SW8060706_APPROVED PLANS_20060728

PERMIT NO.
STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
sw lJ2B�p
DOC TYPE El CURRENT PERMIT
APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE M& D 795�
YYYYMMDD

E
LEGEND
.ram ... PROPERTY LINE • +� O�J
EXISTING FENCE 1 . • / O !
• . �', WETLANDS .� yj„ -� �I ice- 1 / �•
EXISTING BUILDING
/
RNME/MNEWEE/ANEW BUILDING T-2sl- -- ' .I.. �� + �'K�
_ - - - --59-- - - - - EXIS71NG CONTOUR
x 50. 72 EXISTING SPOT ELEVATION { • 1 �� I _ - zz - - _ - - - - - -
PROPOSED SPOT ELEVATION ® GRADE ) I } I 9 �' " - -- - - -
s.o j
- - - - - - - - INFILTRATION AREA �� • � � -� � � � � ' \ -- � -- - - - - - -- - - 404»
PROPOSED STORM DRAIN • • _ • +S
® STORM DRAIN INLET �I / + , _ �> (� AREA
--- - -se PROPOSED SANITARY SEWER -� •
v y Y EXISTING WATER LINE • ` 1 I�� / ,' ` �q .'- j �T4 #E Fl
�i LIMIT OF CONSTRUCTION Icy S / `,
Y Y Y Y PROPOSED WATER LINE ` • /� ` I ' '�� O �' % +� +
PROPOSED CONTOUR / I �0 �O
%{ ,6
mom rr 4mm soft ` OEM �' I / 1 1/ �I V V
� � -� � � ,,{ • � � � � A ,, I . • !� � i N E ; : �- BALLET E � L� s' + `-�--- +� � ,' � ,�
oc
T�q B E F I E
1
Gomm
eftft
�i ♦ [ + `g '1,/ 17 LIMIT OF CONSTRUCTION -
CATCH BASIN #20 N E
�• TOP GRATE=58.50
INV=56.00 ALLFI ELD NEW N ESN ', S S9
5 BALL- s t g
. 1 CATCH BASIN #19 FIELD BALL-- •
TOP GRATE=58.50 D
INV=56.00171
-f�
1 i
SOCCER 1
�f ,( 12" CORRUGATED �1 i iI `� + 11 /r • • �' - 1\ �+
1 59.00 PLASTIC PIPE 1 + I 1 , •~�
� 59.50 [ ILL -- `g 1 / ` `� `t 6J
�---- 10/
2S I I CATCH BASIN 32 N E E \ I
R �� ' TOP GRATE= 58 50 W-
,! a -- ,, `S-� INV=57.10 + PRACTICE
`• / 5s.00 18"s0 : - �' �" .- " -` ; -- -- - -- -- ' , sd' LD -9 -1'9 +�
15 SD � I �
36FLARED EA CTION f
V-53.•5f
/ I / t
/ -� I • •LIMIT OF CONSTRUCTIO ' / : - -
�- d'
• 58.00 , ' C I �t 657.50 1\ \\
/ CURB INLET # 7 C S 1 I 6 0 - ' _
TOP GRATE=58.00 9.00 -� � 1► , - \ � � � Ir-�1.i -- ; � ' , - ` � ! R"� 1�LET �4
PGA 8. 0 � , TOP GRATE=55.50 ` �A
6 0 i INV=52.50 f
SD r - 1 SD // 15"SD + !
59.00
ATCH BASIN #7 12' G�- 00 PV _
• - _ _ !
GRA �.0 , f ! /
i' T R 5 .5 • ` t.__ - - *-'_. _� �? / IN 5fi. 0 ' r +tS v 12 FES WITH,10 1 O. 1 j J if
/ / W Y.. i' _ /� �-.._ 1 1 / 6' RIP RAP EIyERG Dl51PATQR'
A I :� .. i \ i t ' 6 r ATCH ASIN #Ei
TUDENT, / ATCH BASI. 8 f. / \ / / + 1
ARK)N'G �' T P ! TOP GRATE=59 00 y 15 S �` \ 1 .: 1 01� G ATE= `� I - t I 1 1 Ill,
7AZf _ - - - "_ _ _ N T A H i # [ V--56. 15"S 1 + . I /' NVr52 5U + INFILTRATION
ACES • 00 _ _ - 18 SD � T R 5 .0 � � �I � t) , � # 1 C- 0 PVC ---
� oo `t�l S TLH B SIN #5 AREA#,3
58.00 _- F 1 ti - 1 I - 9 TOP E=55.50
ATCH 8• 1 #9,� `� -{-�\ V=52 -� , + /
CURB INLET #8 t� { 18"'SD 0 8 �i 1� ,y TOP GRA 5AOO ��� 9 /� 18"S
TOP GRATE=58.00 V -- 4 I1`55.80 I SEW
INV=56.40 / i 1 - \ // -�-� ,
15"SD ' - �' ttS ' �ARKI G _ 12" C- PVC
1 I � 42,9 SP ATCH B SIN #4
• -i ! - �- AACH BASI 1#11` 1 .� 74P- G =5
5
�J TOP GRATE 59.00 V-52. ' _ 24"S
9.00
18" SD CATCH BASIN #27 *- ATCH BASIN #28 CATCH BA L #10 18"S INV=55.60
TOP GRATE=59.00 TOP GRATE=58.50 TOP GRATE-'59.00 , , , _
15 SD
INV=56.00 - INV=56.00 INV=5600
_ CATCH BASIN #29 C S 1 i -' I r
�iq TOP GRATE=58.50 PGA = 9. CATCH BAS I #112
Clr`� INV =56.00 1 _ 6 0 r TOP GRATE 11Jt00 + - - / _ 6,
L/N A B I 4 15"s _ INV--55.40 /11 `� _ /P -T'
YD RSION OX # _ �» I III 11 /
E P
- 15 SD - - r 1 + DETAI '24"S / /4 ,FC A 1� t !
24 FLARED_ c-mr c- ` 1
5 59.50 P G - - F.._ _. _.x [ •„S 11 - 4 t W/10 x10 x10 % �I I I I ! II
PGA = I - 6. r E D _ ff r 36 D, / _ / , r 1 . - - _ ' TOR -
_ 0 i 0' ! fx1 _:: r` 4 SD /� �' ,' C�I B SIN #3 [I
T H I o 5 S _ _ SffS rots IP G IP T .. \ i / /� _ TOP GRA -55.5 �/ !i► `� j� ~ ! i�
CURB INLET 9 II �/ / 1 „S !tl
TOP GRATE=58.00 18"SD _ ,0 TCH BA N"- 13 / r' �' i
[ r{ ` 50 VEGETATED WIA
INV=56.00 59.00 __ 15 SD • a_.I_ - I ; P GRATE-5 .0 3 AREDI END SECTION I; + /
�
DIVERSION IN =5,6 �V 'x10`x1 r`
18"SD -- E DETAi 9.5 I [ 1 �IP RAP ENERGY DIS ATOR CA B SI #2 �� 1 �,1 < < _ - _ - - - +
f l 60.50 1 ,' INV=52.20 1 17 TOP GRATTE 55.50
59.00 =52.5
8.
500 �
24" FLARED END SECTION SDMH #1 18"SD 15"SD ,� DIVE SION
W/10'x10'x10' INV=56.o0 d 59.00 ' - I SEE ET BOX \ ." -// \ ��
6 1 1 AIL \ ,
RIP RAP ENERGY DISIPATOR I N FI L TR - . - 24"SD BY-PASS _ _ _ -� _ I \ ' ,' �" ! `+57
INV=56.00 } I A TI �. _ _ - / ,' •. --_ _ - - -4'SD Y-PASS B L�� . N
18 I - '9.5 [ 58. A Rf�l G
CURB INLET 12 A R A 1 _ , -
_# �i I _ _
TOP GRATE=58 „ _ - - ' /CATCH, �ASIIk #159.00
TEMPORARY GRAVEL 1 FLARED END SECTION 59. 0 - , I 16U, r - 24 FLARED- ND SECTION/ CONSTRUCTION INV=56.00 INV,-56.G0 _ _ I 1 ____ I f TOP BRAT -55.50 , , 1r� � "� _ ��~'" 8"Sp I - -�j'� `� W/10 x10 x10 `' . -' L � I f 1 56.3
\\,�f INFILTRATI`�N 24 SD , 1 \ RIP RAP ENERGY DI5IPATOR 15"Sa i 1 I ! TOP GRATE=55.80
59.00 -' \
9 INV 52. , , CURB INLET 1 \
��.Ir.N������� ��� _ � / 15 SD f INV=52.10 / � � ! 1
15 SD. CURB INLET #14` i \ I AREA #2 s I INV=52.0� - - �r !, i ` / ! INV=53.30� !'
will9 O TO GR TE=58.00 59.00 59.00 \ f 1- _ / f / , �y ! " � !
- _ - i�5;'SD QJ ' \ ` =56.00 ! [ 58.00 t� !12 SD
r ' , , _ +� 5 SI 36 SD /r 12„Sp
URB41111111110 MOM•'iNLET 10 15 FLARE C GRAVEL
��.- i- _� _ _ _ # / 58.00
`--__ r _ _ �' C01[TRt7CON +�7 -
cj { • 1 _ __ - - TAP,.GR-ATE=58.70 - V=56.00 8. Q 1 I ... emu. _ ENTRANCE( \Cy
�` -� TI/Qi�' �. � r ! � KEYSTONE '.�'�" � � 4 / ....,! .I..Ir.I.II..IW. �
-INV=5fi.00 � � T A 1
' f RETAINING WALL 57.00 - ____ + • � �""' [
# 15 SD AREA 1 S� 1 _�__ 6, i`I �,� +s t
CURB INLET 13 � � `�• � +■' S6.00
TOP GRATE=58.00 58, _ _ _ ! , _ l \ �URB INLET #3 J�
_ INV=5"6.OiT - - - --" -_ - _ _ _ O _ - CURB INLET #6 URB INLET #5 � �• r TOP GRATE=55.50 I CURB INLET # 2 I }
56.00 - - Q TOP GRATE=55.80 OP RATE=55.8 ;r i I `� !' - -' / I TOP GRATE=55. +
�.I1..I.�_�c��.. - ! - --24 _FLA'R-EB�IVd INV=53.20 - rI . , 1NV=52.50 ti �-�` 1 [ ��
"�"'�'�" �I low �... s ,�. r , SECTION INV=5.30 r ` - ~ \ \ , } ENV=53.20
- W/10'xi 0,xl 0' �` + +�` 9 LIMIT OF CbNSTRUCTION
S ATCH BASIN #14 1 ' `� t E'
RIP RAP ENERGY DISIPATOR f j 'I; '\ /�/%q'�
` w
CURB INLET #11 w J-_ `- 6 0O TOP GRATE=58.001 i ji •''. \
TOP GRATE=58.70 IN_V-55.00 1r , •, f I I .r .l _ _ •__�hl , _ G� Qti�� ��wz
INV=56.00 50' VEGETATED SWALE _ .r' •;I' `\ ��E i �� / " ' ��
_ SS. 00 Oa - ~III -,..1� •� o VEGETATED SWALE , `
---f r r`y36" FLARED END__-S-ECTiON i ! I r \ I -� '-/�i !, i ,,,.,.,t
W/10'x10'x10' I--`-- € ! 1 I � ��
RIP RAP ENERGY DISIPATOR f I [ �� J _ _ !� �' f /4 SCALE: 1"
._.. 50'
r r INV=51.00 ��rl I `'`
.. / 1OMNI
-,r_,-wtir ► ,fNr..._,,-) 4,I11 AAr�a (17-'7d(,O NOTE: DIRECT ALL ROOF RUNOFF INTO STORMDRAIN SYSTEM. 0
S0 100 150
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LS3P
ASSOCIATES
LTD.
