SW8070741_APPROVED PLANS_20070904 (2)

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 07074 1
DOC TYPE
El CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2007 Oq 0 4
YYYYMMDD

1 _
GENERAL £
SITE t`
1 20
FOOD IION
N
s
\ `\Y!r Fk`SrING REMOVE ASPHALT
45p84C r o
L ---
o t II
it 0 IDG A
�-_1EIP VICINITY MAP (NTS)
1 tl
1 _
� I _� � `I E _
143. 15 f 2 RETAINING WALL S 03° 13' 51 "E t 262.4'5' TOTAL) 77.45 40
NP p •S69°31'40"E �6 _ EIP
r ! r ° N .� 0• Z ���
r ' R
k E S E T
Cp y �7 3 � CO pp n
�yF9 i IN S2n°2'ABO o D E I 0 o {
S 20-a'1 a1N N
OD
Opa o9 J S, a S r i 17.56 w /
! !1 r! 1,toN36- INO: i 1� 9, 14.00 •�- ti° // 1 S3.13'51 E N ` �/' l - +
! r ! ti N2 ° S 69°31 qQ"E� P 9 -- -� O �� i ! +I x
0 2?' 8 -
i i 7S'e RETN20 241.3.1
AINING 0 2
CS / 7, 2Q • N LLC N
`r PROPOSED / / / gi N NEWPORT 30 P9.270 N -�
5' SIDEWALK j 7 o ,P ROPOSED SHOP I CE TER „ m ° 9 IiKIP bIC• 66 7226 1 L
BUILDING ° o m o $ o 0 0 0 3b PIN 6338.91 O
1 n; LLAR GENERAL)
'
SHO� NG CENTER II l DO
\ 10 SIDEWALK
�! /f %r /.�ZO4w\ 7°, SI 5 HANDICAP RAMP
0 64. 00 _ ��L Ji � \Il mil/
`r r J FWgL _ _ _ 64.00 64.00 --"� 53° 13' - r-- 53° 13' 59 'E
31 .87 - -T _ --53.9 3
/JQ 53°13 51 Er 53'13'S9"E
. 'b4'
��� co w m(J ° v mlo N -2� ' v { ''Il --
' --------------- r'
A °' 0. to vI u'm -0 -a ai"m N N �
` �^ !3 `^ m�� ° ° £� cn to 15, 0 - i - `- -" "' •
nfp do N cd 1 �� /Ych
64.19 _---b--51°36'40"E W
QL �ASHO
IV/ ,( ` ,•0 9i { ,I _64.19--b-"-- ST°36'4EASEMENT ..�.---"'_..--^ 9.51 (A
19 .�--*-"_.5 36'40"E 30' ACCESS �.,, 1 '` 57.36'40"E m
r r '�� 81.16 __�--._'_gT^36.40 �
'40nE -,- r40"W 1 i �1L
--'' g7.36 ...� N7° 36
,a' 12 --'fib ' A W �j' -` _ ! �, ,1,
r O .c N 69• _
< NEON ISLANDS `` 01 "E rn O cv 2' S9.5A 1 li Jc ��
\`< r ,. 8°37 20 .� ` „ - A ERE �NL
- L C 91,69_. S ` " 7 f -0 DGE i �L L��NI/
CT)tea- 58° T 2 E Na° 37 20 W 22.42 \ Aaaunu I SLOPE 2" 59.5A w
2 20,fW S8°37'20"E ip N ASPHALT 18" APPROVED
PARRNI@ THICKENED 6"CABC 24 l ���� NORTHCAROLINAEMRONMEWAL
j° 3 N1l IR7-8a) SIDEWALK a �$ °a Z MANAGEMENT COMMISSION
CABC STON
24" CURB &GUTTER � �-� '
i DIVISION OF WATER OLU1l"
E � : ��
SIDEWALK/PAVEMENT DETAIL
R7-80 NTs
Q °
Imo_ 14. 00' _. 14. 00' -
OUTPARCEL #3 4
AC ACRES
CB CATCH BASIN ~
`a
q CENTER LINE
DI DROP INLET \ EX DETENTION POND D
DIP DUCTILE IRON PIPE OUTPARCEL S2
EL ELEVATION \
EP EDGE OF PAVEMENT ` HANDICAPPED SIGN DETAIL
EX. EXISTING
" S9-SA ASPH/{lT
_ 1 \
Q/�, -I NO WETLANDS
SITE DATE: 5wUb `b7`%� EXIST ON SITE
TOTAL TRACT AREA = 3.76 ACRES
CURRENT ZONING = CH ,
BUILDING SIZE = 29.000 SF REVISIONS:
FE FINISHED ELEVATION ` ` 2~ ss.sA
FF FINISHED FLOOR ` f3 29 �! -.e-- Y r P D • +>D • D " D . D o 0 0 °� PARKING REQUIRED = 145 SPACES Na BY DATE DESCRIPTION
FH FIRE HYDRANT -6" CABC (1 SPACES PER 200 SF GROSS FLOOR AREA) I BTU 4116107 NO WETLANDS NOTE
GV GATE VALVE = �, S�lg5�A E 3 , o .9io°oa PARKING PROVIDED = 145 SPACES 2 BTM 6120107 RELOCATE POND
lNV INVERT \ �6'� u� D ° p �+ ° \ 3 BTM 6/26/07 aN MENT
JB JUNCTION BOX 10 ! HANDICAP SPACES REQUIRED = 5 SPACES
�-�"� . yr D HANDICAP SPACES PROVIDED = 5 SPACES
� S12 °: PAVEtENT DETAIL
LF LINEAR FEET (0
MH MANHOLE ` /�fl15!0° ` P D SCALE: NOT TO SCALE SITE PLAN
MIN MINIMUM ',��S12 5 48" 46" 48" 1
NNOW FORMERLY - CURIE DATA NEWPORT SHOPPING CENTER
NTS Ts NOT ToO SCALE HANDICAP RAMP DETAIL
2" S9.SA SCALE: NTs CHORD DIRECTION = N84°4'3t"W CHORD DIRECTION = S17°10`1"E
PVC POLY VINLY CLORIDE e" ,A" RADIUS = 32.00' RADIUS = 25.00'
R e" LENGTH Q = 16.25' LENGTH 0 = 12.16' NEWPORT TOWNSHIP. CARTERET COUNTY. NORTH CAROLINA
RCP REINF.CONC.PlPE N3" CHORD = 16.08' CHORD= 12.04'
R/W RIGHT-OF-WAY Rs~ CLIENT: CON INVESTMENTS II, INC DESIGNED:
0•9 6" CHORD DIRECTION = N84°40'30"W CHORD DIRECTION = N76.42'7"W '
° ° RADIUS = 32.00, RADIUS = 200.00' ADDRESS • P.O. BOX 1838
STA STATION IZ„ °. ° RDC
TC TOP OF CURB LENGTH 20 = 16.25' LENGTH © = 50.09' MOREHEAD CITY NC 28557 DRAWN:
TSW TOP SIDEWALK ° ° ` ° ° ° ° CHORD = 16.08, CHORD = 49.95' BTM
TYP TYPICAL 24" CHORD DIRECTION = SO' CHORD DIRECTION = N80°19'14"W 252-725-3360 CHECKED:
l0- FINISHED GRADE a000 PST callcRETE �`tsto �t�
-10 - - EXISTING GRADE RADIUS = 55.00 RADIUS = 400.00' %%%! -(14 rr4 RDC
6" CABC LENGTH D = 39.48' LENGTH 0 = 49,65'`,d0Q�.w ,��� APPROVED-
---'- SILT FENCE 4 2 t} g� SPILL CURB AND GUTTER DETAIL CHORD = 38.64 CHORD = 49.61I a.+pFE Sf•z ROUD ENGINEERING, P.A.
CHORD DIRECTION = 525°52'43"E Q@ •� IS HIGHWAY 24
------ LAN DISTURBANCE FORcPARKINGscLOT AREA `* :'1' RDC
MOSEHEAD CITY, N,C. 28557 DATE:
n r RADIUS =55. 10.03' i3v -4215S) 2 7478
SHEET #1 OF 5
CHORD = 10.02' •�Qi oil. Q Q Jtt�L ! tit 0P 1n 2r (�`p SCALE
PROJECT #: PM1050-1 SCALE: 1_ �iO LENGTH a 10.03' =�� - 2/16/07
DESIGN FILE #: PM1050-1.DGN ;
. -V •...: �- ` R MILD D. CULLIPHR P
, II111YY YYYYVi , ..
SECTION A -A
ISLAND COVE ROAD

x ;
/ _
CENTIPEDE SOD
5'
5: y BOTTOM S�QPE -
INV 16.24 ` '
\ 5 • / \�i\�1�;
GRATE 2,-00
l (l/ ii III I ti I _-� f\i �G i � �`
•��..� RIP RAP CLASS B N INV 1T.08 /
12' X 12 X 1.5'-+..�..�"�`.+..�.. 5 INV 1T.008 �\
LAND DISTURB CE I / �\\ J i t 1 - -J L-
VEGETATED FILTER
LIMITS (A.76�CU ] / -
/ ekl SS•56 29 K I t iI r i 1 l
! / INC N.T.S.
I
4Sp&4 T , 569•S5 26'X OVERT ON
2 t I --, ,L _ _ _ 1 ,t
i !
304 LF 4' i W .30%
LAND DISTURBANCE
r LIMITS 14.T6 AC)
!! II �• SILT FENCE.-
jjj I
! � I TYP LAND DISTURBANCE LL �:y -" �+••_"� � i-.
! ! } LIMITS (4.76 AC)
/ A SILT FENCE. '� GRATE 23.18 K,�...•��""'•
! / j TYP •� INV 17.60 .�..�•'�'"'�•' SILT FENfE.
/� \ ! / , W \. .��.�.� •r.Wr TYP ii l i i
PROPOSED
i, DETENTION ' ^ d N a• "a P e
Z POND °'3s2 GRATE 22.78 OVERFLOW PROPOSED DETENTION POND 1 ��
r / ! UTILIZE STORMWATER POND AS SEDIMENT TRAP/bURINb�r ' / _ INV17.08
/ ! e UTILIZE STORMWATER POND AS SEDIMENT TRAP., DURING RIP AP class e 1
/ / CONSTRUCTION PHASES, REMOVE ACCUMULATED bEDIME� T a G' X 6' X 1.5'
/ CONSTRUCTION.r T -�_ CONSTRUCTION PHASES, REMOVE ACCUMULATED DIMENT
TO DESIGN DEPTH UPON COMPLETION OF ERMANE
/ ! ! EXCAVATR AN ADDITIONAL FOOT BELOW PERMANENT P ND , „ �•� TO DESIGN DEPTH UPON COMPLETION OF CONSTRUCTION.
