SW8061114_Approved Plans_20070226

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ORIGINAL BOUNDARY SURVEY PERFORMED BY.-
ALTA SURVEY
ADD177ONAL SURVEY PERFORMED BY•
4W
243 NORTH FRONT STREET
WILMINGTON, NORTH CAROUNA 28401
PHONE: [phone] FAX: (910) 251 —8282
AA0002667 EB0006691
www.mckimcreed.com
•
A. Town of island
E. Buried Cable Location
102 Town Hall Drive
ULOCO
Leland. NC 28451
[phone]
(910)371-•0148
F. North Carolina Dapt. of Transportation
B. Brunswick EOectrfc Membership Corp.
DIV 3, DIST 3
795 Ocean Highway
Shollotte, NC 284 S
PO Box 1450
Shollotte. NC 28459
[phone]
[phone]
o
C. Bell South G. Coun y runsw c
[phone] Bldg G _
20 Referendum Dr, NE
D. NCDENR�-Div. of Water Quality Bolivia, NC 28422
127 Cardinal Dr. Ext. [phone]
Mrilmington, NC 28405
[phone] H. North Brunswick Sanitary District
P.O.Box 1030
Leland, NC 28451
NOTES:
1. FINANCIALLY RESPONSIBLE PARTY;
WEINGARTEN REALTY INVESTORS '
942C FORUM DRIVE SUITE 101
RALEIGH, NC 27615
ATTN: BILLY CASHION
(919) 845-393
2. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN AND
ANY CRADING_ BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF
NCDENR—DLQ EROSION AND SEDIMENT CONTROL ORDINANCE.
3. ALL GRADED SLOPES MUST BE SEEDED AND MULCHED WITHIN 15 DAYS OF
COMPLETION OF GRADING. ALL REMAINING AREAS ARE TO BE SEEDED AND MULCHED
WITHIN 30 DAYS OF COMPLETION.
CALL NC ONE CALL
BEFORE YOU DIG
ISTOP
6
VOID UTILITY DAMAG
PHONE# [phone]
FIEVISIONS
DATE
DESCRIPTION
10/10/06
SUBMIT TO TOWN OF LELAND TRC REVIEW
11 /14/06
RESUMBITTAL, FOR PLANNING BOARD APPROVAL
11 /14/06
SUBMIT TO NCDENR
WATERFORD
RESIDENTIAL
DEVIZOPMENT
E)US71NG =
WATERFORD . o`
\ \ RESIDENTIAL
DEVELOPMENT -
\ HARRIS
\ \\ TEETER t
RADC t
t
EXISTING
\ ,�.. COMMERCIAL FUTURE��.. j t COMMERCIAL
DEVELOPMENT !
OUTPARCEL, 6 ' ` DEVELOPMENT
XX FUTURE t (BY OTHERS)
COMMERCIAL t
1OUT PARCEL 5 DEVELOPMENT
t
RETAIL t '
Ip i (X1T PAR 1 i is '• ti ''�-�_ - ... ..,,.,,..--,.�.'���"";,...--`''..--!'""'.-
OUT -PARCEL 2
L 7 .._.,.�,.a-
i OJT: -PARCEL 3
To J j ` ` , ! ► OUT -PARCEL 4
MYRTLE
BEACH
US HWY 17
TO WI'LMINGTON EXIS77NG STORMWATER POND
y US HWY 17
RIGHT-OF-WAY
all "AJEAm&T
rRu STE MAP

STAGE 1 CONSTRUC110N SEQUENCE GENERAL NOTES
•
1. ALL SELECT AND BORROW MATERIAL SHALL MEET CRITERIA SET
r 1. ESTABLISH. LIMITS CF CONSTRUCTION. 10.. FIRE HYDRANTS SHALL' BE PLACED A MINIMUM DISTANCE OF 6
20 20 FORTH BY SECTIONS 1016 AND 1018 OF THE NORTH CAROLINA FEET FROM BACK OF CURB AND SHALL HAVE A CLEAR SPACE OF 3
DEPARTMENT OF TRANSPORTATION'S STANDARDS AND FEET FROM ANY PERMANENT STRUCTURE.
18' 2'-0" 2. INSTALL SILT FENCE INLET PROTECTION TO EXISTING STORM SPECIFICATIONS FOR ROADS AND STRUCTURES.
DRAINAGE- SYSTEM.
11.REFER TO BRUNSWICK COUNTY WATER AND SEWER SPECIFICATIONS
2. THE ENGINEER AND THE CONTRACTOR' SHALL INSPECT ALL 1/4 FT. " AND TO BRUNSWICK COUNTY WATER. AND :SEWER EXTENSION POLICY..
t/4 FT. ---__ �,. 3. INSTALL GRAVEL CONSTRUCTION ENTRANCES AS SHOWN ON EXISTING PIPES USED IN THE FINAL DRAINAGE SYSTEM AND AGREE
PLANS. CONTRACTOR SHALL MAINTAIN A SUFFICIENT GRAVEL ON THE CONDITION OF THE PIPES PRIOR TO CONSTRUCTION. IF
12. DO NOT PLANT. TREES OVER WATER "MAINS, SEWER MAINS OR
1'-0" ENTRANCE _ UNTIL FINAL. SUBGRAD` IS ESTABLISHED. IF DIRT/MUD DAMAGE OCCURS TO THESE PIPES DURING CONSTRUCTION, THE WITHIN THEIR EASEMENTS.
r*
2'-0" CURB & GUTTER sEE PAVMENT sEcnON 2'-0" CURB & GUTTER ON THE ROAD BECOMES AND ISSUE THEN A WASHRACK WILL NEED CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OR
TO *BE INSTALLED. REPLACEMENT OF THE PIPE(S)• 13. DEWATERING: THE CONTRACTOR SHALL AT ALL TIMES PROVIDE
AND MAINTAIN AMPLE MEANS AND EQUIPMENT WITH WHICH TO
3. EXISTING PAVING CONCRETE AND OTHER UNSUITABLE MATERIALS
4. BEGIN CLEARING AND GRUBBING :WITHIN LIMITS. ' REMOVE. AND PROPERLY DISPOSE OF ANY AND ALL WATER ENTERING
INCLUDING UNDERCUT EXCAVATION SHALL NOT BE USED AS FILL AND THE EXCAVATION OR OTHER PARTS OF THE WORK . AND KEEP ALL
SHALL BE DISPOSED OF OUTSIDE THE PROJECT LIMITS AT THE EXCAVATIONS DRY UNTIL SUCH TIME A PIP AN
S. INSTALL. TEMPORARY DIVERSION DITCHES, SEDIMENT' TRAPS, , S E LAYING D .GRADING
PUBLIC1 CONTRACTORS EXPENSE. CONTRACTOR IS RESPONSIBLE FOR IS COMPLETED.
SEDIMENT BASIN AND TEMPORARY SEEDING. PERMITTING AND FEES FOR DISPOSAL. NO WATER SHALL BE ALLOWED TO RISE AROUND THEPIPEIN
(TO- BE DEDICATED TO THE TOWN OF LELAND) UNBACKFILLED TRENCHES NOR SHALL IT BE ALLOWED TO RISE OVER
6. STRIP 6 OF TOPSOIL. 4. ALL PIPE BEDDING SHALL BE CLASS "C UNLESS OTHERWISE MASONRY UNTIL THE CONCRETE OR MORTAR HAS SET (MINIMUM 24
DIRECTED BY THE ENGINEER. HOURS). ALL WATER PUMPED OR -DRAINED FROM THE WORK SHALL
- = BE DISPOSED OF IN SUCH A MANNER AS TO PREVENT SILTATION
5. ALL TREES, STUMPS, ROOT MAT, ETC. SHALL BE ENTIRELY AND EROSION TO ADJACENT PROPERTY OR OTHER CONSTRUCTION.
STAGEI REMOVED REGARDLESS OF DEPTH. BURIAL OF ORGANIC MATERIAL
WITHIN THE PROJECT LIMITS 1S NOT` PERMITTED. OPEN BURNING OF 14. DRIVEWAYS ARE NOT TO BE LOCATED OVER WATER _14' 14' METERS,
1. REMOVE EXISTING STORM DRAINAGE SYSTEM AS NOTED. INSTALL DOWNED TREES AND STUMPS IS NOT PERMITTED. CHIPPED MATERIALS METERS WILL NOT BE SET IF WATER METER BOXES SEWER -
2'-0" 12> 12' 2'-0- PROPOSED STORM DRAINAGE SYSTEM. MUST BE REMOVED PRIOR TO THE PLACEMENT OF EMBANKMENT OR CLEAN -OUTS,_ VALVE BOXES" OR OTHER APPURTENANCES ARE
,
1 TOPSOIL. DAMAGED OR IMPROPERLY POSITIONED.
2. INSTALL SILT FENCE INLET PROTECTION.
. 1/4„ FT. 1/4" Ft. --, 6. ALL STORM DRAINAGE PIPES SHALL BE RCP CLASS III UNLESS
3. ONCE ROADWAYS ARE PAVED, REMOVE SILT FENCE INLET OTHERWISE NOTED ON THE PLANS.
PROTECTION AND INSTALL BLOCK & GRAVEL INLET PROTECTION.
� Z. -THE CONTRACTOR IS SOLELY RESPONSIBLE TO OBTAIN OFF -SITE
V-0" CURB & GUTTER SEE PAVMENT SECTION' A 2, -0" TTER CURB '& GU
` � SPOIL AREAS FOR DISPOSAL 9F EXCESS AND/OR UNSUITABLE
4. INSTALL RIPRAP APRONS. MATERIALS AS NECESSARY. OFF -SITE SPOIL AREAS MUST BE
SUBMITTED TO DESCRIPTION EXISi1NG PROPOSED
SUB HE ENGINEER FOR REVIEW AND APPROVAL 8Y
5. INSTALL PERMANENT SEEDING. APPLICABLE REGULATORY AGENCIES AND PRIOR TO UTILIZATION BY
PUBUC ROAD s
THE CONTRACTOR. NO AREAS DESIGNATED AS WETLANDS WILL BE
PERMITTED FOR USE AS A DISPOSAL SITE. THE CONTRACTOR SHALL
TREEL(NE
TO BE DEDICATED TO THE TOWN OF LELAND
SUBMIT DOCUMENTATION TO THE ENGINEER THAT NO WETLANDS WILL
BE IMPACTED. THE ENGINEER WILL NOT; CONSIDER ANY DELAYS OR
MONETARY CLAIMS OF ANY NATURE RESULTING FROM THE PROPERTY LINE
CONTRACTORS FAILURE OR DIFFICULTY IN FINDING NECESSARY T._._.__.___
DISPOSAL SITES TO MEET THE TIME FRAMES AND CAPACITIES EASEMENT
REQUIRED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PLANS PERMITS EROSION AND SEDIMENT ___..__.:_-- .._ _---___..--_ _ ._ 5
CONTROL MEASURES, CONTOUR LINE
THE ANGLE- FOR GRADED, SLOPES. AND FILLS SHALL BE N0 GREATER. CO ROL ORES,:: ETC. 20.0
THAN THE ANGLE THAT NAN BE RETAINED BY VEGiTAT{VE COVER. OR
-�REQUIRED BY THE APPROPRIATE REGULATORY AGENCIES FOR SPOT ELEVATION
UTILIZING OFF -SITE SPOIL AREAS. THE; CONTRACTOR SHALL CERTIFY '
OTHER ADEQUATE EROSION CONTROL DEVICES OR STRUCTURES. IN
TO THE ENGINEER .THAT ALL REQUIRED PERMITS HAVE BEEN EDGE OF PAVEMENT
ANY EVENT, SLOPES LEF EXPOSED WILL, WITHIN 21 CALENDAR DAYS OBTAINED PRIOR T UTILIZING T - 0 U lLfZI G HE OFF SITE SPOIL AREAS. ALL
OF COMPLETION OF ANY I GRADING, BE PLANTED OR OTHERWISE COSTS- FOR PROCURING AND UTILIZING THE OFF -SITE SPOIL AREAS
15'-6" 15-15" PROVIDED WITH TEMPORARY OR PERMANENT GROUND COVER, DEVISES, ARE TO BE INCIDENTAL TO THE BASE BID: WATER LINE W
OR STRUCTURES SUFFICII� NT TO RESTRAIN EROSION.
i3'-6" 8. APPROVED COVERS TO PREVENT MATERIAL FROM LEAVING THE
FORCE MAIN FM
TRUCKS MUSTBE INSTALLED OVER ALL LOADED TRUCKS HAULING
BORROW, EXCAVATED MATERIAL AND/OR FINE AGGREGATES TO OR
1/4 fT `-- FROM THE PROJECT SITES OVER STATE MAINTAINED ROADS. THE - SANITARY SEWER SS
TRUCKS SHALL BE FULLY COVERED TO PR V PREVENT MATERIAL FROM
> 0"
LEAVING THE TRUCK DURING HAULING. ANY MATERIALS .DELIVERED, STORM DRAIN
�CURB SEE PAVMENT SECTON A '- " TRANSPORTED,M V V 2 o CURB � GUTTER OR REMOVED ED IN UNCOVERED TRUCKS WILL BE
INCORPORATED INTO THE PROJECT OR REMOVED FROM THE SITE
WITH NO ADDITIONAL PAYMENT TO THE CONTRACTOR FOR
SWALE DIRECTION ®o
FURNISHING, REMOVING,
S lNG, REMO G, OR PLACING THE MATERIALS INVOLVED.'•
D
LIMITS OF CONSTRUCTION
LflC
ROAD CSILT "FENCE
2 0
MEDIAN: CURB
..�•;a-CONSTRUMON NOTES SEWER CLEAN OUT
1.5" SF 9.5 A 1. THESE DRAWINGS SHOW INFORMATION OBTAINED FROM THE AVAILABLE RECORDS WATER SERVICE
REGARDING PIPE
S, CONDUITS, TELEPHONE LINES, AND OTHER STRUCTURES AND CONDITIONS
"'1. ' WHICH EXIST ALONG THE LINES OF WORK AND BELOW THE SURFACE OF THE GROUND. THE
OWNER AND ENGINEER DISCLAIM ANY RESPONSIBILITIES FOR THE ACCURACY OR WATER `VALVE
COMPLETENESS ° OF SAID INFORMATION,' AND SUCH INFORMATION 1S BEING SHOWN ONLY FOR
>� THE CONVENIENCE OF THE CONTRACTOR WHO MUST VERIFY THE INFORMATION TO HIS OWN
SURFACE COURSE SF 9.5 A � _ FIRE HYDRANT ASSEMBLY
>� SATISFACTION DURING THE BIDDING AND CONSTRUCTION PHASES. IF THE CONTRACTOR
4" MIN. $ ABC -STONE
= 1NTE MEDIA ECOURSE - 1.5 i 19.o B
RELIES ON SAID INFORMATION, HE DOES SO AT HIS OWN RISK.` THE GIVING OF THE ► i
- n 71 -
INFORMATION ON THE CONTRACT DRAWINGS WILL NOT RELIEVE THE CONTRACTOR OF HIS POWER POLE
- OBLIGATIONS TO SUPPORT AND PROTECT ALL PIPES CONDUITS TELEPHONE LINES AND
oa AGGREGATE _BASE LOURS 1-I I hI I I=I I=LI I=ITT - _ '
(2 I1111 I� I I- i I I_T_I I ICI i
OTHER STRUCTURES, WHETHER ABOVE OR BELOW GRADE.
b UL Q-5I I I-111=111=1 LII i =11`I1- COMPACTED BACKFILL
- - -- - - - - - - SANITARY SEWER MANHOLE
\1<,\X.\\..\X/<\III III= if -III_ 2. SHOULD ANY DAMAGE OCCUR TO EXISTING UTILITIES, IT SHALL BE REPAIRED SOLELY AT
COMPACTED SUBGRADE,
THE CONTRACTORS EXPENSE.
