SW7051111_APPROVED PLANS_20051122

STORMWATER. DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO. I SW
DOC TYPE I ❑ CURRENT PERMIT
L� APPROVED PLANS
❑ HISTORICAL FILE
DOC DATE
YYYYMMDD

I
N 27052'15" d
22,81'I
NORTH WEST CREEK {SUBJECT TO THE NUESE
MrAN t11Gtf WAnfe L-IN
IV
8'3"
A
_ MEAN ttlGt�WAT�IP LlN�
0
S 00°04'1 i
2Q',0.0'
— — % �} �'
C ADhI,
7 -
\ 36 J5 34
0 39 \n p�
S 32040'06" W
i
c _
�q N['FT'
�k0%
\ 17ff
f KlM pV! l36' I.6"M 6A' V"I!
43
4 _= - i
1N . i,
� r
26 j�?
boa 6r ��� 25
r %
11406/(777
47 � � _ � � j K!M-�FBB�
1W IN-.I�
\-4 48
\ dog
49
a \ 50 u') O \ 87 J
85
52
_LErEND
PROPOSED 6" WATER LINE
PROPOSED 8" SEWER LINE
[3-- WATER SERVICE
0— SEWER SERVICE
• END OF LINE BLOW OFF
H GATE VALVE & BOX
FH FIRE HYDRANT
EXISTING 6" WATER LINE
>l EXISTING GATE VALVE & BOX
FH EXISTING FIRE HYDRANT
CULVERT
LA OUTLET PROTECTION
TEMPORARY SEDIMENT TRAP
CATCH BASIN(W/ INLET PROTECTION TY
FLOW ARROWS
D C3 ---- TEMPORARY SILT FENCE
CONSTRUC70N ENTRANCE
® CHECK DAM
\ 57!
F AIRFIELD RESORTS INC.
DEED DMOK 2257, PG, 678
6,1 ry
5 2
6 4
N11RTHWEST F,I)EL� I��j.
PLAT CAAINET (I SLIDE 7D
(THESE GENERAL NOTES APPLY TO ALL PLAN SHEETS)
/ 01. ELEVATIONS BASED OFF OF NGVD 1988 DATUM.
� n 02, THIS PROPERTY SCALES IN ZONE AE, PER FLOOD INSURANCE RATE
MAP COMMUNITY 3720640800, EFFECTIVE DATE: JULY 2, 2004,
A PORTION OF THIS PROPERTY DID SCALE IN THE 100-YEAR FLOOD ELEVATIONS
AND FLOOD HAZARD FACTORS HAVE BEEN DETERMINED.
THIS REPORT IN NO WAY SUPERSEDES THE ABOVE REFERENCED FIRM.
03. PROPOSED WATER & SEWER SERVICE BY CAROLINA WATER SYSTEMS.
1 j 1 04. CONTOUR INTERVALS SHOWN ARE AT ONE FOOT.
Ir'v 05. BOUNDARY & TOPO SURVEY PREPARED BY ROBERT H. DAMS P.L.S.
06. DEED REFERENCE: DEED BOOK 2257 P: 678 & PC: G S: 7 D,E & F
07. MAINS OF PVC MATERIAL SHALL HAVE A MINIMUM COVER OF 36 INCHES (36").
��\ Z 08, VALVES SHALL BE LOCATED WITHIN THE PAVEMENT SECTIONS WHERE POSSIBLE.
09. WATER & SEWER INSTALLATION, MATERIALS, AND PRACTICES SHALL MEET THE
! REQUIREMENTS OF THE CAROLINA WATER SYSTEMS.
/ I 10. APPROVAL OF THIS SUBDIVISION PLAT BY THE CRAVEN COUNTY BOARD
OF COMMISSIONERS DOES NOT ADDRESS THE ISSUE OF THE EXISTENCE OR
M ANhIGtiWAr�I�LIN �— L,a NONEXISTENCE OF WETLANDS WITHIN THE SUBDIVISION. THE ENFORCEMENT
} OF WETLAND REGULATIONS UNDER THE SECTION 404 OF THE CLEAN WATER
ACT OF 1899 IS WITHIN THE JURISDICTION OF THE U.S. ARMY CORPS OF
1 Lim ENGINEERS. INQUIRIES CONCERNING THAT MATTER SHOULD BE ADDRESSED TO
THAT AGENCY.
11. TOTAL ACREAGE IN THIS TRACT IS 5.95 ACRES
V,c� 12, TOTAL NUMBER OF LOTS 74
L,_ 13, NO WETLANDS EXIST ON THE SITE WITHIN THE IMPACTED AREA.
r
1 1 1 W f
Q
4
Iry �
2- STORY BUILDING 2- STORY BUILDING
-_ ON PILEN ON PILEN
-_-- - ASPHALT
MIN. 2%—,_ MAX
_' CONCRETE PARKINGi-1 =i I- III �I I hI II I I 1= CONCRETE PARKING-1 _� I — rj�— ? — I--- I — C— i
n _ _ --- - - DING ! PARKING=1 =DIVE WAY- 11
1 E,PARKING_I PAD UMDER BUILDING_ 1= I = 1= _ _ _ �I II 111 = iI hI
_I --
SECTION A —A
1" _ 20,_0"
UNC v1zW mil'
0 CNOrr 6 6" -Ily7Uv
X6"X6"T=
eOMVAWr a vox
d
rV,u.Vr € vox
Or 4JNf 01-OW-Orr GRAPHIC SCALE
40 3C 20 10 c 40
FH
NO.