. •� EXCAVATR AN ADDITIONAL FOOT BELOW PERMANENT POND /
! ! DEPTH FOR SEDIMENT STORAGE DURING CONSTRUCTION. RIP RAP CLASS B P
s' x 6' x +.5' 24 F 4 p ,`, ��-� DEPTH FOR SEDIMENT STORAGE DURING CONSTRUCTION. `R a @ i OI u1
/ n2 0.30 0. 7 ' MATE 23.24
' !/ / ! Y 3•S 39' GRA 240 •�-------
----
/ GRATE 22.40 � / '�--._-_-_-_'_.-_-_-_-_-'-_.'_ ----. _--'-'"'_-_-_-_
T-34
LAND DISTURBANCE k
LIMITS t4.76 AC-1
L-
`�
r� SHOP ING CE TER m ! \ \\
SHOP P NG CENTER
SILT FENCE.
TYP
\ / -i � ---- -r 1 I � � etcco
�yRViE72980 ! I ��.� �' I 1 �� I , I 1/ / / / / + '��...•�'�
N\_'----''� � �
26 LF 12' RCP A.0 I I • I 0 0.20 -
/ ! i 126 LF 18 4TC 03
S6'46 R1� 24.37 �._��•.-.-�'' ---
�r\ N69.31'4 W 4 / N86•A (RATE 22•T7 I INN 1B•7S'� ' �,�
�� �t'� `! \` �t •% 718 AM 17AA IINV 16. 9T t ` _`
�\7 i• lINVT1 T24o .R�BO. !� j IINVr19.22.7T I I __,_-_-__-_------------------
!_
GRATE 22. T5 I 1 r Y
INV 17.81 % I j ,� _ ' ---- =='y Js 'r` -•
�k �f. \/~� LAND DISTURBANCE . • I I . .�......+' - --. - r►-.�'�.1 N// .,�
LIMITS (4:16QC1 - ..•�+..r��..r..-� `�•�..��
\ / �51LT F E. a / i _.�.+'."_ -=i _�•r , �/_-IG� / /
\ ,C TYP
-
`/� <-_----mac
EXCAVATE A TRENCH AS SHOWN.
NEENAH R-3501-R PLACE FILTER FABRIC IN TRENCH. 101 MAX, WITH WIDE , �� \/ J/
FRAME AND GRATE, OR BACKFILL WITH COMACTED SOIL ,
APPROVED EQUAL 6'I.- MAX WITHOUT WIRE
TEMPDRARX- FILTER FABRIC. I �
'\ 2 GAUGE MIRE. MINIMUM
ENTRANCE GRATE INV RIM FILTER FABRIC
-� 1 1T.34 22.40
2 17.41 22.40
3 1 T.98 22.40
\\\"� i i > < I i 4 17.72 22.40
PEi i EX JB 3' MIN
P� RIM 24.50
INV 17.2T
SEE PLAN FOR RCP ��GI
PIPE DIAMETERS
RIMJ24.50 \� DIET NODETTO SCALE DETAIL
INV 17.1s `OVERFLOW PIPE NOIRES: STORMWATER DATA / NORTH
(AP MATE ( CATCH BASIN DETAIL 1
LOCATIONU MDK INLET MANHOLE FRAME 1. USE WIRE A MINIMUM OF 32' IN WIDTH. AND A NINItAIM a TRACT AREA - 3.62 ACRES (157.ST4.27 SF)
(N.T.S.)
/ r� \ \ OR APPROVED EQUAL FOR 6 LIMN: WIRES WITH 12' STAY SPACIN2.. DRAINS TO THE NEWPORT RIVER SC (1.0' RUNOFFI
i i EX DETENTION POND JUNCTION BOXES 2. USE FILTER FABRIC A MINIMUM O 36 IN WIDTH AND FASTEN
._.�- • ' / \ ADEQUATELY TO THE WIRES. DRAINAGE AREA 171.876.62 SF
AC ACRES, 24' RING AND COVER 3. PROVIDE 5' STEEL POST E THE SELF -FASTENER ANGLE STEEL TYPE. DESIGN % IMPERVIOUS - T6.67%
,@ i ! i \ IMPERVIOUS AREA
CB CATS y � MAINTENANCE: BUILDINGS : 81.27T.B- SF
DRIVES/PAETN6 = 87.499. 32 SF
1. INSPECT SEDIMENT FENCES AT LEAST DICE A WEEK AND AFTER EACH TOTAL AREA 13I TIT. 12 SF
is Cgi RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY. NO WETLANDS
NTER LINE \ JB# RIM INV 2. SHOULD THE FABRIC COLLAPSE. TEAR. DECOMPOSE DR BECOME
INEFFECTIVE REPLACE IMED[ATELY.
I ADC- DROP INLET 1 23.18 17.60 3. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE EXIST ON SITE
N STORAGE VOLUME FOR THE NEXT RAIN EVENT TO REDUCE PRESSURE
2 21 .00 17.0$ ON THE FENCE.
DIP DUCTILE IRON PIPE \ 9 REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS
j AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED.
EL ELEVATION \ a RCP PER PLANS CdISTRUCTION SEQUENCE
EP EDGE OF PAVEMENT
2 CLEAR AND ONUS SITE
2. INSTALL STONE CONSTRUCTION ENTRANCE.
3. INSTALL SILT FENCING NEE SPECIFIED ON PLANS WITHIN REVISIONS •
EX. EXISTING ` UTILIZE AS SEDIMENT CONSTRUCTION. 3T xDpATER COLLECTION SYSTEM,
FE FINISHED ELEVATION No. BY DATE DESCRIPTION
FF FINISHED FLOOR 60JATFING RCP \ _`-� y 4S. ROUGH GRADE SITE. SEED ALL AREAS THAT ARE BROUGHT TO FINAL p7A0E. ! �� 4�76/D7 lMTEftFERENCE BOX
.►" 6. EGINLBUILDINGIECONSTRUCTION
7. INSTALL CURB AND CUTTER AND PLACE CABC.
8. PAVE STREET AND PARKING AREA.
FH FIRE HYDRANT NV IN 18.15 .�'I 9. PERFORM FINAL SEEDING AND MULCHING. Z BTM B/LD/ RELOCATE POND
GV GATE VALVE 2q IMY OUT 1T°49 - JUNCTION BOX DETAIL
INV INVERT y,--
JB JUNCTION BOX _ ^'
LF UNEAR FEET q,(\ 1 ' I � MCK INLEY. TYPE BM
MH MANHOLE o �� EX JB MANHOLE FRAME A GRATE STORMWATER, EROSION AND SEDIMENT CONTROL PLAN
OR APPROVED EQUAL FOR
�� INV 18.33 INSTALL ACF DROP INLETS
MIN MINIMUM h �_ SILTSACK SEOIAENT 24' RING AND COVER NEENAH NOTES:
I TRAP FOR STORM DRAIN R-18T8ROVE NEWPORT SHOPPING CENTER
N/F NOW OR FORMERLY $ a� CRUSH S RUN (6' CABCU MAN HOLES f4 HEIGHT) t. ORAOING CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ALL
EQUAL LAND DISTURBING ACTIVITIES TO EXSDE COMPLIANCE WITH THE
NTS NOT TO SCALE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN.
i ---- -- THE CONTRACTOR SHALL OBTAIN A COPY OF THE PERMIT ISSUED BY
THE N.C. DIVISION E LAND RESOURCES -LAND DUALITY SECTION ALONG
PVC POLY VINLY CLORIDE o O '�� D • iv / WITH MITTEN NARRATIVE FROM THE OVER OR ENGINEER AID BE
EX[5 TING EDGE THOROUGHLY FAMILIAR WITH THE REQUIREMENTS. THE CONTRACTOR NEWPORT TOWNSHIP, CARTERET COUNTY. NORTH CAROL INA
RCP REINF.CONC PIPE of PAVEMENT W PRECAST BOX SHALL INSPECT ALL EROSION CONTROL DEVICES AFTER RAIN EVENTS
a DIAL GRATE INV VARIES AND REMOVE ACCUMULATED SEDIMENT. REGRADE AND RESEED DESIGNED:
R/W RIGHT-OF-WAY v' a a : ____ % ERODED AREAS. MAINTAIN RIP RAP ENERGY DISSIPATOS. AND CLEAR CLIENT: CON INVESTMENTS I I . INC
• ANY DEBRIS LEAVING THE SITE ON NEIGHBORING ROADS ASSOCIATED
STA STATION Q D' i 23.24 18.43 j "`� PER PLANS RDC
TC TOP OF G'URB 3a itCP WITH THE EXTENT
OF
2 29.31 18.73 / _ ---- ADDRESS: P.O. BOX 1838 DRAWN:
2• MAXIMUM EXTENT O LAND DISTURBANCE AREA LIMIT = 4 ACRES MOREHEAD CITY NC 28557
TSW TOP SIDEWALK EXISTING EDGE 3 22. 77 18.97 I. • 3. INSTALL ADDITIONAL SILT FENCING AS NECESSARY IN AREAS GRADED BT
OF PAVEMENT 4 22.77 19.22 i / / •\/, TO PREVENT SEDIMENT ENTERING WETLANDS OR MOVING OFFSITE.
TYP TYPICAL Y s �`tJ11411111to 252-725-3360 CHECKED:
STONE CONSTRUCTION ENTRANCE 5 22.78 17.88 VAR ES 4. PERSON RESPONSIBLE FOR LAND DISTURBING ACTIVITY. r0 -r CqR
_/O- FINISHED GRADE P p ., RDC
TUTS NAt•rp.