\� /\� /, \ /, \�\� / ATTACHMENT#12
SILT FENCE INLET PROTECTION
3. THE CONTRACTOR- SHALL VERIFY EXISTING INVERTS PRIOR TO CONSTRUCTION OF
,
UNDERGROUND UTILITIES. TEST PITTING OF EXISTING LINES PRIOR TO CONSTRUCTION, IF
NECES A T T E OWNER.
TEE
S RY, SHALL BE COORDINATED WI H H
.`.
HEAVY DUTY ASPHALT
4. THE CONTRACTOR. SHALL 0 NOTIFY TOWN OF .LELAND AND: BRUNSWICK °COUNTY WATER
PAVEMENT SEC'nONH .
TART OF; CONSTRUCTION
. A S PRIOR - TO THE S R AND SEWER DISTRICT 2 WEEK D R CT AT LEAST TWO
LUG
n Man, em Ca Management
PHASES WITH THEM.-
9
AND SHALL COORDINATE .ALL. CONSTRUCTION WASE
Not to Seale NOT TO SCALE. SSC413-2114 Covered Unit:- .
5. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE DRAWINGS,
*tvace t:awsc" CHECK DAM
- PROJECT SPECIFICATIONS, AND LOCAL BUILDING CODES.
..- _
-6 ALL DISTURBED AREAS SHALL BE SMOOTHLY GRADED TO PROMOTE POSITIVE DRAINAGE
( TEMP. CONST. ENTRANCE _ ..
l AND STABILIZED WITH TOPSOIL, SEED, AND MULCH. IF SETTLEMENT OCCURS, TOPSOIL,
- SEEDING, AND MULCH SHALL BE REPEATED UNTIL SETTLEMENT SUBSIDES. (SEE EROSION
AND SEDIMENT CONTROL DETAILS AND SPECIFICATIONS.)
Q3
�_orc oasaiptton tre „ TEMP. SEDIMENT TRAP
cv _- TH THAT WILL PROVIDE `36
ssc�t.rs PpnkCd R.t4F Al xrrf« sTse-7. WATER MAINS WILL $E INSTALLED AT A DEP COVER OVER
q
THE PIPES BELOW PROPOSED GRADE .UNLESS. SHOWN OTHERWISE ON THESE. PLANS OR
u>L:mCzT,ipx:;rwnia DIRECTED OTHERWISE BY THE ENGINEER. ..
SURFACE COURSE SF 9.5 A - TEMPORARY DIVERSION DITCH TDD iDD
8. WHEREVER SEWER' OR WATER MAINS CROSS ONE ANOTHER, A MINIMUM VERTICAL -`
n C\ rn
.. - 8P3 ;OIs en Unit-�-.�_ .- .=�.; CLEARANCE OF 18" SHALL BE PROVIDED BETWEEN THE BOTTOM OF THE WATER PIPE AND
co AGGREGATE BASE COURSE aim-}- - --� "q#Emn THE TOP OF THE SEWER PIPE.
tt •try<n Cm t+xu i � j
».«ws. t"A.y. • Irvc{�utxi coin' i ! j,,�,..-.
iJ� .,,,,,,�.,.� - A,„ t ,; . f_•,�.,'----_ 9. WHEREVER' SEWER OR WATER MAINS: RUN PARALLEL TO .EACH OTHER, A MINIMUM
�\ �\ �; \ \ 3 w.<,<.�an �w� . CagCaPxtge9l C" s,
COMPACTED SUBGRADE,, \ / \ (8imm} ",,�, ,, •co,?A,r1"Ad HORIZONTAL SEPARATION OF 10 SHALL BE PROVIDED, OR 18 VERTICAL SEPARATION
IF NEITHER OF THESE CONDITIONS CAN BE MET, THEN THE SEWER SHALL _BE_CLASS 50`DIP,
MINIMUM OF 50LF.CENTERED OVER THE CROSSING.
-- - BPA-Sion Ilowfl 'en... Price
AP.1414 10. ALL WATER VALVES, , BOXES AND FIRE HYDRANT ASSEMBLES SHALL` BE SET AND
ASPHALT PAVEMENT SEC110N (PARKI . 1 J ":�ru. Uumper4,uY. Cufpetpttadthl b9E3 -
».. FINISHED 3Bimm _, .... ADJUSTED TO F I HEQ GRADE.
} , .«.»�. era:v „ hea!�s(s99n iron
4 lm:6rt+. i:k".Sytlr! -.
Not ,. 11. T OWNER IS RESPONSIBLE FOR THE ACQUISITION OF ALL EASEMENTS BOTH
O t® Scale 15 _ HE L A Q ,
TEMPORARY AND PERMANENT.
12. THE CONTRACTOR SHALL VERIFY HORIZONTAL AND VERTICAL SURVEY_ CONTROL L PRIOR
N
TO STAKING OUT CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE
ATTENTION OF THE ENGINEER PRIOR TO PROCEEDING WITH WORK.
-13. ANY PROPERTY LINE M.ONUMENTATION DISTURBED DURING ` CONSTRUCTION SHALL BE
REPLACED SOLELY AT THE CONTRACTOR'S EXPENSE.
Harris Teeter Site Planning Standards May 2006- Verwon 05,26,06 Page 44
14. THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR ANY DEVIATION FRO
M OM THESE
PLANS. -
- -
S L
tt 1111 4 %-W fjL
44
AV&
C No
o* N4 CM
q SEAL _ 243 North Front Street
22574 Wilmington, North Carolina 28401
Phone: [phone] Fax: [phone]
AA0002667 ' EB0006691
www.mckimcreed.com
WON
Final
TATUS: REVISION
Design
•Released for Constr
uctionc

a
C Q —
_i, DAVlD L. JONES, JR. PLS L-367?,
CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY SUPERVISION 7i�O� �GL`\-Zl�s�" 76
FROM AN ACTUAL SURVEY MADE UNDER: MY SUPERVISION FROM # C
INFORMATION SHOWN IN DEED BOOKS AND (OR) MAPS `Z3
� � �,,� S� N '�� c� AGNOL
REFERENCED ON THIS PLAT; THAT LINES NOT ACTUALLY SURVEYED O"
APPEAR AS BROKEN LINE'S AND WERE PLOTTED FROM INFORMATION va r? �, za GREENS
t4ss
AS NOTED ON THE PLAT; THAT THE RATIO OF PRECISION AS Pooh R
CALCULATED BY LATITUDES AND DEPARTURES WAS GREATER THAN " CA; O D.
s�
1s10A00; THAT THE AREA IS COMPUTED' BY COORDINATE METHOD;
,s 2s om,
THAT THIS PLAT WAS PREPARED IN ACCORDANCE WITH THE E 's ��;i _ ``�--zs
STANDARDS OF PRACTICE FOR LAND SURVEYING IN NORTH CAROLINAAS 1
AMENDED. WITNESS MY ORIGINAL SIGNATURE, LICENSE l < N 17 sss
NUMBER, AND SEAL THIS THE ____ DAY OF
'1A26
AD
e
DAVID L. JONES, JR. G- a
PROFESSIONAL LAND SURVEYOR L-3672
S • O9
VICINITY
h
NOT TO SCALE
1. ALL DISTANCES ARE HORIZONTAL GROUND IN U.S. SURVEY �� -' `O A`Q �6 ���i�
FEET UNLESS OTHERWISE SHOWN. -�6z. /�,Gj Q\�'
Q
2. BEARINGS BASED ON MC 25 PG 191 PER MAP AS PRPARED BY
GO
CAPE FEAR ENGINEERING.
3. REFERENCES: ALTA SURVEY TITLED WATERFORD COMMERCIAL
„HUGHES TRACT„
a• e � �7 �y � ti9 �
4. SURVEYOR HAS MADE NO INVESTIGATION OR INDEPENDENT ryA ti
NTS OF RECORD ENCUMBRANCES, Z
SEARCH FOR EASEMENTS ��
RESTRICTIVE COVENANTS, _OWNERSHIP, TITLE EVIDE
NCE, OR f
ANY OTHER FACTS THAT AN ACCURATEAND CURRENT 11TLE `
EXUM
:SEARCH MAY DISCLOSE. r -F HOLDINGS.- LLC
DB 2308 PG 1967
s. UNDERGROUND UTILITIES ARESHOWN ONLY WHERE ABOVEGROUND o �8 EINGAR TENiHUGHES WATERFORD VENTURE
I
P/N NUMBER 0370005560
SERVICES WERE VISIBLE.
DB 1961 PG 9
.G• � L.�._2; ,ram.
WERE NOT C 7 / 2� N
6. SUBSURFACE AND ENVIRONMENTAL CONDITIONS� � PIN NUMB �•
EXAMINED OR CONSIDERED AS A PART OF TH'S SURVEY. NO
ER 0470003809
l
IS MADE CONCERNING T�1E EXISTENCE OF
STATEMENT t 1
UNDERGROUND OR OVERHEAD CONTAINERS OR FACILITIES s N
THAT MAY AFFECT THE USE OR DEVELOPMENT OF THIS
TRACT.
AREA
28
,? 2 �. `s
R NONEXISTENCE ARE NOT WETLANDS ON 9 s
7. THE EXISTENCE 0 � m N
`' 1 265 � � � • � � trv� �r,
SUBJECT `PROPERTY HAS NOT BEEN DETERMINED BY THIS SURVEY. y , J89 SC�ft.90
8. SUBJECT TO ALL EASEMENTS, RIGHTOFWAYS, AND OR ENCUMBRANCES 1
'
THAT MAY AFFECT THIS PROPERTY.
LECJEND
/ 2B
o _IRS CONTROL POINT' IRON ROD SET-
jj�TBM TEMPORARY BENCH MARK
0 CONCRETE MONUMENT FOUND '��--
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EXUM F HOLDING, LLC c� tg z6
DB 2308 PG 1967 , #
PIN NUMBER 0370005560
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PIN NUMBER 0470003622 ____ — ------ zs _
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WATERFORD MASTER zs__
RESIDENTAIL ASSOCIATION 27
DB 1878 PG 0929 C,t -----2u 26- •O° 26 G .>
V PIN NUMBER 037MA00102 �a 27
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DB 1$78 PG 0929 .o
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(E) PIN NUMBER 0370005014
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DB 1805 PG 0558
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DB 1603 PG 1161
(E) PIN NUMBER 047000 S
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243 North Front Street
Wilmington, North Carolina 28401
Phone: [phone] Fax: [phone]
AA0002667 EB0006691
www:mckimcreed.com
YV R F R V
DATE:
OCT Zoos
SCALE Maw RILE NUMa0R
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DRAWN
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HORIZONTAL: oRnvnHc NUMBER
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VERTICAL:
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r 1 i N40' 51' 01 "E CH=494.38 _ •, /
/ r
r r ( C=510.04 R-591 7
MAP CABINET 25, PAGE 191 V
i r /ell APPROXIMATE LOCATION OF
60 30 0 60 120.ti UTILITY CONNECTIONS FROM
ENGINEERING DESIGN- PLANS
i Al'1'h't XIMAII L0(;A11O1V ,
GRAPHIC SCALE. 1"" _. SO, �' r r �
OA
urILII Y CONNE:`COONS t {.'()M
� r ENGINEERING DESIGN PLANS
Parcel 1
BEGINNING at a point where the northern right of way of US Highway 17 and the eastern right of
•! -" way of Otde Waterford WayIntersect; Thence with the right of wayof Olds Waterford y
ord Wa
N34059'09"W a distance of 46.37 ; Thence N44427125"W a distance of 106.14 ; Thence
N46043129"W a distance of 130.60 ; Thence N34059'50"W a distance of 81.47'• Thence along a �!
curve to the right having a chord bearing of N17015'57"W a chord distance of 194.92' with a radius (1U
5 �.r�,
0
of 320.00' , Thence NO* 27" 5s„ E a distance of 315.82 ,Thence along a curve to the right having a40
chord bearing of N08"03'05"E a
g chord distance of t16,47 with a radius of 600.46, Thence along a
curve to the right having a chord bearing of N22 36'41-E a'chord distance of 14.76 with a radius
of 38.39 , Thence along a curve to the left having a chord bearing of N25 36 55 E a chord
/ 4 distance of 33.21 with a radius of 101.86 , Thence alonga .curve to the right havin a chord
G
g 9
/ bearing of N 0 5 01 a chord
g 4 1 � distance of 494.38 with a radius of 591.47, Thence alort a curve
i� \5 to the left having a chord bearing of N69 58 31 E a chord distance of 38.89 with a radius of
200.00'; Thence,along a curve to the right having a chord bearing of N65027'52"E a chord
/ / r distance of 76.79 with a radius of 200.00, Thence along a curve to the right having a chord
bearing of N78 50 56 E a chord distance of 49.02 with a radius of 606.47 , Thence With a curve to
�. / ®_ • the left having a chord bearing of N63 42 35 E a chord distance of 144.00 with a radius of
~' i 240.00'; Thence leaving said right of way S67°24'2"E a distance of 540,81'• Thence S23°17'35"W
� 0 � g _ g X.
a distance of 124.97; Thence along a curve to thel I eft havIng,a chord bearing of S20"52'01 "W a
chord distance of 244.01' with a radius of 2880.10', Thence along a curve to the right having a
01
�� chord bearing of S28 54 50 W a chord distance of 222.23 with a radius of 600.00, Thence,
A ° / ,' • S50°24'S0"E"a distance of 303.74' to a int in the northern ri ht of wa of US FIi hwa 17• ......
�® Po g Y g Y,
`� X �' Thence with said right of wa ton , ,� g y a g a curve to right a chord bearing of S45 30 5?'W a
chord distance of 574.07' with a radius of 2358,35'; Thence S51'437"W a distance of 101.27;
r ,
•� / rd" , � Thence S54a " 16 61 W a distance of 193.81'; Thence S 55014°3$''W a distance of 114.97' ko the
PLACE AND POINT OF BEGINNING containing 29.05 Acres plus or minus.
, Z
FUTURE
DEVELOPMENT
0
a , NOW OR FORMERLY WDV, "r,
JP.
v 03
_ m
1 1,265,589.894 S.F. 29.053 ACRES
1 � )
IE
r
/ l N ... --�-..a.. `'.......�,�802- ,
RA
a s - CURB & ABANDONED
e
-- _/� / !_ / -�t,(e�.ly •s�,". '-i „e`� , ,,t,-i , . h`0 WE
S E `^''"~--_... •E ,�' �--_
..PTTERJ(TYPiCAL) SEPTICSYSTEM�DA- �A
PG!. jPOW, Nti
F £ - ,ee
5 W
1W
APPROXIMATE LOCATION 0 _ . _
_ _ I t� TL
UTILITY CONNECTIONS FROM `` -.. -.,. "�_ - --� .. ._.. - F -
GINEERING �. _
VE
DESIGN PLANS .�...__.,•.�.., - �'�
SURVEY FOR,
Y Y WATERFORD CtiMMEkCIAL 'HU6111"S TRACT
o
CITY DF E_E LAND, TOWN CREEK TDWNSHIP BRUNSWICK C - --" OUNTY, NORTH CAROLINA'
SURVEYOR'S 9E0E CATION
o,
.h r
0 �,. CFE RI IE ICATION TO, HUGHES BARAN DEVELOPMENT, CHICAGO TITLE COMPANY, WACHOVIA BANK,
/ X NATIONAL ASSOCIATION, ITS SUCESSORS AND ASSIGNS.
r*1�{ I, t. IE.Iv/Atz I) L STOCKS, A .PROFESSIONAL LAND SUf.VEY[lR IN THE STATE. OF NORTH CAROLINA,
/ Z r DU 'HE RLBY CERTIFY TO THE AFORSAID PARTY S, THEIR SUCCESSLIRS AND ASS
IGNS, AS OF THE
/ U, C DATE OF THE: SURVEY; THAT THIS MAP- WAS DRAWN UNDER MY SUPERVISION FROM AN ACTUAL
�+ Z (t) b FIELD SURVEY OF THE TRACT OF LAND DESCRIBED IN ;THIS MAP OR PLAT (THE 'PREMISES*),
N C'D .y _ FUTURE
� O I E URI HE R CERTIFY THAT,
DEVELOPMENT
cJ b' � _
_ IH SURVEY
FORMERLY WDV L C i E. . UR L REFLECTED BY THIS PLAT WAS AL[UALLY MADE UPON THE GROUND A NOW (1R FORME L AND THAT
0 THIS PLAT OF SURVEY WAS MADE AT LEAST- IN AC..URDANCE WI1H THE MIN
55 , .. MINIMUM STANDARDS
S'J „ �+ (.a D E %I ABL.ISHE D BY THE STATE ❑F NORTH- CAROL INA FOR URBAN LAND SURVEYS 4 (CLASS A).
f 1'
14 I ,
97 � � -U � Li IHE_ BEST OF MY KNOWLEDGE,: LXLLf 1 AS :SHOWN, ALL UTIt ITILS-JERVING THE.