2- STORY BUILDING
ON PILEN
- - --- -� ASPHALT
I,
_ MIN. 0•50%--� 5 MAX
CONCRETE PARKING T . 11-1 7
PAD _UMD_ER BUILDINGS I i_PARKIN_G=I (DRIVE WAY
--� - -_ II'II'„III; ICI II. III_; 'll„ I!I—III-II; 'II ;III„111 111�
1" 20,-0"
D,,_ SCRIP T1 ON
't1tgII11ltttllr `�tllllltlfl
C �� r
�ti�f �4r ell.tis� 4tsu,,, t C j rrf
SEAL .4 S L
C-438 "
e ttt rrf f j�* 11913'3 *4,1s�� f r�rl Gt i 11T
MARINA TOWNES �
SECTION TWO
"A PLANNED UNIT DEVELOPMENT" 1
TAyN91�"�Z GiWXNcaw NXMCAkt7ELNA
Thomas Engineering, P.A. 04
403-C Airport Road
PO Box 1309
New Bern, North Carolina 28563
Tel. [phone] Fax [phone]
SCALE 1"-40 FT, PROJECT f. 2004039/IMP/SEC2 DATE : 07/0$/05
8Y DA TF IPLOT FACTOR : 1 : 1 IPLOT NAME: 02_SITE10.24.05 SHEET: 2 OF 7

V rz D vO Y
(0) 71 L N 3
PLA---NNED [;N1111DF1_jV_E_L0 � 1
0 w S 2
f;VAV �E ��� � � � J1 �I I� y � i O-AI � I I 0�� -1 -1 � I �i
wzzw,
ii__,� - SCHEDULE OF DRAWINGS
CHARLOTTE
0 p� SHEET TITLE
NEW BERN.. 1 COVER
2 SITE PLAN STORMWATER
3-4 PLAN AND PROFILE
5 WATER & SEWER DETAILS: ;
NORTH CAROLINA �-A� JENTAL
6 ROAD DETAILS MANAGEMENT � `,ION
DIVISION OF 'v"dATL � � J:�LTY
NORTH CAROLINA
7 POND DETAILS � _
b 20 t jc ,., be Y,_c
Stonrnwater Permit No _ 7
1
} MARINA
33
SECTONTOW
TWOSt �.t'`�ttttGlNtlrtrrrrrf �ylt�t lit ARrr,rff
rfr�f � O�� %sill S='£.��rryla lrl
� � '"C': Old• __J���jj-�' �V,- � � � ( '`i9 •
� � EAL
SEAL �`�
� � �c
74
C-438 0147 4
n,
—i ,m rrlj� Tr+rrrttit* tti~'' �r f r rr�,illsti''� ���~~
r f rf rrrrr�j $t$ 3�tt1`1`t
tr � i It lttiltll
1
OWNER: JAMES SPICUZZA 04
8737 BALD EAGLE LANE FINA DRAWINGS
WILMINGTON, NC 28411 NUESE RIVER Released for permits only, Govjffp 5f7 r
Not released for construction TOWN
bEVELGPER: FIGURE B" PARTNER. LLC --- MARINA TO I1 i�IES
1M MARKET STREET, SUITE CC Co ht ® 2005 b Thomas Engineering,P.A. SECTION Two
W11_MINGTON, NORTH CAROLINA 2841 1 p� g y VICINITY M A P
(s1o) 686-6855 All rights reserved. "A PLANNED UNIT DEVELOPMENT"
These drawings are instruments of service and as 1" = 1000' rq;ry,��►�a c�►w�vcap�ry �TfC�l,N
CONSULTING ENGINEER: TWOMAS ENGINEERING, P.A. #C-148 such remain the property of Thomas Engineering, P.A.
JOHtd O THOMAS, P.E. #1 147 Neither this document nor any part of this doc—
P.O. BOX 1309
NEW BERN, NORTH CAROLINA 28563 ument may be reused, reproduced or transmitted Thomas Engineering, P.A.
[phone] FAX: [phone] in an forrn or by any means, electronic or mech—
E--MAIL : JThomas7440AOL.COM anicc� including but not limited to photocopying, 403—C Airport Road
LAND SURVEYOR: ROBERT H. DAVIS
microfilming and recording, or by any information PO Box 1309
7175 HIGHWAY 70 EAST storage and retrieval system, without permission in New Bern, North Carolina 28563 NEW BERN, NORTH CAROLINA 28562 writing from Thomas Engineering, P.A. Tel. [phone] Fax [phone]
252.636.2109
SCALE : N.T.S. PROJECT #: 2004039/IMP/SEC2 JDATE : 07/OB/05
NO. UESCRIP T10N BY DA TE PLOT FACTOR- 1 : 1 PLOT NAME: 01 _COVER SHEET: 1 OF 7

a
b

MAIN
SHEETED OPEN
TRENCH TRENCH
CORPORATION STOP (TYP) R/W (TYP)
METER BOX
(SEE SPECS)
WATER SELECT MATERIAL
R/W (TYP) COMPACTED IN s LIFTs _
18" MIN. —
24" MAX l 12 12 MAX
/ SELECTED MATERIAL 4"
l SERVICE LINE COMPACTED IN 3" LIFTs�
WATER
3 /4"
SERVICE LINE
SERVICE SADDLE (TYP)
STOP (TYP)
TYPICAL WATER SERVICES) LAYOUT
VALVE BOX
PROTECTOR RING
6" GATE VALVE
(SEE SPECS.)
N.T.S.
CAST IRON VALVE BOX
(SEE SPECS.)
z -
4" MIN
�o
i I
r- N
— I —
.I
36" MIN.
COVER
I —III —I I I—
P (TYP) � —
I—' NOTE: BELL HOLES N07 SHOWN
UNDISTURBED EARTH
METER BOX
(SEE SPECS,
ALSO - INSTALL #12 GUAGE
COPPER WIRE TO WATER MAIN.
TYPICAL TRENCHINGA, EACH WA E�REMPULLEDIL UP
PBOXIDFOR
BRICK (TYP) N.T.S. %sC5.r PROPERLY LOCATING WATER MAIN.