-/0 - EXISTING GRADE 6 22.75 17.81 P.Q. wE 1838 A FES$j•.! ,
CON INVESTMENTS IT. INC.
sltr FENCE DROP INLET DETAIL AND DROP INLET DETAIL W/ �•� °y p = STROUD ENGINEERING, P.A. APPROVED:
- LAND DISTURBANCE LIMITS 4 0 2 0 0 4 0 8 0 INLET PROTECTION 25-725- CITY. "` 2B5BT Y* . RDC
252-725-3560
STORM DRAIN MANHOLE DETAIL N.T.S.) 5. ANY FILL MATERIAL BROUGHT TO THE SITE MUST BE OBTAINED ! i >}' 151A HIMOREHDWC TY2N.C. 28557 DATE
SHEET #3 OF 5
7 N. T.S.) FROM A PROPERLY LICENSED AND PERMITTED BORROW SITE.
PROJECT #: PM1050-1 SCALE: 1 ci� SCALE:
= 40 7 S'y •AGiNficQ r� Nr�� '2 2) 247-7479 2/16/07
DESIGN FILE #: PM1 050-1 . DGN '�a�0, �e �e ' '
•.l •• oa T• �„1-t.__��0`
ss CU RO ALD D. CULLII>� ER P. 1 = 40

7
TOTAL BASIN
@ PERMANENT POOL EL. 18.0
LENGTH 7.85
RADIUS O 5.00
CHORD LENGTH 7.07
CHORD DIRECTION N48°13'51"W
LENGTH O 7.85
RADIUS 2 5.00
CHORD LENGTH 7.07
CHORD DIRECTION N41046'9"E
LENGTH 7.85
RADIUS 3 5.00
CHORD LENGTH 7.07
CHORD DIRECTION S48013'51"E
LENGTH 7.85
RADIUS 4 5.00
CHORD LENGTH 7.07
CHORD DIRECTION S41"46'9"W
B
t-
6.
LENGTH O 7.85
RADIUS 5 5.00
CHORD LENGTH T.07
CHORD DIRECTION S41"46'9"W
LENGTH O 7.85
RADIUS 6 5.00
CHORD LENGTH 7.07
CHORD DIRECTION N48°13'51"W
LENGTH 7.85
RADIUS 5.00
CHORD LENGTH 7.07
CHORD DIRECTION N41046'9"E
LENGTH O 7.85
RADIUS 8 5.00
CHORD LENGTH 7.07
CHORD DIRECTION S48'13'51"E
-TRASH SCREEN
REMOVABLE ALUM. GRATING
McNICHOLS GAL - 100A OR
EQUIVALENT WITH 1" x 1,8"
BRG. BAR, STADARD MESH 4"x 15.16"
5.00
0.50 2.00 I 2.00 0.50
"±
11�
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s,
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l l
11 lllllllllihill�
sl
304 LF 18" RCP @ 0.30%
TO JB #2
4 FT. SUPPORT L
3 " X 3 " X 1/4"
W/ 1/Z' DIA. BOLTS @ 12" O.C.
PLAN VIEW
STORAGE -POOL -(OVERFLOW) -EL 19_0--------------------
1.25" PVC
PERMANENT POOL EL 18.0
18.0-----------------t-----------------------------------------__�
17.0---------------- ----------------- - --
17-72
77
SCRSUBMERGENCE W/ \\ /
SCREENED INTAKE
16.0---------------------
15.0 ----
SECTION B-B
OVERFLOW DEVICE
SCALE: 1"= 2'
SHEET #5 OF 6
PROJECT NO. PM1050-1
DESIGN FILE: 1050/PM1050-1.DGN
0
4.50
NOTE:
PLANT NATIVE CATTAILS AND OTHER FOREBAY AND MAIN BASIN TO BE CLEANED OUT
AQUATIC VEGETATION AROUND PERIMETER TO PERMANENT GRADE AT COMPLETION OF
SHELF AND AT THIS BERM CONSTRUCTION.
LOCATION
2 - -- - - - -- - -- - - ----- - - - - ------- - - - - ------ - - - - -- - - ----- - - - - -- - - -- - - - -- - - ---- - - - - -- - - ------------------- - - - - ---- - - - - -- - - - -- - - -- - - -- - - -- 22
21-- - - -- - - - -- - - - - -- - - -- - - -- - -- - - ----- -- ----------- - - --- - -- - - - ----- - - - - -- - - -- -- - -- - --- - - - - -- - -- - - -- - - ---- - - - - ------ - - - - -- 21
20----�.T-- ------------------------------------------------------------------
--------------- - - - - - -
STORAGE POOL EL 19.00
19--------- - - ---- ---- --- - - - - -- 19
3.
PERMANENT POOL EL 18. 00
----------------- ------
- _
- - - _ - - _ 18
17---------
-----=
-----------------------------------------L-------------------------------6;-1----
---
------------------------------------- ------
------- 17
16--------
--
--------------------=---------------------------------------------------------- -
--------3-
FOREBAY
---------------------------------
--
------- 16
15---------
--------------
------------------------------------------------------ -------------
---
------------------------------------------------
------- 15
14---------
-------------
MAIN BASIN- ------>. ------------------
------------ ELEV 14.00
14
13--------------------------------
----------------------------------------- -------------------
---
--------------------------------------
------- 13
12---------------------------------------
------------------------------- ', -
---
------------
11_________
ELEV 11.00
11
----------------
-- 10
6.0
10.0 15.0 15.69 15.0 10.0
3.0
12.0 16.00 12.0
3.0
SHELF SHELF
.POND MAINTENANCE SCHEDULE
1. AFTER EVERY SIGNIFICANT RUNOFF PRODUCING RAINFALL EVENT AND AT LEAST MONTHLY:
A. INSPECT THE WET DETENTION BASIN SYSTEM FOR SEDIMENT ACCUMULATION.
EROSION, TRASH ACCUMULATION. VEGETATED COVER. AND GENERAL CONDITION.
B. CHECK AND CLEAR THE ORIFICE OF ANY OBSTRUCTIONS SUCH THAT DRAW DOWN
OF THE TEMPORARY POOL OCCURS WITHIN 2 TO 5 DAYS AS DESIGNED:.
2. REPAIR ERODED AREAS IMMEDIATELY. RE -SEED AS NECESSARY TO MAINTAIN GOOD
VEGETATIVE COVER, MOW VEGETATIVE COVER TO MAINTAIN A MAXIMUM'. HEIGHT OF
SIX INCHES. AND REMOVE TRASH AS NEEDED.
3. INSPECT AND REPAIR THE COLLECTION SYSTEM (I.E. DROP INLETS. PIPING. SWALES,
RIPRAP. ETC.) QUARTERLY TO MAINTAIN PROPER FUNCTIONING.
4. REMOVE ACCUMULATED SEDIMENT FROM THE WET DETENTION BASIN SYSTEM SEMI-ANNUALLY
OR WHEN DEPTH IS REDUCED TO 757. OF THE ORIGINAL DESIGN DEPTH. REMOVED SEDIMENT
SHALL BE DISPOSED OF IN AN APPROPRIATE MANNER AND SHALL BE HANDLED IN A MANNER THAT
WILL NOT ADVERSELY IMPACT WATER QUALITY.
THE MEASURING DEVICE USED TO DETERMINE THE SEDIMENT ELEVATION SHALL BE SUCH THAT
IT WILL GIVE AN ACCURATE DEPTH READING AND NOT READILY PENETRATE INTO ACCUMULATED
SEDIMENTS. '..
WHEN THE PERMANENT POOL DEPTH READS _ 5.25 _ FT IN THE MAIN POND, THE SEDIMENT SHALL
BE REMOVED. '..
WHEN THE PERMANENT POOL DEPTH READS _ 3.00 _ FT IN THE FOREBAY. THE SEDIMENT SHALL
BE REMOVED.
5. REMOVE CATTAILS AND OTHER INDIGENOUS WETLAND PLANTS WHEN THEY COVER 50% OF THE
BASIN SURFACE. THESE PLANTS SHALL BE ENCOURAGED TO GROW ALONG THE VEGETATED
SHELF AND FOREBAY BERM. !.
S. IF THE BASIN MUST BE DRAINED FOR EMERGENCY OR TO PERFORM MAINTENANCE. THE FLUSHING
OF SEDIMENT THROUGH THE EMERGENCY DRAIN SHALL BE MINIMIZED TO THE MAXIMUM EXTENT
PRACTICAL.
T. ALL COMPONENTS OF THE WET DETENTION BASIN SYSTEM SHALL BE MAINTAINED IN GOOD WORKING
ORDER.
POND X-SECTION A -A
SCALE: NOT TO SCALE
POND DESIGN SUMMARY
BASIN BOTTOM EL = 11.00
PERMANENT POOL EL = 18.00
TEMPORARY POOL EL = 19.00
PERMANENT POOL SURFACE AREA = 8,459 SF
DRAINAGE AREA = 77,765 SF
IMPERVIOUS AREA = 59,730 SF
PERMANENT POOL VOLUME = 23,521 CF
(PER METHOD OF DWO)
STORAGE POOL VOLUME REQ'D = 4,990 CF
STORAGE POOL VOLUME PROVIDED = 9,099 CF
FOREBAY DEPTH = 4 FT a
FOREBAY VOLUME = 5,125 CF (21.79% OF PP VOL
MAIN BASIN DEPTH = 7 FT L
MAIN BASIN VOLUME = 14,488 CF s-
POND #1 DETAILS
NEWPORT SHOPPING CENTER
NEWPORT TOWNSHIP, CARTERET COUNTY, NORTH CAROLINA
CLIENT: CON INVESTMENTS II, INC DESIGNED:
RDC
ADDRESS: P.O. BOX 1838 DRAWN:
MOREHEAD CITY NC 28557 BTM
252-725-3360 CHECKED:
P•,. RDG
.7 "1STROUD ENGINEERING, P.A.
BF,gI �_ t51A HIGHWAY 24
i *9AOREHEAD CITY, N.C. 28557
;'[phone]
a/NEE �t�®om�
„auk ` o°= RONALD D. CULL PHER P.E.E.�z0 Lo
1 " = 60.`;
■

TOTAL BASIN
@ PERMANENT POOL EL. 18.0
LENGTH
23.67
LENGTH O
5
9.10
RADIUS O
13.00
RADIUS
5.00
CHORD LENGTH
20.53
CHORD LENGTH
7.90
CHORD DIRECTION
S31942'40"E
CHORD DIRECTION
S31'42'40"E
LENGTH
20-42
LENGTH
7.85
RADIUS
13.00
RADIUS ®
5.00
CHORD LENGTH
18.38
CHORD LENGTH
7.07
CHORD DIRECTION
S65°27'15"W
CHORD DIRECTION
565"27'15„ W
LENGTH O
3
20.42
13.00
LENGTH O
7
7.85
5.00
RADIUS
RADIUS
CHORD LENGTH
18.38
CHORD LENGTH
7.07
CHORD DIRECTION
N24'32'45"W
CHORD DIRECTION
N24932'45"W
LENGTH �4
17.17 13. 0
LENGTH ®
6.60
5.
