SW8010535_APPROVED PLANS_20010816

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO. I -SW
DOC TYPE El CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

f
is
it
E
!I
VICINITY MAP
N. T. S.
L��EirD
C
I
-
AC ACRES
h
co CLEAN OUT
OR DEED BOOK
DIP DUCTILE IRON PIPE -
EL. ELEVATION
`
4' -Q"
3' —4"
4' -0"
EOP EDGE OF PAVEMENT
11� BCSC
EX. EXISTING
TY6E 1-2
BACK OF
lIDEWALK
A
FE FINISHED ELEVATION
GV GATE VALVE
INV INVERT
_
LF LINEAR FEET
+
MB MAP Boat
_ - -_-- 6" CABC
TH I CKENE
M8L MINIMUM BUILDING LINE
EDGE BEL
�I
U_
MH MANHOLE
N/F NOW OR FORMERLY
—SUJ3GRADE
lu
EXPANSION
ix s.
4'-0"
D.C. ON CENTER
JOINT
OHE OVERHEAD ELECTRIC
>
L
=
P80 PERMANENT BLOW OFF
EXPANSION
PP POWER P13LE
CONTOURS
�
JOINT BACK OF SIDEWALK
PVC POLYVINYL CHLORIDE
RCP REINFORCED CONCRETE PIPE
# R.s'W RIGHT OF MAY
SF SQUARE FEET
TYP I CAL
PAVEMENT DETAIL
GUTTER LINE
FRONT OF SIDEWALK
r
# TSW TOP OF SIDEWALK
I
r TTAV TYPICAL
N.T.S.
/
# TYP. TAPPING TEE A VALVE r
# Wv WATER VALVE ,
I Ex E EV TION TOUR
LA
3x4" 4'-{f"
- its - - ' L A I FRONT ELEVATION
± —18'�- PROPOSED ELEVATION CONTOUR
SILT FENCE 1 PLAN VIEW N. T. S.
' POND ACCESSAENT EASEMENT N.T.S. r
1
r�* NIF VARIES
SOUTHSTAR HOLDING. LLC r
s� WETLANDS PRESERVATION 1 /4 -/FT
'42-'E__(S TAPLES ) F AREA # 1 12:1
5.59' 48 "E
.26
- `- S83'S4'03nE - S06°10'36"W
N1q. �5-,�_ - _ 4--_�__- 357. g'S' __ 18. 3,) f SECTION A —A
8 W_ _ _ ���� 583`49' S"E ' N.T.S.
—�� -- 45.00 I
HANDICAPPED RAMP DETAILS
R .� == I 4 5 DO Tf #
_� - EX.j L IGHT POLE
" PER FT. _
' 4 �;- -� _ To BE RELOCATED
a b --- IX ?~,_ r S83049 5`E #
4 A , 4" TYPE 6C 2C 59_92 CUT EX. CURB AND
INSTALL CURB ISLAND ##
3000 PSI CONCRETE F _ y i H.1.4 b C I
—5" CABC 3 LPri'vo `�� _ t =6 GG.46
E6. z3T;2�40
6 i i iZ j
r s8.21.
PROPOSED RAISED m°•3t�" M
(SEE EXPANSION AND GROOVED JOINT DETAILS THIS SHEET) CONCRETE ISLANDS. �_ ''46 -- 32.68
BY OTHERS
TYPICAL SIDEWALK DETAIL
SECTION A6-A6 Z , _ N. T. S.
♦ 1 F } .r y i
DUtrPSTER PADS i
31.0
cr—
Ci1
k o r I I iF
_ I ' U
PARK IDRIVE A5 NT �� V ; I
qL
JOINT SEALER 24� _ — _ -
wa MART ACCESS �t 28. I s�. 45 `
(A PROX. LOCATION)-6116.68 I N89' 2158'E
- _
7V__4 MURPH Y USA I °LP O ; !� L, k 4 -I
I, x JOINT FILLER
z f WAL MART SUPER CENTER)
TRANSVERSE EXPANSION JOINT IN SIDEWALK I
r*1 1 x i it
N.T.S. _ - • ' 1 `'.\
x O SPACES m I`
NOTE:
A 1,2q EXPANSION JOINT SHALL BE REQUIRED AT 45' INTERVALS. I qrn i I A- M — N 'f
; J ,
Al,,* EXPANSION JOINT SHALL BE REQUIRED WHERE THE i uCCU►, i ry + '' r �
LA
SIDEWALK JOINS ANY RIGID STRUCTURE. I *`/' 1 w: n 060'x 25'
I " D p
f9 5 00 SF
1 NQ I 0 to rn O1TALm 36 :ri j
8-
1"
1�i Q JID PAID it. i.