DETER (TYP)(BY UTILITY) STANDARD EXCAVATION
STONE (TYP)
FIRE HYDRANT (SEE SPECS.
FOR MODEL NUMBER)
— 314" DIA. THREADED RODS (CON77NUOUS
FIELD COATED IMTH BITUMASTIC)(NOT
REQUIRED IF ADEQUATE BLOCKING IS PROVID
THRUST BLOCK-3000 P.S.I.
CONCRETE PLACED AGAINST
UNDISTURBED EARTH (TYP)
DO NOT BLOCK DRAIN !-TOLES
ON HYDRANT
r� '•4
A..
2' DIA. X 2' DEEP
0 0 000 000o a° o '. DRAINAGE PIT (SEE
0 0° 0 0 °o0 000 SPECS. FOR COMPOSITION
M.J. LOCKED HYDRANT 0° 00 o a o° a o
TEE OR TEE WITH APP'D. o a 00 0 o00 0
PIPE RESTRAINT Q o 0 000 �0° 0 0
0 0 00 o 0 0 00
THRUST 8LOCK-3000 P.S.I. 00 ° ° a o Oa o°
CONCRETE PLACED AGAINST ° ° 0 00 00
UNDISTURBED EARTH
TYPICAL FIRE HYDRANT ELEVATION e
N.T.S. IQ5
3/4" DIA. THREADED RODS (CONTINUOUS -
WATER MAIN FIELD COATED WITH BITUMASTIC)(NOT RE-
QUIRED IF ADEQUATE BLOCKING IS PROVIDED
CONCRETE
RING DRAINAGE PIT
�a�44�aQ
2'-6„ I 11
-01,
R/W
TYPICAL FIRE HYDRANT PLAN
N,T.S.
24" I.D. CAST IRON MANHOLE
FRAME W/COVER MINIMUM
HS-20 LOADING
ADJUST TO GRADE W/BRICK
CR PRECAST RINGS
PARGE W/CEMENT MORTAR
-'r
12' AX
48' LD. PRECAST REINFORCED d
CONCRETE MANHOLE PER A.S.T.M. C-478
SEAL ALL JOINTS W/BUTYL RUBBER
PER A.S.T.M, C — 361 & C — 4,43 (TYP)
ACCESS LADDER W/CAST
IN PLACE STEPS
GROUT SLOPED
TO DISCHARGE
POINT
2' MIN
8- MAX
z
EFFLUENT MAIN
fa
GRADE ELEVATION
i
PIPE OPF';ING PER
PIPE M+''IFACTURERS
RECOMMENDATION
-- MON:..i iH!0 BASE
B' STONE —�
TYPICAL MANHOLE DETAIL
N.T,S
SERVICE LOCATION?Gk%,,
N.T.S. ksV
VALVE BOX 2 RINGS OF 2 REINF.
BAR AS SHO N
JAI
0_t23"
14" DIA. DIA.
1 4 3 �4.� 4.,
2 1/4'
'--VALVE BOX
SECTION -- A
VALE BOX
PROTECTOR RING ti
N.T.S. 5
1:1
T
Li v \\\�■ 1- LL PLAN VIEW 90 BEND PLAN VIEW 45��� X
22 1 /2 11 1 /4 BENDS PLAN VIEW TEE
X 41-1
.fit •'� ,�k
is
TYPICAL SECTION "X—X" PLAN VIEW LATERAL
THRUST BLOCK DETAILS
THRUST BLOCK SCHEDULE
SIZE
DIMENSIONSPIPE HCLD
900450
22 1/?
11 1/4
LAT
TEE
INCHES
IN
B
A
A
A
A
AlA
4
18"
10
10"
6.
6"
6111
CI '
1 O'
6
1B"
12"
16"
9"
6"
6"
12"
12"
8
20"
16"
1 22"
12
8"
8"
16"
16"
10
2$
20
2 61
14
10
10
20
20
12
30
24
29
15r,11
11
4
24
14
36"
27"
35"
19'
12
12"
27$'
27"
16
36"
30"
38"
911
12"
1 12"
30"
30"
N.T.S.
IRED)
VALVE BOX
:.
PROTECTOR RING
!!-!1=11€�l1.=11�; ;'�L=11=11.=11=11#11-11i11-1111-, ' 11=11=11=11?II= II�?ll
1:=IIIL-, II -,,.IL-, IIIQI,:.ILIL,,.II�1:;,:11;;11.;,11„;iL;, tl;®;IIC;,;Ilfl.:.il;,al.;, It=r:i
CONCRETE
VALVE BOX
THRUST
o
2" NPT COUPLING
WATER MAIN BLOCK
=
AND PLUG
LCENTERS5UUPORPIPEIN
�
BRICK �RTS
A R
MECHANICAL JOINT
UIR D
BOX
TAPPED 2" PLUG
2" BRASS ELBOW
BRACKREQPTS
UIRED
...
