SW8070232_APPROVED PLANS_20080620

STORMWATER DIVISION CODING SHEET
POST-CONSTRUCTION PERMITS
PERMIT NO. SW8 � �p�-�
DOC TYPE ❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE loOl� Oh ZO
YYYYMMDD

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INDEX
SNOWFIFLD RD
SR 1522 COVER
C_1 TIMBER WIND WAY PLAN & PROFILE sS7A: 10+03.17 TO 16+19.91
!� R AND EROSION CONTROL PLAN
ABBREVIATIONS )/ SW-2 AND DETAILS
'�i��, �S STORM WATER POND 1 AND DETAILS
SDMH STORM DRAIN MANHOLE gyp%
FH FIRE HYDRANT
DI DROP INLET tiJ
�O
CI CURB INLET
SSMH SANITARY SEWER MANHOLE
WL WATER LINE VICINITY M A P
IE INVERT ELEVATION NOT TO SCALE
RIM RIM ELEVATION OF STRUCTURE
LF LINEAR FEET
DIP DUCTILE IRON PIPE
PVC POLYVINYL CHLORIDE
ELEV. ELEVATION
GV GATE VALVE
MIN. MINIMUM
TYP. TYPICAL
� t70 23 2-
HP HIGH POINT
�P LOW POINT APPROVED
NORTH CAROLINA ENVIRONMENTAL
F`E
MANAGEMENT COMMISSION
CONC. CONCRETE fF' DIVISION OF WATER QUALITY
" AR 6 - 2b
F sai"
RCP REINFORCED CONCRETE PIPE '
CMP CORRUGATED METAL PIPE
TBM TEMPORARY BENCH MARK
151 Poole Road, Suite 100
Belville, NC 28451
STA. STATION °t°°°��\A CAR0aej�i�
TEL [phone] Z
BOA BLOW OFF ASSEMBLY FAX [phone] ssi RECEIVED
SEAL `9 - MAY 0 5 2008
NIP NEW IRON PIPE
www. capefearengineering. com - ososss — P.E
HDPE HIGH DENSITY POLYETHYLENE %�l� �GIP _ BY WI
�AICE�IR,����o,
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.kft NOT TO SCAF
I 1109LANDs-,' \ 2=4179bSF wj1L -Y,< J � I �/ \ / II II PROPOSED
SEWER FORCE MAIN
\ _ES-1 DRAINAGE EASEMENT 20' D.E.
' \ _ INV: 16.50 III SEWER SERViCE -----IP f2 W
/ \ I 71•II SECTION OF DI-CH
TO BE FILLED
N, 22 LF OF \CI
\ 18„ SD RIM: 20.02
INV: 17.30
10 Ob 11+00� \� 2-2" SEPTIC SUPPLYLj
N T +� - a U LINE IN SAME TRENCH \\ / / j \ / \ 16k 11 �g 91
Ln
' - Y CI-6
o 3: RIM: 20.06
a 0 I I / PROPOSED INV: 16.95
O_j CC I I / FORCE
\
O ° MAIN CI-3 / P2M \Mg PR
RIM: 20.02
INV:1-7..20 a aim
titi / JB-4 - - / L 22\\ \
RIM: 20.7 INV: 1 F OF
\ 2 6.65 4-2" SEPT'fC SUPPLY d
' \ O /I 8" SD LINE N SHAME TRENCj l
13
C I R M: 20.06 . - -' �
INV:fi610 it SEPTIC FIELD SFIC FIELD� I \
-
� / \ \ E NCDENR COMMENTS 6/2 A807
MAS
D NCDENR COMMENTS 5 30/07
/SEPTIC FIELD C UPDATE STORM-WATER PLAN JDR
I � \\ \ � SEPTIC�Ff€1�D' I SEPTIC FIELD \ ' 3 20/07
p2FM \ I \SEPTIC FIELD I \ B FINAL DESIGN 3/14/07
A ISSUED FOR REGULATORY REVIEW JDR
_
LINE IN ES f�1E STREN H � "- !t2/19/07
3 \ REV. DESCRIPTION REV.BY
# DATE
` I
\ P2FM -� REVISIONS
`,,I II PiFM � \ I eeee°1u11Nuay+JP
FINAL DESIGN %I %0, CA °F NOT FOR CONSTRUCTION � ��s
50 0 50 100 _
FOR AGENCY REVIEW ON L ¢ SEAL 9� r
030589 _
5 0 5 10
1 INCH = 50 FT HORIZ
J •'c.rMM� \� 4�
1 INCH = 5 FT VERT
40
40
r��
Ll20— I
_
I . LOW P INT ELEV20 22 HIGH POINT ELEV 20'75 _ LOW P� INT ELEV _1 20.26 �_� ��_
38 144GH P_OLNS14S0 = + 79 HIGH _POINT TA 13+0 03 LOW P INT STA 4+29 72 38 owNER:
�VL STLk' �+39Q _. LOW P INT STAY+76 51
PNI STA 11 T]j70 1 PVI STA 13+04 9 - PV! STA _14+ 1 98 .
36 -�VV1 2 36 S/VO _ L. C.
PVI ELEV 20 3 II PVI ELV 20.9 W PI ELEV 2Q 12y e �
y
_K 1�1 7 _ A D 1 ...2 A D 1 1 34 /A D 1 1 w_ j 141A OLD FFlYETVILLE ROAD
34 'IK 65 93 f'.., rr K 74 46 - " 34 LELA111D, NC 28451
rLK 84 - 4 [phone]
`0 VC t i I ��I'LL L' I ]_ ){ _49 r 1 PRELIMINARY SITE PLAN
ll(
32
t
'� - I 1 100' VC { l - VC _�� 1-0�`VC I 32VILLAGE AT CYPRESS BAY
30 - 1� I _ y 30 M.4R/�l/l�i'E SHORES
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Lo
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O� 'O O €i N O N � i O '[L" [
{
26 iFa. 4fT "„ v �I3 xF -v1 �r i� L = 26
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>
24 m W i m m .. W m __ °� t w - E 24
m PROPO D GRADE
W , `h AR
22. :.,,. ,., a ^ _ .-_ - -- W. -- 1 -._- __- ., . 22 \ J n �'CAPE �n lne.
b 5 o I II .. I� € _T' ...,I, 75'�o>>e Rd, 100
NC 28461
I V u V a 3 1 ! TE_ (910)3A3 1044
20 20 FAX (9 Q)3e3 1045
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_ �_ 1 � vu•w.cepef�s�engfiecring.com
u eI LII 18
EXISTINGGRADE�.
T1 DRAWN J. ROGERS PROJECT
24 SD 1$Sly F 16 - 81 G-o3
p (, DESIGN J. ROGERS NUMBER
14 i' =- . 4 - 14 CHECK : M. SEFFELS SCALE 1"=50'
1 l J APPROVED M. SEFFELS DATE : 19 FEBRUARY 07
PATH:P:\812\812-03 VILLAGE AT CYPRESS
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THE VILLA CYPRESS
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RAL
6a .,,,, __ . . ., r.. � , F,m, , . ...., .. �n v . — P rc 6 1C'THE EONTRACTOROiS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR SHORES
ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ® MARITIME
ON RECORDS FROM THE UNLITY COMPANY AND, WHERE POSSIBLE MEASUREMENTS
TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING —�
ro to _ O O O tr) _ _ EXACT OR COMPLETE. IT SHALL BE THE RESPONSIBIUTY OF THE CONTRACTOR TI M BER WI N D LANE
_O N N N r M M N r 00 ^ TO VERIFY LOCATION OF ALL EXISTING UTILITIES. ANY CONFLICTS SHALL BE a'
N N N O N O N O N O N O O O O O cod 0) O O 0 — O N BROUGHT TO THE OWNERS AND ENGINEERS ATTENTION IMMEDIATELY. PLAN {J{. PROFILE
N N N N N N N N N N N N N N N 2. SEWER SERVICES TO BE LOCATED 12' FROM THE PROPERTY CORNER. /�'g y' (�
WHEN SERVICES ARE PLACED AT PROPERTY TUNERS THAT HAVE (1 EASEMENT, STA• 1 0+03.17 1 O 1 6+1 9.91
THEY ARE TO BE PLACED ON THE EASEM97T LINE; TYPICALLYTEN (10) FEET
FROM THE PROPERTY CORNER WHERE THIS APPLIES.
10+03.17 11+00 12+00 13+00 14+00 15+00 16+00 3. ALL SEWERUNES TO HAVE A MINIMUM OF 36' OF COVER
FROM THE ELEVATION OF THE PROPOSED FINISH GRADE.
