SW6081103_APPROVED PLANS_20081222

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

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N ;
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LbW
00 In
04 $n
i
D I:
I
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ao
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GENERAL NOTES
1. ALL EXPO
OSE
EDD CORNERS TO HHAAVVEE 3/4�'{ACHAMFER
2 j1LL i4 COVER, LARGER �ZES TO HAVE 2� COVER. 'L' BAR
3. BEE/210R_ ADIN L AND DRNN PLAN FOR r I I CORNER BARS - SAME SIZE AND
4. PIPES ZEE&� OCONNNEECCTT TO THE ENDSORSIDES OF SPAONO AS HORIZONTAL BARS
TTHE INLET.
OF TTHE INLET.
5. NOT BE MADE AT I -
C�QRpHIFA�.(5. ALL REINFORCING BARS TO BE GRADE 00. /
��)^S 2'-0" pi I O t
CORNER COLUMN(TYP.
lT�' l .( t• BAR �-
"L" BAR :Ip 10• CLEAR 'If L DUTYt7. I /
L J
PLAN
EAST JORDAN IRON WORKS V-5735-0 (HEAVY DUTY)
OR APPROVED EQUAL PER SPECIFICATION
P.C. CONCRETE
ELEVATION
AREA INLET -
N.LS
D/04
'A'
III
L_ 'Aff - -J
ELAN
f YT} Ll;lli �\■(.i�l'�JL� Y,'Y f IIS'i
gw� f0'
µ REwF. BAR � b
i
L' BAR CORNER BAR
REINFORCEMENT SCHEDULE, BASE
SECTION
A s 0 8 E.W.
■ O 6 E.W.
TABLE OF 'W DIMENSIONS
PIPE
SIZE I SKEW OF CROSS DRAIN
SINGLE STRAIGHT 30' 45'
1' 4'
30
-7
38 �0 5-3 8-5
42 5-3 1 7-
e
48 5-10 q8-
8
80-
1
-0 -1 9
'
DOUBLE FOR A' SECTION
24" 7'-0' 7'-10• 9'-5"
W-2' 9'-Y 0•
36' 9'-4' 10'-8'
T30'
42' 10'-8' IV-10' 14-
48' 11'
REINFORCEMENT
SCHEDULE,
WALLS
SECTION
WDTH
HOR.
VERT.
'A'
BETYACTI 4' k 7
's Go-
'e O 10'
GREATER THAN
s 0 4 1
solo
.B,
f
its08
8010
BETWEEN 4 h
s as
TABLE OF 'T' t 'N" DIMENSIONS
SECTION
I WIDTH T.
'N'
'D'
BEINEEIN 4' @ T a' + PIPE THICKNESS
a'
8'
'A•
GREATER THAN 6" + PIPE THICKNESS
"B,
8 + PIPE THICKNESS
8 + PIPE THICK11E55
REINFORCEMENT
SCHEDULE, TOP
DIMENSIONS
STEEL SPECIAL PATTERN
WI - OR LESS
/4 s O 8 E.W. DIAGONAL O COVER
W2 - 7' OR LESS
's O 6' E.W. DIAGONAL O COVER
WI - T OR LESS
µ s O 8 E.W. DIAGONAL O COVER
W2 - 7 OR GREATER
'S 0 6- E.W. DIAGONAL O COVER
WI - OR GREATER
a DIAGONAL O COVER
W2 - 7' OR GREATER
IWO 0 8' E.W. DIAGONAL 0 COVER
t BARS - SAME SIZE AND
D AS HORIZONTAL BARS
lo"90'
CORNER B
„ELEVATION „
GRATE INLET
N.T.S.
04
GENERAL1.ALLLD POSED CORNERS TO HAVE NO BARS73p/4H' CyHHAMFER •A•
2' ALJ/T &&!0pARpRA�N ZEES TTO HpApVREA 2• COVER
. r -
3 RIPE 92ES LOCATIONNES�• a PLAW�tg1NEp5 I r
4• MAD A�OF BOXSSFTO EHALLLL NOT BED I I�YIF -
S. IF
ALL REINFORCING BARS TO BE GRADE 60,
BARS -
ISES D 0 AS HORIZONTAL BAR
�qN
L
SECTION "A" -"A" wo- ELEVATION
JUNCTION BOX
DTJCTBOX 12/20/04
H
.. P.C. CONCRETE
Y TYP. a'
�4, WELDED WIRE FABRIC
ONO -W21 XW21
/ 1/2- EXPANSION
COMPACTED SUBGRADE JOINT MATERIAL
SECTION A -A
VARIES SEE GRATING PLAN
1"
B •'
1 EXPANSION
CURB
/�
JOINT MATERIAL
A
y
•.
a
... ,. �.Fl�
AJ.
CONCRETE FLUME
DTPCFLUM 12/20/04
EENAH R-1980
HEAVY DUTY)
GENERAL NOTES:
1. ALL EXPOSED CORNERS TO HAVE 3/4" CHAMFER
2. ALL //44 COSRONFORONG BARS TO HAVE
1-1/2- COVER, LARGER SIZES TO HAVE 2' COVER.
3. SEE GRADING AND DRAINAGE PLAN FOR
PIPE SIZES, LOCATIONS AND FLOW LINES
4' PIPES DES
OF THE INLiLL LEET CONNNECRroO! SMALL NOTBE
MADE AT CORNERS OF INLET.
5, ALL REINFORCING BARS TO BE GRADE 60.
9'
B
#3 REBAR
3500 PSI
• CONCRETE o
_
O
Uj
13.
REBAR I
a
r .
iV
SECTION B-B 2'-0'
PIPE DIA.
N.T.S.
NOTE:
CONTRACTOR MAY USE EITHER A
B
CMP OR CONCRETE ANTI -SEEP
COLLAR. COLLAR PIPE CONNECTION
TO BE WATER TIGHT
CONCRETE
ANTI -SEEP COLLAR
W&A DETAL N.T.S.
CO-32
12"
18'
UNDISTURBED
EARTH OR
COMPACTED
FILL
CONCRETE BOX CULVERT
N.T.S.
UNDISTURBED
EARTH OR -
COMPACTED
FILL
UN
EN
00
FlL
REINFORCED CONCRETE PIPE (RCP) ALL OTHER PIPES
AND SPIRAL RIB PIPE INCLUDING SPIRAL RIB
SMALLER THAN 60"0 PIPE 60110 AND LARGER
N.T.S.
N.T.S.
aGENERAL
NOTES
1.
BEDDING SHALL BE CLASS I -A WORKED BY
6. FINAL BACIffILL NOT UNDER PAVED AREAS CAN
HAND. IF GROUNDWATER IS ANTICIPATED,
BE CLASS IV -A COMPACTED TO 95% STANDARD
THEN BEDDING SHALL BE CLASS 1-0
PROCTOR.
COMPACTED TO 95% STANDARD PROCTOR.
7. ALL MATERIALS ARE CLASSIFIED IN ACCORDANCE
W17H ASTM D 2321-LATEST EDITION.
2.
HAUNCHING SHALL BE WORKED AROUND THE PIPE
BY HAND TO ELIMINATE VOIDS AND SHALL BE CLASS
S. ALL MATERIALS SHALL BE INSTALLED IN
I -A OR CLASS 1-8 OR CLASS II COMPACTED TO
MAXIMUM 8• LOOSE LIFTS IN ACCORDANCE
95% PROCTOR.
WITH ASTM D 898. CLASS NI AND IV -A
MATERIALS SHALL BE COMPACTED NEAR
3.
INITIAL BACKFILL SHALL BE CLASS 1-A
OPTIMUM MOISTURE CONTENT.
WORKED BY HAND, OR CLASS 1-B OR CLASS 11
COMPACTED TO 95% STANDARD PROCTOR.
9. FILL SALVAGED FROM EXCAVATION SHALL BE
FREE OF DEBRIS ORGANICS AND ROCKS
♦
INITIAL BACKFILL NOT UNDER PAVED AREAS
.4
LARGER THAN 3 .
CAN BE CLASS IN COMPACTED TO 90%
STANDARD PROCTOR.
10. ALL TRENCH EXCAVATIONS SHALL BE SLOPED,
SHORED, SHEETED. BRACED, OR OTHERWISE
S.
FINAL BACKFILL SHALL BE CLASS 1, N. OR
SUPPORTED IN COMPLIANCE WTH OSHA
IN COMPACTED AS NOTED IN NOTES a AND 4,
REGULATIONS AND LOCAL ORDINANCES. (SEE
THE UPPER 12' SHALL BE COMPACTED TO
SPECIFICATIONS)
98% STANDARD PROCTOR.
STORM SEWER
TRENCH AND
BEDDING
N.T.S.
....._..
DTTRENCH
12/20/04
PLAN
FRONT ELEVATION
-16.P1 SIDE
TABLE
I
HEADWALL DIMENSIONS
FOR METAL PIPE
INSIDE DIA.
OF PIPE
W1
W2
H1
H2
D
E
WT,
SQ.FT.IN
BASE
AREA
18"
3'-2"
4'-10"
V-3"
S-2'
V-3"
V-9"
1,550
7.34
21",24"
3'-8"
6'-1"
V-9"
S-8"
V-6"
2'-3"
2,100
9.90
30"
4'-2"
7'-2"
2'-0"
4'-2"
1'-10"
2'-9"
2,850
13.50
36"
4'-8"
8"-4"
2'-4"
4'-B"
2'-2"
3'-3"
31700
17.65
42'.48',54"
5'-8"
10'-10"
S-3"
5'-8"
2'-11"
4'-3"
5,600
28.60
' USE NEXT LARGER SIZE FOR CONCRETE PIPE
NOTES:
1. ALL CONCRETE SHALL BE 4000 PSI.
2. REINFORCEMENT STEEL SHALL BE 1/2"0 OF
INTERMEDIATE GRADE.
3. CHAMFER ALL EXPOSED EDGES 3/4'
4. THIS DETAIL TO BE USED IN CONJUNCTION WITH a PRECAST CONCRETE DISSIPATION SLABS.
HEADWALL DETAIL
N.T.S. CGO9
W&A DETAL
STEEL BAR FOR FINISH
CONSISTENT SURVEY FINISH DE
POINT BGRELEVATION
i�"d:�7;C
1',1C'
DETAIL OF DROP INLET
MODIFIED FOR DOUBLE GRATES
- NOTE:
- MONITORING POINTS SHOULD
;_________ BE READ EVERY OTHER DAY
r FOR THE FIRST TWO WEEKS
n AND THEN BI- WEEKLY UNTIL
i SETTLEMENT HAS REACHED
El � LESS THAN 0.1 INCH
SETTLEMENT FOR THREE
CONSECUTIVE READINGS.
DURING THIS WAITING PERIOD,
________________/,'DIA.BARs ONLY FOOTING AND UTILITIES
SHOULD BE INSTALLED. THE
LOCATION AND NUMBER OF
/ SETTLEMENT MONITORING
r POINTS IS SHOWN ON THE
GRADING (SHEET C-2).
FOR FURTHER DETAILS
SEE. STANDARD 1019A
12" MIN.
DOUBLE CURB/GRATE INLET TYPICAL SETTLEMENT
N.T.S. MONITORING POINT
W&A DETAL W&A DETAL N.T.S.
U�
INSTALL ALL STEPS PROTRUDING 4" FROM INSIDE FACE OF STRUCTURE WALL.
Dry
G�
,•+ z
STEPS DIFFERING IN DIMENSIONS CONFIGURATION OR MATERIALS FROM THOSE SHOWN MAY ALSO BE USED PROVIDED THE CONTRACTOR HAS FURNISHED
THE ENGINEER WITH DETAILS OF THE PROPOSED ST'iPS AND HAS RECEIVED WRITTEN APPROVAL FROM THE ENGINEER FOR THE USE OF SUCH STEPS.
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SIDE
ELEVATION
PLAN
SIDE
ELEV_A_TION
In
I
D
I
CAST IPON
CAST IRON
z
m
ELEVATION
ELEVATION
Q LLI
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o�
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:._.-W6 BAR OR
N8 BAR
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GALV'D.
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PLAN
POLYPROPYLENE
SIDE PLASTIC
SIDE
CJ7 ~
CA s
�, -
ELECOMPVATION
PLAN
ELEVATION
LU C
12 �'�
•`•;
���
1�
REINFORCING STEEL
ELEVATION
W3 DEFORMED A
12"
NOTE:
00 NOT USE IN
STEEL ROD _--
SECTION A -A
__-- __-_--
ELEVATION
SANITARY SEWER MANHOLES.
SHEET 1 OF 1
SHEET 1 OF 1
84f ft. 66
840.66
OUTLET CONTROL STRUCTURE
SEE DETAIL ON SHEET D-2C
NOTES
1. ALL CONNECTIONS SHALL BE WATER TIGHT
2. ALL MATERIAL FOR DAM CONSTRUCTION SHALL BE FREE OF
ORGANIC TOPSOIL ETC. MATERIAL SHALL BE APPROVED BY
GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT IN DAM.
3. CLAY CORE SHALL BE A LEAN CLAY(CL) BASED ON USCS
CLASSIFICATIONS MATERIAL SHALL HAVE A PERMEABILITY
RATE OF 10-5 TO 10-7 CM/S. CONTRACTOR MUST SUBMIT
MATERIAL SAMPLES TO A LABORATORY TO VERIFY
MATERIALS MEET THESE REQUIREMENTS.
10' -TOP OF DAM CONSTRUCTED
Irel
GROUND
SEE DRAINAGE SCHEDULE,
SEE
C-N).
IMPERVIOUS CLAY CORE
EARTH FILL DAM DETAIL 44! TRENCH MIINIMUM BOTTOM WIDTH UM SLOPE
DETENTION POND (MUST EXTEND INTO EXISTING GROUND)
W&A DETAL NO WALE
6 See Helpful Hints #4 (Page 22)
in front of catalog for advice
�- 2' 0 -Is I- g 6• on choosing the correct size
headwall.
3•-
r� W2
PLAN VIEW
6•
FRONT ELEVATION
1'-17 T-W
J
Blocks
ArL
SIDE ELEVATION
DISSIPATOR SLAB DIMENSIONS
Headwall
Size
WI
W2
H1
H2
D1
NB
Approx.
WL
(Tans)
12"
3'-9'
5'-0.
0'-T
0'-6.
1'-6'
1
20
15' and IS'
4'-W
6'-0'
T-3'
1'-0'
O`_W
2
2.8
24'
8'-2'
9'-6.
2'•-W
T-6'
V-3'
3
4.4
30' and 36'
8'-8'
IC`-0'
2'-4'
X-0"
1'-6'
3
4.8
42' and 4W
10'-11'
3'-0'
T-3'
4
6.1
54' and 60'
12'-6-
4'-0'
3'-6'
T-0•
5
7.2
fib' and 72'
13'-5•
liz-013'-6"
5'-T
5'-0'
V-6'
5
8278',
84'. W. 96'
16-10'
N-0'
3'-6•
T-6'
5
8.6
PRODUCTS Precast Concrete Dissi ator Slabs
FOLEY p
COMPANY
2B.EFFERSONSTREET SECTION STORM -SQUARE °A 04-14-06 REVISION
NEWMAN, GEORCAh SD263
(ITEM 251-CM SCALE NTS DRAWN BY SMM PAGE 3-33
Approved Storrrlwrater Permit Documents
Construction in accordance with these documents is
required by the stormwater permit. North Carolina
rules require that the stormwater system designer
Inspect during construction; certify conformity with the
plans and spees; and certify compliance with the
stormwater rulas (15A NCAC 2H .1008 (1)) ✓
PbannitN SW1 c"$1(03 _._,I3ato 1? ! B
-. n iti o"won of Water /ual
6he6Tit � 2� IicrYlpi.at fJtlia �_ _ -_
GRADING AND.
DRAINAGE DETAILS
W
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REVISIONS
BY
QADDENDUM #2
11/12/08
CUM
MAWN BY PDR
CHECKED BY CLM
DATE
8/20/08
BOMB
111- 60,
,aB Na
07-156
&FEET
D-2A
NUMBER
OF
%M8
EE)/6�•j�ET�s�'��

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SECTION _-.LL SECTION ... -_Ire 0ON<
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SECTIT`ON_r_PP SETCTION - NN
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C9
3" R Z C
-- - -- _fie
2r_Or.__ 8 r
o 4-U
SECTION - KK - }
2'-11)Fa'
AOF2 R HOOD ELEVATION
NOTE: USE TYPE "E", "F" AND "0" GRATE
UNLESS OTHERWISE NOTED.
ALIGN FRAME WITH INSIDE
EDGE OF WALL TO ALLOW
FOR VERTICAL ADJUSTMENT -'
WALL SECTION -_
t-
SECTION BM
PLAN J
FRMIE,GRATE, & HOOD ASS'Y
8a I- 2r_0n_.. i 6"
3' 0"
K
L M
SECTION - AA
L M
Jam- FRAME PLAN
3' Oar,
tyleyi
11 Y2�;
31 - �� -
3'-0" -6
w LL CC_r O
12"
SECTION - RR SHEET 1 OF 2
840.03
o
ore
234
z
oDO
t{.,•tZ
xCD 0
DETAIL SHOWING TYPES OF GRATES
USE ACCORDING TO WATER FLOW.
2'-11"
-
1Lg"
Q ,
4z Cc 6
D N S
r m [A
o �
B'
M fS .
O
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Nmz i=n
'n0 n�
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-TYPE G"
rr n n N
r TYPE E TYPE F
�. ....
A A
1'"� 9% "
ooto
LJ -
~ V or cxo
h-
Z „x„O�T
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1-
hod
�F LLO J
�D�D
--+• WATER FLOW -----►-
SAG ------ WATER FLOW -"•--_
- oo� 0��00
97/8m
3C '"
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Z
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SEC-T-rI.ON 8-S
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_____-____
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-- WATER FLOW ----
SAG WATER FLOW �-
OHZH
O O Q
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pCp r
SECTION A -A
= m
o
TYPE "F"
._.TYPE "E" ,:..TYPE "G"
In (aif
Z IW x
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''.,-TYPE - E
�
Q = F_
4---
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RAISED FLOW ARROW
HIGH
244 r,
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1�� SECTION A -A
TYPE - F
TYPE G o�
SECTION A -A
EET 2 OF 2
SHEET 2 OF 2
840.03
840.03
F�WAL-MART SITE INLETS, GRATES SHALL BE EAST JORDAN
IRON WORKS V-566G-80 OR APPROVED EQUAL
FOR ALL OTHER INLETS, GRATES SHALL BE CONTRACTORS
CHOICE PER OWNER'S SPECIFICATIONS.
a
Figure 8-4
Typical preformed scour hole layout and components (NCOOT 2006)
1
t .
'lea PPE • (STANDARD
i ROLL WIDTH)
- - -------- .............. . . ...... ­­ -.t
I ,r
i- PERMANENT SOIL
SQUARE PREFORMED ---'� _ ___ _ REINFORCEMFKTMAT7ING
SCOUR HOLE (PFSH) (PSRM). PSRM SHALL BE
(RIPRAP IN BASIN NOT SEEDED WITH VEGETATION
SHOWN FOR CLARITY) AT INSTALLATION.
N
CV
Figure 8-5
Preformed scour hole cross section (NCDOT 2006)
W&A DETAIL
1B' PPE r
/r..._ 4 NSST� LEVEL AND
FLUSH WITH NATURAL
DEPTH OF SCOUR HOLE GROUND,
( NATURAL_
LINER: CLASS B RIPRAP I
WITH TYPE 2 FILTER FABRIC 11 MIN.TUCK
DEPTH OF RIPRAP (1') -'
�,•e--� -W-"
Once these site constraints are met, the size of the preformed scour hole is calculated
based on the class of riprap used to line the hole and the diameter of the discharge pipe. �a `
For optimum energy dissipation, the ratio of the scour hole depth should be between 16
and 32 inches deep. The basin should be stabilized with filter fabric and riprap to C%I 1
absorb the impact of the discharge and to prevent additional erosion. Class $ riprap �3
II = 8 inches) should be used on top of the filter fabric to line the preformed scour
Level Spreader 8-9 July 2007
POND 1 AND POND 2
PREFORMED SCOUR HOLE DETAIL
W&A DETAIL N.T.S. W&A DETAIL
E
rn
C4 3
. O
UI W
0
2'UPATEND OF
0
O ITT
BACK OF Donn -
H . Z Few- K
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SECTION Y-Y
�m
O
C O D
RISER M.
vAR>_66 o P..
ADO
,t
__
Ti
v
�a:E
m a Z
WERE so- TO 38" PIPE IS USED
U! Fat
RISER HT.
m
VARIES -
Z
--- -
�A....
WERE 42" TO 54" PIPE I9 WED
DETAIL SHOWING ETHOD
SHEET 1 OF 2
OF RISER CONSTRUCTION
1840.02
SECTION X-%
GENERAL NOTES:
Z
USE CLASS 'S" CONCRETE THROUGHOUT.
�}
PROVIDE ALL CATCH HAVING OVER T.6" IN DEPTH KITH STEPS 12"
ON CENTER. USE STEPS WHICH COMPLY KITH STD. atMM 840.88.