. e . ll . - . 4 40.0 R/W ACCESS EASEMENT
• ► t 18 24' NSF
GL'IMCHER PROPERTIES, LP
I O -- `! +` �` ( CYPRESS BAY PLAZA)
GROOVED JOINT IN SIDEWALK , I��°
NOTE ® I I " — ` FA r
+ i
A GROOVED JO I NT 1 " DEEP W I TH k•g` RAD I I SHALL BE t1 �� - - - i G i
SPACE' 1
REQUIRED IN THE CONCRETE SIDEWALK AT 5' INTERVALS C O 60'x 20 I E I
N ; ', �,
1 1200 SF #
5' WIDTH
3000 PSI CONCRETE
PER FT.---
4_ Q
_ •
r CLW ACTI:..Q SCe,-,RALE T3 33 % OF
*4G%'IF 1ED PRJCTOR DF-%311 G' -- t
TYPICAL SIDEWALK DETAIL
SECTION B6-B6
N.T.S.
SHEET #, OF 4 -
PROJECT #: PM 1053-3
DESIGN FILE #: 1053-* 1053-3+ I ot3, dgn
1p
4 SPACES tit 59
.20
��'•'`�`�
N =418 9.05 } dt �6�• 2 R k r- f 1
171 . 13 Q ram' f i
O i
Glp
` a m -- -
1 LP so N
PROPOSED RAISED rn= Arn CCiKRET ISLAND 4 *
BY OTHE5 ti 1t
1 I 4
i { CE 38.20 -1 ... - ~: — .r f
N89.21'58,E i i 1 � r.. w
JWE
-
N01' 43' 27 "W
29-84
°41 08b N�a�s_c,s Z: .7 .-_ ---- ---- — ------ -- -- ---
10' BUFFER PER 11---PROPOSED CONCRETE ---
!MJaELiLkD CITE SIDEWALY - 5' WIDTH. �r�rNtrrraArrl
OR I NA":CE + PFR TOWN OF! WiRE.HEAD �r OPI1rlr
CA}?d�ri���,
CITY. SEE f1ETATi c. THIS SHEET �•
l_; , . 50 1 [)FUTURE '---; N. C • I t I MY 1 • 24 S
TRAFFIC SIGNAL
_ EAL
00' R/W 13343
SCALE: 1 — 5 J
act
I -
12"
4YAir
ACC�A$Ilas.E 9" (VAN ACCESSIBLE SIGN)
3r�Y6
Ua drrAit:O
(SIGN R7-8)
1 8 0
I
X'11" (SIGN R7-8D)PE0iUl11Y2
� a zo-11
!
STANDARD COLORS (ALL SIGNS):
BACKGROUND - WHITE
LETTERING b BORDER - GREEN
FIGURE - WHITE ON BLUE FIELD
5'
HANDICAP PARKING SIGN DETAILS
N.T.S.
SITE DATA: RECEIVED
ZONING: CH (COMMERCIAL HIGHWAY)
TOTAL TRACT AREA - 3.83 AC JUL 27 Ml
TOTAL BUILDING AREA - 20.700 5F
TOTAL PARKING SPACES REQUIRED - 104 DWQ
TOTAL PARKING SPACES PROVIDED : 106 PROJ;P. �o fcl) 0 - 5_
TOTAL HC ACCESSIBLE SPACES = 5
NOTES:
I. LOT 3 LOCATION AND TOPOGRAPHIC SURVEY PERFORMED BY
STROUD ENGINEERING. P.A..
2. PORTION OF CYPRESS BAY PLAZA FROM DRAWING ENTITLED
"CYPRESS BAY PLAZA. ALTA/ACSM LAND TITLE SURVEY" DATED
MAY 14, 1999. PREPARED BY STROUD ENGINEERING. P.A..
3. LOCATION) AND DESIGNATION OF WETLANDS PRESERVATION
AREA $t 1 FROM MAP ENTITLED "WETLAND PRESERVATION AREA
MAP FOR SOUTH STAR HOLDINGS. SHEET 4 ADDEMCIUM TO SHEETS
1, 2, & 3" DATED DECEMBER 16, 1997. PREPARED BY POWELL
SURVEYING COMPANY, P.A. OF BEAUFORT. N.C..
4. ALL RADII ARE TO BE 5' UNLESS OTHERWISE NOTED ON PLANS.
5. UNDERGROUND ELECTRIC NOT LOCATED. VERIFY LOCATION OF
ANY POSSIBLE CONFLICTS.