4. A 10-FOOT UTIUTY EASEMENT HAS BEEN PLACED ALONG ALL LOT UNES THAT
ARE ADJACENT TO STREET RIGHT-OF-WAYS.
PROJECT NUMBER SHEET NUMBER
Wd L£:L£:L 800Z/807 - L ]eVd SS ddAO _L'V ]O'v1-111A. CO Z1.8 ZL8 �, f

'Y r;•;. .. it . ....: :: i. . . . . .. _.....: : :_;,. _. . .: _. :.. _:.::
RE-ROUTE DITCH FOR /0P
POSITIVE DRAINAGE TO v j SITE C°
THE SOUTHWEST
USE AS SEDIMENTATION TRAP UNTIL IMMEDIATELY
THE VILLAGE at CYPRESS BAY SITE IS STABILIZED, THEN REMOVE RREEMOVEE _MULCH. FERTILIZE & SEED
aTOR
SEDML- -1JR AIDEV
Kectulred Volume Calculatlon5 for Sediment and Erosion Control Measures �'� SPECIFICATION & MULCH, FERTILIZE AND
I '
y 79 SEED EXPOSED AREAS IMMEDIATELY v' ���- ur... I I I
Vol I S-P►L - - - - ° u u. r� 20 �1��
w �LIYb �3WL �9
Aria Inttn�,t,; Len th Vol Re uired De th Weir len th ng
EtERGE�N_C_Y LWAX- V ���
' - l�un..:f Co ' . Peak Flow Surface Area Width 9 Surface Area Di5tubed Area Conver5lon' q P Provided 9 � _<--
Required Provided $
a rzs) C bnlh� O ! 0, (cfs) 5q.ft) ft ft (5q.ft) (acres) cu ft. / ac. (eu.ft.) ft (cu.ft.) W (ft) � �:-
SOCLw w
' i �W �I I �y�E�2 ,E�� �� 1Y6aLA�VFls" , .Lw� l \\ \ 1 KI III
w
"= VICINITY MAP
3f330 "" 4186 45 3600.00 5220 6.0 6454 20 I I�G21-GN�DS `
Nor ro sr.ME
f _�f' i- 4 n� � 3:'� 4 �� 2� 7a X \ \ FE,S-1 �'17& SF LEGEND
F
v�"c3- corverson factor, 3.�c0 0.�c *_ec of seorage required per acre of disturbed land INV'.`16.5i9
7 \
" Run-off Cceff,ocrit = f( 1 .45 ac. X 0.05) (3,40 ac. X 0. 5)I / 4.85 ac. y �� / DRAINAGE AREA
1 20' POND .�.- K "� ` t 33,248 SF \ lI
I 0 year - 10 rmriute Inten5,ty from Table 5.4 of the PRDNSWICK COUNTY, NORTH CAROLINA Storm Water Management Marual I MAINTENANCE tASI<M T IP-
�\ LIMITS
From Wet Pond Data Sheet "'" 5 - A _"�� 43� F �w OF DISTURBANCE
/ �< w . \\
T 5,zt4 SF
MI ♦� � WETLAND
LIMITS OF
DISTURBANCES �w \ I
l GRAVEL CONS rION � - 7CATCH BASIN
j / \ O \ \ \ L ` \ 9,szo sF l , III PROTECTION
W/ INLET
ENTRANCE EXIT \ 4 ` -
3" MIN.- -{ 3" MIN. I I - 22 LF OF 17,772 sF \ i F S �y �IIII JUNCTION BOX W / INLET
18" SD , / � PROTECTION
ifff
z ;, CI-2 (. O - - - - i i\ l III EXISTING TOPO
I NOTE: 1 J : \ i �,
I I BOX SIZE TO BE BASED Lj RIM: 20.02 d \ 20,553 SF j �� \\ / �� / \ --
ON CONNECTING PIPES N N - a. INV:17.30 a s i I i I s PROJECT BOUNDARY
0 Ln 1 NWNm CVO
r WALL THICKNESS: AS REQUIRED O T_ `tP Cr (n -
SECTION - LOT NUMBER
- - - - - BY MANUFACTURER. I ,/��_ ' CI-6 \ �. / / ��I
CONCRETE: 4,000 PSI 28 DAYS o I,I / g ` / /i O // \
REINFORCING: AS REQUIRED BY MFR. Q O �/ „� RIM:20.06 \` - _ / I 2\�\�2
KNOCK-OUT PANELS I ( I I - J I �/ f III \ - ��\ SECTION LE ;ITCH
INV: 16.95 - + 9 1 \ \ TO 8E FILLED
IN ALL WALLS (TYP.) I I ( I 0 C) I ' r 0 LPN/* I / 21,969 SF/
ALL INLETS SHALL BE DESIGNED O L F F �J\N R' I , _ - - - - -- SF - SILT FENCE
- ' - - - FOR H2O LOADINGS cD II i
CI-3 / ntw
RIM: 20.02 122 LF Lp 'G5 _I / / \ I GENERAL NOTES,
s INLET PR TCTION �O 4 SD �' 1. CONTRACTOR TO FIELD VERIFY ALL BEGINNING
EXISTING
z I / � _
- - / / \ I UNDERGROUND UTILITIES BEFORE BEGINNING CONSTRUCTION.
PLAN , I (TYPI AL) , / / - \ ( 2. PROJECT AREA - 8.22 ACRES
A,A' 1 ` 22 "CF�OF / / \ _ 22 I 3. WETLANDS DELINEATED ON PLAN.
4. ALL STORMWATER DEVICES TO BE LOCATED IN
\ \ O JB-4 18" SD / LIMITS OF RECORDED DRAINAGE EASEMENTS.
,-FRAME AND GRATE \
2'x2' OR 2'x3' I � / ,3 20,003 SF RIM: 20.7 1 CI- i DISTURB�CE 5. LIMITS OF DISTURBED AREA 1.459 ACRES.
' OUTLET PIPE O 13 INV:16.65 1 RIM:20.06
9 oa9 SF 1 INV 16.90
ei 22,I30 SF /
_J IF
REVISED FOR NCDOT CULVERT MLT
BRICK, BLOCK, CMU r
I rCHANGE AT GOODLAND RD 4/15 08
MAB
OR PRECAST BOX w I / ;:, _ / / / E NCDENR COMMENTS 6 21 07
Of
> I / \ © / // 10 \ MAE
d a / \ 2o1a7o SF / 1t / \ ' NCDENR COMMENTS 5 30/07
\ / 38.808 SF \
I I\ \\ JDR
2/,392 SF // / \ C UPDATE STORM-WATER PLAN 3 20 07
1 "° � �o 00 gO�oC>C�O� N v i v v V 4 /
12" CRUSHED STONE ,v�uoo �o�ooa�o°Do�C D�c I \ B FINAL DESIGN JDR
\ s 3/14/07
A ISSUED FOR REGULATORY REVIEW
3,0��( y \ \ 2 JDR
19/07
FILL DITCH
SECTION \ (NOT JURISDIChk� L \ \ gr
CATCH BASIN I STREAMS AND/0 \ \\ ; REV.
DATBY
FOR PIPES MORE THAN 18 DIA. E I
WETLANDS) DESCRIPTION
NOT TO SCALE PROJECT BID NDARY
P2M
P2FM
UTILITY SEWER EASEMENT
'( O
STORMDRAIN SCHEDULE
SEAL
esc5s9
Line Size Material Length Sloe InvertDn InvertU RimElev Dn RimElev U 50' 0 50' 100'
in
FES#2 - 0S#1 18 RCP 15 0.50 16.93 17.00 18.00 1 INCH =50' FT
FES#1 -JB#4 24 RCP 202 0.07 16.50 16.65 21.75 i�e� O
r- STEEL POSTS (1 .25 LB/LINEAR FOOT JB #4 - CI #5 24 RCP 122 0.20 16.65 16.90 20.75 20.06
STRENGTH) CI #6 - CI #5 18 RCP 22 0.23 16.90 16.95 20.06 20.06
MINIMUM LENGTH = 5' JB#4 - CI#3 18 RCP 129 0.43 16.65 17.20 20.75 20.02
ACING = 4 EASEMENT - WIDTH AS INDICATED OWNER:
CI#3 - Cl #2 18 RCP 22 0.45 17.20 17.30 20.02 20,02 SNOW CREEK GROUP, L-L. c-
�c-
141A OLD FA YETVILLE ROAD
`ta NOTE: LELAND, NC 28451
` 41 ` � I GRADE SWALE TO PROVIDE [phone]
POSITIVE DRAINAGE PRELIMINARY SITE PLAN
BERMUDA
g EXISTING VEGETATION WIDTH VARIES (20', 24', 30') EXISTING VEGETATION GRASS LINED SWALE
THE VILLAGE A T CYPRESS BA Y@
A � A LEFT UNDISTURBED LIMITS OF DISTURBANCE LEFT UNDISTURBED
" " M MARITIME SHORES
5:1 MIN. 5:1 MIN. � \ , �
�•, LsJ.r. v"
NC D 0 T #5 OR #57 NOTES � � � � �����������������/������ � � � � � � � � � � � � � � � � � � � �� � j�\�.\\
WASHED STONE TWO LANE ROADS: 30'ONE LANE /� /
PLAN EASEMENT: ROAD: 24 WATER QUALITY SWALE
NOT TO SCALE �"'� CAPE FEAR
I - - ��J TYPICAL CLEARING & GRUBBING SECTION �W,Q,S.� v` Engineering, Inc.