Qr-aT• ,
OPTIONAL CONSTRUCTIM - NDNOLITHIC POUR. 2" KEYNAY, OR 44 RAN DOrrELS AT
12" CENTERS A8 BY THE ENGINEER.
21-a¢Cx170
DIRECTED
LL _j o.
' USE FORKS FOR THE CONSTRUCTION OF THE BOTTOM SLAB.
00(nm
IF REINFORCED CONCRETE PIPE IS BET IN BOTTOM SLAB OF 60%. ADD TO SLAB
w¢ZLL
AS BHOaII ON STD. M. 840.00.
F 0 0 0 0
USE TYPE "E', 'F" NW "0" ORATES VRLE93 pTHERWISE INDICATED.
to-xF-Z1 j
Fat 8'-0" IN HEIONT OR LESS USE 6- WALLS AND BOTTOM SLAB. OVER
8'.0" TO 1S'.g" IN HEIGHT USE 8" WALLS AND BOTTOM SLAB. AO,IUST
40F LL O J
DOy'-'p<
ORAWITIES A MOIr Y.
Z H4 ¢
CON6TRWT WITH PIPE CnOMdS ETCHING.
rH
CHAMFER ALL E%PteSED CORNERS 1".
,
r w0
M W W NOT TO SCALE.
n
ELEVATION,
-TOP
STEPS - SM. NO. a4O.98
STEPS -STD. W. B40.B6
THD n FVATTAM ,
1 / SECTION J-J
WERE 30" TO Se" PIPE IS USED
SEE NOTE-
m
0
DOU)' Zp tin. ... E....y
rD- o m p Do
+m-r Z -i = D @4EOUAL-SPACES
_-
O 1h Tn
t
O O Ill
x
T
m
3"
2
x Cn00
Z" T4
111
" (7 M
c"yf�n R "' w R
�U
or,
� f°
in t in e,
S+
m PLAN _0_F_TOP _SLAB S_ECTIONS-S
OC)
Z y
N = _
IIIA en 6n--i I-E--i �a8 "W" BARB-_�'pJf / �W4 GAR
P EgIAL SPADES NV� I Illj)�-
of >
wav h-
A A O 04 BARS."U"I
D
O H SECTION R-N DOWEL
my�
M .A
Z O
M
18'
CONTRACTOR TO GROUT STONE APRON
IN FACE OF SLOPE
2' LIP AT END OF APRON
a
PLAN
L ¢
• A � Z
E 0dA
Zui
all-
(L
m
a
cc =
__--_ 0 __- o f,D c
W 10
�\ 0
Z W ¢
x
1 _ F F- p_
SECTION lei ¢ W -
WN M 42" TO 54" PIPE IS USED x N
Z r
J O
(! V
Z
M � M w
I A
y 1 r
`--
n
PLAN SHEET 1 OF 2
840.02
BaOFD
HpTN
z
0
EXPANSION JOINTS
M}
F-Q
4i
r x U
rr 0 CO
O
LL ati J
F
STD. 840.03 RAYE
d Z
O O 2
Q19
U¢O0
F
N Fx L_ _1
- ---'e'-0"-
OOCna
Z Ce¢
PLAN
t_H
CURB AND GUTTER WITH CATCH BASIN ON STEEP GRADES
h W O
O
USE ON FLAT ELEV -`', EXPANSION JOINT-? 6�
GRADES 2% AND UNDER '
EXPANSION JOINT ---' I- 3'-0"� � � DEPRESSED OUTTER LINE
ELEVATION
c =
NORMAL CURB AND GUTTER ON LIGHT GRADES
LL
M
C� CO
--NORMAL GUTTER LINE
EXPANSION JOINT 7 gn
Z OC w
m
8" TOP
USE /1N GRMEB OVER 2% �ELE -t
Q
cc = 1
I - - EPRESSEO GUTTER LINE
¢ UI
0"_..
E%PANSION JOINT-�
O ( , 1YA% -.I. 6'CC
,i
1 _
a Us
ELEVATION
H
W
NORML CURB AND BUTTER ON STEEP GRADES
x Q Cu
T
ON MIN. IEIeNT M WITH NO WIeFA) •
Iyy Z
W.Yw. coma. IN BOX DEr1CTIr18
J O
BARS-N TOTAL TOP 60rtOM ONE PIPE I
W. LENGTH Lw. SLAB SLAB
-
(7
w
� � I'III i
\ Jim,
VI l
alNIabiM OIaEM8I0NR
AMD QUANTITIES FOR
COMCIIETE CATCH WIN(
DIIENStr1&
OF BO% AND! PIPE
COVED
MIN. HEIrNm DIMENSION
0.235 07Y2 0.015 0.028
PIPE
SPAN_
WIDTH
MIOTN
SPAN
94P8
U
BARS-V
p
f 12
A
S d"
B
2 2'
C
8
N
2'-1"
E ---
F
N0.
LEN6TN
-
-NO.- lE
-- -
-
15
1 B
3 O"
9 0"
2 2'
2 2
_
3'-0"
3 -
_
0.235
0 29a
0 828_ 0.023
0 887 0.033
0.038
0.049
2• .
3 0"
2 2
9
9' 8_
0.295
1 w1 0.050
0.086
DO
-3-0'
_ _
2 2
3'-1"
4'-9
_
1 •Y"
4 0
1__..
_
1 6
_ _
Y 3 S"
3
9 9'
99
0.123 0.921
1 433 0.092
0.127 ��
W.
3 O"
2 2
3'-10"
4 -9
1 -8"
4 O"
4
1 11
3 9 9"
3
3 9'
43
0.161 0.358
1714 " 0.192
0.178
42
T-W
2-2'
4'.5
5 3
1' S"
9 2"
4
1 a
- 1"
2 2 1
3
2 -11"
32
0 112'0 918
1 T38 0 tw
0 243
as
3 O"
2'-2'
S'-0"
5 9"
2'-1'
V-2"
4
2 3'
3 V-11"
J
3
2'-11"
54-
3'-0'
2' 2'
5' 1"
8'-3'
2' 7
a e
_ 4 _-._
2 10'
5 2'-11'
3
2' 11"
TOP OF
DAM
RETENTION
POND
RIP -RAP APRON
N.T.S.
�12"-18" STONE EMBEDED IN -
SLOPE FACE A MINIMUM OF 6"
CROSS-SECTION
N.T.S.
POND 1
STONE OUTFALL APRON
N.T.S.
CONTRACTOR TO GROUT STONE APRON
IN FACE OF SLOPE
TOP OF
DAM
RETENTION
POND
-12"-18" STONE EMBEDED IN -
SLOPE FACE A MINIMUM OF 6"
CROSS-SECTION
N.T.S.
POND 2
STONE OUTFALL APRON
N.T.S.
\I
J1
3
35
0. 145 '-0.352
2.052 0.235
0.317
41
0.1aO'0.3ae
2.9G7 0.297
0.401_
• RISER NAS .228 CUBIC YARDS OF CONCRETE PER FOOT HEIGHT
afaccafaM reserves the right to amend product spooMaaaas without notice and sppMers
♦ .. ♦ f am requested b check AS to the validity of the specifications May am �ringT11.
Installation and Filling Cross os will lacing wife doss Nee with pre4rmed Indolent
After IRA foundation hue been prepared, the preussembled gabios an
puma In the desired location Is form IRA dnkWre. Gatram, shal be
connected together and aligned before filling It Wake With rock. A➢
connections (srael-to-pwW and bukaFb-basket) eggs be abeal
carried out es Described In the amembly operations.
Roos for Vatican may be produced by any su!tabhe qurrft method.
and by the use of any device But yields Me required sns within the
gradation fimas chosen. Rocks and be hand, angular W round, durable - and of such quality that they shad rot d imagWe on exposure b waer
r blot m Ns shell fie between
ee 4.8 h .
Gael m cocas afar range ban of 5 oversize zest-20g rem} The range n
slow wry allow roc a e don t e 5 loinsa ond'w 5% e. In as rock
provided N e not that on the Bagel an 10 I surface. n In as came,
the viscera rack shell not be fargar Bhad 10 m ), mmj, and lM
Dndenith rods ghee not be a arse thus 2 to (e lace).
During the loins operation as gust mnud atone placement Is regrind e
mkdmtm voids. The wiveed laws d and
structures may be
carefullyshall
hmtl sled In stages
gee s not. Rat one compact mayapp"mbe vo The
Thai alsll be neat h stages so be
awl oaf depth
exceeding ceey M avoided.
That lHi h r t None, elvll any g ba Rled te a rm PVC 1 fl (300
one
mmj Higher then the swim placing ce(Fig. 7). VMtn umBssum PVC the P C _..
sun aMuld t taken whe ama the elrre to wsae Bret role PVC
roe on adore vA rot be dam ed. lies a as 7- ^�
etlfleen ae hadglshahtoIr mgaiai,as Me (Fig. fixedd1/U _ (O 1. J
end2/3dMa hdgM for 3R elmgabionsstle web
1.5 R (NO mm) high anise dWeem may be fixed d the half height level,
a required. Prolonged comer etiGanen ace instated at 45' t0 the focal
side of age Unit, wlenoln an obtmos sendh side be
priced (appmAwateV / ft POO ppn�l. MInirnire theromunter of voids by
using a amillmded stone and avoid large stages In order ta achieve a
drhm, compact Signs fie. AN comers should be securely connected to Phase 1
the neighboring Yabior. d Material New before filling the Izws
anNNEmmmr-
When nacre than one layer of gabion, In required, in War for Me
individual units to become Naorponted Rao one coninuous ahr g n..
the net layer of gabbos must be connected to the lair urwlmneath
ofln Nis layer has been eawrely closed (Fig. 8), Phsso2
Galan placement should be from to Dent and beck to beck so hat
pal. offacing tide can be wired down in are process.
Secure gee end hem which the work Is to "bat the end
by GanlagV MDh9
unit with rock.
Phwe3
Closing
To aBOW for setlbmont Iowa the fit 1-1 5 in. (25.40 mm) above bib
top of the meeh. In slow protectionm apron. downstreaof woks and
pieces whore wear wit lot dtrecty on the gebiom. Inaal bracing wkm
vertically between IM top and bottom mesh. Be aura to keep the tap
edge of the diaphragm wpused. Fold the IRA down and pull Me edge of
the panels to be connected using an appropriate tool Much as a W dear
(Fig. 9). The Nola shad be fighfiy laved along .4 edges, end" and
diaphragms In the same manner as described for assandAi g urft (FIC
4) Adjacent lids may Is securely attached dmukartway. Al old wire,
should than ba lamed in b avoid probations.
"i{ "r✓fQiy` yam,
�F "T� a
i�3W.'E'ek..3
w..
'
r q,re9
10303 Goveme lane BoWevarq
MACCAFERRI NIC.
3660 Seaport Boulevard
WOSMB I MD 21705-3116
wed Saerem % CA 9589+-3400
Tel: [phone]
erruR: hdgtrt@meccaPvri m.cam
Tel: 916a71.5605
I= MI-2138134
webwe: waw maoraftencwn
Fax: [phone]
CoatiProbe
♦ .. PRODUCT INSTALLATION GUIDE
Rev.' 01, Issue Date 04.01.2005
GABION
Mabrial Delivery
Oub'lons lore manufactured wish all components medhardcely connected
at the production facility, s per ASTM A7647. MI Gebbne saw diaphragm
supplied In Do collepsed fonr4 dMr folded and bundled or riled. The Alec" selvedge"r^e
bustles are compassed end shopped together el the factory for easy
shipping and Mndklg Lacbg wro is Nipped in collar Farmers are
aNmetl n boxes. Prennned college Nbnen are ahbped all boons. folding lines
Assemly =y
open and unh* eadh gabion on e gal, Mod wdam and mrmve any \
shipping fold a necessary. This can be done by placing the fold war a r 1
x 4" board and walks along Bte aides. LN u Ms Bidesends add
9 re P
diaphragm IMo a and the
.,a p to farm an boo and . I).
Cthe beck end tit hod ponds d the ee end
a Me and pads
and wmNu d n rot. The Donet d Me end and sons
diaphragm have Me sayedpe subs extending out appranda an 4 In.
(102 rem) from flies panel edges. Raise the and iamb eel be
diaphragms to a vertical position end wrap the selvedge wee around Me
edge winedtha tp rot back n sM-
Conned tM edge, d Me gabion and de ph.gen, by hWng ~ hcng
wits or ring %done. (Fig. 2). Ra1p /eetenen shad tat be specee more
than 6 In. (150 non) aped. TM procedure for Using uses win carsick
of cubing a sufficient IengM d woe, and Ind lopping and/or 1whA g the
lacing wire b the Wre mesh. Proceed n lace with alternating debt and
sngle loops through every mesh opening appwkns%y every 61n. (150
mw) phdmg each loop tight and Arely securing tM and d Me facing
wire to the who meth by looping end/r sending. The use d pkom to add
awemby and tying d vie mks using the lading win supplied wish the
ofbions is formerly recommended.
Exact MA daphlsms Into the varlked position, and tle them W the sae
panels n use erne manner.
Fastening Procedure
Whon using hingirg Wks, cut Me lahgth d Me edge b be Oea Lon gas a piece ot was sha be joined Umby
several legdls d wers. no wkwx WWI be smxred around maraeN'ad➢a
are or heavier edge win, wrm present by bopinq and twiswg ore
lacing ban around beef. Proceed trying with akeman double and ample
loom. Double loops dell be made d i rievab not greater men 6 n
(ISO mot). The baskde should ba pulled Sightly together during M lying
operation. The other and doe ba wim shall be Secured by again
loping and NVIOAQ the wire Around lbw. When uMhg facing wee W
assanle the units. pairs may be used to clean Mght loin%. Care
Should be %ken to avold damaging the wke costing.
When Noel rag fasteners are wool, 1M um d emir a nhedunkal r a
pneumatic fsiming tool b required. Spacing of Me rings sholl be In
Accordance With ASTM A975-97 Table 2 Panel to Panel mralmllrn,
Pull -Apart Resistance. In any cam, ring feeWmm spocbg shall me
axwatl 8 In. (150 rem). Rees that ba bdalled st Me era and tenter
diaphragm and along all edges. Care should be taken b emcee the
owl rep fasim r b M pls%ly doted and 1 kstalatlen. When ors is
not Possible, connection mud be complemented wAh lat ng wire.
Foundation Preparation
The foundation on which rot galore ace to be placed shall be favet and
graded n Me eevation$ as shown on Me protect construction drawings.
The foundetion for Stoles, arms be laud, enoolh, and has d "Wow
kfepN lot Iowa makdo. and vpetedlon In atwrtlenca with the
project pedawbea Appmisle meawnw shall be taken fr alleging
end dmbMge d the foundation, s per mro project specifications taller
cloth, coin woks, sta). Goole%Nee required b be installed behind
gabion structures eltl campy with the requirements Re subemsoo
drainage appliwdons
SECTION VIEW
Pond Bbllpn ELEV,
It s
awv,e,,e
adrz '
it
Finrro 3
1 �
t"sTSA81'i arrmwmf m w e dww env w,e rawwe.
'f. ONO,bATIN.wrA
s. am"rr awl a. s,�. Pao cone.
4 BrAIIC"n{�yYn rt%a A81M MMlmei]
3 GMm nbAARAaalit'.
a1. Red ar Pica'. OW •T
sz svd ud wWN ,aT Pd„s..
sa. vas Sow mr.
e. *has bawlu rdmd saw urw,W.ea
tip d W Wl ELEV =RSO
wuec.ee
TYPICAL CROSS SECTION
arsor,wucrosrarrlrw,i;iai -
naosNm sa scow Mrrradwasr caws
al•rs
v.w
as"rr
,.n
Arop owuabLxsnAawuro•emuwd,ffirAlLff•
• •
-
TYPILlw oarNs
Typical Crow Section
weM,Erepabll hrpkeawbfurabl TtnwM
peal;
p,hb
Ml✓r,
MbrNraLLc
qG
r NTS
1030d ae.MrarueM and.
-le
-
wWb,.am.wz+7eeane u9A
l,=wJ
re.Pol zzNelafu (anazaetr4
BR
NOT FOR CONSrRUCTN]N
>r�
F. tit
POND 1
STONE GABION DAM
N.T.S.
a
TECHNICAL DATA SHEET
Rev.' 01, Issue Dale 04,01.2005
American Units
GALVANIZED & PVC COATED
Product Description
The galon mat is a structure manufactured from Bx10
hexagonal double twisted wire mesh type as par ASTM A976-97
(Fig. 2). They am filled with stones and dosed using Ids at the
project site to form flexible. permeable, monolithic structures
such as channel linings and scour aprons for erosion conird
Projects.
The wire mesh used Is heavily zinc coated soft tamper steel. A
PVC combing is applied to provide added protection for uas in
polluted environments where silts or water an acidic. In sale or
fresh water, ar wherever the risk of corrosion is present The
PVC coating has a nominal thidcneas of 0.02 in. (0.50 mot). The
standard specifications of mash -wire are shown in Table 1.
The gallon =is are divided Into cells by means of diaphragms.
cells 3 ft .9IT wide 9 fl 2.8 m lot (Fig. 1 .
I cell, are 0
Typi
cally, ( ) by ( ) 9( g )
In Oder M refMoce the structure es are selved
ged gad with
a wire of greater diameter (fable 3all ). Cells 3 it (0.9 in) wide by 3
at (0.9 IT) long can be manufactured as par requirements.
Genenalona, tolerances and sizes of PVC coated gabion man
are shown in Table 2.
Win
Alt tests on wire must be performed prior to manufacturing the
mesh. All wire should comply with ASTM A975-07, style 3
r
waling, galvanized and PVC waled steel wire. Wln tined or
the manufacture of gabion mats and the lacing Wine, shall have
a maximum tensile strap of 75 000 si 515 MPa as r
ore p ( p
ASTM A841/A641-03, silt temper steel.
Woven Wire Mesh Type 800
The mesh and win characteristics shall be in accordance with
ASTM A976.87 Tale 1. Mesh type 8%10 and PVC coated. The
nominal mash opening, b = 3.26 in, (83 rem) as per Fig. 2.
The minimum mesh properties for strength and fleedbaity should
be in accordance with the following:
. Mesh Ternile Strength shall be a minimum of 2900 IbIR
(42.3 kN/m) when tested In accordance wall ASTM A975-97
section 13.1.1.
. Punch Test resistance shall be a minimum Of 5300 lb (23.6
kN) when tested in compliance wit ASTM A975-97 section
13.1.4.
• Connection to Sshvdgw shall be 1200 WAR (17.5 kWm)
when leafed in awardanw with ASTM A97697.
P.V.C.(Pof +nY! Chloride) Coating
The technical charecnriabice antl the resistance of the PVC to
aging should meet ties relevant standards. The mein values for
the PVC material are AS follows:
• The inhal property of the PVC coating shall be in
compliance with ASTM A975.97 section 8.2.
• Prior to IN and abreslon degradation, the PVC polymer
ceelmg shall have a projeded minimum dumbility of 60
years whan tested Inco accordance with UL 7468 Polymeric
Matenati-Lang Term Ptopedy EvaWeimn for heat aging test.
Lacing, Assembly and Installation
Lacing operations to assemble and connect galon mat units
an made by using lades ed In Tale 3 and
described in Fig. 3. Stemsteel
perflless steal ring faBfanere can be used
instead of, a to wmplemerd, the lacing afire (Fig. 4 and Fig. 4
stainlesssteel dogs for WC waled gabion mats shall be In
accordance with ASTM A97Sg7 section 6.3.
Sparing of the rings shall be in accordance with ASTM ASg7
Table 2, Pond Panel to PConnection, Pug -Apart assistance. In
any case, ring fasteners spacing shall not wceed 6 in. (160
rem) (Plg. 3).
The rings can be installed using pneurful a manual ads (Fig.
5).
For full detella, please see the Gallon Mat Product Installation
Guide.
- e Namaland reswvm the right n amend product specifications a/thout notice and specllere
A are requested b check as ta me vallrgty dive speclecatlons May are using.
g9 (W)
8 h.9)
1 (0.3)
22
99 (30)
9(2.8)
1 OS)
33
99 (30)
6 (1a)
1.510.45)
22
99 (3))
9(2.8)
1.6 fO.45)
33
60 (19)"
e(1.9)
1 (0.3)
i4
6D (19)"
HIM)
1 (0.3)
21
69 9 •
( )
D 2.8 )
5 0.45
( )
21
M/M the estlWon of dfaphrel 3x3 cols are walable upon request
N sizes and dimensions are narrwhd,
Tolerances of 1 5% of the width, length, and height, of the
gabion man shall be permitted.
Quantity Request
When requestng a quotation, please specify:
• number ofunits,
. size of units (Irgh x width x height, see F!g.1),
• type of mesh,
type of coating.
EXAMPLE: No. 100 gabion mats, BWx1. Mesh type Sx10,
Wine diem. 0A06 in. (2.70 mm), Galvanized + PVC coaled.
Open Closed _
E
E
r
4m m
(t4 rem) ma wedrp of sx
i(25 mm (26 j alter doses
Tol! L SI d:.rc I
I IGi ) J r� E 1 rrP
®®®®®
j
al
w.a1...