RADIUS
RADIUS
0
CHORD LENGTH
15.95
N58017'20"E
CHORD LENGTH
6.13
N58*17'20"E
CHORD DIRECTION
CHORD DIRECTION
TRASH SCREEN
REMOVABLE ALUM. GRATING
MCNICHOLS GAL - 100A OR
EQUIVALENT WITH 1" x 1'8'
BRG. BAR. STADARD MESH 4"x 15,15"
;.wolf
0.50 2.00 - 2.00 �0.50
v a '
° o
-- V---.--, v
B D V
0
° r-
_.. - - - - -- - -- - - - - - - - - -
------------ (
v D lv
6.00 5.00 v DI 24 LF 18" RCP @ 3.83%
° D I TO JB #2
V I
I
V IV
r,- ------------------------------
1
v I
V I
o
L­ 4 FT. SUPPORT L
3" X 3" X 114"
W/ 1,2' DIA. BOLTS @ 12" D.C.
TOP EL. 21.0
PLAN VIEW Vv°
°, F °v
STORAGE POOL -(OVERFLOW -)-EL 19_0 --------------------------
1.25" PVC
PER-- NT POOL EL 18.0
n
° 4.50
o v INV EL. - INV 17.08
01 _ ------ - - - ------
N
17.0------------------- -------- - - - - --
12" SUBMERENED GINTAKEENCE
W/SCR/�( BOTTOM EL. 16.5
5.00,
15.0
SECTION B-B
OVERFLOW DEVICE
SCALE: 1"= 2'
SHEET #6 OF 6
PROJECT NO. PM1050-1
DESIGN FILE: 1050/PM1050-1.DGN
MAIN BASIN
(D 60, Sp S200
IV) S p°
0 FOREBAY
O7
STORMWATER POND C
AT PERMANENT POOL Q; N
F °
M
CD
z
S2
(D
W �
v
v,
O°2� O q8.3
Co
7S" O z
h
'lt
NOTE:
PLANT NATIVE CATTAILS AND OTHER FOREBAY AND MAIN BASIN TO BE CLEANED OUT
AQUATIC VEGETATION AROUND PERIMETER TO PERMANENT GRADE AT COMPLETION OF
SHELF AND AT THIS BERM
CONSTRUCTION.
LOCATION
__ - -- 22
21-- ----------------------
---------------------------------------------------------
20---- ----- -
---------------------------------------------------------------------------
---------- - - - - --- ----------------- - - - - -- - - -- 20
19 _ STORAGE POOL EL 19.00
18-------- 3.j _�� =- PERMANENT POOL EL 18.00 _ -� - ------ 19
�_ - - 18
17--------- -----= ----------------------,------------------------------------------------
6;A---- --- ------------------------------------------------- 17
------
FOREBAY
16-------------------------------------------------------------- ------------------ --- ----3.--------------------------------- �'--------------- 16
15------------------ - -----------
------------------------------- --------------- ---------------------- ------ ------------- -------
MAIN BASIN 1
14-------- ---- --- ---------'i.-------------------------------------------------- --------------- ELEV 14.00 14
____________ ________________ _______
13-------------------------------------- ------------------------------------>=------------------ ----------------------------------- ------------------- 13
12--------------------------------------
---------------------------- --------------------------
11--------------------------------------------- -------------------
------------------------------- --------------- -
----- ELEV 10.00 ---------------------------------------------------------- 10
10-------------------------------------- ---
.0 12.0 _ 63.0 _ 1.13 _ 30.00 1n_n 13.0_ 12.0 4.00 12.0 3.0
POND MAINTENANCE SCHEDULE
1. AFTER EVERY SIGNIFICANT RUNOFF PRODUCING RAINFALL EVENT AND AT LEAST MONTHLY:
A. INSPECT THE WET DETENTION-QASIN SYSTEM FOR SEDIMENT ACCUMULATION.'.
EROSION. TRASH ACCUMULATION, VEGETATED COVER. AND GENERAL CONDITION.
B. CHECK AND CLEAR THE ORIFICE OF ANY OBSTRUCTIONS SUCH THAT DRAW DOWN
OF THE TEMPORARY POOL OCCURS WITHIN 2 TO 5 DAYS AS DESIGNED.
2. REPAIR ERODED AREAS IMMEDIATELY. RE -SEED AS NECESSARY TO MAINTAIN GOOD
VEGETATIVE COVER, MOW VEGETATIVE COVER TO MAINTAIN A MAXIMUM HEIGHT OF
SIX INCHES. AND REMOVE TRASH AS NEEDED.
3. INSPECT AND REPAIR THE COLLECTION SYSTEM (I.E. DROP INLETS. PIPING. SWALES,
RIPRAP, ETC.) QUARTERLY TO MAINTAIN PROPER FUNCTIONING.
4. REMOVE ACCUMULATED SEDIMENT FROM THE WET DETENTION BASIN SYSTEM SEMI-ANNUALLY
OR WHEN DEPTH IS REDUCED TO 75% OF THE ORIGINAL DESIGN DEPTH. REMOVED SEDIMENT
SHALL BE DISPOSED OF IN AN APPROPRIATE MANNER AND SHALL BE HANDLED IN'A MANNER THAT
WILL NOT ADVERSELY IMPACT WATER QUALITY.
THE MEASURING DEVICE USED TO DETERMINE THE SEDIMENT ELEVATION SHALL BE SUCH THAT
IT WILL GIVE AN ACCURATE DEPTH READING AND NOT READILY PENETRATE INTO ACCUMULATED
SEDIMENTS.
WHEN THE PERMANENT POOL DEPTH READS FT IN THE MAIN POND. THE SEDIMENT SHALL
BE REMOVED.
WHEN THE PERMANENT POOL DEPTH READS _ 3 _00 _ FT IN THE FOREBAY, THE SEDIMENT SHALL
BE REMOVED.
5. REMOVE CATTAILS AND OTHER INDIGENOUS WETLAND PLANTS WHEN THEY COVER 50% OF THE
BASIN SURFACE. THESE PLANTS SHALL BE ENCOURAGED TO GROW ALONG THE VEGETATED
SHELF :AND FOREBAY BERM.
6. IF THE BASIN MUST BE DRAINED FOR EMERGENCY OR TO PERFORM MAINTENANCE. THE FLUSHING
OF SEDIMENT THROUGH THE EMERGENCY DRAIN SHALL BE MINIMIZED TO THE MAXIMUM EXTENT
PRACTICAL.
7. ALL COMPONENTS OF THE WET DETENTION BASIN SYSTEM SHALL BE MAINTAINED IN GOOD WORKING
ORDER.
POND X-SECTION A -A
SCALE: NOT TO SCALE
POND: DESIGN SUMMARY
BASIN BOTTOM EL = 10.00
PERMANENT POOL EL = 18.00
TEMPORARY POOL EL = 19.00
PERMANENT POOL SURFACE AREA = 8.367 SF
DRAINAGE AREA = 84,255 SF
IMPERVIOUS AREA = 72,047 SF
PERMANENT POOL VOLUME = 25,706 CF
(PER METHOD OF DWO)
STORAGE POOL VOLUME REO'D = 5.849 CF
STORAGE POOL VOLUME PROVIDED = 8,958 CF
FOREBAY DEPTH = 4 FT
FOREBAY VOLUME = 5,551 CF (21.59% OF PP VOL)
MAIN BASIN DEPTH = 8 FT
MAIN BASIN VOLUME 15.984 CF
POND #2 DETAILS
NEWPORT SHOPPING CENTER
NEWPORT TOWNSHIP, CARTERET COUNTY, NORTH CAROLINA
CLIENT: CON INVESTMENTS II, INC
DESIGNED:
RDC
ADDRESS: P.O. BOX 1838
DRAWN:
MOREHEAD CITY NC 28557
BTM
252-725-3360
CHECKED:
CpR �o
RDC
jesau
Essto
•.,� STROUD ENGINEERING, P.A.
APPROVED:
RDC
�cS 151A HIGHWAY 24
13343
�E MOREHEAD CITY, N.C. 28557
DATE:
Q
<v� [phone]
6/20/07
SCALE:
o. c�..
RONALD A CULLIPPHP.
1 " = 20'

OWN Ep'Z'
PARKSTONE LIMITED PARTNEK5111P
G 10 GUN5TON LANE
WILMINGTON, N.C. 28405
(910) 25G-8961
STORM WATER PLAN
FOR
ARKSTON AT LANDFALL
(FORMERLY WOOD RIDC3E)
APRIL,1998
WILMINGTON, N.C.
SITE
)>
C
°
TI
±I MILE U.S. fIWY. 74 (EA5TWOOD RD.
VICINITY MAP
NOT TO SCALE
CAPE FEAR
Engineering, Inc.
3963 Market Street
Wilmington, N.C. 28403
[phone]
INDEX TO DRAWINGS
I ITLE 511EET I
T` 'LAN 2
EXISTING CONDITIONS 3
F�,OPOHD CONDITIONS 4
5i0KMWATEK POND DETAILS 5
5TORMWATER DETAILS G
GENERAL CONSTRUCTION NOTES
1) THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE LOCATION
OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. ANY CONFLICTS
SHa-L BE BROUGHT TO THE OWNER & ENGINEERS ATTENTION IMMEDIATELY.
CONSTRUCTION SHALL CONFORM TO THE COUNTY OF NEW HANOVER'S
STANDARDS.
APPROVED
NOR,,, CA1O1INARONMOffAL
MANAGEMENT!
ANAGEMENT CEO MI38NN1
DIVISION OF WATEfl QUALITY
u89 �c5o7a Hqo
Stormnaw PNolt N�...�--
�Q�UFE3Slp,��
41,Qq�'`�N...,,,.. 5
,��1.111111111 �,
STORMWATER
(DECEIVED
�IJus JUL 16 1998 D
PROJ# U
�C7

EXISTING WOODBRIDGE SUBDIVISION (UNCHANGED)
LOT5 IMPERVIOUS AREA (5F)
1 3400
2 4150
3 4180
4 3200
5 3000
0 3900
7 3000
35 3000
3G 3200
37 3000
38 3200
39 3200
40 3000
/ 'r>
;p COMMON AREA - _ 0s - tXISTING WETLAND5
PRESEINATION AREA ,
s
No
i,
2
A}11N.FFE= 16_-`!10 �y s -_ -N• MIN'.FPb 14.0
y`?A. 0O\4
S
LANDFALL ASSOCIATES EA5TWOOD RD. TRACT
TRACT C
PARKSTON E
EXISTING WETLAND5
5
0
Z
}
�Ln
�m
ID
a0
Q
bm
0 o
of a
U �
w
za
� S �p�- •O 1, �- ./ ^J� '� ' \fit\'� "\
1 ' r
d0•�. \ n' 4F�MIN.FFE=17. > SQS9 \r�2WWI �JIt QLQ
. S � 2 O�'i,'_, � . p_6' ='" �_ a�• fin- a„ / p`4 t:. -. � -, Qj��1i/'((`
t9�•/v' 0� ` -�� / y`a ��� _ ��.. 72d fX15TING 5WALE
3_ ,�+ P `•* ' \ �' EX15TING 15' 5TORM PI E TO
j4 •, /' \.� - �/ - 23 BE REMOVED
o _ .