° oi`'x 19-GAUGE HARDWARE CLOTH 'S'Ple,NC28451e'er
NOT TO SCALE
BelviNe,NC 28451
1" MESH OPENINGS) TEL
[phone]
N4 DOT #5 OR #57 (4 F4X [phone]
ww xaaefeamngineedngzcm.
2+WASHED STONE R/yI
2 T *VARIES'
APPROX. 16'
/j FILTERED /// / ii;?i/ 812-03
2' MIN. > /(� WATER ij/// CT
( DRAWN : J. OG MER
w z? I PLAN VIEW DESIGN J.P.pGERS NUMDER
y � a�o CHECK : D. FENNELL SCALE 1"=50'
K PEAYANEINT 9qL REINFORCEMENT INSTALL LEVEL AND
�SNN NTH NATURAL
oo MATTING ° APPROVED G. FENNELL - DATE ; 19 FEBRUARY 07
'Hv� auncr aro=
PATH:P:A812\812-03 VILLAGE AT CYPRESS
A A
SECTION A-A _- --- W
_ SQUARE PREFORMm (4'MIN.TMJ
HARDWARE CLOTH & GRAVEL DITCH SPOIL -_� t4-6' /T-- SWUR H�E(PS,) THE VILLAGE
p AT CYPRESS
I \ ! sMiPaAN FOR BEM NOT 5®AT1N NATNE GRASSES BAY
Y
AT Rl NAr ATNN1
INLET PROTECTION ® MARITIME SHORES
NOTES:
I NOT TO SCALE SECTION A-A
I CHECH DAMS �100' O.C. 1. DITCHES TO BE USED TO DE-WATER ROADWAY & A
I OR AS NEEDED UTLITY INSTALLATION. APE
u°RiLLNr7° rD(18 YIN.) �2• STORM WATER &
2. DITCHES TO BE FILLED AFTER STORM-DRAIN AND _ I ° EROSION CONTROL
UTILITIES INSTALLED. LINER CLASS 8 RIP RAP as TMES J
.��' IIBd(M1H FLIER FABRIC APES s I N PLAN & DETAILS
PIPE'S 512E
TYPICAL TEMPORARY ROADWAY DITCH SECTION
NOT TO SCALE LEVEL SPREADER DETAIL
NOT TO SCALE PROJECT NUMBER SHEET NUMBER
812- 03 SW- 1
Ad t7L:L£: L 800Z/807 - L dJdd SSdadAO1V dJb'HHIAE0 ZL8 ZL8 d - > -

SITE �•
FES#2 V t_ sIL_ 11L /
NOTE: PUMP TO BE PROVIDED IN ORDER � �TED MAINTENANCE
- INV 16.93 \ / 1a.1 SHELF I ACCESS +o°
\ / TO DRAIN POND WITHIN 24 HOURS. 7s�7-,D'� z.s ro 3.o vn 11
yJII s_,
SPREADER EMERGENCY SPILLWAY - rn°ET 3 M
LEVEL
_AIL / BOTTOM OFIFOREBAY. ,J.S•MSL FOREBAY PERM PTEMP. SD.UNAE 3•X31 Box POND"+9.0' MSL �x
® ELEV: 18.5 � �L ner smucnR Q 1 t
" _ e� e� eel SF \ \ -AIL- \\ ELEV=17.0 -I_ / \ -EMERGENCY SPILLWAY . 18.5' `\�.\ "��3*..
e� r y,T 1 L �/ /\\\_� F EBAY \\ P MAN N -17.0•M / \ / OUTLET PROTECTION FOR EMERGENCY
LEVESPILLL
SPREADER
ANDROR 16.9 LE SPILLWAY \
/ \\\\\ \ /\\/1�•OTT \/ �/ / RBLEN EL I6 RAIN
i i/ % / / \\/ i j / // %_ / EXISTING TER
BLEND IN TO
\�� \\��\\\�� �\��\ � pI�\ OND. 1P 5 \�\ \\ IEVE E 9
VEGETATED \I�, �\�i\\/i�\\� /\\ ' iy i /�\ Y�/\ /1/\ \ VICINITY MAP
`�� SHELF ,� ��\\ �\ � / \ �� � � /� \� \v ��\� ��\\� � \/�\ \\\/L\\
r OS 1 \ ^b NOT TO SCALE
I� /� l (� /� 3X3 OUTLET N III �� LI T' WOE CLAY CUT-OFF TRENCH
TR NCElEvgnN
FRA i I V A ,J E _ I � _1 STRUCTURE , = I WTH CLrAi�'O�N�. BENCCHH Taa BBEE ppN��`O
WTI CLAY FRE ANY OBdC7I0NAB AlER1AL 1 EMENDI.
I , Sd1A1PACTON REOUIREIIENTS 1..G\�V•
S =n�� J I TOP ELEV: 18.0 \ ,V` , \LL /[_ PLACE FILL MATERIAL IN 8 EN THINCHHETHE CONTINUOUS
V t/ C ` O FRS OR THE EE U E LENGTH OF THE TRENCH AREA AND COMPACT IT.
1 I// ON ACTOR MUST E USED TO COMPACT SOIL.
INV IN 17.0 , iII, NOTE: MAINTENANCE EASEMENT REQUIRED FOR RETENTION POND
i• \� o INV OUT 17.0 \ `III \ I SWRRY MALL NOTE: WET RETENTION POND TO SERVE AS SEDIMENT BASIN DURING CONSTRUCTION FOR EROSION CONTROL
• C f ��� /� �rI� �`
1 �L/`1 NUJ _ -,iI r- \ \� \\ I�I' I�I, \�I' ELEV: 17.0 sIL sIL zO, TYPICAL SECTION THRU WET RETENTION POND- I ������\�����\ SECTION OF DITCH
WE,:, LIL L
\ TO BE FILLED
Y -
Jl �1 d FOREBAY BERM TO lea FLOW DIRECTION
Cam- , -- - _ \ ♦ PAND (ELEV: 1&0) III=III =II
CUT YFF RE ♦ \ sIL sIL t l=_III III_
II
18.5 Ib5�SEE( TAIti IS . =I_I
SHEET)
-II I
TI-
/ ` 1 IJ =11 =11I-111 I1-1 =1I�'
\• �\Lu/L �\LI/L
_! 1(�L ` � � \ . 1 --- --- -I I hI I I I�I I I Il i 1111-III-
EMERGENCY SPILLWAY
\ � i
-- \1.Li� �•\lll/L 3' INSIDE
3 \\ � I - , - }\ S,c.♦ IL\ sIL
\ ' \ \ ♦ WEiLAND SPECIES PLANTINGS - 1" DIA. STEEL PIPE
4 S F V - \ \ V ♦ ON 10:1 VEGETATIVE SHELF
\ I LJ
*NOTE:
\ � GENUS/SPECIES COMMON NAME o 11 TRASH SCREEN TO BE ,y4 REBAR 0 4"
\\ - \ \ ♦ usi O.C. +- E.W. WELDED TO 3x3xl/B ANGLE
\ \ \ �� ♦♦ Juncus effusus Soft rush PLAN FRAME: HOT DIP GALVANIZE ALL METALS
_ I I \ ♦ Iris versicolor Blue flog M
AFTER FABRICATION. SECURE TO OUTLET
\ \ 4 Distichlis spicato Spike grass TRASH SCREEN* STRUCTURE.
Asclepius incarnato Swamp milkweed
VEGETATE POND SLOPES ABOVE PERMANENT BRICK, BLOCK, CMU, OR
y WATER LEVEL WITH BERMUDA GRASS PRECAST STRUCTURE.