•. ' c •A 6 PKRMISE S ENTER THROUGH ADJOINING PUBLIC ST E2EE.T5 AND/OR EASEMENTS OF RECORD ) THAT,
f ~ E XCEPT AS SHOWN, THERE ARE NO VISIBLE. E ASEMt NTS OR RIGHtS F WAY
_ ACROSS SAIII
S DEQ[CATION SS ��
PREMISES! THAT THE PERMISES IS THE SAME AS THE PREMISES DESCRIBED
CF i "ATE OF OWNEj3siIIPN_D 4 '(
rri IN CHICAGt] TITLE
RTIF C 1S 5 " . ,... - -- - - - - _ -• _ _ _ _ � ,� _ L p INSURANCE COMMITMENT REFERENCED ONTHEFACE OF THE SURVEY AND THAT ALL
E WE HEREBY. CERTIFY THAT [ AM (WE ARE) THE I93 'r f '� ` - � - ._ _ _ _ r,
EASEMENTS, COVENANTS AND RESTRICTIONS REFERENCED IN SAID TITLE' COMMITMENT ARE
( ) 91 1 - _ _ - r EASEMENTS OF WHICH THE UNDERSIGNED HAS BEEN ADVISED OR HAS KNOWLEDG
E, OWNERS OF THE PROPERTY SHOWN AND DESCRIBED ,,,�
(} ` -" �" .. PLOTTED HEREON OR OTHERWISE- NOTED AS T THEIR F •HAVE BEEN
HEREON AND THAT I (WE) _HEREBY ADOPT THIS PLAN SS1' n I - -
D EI EFFECT ON THE PREMISES,
CONSENT, OF A SUBDIVISION WITH MY (OUR) OWN FREE CO W ' _ ' - _ -
O j, �. _ _ _ _ _ _ , ..._ _ _ _ ._ _ _ _ _ .� ._ _ _ _. _ - 3. EXCEPT AS SHOWN, THERE ARE NO ENCRflACHMENCS ONTO: ADJOINING PREMISES, STREET R
MINIMUM SETBACK LINES, AND DEDICATE 27
S O
' ALLEYS BY ANY BUILDINGS, STRUCTURES OR OTHER IMPROVEMENTS, AND NO ENCROACHMENTS
ESTABLISH S "�'"--•,,---...--_. _EXISTING P _
BEETS ALLEYS, WALKS, PARKS AND OTHER SITE Q/�Q
ALL STREETS, _ EENCtI SAID PREMISES BY BUILDINGS, STRUCTtJ}zE:S {IR CITHER 1MF'klTVFMENTS SITUATED
TO PUBLIC OR PRIVATE USE AS NOTED. FURTHER I (WE)' "-
���ety�eN�' Ai)-1LIINING PREMISES, ON
CERTIFY THE LAND AS SHOWN HEREON is WITHIN THE �j/+AR
4 ))..: 0♦
JURISDICTION of THE E1RUNsw[CK couNilr, 30
PLATTING JURISQ 57 ...._ ..._._.__. � ---- .° 4 4. LX6LP1 AS SHOWN, NO PART OE [HE PREMISES LIES WI CHIN A ,PE. CIAL. F LOOS HAZARD
NORTH CAROLINA. 07L -=575.
50 R 2358p4 e AuF. A.
.35 4
SEAL �. CHE. E?RF MISES HAS DIRECT PE DE-STRIAN AN11 VL(HICULAR AC(.'[ tiS TO OLDS WATERFDRD
P' L• cc WAY, A PUBLIC STREET OF HIGHWAY
OWNER
U>� III GFI A Y 17 � 7�0 CID
THIS SURVEY CREATES A SUBDIVISION OF LAND WITHIN �'$' Q �ti.
THE AREA OFA'COUNTY THAT HAS AN ORDINANCE PUBLIC RIGHT-OF-WAY) . Sul ;Q. G
THAT REGULATES PARCELS OF LAND.
03
g S HIWAKD E GS COCKS, f'.L.S. All .•
LI(:I. NSE NU. L 4250
DATE
HOWARD E. STOCKS, P.L.S. L--4250 STATE CIE' NORTH CAROLINA
CUkvE TABLE: _ - -
CURVE
LENGTH
HALAUS
CHORD
CHORD ^ DIRECTION
C 1
116.66
606..46
116,47
SO6-03'05V
C2
14.84
39.39
14.76
S22'36'41 "W
C3
33.36
101.86
33.21
N25'36'55 "E
C4
38.95
200.00
38.89
N59'58'31 'E
C5
77.27
200.00
76.79
S65'27'52"W'
S78*50'56"W v
- C6
49.031
606.47
49.02
•VA
VIC lINII 7 -MAP
NOT TO SCALE
0
REBAR SET QD WATER METER
e
PK NAIL SET WATER VALVE
z
1IGHT POLE Ic ROAD SIGN
POWER POLE ( MANHOLE
(1) -
ELECTRICAL STUB OUT
(D
FIBER OPTIC PEDESTAL
ELECTRICAL BOX
i!»:51
FLECTRICAL TRANSFORMER
V
CABLE TV PEDESTAL -
FLARED END SECTION
-+
FIRE HYDRANT
-
EXISTING' FENCE -
d
EXISTING STORM DRAIN BOX -
-
EXISTING WATERLINE
EXISTING SANITARY SEWER MANHOLE
- - -
EXISTING STORM DRAIN LINE
1. ALL DISTANCES ARE GROUND HORIZONTAL & IN
FEET, UNLESS OTHERWISE NOTED,
2. REBAR SET AT ALL LOCATION CORNERS UNLESS
OTHERWISE NOTED.
3. THIS PROPERTY IS NOT LOCATED IN FLOOD ZONE
"C." - AN AREA OF MINIMAL FLOODING PER F..E.M.A.
PANEL 370295 0130 C. REVISED MAY, 1986.
4. SURVEY REFERENCE(S).
MAP CABINET 23, PAGE 463
DEED BOOK 160, PAGE 5
DEED BOOK'1683, PAGE 1026
DEED BOOK';1485, PAGE 658
DEED BOOK 1564, PAGE 82
DEED BOOK 1603, PAGE 1166
DEED BOOK`1603, PAGE 1173'
DEED BOOK 1617,-PAGE 880
5. AREAS CALCULATED 13Y COORDINATE METHOD.
i.I V REV ,Y
B �:.. � C• �
D ATF
OWNER:
WDV,
LLC
P.O. Box 1967
Wilmington, N.0 , 284.02
(C31 U j _3U2-325 _
011
CAPE FEAR
Engineering.
Is 1 P0016 ft &dim 100
Belwfle, NC 2MI
TEL (910) 38 i-10"
FAX (910) $03 r045
www.capefeareng.com
"RAWN RLE W:5 PC< .JECT
< C0 19
tiE'E-'1'.ov I; 1I;, roci,"`:., i;5'rt 0: DEC ;3
ALTA/AGSM SURVEY FOR:
HUGH SARAN DEVELOPMENT
WATERFORD COMMERCIAL
HUGHES TRACT
FR03ECT HUMk3ER SHEET NUMBER
� 1

SITE CALCULATIONS
!TOTAL AREA
IMPERVIOUS AREA
TOTAL PROPERTY AREA:!
29.05 AC
i
24.70 AC
85.0%
M_ SHOPPING CENTER PARCEL f_w.
~N 2.61 AC
2.22 AC
_ 85.0%
PARKING
6.00 AC
5.10 AC
85.0%
ROADS I
2.59 AC
2.20 AC
85.0%
SIDEWALKS 3
0.34 AC
1
0.29 AC
1 85.0%
OUTPARCEL-1.
1.50 AC
t
1.28 AC
85.0%
OUTPARCEL-2:1
1.48 AC
?
1.26 AC
1 85.0%
OU TPAR CEL 3
1 49 AC
1.27 AC
85.0%
--4:-4. f
1.53 AC
1.30 AC
85.0%
OUTPARCEL-J: _
1.50 AC
1 28 AC
85 0%
__..
....... ... _...._ ..__ _:.._ __..._......._.
OUTPARCEL-6: !
10.02 AC
_......_
8.51 AC
.._....
85.0%
OVERALL PROPERTY:'
29.05 AC
,
24.70 AC
85.0%
z
ROAD A (FT)
844
,
ROAD B (171)
1,156
ROAD C (FT)
961
TOTAL ROAD LENGTH (FT):
2,961
;
RSECTIONS RECOMMENDATIONS
NCDOT INTE
TO BE COMPLETED BY OTHERS
STANTEC CONSULTING SERVICES, INC
EXISTING DRIVEWAY,
i - ® _
J.\ OLDE WATERFORD _WAY AND DRIVEWAY1
1. W8-65 TRUCK PATH \ \
T - IN
CROSS WALK (TYP.} ` INTERSECTION, THE TIA PROPOSES A LEFT IN RIGHT -IN
j
FOR THIS INTERSEC j
/ 1
120} O 60 120 - 1 1 ELECTRICAL RIGHT -OUT SIGNALIZED INTERSECTION WITH A NORTHBOUND QUEUE
® BASED
ON
QUEUING ON US i 7. B
1 / N LOOP TO PREVENT Q E
1. 1. TRANSFORMER DETECTION 1
®� 1 1 RECOMMEND
1 �- DISCUSSIONS WITH THE DIVISION OFFICE, WE ALSO
� �. � DlSCU
A 1 =6O Horiz. 1 1 3s -
SCALE: ( ) '--- DETECTOR DOWNSTREAM OF THE ' INTERSECTION
50UTHBOUND QUEUE
1. E BUF
FER FER
, 2 LAN
DSCAPE
S CAP
TYPE 1 2 2 D
1. 1 WOULD
THE INTERSECTION. THIS
� l � TO PREVENT THROUGH
PROVIDE THE RIGHT-OF-WAY TO THE NORTHBOUND LEFT TURNS:.
1 \_
BEFORE QUEUING FROM THE
WATERFORD WAY US 17 INTERSECTION
HIS
� . � - •. EXTENDS BEYOND THE INTERSECTION. WE RECOMMEND THAT T
EXTEN
s F. EXIT DOOR
INTERSECTION BE -MONITORED, AND IF SAFETY ISSUES ARISE,- THE
UT A'
TRASH ". � , _ LEFT -OVER SHOULD BE REMOVED. ADDITIONAL IMPROVEMENTS MAY...
•L � p �, � 0 A1
--
FACTOR BE REQUIRED AT DRIVEWAY #2 IF THE LEFT --OVER IS REMOVED IN THE -
1 P k
1 true
G _ of T PROVIDE A
fo
�, 75 FUTURE. WE WITH RECOMMENDATION O
�p �- RETAINING WALL EXIT DOOR
� - � MINIMUM OF 200 FEET OF STORAGE FOR THE EXCLUSIVE NORTHBOUND
LEFT -TURN LANE. WE RECOMMEND PROVIDING A 'MINIMUM OF 200'
i Q
- �--- F STORAGE FOR THE "EXCLUSIVE NORTHBOUND RIGHT TURN
EMPLOYEE PARKING FEET 0
HARRIS TEETER 9 � LANE.
i ♦ 1 ��` �1 L �� ... GREASE TRAP ,
2000GALLON) OLDE 'WATERFORD WAY AND --DRIVEWAY2
t
EXIT DOOR GAS METER
��-��� ���� e
FULL ACCESS � .��. _ -� •lam- �1. 1. t HARRIS 12' X 25' LOADING ZONE THE TIA RECOMMENDS A NORTHBOUND EXCLUSIVE LEFT --TURN LANE, A
SIGNALIZED �� �� ��F't� ���ti TEETER SHARED THROUGH AND RIGHT -TURN LANE, AND AN EXCLUSIVE
INTERSECTION t~ `� �1� �� `� / i RIGHT -TURN LANE FOR THIS INTERSECTION. BASED ON LOW TURNING
EXPANSION HARRIS TEETER VOLUMES OF APPROXIMATELY 160 VEHICLES, A SINGLE RIGHT.. -TURN
AREA 48,706 SF 1 LANE WILL ADEQUATELY SERVICE THE PROJECTED TRAFFIC. ALSO, A
10 . 0 QUMPSTER I?Ab
SIGNAL AT THIS INTERSECTION WOULD BENEFIT FROM A RIGHT -TURN
�ti / 1TH SCREENI G 1 OVERLAP PHASE. DUE TO CONCERNS ABOUT THE OPERATIONAL ISSUE
_\ t
\ i 1 f H AND RIGHT LANE PLUS EXCLUSIVE
DRIVE AY 2 i i 11 �1 L� `ti `Z EMPLOYEE PARKING 4, aC SF OF THE SHARED THROUGH A ,
# ; �� 1 l RIGHT -TURN LANE CONFIGURATION, WE DO : NOT BELIEVE DUAL
RE RIGHT -TURN LANES ARE NEEDED. THEREFORE WE RECOMMEND AND
Y ER i ' -�� '�. -L�- ��. � _
1 _ `� 1 ,, ' VE
� �\ .�1�-.`•��• 12, X ,' 2, 665 S 4,
EXCLUSIVELEFT-TURN LANE, A THROUGH LANE, AND AN EXCLUSI
00 SF RIGHT -TURN LANE FOR THE NORTHBOUND APPROACH. WE
LOA
' RECOMMEND PROVIDING A MINIMUM OF 100 FEET OF STORAGE FOR
l / , G'
THE EXCLUSIVE NORTHBOUND LEFT -TURN LANE. WE RECOMMEND
PROVIDING A MINIMUM_ OF 150 FEET OF STORAGE FOR THE
r NORTHBOUND RIGHT -TURN LANE. WE RECOMMEND PROVIDING A
AVEMENT
FLUSH WnT� p MINIMUM OF 300 FEET OF STORAGE FOR THE EXCLUSIVE WESTBOUND
/ p p SIDEWA
® PARCEL L 6 LANES. WE RECOMMEND -PROVIDING `A MINIMUM OF
/ O -+�- OUT PAR DUAL LEFT TURN A
6 W
150 FEET OF STORAGE FOR THE SORTHBOUND LEFT -TURN LANE.
FUTURE COMMERCIAL
ON AN INDEPENDENT REVIEW, WE EVALUATED
LUATED ASINGLE-LANE
.NOTES
J O PV Sa° VOLUMES
RRALS DEVELOPMENT
i \o -ROUNDABOUT FOR THIS LOCATION. BASED ON THE OL
CART C07AILS
1 � ,._ .:
ZONING C-2 E DE PRESENTED IN THE TIA, ASINGLE-LANENINE PERCENT :. ROUNDABOUT CAN HANDLE
- -
c - £NT UNIFORM GROWTH OF TRAFFIC
� � O. O � ACRES I t E S AN ADDITIONAL THIRTY
_ ES _t
PRINCIPAL USAGE RETAIL SAL J
6
- 5 .,: VOLUMES FROM THE PHASE 1 TRAFFIC PROJECTIONS. A ROUNDABOUT
t ,
REQUIREMENTS
a HELP SAFELY- SERVICE ANY U-TURNS IN THIS
BUILDING HEIGHT Q
20 AT THIS LOCATION COLD
0 Ass O' 25- MAINTENANCE COSTS DUE NOT
MAX 35
cART c 2 AREA, AS WELL AS .CUT DAWN ON .