APMOVED
NORTH C nIOLMA VIV,. O.tp,!EUTAL
DIVISION OF WATtii QUALIPt
Dat96 A1G Zco(
Starmwater Perwt Nti.5w,37, 0/053-5
REVISIONS;
ft I 8Y I DATE DESCRIPTION
&ffl 71191011 MHC & SW COMMENT 5
SITE/DEMOLITION PLAN
N.C. HWY. 24 PROPERTY
LOT 3 COMMERCIAL DEVELOPMENT PROJECT
MOREHEAD CITY. CARTERET COUNTY. NORTH CAROLINA
CLIENT: SOUTHSTAR HOLDINGS DESIGNED:
managed by TRIBEK MANAGEMENT RDC
c/o BLANTON HAMILTON DRAAN:
ADDRESS: 200 FIROVIDENCE ROAD, SMITE 1GC
CHARLOTTE. N.C. 23207 KP'=/GYT
._hr'_CKEG:
PHONE: [phone] PDC
/k\ STROUD ENGINEERING, P.A. �r r rw y i L'
�•_ 151A riGHWAY 24
'✓' 3 C AID CITY: N C. 28557 A TE
. n - S ,- P E
�R6N'ALD Ill_ (-.ULLi H£R P—P.7 ; " _
4

I
MAIN LINE VALVE ,
I
ADAPTER WITH
FIRE HOSE THREADS
LUG DAPPED FOR 2' VALVE BOX
a
OR 4 d LARGER MAIN -
2'-9' PVC PIP I 2" PV
2" BRASS NIFFLE CONCRETE BACKING
FOR 4" & LARGER MAIN GATE OR BALL VALVE
2" PVC SEE PLAN
ADAPT R NOTE: VALVE BOX NOT
FOR 4 d LARGER SHOWN FOR CLARITY
MA I N
TYPICAL PERMANENT BLOW OFF
N.T.S. (WHEN CONTROLED BY MAINLINE VALVE)
FINISHED GRADE -
1 if :;/
ECCENTRIC CONE
SECTION
'0" RING GASKET -
ALL JOINTS
GROUT INSIDE & -
OUTSIDE OF JOINT
USING NON SHRINK
GROUT
0 - 16' ASTM C-478-
TYPICAL MAfHOLE-
STEPS a 16 O.C.
FLEXIBLE SLEEVES -
AT ALL POINTS OF
PIPE ENTRY
GROUT CHANNEL -
SLOPE 1:12
1' MIN. CRUSHED -
AGG. BASE
M H RING d COVER
L E C,t rvD
AC
ACRES
co
CLEAN OJT
D8
DEED BOOK
DIP
DtJCTILE IRON PIPE
EL-
ELEVATION
EDP
EDLE OF PAVEMENT
Ex.
EXISTING
FE
FINISHED ELEVATION
Gv
GATE VALVE
INV
INVERT
LF
LINEAR FEET
MB
MAP BOO(
MBL
MI I N I MUMI BUILDING LIKE
WH
MANHOLE
N/F
NOW OR FORMERLY
O.C.
ON CENTER
OHE
OVERHEAD ELECTRIC
PSO
PERMANENT BLOW OFF
PP
POWER POLE
P'/C
POLYVINYL CHLORIDE
RCP
REINFORCED CONCRETE PIPE
1 R/W
RIGHT OF WAY
SF
SQUARE FEET
TSW
TO/ OF SIDEWALK
I TT&V
TYPICAL
r TYP.
TAPPING TEE a VANE '
WY
WATER VALVE !
' - is'--
EX. ELEVATION CONTOUR r
' -18'-
PROPOSED ELEVATION CONTOUR
'
r
SILT FENCE r
r
POND ACCESSMENT EASEMENT
N/F '
SOUTHSTAR
HOLDING. LLC j
--_�(S TAPL ES ) '
TOP OF PAVEMENT
J NOTES:
a_ 1. THE DISTANCE FROM THE
''' TOP OF M.H. RING AND
Lu
COVER AND FINISHED
GRADE MAY VARY WIDELY,
SEE PLAN,
2. SLOPE INVERTS AT SEWER
cc LINE GRADE.
:n
4E
_ N
w
Q
7
PIPE SIZE
D
LESS THAN 24'
4
'
'
MOPE THAN 30'
6'
LI(IURLE STRAP BOOT BY:
PRESS SEAL GASKET CORP.
PS-X POSITIVE SEAL, WITH
TWO STAINLESS STEAL CLAMPS
6t- UNDISTURBED GROUND
CAST IRON METER BOX ANGLE METER STOP
(SUPPORT BOTTOM W/BRICKS) WITH LOCK WING
(MUELLER H 14258)
TAIL PIECE
V"
FIRE HYDRANT. PLWER NOZZLE TO BE
f- PERPENDICULAR TO STREET
STEEL OR MOOD POST
MAX. 6.0' SPACING
WIRE FENCE
FILTER FABRIC -
EXXON GTFIOIS OR
EQUAL SECURED TO
MIRE
FILL WITH EARTH
.r.
I
.Z
SILT FENCE SECTION
N.T.S.
