SW8031115_APPROVED PLANS_20040824

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

14 I__ i 1; s W ,C_i_.i4
c� w tNI;LUSUKt U
a> z a DETAILS. WHEEL
RECONFIGURED �' - z { ~ STOPS
PARKING FIELD
4" MOUNTABLE Q�
CONCRETE ISLAN cc>,
ECKEFID
SAW CUT EXISTING PAVEMENT 12
IN ORDER TO FACILITATE
THE INSTALLATION OF THE 13,813 S.F.
PROPOSED PAVEMENT {TYP}. 68 PARKING PROVIDED
• ;i
69 PARKING REQUIRED
f1.62 ARCES
( 12 SPACES) c
-
--._.. 15
L K ",V
AN
u� 1
L
— THRU
__. _. C DRIVE
SIDEWALK TO BE-"Z
- FLUSH WITH
Z PAVEMENT
Q-,,-. r - _.. - - - -- - -_ - _ ELEMENT
"` 24"ELEMENT
?' 4
i VAN ACCESSIBLE
12
I' URB ISLANDFEO Ii
WHEELDIRCTION L"•t
i' STOPS ELEMENT �SIGN�y.o
4X a—
z
� j
FE
24" ST�7
I
41.00
24" STOP
BAR
h �
{ C
S � !
DRIVE TO HOTEL
z ! BAK
[i
I 4'
-- - .
24" STOP BAR
ENTER
4
O'R
SAW CUT EXISTING PAVEMENT 3 R 0 NOT 3' f'
.1 �
4 R — --- — -- -- --
__.. IN ORDER TO FACILITATE r
- THE INSTALLATION OF THE LA
ND5CAPE'
_ ,-- .''LANDSCAPE
PROPOS EMENT TYP „ f-
{ }. w� ISLAND 4
ISLAND-
�i
4'R' ,
4R
- - 15PSDE �-
10 00 g 9 r,
ILL;
4
200' ATLANTIC & EAST CAROLINA RAILROAD RIGH OF -WAY ±219 _ LED
Q PYLON
SI GN
25' BUILDING SETBACK _ _ _ _ _ _ 25' FRONT SETBACK _ _ _ _ _ _ _ __ _ 150' TURN L,
�O
44 R N ,
fit`
- - - - 30 R � - - 175.28' - - - - -
- —
� sr 245.38' 1'R r21110
N 7q#Qj':3Z"tj
19.17 gutter „ 78'57'070W � aq Lot No. 3 of they PROPOSED TRAFF1
15.7 invert 12 d + a . G George S. Riggs _ OTHERS
REALIGNED INTERSECTION PRO SED TRAFFIC L
BY OTHERS.
_ GIyAL C1'
x
Y` 7
" REALIGNED INTERSECTION
BY OTHERS.
- Arendell Street ATLANTIC & EAST CAROLINA RAILROAD
_-_-----.-------------------....__._._.._._._._._ __ __.___._._---_--..._._____._ .__.____-.__.__.___._.-.. .._.... _.-----.-- --- ----_-
—•- — — +7
.,
EXISTING RAILROAD TRACKS I 3`
RELOCATED LEFT TURN+-
_._ LANE —sY—...OTHERS - — � �i', / C)
_
C — -- —.
r Z
::.L.. r:�::Jst}7�,�ar� Ic�r�e j
t� Ir
II , , {r
S 18'691�59"E j
BQ.�Vb'
! i
FA
co
BRI0f
i
Morehead
Plaza
Shopping uI'
Center
15
()o
ITC' N
ans I 1 St
BOGUE SOUND
VICIlMY MAP N.T.S.
CONCRETE PAVEMENT
ITEM 710 6" PORTLAND CEMENT CONCRETE PAVEMENT (4000 PSI)
WELDED WIRE MESH 6 X 6 W2,9 X W2.9
ITEM 520 6" GRADED AGGREGATE BASE
LIGHT DUTY PAVEMENT
ITEM 635 1" TYPE 1-1 ASPHALTIC CONCRETE SURFACE COURSE
ITEM 635 2" TYPE H ASPHALTIC CONCRETE
ITEM 520 6" GRADED AGGREGATE BASE
HEAVY DUTY PAVEMENT
ITEM 535 1" TYPE 1-1 ASPHALTIC CONCRETE SURFACE COURSE
I ITEM 535 2" TYPE H ASPHALTIC CONCRETE
ITEM 520 8" GRADED AGGREGATE BASE
0 10 20 40 80
SCALE: 1 "= 20
GENERAL NOTES
1, THIS PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITH
MOREHEAD CITY, NC , THE CURRENT NORTH CAROLINA DEPARTMENT OF
TRANSPORTATION STANDARD SPECIFICATIONS FOR ROADS AND
STRUCTURES, AND O.S,H.A. STANDARDS.
2, BOUNDARY AND PHYSICAL INFORMATION TAKEN FROM SURVEYING PLANS PREPARED BY
W.D. DANIELS, P.A. DATED 5/9/03
3. PROPERTY IS LOCATED AT ARENDELL STREET AND 29TH STREET MOREHEAD CITY,
NORTH CAROLINA,
4, IT IS THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL PERMITS
PRIOR TO CONSTRUCTION,
5, BUIL4iING DIMENSIONS SHOWN ON THIS PLAN ARE "LEASE" DIMENSIONS.
FOR ,ACTUAL DIMENSIONS, SEE ARCHITECTURAL PLANS,
6. THIS PROPERTY LIES WITHIN ZONE "C" ACCORDING TO FEMA MAP COMMUNITY
PANEL NUMBER 370048-0004-8 MAP. ZONE "C" IS NOT A FLOOD HAZARD
AREA,
7, ALL PROPOSED LAND USES SHALL COMPLY WITH THE MOREHEAD CITY
TABLE OF PERMITTED USES.
8. APPROVAL OF SITE PLAN DOES NOT CONSTITUTE APPROVAL OF SIGNS.
A SEPARATE SIGN PERMIT IS REQUIRED.
9. ALL PAVEMENT STRIPING SHALL BE MADE IN ACCORDANCE WITH THE
STAN
DARDS 0F THE MANUAL OF UNIFORM TRAFFIC CONTROL M T CD
10. THIS SITE IS CURRENTLY ZONED C—S.
SITE ANALYSIS
ECKERD
13,813 S.F.
PARKING
REQUIRED (1 SP/250 SF)
69 SPACES
PARKING
PROVIDED
69 SPACES
PARKING
RATIO
4,60/MSF
HANDICAP PARKING REQUIRED
3 SPACES
HANDICAP PARKING PROVIDED
3 SPACES
ECKERD
LAND AREA
1.62 ACRES
BEFORE YOU DIG.....
North Carolina One -Call Center, Inc.
Call 48 Hours Before You Dig!
1.800.632.4949
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PROJECT.
i .
113OR
29 TH STREET
ARENDELL STREET
CARTERET COUNTY
MOREHEAD CITY, NC
{ FOR:
2904 ARENDELL
QQ LLC
200 PROVIDENCE ROAD
CHARLOTTE, NC 28207
[phone]
REVISIONS
1 -1 6 4-MA 5. PER
CITY COMMENTS.
2-2 04 04-MADE REVS, PER
\ 3CITYOCOMMENTSE REVS. PER
I
0 A- 5 21 /04-MADE REVS, PER
DWG. NAME site
DRAWN BY JEC
DATE.: 10/31 /03
SCALE: 1 "=20'
SITE
PLAN
C*l
'l i S � Ir � f, � �1 i #. ,• ; ; ' , ; 5 5' k I. f i,' r r' ..r ; • 1 i ��� � '1 ,
q�
a

( | !
!
cu. SEE THIS SHEET
CURB INLET #2
RIM=23.80
/ ! � |NV|N=22.40 /10" RD\
|NVOUT=20.20
�CDOJ. STD | N.C.D.O.T. .
._~ /m��/ -. -- ff .' 84U.02
_umm
/ �� ` {
. / R|M=2385
�
/ |�OUT��O.5O
/ N.C.D.O.T. STD.
/
840.02
/
/
/
( 15 �PACE� l /
/
22.24
24.50
/
/
/ 13 SP�CE5 )
/
\
\
\
�
|
� T.O.S.
26.1047
i
' ' |
[A��l|N� 4LL[Y
\
`
`
\
\
` 174 LFUF 12~ HOPE
AT 0% SLOPE WITH A
20
' VV|0E INFILTRATION
orx� BED. SEE THIS SHEET
| '
� C.O.
� !2 SPACE� \ / �
(24.15
F OF 8^ PVC AT 2.O� SLOPE � -
� T.O.S.....�. \
0. |.E.=23.5026.1
--` \
yJ.C.D.[).T. 840.03
FRAME & GRATE
' 4' x 6^PRECAST BOX
HDpE OUTLET TO
INFILTRATION AREA
6d INV. = 20.50
~-
/ ~
| J5 (10^RC)
|NY.OUT=20.20
m,{-,D.OI STD.
840,02
ROAD CONSTRUCTION BY
OTHERS. CONTRACTOR TO
COORDINATE GRADES AND
8`
��7 97 LF OF 12" HOPE
6" CLASS I STONE
COMPACT SUBGRADE
/
A: PAINT (GRATE AND HOOD)
SECTIO
CURB U��� �� ������ STRUCTURE ���� ���
������ UU��� U �»�� �������� � U ����� U ���� �� 1.
NON -WOVEN GEOTEXTILE FILTER
6.0' FABRIC LAPPED ON TOP
3.5' z.
12" PERFORATED P,E, PIPE
'
ELEV"-�#57 WASHED STONE
5.
' INFILTRATION TRENCH NO^1 0.
NTS
7
12- RCP
FOR BYPASS
INV. = 20'20
Z
-
cm
ST
,BRIDGES
Morehead
:3
Plaza
A 7'
Shopping W
0
Center
_QvansStBOGUE SOUND
NOTES:
GRADING �UU��� � U��� � U �~~�~�.
~��� ", ~��~ .. ���" . ��"� n ��.�=
THE UT.L|T|ES AND THE LOCATIONS THEREOF, SHOWN ON THE DRAWING, REPRESENT THE
DESIGNERS UNDERSTANDING OF EXISTING UTILITIES IN THE CONSTRUCTION AREA. THE
CONTRACTOR SHALL VERIFY THE L0C*T|Om, DEPTH AND EXISTENCE OF ALL UTIL0ES
(ELECTRICAL, MECHANICAL, WATER, TELEPHONE, GAS ETC] WITHIN THE CONSTRUCTION AREA
WITH THE OWNER AND/OR THE APPROPRIATE UTILITY COMPANY PRIOR TO BEGINNING ANY
EXCAVATION. THE OM|55|0M OF, OR THE INCLUSION OF UTILITY LOCATIONS ON PLANS IS NOT
TO BE CONSIDERED AS THE NONEXISTENCE OF, OR A DEFINITE LOCATION OF EXISTING
UNDERGROUND UTILITIES. ANY DAMAGE TO EXISTING UTILITIES SHALL BE REPAIRED AT THE
CONTRACTOR'S EXPENSE. CONTACT m0R7* CmROL|wx ONE CALL CENTER INC. 1-800-0,32-4949
ALL LANDSCAPE AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO THEIR
ORIGINAL CONDITION AT THE CONTRACTOR'S EXPENSE.
APPROVAL OF THIS PLAN IS NOT AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN
FIELD CONDITIONS WARRANT OFF -SITE GRADING, CONTRACTOR MUST HAVE WRITTEN
PERMISSION FROM THE OWNER(S) BEFORE PROCEEDING.
ALL CONSTRUCTION AND CONSTRUCTION MATERIALS WITHIN NCDOT RIGHT-OF-WAY SHALL
CONFORM TO THEIR STANDARD SPECIFICATIONS.