E DETAILS
T- THAT A
PROPOSED 3 5
.:::. INCORPORATING A TRAFFIC ::SIGNAL. WE SUGGEST
1 :, ... _ . �_:: SINGLE--LANE-ROUNDABOUT BE CONSIDERED FOR THIS LOCATION.
I
BUILDING SETBACKS ,.,, .,.
BUILDING
SET BACK REQUIREMENTS- \ � :`
TYP.
, I :
'i
- � . ,. .-.; •, :�': D NATHAN K.-PHlLLIPS P.E.,_
FRONT YARD 25
FR .�' RECOMMEDE
REA
R YAR
D 2 0-
t , ... � ,.:. - PLAN REVIEW ENGINEER
..:, 4 ...
19 ;. NCDOT CONGESTION MANAGEMENT
AGEMENT SECTION
SIDE YARD7.5 CROSS WALK (TYP.)
DATED: OCTOBER 24, 2005
1
S
TS
KING RE UIREMEN \
OF
F STREET PAR Q
1
, 1 '>
9 _ WIDE x 18 LONG
SPACE SIZE
SPA
PARCEL_ 5
• OUT
'a SHOWN PERMISSIBLE. >.
AREA ' -•� 10'X 20' DUMPSTER PAD
I BUILDING ♦ 6
WITH SCREENING
- 1.5 ACRESAl
• � •., _ ��----'
FUTURE DEVELOPMENT
\ <•,
_ LCONCRE-TE
5 MONOt;ITHIC _-----`"
AND
t
DRIVEWAY #1 s
FUTURE 9
BY OTHERS.-
`'� .,,. .� :. • PROPOSED RETAIL
.._... . SF `�- GENERAL NOTES:
6 9 1� 1000 t CONCRETE VALLEY
GUTTER TING -WATER AND SEWER INFORMATION FROM THE NORTH`
.. ---% BRUN5WlCK WATER AND .SEWER.. AUTHORITY.
.....RIG �```' - . _•------ :.., s..: _ ,,.. ,
-/
{11 BARRICADE UNLESS OTHERWISE
-..� • .::,,- ,, TYPE � __2. ALL DIMENSIONS ARE TO BACK OF CURB U L
RIGHT CST ""'�._
ONLY..
_ NOTED.
_3. ALL RADII ARE FOR _BACK ° OF CURB
N I -/\
M TOWN OF LELANd
u CONSTRUCTED TRUCTED TO THE 4._ UTILITIES TO BE 0 S
SPECIFICATIONS.
7 , .... .
--r AND
SHALL L BE CONSTRUCTED
5. HANDICAP SPACES AND -RAMPS H L
\ MARKED ACCORDING TO NORTH C.AROLINA BUILDING CODE.
$E
i ----- - PUBLIC
t
f Ui�iCi /� ADOORS ACCORDING TO ADA FOR HANDICAP ACCESS SHALL...
i .. PROVIDED..
'---�._
6. ALL RUNOFF FROM EXISTING AND PROPOSED IMPERVIOUS AREAS
: ..
ON THIS PROPERTY SHALL BE DIRECTED TO FLOW TO THE STORM
7 UT -PARCEL' 1 / -_ - _ _ _ ---- WATER SYSTEM. _
O i
PERMISSIBLE / _ .. SHEET 5 FOR MUTC SIGN DETAILS.
SHOWN FERMI /
7. SEE
BUILDING AREA J J / ---� I -- .. _ . _ ..
� / - - `� 8. SEE- ARCHITECTS' PLANS FOR ALL DIMENSIONS OF THE'`HARRlS
1.5 ACRES I I TEETER BUILDING AND RETAIL SHOPS.
-- I
FUTURE DEVELOPMENT t BUILD,NG SETBACKS.
, 9. THERE ARE NO HISTORICAL SITES THAT ARE LISTED NTH THE
7 � 1 I
J I l I U.S. DEPARTMENT OF INTERIOR NATIONAL REGISTER OF HISTORIC
OUT -PARCEL 2
l _ / (TYP.) PLACES ON THIS '= PROJECT.
SHOWN PERMISSIBLE i I ' 1 10.THERE ARE NO WETLANDS IDENTIFIED ON THIS PROJECT
.i I
BUILDING AREA ACCORDING TO USAGE.
i I � : ACRES OUT -PARCEL 3 •
i /I 1.4$ ' ' SHOWN PERMISSIBLE
/ 20' BILLS AD FUTURE QEVELOPMENT BUILDING AREA I I
OUT -PARCEL 4 PARKING FACILITY DESIGN NOTES:
J -L
SIGN 1.49 ACRES SHOWN PERMISSIBLE
LANE ARROWS SHALL ; BE
EASEME�� I- BUILDING :AREA 1. ALL PARKING STALL MARKINGS `AND. L__
N
� � FUTURE DEVELOPMENT I !
1.53 ACRES WHITE.
/ - DEVELOPMENT 2. ALL OTHER PAVEMENT MARKINGS, SIGNS OR OTHER TRAFFIC
FUTURE QEVELO
FORM TO THE LATEST EDITION
CONTROL DEVICES SHALL CON
�.._ • _ - - AND/OR INTERPRETATION- OF THE MANUAL ON UNIFORM TRAFFIC
-•. I
CONTROL DEVICES
MUTCD
--.
ALLOWED ADJACENT. TO A _PARKING 3. NO OBSTRUCTIONS WILL BE _
_ '
STALL WHICH WOULD PREVENT SAFE INGRESS AND EGRESS FROM
A PARKED VEHICLE.
� .. - - 4. PARKING IN FIRE LANES AND IN NON --RESIDENTIAL DRIVEWAYS
a
EXISTING STORMWATER
�, SHALL BE PREVENTED BY STANDARD SIGNS AND AS NEEDED BY
�, - • . _ _ POND
I --I L .. __ PORTABLE BARRICADES.
.- 5. -SEE SHEET 5 FOR PARKING LOT LAYOUT DIMENSIONS.
' 1�
to
©
N
r
3
v
a
cNc-
C
SUBMIT TO NCDENR
11/14/06
Q B
RESUBMITTAL FOR PLANNING BOARD APPROVAL
11/14/06
A
SUBMIT TO TOM OF LELAND TRC REVID,
10/10/06
o RMN10.
DESCRIPTIONS
- DA?E
9 REVISIONS
G�et
AL
�
I
`
SEAL
22574
r
'.�%
�GI N�` w �•
WATERFORD
DATE:
OCT 2006
MW, FlLE NUMBER
SCALE s11
COMMERCIAL VEL1 E1 V T
MCE PROJ. #
DRAWN
04628-0001
BCE
HORIZONTAL: DRAWING NUMBER
j,,,� (� f� 1 J�
L LAND, N ORT! 4 C AR O N A
NORTH
DESIGNED
BCE
1" = 60'
VERTICAL:
CHECKED
RMC
PROD. N1GR.
RMC
NA
SITE PLAN
STATUS:.- Final
e{ n REVI�ON
®ne
NotReleased
for
ruction

11
I
a
0
N
C
e
PROPERTY _
_ BOUNDARY
D A-- P 0 N D
8+14
00
120' 0 60' 120'
SCALE: 1 =60' (HoriZ.) / ��\ �� `� ��t �� - 75-100t trucks
t �
Ids
1,
1 -
- e
IA
UK
e
DA PO�x
�D 1
e � -
oop
1p
r
.► /f .,
i
1 DA POND 1
--
1 i
AREA 11.66 AC
I l
— _ ._...._.._
_
DA POND 8. 14
1 I AREA --17.39 AC
_ 1 l I 1
S L
Nf M&CMED
4
SEAL: ='
243 North Front Street
22574 Wilmington, North Carolina 28401
Phone. [phone] , Fax: [phone]
AA0002667 EB0006691
www.mckimcreed.com_
ATERF R
YY1
DATE:
OCT 2006
SCALE Ma�C FIEN�UM BER
""� it
COMMERCIAL, D V LOP EI V T
MCE PROJ. #
DRAWN
04628-0001
BCE
HORIZONTAL: oaAWNG NUMB
{ /� t ''(
L.ELA V D, NORTH CAR OLI 1 V
TEStiG"ED
lace
1" = 60`
VERTICAL:
CHECKED
RMC
PROD. MGR.
RMC
NA
DRAINAGE AREA MAP
STATUS: anal
`
emiKE�ns�GN
Cons ruction
Not Released
for

z:
41
EXISTING DRIVEWAY
7
V
N, ELECTRICAL
TRANSFORMER
22' TYPE 2 LANDSCAPE BUFFER
-\V
0,
120' .0
60' 120'
loom w 01 ...X..
E E all TOM-ATED-J.
SCALE: 1"=60' (Horiz.)
'c)�y
.00, N
EXIT DOOR
EMPLOYEE PARKING
e HARRIS T ETER 9 LEGEND
Q) GREASE AP
FULL ACCESS EXIT DOOR co GAS ETER 9 ......
SIGNALIZED HARRI
12' X 25' LOADING ZONE ........
................ HEAVY DUTY PAVEMENT SECTIONS
I IN/ TEETE .........................
INTERSECT 0
EXPANSI N
' UMP -TER-'�
''-D". EA HARRIS TEETER
AR
'N
48,706 SF
DRIVE AY #2 EMPLOYEE PARKING
() SF
%
0
ER
R28'
2,665 S
F
7
oZ
%
7
FUTURE COMMERCIAL
-101' s DEVELOPMENT
100.
ro
N75'
s zu
s
7BUILDING SETBACKS
(TYP.)
R,3
370-
19
OUT —PARCEL 5
'SHOWN PERMISSIBLE
BUILDING AREA
1.5 ACRES _v ..
n
FUTURE DEVELOPMENT
DUMPSTER PAD
WITH SCREENING
CA
DRIVEWAY #1
FUTURE
BY OTHERS
SED R TAIL
PROPO
12,000 S
QEbJERAL MTE�:
2' CONCRETE VALLY
GU
TTER "_a 00 1. EXISTING WATER AND SEWER INFORMATION FROM THE NORTH
BRUNSWCK WATER AND SEWER AUTHORITY.
TYPE III BARRICADE 2. ALL DIMENSIONS ARE TO BACK OF CURB UNLESS OTHERWISE
..........
Oil NOTED.
..................... 3. ALL RADII ARE FOR BACK OF CURB
..............
TIONS.
4. UTILITIES TO BE CONSTRUCTED TO THE TOWN OF LELAND
SPECIFICA
j 5. HANDICAP SPACES AND RAMPS SHALL BE CONSTRUCTED AND
. . . . ... . . .. .
MARKED ACCORDING TO NORTH CAROLINA BUILDING CODE.
DOORS ACCORDING TO ADA FOR HANDICAP ACCESS SHALL BE
.j —.07
r
PROVIDED.
OUT —PARCEL 1 6. ALL RUNOFF FROM EXIS11NG AND PROPOSED IMPERVIOUS AREAS
SHOWN PERMISSIB E ON THIS PROPERTY SHALL BE DIRECTED TO FLOW TO THE STORM
WATER SYSTEM.
BUILDING AREA 7 SEE SHEET 5 FOR MUTC SIGN DETAILS.
1.5 �ACRES j
8. SEE ARCHITECTS PLANS FOR ALL DIMENSIONS OF THE HARRIS
FUTURE DEVELOPM T
TEETER BUILDING AND RETAIL SHOPS.
j BUILDING SETBACKS 9. THERE ARE NO HISTORICAL SITES THAT ARE LISTED NTH THE
33,
OUT —PARCEL 2 -229' (TYP.) U.S. DEPARTMENT OF INTERIOR NATIONAL REGISTER OF HISTORIC
SHOWN PERMISSI LE PLACES ON THIS PROJECT.
BUILDING ARE
OU —PARCEL 3 10.THERE ARE NO WETLANDS IDENTIFIED ON THIS PROJECT
1.48 ACRES OU ACCORDING TO USACE.
20 BIJ AD FUTURE DEVELO MENT SHO� PERMISSIBLE
B LDING AREA
SIGN 0 T—PARCEL 4
EASEM 49 ACRES SHO N PERMISSIBLE PARKING FACILITY 12ESIGL4 NOIE5:
-1 if if I FUTU E DEVELOPMENT B ILDING AREA
1. ALL PARKING STALL MARKINGS AND LANE ARROWS SHALL BE
.53 ACRES WHITE.
FUTU E DEVELOPMENT
2. ALL OTHER PAVEMENT MARKINGS, SIGNS OR OTHER TRAFFIC
CONTROL DEVICES SHALL CONFORM TO THE LATEST EDITION
AND/OR INTERPRETATION OF THE MANUAL ON UNIFORM TRAFFIC
3. NO OBSTRUCTIONS WILL BE ALLOWED ADJACENT TO A PARKING
_j
STALL WHICH WOULD PREVENT SAFE INGRESS AND EGRESS FROM
A PARKED VEHICLE.
G>
in EXISTING STORMWATER 4. PARKING IN FIRE LANES AND IN NON—RESIDENTIAL DRIVEWAYS
'I/QHWA r POND SHALL BE PREVENTED BY STANDARD SIGNS AND AS NEEDED BY
17
PORTABLE BARRICADES.
N 5. SEE SHEET 5 FOR PARKING LOT LAYOUT DIMENSIONS.
N
UK Mir -1 M&C FILE NUMBER
a AM EVIN M- a N DATE: OCT 2006
SCALE
co CAR, H L WATER Fu` RrD"
AdIFIV]& man Mo -0001 CS-102
a A& A MCE PRO3. M28
HORIZONTAL -
DRAWING NUMBER
co ERCIAL DVELOPMEL'T
MM IN DRAWN BCE
A L I L 1" = 60'
NfM & CRaD
.01 DESIGNED E
an AN N K
22574 CHECKED RMC VERTICAL:
5
Wilmington, North Carolina 28401
E L : L I 'R LEL Df '01"TH CAROLI"A BC
243 North Front Street
:N NA
c SUBMIT TO NCDENR PROJ. IVIGR. RMC
2 - 11/14/06 4�
a Phone: [phone] Fax: [phone]
8 RESUBMITTAL. FOR PLANNING BOARD APPROVAL %_ 9 %_
11/14/06
A SUBMIT TO TOWN OF LELAND TRC REVIEW AA0002567 EB0006691
0/0 D us,
6 A %,10%1 IT REVISION
10/1 SITE LA Y UU TATUS:
C, IREV.N0.