FEMALE IPS THREADED
OUTLET WITH PLUG
LAND DISTURBANCE LIMIT
WATER METER AWWA C-700 1
SERVICE SADDLE BRICK SENSUS SDR II ALL BRONZE.
(FORD S 70) SUPPORT IN GALLONS
SILT FENCE. TYP.-
SEE
SERVICE LINE SHEETETAIL THIS
�RI
CORPORTATION STOP 1rH --�
( MAUELLER H 15008) RINV IN
t N N 15.3
36' MINIMUM COVER EXCEPT UNDER DITCHES. INV OUT 15.2
SET METER AND BOX Two FT. BEYOND RIGHT-OF-WAY OR 3 FT. (ADJUST RIM AS NECES
BEHIND TOP OF DITCH BANK, WHICHEVER IS GREATER. EX. 8" jjnR 74
EX. 6'
METER SET DETAIL WATER LINE/
f
N.T.S. I+
STONE CONSTRUCTI
NIF ENTRANCE. SEE DETAIL
MURPH Y USA
1
( WAL MART SUPER CENTER)
2' SQUARE OPERATION NUT
OPEN LEFT (COUNTER CLOCKWISE)
D HYDRANT TEE
L6' GATE VALVE
DUC- LUG
PRECAST 6' THICK.CIRCULAR
CONCRETE COLLAR/PAD
(3000 PSI)
VALVE BOX
CHARLOTTE UTL-274
NOTE:
IF VALVE BOX EXTENSION IS
REQUIRED. USE CHARLOTTE
UTL 281.
NEW GATE VALVE
NO'T:
S- ' O LC'rAL CMWITIONS
PFE EMT CONFIGLrRATION
SHCK4. ALL JOINTS SHALL
BE KESTRAINED.
15 W x 27'L x 24'D-
4 ` SCH-40 PVC --
ENLARGED WATER
SYSTEM LAYOUT
N. T. S.
-FEMALE
ADAPTER
45' WYE 1�8
" /FT. MIN• SLOPE
BLDG. SIDE
CAPPE SCH-40 PVC
END OF LINE
iR MAINTAIN 3' OF COVER FOR PVC OR USE DIP.
SEWER SERVICE STUBOUT
N.T.S.
STONE CONSTRUCTION -
ENTRANCE. SEE DETAIL
54, EXISTING EDGE
OF PAVEMENT
k
Z p- C + 1
�_ %�4 CRUSH b RUN (6" CABC )
r�_
24'--1
STONE CONSTRUCTION ENTRANCE
N•T.S-
WETLANDS PRESERVATION
AREA # 1
SILT
FENCING AROUND
ALL DROP INLETS
SPACE 6' O.C.
CINSTALL
L ACF
MCKINLEY
TYPE KGM 24x24
ACK SEDIMENT
FRAME
AND GRATE. OR6'
Q.C.
APPROVED
EQUAL
SEE
PLAN FOR j
>
IPE
DIMENSIONSI
I
�
}
I
I
>!
SCALE: 1" = NTS'
CD
CONSTRUCTION SEQUENCE
s
T/
1.
REMOVE AND/OR RELOCATE EXISTING OBSTRUCTIONS.
2.
INSTALL STONE CONSTRUCTION ENTRANCE(S).
/
3._
INSTALL SILT FENCING AT SPECIFIED LOCATIONS.
4.
CLEAR AND GRUB ENTIRE TRACT AREA FOR CONSTRUCTION.
5.
EXCAVATE. ROUGH GRADE, AND SEED STORMaWATER DETENTION BASIN.
6.
ROUGH GRADE DRIVE AND PARKING AREA AND BEGIN PREPARATION OF
BUILDING SITE.
7.
SEED AND MULCH ALL AREAS OF DISTURBANCE NOT TO BE PAVED
WITHIN 14 I}AYS OF LAND DISTURBANCE.
8,
INSTALL DROP INLETS AND STORM DRAINAGE PIPING WITHIN PARKING
AND DRIVE AREA WITH SEDIMENTATION CONTROL MEASURES AS SHOWN
UN DETAIL.
9.
INSTALL UTILITY SERVICES.
10.
FINE GRACE DRIVE AND PARKING AREA AND PLACE STONE BASE COURSE.
11.
CONSTRUCT BUILDING(S).
12.
PAVE DRIVE AND PARKING AREA.
13.
PERFORM FINAL GRADING. SEED AND MULCH ALL REMAINING DISTURBED
AREAS.
14.
REMOVE ACCUMULATED SEDIMENT FROM STORMWATER DETENTION
BASIN AND PERFORM FINAL GRADING OF BASIN.
i
15. INSTALL WET DETENTION BASIN VEGETATION AS SPECIFIED.
1
7
I
I
,
'
1
'
SEEDING SCHEDULE
1
r
SEED BED PREPARATION
r
1
LIME - - - ------------------------ 2 TONS/AC.