TO STANDARD
(THREADED)
• ' • :
BLOW OFF
2" GATE VALVE
SCH. BO PVC ADAPTER
•
!' •' •+• r,
•�' •• y
I'
WASHED
SCONE
(TYP)
2° BRASS PIPE
5/8" 0 THREADED ROD CONCRE EL PLACED3AGAINST
GALVANIZED OR UNDISTURBED EARTH
ITUMINOUS COATED)
UNDISTURBED EARTH
END OF LINE BLOW OFF --- TYPE ONE?J k%,
3/4'-1'-0-!-1 Jr
-•-(�'j`'���'''"`� 4• CAP/3033.303a
t' SCIiED 40 PVC TEE •HANDLE`--- I
lI�
a —
I" SCHED. 40 PVC 'RISER PIPE' •' SDR 33/3034 "STAND PIPE'
CUT S' SHORTER T14AN STAND PIDE CUT TO GROUND LEVEL
RENOVE ENTIRE ASSENDLY FRON UNIT
WEN NOT IN USE 01
UNIT HOUSING
ARROW €IMDICATES
p DIRECTION OC FLOW
PLUNGER
COMPACTED SOIL
p A -STAND PIPE ASSEMBLY
�—� PRIME AND GLUE JOWTS wTH AH APPROVED RiC4D PVC PRIMER & CEMENT
12"
� •• Pvc CAP (Da NOT GwZ)
44' x 24' WNCRETE SLAB
WITH 4• HOLE
19ED STAND PIPE ACCORDINCLY
TO INSURE STABILITY OUkrNC BACKRLL
STAND PIPE MUST MAINTAIN A TRUE 4' PVC STAND PIPE
AND VERTICAL POSITION
ELDER DISCONNECT CLEANOUT
(INSTALLED IN CLOSED POSITION)
4' PVC SER%lCE LINE (SLDPE MIN. t/4' PER Foal)
STUB & CAP (DO NOT GLUE)
11E IN M MAIN UNE
SEE STD. DETAILS
3-11 DR S-12
SEWER SERMCI;_DETA11
TYPICAL SEWER SERVICE ELEVATION
AQ
N.T.S. 5
�j%J111111111ri ��ollil iirlirr
still l,f7j�, ff rrrrt Q ti�1 S O,+,f�►
SEAL S L
C-438
rrrri CA t'k'06 `' ,�'`� •lrrr ''', fLrN,
rrfrr�lf9�$3t*`�1��� f �l G�ttsiO��ti
1
MARINA TOWNES
SECTION TWO
A PLANNED UNIT DEVELOPMENT
Thomas Engineering, P.A. Oq
403—C Airport Road
PO Box 1309
New Bern, North Carolina 26563
Tel. [phone] .,._ .,F
SCALE : N.T.S.
N0. DESCRIPTION BY DATE PLOT FACTOR : 1 1 �(ot MAIs 9F
FINAL DRAWINGS
Released for permits only,
Not released for construction

A
0-1
EXISTING GRADE
PLAN
La
„n
SECTION
'Fill
NOTE:
1. La IS THE LENGTH OF THE RIPRAP APRON.
2. d= 1,5 TIMES THE MAXIMUM STONE DIAMETER BUT
NOT LESS THAN 6".
3. IN A WELL --DEFINED CHANNEL EXTEND THE APRON
UP THE CHANNEL BANKS TO AN ELEVATION OF 6"
ABOVE THE MAXIMUM TAILWATER DEPTH OR TO THE
TOP OF THE BANK, WHICHEVER IS LESS.
4.A FILTER BLANKET OR FILTER FABRIC SHOULD BE
INSTALLED BETWEEN THE RIPRAP AND SOIL FOUN—
DATION.
FILTER BLANKET
MAX SL[IPE = .3%
TYPICAL CHANNEL CROSS SECTION
N.T.S.
PUBLIC ROAD
2"-3" COARSE AGGREGATE o
BASE TO ME MINIMUM 6" IN
DEPTH . ' . .
AS RQ'D
14' MIN
CONSTRUCTION EXIT DETAIL
N.T.Sl
EXIST€NG GRADE
WIRE SCREEN
DEWATERING
TEMPORARY SEDIMENT
POOL
16"
i=1l=izll.11.II:II:II:�I'I 11�II.I�:�i.l�'�I.11
II 11=11�11="I�II�II~Ila� 11�I1=1! � ...
CARRY RIP -RAP UP SIDES OF SPILLWAY --\
r► A
NOTE: KEY THE STONE INTO THE DITCH I
BANKS A MINIMUM OF 18" TO AVOID 2' MIN.
WASHOUTS FROM OVERFLOW AROUND THE M ,
DAM —
1' MIN. FREEBOARD o0
dbo
�o
FLOW -} #5 WASHED Q000 800 o
STONE p6 6 0000o06
-----TEMPORARY GRASS 75'--1CO' AHEAD Sot �c3'�3M
OF CHECK DAM n�Q Qo�o
#1 RIP -RAP (TYP)
RIP -RAP
4A
CARRY RIP -RAP UP
SIDES OF SPILLWAY
I=)
MEN
AXIMUM SLOPE
18" INTO BANK---"- °
(TYP) #5 WASHED STONE
L-VARIES
MAINTENANCE: 1. INSPECT CHECK DAMS AND CHANNELS FOR DAMAGE AFTER EACH RUNOFF
EVENT.
2. REMOVE SEDIMENT ACCUMULATED BEHIND DAMS AS NEEDED TO PREVENT
DAMAGE TO CHANNEL VEGETATION; ALLOW THE CHANNEL TO DRAIN THROUGH
THE STONE CHECK DAM AND PREVENT LARGE FLOWS FROM CARRYING SEDI-
MENT OVER THE DAM, ADD STONES TO DAM AS NEEDED TO MAINTAIN DE-
SIGN HEIGHT AND CRCS$- SECTION.
SECTION A —'A
GRAVEL & RIP —RAP CHECK DAM
N . T. S.
TOP STRAND
10 GAUGE MIN.
LINE WIRES
12-1/2 GAUGE MIN
BOTTOM STRAND
10 GAUGE MIN.
H AND SHALL HAVE A
SPACING
5" IN WIDTH AND SHALL
i DIRECTED BY THE EN -
AND SHALL BE OF THE
`EET IN HEIGHT AND 3
D SHALL BE FASTENED
WIRE STAPLES 1-1/2"
TEMPORARY SILT
FENCE DETAIL F
N. T. S. 6
SECTION THRU BASIN & FILTER
#1 RIP --RAP (`YP)
FdP—RAP UP
OF 9PII LWAY
9TW
SECTION THRU BERM & FILTER
N.T.S.