-J;,11N.FFE= 1%1-5. y
YN.FFf=22.y s� o j9jtIN.FAE=I$.•.pry'l ��� /,��jo' �`._ -_ S, a - -.�;-_
y �•
�px k�43sf 1� a --�, a`.--- //--�� .. �•�1�,- ifs 15'5TORM �N
Y,
/ O - F ,� - . - r0 7, �y i. EA5EMENT
MIN.FFE=24.(i �Oe` 9ci<• _ -- MI FE -�4:Q /� �-�
� -
r
1 . d 1 1, -.A� >1 N�� MIN.FFE- 14'5-..- 3• , �. _ - }
\1• > . jO r- Jam, ��y S65 `` MIN.FFF=�7 _ �p� ' �07 4p• • = boo L
_ a`tv1k:.ffF 24 W 'pry �Gg 0lr%s- i _ 3/�:J ftp • c
a • - "2-�£ 2 •i•_--� isse7� v� it / „� p - MIN. E-I$O
•r. ��7e$9 _ '' A
N ` 613E y l / ,1t?I}`\
e�,p�/
0 ._zw ,1 MIN.FFE=21 9• - a; / °` _ i+�Q- NEW OUTLET 51 RUC1 URE
+ rn 'i..=y J O ` '-r�•tT• 'I �_ ,•".5.., 17 5EE DETAIL SHT.MS
MIN.FFE 2310 �l -
I N7 B4'24' MIN.FFE= 1 # 5 . 1 I I FEVI5ED 5TORMWATER POND# I
AuMS` S89 3 O1 E I / y'� �`Q I AND
D D FE EXISTING STRUCTURE `
r f
36 =3
0 pN -o� I - -� - t( r( -W.FFNORMAL POOL ELEVATION = 9 Cr
_ME=24 O
OPEN SPACE I I z s7
84730•E - _ ) 1 I i , I FLOOD POOL ELEVATION = IO.S'
9 68-7 �0• ,' `� ,_ --_�— � � o � I
', /•"�•V -.. +y - yc��.'•') d ��' / _�N7$•0 — J O , BOTTOM ELEVA110N = 3.
_ -�
.-.._ -O • - try : , • Y •1• O / _--4 11 W V G. FAPMER
- - - - _ r • i +q., 'I 0 ��M1 '. / _ _ �. i760.91 1508-1639
MINFFE=22.0 - / W� ' a-. •_� 4i �` �. - - - - NN to ryrQ 5
�75'Sg /5"r-
-�.. 14• f = /oo, / f.n'---.93.85• � <VpM _ - I',I-- - ��I - --
\ �C/� �B �� •JS�9• O 7 ih fin• h h t�QIN.FFE-21.5`,
a
•� "W" 6'32 j(
05 • v1 I
$ -98.62• E
01 " ► PARKSTO N E
A� 14 U
A� ItMIN.FFE 20.0 -�__ - - • - ' U
�. }'4• I I 1' J. IRWIN 1825-911
% Q i �v JO4r>.' 58~9 �4 � '3I
\ a a. cads f N88'S8'5 N 2 9 ?513�- �• ui
43.
7 ll
j ,`fi�
f` �� � \•t �
'F. �.}�\.MIN.FFE
�� j�ti jgQIN FFH=20,d 3 -,t �„--r-.'1
i
-. yam\ ` s tn� •-. 1-.-
�\#- _ y /
sX se3.4s`5 w" < /
Jls 4 * 22'
7 � ~
O i
N I NORMAL POOL ELEVATION = 8 9' MAH05 BLAKE
1-381
� I FLOOD POUL ELEVAION = 113'
BOTTOM ELEVATION = 1 4'
rvy, i
,, 2 REVI5ED PER STATE 5TOKMWATER PERMIT REVIEW COMMENTS I 7/ 1 3/98
. I REV15ED FER STATE 5TORMWATER PERMIT REVIEW COMMEN15 1 G130/98 ,
PARK5T0 N E AT LAND FALL
SITE PLAN
WILMINGTON, N.C.
jj
° 51TE
0
is
Q�
± I MILE U.S. HWY. 74 (EASTWOOD RD.
5._0. 5._0'
ALLEY —ALLEY I
r 9' STREET 9' STREET
' SIDEWALK
SIDEWALK SLOPE 1/4• SLOPE 1/4"I 1�1• PER fT.
PER FT PER Fr.
3:1 /xel-s c�-t - - r� �-3:1
YARD INLET -� N —YARD INLET
�6• ABC STONE
PRIVATE STREET DETAIL
N.T.S.
NOTE: STREET 8 ALLEY MAY HAVE INVERTED CROWN. SEE SITE PLAN
NOTE5:
MINIMUM FIFE DENOTES THE MINIMUM FIN15MED FLOOR ALLOWABLE.
FIN15t1 FLOORS MAY DE HIGHER.
FOR TOP AND INVERT GRADE5 ON EXISTING STORM DRAIN LINES
SEE SHEET #2 - EXISTING CONDITIONS.
LEGEND
1 EXISTING WOODBRIDGE LOT
16 NEW LOT.5EQUENCE FOR PARKSTONE
50 25' 0 50' 100'
SCALE: 1• = 50'
CAPE FEAR
Engineering, Inc.
3963 Market Street
Wilmington, N.C. 28403 [phone]
e
Date:
JULY• 1998
Scale:
1'=50
Drawn:
AJF/HSK
Checked:
PGD
Project No.
208-01-97
Sheet No:
2

`5,-0' S 0,-
ALLEY _-ALLEY
j 9' STREET 9' STREET
SIDEWALK-
_ -SIDEWALK
SLOPE 1/4- I SLOPE 1/4'1 ,' PER FL .,.♦
! _, PER FT. PER FT - -
YARD INLET - --YARD INLET
6' ABC STONE
PRIVATE STREET DETAIL
N.T.S.
NOTE: STREET h ALLEY MAY HAVE INVERTED CROWN. SEE SITE PUN
I /
1
�15TING WETLAND
EX*UH NO. 12 I EX DROP TES \ 1�
T 12.5t i TOP 11.Ot , iINV.=9.0 \
IN=6.5 - J INV.=9.2
f" E FES
EX DROP INLE EX BO
5 °ry =io z 1 Ex FES
R DI INLET 1 ` EXIST SSMH N0.
TOP_I2S� 1 TOP 12.5t
10.0 w 1 INV.=8.5
EX FES ` =� j iij" I �0 1 ' ST 2" BO i
INV.=11.90�,
MH EXIST.
EX DROP INLET I /j \� / c� I DROP INLET 6
TOP 15.5t TOP 117,b t
INV.=11.95 l�r-=6.14 I I I �� rn NV =11.0
rn i
1-8"z "2" TE t ,SEX DROP±
1-2
1-90" BEND I .T VALVE 1p 14.6 t
DROP INLET
f TOP 17.Ot {' 1I I y x
.=15.0 TOP�19 5t TAX DO.5t �
\ /
J x
14'1115'E 17. SO s S �'�`2?•Uh'E t. gg.l] �v S I4`7 S
2`) ,47 - r ♦ -
.
TROPOP 177.5E _T (-I / S1rDROP INLET
// / TOP 19.5t
IINV.=15.2 I I I { EXTSSMH INV.=17.0G
I I I I I TO� 1 T "P O�t
EX DROP I i I I INV. 5.� 6
TOP 15.0t i - w 8 w w /
INV.=12.0 ,{ } I n\ I I rj� �' ^`� 1-8 z z 2 V
Q' v J I I / / J / 1" GATE GATK � -2ALVE /\ y / D
w /
FY
I I I I
Of I ^DCL
/ .
EX DROP INLET B+ \ ///
EX DETENTION POND NO.1
BOTTOM ELEVATION = 3.5'
\ NORMAL POOL ELEVATION = 9.0'
FLOOD POOL ELEVATION = 10.5'
EY OUTLET STRUCTURE POND NO.y
/
I �
* 1,v~ EXIST FES
INV.=9.0
4� \
EXIST DROP INLET
TOP 12.Ot
/ INV.=9.2
j \
EXIST. SSMH
\TOP 13.20t \
INV.=4.94 \
EXIST DROP INLET
TOP 17.Ot
INV.=14.0
\ EX DROP INLET
\ INV 17 5 EX SSMH NO. 8 /
TOP 20.0±\ /
INV.=10.8.80 Y
C ` EX DROP INLET
TOP 19.0t
INV.=18.0
_ TOP 20.2t / fAl /
OP /21.
EX SSMH NO. 1 ' I TOP 17_{2t
TOP 17.5t INV.=1 90I EX DP CNLET I \
INV.=13.5 I TOPP
j I I 5.5 �< / EX DROP INLET / 1,
I SSMH NO. 5
TOP 17.5t / INV =16 5/
Is� iNVr12.58�
EX DROP INLET i I DROP
TOP 17.0t ' P., 17.9t
INV.=15.0 1 1�iV.=15.3 Eli SSMH NO. 7 r
TOP 20.0t J+
/ INV.=11.10 a Qo
OP- .5
1-8"z 8"z 6 TEE
1-8" GATT; VALVE �i 6 -~� / EX DROP
1-6" GATE VALVE TOP .18.7t a_ i
., m r iPIV.=i5.0 ` ` is s ` SD`
CO
`
EX FES f ,
INV.=14.9 s 1 /� .\S+DEWaLK;`
EX FES EX FES �
\ \ \ 1
INV.=14.9 ,' \ �- \
EX SSMH NO. 3
TOP 17.0t
INV.=13.50 \
I I�` FES j / i ' \ , ` \
l INV.=14.5 .-
EX DROP INLET t D I I r
TOP 16.8
16,63: OP
` / \ t
1NV.=14.8 rl N 1 NV.=14.5 I P I j
1 y 1 EX DROP INLET
513i5 L TOP 18.5t / s EX DROP INLET =14.8
slDFwnLK EX DROP INLET TO 19.7t
TOP 19 t
EXIST.
w I I .\� • INV. 14 88 -\ 1 _
WATER LINE �� T= EX SSMH NO. 6 EX DROP INLET
TOP 18.0t TOP 18.0t
/ \ INV.=12.14 EX DROP INLET INV.=13.80
I EX DROP INLET TOP 18.7t
TOP 16.5± INV.=14.9
EX FES.3 �-=14.5 EX DROP INLET
TOP 17.7t
EX FES EX DROP INLET INV.=15.0
INV.=14.3 INV 14 35
I I EX SSMH NO. 2 EX DROP INLET
TOP 18.0t TOP 17.0t
INV.=14.0 INV.=14.0
I I REVISE PER STATE 5TOKMWATER PERMIT REVIEW COMMENTS 16/30/96 I
PARK5TO N E AT LAND FALL
f_XI5TING CONDITION5
WILMINGTON, N.C.
