SW8080110_APPROVED PLANS_20080111

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO
SW8 O'S O \ \ U
DOC TYPE
❑ CURRENT PERMIT
L� APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2,008 o\\\
YYYYMMDD

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PIER 1 IMPORTS
BUILDING
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FgSFMF
CURVE DATA
CHORD DIRECTION = S71°34'05"E
RADIUS
= 62.00'
LENGTH 1Q
= 15.19'
CHORD
= 15.15'
CHORD DIRECTION
= S71034'05"E
RRADIUS
AV
= 40aOO'
LENGTH 2Q
= 9.80,
CHORD
= 9.77'
SHEET 1 OF 6
PROJECT NO. PM 1750
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E= 35.2301 /
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9
INDEX OF DRAWINGS
SHEET 1 OF 6 — SITE PLAN
SHEET 2 OF 6 — GRADING PLAN
SHEET 3 OF 6 — EROSION CONTROL PLAN
SHEET 4 OF 6 — POND DETAILS
SHEET 5 OF 6 — UTILITY PLAN
SHEET 6 OF 6 — LANDSCAPING PLAN
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ACCENUILE
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RESERVED
% PARKING
N= 962.9948 I/ ( R7-8a
E= 99.650 ' r
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HANDICAPPED SIGN DETAIL
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SITE DATA
TOTAL TRACT AREA ---------------- 55,944 SF
(1.28 AC)
ZONING CLASSIFICATION-------- -;-- CH
AREA OF STORE 9.049.75 SF
PARKING REQUIREMENTS:
2 SPACES PER 200 SF OF FLOOR SPACE
REQUIRED PARKING----------------41 SPACES
PARKING PROVIDED ------------- ---43 SPACES
BUILDING SETBACKS:
FRONT (SOUTH )---------------- 25.0'
REAR (NORTH) ------------ -- 0.0'
FRONT (EAST) ------------- ---25.0'
READ (WEST) ---------------- 0.0'
,,p•�q•apq••
P.N'CAR�
r,
MOREHEAD CITY
CARTERET COUNTY, NC
r1C NwY 24
VICINITY SKETCH
( NOT TO SCALE )
5'-0"
''4 /�
SLOPE 11�z' S9.5A
ASPHALT
'P N
If
THICKENED
SIDEWALK �g
6" CABC STONE
51IDEWALKfPAVEM€NT DETAIl
NTS
LA
PLAN VIEW
N.T.S.
FRONT ELEVATION
N.T.S.
VARIES
z v4"!T
SECT
S.ION A -A
N.T.
HANDICAPPED RAMP DETAILS
APPROVED
WORTH CAROLWA ENVIRONMENTAL
MANAGEMENT COMMISSION JAN o S 7,(1@E
DIVISION OF WATER QUALITY BY: '
REFERANCE NOTE:
BOUNDARY INFORMATION AND EXISTING RE`
FEASTURE TAKEN FROM COMPUTER FILE Na
PROVIDED BY W.D. DANIELS JR. PLS 2673
MAP PREPARED FOR 971 ASSOCIATES LLC
DATED MAY 10, 2007
TOPOGRAPHICAL INFORMATION TAKEN FROM
SURVEY PERFORMED BY STROUD ENGINEERING P.A.
SITE PLAN
C.'Ti4
I r9CPE�#Lm ENTERPRISES, LLC
HIGHWAY 70 - MOREHEAD CITY
MOREHEAD TOWNSHIP, CARTERET COUNTY, NORTH CAROLINA
CLIENT: DESIGNED:
MOREHEAD ENTERPRISES LLC MLM
ADDRESS: P.O. BOX 3320 DRAWN:
NEW BERN NC 28534 AJC
PHONE: [phone] CHECKED:
RDC
S STROUD ENGINEERING, P.A. APPROVED:
151A HIGHWAY 24 RDC
v MOREHEAD CITY, N.C. 2ir557 DATE:
7-7479 1/7/08
a�cQe 7 — SCALE
R NA D. CULL HER P.