THE CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR THE LOCATION AND DIMENSIONS
OF BUILDINGS AND SURROUNDING AREAS.
USE WYES' BENDS, TEES, ETC. AS NECESSARY FOR ALL DRAINAGE PIPES DRAINING ROOF
LEAQER3, DOWN SPOUTS, ETC,
CONTRACTOR TO SUBMIT ALL SITE CONSTRUCTION SHOP DRAWINGS TO ENGINEER FOR
APPROVAL. ANY SUBSTITUTIONS DR REVISIONS TO MATERIALS OR CONSTRUCTION SHALL BE
APPROVED FIRST BY ENGINEERING PRIOR TO CONSTRUCTION.
CURB^'^�' ''
"' '"`' =`�"''°��= M°.""�L-) w. �.c °"c I nc wV°�,.=V Q. ° wcv.o."".�°L c"w..cc�
PRIOR TO REMOVING. CONTRACTOR MUST NOTIFY OWNER OR OWNER REPRESENTATIVE IN
'`^~-^�'~PRIORCASE
UNSUITABLE MATERIAL IS UNCOVERED,
n Cuu / STD.Q.
ANY EXCESS SOIL TO BE WASTED ON SITE IN AREAS DESIGNATED BY OWNER OR OWNER'S
(840.02
REPRESENTATIVE. SOIL SHALL BE WASTED AS MUCH ALLOWED TO ENSURE STABILIZED SLOPES.
2" RCP
/ HOPE
1O. CONTRACTOR TO CDOD|NAT[ WITH GEDTECHN|CAL ENGINEER WITH ANY SUBSURFACE DRAINAGE
�- - -� �-
SLOPE WITH ASYSTEMS
RIP RAP OUTFALL PROTECTION
SYSTEMS TO BE INSTALLED. IF INITIAL SOILS REPORT RECOMMENDED SUBSURFACE DRAINAGE
��� -'
�~ WIDE INFILTRATION
AREA CONNECTIONS SHALL BE �LD
BE INSTALLED UNDER FOOTINGS AND 8U|L0FIELD
COORDINATED.
BED. SEE THIS SHEET
WASHED STONE.--
11.4LL "STD." NUMBERS REFER TO THE NCO0T RVADw/*~ STANDARD DRAWINGS MANUAL,
CURB IINLET 4A
INVAN=21.35 (8"
DR)
VEGETATED FILTER DETAIL
12' STABILIZATION IS THE BEST FORM OF EROSION CONTROL. TEMPORARY SEEDING Is NECESSARY
TO ACHIEVE EROSION CONTROL ON LARGE DENUDED AREAS AND ESPECIALLY WHEN
/
SPECIFICALLY REQUIRED AS PART OF THE CONSTRUCTION SEQUENCE SHOWN ON PLAN,
~~--�
1I ALL GRADED SLOPES MUST BE SEEDED AND MULCHED w|T*|w 15 WORKING DAYS OR 90
--- ---
CALENDAR DAYS WHICHEVER IS GREATER.
ou LF
GEOTEXTILE FILTER
14' TOTAL DISTURBED AREA =1.27 ACRES.
AT U
'
F�GR|C LAPPED �N OP
15. SOIL TYPE IS m/uB WANDO URBAN LAND COMPLEX,
"E"
18. THERE WILL BE NO ON SITE AND/OR OFF SITE WASTE BURIAL AREAS FOR THIS SITE.
|
17^THERE WILL BE NO BORROW SITES FOR THIS PROJECT.
\
1& ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY
`
��^
g5^
A REPRESENTATIVE OF THE NORTH CAROL|NA DEPARTMENT OF ENVIRONMENT AND
�{U8
\
'
1�^
'
'
NATURAL RESOURCES LAND QUALITY SECTION,
57 LF OF 12' CATCH BASIN #7 CURB INLET #5
RCP 0 1.07 46 LF OF 12" 0 ; �"' I . /I 11�
FLARED END SECTION #7A
BED. SEE THIS SHEET 840.02
W/RlP RAP OUTFALL PROTECTION
SEE THIS SHEET
EX. CURB INLET #9
=rend 11 Street
----------- ----------
'12*
PERFORATED
/9. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1.
P.E. PIPE
WITH
3/8" DIA. HOLES
20. Top ELEVATIONS ARE TO THE TOP OF GRATE FOR DROP INLETS AND THE TOP Or RIM
FOR MANHOLES AND CATCH BASINS.
21. ALL PROPOSED UTILITIES ARE SHOWN ON THE UTILITY PL4N,
22. EXISTING DRAINAGE STRUCTURES TO BE INSPECTED AND REPAIRED AS NEEDED AND EXISTING
INFILTRATION TRENCH NO.2
L OU 0 ALL SILT AND DEBRIS.
NTS
NON -WOVEN GE,)TE)(TILE FILTER
FABRIC LAPPED ON TOP
12* PERFORATED P.E. LATERAL
p'E. p/pE
WITH 3/8" Dm^ HOLES
WITH 3/8- DN. HOLES
PROPOSED EXISTING
{14
AL-#57
WASHED STONE
CONTOURS
INFILTRATION TRENCH NO.2
O 10 20 40 OO
SCALE: 1"=20
SPOT ELEVATIONS
W955.64
STORM SEWER
DROP INLET
D.1,
STORM DRAINAGE
MANHOLE
SDMH
YARD INLET
Y.I.
CATCH BASIN
C.B.
A���1�� ��RU D|/�^^^^^
BEFORE �
North Carolina One -Call Center, Inc.
Call 48 Hours Before You Dig!
1-800-632-4949
01
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F.F.E.- 26,60
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71L_ A 2
LIMITS OF CONSTRUCTION (TYP)
A3
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to 0
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===1 10 c===== C=== C=====
TEMP. SILT FENCE STORM
INLET SEDIMENT TRAP (TYP)
T
'SILT FENCE
WTPdRAVEL FILTE
BERM (TYP).
48.00'
F1, pjr� ,Iloilo,
nailp,
.71
W A;
F.
Vii
WZ,;11- 0
1._V, li'v 4if", W
7
CONTRACTOR SHALL LEAVE TEMP
SILT FENCE'- UNTIL READY -TO Ii9TALL
PA�MEJNT (tYP).
19,4 t
A.
I _17 n, v r, otj E
V!
7
4_5
2 5.3 810
g in, N 9*01'37"W
t.", 7�1
of 19.17 gutter -
N 78-5777N3 they � A� clo� Lot o. of e 2o
15.7 invert (12 dic, George S. Riggs"
----------
EX. 12" -0iATER LrNL
W w
C
FX, '12" VCP SANPARY Sr,,FJ-
Arf&iide_H'__-street
----------- --- ----- -------
Ill l
II i
........... .......... . . . . . . . . . . . .
0
C�
(0
1 10,01,
N 79'3: 0 0 '0 0.0 N 7 9�2
fl
to i 04
F
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Vi
STRUCTURAL PRACTICES
CODE
PRACTICE
DESCRFnON
SYMBOW
L
A crushed stone pad
lq,coted at the construction
CONSTRUCTION
exit to provide a place for
EXIT
removing mud from tires
thereby protecting public
streets.
A barrier In prevent sediment
from leaving the construction
SEDIMENT
site. It may be sandbags, boles
BARRIER
of strew or hay, gravel or a
sediment fence. The barriers
(rndlcqto type)
are usually temporary and in-
expensive.
An impounding area created
SEDIMENT TRAP,
N
by excavating around a storm
drain inlet, The excavated ore*
TEMPORARY
will be filled and staOized on
completion of construction
OUTLET
STABILIZATION
Rip Rap placed
at outlet pipe
STRUCTURETEMP,
me
EXC,
Temporary Slit Fence Storm
DR I
®
Inlet Sediment Trap to be
PROTECTION
place at all inlets.
SEDIMENT TRAP,
TEMPORARY
j
Temporary
cry fabric barrier placed
I I I
..a drop inlet.
TEMP. FABRIC
GRAVEL INLET
A sediment control border
PROTECTION
I.tarmerd
around a storm drain
inlet b the use of standard
concrete block and gravel
DISTURBED AREA
STABILIZATION
(WITH
M
Establishing temporary protection
for disturbed areas where seedings.
MULCHING
ONLY)
may nal have a sultable growing
season to produce an erosion
retarding cover,
DISTURBED AREA
STABILIZATION
(WITH
E
Establishing a temporary
vegetative cover with fast
TEMPORARY
growing seedings on
SEEDING)
dsturbed areas.
ESDISTURBED
ARE
STABILIZATION
"TH
❑
Establishing permanent
vegetative Lover such as
ERMANENT
trees, shrubs, vines, sod,
grasses or legumes on
SEEDING)
disturbed areas.
TEMPORARY
DIVERSION
Construct temporary
DITCH
TD
ditch to direct runoff
to sediment basin
BOGUS SOUND
VICINITY M" N.T.S.
CONSTRUCTION SEQUENCE:
1 - OBTAIN GRADING/EROSION CONTROL PLAN APPROVAL AND PERMITS,
2. CONTRACTOR TO COORDINATE ALL UTILITY RELOCATION WITH THE ASSOCIATED
UTILITY COMPANY PRIOR TO ACTUAL DEMOLITION.
3, INSTALL TEMP, CONSTRUCTION ENTRANCE, TEMP. SILT FENCE wl GRAVEL
FILTER BERM AND TEMP, SILT FENCE CLEARING ONLY AS NECESSARY TO
INSTALL THESE DEVICES.
4. COMPLETE THE DEMOLITION PHASE AS PER THE DEMOLITION PLAN,
5. BEGIN CLEARING AND GRUBBING OPERATIONS.
6. GRADE 51TE AS PER THE GRADING PLAN
7, BEGIN BUILDING PAD CONSTRUCTION.
8, INSTALL PROPOSED STORM DRAINAGE SYSTEM.
9. INSTALL TEMP, INLET PROTECTION IMMEDIATELY AFTER THE CONSTRUCTION
OF EACH INLET.
10. INSTALL ALL PROPOSED UNDERGROUND UTILITIES.
11. FINE GRADE SITE.
12. COMPLETE SITE CONSTRUCTION AND STABILIZE SITE.
13. MAINTAIN EROSION CONTROL DEVICES AS NEEDED.
14. STABILIZE SITE AS AREAS ARE BROUGHT TO FINISH GRADE.
15, REMOVE TEMPORARY EROSION CONTROL DEVICES AFTER AREA IS STABILIZED.
16. REQUEST PRE -PENAL FOR " PUNCH LIST ITEMS".
17. REQUEST FINAL INSPECTION.
EROSION CONTROL NOTES:
I THIS SHEET IS FOR EROSION CONTROL LAYOUT ONLY, REFER TO OTHER SHEETS
FOR GRADING & UTILITY PLANS,
2. CONTRACTOR IS TO ADHERE TO MOREHEAD CITY EROSION AND SEDIMENT
CONTROL REGULATIONS AND THE NCDENR "MANUAL FOR EROSION & SEDIMENT CONTROL
NORTH CAROLINA", LATEST EDITION,
3. SEDIMENT AND EROSION CONTROL FACILITIES. STORM DRAINAGE FACILITIES AND
DETENTION BASINS SHALL BE INSTALLED PRIOR TO ANY OTHER CONSTRUCTION.
4, ALL GRADED AREAS SHALL BE STABILIZED IMMEDIATELY WITH A TEMPORARY
FAST-GROWING COVER AND/OR MULCH.
5, CONTRACTOR SHALL BE RESPONSIBLE DURING CONSTRUCTION FOR THE
CONTINUOUS MAINTENANCE OF SEDIMENT AND EROSION CONTROL MEASURES AS CALLED
FOR ON THE DRAWINGS AND IN THE SPECIFICATIONS,
15, SEDIMENT AND EROSION CONTROL MEASURES SHALL NOT BE REMOVED UNTIL ALL
CONSTRUCTION IS COMPLETE AND UNTIL A PERMANENT GROUND COVER HAS BEEN
ESTABLISHED.