10-10-20 - - 1.000 LBS./AC
r
SILT FENCE.
TYP.
1
,
��
0-20-0---- 500 LBS./AC (AFTER SEEDING)
I
ASPHALT TACK----- ---200 GAL./TON OF MULCH
'
SEEDING MIXTURE
(FEBRUARY 1 -APRIL 30)
TALL FESCUE----------- 50 L85./AC
PENSACOLA BAHIAGRASS ----10 LBS./AC
KOREAN OR KOBE LESPEDEZA (SCARIFIED) 0 LBS./AC
( MAY 1 -AUGUST 31 )
TALL FESCUE--------------------- 50 LBS. /AC
IF
KOREAN OR KOBE LESPEDEZA(SCARIFIEDI-50 LBS./AC
`
I
tl
��-•
BRO'MNTOP MILLET--- ---- 25 LBS./AC
k
�-#`
- -�
_ i+r
f
i` 1
k
(SEPTEMBER I - JANUARY 31 )
6'
i;
-
-
-
` �_
TALL FESCUE ------ --- 60 LBS./AC
jENGTHAp
KIDTH = 6
32•68
1~ `-
KOREAN OR KOBE LESPEDEZA (UNSCARIFIED)-- 60 LBS./AC
THICKNESS =
1.5
-
�_ -�
RYE (GRAIN)-------- 25 LBS./AC
FOR SLOPES 2:1 OR STEEPER ADD 30 LBS./AC SERICEA LESPEDEZA
LANDSCAPING MIXTURE
r>�r
rx
j
r !
��
`.� F
'
�! r
(JANUARY 1 - MARCH 31)
✓.. J-`�
:'-y ,'tom �`
';. �=";t_
COMMON BERMUDAGRASS (UNHULLED)----20 LBS. /AC
e
``
'
(APRIL 1 - JUL Y 31 1
INV Q;T 15. 6
t
! !
COMMON BERMUDAGRASS 4 HULLED )---------12 LBS. /AC
0. TYP
HYBRID BERMUDAGRASS SPRIGS MAY BE USED.
`'.
49.2LF a"DIP
'
rl``
•' r
' i
0
SEWER SERVIC
,
4
_
\�
}
/ y
RESULTANT THRUST AT FITTING AT 150 rM .S.1. WATER ESSURE
TYPES OF TW"T BLOCKING
O - O
0 0 A
�; BEARING LAM} -
, SOILIMUCK IL8.tS0 FT.) Oi _
' �X T' j ! SOFT CLAY T.DL�O
-1 �. e / 5 1. 3.000 -.
1 ,� TLkiT i,,:r, - :►.i = - - f �. - - f SANDY SILT S. _ ..
n�ep
$AHOY CLAY 6.000
NAKD CLAY 9.000
r 1. THRU LINE CONNECTION. TEE
1 1 i ALL BENDS. TEES. AND CROSSINGS SHALL HAVE THRUST BLOCKING.
_ 1 ! SILT FENCE. TYP. ` TO DETERMINE THE SIZE OF A CONCRETE THRUST BLOCK, DIVIDE THE TOTAL FORCE BY 2. THRU LINE CONNECTION. CROSS USED AS TEE.
,'.•` j - ' THE BEARING VALUES OF THE SOIL. THE OUOTIENT WILL BE THE SIZE OF THE BEARING 3• DIRECTION CHARGE. ELBOW
M 1 SEE DETAIL THIS ++ N/F AREA OF THE THRUST BLOCK 1N SQUARE FEET. APPROXIMATE VALUES FOR VARIOUS 4. CHANGE LINE SIZE. REDUCER
M SHEET TY°ES OF SOIL ARE LISTED IN TABLE. S. DIRECTION CHANGE. TEE USED AS ELBOW
GL'IMCHER PROPERTIES, LPCONCRETE THRUST BLOCKING SHALL BEAR ON UNDISTURBED SOIL ONLY. CONCRETE 6. DIRECTION CHANGE. CROSS USED A5 ELBOW
�rl PSI.
7. DIRECTION CHANGE
I(CYPRESS BAY PSHALL NOT CONTACT BOLTS OR ENDS OF MECHANICAL JOINT FITTINGS, CONCRETE
LAZA) SHALL BE 30
I 00
THRUST BLOCKING DETAIL FOR WATER MAINS
MH3 1 + TPu. �r - -=��- ram . it. T.S.