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SHEET 2 OF 6
PROJECT NO. PM 1750
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PIER 1 IMPORTS
BUILDING A
JUNCTION BOX ! I
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GRATE 13.5
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! GRATE 14.75
INVERT 13.29
O DROP
INLET T/
INLET D BE
REMOVED
IN4 "wlvtRwi ,
REMDVEO /
E AS SH t
M0 RCP IPE /
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RING AND COVERGLE
DROP INLET DETAIL
N.T.S.
8
McKINLEY TYPE KGM 24 X 24
MANHOLE FRAME S GRATE
FOR APPROVED EQUAL)
5'-2-
SECTION A -A
RCP
2AND 4'XGRATEFRAME
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7.25
LEGEND
CB
= CATCH BASIN
DI
= DROP INLET
ELEV.
= ELEVATION
EX.
= EXISTING
FE
= FINISH ELEVATION;';
FF
= FINISH FLOOR
FH
= FIRE HYDRANT
INV
= INVERT
PVI
= POINT OF VERTICAL INTERSECTION
TC
= TOP OF CURB
TSW = TOP OF SIDEWALK
-1T-- = EXISTING CONTOURS
-ti- = PROPOSED CONTOURS
tt.50 ►I
JUNCTION BOX SECTION VIEW
SCALE: 1" = 2'
0
JUNCTION BOX PLAN VIEW
SCALE: In = 2'
I
REVISIONS:
SLAB
NO WETLANDS EXIST ON SITE
GRADING AND STORMWATER MANAGEMENT PLAN
MOREHEAD ENITERPRISES, LLC
HIGHWAY 70 - MOREHEAD CITY
MOREHEAD TOWNSHIP. CARTERET COUNTY, NORTH CAROLINA
CLIENT: DESIGNED:
MOREHEAD ENTERPRISES LLC tv
ADDRESS: P.O. BOX 3320 DRAWN:
NEW BERN NC 28534
F2,•pFSs�o+y'�9 PHONE: 252-63T-5576 CHECKED:
9• F
* �¢ t rs*� STR®UD ENGINEERING, P.A. APPROVED:
9' ���� 151A HIGHWAY 24 F
MOREHEAD CITY, N.C. 28557 DATE:
>pDD ........ 7-7479 1 /7
7� - SCALE
R NALD D. CULL HER P.E. I lit

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�) LAND DISTURBANCE
/ N LIMITS 1.593 ACRES
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SILT FENCE
STONE —
CONSTRUCTION
\ENTRANCE.
SEE DETAIL
LAND DISTURBANCE
LIMITS 1.593 ACRES
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IV V V 20
PROJECT NO. PM 1750 SCALt 1`
IP RAP
11
STONE '
CONSTRUCTION
ENTRANCE.
SEE DETAIL
U
T FENCE.
DETAIL
I/
II
II
II
II
RAP
FILTER
COMPACT
NTS
)STING EDGE OF PAVEMENT
CRUSH & RUN (6" CABC)
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h
10' MAX. WITH WIRE
i' MAX WITHOUT WIRE
-12 GAUGE WIRE. MINIMUM
FILTER FABRIC —
SILT FENCE DETAIL
NT
NOTES:
1. USE WIRE A MINIMUM O� 32" IN WIDTH. AND A MINIMUM OF
6 LINE WIRES WITH 12" STAY SPACING.
2. USE FILTER FABRIC A MINIMUM OF 36" IN WIDTH AND FASTEN
ADEQUATELY TO THE WIRES.
3. PROVIDE 5' STEEL POST OF THE SELF -FASTENER ANGLE STEEL TYPE.
4. USE 6" POST WITH 3" DIAMETER.
DROP INLET PROTECTION DETAIL
N.T.S.
SEEDING SCHEDULE
LIME --- --- --------- 2 TONS/AC.