2528 INDEPENDENCE aLVD. SUITE 200
WIL MINGTON, NORTH CAROLINA 25412
TEL [phone] FAX 910,709.3111
WWW.L s3P.com
WOMM OF
M AMOM WRITUTE ARXMM
COPYRIGHT 2005 ALL RIGHTS RESERVED
PRINTED OR ELECTRONIC DRAWINGS AND
DOCUME14TATION MAY NOT BE REPRODUCED
IN ANY FORM WITHOUT WRIM PERMISSION
FROM LS3P ASSOCIATES LTD.
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PROJECT ARCHITECT:
ACA
DESIGNED BY:
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DRAWN BY:
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CHECKED BY:
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PROJECT NUMBER: 7201-041310
GRADING, DRAINAGE &
CONTROL PLAN
EROSION
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AUGUST 2006

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CURB INLET # 7 C S
TOP GRATE=58.00 - �9O
G
f I N V= 56.50
08,79 ",
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B INLET #8 --
GRATE=58.00
=55.40
P.
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ILET #9
ATE=58.0❑
30
LEGEND
PROPERTY LINE
EXISTING FENCE
WETLANDS
EXISTING BUILDING
EXISTING CONTOUR
EXISTING SPOT ELEVATION
PROPOSED SPOT ELEVATION 0 GRADE
INFILTRATION AREA
PROPOSED STORM DRAIN
STORM DRAIN INLET
PROPOSED SANITARY SEWER
EXISTING WATER LINE
PROPOSED WATER LINE
LET #1 1 '
\TE=58.70
30
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CURB INLET #4
GRATE=55.50
�7 -\j INV=52.50
1' ," • • -7 - .50
Opp• ' ...ram +�`
TC BASIN
TOO RATE= -{ 1 1 rl ti
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fE TOP G ATE=
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-CH B SIN #2
TOP GRA =55.50 fr r li! 1'le
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BONEY
LS3P
ASSOCIATES
LTD.
2528 INDEPENDENCE BLVD. SUITE 2DO
W1LMINGTON, NORTH CAROLINA 26412
TEL [phone] FAX [phone]
WWW.L5.3P•Com
WONOM CF
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COPYRIGHT 2DO5 ALL RIGHTS RESERVED
PRINTED OR ELECTRONIC DRAWINGS AND
DOCLIMBITATION MAY NOT BE REPRODUCED
IN ANY FORM VATHOUT WRITTEN PERMISSION
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PROJECT NUMBER; 7201-041310
GRADING, DRAINAGE & EROSION
CONTROL PLAN
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MARCH 2O06
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PROPERTY LINE
DaSTLNG FENCE
WETLANDS
EXISTING BUILDING
NEW BUILDING
EXISTING CONTOUR
EXISTING SPOT ELEVATION
PROPOSED SPOT ELEVATION O GRADE
INFILTRATION AREA
PROPOSED STORM DRAIN
STORM DRAIN INLET
PROPOSED SANITARY SEWER
EXISTING WATER UNE
PROPOSED WATER LINE
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LS3P
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WILMINGTON. NORTH CAROUNA 28412
TEL 91G.790.9901 FAX [phone]
WWW.LS3P.COM
MD�9F,rE ANOM WITIM ARCHIMM
COPYRIGHT 2005 ALL RIGHTS RESERVED
PRINTED OR ELECTRONIC DRAWINCS AND
DOCUMMATION WAY NOT BE REPRODUCED
IN ANY FORM TATAWT WRITMN PERlp5510N
FROM LS3P ASSOCIATES LTD.
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PROJECT NUMBER: 7201--041310
LAYOUT PLAN
C=2ol
15
MARCH 2O06

/
)NTROL
SEE SITE PLAN STONE SHALL NOT
BLOCK OR IMPEDE
PIPE FLOW
SEE SITE PLAN
MIRAR 600X FILTER FABRIC
SECTION A - A OR APPROVED EQUAL
NOTE FILTER FABRIC AND STONE SHALL BE TOED UNDER FLARED END SECTION
ENERGY DISSIPATOR
NTS
TEMPORARY GRAVELLED
CONSTRUCTION ENTRANCE
NTS
I cq
1/4" WIRE MESH
— 6 STEEL POST
(SELF -FASTENER
STEEL ANGLE TYPE)
ism/i:'.`C/. .��/i:/..�/,?:�/
SEDIMENT CO -�
STONE 1'-6" 2' NOTES;
I SEDIMENT CONTROL STONE
SHALL BE #5 OR #57.
2 WIRE MESH SHALL BE
SECTION A -A HARDWARE CLOTH 19 GAGE
MULTI -DIRECTIONAL FLOW ESHS OPENINNGGS.�� v4"
INLET PROTECTION
NITS
SEDIMENT CONTROL
STONE
SECTION A -A
MULTI -DIRECTIONAL FLOW
TEMP. INLET PROTECTION
NITS
V4° WIRE MESH
POST
SESLF�fASTENER
STEEL ANGLE TYPE)
I Ili 1, 14, N, N, Z, V N, N, Z, N',
2
NOTES.
1. SEDIMENT CONTROL STONE
SHALL BE #5 OR #5.
2 WIRE MESH SHALL BE
HARDWARE CLOTH 19 GAGE
MR AND SHALL HAVE V4u
MESH OPENINGS.
z
GA, 6x6 MESH,
ANDARD FABRIC z U-
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z
z
-�- STEEL OR WOOD POST
WIRE MESH FOR STANDARD FABRIC
STANDARD OR EXTRA STRENGTH
FILTER FABRIC
DIRECTION OF WATER FLOW
NOTES
I SYN. FENCE FABRIC SHALL BE MIN. OF 30u IN WIDTH WITH
30 LBAN TENSILE STRENGTH FOR STANDARD FABRIC
AND 50 LBAN FOR EXTRA STRENGTH.
2 FABRIC SHALL BE CONTINUOUS LENGTH, IF JOINTS
ARE NECESSARY, LAP FABRIC POST TO POST.
3 STEEL POST SHALL BE MIN 4' IN HEIGHT AND BE OF THE
SELF -FASTENER STEEL ANGLE TYPE
4. WOOD POST SHALL BE A MIN. OF W IN HEIGHT AND
,V IN DIAMETER FABRIC SHALL BE FASTENED TO
WOODEN POST WITH NOT LESS THAN #9 WIRE STAPLE
w LONG OR TIE WIRES.
TEMPORARY SILT FENCE
NTS
SEE PLAN FOR I
ORIENTATION
CONC. COLLAR
ASPHALT
PRECAST
OR
BRICK MASONRY
FLOW
ri
PLAN
ANCHOR FABRIC SKIRT
MIN. 8u DEEP & 4" WIDE
CASTING
NOTE 2 X 2 DROP
INLET FRAME & GRATE
SHALL BE HEAVY DUTY
ELEV, VARIES
F1
6" V 6- K411
4u
+° .
SECTION
DROP INLET DETAIL
r is
HEAVY DUTY TRAFFIC BEARING
FLAME, GRATE AND HOOD.
NCDOT ROADWAY STANDARD
NO. 840.03 OR APPROVED
EQUAL NOTE: IF PRE -CAST BOXES
ARE USED THE CONTRACTOR
IS RESPONSIBLE FOR CONFIRMING
THAT THE PIPES CAN BE INSTALLED
TO THE GRADES SHOWN ON THE
PLANS USING A PRECAST BOX
PRIOR TO CONSTRUCTION.
260 Mini CONCRETE
BRICK
4u
120 EACH WAY NC, FTG
TYPICAL CATCH BASIN
24" CURB AND GUTTER NITS
D RRN
NOTES;
1 SIDEWALK THICKNESS SHALL BE 4u UNLESS NOTED OTHERWISE
2 CONTRACTION JOINTS (CJ.) SPACE SAME AS SIDEWALK WIDTH.
a THICKEN SIDEWALK TO 6" AT DRIVEWAYS.
4. THICKEN SIDEWALK TO 6" IN LAST a WHERE IT ABUTS PAVEMENT
WITH NO CURB.
5. 1/2u EXPANSION JOINT (EJ) REQUIRED AT NY MAX. AT SIDEWALK
JUNCTIONS, AT STRUCTURES, AND AS NOTED ON SITE PLAN.
6. PROVIDE A LAYER OF 15# BLDG FELT BETWEEN WALK AND ADJACENT
PARALLELING CURB OR STRUCTURE
7. REINFORCE w/6x6-10/10 W.W.M.
BLDG-STRUCTURE
SIDEWALK JOINT DETAILS
NTS
1/8"R TOOLED
JOINT
!" EXPANSION
►INT MATERIAL
EXPANSION JOINT (EJ)
1/4ux? DEEP WAN
�V80R TOOLED JOINT
CONTRACTION JOINT (C„1J
r a
E•. 44
.
a �
IF aM HEIGHT IS 6, THEN
'Br - 0 tV MAA" SLOPE, SIDE
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DFANWN JW
SUBGFWX
SECTION
WHEEL CHAIR RAMP
TYPICAL SIDEWALK AND
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CURB SECTION
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I THE CONTRACTOR SHALL VISIT THE SITE TO BECOME FAMILIARIZED WITH FIELD
CONSTRUCTION CONDITIONS.
2 CONTRACTOR SHALL COORDINATE WORK WITHIN NCDOT AND LOCAL RIGHT OF WAYS
WITH PROPER AUTHORITIES AND SHALL MEET ANY REQUIREMENTS AS TO TRAFFIC
CONTROL AND CONNECTION TO EXISTING STREETS,
a CLEARING AND GRUBBING REMOVE ALL TREES AS REQUIRED UNLESS OTHERWISE
NOTED TO REMAIN, STUMPS, ROOTS, SHRUBBERY, ASPHALT, CONCRETE, STRUCTURES,
BURIED UTILITIES, STORAGE TANKS, ETC. WITHIN LIMITS OF CONSTRUCTION.
4 STRIPPING BEFORE EXCAVATING OR FILLING, REMOVE ALL TOPSOIL, WOOD,
LEAVES, AND ANY OTHER UNSUITABLE MATERIAL
5. MUCKING: REMOVE ANY SOFT, ORGANIC SILT MATERIALS AND EXISTING BURIED
CONSTRUCTION DEBRIS AS REQUIRED AND FILL TO SUBGRADE ELEVATIONS WITH
A CLEAN SELECT -FILL COMPACTED AS SPECIFIED.