\ \ EXISTING \ TOP OF OUTLET: 18.00
DITCH TO BE � � � TEMP. STORAGE ELEVATION
I \ \ FILLED R - - - 1" DIA. STEEL PIPE NORMAL WATER REVISED FOR NCDOT CULVERT MLT
\\\ \\ \ J i / ORIFICE INVERT: 17.0 15URFA� F CHANGE AT GOODLAND RD 4/15/08
4 �
- - - - - \` E NCDENR COMMENTS MAB
\ 18' RCP OUTLET ATTACH GALVANIZED WIRE CLOTH 6/21/07
\ 11722 S INVERT: _ (8 MESH 0.020 WIRE)
PIPE DIA. 170 1� D NCDENR COMMENTS MAB
I' = SEE DETAIL FOR POND SECTION 5 30/07
LE 6" CRUSHED STONE FOOTING - . 'TT POND BOTTOM: 12.5 C UPDATE STORM-WATER PLAN JDR
#4 BARS 0 12" o.C., E.W. SECTION 3/20/07
Q ^ POND OUTLET DETAIL B FINAL DESIGN JDR
5 PIJ,JJ ��J R 14/07
3 JDR
IPRAP NOT TO SCALE
GENERAL NOTES: TC / A ISSUED FOR REGULATORY REVIEW 2 19 07
1. TCPOGRAPHIC INFORMATION PROVIDED BY CAPE FEAR ENGINEERING. STORMWA 1 ER POND 1 20 0 20 40 REV. REV.BY
DESCRIPTION
2 CONTRACTOR TO FIELD VERIFY ALL EXISTING UNDERGROUND ' / # DATE
UTILITIES BEFORE BEGINNING CONSTRUCTION. TYPICAL CONC. / FINAL DESIGN REVISIONS
3. AREA OF DISTURBANCE IS APPROXIMATELY 1.459 ACRES. 1 INCH =20' FT CONC. / NOT FOR CONSTRUCTION
SEDIMENTATION OPERATION & MAINTENANCE NOTES: ISOMETRIC VIEW FOR AGENCY REVIEW ON 0'. CAR
rO4i'FE O0i,,�'y
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE ¢ ;
CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY
RUNOFF-PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE I 12" _ 12y I�� 12 - A A _ p SEAL
EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO e
030539 "
MAINTAIN ALL PRACTICES AS DESIGNED. I DRAIN PIPE I i I s�yjy Za
2. TEMPORARY CONSTRUCTION ENTRANCE WILL BE INSPECTED ^� m J_
WEEKLY IN ORDER TO KEEP SEDIMENT FROM BEING TRANSPORTED �F
OFFSITE. I 24" ,I I 24" Lu X - - -I I N Cj
do = PIPE DIA a `o
3. CONTRACTOR SHALL INSPECT AND MAINTAIN WET POND / SEDIMENT Lo = APRON LENGTH DRAIN PIPE > I SOLID TOP I I I
W - APRON WIDTH 1
BASIN AT NO LESS THAN 75% OF ITS INITIAL VOLUME. ACCUMULATED REVERSE SECTION STANDARD SECTION d = 3 X PIPE 0 G MN -i
PLAN FOOTIN - - �
SILTS TO BE REMOVED AND DESIGN VOLUME RESTORED, ACCORDINGLY. ROLL CURB & GUTTER DETAIL
owNeR:
SEQUENCE OF FINAL LAND DISTURBANCE: "' �_ SNO!/t/ CREEK GF%'C:> L.L. G.
1 PRECONSTRUCTION CONFERENCE TO BE HELD PRIOR TO BEGINNING. NOT TO SCALE7�:: I La j FOOTING (TYP.) I 141A OLD FAYETVILLE ROAD
2. DETERMINE AND MARK LIMITS OF FINAL DISTURBANCE. BARS 0
12"O.C.
SLOPE 0 X FLOW EA EACH WAY LELAND, NC 28451
SECTION PLAN [phone]
3. INSTALL GRAVEL CONSTRUCTION ENTRANCES. =III=III=III II=III -~ =III PRELIMINARY SITE PLAN
JUNCTION B O X
4 CONSTRUCTION OF SEDIMENT BASINS AND ROCK DAMS. JIII�JIIITLI7I�� THE VILLAGE AT CYPRESS eAY@
MARITIME SHORES
5. TOPSOIL REMOVAL A.NO/OR STORAGE. NOTES:d SECTION A� NOT TO SCALE
6 P.v SPECT AND MAINTAIN ALL EROSION CONTROL DEVICES EVERY 7 DAYS C/L SEE APPROPRIATE SCHEDULE FOR DIMENSIONS Filter blanket
AND AFTER EACH SIGNIFICANT RAINFALL_ EVENT (0.5" OR GREATER). 1. La is the length of the riprop apron.
4, 12 12 - 4• 2, d = 1.5 times the moximum stone diameter but IIIII
7. PLACE TEMPORARY SEEDING ON ANY DISTURBED AREAS THAT ARE TO 10' 10' not less than 6" T=
E3F LEFT IDLE FOR MORE THAN 15 DAYS. 3. A filter blanket or filter fabric should be
5. PERMANENT GRASS SHALL BE INSTALLED FOR ALL AREAS AT FINAL 1 1/2" OF 1-2 Installed between the riprop and soil foundation.
GRADE AND IN SEASON. FERTILIZE, WATER AND RESEED AS REQUIRED 3'1 1"/FL n"/FT. \ 4"/FT. 1"/ FT, 3:1 RIPRAP AT PIPE OUTLET CAPE FEAR
TO ESTABLISH A VIGOROUS STAND OF GRASS. NOT TO SCALE Engineering, Inc"
9. AFTER COMPLETION OF CONSTRUCTION AND THE SITE IS STABILIZED, /-
REMOVE ALL ACCUMULATED SEDIMENT FROM TRAPPING DEVICES AND 6" ABC 1em)le,NC eRd Suite 100
SPREAD EVENLY ACROSS THE SITE. GRASS THESE AREAS 2' MOUNTABLE CURB / �2' MOUNTABLE CURB FAX `9 Belville,0)3631T
OPTIONAL TEL Is10)383-1044
(OPTIONAL) TYPICAL TWO-WAY (OPTIONAL) www.capefeamnginmring.com
ng
IMMEDIATELY AND REMOVE ALL TEMPORARY TRAPPING DEVICES. www.cepefesrenglneering.com
STREET DETAIL NOT TO SCALE DRAWN : J. ROGERS PROJECT
o
MULCHING MATERIALS AND APPLICATION RATES \GLOP / 8 Mq *NOTE IF WIR£ FENCING /S OMITTED AND DESIGN J. ROGERS NUMBER : 812-03
MATERIAL RATE ACRE QUALITY NOTES
ONLY SYNTHETIC FILTER FABRIC /S USED CHECK D. FENNELL SCALE : AS SHOWN
/ J0 O VAR �M THE STEEL POSTS MUST BE A MAX/MUM .� �
Q �O MI ' f DISTANCE OF 6. APPROVED D. FENNELL DATE : 19 FEB 07
Should come from wheat or oats; ���
Dry, unchopped, O N O
STRAW 1-2 tons unweathered; avoid weeds, spread by hand or machine; must / UO�o0000�J I 2.i`` FZNQIyC / 1 PATH:P:\812\812-03 VILLAGE AT CYPRESS
be tacked down. �OooOOO 0�O�400 4 h I .10 1
TEMPORARY SEEDING o O�io�J000vJgjooVU s �,•
AMOUNT TIME OF FERiiLI A N 1000 OCo00 O� O� S POST ' 47 I THE VILLAGE AT CYPRESS
GRASS TYPE 1000 S SEEDING INITIAL MA NANCE Oo�O o°� TMf (TYp
RYE GRAIN 1-2 LBS. NOV. THRU JAN. 25 LBS. 10-10-10 NA NA NA ���o OQ-O�OQ�O�Oa'e Tllr' F .�
BROWNTOP MILLET 1-2 LBS. JUNE THRU AUG. 25 LBS. 10-10-10 NA NA NA �S�OOO - y z 1L"1 R R BAY
PERMANENT SEEDING COARSE AGGREGATE �O It�� �dL4' �RI� R @ MARITIME SHORES
2-3"
AMOUNT TIME OF NOTES: APPLICABLE AT ALL POINTS OF 2� SIRE�O
GRASS TYPE 1000 SF. SEEDING INITIAL MAINTENANCE INGRESS & EGRESS UNTIL SITE IS P �l
STABILIZED, FREQUENT CHECKS OF 6
BERMUDA, COMMON 1-2 LBS. APR. THRU JUNE 25 LBS. 10-10-10 MARCH - APRIL BiGt 4-B WEEKS AUG. - SEPT. B