10-10-20--- ---------------------- 1.000 LBS./AC
0-20-0--------------------- 500 LBS./AC (AFTER SEEDING)
ASPHALT TACK -------------------- 20D GAL./TON OF MULCH
SEEDING MIXTURE
(FEBRUARY 1 -APRIL 3D)
TALL FESCUE----------- 50 LBS. /AC
PENSACOLA BAHIAGRASS---10 LBS./AC
KOREAN OR KOBE LESPEDEZA (SCARIFIED)--50 LBS./AC
(MAY 1 -AUGUST 31)
TALL FESCUE------------------- 50 LBS./AC
KOREAN OR KOBE LESPEOEZA(SCARIFIED) ---- 50 LBS./AC
BROWNTOP MILLET-------------- 25 LBS./AC
(SEPTEMBER I - JANUARY 31)
TALL FESCUE------------------- 60 LBS./AC
KOREAN OR KOBE LESPEDEZA (UNSCARIFIED)-- 60 LBS./AC
RYE (GRAIN) --------------- 25 LBS./AC
FOR SLOPES 2.1 OR STEEPER ADD 30 LBS./AC SERICEA LESPEDEZA
LANDSCAPING MIXTURE
(JANUARY 1 - MARCH 311
COMMON BERMUDAGRASS (UNHULLED)----- 20 LBS./AC
(APRIL 1 - JULY 31)
COMMON BERMUDAGRASS (HULLED) -------- 12 LBS./AC
WETLAND SPECIES (PLANTED AROUND POND PERIMETER ON SHELF)
ARROWHEAD (SAGGITARIA LATIFOLIA)
BUTTONBUSH (CEPHALANTHUS OCCIDENTALIS)
BROOMSEDGE (ANDROPOGON VIRGINIANUS)
CATTAIL (TYPHA SPP.)
LIZARD'S TAIL (SAURURUS CERNUUS)
CONSTRUCTION SEQUENCE
1. DEMOLISH EXISTING BUILDING AND PARKING AREA
2. CLEAR AND GRUB REMAINING SITE
3. INSTALL STONE CONSTRUCTION ENTRANCE.
4. INSTALL SILT FENCING WHERE SPECIFIED ON PLANS WITHIN
AREA OF CONSTRUCTION.
5. CONSTRUCT STORMWATER POND AND OVERFLOW DEVICE
AND SEED; UTILIZE AS SEDIMENT STORAGE, INSTALL OUTLET
STRUCTURE
6. ROUGH GRADE SITE. SEED ALL AREAS THAT ARE BROUGHT TO FINAL GRADE.
7. INSTALL UTILITIES.
8. BEGIN BUILDING CONSTRUCTION
9. INSTALL CURB AND GUTTER AND PLACE CABC.
10. PAVE PARKING LOT.
11. PERFORM FINAL SEEDING AND MULCHING.
SILT FENCE
ALL INLETS
TORAGE AREA
WHEN SEDIMENT
DEPTH
NOTES:
1. GRADING CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ALL
LAND DISTURBING ACTIVITIES TO ENSURE COMPLIANCE WITH THE
APPROVED EROSION AND SEDIMENTATION CONTROL PLAN.
THE CONTRACTOR SHALL OBTAIN A COPY OF THE PERMIT ISSUED BY
THE N.C. DIVISION OF LAND RESOURCES -LAND QUALITY SECTION ALONG
WITH WRITTEN NARRATIVE FROM THE OWNER OR ENGINEER AND BE
THOROUGHLY FAMILIAR WITH THE REQUIREMENTS. THE CONTRACTOR
SHALL INSPECT ALL EROSION CONTROL DEVICES AFTER RAIN EVENTS
AND REMOVE ACCUMULATED SEDIMENT. REGRADE AND RESEED
ERODED AREAS. MAINTAIN RIP RAP ENERGY DISSIPATORS. AND CLEAR
ANY DEBRIS LEAVING THE SITE ON NEIGHBORING ROADS ASSOCIATED
WITH THE PROJECT.
2. MAXIMUM EXTENT OF LAND DISTURBANCE AREA LIMIT = 1.593 ACRES
3. INSTALL ADDITIONAL SILT FENCING AS NECESSARY IN AREAS GRADED
TO PREVENT SEDIMENT ENTERING WETLANDS OR MOVING OFFSITE.