6. DISPOSAL' CLEARED, GRUBBED, STRIPPED OR EXCAVATED SPOIL SHALL BE REMOVED FROM
SITE AND DISPOSED OF IN ACCORDANCE WITH ALL APPLICABLE LOCAL AND STATE CODES,
7. BORROW MATERIAL: THE CONTRACTOR SHALL FURNISH BORROW MATERIAL
REQUIRED FROM OFF SITE AND OBTAIN ALL REQUIRED PERMITS ASSOCIATED
WITH BORROW OPERATIONS.
a FILL AND COMPACTION: AFTER STRIPPING THOSE AREAS DESIGNATED TO RECEIVE FILL
SHOULD BE PROOFROLLED. THE TOP W OF SUBGRADE SHALL BE COMPACTED TO AT
LEAST 98% OF MAXIMUM DENSITY AT OPTIMUM M06WRE CONTENT. ANY AREA WHICH
PUMPS OR RUTS EXCESSIVELY SHOULD BE UNDERCUT AND REPLACED WITH A CLEAN,
SILTY OR CLAYEY SAND HAVING A UNIFIED SOIL CLASSIFICATION OF SIP, SM, OR SC. FILL
MATERIAL 5" OUTSIDE OF BUILDING AREAS SHALL THEN BE PLACED IN LAYERS NOT TO
EXCEED 8" AND COMPACTED TO AT LEAST 95% OF THE STANDARD PROCTOR MAXIMUM
(CRY DENSITY (ASTM D-698) WITH THE UPPER 12 INCHES OF SUBGRADE BEING COMPACTED
TO 98% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY. FILL MATERIALS WITHIN
BUILDING AREAS TO A UNF OUTSIDE THE BUILDING AREAS SHALL BE PLACED IN LAYERS
NOT TO EXCEED 8u AND COMPACTED TO AT LEAST 98% OF THE STANDARD PROCTOR
MAXIMUM DRY DENSITY (ASTM D-698) WITH THE UPPER 12 INCHES OF SUBGRADE BEING
COMPACTED IN 6 INCH LAYERS TO 100% OF THE STANDARD PROCTOR MAXIMUM DRY
DENSITY. IN AREAS WHERE NO STRUCTURAL FILL IS TO BE PLACED THE UPPER 12 INCHES
OF IN -PLACE SUBGRADE SHOULD BE COMPACTED TO AT LEAST 98% OF THE STANDARD
PROCTOR MAXIMUM DRY DENSITY. IF THE MATERIAL IS TOO DRY TO COMPACT TO THE
REQUIRED DENSITY EACH LAYER SHALL BE WETTED IN ACCORDANCE WITH COMPACTION
REQUIREMENTS. IF THE MATERIAL IS TOO WET TO SECURE PROPER COMPACTION, IT
SHALL BE HARROWED REPEATEDLY OR OTHERWISE AERATED WITH SUITABLE EQUIPMENT
UNTIL OPTIMUM MOISTURE CONTENT IS OBTAINED. FILL SHALL BE PLACED IN SUCH A
MANNER THAT THE SURFACE WILL DRAIN READILY AT ALL TIMES. SEE STRUCTURAL
NOTES AND SOILS REPORT FOR ADDITIONAL REQUIREMENTS.
9, LAYOUT THE CONTRACTOR SHALL PROVIDE ALL LAYOUT REQUIRED TO
CONSTRUCT HIS WORK.
10, THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF
EXISTING UTILITIES DURING CONSTRUCTION,
11. EXISTING BOUNDARY AND TOPOGRAPHIC INFORMATION FROM SURVEY BY
AND PROVIDED BY OWNER
12 THE CONTRACTOR SHALL VERIFY DIMENSIONS AT JOBSITE
la THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF RELOCATION OR
DISCONNECTION OF ALL EXISTING UTILITIES WITH APPLICABLE AGENCIES AND AUTHORITIES,
14, ALL PAVEMENT AND BASE MATERIALS AND WORKMANSHIP SHALL CONFORM
TO NCDOT STANDARDS,
15, WATER AND SEWER SERVICES SHALL BE INSTALLED TO MEET LOCAL AND STATE
PLUMBING CODES, METER AND TAPS SHALL MEET ALL LOCAL REQUIREMENTS.
16 ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE
17. SEE REPORT DATED _y 19_ FOR
ADDITIONAL REQUIREMENTS.
la CONTRACTOR SHALL NOTE THAT EARTHWORK QUANTITIES ARE HIS
RESPONSIBILITY. PLANS DO NOT REPRESENT A BALANCED EARTHWORK CONDITION.
19. REINF CONC. PIPE SHALL BE CLASS II W/RUBBER GASKETED JOINT OR 'RAM
NECK". INSTALL PER MANUFACTURERS REQUIREMENTS.
20. USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. PAINT SHALL BE A
CHLORINATED RUBBER ALKYD, FS TT-P-115, TYPE III, FACTORY MIXED, QUICK DRYING,
NON -BLEEDING
21 REFER TO THE PLUMBING DRAWINGS FOR LOCATION AND INVERTS OF NEW
`HASTE AND WATER LINES.
22 SEE SHEETS P-2 FOR LOCATION AND INVERTS OF CONDENSATE AND ROOF DRAWS.
THE GENERAL CONTRACTOR IS RESPONSIBLE TO CONNECT THESE LINES TO THE
UNDERGROUND DOWNSPOUT DRAIN AT THE REQUIRED DEPTH TO DRAIN. ALL
UNDERGROUND DOWNSPOUT DRAINS SHALT. HAVE A MINIMUM SLOPE OF 1% AND BE SCH
40 PVC PIPE AS FOLLOWS USE 4u PIPE FOR UP TO 4 DOWNSPOUT CONNECTIONS, 5" PIPE
FOR 5 TO 8 DOWNSPOUT CONNECTIONS AND 8" PIPE FOR 9 OR MORE CONNECTIONS.
2a THE FINISHED GROUND ELEVATION AT THE BUILDING PERIMETER SHALL
BE A MINIMUM OF 6 INCHES BELOW THE BUILDING FINISH FLOOR ELEVATION
EXCEPT AT ENTRANCES AND ENTRANCE TRANSITIONS.
EROSION CONTROL NOTES AND MAINTENANCE PLAN;
I INSTALL EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUC1ON OR AS
SOON THEREAFTER AS POSSIBLE 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 REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED.
2 MAINTAIN THE GRAVEL CONSTRUCTION ENTRANCES IN A CONDITION TO
PREVENT MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION SITE THE
CONTRACTOR SHALL INSPECT THE CONSTRUCTION ENTRANCES ON A DAILY BASIS.
THIS WILL REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL NO. 4 STONE ANY
OBJEC71ONABL.E MATERIALS SPILLED, WASHED, OR TRACKED ONTO PUBLIC
ROADWAYS SHALT BE REMOVED IMMEDIATELY.
a INSTALL EROSION CONTROL MEASURES AROUND THE DROP INLETS AS SHOWN
ON THE PLANS TO TRAP SILT DURING CONSTRUCTION. INSPECT THE EROSION
CONTROL AROUND THE INLETS AFTER EACH RAIN AND MAKE REPAIRS
IMMEDIATELY. REMOVE SEDIMENT WHEN IT BECOMES 0.50' DEEP TO PROVIDE
ADEQUATE STORAGE VOLUME FOR SUBSEQUENT RAINS. WHEN THE
CONTRIBUTING DRAINAGE AREA HAS BEEN ADEQUATELY STABILIZED, REMOVE ALL
MATERIALS AND ANY UNSTABLE SOIL AND EITHER SALVAGE OR DISPOSE OF IT
PROPERLY, BRING THE DISTURBED AREA TO PROPER GRADE AND
APPROPRIATELY STABILIZE ALL BARE AREAS AROUND THE DROP INLETS.
4. SEDIMENT WILL BE REMOVED FROM BEHIND THE SILT FENCE WHEN IT
BECOMES 05 FT DEEP AT THE FENCE THE SEDIMENT FENCE WILL BE REPAIRED
AS NECESSARY TO MAINTAIN A BARRIER SILT FENCE STAKES WILL BE SPACED 6
FEET APART UNLESS A WIRE BACKING IS USED WITH 8 FOOT STAKE SPACING.
4f INSPECT TEMPORARY SEDIMENT TRAPS / CHECK DAMS AFTER EACH PERIOD OF
SIGNIFICANT RAINFALL REMOVE SEDIMENT AND RESTORE THE TRAP TO ITS
ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE-HALF THE
DESIGN DEPTH OF THE TRAP. PLACE THE SEDIMENT THAT IS REMOVED IN THE
DESIGNATED DISPOSAL AREA AND REPLACE THE CONTAMINATED PART OF THE
(GRAVEL FACING CHECK THE STRUCTURE FOR DAMAGE FROM EROSION OR PIPING
PERIODICALLY CHECK THE DEPTH OF THE SPILLWAY TO ENSURE IT IS A MINIMUM OF
15 FT, BELOW THE LOW POINT OF THE EMBANKMENT. IMMEDIATELY FILL ANY
`SETTLEMENT OF THE EMBANKMENT TO SLIGHTLY ABOVE DESIGN GRADE ANY
RIPRAP DISPLACED FROM THE SPILLWAY MUCT BE REPLACED IMMEDIATELY. AFTER
ALL SEDIMENT -PRODUCING AREAS HAVE BEEN PERMANENTLY STABILIZED, REMOVE
THE STRUCTURE AND ALL UNSTABLE SEDIMENT. SMOOTH THE AREA TO BLEND
WITH THE ADJOINING AREAS AND STABILIZE PROPERLY.
6. NO CUT OR ALL SLOPES SHALL EXCEED A SIDE SLOPE OF 1 VERTICAL TO 3
HORIZONTAL UNLESS OTHERWISE SPECIFIED ON THE PLAN. ALL SLOPES SHALL BE
SEEDED AND STABILIZED WITHIN 15 DAYS,
T THE STORMWATER PONDS WILL ACT AS SEDIMENT BASINS AND WILL BE
CLEANED OUT WHEN THE LEVEL OF SEDIMENT REACHES 2D FT. BELOW THE TOP
OF THE RISER GRAVEL WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT
POOL NO LONGER DRAINS PROPERLY.
8. ALL DISTURBED AREAS SHALL BE SEEDED WITHIN 15 DAYS OF DISTURBANCE ALL
SEEDED AREAS WILL BE FER7IUZED, RESEEDED AS NECESSARY, AND MULCHED
ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS
DENSE VEGETATIVE COVER
9, MORE STRINGENT MEASURES SHALL BE USED TO HALT EROSION IF THOSE SHOWN
ON THIS PLAN ARE NOT EFFECTIVE
la ALL EROSION SHALL BE CONTROLLED INCLUDING SIDE SLOPES BEFORE THE
PROJECT IS COMPLETED. Gv oW
It REMOVE TEMPORARY MEASURES UPON COMPLETION OF PROJECT. ALL
MEASURES WILL BE WELL ESTABLISHED BEFORE PROJECT CLOSE-OUT,
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LS3P
ASSOCIATES
LTD.
2528 INDEPENDEmCE OLvD. SUITE 200
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COPYRIGHT 20M ALL RIGHTS RESERVED
PWNTED OR ELECTRONIC DRAWNGS AND
DOCUMENTATION MAY NOT BE REPRODUCED
IN ANY FORM WTHOUT MRMEN PEWSSION
FROM LS3P ASSOCIATES LTD.
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PROJECT ARCHrrECT:
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DESIGNED BY: JAC, ACA
DRAWN BY:
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CHECKED BY:
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PROJECT NUMBER: 7201-041310
DETAIL SHEET
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15
MARCH 2O06

NCDOT
EROSION CONTROL 6` W/
8' W/
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SEE SITE PLAN STONE SHALL NOT
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PIPE FLOW
SEE SITE PLAN
. . . . . . . . . . . . . . I/___T
M1RAR 60OX FILTER FABRIC
SECTION A - A OR APPROVED EQUAL
NOTE FILTER FABRIC AND STONE SHALL BE TOED UNDER FLARED END SECTION
ENERGY DISSIPATOR
NTS
SEDIMENT
STONE
TEMPORARY GRAVELLED
CONSTRUCTION ENTRANCE
NITS
or
V4" WIRE MESH
19 STEEL (SELF -FASTENER
STEEL ANGLE TYPE)
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2' i NIDT E&
1 SEDIMENT CONTROL STONE
SHALL BE #5 OR #57.