7, ALL OPEN DRAINAGE SWALES SHALL BE GRASSED AND RIP -RAP SHALL BE
PLACED AS REQUIRED TO CONTROL EROSION
8. SILT FENCES SHALL BE LOCATED ON SITE TO PREVENT SEDIMENT AND EROSION
FROM LEAVING PROPERTY LIMITS,
9. GEOTECHNICAL ENGINEER SHALL CERTIFY THAT ALL FILL AREAS ARE TO A
MINIMUM 95
10. ADDITIONAL fFW§%SRWOL DEVICES SHALL BE USED AS REQUIRED.
11. SILT FENCE SHALL BE CLEANED OR REPLACED WHEN SILT BUILDS UP TO WITHIN
ONE FOOT OF TOP OF SILT FENCE AS NECESSARY.
12. MAXIMUM EMBANKMENT SLOPES TO BE AS FOLLOWS:
CUT AREAS - 2 1
FILL AREAS - 2 1.
13. ALL DISTURBED AREAS TO BE GRASSED AS SOON AS CONSTRUCTION PERMITS.
14. ALL DRAINAGE STRUCTURES ARE TO BE INSTALLED PER N.C, D.O.T. STANDARDS
AND SPECIFICATIONS,
15, EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL TIMES. ADDITIONAL
EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED IF DEEMED
NECESSARY BY ON -SITE INSPECTION,
115, CONTRACTOR IS TO MAINTAIN ALL EROSION CONTROLS THROUGHOUT
CONSTRUCTION AND ALL DEVICES TO BE CLEANED OUT BEFORE HALF FULL.
17, EROSION AND SEDIMENT CONTROL DEVICES MUST BE INSTALLED AND INSPECTED
PRIOR TO ANY WORK ON -SITE.
18, APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES.
WHEN FIELD CONDITIONS WARRANT OFFSITE GRADING, CONTRACTOR MUST HAVE
WRITTEN PERMISSION FROM THE OWNER BEFORE PROCEEDING,
0 10 20 40 80
SCALE: 1"=20
BEFORE YOU DIG.....
North Carolina One -Call Center, Inc.
Call 48 Hours Before You Dig!
1-800-632.4949
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PROJECT:
-=m FLMOL 9-1
11 3OR
29TH STREET
ARENDELL STREET
CARTERET COUNTY
MOREHEAD CITY, NC
FOR:
2904 ARENDELL
0 LLC
200 PROVIDENCE ROAD
CHARLOTTE, NC 28207
[phone]
REVISIONS
7-2/04/04-MADE RM, PER
STATE COMMENTS.
__" R/_�OWE�NTS_­ 3\ OWNER E R
DWG. NAME site
DRAWN BY JEC
DATE. 10/31/03
SCALE: 1"=20'
EROSION CONTROL
PLAN
C.4
A

v
THIS DESIGN DOCUMENT ORIGINALLY ISSUED AND SEALED
BY MICHAEL D. NEWMAN, P.E., 028274, ON OCT.31 2003
MOREHEAD CITY
CARTERET COUNTY, N,C.
x
Z';
cm
Ism
r
LJ
Morehead
Plaza
Slopping N
Center i
�. pns I 1 St
�BOGUE SOUND
VII aff MAP N.T.S.
29 TH STREET AND ARENDELL STREET
MOREHEAD CITY, NORTH CAROLINA
CARTERET COUNTY
ANTICIPATED ACTIVITY SCHEDULE
ACTIVITY/MONTH
OCT.
NOV.
DEG.
JAN,
FEB.
MAR.
1
INSTALL EROSION
CONTROL AND
TREE PR TE iiON
2
CLEARING AND
GRADING
3
STORM DRAIN
INSTALLATION
4
SANITARY SEWER
INSTALLATION
5
GRASS
(TEMP,) (PERM,
S
UTILITY
INSTALLATION
7
MAINTAIN EROSION
CONTROL
8
BLDG. CONST.
AND PAVING
9
FINAL
LANDSCAPING
10
CLEAN UP
NOTE: THE INSTALLATION OF EROSION CONTROL MEASURES
AND TREE PROTECTION DEVICES SHALL OCCUR PRIOR
TO OR CONCURRENT WITH LAND DISTURBING ACTIVITIES,
EROSION CONTROL MEASURES WILL BE MAINTAINED AT
ALL TIMES. ADDITIONAL EROSION AND SEDIMENTATION
CONTROL MEASURES WILL BE INSTALLED IF DEEMED
NECESSARY BY ON SITE INSPECTION.
PM ENGINEERING
INCORPORATED
4601 CHARLOTTE PARK DRIVE, SUITE 160
CHARLOTTE, NORTH CAROLINA 28217
[phone] FAX [phone]
CONTACT: MR. M I CH AEL D. NEWMAN, P.E.
DEVELOPER
STORE NO. 1130R
WATER & SEWER
MOREHEAD CITY WATER
AND SEWER DEPARTMENT
ROBIN GOLLEHON
706 ARENDELL STREET
MOREHEAD CITY, NC 28557
[phone], EXT,22
ELECTRIC
CPNL
1800-452-2777
TELEPHONE
SPRINT ENGINEERING
MITCH AVERITTE
1875 N. 20TH STREET
MOREHEAD CITY, NC 28557
[phone]
MOREHEAD CITY PLANNING
& ENGINEERING DEPARTMENT
JOYCE VELTMAN
706 ARENDELL STREET
MOREHEAD CITY, NC 28557
[phone], EXT.19
NORTH CAROLINA DEPARTMENT
OF TRANSPORTATIO1
HIGHWAY DIVISION
GORDIE EURE
209 S. GLENBURNIE RD.
NEWBERN, NC 28560
[phone]
NORTH CAROLINA DEPARTMENT
OF NATURAL RESOURCES
WATER QUALITY SECTION— LINDA LEWIS
LAND QUALITY SECTION -- CAROL N , MILLER
127 N. CARDINAL DRIVE
WILMINGTON, NC 28405-3845
[phone]
INDEX OF DRAWINGS
Sol
coo
Col
C92
C93
Ce4
C95
C*6
C97
.....EXISTING SURVEY
....DEMOLITION PLAN
......SITE PLAN
.......GRADING PLAN
........UTILITY PLAN
........EROSION CONTROL PLAN
a 0 .. DETAILS
DETAILS
0 a * . DETAILS
RECEIVED
MAR OB 2004
C98 ........ UTILITY DETAILS
Lli!.1 ......L)I�!IkN DSCAPE PLAN
LA*2 ...... LANDSCAPE DETAILS oRM
(CONTRACTOR IS RESPONSIBLE FOR DESIGN AND INSTALLATION OF IRRIGATION SYSTEM. IRRIGATION PLAN
SHALL CONFORM TO ECKERD GUIDE PLANS. PLAN SHALL BE SUBMITTED FOR APPROVAL BY ECKERD
CONSTRUCTION MANAGER AND INSERTED INTO THIS SET)
2904 ARENDELL, LLC
200 PROVIDENCE ROAD
' - �•� SEA l
CHARLOTTE, NC 282072----
"y'$Z D. N
'rl��
CONTACT:' MR. BLAN TON H AM I LTON
JOB NO:
APPROV10,4p,-�
WORTH CAROUNA ENVIRONMEl�a°TAL
MANAGEMENT COMMISSION
DIVISION OF WATER QUALITY
14 - 4 A `% Z(ac)4
?'.i :r:+ f..1.It 14 111- IIiit:±'

S'f _ , � J � _if'_', .� : i ''tF. . , 1. .',11 : ? • .. .. - - 1 - . r ! •. : � .. ... : r � i L_.�.r.�� r��.]�-i�� :j1t' i . - �:.� 1 .i i
PROPERTY DESCRIPTION
NOTES: This property ties within the zoning jurisdiction Of Morehead +Nc. ZONING: CH" =Commercial Highway District
Being located in Morehead City, Carteret County, North Carolina and being
M
The portions of the property north of and adjacent to Aron1lb 1 Street is zoned
"CH" and the remaining portion of the property is zoned 'Cs".
Setbacks- Front w 25% no side or rear setbacks required if not abutting o
bounded on the north by Bridges Street Calvin G. Wellons, and Hammer & Nails
d
The "maximum height" for buildings restriction in the above referenced zoned areas
residential district.
Height Limits: tag' maximum
Inc.; On the west by Four Sisters, Limited and Lucy P. Sheppard; on the south and
a,
The property is served by water and sewer. ��+ "Cs" - Commercial Shopping Center District
east by BPO Elks Lodge No. 1710, Myrtle Logue Heirs, Dwight ht E. Fulcher, and 0. 0.
d
The property is served by underground electric and telephone, not located.
setbacks: Front = 50'. no side or rear setbacks required if not abutting a
Fulcher Heirs, and on the east by 28th Street and being more fully described as
p +
+ Overhead utility lines are as shown hereon.
*j
residential district.
Height Limits: 100' maximum
,p
follows:
Elevations are based on National Geodetic vertical Datum (NGVO).
Topographic contour interval = 1', BUILDING
H1
HEIGHT (above surface of)
14.8' asphalt
TREE TYPE DBH
T1 OAK is"
Beginning at an existing railroad spike in the north R/W of Arendell Street,
mph
The spot elevations shown hereon are surface elevations; gutter, asphalt, or natural ground.
H2
"C' H3
29.0' sidewalk
32.8'
T2 OAK 24°
T3 OAK 24'
, n
said spike being the southwest corner of Lot 3 of the GEORGE S. RIGGS"
This property lies within Zone according to FEMA map, Community Panel Number
'C" H4
sidewglk
27.8' sidewalk
T4 OAK 18'
C
Subdivision as recorded in Map Book 2, Page 12 of the Carteret County
370048-0004-8. mop revised 10/18/33, mop Index reviled 11/06/98, zone
H5
24.9' sidewalk
T1 OAK 24"
A
Registry; Thence from said point of beginning and with the north R/W of
is not a flood hazard area.