10303 Govemc, Lars Brdevard MACCAFERRI INC. smseprtBwievad
wlllemsport, Me 21795-3116 Wed amtd Sao. CA 95W1.3400
Tel: [phone] well: hdqua®nocsa%nFw.com Tol: Vie-371s005
Fw: 301-223-8134 "CNew www.mexdani.wm Fw: 91B-371-0784
SECTION VIEW saTas.
t. Newwrdbw. erica"N.rmxwr,Men
3. ObbnIDABTN IBM.
3. OHae de•d,hbl a?Yhc •PVC Coed.
I a FAI Cd,gean te%IO AST1A CWal OteSr
6. GebnnwMlN aeill:
i e.l. Rvd 9be 'af, Dr0 •a'
'i sz neat ur w•vN ,n not A,.
sa. vase, Sew nisi.
6. *M whwew e.upn sa xs el r.e.y"a r>
I
PTO aWWIELEV-20
( w!
ir
Ford Sotam ELEV. =5{I
i 3'Mln. Embapmrg -?/
TYPICAL CROSS SECTION
Nw-bm.rc w.,mrMrrpNaMya e"
avden me cllPe,mstoww,rwwon•a•
IrIMbE rlambll MlrlmbagJblMba7•
• •
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LOM&,d
weernae. rot rt7..an6 USA
PM1lrin)tri4aefu(anl ztaatsf
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-
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IT.
TyPecAL DUALS
Typical Crow Section
,bMw wAas
SG
J.
-
+ANTS
b'
__...__
BR8
NOT FOR CONSTRUCTION
"",•C fr1
+1t
e,w
POND 2
STONE GABION DAM
N.T.S.
GRADING AND
a
Approved Stormwatelf Permit Documents
Construction in accordance With these documents is
required by the stormwater permit. North Carolina
rules require that the stortnwater system designer
Inspect during constri,tion: Cedlfy Conformity with the
plans and specs, and certify compliance With the
stormwater rules
A.,SA NoCA32H 1005 (0)/5G F!Permit /
catu_._-j-,i,/'
liv NC Divlshon of Water ua
fih¢e((F_JG Z12. Rnvieaan gwte.� O
DRAINAGE DETAILS
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REVISIONS
BY
aADDENDUM
11/12/082
CLM
STATE COMMENTS
12/15/OB
CLM
DRAWN BY PDR
CHECM By CLM
DATE
8/20/08
1'- 60if
,ice via
07-156
8�
D-2B
NUMeER
OF
SHEET$
07-156 DE.DWG

110 in
01
N 6
06 3o
r�
0 n
1
0%
to
0 V
n:L�
in IV
STANDARD MANHOLE
TOP OF BOX J RING AND COVER
ELEV. 254.50
o REINF. &ONC. SLAB
20' EMERGENCY #4 O 6 O.C. EACH WAY
OVERFLOW OPENING
INV. EL. 253.50 I I100-YR. ELEVATION
(5 FT ON 4 SIDES OF STRUCTURE) I I I I 253.24
6" It t1 6"
(3) 8" PIPES -
O INV. = 249.60
8" PIPE WITH
8" CAP WITH
3.75" ORIFICE
INV. = 248.00
W&A DETAIL
II II WALL REINFORCEMENT
ll i I#4 O 10" EA. WAY
I� II
II � 0 II
I� II
I II
I DETENTION POND
SIDE SLOPE
ELEV.= 248.00
II II
II II
II II
II II
/\249.6 \j\\j/\\j/\\j\\j\\j/\\j\ I 8" PIPES
u'.
20' RIP -RAP SPILLWAY
ELEVATION = 252.25
SEE EARTH FILL DAM DETAIL ON
SHEET D-2A FOR PLACEMENT OF
CLAY CORE AND ANTISEEP
COLLARS IN DAM. 8" PIPE WITH
8" CAP WITH
3.75" ORIFICE
INV. Or 248.00
WALL REINFORCEMENT
#4 O 10" EA. WAY
II II 18" DIAMETER RCP OUTFALL PIPE
PIPE INV. OUT= 239.00
I I
2'-0' I I
I 12" EMERGENCY POND
DRAIN WITH CAP
V-6"- - - - - - - - - INV.= 239.00
10'-0" BASE REINFORCEMENT
#4 O 10" EA. WAY
FRONT ELEVATION
DETENTION POND ■1
OCS • 58
N.T.S.
j TOP OF BOX
j) ELEV. 258.00
20' EMERGENCY
OVERFLOW OPENING
INV. EL. 257.00
(5 FT ON 4 SIDES OF STRUCTURE)
6" I
II
II
I
II
I
�I O
(3) 8" PIPES -
O INV. = 252.70
8" PIPE WITH
8" CAP WITH
4.25" ORIFICE
INV. = 251.00
W&A DETAL
2'-
1'-6"�
STANDARD MANHOLE
RING AND COVER
REINF. &ONC. SLAB
#4 O 6 O.C. EACH WAY
I 100-YR. ELEVATION
256.93
6"
II IWALL REINFORCEMENT
#4 O 10" EA. WAY
FRONT ELEVATION
DETENTION POND N2
OCS • 60
N.T.S.
DETENTION POND
SIDE SLOPE
ELEV= 251.00
• f'
'1
1
STANDARD MANHOLE
RING AND COVER MAXIMUM DETENTION STORAGE
ELEVATION = 253.24
TRASH RACK 1" STORM TEMPORARY POOL
(SEE DETAIL BELOW) ELEVATION = 249.60
6' WIDE CONCRETE PAD
AT FACE OF STRUCTURE
PERMANENT POOL TOP
/ELEVATION = 248.00
12 INCH PERMANENT POOL CLAY
LINER
CLAY LINER SHALL BE A LEAN
CLAY(CL) BASED ON USCS
CLASSIFICATIONS MATERIAL SHALL
HAVE A PERMEABILITY RATE OF 10
TO 10 CM/S. CONTRACTOR MUST
SUBMIT MATERIAL SAMPLES TO A
LABORATORY TO VERIFY MATERIALS
MEET THESE REQUIREMENTS.
A MINIMUM OF 4 INCHES OF TOPSOIL
kHALL BE PLASED ABOVE THE
ACTED CLAY LAYER FOR PERMANENT POOL
BEGINNING ELEVATION
BOLT TRASH RACK TO �
HEADWALL WTH
STRUCTURE CAN BIEGLIFTED
FOR MAINTENANCE ANTI -SEEP COLLAR
2.5' WADE X 2.5' HIGH 12" CAP 12" PVC EMERGENCY POND DRAIN
#4 REBAR WELDED GRID
O 2-1/2" O.C.
FABRICATE TO ENCLOSE
OUTLET ORIFICE
A MINIMUM OF 10 S.F. OF OUTLET CONTROL STRUCTURE v58 DETENTION POND e1
SURFACE AREA IS REQUIRED N.T.S.
FOR EACH ORIFICE
20' RIP -RAP SPILLWAY
ELEVATION = 255.75
SEE EARTH FILL DAM DETAIL ON
SHEET D-2A FOR PLACEMENT OF
CLAY CORE AND ANTISEEP
COLLARS IN DAM.
18" DIAMETER RCP OUTFALL PIPE
PIPE INV. OUT= 242.00
12" EMERGENCY POND
DRAIN WITH CAP
INV.= 242.00
-BASE REINFORCEMENT
#4 O 10" EA. WAY
PAM= LJO.UU
23 B" PIPES
I = 252.70
239.00
SEDIMENT STORAGE n
ELEVATION = 238.00
6't JSTANDARD MANHOLE MAXIMUM DETENTION STORAGE
RING AND COVER
ELEVATION = 256.93
_ .. - .. _ .. - .. - .. - ..
I
1
8" PIPE WITH
8" CAP WITH I'
4.25" ORIFICE
INV. = 251.00 `
I: e •I
e I
WALL REINFORCEMENT
#4 O 10" EA. WAY e
BOLT TRASH RACK TO
HEADWALL WITH HINGE SO
STRUCTURE CAN BE LIFTED
FOR MAINTENANCE
2.5' WADE X 2.5' HIGH
#4 REBAR WELDED GRID
O 2-1/2" O.C.
FABRICATE TO ENCLOSE
OUTLET ORIFICE
A MINIMUM OF 10 S.F. OF
SURFACE AREA IS REQUIRED
FOR EACH ORIFICE
ANTI -SEEP COLLAR /
12" CAP 12" PVC EMERGENCY POND DR
TRASH RACK 1" STORM TEMPORARY POOL
(SEE DETAIL BELOW) ELEVATION = 252.70
6' WIDE CONCRETE PAD
AT FACE OF STRUCTURE
PERMANENT POOL TOP
/ELEVATION = 251.00
12 INCH PERMANENT POOL CLAY
LINER
CLAY LINER SHALL BE A LEAN
/\\ u CLAY(CL) BASED ON USCS
CLASSIFICATIONS MATERIAL SHALL
\\ \\ HAVE A PERMEABILITY RATE OF 10
TO 10 CM/S. CONTRACTOR MUST
SUBMIT TO A
LABORATORY TIOLVER FYLES MATERIALS
MEET THESE REQUIREMENTS.
AHALL BMINIMUM
POF 4 INCHES OF TOPSOIL
ACTED CLAY LAYER FOR PERMANENT POOL
TINGS. BEGINNING ELEVATION = 242.00
\ i
SEDIMENT STORAGE
ELEVATION = 241.00
OUTLET ONTROL STRUCTURE v60 DETENTION POND •2
N.T.S.
GABION WALL FOREBAY
DAM ELEVATION = 250.00
,y 1
\\
GABION WALL FOREBAY
DAM ELEVATION = 253.00
to:t
a
Approved Starmvoater Permit Documents
Construction, in accordance with these documents is
required by the stormwater permit. North Carolina
rules require that the stormwater system designer
Inspect during construction: certify conformity with the
plans and specs,. and certify compliance with the
stormwater rules. (154NCAC 2H 1008 (j) )
Permit p#��pl�ovl/03 Date l�?71aSj
NC DN�sion of Water, _�u.,a}lity��
Sheet #�- 2C_. Revision. Date�f3/DS"
GRADING AND
DRAINAGE DETAILS
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CHECK D BY CLM
DATE
8/20/08
Soms 1•- 60'
" N&
07-156
SHEET NLWER
Dooloolool2C
OF SHEETS
N
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► 0

-v LEGEND ON 1
.125" —12"— .125" 1 WHITE BACKGROUND 11.25"] 11.25"
a.r . as • ♦ . • - _I 1
NON -
NON -AD STANDARD I •
�� -�: BACKGROUND.
— . — "I-
• ,.]_ _
RIGHT AS SEEN FROM
PER POST- ONE ON
LL 21 EACH SIDE. --LME 4)
/ .
ASic
- -
-5H (2.125m
.. / -
.. _ . 1 ^ ' .
.' -r ]- . .. . -.
1////// C
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/ /
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NEW
1 • VAN o f • . 1 -uw EL
STANDARD SEE END CAP ISLANDS DETAIL
ACCESSIBLE —NOTE: SEE 97E PLAN STANDARD c ME
SPECIFIED BY LOCALy L'' ] H 1
ODE SPACES
r,
(Typ.) r4L 0
' r : ].•- I
ACCESSIBLE SIGN
UD
NOIM-
„GO
] •f
1 & W ACCESS AISLE SHALL BE PLACED ON THE I, FF
PASSENGER SIDE OF A VAN ACCESSIBLE SPACE
+ 4. ALL DmENscNs ARE To t OF STRIPE UNLESS
OTHERWISE INDICATED
.,
I�
<1 TRAFFIC _ --,I CONNECT ALL EQUIPMENT
GROUND CONDUCTORS TO
II GROUNDING LUC IN POLE
YELLOW PERIMETER OR COLOR
AS BARS PLACEDTEM. T
1 COLORSPECIFIED•1 1ANCHOR SOLTS_
LOCAL .BLUE SPECIFIED:CODESIN
ACCESSIBLEINTERIOR STRIPE IN I. WITH TRAFFICINTERIOR BLUE STRIPE SHALL DIRECTLY Z5,R CONDUIT AS 4rx r WEL qXR.407MULDWrT mma
«.
JAMM am (POLES M GROAND LUG IN POLE
ABUT YELLOW PERIMETER STRIPE. DESMAIM WITH "CAN' SUFFIX DETAIL V*—�
ONE VAN STALL CONFIGURATION
- LOME
ri
RIP . • 1 �a�luJ CIA.
_ _ ©' ,!.
�.
Rim
9MMT PA
N.T.S. LOCA'TE AT EDGE OF PARKING SPACE UNLESS MANUFACTUNDI'S
ACCOMPANIED BY 'VAN* LETTERING r SECURITY CAMERA CONDUIT
RECOMMENDATION DESIGNATED WIN
a. �:
DTPKSTRP 103/14/08 LIGHT FIXTURE OPEN—— 21V CIA. OOSKRETE FOUNDATION
FOR BOX DESIGNATED VERTIC.&L Me TAL
- COMMBASS SHALL BE MINIMUM COVER TV *I
'
I
®�®
a
"T MUM LOCATE SUPPORT
BOLT cam TYPICAL JAMION SON TOWARDS FRONT OF 113 PROPER
BUILDING. JAMMU= SHALL THE FQftffM
BE CARLON PART nimm O�ONCFM
SANDY COPPER jg�4C
GROUNDING LIM WELDED SCRAM AM M ED
•a- v
COVER TO OF POLE NUT AND BOLT ON KNINDY
IN NOTES: F—
f4 GIMUND CAKE ATTACHED 1. 3500 PSI MIN, 28 DAY COMPRESSIVE STRENGTH CONCRETE WIN WAX 80 REINFORCING MEEL
IF SUPPLED BY 3. FOUNDATION EXCAVATION SHALL BE BY 2e AUGER IN UNDISn� OR PROVALY COMPACRED
TOP..LOCKING TO GROW ROD L IF WATER IS PRESENT IN HOLE, RENCK NWM POURING CONCREIL
SITE LIGHTING VENDOR FILL PER SPECIFICATION$.
S' MR. LIr MAX 4. FOUNDATION SHALL HAVE A MINIMUM ALLOWABLE END RAISING OF 2DOO PSF. SM. HAND ROLE
LIEVELM NUT BOLT PROWECTION 5, FOUNDATION HAS BEEN DESIGNED FOR A COMESIVE SOL BASED ON A MINIMUM CMIESIVE uj
L FOUNDATION HAS SEEN DESIGNED FOR A GRANULAR SOL BASED ON A MINIMAI LATERAL SOL CON"WRIN
9=1�� SM PLATEPER PRESSURE OF 1000 PSF. UTILIZING AASHTO FIGURE I.S.20(4) OF 'EMINEDMIEPIT OF POSTS 2
a.
r
•-SPECIFICATIONS WITH OVERTURNING LOADS. r LIGHT POLE z
DETAIL "C S, ALL LIGHT POLE SM FOUNDATIONS SHALL BE CAST-14-PLACE, PRE -CAST LIGHT POLE BASE 46 DEGREE SEND
a- . •1
CIRCLE JUNCIION Box W
POLE MOUNTED CAMERA DETAI
�I I I� — �I� el. �I I 1 i�, II 1 IIII a•
-•-
ITYPICAL- • : • AI
�I �1 •- TYPICALANCHOR :•ONLY FOR POLE LOCATIONS DEMM70 WTH
I�I III I II—� II— • ..17YNCAL LIGHTING POLE BASE DETAIL 1 10/02/07
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11
NOTE: GUTTER SLOPE TO MATCH B
].
ADJACENTFILLED W/ a a C______C,■
STEEL . . a +. LONG17UDINAL
CONC.WITH TOP . al
FINISHED. NOTE: PROVIDE 11r EXPANSION
■�■■■.I�JOINT 1 '' ,
]]
20 PRIME COAT AND TACK PLAN MEW AEMRAUSUAIETOLUMNT (TYP.) SEE STE PLAN
COAT TO FACE OF CURB
3. DOVER WHERE CURB CONTACTS 1/4* THICKNESS PREMOLDED EXPANSION JOINT FILLER SPACED 0 3W O.C. MAX SLOPE 1/4" /FT
OVER FOOTING ASPHALT. EXTEND JOINT FILLER FULL DEPTH OF SIDEWALK 2-
MAX
FILL POST w/ CONCRETE
FIXED ♦ ' • : '
PAVEMENT .1 MAX RADIUS � ADDENDUM 1
r
6,�♦..•i!�.�.
..... .... �.HC1b�'�'�.
CONCRETE MINIMUM SM TE PAVING qmw 7 `Pc CONCRETE
i=rrrr r •: •:r::::::.:
�>
/ `'SEE PAVING DETAILS FOR WHERE RECAARIED REINFORCEMEN �M74' AGGREGATE BASE (TYP)
\NOTE;/SUBGRAI`E AND COMPACTION SECTION A -A EACH WAY MAX SPACING. OR COURSE COMPACTED 'TO SECTION B-B
ALL PIPES SHALL BE PAVEMENT'
PAINTED TRAFFIC YELLOW - • CONCRETE CONCRETE SIDEWALK
PIPE BOLLARD CURB AND GUTTER I I I -
1 ra- . ®®
_
Typ-
NOTE' GUTTER SLOPE TO MATCH —31
ADJACENT PAVEMENT. IN R WIR
C.JF FIRE LANE
:WID a.Wv TH (festl • i �I
1
MAX
RADIUS
h
LEFi7URN WIR - TURNING RADIUS PAVEMENT WIDTH R DATS
1 1 .
•1
PAVING FIRE LANE STRIPING SHALL BE 8' RED STRIPES WITH
SEE PAVING DETAILS FOR NOTE: ALL TRAFFIC FLOW
%{%%i%{'%i%i%i`%i/i i {. NO PARKING FIRE LANE NO PARKING FIRE /; •�•%i•/ •I•/.I•/•/•/•/•/•I•/•. •=
ARROWS e INCH VM17E LETTERSr . PARKING FIRE•• . -ua •v . •-
PAVEMENT•SECTIONS, SUBBASE. .- yr
DRIVE
SUBGRADE AND COMPACTION PAINT PER SPECS. TYP. OF THE SIDEWALK ABUTTING 714E PAVED
REQUIREMENTS. RIGHT TURN SPECIFIED BY LOCAL REQUIREMENTS.
INTEGRAL
3211j ON1J121Vd ON 3NVl 321I�
ONIN21Vd ON - -� N.T.S. N.T.& N.T.& .......... SITE PLAN
DETAILS
,
CURB AND GUTTER TRAFFIC FLOW ARROW FIRE LANE MARKING I
IDTCURBBDNG 12/17/04 ��

r r r r r r r r r r r
1a MAX—'
FLARED
SIDE
SIDEWALK
II
8,33% MAX
rI
AF
lox uAX�
FLARED 3' IN
SIDE
V MIN. LAM M AREA
CONCRETE CURB
DOMES ARE NOT SHOWN TO
SCALE. SEE DETECTABLE
WARNINGS DETAIL AND
NOTE 1
Rauh
W Ulm
LANDING AREA
SECTION A —A'
1R ACE OF RAMP SHALL HAVE DETECTABLE
- WARNINGS AS SHOW. DETECTABLE WARNINGS SHALL
CONSIST OF RINSED TRUNCATED DOMES. SEE
DETECTABLE WARNINGS DETAIL
J
PAVED AREA J
2. RAMP WE SLOPE VARIES UNIFORMLY FROM A
MA)GIRRM OF UP TO 10% AT CURB TO CONFORM NTH
LONGITUDINAL SIDEWALK SLOPE ADJACENT TO TOP OF
THE RAID.
3. CONSTRUCT PER A.D.A. STANDARDS
IES ARE NOT 4. RUM TO PLANS FOR ADJACENT SLOPES
WIN TO SCALE; I-` S THE CROSS SLOPE OF THE RAMP SURFACE SHALL
DETECTABLE u BE NO GREATER THAN 1:50.
tNINGS DETAIL
NOTE 1
A µa �
Di � 0.9•
ELEVATION
FOR AS REQUIRED BY THE
LENGTH LOCAL JURISDICTION/
(DYEIING AU TIES
W MN. LANDING AREA
PLAN
&33X I - LANDING- I L
f8w
'°� L4"
4' AGGREGATE BASE COURSE COMPACTED TO 98%
OPTIMUM DENSITY PER ASTER D698 OR 95% OPTIMUM
DENSITY PER ASTM D1557
ADA RAMP IN SIDEWALK
N.T.S.
03114/OS
I
CURBED ISLAND
SITE ppppOR�R� DETAIL SHEE
T
ET
AISLE r
SIGNS —�sJ. 18•
CURBED ISLAND _ ID•
LAYOUT PER STRIPING DETAIL/SITE PLAN
POST WITH AISLE SIGNS � II
235' O.C.
C4
2LALL
NOTE PREFABRICATED PANELS PER A.D.A.
ACCESSIBILITY GUIDELINES SECTION 4,29.2 8
A4.29.2 SHALL BE USED.
DETECTABLE
WARNINGS DETAIL
PER STRIPING DETAIL/SITE PLAN
• clok "I m
5/18' I STANDARD GALVAN ED
OR ZINC PLATED SQUARE OR
NIX MEAD
MACHINE BOLT NTH TNT.