SECTION A -A 2 WIRE MESH SHALL BE
HARDWARE CLOTH 19 GAGE
MULTI -DIRECTIONAL FLOW AESH OPSHALLN � �4"
INLET PROTECTION
NTS
1/4u WIRE MESH
5' STEEL POST
(SELF -FASTENER
STEEL ANGLE TYPE)
SEDIMENT CONTROL i
STONE NOTES:
I SEDIMENT CONTROL STONE
SHALL BE #5 OR #5T,
2 WIRE MESH SFIALL BE
SECTION A A HARDWARE CLOTH 19 GAGE
MIN, AND SHALL HAVE V4"
MULTI -DIRECTIONAL FLOW MESH OPE>`NNGS
TEMP. INLET PROTECTION
NTS
FABRIC NOTES, SITE WORK NOTES~
H 1 SIDEWALK THICKNESS (CAI). BE 4" UNLESS NOTED OTHERWISE I THE CONTRACTOR SHALL VISIT THE SITE TO BECOME FAMILIARIZED WTH FIELD 2 CONTRACTION JOINTS .J.? SPACE SAME AS SIDEWALK WIDTH.
3 THICKEN SIDEWALK TO 6" AT DRIVEWAYS 2,-0,,... CONSTRUCTION CONDITIONS
STEEL OR WOOD POST 4. THICKEN SIDEWALK TO 6" IN LAST & WHERE IT ABUTS PAVEMENT
- WITH NO CURB,
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2 CONTRACTORS -�-I- --HALL COORDINATE W
_ WIRE MESH FOR STANDARD FABRIC •if 'TOOLED----- -- 1' 6 6 w_ RDI WORK WITHIN NCDOT AND LOCAL RIGHT OF_WAY ---.-------- - ------ - ---- - --. _ -----
_._.__._.._.___ __.__ - ____-- _-- 8------____ _ ..____._ ___...�
. _, _ _ _..-_-_--�.---5.- u�EXPANSION-JDINI�JJ--REQUIRED AT 34' MAX �Ai�.SIDEWALI� 1�`2"R WITH PROPER AOTNO-R-iTf�S AND SHALL MEET ANY REQLIREMENTS AS TO 'TRAFFIC
f--I- z JUNCTIONS AT STRUCTURES AND AS NOTED ON SITE PLAN. JOINT CLASS A CONC.
- STANDARD OR EXTRA STRENGTH 6. PROVIDE A LAYER OF 15# BLDG. FELT BETWEEN WALK AND ADJACENT G�ONTROL AND CONNECTION TO EXISTING STREETS. `
- '-y- - MIN, 14 GA 6x6 MESH PARALLELING CURB OR STRUCTURE a ' '
- - FOR STANDARD FABRIC u FILTER FABRIC ? REINFORCE w/&x6-10fi0 WW,M. ; .. `• ASPHALT S� R. - a CLEARING AND GRUBBING' REMOVE ALL TREES AS REQUIRED UNLESS OTHERWISE
cONCRETIE, STRUCTURES $ O N EY
V.� ¢,.. ... NOTED TO REMAIN, STUMPS, ROOTS, SHRUBBERY, ASPHALT, ,
!- ; :: ' . _ w ; 6 . �, �- BURIED UTILITIESy STORAGE TANKS, ETC. WITHIN LIMITS OF CONSTRUCTION.
OF WATER FLOW 1/2" EXPANSION LS3P ASSOCIATES LTD.
i ; z JOINT MATERIAL t V '1rI r. 4, STRIPPING: BEFORE EXCAVATING OR FILJL.ING, REMOVE ALL TOPSOIL, WOOD, 252a IGTON,N NORTH
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CURB W MAX SPACING EXPANSION JOINT U) LEAVES, AND ANY OTHER UNSUITABLE MATERIAL s1arao ssm FAx 91a�oe.31n
WWW Ls3p.com
ANCHOR FABRIC SKIRT
MIN, 8" DEEP & 4" WIDE 5, MUCKING REMOVE ANY SOFT, ORGANIC SILT MATERIALS AND EXISTING BURIED
1/400J DEEP w/AN CURB SECTION CONSTRUCTION DEBRIS AS REQUIRED AND FILL TO SUBGRADE ELEVATIONS WITH
�• , . 1/8"R TOOLED JOINT A CLEAN SELECT -FILL COMPACTED AS SPECIFF
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a DISPOSAL' CLEARED, GRUBBED, STRIPPED OR EXCAVATED SPOIL SHALL BE REMOVED FROM
.. i.• ` . SITE AND DISPOSED OF IN ACCORDANCE WITH ALL APPLICABLE LOCAL AND STATE CODES.
77
7, BORROW MATERIAL: THE CONTRACTOR SHALL FURNISH BORROW MATERIAL
NOTES :...
REQUIRED FROM OFF SITE AND OBTAIN ALL REQUIRED PERMITS ASSOCIATED
•QQNTRACIION JOINT LICE T
WITH BORROW OPERATIONS, MMM W,M,,,,,,,
1 N. FENCE FABRIC SHALL BE MIN. OF 30" IN WIDTH WITH COPYRIGHT 2005 ALL RIGfTS RESERVED
300 LBAN TENSILE STRENGTH FOR STANDARD FABRIC BLDG•-MUCTURE a FILL AND COMPACTION; AFTER STRIPPING THOSE AREAS DESIGNATED TO RECEIVE FILL pRom OR miamome ORAWlNGS AND
SHOULD BE PROOFROLLED, THE TOP 8" OF SUBGRADE SHALL BE COMPACTED TO AT DOCUMViTATION MAY NOT BE RUIMO CM
lND 50 LB/IN FOR EXTRA STRENGTH. LEAST 98% OF MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT, ANY AREA WHICH IN ANY FARM W HOUT WRITTEN PERUSSION
FROM
2 FABRIC SHALL BE CONTINUOUS LENGTH, IF JOINTS PUMPS OR RUTS EXCESSIVELY SHOULD BE UNDERCUT AND REPLACED WITH A CLEAN, Is3P assoanls `''
ARE NECESSARY, LAP FABRIC POST TO POST, SIDEWALK JOINT DETAILS SILTY OR CLAYEY SAND HAVING A UNIFIED SOIL CLASSIFICATION OF SP, SM, OR SC. FILL
MATERIAL S" OUTSIDE OF BUILDING AREAS SHALL THEN BE PLACED IN LAYERS NOT TO
a I TEFL POST SHALL BE MIN 4' IN HEIGHT AND BE OF THE NTS EXCEED 8" AND COMPACTED TO AT LEAST 95% OF THE STANDARD PROCTOR MAXIMUM J •
,SELF -FASTENER STEEL ANGLE TYPE. �)RY DENSITY (ASTM 0-698) VVn H THE UPPER .12 INCHES OF SUBGRADE BEJNG COMPACTED
TO 9896 OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY FILL MATERIALS WITHIN Z� u
4. WOOD POST SHALL BE A MIN. OF 4' IN HEIGHT AND B,! 1ILDING AREAS TO A LINE OUTSIDE THE BUILDING AREAS SHALL BE PLACED IN LAYERS
,V IN DIAMETER. FABRIC SHALL BE FASTENED TO NOT TO EXCEED 8" AND COMPACTED TO AT LEAST 9896 OF THE STANDARD PROCTOR
WOODEN POST WITH NOT LESS THAN #9 WIRE STAPLE p
I�IAXIMUM DRY DENSITY (ASTM D-698) WITH THE UPPER 12 INCHES OF SUBGRADE BEING
1" LONG OR TIE WIRES, °°~ COMPACTED IN 6 INCH LAYERS TO 100% OF THE STANDARD PROCTOR MAXIMUM DRY ? W
L'IENSIiY. IN AREAS WHERE NO STRUCTURAL FILL IS TO BE PLACED THE UPPER 12 INCHES •• W c Lo
T E M PO RA RY S I LT FENCE ,��f 4 OF IN -PLACE SUBGRADE SHOULD BE COMPACTED TO AT LEAST 98% OF THE STANDARD � z z � C7
NTS 1F� ��„ PROCTOR MAXIMUM DRY DENSITY. IF THE MATERIAL IS TOO DRY TO COMPACT TO THE z
REQUIRED DENSITY EACH LAYER SHALL BE WETTED IN ACCORDANCE WITH COMPACTION W z 8- °
�,
�` : :•�pL REQUIREMENTS. IF THE MATERIAL IS TOO WET TO SECURE PROPER COMPACTION, IT
Up ;.
. ,,' • • :. " SHALL BE HARROWED REPEATEDLY OR OTHERWISE AERATED WITH SUITABLE EQUIPMENT Y W m
UNTIL OPTIMUM MOISTURE CONTENT IS OBTAINED, FILL SHALL BE PLACED IN SUCH A �, ago Q
,'..• MANNER THAT THE SURFACE WILL DRAIN READILY AT ALL TIME$, SEE STRUCTURAL c —
SEE PLAN FOR PIPE �'IN,a. NOTES AND SOILS REPORT FOR ADDITIONAL REQUIREMENTS, Z z
ORIENTATION z
. LAYOUT; THE CONTRACTOR SHALL PROVIDE ALL LAYOUT REQUIRED TO ..I Y a
Fir', �EI� CONSTRUCT HIS WORK 6 Z
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PLAN RARE W IS 7? WrMMUM EXISTING UTILFIIES DURING CONSITUCTION. Q +
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HEAVY DUTY TRAFFIC BEARING
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NCDOT ROADWAY STANDARD
NO. 840.03 OR APPROVED
EQUAL
NOTE: IF PRE -CAST BOXES
GROUT
ARE USED THE CONTRACTOR
IS RESPONSIBLE FOR CONFIRMING
THAT THE PIPES CAN BE INSTALLED
TO THE GRADES SHOWN ON THE
PLANS USING A PRECAST BOX
PRIOR TO CONSTRUCTION,
8"
264 MIN,
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11 EXISTING BOUNDARY AND TOPOGRAPHIC INFORMATION FROM SURVEY BY Z ,
AND PROVIDED BY OWNER,
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soon PSI tl VR
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Y ..• 1a THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF RELOCATION OR ,
DISCONNECTION OF ALL EXISTING UTILITIES WITH APPLICABLE AGENCIES AND AUTHORITIES
14, ALL PAVEMENT AND BASE MATERIALS AND WORKMANSHIP SHALL CONFORM
' 0 NCDOT STANDARDS
&9••1g110 W�11M AM� •, ' _ .
3UBQRADE -_'
EI S WATER AND SEWER SERVICES SHALL BE INSTALLED TO MEET LOCAL AND STATE REVISIONS
F
SECTION P, -UMBING CODES METER AND TAPS SHALL MEET ALL LOCAL REQUIREMENTS. -
CONCRETE SIDEWALK CONTROL JOINT t ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE==:
� � . SEE REPORT DATED �_, 19.._.-.. FOR
DiIIONAL REQUIREMENTS, I'
CONTRACTOR SHALL NOTE THAT EARTHWORK QUANTITIES ARE HIS<- r
.. -,� 1 _
R?ESPONSIBIIJTY. PLANS DO NOT REPRESENT A BALANCED EAR THWORK CONDIITON.