sidewalk
STR�
t to iron Thence
7to7ans Las
�
AREA; Tract I - aCroe +/Y H7
Tract li - acres +/-
14.4'
FT
Nre1 109 7 E,ell
• / n 1 • 1 i
120 23 existing nail an the asphalt; Thence 79 03 37'W,
g p
Z
H8
Total = acres +/- (Area by coordinates) + +
13.fi' sidewalk
38.80' to an existing PK Nail in the asphalt; Thence N 18'40'36"E, 108,77' to
rp&1' + +`�"d
°`
o point mark atop an area light concrete pedestal; Thence N 78'57'51 "W, 89.85'
+ + ��o6ro'�
�iT
Thence N 18'43'04E 32.38' to an existing nail
to an existing nail in the asphalt; g
+
�to6606�0, gyp+
Thence N 78'08'05"W, 12.1 1' to an existing railroad spike in the asphalt; Thence
LEGEND: EIR - (round) existing iron rod `O
Thence N 1 1'21'57"E, 168.28' to an existing tack in a concrete slab; Thence
EIP - (found) existing iron pipe
SIP - (new) set iron pipe
, „ , , „
N 78'54 01 W, 123.05 to an existing iron rod in the asphalt; Thence N 02'20 30 E,
ECM - (found) existing concrete ilroad monument
ERRS = (found) existing railroad spike
734.97' to an existin iron rod buried in the south R W of Bridges Street, Thence
9 (buried) / g ,
EPK = Found existing PK' nail
ESN = found existing steel nail
with the south R/W of Bridges Street S 8536' 10"E, 78.91' to on existing concrete
EN =(found) existing nail
monument (buried) in the south R/W of Bridges Street; Thence S 05'20'40"W, 230.33'
SN& (new) set roil on tine
SN&C � (rt w} sat nail and Cap
to an existing iron pipe in a concrete sidewalk; Thence S 85'42'20"E, 160.29' to an
ET = (founds} existing tack
PT = point found) existing pant mark
existing steel nail in the asphalt; Thence N 05'19'00"E, 80.27' to an existing iron
Sk. property identification
P-g. -book and page reference (Carteret county Registry)
pipe at the base of a power pole; Thence S 85'44'29"E 1 12,54' to an existing iron
NC
NCSR - North Caroling secondary road
• Thence S 82' 19'48"E 70.00' to an existing iron rod in the
rod 1n the asphalt, , g
R/W = right-of-way
C/L = centerline
, „ ,
asphalt; Thence S 77'25 42 E, 74.89 to an existing nail in the asphalt; Thence
SOC'back or curbing
S 72'58'23"E, 61.13' to an existing nail in the asphalt; Thence N 1 1'41'06"E, 150.74'
FEM
off FederalbeginningEmergency Management Agency
POB - -pooint point
OB
to an existing iron pipe in the south R/W of Bridges Street; Thence with the R/W of
-Area Lighting
;0
Bridges Street, S 70'16'47"E, 67.81' to an existing iron rod; Thence continuing with
-o--u-- = power pole and overhead utility lines
'
0
said R/W, S 62`01'50"E, 163.19' to an existing iron rod; Thence continuing with said
- water valve
R/W, S 54' 15"52"E, 464.96' to on existing iron rod at the intersection of the north
- water meter
group of water meters
R/W of Bridges Street and the west R/W of 28th Street; Thence with the R/W of
C�+
= fire hydrant
28th Street, S 10'54'26"W, 631.65' to an existing iron pipe (buried) in the West R/W
rob`
61 - electric transformer
28th Street; Thence N 79'1 1'33"W, 73.49' to on existing iron pipe (buried); Thence
w = underground Utility access
N 07'32'00"E, 129.21' to on existing iron pipe (buried); Thence N 79'20'14"W. 500.95'
existing
curb cut
PINE
to
to an existing iron pipe in concrete; Thence S 10'12'24"W, 175.72' to an existing iron
= edge of pavement
CfR
pipe: Thence N 79'01 37"W, 40,19' to an existing iron pipe; Thence S 1 1'04'53"W, 260.05,
--s -0 - manhole and monitory sewer lines
to an existing railroad spike in the north R/W of Arendell Street, the point of Beginning,
rah,
X Hill- Location of building height measurement
containing 20,06 acres more or less.
(] DI = drop inlet
This description is based on actual surveyed measurements between existing monumentation
I+
K
❑ cat basin
as shown hereon and reflect minimal differences from the recorded deed and mop information
spottch
• elevation
as referenced hereon,
is $'ACES
(13 SPACES)
Mo W
Street a
0
cat o
f <n
s �01 1
c R/W
,r{lI(] A 12
PRELIMINARY PLAT
NOT FOR RECORDATION, SALES, OR CONVEYANCE
Lot nh' a no of th
,ar
e
ARVON AVE��F
�.OMES DRIVE
BOUNDARY REFERENCE: PID - 6376,20.82.0261
PID - 6376,20.82,0464
PID - 6376,20,82.1454
PID - 6376.20.02.2304
PID - $376.20.82.2434
Map, Bk. 1, Pg. 115
Map: Bk. 2, Pg. 12
Sk. 405, Pg. 411
Bk. 405, Pg. 413
Exceptions to Title: 8k. 289, Pg. 206 (plotted hereon)
Bk. 289, Pg. 216 (could not plot)
Bk. 322, Pg. 362 (shown hereon)
Bk. 323, Pg. 13 (CP&L blanket easement)
Bk. 331, Pg. 182 (plotted hereon)
Sk. 337. Pg. 42 (shown hereon)
Bk, 360, Pg. 342 (plotted hereon)
Bk. 370. Pg. 309 (plotted hereon)
Sk, 378, Pg. 253 (CP&L easement platted hereon)
Bk. 387, Pg. 454 (shown hereon)
Sk. 405, Pg. 408 (shown hereon)
Bk, 405, Pg. 413 (shown hereon)
Bk. 405, Pg. 426 (shown hereon)
Sk. 915, Pg. 80 (shown hereon)
CERTIFICATE OF ACCURACY
STATE OF NORTH CAROLINA
COUNTY OF CARTERET
1, W. D. DANIELS JR. certify that this plat was drown by
me from on actual field survey by me; that the ratio of
precision does not exceed an error of closure, as
calculated by latitudes and departures, of 1 / 20000 +
that this plot was prepared in accordance with G. S. 47-30
as amended. Witness my hand and seol this day of
A. D., 20 03
Professional Land Surveyor (L-2673)
I, W. D. DANIELS JR. certify that: (c) this survey
is of on existing parcel of land and does not create a new
road or change an existing street.
Professional Land Surveyor (L-2673)
This is to certify that this map or plat and the survey on which it is based
were made in accordance with the "Minimum Standard Detail Requirements For
ALTA/ACSM Land Title Surveys", jointly established by ALTA, ACSM, and NSPS in
1999, and includes items 1-4, 6-7A, 781, and 8-13 of Table A thereof, Pursuant
to the accuracy standards as adopted by ALTA, NSPS, and ACSM and in effect
on the date of this certification, undersigned further certifies that proper
field procedures, instrumentation, and adequate survey personnel were employed
in order to achieve results comparable to those outlined in the "Minimum
Angle, Distance, and Closure Requirements For Survey Measurements Which Control
Land Boundaries For ALTA/ACSM Land Title Surveys".
Professional Land Surveyor
TOPOGRAPHIC SURVEY FOR
MOREHEAD PLAZA LLC
CIS
Date
Lots 3 - 7 of the "GEORGE S. RIGGS" Subdivision,
portions of Myrtle Logue Heirs property, & portions
of the Dwight E. Fulcher property.
MOREHEAD CITY CARTERET COUNTY, NC
APRIL 05, 2003 SCALE: 1" = 60'
MAY 09, 2003
W. D. DANIELS JR,
P.L.S. ( L-2673 )
P. 0. BOX 163
DAVIS, N-C, 28524
Ph. (252) 72.9-1553 e-mail: [e-mail]
60 0 60 120 180
FILE: ECKrOP01,11wG
GRAPHIC SCALE -- FEET 13030UP.M
--, '-j , 'ti', T i� t• t _�; ; r s r - j
�; i

A a A_,.... .. is-,S 1.' ::.3'-- Li f'..':1' _ 4..O.L . a—`'�`•i°i: �_�__.��:. �..
a
a � l
346 /
-t45
X
III Il ii ( 15 SPACES) —
�
Ill
.II
II IIf II ( 13 SPACES�
)=O �p� f
l I
DUMPSTER PAD
III III _/4)
III III ( 12 SPACES) -
1 �I all I
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- -
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III lil ( 12 SPACES)
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a
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III -I _ _ _moCaNCRETE _
K
� � � � WALKWAY � .- ._
_------ =----
I I P
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11 __j 111 0> 1 I ! I III
IIII!►II I�I� I N One Story � �_ 1I !! #IIIII z co
C6 n
f
Brick .- I I
IILo
I� o l _III 1
III�' I I 0
\` f
I 1
O
1 OO
O
-. A
EXISTING ALLEY
o � °
a
,
CE
Frame
Shed I
516�
Q E
�t
1
_j
24.2'
32.4'
One Story
0
Frame N
1 .0'
0
0
N #
16.4'
___ 24.8' _
rn
c
L 3
0
a
.7' o
One Story ;n
N
Frame 04
L^J
f BEFORE YOU DIG.....
North Carolina One -Call Center, Inc,
Call 48 Hours Before You Dig!
1.800.632.4949
0 10 20 40 80
SCALE: 1 "= 20
rl
I
a
23.27' 5.6' ° I
I IQ) I
I ICI
TI)
0m
I I I
C
0 0 �
�I
_ 56 >I
L—_--
1
C�.
1 � /
G Q '
r V CU
�
SPACES ) © D K 44 �'T E
O
II H 43 T3 0 E 130
©� I 4E pig I i
�0 O g \ a G
F `fv @ �' Q N /
T33 c � t
H
J N ,�
D 0 ' 0 a 1
o �- {I
19,4 rt in l/
19, 7 i rt Xt-
-�-
_-_ / D © S" Sanitary Sewe %
T rN� existing I 2 -� ��
o -- -- - -
curb -cut � v �-___
C B0C 4
existing
existing "�I • I
existin
c�I curb -cut
culbccur-Cu
p V� O
<D
(D
___ �-
------ ----------.---------------�--.----�-_--------____-----�--�w�-�__- _------_----��� - __----
-- _ -----_-___------ ---_- ---- -_ (=`2 westbound
- EX. 12" WATER LINE\, N
W W W --W--W W W W W --- W- W W W W W -- - -- —�! W W-
Arendell Street �I t
0 0)
I ll7 ��f N
0
-----__------ __----�.----__ __--____--------_------
_ fy
> Q)
( 2 eastbound lanes) r - _ - - - _. - -
LLJ
------------- --------------------_...------_--- ----------------------------------_.-_--......-----_-_._.--------__-----I } �//� L-----------
I� � � Il
------------_----__.-- --- 1Sr7W"bb59"E -i r--------- ------
--
1 II I I
I I !f I
50.0'
19.8'
1
15.4'
C
w
a
EXISTING
TREE DATA:
TREE
TYPE
DBH
T 1
OAK
18"
T2
OAK
24"
T3
OAK
24"
T4
OAK
18"
T5
OAK
24"
T6
PINE
30"
T7
CEDAR
6"
T8
CEDAR
7"
T9
HARDWOOD
7"
T10
HARDWOOD
9"
T11
WHITE OAK
20"
T12
OAK
18"
T13
OAK
11"
T14
OAK
13"
T15
HARDWOOD
10"
T16
HARDWOOD
15"
T17
HARDWOOD
6"
T18
6"
T19
5"
T20
HARDWOOD
16"
T21
HARDWOOD
13"
T22
HARDWOOD
19"
T23
HARDWOOD
11'
T24
OAK
42"
T25
HARDWOOD
10"
T26
HARDWOOD
16"
T27
HARDWOOD
7"
T28
HARDWOOD
10"
T29
HARDWOOD
14"
T30
HARDWOOD
14"
T31
OAK
17"
T32
HARDWOOD
17"
T33
OAK
18"
T34
OAK
24"
T35
OAK
22"
T36
OAK
10"
T37
OAK
18"
T38
OAK
18"
T39
OAK
11"
T40
OAK
28"
T41
OAK
20"
T42
OAK
19"
T43
OAK
14"
T44
OAK
12"
T45
OAK
19"
T46
OAK
19"
T47
OAK
22"
P
�,
Cm
U 3
U
Morehead
Plozo
Shopping V)
Center t
Co
.QITG` N
tons �_ J St I
BOGUE SOUND
VICINITY MAP N.T.S.
DEMOLITION NOTES:
1. THE PURPOSE OF THIS PLAN IS FOR DEMOLITION ONLY.
2. ALL NECESSARY PERMITS FOR DEMOLITION SHALL BE OBTAINED BY THE
CONTRACTOR PRIOR TO BEGINNING WORK. CONTRACTOR SHALL PROTECT
ALL ADJACENT LANDS FROM DAMAGE DURING DEMOLITION WORK, ANY
OFF --SITE AREAS DISTURBED SHALL BE RETURNED TO A CONDITION EQUAL
TO OR BETTER THAN THE EXISTING CONDITION.