IDESIMIPTIONS
C3 DATE Final D w
RF IONS www.mckimcreed.com r ce 3 uctionc
ot Released fo ons r
. ......... ----- ---- ---

2 AA
EILIZED
8TAGE 1 QQR8TRUC11ON SEOUENCE qZNSTR N_
I �_' TEMPORARY 8EEDING
120' 0 60' ENCE
1. ESTABLISH LIMITS OF CONSTRUCTION. 120'
2. INSTALL SILT FENCE INLET PROTECTION TO EXISTING STORM SCALE: 1"=60' (Horiz.)
DRAINAGE SYSTEM INSTAI I (-,II T FFKI(-;:- Aq NIOTP7n r)t\l IDI ANICZ
GRASS TYPE
AMOUNT
1000 S.�
TIME OF
SEEDING
INITIAL
RYE GRAIN
1-2 LBS.
NOV. THRU JAN.
25 LBS. 10-10-10
BROWNTOP MILLET
1-2 LBS.
JUNETHRU AUG.
25 LBS. 10-10-10
ADDITIONAL SILT FENCE MAYBE REQUIRED. NO,
0 FER"ENT SEEDING
3. INSTALL GRAVEL CONSTRUCTION ENTRANCES AS SHOWN ON
PLANS. CONTRACTOR SHALL MAI,NTAIN A SUFFICIENT GRAVEL
ENTRANCE UNTIL FINAL SUBGRADE IS ESTABLISHED. IF DIRT/MUD /A
ON THE ROAD BECOMES AND ISSUE, THEN A WASHRACK WILL NEED GE
TO BE INSTALLED.
GRASS TYPE
AMOUN
1000 ST�
TIME OF
SEEDING
INITIAL
BERMUDA, COMMON
1-2 LBS.
APRIL THRU JUNE
25 LBS.10-10-10
FESCUE, TALL
(KENTUCKY 31)
5-7 LBS.
JUNE THRU AUG-
, FEB. THRU OCT.
25 LBS. 10-10-10
I I
SERICEA
..LESPEDEZA (SLOPES)i
1-2 LBS.
MARCH THRU APRIL
I
25 LBS. 10-10-10
I I
't. DF-k-71IN kLr_/-\MIINk.7 /AINU Q7Ktjt:5t5II\4k.2 IIHII\4 LIIVIII�).
'00'
ROCK CK DAM
5. INSTALL TEMPORARY DIVERSION DITCHES, SEDIMENT TRAPS, IDD 1 SEEDBED PREPARATION
SEDIMENT BASIN AND TEMPORARY SEEDING. -
EXIT DOOR. 1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER
6. STRIP 6" OF TOPSOIL. TTDMATED TRASH ADVERSE SOIL CONDITIONS, IF AVAILABLE.
COMPACTOR foot trucks 2. RIP THE ENTRANCE AREA TO 6 INCHES DEPTH.
1�6N 75-
STAGE 2 CONSTRUMION SEOUENCE T DOOR 3. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING
SURFACE REASONABLY SMOOTH AND UNIFORM.
1. REMOVE EXISTING STORM DRAINAGE SYSTEM AS NOTED. INSTALL
PROPOSED STORM DRAINAGE SYSTEM. loe ROCK ECK DAM 4. APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPER PHOSPHATE
HARRIS TEETER UNIFORMLY AND MIX WITH SOIL (SEE BELLOW).
GREASE TRAP LIMITS OF
2. INSTALL SILT FENCE INLET PROTECTION. ONSTRUCTION 5. CONTINUE TILLAGE UNTIL A WELL - PULVERIZED, FIRM, REASONABLY
UNIFORM SEEDBED IS PREPARED 4 TO 6 INCHES DEEP.
3. ONCE ROADWAYS ARE PAVED, REMOVE SILT FENCE INLET GAS METER
PROTECTION AND INSTALL BLOCK & GRAVEL INLET PROTECTION. TDD,1 I HARRIS 6. S7ED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY
TEMPORARY1 TEETER WITH SEEDING EQUIPMENT OR, CULTIPACK AFTER SEEDING.
DIVERSION 1
4. INSTALL RIPRAP APRONS. EXPANSION 7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
DITCH AREA HARRIS TEETER
5. INSTALL PERMANENT SEEDING. 48J�QB_,�F 8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR
RESEEDINGS WITHIN THE PLANTING SEASON, IF POSSIBLE. IF STAND
SHOULD BE OVER 60% DAMAGED, REESTABLISH FOLLOWING ORIGINAL
.____�IOUGH GRADED - D 20' LIME, FERTILIZER AND SEEDING RATES.
STABILIZEEY ELEVATION 29.5'
C ST%C�ION L00-w==Lo0=w==L00=,w=L0 9. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT AND
-57= E RAt CE
NO"M WA T CE FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED.
APPLY' AGRICULTURAL LIMESTONE - 2 TONS/ACRE
THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE NO GREATER
FERTILIZER - 1000 LIBS/ACRE (10-10-10)
THAN THE ANGLE THAT CAN BE RETAINED BY VEGITATIVE COVER OR
OTHER ADEQUATE EROSION CONTROL DEVICES OR STRUCTURES. IN SUPER PHOSPHATE - 500 LBS/ACRE (207.)
MULCH - 2 TONS/ACRE (SMALL GRAIN STRAW)
ANY EVENT, SLOPES LEFT EXPOSED WILL, WITHIN 21 CALENDAR DAYS ANCHOR - ASPHALT EMULSION AT 450 GAL
OF COMPLETION OF ANY GRADING, BE PLANTED OR OTHERWISE
PROVIDED WITH TEMPORARY OR PERMANENT GROUND COVER, DEVISES, SILTFENCE
OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION.
EROSION CONMOL NOTE8
POTENTIAL 1. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A
STOCKPILE AREA VIOLATION OF THE NCDENR DLQ EROSION CONTROL ORDINANCE AND IS
SUBJECT TO A FINE. LIMITS OF CONSTRUCTION = 15.81 ACRES.
2. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION
CONTROL PLAN IS A VIOLATION OF THE NCDENER DLQ EROSION
SILT 6 CONTROL ORDINANCE AND IS SUBJECT TO A FINE.
FENC 3. STABILIZATION IS THE BEST FORM OF EROSION CONTROL. TEMPORARY
/ I I I I SEEDING IS NECESSARY TO ACHIEVE EROSION CONTROL ON LARGE
nc DENUDED AREAS AND ESPECIALLY WHEN SPECIFICALLY REQUIRED AS
PART OF THE CONSTRUCTION SEQUENCE SHOWN ON THE PLAN. ALL
GRADED SLOPES MUST BE SEEDED AND MULCHED WITHIN 15 DAYS OF
COMPLE11ON OF GRADING. STABIUZE AREAS OTHER THAN SLOPES WITHIN
B 30 WORKING DAYS OR 120 CALENDAR DAYS, WHICHEVER IS SHORTER.
OUT -PARCEL 5 18 4. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE
SHOWN PERMISSIBLE 28 18
BUILDING AREA 1B REQUIRED BY A REPRESENTATIVE OF THE NCDENER DLQ ENGINEERING
DEPARTMENT.
N 9
1.5 ACRES
5. SLOPES SHALL BE GRADED NO STEEPER THAN 3: 1.
N 6. ADDITIONAL DEVICES MAY BE REQUIRED AS AGREED UPON BY THE
FIELD INSPECTOR, ENGINEER, AND OWNER.
27 W000001 7. IF ACTIVE CONSTRUCTION CEASES IN ANY AREA FOR MORE THAN 30
L DAYS, ALL DISTURBED AREAS MUST BE SEEDED, MULCHED, AND TACKED
0 CTKM UNLESS WRITTEN APPROVAL IS GRANTED BY THE EROSION CONTROL
STABILIZED ROUGH GRADED PAD 3 OFFICER.
CONSTRUCTION ELEVATION - 28.0' TEMP R
ENTRANCE w DIVERSION 8. FOLLOWING EVERY RAINFALL EVENT, CONTRACTOR SHALL INSPECT AND
REPAIR, AS NECESSARY, ALL DAMAGED EROSION CONTROL MEASURES.
DITCH
PROPOSED RETAIL
10 12,000 SF
27-
I �& N It
`QZ BUILDING SETBAC ROCK ECK DAM MOSION CONTROL MAINTENANCE PLAN
17 (TYP.)
ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR
STABILITY AND OPERATION FOLLOWING EVERY RUNOFF PRODUCING
RAINFALL BUT IN NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED
INLET PRO ION
------- REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS
on - � _�_; 1� DESIGNED.
TDD L00wwM____U_
D A
TEMrOR RY
2. THE SEDIMENT TRAPS SHALL BE CLEANED OUT WHEN 1/2 FULL. GRAVEL
Dly'ERS)ON 5
27- WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LONGER
jDITCH DRAINS PROPERLY.
ROCK 3. SEDIMENI WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN
OUT-PARCEL1 j LIMITS OF IT BECOMES ABOUT 0.5 FEET DEEP AT THE FENCE. THE SEDIMENT
CHECK' FENCE WILL BE REPAIRED OR REPLACED AS NECESSARY TO MAINTAIN A
CONSTRUCTION
SHOWN PERMISSIBLE 7 BARRIER.
DAM
BUILDING AREA ===ND01 4
I I ­ .. 11 REMOVE EXISTING ALL AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND
ECK MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO
j ROCK
1.5 ACRES I
DRAINAGE PIPE MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER.
DAM TEMPO RY
DIVERSI N HECK
j 5. GRAVEL CON
Temporary Diversion Ditch Calculations, lz� STRUCTION ENTRANCE TO BE CLEANED WHEN SEDIMENT
ARCEL 2 DITCH DAM ACCUMULATIONS ARE VISIBLE OR SEDIMENT IS DEPOSITED ON THE
TEMPORARY ROCK CHECK DAMS OUT-P
A T AND STONE WILL BE PERIODICALLY TOP DRESSED WITH 2
J
7y.
SHOWN PERMISSIBLE BUILDING SETBACKS
low,
1 .00- il- I
" W BUILDING AREA (TYP.)
1 468 28 26.5 1.5 0.3 1.96 GRASS 624 0 2 1-48 ACRE
2 760 26.2 24.8 1A 0.2 1.48 GRASS 1086 0 3 20' BILLA 4b GRADING NOTES
3 172 27.1 25.5 1.6 0�9 3.34 GRASS 216 0 1 SIGN PARCEL 4 _Ij
................. . ..... ...... - -------- . ...... OUT -PARCEL 31 SHOWN SIBLE
Temporary Sediment Trap MAX SAC 77 SHOWN PERMISSIBLE BUILDING ARE SEDIMENT 1. INITIATE EROSION CONTROL SEQUENCE BEFORE BEGINNING CLEARING AND GRADING
BUILDING AREA OPERATIONS.
Rational Method Calculations Q=CIA _j 1.53 ACRES BASIN.
Trap Efficiency for 7501a Surface Area (sq. fL)=(peak flow)(O.OIX43560) Required Storage: 36 00 d per disturbed area 1.49 ACRES 20' 2. CLEAR AREAS TO BE GRADED OF ALL VEGETATION. PROTECT VEGETATION BEYOND
p Efficiene Dimensions 1 2 :1 Side Slopes 1,00 freeboard Min 26 GRA ING LIMITS.
Required 0 Required Provided Bottom !Bottom To Top Provit- Weir Yveir 3. STRIP TOPSOIL TO FULL DEPTH IN AREAS TO BE GRADED AND STOCKPILE.
Surfatip Surface led sized 2-1
T P9 joairsetauf(bae a storage I Q ora0e for leng
P -24 26 2 4. COMPACT ALL FILL AREAS TO 95% STD. PROCTOR MAXIMUM DRY DENSITY.
2.12 ac -1 2.24 ac 1 2,12 acl 7,630 cf 1 9,45 4,Msf 3.4� 4,140 sf 5,50 1 91�0 111,
-25 6
-24 5. ALL BANKS AND SWALE SIDE SLOPES SHALL BE GRADED NTH NO GREATER THAN
21
CL TemporM Sediment Basin 3:1 SLOPES.
20
C) 19-
Rational Method Calculations Q=CIA
W, 6. ALL AREAS ARE TO BE GRADED SO THAT NO AREAS OF STANDING WATER OCCUR.
7t 750W Surface Area (sq. %Mpeak flowXO.01)(43560) _2
_79-
Trap Efficiency for Required Storage: 18DD d per disturbed area 2 L-__
cc 0 - 7. PROPOSED SPOT ELEVATIONS ARE SHOWN AT FINISHED GRADE.
2 :1 Side Slopes 1.00 fteeboa Min
D Required Required Provided -- f Botlom Weir -7-
C I - 10yr Bottom m _-IT 8. OPERATOR SHALL FIELD VERIFY EXISTING TOPOGRAPHY IN RELATION TO THE
rainage sized Q surface Surface Top I Provided Weir
T
a storage (sq III sq - sized 25 PROPOSED GRADES TO ENSURE DRAINAGE IN THE DIRECTIONS INDICATED ON THE
Ba n# I reTaot(ac) forra"ria Coellf lent Intensity wyea,'�.. Lr_aP width �,Idth le�gth storage for length
1 6.48 ac. 7.13 a 6.48 ac PLAN.
c J_11,666 �Cfo'�w 7�03 30.07 1 13, TOO sf 1 2,9 1 13,120 sf 162-V 124,640 cf 17, 13 ac 16
3: 1 73ff 158.(y 81.00
SE L L r- M&C FILE NUMBER
�j%litiffil w � 1-11111 DATE: OCT 2006 SCALE
00 WAF
04 WATERFORD
1111111 M Alff
C MCE PROJ, # 04628-0001 CG-101
CI A M & A L
WEINGART N,�RLAL �f HORtZONTAL-
A U urm IN DRAWNG NUMBER
COMMER L ""VEL" E IT DRAWN BCE
AfM4&CREED
C5 am A DESIGNED BCE 1" 60,
MW LELAND, NORTH CAROLINA
EAL VERTICAL:
CHECKED RMIC
22574 A
KAIN - GE & PROJ. MGR. RMC NA
11/14/06 mbR'
243 North Front Street �S� 6
C SUBMIT TO NCDENR Wilmington, North Carolina 28401 S
ESUB :1 GRADING, D" A
MITTAL FOR PLANNING BOARD APPROVAL Phone: [phone] Fax: [phone]
10/27/06
A
110 SUBMIT TO TOM OF LELAND TRC REVIEW 10/10/06 AA0002667 EB0006691
VISION
REV.N0. D 'SIO"' CONTROL PLAN REMON
ER 0 IN STATUS:
C1 DESCRIPTIONS
Final Des
www.mckimcreed.com
STAGE ONE
S&Ction
ot Released for Con
Nr

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22:07
1 21:88 1
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27.50
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53
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1 83.00
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27.50
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! r'...:",.• - wry:- . -.....
C .:._. -TEMPORARY -
E N SEEDING-
_
r .. •__1. ESTABLISH LIMITS OF CONSTRUCTION.
7
f .� 2 INSTALL SILT FENCE S L INLET PROTECTION
OTEC7ON TO EXISTING STORM
.= f
DRAINAGE SYSTEM: INSTALL SILT FENCE AS NOTED ON PLAN
~�S
GRASS TYPE
AMOUNT(
1000 S..
TIME OF
SEEDING
INITIAL
RYE GRAIN
1-2 LBS.
NOV. THRU-JAN.
25 LBS. 10-10-10
BROWNTOP MILLET
1-2 LBS.
JUNE THRU AUG.
_25-LBS. 10-10-10
r � ... ADDITIONAL SILT FENCE A
M YBE REQUIRED.
PERMANENT SEEDING
47 30 N
3.. INSTALL GRAVEL CONSTRUCTION ENTRANCES AS 'SHOWN ON
\..