- EX FES, INV.=9.0 )
EX SDMH, TOP TO GRADE
INV.=9.0
EX D7ENTION POND NO.2
TTOM ELEVATION = 1.4'
NORMAL POOL ELEVATION = 8.9'
FLOOD POOL ELEVATION = 11.3'
\ t
E% OUTLET STRUCTURE POND N0. 2
EX SDMH TOP TO GRADE
INV.=11.d
EX DROP INLET
TOP 17.8t
INV.=14.5
LEGEND
- - PROPERTY LINE
EXISTING CONTOUR
PROPOSED SPOT ELEVATION
' PROPOSED CONTOUR
x A X k TEMPORARY SILT FENCE
NOTES:
EX15TING DEVELOPED CONDITIONS PER PLAN PROVIDED BY
ANDREW * KU5KE DATED 5/5/95 ALONG WITH FIELD
VERIFICATION.
EXI5TING 5URVEY INCLUDING UTILITY EASEMENT5 PROVIDED
BY HANOVER DE51GN5.
50 25' O 50' 109
5CALE: I" = 50'
CAPE FEAR
\ En9 ineering, Inc.
.,
3963 Market Street
Wilmington, N.C. 28403 [phone]
Dote:
6/29/98
Scale:
t'=50'
Drawn:
AJF
Checked:
Project No.
208-Oi-97
Sheet No:
3
Of 6

25
14 (^ M
/ a
COMw10N AREA _�EX15i1NG WETLANDS\ oa 20
P�
P ` j
�. <
MIN.FFE 19.0 }
O fJp
pIIN.FFE=2 1 .6
40
`�\ v
. bAIN.FFE=22.0
Ire M
i
EXISTING WOODBRIDGE37
g I t O 6 D
OPEN SPACE r _
6 K/
\ 4��
EXISTING WOODDKIDGE 5UBDIV151ON (UNCHANGED)
LOTS
IMPERVIOUS AREA (5F)
1
3400
2
4180
3
4180
4
3200
5
3000
G
3900
7
3000
35
3000
3G
3200
37
3000
38
3200
39
3200
40
3000
7 �O 'A�w
1 I PEVI5ED PER STATE 5TORMWATER PERMIT REVIEW COMMENTS I G✓30/98
ONE
EXISTING WETLANDS
5WALE
FX15TING 1 5' 5TORM PIPE TO
" BE REMOVED
_I 55TORM DRAIN
EA5EMENT
15
5
0
I
�
I
�
j
i
s
�
I
PROPOSFD GRADE
2' WATER
�
1-
-
1 5' RCP
0
,
-
50 L F. 8' RIC
-
5.5. @ I.0r
5ANITARY `.iEVJER C° O
IGI.GG
LF. Q'
PVC
1
�!
Q;
i
i
rc1 O
�
Q00
`-
r
�a?
-
U1K��
. cnl
NK?
� Q 4 4 I �r%• Y )
- -- MIN.FFE=14.0 i !
�p *ISTING
2' 45~ / REMbKi NN^ANITLRY i
5EWER C2 ANU.UNE/
NEW OUTLET 51RUCl URE
.7 I 5EE DETAIL 5HT #5
MIN. FE= I G�5 PEVI5ED 5TORMWATER POND# I
:55 IUMOVE FX TfttfT UCTIJ _
15.5TORN4JPPE I i ABANDON EXISTING 5TRUCTURE
AND PIPE
51 n!5 I
NORMAL POOL ELEVATION = 9 O
I
\ Q 1 FLOOD POOL ELEVATION = 10.5'
rPROP05€D Z - - _- � 1• I
,DOGHOU5E MANHOLE# I BOTTOM ELEVATION = 3.5'
RIM EL 313 0 G. FARMER
- /- INV. EL.=G 5 - 1508-1639
�PARKSTON E
{ a J. IRW1N 1825-911
Ir STORMWATER POND42
(NO R1"SICAL C!1 w4 TO TN15 P( M
NORMAL POOL ELEVATION = 8.9' MARK BLAKE
-381
��� 1705381
jjj�FLOOD POOL ELEVATION - 1 1 .3'
/ BOTTOM ELEVATION - 1 .4'
PARKSTONE AT LANDFALL
PROPOSED IMPROVEMENTS
WILMINGTON, N.C.
07• IS,,
XCkAAL
two
2
a LY
�NC.Hav
GI
l
10+00 20+00 30+00
SANITARY SEWER PROFILE
HORIZONTAL SCALE I'=50'
VERTICAL 5CALE I'=5'
9' STREET 1 9' STREET
SIDEWALK SIDEWALK
SLOPE 1/4 SLOPE 1/4' �' PER FT.
PER FT PER FT \
3.1 / c : o; Sc� 6^� _ \ 3:1
YARD INLET `YARD INLET
6" ABC STONE
PRIVATE STREET DETAIL
N.T.S.
NOTE: STREET k ALLEY MAY HAVE INVERTED CROWN. SEE SITE PLAN
25
20
15
5
0
NOTES:
MINIMUM FFE DENOTES THE MINIMUM FINISHED FLOOR ALLOWABLE.
FINISH FLOOR5 MAY 5E HIGHER.
FOR TOP AND INVERT GRADES ON EXISTING STORM DRAIN LINE5
HE SHEET #2 - EXISTING CONDITIONS.
LEGEND
1 EXISTING WOODBRIDGE LOT
NEW LOT SEQUENCE FOR PARK5TONE
50' 25' 0 50 100,
SCALE: I' = 50'
CAPE FEAR
Engineering, Inc.
3963 Market Street
Wilmington, N.C. 28403 [phone]
Date:
APRIL. 1998
Scale:
1'=50
Drawn:
AJF
Checked:
PGD
Project No.
208-01-97
Sheet No:
4
Of 8

z`
0
I EXISTING
RISER �
RIFICE
BOTTOM ELEVATION = 1.41
NORMAL POOL ELEVATION = 8.9'
FLOOD POOL ELEVATION = 1 1.31
5TORMWATER POND#2 INV, g 62
(NO CHANGE TO THE EXISTING A513UILT CONDITION)
Water Body Receiving Stormwater Runoff: Wrightsville Recreation. Area
CIa551flcatlon of Water Body: "5B#"
If Class 5A, chloride 5ampling results: N/A
Pond Depth: 7.5 feet
Permanent Pool Elevation: 8.9' MSL
Total Impervious Surfaces Allowed: 137,930 square feet
Offslte Area entering Pond: N/A
Green Area entering Pond: 14G,081 square feet
Required Surface Area: 4,097 square feet
Provided Surface Area: 4,490 square feet
Required Storage Volume: 13,737 cubic feet
Provided Storage Volume: 14,940 cubic feet
Temporary Storage Elevation: 1 1 .3' MSL
C t II Of 15" I
on ro Ing r1 Ice. p p
FIREV15E PER STATE 5TORMWATER PERMIT REVIEW COMMENTS 6/30/98
REV. NO, KEVIt5IUNb
EXIST
BE RE
REMOVE PIPE
150 FE5
INV.=9.2
/ EXISTING 5WALE
azNORTH
1
I
I
I
ABANDON
PIPE
\ INV.=9.0
I
RELOCATE EXISTING 1 5" INLET
BEEC14
-MEET _
5TORMWATER POND# I
ABANDON EXISTING STRUCTURE
AND PIPE
FLOOD POOL ELEVATION = 10.5'
`\ NORMAL POOL ELEVATION = 9.0'
BOTTOM ELEVATION = 3.5'
(REVISED)
Water Body Receiving Stormwater Runoff: Wrlght5v1lle Recreation Area
Classlflcatlon of Water Body: "SB#"
Pond Depth: 5.5 feet
Permanent Pool Elevation: 9' MSL
Total Impervious Surfaces Allowed: 104,282 square feet
Off5lte Area entering Pond: N/A
Green Area entering Pond: 12 1 ,G20 square feet
Required Surface Area: G,994 square feet
Provided Surface Area: 8,4 13 square feet
Required Storage Area: 8,G90 cubic feet
Provided Storage Area: 9,337 cubic feet
Temporary Storage Elevation: 10.0' MSL
Controlling Orifice: 1 .5" pipe
PARK5TO N E AT LAND FALL
5TORMWATEK POND DETAILS
WILMINGTON, N.C.
Ck tt =
20t$CitL
F kFNntuI, ?
CAPE FEAR
Engineering, Inc.
3963 Market Street
Wilmington, N.C. 28403 [phone]
Sheet No:
5
Of 6

UL!\INV V/, VI\/1JJ \/v
1 Q I Q I
3 G 3 MAINTENANCE
SEEDING DATES: APRIL THRU JULY ACCE55
6: 1 5HELF
SOIL ADMENDMENTS: FOLLOW RECOMMENDATIONS OF SOIL TEST �p
OR APPLY 2000LB\ACRE OF GROUND AGRICULTURAL LIMESTONE 2.5 TO 3.0
G
AND 1000LB\ACRE OF 10-10-10 FERTILIZER. A I sLD Q I
PVC FIFE A TOP OF I O 1'R. FLOOD STORM= I0.5' MSL
MULCH: APPLY 4000LB\ACRE OF STRAW. ANCHOR STRAW WITH p TOP OFPOND-IIAY M5L
ASPHALT, NETTING OR MULCH ANCHORING TOOL. LIB" RCP OUTLET 5TRUCTURE - 4' x 3' BOXEY170P EL-- I O.O
T.