3. B-VILDINGS DEMOLISHED BUILDING AND APPURTENANCES DESIGNATED
FOR DEMOLITION SHALL NOT BE DISTURBED BY THE CONTRACTOR UNTIL HE
HAS BEEN FURNISHED WITH A NOTICE OF POSSESSION AND APPROVAL TO
PROCEED BY THE OWNER. FOUNDATIONS, FLOORS, FLOOR SLABS AND
BASEMENTS SHALL BE REMOVED TO A MINIMUM OF ONE FOOT BELOW GRADE
OF THE SURROUNDING AREA OR TO A DEPTH REQUIRED TO ACCOMMODATE
PROPOSED STRUCTURES AND UTILITIES.
4, DEMOLITION MATERIALS NOT SUITABLE FOR FILL MATERIAL AS DETERMINED BY
THE GEOTECHNICAL ENGINEER SHALL BE DISPOSED OF OFF -SITE. ALL DEBRIS
SHALL BE HAULED OFF -SITE TO A DISPOSAL AREA APPROVED BY THE STATE
OF NORTH CAROLINA FOR THE HANDLING OF DEMOLITION DEBRIS.
5. TANKS SHALL BE COMPLETELY REMOVED AND BASEMENTS SHALL BE CLEARED
OF ALL DEBRIS, APPLIANCES, WOOD OR METAL PARTITIONS, WOOD FLOORS,ETC.,
SO THAT ONLY MASONRY WALLS AND CONCRETE BASEMENT FLOORS REMAIN,
ALL FLOOR SLABS AND MASONRY WALLS TO REMAIN SHALL BE BROKEN UP
AND USED AS FILL AS DIRECTED BY THE GEOTECHNICAL ENGINEER. THE
CONTRACTOR SHALL COMPLY WITH ALL REGULATIONS APPLICABLE TO THE
REMOVAL AND DISPOSAL OF UNDERGROUND TANKS.
6. ALL MATERIAL EXCEPT THAT BELONGING TO A PUBLIC OR PRIVATE UTILITY
COMPANY SHALL BECOME THE PROPERTY OF THE CONTRACTOR. THE
CONTRACTOR SHALL NOTIFY THE MOREHEAD CITY WHEN WATER
AND ELECTRIC METERS ARE READY FOR REMOVAL AND SHALL BE
RESPONSIBLE FOR DISCONNECTING ALL UTILITIES IN COMPLIANCE WITH
THE MOREHEAD CITY REQUIREMENTS.
7. ALL STRUCTURES NOT LABELED FOR DEMOLITION SHALL BE PROTECTED FROM
DAMAGE DURING ALL PHASES OF CONSTRUCTION. ANY STRUCTURES THAT ARE
TO REMAIN AND THAT ARE DAMAGED SHALL BE REPAIRED BY THE CONTRACTOR
TO A CONDITION EQUAL TO OR BETTER THAN THE EXISTING CONDITION AT NO
ADDITIONAL COST.
8. AS SOON AS DEMOLITION WORK HAS BEEN COMPLETED AND APPROVED BY
THE ENGINEER FILLING SHALL BE PERFORMED AS DESCRIBED IN THE
Gr-OTECHNICAL REPORT,
9. CONSTRUCTION ENTRANCE AND SILT FENCE SHALL BE IN PLACE PRIOR TO
nf:MOLITION OPERATIONS.
10. U UTIES ARE SHOWN FOR THE CONVENIENCE OF THE CONTRACTOR. OWNER &
ENGINEER ARE NOT RESPONSIBLE FOR UTILITY LOCATIONS. CONTRACTOR SHALL CALL
NORTH CAROLINA ONE CALL CENTER 0 1-800-632-4949 72 HOURS PRIOR TO
CONSTRUCTION TO HAVE UTILITIES LOCATED.
11. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY OF DISCREPANCIES BETWEEN THESE
PIANS AND FIELD CONDITIONS,
12• EXISTING UNDER/ABOVE GROUND UTILITY LINE AND APPURTENANCES WHICH EFFECT
PROPOSED WORK SHALL BE RELOCATED BY THE UTILITY COMPANY, CONTRACTOR TO
PAY ALL FEES. CONTRACTOR TO COORDINATE THE RELOCATION OF THESE UTILITIES
WITH THE CLIENT PRIOR TO CONSTRUCTION, IT IS THE CONTRACTOR'S RESPONSIBILITY
TO ENSURE THAT THESE UTILITIES ARE IN THEIR NEW SERVICES AND ARE NOT TO
BE INTERRUPTED DURING THE CONSTRUCTION PHASE. CEASE DEMOLITION AT THE LIMITS
OF CONSTRUCTION.
13. ALL DEMOLITION SHALL COMPLY WITH REPORT OF ASBESTOS SURVEY AND GEOTECHNICAL
REPORT INCLUDED IN THE SPECIFICATION MANUAL,
DEMOLITION LEGEND
AO REMOVE EXISTING BUILDING OR WALLS
REMOVE EXISTING CONCRETE
REMOVE EXISTING ASPHALT PAVEMENT
QD REMOVE EXISTING CURB, GUTTER AND DRIVEWAY
OE REMOVE EXISTING TREES.
QF EXISTING TREE TO BE SAVED AND PROTECTED
G� COORDINATE RELOCATION AND/OR PROTECTION OF
POLES AND POWER LINES WITH CPNL ELECTRIC
COMPANY AND THE NORTH CAROLINA DEPT. OF
TRANSPORTATION.
O REMOVE EXISTING OVERHEAD UTILITY LINE, POLES
AND GUY WIRES,
TI EXISTING LIGHT POLE TO REMAIN,
O COORDINATE RELOCATION, REMOVAL AND/OR PROTECTION
OF LIGHT POLES WITH THE OWNER.
0 EXISTING WATER METER TO REMAIN.
Q REMOVE EXISTING FENCE
iREMOVE EXISTING ISLAND
U REMOVE EXISTING SEWER LATERALS AND PLUG AT R/W
EXISTING WATER LINE AND APPURTENANCES TO BE REMOVED AND PLUG AT R/W,
® EXISTING CONCRETE CURB AND GUTTER TO REMAIN.
Q EXISTING WATER LINE TO REMAIN
EXISTING SEWER LINE TO REMAIN
® EXISTING ISLAND TO REMAIN
UT EXISTING STORM DRAINAGE TO REMAIN.
UU EXISTING UTILITY LINES AND APPURTENANCES TO REMAIN.
O LIMITS OF CONSTRUCTION
OX SAW CUT EXISTING PAVEMENT
O RELOCATE DUMPSTER, DUMPSTER PAD, AND DUMPSTER ENCLOSURE.
COORDINATE WITH OWNER.
0
Z"o
P4 vo
0 a
V 0" Zfll
0�,,
ly 9 .� o
14
Ei �'
.r,
Z0 �. r4
a ` *4 A ir4
rn
Z ON
W a .�
U
PO4
PROJECT:
IF, .
113OR
29TH STREET
ARENDELL STREET
CARTERET COUNTY
MOREHEAD CITY, NC
FOR:
29U4 ARENDELL,
0 LLC
200 PROVIDENCE ROAD
CHARLOTTE,' NC 28207
[phone]
REVISIONS
DWG. NAME ; site
DRAWN BY JEC
DATE. ; 10/31 /03
SCALE: 1 "=20'
DEMOLITION
PLAN
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ti.
i
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t � 28,00
2'R
EXISTING ALLEY
,
mob
III III DIRECTIONAL
{ 15 SPACES } 22'(T)P) SIGN
III II !
' ..
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CONTRACTOR SHALL MATCH
THE PROPOSED CURB AND 15 R a a ��• / 24" STOP
GUTTER WITH THE EXISTING f 4 a d NOS / BAR "CS" Zone
CURB AND GUTTER OF ALL�O,
RECONSTRUCTED ISLANDS (TYP). a..g a 12'x60'a ° sa ° 4 / .p "CH" Zone
jmau
nNH1 nUHl IN G AREA 4
,II III l l
III III ( 12 SPACES) TRANSFOR ER
11 SPACES) (2) 12 X 12
111 SIN-- - ---- ---- - ---�---- -------- CLEARANCE DUMPSTER DRIVE TO HOTEL
ARM PADS. SEE O
29TH STREET EXTENSION
11 SPACES IJe pd a °ARCHITECTU
d PLANS FOR RAL BY OTHERS (TYP).
III i4i ( 12 SPACES } a °
ENCLOSURE
` e a > Cr d DETAILS.
e d a
RECONFIGURED STOPS --
PARKING FIELD 4" MOUNTABLE I CD 1 -
CONCRETE ISLAN ECKEPD
�9 -- 4 1 I
SAW CUT EXISTING PAVEMENT f/Li�5.6' I I
IN ORDER TO FACILITATE 13,813 S.F.I- �1 I
THE INSTALLATION OF THE I 13 I
PROPOSED PAVEMENT (TYP). 69 PARKING PROVIDED
III 69 PARKING REQUIRED L
13 SPACES j M ±1.62 ARCES
ill i! I LIilIIlIy--_-------—_-----C_- —_=.--- ---- - --- -_ -_----
- F.F.E. 26.6 � L �1L 12 SPACES 16 k
cn
0 - ? I
—ONC—15 (I �WALKWAY 2
A '
SIDEWALK TO BE !
FLUSH WITH f
PAVEMENT
L_--
ELEMENT-,,,,O / /// L-
!�/ - -- - - - - _ ILANDSCAPE
ilk < ! I 40,0 I ( III ELEMENT iSI_AND//
41.00
II! z III N III VAN ACCESSIBLE
III U� ill Q_,--CURB ISLAND f
iil III I I One Story I I III 0 FWHEEL
I I Iil zSTOPS ELEMENT
Brick I
III llI _ Q
III
1I 1 Il!1II � I !IIIlI �'
� >
f I�
DRIVE TO HOTEL
0
ill 11' Jwl
III nQ0 I I I I III ✓
II I W I i I I o��
C) II
L-————— — — — —-00
�
ri L------------J„ AR 1
24 STOP B ENTER <
T EXISTING PAVEMENT �o - -� 0 R /�. ` -i
SAW CUT E R �3 R 4 R DIRECTIONAL 24" STOP cJn
IN ORDER TO FACILITATE / // -`
THE INSTALLATION OF THE LANDSCAPE SIGN %% . BAR Li
PROPOSED PAVEMENT (TYP). LANDSCAPES % / � ISE_AND';ISLAND j N v a-
II R 4R i z 0
III 15' PSDE_ ,
Ii1 0 10 9 -a
Z
Lm
U �
U
Sli
gFt1DGES
Moreheod
Plaza
Shopping M
Center s
5
DI
10
I r- ITt=' N
ons 1 I St --
BOGUE SOUND
VICINITY MAP N.T.S.
CONCRETE PAVEMENT
a a
ITEM 710 6"
PORTLAND CEMENT CONCRETE PAVEMENT (4000 PSI)
WELDED WIRE
MESH 6 X 6 W2.9 X W2.9
v
ITEM 520 6"
GRADED AGGREGATE BASE
LIQHT -DUTY PAVEMENT
ITEM 635 1"
TYPE 1-1 ASPHALTIC CONCRETE SURFACE COURSE
ITEM 635 2"
TYPE H ASPHALTIC CONCRETE
ITEM 520 6"
GRADED AGGREGATE BASE
HEAVY DUTY
PAVEMENT
ITEM 635 1"
TYPE 1-1 ASPHALTIC CONCRETE SURFACE COURSE
ITEM 635 2" TYPE H ASPHALTIC CONCRETE
ITEM 520 8" GRADED AGGREGATE BASE
0 10 20 40
SCALE: 1 "= 20
GENERAL- NOTES
:f
II
1.