REINF, CONIC, PIPE SHALL BE CLASS 10 W/RUBBER GASKETED JOINT OR "RAM
�s-lona wwM ECK". INSTALL PER MANUFACTURER'S REQUIREMENTS,"T
I�il l fir;
USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. PAINT SHALL BE A �=
SECTIONS HLORINATED RUBBER ALKYD, FS TT-P-115, TYPE It FACTORY MIXED, QUICK DRYING, �_ f
WHEEL CHAIR RAMP ION -BLEEDING. _-
TYPICAL SIDEWALKAND it REFER TO THE PLUMBING DRAWINGS FOR LOCATION AND INVERTS OF NEW
WASTE AND WATER LINES. I _
WHEEL CHAIR RAMP DETAIL w.
NTS 4 SEE SHEETS P-2 FOR LOCATION AND INVERTS OF CONDENSATE AND ROOF DRAINS.
THE GENERAL CONTRACTOR 15 RESPONSIBLE TO CONNECT THESE LINES TO THE F
,� NDERGROUND DOWNSPOUT DRAIN AT THE REQUIRED DEPTH TO DRAIN. ALL W f: .
WNDERGROUND DOWNSPOUT DRAINS SHALL HAVE A MINIMUM SLOPE OF 1% AND BE SCH
RESERVED VM ACOME9M 1 40 PVC PIPE AS FOLLOWS: USE 4" RPE FOR UP TO 4 DOWNSPOUT CONNECTIONS, 5" PIPE
pff"ADAWTO9Am"m°NKLY FOR 5 TO 8 DOWNSPOUT CONNECTIONS AND 8" PIPE FOR 9 OR MORE CONNECTIONS,
sus To SE QOW srMOM 2a THE FINISHED GROUND ELEVATION AT THE BUILDING PERIMETER SHALL
Alwm BMT TO maim WOOD as ~ :
R+7w � 'Ms EXCEPT AT ENTRANCES AND ENTRANCE TRANSITIONS.
FLOOR ELEVATION
EROSION CONTROL NOTES AND MAINTENANCE PLAN;RO -,
BAOit�itlllD-N/RE I r' Fes.. _
cQvw XIMAN mMTW4W�FW � . INSTALL EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION OR AS
'BOON THEREAFTER AS POSSIBLE, ALL EROSION AND SEDIMENT CONTROL PRACTICES -
'VON
BE CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY
tax
VAN RUNOFF -PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE EVERY WEEK ANY -
,." --- NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED. `=
2 MAINTAIN THE GRAVEL CONSTRUCTION ENTRANCES IN A CONDITION TO
w� "°"�' ;''°�' — PREVENT MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION SITE THE
� cl)
CONTRACTOR SHALL. INSPECT THE CONSTRUCTION ENTRANCES ON A DAILY BASIS. O
TYPICAL HANDICAPPED SIGN DETAIL THIS WILL REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL NO.4 STONE ANY
OBJECTIONABLE. MATERIALS SPILLED, WASHED, OR TRACKED ONTO PUBLIC
ROADWAYS SHALL BE REMOVED IMMEDIATELY.0
INSTALL EROSION CONTROL MEASURES AROUND THE DROP INLETS AS SHOWN
bN THE PLANS TO TRAP SILT DURING CONSTRUCTION, INSPECT THE EROSION
0
CONTROL AROUND THE INLETS AFTER EACH RAIN AND MAKE REPAIRS
IMMEDIATELY, REMOVE SEDIMENT WHEN IT BECOMES 0.50' DEEP TO PROVIDE
ADEQUATE STORAGE VOLUME FOR SUBSEQUENT RAINS. WHEN THE rA
CONTRIBUTING DRAINAGE AREA HAS BEEN ADEQUATELY STABILIZED, REMOVE ALL
V
ATERIALS AND ANY UNSTABLE SOIL AND EITHER SALVAGE OR DISPOSE OF IT
ROPERLY BRING THE DISTURBED AREA TO PROPER GRADE AND T r
APPROPRIATELY STABILIZE ALL BARE AREAS AROUND THE DROP INLETS, i
A,
SEDIMENT WILL BE REMOVED FROM BEHIND THE SILT FENCE WHEN IT
BECOMES 0.5 FT DEEP AT THE FENCE THE SEDIMENT FENCE WILL BE REPAIRED �M
AS NECESSARY TO MAINTAIN A BARRIER SILT FENCE STAKES WILL BE SPACED 6
FEET APART UNLESS A WIRE BACKING IS USED WITH 8 FOOT STAKE SPACING, z
9 INSPECT TEMPORARY SEDIMENT TRAPS /CHECK DAMS AFTER EACH PERIOD OF J
... .. ;EWER LIGNIFICANT RAINFALL REMOVE SEDIMENT AND RESTORE THE TRAP TO ITS 0
. _ ' - . - . ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE-HALF THE
ESIGN DEPTH OF THE TRAP. PLACE THE SEDIMENT THAT IS REMOVED IN THEJ.
5a�FOOT DESIGNATE D DISPOSAL AREA AND REPLACE THE CONTAMINATED PART OF THE Q
.. VE& A -TM CRA VEL FACING CHECK THE STRUCTURE FOR DAMAGE FROM EROSION OR PIPING
PERIODICALLY CHECK THE DEPTH OF THE SPILLWAY TO ENSURE IT IS A MINIMUM OF =
15 n BELOW THE LOW POINT OF THE EMBANKMENT. IMMEDIATELY FILL ANY � �•••
+. ETTLEMENT OF THE EMBANKMENT TO SLIGHTLY ABOVE DESIGN GRADE ANY CL �I
IPRAP DISPLACED FROM THE SPILLWAY MUCT BE REPLACED IMMEDIATELY AFTER ti
ALL SEDIMENT -PRODUCING AREAS HAVE BEEN PERMANENTLY STABILIZED, REMOVE T� 0
• • . - TE STRUCTURE AND ALL UNSTABLE SEDIMENT. SMOOTH THE AREA TO BLEND
7 •
. `MH THE ADJOINING AREAS AND STABILIZE PROPERLY.
�. NO CUT OR FILL SLOPES SHALL EXCEED A SIDE SLOPE OF 1 VERTICAL TO 3
0ORIZONTAL UNLESS OTHERWISE SPECIFIED ON THE PLAN, ALL SLOPES SHALL BE cl
SEEDED AND STABILIZED WITHIN 15 DAYS. ,Q �•
z U)
THE STORMWATER PONDS WILL ACT AS SEDIMENT BASINS AND WILL BE ig
- CLEANED OUT WHEN THE LEVEL OF SEDIMENT REACHES 2,0 FT. BELOW THE TOP W T.
WE FILTER OF THE RISER GRAVEL WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT
NTS "L NO LONGER DRAINS PROPERLY. Z
ALL DISTURBED AREAS SHALL BE SEEDED WITHIN 15 DAYS OF DISTURBANCE ALL
DEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED
ACCORDING TO SPECIFlCATlONS IN THE VEGIET'ATNE PLAN TO MAINTAIN A VIGOROUS PRINCIPAL RILL
DENSE VEGETATIVE COVER DESIGNED Br'JAC, ACA
e'N��1t♦1u1oEs�y� y DRAWN BY: ACA
�•� �1 CAS? �, MORE STRINGENT MEASURES SHALL BE USED TO HALT EROSION IF THOSE SHOWN CHECKED Br, ACA
Ems ON THIS PLAN ARE NOT EFFECTIVE -
_ '% PROJECT NUMBER: 72D1—U41310
ALL, FROWN SHALL BE CONTROLLED INCLUDING SIDE SLOPES BEFORE TH � � �-�0�
J��- DETAIL SHEET
p PROJECT IS COMPLETED.�Q
t 11 REMOVE TEMPORARY MEASURES UPON COMPLETION OF PROJECT. ALL
MEASURES WILL BE WELL ESTABLISHED BEFORE PROJECT CLOSE-OUT. C=4
15 MARCH 2O06

INFILTRATION
AREA#1 B
INFILTRATION BASIN # 1 A & 1 B @ ELEVATION 58.00
SCALE: 1"=40'
u
INFILTRAION
AREA #2
11 A I
INFILTRATION BASIN # 2 @ ELEVATION 54.00
SCALE: 1"=40'
INFILTRATION BASIN #3 C@ ELEVATION 54.80
SCALE: I"=40'
.I I
15" SD
FROM CB #26
FROM
18" SD FIR :::x
SDMH #1 CONC. COLLAR
24" SD TO PLAN
INFILTRATION BASIN
BAFFLE WALL
INV. = 58.00--\
18" SD FROM
SDMH #1
INV. = 56.00
SECTION A —A
DIVERSION BOX #1
NTS
24" SD FROM CB j
24'* SD
INFILTR
BASIN
18's
24" SD TO
INFILTRATION
BASIN # 2
INV=53.00
24" SD
CB #13
INV=53-C
SECTION A —A
DIVERSION BOX #2
NTS
2411 SD
FROM CB #4
10' BAFFLE WALL—,
CONC. COLLAR —
PLAN
24" SD FROM CB #3
10' BAFFLE WALL--\
INV. = 54.80
IN, H L
24" SD
INV. = 52.50
BAFFLE WALL
A 24" SD BY-PASS
MANHOLE FRAME & COVER
TOP = 59.00
5' x 6' PRECAST BOX
�-24" SD BY—PASS
INV. = 55.00
6" CLASS 1 STONE
COMPACT SUBGRADE
)_4" BY-PASS
vIE & COVER
6' PRECAST BOX
BY-PASS
= 52.30
SS 1 STONE
.CT SUBGRADE
A 24" RCP BY-PASS
TO IFILTRATION BASIN #3
2'x2' FRAME AND GRATE
TOP = 55.50
:Y :WmEl
ll�\� �x
SECTION A —A
DIVERSION BOX #3
N TS
5' x 10' PRECAST BOX
24" BY—PASS
INV = 51.00
6" CLASS 1 STONE
COMPACT SUBGRADE
58.50
STORAGE ELEV. = 58.00
BOTTOM ELEV. = 56.00
7,
SPREADER, IZ;7r DETAIL
FLOW SPREADER, SEE DETAIL
v SHWT = 53.70
4" OF EXISTING OR
IMPORTED CLEAN SANDI
INFILTRATION BASIN DETAIL (BASIN # 1 A & 1 B)
N TS
KEYSTONE WALL (TYP.)
7 STORAGE ELEV. = 54.00
57.00
"r flKovialkNomEm"110
FLOW SPREADER, SEE DETAIL/
V SHWT = 49.70
4" OF EXISTING OR
IMPORTED CLEAN SANDI
INFILTRATION BASIN DETAIL (BASIN #
N TS
STORAGE ELEV. = 54.50
sr.
ls: 17
55,50
BOTTOM ELEV. = 54.00
FLOW SPREADER, SEE DETAIL
v SHWT 51.50
4" OF EXISTING OR
IMPORTED CLEAN SANDI
INFILTRATION BASIN DETAIL (BASIN #3)
N TS
BONEY
LS3P
ASSOCIATES
LTD.
2528 INDEPENDENCE BLVD. SUITE 200
VALMiNGTON, NORTH CAROUNA 28412
TEL 910.790.990E FAX [phone]
Www.Lw.Ccm
MIRMIX OF
SE AkEW.M monurit w Araffmm
COPYRIGHT 2005 ALL RIGHTS REMM
PRINTED OR ELECTRONIC DRAININGS AND
DOCUMENTATION MAY NOT BE RMMM
W ANY FORM WITHOUT WRITTEN PERMISSION
FROM LS3P ASSOCIATES LTD.