12 LBS. 10-10-10 1-2 LBS. N. 12 LBS. 10-10-10 THE DEVICE AND TIMELY Ogac MIS I 40 R7W STORMWATER POND
MAINTENANCE MUST BE PROVIDED. 1C�� AA��'' sa R/W
FESCUE, TALL 5-7 LBS. SEPT. THRU OCT. 25 LBS. 10-10-10 FEB. - MARCH W& DEC. SEPT. - OCT. I AN '�
(KENTUCKY 31) FEB. THRU OCT. 12 LBS. 10-10-10 11 TO 1 I.B. N. 12 LBS. 10-10-10 ISOMETRIC FIN p c ' i 4A• RC-Rc
LESPE EZA (SLOPES) --I- 1-2 LBS. _ MARCH THRU APR. 25 LBS. 10-10-10 FEB. - MARCH 1/2 TO 1 LB. N. NA TEMPORARY CONSTRUCTION ENTRANCE SILT FENCE D E TA I L�R'�AST 1 ' °P & POND DETAILS
NOT TO SCALE CUL- DE- SAC PLAN
PROJECT NUMBER SHEET IJUMREH
NOT TO SCALE 8
1 n- 03
Ad 9Z:LC:L SOOZ/8L/17 I. DE)Vd SS�Iadl.0ld �JJdl71n CO ZL8 ZL8 d -

}
THN VILLA Off A T 0 YONAESS NA V
AT MA MIrIMAE SHORAES
mrsonswick CosonW,, North Carolina
�0 (i
SITE S
Z O�
O
INDEX
SNOWFIELD RD
COVER
SR 1522 STORMWATER AND EROSION ^.0'd'Y _ --AN
W-1 AND DETAILS
00� DO�� SW-2 STORMWATER POND 1 AND DETAILS
C 1 TIMBERWIND WAY PLAN & PROFILE sSTA: 10+03.17 TO 16+19.91
ABBREVIATIONS
SDMH STORM DRAIN MANHOLE
FH FIRE HYDRANT y0
DI DROP INLET yJ -
�O
CI CURB INLET
SSMH SANITARY SEWER MANHOLE
WL WATER LINE VICINITY MAfD
IE INVERT ELEVATION NOT TO SCALE
D
RIM RIM ELEVATION OF STRUCTURE
Q��
JUN 2
LF LINEAR FEET
o�02
DIP DUCTILE IRON PIPE
PVC POLYVINYL CHLORIDE
ELEV. ELEVATION
GV GATE VALVE
MIN. MINIMUM
TYP. TYPICAL
HP HIGH POINT
LP LOW POINT APPROVED 71W07
NORTH CAROLINA ENVIRONMENTAL
CAPE
FEAR MANAGEMENT COMMISSION
p CONc;. CONCRETE � �, � DIVISION OF WATER QUALITY
L) 70 37-
1 RCP REINFORCED CONCRETE PIPE Engineering., Inc.
i%
CMP CORRUGATED METAL PIPE
151 Poole Road, Suite 100
TBM TEMPORARY BENCH MARK HuuemMy
Belville, NC 28451 ��N c�Ro
STA. STATION TEL [phone]
BOA BLOW OFF ASSEMBLY FAX [phone] oQ �L t'- ]DA7E
NIP NEW IRON PIPE OG1Zv D7
www. � � �ca a earengineerin .com
HDPE HIGH DENSITY POLYETHYLENE 'na� Fu��`
'-,.,.ON �UCna+Vei2-03-MASTER.DW
IAI, ? is:/n:clnn7!n71g - nMft in 7t4> 719 ! - .

SITE �
7 3
1522
lih
y, e
q ePe �1M1
_ � snormfl.o
f5 '©WQk " ` NC ab
S
WLTL !w k
AN©S / WL-TLAN9S
t t a ,179a4SF � � i ''va, �' LEGEND PROPOSED
Rw* DRAINAGE EASEMENT 20 D E
I �\ FENS-1 �. �.. µ._ '
,I SETh'�"�' 'ORCF MAIN
O INV: 16.00 \4 � m,. II
IP2�P .3 ..w.
3 \ \ / I
SEWER SERVICE -O
I
l SECTION OF DITCH r �A
TO BE FILLED r\
AI
\ 22 LF OF RIM: 20.02
p \
10 m 71+Oa-15 SD INV:17.30 Li 1
i I 7Q � 2-2" SEPTIC SUPPLY
E
vi � ice- -- _f N a rJ" LINE IN SAME TRENCH \� / r �6kNg9�
III N
fl CI-6 ~� / po
RIM:20.06 _ t' N �r
fl r PROPOSED' \ \ INV:16.95 0
o b 1 1 / 2" FORCE _ NO
o MAIN CI-3 wa11f1 'VIABER� p15, R�
I RIM: 20.02
I s INV:1-7:20
1 II
1 3; � JB-4
1 RIM: 20.7 OF SEPTIC
1 INV: 16.65 " 4-2" SEC SUPPLY
8 SD ".
I 13 LINE N, SrXME TRENCH•
1 C -5 r
I R M: 20.06 ... �`
•,. yr ..
16*10
11 N SEPTIC FIELD SEPITIC FIELD m"
J� { I `� f I st SIR
% S
6 21 07
NC'DEENR COMMENTS MAB
1 ` F 5 30 07
t110 JDR
UPDATE STORM-WATER PLAN SEP 3 20 07
( TIC FIELD
1 " SEPTIC`F111D SEPTIC FIELD JDR
1 ►� �l \SEPTIC FIELD v I 3 � ` RAL DESIGN 3/14 07
1 1 :" .•�� S26-14'23"W JDR
1 S2 '14'23'W 15.69' o ca i ( A ISSUED FOR REGULATORY REVIEW
_ 3-2 '^SEP ,C SUPPLY 2 19 07
1 241.72' Jo LINE IN S ME TRENCH -J
I W \ t REV. REV BY
I # DESCRIPTION DATE
e
1
Ln Ld � 4 �_ P1M ,[>_VeSIvNS
epe�uuuetytn I
i 1 �''`�� f9Ar J S26'1810 CA I
/ 440.63' �� P�� Ra�*01.
11 1 Asa?O 0
50 0 50 100 - 4 SEAL �' _
024908
5 0 5 10 ~�'F tP �v.
1 INCH = 50 FT VERT '��'•t- ft
a
'tttntnnmea4
40 40
38 _ LOW P: iN': ELEV = 20.22 HIGH POIN1 ELEV = 20.75 LOW P ANT ELEV = 20.26
LOW P&NT STA = 1+76.51 HIGH POINT TA = 13+0 .03 LOW P INT STA = 4+29.72 38
P' I STA = 11 70 PVI ST = 13+04.9 PV STA = 14+ 1.98 OWNER:
36 - PVI ELEV = 20.03 PVI EL V = 20.92 P I ELEV = 2 12 36 SNOW CR �iC GROUP, L.L. C.
A.D. = 1.52 A.D. _ -1.34 A.D. = 1.1 L .. g0nO
34 34
K = 65.93 K A 74.46 K = 84.49
32 o VC I ( 32
v s m
N N t9.'Wi TIME,SHORES
30 30
o p
N + -t 17 Ln I,
28 O N O N N Ih p 28
U
26 0 m ULL > 0 0 U U N U 26
24 m w m w w m LA w m DD w PROPO ED GRADE 24 FEAR
Engineering, Inc.
22 .5 0 22 151 Poole Rd,Suite 100
o
P 20 Belvllte NC 28461
ZO T ,,3e ate BF.g d
18 EXISTING 18
GRADE
16 16 DRAWN : J. ROGERS PROJECT
DESIGN : J. ROGERS NUMBER
14 14 CHECK M. SEFFELS SCALE : 1"m50'
APPROVED : M. SEFFELS DATE : 19 FEDRUARY 07
1 12 PATH:P:\812\812-03\DWG\CONSTRUCTION\812-03_MAS?ER.UWG�
01
10 8 10
8 s THE VILLAGE AT CYPRESS
a - GENERAL NOTES: BAY
6 6 1. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ® MARITIME SHORES
Ad?w 8l8P _ ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED
DS FROM THE UTITY COMPANY AND, WHERE POSSIBLE MEASUREM
5.00 TAKEE�THE FIELD. THE (INFORMATION IS NOT TO BE REM ON AS BEINGETS P
EXACT OR COMPLETE IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR l r ;1 :A A I E
M O (V �_'N N O� ^(0 M N N U) Lq O ^ TO VERIFY LOCATION OF ALL EXISTING UTILITIES. ANY CONFLICTS SHALL BE .)` -s „ - ''aHI Yi
N N N O N O N O N O N p 0 0 O Q 00 6 O p O N O(V BROUGHT TO THE OWNERS AND ENGINEERS ATTENTION IMMEDIATELY. rq L c- -:.-� $i
N N N N N N N N N N `-N N N N N 2. SEWER SERVICES TO BE LOCATED 12' FROM THE PROPERTY CORNER. �"` 'e e
WHEN SERVICES ARE PLACED AT PROPERTY CORNERS THAT HAVE AN EASEMENT,
THEY ARE TO BE PLACED ON THE EASEMENT LINE: TYPICALLYIEN (10) FEET 6�'`1� e �`' '{`� "¢ �,<. 1
FROM THE PROPERTY CORNER WHERE THIS APPLIES.