PL
ANS. CONTR
ACTOR SHAL
L MAIN
TAIN A SUFFICIENT
CIEN GRAVEL
v
ENTRANCE UNTIL FINAL o U L I L SUBGRADE 1S ESTABLISHED. 1F 1RT
- 1 R /MUD L �
27 0 / .o
_ ON THE
_ , t ROAD BECOMES AND ISSUE THEN A -WAS R
a a
H ACK WILL NEED
o �
1
ti � 3
2 � o �. TO BE INSTALLED. .. _z . LLED, _
1 32 �p
4 B
-TYPE
AMOUNT]
TIME OF
GRASS
1000 S.FF.
SEEDING
INITIAL
BERMUDA C OMMON
-
1 2 L
LBS.
AP i
APRIL THRU JUNE
- -
25 LBS. 10 10 10
A
KENTUCKY 31
5-7 LBS.
JUNE THRU AUG-
FEB. THRU OCT.
25 LBS. 10-10-10
SERICEA
-LESPEDEZA_(SLOPES)
1-2 LBS.
MARCH THRU APRIL
25 LBS. 10-10-10
Bo EGIN CLEARING AND GRUBBING WITHIN LIMITS.
l/ - 5
�c ,
2
2
5. INSTALL TEMPORARY
1 � DNERSIOf�! DITCHES SEDIMENT TRAPS, SEEDBED PREPARAMON
/ . o
ti -\ EXIT DOOR r
� SEDIMENT _BASIN AND TEMPORARY SEEDING.
f is. eo ,
2
- 0 1.
AUTOMATED TRASH CHISEL COMPACTED AREAS AND SPREAD :TOPSOIL 3 INCHES DEEP OVER
_ b
COMPACTOR 6. STRIP 6» OF TOPSOIL. ADVERSE SOIL CONDITIONS IF AVAILABLE.
Gi c� 33 � /
PON o N� 2. _ RIP THE ENTRANCE AREA TO 6 INCHES DEPTH.
i o T DOOR
-` R � p 3. REMOVE A
s � ... E 0 E ALL LOOSE. ROCK ROOTS AND OTHER-_
�.
OBSTRUCTIONS LEAVING
_ SURFACER A E SONABLY SMOOTH AND UNIFORM.
f Z N a ti 1. REMOVE_ EXISTING .STORM DRAINAGE SYSTEM
EM AS NOTED: INSTALL
o � S .
,
HARK (S TEETER..
4.
APPLY
.� LY AGR
ICULTURAL
P r• LIME, FERTILIZER AND SUPER PHOSPHATE'
s
.l! _.... S PROPOSED STORM DRAINAGE SYSTEM. >
v r TRAP
GREASE A
UNIFORMLY AND MIX WITH SOIL (SEE BELLOW)
r
a
2
2. INSTA
LL SILT FENCE INLET PROTECTION. _
• � 3 365. CONTINUE TILLAGE UNTIL A -WELL PULVERIZED,
FIRM, REASONABLY
t S METER GA UNIFORM SEEDBED TS PREPARED . � _ o RED 4 TO_6 INCHES :DEEP.
ti
HA RIS R 3: ONCE ROADWAYS
.> ARE PAVED REMOVE
SILT FENCE INLET
s.
SEED: -ON A F RESHLY PREPARED
\ E RED SEEDBED AN
/ TEETER D COVER- SEED_ LIGHTLY
EET
PROTECTION AN �.. D INSTALL BL
OCK CK GRAY
t & EL INLET PROTECTION.
r
a 4 _
� - WITH s o _ EEDDNG E 2 UIPMENT OR T Q GUL (PACK AFT
ER SEEDING.
v 1,
ED NG
>
` EXPANSION
_
E XPANS 0
TE
ETER TER
1
ARE
HAR EE
Q 4: INSTAL
L RIPRAP APRON
S. 7. MULCH IMMEDIATELY
o � C AFTER SEEDING AND ANCHOR MULCH.
SEE 1
� 48 7 5F
r-
0
L
INSPECT
SECT AL
L
8 SEEDED .. : E ED AREAS AND MAKE
E NECESSARY REPAIRS
5._ INSTALL E RS OR
< S A PERMANENT
LL ERM N T rS EN SEEDING. EED NG.
b m r 20
z
R S E EEDINGS WITHIN THE PLANTING SEASON,
L ti IIF POSSIBLE. IF STAND
o
A D H GRADED P� _ � o �OUG
y
1 SHOULD BE OVER 60% F. . o DAMAGED, � Z-REESTABLISH::-POLL W!
Z
k tiO NG ORIGINAL
STABILIZED' _ 2 _ \
ELEVATION 29.5 _�' LIME FE
RTILIZER AND SEEDING RATES.
C STRUC {ON o
J _
s
0 Z
LO
i
L
1. 9.--CONSULT CONSERVATION INSPECTOR N € RA CE t* 6 zs _ 0 MAINTENANCE TREATMENT AND
i .
2
f
.� FERTILIZATION AFTER PERMANENT COVER IS
� f'\ . � ESTABLISHED.
�'s
1 _ .
ze APPLY:
P LY. AG _ BICULTURAL LIM
ESTONE 2 TONS/ACRE r
AV.
FERTILIZER - 1000 LBS ACRE 10-10-10
----
SUPER PHOSPHATE
_ TE -
500`LBS ACRE 20% _ o
- --- -.-- ---.• _ o P _
MULCH 2 TONS ACR ..._ E SMALL -GRAIN -STRAW
ANCHOR ASPHALT
g • r
EMULSION AT 450 GAL
21_
SILT FENCE-
_ 1 i
i
7 _ .
G
7
2 22 20
P
m
\. C� r
f 7 \ m
4
- � P 2 _o
j o
� 0
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- P
1 _
O
PO
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S
_ _ e
0
� -_... A _ � ANY .� STOCKPILE ARE 1. N GRADING -BEY ND
�. r 0 THE DENUDED -LIMITS` SHOWN ON THE PLAN _ ..k VISA
1
8. 5 �C. a R M VE XI STi 5 0 Ea
VIOLATIO
N OF THE
NCDENR' DL EROSION
E SON T Q CONTROL R
G
f
t
L ORDINANCE
CE AND IS
1
Ca --_ 1
A E PIPE SUBJECT T _ DR IN E 0 A FI
NE. NE. i l L MITS" 0 F CON
e
• i
STRUCTION 15.81 ACRES:
9
48
GJ
_2.
GRADING -M R 0 E THAN ON AC
RE CRE .WITHOUT. AN APPROVED
EROSION
1
5
s
r
CONTROL PLAN IS A VIO
LATION OF THE
NCDENER "DL
SILT
a Q EROSION
N i
CONTROL R 0 OL ORDINANCE
D NCE AND IS SUBJECT T A FINE.
FENCE
0 NE.
a
3. STABt w LIZATION IS THE BEST FO
RM OF EROSION go i CONTROL TEMPORARY E PORARY
SEEDING
_ o o ED NG IS NECESSARY T _ 5 4 0 ACHIEVE ' ERO
SION
r CONTROL
1 ON LARGE
..DENUDED ARE
AS AND ES
PECIALLY EC€ALLY WHE
N SPECIFICALLY RE
QUIRED E U€RED A
1
Q S
_ PART OF _ R THE CONST
RUCTION
ON SEQUENCE SHOWN
2 Q WN ` ON THE A
I
1 E PLAN.
. a GRA
DED DED SLOP > o ES MUST BE SE
EDED MU
LCHED WITHINA
i
15 DAYS OF
?g
/ COMPLETION F 00 GR IN AD G. ST oSTABILIZE AREAS H E S OTHER THAN SLOPES -
z
6
WITHIN
> 2 r
4 9
5 1 _
l o
8 30 WORKING OUT -PARCEL 5 WRING DAYS OR-12 OU P \ 0 CALENDAR DAYS, WHICHEVER IS SHORTER.
/ LIMITS OF
HO TER.
PERMISSIBLE s OWN E SH 4
z
a I sCONSTRUCTION \
4. ADDITIONAL MEASU RES TO CONTRO
L OL EROSION AN
ID ..SEDIMENT MAY BE
r
BUILDING _AR A z o BUI D E L
9 4 1
€ � 0
U o RE IRED BY A Q REPRESENTATIVE
N TlVE OF TH _ r E NODE NER DL ENGINEERING
_
a� Q - i �\
/ ti
j 1.5 ACRES
1: _
� o DEPARTMENT.
I A 53 o r
0
0
� I 1
f
1
f
5.
z SLOPE
S ES SHALL BE GRAD
ED
D NO STEEP
oo ER THAN 3.1.
1
� 45
t
s
.. a 6. ADDITIONAL o v O 2 DEVI
(, CES MAY `_BE REQUIRED AS `A R
s
z
O GEED UPON BY THE
2
FIE
LD 1 IN
SPECTOR,
3 R ENGINEER, - 1 EER AN
D OWN
ER. g `1 >
2
7 7 -
N -� 7.
IF ACT(V E CONSTR
UCTION CEASES IN AN
Y AREA FOR MO
RE ORE THAN
1 E
2 30
00
DAYS ALL DISTU
RBED ARE
AS EAS MU
ST ���N�G• \ BE SEEDED"
.�...- E 2 , .MULCHED... AND TACKED
.. PAD _ ti ROUGH GRADED
STABILIZED _._
AB LIZED S r
UNLESS -W _ 1 S KITTEN APPROVAL IS GRAN.
._ 8
GRANTED BY THE - EROSION CONTROL
UNCTf TX >
�,
_ ._ F
- OFFICER.
.. _ ELEVATION 28.0 .,--
CONSTRUCTiON ELE
TAN ....-... z Q EN R CE _
.^- 8. FOLLOWING EVERY.: RAINFALL
�. �, LL EVENT CONTRACTOR.' SHALL. INSPECT , T AND _
_ s
_ o
.- - -
_ 2 REPAIR A ,
S NECESSARY,
EGESS RY AL
L A L DAMAGED
> GED :EROSION CONTROL _ � MEASURES.
z U ES
1
_ 6
r � ,
_ PROPOSED RETAIL PR SE p
�. a
12 000 SF
98,00 28 w
z
O 2g
INL ROTECTION
27 EROSION CONTROL MAINTENAN" PLAN
^.,
4
27
BARRf
r z -.TYPE III -.--
27
2
i
.,'-� .. ALL,EROSION -_ n�--• r� E OS€ON AND: SEDIMENT
I ,/ r-- NT CONTROL PRACTICES WILL BE CHECKED F
r ----T. r--,. EC ED OR
5 STABILITY ABILITY AND P
2 r-'" OPERATION FOLLOWING EVERY RUNOFF PRODUCING
6
RAINFALL BUT IN
__-- - ---- - ---._ .. B N0 CASE_ __ ... LESS THAN ONCE EVERY WEEK. ANY NEEDED
i 7 zs r.-:..-��`
f _ . /
/-'`-`.-•-..� _. _. ._.._•- ..- �_.- .-- REPAIRS :.WILL BE MADE IMMEDIATELY TO-:MAINTAI
7 10 2s ,--� r _- _ _ N .ALL PRACTICES AS
/�
DESIGNED.
/ 25 3
t r / 27 __ �._. h _._-
.__ /'� 2. THE... SEDIMENT TRAPS
_ A S SHALL E A __. S CLEANED ..OUT WHEN 1 2: FULL __GRAVEL
WILL BE CLEANED -0R ` REPEAL WHEN
' REPLACED E THE SEDIMENT POOL NO LONGER
- -- _ - '--� 2 ✓ _
/ ~`''------"__ ------•..-•..------.._._. ��` ____. -�.. 2 -::--- ,,,. DRAINS PROPERLY.
IT OF 3.
/ LIMITS � SEDIMENT WILL BE_
r � s----. REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN
OUT PARCEL 1
. i _. 2s IT BECOMES ABOUT 0.5
. CONSTRUCTION `�._ _ FEET DEEP AT THE FENCE. THE SEDIMENT _
SHOWN PERMISSIBLE- z �_
j r 7 FENCE WILL BE REPAIRED OR REPLACED AS NECESSARY- TO MAINTAIN A
/ _ _
�� BARRIER.
BUILDING AREA 1 �~ o� 0� zs_ .. �
l _
1 1.5 ACRES �.�.. ---�
t j
4. ALL AREAS WILL L BE FERTILIZED,...RESEEDED AS NECESSARY
REMOVE EXISTING AND
i - r
MULCHED ACCORDING TO SPECIFICATIONST
IN HE .VEGETATIVE PLAN TO
DRAINAGE -PIPE
MAINTAIN A VIGOROUS DENSE VEGETATIVE COVER.
/ - 5.
2 GRAVEL
� 1 OUT PARCEL : VEL :-ENTRANCE TO BE AN
CLE ED WHEN SEDIMENT
r
ACCUMULATIONS ARE `VISIBLE OR SEDIMENT S
PERMISSIBLE € DEPOSITED ON THE
I SHOWN PERMI IB
I � l l
! / f
1 )) ASPHALT AN T I L D STONE WILL BE PERIODICALLY TOP' DRESSED WITH 2
i f ro 2
BUILDING AREA
s B
INCHES 3 CES OF 4 STONE TO MAINTAIN 6 INCH DEPTH.
1
OUT PARCEL # E TH.
r� _ .
r 1.48 ACRE
RM S SIBLE
1 \�
I -SHOWN PE
20 B!
_ LL4 ) r
RD
A
_._�171tD ARE r
r a
--. 1NG,
-
SIGN : -PARCEL
GN .
4 I
1:49 A C7�,'�S
_n r I B
>_ SHOS LE GRADING NOTES
z 2 I BUILDING ARE
ti 1. INITIATE
r- TIATE EROSION. CONTROL SEQUENCE BEFORE BEGINNING CLEARING AND 'GRADING
1.53 ACRES OPERA
TIONS.-
\ z f jj 2. s I CLEAR AREAS TO $E GRADED OF ALL VEGETATION. 1''�-�� �,•` � � � _PROTECT VEGETATION BEYOND
RIP AP APRON OUTLETS
GRADING LIMITS.
z SEE SHEET CG 501
E
r
-_ 2s � 3. STRIP TOPSOIL NOTEWA-VN,_ _ _ 2 ..t L TO FULL DEPTH IN AREAS TO BE GRADED AND STOCKPILE.-
'l 1l o .
zs z DETAILS
m N - -�M. _ -
m s
('`-�-- COMPACT ALL FILLAREAS
EAS TO 95% STD. PROCTOR MAXIMUM :.DRY DENSITY.
.- 25
_y v ~�-- 24 4
``�� _ 23
THE ANGLE FOR GRADED. SLOPES AND FILL A `� z, ,$ 21 �,-...
� S SHALL BE N0 GREATER � _,-----_.�. --�� .,,,
1 23
a --, _._,-_._... .'---�...,,..m --__._ 5 ALL BANKS AND SWALE SIDE SLOPES SHALL BE GRADED .WITH. NO A
THAN THE ANGLE THAT �-_: -- - --_ -- - -- GREATER THAN
CAN BE RETAINED BY VEGITATIVE COVER OR - - - --_ -� __._ -, zo
o, --,� --.._-.�...�. ys a 3.1 SLOPES:
OTHER ADEQUATE EROSION CONTROL DEVICES^-� �-`----•-- --- --Y-"-,�-.-. �s : OR STRUCTURES. IN `"'`�.--��_
1
ANY � `z --�-•_ 6 A
v EVENT.. SLOPES LEFT s ---� ,s - ALL AREAS ARE To BE E T EXPOSED WILL, WITHIN- 21 CALENDAR DAYS --� � .. FES 16 E GRADED S0 THAT NOAREASOF STANDING WATER OCCUR.
OF COMPLETION OF ANY GRADING, BE PLANTED OR OTHERWISE •�''-�-•. z19
-
o - -'_._ 4- 23-- -. 7.