-RIM -20--34- , i LEE J `� �- >> E t r.+.• y- f � I ���� I �_ ���-
6
INV OUT 16.7 1 1 T JJp 649 PA,:E
;5 '+ 1• k 1 r
_ '- A = 1 � !• F -ter 1 ,' � � �� `_/ i } i_ 1' � 'ii' � 1
LA-1- - r j r-�_- �_ `1� r' i REVISIONS:
_ r r Ma BY GATE DESCRIPrK*
I GYT 7/19/Qf MHC i SW COM/1rENT,
_
1 EX<'''vi•
LD
EROSION ,& SEDIMENTATION CONTROL/UTILITY PLAN
I� ; �� ' �• ' � `--:!mil
- - -- N.C. HWY. 24 PROPERTY
LOT 3 COMMERCIAL DEVELOPMENT PROJECT
ILb+rE s Mf7REHEAD CITY, CARTERET COUNTY. NORTH CARf]L INA
Id
-
I
CLIENT: SOUTHSTAR HOLDINGS ES I GNED
.,,..y----,4 F.., Tolcry ►1A\IAf`rtir\f7 dn,+
N 0 0. 4%- - r 1 y� ! ; 'il r ` ` }L P
4' PYC SEwE R
` SERVICE STU3GUT
�. RIM 20.27 1 r
LeLV 1w -15 -66.
Y' INV 5 15-66
INV OUT 15-56 ;t�. ( F .'� /JXCA M ' }- ►
rn
T - r\ •\. \ f f Y
1 !`
LAND D I S TQRSANCE LIMIT d
SILT FENCE. T 1 I `� '• I� Z/
f.y-
7pnft ,Alxalns
ACWAUL
rpf t:
act
E+o
gyp•
mac►
45.
drAl"
ZI fed-
AF4V
11 mr-
A1410
'--my
Y.ow
'. rm
I. too
lilo
6 '
S. 6.7D
M, Gldt?
I, JA9
?. .w
1. lap
S l
!. "W
1J. AW
7, +Gv
Jr. 6m
I. #7
10`
f4'sm
Av. SaG
lf.,m
S.7m
I."
It `
Xf. SclT
If . ow
15. 7Ud
M. a1 w
I. Lk v
jy-ow
rf.,QO
71'aw
S.*ako
fir
}_r. ?m
90, 4M
17. 3A7
1* alb
7.1w"
tM'
II-
6J, 4W
14, *,V
f7'SOIo
0.04v
?D'
SS' Ow
7-, -Aw
A?' I m
r,, sw
/0. &V
1M.sw
flf."
60'ow
,17."
fS.41w
J+D `
I.W. AM
IV. 6Qd
M."
4,7, lap
rJ• &V
-W `
171. MLIO
r7i. Ilry
fat. Jtm
f7, 3W
3J :!W
47
f7M.&V
lf.OW
".1'IR9
4d
JO/. L1R7
130. AJ!?
jjj i
11/' &V
54'
Jed' foo
54-TIJ 9
lhoflo 17
f4s."
7S.3M10
1011 Soil of "'I PZ H C,� qOf
.''.
50 25 0 50 100 N.C. HWY. 24
f 100' R/w = yt : 7 EAL r
SCALE:- 1" = 50' ! i0.
4foffenf+
0
4
r
V
4
.

- I
I
LECENO
- AC ACRES
CO CLEAN OUT
D8 DEED B0OK
.
DIP DUCTILE IRON PIPE
EL- ELEVATION
EOP EDGE OF PAVEMENT
EX- EXISTING
FE FINISHED ELEVATION
GV GATE VALVE
INV INVERT
- - LF LINEAR FEET
McFtiNLEY TYPE KGI�1 24x24
AND GRATE, OR
MB MAP BOOKFRAME
APPROVED EQUAL
MOL MINIk4JM BUILDING LINE
MH MANHOLE
PAVEMENT
N/F NOW OR FORMERLY
O.C. ON CENTER
OHE OVERHEAD ELECTRIC
PBO PERMANENT BL0W OFF
-
PP POWER POLE
PVC POLYVINYL C%LORIDE
Ln
RCP REINFORCED CONCRETE PIPE
30 l+fIN
r - R/W RIGHT OF WAY
_
t r 5F SQUARE FEET
F TSW TOP OF SIDEWALK
-'
POR
SEE LAN
r TTAV TYPICAL
r TYP. TAPPIt11G TEE d VALVE i�
tr I f PIPE SIZES
� MIY WATER VALVE
f - 18'-- EX. ELEVATION CONTOUR
I
F--18'-- PROPOSED ELEVATION CONTOUR
�-
- _ SILT FENCE f
j
i POND ACCESSMENT EASEMENT
NIF
SOUTHSTAR HOLDING, LLC
DROP INLET
-=
WETLANDS PRESERI
ATION
SCALE: NTS
------(STAPLES)
AREA # 1
PIPE INV.