HYDROSEEDING MAY BE UTILIZED IN LIEU OF CONVENTIONAL SEEDING \\ \ i r -� 18" p
METHODS. �\ \ \\\i - Y
Ilk PERMANENT POOL=9.0'M5L 1 g° RCP
1 I \ \\\ \\ \ \\\ \\'\\ \_ \�\ ' \\\t/+�\� \\\\ \\\/ \\ INV.=8.9
TEMPORARY_ SEEDING_ SCHEDULE 'FOREBAY \� � i� �
�i ii i EXISTING DISSAPATpR
SEEDING MIXTURE RATE (LB\ACRE) \��\\\�i\\\�i\ BOTTOM OF POND= 3.5 MSL �� \\\'�\\ BLEND IN TO
RYE 120\\\�i\\\i\ j\ \� v \ � ,\�\\\�\i\\\ii\\\�\�\\\�\�\\\�\i\\��\�\\\ \i
ANNUAL LESPEDEZA 50 G' 2'0 EXISTING TERRAIN
SEEDING DATES: SEPT thru MAY 1
SEEDING MIXTURE RATE (LB\ACRE) NOTE: MAINTENANCE EASEMENT REQUIRED FOR RETENTION POND
GERMAN MILLET 50
SEEDING DATES: MAY 1 thru AUGUST 15 PLAN - OUTLET STRUCTURE "
SOIL ADMENDMENTS: FOLLOW RECOMMENDATIONS OF SOIL TEST
OR APPLY 2000LB\ACRE OF GROUND AGRICULTURAL LIMESTONE
AND 1000L8\ACRE OF 10-10-10 FERTILIZER. TYPICAL SECTION TH_RU ST
ORM WATER POND # I
MULCH: APPLY 4000LB\ACRE OF STRAW. ANCHOR STRAW WITH
j ASPHALT, NETTING OR MULCH ANCHORING TOOL.
HYDROSFEDING MAY BE UTILIZED IN LIEU OF CONVENTIONAL SEEDING Y N. T.S GENERAL NOTES:
METHODS. GALV. BAR GRATING - V X 1/8' BEARING BARS. FASTEN WITH
I TYPE J CUPS. A ATTACH TO 1-1/4' x 1-1/4' x 1/4' GALVANIZED 1. ALL DROP INLETS OVER 3'-6" IN DEPTH TO BE PROVIDED WITH STEPS 1°-2'
ANGLE FRAME. MORTOR FRAME TO TOP OF OUTLET STRUCTURE. CONC. PIPE ON CENTERS.
2. ALL CONCRETE TO BE 3600 P.S.I. COMPRESSIVE STRENGTH.
1.5' ORIFICE Q.D,) 3. MORTAR JOINTS SHOULD BE BETWEEN 3/8" AND 5/8" THICK.
- ATTACH GALVANIZED WIRE X X 4. BRICK MASONRY DROP INLET NOT TO BE USED IN LOCATIONS SUBJECT TO TRAFFIC.
TOP OF BANK = 1 1 -O' CLOTH OVER SMALL DIAMETER 5. JUMBO BRICK WILL BE PERMITTED. CONCRETE BRICK OR 4" SOLID CONCRETE BLOCKS
3 ❑RIFICE (8 MESH .020 WIRE) CONC. MAY BE USED IN LIEU OF HARD COMMON CLAY BRICK.
PIPE 6. FOR 8"-0' IN HEIGHT OR LESS USE 8" WALL OVER 8'-0" IN HEIGHT USE 12" WALL TO
- I 6' 0' FROM TOP OF WALL AND 8' WALL FOR THE REMAINING 6'-0'. QUANTITIES TO BE
SEQUENCE OF CONSTRUCTION ADJUSTED ACCORDINGLY.
5TATE FLOOD POOL 10.00 7. ALL PIPE IN STORM DRAIN STRUCTURE TO BE STRUCK EVEN WITH THE
Y INSIDE WALL, GROUTED AND BRUSHED SMOOTH.
1. OBTAIN PLAN APPROVAL AND OTHER APPLICABLE PERMITS. PLAN
2. INSTALL TEMPORARY EROSION CONTROL MEASURES AS INDICATED B. ALL SLABS SHALL 8E FORMED.
ON THE APPROVED PLAN. 18u RCP WITH COPING REMOVED
3. PRIOR TO INITIATING GRADING ACTIVITIES, OBTAIN CERTIFICATE OF INV. = 9.
- _ COMPLIANCE THROUGH ON -SITE FIELD INSPECTION BY THE COUNTY.
4. INSTALL UTILITIES AND DRAINAGE PIPE. PROVIDE INLET PROTECTION. NORMAL POOL 9.00' I�
- 5. INSPECT AND MAINTAIN ALL EROSION CONTROL DEVICES EVERY 7 DAYS CONC. APRON -
-+I 2
AND AFTER EACH SIGNIFICATE RAINFALL EVENT (0.5" OR GREATER). in 3�-6��
I _ IN PAVED
6, PLACE TEMPORARY SEEDING ON ANY DISTURBED AREAS THAT ARE TO - - _
BE LEFT IDLE FOR MORE THAN 30 DAYS. q AREAS
8' 8"
7. PERMANENT GRASS SHALL BE INSTALLED FOR ALL AREAS AT FINAL 3 -FRAME
GRADE AND IN SEASON. FERTILIZE, WATER AND RESEED AS REQUIRED B
TO ESTABLISH A VIGOROUS STAND OF GRASS. - -
8. REQUEST FINAL APPROVAL FROM COUNTY TO REMOVE TEMPORARY DEVICES. PIPE
PIPE CONC. PIPE P PEG. CONC. 1O
9. AFTER COMPLETION OF CONSTRUCTION AND THE SITE IS STABILIZED, BOTTOM ELEV. 3.50' I I PIPE L N
REMOVE ALL ACCUMULATED SEDIMENT FROM TRAPPING DEVICES AND G" 2'Om JG - -
SPREAD EVENLY ACROSS THE SITE. GRASS THESE AREAS IMMEDIATELY 12
AND REMOVE ALL TEMPORARY DEVICES. 6„ m
SECTION A -A SECTION X-X SECTION Y-Y 5°-6"
PLAN
_ - DIMENSIONS AND QUANTITIES -
STORMWATER POND NO. 1 OUTLET STRUCTURE WI DIMENSIONS BOX & PIP CONS. TOTAL BRIG`, MASONRY DEDUCTIONS
PIPE SPAN WIDTH HEIGHT IN BASE PER FT. BFiCK MIN. FOR ONE PIPE CONC. APRON
N.T.S. 8 A B (MIN. C.U. HEIGHT COPING H C.M. R.C.FRAME
- - - 12" 3'-0 2'-0" 2'-8* 0.267 0.313 0:037 0.871 0.020 0.032 `
15" 3'-0" 0.976 0-0311 0.047
18 3-5 1.1os 0.044 0.065 SECTION J-J
24' 3'-O 2'-O" 4'-0" 0.267 0.3131 0.037 1 1.289 0.078 1 0.113 - -- - - - -
STEEL.OR WOOD POST
FILTER FABRIC
IN LIEU OF BURYING SKIRT, 6' OF
#5 WASHED STONE MAY BE USED
w OVER TURNDOWN.
J U
Q 13_ Q
10
ry f\�V
\-ANCHOR SKIRT 6" MINIMUM
GENERAL NOTES: 1.
FILTER FABRIC FENCE SHALL BE A MINIMUM OF 32' IN WIDTH AND
SHALL HAVE A MINIMUM OF 6 LINE WIRES WITH 12" STAY SPACING.
2.
WOVEN FILTER FABRIC BE USED WHERE SILT FENCE IS TO REMAIN
FOR A PERIOD OF MORE THAN 30 DAYS.
3.
STEEL POSTS SHALL BE 5°-0- IN HEIGHT AND BE OF THE
-
SELF -FASTENER ANGLE STEEL TYPE.
4.
WOOD POSTS SHALL BE 6 TO 7 FEET IN HEIGHT AND 3 TO 4
INCHES IN DIAMETER. WIRE FABRIC SHALL BE FASTENED TO
WOODEN POST WITH NOT LESS THAN #9 WIRE STAPLES 1-1/2" LONG.
5.
WASHED STONE SHALL BE USED TO BURY SKIRT WHEN SILT FENCE
IS USED ADJACENT TO A CHANNEL, CREEK OR POND.
6.
TURN SILT FENCE UP SLOPE AT ENDS.
7.
FABRIC USED WITH WIRE MESH MAY USE 8' CENTERED POSTS.
MAINTENANCE NOTES: 1.
FILTER BARRIERS SHALL BE INSPECTED IMMEDIATELY AFTER
-
EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY
REPAIRS NEEDED SHALL BE MADE IMMEDIATELY.
2.
SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END
OF THE EXPECTED USABLE LIFE AND THE BARRIER STILL IS NECESSARY, THE
-
FABRIC SHALL BE REPLACED PROMPTLY.
3.
SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT. THEY
MUST BE REMOVED WHEN DEPOSITS REACH APPROX. HALF THE HEIGHT OF
THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN PLACE PRIOR TO THE
ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT FENCE IS
REMOVED SHALL BE DRESSED TO CONFORM TO THE EXISTING GRADE,
PREPARED AND SEEDED
SILT FENCE DETAIL
DROP INLET
WITH GRATE
....t....l
Inumm
C::7:
:C::::::I
nTnil
�uuuuuuuuut
STAKES -
SEDIMENT FABRIC WITH
WIRE BACKING
RUNOFF WATER
WITH SEDIMENT-
BURIED -/
SEDIMENT FABRIC
DROP INLET PROTECTION DETAIL
nts
REVISE PER STATE STORM WATER PERMIT REVIEW COMMENTS I G/30/98
INLET
PARKSTO N E AT LAND FALL
STO RM WATE R D ETAI LS
WILMINGTON, N.C.
2
PLAN OF FRAME
5ECTION E-E
SECTION F-F
01. 1 4
yo oFrGsa7p 1
:Q4 % =
SEAL
_ 20
G RATE_ I N LET D ETAI L
M
PLAN OF GRATING
�-- � RM
x�l t�t®
SECTION G-G
1
5ECTION H-H
GRATE INLET FRAME DETAIL
CAPE FEAR
Engineering, Inc.
3963 Market Street
Wilmington, N.C. 28403 [phone]
Sheet No:
6
pf 6

CITY OF WILMINGTON STANDARD
GRAVEL
K
OVERF'LOW�
RUNOFF WATER
w/SEOWENf
INLET W/GRATE
SPECIFIC APPLICATION
THIS METHOD OF INLET PROTECTION IS
APPUCABLE WHERE HEAVY FLOWS ARE
EXPECTED AND WHERE AN OVERFLOW CAPACITY
IS NECESSARY TO PREVENT EXCESSIVE
PONDING AROUND STRUCTURE
r FILTERED WATER
RUNOFF WATER
w/SEDIMENT—
W-71
IRESCREEN •.j `CURB INLET
SEDIM2x4 WD STUD
SPECIFIC APPLICATION
THIS METHOD OF INLET PROTECTION IS
APPLICABLE AT CURB INLETS WHERE AN
OVERFLOW CAPABILITY IS NECESSARY TO
PREVENT EXCESSIVE PONDING IN FRONT
OF STRUCTURE
AROUND INLETS
1 1/2• TYPE 1-2 (NCDOT)
- r ABC STONE (NCDOT)
COHSE AGQRMATE� —4wWrl&�
NOTE PAVEMENT SECTION MAY VARY
DEPENDING UPON FIELD CONDITIONS.