10+03.17 11+00 12+00 13+00 14+00 15+00 16+00 3. ALL SEWERUNES TO HAVE A MI MUM OF 3r OF COVER
FROM THE ELEVATION OF THE PROPOSED FINISH GRADE
j 4. A 10-FOOT UTILITY EASEMENT HAS BEEN PLACED ALONG ALL LOT LINES THAT
ARE ADJACENT TO STREET RIGHT-OF-WAYS. ROI C! .UMBER �. SWEET NUMBER
I
812- 03 C-1

I
RE-ROUTE DITCH FOR \ SITE
POSITIVE DRAINAGE TO 3
USE AS SEDIMENTATION TRAP UNTIL - - - THE SOUTHWEST - �- ate., ,, 6W vv,IMMEDIATELY5
THE VILLAGE at CYPRESS BAY SITE IS STABILIZED, THEN REMOVE __ - - Cp FERTILIZE& SEE _
! � , _ �J
�1 r SEDIf•,tEt�T RE'�_
--.a-�^" c` i T6 DEL RO
Required Volume Calculations for Sediment and Erosion Control Measures SPECIFICATION & MULCH, FERTILIZE AND1Gppr /
' SEED EXPOSED AREAS IMMEDIATELY 897
___--
I -- Vol r ,EMERGENCY SPILLN(A,Y... - - f .,.. .,
zD � f
IRunoff Co i Intensity Feak Plo,v I Surface P.rea tb'idth Length gurface Area D stubed Area Gonversion•IVol Required Depth Provided Weir length _ li ,I
I Required Provided ( / mamI(
7 _
aC,e5i I C SCALE J
I GNhr) Q i 0, (efs) {sq.ft) ft ft (5q.ft) (acres) cu ft. / ac. (cu.ft.) ft (cu.ft.) W (ft) AIN E r-I , O ;.t
-''s�4 E I �*- ' VICINITY MAP
I "2
4.85 i 0.3� 4.Ge 8.79 3830 "" "" 4 18G 45 3G00.00 5220 6.0 6454 20 ( ` '' O ! nWE�TLANOS.* � • `WETL ANDS itl s. �
` I \ . �, . rA1r m
POND i' J
FE,S 1 : 3111 I `I
�, � �. �
Typical conversion factor, 3,GOC cubic feet of storage requ;red per acre of disturbed land j ' INV 16 5a ,,h\X li �1 } DRAINAGE AREA
Run 3
-off Coefficient ;( 1 .45 _ ; (3.40 ac. ✓ O. 1 5)1 / 4.85 ae. 20' PO (PIPE SYSTEM )
S ND - 33,248 SF r Hr,E'1
10 year - 10 minute Intcx ., tr; m .:hle 5.4 of the DRUN5WICK COUNTY, NORTH CAROLINA Storm Water Management Manual I I MAINTENANCE T IP- �: p r� I , POND DRAINAGE . s
w,
I I ITS DISTURBANCE
Prom Wet Pond Data She `et O // i 2y1 435FI LIMITS OF
1 I 15,214 SF \ \ w \
3
LIMITS OF \ �� �, '? \ _
WETLAND
DISTURBANCE°
II GRAVEL CONSTRUCTION
CATCH BASIN W/ INLET
ENTRANCE/EXIT ~` �� \ z- , . v't \ 9,820 sFi PROTECTION
3' MIN. 3" MIN. (� p°in 22 LF OF 7,722 SF
o 15 `� / } O" "11INI ET
C SD
g f
`��• 20,553 SF ". a ` s £ ra/a ..�ffi,.x '��'.,_.,�.'T �:;ij i�lDARY
NOTE: ,,; I RIM:20.02 a O
I I I BOX SIZE CT BE BASED Ui rT a. INV.17.30 \
ON CONNECTING PIPES O N W ° \\.-. -- _ �:v , ,�j , IIIfi
i I i ----- WALL THICKNESS: AS REQUIRED I I �.� 1 r1-6 � IIo "• F SE T'Jiff - '_ �TNUMB R
l: '
BY MANUFACTURER.
I I I I CONCRETE: 4,000 PSI 0 28 DAYS z I RIM: 20.06 - `� ff \� \�i SECTION OF DITCH
REINFORCING: AS REQUIRED BY MFR. Q O �� INV'.16.95 O I 'm TO BE FILLED
KNCCK-CUT PANELS I ( I I - 0 II , LPN 21,969 SF1' I e .
IN ALL WALLS (TYP.) I r 0 I - - - - SF SILT FENCE
ALL INLETS SHALL BE DESIGNED O i7y ��E R� !
----- FOR H2O LOADINGS O
I RIM:20.02 127 LF 5/ _ \ I GENERAL NOTES:
O --- II IN�[rY7 20 '� F 24 $p �� 2 1. CONTRACTOR TO FIELD VERIFY ALL EXISTING
T- I INLET PR T•ECTION III UNDERGROUND UTILITIES BEFORE BEGINNING CONSTRUCTION.
6, PLAN 6L II ` z� (TYPI AL) 22�CF OF _ _ _
M { a . € _
22 2. PRCJE'T AREA AORES
II 1 t i 2 18" SD LIMITS OF Zr F.^� ;: , �1,
FRAME AND GRATE I I O iISTURBANCE r
2'x2' OR 2'x3' I 1 `'* ,r' 20,003 SF 13 RIM: t Cl-CI- 4. ALL STORMWATER DEVICES TO BE LOCATED IN
OUTLET PIPE I ' O O INV:16.65 RIM.20.06 RECORDED DRAINAGE EASEMENTS.
i `\ 3 1 19,089 SF i INV:16.90
14.l 22,130 SF i 5. LIMITS OF DISTURBED AREA 1.459 ACRES.
a I
i
` o f,1A
BRICK, BLOCK, CMU
v`OR PRECAST BOX E NCDENR COMMENTSLd LA
Of
J
A
10 D NCDENR COMMENTS Er r
r
20,870 SF =' 11 38,808 SF
II 21,39z SF A� I C UPDATE STORM-WATER PLAN 3 DR 07
to
So SO�o Soon ° Sod II ' \ ►'"' x;
12" CRUSHED STONE ;o�ooc�o ooc�o oc�0 01 I I ''. �� S26'14'23"W �,� \ i B FINAL DESIGN 3 14RO7
cqa� OQg79 t7Q��R JDR
A ISSUED FOR REGULATORY REVIEW 2 19 07
/ /
I S2$'14'23'W 15.69 o G: FILL DITCH \ q LL' �, '
I 2�1.72 RE=J. ' REV.PY
SECTION � , (NOT JURISDIC`TIQ L
w STREAMS AND/OFC,
CATCH BASIN I = I \ # I _ ` DATE
Z WETLANDS)
FOR PIPES MORE THAN 18 DIA. s II T �W
NOT To s �I PROJECT BOUNDARY ,r o ( \r d._ ..� } _-: j
o 46 rats ,
w .�.PIPM S26'18'10"W
awns
440.63' UTILITY SEWER EASEMENT Cie
I I 4 AV� s
I w \
STORMDRAIN SCHEDULE 3a SEAL r
� alz�9os
Line Size Material Length Sloe InvertDn Invei,tUp RimElev Dn RimElev Up 50' 0 50' 100'
a in
FES#1 JB#4 24 RCP 202 0.07 16.50 16.65 ill
21.75 �n1° "µ
L 1 INCH =50' FT
JB#4- CI #5 24 RCP 127 0.19 16.65 16.90 20.75 20.06
STEEL POSTS (1 .25 LB/LINEAR FOOT Cl #6 -CI #5 18 RCP 22 0.22 16.90 1 16.95 20.06 20.06
STRENGTH) JS#4 CI#3 18 RCP 140 0.39 16.65 17.20 20.7-5 20.02
MINIMUM LENGTH = 5' n - I EASEMENT - WIDTH AS INDICATED I
ACING = 4' 0I#3 - -•I #2 18 RCP 22 0.45 17.20 17.30 20.02 20.02 `_7 sNovv cry AE7 cfzouP L.L. C.