EL. = 15.5
_ -
STORM
❑RAINAGE
DATA
CHART
ELEVATIONS
GRATE
INV IN
INV OUT
DI
#1
21.40
N/A
17.84
Of
ft2
20.00
N/A
17.74
DI
#3
19.94
W 17.40
17.40
5 17.40
DI
#4
20.10
16.94
16.94
DI
15
20.10
16.64
16.64
DI
#6
20.10
16.34
16-34
DI
#7
2-0.31
16.16
16.16
DI
#8
19.20
16.23
16.23
DI
#9
19.83
W 16.47
16.47
5 16.47
DI
#10
19.90
16.81
16-81
DI
#11
19.90
N/A
17.i1
Of
#12
-18.75
16.64
16.64
DI
#13
20.56
17.31
17.31
DI
#14
21.75
17-80
IT-80
JB
st
'
STORM DRAINAGE PIPING
FROM
TO
DESCRIPTION
DI
#1
DI #3
126.30
LF
15` RCP
0
0.357E
DI
#2
DI #3
97.04
LF
12" RCP
a
0.35%
01
#3
DI $94
131.77
LF
15" RCP
a
0.357E
Of
44
DI #5
100-00
LF
18" RCP
a
0.30;G
01
$6
OI X6
100.00
LF
18" RCP
0
0.307E
QI
#6
DI #7
58-52
LF
18" RCP
0
0.30%
DI
#1
JIi *1
47.60
LF
18" RCP
0
0.30%
JB
#1
Di #8
68.25
LF
18" RCP
a
0.30%
DI
#8
DI ts9
80.00
LF
18" RCP
a
0.30%
DI
#9
DI 010
114.63
LF
18" RCP
a
0.30%
01
#10
DI *11
100.00
LF
18" RCP
a
0.30%
Of
#9
Of *12
48.88
LF
15" RCP
a
0.357E
01
012
DI SM3
192.00
LF
15" RCP
a
0.35%
DI
013
DI *x14
140.00
LF
15" RCP
9
0.35%
JB
Stl
POND
12.00
LF
24" RCP
a
0.207E
SHEET #3 OF 4
PROJECT #: PM 1053-3
DESIGN FILE st: 1053-* 1053-3* lot3.dgn
EX. EDGE OF F
-PAVEMENT
FE la-0
4FI-ELD VERIFY) `" r
PROPOSED 300 RCP
F 9 '- 4i. 13 CULVERT, BY OTHERS
4 2 I EX. 30" RCP i q' '` ` A
NOTE: POND SHALL BE PUMPED DRY t ' `� - E > ~
BY A PORTABLE PUMP FOR MAINTENANCE -
AND EMERGENCY ACCESS TO POND�'- oLP ~~�- # �_
WET DETENTION POND it.
c i P
SEE SHEET =,7E0117-
32.68 SEED PERIMETER OF IMEF ' - 44
DETENTION POND, SEE
SEEDING SCHEDULE ON } y,�yZ
THIS SHEET 3 y`.'
Iin
_ LO I- ��1_ j _ F
F IFS `t 7 t ,
I. 4 .202+4 :3- ` f
(Y%
N/F
_ - htf_IRPNY USA x'
o
(WALMART SUPER CENTER) - - -
a 3
cv
Ix I' 1 0. 0 20 15
E
ti
�FF 21.0 1 `, Z�
,:
rMr I
N I I- y t r"
NO WETLANDS EXIST ON SITE.
NOTE: ALL ROOF DRAINS MUST BE DIRECTED TO
THE PERMITTED COLLECTION SYSTEM
0 20`
O. F
- ! e�iI � _ � '• �` � = x _ y1. ST�'Gifni-T�`,i t -` \ ` C �t '+�.' / r/i-
CONSTRUCT SWALE AT 0.94% ALONG F !r- I c-:ly t y
SHOULDER OF ACCESS ROAD TO DIVERT 2 FE
f .15 !
RUNOFF TO DROP INLETS AS SHOWN I j 20 45�h o
NIF
, GL IMCHER PROPERTIES, LP
-r -� !(CYPRESS BAY PLAZA)
-4
F 2 r _I'. !""' 1 `:. �r-- ��s -- r 4-
�5� E s`E}jL;fdr~ F
. t
12 34
TsfM .20, 79 fir �i; -* 11;t'1'i
E - M
%0.4 5
k Q i
r f
1. ", I _ r- j j EX IS 1N6 ( E�.i�'Fty�
V F f - -� ti 2 2 '30 � r Q • - L z�`"�
22,
75
FE
I { I I r i; j' t .� } A
OWE FQE
I `cIGN Y.
22 0:
f F -t
`�,��tEH�Hly fh
�• � GARO�
50 25 0 50 100 N. C. HWY. 24 ��°;Q� "4%*
• . a C04 1
- - - 100' R/W 13343 s
SCALE: 1 " = 5 0 r � oy'•"�;.�r�
REVISIONS:
9
t
f

0.