THIS PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITH
MOREHEAD CITY, NC , THE CURRENT NORTH CAROLINA DEPARTMENT OF
200' ATLANTIC EAST CAROLINA RAILROAD RIGHT-OF-WAY t219
&
PYLON
TRANSPORTATION STANDARD SPECIFICATIONS FOR ROADS AND
�
SIGN
STRUCTURES, AND O.S.H,A. STANDARDS,
2,
BOUNDARY AND PHYSICAL INFORMATION TAKEN FROM SURVEYING PLANS PREPARED BY
W.D. DANIELS, P.A. DATED 5/9/03
— — — — — — — 25' BUILDING SETBACK— — —
— — — — r — 25' FRONT SETBACK — — — — — — — —
— — —
I
150' TURN L,
3.
PROPERTY IS LOCATED AT ARENDELL STREET AND 29TH STREET MOREHEAD CITY,
NORTH CAROLINA.
4.
IT IS THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL PERMITS
PRIOR TO CONSTRUCTION,
5.
BUILDING DIMENSIONS SHOWN ON THIS PLAN ARE "LEASE" DIMENSIONS.
FOR ACTUAL DIMENSIONS, SEE ARCHITECTURAL PLANS.
6.
THIS PROPERTY LIES WITHIN ZONE "C" ACCORDING TO FEMA MAP COMMUNITY
PANEL NUMBER 370048-0004-B MAP. ZONE "C" IS NOT A FLOOD HAZARD
B0C
AREA.
PROPOSED TRAFFI
<�-
7,
ALL PROPOSED LAND USES SHALL COMPLY WITH THE MOREHEAD CITY
SIGNAL BY OTHERS
TABLE OF PERMITTED USES.
' d-
N
REALIGNED INTERSECTION
ERO
FI
SEA APC
S.
APPROVAL OF SITE PLAN DOES NOT CONSTITUTE APPROVAL OF SIGNS.
BY OTHERS.
w
A SEPARATE SIGN PERMIT IS REQUIRED.
- - - - - - - -----_--- - - - -
- - -- - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -�
- - - - - - - - - - - - - - - -
— - --1
SAL
x
�-
- ---..
9.
ALL PAVEMENT STRIPING SHALL BE MADE IN ACCORDANCE WITH THE
--__'___--- -___ __- __--__--__--- __-- -- �------------------- —2—westbound lanes��--=_-_____------_
-- �\��---
-_------_--_-_-
---- -- -
STANDARDS OF THE MANUAL OF UNIFORM TRAFFIC CONTROL (MUTCD)
4-1
REALIGNED INTERSECTION
10.
THIS SITE IS CURRENTLY ZONED C-S.
11 j
BY OTHERS.
AArent
n i Street ATLANTIC & EAST CAROLINA RAILROAD Cn
SITE ANALYSIS
------�— —� EXISTING RAILROAD TRACKS }I I
RELOCATED LEFT TURN I Il I { `�-
,.^-°...�".�..'--��.-�-LANE BY OTHERS
> 4�
( 2 eastbound Iones } - 9 -- .- - -
-.-_— — — — — — — — — ...---.--------_-_------•-'----.--__...._...r---------�...�^----...._..----------..�...-_.-._._..__------------- _ ---� ��i==�==_______.-.� ==--==
LLJ
---�� ` L— — — — — — — — — — — — — — —-
ECKERD
13,813 S.F.
PARKING
REQUIRED (1 SP/250 SF)
69 SPACES
PARKING
PROVIDED
69 SPACES
PARKING
RAT#0
4.60 MSF
HANDICAP PARKING REQUIRED
3 SPACES
HANDICAP PARKING PROVIDED
3 SPACES
ECKERD
LAND AREA
1.62 ACRES
-------------------------------------------
-- - - - ------------------•--------w------------------------------------------------------------------------------- ,S18'*59"E_----_---------
I Ili I I — BEFORE YOU DIG.....
II ! I North Carolina One -Call Center, Inc.
I I 11 I I i! I I Call 48 Hours Before You Dig!
I I li I III I I 1.800-632.4949
CA,gO
-
2 y4
C,y .HGIfi1��r.
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PROJECT:
113OR
29 TH STREET
ARENDELL STREET
CARTERET COUNTY
MOREHEAD CITY, NC
FOR:
2904 ARENDELL
0 LLC
200 PROVIDENCE ROAD
CHARLOTTE, NC 28207
[phone]
REVISIONS
7-1 k nd—minr RFVC PFR
DWG, NAME site
DRAWN BY UEC
DATE.: 10/31 /03
SCALE: 1 "= 20'
SITE
PLAN
C91
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t7' .. ! •.�. r + + I •_� s r �, 1 I '' '�' �' la+ a_�'i°t�G� ',S 11 �; I ° .•Yr n=�. �,' ,,•`.

I
12" T
H. D.P.E. A
(CI5)
12" H,D.P,E. U U U U
(C16A) fl H
PAINT 2 COAT OF BLA K
N,C.D.O.T. 840.03 m PAINT (GRATE AND HOOD)
FRAME & GRATE FFLE WALL
TOP = 23.70
22.20
4' x 6' PR
ECAST BOX
174 LF OF 12" HDPE
' AT 0% SLOPE WITH A 24.60 HDPE OUTLET TO
- 3 95 ( 20' WIDE INFILTRATION INFILTRATION AREA
BED. SEE THIS SHEET INV. = 20,50
6" CLASS 1 STONE
COMPACT SUBGRADE
SECTION
CURB INLET/OVERFLOW STRUCTURE #6 1.
NON -WOVEN GEOTEXTILE FILTER
FABRIC LAPPED ON TOP
6.0,
ON
102.5' 2.
3.
p 12" PERFORATED P,E, PIPE
WITH 3/8" DIA, HOLES
4,
57 WASHED STONE EILEV. 20.2'
• S,
INFILTRATION TRENCH NO.1
NTS 6.
30' 1113, 7.
��
9.
8.
T,O.S.
N.G. D.O.T. STD.
62 LF OF 8" PVC
=
u,p �•• ��
2D' WIDE INFILTRATION
840.35 .
BED. SEE THIS SHEET
26,60 f 'I AT 4.44% SLOPE
T.O.S. '
�-
CURB INLET #4A
C.O. I,E.=24.10 C.O. I.E,=24.10
RIM=23.70
INV.IN=21.35 (8" DR)
INV.=20,20
•, T.O.S.
+
25 LF OF 8" PVC AT 8.04% �
SLOPE
�_
N.C.D.O.T. STD.
S40•Q2 2
Q
CI C=== ca r��
0 26.36 26.00
4 7
24,70
50 LF OF 12" HDPE
r' L�
AT 0% SLOPE ITH A
--
:__.__ `I.20' W DE INFIL RATION
CUR t3 INLET 4A 6 STORM WATER BED. EE THIS SHEET
' 16.5 LF OF 12" HDPE 2
' + STORM DRAIN, BAH #$ RIM=23.70 LATERAL AT 0% SLOPE,
-- RIM=22.00 IN/.OUT=20.20 15 O,C. (TYP},
INSTALL 4'xO.5' THROAT N StE DETAIL THIS , SHEET g 5'
I INV.IN=16.86 ,}
INV.OUT=16.61 IN BACK OF OF CATCH 23.98
N.C.D.O,T, STD. BASIN - 4 8 TRENCH N0.2 24 18
;:.
24
24.65 65 �
20,00� i
P
24,
94 .L.1 OF 12" RCP AT 0.50% SLOE
5
f
CATCH BASIN 7TOP OF OF SLAB-22.33 CURB INLET #5
57 LF OF 12" RCP:r:.
AT 1,07% fNV.IN=20.00 FILT.)\ 5 LF OF 12 RCP ,��-`•173 LF OF 12" HDPE RIM=23,70
INV.IN=21.50INLET} AT 0.50% AT 0% SLOPE WITH A INV.OUT=20.20
1 �,
INV.OUT= 17,33. _. 20' WIDE INFILTRATION N.C.O.Q.T. STD.
7A
#
N.C.D.O.T. STD, r FLARED END SECTION ✓s.',EJ''
�� 1 - � BED. SEE THIS SHEET 840.02
840.05 w/HIN HAP UU I FALL PROI ECTION
, INV.oUT-20.17
9 W x 30 L VEGETATIVE FILTER L=3' d50=2", dmox=6". T=9"
SEE THIS SHEET
W=3', CLASS "A" RIP RAP
`:a
EX, CURB INLET #9
INV. IN=16.00 O �� ` f . _
t "r
_ - - - - - - -
.,
-
F
i'
_- .� .= - -- - - -- -
,
J
4J �d -
4,}_ Y
fi
�renc�el� tree � �II A1_-y
_--_._-- _._.� .____-__.___ _ ..__-.__ _.._ �_ ____ ._._.__ _____-_--_-_ . __ _.___ _ ___.___ ___ _ . ___ __-__----�__.-. ____ _�._- __________ _ ._._ _ ___ _-_-___-_ . ____-___ ____- _________ __ _�__-�_----.._.__
............. --
__ ........ ........................ ---____ __ __ _-----. ___---- _ __-- _-__ ____ __------_-- ------______________-
N
' Q`-�
12" RCP
FOR BYPASS
INV. = 20.20
z
N
0
LID
W)
�;
cm
a
U �
�
ST
j3R1DGES
Morehead
°
Plaza
Shopping 0
Center
N
�` ITC
any L`� St
BOGUE SOUND
VICINITY MAP N.I
GRADING NOTES:
THE UTILITIES AND THE LOCATIONS THEREOF, SHOWN ON THE DRAWING, REPRESENT THE
DESIGNERS UNDERSTANDING OF EXISTING UTILITIES IN THE CONSTRUCTION AREA. THE
CONTRACTOR SHALL VERIFY THE LOCATION, DEPTH AND EXISTENCE OF ALL UTILITIES
(ELECTRICAL, MECHANICAL, WATER, TELEPHONE, GAS ETC.) WITHIN THE CONSTRUCTION AREA
WITH THE OWNER AND/OR THE APPROPRIATE UTILITY COMPANY PRIOR TO BEGINNING ANY
EXCAVATION. THE OMISSION OF, OR THE INCLUSION OF UTILITY LOCATIONS ON PLANS IS NOT
TO BE CONSIDERED AS THE NONEXISTENCE OF, OR A DEFINITE LOCATION OF EXISTING
UNDERGROUND UTILITIES, ANY DAMAGE TO EXISTING UTILITIES SHALL BE REPAIRED AT THE
CONTRACTOR'S EXPENSE. CONTACT NORTH CAROLINA ONE CALL CENTER INC. 1-800-632-4949.
ALL LANDSCAPE AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO THEIR
ORIGINAL CONDITION AT THE CONTRACTOR'S EXPENSE.
APPROVAL OF THIS PLAN IS NOT AUTHORIZATION TO GRADE ADJACENT PROPERTIES, WHEN
FIELD CONDITIONS WARRANT OFF -SITE GRADING, CONTRACTOR MUST HAVE WRITTEN
PERMISSION FROM THE OWNER(S) BEFORE PROCEEDING.
ALL CONSTRUCTION AND CONSTRUCTION MATERIALS WITHIN NCDOT RIGHT-OF-WAY SHALL
CONFORM TO THEIR STANDARD SPECIFICATIONS.
THE CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR THE LOCATION AND DIMENSIONS
OF BUILDINGS AND SURROUNDING AREAS.
USE WYES, BENDS, TEES, ETC. AS NECESSARY FOR ALL DRAINAGE PIPES DRAINING ROOF
LEADERS, DOWN SPOUTS, ETC.
CONTRACTOR TO SUBMIT ALL SITE CONSTRUCTION SHOP DRAWINGS TO ENGINEER FOR
APPROVAL, ANY SUBSTITUTIONS OR REVISIONS TO MATERIALS OR CONSTRUCTION SHALL BE
APPROVED FIRST BY ENGINEERING PRIOR TO CONSTRUCTION.