PLAN VIEW
BREAK AWAY CHANNEL POST
NTa
C-4
N ;
N W
I In
OD LO
N C
06
cr
o
m
!� a
2
NOTE SEE LANDSCAPE BERM DETAIL FOR TREE PLANTING.
CONCRETE BUFFER ..........
N.T.S L.,....I
RESERVED
PARKING
vAR
A
"U'-CHANNEL
POST—
(2 LDS/FT.)
b
b
USE 8' PIPE
BOLLARD FII l ED W/
CONCRETE AND PAINTED
TRAFFIC YELLOW 9=
WHEN SIGN IS IN PAVED
AREA OR SIDEWALK
35W P.SI. • I I `{`S ' N
P.C. CONCRETE •: ,!. { 1
i TRUCK i
ENTRANCII
24 O.C.
'U'-CHANNEL POST
THAN
r. ETC.)
NOTE ALL SKINS EQUAL
TO OR GREATER THAN W
MID UP TO 48" IN WD1H
S AU. HAVE TWO POSTS
SIGNAGE OTHER THAN
TRUCK ENTRANCE
(7RRA IC,EEXIIC.) O THRU
(2 LBS./FT.)
NOTE THE MIN. HEIGHT
OF THE BOTTOM OF THE
LOWEST SIGN SHALL BE
7-0".
USE r PIPEBOUARD_
CONCRETEFIAND PAINTED
ry
TRAFFIC YELLOW QMLY
WHEN SIGN IS IN PAVED Ilrl
.MI
�I •„
AREA OR SIDEWALK
T
Tn
SLOPE TOP �•
�• -1---SEE
BREAK AWAY CHANNEL
POST MEN PIPE BOLLARD
� °CONCRETE
e e
- GROUND SURFACE T-'l
t 1/2
PARTIAL ELEVATION
SITE SIGN BASE DETAILS
N.T.S.
DTSIGNCO
ALL SONS SHALL COMPLY WITH U.S. DEPARTMENT OF
TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATIONS
'MANUAL OF UNIFORM TRAFFIC CONTROL DENCES",LOCAL CODES
AND AS S*ECIFED. CUNT SIGNS TO POST IN ACCORDANCE
WITH MANUFACTU S INSTRUCTIONS
DOWEL DIAMETER - T/8 (IN) WITH 3/4" MINIMUM DOWEL
DIAMETER FOR PAVEMENT THICKNESS LESS THAN 8"
DOWEL DIAMETER - T/8 (IN) WITH 3/4" MINIMUM DOWEL
CLOSED END NONMETALLIC 18' LONG EPDXY COATED SMOOTH DOWEL O 12" O.C.
DIAMETER FOR PAVEMENT THICKNESS LESS THAN 8"
EXPANSION CAP, 3 1/4" MINIMUM
18" LONG EPDXY COATED SMOOTH DOWEL O 12' O.C.
LENGTH, SIZED TO SECURELY FIT VERTICAL SAW -CUT SEE PCC JOINT DETAI
SEE PCC JOINT DETAL
DOWEL 3/8" MIN. BLOW-UP
BLOW-UP
2" MIN. *�•
TN
CLOSED END NONMETAWC
(FIRST POUR) SECOND POUR
EXPANSION CAP, 3 1/4' MINIMUM
.� :, ;GILLS,.•;; ,.:. - ,• .,, ;.• , •,
.. „
LENGTH, SIZED TO SECURELY FIT
N . "r.• �;.� .'
DOWEL
-phOPOSED PI�veA11nT S G PA
'. ri-` R .:• :. :'H'�';,i : ;,...,..:a:'s':'":;•..: ,;,:.
v s.
T - PAVEMENT TOP 1 8' NO JOINT
T = PAVEMENT TOP 1/8" NO JOINT
THICKNESS
THICKNESS SEALANT (SEE PCC JOINT
ALANT SEE PCC JOINT
DETAIL BLOW-UP)
DETAIL BLOW-UP)
1 2" MIN. PREFORMED
JOINT FILLER
NOTES:
1. DOWEL BARS SHALL BE DRILLED 9" DEEP, 12" ON CENTER INTO VERTICAL FACE OF EXISTING
NOTES:
PAVEMENT BY USE OF A MECHANICAL RIG, CLEAN HOLES THOROUGHLY.
1. DOWELS SHALL BE SUPPORTED BY AN APPROVED DEVICE, DRILLING BY HAND OR
PUSHING DOWEL BARS INTO GREEN CONCRETE IS NOT ACCEPTABLE
2. DRIWNG BY HAND OR PUSHING DOWEL BARS INTO GREEN CONCRETE IS NOT ACCEPTABLE.
2. REFERENCE SPECIFICATION FOR JOINT SPACING.
3. COMPLETELY FILL HOLE WITH EPDXY GROUT AND INSERT DOWEL WITH EXPANSION CAPS SHOWN IN
DETAIL: INSTALL EXPANSION CAPS ON THE FREE END OF THE DOWELS.
4. DOWELS SHALL BE ALIGNED PERPENDICULAR TO THE JOINT.
TRANSVERSE EXPANSION JOINT
5. DRIWNG, CLEANING, AND GROUTING SHALL BE PERFORMED PER THE EPDXY MANUFACTURER'S
REQUIREMENTS FOR THIS SPECIFIC APPLICATION.
6. FOR EPDXY GROUT, THE HOLE DIAMETER SHALL BE NOT MORE THAN 1/8' LARGER THAN THE DOWEL
DIAMETER OR AS DIRECTED BY THE EPDXY MANUFACTURER.
6. FOR CEMENT -BASED GROUT, THE HOLE DIAMETER SHALL BE ATLEAST 1/4" LARGER AND NOT MORE
THAN 3/6' LARGER THAN THE DOWEL DIAMETER OR AS DIRECTED BY THE EPDXY MANUFACTURER.
DOWEL DIAMETER - T/8 (IN) WITH 3/4" MINIMUM DOWEL
DIAMETER FOR PAVEMENT THICKNESS LESS THAN 8"
16" LONG EPDXY COATED SMOOTH DOWEL O 12" O.C.
BUTT JOINT
VERTICAL SAW -CUT SEE PCC JOINT DETAIL
3/8 MIN. BLOW-UP
VERTICAL SAW -CUT SEE PCC JOINT DETAIL
T/1
BLOW-UP
3/8" MIN.
FIRST POUR) SECOND POUR
CLOSED END NONMETAWC
EXPANSION CAP, 3 1/44' MINIMUM
rN
•.•'i.••• .,4`.1� .• ••••.:�.`'•• �• ,,
•i•
LENGTH, SIZED TO SECURELY FIT
.., .�. "q:4
.'T: :;,`.,.:... r;,. .. ,; `•r%•
DOWEL
N •.l'a:•y,' .r•` a. 'c .;:.: ...w7
'!. � '.i:':
.s
!- F :.r:: ::.;�. `,wj •y 1:. •✓'•: ".:.q,.'.,,, •.M
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14 INL
:a• v..
_
•
TOP 1 8' NO JOINT
T - PAVEMENT
T = PAVEMENT SEALANT (SEE PCC JOINT
THICKNESS TOP 1/8" NO JOINT
THICKNESS DETAIL BLOW-UP)
SEALANT (SEE PCC JOINT
DETAIL BLOW-UP)
NOTE:
NOTE:
1. DOWELS SHALL BE SUPPORTED BY AN APPROVED DEVICE, DRILLING BY HAND OR
PUSHING DOWEL BARS INTO GREEN CONCRETE IS NOT ACCEPTABLE.
1. REFERENCE SPECIFICATIONS FOR JOINT SPACING.
CONTRACTION JOINT
CONSTRUCTION JOINT
SPECIFIED JOINT SEALANT APPLIED IN ACCORDANCE WITH
SEALANT MANUFACTURER'S REQUIREMENTS
SAWCUT AND THEN CLEAN BOTH SIDES OF JOINT TO "'
SEALANT TOOLED 1/8' BELOW PAVEMENT SURFACE (NO
REMOVE EXCESS MATERIALS AND ASSURE ADHESION
JOINT SEALANT IN TOP 1/8")
OF SEALANT TO PCC SUBSTRATE
TOP OF CONCRETE
•: :i,: •1, :A : :.'r
: •:•.:.�;::•:�.
NOTES:
�••: ;. �;':i •'•�''
`.::, '•'^ •
1. ASSURE SAW JOINTS ARE CLEAN AND DRY PRIOR TO THE
'�.:'^•�''�•': • �• ^ `' ":'
APPUCATION OF THE JOINT SEALANT.
+
CLOSED CELL BACKER
'' "" "'
/
2. INSTALL CLOSED CELL BACKER ROD AFTER JOINTS HAVE BEEN
ROD, TYPICALLY 1/8'
`"''"'•`' •' "+':;:"':" '+' " '
`��:•: ri', s-[
CLEANED AND DRIED IN ACCORDANCE WITH SEALANT MANUFACTURER'S
TO 1/4" LARGER THAN
, ,•'1:,:.�:'i:::
;,�;.J.'•'.'a ,. ..-, :
REQUIREMENTS.
JOINT WIDTH
•.^ ,�...•,.,•, ,,,,;, •• ;;' s. .
3. INSTALL BACKER ROD AT CONSISTENT AND UNIFORM DEPTH.
A .
%� " ,
JOISEALANTAPPUCATION SHALL BE IN�ICT COMPLIANCE
.'1 �. • -:'': , r':, 1. ,j`,,f,• ' ^
WITH SENALANCTUREQUIREMENTS.
T = PAVEMENT
PREFORMED NT FILLER
THICKNESS
/
PCC
JOINT DETAIL BLOW—UP
(TYP.)
CONCRETE JOINT DETAILS
N.T.S. L.......i
1:>m1
SE PLAN FOR POST SPACING REWIRED <1:3 LAP IN DNECTION OF TRAFFIC
3/4'X 2 1/2'
TERMINAL SECTION RAIL IK
1-1/4•
S/*51W
1VAL SHOULDER
+ +BUTTON HEADL 7�.
16/RECESS ONES" DEEP
RECESS ONE SDE
SPLICE BOLT NLQ
NOTE POST DOLT SAME EXCEPT LENGTH.
�J
' ,(.°� 11/1B'x 1• SLOTTED HOLE
IN%
ro
7/8
1-3 4'X 3•X 1 CUT STEEL WASHER / /8' WASHER
STm PLATE wASHFR
FOR POST BOLT
NOTE: ALL WARD RAIL ELEMENT$ FASTENERS, AND
TERMINAL SECTIONS SHALL MEET THE
REQUIREMENTS OF AASHTO M 180.
LSGENQ
® LANDSCAPE AREA
® CONCRETE AREA
ALL AIDS MUST
INCLUDE A 3 FOOT
CONCRETE BUFFER AND
STILL HAVE A MINIMUM
OF 10 FEET REMAINING
FOR A LANDSCAPED
AREA.
3 FT Od
(TO BE FREE OF
5/B•X 2' POST BOLT, H r
STEEL PLATE WASHER,
CUT STEEL WASHER
AND NUT.
1-t/ir
t0
I
BOLT TO BE ON SIDE AWAY FROM
1_1/8• APPROACHING TRAFFIC WHERE
HOLES FEASIBLE
MOUNTING STm =
H=
GUIDE RAIL ,
4A..1
N.T.S
90' PARKING*
2-1/4'
3-3 18'
WHERE 10 FEET OF LANDSCAPE
IS NOT ATTAINABLE DO NOT
LANDSCAPE; CONCRETE THIS
AREA INSTEAD.
CONCRETE ISLANDS
UP TO IS' IN WIDTH
3 FT CONCRETE BUFFER
(TO BE FREE OF OBSTRUCTIONS)
STRIPE ODD SHAPED AREAS ON
"MERE 10 FEET OF LANDSCAPE
IS NOT ATTAINABLE DO NOT
80' PARKING TO MAINTAIN A
LANDSCAPE; CONCRETE THIS
RECTANGULAR LANDSCAPED
AREA INSTEAD.
AND/OR CONCRETE ISLAND
CONCRETE ISLANDS
t UP TO IS IN WIDTH
� L
+
�
STOPS l
3 FT CONCRETE BUFFER
3 FT CONCRETE BUFFER
(TO BE FREE OF OBSTRUCTIONS)
(TO BE FREE OF OBSTRUCTIONS)
60• PARKING*
*HM* 80' AND W PARKING END CAP ISLANDS ARE TO BE LANDSCAPED ONLY IF REQUIRED BY LOCAL ORDINANCES.
STRIPE ODD SHAPED AREAS ON
80• PARKING TO MAINTAIN A
RECTANGULAR LANDSCAPED
AND/OR CONCRETE ISLAND
WHERE 10 FEET OF LANDSCAPE
IS NOT ATTAINABLE DO NOT
LANDSCAPE; CONCRETE THIS
AREA INSTEAD.
wpp t
3 FT CONCRETE BUFFER
3 FT CONCRETE BUFFER STOP SOMN (TO BE FREE OF OBSTRUCTIONS)
(TO BE FREE OF OBSTRUCTIONS)
HIGH TRAFFIC AREA ISLAND**
**MQM THIS DETAIL IS TO BE USED TO PROVIDE ADDITIONAL PROTECTION FOR REGULATORY SIGNAGE THAT IS
NORMALLY WITHIN A PAINTED ISLAND.
END CAP ISLANDS
N.Ta
END CAP ISLANDS 12/08/07
GAUGE U.S.
-ANDARD (STEEL)
SITE PLAN DETAILS
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REVISIONS
BY
QADDENDUM /2
11/12/08
CLM
STATE COMMENTS
12/15/08
CLAP
MAWN BY PDR
CHECKM BY CLAP
DATE
8/20/08
scros
19- 60'
roe No.
07-156
%EDT NUMBER
D-113
OF
BFEETS
07-156 DE.DWG

1.5 INCH OF ASPHALTIC CONCRETE SURFACE COURSE
1.5 INCH OF ASPHALTIC CONCRETE SURFACE COURSE
SUPERPAYE TYPE S-9.5A
SUPERPANE TYPE S-9.59
1.5 INCH OF ASPHALTIC CONCRETE
RFACE COURSE. SUPERPAVE TYPE S-9.5A
25 INCH OF ASPHALTIC INTERMEDIATE
COURSE, SUPERPAVE TPE 1-19.09
9.0 INCHES OF GRADED
&0 INCHES OF GRADED -
AGGREGATE BASE
.. AGGREGATE BASE
(GAB).
(GAB)'
. d
d
12"
12"
..
C
p.C.CON.
�'.C.C6NC .,.t ,.
STANDARD DUTY HEAVY DUTY
ASPHALT PAVING ASPHALT PAVING
ASPHALT PAVING
6.0 INCHES OF PORTLAND 7.0 INCHES OF PORTLAND-
CEMENT CONCRETE. CEMENT CONCRETE.
8.0 WCliS OF GRADED 6.0 INCHES OF GRADED
AGGREGATE BASE AGGREGATE BASE
... 12" A.
P.C. NON-REINF. CONIC. ' P.C. NON-REINF. CONIC.
STANDARD DUTY HEAVY DUTY
CONCRETE PAVING CONCRETE PAVING
PC CONCRETE PAVING
PAVING DETAILS
N.T.S.
GENERAL NOTES
CONCRETE PAVEMENT GENERAL NOTES,
1.
FOR PREPARATION OF PAVEMENT SUBGRADE, FILL PLACED WITHIN 24 INCHES OF
1. ALL CONSTRUCTION METHODS AND MATERIALS SHOULD BE
FINISHED SUBGRADE ELEVATION IN FILL AREAS AND AT LEAST THE UPPER 12 INCHES
IN ACCORDANCE WITH THE LATEST EDITION OF "STANDARD
OF SUBGRADE IN ALL AREAS TO BE PAVED SHOULD BE COMPACTED TO AT LEAST 98
SPECIFICATIONS FOR ROADS AND STRUCTURES",
% OF THE MATERIAL'S MAXIMUM STANDARD PROCTOR DRY DENSITY (ASTM D-698). FILL
DEPARTMENT OF TRANSPORTATION, STATE OF NORTH CAROLINA.
PLACED BELOW THIS LEVEL SHOULD BE COMPACTED TO AT LEAST 95 X OF THE
CONSTRUCTION OF ROADS AND STRUCTURES, 2006 EDITION.
MATERIAL'S MAXIMUM STANDARD PROCTOR DENSITY.
2,
AFTER PROOFROLLING WITH A LOADED TANDEM AXLE DUMP TRUCK AND REPAIRING DEEP
2. THE APPLICABLE NORTH DDOT SPECIFICATIONS FOR
THE MATERIALS AND METTHODSS USED ARE FOLLOWS:
SUBGRADE DEFICIENCIES, THE ENTIRE SUBGRADE SHOULD BE SCARIFIED TO A DEPTH OF
GRADED AGGREGATE BASE -SEC. 520/PG. 5-10 THRU 5-15
12 INCHES AND UNIFORMLY COMPACTED TO AT LEAST 98X OF STANDARD PROCTOR.
AND 0 THRU 10-40.
3.
GRAVEL BASE COURSE AGGREGATES SHOULD CONFORM TO THE REQUIREMENTS OF
PORTLAND CEMENT CONCRETE -DIVISION 7
LAND CEMENT
SECTION 520(PAGES 5-10 THRU 5-15) AND SECTION 1010 (PAGES 10-30 THRU 10-40)
OF THE NCDOT "STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES" 2006 EDITION.
3. PORTLAND CEMENT CONCRETE SHOULD HAVE A MINIMUM
COMPACTION OF GRAVEL BASE COURSE SHOULD CONFORM TO THE MODIFIED PROCTOR
28-DAY COMPRESSIVE STRENGTH OF 4,000 psi WITH A
COMPACTION TEST, AASHTO-180.
MODULES OF RUPTURE OF 600 psi OR MORE.
4.
ASPHALTIC SURFACE COURSE MIXTURES SHOULD BE IN ACCORDANCE WITH SECTION 610
4. SAW CUT CONTRACTION JOINTS SHOULD BE SPACED AT
(PAGES 6-27 THRU 6-51) OF THE NODOT "STANDARD SPECIFICATIONS FOR ROADS
15' O.C. MAXIMUM EACH WAY. JOINTS SHOULD EXTEND TO A
AND STRUCTURES", 2006 EDITION. THE MIXTURE SHOULD HAVE A MINIMUM MARSHALL
DEPTH OF 1.5" INTO THE SLAB. ISOLATION JOINTS SHOULD
STABILITY OF 1,800 POUNDS, AND THE SURFACE COURSE SHOULD BE COMPACTED TO A
BE USED WHERE PAVEMENT ABUTS DRAINAGE STRUCTURES
MINIMUM OF 97% MARSHALL DENSITY (ASTM SPECIFICATION D 1559).
AND BUILDINGS.
5.
ASPHALTIC BINDER COURSE MIXTURES SHOULD BE IN ACCORDANCE WITH SECTION 610
5. CONSTRUCTION JOINTS SHALL BE UNDERLAIN BY A NON -WOVEN
(PAGE 6-27 THRU 6-51) OF THE NCDOT "STANDARD SPECIFICATIONS FOR ROADS
GEOTEXTILE (APPROX. 2' WIDE) TO PREVENT UPWARD PUMPING
AND STRUCTURES% 2006 EDITION. THE MIXTURE SHOULD HAVE A MINIMUM MARSHALL
OF SOIL FINES THROUGH THE JOINTS.
STABILITY OF 1.800 POUNDS, AND THE BINDER COURSE SHOULD BE COMPACTED TO
A MINIMUM OF 97% MARSHALL DENSITY (ASTM SPECIFICATION D 1559).
6. PAVEMENT DESIGN IS BASED ON A C.B.R. VALUE OF 6.
6.
THE PORTLAND CEMENT CONCRETE PAVEMENT MIXTURE SHOULD BE IN ACCORDANCE WITH
AIR -ENTRAINED CONCRETE FOR PAVEMENT SECTION 430 (PAGE 294) OF THE STATE OF
GEORGIA "STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS AND BRIDGES",
2001 EDITION. THE MIXTURE SHOULD BE DESIGNED TO DEVELOP A MINIMUM
COMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS WITH A 4 INCH MAXIMUM SLUMP
AND 5 TO 7% ENTRAINED AIR.
7.
CONTRACTOR SHALL PROVIDE A PRIME COAT AND TACK COAT TO CURB WHERE CURB
CONTACTS ASPHALT.
8.
PAVEMENT DESIGN WAS PREPARED BY S&ME GEOTECHNICAL REPORT PROJECT 1
1031-08-120 DATED 8/29/08. FURTHER DETAILS ON PREPARATION AND COMPACTION
CAN BE FOUND BOTH IN THEIR REPORT AND PROJECT SPECIFICATIONS.
9.
PAVEMENT DESIGN IS BASED ON CBR VALUE OF 6.
10.
PRIME COAT MUST BE APPLIED TO THE BASE MATERIAL. REFER TO SPECIFICATION
SECTION 2470 FOR REQUIREMENTS.
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N.T.S.