FINAL DRAWINGS
Released for permits only,
Not released for construction
DESCRIPTION
BY I DA TE
JAI 9LOPE
l`SSSSItrlrlllll!
� r
�ti ,1ttiQNtitt,lr f f�ftt✓
tit' 4y
SEAL a=
a ° C-438 4
rt +fi�7 `�y����
ttt �flfllt[ii41��,` �`ti
9 8'3
r!!llllltt1111111,�
MARINA TOWNES
SECTION TWO
"A PLANNED UNIT DEVELOPMENT"
r�wJu�rtA►+rz CrrAlmco"T n�,rntc,�rxar,�
Thomas Engineering, P.A.
403-C Airport Road
PO Box 1309
New Bern, North Carolina 28563
Tel. [phone] Fax [phone]
SCALE : N.T.S. PROJECT f. 2004039/IMP/SEC2 DATE : 07/06/05
PLOT FACTOR : 1 : 1 IPLOT NAME: 06-ROADDET SHEET: 6 OF 7

STORMWATER POND # 1 VOLUME TABLE 2004039
AREA TAB[---
ELEV.
DESCRIPTION
FORE BAY
MAIN POND
TOTALS
FORE BAY
MAIN POND
TOTALS
3.30
TEMP, POOL
2843 SF
7027 SF
9870 SF
STORAGE
3244 CF
8286CF
11530 CF
2.00
PERM. POOL
2116 SF
J752 SF
7868 SF
1527 CF
4626 CF
6153 CF
1.00
SHELF EDGE 10
938 SF
3500 SE-
44-78 SF
1988 CF
9584 CF
11572 CF
-3.00
BOTTOM
56 SF
1292 SF
' 348 SF
TOTALS P.P. - BTM
1 3515 CF
114210 CF
17725 CF
FOREBAY VOLUME _ 3515 CF X 100 = 19.80% (OK)
TOTAL VOLUME 17725 CF
FIVE COVER
DECIFICATIONS)
ISINGI&I&Ww s
V A
SWALE30% .
00 , ,�
C-3
7/7� `
\ \ I 1 !ter I
a' \
(01
1 r
I
f a
a aRU CT RIE
0
�ST
0
a CD
\, I
FIVE CCVER
PECIFICATIONS; /
TRASH RACK WITH
ANTI -VORTEX PLATE & TRASH
GUARD r
OF
6" PVC SCH. 40
30" ALUMINUM OUTLET
PIPE
6" PVC TEE
EL. 0.00' 8" STUB
CAULK OR SEAL 48' ALUMINUM RISER
ORIFICE CAP WATERTIGHT PIPE
DRILL 1-1/4 EL. -2.0n'
DIA. HOLE a
12- —
PO N D 3 CONIC. SLAB
_L. -.3 00
DETL
N.T.S.
r
T R T R 20ND jL-1
1 _ fog o'
Nuf
GRAPHIC SCALE
10 s a to
FINAL DRAWINGS
Released for permits only,
Not released for construction
DESCRIPTION
BY I DATE
Stto11111111111ffr `1111iI[11#lt!
��4G1N r %rrrr titti�t�� CAPS rrr
`,�~ y+ti�ltit�lo]a� �r`ji'A�tttJ ti O'�," •�t41t5S1i t]f!f} rr ,r�r
ti O ,�♦ r
H . SEAL
C-438
+1 V ti M
•t'rr f rrl'+rt%ig tyy h~r fly
r `tit
trrr`r* 91IBt3ti*t�s��~ *r �frrG�i�ttt��
ralyrl) VGA/4--la!5
MARINA T0WNE8
SECTION TWO
"A PLANNED UNIT DEVELOPMENT"
TOWN'XIA'�2 CI�i�2NGOClNlY �gIC1"NCM�7L►+Gt
Thomas Engineering, P.A.
403—C Airport Road
PO Box 1309
New Bern, North Carolina 26563
Tel. [phone] Fax [phone]
SCALE : 1" -10 FT. PROJECT #- 2004039/IMP/SEC2 DATE : 07/06/05
PLOT FACTOR : 1 : 1 PLOT NAME: 07_SWPONOS SHEET: 7 OF 7

R/w
TOP AND BOTTOM STRAND --
SHALL BE 10 GAGE MINIMUM
X 25.5
/
/
/
/
/
OS
/
d P /
/
/
SEEDING AND MULCHING SCHEDULE PER ACRE
i/ THE KINDS OF SEED AND FERTILIZER, AND THE RATES OF APPLICATION
OF SEED, FERTILIZER, AND LIMESTONE, SHALL BE' AS STATED BELOW.
DURING PERIODS OF OVERLAPPING DATES, THE KIND OF SEED TO BE
/ USED SHALL BE DETERMINED BY THE: ENGINEER.
/
/ LIME. ................ ..... .2 TONS/AC
/ 10-10-20. ....... , ... .1,000 LBS/AC
0-20-0..............................................500 LBS/AC
STRAW MULCH . . .......................2 TONS/AC (AFTER SEEDING)
ASPHALT TACK . ........................... .2G0 GAL/TON OF MULCH
/
JANUARY 1-DECEMBER 31
/ 50# TALL FESCUE
/ 5# CENTIPEDE
/ 50# PENSACOL4 BAHIAGRASS
500# FERTILIZER
4000# LIMESTONE
X26.9
SLOPES 2:1 AND STEEPER AND WASTE AND BORROW LOCATIONS:
JANUARY 1-DECEMBER 31
1
X26.1 75# TALL FESCUE 1
50# PENSACOLA BAHIAGRASS
500# FERTILIZER
4000# LIMESTONE 1
1
X26.1
X 26.2
X26.2
20' DRAINAGE
EASEMENT
/
dVERHEAD UTILETIES(TYP)
to- � i i ii ii q
/
/
/
/
/
LIMITS OF DISTURBANCE
��c, - -
27
27 Iq 1/ TW 2 . 27
28 TP 27.34 27
28.52 / � TP 27.34 TP 2 .