I
I I 141A OLD FAYETVILLE ROAD
NOTE I LELAND, NC 28451
GRADE SWALE TO PROVIDE [phone]
POSITIVE DRAINAGE BERMUDA PRELIMINARY SITE PLAN
EXISTING VEGETATION WIDTH VARIES (20', 24', 30') EXISTING VEGETATION GRASS LINED SWALE
THE VILLAGE AT CYPRESS BAY(4
LEFT UNDISTURBED LIMITS OF DISTURBANCE LEFT UNDISTURBED
A 5:1 MIN. 5.1 MIN. \/\\/\\ \� MA1�dT/A�IE 311®f? a
I I
NC DOT #5 OR #57 NOTE � � � � � � � � :� � \ � � � � � � \ � ��A
WASHED STONE TWO LANE ROADS: 30' 'I
PLAN ONE LANE ROAD: 24'
EASEMENT: 20' WATER QUALITY SWALE CAPE FEAR
NOT TO SCALE !
TYPICAL CLEARING & GRUBBING SECTION Engineering, Inc.
-4'max - 19-GAUGE HARDWARE CLOTH NOT TO SCALE
( MESH OPENINGS)
N DOT #5 OR #57
2,WASHED STONE RRW
is 'VARIES
APPROX. 16' J vGv�e 4
FIlTEReO �/T// /�/' DRAWN : f3 PR _ GT Tj42-03
WATER N /[; �/� I
2 MIN. 7 Ala I PLAN VIEW DESIGN : J.ROGER5 NUMBER : -
��/ y W <o FD�ANFNT s�u.RnRctlExr INSTALL LEVEL AM
: D. FENNELL SCALE
------ j�,. j // MATS 0mM ado NATURALRAPPROVED : D. FENNELL DATE : 19 FEBRUARY 07
ter,r t4'-6' PFE OR DITCH
��n \� d PATH:P \812\812-03\DWG\CONSTRUCIION\812-03-MASTOR.DWG
' . 1 I i l l I , I , r ,. S 13 ) I I +
I SECTION A-A
. ..::. J SQUIRE PRFT°R1ED N'MW rnJ
HARDWARE CLOTH & GRAVEL
DITCH SPOIL ; I . t4•-6' I , E1f�> THE VILLAGE AT CYPRESS
S�IOTMFCN QAM Tt NDT
MW INM A NATIVE GRAMM RAY
€ , AT NBTAFIATIQU f F
INLET PROTECTION � frit SHORES
NOTES:
NOT TO SCALE SECTION A-A _.
GHECH DAMS 0f100' O.C. 1. DITCHES TO BE USED TO DE-WATER ROADWAY & PPE OROR" STORMiNATER &
OR AS NEEDED UTLITY INSTALLA11oN. anLET B Or MNJ r
2. DITCHES TO BE FILLED AFTER STORM-DRAIN AND -RAP EROSION CONTROL
UTILITIES INSTALLED. IW INIM CLAS33_fM FM
�' TtlOf ql!fiTBR FABRIC G'BOIARBC 1•i11IX
F9E'B 5� PLAN & DETAILS F
TYPICAL TEMPORARY RCADWAY DITCH SECTION
NOT TO SCALE LEVEL SPREADER DETAIL
NOT TO SIC
AIE PROJECT NUMBER
812-03 I SW- 1 ��

S SITE 'k%
a,
NOTE: PUMP TO BE PROVIDED IN ORDER VEGETA7ED MAINTENANCE I
7 rr 10:1 SHELF ACCESS \
-- - TO DRAIN POND WITHIN 24 HOURS. 1 zs a 2.5 TO 3.0 j
OF POND.19.0' MSL
EMERGENCY SPILLWAY �� " .... '` 7 eorrom OF FoRwAY_ L3.a'MSl nET smuc7u
I ® ELEV: 18.5 M Sa�% ERcwcr aIx
A V/ B_ .+T LL SPILLWAY
PROIE� FOR EMERGENCY $
FOREBAY
\\ SPILLWAY AND PRINCIPLE SPILLWAY
17 LAM
51
PFAIIANERT POOL /
EB Y �—
,_,.-✓..... ^^" ".�" -.. , , SPREAOEIt EIN TO �
.. �. .. . _. _ _.,_ _., ... ... _ _ . .�- 10 -L.! - i nNG TERRAIN
.. y ` dll/ VEGETATED dll/ fr \
TTOY OF POND. 120'MSL \
SPREADER _ VICINITY MAP
SHELF .......
1 .3X3 OUTLET ly�...; , r _ _sg.
Nor cuv MIT-On' 1Rw Lf1&1Af3t�G
STRUCTURE
� BVTmxur: J
I �P ELEV 18.5 r / iiiAQMPACAMCN TENTS
f 5 � r .- .. COMPACTOR Wsr BE USED 7O CpAPACT S7 AREA AND COMPACT IT.
PLACE FILL MATERIAL M e TO a INCH CONnN0004
1 4.•.ye,..,/1, I %. S 7ST w LENG7H aF THE TRENCH
p : ,,. -- - - ' `; _ NOTE: MAINTENANCE EASEMENT REQUIRED FOR RETENTION POND
i
I \ NeD w 11t/ SLURRY WALL NOTE. WET RETENTION POND TO SERVE AS SEDIMENT BASIN DURING CONSTRUCTION FOR EROSION CONTROL
I o� �SSTLAS�S -;r ��I, V ' `^° dil_ DITCH
llR Y
�!!/ `!!/ ELEV: 16.50 Za TYPICAL SECT IC?N T�iRU WET RETENTION POND- i �� �`A%� , a TO BE' ED'
kill
i i 20
FCREBAY BERM TO s.o +19.0 _
s k1l
.w•• FLOW DIRECTION
PQND (ELEV: 1.71i4) "I�I CUTtJFF fRE CH i_III I 8 5 b.5,(SEE DETAILSHEET) '
_ RIP-RAT'_ b _F.._ EMERGENCY SPILLWAY
a I I
t
3' INSID I
y
I 1 E
..r r
\ WETLAND SPECIES PLANTINGS — t.o DIA. STEEL PIPE
0
i rn
\\ ✓, .�\ ON 10.1 VEGETATIVE SHELF
NOTE:
\\ I \ �.0 GENU $PECIES COMMON NAME TRASH SCREEN TO BE !4 REBAR 9 4"
` O.C. E: E.W., WELDED 0 3x3LL M ANGLE
\ , Juncus effusus Soft rush PLAN FRAME: HOT DIP GALVANIZE ALL METALS
Iris PerskWor Blue Bag AFTER FABRICATION. SECURE TO OUTLET
i \\ 01stichiis spicato Spike gross TRASH SCREEN* STRUCTURE.
Ascieplas Incamato Swamp milkweed
VEGETATE POND SLOPES ABOVE PERMANENT BRICK, BLOCK, CMU, OR
WATER LEVEL WITH BERMUDA GRASS PRECAST STRUCTURE.
EXISTING TOP OF OUTLET- 18.SO ,
\ DITCH TO BE TEMP. STORAGE
ELEVATION
STEEL PIPE NORMAL WATER
o ( 4)
I FILLED suRFACE�� _- - ORIFICE INVERT: 17.4 _L �_
_ I
I - 12
E NCDENR COMMENTS MAB
- - --_..----., �,.w ; 1 W RCP IOUTLET NVERT* LATTACH GALVANIZED WIRE CLOTH 6 21 07
IN V (8 MESH 0.020 WIRE) a F ' 1,.