N PROPOSED SPOT ELEVATIONS ARE SHOWN AT FINISHED GRADE.
PROVIDED WITH -TEMPORARY OR PERMANENT24-
OR
GROUND .COVER, DEVISES,
zs
OR STRUCTURES_SUFF I -�
r IC ENT TO RESTRAIN EROSION. zs 8. OPERATOR SHALL 'FIELD VERIFY EXISTING TOPOGRAPHY IN RELATION TO r. THE
z PR
OPOSED GRADES TO ENSURE DRAINAGE IN THE DIRECTIONS INDICATED ON THE
3 PLAN
zs
0
0
0
m
t
WATERFORD
J COMMERC[AL DVELOPMENT
GRADING, DRAINAGE &
SCALE M&C FILE NUMBER
M-102
HORIZONTAL: o,zav�Nc ,�u�s�z
1"=60'
VERTICAL:
NA
STATUS
Final
REMSION
Desig -4
STAGE
TWO
ot Released
P%
•ruction

4o` 51 ' 01 s'E CH -4__ m -___•_
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TYPE 2 LANDSCAPE ...BUFFER----'
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ELECTRICAL
TRANSFORMER
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AUTOMATED TRASH
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12 X 25 .LOADING ZONE
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\ \ _ EXPANSION
HARRIS TEETER
AREA
48,706 SF
ti
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8 BUFFER STRIP WITH
\. 40% GREEN
65 S 00 SF
12 X 25 2' 6 4'
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9
18 18,
15 ACRES9
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o LL BE INTEGRATED WITH PRESERVED TREES.-
I I
o' o
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f r co � � o SPACES. THE FOLLOWING WILL BE PLANTED.
CAN
OPY TREES. 23
o .
t - UNDERSTORY Y
- -
.. _ S OR TREES.. 34
WITH
� 0 8 BUFFER STRIP
SHRUBS. 92 83 _ o { REQUIRED)
..Y,,.r-•--- 4t?% GREEN
o
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• ND AREA -LA
I
2. GENUS. A'
-� ND SPECIES FOR PLANTING MATERIAL
� o WILL BE PROVIDED WITH A
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TING PLAN PROVIDED ED AT A .LATER DATE.
Zzzz
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.� E END...
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/
l l t \ _
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1 r \
SHRUBS_
.- 23.52 r
1 i � OUT PARCEL 1.-
�, rn SHOWN PERMISSIBLE
/ t L
/ I r BUILDING AREA l • • _ L
to
r f
1
.5 ACRES
r 1
BUILDING _SETBACKS
OUT -PARCEL -
/ ARCEL 2
,
i
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_ I
t / J
BUILDING AREA cn
_ - R
OUT PARCEL 3
1.48 ACRES n,
1 r r r W PERMISSIBLE
,' SHOWN N �
20 _
�-L. BIL�B AD J
I / 1 _BUILDING AREA I u,
SIGN UT -PARCEL 4 o
1.49 ACRES 0 _
SJrs ._
EASEM_ SHOWN PERMISSIBLE
�h A t -- --•._ �`'`•.-. 3 - � . - I BUILDING_ ARE
t �1 �1.53 ACRES
120 0 60 120
14q
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7 27
SCALE: 1 =60 Horiz.
co
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p
0
0
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to
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0
N
o e ® •'IOLINA
SCALE M&C FILE NUMBER
--
HORIZONTAL- DRAWING NUMBER
10=60'
VERTICAL:
NA
lJLANSTATUS: l iZ REVI5iON
F'n
®t _ lease for Cons ruction..
a

,
1 f2 EXPANSION JOINT 1 2 EXPANSION JOINT A A
SIDEWALK
PED
S_„
VAR
SCOR
2:1 MA>
VAR
AR
SLOPE
LSSR
DEPR SS E E
--
CURB
'-,VERTICAL BREAK
-----'FACE
SEE NOTE
IN CURB
SLOPE NOT TO
_2
2 10' MIN
EXCEED-12:1
ACCESSIBLE PARKING REQUIREMENTS
GENERAL NOTES
1. LOCATION OF WHEELCHAIR RAMPS:
1. IN ACCORDANCE WITH THE RATIFIED HOUSE BILL 1296. ALL STREET CURBS IN NORTH CAROLINA BEING CONSTRUCTED OR RECONSTRUCTED _FOR
MAINTENANCE PROCEDURES, TRAFFIC OPERATIONS, REPAIRS, CORRECTION OF UTILITIES OR ALTERED FOR ANY REASON AFTER SEPTEMBER 1,
1973 SHALL PROVIDE WHEELCHAIR RAMPS FOR THE PHYSICALLY HANDICAPPED AT ALL INTERSECTIONS WHERE BOTH CURB AND GUTTERS AND
t1/2"
SIDEWALKS ARE PROVIDED AND AT OTHER MAJOR POINTS OF PEDESTRIAN FLOW.
SIDEWALK 1/4 PER VAR STANDARD 2 CURB AND
„ 2. WHEELCHAIR RAMPS SHOULD BE LOCATED AS INDICATED IN DETAIL DRAWINGS, HOWEVER EXISTING LIGHT POLES, FIRE HYDRANTS, DROP
P 0,`4» � GUTTER WITH 1 1/4 R
INLETS, ETC. MAY AFFECT PLACEMENT.
.> :;....
6
. II. CONSTRUCTION NOTES.
1. NO SLOP SHALL 1"=1" 1 E LL EXCEED (2. i) -0N" THE RAMP OR SIDEWALK.
6
1'-6" 2. IN NO CASE SHALL THE WIDTH OF WHEELCHAIR RAMPS BE LESS THAN 40" V-4"). WIDTHS MAY EXCEED 40" IF NECESSARY.
OF CURB" "
EXPANSION
JOIN 3. USE CLASS "ACONCRETE WITH THE SURFACE HAVING A" ROUGH, NON-SKID TYPE FINISH.
4. 1 2 EXPANSION JOINT / t0 IN WILL BE REQUIRED WHERE THE CONCRETE WHEELCHAIR RAMP JOINS ANY RIGID PAVEMENT OR STRUCTURE.
SECTION - O A A
5 CONSTRUCTION METHODS SHALL CONFORM WITH THO E OF TH TI
-X-1NG
S E GOVERNING BODY WHICH HAS JURISDIC ON OF THE PARTICULAR STREET.
PLAN VIEW WHEELCHAIR. RAMP
111.
ADDITIONAL NOTES:
1.
THE INSIDE PEDESTRIAN CROSSWALK LINES SHALL BE ESTABLISHED BY BISECTING THE INTERSECTION RADII WHERE MARKED SEE NOTE 6). -
2.
THE WHEELCHAIR RAMP SHALL BE LOCATED SO THAT THE BEGINNING OF THE WHEEL CHAIR RAMP WILL BE TWO FEET FROM THE INSIDE
VAR
PEDESTRIAN CROSSWALK LINE,
0
3.
THE WIDTH F 0 THE PEDESTRIAN CROSSWALK SHALL BE 10 FEET UNLESS A GREATER WIDTH IS REQUIRED TO ACCOMMODATE .THE PEDESTRIAN
• IDEWALK
VAR -R 2'-0" .A
A
T
SEE NOTE 2
,_ >_
i1 4
, , , „
F 4 0 3 4 4 0
BACK fl SID
4.
TRAFFIC.
STOP A 0 BARS SHALL BE S
U ED WHERE IT i I E E IS IMPORTANT TO INDICATE POINT EH( � VEHICLES
C TE THE 0 T BEHIND WHICH VE CLES ARE REQUIRED TO STOP IN
p
- .
EWALK
VAR SLOPES NOT TOP OF CURB
S 0 ES 0 TO EXCEED 12.1
COMPLIANCEa a WITH TRAFFIC SIGNA STOP OTHER A SIGN OR LEGAL REQUIREMENTS.
L. Q
• - p ,
.•,
5. -
PARKING SHALL BE ELIMINATED A MINIMUM OF 20 FEET BACK OF PEDESTRIAN CROSSWALK.
a ONE OUT OF EVERY EIGHT ACCESSIBLE SPACES, _ BUT
: 8 BLE S C
NOT
0 LESS_ THAN ONE 1S REQUIRED TO BE VAN :ACCESSIBLE {
A
I
roue v RESERVED
PARKING
MUTCO
RESERVED R7- 8
PARKING
:.
MUTCo VANSIGN R7-8A
R7 $
CCESMM
12"X1B"
TM SIGN R7-81D
,
-. : : tJ
6. ALL PAVEMENT MARKINGS SHALL BE IN ACCORDANCE +MTH THE LATEST EDITION OF THE MANUAL OF UNIFORM TRAFFIC CONTROL. DEVICES . 12i 1 _
LAZA VAR )
GUTTER LINE
PUBLISHED BY THE FEDERAL HIGHWAY ADMINISTRATION. THIS IS AVAILABLE FROM .THE SUPERINTENDENT OF DOCUMENTS,MENT
E NOT 1 U.Sua covE � » „
_A
OEPRESSE CURNOTES. VAN _ 11 2 X 11 /2
TYP D B PRINTING OFFICE, WASHWGTON, D.C. 20402. R7 8A /
L -
1 1 I A . ALL 2 BY 18 ACCESSIBLE SIGNS R7 9 AND R7 1 -12 xs, STEEL TUBE
LIM{TS OF WHEELCHAIR RAMP ( � ACCESSIBLE
PAINT GREY
SHALL BE MOUNTED AT 7 FEET FROM GRADE PAINTED G E
- TO BOTTOM EDGE OF SIGN FACE (MUTED)
SECTION
_ FINISH GRADE
B B ,
MOUNTING- HEIGHT AN REDUCED T
IMAXiMUM
GUIDELINES
FOR WHEELCHAIR C $E DUCE 0
, a..d E � 1,� /� I� R7-8D
VAR 10 MIN PED-X-ING ;PENALTY " „
5 FEET IF PLACED IN AN AREA BETWEEN 12 x9
TYP
i � 250 � o
( } NOT To. SCALE SIDEWALK AND BUILDING FACE IN WHICH = s
- PEDESTRIANS ARE EXPECTED TO USE. ;.-
SEE STANDARD NO. 5 A
SEE N0 E 2 2. REFER TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES MUTCO
R 0108 AND 50.10C
TYP FOR SUPPLEMENTAL SIGN
> _ CONCRETE FOOTING
> D .. -p. ....-.p. .. ,.•- : .. U S DEPARTMENT OF TRANSPORTATION AND NORTH CAROLINA__ �
.._ -. - - • _ DETAIL 12
DEPARTMENT OF TRANSPORTATION SUPPLEMENT.
o
TYPICAL- LOCATION OF WHEELCHAIR RAMPS PEDESTRIAN.
0
�L 3. IF ACCESSIBLE ROUTE IS A RAISED SIDEWALK c1 S D AREA, THEN
CROSS WALKS &STOP BARS FOR TEE INTERSECTION
F` RAMPS .AREA REQUIRED AT LOADING AREA. ,
s
T :
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1
F
C
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F
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5 � 0 2 � STOP BAR
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000,
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25
p ��
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IPE
D RA
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-
Q NOT TO SCALE
TYPICAL A C�-STALL LAYOUT
r
Not to Scale ;
U .75 WHERE CENTER MEDIAN ; CURB S R 1 _ REQUIRED. -"�-
t
GUTTER SHALL SLOPE AWAY... AS SHOWN __
, INTERSECTION TIL _
NOT TO SCALE
TANDARD S N.C. _.STOP SIGN -
_�)_6 2J-o9cuRe SECTION
STO
I-
NOT TO SCALE
6 - 12 3,000 PSI CONCRETE SIDEWALK
7 WIDE
BROOM FINISH, SLOPE. 1 4 FOOT EDGE LINE 10 SKIP LINES
. IN DIRECTION OF DRAINAGE YELLOW OR WHITE
2 PIP
1 RADIUS , YELLOW OR WHITE d-
% Q
10
„ d •.. ,. >. :.: ..• . 4, TURN LANE LINE _ ® 30,
4 COVER
\ \ \ \ \ \\/x EMENT 40,
00
WHITE
b, 12 us
WITHOUT CURB i �. v. .... 8 8 CENTER- LINE
I _
OR GUTTER
COMPACTED SUBG A
»
R D E Y£u.Qw a-
1 -2
-0 MIN
7 0 SIDEWALK
�+ - GORE LINE !
2 MINI -SKIP LINE
,, A1�.., �7 1 1 (T
ALL S
2 PIPEMEMEMEMEM YELLOW" OR WHITE
Not to Seale WHITE 00
2
-a-i _
DIAGONAL LINE
®= M 13
r «XPAN !ON JOINT
oo 15
. r
r
WITH SLOPE FACE CURB � AT 30 INTERVALS TYP YELLOW OR WHITE
CHESTNU 6.75
STREET NAME SIGN
CROSSWALK _LINE 21
(SEE NOTE) STANDARD INEORMATION SIGN N
2 -0
12
WHITE 00
MIN.
8 -6
» NOTES.
,
o
^�
1. .STREET .NAME SIGNS. SHALL BE A MINIMUM OF 6,> � STOP OR TRANSVERSE BAR
T
EX RUDED ALUMINUM BLADES USING A MINUMUM � NOTE. WHERE Two WIDTHSAREINDICATED,THE FIRST
OF 4 C SERIES LETTERING I T 1 -SCORE TYP WIDTH APPLIES FOR A NORMAL WIDTH LINE. THE SECOND
TE NG N REFLECTIVE ( ) ��� x
SILVER & REFLECTIVE GREEN BACKGROUND.
I� _ <t WIDTH APPLIES FOR A WIDE" LINE. "WIDE" LINES ARE
`cv
REQUIRED WHEN DESIGNATED IN THE PLANS, OR WHEN.
2. ALL REFLECTIVE SIGNS. SHALL BE MADE OF
DIRECTED BY THE ENGINEER.
ENGINEERING GRADE OR HIGH INTENSITY GRADE �
vniITE
REFLECTIVE SHEETING OR APPROVED EQUIVALENT.
3. ALL SIGNS PLACED IN RIGHT-OF-WAY WILL BE
-� I
APPROVED Y ., ED B TRAFFIC ENGINEERING DIVISION.
4. ALL FOOTINGS TYPICAL FORAL
L SIGNS,WHICH
LINE
TYPES
WITH -CON_ CRETE CURB
� N _
& GUTTER
. NEED TO BE ANCHORED IN CONCRETE.
t�
M. 3s. .• `
p: NOT TO SCALE
a
m _ o
T
AND"ARD SIGN TLL TI
ATION\
\ \ \
0
4 1 A�
NOT TO SCALE
m
o _
o
N- -
T ICE L DETAIL
NOT TO SCALE
m
3
A SE L AWM&C FILE NUMBER
0
�E L _ B
0
gut eri�
EFIE MEDAT
E- OCT 2006
SCALE
a
T
_ MCE PROJ. 046 -
7_
d
co MIN
R 2$ ooa1 CS
�t
HORIZONTAL.
DRAWN
__DRAWING NUMBER
. , E _ i L CIE _ SCE
qrLT
L E
0- - -. a- ,
_ 1 - 60
DESIGNED
BCE
4;:*p rl _
L �i I
SEAL
AMVERTIC
AL:
CHECKED
22574
243 North Front Street RMC
r -.
- 11 ,
W min ton North Carolina 4 _. _. o n a 28 01 NA
9 .. 9 _ PROJ. MGR. RMC
C SUBMIT TO NCOENR r � 4,
if 1 r / .•. _, .