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PRINCIPAL:
RLL
PROJECT ARCHITECT:
ACA
DESIGNED BY: JAC, ACA
DRAWN BY:
ACA
CHECKED BY:
ACA
PROJECT NUMBER. 7201-041310
DETAIL SHEET
C=5
I
AUGUST 2006

DEED REFERENCE CHART
I_ETTER REF:
DEED INFORMATION
LL`TCL`R RE?°:
DEED INFORMATION
A
On
WF
ee,ch.orlelMarshall
Decd E?ook: r 197:
f agc: t 82
O
WF
Fender County Board
Of s=dur-atron
Deed Book: $70.
Page: 33
g
WF
New River Wood
Corporation
Dced book: 603.
Forge: e2
L
WF
Carolina Baldwin
Deed Bank: 5 1 O:
Pagc: 56
l 1
\�
N/r
Kathryn Lee
Dec Book:'839_
Page: 32G
O
N/F
Bruton Gary (E�q
Peed Book: 590:
Page: 25 f
D
o
N�
,Cathryn Lee (Etas)
Dead Book: 1589;
FaeJe: 32G
N
o
Last i�uest
Kd
Propertre9
Veed Book: 2426;
Page: 130
O
N/F
Andrew Johnson
Deed Book 20045
0
wr
Robert Hign (Eta!)
Deed Book: 2425;
Forge: 030
Page: 109
otivr
1'
WF
J.W. Ass (1sta1)
�
rn
J. Morns (Etaq
>ok_* 1
Occd Book: I 1 37:
O
Deed Book: 195d;
Page: 339
Page: 200
N/r
O
New River Wood
Corpor'
t7ecd Book: : G 603:
f r� 1
1�.X/1
WF
J. Morris (Flap
Deed Book: i 1 58;
Page: 92
Page: 23
O
wr
Otde Point
Deed Book: 4'T4:
Pagc: 29 1
p
1\
N/F
R01 Hlgh (Elal)
Deed Book: 2426.
Pagc: 1 06
O
N/F
Derender County Library
Deed BoY09:
Page: 5 I
C„>
WF
Mark L. Maynardok:
Deed Bonk: 2453;
Page: 035
+�
f
N/F
render County Board
Of Education
Deed book: 757;
Page- 209
X
W
D,anc Lamia
0.. e5ook: 1 207:
Page: 344
N/F
Randy L_ Blant
(Etal)
Deed Book: I 1
Page: 45
N/F
Alton Y. Lennon
Deed Book: 1 5545;
Page: 3
we,
C
TI2PvGT. I_G
GO' Access Easement
Deed Book: GOO;
Page: 1945 / Ri
)1
0.73 Acres
CEO' f rlvate
Access Easerrient
Deed Book: 524;
Page: 1 7
Portion Of Tract
Shown on
Map Book: 20;
Paige: 43
M
Epp VbETLAN47 AMA
N64"19'S7" W 1,7 Acres
73.E (E~nd Of State Mal+k2ilne road)
ILL-
cZ-
2
Ef' .........
3 WeTLANO AMA r . . VWTLANP AMA
0.6-1-- Acres -009.2 Acres
. • . r . .
10
nw . . . . • . . . • w . .
Z. . . . r . . . . . . . • . . .
. . . . . . . . . . . . w . • .
lip . . • . . . . . . . . . .
. . . . . . . . . . . •EP
. . . . . . . . . . . . .
N � .
Z
Deed Pook: 600; rage 199. • . • . .
VV1~TLANI7 AM . . . . . . . . . . . . . .
O.1 -i-_ Acres
• . . • . w . .
. . . . r .
• w . . • . . . .
. . . • • . . . w . r
. . . . . .
. . _ . . . . . . .
v+
.
da
. . . . . . . . .
w
N/F
-
. . . . . . .
. . . . . . • . .
N
Robert W. Jr.
- - . .
. . . . . . . . . . .
"l
Marcclle L. Austin
Deer# Book: 1 1 OS;
Z • • ' ' . ' "
• r " ' ' " " ~ ' .
Page: 1 f 1
Ef' - - - •
3
r _ . . . . . . . . .
. . .
. . . . . . . . . . \.
VV_11,AWVAi21;
O.'Sx Acres
-
..w-• ._ .-.-.r.r.
.•.'. . .-.-. Q �'
QQ .
• • . . 0 .i
5l�V6_r 5
D ffTA I L "All
SCALE 3x
N63•
s632'3s �,
446.22'
EA'
7'�' Lib 7"'; �
LI7✓r r zr,/ ol l�
564 rr5 r W y�}g - j9' S511 W NIp
-54'5.47'
551" 14'4o"W
N/F
David B- Phillips
Deed Book: I I G9;
Pagc: 5 2
549'S5'S0"� 60.00'
GO' Prlvatc
Access Eascmcrit
Oced Book: 759;
Page: 232
W-TLANO AMA
I.5 � Acres
�I . . . . . . . . . . .
\ . . . . . . . . . . r . . . . . . .
. . .. . . . . . . . . . . . . . . . .
. . . . • • . . . . w • . . . • • . . .
. . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . • . . . . . . . . . r . . . .
. . . . . . . . . . . . . . 110.5 Acres . . . . . . . . . . . . . .
. .r. . -. . .•.+.+. .•w` -. !°RQs . -r .'.^.".�.".-.w.-
CJeed Po�ok: 627: rage 2�6
. . . . ..
. • . . • . • . . . . . . . . . . . . • . . . .
i�OUNbAkY LINE TAPI-F-
ow
LXN6TH
l3E~MW6
[A
65.71
586' 15' S4, 1r
L2
6 .U5
585' S5' 44"e.
L5
438.20
N40'03'34"W
L4
455.�49
N40-02'01"W
1-5
456.23
N40"01'54"W
. L6
100:00
N47' 27' 09"Ir
L7
100.Ora
N48'37'49'T
L8
120.00
N46"46'41"I;
L9
520.00
N47' S2' 29"C
L 10
97.92
N57' 22' 08"W
LII
268.79
N57'22'06"W
1-12
263.71
N52"45'15"E
L13
296.01
N41 ` 54' 48"W
1-14
89.1�
S4Q' 04' 30"W
L15,
57.62
N66" 18' S2"C
L 16
142.14
N58- 46' 46"E
L-17
10.12
N51-14'04"E
W8
l02.61
N45'39'35"�
L.19
60.00
5'l`8 45'20"�
(fle Line)
L,20
60.00
558 ` 45' 20"E
(TIC Llr•le)
L21
232,82
N40-d50I!"r-
L22
206.14
N�9" 58' 26'6
L25
269.25
N59' S7' 4911
L24
214.96
N45" 54' 18"W
L25
31.56
N57"45'E5"�
I30UNt�AI?Y CUPVF- TrXXX
CL11?V6
Lew6TI•l
W11.15
Cho, 1121rectim
CHOIW
CI
545,85
455.00
517 ` 57' 19"C
337:57
C2
599.92
515.00
518'.04"i5"B
589.95
51 IEE r 4
q 1;
. . . . . . .
. . S� (V ip •
- SI E 5
_
.
. . . . . . . . . . . . . . . . .
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///
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Old W&Wvid Line
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•
. . . . . . . .
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•
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264.55'
5 79' S9' 28" E
. . . • r
. . . . .
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. . . . . . . . . . . . .
. .
(�
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505.29'
. . . . .
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. . . . . . .
EP
•
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CF' •
E� N EO ! 3' 27"
6 .
• . .
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w N 42' 42'
285.
5'
" E
r
N 80' S5' S6" C
125.g5' . . . . . . . 1 W
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273.l7'
•
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.
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_
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_
. -
- - 5
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//
N 57' 48' S8" E - -
-
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.
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58.27' •
N 57 3!
23•�9'
CM 5Er
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N 36'09'S9" i<
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284.21'
5 57" 25' 02" P, . • _
- 06) y ,
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- - N 55108'S81, r A
. 255.47'
126.67'
•
A 25
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r„
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117.51'
v rt'
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_ N 54" 20' ' E
49,99'
. xr
46.4� Acres . . . . . -
- .
N
y12 50
tp
f
•
~ fi
.
. . . . . . . . . . . . . . . '
548-02'24" W 1595.80'
9,�J
N
tp
N 49-1l'33" 0
690.50Cd
N 48'42'S5'` C
744.98'
.
. . . . . . . . . . - -
A-7
0
L
5Er p, Eln ��
SEf 2" EP
Agreamerit Line ! er
•
• - r - - • • -
Wr;SANP
0.6�
A N 26' 30' 15" Ir
64.40'
;4
- nl'5f i1�
Peed r3a�lc 2290
�� 5 65' S1 ' 25" W
�
. . . • . - . .
es
I3.9U�
N J
,'age 509
ANP AM 60.65
.t Acres
- • w -
�C 1z
�
Acres
N
0
O
1„Ef, 5`a� 55'30„ W
!<' E!P i
• . . . - \A9TLANt7 AMA
1.8 � Acres •
�
M4Cr !A
N09%CO.12
M N/F
N/F
242.85' _ .
5�45-g4,59„E
r `E S6 _ -
S • 158.81 '
`� N
N
Deed Book: •4G.2;
Pa e: 224
g
.5 •
-
_ - -
E
S40'25'S5"!r
'
1012 Mark L. Maynard
AcreS Deed Book:
'
U►
Mark L.
Maynard
±11 a <K g 0�'
rYl 23.6
'28r <
`S �
2.+10� Aa-as
^
r
l5 5.96
+2453;
N �I8' D! I Z" b g
Pa e; 035
y
Deed Book:
IN
IL NAO'31'02" 6
Ul
,:
N/F _r I.2� Acres
PWEU rn
/Efthal L. Johnson „EJp 1" 1P 557'45'!5"W
St. John's Church 5/�"EP 31" 209,82'
compa �.
Deed Bo k l 3 15 COMP ^ Ikv 5 35`OS' 191, W
v
Page: 98
N237211.34
E 2N97407.10
o
r , l(1 G
82.76' P
N
N ,T• 2.15 Acre
j' Z r I/4" Err
I
5t, John's Church Road 6r_
"23,
!"
L22
5Er
517-57'41" W
5.K. 1592
30'
rP 1-21�E
E� �2y
Z
69.54'
60` Public !2/W
lPI
41
WETILAND AMA
NE' L1. 4 EP
T�T 6
Q`•
N
0A� Acres
41
Rosefl 5.R. J1593
Road
SEE
DETAIL
D "1
o
S.a6 �
3
N
'ALINE R
It
Acre3
Also Know
5 .-=
_�
LI2 rn
O N
Jenkins Ro
d
DATA
GO' F'Ubllc
`✓
tfi
-1
-
N/F-
#er County Board +
" • -
Of Education -
- - Old
�d Book: 1 5 2 2.