tr B iN L ttur 1�., �NTS MAB
4 PIPE DIA. SEE DETAIL FOR POND SECTION S 30 07
I \ V 6" CRUSHED STONE FOOTING " • _ - JDR
#4 BARS 0 tz' o.C., E.W. SECTION POND BOTTOM: t2.0 � UPDATE STORM—WATER PLAN 3 20 07
f B FINAL DESIGN JDR
�\ \ 5 �� �, POND OUTLET DETAIL 3 14 07
/ ��� '-••� > I A \ 111 ��
`; (� I \ ����/JJJDII ✓ RIFR.AF' NOT TO SCALE JDR
A ISSUED FOR REGULATORY REVIEW
GENERAL NOTES:
1. TOPOGRAPHIC INFORMATION PROVIDED BY CAPE FEAR ENGINEERING. STORMWATER P0ND#1 ® 210 G1 20 40
J R# Dr 4 c'T [
2. CONTRACTOR TO FI L� VERIFY ALL EXISTING UNDERGROUND DESCRIPTION
t` I (�H![' Y
i UTILITIES BEFORE B`_(_- �N1NG CONSTRUCTION. TYPICAL GONG. / REVISIONS
j 3. AREA OF DISTURBANCE IS APPROXIMATELY 1.459 ACRES. t. INCH =20' FT SEC1FLARED ON ��/
SEDIMENTATION OPERATION & MAINTENANCE NOTES: ISOMETRIC VIEW
SEDIMENTATION f O DES$/CI`i y'ipt
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE
CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY 12" 12" 12" 12" A A =
RUNOFF-PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE 3 4 SEAL �r
EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO " I � 4908
MAINTAIN ALL PRACTICES AS DESIGNED. ,001 DRAIN PIPE I sr �`�
2. TEMPORARY CONSTRUCTION ENTRANCE WILL BE INSPECTED m
WEEKLY IN ORDER TO KEEP SEDIMENT FROM BEING TRANSPORTED �J__�� "�+aEFisr+.k•
24" 24- W r
II OFFSITE. f I `n N 0 do m PIPE DIA > SOLID TOP a o
La - pApPRON LENGTH Df:AI'd PIPL-
3. CONTRACTOR I ^1SF r�T AiJ;) MAINTAIN WET POND / SEDIMENT W �3 X E a MN --� 4
BASIN AT NO L F. THAN 75% OF ITS INITIAL VOLUME. ACCUMULATED REVERSE SECTION STANDARD SECTION d = APRON DEPTH PLAN FC°RTC
SILTS TO 6E C L"ESIGN VOLUME RESTORED, ACCORDINGLY. ROLL CURB & GUTTER DETAIL ; OWNER:
SEQUENCE O' + ;I 1f E -ICE DISTURBANCE: " Fa SNoIOV Cf?EEK L.L.L_ C.
1, PRECONSTRUCTION CONFERENCE TO BE HELD PRIOR TO BEGINNING. NOT TO SCALE I_ T— FOOTING (TYP.)
141A OLD FAYETVILLE ROAD
BARS 0
2. DETERMINE AND MARK LIMITS OF FINAL DISTURBANCE. SLOPE o x � EACH WAY 12"o C !=:-An;D, fvc 2c+v51
IS7ALL GRAVEL CONSTRUCTION ENTRANCES. I _ SECTION PLAN j919 TCYPR 00
Ilff�11iT I I I Q �( t-'REt'-'F '^>I1EYiaN
1 —111 .JUNCTION BOX
/> THE VILLAGE 4: CYPRESS BAYng
CCNf;T=`_ICTION OF SEDIMENT BASINS AND ROCK DAMS. 1 I II�IIIIII T_Iml
d� SECTION A— NOT TO SCALE MARITIME SHORES
°. TOPSOIL REMOVAL AND/OR STORAGE. NOTES:
AN VAINTAIN ALL EROSION CONTROL DEVICES EVERY 7 DAYS C/L SEE APPROPRIATE SCHEDULE FOR DIMENSIONS Filter blanket
;FT' R EACH SIGNIFICANT RAINFALL EVENT (0.5' OR GREATER). 1. La is the length of the riprop apron.
4, 12' - 12' Q, 2. d = 1.5 thes the maximum atone diameter but �
'i r`,CE TF AP1 DRARY SEEDING ON ANY DISTURBED AREAS THAT ARE TO not less than s" m=
t0' 10' 3. A filter blanket or filter fabric should be
BE LEFT IDLE FOR MORE THAN 15 DAYS.
1 1/2" OF 1-2 installed betrroen the Nprap and sell foundation. p
$ GRPDENENT ANC GRASS
SEASON.SHALL
FERPUZE,ALLED FOR ALL AREAS AT FINAL WATER AND RESEED AS REQUIRED 3'1 I"/FT; i`IFT S a"/FT. 1"/ FT.
3'1 RIPRAP AT PIPE OUTLET C'fy�� ����
TO ESTABLISH A VIGOROUS STAND OF GRASS. NOT TO SCALE VVV EMgineeYl�?�, fp ,
9. AFTER COMPLETION OF CONSTRUCTION AND THE SITE IS STABILIZED, esroee,Nczeast
REMOVE ALL ACCUi a it I -J EJIA4EiJ T ( IROOM TRAPPING DEVICES AND /a 8" ABC TEL 1310i 3831044
SPREAD EVENLY r,""DE T'!E SITE. GRASS THESE AREAS ( MOUNTABLE CURB 2' MOUNTABLE CURB
(OPTIONAL) (OPTIONAL) FAx [phone]
TYPICAL TWO-WAY www.capelearengrneoring cDn I
s IMMEDIATELY AND REMOVE ALL TEMPORARY TRAPPING DEVICES.
I STREET DETAIL / DRAWN : J. ROGERS PROJECT
NOT TO SCALE P� 8' DESIGN J. ROGERS NUMBER 812-03
i MULCHING MATERIALS AND APPLICATION RATES ��� M�>u ONLYSYN7HE71C FILTER FABRIC ISCHECK : D. FENNEL SCALE : AS SHOWN
MATERIAL RATE/ACRE QUALITY NOTES aJ�� �. 1MR MGM THE STEEL POSTS MUST BE A MAXIMUM .� �.
f DISTANCE OF 6. APPROVED D FENNEL DATE 19 FEB 07
Dry, unchop ed, Should come from wheat or Data; 0
STRAW 1-2 tons spread by hand or machine; must i �Q QO N O M 6 PAilJ:P: 812�;81. 03°OWGz,^^'€ET#� +r`T't"E�892 03aIASTER.DWG
unweathere ; avold Weeds. p�OQ S
be tucked down. 9 -
p�o00o
TEMPORARY SEEDING / So°�aO 00���- W Sri I s F = -
AMOUNT -11ME OF A 0 1 O �(���jo �00 t P 1 I THE ":t ! r s T SS
GRASS TYPE 1000 S . SEEDING ! I "" r
INITIAL MAINTENANCE O00 �pQ gi TMfnO (Tip t` /f BAY
RYE GRAIN _._ _ . 1- TES. - NOV. THRU JAM. 25 LBS. 70-10-10 NA NA NA Q� GOOpQ�O '�i• ' '' F} p '� MARITIME
�+
BROWNTOP 1-�-_ LOS. -- - DUNE THRU AUG. 25 LBS. 10-10-10 NA NA NA t�OV ��O y ' l F IC IjrIARI TIDE SHORES
PERMANENT FEEDING COARSE AGGREGATE �
=?f-_ 2-3" V11�IEQ0 4�cr'
AMOUNT TIME OF NOTES: APPLICABLE AT ALL POINTS OF \� 1 1
GRASS TYPE 1000 Sv SEEDING INITIALMAINTENANCE INGRESS do EGRESS UNTIL SITE IS _
BERMUDA, COMMON 1-2 LBS. APR. THRU DUNE 25 LBS. 10-10-10 MARCH - APRIL EACH 4-8 WEEKS AUG. - SEPT. STABILIZED, FREQUENT CHECKS OF B I
12 LBS. 10-10-10 1-2 LBS. N. 12 LBS. 10-10-10 THE DEVICE AND TIMELY �i� I so R ° '' /�
MAINTENANCE MUST BE PROVIDED. q R � 3TE� POND
+ F" CU . TALL 5-7 LBS. SEPT. THRU OCT. 25 LBS. 10-10-10 FEB. - MARCH MAY & DEC. SEPT. - OCT. T��
12 LOS. 10-10-10 1/2 TO 1 LB. N. 12 LBS. 10-10-1 o ISOMETRIC Fll kt Q I I
{ Lez lfriY 31) FEB. THRU OCT. FP
TEMPORARY` CONSTRUCTION ENTRANCE SILT FENCE DETAIL
�R'�' BG & POND DETAILS
SESPEDE_RICEA ( _ __
' �cacr 7A (SLOPES) 1-2 LBS. MARCH THRU APR. 25 LBS. 10-10-10 FEB. - MARCH 1/2 TO i LB. N. NA ._-
_= NOT TO SCALE CUL—DE— SAC PLAN acLc, SHEET NUM9ER
NOT iO SCALE
` I SW-2
IPIA ac'f7+,=7 /110 71 1 710 - ! :irw-1 o t°Sni 1 -)nvi 1 qwr-,r,-nAAr7 ran` 7! 0