SITE PLAN DETAILS
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REVISIONS
BY
1 ADDENDUM /2
11/12/08
CUM
DRAWN BY PDR
CHECKED BY CLM
DATS
8/20/08
SCALEI 19.60F
JOB N0.
07-156
NNEU NUMBER
D-1C
OF
SHEETS
07-156 DE.DWG
N
Z
'0
V/
W
cc

PARCEL DESCRIPTION:
WILLIAM J. MCNEILL PARCEL
Commencing at an NGS monument 'HOK 5" having NC Grid coordinates of N:
456291.650, E: 1942861.940 and running N 73-23-23 £ for 4582.20 feet to on
Iran pin located on the north right of way of Fayetteville Rood (HWY. 401), being
the common comer of Samuel Hendrix (DB. 382-754); thence along the common
line of Hendrix N 26-40-47 W for 317.50 feet to an angle Iron found being the
Point of Beginning; thence N 26-44-53 W for 112.37 feet to an angle iron found;
thence N 63-17-46 E for 223.07 feet to on iron pin; thence N 26-36-05 W for
544.70 feet to an iron pin; thence N 63-12-40 E for 649.48 feet to an iron pin;
thence S 28-53-23 E for 1234.37 feet to an Iron pin on the north right of way
of Fayetteville Road; thence along sold right of way S 78-56-52 W for 31.45 feet
to an iron pin; thence along the common line of Duncan McNeill (DB. 85-6600) N
28-53-35 W for 568.14 feet to on iron pin; thence S 63-14-43 W for 868.52
feet to an 'ion pin being the Point of Beginning. Said tract contains 10.963 acres
or 477.549 square feet more or less
DUNCAN L. MCNEILL PARCEL
Commencing at on NGS monument "HOK 5" having NC Grid coordinates of N.-
456291.650, E: 1942861.940 and running N 73-23-23 E for 4582.20 feet to an
iron pin located on the north right of way of Fayetteville Road (HWY. 401). being
the common comer of Samuel Hendrix (DB. 382-754) and being the Point of
Beginning; thence along the common line of Hendrix N 26-40-47 W for 317.50
feet to an ongle iron found; thence along the common line of William McNeill (DB.
85-6600) N 63-14-43 E for 868.52 feet to an Iron pin; thence S 28-53-35 E
for 568.14 feet to an iron pin on the north right of way of Fayetteville Road;
thence along said right of way S 78-56-52 W for 924.64 feet to on iron pin
being the Point of Beginning. Said tract contains &905 acres or 387,911 square
feet more or less.
CAMERON PARCEL
Commencing at on NGS monument 'HOK 5" having NC Grid coordinates of N:
456291.650, E: 1942861.940 and running N 73-23-23 E for 4582.20 feet to an
Iran pin located on the north right of way of Fayetteville Road (HWY. 401), being
the common corner of Samuel Hendrix (DB. 382-754); thence along said right of
way N 78-56-52 E for 956.09 feet to the common corner of McNeill (DB.
85-6600) and Cameron being the Point of Beginning; thence along the common
line of William McNeill N 28-53-23 W for 1234.57 feet to an iron pin; thence
along a new line through Cameron N 63-12-40 E for 612.41 feet to on iron pin
being the common comer of Northwoods Estates Subdivision (Ph. 1, PS. 366-5);
thence along the common line of Northwoods Estates S 30-03-52 E for 1418.87
feet to an iron pin on the north right of way of Fayetteville Rood (HWY. 401);
thence along said right of way S 78-58-37 W for 673.57 feet to an iron pin
being the Point of Beginning. Said tract contains 19.040 acres or 829.420 square
feet more or less.
TOTAL PARCEL
Commencing at an NGS monument 'HOK 5" having NC Grid coordinates of N:
456291.650, E: 1942861.940 and running N 73-23-23 E for 4582.20 feet to an
iron pin located on the north right of way of Fayetteville Road (HWY. 401), being
the common comer of Samuel Hendrix (DB. 382-754) and being the Point of
Beginning thence along the common line of Hendrix N 26-40-47 W for 317.50
feet to an angle iron found; thence N 26-44-53 W for 112.37 feet to an angle
Iron found; thence N 63-17-46 E for 223.07 feet to an Iron pin; thence N
26-36-08 W for 544.70 feet to an iron pin; thence N 63-12-40 E for 649.48
feet to an iron pin; thence along a new line through Cameron N 63-12-40 E for
612.41 feet to an iron pin being the common comer of Northwoods Estates
Subdivision (Ph. 1, PB. 366-5); thence along the common line of Northwoods
Estates S 30-03-52 E for 1418.87 feet to an iron pin on the oath right of way
of Fayetteville Road (HWY. 401), thence along said right of way S 78-58-37 W
for 673.57 feet to on iron pin; thence S 78-56-52 W for 956.09 feet to an Iron
pin being the Point of Beginning. Said tract contains 38.908 acres or 1.694,880
square feet more or less.
POC
ALL TRACTS
MONUMENT: "HOK 5"
GRID N: 456291.650
GRID E. 1942861.940
LATITUDE: 35'00' 12.9 36"
LONGITUDE:-79'11'26.910"
HWY 401 BUSINESS
VARIABLE WIDTH R\W -
ASPHALT IN GOOD CONDITION
\
\
1+L\
PIN: 494450001001 EIP 3/4"
N/F OPEN TOP
BETTY M. HENDRIX
D.B. 4-48-601
t,Ri
/
6yoN % �
/
/
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GO
+
/
/
/s"
REB R
TITLE TRACT 3
i
PIN: 494450001012
�Fµ(t
pill /
J/ GRID N:45072.e3
\
N/F
MLLIAM J. McNEILL
/ GRID E1947M&IG
LATITUDE: 35'00'3as
TU LaNaDE: -7s las7.oze•
\
D.B. 85-6600
MAP BOOK 4, PAGE 44
\
PART LOT 3
\
ti �,
4779549 SQ'FT.
\
\
a
6;
110.963 ACRES
\ ,o
Va
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\7
\
195rl
MONUMENT 'I A" \\ PIN: 494450001148 �\
GRID N:461378.937 \ SAMUEL L.NHENDRIX, JR.
GRID E: 1943376.68 LATITUDE: 35' 1'03.268" \\ D.B. 382-754
LONGITUDE:-79'11'20.838" \\ 360 Cmp EIP 1/2\ «ta E �� \ STRUCTURE SOLED
,rsz\ \ ilk /
�O:9oay�\ /
g0+,1 GLE
F IRON FOUND TITLE TRACT 2
\ PIN: 494450001011
N
Cam\\7 DUNCAN L. McNEILL
D.B. 85-6600
ANGLE MAP BOOK 4, PAGE 44
IRON + PART LOT 3
FOUND \\y y
+`'a'. V, 387,911 SQ.FT.
TRACOTB 3 \T" 0�&905 ACRES
PIN: 494450001148 *\ f� POB 10' DIRT ROAD
SAMUEL L NHENDRIX, JR. f\% p TRACT # 2
D.B. 382-754
EIP 1 /2"
a0/
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R/'N,�
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FOCMKR04
o
LINE TABLE
LINE
LENGTH
BEARING
L1
31,4W'52.
L2
1 3i
N 26*44!53*
L3222LOr
N 63170460
LINE TABLE
RECORD
LINE
LENGTH
I BEARING
L2
112.32'
I N 26'40'42" W
L3
223.00'
1 N 6514'56' E
Q/ /
\ / GRID N:459141.572
GRID E:1948141.613
TITUDE: 00'41.223"
:
36 ONGITLJDE7910'23.498"
\ /
PIN: 494460001129 \ / -'NIP 5/8"
N/F REBAR /
COLIN E. CAMERON
IAN P. CAMERON /
2" 1s
EIP r/2"
EBAR 0 77.52' / / /
• E b tJ� / \ / / 15
�R4 VOA / / \ REBAR 20162.70'
to Q7 /
�pQO
14 /
\ / \ 11S i /r O /
\ REBAR 0 337.87' /
\ ,EIP! 1/2"
10' DIRT ROAD REBAR 0 422.98'
\ 0 /
/
V2
\��4 ��ft \ 1P\ // 10 411
G�
OBUILDING
UTILITY CONTACTS:
N.C.O.O.T.:
DEPT. OF TRANSPORTATION
P.a BOX 1067
ABERDEEN, NC 28315
CONTACT. STEVEN D. GILMORE
PHONE: [phone]
ZONING:
COUNTY OF HOKE
P.O. BOX 1556
423 E. CENTRAL AVE
RAEFORD. NC 28376
CONTACT. LARRY W. CHAVIS,
SR.
PHONE: [phone]
WATER k SEWER:
HOKE COUNTY UTILITIES
P.O. BOX 240
RAEFORD, NC 28376
CONTACT. MICHAEL DEAN
PHONE: [phone]
COUNTY OF HOKE
DIRECTOR OF PLANNING
HEATHER N. BROWN
PO BOX 1556
RAEFORD. NC 28376
PHONE: [phone]
FLOOD INFORMATION
SUBJECT PROPERTY IS NOT
LOCATED INA DESIGNATED
FLOOD HAZARD AREA.
FIRM PANEL 11 9445
EFFECTIVE DATE: OCT. 17, 20D6
\ MAP III 3710944500J
a b \ ��
!� ti \mil+ F f� /2" O / Oip y� A
•yam ' \ r�\ REBAR 0 677.91
kP
0
(P
�\ EIP 1/2" O //
\ REBAR 0 848.01'/
/
\ \ C(P 1 /2" /
TITLE TRACT 1 REBAR 0 934.05' /
PIN: 494460001129 \ /
EIP 5/8" N/F /
REBAR /
COLIN E. CAMERON
\ IAN P. CAMERON \ EIP 1/2"
MAP BOOK 4, PAGE 44 REBAR 0 1017.86' /
PART LOT 4
829,420 SQ.FT.
19.040 ACRES 7 , /r
\ \ REBAR 0 1128.90 j /
DILAPIDATED /
BARN
10' DIRT ROAD \ EIP 1/2"
WELL - 10' DIRT ROAD \ REBAR 0 121
/HOUSE /
LEGEND -
Poe
POINT OF BEGINNING
Poo
PONT OF COMMENCEMENT
IBM
TEMPORARY BENCHMARK
ICI
LIGHT POLE
POWER POLE
DG
WATER VALVE
®
WATER METER
0 SDMH
STORM DRAIN MANHOLE
O OB
CATCH BASIN
CD SSMN
SANITARY SEWER MANHOLE
W
D4 GV
GAS VALVE
O WED
TELEPHONE PEDESTAL
• FODMKR
FIBER OPTIC CABLE MARKER
I-r
FIRE HYDRANT
O MP
NEW RON PIN (5/V REBAR)
O EIP
EXISTING RON PIN
- OE -
OVERHEAD ELECTRIC LINE
- UE -
UNDERGROUND ELECTRIC LIME
- SS -
SANITARY SEWER LINE
-- w -
WATER LINE
- UG-
GAS UNE
- OT -
OVERHEAD TELEPHONE LINE
- UT -
UNDERGROUND TELEPHONE UNE
RCP
REINFORCED CONCRETE PIPE
CMP
CORRUGATED METAL PIPE
R/W
RIGHT-OF-WAY
WHITE LIE
-
DASHED WHITE UNE
YELLOW UNE
DOUBLE YELLOW LINE
-o
SIGN
=
STORM ORAN PIPE
- x
FENCE
NORTHWOODS DRIVE
TPED
PIED
it
i EM 1 ��
EM
IP /2"
�4 POB , REBAR 0 1358.80' r �� Ar
/ 1 � # �� TPED _ _i !
HOUSE 004 5O' B/I
HEIGHT. 23.7•f 0% EIP 5/8" ` �" OLD IRON f�
REBAf� FOUN - - - _-
\ •� Y
10' DIRT ROAD-
7g'58'Sr W
924.g4
REBAR f 5
WED 1.11
/CATV P
-><-
FOCMKR-
� JarQ.
�3 N
J =
d -
MONUMENT "HOK 7"
GRID N:452572.033
GRID E:1945115.559
LATITUDE: 34'59' 36.184"
LONGITUDE:-7910'59.735"
f
is
POP to
IGNAL PIT.; aw _
` -� i !� FOCMKR to .
.70 to
-�
TPED
to
V-.-79E101gi, F-OCMKR� OEM OCMKR
VAUL
a
BOX (5)
NERATC
C PIT
VALVE
FAYETTEMLLE ROAD-
ic
(HWY 401)
VARIABLE WIDTH R\W
SPEED LIMIT 55 MPH
ASPHALT IN GOOD CONDITION
OE
CLUB POND DRIVE
60' RIGHT-OF-WAY
SPEED LIMIT 35 MPH
ASPHALT IN GOOD CONDITION
ALTA CERTIFICATION:
TO: WR OF RAEFORD. LLC k CHICAGO TITLE INSURANCE COMPANY
THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT
iS BASED HERE MADE IN ACCORDANCE WITH THE "MINIMUM STANDARD DETAIL
REQUIREMENTS FOR ALTA/ACSM LAND TITLE SURVEYS," JOINTLY ESTABLISHED AND
ADOPTED BY ALTA AND NSPS IN 2005, AND INCLUDES ITEMS 1-4. 6, 7A, 8, 10-11.
13 OF TABLE A THEREOF. PURSUANT TO THE ACCURACY STANDARDS AS ADOPTED
BY ALTA AND NSPS AND I CT ON THE DATE OF THIS CERTIFICATION,
UNDERSIGNED FURTHER TIFTES THAT IN MY PROFESSIONAL OPINION, AS A LAND
SURVEYOR REGISTERED THE ST TyqF NORTH CARgJNA, THE RELATIVE
POSITIONAL ACCURACY F THIS VETS DOES NOT EXCEED THAT WHICH IS
SPECIFIED THEREIN. \
DATE: AUGUST 13. 20
SURVEYOR: JAMES R. FRI
REGISTRATION NO. L-283
N.C. CERTIFICATION:
NOTE: THIS PROPERTY IS NOT LOCATED WITHIN 2000 FEET OF A NCG HORIZONTAL
CONTROL MONUMENT, AS SHOWN ON GEODETIC CONTROL INDEX MAP. THEREFORE,
SAID PROPERTY IS TIED TO HOK 5 MONUMENT AS REQUIRED BY G.S. 47-30.
NORTH CAROLINA
HOKE COUNTY
I, JAMES R. FREELAND. CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY
SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION (DEED
DESCRIPTION RECORDED IN BOOK 85. PAGE 6600 ETC.), THAT THE RATIO OF
PRECISION AS CALCULATED BY COORDINATE COMPUTATION IS 1/10,0I THAT
THIS PLAT WAS PREP ACCORDANCE WITH G.S. 47-30 AS AMENDED.
WITNESS MY ORIGIN SIGNA E, REGISTRATION NUMBER AND SEAL THIS 13TH
DAY OF AUGUST, 2 07. . 1
SURVEYOR'S NOTES:
1.) ZONING PROVIDED BY THE APPROPRIATE
GOVERNMENTAL AGENCY: TO BE USED FOR INFORMATIONAL
PURPOSES ONLY.
2.) SQUARE FOOTAGE AND DIMENSIONS OF STRUCTURE(S)
ARE FOR INFORMATIONAL PURPOSES ONLY, NOT FOR LEASE
OR SALE PURPOSES.
3.) HEIGHT AND DIMENSIONS OF OVERHEAD ELECTRIC LINES
ESTABLISHED BY TRIANGULATION METHODS USING
ELECTRONIC SURVEYING EQUIPMENT. ALL HEIGHTS AND
DIMENSIONS SHOULD BE VERIFIED BY CONTRACTOR OR
LOCAL ELECTRIC COMPANY BEFORE CONSTRUCTION BEGINS.
4.) 1 HEREBY CERTIFY THAT THE RATIO OF PRECISION OF
THE FIELD SURVEY IS 1:10000 AS SHOWN HEREON AND
THAT THE AREA WAS DETERMINED BY DMD METHOD.
5.) THIS PLAT HAS BEEN PREPARED WITHOUT THE BENEFIT
OF A TITLE REPORT AND DOES NOT NECESSARILY INDICATE
ALL ENCUMBRANCES ON THE PROPERTY.
6.) THE UNDERGROUND UTILITIES SHOWN HEREON WERE
TAKEN FROM PLANS PROVIDED BY THE UTILITY COMPANIES
AND HAVE NOT BEEN FIELD MARKED BY LOCATOR
SERVICES NOR FIELD VERIFIED BY THE SURVEYOR OTHER
THAN VISUAL APPARATUS SUCH AS VALVES AND METERS.
CONTRACTOR SHALL CALL LOCATOR SERVICE FOR
VERIFICATION PRIOR TO ANY CONSTRUCTION OR
EXCAVATION.
7.) NO MILE MARKER FOUND WITHIN A REASONABLE
DISTANCE.
8.) THIS PROPERTY IS MADE UP OFF MULTIPLE TRACTS
WITH NO GAPS OR GORES BETWEEN PROPERTY LINES.
TOTAL LAND AREA:
19694*880 SQ.FT.
38.908 ACRES
BASIS OF BEARINGS:
BASIS OF BEARINGS BASED UPON
GPS OBSERVATION OF NGC MONUMENTS
"HOK 5" "HOK 0470 & 05W4 A"
ALL BEARINGS AND DISTANCES ARE N.C. GRID
SITE ADDREED
4555 FAYETiEVLL E ROAD
TI
TLE
NCC' NN�
28376
CHICAGO TITLE1 E NSURANCE COMPANY Y
COMMITMENT / RA08-0008730
EFFECTIVE. MARCH 31. 2008--REVISED JUNE 3, 2008
7.) RURAL LINE PERMITS TO CAROUNA TELEPHONE AND
TELEGRAPH CO. RECORDED IN DB. 4-183 AND DB. 4-374,
BOTH 20' EASEMENTS MAY AFFECT UNE ENTERING
PROPERTY FROM HWY. 401 FEEDING HOUSE ON TITLE
TRACT 2• GENERAL PERMIT TO CAROLINA TELEPHONE AND
TELEGRAPH CO. RECORDED IN OB. 4-388 AND 08.
151-511, 08. 4-388 IS 50' EASEMENT POSSIBLY
AFFECTING MCNEILL PROPERTY -UNABLE TO LOCATE, AND
DB. 151-511 IS BLANKET EASEMENT- UNABLE TO VERIFY
AFFECTS OR LOCATION WITH DOCUMENT PROVIDED.
ZONING INFORMATION:
ZONED: RA-20
RESIDENTIAL - AGRICULTURAL DISTRICT
SETBACKS
FRONT:
FROM U.S. OR N.C. NUMBER HWY: 50'
FROM LOCAL OR S.R.: 30'
SIDE:
ANY ONE SIDE: 10'
TOTAL FOR BOTH SIDES 30'
ON CORNER LOTS BY STREET: 25'
REAR YARD: 35,
MAXIMUM BUILDING HEIGHT: 3V
NOT FOR RECORDATION
SURVEYORS M___ M
FREELAND do ASSOCIATES. INC.
323 WEST STONE AVE.
GREENVILLE S.C. 29609
TEL [phone] FAX- [phone]
EMAIL: jfreeland®worldnet.Gtt.net
DRAWN: ASH PARTY CHIEF: KR CHECKED: JCC
REF. PLAT BOOK: SHOWN HEREON
REF. DEED BOOK: SHOWN HEREON
TAX MAP : SHOWN HEREON
DATE OF SURVEY- AUGUST 13, 2007
DATE DRAWN: AUGUST 20, 2007
DRAWING NO. 60000-ALTA
DATE OF LAST REVISION: 6-3-08
0' 100' .2DO' 300'
SCALE: 1" 1001
/11111111
C
PLS: JAMES R. FREELAND • .
NO. L2836 �'NNnin1 IYN`��
STATE OF NORTH CAROLINA
HOKE COUNTY
CITY OF RAEFORD
MCLAUGHLIN TOWNSHIP
ALTA/ACSM LAND TITLE
SURVEY FOR
WR OF RAEFORD, LLC
r
NTY
OR MUNICIPYAUTY THATILtA6CREA �01NAf THAT REGULATES I OF LAND WITHIN THE P RCELS OFA OF A LAND.
R. FREELAND -i REIG18TRATION NO: L-2836

10' DIRT ROAD
• 264.66
• 264.64
• 264.48
• 264.28
• 264.43
• 264.29
\ • 264.17 _! J.� `� • 264.35
\ _--264-----------28396 \\
\\ • 253.73 •263.59
\ • 263.27
•262.51-262.68
• 262.34
/
/
/
/
/
/
/
/
/
f
.� 38
.Af \ /
`� I \ % / /
• 264.27 rfl • 263.78 . 263.78 /
/ \
-
1/ x 26163
•264.21
\ • 263.68 � \ /
\\ .26&58
• 264.19
\� `' • 263.78 w\ • 263.81
GRID N:459141.572
•283.54 \ // GRID E:1946141.613
PIN: 494460001129 \ / LATITUDE: 35.00'41.223"
\ /LONGITUDE: -79'10'23.4
N /F . 263,82 / / • 263.31
COLIN E. CAMERON •zea47 35 /
TAN P. CAMERON /
P1 �\ /
" NIP 5/ " ' /
RE13AR
• 262.66
\ • 267-41
_ � • 261.82
\\
•261.81vet
0'0
\ • 261.85 x 261.49 N �01
\ oo
• 261.31 ,,Q
0.
x 261.52 C, -�
•2 .24 N ;__'- ATCHLINE A
***CAUTION***
N.C. ONE CALL: UTILITY LOCATOR SERVICE
11 3 DAYS BEFORE DIGGING CALL
TOLD_ FREE 1-1100-632-4949
A ONE CALL SYSTEM FOR COMMUNITY AND JOB SAFETY.