Page: 254-
N
�
7
- ACT4 Z
!•Argl•!es tract
- 65.59 Acres I
rJeed r3odk: 603: rage V 2 Pee,
l
®F�¢ s
10.0' AT&fEayeme+et -E/WE O- z © 5647'26'ei8"W Tr 7'59'32" W M64.88' lN
Peed Pook: 721, page 147 5.0'_9154
0
Map
Book: 2 9;
Page: 25
BAR SCALE 1 "=400'
400' 200' 0' 400' 800' 1200'
L 16ran4 kond 548' 47' 42"W
(5R. 1647) 265.97'
60.0' R/ W 546' 47' 42"W
V%asement 271,14'
Fier Map Book: 29; 548' 47' 42"V
!VM' 5/8"EJK' S 471.4 50" W 1598.55' 60.56' 97.42' �iwvaniscLxxa/w
W 5Er mr SEf 5 48' 00' 11" W M60 86'
548"47'42"W
65,85'
548' 47' 42"w U-5.59' hicjhway
# 17
5He>�r 7
Portion of I00PUBLIC RW
Deed. Book: 870;
Page: 85
1.19 :1-_ Aires
0"k,
N 242186,06
N O
-o
gyp:
0
�F
J c
Nikon o�dtis
ti
G 0
VICINITY MAP ( AA-)
enA
0
(FEIR) Existing Iron Rod
O
(EIP) Existing Iron Pipe
•
(NIP) New Iron Pipe
❑
(ECM) Existing Concrete Monument
Wetflog
CERTIFICATE OF ACCURACY do MAPPING
1, David B. Floyd, do certify that this plot was drawn under my
supervision from on actual survey made under my supervision (deed
description recorded in Deed Book 600. Page 199; Deed Book 627.
Page 236; Deed Book 2453, Pogo 035; Deed Book 2453, Page 038;
Deed book 2453. Page 038; Deed Book 759, Page 883, Dead Book
603, Pogo 312; Deed Book 1522, Page 254; Deed Book 1197, Page
182: Dead Bock 603, Page 92; Deed Book 1839, Pogo 326; Deed
Book 2098, Page 030; Deed Book 1137. Page 339; Dead Book 603.
Page 92; Dead Book 474, Page 291; Deed Book 603, Page 81; Deed
Book 757, Page 209; Dead Book 870, Page 33; Deed Book 510,
Page 56; Deed Book 590, Page 261, Deed Book 2428, Page 130;
Deed Book 2428. Page 109; Deed Book 956, Page 208; Deed Book
1158. Page 23, Book 2428, Page 106; Deed Book 2453, Page 035);
that the boundaries not surveyed are clearly indicated; that the
ratio of precision as calculated is 1110,000; that this plat was
prepared in accordance with G.S. 47-^30 as amended. Witness my
original si§noture, license number and seal this 9th day of March,
A.D.. 2005.
ltllfllilil!)r�,!/
,�Xk CAR 0
F�SS•1 ••''• jiff'.
� . 'o °�'•. 9'
,r 4 y ••
SEAL
-3640
Dad B. Floyd, PL.S 1--36
NLJ
NOTES: � so
c
-No N.C. Grid monuments within 2000 feet of this property. o
-All areas figured by coordinate method. V
-This survey is of another category. such as the recombination of
existing parcels, a court -ordered survey, or other exceptions to the a
definition of subdivision. Z
-This survey la of on existing parcel or parcels of land, end does not
create a new street, or change an existing street.
-Map Reference: Mop Book. 31. Page: 59; Map Book 603, Page 92; N
Mop Book 20, Page 143, Map Book 2098, Page 030, Map Book 1137, C
Page 339; Map Book 603, Page 81; Map Book 870, Page35; O
Deed Book 60Q Page 199, Deed Book 627 Page 236; Deed Book 2453, 0
Page 035; Deed Book 2453, Page 038; Deed Book 2453, Page 038; Dced
Book 759, Page 883; Deed Book 603, Page 312; Deed Book 1522, Page
254; Deed Book 1197, page 18$; Deed Book 603, Page 92; Deed Book N
1839, Page 326; Deed Book 2098, Page 030, Deed Book 1137. Page 339; tt
Deed Book 603. Page 92;; Deed Book 474, Page 291, Deed Book 603,
Page 81; Deed Book 757, Page 209; Deed Book 870. rage 33, Dead
Book 510. Page 56. Deed Book 590, Page 251• Deed Book 2428, Page
130; Deed Book 2428, Page 109; Deed Book 958, Page 208, Deed Book
1158, Page 23; Deed Book 2428. Page 106; Deed Book 2453. Page 035.
cL
iE
-Dashed lines ate not surveyed.
c
--All distances are horizontal measurements. 3
i-
--A 10.0' AT&T easement exists across the entire front of the boundary, --
aloe he north side of the highway 17 R/W. a
o
Ulqd 0. o
''o
rOhi E240l715.Q0 CORPS CERTIFICATION
NAG 83
Ims certifies that this copy of this plot accurotely
depicts the boundary of the jurisdiction of Section
N 404 of the Clean Water Act, pursuant to the 1987
Corps of Engineers Wetlands Delineation Manual, as
determined by the undersigned on this date. Unless
there is a change In the law of our published regu-
lations, this determination of Section 404 jurisdiction
may be relied upon for a period of five years from
N/F
Holly Shelter Wildllfe
P_.Eservation
Dead Book: 277;
Page: 445
92.79'
E1P
_
Page: 035
this date.
p
N_
0
O
5. Acres
`h
ui
=
U.S. Army Corps of Engineers Official
es
Z
1,9
EP A `.Ef
( 2.40
1.69�5-t
Acres
Acres
29.77t
EP
Dote
�}yp,�a01153
/etlar�Llne
Acres
N
The wetionds identified on this plat were located
using a Trimble Geo XT GPS Receiver which
Q
0
3.67
�?
N 1>t
y
Acres
1V
delivers differentially corrected C/A positions to
�
0
-
2
-
N 48, 02, 29' F
rn
Nlf
sub a er accu on d second by second basis.
5 9 9
ALrei
-
ECM L6 L7 L8
r S�t7'S9'4b"W
EC
672.t1'
Ibis Land Manac3cment
rt1a, i
N
�
0 W -EA' �
� 628,50'
� �
� ECM �
LrJ
LLC
17 eed Book: 1485 ;
Pock:759;
qe 8+35
is
�-
4� }}
}� r- r r
Q
b Uti A
N/F
Mark L. Maynard
� ,
ul
Page: 335
Do d S. Floyd P.L.S. L-3640
p
N
N U u
Decd Book:
lei
N
Project No.: (04114WETLANDS)
52.4�'
lf►
Acres
�]Q�
`_
2453;
Page: 038
-
10' AT&TEasernerlt
eed Dark: 721, 4'acie 147
=
5.O'
2
E Z
M M
6.68-t- Acres
`
�11.-..-_-�
�.,-,.._....,.�.
15"w
'
norMOhttlNr-
.r.•.c
=
6.22
r
E1P UISf E
1JISf Y 626.18` r7tsr fir--- _ 667.58
_
1iL
27.2i' 60.03' 6D.52'
517' 59' 09"W 546' 04' 25'W
205.67' 120.08'
547" 59' 09" W 548-12' 20" W
! 00.00, 100.15'
�.S . 70�
WETLAND NOTE:
Refer to sheet 11 for meets and bound§ of
wetio ds located on the property
iit
D id B. Floyd P..SV L-3640
75
P'r
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tf) �
_i 1=•
a � 0
0 (D �
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(n O
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4-1
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rx = > N
o 0) N 0- -%
: _ Ln iL Si. U _C
N mil.-)rr .- .
PARTY CHIFr, B.F.
DRAWN BY; yq R D
SCALE: 1 "= 400'
DATE: 1.24.05
PROJECT No.. 04114--02
DRAWING NAME: 04114-02- 'TLAND
SHEET:
.-- 0
4.
rnr•p 7 1.r
Il .1. aL.. 4 .. - - ...Yr.,,.i,': '$i s.�..1: .k,�tF •i. ,'1 6.V�,1-,1..at-i�,.,.;�a .�r.,5, a,i,ti
t .

_
DEED REFERENCE CHART
LEtTEW Rrr:
DEED INFORMATION
LtrTt!t REP.-
DEED INFORMATION
N/ia
N/F
A
Chaffee Marshall
DeeBook: I 1 97:
d
]�
Pander County Board
Of Edueat:on
Page: 1 $2
Geed Bpok: 870;
Pace: 33
l 1/P
N/F
B
New R,ver wood
Corporation
L
O
Caroline Baldwin
Deed Book: 5 10;
Deed Book: 603;
Page: 56
Page: 92
C
N/!`
Kathryn Lee irruet
Decd Book: ! 839:
1 V I
WP
Bruton Cary (Etas)
Deed Book: 590:
Page: 326
Page: 25 1
N/r
N/F
���
[ }� J
Kathryn Lac Mtal)
Deed Hook: 1639;
N
Re
last quest
Properties
@/
Page: 526
Dted Hook: 2428:
Page: 1 30
N/r
n
N/r
rt (Etas)
aAndrew
E
k: 20
Deed Book: 209fS:
O
O
ok.-
Dead Boak: 2428:
ccel
Page: 030
Page: 109
a
Wla
rte5(Etal)
�
J. rri
1
DG:-�I Soak: ! 1 37:
prod Book: 958;
Page: 339
I"agc-- 205
NIP
O
New R,var wood
Corporation
�
N!F
J. Morns (I'tai)
Deed Book: Goa:
Deed Book: 1 1 55.
Page: 92
Page: 23
N
Olds Pont
Dovelopement
^
N
Rppert Filgh (Eta!)
Deed Book` 2428'
Deed Book: 474;
Page: 29 I
Pagc: f 06
T
N/P
Fender County Library
Deed Book: 603:
O
N/r
Mark L. Maynard
Page: 81
Decd Book: 2453:
Pages: 035
O
N/F
Fender County Board
Of Educat,on
X
Diane Lamb
k: ok: 757:
Boo
Reed Book: 1 207;
Page: 209
Pages: 344
N/F
Randy L. 131ant
(Etal)
Deed Book: I I.
Page: 45
N/F
Alton Y. Lennon
Deed Book: 1 550;
Page: 3
Wr_
0
GJ^NTiC'CI.
C"k,
N 24ZOZ73
J: 2V4M6.04
N 64' 19' 57" W
49: 4, :
,
vVelLANIV AIZI
03 �t Acres
N/F
Robert W. Jr. 4
Marcelle L. Austin
Deed Book: I 1 05 ;
page i I 1
Vv1 ILANP AMA.-
0.3� Acres
►/�TLANi2 AMA
I.7� Acres
GO' Private
Access Easement
Deed Hoak: 824;
Page: 1 7
Portion Of Tract
Shown on
Map Book: 20;
Page: 43
Nt52-15' 59"W 10.59
DE T`AI L"Afl
SCALE 3X
N63.-12 3
56450r� N5f'f5'36"E 1„
446.22'
L17�� �LEB
0
or'�r„�1, 545`59'S5"w
�g4.l5' 343.4?'
s51' 14'4o"w
10.12'
N/F
David 15. Phllllp�
Deed Book: 1 I G9;
Page: 5 2
549' S3'S©"i 60.00'
GO' Private
Access Easement
Deed Book. 759;
Page: 23 2
t: COUHL Y l-INV_ i'AMF-
LEi�
LBNGtIYI
13EAI21NG
LI
63.71
586' 15' S4"t:
L2
6 .03
Ca85''13'44"�
E.3
438.20
N�fO'03'34"W
L4
435.49
N40'OZ'OI"W
L5
�136.23
N40'Ol'34"W
L6
100.00
N47' 27' 09"F_
L7
100.05
N46' �7' 49"E
l.8
120.00
W46'46'41"EE
L9
320,00
N47. 32' 29' 1;
Ll0
97.92
N37' 22' 08"W
LIE
268.79
N37'22'OS"W
Lt 2
263.71
N52' 43' 13"E
LI3
296.01
N41'5i4'48"W
L-14.