24 " RCP
POND DESIGN ';SUMMARY
PERMANENT POOL ELEVATION = 16.0
PERMANENT POOL SURFACE AREA = 596T SF
STORAGE POOL ELEVATION = 17.1
STORAGE POOL SURFACE AREA = 8260 SF
i
STORAGE VOLUME = 7825 CF
FOREBAY DEPTH = 3 Fy'
FOREBAY VOLUME = 339) CF
I
MAIN BASIN DEPTH° = 5.5 FT
MAIN BASIN VOLUME = 12078 CF
TOTAL BASIN VOLUME = 1�5470 CF @ PERM. POOL
(ACTUAL CONSTRUCTION)I
Ir
AND SEDIMENT PLANT NATIVE CATTAILS AND OTHER
BE CLEANED OUT AQUATIC VEGETATION AROUND PERIMETER
NENT GRADE AT ON SHELF AND AT THIS BERM LOCATION.
ON OF CONSTRUCTION. (1' BELOW PERMANENT POOL)
'1 STORAGE POOL EL .= 1T.1
.r---------------_-__---------- TAX�AAr Iy_-Ts----------- �A
EL. 13.4
•� EL. 10.5
VARIES 4'
E
POND x--SECTION
N.T.S.
16.50 6.6CL VAP,IES
4.15
S89° 21 58 "W
TOTAL B A S T N.
TRASH SCREEN
t
REMOVABLE ALUM. GRATING
Q
@ PERMANENT POOL
EL.
McNICHOLS GAL - 100A OR
TOP ELEV. 19.1
53•
NT1 • 08
LENGTH (�
15.59
EQUIVALENT WITH 1 " x f.,
"x
,%
.'
3-3-RADIUS
��
�-/
10.00
!
BRG- BAR, STADARD MESH 4
15'i5r1
------------------------------
---
CHORD LENGTH
14.00
:
CHORD DIRECTION
S44042'53"W
,��
q
A(?,---
LENGTH
15.83
17.1------4YERiFlP-W-EEYL-lLW---------------------------------------
----- ----------
- --F
`- -------------' i ____ ----
.11.66
r'
33�w
RADIUS
10.00
1.25" PVC ORIFIC
1�--`'�-
c
z
CHORD LENGTH
14.23
PERMANENT PGCL Et. 16.0
INV.QUT 15.0
0
CHORD DIRECTION
S45'17'07"E
16.0-------------------------------- -------
---------------------------
-
-- !„_=_----r,.__T
��--_--------------------------
--
MAIN BASIN
�nCD
LENGTH
15.71
INV.ELEV. 16.0
RADIUS
10.00
15.0--_______-----------------------------
----____-
---- ----------------
0
ct
- FOREBAY w
ry
_
CHORD LENGTH
14. 14
12 "SUBMERGENCE
_ - `'
e a
rs
CHORD DIRECTION
N44021'58"E
SCREENED INTAKE
0
`°
1q.(}-------------------
------_--------------------'
-�"
BOTTOM ELEV. 14.5
LENGTH
12.33
� `
6,
4,-a"
6
2
(�
�=-i
RADIUS
CHORD LENGTH -
10.00
1 1
STAKE INTO SIDE SLOPE
64.7Z
3
=
CHORD DIRECTION
.57
N35'57'48"W
13.4------------------
,-'`-~
-------------'`- -
WITH GALVANIZED RODS
CLASS B RIPRAP
ti$9°21'58"E
S89`21'5$f'MI -
f
-
,-
.
SECTION A -A
=
APRON LENGTH 6'
LENGTH
10.13
.-'F
`
RADIUS �
30.00
12'� -----_ _________�__-''
`
-
APRON WIDTH = 6'
CHORD LENGTH
10.08
r'J
APRON THICKNESS = 1.5'
CHORD DIRECTION
N80057'48"W
--T zr 4 G7 4
:ten r. 1 05 3
-2�4-1�-i�1 �'7.�=jam
11.or-------_�
10.5
OVERFLOW DEVICE
SCALE: 1" = 2'
20 10 0 20 40
SCALE-0 1 " = 20`
�N��rrr
eQT H
CAA?
-rrES0
SE4
rvpAC
*
_- V INV.OUT 15.0
REVISIONS-
%-L-t,-2.1 B R I PRAP *a } gy DATE E
APRON LENGTH = 6'
APRON WIDTH = 6' -
APRON THICKNESS = 1.5'
-
' _' �� - - - ---' ..- -..�..-,.i->• 1.3 s�_�ir.s :� . -�- !-- � __ if•. ley !-. ,� , � � _ - _ - -- � - �-.. -- - _--_-- _ _-- -.. _-- -�- --
'- - _- ram-- �--- •.�--_. .�F._,....-_ __f.__._ {�. f• •_ 1 _1._. _t. r
i'