ANY UNSUITABLE MATERIALS ON SITE ARE TO BE QUALIFIED BY A GEOTECHNICAL ENGINEER
PRIOR TO REMOVING, CONTRACTOR MUST NOTIFY OWNER OR OWNER REPRESENTATIVE IN
CASE UNSUITABLE MATERIAL IS UNCOVERED,
ANY E>CCSS SOIL TO BE WASTED ON SITE IN AREAS DESIGNATED BY OWNER OR OWNER'S
REPRESENTATIVE. SOIL SHALL BE WASTED AS MUCH ALLOWED TO ENSURE STABILIZED SLOPES.
12" RCP 10. CONTRACTOR TO COODINATE WITH GEOTECHNICAL ENGINEER WITH ANY SUBSURFACE DRAINAGE
ARIP RAP OUTFALL PROTECTION SYSTEMS TO BE INSTALLED, IF INITIAL SOILS REPORT RECOMMENDED SUBSURFACE DRAINAGE
SYSTEMS BE INSTALLED UNDER FOOTINGS AND BUILDING AREA CONNECTIONS SHALL BE FIELD
I x 1'D x 91 FLOW SPREADER COORDINATED.
TRENCH FILLED WITH NO, 57
WASHED STONE. 11. ALL "STll." NUMBERS REFER TO THE NCDOT ROADWAY STANDARD DRAWINGS MANUAL.
VEGETATED FILTER DETAIL t 2' STABILIZATION IS THE BEST FORM OF EROSION CONTROL. TEMPORARY SEEDING IS NECESSARY
TO ACH#EVE EROSION CONTROL ON LARGE DENUDED AREAS AND ESPECIALLY WHEN
NTS SPECIFICALLY REQUIRED AS PART OF THE CONSTRUCTION SEQUENCE SHOWN ON PLAN,
13. ALL GRADED SLOPES MUST BE SEEDED AND MULCHED WITHIN 15 WORKING DAYS OR 90
CALENDAR DAYS WHICHEVER IS GREATER.
NON --WOVEN GEOTEXTILE FILTER 14. TOTAL DISTURBED AREA =1.27 ACRES.
20.0' FABRIC LAPPED ON TOP 15. SOIL TYPE IS WuB WANDO URBAN LAND COMPLEX.
16. THERE WILL BE NO ON SITE AND/OR OFF SITE WASTE BURIAL AREAS FOR THIS SITE.
17, THERE WILL BE NO BORROW SITES FOR THIS PROJECT.
18. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY
9 5' A REPRESENTATIVE OF THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND
NATURAL RESOURCES LAND QUALITY SECTION,
12" PERFORATED PIE, PIPE 19, SLOPES SHALL BE GRADED NO STEEPER THAN 2:1.
WITH 3/8" DIA, HOLES
20, TOP ELEVATIONS ARE TO THE TOP OF GRATE FOR DROP INLETS AND THE TOP OF RIM
FOR MANHOLES AND CATCH BASINS,
#57 WASHED STONE ,
ELEV. 20.2 21,
ALL PROPOSED UTILITIES ARE SHOWN ON THE UTILITY PLAN. '
22, EXISTING DRAINAGE STRUCTURES TO BE INSPECTED AND REPAIRED AS NEEDED AND EXISTING
INFILTRATION TRENCH NO.2 CL ou 0 ALL SILT AND DEBRIS.
C12 THRU 013 23. THERE ARE NO WETLANDS ON THIS SITE. Q
NTS
FABRIC LAPPED ONE)TOI P FILTER
/%
20.0'
2.5'I GRADING LEGEND
12" PERFORATED PE. PIPE
WITH 3/8" DIA. HOLES
7 WASHED STONE
1 1 09 1 MMMMMM�
O 10 20 40 80
SCALE: 1 "= 20
PROPOSED
EXISTING
MAY 0 4 2004
DWQ
PROD # S(A,- 903 S
BEFORE YOU DIG.....
North Carolina One -Call Center, Inc.
Call 48 Hours Before You Dig!
1-800-632-4949
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PROJECT:
I =m FA :; ski O'N
113OR
29TH STREET
ARENDELL STREET
CARTERET COUNTY
MOREHEAD CITY, NC
FOR:
2904 ARENDELL)
0 LLC
200 PROVIDENCE ROAD
CHARLOTTE, NC 28207
[phone]
REVISIONS
A11-2/04/04-MADE REVS. PER
CTATC f`AWIICAITC
COMMENTS.
ZN4
DWG. NAME . site
DRAWN BY JEC
DATE, 10/31 /03
SCALE; 1 "=20'
GRADING
PLAN
C*2
i f'f !� �=S', 16 !1 I 11 �:I I� t�-�
1 Syr t It 1}�I�i t, t s
f7 1'
� � YI r ' .�.. t • •�.•e II . �� 5 }. ' .. •' ! ` •.'' r � F.{,�I��E F'`t ��?'�, � �••� 1' ..-'. �' .I' °

A 1 L.i�. ^�s� ,. .,�� .1 ri si.s •L •1_
NOTES
1, A STABILIZED ENTRANCE PAD OF 5 WASHED STONE OR RAIL ROAD
BALLAST SHALL BE LOCATED WHERE TRAFFIC WILL ENTER OR LEAVE
THE CONSTRUCTION S1TE ONTO A PUBLIC STREET,
2. FILTER FABRIC OR COMPACTED CRUSHER RUN STONE MAY BE USED AS A BASE FOR THE CONSTRUCTION ENTRANCE. 30 30
3. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL
PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC STREETS 28 28
OR EXISTING PAVEMENT. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH
ADDITIONAL STONE AS CONDITIONS WARRANT AND REPAIR OR CLEANOUT rQ
OF ANY MEASURES USED TO TRAP SEDIMENT, PS OP S A GR WE EX STING G D "
4. ANY SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKM ONTO PUBLIC 26 S" R. P R I a 26
STREETS MUST BE REMOVED IMMEDIATLEY,
5. WHEN APPROPRIATE, WHEELS MUST BE CLEANED TO REMOVE SEDIMENT 24 rN ,,, ..,/ /� ; , 24
PRIOR TO ENTERING A PUBLIC STREET, WHEN WASHING IS REQUIRED, ''% i��% �• ' ;, '', %f RF
',�� '� ,•' • y ' •' f •' ' f 0 C.
IT SHALL BE DONE IN AN AREA STABILIZED WITH CRUSHED STONE " ='' �� '!?'!'f •,1i; :''�'%%f ;f %!„ 4% '� i i';, f% '� *�+,Q Q��yy
WHICH DRAINS INTO AN APPROVED SEDIMENT BASIN. 22 ERF 22
• r+
C11 1 H.B.P. P F. E -.
20(33 " .S I. .w 1 ,3 20 0
18 E2
12 H D.P.E. 30 V G A IV FI TE 1$ Ia ...
ao� S N I H 'NA"ER L E 12" R �"■■� • N
o �o o�
HARD SURFACE O 4qO �� 1 b Q 0.
pO 1b
ML
D Ord o0O0oDOpb� v 6Q' MINIMUM
PUBLIC ROAD a 0
14 14 0 r
O�In
~ O In
r.
Q�B"� & voU� �Ooo 0 12 12
0 V
and g � v
a o � o O� o�
ao
koco° °�°�� ,7"Ydo 0� 0+00 1+00 2+00 3+00 4+00 5+04 6+00 7+00 �o 0
0 400 0 �Qo OOoo �� a N.S.A. R-2 (1.5'-3.5") � � 0 4a � �D n G� O O d` .0
COARSE AGGREGATE �S© opnOo"Og �00aa O 0°Q -
n� 6 STORM DRAINAGE PROFILE C11 EX019
GEOTEXTILE UNDERUNER 4 0 o Er
SCALE=1'-50' HORIZONTAL
6" MINIMUM
° 20' MINIMUM 1'-6 VERTICAL CIO
TEMPORARY STABILIZED CONSTRUCTION ENTRANCE
SCALE:
LL SLOPE
TEMPORARY SEM GRASS LINED DITCH SEEDING SPECIFICATKM
MPACTED BERM SEEDING MIXTURE SEEDING MIXTURE
#5 WASHED STONE flNr SSPPEECIE aln RATE (LB/ACRE) SPECIES RATE (LB/ACRE)
1Vq GRADE Tall Fescue 200 (4-5/1,000 ft sq.)
GENERAL NOTES; 7U L GROUND ANNUAL LESPEDEZA (Kpbe in 120
1. SEDIMENT SHALL BE REMOVED AND TRAP RESTORED TO ITS ORIGINAL DIMENSIONS Piedmont and Coastal Plain,
SILT FENCEBETWEEN MAY I AND AUG. 15,
Korean in Mountains) 50 NURSE PLANTS
GERMAN MILLET. PRIOR TO MAY 1DD 10 OR AFTERCRE AUG. 15 ADDASS OR 10 lb/ACRE
40 b/ACRE RYE (GRAIN).
WHEN THE SEDIMENT HAS ACCUMULATED TO 1/2 THE DES" DEPTH OF THE TRAP. � OMIT ANNUAL LESPEDEZA WHEN ORATION OT TEMPORARY COVER IS NOT TO EXTEND
2. REMOVED SEDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA AND IN SUCH
A MANNER THAT IT WILL NOT ERODE, NOTE.; N BEYOND JUNE.
3, THE STRUCTURE SHALL BE INSPECTED AFTER EACH STORM EVENT BY THE SEEDING DATES FINANCIALLY RESPONSIBLE PARTY OR HIS AGENT AND REPAIRS MADE AS NECESSARY. 1. DITCH SHOULD HAVE LONtyTUDINAL SLOPE OF 1S• R•4C CA&
A \ Z SILT FENCE MAY BE REQUIRED BEHIND BERM Ol/iy BEST: AUGUST 25 - OCTOBER
4. CONSTRUCTION OPERATIONS SHALL BE CARRIED OUT IN SUCH A MANNER THAT A O SEEDING DATES POSSIBLE: FEBRUARY -- APRIL 15 ,`y •.••..
EROSION AND WATER POLLUTION ARE MINIMIZED. - ; �aFESSIp •. �,v -
MOUNTAINS -ABOVE 2500 FT; FEB, 15 MAY 15
TEMPORARY SILT DITCH BELOW 2500 FT, FEB. 1 - MAY 1 AVOID SEEDING FROM NOV. TO JAN, IF SEEDING MUST BE DONE AT THIS TIME, ADD -
5. THE SEDIMENT TRAP SHALL BE REMOVED AND THE AREA STABILIZED WHEN THE �- PIEDMONT - JAN. 1 -MAY 1 4D lb/ACRE RYE GRAIN AND USE A CHANNEL LINING THAT OFFERS MAXIMUM = 8274
DRAINAGE BASIN HAS BEEN PROPERLY STABILIZED. SCALE:
COASTAL PLAIN - DEC. 1 -APR. 15 PROTECTION,
STORAGE%� •.
AREA �N6,`INEEQ
541E AMENDMENTS APPLY LIME AND FERTILIZER ACCORDING TO SOIL TEST, OR APPLY 4,
PERMANENT SODDING FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 lb/acre GROUND 000 R. ACRE RYE +rr,,,,,,rt�` `
� GRAIN AGRICULTURAL LIMESTONE AND 1,000 lb/ACRE 10-10-10 FERTILIZER, OPERATE z -- �- O
ARGRICULTURUAL LIMESTONE AND 750 lb/acre 10-10-10 FERTILIZER. TILLAGE EQUIPMENT ACROSS THE WATERWAY.