' �� 2$.�'l'1 �� TP 27.81
� TP 27.73 (�
Q TP 27.61 \
i
0 �
/ TP 28.52 TP �.52 A 0 '�,
TP 28'02 SWALE IN PAVEMENT
/ 1 1 OLF 0 1.0%lip
TP 27.22 TP 28.32 X27.7
CLASS "B" STONE APRON
` La = 8' TW 29.22 TW 29.12
WIDTH 0 OUTLET 6' TW 29.22 TW 29.4
WIDTH 0 END 6'
DEPTH
1� r am n f
TP 27.93
X26.3
&BENCHMARK
RR SPIKE IN POWER POLE
_
ELEV.=29.03
f]S _(NGVD 1929)
27.47
7A4J(-- I
1
I I
1 tll
k 7 EP7.75
t
k
I
t
zjF.01
1
I
I
I
I
1
l
27.88k
1
1
0,-1
10
S'T
27.84
G%
k
EP t
27.92)r
TP 27.34 ­­ m
TP 2
27.7 �
IC29.12
pr--TW 29.22
�Tw 29. 2
TP
N 29.42
1 0/
CLASS 'B" STO [1 29. TW 29.22
La = 8' (�(.� TW/TP 29.4 1
WIDTH 0 OUTLm Q` TW .42 I Q
WIDTH 0 END 6 SWALE IN PAVE I
SETONS22" 104LF 0 1.07, `` 1 TW 2 42 TW 29.22
1>> f
to Of
N �
TP 27.7 TP 28.82
0RA4 r! N
28 I II V. 25.7.08�
TW 29.42
TW 29.32 28.2 `r
27.9d7j r rr 4050
I TW 28.90 0
CLASS 'B"rUTLIET
NEAPRON
La = 8' TW 29.42
WID 6' 6' ATER SERVICE INTO 1 I TW 29.30 W!D END 6' B LNG TO SERVE FIRE TW I
DE AND DOMESTIC LOADS 9.42 1 TW I
5 TONS " I Cl I 29.G4
Off' I1
TP 27.78 SWALE IN PAVEMENT TP 28.82 I L_-_
1.16% 90' BEND I dI•
9 D TW 29.32 I I TWA ar
BEND CO 2 ' TWi29.42 1 1 ' 29.42 29'
I I
8.67
N TP 27.91 r- - ---� F1� 50 [S1 1 J
TP 28r8 -7W/TP 29.42 TW/TP 29.42 1 1 ♦ �`V r 'Np' j
f•
#1
y5.
FES
! 1. 4D
N
V
La
U
Z
m
o!
f-
� /I
(D
W
2 CLASS "B" STONE APRONS
80
WIDTH OUTLET 6'
WIDTH 0 END 6'
DEPTH 22"
a
5 TONS
Z
zo
wW
Li
04 U
X28.4
r
NORTM
PCG,s51-1a
PLAN
SECTION
NORTM
PCG,s51-1a
PLAN
SECTION
NOTES
1. "L" IS THE LENGTH OF THE RIPRAP APRON.
4, A FILTER BLANKET OR FILTER FABRIC SHOULD
2. "d'=1.5 TIMES THE MAXIMUM STONE DIAMETER
BE INSTALLED BETWEEN THE RIPRAP AND
BUT NOT LESS THAN 6'.
SOIL FOUNDATION.
3. 1N A WELL-DEFINEQ CHANNEL EXTENQ THE
5. FOR RIPRAP PROTECTION USE CLASS 'B'
APRON UP THE CHANNEL BANKS TO AN
EROSION CONTROL STONE.
ELEVATION OF 6' ABOVE THE MAXIMUM
6. APRON TO BE PLACED LEVEL WITH THE TOP
TAILWATER DEPTH OR TO THE TOP OF THE
SURFACE OF RIPRAP AT SAME LEVEL AS
BANK, WHICHEVER IS LESS.
SURROUNDING LAND SURFACE - NO OVERFALL
SHOULD EXIST.
OUTLET STABILIZATION
STRUCTURE
157 WASHED STONE
1/4' WIRE MESH GENERAL NaES:
(HARDWARE CLOTH)
1. SEDIMENT SHALL BE REMOVED AND TRAP RESTORED TO ITS ORIGINAL DIMENSIONS
WHEN 'ME SEDIMENT HAS ACCUMULATED TO 1/2 THE DESIGN DEPTH OF THE TRAP.
A 1--r A 2. REMOVED SEDLMENT SHALL BE DEPOSITED IN A SUITABLE AREA AND IN SUCH
A MANNER THAT IT WILL NOT ERODE:.
3. THE SM CWRE SHALL BE INSPECTED AFTER EACH STORM EVENT AND REPNRS
^` MADE AS NECESSARY.
STORAGE AREA, 4. CONSTRUCTION OPERATIONS SHALL_ BE CARRIED OUT IN SUCH A MANNER THAT
EROSION AND WATER POLLUTION ARE MINIMIZED.
--
5. THE SEDIMENT TRAP SHALL BE REKNM AND THE AREA STABILIZED WHIN THE
\ DRALNAGC BASIN HAS BEEN PROPERLY STABILIZED,
S. WIRE MESH INSTALLATION SHALL BE IN ACCORDANCE WITH STD, NO. 20.05
CATCH BASI / 1 7. WIRE MESH SHALL BE HARDWARE CLOTH 23 GAUGE MIN. AND SW1fL HAVE 1/4
+ INCH MESH OPENINGS.