. CAUTION x..
THE UNDERGROUND UTILITIES S I MN NAVE ®N LOCATED
FROM RED SURVEY WORMATNN AND OWNS DRAWN S.
THE SURVEYOR MANES NO GUARANTEE THAT THE UNDEAWOU D
UTILITIES SIONN CC6RSE ALL S 01 UIUIES N TE MEAN
EITHER N SERVICE OR ABANDONED. WE S NVEYCR RATHER DOES
NOT WARRANT THAT 11E UNDEREROU D UTILITIES SOWR ARE N
THE M(ACT LOCAION NNCAIM, AI.*I000H 1E DOES CERTIFY THAT
THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM SSCMIA71ON
AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED TIE
MatC OU D UTILITIES.
LEGEND
P08
POINT OF BEGINNING
POC
POINT OF COMMENCEMENT
7BM
TEMPORARY BENCHMARK
7Qf
LIGHT POLE
`&
POWER POLE
WATER VALVE
®
WATER METER
®
SDMH
STORM DRAIN MANHOLE
0
C8
CATCH BASIN
®
SSMH
SANITARY SEWER MANHOLE
D4
GV
GAS VALVE
L7
7PED
TELEPHONE PEDESTAL
i
FOCMOR
FIBER OPTIC CABLE MARKER
Ix
FIRE HYDRANT
C
NW
NEW IRON PIN (5/8" REBAR)
O
EP
E)aSTNG IRON PIN
-
OE -
OVERHEAD ELECTRIC LINE
-
UE -
UNDERGROUND ELECTRIC LINE
-
SS -
SANITARY SEWER LINE
-W
-
WATER LINE
-
UG-
GAS UNE
-
OT -
OVERHEAD TELEPHONE LINE
-
LIT -
UNDERGROUND TELEPHONE UWE
RCP
REINFORCED CONCRETE PIPE
CMP
CORRUGATED METAL PIPE
R/W
RIGHT-OF-WAY
WHITE LINE
-
- -
DASHED WHITE LINE
YELLOW U E
DOUBLE YELLOW LINE
-----
5' CONTOUR
-----
P CONTOUR
r1v_\rN1
TREE LINE
SIGN
STORM DRAIN PIPE
x -
FENCE %
UTILITY CONTACTS-
N.C.D.O.T.:
DEPT. OF TRANSPORTATION
P.O. BOX 1067
AB€RDEEN, NC 28315
CONTACT: STEVEN D. GILMORE
PHONE: [phone]
ZONING:
COUNTY OF HOKE
P.O. BOX 1556
423 E. CENTRAL AVE
RAEFORD, NC 28376
CONTACT: LARRY W. CHAVIS,
SR.
PHONE: [phone]
WATER & SEWER:
HOKE COUNTY UTILITIES
P.O. BOX 240
RAEFORD. NC 28376
CONTACT: MICHAEL DEAN
PHONE: [phone]
COUNTY OF HOKE
DIRECTOR OF PLANNING
PO BOX 1556
RAEFORD, NC 28376
PHONE. [phone]
/ • 257 7O
14
• 261.44
• 262.38
•261.86 �♦ //
• 251.28
x 26223
•26000 V
/'e
m CATV
MB • �PEEDEED OMIT N O R TH W00 D S `
Z `M 25MPH DRIVE
EM IE--254.
R
SON _ _mac -- Afl
SIGN
�.�<'-'" 256-57 55.67 �
I' �R g RCP 2T� 256.n 2`'6� ^ �•
�rg.58 45�- r•10./� E=2. 4' 251;7,5 �9
559 _5___-�25„8--2295 6.78% !-. ..r•- J�2 _."' '_ �'�-2-55/ RIG
�
_O 5
_'26�N1
257.52 253.32
341SPryEEp 156.NGO0�
ZQ
2IT^p'sP"0Ppit�i10N
-�y_, 5S.7.,2•--11 -21,654_��._--257.62 +� 2.%.65 256
257.10 255.67
`2"0 /
��- 2
81 -_�` 258.55_�Y57.,ri' -/
� 2 --
o
259
�. at
FAYETTEVILLE ROAD
(HWY 401)
VARIABLE WIDTH RIGHT-OF-WAY
SPEED LIMIT 55 MPH CBDI
ASPHALT IN GOOD CONDITION TOP=250.11'
E IN-247.61'1
E OUT-247_51'
E=252.49' IE=257.66' - -7SA
WAY
Tmuic-
153.3.9 25
25-2.1
.14
CATVCPIT
'3'
FOCCMKR
- IE=249.80'
V
MONUMENT "HOK 5"
GRID N:456291.650 GRID
E:1942861.940
LATITUDE: 35'00'12.936"
LONGITUDE:-79'11'26.910"
CBDI
TOP-245.6
IE=243.49'
HWY 401 BUSINESS
VARIABLE RIGHT-OF-WAY
SPEED LIMIT (NOT POSTED)IE=247.18�
ASPHALT IN GOOD CONDITION
RIGHT LANE
MIST TURN
PURE SIGN
HEIGHT: 24
CBDI
TOP=247.65'�
E IN=243.00'
IE OUT=242.9V
MATCHLINE
IE=253.48'-
s
FOOD LION
SHOPPING
CNETER
M1
DEBRISY* 1
x �xTz
r
CBDI /
'TOP-247.38'
IE IN-242.38/
IE IN=242.23'-,
�O�UUT-242.18'
1/ __, s
CLUB POND DRIVE
60' RIGHT-OF-WAY
SPEED LIMIT 35 MPH
ASPHALT IN GOOD CONDITION
LINE TABLE
LINE
LENGTH
BEARING
L1
27.6 '
"
W
L2
6"W
L3
17.79'
s
58,160sw
L4
31.06'
"
L5
40.20'
S
41'53'04"
W
L6
1 59.76'
S
04'52'40"
E
L7
59.66'
S
"
La
21.65'
S
29*01'59N
L9
53.62'
S
32
L10
44.26'
S
3073*11`
L11
26.54'
N
38'56' "
L12
39.27'
N
OW49' `
L13
1 52.421
N
3394r020
E
L14
13.48'
N
27'39'51"
E
L15
43.99'
S
W
L16
10.45'
N
7112*270
E
L17
36.53'
N
63'32'02'
E
SURVEYOR'S NOTES:
1.) ZONING PROVIDED BY THE APPROPRIATE
GOVERNMENTAL AGENCY: TO BE USED FOR INFORMATIONAL
PURPOSES ONLY.
2.) SQUARE FOOTAGE AND DIMENSIONS OF STRUCTURE(S)
ARE FOR INFORMATIONAL PURPOSES ONLY, NOT FOR LEASE
OR SALE PURPOSES.
3.) HEIGHT AND DIMENSIONS OF OVERHEAD ELECTRIC LINES
ESTABLISHED BY TRIANGULATION METHODS USING
ELECTRONIC SURVEYING EQUIPMENT. ALL HEIGHTS AND
DIMENSIONS SHOULD BE VERIFIED BY CONTRACTOR OR
LOCAL ELECTRIC COMPANY BEFORE CONSTRUCTION BEGINS.
4.) 1 HEREBY CERTIFY THAT THE RATIO OF PRECISION OF
THE FIELD SURVEY IS 1.10000 AS SHOWN HEREON AND
THAT THE AREA WAS DETERMINED BY DMD METHOD.
5.) THIS PLAT HAS BEEN PREPARED WITHOUT THE BENEFIT
OF A TITLE REPORT AND DOES NOT NECESSARILY INDICATE
ALL ENCUMBRANCES ON THE PROPERTY.
6.) THE UNDERGROUND UTILITIES SHOWN HEREON WERE
TAKEN FROM PLANS PROVIDED BY THE UTILITY COMPANIES
AND HAVE NOT BEEN FIELD MARKED BY LOCATOR
SERVICES NOR FIELD VERIFIED BY THE SURVEYOR OTHER
THAN VISUAL APPARATUS SUCH AS VALVES AND METERS.
CONTRACTOR SHALL CALL LOCATOR SERVICE FOR
VERIFICATION PRIOR TO ANY CONSTRUCTION OR
EXCAVATION.
7.) NO MILE MARKER FOUND WITHIN A REASONABLE
DISTANCE.
8.) THIS PROPERTY IS MADE UP OFF MULTIPLE TRACTS
WITH NO GAPS OR GORES BETWEEN PROPERTY LINES.
FLOOD INFORMATION:
SUBJECT PROPERTY IS NOT
LOCATED INA DESIGNATED
FLOOD HAZARD AREA.
FIRM PANEL jl 9445
EFFECTIVE DATE: OCT. 17, 2006
MAP III 3710944500J J
BASIS OF BEARINGS AND
ELEVATIONS:
BASIS OF BEARINGS AND ELEVATIONS BASED UPON
CPS OBSERVATION OF NGC MONUMENTS
"HOK 5" "HOK 047" & "5W4 A'
ALL BEARINGS AND DISTANCES ARE N.C. GRID
ZONING INFORMATOIN:
ZONED: RA-20
RESIDENTIAL - AGRICULTURAL DISTRICT
SETBACKS:
FRONT:
FROM U.S. OR N.C. NUMBER HWY: 50'
FROM LOCAL OR S.R.: 30'
SIDE:
ANY ONE SIDE: IV
TOTAL FOR BOTH SIDES: 30'
ON CORNER LOTS BY STREET: 25'
REAR YARD: 35'
MAXIMUM BUILDING HEIGHT: 35'
NOT FOR RECORDATION
oil
SURVEYORS ENGINEERS
FREELAND & ASSOCIATES, INC.
323 WEST STONE AVE.
GREENVILLE S.C. 29609
TEL [phone] FAX: [phone]
EMAIL: jfreeland*woridnet.att.net
DRAWN: ASH PARTY CHIEF. KR CHECKED: Joc
REF. PLAT BOOK: SHOWN HEREON
REF. DEED BOOK: SHOWN HEREON
TAX MAP : SHOWN HEREON
DATE OF SURVEY. AUGUST 13, 2007
DATE DRAWN: AUGUST 20, 2007
DRAWING NO: 60000
DATE OF LAST REVISION: JULY 31, 2008
0' 60, 121Y 180,
SCALE: 1" = 6V
1V 1\\111 I71 //
3 =
PLS: JAMES R. FREELANDS 1110��
..........� )v i
STATE OF NORTH CAROLINA
HOKE COUNTY
WRS OF MEFORD, LLC

PIN: 494450001001
N/F
BETTY M. HENDRIX
D B 448-601
i
- 262.11 /
• 262.08 1
- 262.12 \
MATCHLINE A
EIP 3 4" / \
OPEN TOP �. \\ • 261.4J / BORING EP-2 ' 26" `\ • 261.09
• 260.86 \`. ` \\ @BORING EP-1
/• 260.44
-,p1-261,14 \ /
pDPoNG P-4 1 •280.55
10' DIRT ROAD I\ /„`\ I @BORING EP-6 �\ • 261.11 / / /
***CAUTION***
a \ / - 260.90 `` 1 • 200.32
'
- 262.05 �, -�
`\ /
\ \ /
• Z60.47\ \ /
CAUTIM
• 281.87 \\ �'
-260.74
1 • 260.35
@BORING EP-5 \ /
THE UNOBIQOUND UTUTE9 SHOWN HAW NDI LOCATED
FROM REU) SIRYEY OiDgMAININ AND E70S11NG DRAWINGS
ID N:45B572.637
7
` %
/
`\ 1, • 260.76 • 200.42 \ /
INC SSIEIDR MANxS ND GUARANTEE THAT 111E 1R10ERGIGNO
ID E:1947015.1
\\ - 262.12 ,' i
`\ /'� \ /
UIUTNS SHOWN COLPWSE ALL SN71 U71UM N THE AREA,
EITHER N SERy f OR A•ANI)OED. THE S9Rvrm FURTIM DOES
4LATITIUE,
35*00'35.577"
` '/ /
.260.22 `-�' • 81.4t /
ON IT-791d37.029" "�'
\'"2.0t '�
;
TIE E71ACT LOCARGI NDICAND, ALIHOUCH HE DOES COMY THAT
THEY ARE LOCAtm
/ - 261.16 /
• 260.98 pBo% FP-4 \\
S PCSM
As ACWRA PmSSE NFORIIAllG1
AYAfIA61E THE NnWEIaR HAS NOT LY locAwD THE
• 281.57
\` R� • 201.82 I . 260.65
/
UNDERGROUND UWIX
I
---- -\ • 260.37 (•BORING P-5 %-'��•-�„-- • 2SM40 , 12
` •260.•,N
1 @60PoNiAP�` - .260.29 � _�•.,I�ORINO EP-9 1 /
•26/.64 • J16t:84./
-.
( •• 260.94 j/ • 259.7z `
\ S \• 201.51
•261.40 ro -^ .
. 261.65 ./260.09 BORING P-2 •260.72 (BORING EP-B \ \ \ \
/
/
R^60.08 260.64
•261.49 •281.31 'Tr•260.85 \0\ /
/ \\ \\ /
•260.20 \\\ • ORING EP-7-259.30 ``
• 261.33 i' • 280.5) BORING P-47 • 259.24 \\-�� / • 259.22 •7R39.96 \ \ 11
• 260.35 --� , 239.9] -�•/ \\
-259.58 `� / t \ _�.___ -�- BORING B-40 ^ •259.J0 \ �\ •261.57
• 259.69 / ` I 8
• 26a72�i�-280.48 •2a0.13 !�/i •259.-259.54 i'"- •259,14
i'' �'\ \\\ •280.86
t �_ - /'-- - - - -1 @BORNIG P-7 / � `i'{
• 259.64 ,' - 258.67 • 258.65 `\
----259--- -260.05 • 260.53 • 28BORI " 259.57 • @ BORING B-3 //25A9B sy /^ `•�59.01 • 259.24 ` BORING OP-5
.260.33 I* BORING ���� 1' \``'-_--- �
l • 2S9.6i --.. � '\! 259�13 \\\ / 10 �260,05
•259.80 \1 l���� % /'^ "258.80 @90RINC OP-3 \\ `\ `\ O /
�"' • 259.92 -25&72 / - 255.14 ''S - `\ \ - 281.50 /
•259.77 @• BORING P-1 _� .258\Z / / '� \
NIP 5/8' I!r ^��� •25/2•p '/ / `\ •25853 @BORING OP-4 `\ `
\IREBAR OAK \ ® =z69.77 �, '/� �` �� �i ��` \ • �/' � •258.22 �`�\ \\\ ` y :261.67
24• ,-259.32 -/ `� (BORING B-b'' \\ \ •258.4a -25543 258.44 �i �\ `� •259.23 \ /
LEGEND IN
POD
POINT OF BEGINNING
POC
POINT OF COMMENCEMENT
79M
TEMPORARY BENCHMARK
#
LIGHT POLE
•�A
POWER POLE
WATER VALVE
®
WATER METER
0 SDMH
STORM DRAIN MANHOLE
O CB
CATCH BASIN
® SSMH
SANITARY SEWER MANHOLE
DG GV
GAS VALVE
O TPED
TELEPHOW PEDESTAL
• FOCMKR
FIBER OP71C CABLE MARKER
FIRE HYDRANT
O NIP
NEW IRON PIN (5/9' REBAR)
O EIP
EXISTING IRON PIN
- OE -
OYMEAD ELECTRIC LINE
- LIE -
UNDERGROUND ELECTRIC LINE
- SS -
SANITARY SEWER UNE
-W -
WATER UNE
- UG-
GAS LINE
- OT -
OVERHEAD TELEPHONE UNE
- UT -
UNDERGROUND TELEPHONE UNE
RCP
REINFORCED CONCRETE PIPE
CLIP
CORRUGATED METAL PIPE
R/W
RIGHT-OF-WAY
WHITE UNE
- - -
CASHED WHITE UNE
YELLOW LINE
DOUBLE YELLOW UNE
-----
5' CONTOUR
V CONTOUR
/Y•YY1
TREE UNE
-�
SIGN
_ _ =
STORM DRAIN PIPE
- X �
FENCE
\ 18 9' • 253.94 �- _ _ _ • 10 (•,BORING P-9 i \
OAK p +259.13 @ �25
\ \ `
•259.4a •259.35 11;GNING OP-1 @•BORING OP-2 258.OS �\ \\
•259.18 @BORING B-1 / •258.91 -257.75 -257.8�` �-�•258.04
•259.18'i5
S •261.81.1255.10
i / i V \ (�258.2Rf G P-B • y58y7 • 257.9i \ \ \\ \\ / /
@BOILING RP-1 �` / �- I • ZSO.Z1 / 1
\ \ \ \ - 259.24 i 1"RING E171 �/'--------_-,� I I I ' - 257.97 ORING OP-8 \ \
A
\ \ • 258.74 `� / T58'18 �'i �.` ! 1 1 i'/ - 257. `\\ \\\ • 26Q\{1 /
•TSBaa `02 / PIN: 494450001012 / ! , ' 2sz61 •25z77 �` \ \ \� • 261.62 A j
-258.66 ` - 258.12 • ORING OP-11 \ \ \ /67
\` �N \`1 1 ( ` VVII1TfiM J.-IOIaNEIL \ l i i •z5&2o / -257e0 829E420 SQ.FT.
•258.59 �8.110 s I /� D.B. 85-6600 �`\ ! l i i @. BowNc 13 �\ •zs7.ao 19.040 ACRES -2 (PORINGOP-7 •a57.75\\\2 \\ \ •tea 8\a // tR 0
477 549 SQ FT 1 ; / / 1 J1-257.66 / kp
N \ \ \\ 1 \ @ - 258�6 J f f • ' " / Jl l / 258.60 • a \ �BNG P-10 • 257.57 \\ \ \\ \\ / 1J1(\
\-258.57 -To-m ACRES , , / \ \ 2 ss \ \
\\ \\ \ \y \\ @ BORING RP-2 .'/ i'' i /' i i i /iSA \ / / / \�� • 258.21 \ • as7.78 - 257.59 \\ • 56\\ \\ \ /L�LJ1�
�• �.� % `� \ 11 1 / / / \-257.52 25Y.54 \ /�BOR NG OP-15
�,,,. \ \ i` -p
\ \ \ a1 •257.73\ @BORING OPr12
�OPoNG B-7 /� �/i /.2 �/ �i \ \ I / / 1 •258.53 F \ "257.55 •258.11 '-F^�
\ • 258.30 \ l r / / 52
\` \\\ \\\ \\\ \ \ �• ` ®�� /'^I \`\ ,/ / / �fO1+ING 9-8 \\ \\\ �"f 1 , `\ • 257.77 \ \\ \ / /
\\ \ \\ \\ �`_-J/ 1 \`\t / / / / ,' \\ ��•� 1 /I 1 / ,�/ / \\-257.75-257.65 BORING OP-10 \\ •� O0
@
1 24• / / ,yb / • 258.23 \ SBORING P-17 - 257.65
/ / / / / \ I h
\ \ \ \ @ J 1 / / / \ ..PINE / / / / `\ • 257.81 \ . 259.20
\ \ \ \ / J J // / /' \ \ \ I I / / / / p \
@BORING RP-3 2`T8J' / / / I / / BORING -1T3' \ \ " 257.37 • 257.44 ` \
\\ `\\ \ \\ \ ♦ '\ j pBaRING y/7; / 1 f / / /r // \ \♦ \\ 1\ 24' i \� \\ • zszn \`\ Mesa as
/ / / PINE �p \ \ \
\ I -• ` / / / / ' / / ` ♦ \ \ \ -J / " l�P�"G P-13 / \ BORING P-24 �OR1NG OP-9 (PORING 18 \ /
\ • 257.80 • 257.76 �[ \ •26a2 /
`\ ` \ ) \ Y / / . 25a.91 / . •358.27 \.\ • 257.56 •258.02
----- (/Hf` \ \ /) l i i Il / /; s EIP
" \\\ o
\ • zsa.4o u&@ \ • zs7.n `
W' �i B ING B-JV' `�` \\ \ \ 1 / / I / /CBORING P-f4 \ (•BORING OP-14 I \ \ / v
\\\ \\\\`\ s� \ J .P/ / 24' / \\ `\, \\ i je
1 20. \\ • zszs6-257,66
PIN: 494450001148 \\ \\ \\ \\ \ \\ \\ /� i / i % /'/ �NE \\ 'R\ �Y / PIN 24' \ ,258.76-258.89 \\ @BMNGP-25.25z65 © .z6u. \
/ / / / / / _ \ (Y , LINE \ BORING 8.9 3 p - 2�3 \ l I \ " 260.78
N/F `\ \ \� \ \'' / / / / / 1 1 • zse ea • zsa a3 \ • zs7.7e @BaIENc o@5A8o I
/' ; \ \ o , ` • / / 1 \__-/ PINE I \ •257.82 1 l 5
/ / / / / }p• Sq `µHnryG-1�O12a' � I I .257.39 \ T /
SAMUEL L. HENDRIZ, JR. / / / / 1 I / ! / I 58.88 \ \ O
\ `� o BORING RP-4 / , PINE . / 1
D.B. 382-754 \\ \\ \ 1 \ / /i �/i / S `. / f I 1 / / t 1 •258,zs
\ \ 1 1 ' / b° .' ��. ?�J @ BORING PL12 / 1 (BORING P-22 P-32 \ \ L
� ! / � I / / ) � \ 239.78 18• • 257.65 •257.52 BORING op -la 0• a57,76 1 \ �
\ \ t , / / / / /. \ `` / I / 1 / • \ • 259.40 \
MONUMENT "5W4 A" \� \7 1 \ \ ' @ / / /i / / ' f @ eoT6KG P-li �. •257.85 1 •260.