4. PERSON RESPONSIBLE FOR LAND DISTURBING ACTIVITY.
MOREHEAD ENTERPRISES LLC
P.O. BOX 3320
NEW BERN NC 28534
252-63T-55T6
5. ANY FILL MATERIAL BROUGHT TO THE SITE MUST BE OBTAINED
FROM A PROPERLY LICENSED AND PERMITTED BORROW SITE.
REVISIONS=
Na� DESCRIPTM
EROSION CONTROL PLAN
MOREHEAD ENTERPRISES, LLC
HIGHWAY 70 - MOREHEAD CITY
MOREHEAD TOWNSHIP. CARTERET COUNTY. NORTH CAROLINA
CLIENT: DESIGNED:
MOREHEAD ENTERPRISES LLC MLM
ADDRESS: P.O, BOX 3320 DOAINA(•
eeaeeeeehe+ NEW BERN NC 28534 .. <"... AJC
.•°°°O��H'E'!RpKe PHONE: [phone] CHECKED:
` 9�,$ RDC
STROUD ENGINEERING, P.A. APPROVED:
3 1t 151A hlwrinA'ugFT
Rnr
elG ' ^ MOREHEAD CITY. N-C. 28557 DATE:
41
4��+94Q •.D.'C`.'-`\Q`a°a° c.v yr a.it r.• t'ib 1 f Tfi7E
Am IOs- CSCALE:
RnNAT.D D_t TTT.. PTiRR R- Iv —

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ELEV 11.90
ELEV 10.90
TOP OF BULK
SHEET 4 OF 6
PROJECT NO. PM 1750
STORMWATER POND PLAN VIEW
SCALE: 1" = 10'
STORMWATER POND SECTION;A-A
SCALE: 1" = 10'
A
t
1
WET DETENTION POND DESIGN DATA
DRAINAGE AREA = 55,944 SF
IMPERVIOUS AREA (ACTUAL) = 32,391 SF
POND DESIGN SUMMARY
PERMANENT POOL ELEVATION
= 10.40'
PERMANENT POOL SURFACE AREA
= 3,800 SF
PERMANENT POOL VOLUME
= 14,338 CF
STORAGE POOL ELEVATION
= 10.81,
STORAGE POOL SURFACE AREA
= 4,974 CF
REO'D STORAGE VOLUME
= 2.667 CF
PROPOSED STORAGE VOLUME
= 2,667 CF
FOREBAY DEPTH = 3.5'
FOREBAY VOLUME = 3.022
CF
MAIN BASIN DEPTH = 5.5'
MAIN BASIN VOLUME = 14,338
CF
TOTAL BASIN VOLUME = 1T.359
CF @ PERM. POOL
(ACTUAL CONSTRUCTION BELOW
PERM. POOL)
OVERFLOW BOX PLAN VIEW
SCALE: 1" = 2'
OVERFLOW BOX SECTION VIEW
SCALE: 1" = 2' REVISIONS:
aarn o
POND DETAILS
MOREHEAD EINTERPRBES, I ! C%
HIGHWAY 70 - MOREHEAD CITY
MOREHEAD TOWNSHIP, CARTERET COUNTY, NORTH CAROLINA
CLIENT: DESIGNED:
MOREHEAD ENTERPRISES LLC MLM
ADDRESS: P.O. BOX 3320 DRAWN:
,`���pnnugrrrf NEW BERN NC 28534 AJC
OOFLC'='�,31 PHONE: [phone] CHECKED: RDC
* ¢ �= L ? A STR©UD ENGINEERING, P.A. APPROVED:
zol 1` '3 . ` 151A HIGHWAY 24 RDC
:Oy R` .. ..tti MOREHEAD CITY, N.C. 28557 DATE:
r4y4(a:.`. ,•`��j,�. 2) 7479 1 /7/08
YYYt— SCALE:
R NALD D. CULL HER _