PLAN VIEW 1
4' Mv� vosr 1/4' WIRE MESH
spAw�c
STORAGE AR
#5 orb#577 WASHED STONE
blow r UK
1r WL
V-4u u WIRE MESH SKIRT
6' INTO GROUND
SECTION A -A
LIFTOUT ALUMINUM
SECTION FOR PIT
4'_8"
ALUMINUM BAR GRATING
STANDARD MESH CUT TO FIT
FLUSH WITH TOP OF BOX AND
COVER BELOW WEIR OPENINGS
4"
4.-0"
4"
3X2 h- X Y4" STEEL ANGLE.
BOLT TO CONCRETE WITH
SST. EXPANSION BOLTS AS
oiL TOP BOX EL.=27.00
\JIF
REQUIRED.
'mim
SPILLWAY EL.=25.92
15" RCP
4" CAP WITH
4" X 4" TEE
AND CAP
OUTLET PIPE INV. = 25.40 -- - - -
3.4' DRILLED
ORIFICE
ORIFICE EL.=25.60
1
6'
8" DIP CLASS 50
8' GATE VALVE W/ HAND WHEEL
BOTTOM OF STRUCTURE = 22.60
8" STONE BASE
WET DETENTION OUTLET
N.T.S.
NOTES
1. THERE ARE NO WETLANDS LOCATED ON THIS PROPERTY.
REVISED: 11-16-05 PER EROSION CONTROL AND
STORMWATER APPLICATION COMMENTS (EW)
DISTURBED AREA = 3.60 ACRES
STANDARD STORM INLET SEDIMENT TRAP o
`2s.0
Lw
UZ
0-
< INV. 12.52 tx
g 25.8 TOP 28.50 NOZZLE EELV.H29.25 TIOTHERS) OP 28.00 O
20' UTILJTY
EASEMENT 6" WATER METER PROVIDED ,JINV. 11.52 (BY CITY OF WASHINGTON) INV. 10.96Of\
BY TOWN OF WASHINGTON , pk EX. MH Iz
\ \ TP 27.92M TS 0 DISTURBANC TOP 26.80
PROPOSED" SANITARY SEINER (BY OTHERS) gIT PROPOSED 12" SANITARY SEWt kiT VIHtK,) PROPOSED 12' SANITARYSEWER (EY OTHERS) INV. 10.43 p
S S S 5 7 5 5 S\ 5 S S S S 5 S 2i 70 fp 7,87 S CLASS "8" STONE RON S 5 S S S S S S S S S S S S 5 S S S �--- S. �� PROPOSED 12" SANITARY SEyyER_ (By q�ERS� c0
TIP us T7gg Ir WIDTH ourLET 6' 5 S S = 8' /*11 S y� 5 S "� S
5.4 25.9 - - 26.5 2 WIDTH 0 END 6' 27 N 7.2 ^~�
xclD TES �7 a DEPTH 22' � x�n � S �? 2S DIP SANft"ARY SE11�ER ,) I W
'12"
23.8 xCLD I'L$ FV 5 TONS XCLD � CILD � "�-� _I
�ti�6 24.3 INV. 24.50 50LF 1 B RCP 0.80% INV. 25.00 25.5 INV. 25-30
*-- T WITH 2 FE5 - x ;�.---
TE;23.3 - - �- 1� 4 28 5 fA SIGN 1T3
25.1 _ - -- SILT FENCE IR . _ - -- - - - - _ LASS 'B" STONE k' ON
----------2B_�„ / TP 26.75 27--------- ---_,- La = 14' --�
P r� �__-_ 0 OUTS 4, _______,_______________ l 1�
��pp • WIDTH -�
K-14 , - 26.26 6.65-- " 26.95 - - - - - 27.ifi WIDTH O END 6'
_CLASS B' STONE APRON TP 26.97 v, DEPTH 22' 1
La } 8' 5 TONS-�--
_ _ _ WIDTH 0 OUTLET 6'
WIDTH O END 6' T
2fi 7 26.60 - DEPTH 22" 2 _ __ 27.4b T T 27.53
` 5 TONS �
__ -_..,.....---------------..-.--___ _ __ EPKN LOCATED AT CENTERLJNE
- - - - - - -
---_------_--------------_---------------------------------____ _ __------------_ -_-------------------aF-----__----------------- W------ ---------------
----__------------� ------
'�e.n B.J4- 26.66 zi.15 i.2s �i.�------------- INTERSECTION OF NCSR 1407
&NCSR 1456
6" WATER SERVICE TO PAGE ROAD NCSR 1456
BE INSTALLED BY TOWN (80 R/W 26 ASPHALT PUBLIC)
-w w w w w w w w w w w w w w w w w w w--w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w-w w w w w w w j
PROPOSED 16" DIP WATERLINE (BY CITY OF WASHINGTON) 16'X6' TEE
6" GV
MH#9 (BY CITY (BY CITY OF WASHINGTON) A s
OF WASHINGTON) �y
TOP 28.50 \\
FOREBAY SPILLWAY = 25.60 INV. 11.78
TEMP. WATER QUALITY POOL TEMP. WATER QUALITY POOL N0 v I1 2005
4 ELEV. 25.92 4 4 ELEV. 25.92 4
10' MAX. WITH WIRE 1 1 1 1 � /
6' MAX. WITHOUT WIRE _W.S. ELV. 25.60 6 �T �� 6 W.S. ELV.25.60 6 �o , \,
11 1 23.60 1 1 23.60 1 II �J°� &BENCHMARK 41 '�-r-
MIDDLE AND VERTICAL WIRES 2 2 2 2 t J / Sp• TOP OF BONNET BOLT w�
SHALL BE 12 1/2 GAGE MINIMUM 1 L Q H. OVER MAIN CONNECTION FH
VEGETATIVE SHELF 22.60 1 1 22.60 1 VEGETATIVE SHELF (LVE.=292 )
CATTAIL - TYPHA SPP. FOREBAY AREA DETENTION/TREATMENT AREA CATTAIL - TYPHA SPP. NGVD 192s
DUCKWEED - LEMNA SPP. DUCKWEED - LEMNA SPP. �� �aJ`�w SHEET 2 OF 3
POND AND FOREBAY SECTION GRADING PAVING UTILI ES
2100
" & EROSION CONfiROL PLAN
WIRE
NOTES:
WIRE SHALL BE A MINIMUM OF 32"
IN WIDTH AND SHALL HAVE A MINIMUM
OF 6 LINE WIRES WITH 12" STAY
SPACING.