\ 1 �/ / / / \ \ ( I I • 258.54 \ 1 1 • 71i0.54
�� \ \ / / / / / / 24 / / / ' ORING P-21-258.78 I ) /
GRID N:461378.937 � \ \ \ \ + / / / / // / / � NON -JURISDICTIONAL PNEJ / •258.67 \ •2sz73 •zsass 1
•250.68 + 257.76
GRID E:1943376.688 1 � 11 t \\ a ' i � /;/w=/ i f/ �„'� � \W€TLANDS'} � � 1e' ' ; i � \`•/
BORING P-33 LATITUDE: 35'01'03.268" ,1'\ 1 � t � \ \ + ; / � / / � �.� \� � rv'�
/ / /� I 19• / / / • x58.85 - I \ . 280.z7 /
LONGITUDE:-79'11'20.83� 111\ \I I Y 1 \ \yam' PINE ! / •(O Nr 7 90 `�^' `\ -257.74 @BORING OP-17 •�579T I BORING OP-JO \ /
! 1 \ \\ I 1 \ / / / / / ' / o`' z*4 1 I I I 1 I r I 1 P-20 .25B.89 \ - 257.69 •259.78
/ \\\ \\ I I I (•+ 1 /�80/R9pAC�L�'R�/ zy e I ! I I 1 . 238.80
• )\\\\l I I 1 - * '/W / \ I 1 i 1 , / i/ •258.a2 // --_- \\ •258.8a .zSe.oR.\ ,zsz6a ,2511,86
DILAPIDATED BARN • �•54 / /
zo I 1 I /" 8gwNq P-b / ) ) I / \ / • zsa4o /
OAK \ I / / / I / 1 ` @BORING P-30 / \ \2 / �RNG OP-27 i 1 /
,rAAP p / / 7 / / / / Y • 258,83
/ \\ \ / / L------
/%.. -� 5 1 @BORING P-29
' /EIP 1 2" // / / / I j I / / / / �g. / / / I / N P-40, -258.32 \ i`
IE=23 .32' p \ ),//'4 /_ / / // Hldf 24' I \ •237.89 / / \-z59.61 /
/' SOLID / / / <4 %%//%(/ MAPLE / ' / / / / / ` • z57.84 /
S\ J � t \ // � /moo, _ / / / / �! ' / / / / / • zs6.4a \ `� / (PORING OP-31
\ < a .36' CMP OUTLET/ ♦ � -. / i / / / // 1" 2y i """/// / / w � / //� / 1 ^t__ / /
A� \ �Nq;' / / / / • I41G P/•I8/ (/. // / / I J / 10' DIRT ROAD = 25D.21 ,- • z58.I6 • z�.ea • 2s9s4
\ TRUCTUREi' / �� �- Q� /' / // / /
'TOP=244.78' SYCAMORE 6 / / / _� � 249- 258.07 ,
`\�\r?p�i^� / za / / S.�h i •asae7 1 \\ PIN: 494460001129 4�n
y/ i ii / i A5i /�.� / // / / / / / 4) b 1 �J / / / / / / / / "• @BORING P-41 / m
G gO✓ / . �� �`- / .' A5i 20• /A, ry n 1 / / / / / / ' @BORING P-28 !" zS� N/F
ate' I / / / ' / / / i / v WELL / \ `\ N `. COLIN E. CAMERON •258.29 OP-za W
//' A3/ // / y 1 @ /� / / / ! / I `�^\ Z-HOUSEs
\ (•BORNGP-3a TAN P. CAMERON /r • •259.34 // Z
/ / / / � / tNE B O7RP�• i ,gyp/ / / I 1 3L \ 259.06' '7 ! �b / / / / /i J6RING P- j' PECAN1 0• NG P-m `\ (�`_-_ -T5B88 :h /�//24' �1 SYCAMOR "C \ • 259.36 -� 250.p� / �OPoNG OP-2a •259.34 T
\ "'%% '�►%-' ♦ �_ i / r I h' / / / / / / / \,,SCAN \\ ,�\ gV i. \\ �.9� \ •25a.92 X
0AX / / / / i / / p ^i I ( �s ` •25a.a2
/ I / / / / /
__..'b\�(' ��'J -259.57 •23a.o19
�E,/� PECAN • P s7 h / \\ ��� 1 / �/-259.36
/ `� .\,{I \�f/ / / / / / / J N/ P / I ( I ) 30• 1 ta• 29• ' / \ \ / / / • 25916 • z59.0 "qr I
(E=238.23' / / t�� 87.19' _�/ /! 4 / / / / 91 -z� f I ( / \ / \ / �_� ,c
I / N IRO y \ N 8T56'4L E - /----- - / / / / / ' / J / o' ( AN P PE AN i �� /
/ 1// / / / ! NE '/ \ •2sa.86�� . •zsa.To \I-32 LII�/N,�, / F / / / / ' ' ' \ \ HOUSE < \
! i 7 r-/' \\ \\ r '236� /PoPIaR / / ; / / ., 1B, { ,' /• 1 I l ` WX 360 P d HEIGHT- 23.7't v \�-ijj��[[�1°O. z zs O
'/ J �1 �OPoNG RPft 1 1 1 ` \ \ \/""%i''p 2'S FF: 261.59 * . OBORNC ti�a-� _ \+ �_ .259.21 / /
/ / 18" / / •VI S _ 9`^-259.20 / if
777888"' PNE / ?5 •259.26
1 i I II ( 1.�� \ �� ��•i% I �rl �• i / / / . / \ \ pPEECAR/' is" i �� \ BOPoNO OP-29 / C _
1 I I 01+ POPLAR/ / / PINE / \\•/ / \ / / �' �� 025925
I ' 20• ! / / 1 ' / / / / / i ) �. 1 \ 1 �r PECAN 1a• \ `
`wHscolRr\\ (� % % / / / , / // NINE V IP1NEt1 1
I W.
Aar.\i'Fil� 1� \ 11
ANGLE 1�BORING
FOUND IRON\ +I c' \ I 1h / f /� 1 /! j 1 i I SINE
pm I
\ ((may �,( t
�\ L �ly /l O'7•/ORINRP-la
WETLANDS `1 t /+11oLORr �./ ///\1)"TT) �I�-16 j ; /// j PIN: 494450001011
32F810 SO F 1 _ - 1FNo / f / / / I 1 I N� 1
' Ir / ! / / i i 1 I I I ! l WILLIAM J. MCNEILL �E
it /� / / / / I 1 /
0.753 ACRES - y�• / % ry ///,/ ; PINE ®' j/ ( r' a. 85-6600\\
P-
rY. / PINE /\ i I i i i FREW 8.905 ACRES \l
PIN: 494450001148/
( �' / RPJ04 ® w\ 1 I I 1 owm RP-191 I
SAMUEL L.NHENDRIZ, JR. ~` /'� 't �/ \ 1j f \\ (� 10' DIR
D.B. 382-754,�
OhRIN. RP-1�\ \\24" PINE] 1
/ �V � i
GRID N 457601 515 I I / / I / ' \ \ PINE
m @BORINd1bP-2o / \ •zse6z NAIL IN SIGNAL POLE > •zs7.96 u7
PECAN pEC�Ft Itr / •aszal 10' DIRT ROAD (---�q56
/ `.� _ ------ 2� / ------ _ ELEV: 257.99' 1 •256�,,- , IRON
�I� ----- _ •zs9.29 __� _�' `% FOUND
6•ffi6 �" % i/ _ --_- - �`\ ORING t�-26 ��\� ��\ l�_�- •258.68 ��'� �-•-27 • 22--,---'� 9=p5
PECAN / ii -256.81 \ `�-259-_-----_-• \- �"'� =56. Y 2:'. 25 f- -� .._•-.
21
3�y y0/ ^`\ \` _✓ '�-JL'•_- �NG R- 259.3� i'259.17 _ �Z59.29--
PECAN - 1573.5, �__ `___-_�____ !`-z3a96' 252.00 .-.- - --
`` 10' DIRT ROAD` zs6.31--i90�NG OP-23 \�251\96 " -25B 50 3"%• _ ,�-}4 259.02.9�12 25�1ff- _-
\,--�'' •257.79 i/� ��-^ ® �.. EIP 5/8 \\•257 5 %8-.7v _ �2562tr�-"�156•t5�___�-@ IG R-5 .93 .31 -� 259.
/ Tp WRING P- REBAR $� 78 `
FL7M --- 85 25g.87 25904- -'ems•' _��'
p / BOPo aP-21 TOP FIRE HYDRANT IE-255.37 '�? WRONG -__297 �46638=== ='S6.7 �016NG R zS9�1 'Z 9�22 ____-`'_- Llama- -=
•zs7.10 ^% • 2 ELEV. 258.32' NIP 5/8" ADO NOT _-25615__-- `z56AF''`O -N gs z __2sal -` -te r- l _� 259.6� 2
•2-�.15 REBAR _ _ 1 _
1 zS7--<<�' z`= '=259- -ST- -2_�'� 25948 _^
/ TOP-25641' _��_ ��-a2,' Q8�tW6R=1� 23863 258.95-��6.70_ _��25078� i2T�6. _�:2F _:. _` -g.6
_ _- _ _ 5 - 25&95' �15i•2i _ _ `. ••- 25 3 �259 a'S`
/ FULL OF DEBRI _ _ 25e•a •� _ _�
. - J*V=NCG R-- °,�g3Y 256-' �"' 89 _.-.-�.7.�� _ __ _�.yiiA3" �.-�`- 2gg.29 _+' 259.70 -` ,�- _-
\_ 258.82 258._ - -
• 258.30 \ �'2- 259:Q� 58.09 �-- �-- -
\\? •(BORING OP-35 / 1 TPEDO� _ 2561_ �* 56 r'258.e9 �8,78�-•'�.++°•'�'_r __- _ 2 --� 259.50
IE=254.68 INTERSECTION 25�.37 CBDI -
.256.56 \ SIGN ��_ �_ 2gg,61 TOP=255.46'.. 2 .25 _ 5Fb1.92- - y5B:69 _.24-„259`•_ .--•�259.22
79 6 3q p CIE=252.91'
IE-254.20 _ �s 25i r`�` Ir ___ --257 �y 259.15258^ ��256 ice'
GRID E•1947252.932 I 1 ( /' " / / / i 1 \ \ t� H ® I TREE] LINE OgF __/ -� $564z DINE wnr SIGN _ _cK3PP HEIGHT: 827'f fin'1� tot_-__r
LATITUDE: 35'00'25.973 I I f / -% / (EL�ORNG RP=L7 \ l I BORING OP- I ��. N 956• 2`+ 5' M -�5 _ + 97 _ -- _ �a6 255 257. HIGH WIFE: 81.7't '7J
LONGITUDE:-79`10'34.150" I ' Q% 52 « - _-� - I -
/ I ' I 1 I@ t ,�• olvroE�O� !M�/ .: >-.,: _.�'ge o1 SIGNALIZED - 36 LOW WIRE: 32.8'f
\ \ I i 1 1 1 1 S •%a 258. 1 2�•
! P� PDT® a 24 �L�•W, 1 I ! _ - - 25+'� ' -4 2 - 258. ` -, - -i___ �zSI --�2F/6.6 INTERSECTION twe �-258.83 _�ypJL � -=__=zs6s1 256z5i
1 4� IE=249.0T�
CBDI I / IPINE+WIAY7` I '_� �. �i / -: 257. _ -- - 256-�•'�gT.lt/•� 2� +..�ROAO SIG 158^•'T-" -25T '
TOP=246.35' 1 i 1 V, /TTTT .-253' i- i g6.73�! _,-..-- UNE '_ - ��" = -_ - 6x OE
/) / �" / /r -25 -- _ice i••" I~� ✓ - NUBT T1RN µ` -'' 8' 69 1 SIGN WAY \1 25 -258- �5 yg..- Y_ _ r I I
_ )/ / I 22' ( / PINE I _ -258-- _-257' 25 258' I -256'-
IE 242.95' / 1 - _ i2s''� S9 _-_____ - SIGN - ^�' l _
/ / I El /2'I 3y PINE ( i HWY .1
EAST
REB OAK / 21Y I ^90N�i''/ �254-^j,,S�E•'�•*4�..--'"'- 257.69 5 25aA2 SAG: 23.3't
24' PINE �'� .yqt^^-i` 2 'CBDI / ,,,.. -^-• 255. __ " gqgg��pQ8T� i+"" �` 257118 t� ..i --•_ ff / !T� \
PINE - " _._..�i / 4 TOP-251.04' 255,36 ...._� :354.�3--�� R65'89'^ 257.89�� gg&ia� -' ' � _ _J �•_' / OE ..- MIDDLE SCHOOL
HEADWALL / I m I I 1 PI Si ---- 3rP® LxWT `-- % _WIT WAY -
/�•^^�• 253- 3 ��al IE=248.49'• 55 MPH �Z53.387.28_�• 257 -� 2y8.07 .�- �2553L' / / �. PLANTER SIGN HEIGHT. &9't
X?6 J Is4•-2_----- s'' - r - RLF CBDI
1
1
40 P-43
IE=233.60 \ I/ J ) i- A 1.'S ,' 251.90 __--
ry / _
252. 253.20 ---ONE WAY--
SIGN`251.9�?SS DF7 LANE
����_ •" �• 95' 1.02 ---' -' Sd MH'-__=- _ILEFT�N_ 25Y- ii'2'
____TOP=253.07' '
� 'Ti - ¢49 ' 250•az - 74SSMH _ __�sD--2""4�'IE IN=247.17' �7� TvT•• / RIG
• 4 w 4t> IE IN=246.92'-`' al rOCMKR TOP=243.98' �2'-_�'_IE OUT=246.82'
249.21-_"244.5W -- _ fl WIRE: 3 2t AE IN=237.83' ';Aik= - 1 . N
LOW WIRE: 33. 't IE IN=235.93' ^ �` zsJ " 794'g1
2A9 zT _ _2ae- / IE=247.01' •'.RTF' '
- 97 �_-)/ 248,99 _ _-'f,49.98��'- IE OUT-235.6 25�64
,E67i-247�- ��247.O i_-248 i A3 yam' _-~ y5 • 9` °,
-CA y.p' . = 51,53 -rise 2.1z 253 �OEP
-i PIT r73 ^ /yip w
'--"24934-.---2SO.T6__---
e0 "'•'ate'" __ =2e_a _ _�OCMK �^ 1 w
2 249.
-T �-246-j/-
TIRE
F� /n, OCMKR /
7 of IE=231.33'
�//�; IE 3a.4r ry q/� POND
MONUMENT "HOK 7"
GRID N: 452572.033 GRID
' = E:1945115.559
j I LA11TUDE:34'59'36.184"
/ 1 E=239.67' LONGITUDE:-7910'59.73°
BOX (5)
Q j ' -GENERATOR
TOP=244.76,
ELEC PIT
SS \�� r SPIGOT VALVE
VAULT
SDMH \\\\"
TOP=248.62' ffi
BOTTOM=232.62'
PVO I 1-UCMKR­l NO
PAI
IP- RAP
SSMH
TOP=254.08' J
IE IN=245.53'
IE OUT=245.43
tz 5 25 .• n4g'2;_� 6 y 25 7.T9 "` `` 25� - � / TOP-255.04'
- +•R56v2 ✓�.Yvv��-��TT 257 24 57_e3 � ' 4 -` � � \ IGNAL IE IN=252.44'
_ noH�Sr G6 - ^-- --R � __25 -\
D m I BOX CBDI IE OUT=252.34'
__
9ON -- 564 2.6a '-- s'� �s _\\-TOP-254.11'
IE IN=249.06'
3---------=D7Z5 \ IE OUT=248.96'
.6SIGNAL PIT- _ -= - -- 24in° _`^`
DDONO T
TER
\ I I
\ 1 I
_�
E
FOCMKR J
PP HEIGHT:
83.4'i
,SS
HIGH WIRE:
82,3't
� WUMIr
SS
SAG: 25.9't
LOW WIRE:
32.7't
TPED
SSMH
-FOCMKR
CBDI
TOP•-255.43'
IE=246.88'
\ 11 1
TOP=252.89'
1 1
IE IN=247.19'
IE OUT=247.04'
\ d 1a l
1 N
FAYETTEVILLE ROAD
(H WY 401) -J
VARIABLE WIDTH RIGHT-OF-WAY
SPEED LIMIT 55 MPH
ASPHALT IN GOOD CONDITION
CLUB POND DRIVE
60' RIGHT-OF-WAY
SPEED LIMIT 35 MPH
ASPHALT IN GOOD CONDITION
Gai
f'1h
I
I
�•' J
1
tA
T••J $F . 3
�k,
i' .i
f(
lot
I
MATCHLINE C
U
HOKE
SCHOOL
UNE TABLE
.
UNE
LENGTH
BEARING
L1
7.80'
S
' '03"
W
L2
.33'
6'
W
L3
17.79'
S
58'16'58"
W
L4
31.06'
S
1 -26'06"
W
L5
0'
S
4 '04"
W
L6
59.76f
S
'40"
E
L7
.66'
S
1"
W
L8
1 5'
S
'S"W
L9
,62'
S
'03'
W
LID
6'
S
'11"
E
L11
.54'
N
38' '
L12
3 . 7'
N
08*49*21r
E
L13
42'
N
"
E
L14
13 48'
N
27'39'51"
E
L15
43.99'
S
50'111
W
L16
10.45'
N
71032'27"
E
L17 136.
3'
63'32'2 0
E
y�
f' SITE
401
mQ
3
VICINITY MAP (NOT TO SCALE)
SURVEYOR'S NOTES:
1.) ZONING PROVIDED BY THE APPROPRIATE
GOVERNMENTAL AGENCY. TO BE USED FOR INFORMATIONAL
PURPOSES ONLY.
2.) SQUARE FOOTAGE AND DIMENSIONS OF STRUCTURE(S)
ARE FOR INFORMATIONAL PURPOSES ONLY, NOT FOR LEASE
OR SALE PURPOSES.
3.) HEIGHT AND DIMENSIONS OF OVERHEAD ELECTRIC LINES
ESTABLISHED BY TRIANGULATION METHODS USING
ELECTRONIC SURVEYING EQUIPMENT. ALL HEIGHTS AND
DIMENSIONS SHOULD BE VERIFIED BY CONTRACTOR OR
LOCAL ELECTRIC COMPANY BEFORE CONSTRUCTION BEGINS.
4.) 1 HEREBY CERTIFY THAT THE RATIO OF PRECISION OF
THE FIELD SURVEY IS 1:10000 AS MOWN HEREON AND
THAT THE AREA WAS DETERMINED BY DMD METHOD.
5.) THIS PLAT HAS BEEN PREPARED WITHOUT THE BENEFIT
OF A TITLE REPORT AND DOES NOT NECESSARILY INDICATE
ALL ENCUMBRANCES ON THE PROPERTY.
6.) THE UNDERGROUND UTILITIES SHOWN HEREON WERE
TAKEN FROM PLANS PROVIDED BY THE UTILITY COMPANIES
AND HAVE NOT BEEN FIELD MARKED BY LOCATOR
SERVICES NOR FIELD VERIFIED BY THE SURVEYOR OTHER
THAN VISUAL APPARATUS SUCH AS VALVES AND METERS.
CONTRACTOR SHALL CALL LOCATOR SERVICE FOR
VERIFICATION PRIOR TO ANY CONSTRUCTION OR
EXCAVATION.
7.) NO MILE MARKER FOUND WITHIN A REASONABLE
DISTANCE.
8.) THIS PROPERTY IS MADE UP OFF MULTIPLE TRACTS
WITH NO GAPS OR GORES BETWEEN PROPERTY LINES.
FLOOD INFORMATION -
SUBJECT PROPERTY IS NOT
LOCATED INA DESIGNATED
FLOOD HAZARD AREA.