CONTRACTOR SHALL COORDINATE
w/OWNER & CEOTECHNICAL
ENGINEER TO DETERMINE
TEMPORARY GRAVELLED
ACTUAL PAVEMENT SECTION.
CONSTRUCTION ENTRANCE
EAVEMENT
SECTION
NHS
_
IEL OR POSE
WIRE FABRIC
I
YN 12-1/2 CA
FILTER FABRIC
NTE1MImMTE WIRES I.
k-
�
ANCHOR FABRIC SKIRT
AS URETIED BY E.HIWW
u �____ u
NOTES:
1. FENCE FABRIC DWI BE A MN. OF 31 N WDTH AND
SMALL HAVE A IDL OF SIX WE WIRES WON 17 STAY
SPACNU.
2. FABRIC SHALL BE FOR EROSION CONTROL AND UK OF
31r N WIDTH FABRIC SHILL BE FASTIM
ADEWNTELY 70 THE WIRE FABRIC AS N ELAED BY THE
ENCYEIIL
A STEEL POST SMALL BE 5'-W N HEIGHT AND BE OF THE
SELF -FASTENER STEEL ANGLE TYPL
4. WOOD POST SHALL BE A MIX OF V N HEIGHT AND 8
TO 4' N DWETER WIRE FABRIC SMALL BE FASTENED
701WO0 POST WITH NOT LESS THAN /B WIRE EADI SE
`Ell
ONG
TWORAW SILT FENCE
GRASSING DETAIL
SEEDING MD(TURE
ml WE Won)
PENSACOIA B4YM+RASS 50
SEISCFA USPEDEZA 30
COMMON BUNUDAGRASS 10
CERWN MILLET 10
TALL FESCUE 50
SEEDING NOTES
1. WHERE A NEAT APPEARANCE B DESIRED, GMT Sff4cEA
2. USE COMMON BERXALMASS ONLY ON ISOIATED SITES WHERE T CANNOT BE -
COW A PEST. BERMUDAGRASS MAY BE REPLACED WITH 5 Ib/ars CENDPEDEGRASS.
SEEDING DATES
AM 1 - JULY 15
SOIL AMENDMENTS
APPLY LIME AND FEIMUZER ACCORDING TO SOL TESTS, OR APPLY 3,000 Ib/=*
GROUND AGRICULTURE LIMESTONE AND 500 B/0cm 10-10-10 FETAIIDL
MULCH
APPLY 4,OD0 6/acre GRAIN SMWOR EOUN&M COVER OF ANOTHER SUITABLE
MULCH. ANCHOR BY TACKING WITH ASPHALT. ROVING. OR NETTING OR BY CRIMPING
WITH A MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE
USED AS A MULCH ANCHORING TODL
mAIwDwa
RFFERIU2E THE FOLLOWING APRL WITH 50 lb/acre NRROGDL REPEAT AS GROWTH
REWIRES. WAY BE MOWED ONLY ONCE A YEAR. WHERE A NEAT APPEARANCE 6
DESIRED, OMIT SERICEA AND MOW AS OFTEN AS NEEDED.
SEE PLAN FOR PIPE
ORIENTATION
r---1 F—�
I I
CASTING
NOTE: USE DEWEY BROS.
7 I CH-BN 3A FOR CATCH
BASINS AND CH-SN-47
CONC. COLLAR FOR YARD INLETS
PLAN
CONC. COLLAR
ASPHALT PAVEMENT
ELEV. VARIES
Ion''_ I ..
BRICK
3000 PSI CONC.
NOTE:
DROP INLET TO HAVE SAND
TRAP, DROP FOOTING 12• &
SECTION LEAVE OPENING AS SHOWN
DROP INLET DETAIL
NTS
TREATED LANDSCAPE
TIMBER M
o
ll
C.I. BOX Ob
& COVER g or
7
COMBINATION - - -
MAX 457 SWEEP a
BENDS AS REQ'D a
NIPPLE PER COUNTY
MAIN- ANGLE REQUIREMENTS
AS REQ'D
TYPICAL NEAR SIDE
SEWER SERVICE DETAIL
NTS
TREATED LANDSCAPE
n
TIMBER
w—
O
O' EEE IT
C.I. BOX
wh to
& COVER
'v
w
0
VARIABLE SLOPE
1.57. M NIMUM
NIPPLE PER COUNTY
REQUIREMENTS
COMBINATION
MAX. 45
LONG SWEEP
AS REQ'D TO REACH
OPTIMUM DEPTH L
. 45 I
TYPICAL MR SIDE
SEWER SERVICE DETAIL
NTS
EROSION
L STONE TYPE •A
0
SEMM A - A LFLTER'FABRIC
ENERGY DISSIPATOR
NTS i
rav& N
rm gm oa
NDICAICD
ON.E K."
&am 1AAcm
aAAa61
4 CU. I
OR CIL
Box
C GATE WIVE
i - GALV. 1/Y U-ANOM
BOLT END Af(OI1ND HYDRANT
BOOT AS SFOWL
CONC. MDC101O. Plonk
AGAINST UNDISIUIM
GROUND
TYPICAL HYDRANT (TRAFFIC TYPE)
N.T.S.
tm
a
MEM wx
wiurwrm
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uoenwo 4Aawo
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N.T.S. /�jjjj1C� e
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C.w NON Mwa a FAVP.V 01W VM S FOR V0010n5 OR
cUvlW. r0P r01>E PLUSH of"= AR:045 our or
WITH ST Wem WALKS or TRAFFIC. r0r TO Oe AS
05e7eALTV1 NL'A6-.� 9/ 8r Q'AW:FIf I.IOfeG ON rLNJ5 oN
\\\\ LKAVd7 Moms PRIOVe7E
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' CON CRAP SPACL1t5 rOR
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r I I'IC-U5r MMFGT.0
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T I WITH AMM c I FOR R" VA. PARM
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s'TT I AS APFROVW DY 1FE -I
1Si �� ��.AAew APPROVW I
PLAIN VEIN COPOLYACR
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NTi 6" eximvw LIP MONQLNHCILLY CAer
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A
PYC PIPE A
IT RCP
w
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w z 3
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PLA - OUTLET STRUCTURE
CALV. BAR GRATING - 1' x 1/✓�' BEARING FASTEN WITH 7
TYPE J CUPS ATTACH TO 1-1/4 x 1-1/4 uA 4• GALVANIZED ® O
ANGLE FRAME MORTOR FRAME TO TOP OF 0 STRUCTURE ATTACH GALVANIZED WIRE
CLOTH OVER SMALL DIAMETER N
P BANK = 11.0 3 ORIFICE (8 MESH .020 WIRE)
STATE FLOOD POOL 10.50' Om ill
18' RCP 7
INY. = 9.0 F�
NORMAL POOL 9.00' h+i
to
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SECTION A - A Q W
DETENTJON POND NO. 1 OUTLET ST CTURE
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CLOTH OVER SMALL DIAMETER
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' STATE FLOOD POOL 11.30'
z
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_23
OPSEO ONE STNGs�i
TRACT A
LANDFALL ASSOCIATE
DRAINAGE CALCULATIO
48% BUILT -UPON WITH 90% T:
7.5' PERMANENT POOL = .013,
0.16 AC = SURFACE AREA
STORAGE VOLUMN = 8.0 x 435
STORAGE AREA = 29,040 CF/6S
TOTAL AREA REQUIREMENT
AREA RESERVED = 0.52 ACRE;
POND #1
PRE-DVPMT:5.8 AC x.20
POST-DVPMT:5.8 AC x.4E
DISCHARGE OUTLET: 24"
POND #2
SAME AS ABOVE.
RUN-OFF COLLECTED 50 -
NOTES
ST. ANDREWS AT LANDFALL
1. BOUNDARY SURVEYED IN DECEMBER OF 1994.
2. TOPOGRAPHY TAKEN FROM ACTUAL FIELD SURVEY.
3. THIS MAP IS PRELIMINARY, IT IS NOT INTENDED FOR RECORDATION, SALES, OR CONVEYANCE.
4. ALL BEARINGS ARE RELATIVE TO N.C. GRID N.A.D. 1927 PER M.B. 31 PAG. 204.
5. 11.756 ACRES TOTAL.
6. AREA COMPUTED BY COORDINATE METHOD.
nIRNBERRY AT LANDFALL
CURVE
DELTA
RADIUS
ARC
CHORD
TANGENT
CHORD BRG
1
126' 20' 42"
70.00
154.36
124.93
138.41
N
68' 13' 25" E
2
13' 22' 09"
400.00
93.34
93.12
46.88
N
55' 17' 19" W
3
69' 00' 00"
80.00
96.34
90.62
54.98
S
27' 28' 23" E
4
48' 20' 40"
110.00
92.81
90.09
49.37
N
17' 08' 44" W
5
11' 44' 46"
110.00
22.55
22.51
11.32
S
35' 26' 41" E
INARY PLAN OF
;E AT LANDFALL
3ACT "B" OF
)OD ROAD TRACT
VELOPED BY
K DEVELOPERS, INC.
VVRIGHTSVILLE AVE.
IGTON, NC 28403
310-392-3828
EW HANOVER COUNTY
E: APRIL 24, 1995
�'T C
NORTH CAROLINA
TES EASTWOOD RD. TRACT
\
LINE
BEARING
DISTANCE
L12
N
23' 03' 17"
E
50.12
L13
N
03' 27' 09"
E
53.88
L14
N
21' 41' 25"
E
69.06
L15
N
13' 41' 28"
E
57.73
L16
N
15' 27' O1"
W
40.68
L17
N
00' 41' 12"
W
70.46
L18
N
17' 59' 10"
E
64.52
L19
N
47' 48' 10"
E
92.97
L20
S
78' 04' 11"
E
160.91
L21
N
OT 03' 18"
E
126.08
L22
N
39' 23' 29"
E
72.45
00 150
SCALE IN FEET
HANOVER DESIGN SERVICES, P.A.
LAND SURVEYORS, ENGINEERS & LAND PLANNERS
319 WALNUT STREET
WILMINGTON, N.C. 28401
PHONE: [phone]