SILT FENCE AREAS TO BE SODDED
oe CATCH / ALL GREENSPACE AREAS, AS DESIGNATED BY THE LANDSCAPING PLAN, MULCH MULCH
BASIN TO BE PERMANENTLY SODDED. APPLY 4,000 LB/ACRE STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH
o ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A USE JUTE, EXCELSIOR MATTING, OR OTHER EFFECTIVE CHANNEL LINING MATERIAL TO PROJECT:
�-�p;i WASHED STONE COVER THE BOTTOM OF CHANNELS AND DITCHES, AND STAPLE SECURELY. THE LINING
o� s» MIN O�
MULCH ANCHORING TOOL.
1 �SHOULD EXTEND ABOVE THE HIGHEST CALCULATED DEPTH OF FLOW. ON CHANNEL
`~ `ham PLAN VIEW SIDE SLOPES ABOVE THIS HEIGHT, AND IN DRAINAGES NOT REQUIRING TEMPORARY
12» MIN' LININGS, APPLY 4,000 lb/ACRE GRAIN STRAW AND ANCHOR STRAW BY STAPLING
'r ,I:uIAINTENANCE NETTING OVER THE TOP,
wLs"ROF BR{ STARTONE EMBANKMENT SEEDING REFERTILIZE IF GROWTH IS NO FULLY ADEQUATE, RESEED, REFERTILIZE AND MULCH
IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE, MAINTENANCE 11 3OR
AREAS TO BE TEMPORARILY SEEDED INSPECT AND REPAIR MULCH FREQUENTLY. REFERTILIZE IN THE LATE WINTER OF THE
ALL SIDESLOPE EMBANKMENT AREAS OUTSIDE OF PROPERTY TO BE TEMPORARILY SEEDED
FOLLOWING YEAR., USE SOIL TEST OR APPLY 150 lb/ACRE 10-10-10. MOW REGULARLY ARENDELL STREET
AREAS TO CIE PERMANENTLY SODDED TO A HEIGHT OF 2-4 INCHES. 29 TH STREET
ALL SIDESLOPE EMBANKMENT AREAS OUTSIDE OF PROPERTY TO BE PERMANENTLY CARTERET COUNTY
SECTION A -A SODDED. REFER TO APPENDIX 8.02 FOR BOTANICAL NAMES.
MOREHEAD CITY, NC
TEMPORARY SILT FENCE STORM INLET SEDIMENT TRAP SODDING SCHEDULE TEMPORARY SEEDING SCHEDULE
SCALE:
SCALE: SCALE:
8' MAX.DIMENSIONS FOR CONCRETE BLOCKING CONCRETE REQUIRED TO RESIST DIMENSIONS FOR CONCRETE BLOCKING
HORIZONTAL THRUST UPWARD THRUST FOR BENDS --- DOWNWARD THRUST FOR:
STEEL Posy
WIRE FENCING ?; I' BEND SIZE A B C D VOLUME BEND SIZE A B C D VOLUME
2904 ARENDELL
FT. FT. FT, IN. FT, CU.YD, BEND SIZE VOLUME NO. OF VERT. FT. FT. FT. IN. FT. CU.YD.
'° YD BARS RE `D 6" 1.0 1.0 7" 1.0 0.03 4 MINIMUM 5 BAR SPACED EQUALLY LLC
& 1,0 1.0 7 1,0 0.03 FT, GU, " " "
8" 1.0 1.25 7" 1.0 0.04 6" 1.0 1,0 8 1.0 1.25 7 1.4 0.04 ACROSS TOP OF BEND 200 PROVIDENCE ROAD
WOVEN FILTER FABRIC i " t1 t 4 12" 1.0 2.0 11" 2.0 0.1 CHARLOTTE NC 28207
�R f I -E --- � i 11 1/4 12" 1,0 2.0 11" 2.0 0.1 $ 9.0 1,25 / 16" 2.0 3,0 15" 2.0 0,3 '
16 2,0 3.0 15 2.0 0.3 11 1 /4 12 1.0 2.0
704 333---8484
a
I' I 24" 2,0 3.0 19" 3.0 0.5 16 2.0 3,0 20" 2.0 3.0 19" 3.0 0.5 .+e. 'r
20 2.0 3.0 6 MIN.
6" 1,0 1.5 7" 1,0 0.04 6" 1.0 1.5 7" 1.0 0.04 30
I t 8" 1.0 2.0 7" 2.0 O,1 6 1.0 1.5 8" 1.0 2.0 7" 2.0 0,1
22 1/2 12" 2.0 3.0 11" 2.D 0.3 8 1,0 2,p 22 1/2 12" 2.0 3.0 11" 2.0 0,3 " 28
{ - : ' . + d . 6 MIN.
r i 16" 2.0 4.0 15" 3,0 0,6 22 1/2 12 2.0 3,0 16 2.0 4.0 15" 3.0 0.6 . ' •
20" 3.0 5.0 19" 3.0 1,a 16 2.0 4.0 20" 3.0 5.0 19" 3.a 1,0 •
STEEL POST
-�-IPLAN I--�- 26
WIRE FENCING 6" 1.5 2.0 7" 1.5 0.11 20 3.0 5.0 6" 1.5 2.0 7" 1>5 0.11 ELEVATION 6" MIN. 6" MIN.
8" 2,0 3.0 7" 2.0 0.3 b 1.5 2,0 8" 2.0 3.0 7" 2.0 0.3 24
z FILTER FABRIC 45 12" 2,0 4.0 11" 3.0 0.7 8 2.0 3.0 45 12" 2.0 4,0 11" 3.0 0.7
oc " 16" 3.0 5.0 15" 4.0 1.4 22
u 16 3.0 5.0 15 4.0 1.4 45 12 2.0 4.0
a " " 2D" 4.0 6.a 19" 5.a 2.a
a o�� 24 4.0 6.0 19 5.0 2,0 16 3.0 5.4
MAINTENANCE NOTES., U. to �' 24 4.0 6.0
1, FILTER BARRIERS SHALL BE INSPECTED BY THE FINANCIALLY 6" 1.75 2.5 7" 2.0 0.2 6" 1.75 2.5 7" 1 2.0 0.2 + ey 20
RESPONSIBLE PARTY OR HIS AGENT IMMEDIATELY AFTER EACH �� I-1! - I - 8" 2.0 3.0 7" 3.0 0.4 6 1.75 2.5 8" 2.0 3.0 7" 3.0 0.4 ' •
RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL = 90 12" 4.0 6.0 11" 4A 2.1 $ 2.0 3,0 •
90 12 4.0 S.0 11 4, 0 2.1 • - 18
ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY.
ANCHOR SKIRT 6" MINIMUM 16" 4.0 7.0 15" 5.0 3.1 90 12 4,0 6.0 16" 4.0 7.0 15" 5.0 3.1
2, SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO THE END
OF THE EXPECTED USABLE LIFE AND THE: BARRIER STILL IS NECESSARY, THE IN LIEU OF BURYING SKIRT, 6" OF 20" 5,0 $.0 19" 7.O 5.3 16 4,0 7.0 20" 5.fl 8.0 19" 7.0 5.3 4 i � 6 _`:
16
FABRIC SHALL BE REPLACED PROMPTLY. #5 WASHED STONE MAY BE USED 2O 1 5.0 8.0
3. SEDIMENT DEPOSITS SHOULD BE REMOVED OVER TURNDOWN. " SECTION .. 8 14
b" 1.8 2.0 7" 1.75 0.13 NOTE: � •
HALF THE HEIGHT OF THE BARRIER, ANY SEDIMENT DEPOSITS REMAINING IN WHEN DEPOSITS REACH APPROX. TEE BRANCHES 8" 2.0 3.0 7 2.0 0.3 DETAIL 2 DRAWING USE 233 ONLY ACCEPTABLE UNDISTURBED GROUND
PLACE AFTER THE SILT FENCE IS REMOVED SHALL BE DRESSED TO CONFORM " " FOR SPECIFIC CASES, TO BE APPROVED BY THE
TO THE EXISTING GRADE, PREPARED AND SEEDED. PLUGS ®CAPS 12" 2.0 4.0 11" 4.0 Q.8 -
16 3.0 5.0 15 5.0 1.8 r AUTHORITY HAVING JURISDICTION. GENERAL NOTES 12
4.
20" 1 4.0 7.0 19"1 6,0 3.8 ) • " `: c
GENERAL -NO -TES- s".' 1, THRUST BLOCK DIMENSIONS ARE BASED ON 200E POUNDS PER SQUARE
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REVISIONS
1-2/D4/04-MADE REVS. PER
28 STATE COMMENTS.
26
24
22
20 -
18
16
14
12
1,
2.
FILTER FABRIC FENCE SHALL BE A MINIMUM OF 132" IN WIDTH AND
SHALL HAVE A MINIMUM OF S LINE WIRES WITH 12" STAY SPACING.
WOVEN FILTER FABRIC BE USED WHERE SILT FENCE IS TO REMAIN
SECTION
1 2 O
FOOT SOIL BEARING PRESSURE AND 250 POUNDS PER SQUARE INCH
TEST PRESSURE, ACTUAL INSIDE DIAMETER OF DUCTILE IRON PIPE,
CLASS 52 USED AS STANDARD,
0+00 1 +00
STORM DRAINAGE PROFILE DI6A-CI6
3,
FOR A PERIOD OF MORE THAN 30 DAYS.
STEEL POSTS SHALL BE 5'•-•0" IN HEIGHT AND BE OF THE
STEEL POST
WIRE FENDING
UNDISTURBED GROUND
•
2. SOIL CONDITIONS SHALL BE VERIFIED BY THE ENGINEER BEFORE
SCALE: 1'-Jr' Q' HORIZONTAL
DWG, NAME DETAILS
DRAWN BY : JEC
SELF -FASTENER ANGLE STEEL TYPE.
�:
, M .'�
�' a�•
THRUST BLOCK IS CONSTRUCTED. WHERE SOIL BEARING PRESSURE
1'-����
DATE. 10/31/a3
4.
?
WIRE FENCING SHALL BE AT LEAST #10 GAGE WITH A MINIMUM OF � _
FILTER FABRIC
•A.'.
' : ''• ''
•: -.., '••
;
1S LESS THAN 2000LB./FT 2 THRUST BLOCK BEARING AREA SHALL
BE INCREASED APPROPRIATELY.
SCALE: NTS
6 LINE WIRES WITH 12" STAY SPACING. i
WASHED STONE
" '
a
�- .,.
a,: ... •
5.
TURN SILT FENCE UP SLOPE AT ENDS. 1 m
=
-
3, ALL CONCRETE SHALL BE CLASS A, 4000 PSI.
6.
o
WIRE MESH SHALL BE MIN. 13 GAGE WITH MAXIMUM 12" OPENINGS. N
�
} �y i I
9j
•
,. „
UNDISTURBED GROUND
DETAILS
7.
WIRE AND WASHED STONE WILL BE REQUIRED AND NOTED ON PLANS WHEN;
I
•
SECTION
A, AT TOE OF SLOPES GREATER THAN 10 FEET VERTICAL (2:1 SLOPE) - -
-
f .
: a'
SHEET
B. AT DENUDED LIMITS WHERE AN UNDISTURBED BUFFER IS 50 FEET
i
OR LESS AWAY
ANCHOR SKIRT
�a .•" .
•
r' •,,.a. � �
TEMPORARY SILT FENCE
" MINIMUM
0
UNDISTURBED
GROUND
SECTION
THRUST BLOCK DETAIL
SCALE:
PLAN
SCALE.
r ` � � r r� �, },'� •`',3, I rq �r �'I � .� ,,�;`,�31i.�1f!

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Q! All Th 01
1070 V it 077 1 V W T1
T, YETA 1 pit; A 1n ' 1!. ',1 '. If ?"..M TOT 271

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