89.m
540'04'S0"W
L15
57.62
N66'0'S2"r
L16
142.14
N58'46'46"E
L17
10.12
W5i'14'04"e
1.18
102.81
W45"39`35"i
1-19
60.00
< TEe L Ine7
L20
60.00
C Tie LInc)
L 21
232.82
N40' 05' I I "R.
1-22
206.14.
N59' 5i8`26"C
L25
269,25
N39-S7'49"1
L24
274.96
N45'54'18"W
L25
31.58
NS7' 45' 15"E
t3DLINt2AFY CU�t/l TAMEL
CLk�
LENGTH
PAt>ii 15 _
Chad 12rrectwn.
CHOW
C1
345 ,83
455.00
517' S?' l9"!<
557:57
C2
M"'92
515.00
518` 0.4' 55 , e
389.95
5HEFT4
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.. 77
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t
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. . . . . . . , ♦ . . . .
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. y9,
N 49' 11 ''yAr 3" E
N 48. 42' 3p5 " 0
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Agreement L 2 i 0
Peed riaok: 2290
5 6-5 S{' 23" W
. . . .
0.6 �
es 64.40'
�
• �
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N �
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� AcrescowAcres
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fcm<a fip(,(.
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N .12
Q N/
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242.83' 1 543' S4 39 E 1.8 Acres
1„tr „
6�`O 138.81'
N
Book:
Deed Boak: 4G2;
Page= 224
&4U!•5
-
S40' 2ra' S'3"1;
1 O�.i✓2�k
Acres
Z1 Mark L. Maynard
Book: 2453;
N/F �1
Mark L.
Maynard
m
ryI <N
I.N
g 6'28,,
.1
2.40*Aares ^
w w
.
165.96'
N 48'OI'Ded
Page: 035
Dead Book:
lv.d
IV' N 40' 3f 02 E
'�
, a
Ott,
'�12A�T I G
GO' Access Easement
Deed Book: GOO; � �/
Page: 196 2 I I
4.73 Acres %
0
r
N/F „Er
Ethal L. Johnson 5/8"$r✓P
5t. John's Church
Property �'a
_ - lmfp
!" d'
fP
>n j" N
_
� 1.2� Acres
Sa7'43`13"W
209.82'
�~ Deed Book. 1 3 1 8; coma I-N 5 S3 O5' 19" W
Page: 98 N237211.34 � s G
l 2397407.i0 t�.1 IT � 2.15, � Acre rn
5t. John's Church Road N1' r" �1,22 f I/4"' S 17'37'41" W
S.K. 1 592 30, t- 1' 12l EP L L2h Z 69.34'
GO' Pub11C R/W
viieANn AK'1<A
N - -
N/F �! L
ier County Board 1f .
Of Education
:d Book: 1 5 2 2; M OEd
Page: 254
-d -
Q W
ems f - / W - Q Z V O 547' 26 ' S8" W f 7 - 59 "�` 2" W 1564.88'
eed f3a�k: 721; Rage 147 5•0' - �_
e�`giit11i1JrJlJ/
.o.�,Ssfo�.f�'
SEAL
L-3640
.:tic y 4
B.
ti
•�
� 17 op � cLVA
VICINITY MAP (n.t.s.)
Lend
a
(FEIR) Existing Iron Rod
Q
(EIP) Existing Iron Pipe
•
(NIP) New Iron Pipe
p
(ECM) Existing Concrete Monument
Wetflog
CERTIFICATE OF' ACCURACY & MAPPING
1, David B. Floyd, do certify that this plat wart drawn under my
supervision from an actual survey made under my supervision (deed
description recorded in Deed Book 600, Page 190; Deed Book 627,
Page 236; Deed Book 2453, Page 035; Heed Book 2453, Page 038;
Deed Book 2453, Page 038; Deed Book 759. Page 883. Deed Book
603, Page 312: Deed Book 1522, Page 254; Deed Boak 1197, Page
182: Deed Book 603, Page 92; Deed Book 1839, Page 326; Deed
Book 2098. Pag1c 030, Obed Book 1137, Page 339; Deed Book 603.
Page 92; Deed Hook 474, Page 291• Dead Book 603. Page 81; Deed
Book 757, Page 209; Deed Book 870, Page 33; Deed Book 510,
Page 56; Deed Book 590, Page 251, Deed Hook 2428, Page 130,
Deed Book 2428, Page 109, Deed Book.958. Page 208; Deed Book
1158. Page 23; Book 2428, Page 106: Deed Book 2453, Page 035);
that the boundaries not surveyed are dearly indicated; that the
ratio of precision as calculated is 1:10,000, that this plot was
prepared in accordance with G.S. 47-30 as amended. Witness my
original signature, license number and seal this 9th day of March.
A.D., 2005.
Dad B. Floyd, PLS L-36 0
NOTES: a
c
-No N.C. Grid monuments within 2000 feet of this property. o
-All areas figured by coordinate method.
-This survey Is of another category, such as the recombination of existing parcels, a court -ordered survey, or other exceptions to the a 0
definition of subdivision.
-This survey Is of an existing parcel or parcels of land, and does not
create a new street, or change an existing street.
-Map Reference: Mop Book: 31, Page: 59'. Map Book 603, Page 92;
Map Book 20. Page 143; Map Book 2098. Page 030; Map Book 1137.
Page 339; Map Book 603. Page 81; Map Book 870, Page35; �cF� a
Deed Book 600, Page 199; Deed Book 627 Page 236; Deed Book 2453, 0
Page 035; peed Book 2453, Page 038; Deed Book 2453, Page 038; Deed
Book 759. Page 883• Heed Book 603, Page 312. Deed Book 1522, Page
254; Deed Book 1197. Page 182; Deed Book 603, Page 92; Deed Book
ID
1839, Page 326; Deed Book 2D98, Page 030. Deets Book 1137. Page 339; �
Deed Book 603, Page 92; Deed Book 474, Page 291; Deed Book 603,
Page 81; Deed Book 757, Page 209; Deed Book 870, Page 33, Deed
Book 510, Page 56, heed Hook 590. Page 251, Deed Book 2428, Page
130; Deed Book 24228, Page 109; Deed Book 958, Page 208, Deed Boak
1158. Page 23; Deed Book 2428, Page 106; Deed Book 2453, Page 035.
rs.
-Dashed Imes ate not surveyed. m
c
-Ali distances are horizontal measurements.lz�
O
--A 10.0' AT&T easement exists across the entire front of the boundary, -
alon he north side of the highway 17 R/W. In
11
0
a O ,
;ram, CORPS CERTIFICATION
Ilk
�q 0
t
'.79' >;P
5
✓9 7i-+cG-rHL'�' �
•A �
Page: 035
a
Acres
�
Z
L9 Sf:f
5Ef
2 5.40� Acre s
�P
24.77�.
Jai,d Line
�p
1.69�
Acres
�
Acres
o
0%
tN
y
y
0
Acres
Q
-
r
lI _' Z . 6 1_7 LB 547' S9' 46"W 672 11'
• }lughes Tract
65.39:t Acres
12eed Oovk: 603: rags 312
NP
I iGrif.+� CJ
�
1`;
O.`f � Acres
fit{
p
�
�
_�
A
Roseffeid Jone
S.R. 1 59
Road
DETAIL
�
-�
W
.A.' FOR'
Acres
�
Also Know
5-
LINE
.fl Q
Lf2
Jenkins Ro
d
DATA
ib
GO, ILI[AIC
LP
lP li'
l><
�O�
O
w
_
rn
10.0' Ar&-r eas nt F _ Q 1i1
_ y/ A �1 Lrixary i2o�IdJ 548'47'�i2"W
C 5.12. 1647� 265.97'
Map 60.0' iV W 548'47`42"W
Book. 29; �Ascnlent 271.14'
Page: 25 raer Map E300k: 29: 548.47'42"1
BAR SCALE 1 "=400'
400' 200' 0' 400' 800'
1200'
5/8"fA' 54714
50" W 1598.55'
60.36
97.42 xatNvorlycLxxriw
� s.�-�-�
�w-a�-� � �.a�••r.-�.e
=
aw•rt ..�r.,....w...��i
Nf'S r 1 'SFr 548"00'11"
W
1_,,
548' 47' 42" W
65.85'
48 ` 47' 42"W
U.5.
Hi6ihwav
17
331.59'
#
SI*ET 7
Portion of 100' PUBLIC M
Deed Book: 870.
Page: 35
1.19 d- Acras
P
rit
A`im of
ACM
-
7 er -
b28. 0'
u+
sn
1 LM
vi
Veep
i`3adc: 759:
-
0
0
`SZ
NO
'
p
Mark L. Maynard
1D Q
r5 4
J-27'10
O
"
y�'
Deed Book:
2.y�.q�5'
"
aQ
in�
2453;
5 4
'i'>" 011 it
. b
�'
®
6.27� Acres
Page: 038
-
2'
Z
its
IM6.6BIn
Acres
48'
' 3W, W rsfP
r" Em
it;
1"f#7548. 00' I5 "W
Por#6
466.22
;xr
JrA'
p6r.
e
f715r _.._
626.0.
R 667.58'
54 ' 58, 20"W 548' 16' 22"W 548' 05' 30"W
127,20' 60.03' 60.32'
547' r 9' 09"lh/ 548' 04' 23"W
LtM 205.67' 120.08,
547'S91091 1W 548-12'20"W
100.00' 100.13'
N/F
Holly Shelter Wildlife
Reservation
Deed Book. 277,
Page: 445
This certifies that this copy of this plot accurately
depicts the boundary of the jurisdiction of Section
404 of the Clean Water Act, pursuant to the 1987
Corps of Engineers Wetlands Delineation Manual, as
determined by the undersigned on this dote. Unless
there is a change In the law of our published regu-
lations, this determination of Section 404 jurisdiction
moy be relied upon for a period of five years from
this date.
UA Army Corps of Engineers Official
Iit
Dote A:C#'Vog01153
201r, 11
The wetlands identified on this plat were located
using o Trimble Geo XT GPS Receiver which
delivers differentially corrected C/A positions to
N/fs sub a er accu on d second by second basis.
Ibis Land Management
LLC
Deed Book: 1 485 ;
Page: 335 Da d B. Floyd P.L.S. L-3640
Project No.: (04114WETLANDS)
10' AT&�' Fa3emerit
5 0. eed Basic: 721, rage 147
Grid Tle
From N.C.6.5 Ma+ument To Hamstead 2 RM 5 North 45' �52' 261' t=ast
A Grld Pistance of 17176.62'
And AGramd iZistance of 17f76.30'
To PDX Moumo* Havfnq North Cardlna State Plain Ccrdlnates N.A.V 83 of:
N 240741.67
I: 2402897.25
Cadokied Factor For 51te F_cpA5 0.9999857e
WETLAND NOTE:
Refer to sheet 11 for meets and bound§ of
weticl ds located on the property
Td B. Floyd P.0,,,' L-3640
75
4-
75
16-1-1
(J tf1 -1
L
a� 0
t C) N
`.. E O
00
- . t3c1 O N
a O .P a� L O
�
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PARTY CHIEF: B.F.
DRAWN BY: W R p
SCALE: 1'=400'
DATE: 1.24.05
PROJECT No_: 04114-02
DRAWING NAME: 04114-o2-WF,TLAND
SHEET: 2 .-
11
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