FILTER FABRIC SHALL BE A MINIMUM
OF 36' IN WIDTH AND SHALL BE
FASTENED ADEQUATELY TO THE WIRE AS
DIRECTED BY THE ENGINEER.
STEEL POST SHALL BE 5'-0" IN
HEIGHT AND BE OF THE SELF -FASTENER
ANGLE STEEL TYPE.
\
\
\
\
\
\
\
\ MH#3 (BY CITY
\\\ OF WASHINGTON)
TOP 27.00
FILTER FABRIC
FILTER FABRIC
COMPACTED f
SILT FENCE DETAIL
EXTENSION OF FABRIC AND
WIRE INTO FABRIC
s-
APPROVED 6' BACKFLOY7'qm
DEVICE IN APPROVED
ENCLOSURE \
CITY OF WASHINGTON
POINT CE
1 N
I� SEE PLUMBING PLAN I I P' w
I R CONTINUATION I I rn
A
1 N o1
I I � I •,� � I
I I ! I TW 29.42 :'. IV 28.20
TW 29.32 � r Z DI I
r
z s
26�2 8
x27.8
#
\
jL---- - - - - -
TW
TW 29.42 f 29.42 28.63 / \
1 III 29.42 TW 29.42
r-TP 27.91 1 l TC 29.32 \�
_ TC 29.32
--------- -____ _ TC 29.0 -/I oe
TW 29.32 TW 29.32 TC 29.32 TC 29.32
TP 28.8 'TW/*TP 28.82 TC TC SPILL TY ry�
29.08 TC 29-V TC 29.06 28.90 SPILLCURBTY
CLASS "B" STONE AP%I TW 29.3
TP
WIDTH 0 OUTLET 6' TC 28.94 DI 1 28.5
WIDTH
0 END TP 28.36 GRATE 28.12 �28.32 �h '
5 TOP�La C 85 STONE APRONS r INV. 25.64 44LF ® 1.0%
S WIDTH 0 OU* 6' J DI
S WIDTH 0 END 44LF SWALE 87LF 1 RCP 0 0.5RM 28.20 I 2 8.08
O 7S� W?`R DEPTH5TON22" TP 27.93 f Gyp 1.0% �r�� _ _
? 27 �F 5 O TP 28,Wmm
Ted 26
6" PVC SANITARY �1 - .
SEWER SERVICE
EVERY 100 WITH COUTS 5 2 W. 40 24.
7.39 NV. 5.40 DETENTION/TREATMENT OUTLET y0TRLI� LIRE
FOREBAY TO� 27.00 /
89ARE'°` GOLF 15"
22.8 23.8 �' 23. 'W\IRr 8' ®25.92 00.33% I
�I NV. 25.40
24. 24.6 -2 (BY CITY
OF#WASH NGTON)
DETEM ON POND CONSTRUCTION SCHEDULE:
1. CLEAR AND GRUB DETENTION STRUCTURE AREA
2. EXCAVATE DETENTION POND AREA TO ROUGH ELEVATION.
3. INSTALL EROSION CONTROL MEASURES TO STABILIZE POND
AREA.
4. INSTALL OUTLET STRUCTURE. CALL CITY OF GREENVILLE
ENGINEERING DIVISION (329-4467) FOR INSPECTION OF BMP
OUTLET STRUCTURE.
5. WHEN SITE HAS BEEN STABILIZED WITH TEMPORARY SEEDING,
CABC AND CURB AND GUTTER, CLEAN SEDIMENT OUT OF
DETENTION BASIN AND PREPARE BASIN FOR PLANTING.
6. INSTALL VEGETATIVE SHELF VEGETATION PER SPECIFICATIONS
7. PERMANENT SEED BANKS AND SLOPES OF DETENTION
STRUCTURE.
2-3
COARSE AGGREGATE rye`=•
CONSTRUCTION ENTRANCE/EXIT DETAIL
WIDTH VARIES
EXISTING
DEPTH
VARIES
4:1 (SEE PLAN) 4:1
TYPICAL SWALE DETAIL
F
30' 15' 0
GRAPHIC SCALE' 1' - 3
Q'
EGRET BOAT WORKS
LOT 13, BEAUFORT COUNTY INDUSTRIAL PARK
30' 60' 90'
REFERENCE: DEED BOOK 1230, PAGE 31 OF THE
BEAUFORT COUNTY REGISTRY
WASHINGTON TOWNSHIP, BEAUFORT COUNTY, NORTH CAROLINA
OWNER: EGRET BOATS, LLC c/o FRANK AFSHARI
ADDRESS:705 PAGE ROAD
BEFORE YOU DIG.....
WASHINGTON, NC 27889
PHONE: [phone]
North Carolina One -Call Center, Inc.
Call 48 Hours Before You Dig!
B Baldwin and ASSOCIATES
SURVEYED: TS
APPROVED: MDT
1-800-632-4949
7r FNGWE)�GPLOWMIG RVEYING
1015 CONFERENCE DRIVE
AREMLLE INC, 27858
F252 756-1390
DRAWN: DWL/MDT
DATE: 11/02/05
CHECKED: MWEI j
SCALE: 1" = 30'
FIB 376, PG 15 ACAD 2000: EGRET BOAT WORKS
cu I:- Ansz-,)or r+jp.r+ CL r. nr,"r