406_ . ,
r / �
- -
Phone. [phone] Fax.- 91 51 8 2 _
.; �c, 0 2 28
Q B RESU MITTA _ I Nam` l
, B L FOR PLANNING BOARD APPROVAL i C'+ ♦ � _
0
11 f 4 06
A SUBMIT ao TO TOWN OF LELAND .
TRC RE
VIEW �.
, - � AAO 67 EBO ,
0026 006691 _
r SITE DETAILS
,101 96 , . _. _ - N
/ o/ 0 ' : ; , . .. STATUS. REwslo
o REV.NO.
�o D Tt Final Ijin
ESCRtP ONS �DAIS i _,Ll
R VE www.mckimcreed.CE SIGNS Com6eas r Canructionc
CD
TOTAL PARKING SPACES
PROVIDED
MINIMUMNUMBER
OF ACCESSIBLE SPACES
REQUIRED
Q
MINIMUM -NUMBER OF
E ACCESSIBLE SPACES
REQUIRED TO BE
VAN ACCESSIBLE
1-25
1
1
26-50
2
1
51- 75
3
1
76--100
4
1
101-150_
5
1
151-200
-6
1
201-300
7
1
301-400
8
1
401-50.0
9
2
501-1000
2% OF TOTAL
1 IN EVERY 6
ACCESSIBLE 'SPACES
1001 AND OVER
20 PLUS 1 FOR
EACH 100 OVER 1000
1 ! EVERY -
N E ER 6
ACCESSIBLESPACES CES
SECTION 4.1.2 6 OF THE AMERICANS WITH DI A 1 ITI A ( ) E S SS B L ES ACT (ADA)
SEE 4.1.2 5 a FOR MEDICAL CARE -FACILITIES
Cn •

cc
2
a
2
a
CC
M
cc
a
N
0
3
0
0
co
N
d
0
g
N
TOP LENGTH 5 MIN.
THE CENTE
R OF FRAME AT THE EDGE
OF PAVEMENT t STATION/OFFSET F -
S THE ON/0 FSET p
FRAME, GRATE & HOOD POINT R
50 MIN.
EFERED TO ON THE PLANS
„ � j � ? 5 MAX.
12 GENERAL_ NOTES: 8 MAX. STANDARD STRENGTH FABRIC WITH WIRE FENCE 3600 CU FTC ACRE \ ! 7
BACK OF CURB E 6 MAX. STANDARD STRENGTH FABRIC WITHOUT WIRE FENCE
(\! , „ TOP STRAND MIN. i G A
1. MORTAR JOINTS 1 2 _
X / .L/- 1/8 THICK zw � U GESTAY WIRES MIN, #12-1/2GUAG
A N -
2 ALL CONCRETE TO BE 3600 P.S.I COMPRESSIVE STRENGTH.
3. PRECAST STRUCTURES MAY BE SUBSTITUTED AFTER APPROVAL BY CITY COUNTY N w }__ _ _ __ _Iv__._ ___.__.:._ .._..
/ ENGINEER. ( 1
Y_ �N i _ . 'm _ �_ _. _._ _ .............................. I if�l
4. ALL CATCH BASIN OVER - ! 8 3 6 (N DEPTH SHALL BE PROVIDED WTH STEPS �-C� ---._......... ...............
A 1 - ON CENTERS. w :. _
..... 2 zN ___ _._ __._� 3 -- - - - - - - - - FILTER FABRIC
${ ---
UTLET
5. CONCRETE BRICK MAY BE USED IN LIEU OF HARD COMMON CLAY BRICK. 4___ a ..- - - - - - - • ..... -
Izi Z ..--- =:"-#4 STONE...-----::.�:--- -
...-
6. JUMBO BRICK WILL:. BE PERMITTED. \ /\\/ \/ / / /\/\ / / \/ /\/\\ .... - - - - - - -.......... ... 25 OR WIDTH of
/ .... PROPOSED STREET,
\ / BOTTOM "STRAND N. t0 GUAGE / z - _ .. _ - - . _ . - ............. "
7. FOR 8 A IN WEIGHT OR LESS USE 8 WALL OVER 8 -0 IN HEIGHT USE 12 WALL TO \ \ _ - - DESIGN 21 MIN.
„ \ _ . _ ................--.-- WHICHEVER 1S GREATER N EXTEND TRAILING SECTION OF ROCK AS REQUIRED
6 -0 FROM TOP OF W \ / - . :. _ .... :::::::. '::::.. SETTLED TO TO .ACHIEVE STABLE CONDITIONS.
ALL, AND 8 WALL FOR THE REMAINING _6 0_. \ \ _
/ ---- ............................ P-�
E .<. w
8. ALL PIPE 1N STORM` DRAIN. -STRUCTURES -SHALL BE STRUCK EVEN WITH THE \ \ \ "' '"'"""""-"•"• """"'••-•-•----••-••-
_.._. ....r � / / / _ .._...............•-- ----.:................:. - 4 MIN.
INSIDE WALL, GROUTED AND BRUSHED SMOOTH. : _ T— 1.5' = '_ —
%� \ .. — JIItIi
-9. WEEP HOLES SHALL BE PLACE IN BACK WA STEEL 'OR WOOD POST - 5o MIN.
O D B WALL. A STONE DRAIN CONSISTING OF 1 (ONE) CUBIC.: \ - PLAN
FOOT OF NUMBER 78M STONE CONTAINED IN A BAG OF POROUS FABRIC SHALL BE PLACED AT
SECTION -X-X —
PLAN � WEEP HOLE. FILTER FABRIC _ 5' Max
WEIR \_
_ — 1 2:1 SIDE EMERGENCY
10. BRICK SHALL BE BONDED WITH FULL HEADERS EVERY 3 COURSES, NGT. I—_ — .—,-PASS 6
NOTES GROUND LINE / SLOPE M
N ///♦/ �/ ? �.�j / ./ _ I BELOW SETTLED
- 1. WIRE SHALL BE A MINIMUM OF 32" IN M FILL SLOP ` // ♦ // 1SIDETOP OF DAM
WIDTH AND SH HAVE A MINIMUM OF fi
'o T� SLOP
LINE WIRES W/12 STAY SPACING 6 N /\/ SECTION -
2. FILTER FABRIC SHALL BE A MINIMUM OF \\
N 6" I .f�l _ NATURAL LTER FABRIC
3 IN WIDTH AND SHALL BE FASTENED \\
ADEQUATELY TO THE WIRE AS DIRECTED t- \ \ GROUND 3 MIN•
CTE / / /�/ //
BY THE ENGINEER
\ \
" i-n n.o /\/\ \/
^ 3. P H / !/
« STEEL OSS SHALL BE 5 0. IN HEIGHT o�
AND 8E OF SELF FASTENER ANGLE \ \ \ \ \
STEEL TYPE / /i // /i /i / NOT T
,> � S � \ \\ \\ \ \\ \ _ 0 SCALE
8 >\i
8 A 4: WOOD POSTS SHALL BE A MINIMUM OF 6
. ROCK USED FOR OUTLET TO BE A W - - a \ ELL GRADED MIXUTRE OF WITH A d 50 SIZE OF
IN HEIGHT AND 3 OR MORE IN DIAMETER \
......STEP. \
/ _ 9 INCHES CLASS B EROSION CONTROL STONE) AND A MAXIMUM
v WIRE FABRIC SHALL BE F NED TO WOODEN � E) U STONE SIZE OF 14 INCHES.
- \
. POST RH NOT LESS THAN 9 WIRE AP \ T E STAPLES _ STEP
8 ` A -_ n n 1-1/2 LONG /
\\ \\
t- ANCHOR FILTER FABRIC SKIRT
AS DIRECTED -BY. THE ENGINEER
-...
� « « E EE
C c�j T
NOT TO SCALE
OUTLET �-, : -�-
o D
G
s
j +
..-.... _. -- _ -•_77
LOSE
----� Y lei' FENCE
NOT T _
0 SCALE
T SEC ION Y Y
n d
e a
END ELEVATION SECTION —
WHERET 30 0 36 PIPE IS USED -
SIDE ELEVATION SECTION M M
WHERE 42 T 4 PIP 1 S
E 05 E IS ,' •`
CMP RISER— SE_ _
- -- E 16 TOP WIDTH
N.C.D.O.T.-C ASS RIP RAP B R PERFORATED
" MINIMUM EMERGENCY
�., 6 4 -0 6
WATER LEVEL
SPILLWAY
J
J _
\\ \ \
� DURING-, T \\\\ \\ S ORM
L� M � M r ��� '\`t
B :L� � / ////// /// - 2/.1 SLOPESto
2
/ ----
/ / / / MINIMUM
- o
EARTH DAM
o � _. ,: II.I.
/- / / SEDIMENT _
_ /l\/ STORAGE
CONC. SLAB
\�\ II ICI I_II
_ FILTER I _ ,, I
PLAN _ COARSE GRAVEL FILTER I
PLAN- - � 3 2 OUTLET
CONCRETE
PIPE
E E BASE"
AT_ A
K
4x 4_x 2 _
SW T--Vp. NOT TO SCALE
NOT TO SCALE
KNOCKOUT PANELS _
IN ALL WALLS
DEWEY BROS.
CH-BN-3A
FRAME AND GRATE NOT TO SCALE
p 00
Q \\� �\ \v \♦ \ \\ \
"
2-3 4 r to \ U
« w \ Q_
r P -
rr P \/ d 3 TYP.
L N 0
^ a / OUTLET PIPE } « ^
v
^ N
_ sic,
THICKNESS. AS REQUIRED -.. M WALL EO ED � ----''`'
_::
� � ^ _ Y MANUFACTURER. .. ..
.- :....
( 1s7 CONCRETE. 4,000 PS! 28 DAYS-
SECTION B-8 EC N N L \
p : ....:.....:..
��� � ( \ . , REINFORCING. AS REQUIRED BY MFR. ::. •.
,/ . � -.---- NOTES:
/
SECTION R•�2 . _
„ 1
i` � o T 2 SEE TABLE FOR CLASS OF RIPRAP AND LENGTH WIDTH
USE FOR 6 TO 15 PIPE.... (
I nl FOR PIPE SIZES 30 TO 48 USE T AND DEPTH OF APRON.
DO ECi1�Tv
'\ 6'-0"'x 6'-0" CATCH BASIN .--"'
2,
RIPRAP SHOULD EXTEND UP BOTH
LC7 FOR I - D BO SIDES OF THE
O 0 PIPE SIZES GREATER THAN 48 USE PARABOLIC CROSS-SECTION
CTIO
« 0 SE N
, „
APRO
N ON AN
i _ _
D AROUND THE END OF THE PIPE OR
- 8 0 x 8 0 CATCH BASIN
3 _ 0 � co _
CULVERT AT THE DISCHARGE OUTLET AT A MAXIMUM
K K SLOPE OF 1 A cD 2 AND A HEIGHT NOT LESS THAN TWO
•-- cfl t C) 00
IMIKE DIVERSION THIRDS THE °PIPE.. DIAMETER OR CULVERT HEIGHT.
^ A A ! i TEMPORARY DIVE S
N --�
M � N INLET AIL _
L o�
r. ^DME SWALE AND BERM
THERE SHALL B
IIIOMIN-:L_ ^ NOT TO SCALE
3. ENO OVERFLOW FROM THE END OF
^
d' p NOT TO SCALE. THE .APRON TO THE `SURFACE OF THE RECEIVING
$ L p CHANNEL. THE AREA TO BE PAVED OR RIPRAPPED
J M M
SHALL BE UNDERCUT SO THAT THE INVERT OF THE
FRAME 1
PLAN PLAN APRON SHALL BE AT THE SAME GRADE (FLUSH) WITH
FRAME. GRATE. &HOOD ASSEMBLY ( LUS ) T
THE SURFACE OF THE RECEIVING CHANNEL. THE
- B APRON SHALL HAVE -A CUTOFF OR TOE WALLATTHE
00 L DOWNSTREAM END.
d \ NATURAL GRADE 4. THE WIDTH OF THE END OF THE APRON SHALL BE
- --�N \ 11/16" SLOT FORM WIRE SCREEN
�� 1/2 BOLT W EQUAL TO THE BOTTOM WIDTH OF THE RECEIVING
N T- I M CHANNEL. MAXIMUM _TAPER TO RECEIVING CHANNEL 5:1
\ ^ ^ WIRE FENCE AND DEWATERING �I(
I
o N FILTER FABRIC _ -
11 1 M_ _
_ 4 I \ CONC. BLOCK �I ALL SUBGRADE FOR STRUCTURE TO BE COMPACTED TO
ACTION A —A POST(4 REQ D. RIP RAP = 5.
•�--��� ( ) 2:1 GRAVEL FILTER I i 95% OR :GREATER....
i H l u_
M M III
d- r•7 7
N _
,�Q a 6. THE PLACING OF FILL, EITHER LOOSE OR COMPACTED
CToo _
0 8 0 _ _ IN THE RECEIVING CHANNEL SHALL NOT BE ALLOWED. -
-HOOD ELEVATION s ao
i o
Q0 00 -
d Q V on -
RA 4AoIj om , - -
G VEL ❑ ❑❑ ❑❑ ❑❑ o
FINISH GRADE �O�o cP FINISH GRADE _
4_ #5 AGGREGATE 7.
N0 BENDS OR CURVES IN THE HORIZONTAL ALI �NMENT
\ / 00SUBGRADE I
_ _ LAYER OF FLIER FABRIC OF THE APRON WILL BE PERMITTED.
RIAME OM"M AND HOOD DETAIL.� ., NOTE MINIMUM H 2/3
l\� � r7 \ , i PIPE .DIAMETER
/. / \ / //
\. � , \ _ SECTION -B B _
STORM DRAIN
STORM DRAIN \
NOT TO SCALE � - / .
CATCH BASIN CATCH BASIN
O
'- 0'
MIN .
NOT TO SCALE
SILT FENCE BOCK AND GRAVEL
NOTE: USE BLOCK AND GRAVEL INLET PROTECTION IN AREAS WERE SILT
FENCE INLET PROTECTION CAN NOT BE INSTALLED.
INLET SEDIMENTATION CONTROL,
NOT TO SCALE
FES 1
OUTLET PAD
RIPRAP
D5o IN
8
CLASS
B
Dmax IN
12
APRON
THICKNESS 1N
18
- LENGTH FT
12
WIDTH (FT)
6
FES 16, 28, & 40
OUTLET PA
RIPRAP
D5D IN
4
CLASS
A
Dmax IN
6
APRON
THICKNESS IN
9
LENGTH FT
10
WIDTH (Fl)
_6 -
1t
t ol
/,.
M&C FILE NUMBER RSEAL EAL DATE: OCTOBER 2006 SCALE _ MCE PROJ. 4628-0001 -1
WL. HORIZONTAL:ORA ING NUMBER
BCE
-
.. DESIGNED BCE
NA
RS L
SEAL - _
_ _ 4 VERTICAL
2 3 North Front' Streef . _ CHECKED RMC
12
2.2574
- 243
.. tone North Carolina
., o a 28401
Wilmington,
C SUBMIT TO NCDENR � >-. : , _ :. . NA
11 14 _ r _ _ .
PROD. MGR. RMC
/ /� .
Phone. [phone] F
� 48 Fax: [phone] B RESUBMITTAL F � / r
OR PLANNING �V \ ) NG BOARD APPROVAL � � � ,
A .
SUBMIT 7 OTOWNF � �r � 0 LELAN DTRCR REVIEW
A 0 `
E.N 10 10 0s \. E80006691
SIN ��N1�R�L �ETALL
RQ STATUS. o DesignREVISION
DESCRIPTIONS /
DATE t _ _ Final
ill.,,...,_ ,:. ,
R VISION www.mckimcreed.com Not For Construction
6