FIRM PANEL # 9445
EFFECTIVE DATE: OCT. 17, 2006
MAP �, 3710944500J
BASIS OF BEARINGS AND
ELEVATIONS
BASIS OF BEARINGS AND ELEVATIONS BASED UPON
GPS OBSERVATION OF NGC MONUMENTS
"HOK 5" "HOK 047" & "5W4 A"
ALL BEARINGS AND DISTANCES ARE N.C. GRID
BITE ADDFE891
4555 FAYETTEVLLE ROAD
RAERM, NC 28378
ZONING INFORMATOIN:
ZONED: RA-20
RESIDENTIAL - AGRICULTURAL DISTRICT
SETBACKS:
FRONT:
FROM U.S- OR N.C. NUMBER HWY' 50'
FROM LOCAL OR S.R.: 30'
SIDE:
ANY ONE SIDE: 10'
TOTAL FOR BOTH SIDES: 30-
ON CORNER LOTS BY STREET: 25'
REAR YARD: 35'
MAXIMUM BUILDING HEIGHT: 35'
NOT FOR RECORDATION
SURVEYORS • ENGINEERS
FREELAND & ASSOCIATES, INC.
323 WEST STONE AVE.
GREENVILLE S.C. 29609
TEL. [phone] FAX: [phone]
EMAIL: jfreeland®worldnet.att.net
DRAWN: ASH PARTY CHIEF: KR CHECKED:
JCC
REF. PLAT BOOK: SHOWN HEREON
REF. DEED BOOK: SHOWN HEREON
TAX MAP : SHOWN HEREON
DATE OF SURVEY.- AUGUST 13, 2007
DATE DRAWN: AUGUST 20, 2007
DRAWING NO: 60000
DATE OF LAST REVISION: ,RAY 31, 2008
0' 60' 120'
180'
SCALE: 1' = 60'
PLS• JAMES R. FREELAND
\ N0:
0.
..,.1k:. \ -
STATE OF NORTH CAROLINA
HOKE COUNTY
CITY OF RAEFORD
McLAUGHLIN TOWNSHIP
TOPOGRAPHIC
SURVEY FOR
WRS OF RAEFORD, LLC

i I .... .. �, ,... " " .1 , — i �. .� MMMMMEOMMMME�IM
i , " , � �.., ,11' I .., I I �
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. " I_ ,�,­ : ..... � l .111::1., 1 ;, ,:;i , I;:� -1. i �i, "..) I - � I . I 000 l' END 6- TALL
. f , I ", 11. - ,,� "i . I loo, .-Oloo"Ooo
A. I , I_ 1 , (_ ) . I WOODEN FENCE
1 ... �l ,... I , I oloo 000 .-Olo-00"O'
�
". WA10 TANK & PUMP
1. I.
: h,- \ l000looll000llo "' "'
,: 11 r TO BE PROVM BY M312WE SITE PLAN NOTES.
..�Cl� ,;,�', .. - - - - - - WAL-MARrS CONTRACTOR fj j 47V _� %
I . k � REFER TO ARCH. PLANS lool , 'o-o-o-ollo _� . 1. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL HOKE COUNTY REGULATIONS AND
12W. EINLE & PALLET _� __� I ­ill,� , CODES AND O.S.H.A. STANDARDS.
F!E N( AREA . olo, ,:�-,,,,,LDjHG SEA '11 l � : ,,:::; l
To CIFUENCILS.1.11EFER lool, ....-Ol000" _�35 BUFFERM)' , :', 1 ": 2. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND
ARCH.. FOR , _� I.'. , .
SCREENIRG. 97E CONTRACTOFT _­­1 3B. , . __� 1 %.�il I DIMENSIONS OF VESTIBULES, SLOPE PAVING, SIDEWALKS, EXIT PORCHES, TRUCK DOCKS,
TO PROVIDE PAD. BUILDING . .. . I I
CON' ..... I I 11 PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTIUTY ENTRANCE LOCATIONS.
SCREEN WALL .... .. i --F
TRACTOR 70 PROVIDE , I 8 r— � I . 1� 3. ALL DISTURBED AREAS ARE TO RECEIVE FOUR INCHES OF TOPSOIL, SEED, MULCH AND
aoo� .... 6 =.,O......o.. `I I i I 1, WATER UNTIL A HEALTHY STAND OF GRASS IS ESTABLISHED.
11
I
I" I loo, -0 I Ila 0 % I 1 4. ALL ISLANDS WITH CURB & GUTTER SHALL BE LANDSCAPED. THOSE ISLANDS ARE TO
% I - I HAVE 18" CURB & GUTTER. ALL REMAINING ISLANDS ARE TO BE STRIPED AS SHOWN.
­1 .
:__,� .1
�
. mq r 6 ". 649.48 .00loolo- ' ,,t 5. ALL CURBED RADII ARE TO BE 5' UNLESS OTHERWISE NOTED. STRIPED RADII
.1, -4e E ..., lool 19'. .;I . SP � � �
It N 53,112 ;;00000looloo M`6­10_SETBXC . r . I r,i, . �k �1. � ARE TO BE 5'.
11, I 000 _�_., FFIK/-­ . ,..
­. - elo-o"Oloolloo VIP &BU T - 1, .. � I , :1 .r..., 6. ALL DIMENSIONS AND RADII ARE TO THE EDGE OF PAVEMENT UNLESS OTHERWISE NOTED.
- . Cv- \& ty,:,,r ,, 7. EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE ABANDONED, REMOVED
F."'l-lo, � � \ -1.
T. I I . I iOR RELOCATED AS NEC2`11-14 T ... lFoo 35' MOUNTABLE CURB 1: .11 I I ,. 1" . 11 11 , ; . , I .1 � v I Ii! li ESSARY. ALL COST SHALL BE INCLUDED IN BASE BID.
.. " ..... ­11.1 I ­'� � 17 �:..... _:� ; i,,
I 1-11-1 . ...... r 1: ,,, -I- __ . ��_ TRANSITION T � . .. � . r , . I . .11. I I ,;,�, 1, 8. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCAIION'S, INCLUDING BUT NOT
., = ;-11� 29 Typ_� I "I , I ", ', , I � ,l I I I I
I . 1. " , , : *1 !,. �� .;,.. I I o , . � 11 I
........ . ,�::, I" . 0 ,� . �' � :: .�� L , ,. .. , Ll'! 9 I . I
SIGNS TRAFFIC SIGNALS &POLES ETC. AS
r. __� . 1�� "I "I . ,.1 I �. , .. ! ! ' � ,�:: INSTALL TEMPORARY ' AUTHORITIES . 1. '.. � , . .: I . .� . I, 1� ,r I 13ARRMAM SEE REQUIRED. ALL WORK SHALL BE IN GOVERNING
. Ir
I .
,lc. , �-. '' "I'l 'I., I 'N.... ", I . l", I" 1i : BV_,HSS " i " I , ''! I , . I ,�� Q �� I , 11 r r �Ji. SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN
1 l j , 'L T NCDOT SM. 1145.01
1 l . . . . . ,� I �
11 . . . . . , , I ,
,
, !:,, ...... . 1� .1 I .
, , , 4� � BASE BID.
. . ,
.1. I : .- ,� , , ICON I' I .,r I : ,,,�
I ,.:lt _._,��_ I WIT STY 11 I 'A.
I , . : .": �,, ,,:" , � ,, ", �� :, . . I ­ � \� � � . l I . , . I 'PAVEMENT, . 9. TOTAL LAND AREA IS 38.908± ACRES.
I � .l 11 DU , �A
I li, 1 _:�_. ===!�: I@ ,
.1 Ty , ' r r ,1
i -- "G CON= I 1 H I � ,r " , 10. THE SITE WORK FOR THIS PROJECT SHALL MEET OR EXCEED "THE SITE WORK
.1 I ,. , :4VANill I I ,. .
, ;'' ;'L,:: �;�� r "" , , , .1
I , ,
- .: �
� , 11.1
!!, ': l . I., :­. L, - -1 . ., I r I �=� ll . I I I I I S� I ­', SPECIFICATIONS".
. ,.'IN I .
, r: .. , 1, P. , , , I I, � " I - . ,; / :1 L. I V ,
I.., . L, . _' I �11 r -h :
1-1 , !:1 I . -4l WIDE CHAIN-UNK G .CONCRETE I I ,: "r . .: 0 , ,! IF :. "I. :. v I �, 11. THE SHOPPING CENTER MONUMENT SIGN SHALL BE COMPLETED BY DEVELOPER'S SIGN
, I � � . I ;l ;­' 1 2 ,,r,::,, ,: ...... .. :, I = ��F t ,, - ,." ,: . I Em �t� I
1 . , WITH BLACK VINYL COATI : ,1 , - I CONTRACTOR.
, I SEE DETAIL SHEETS. I , ,:, '', ,, ''./,. ,",'., � r" 4- .� " . ,i� ,
: " : , , , 11 I- ' -I! , L "_ I z - z 0 12. REFER TO THIS SET FOR SITE LIGHTING ELECTRICAL PLAN.
I , ,,., ,r. ',,,':
r." I , , r t i:!:� � , ...."!': Woot . 1 ,
. . 1 .11 , ,�,,,r ,,., -1 I W41i I. ", I .i".'. I ,,, ,,,r:,, � 0 13. ALL BOUNDARY AND TOPOGRAPHICAL INFORMATION SHOWN WAS TAKEN FROM A SURVEY
1.
6' TALL BLACK I ' � ' , , . %
.: . ,. ""
BEGIN GUIDERAII " : 1: : :,,,,, �., " "". :�,r . :- BY FREELAND & ASSOCIATES, INC. DATED 7/31/08
VINYL COATED I l , :. �� , " ". I " "" " ..,:, ., � r I . I , " 1 , ,
CHAIN -LINK FENCE I ''. I . ':r , ,, '. :,,< _,..,:,.��,.r �, �:" I 0 ., - , ,`� �� 14. THIS PROPERTY DOES NOT UE IN A 100-YEAR FLOODPLAIN OR IN AN IDENTIFIED "FLOOD
',:�:./ I '. , 1:11,111111, �'i �
,4 .. I ', G
. � , �4,4,�"�,::,
-
" ,�. "t " .�/. 1. � " ''. I I I I z EXCESS PROPERTY I DEFINED PURSUANT TO THE FLOOD DISASTER PROTECTION ACT OF
�A & I " "I , . . ;��`*' 9 � 0 1973, AS AMENDED, AS REFLECTED BY FLOOD INSURANCE RATE. MAP PANEL
I ,, r "I"," I :::�:,`g��*' -, 1;�. .
,�,,r, .,, �:,r':',,, .. * , 3.974± AC.
. *,.r ��",: , I I ,. 1: . : � T. I I I
,. � #10117CO16 , DATED JULY 4. 1989,
� I ,. � "I, [ 11 , ,, � t
I , . , I
L 1:1 __@ :1 I �11: 11.1 I " "' G 15. THE CURRENT ZONING OF ALL PROPERTY SHOWN FOR DEVELOPMENT IS *HCO HIGHWAY
, ,r,,' ,,, ,* I♦ . �
! � I ,. .. ., '�, , ,, "*:. 12, D 11 �y l , COMMERCIAL. ADJACENT PROPERTY ZONED AS SHOWN.
. , L " 01% 1� , /:/.,", I" " .:",
, � 7 Walmatt.'ll 0 , , , I .1`1­1 16. REFER TO CONCRETE PAVEMENT JOINTING DETAIL THIS SET.
. , :: �A � - �!
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SUPE.R,GENTER *907-03 A I .1 I � 1111 � %, C.'el ',I I.. 'i
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�
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. b-14446GR-No I ".. 1 : I ..,:,I:,
I 'i ". ". "I REFER
. . '11-1
I RETENTIO '' &I � I 11 � � I I T . . %
. , . , I � �,�'� IMPROIt MENT PLANS :1 i, I' , - r
t I'll I ' I. , 1, , I " I I � ,: ��,� , ,�'Q �(� it � � ��.�`. ,� �A� THIS SET 10' X IDDY CONCRETE DUMPSTER ,,�;
� POND *2 . , .'' �,,� 8- F! "(APPROX.) , : .. . 1, , PAD TO BE ENCLOSED ON 3 SIDES I.''.
. . .
11: " EOCN 151`384!',� TEECTURAL PLANS FOR EXACT I �, " I : , : 11 ": , I ," ', I I 1190 � WITH B' TALL FENCE
' " - r ,r
� ` " " _�GREASE INTERCEPTOR Wi AN'j 0 SLOPED PAYING, , ," , . , " -.11 I .. ,� ­­­ ...
I ' A I! W. S D .:' Cl , : :,::,,�, R r 8 ... , ­ ;,?,:,
, ..
,
.
, .b�. ' UTY ENTRANCE LOCATIONS. i ,V lool I r
6
. - REFER TO ARCH/MEP EAT PORCHES; K, l W SE BUILDING .I I ,1: " .�',.!!
" . �.:, " 00, r I TYPE F A .::
I , , PLANS DIMENSIONS AN WHO � ,, -
I .
_v ,� : �'� , . � 8 ool, , , 'j 11,I ;��,
,
7- � I , . .
, ..rr �� .. . PROVIDED, BY WDIT, & GdIkr ARCH. ON 10/17/08 I i j � : , �t I: � F. I 1+ 1 ......-ol-W000 .;;:,;� 11
, :.".., ,11 "I, , 11 0 .
� I J, k I I I .. ., I � Itil I oloo I ..
­11 I "I ; ENVIRONMENTAL I , , ::�'� � .E 000 11, I., I 111.1;F'.., , . :� V.1" ,
I �.,�:'t � ! �;, FM79tl .00 C CAGE AND ;L,: I G , �r . I W. I :1; i I
.1 .1 l 0 BOUARDI PROTECTION. 'r 1 '. ... W , a& . ', �L�r
, �!:,l:, 1 ... f : :1 . , ". � .; 1-1 I— �Qa
* L REFER TO ARCH PLANS i, I . / I , 'ag,r, - ITT _H 11o, I y'r . l' '�. i ',�; .... ...
. I ... L : 'I., . I R, 1:
I L. .. ID , j-
. L­ I 000 . .,R,'W��. "r, I ,:.": ".2 " 4 !,:; !. ,': "
:;. , , r"" :::� ""', �",::-:�:�:�, � ,i ii � �4 r �71 , I I , ....-Ol0000" , ' ,,' : .:: ,., , .l, , ,*. , , , , I , r . , , r' '. it:; , ,, . . _,
­­ 11 ,in'' 1.�!::]� cv M lool, ,,r, , I _..�. , _ , , , I Approve,cl storrnwL,ie! Perr0it Documents
I I , I . � , :: , !0::::::: I .1 " � , I Con,trurdion n accordan, e with these documents is
I r I I I , , , t, 1 ,:, r:,, : ,:,:",� ,,:, r'.. v I �J, 1::1 "Y'.
" . , " . . * , � �,:,�:�:,::, :�:--::,:,�� ... - I required by the,srcrrnwa;_, rl,rmit
.. - . I �, ,.:: I r �!��:,�:,::,::",:: I "I I . ! , . 1. , . , , r�. , I,/ , ", " " 11.1. , - North Carolina
, li , " , :, :. " .9 rules require that
I � � . � iowp _MTTY1 I I I � rrrr " , ' 1�,, ' ": .,�:.� , . , ,�.",:., ". '' if's Sic" Avalef SYStem designer
t ;lia 11 � I "'11":1111:1 i . * � , "'�' ' --r "� � " . : ,:,.:: , ::�'��-�:� ��'", � " " , , ;11:111''.1'.., Inspect duringconstrucir,i Cerlify cont,­,rimity will,,
� . .11 , '.1vil "I., 1, ,�, I 1, , - 1 )41 �:;;' I . ,. 114 ,,I[,r. the
� , I"- �'. i � " ',"",,", , plans dridstre-cs: and �e� �,,O,Mrjjad,
'i , I I ,. "'';! I _ o with the
� -49 4 i i: ­"��::' L'i" "t.) i Ar 1-, Inspect
�::Il::; i",
j ;",I , ,- i & I ' """" LPROPOSED SIDEWALK , 77iv I I ; .. " " ::��l stormwalerruces- (15AN�mp­ ,�� 111y;q"i))
1111:111:-11 * , �" � L 1.1 �,
.. . , i�, j,�L,,:; "I 'I'M. G BY BUILDING CONTRACTOR a r , �,� i � I 1, � � .r' :' �.r " "' *' 4 r. j,", t�. :'O"I - Permit# 5"e;iv163 �,_,t,�
, � , _ 1. , - PROPOSED SIDEWALK RAISED PLANTER I , 11 I I ; � ,,, lLv�-Cr
,�: ll , - REFER TO ARCH DIMS ""., I �:� l P-q PROPOSED SIO&ALK I by _P_
, 1 . ; ;7 iN I F I k_P __ , rV, • , )"I,rj� " , i if %IV, , t
� L ""," �� J` $ � BY BUILDING CONTRACTOR REFER TO ARCH PLANS S II101 ARCM � � / . . ... . I.;.- .", lllr �
11, "�i-,-j FOR TO ARCH PLW ,, 1 I i , 1, Shoot!! cf- - 1-- i�_v,,i,w r),,h, 17-fi!44 �, I A / , I I" 11 .......... , .
. I 0 it IT � III ... r � -
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11 I
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LOCATION MAP
NOT TO SCALE
I
OVERALL
SITE ANALYSIS
WAL—MART
151.,384
S.F.
SHOPS
40,400
S.F.
TOTAL
191,784
S.F.
TOTAL PARKING
937 SPACES
RATIO
4.88/1,,000
S.F.
WAL—MART SITE ANALYSIS
WAL—MART
151,384
S.F.
TOTAL PARKING
733 SPACES
RATIO
4.84/1,000
S.F.
SHOPS SITE
ANALYSIS
SHOPS 40y400
S.F.
TOTAL PARKING
204 SPACES
RATIO
5.0511,000
S.F.
SITE AREA
ANALYSIS
WAL—MART
20.920 ±
AC.
SHOPS
6.283 ±
AC.
OUTLOT 1
1.383 ±
AC.
OUTLOT 2
1.080 ±
AC.
OUTLOT 3
1.370 ±
AC.
OUTLOT 4
1.770 ±
AC.
EXCESS PROPERTY
3.974 ±
AC.
FUTURE R/W DEDICATION 2.128 ±
AC.
.. - - - - - - - I rr ... .1 . I e, ; I - , I
- — — — O - -_ - �.� o�.� I R7e �� 03. 1- .11, 11 ­1 1,
.. . I ,�:,,; � (yyy,, ,,,.,,, l.:, SITE AREA 38.908 ± AC.
I , ��:.: __ - =0_= cc - - �'
O AM ­­ ":: - �, I.. I
t_� r.i":, -7- - P - PLANS - 1­ I ... - - ", " . ,1',.r'/',M , A!�) (.1'..1', NOTE*
X,x;":�11 . _ , .1.11, .... _­ , ,,r','," ,i, , '= THIS CHART IS FOR CONCEPTUAL PURPOSES ONLY. ACREAGE ARE APPROXIMATE
,* .:'� ,,, I ....
�
I 1`11 , .'I '11, , 4t M-0 I C ,,�:'�� I -, � "), , _
"ll I
� 223-0'r ` � -1113 ." 1. I , - - - "i'l.., - �,`--e'-�-, - 4% i don N 0 ,.'' ,f = UP I t,,�'; , r. ,'.:I
-II-11"), - ­­
— ..
-:l 1. "I " — �j'_ I on.cp - 1. I . I , I , .1, pf
'-,I 46 � . �::,�:"�,,';i,�� , - .-IL,•
. I 1 - 1 4� 1 , , ? . - ­v I , AND MAY VARY DEPENDING ON ACTUAL BOUNDARY SURVEY.
11 1. I I , _._t 1 ,- I 11 I _'
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l � t l, , l l, 11 I , "I e !; I ADA ACCFS :. I ... "I I I , ,
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I ',"), � :,x r - 1- - - - 1- - - ; I-' " .. , !g, 1:,I,�, .1 I AT 5.0% MAXIMUM. REFER TO ARCHITECTURAL PLANS. ... ... :� �zrl !::! I I / , �ir,i� , I .� loom M-0— — is I I � . ..-:rl�:,:,�: ",', ,, . 1. I � :; " ,�,:! - (D . I I � 'l " .1 ! "t, , ". � "' LL4� 7--- 1 - - _,","" " ,;, g. I r.'.I,.,, .1 ­l r. � -
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) . %:'� - ""' ��j4 < — — i — - �,:,:: I ,:, - ,
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I" " , j X1 11 , - - - i , , , . , " , , ,r . "J- :; I .... I I LOCATION FOR STOOPS, STAIRS AND/OR RAMPS THAT MAY BE REQUIRED.
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r I .. � - - 1P . ,� " WOODEN FENCE ­�
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1�, I �.41 ,. - - - :1 I I FOR EXACT SIZE AND LOCATION FOR COORDINATION WITH CIVIL PLANS.
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TYP. - - i I � 1�1 I , ':1
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?I. �': � " � I . TYP. " "', I WOODEN FENCE FROM THE 0 f'. � I 'JA , �,',
I TYP. "I __ __ 10 I I , PARKING SPACE SIZE, SIGN, STRIPING AND SYMBOL ('VAN --INDICATES VAN
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11 � � " r' �� - I ".. , MOUNTABLE CURB I E3 REFER TO ROADWAY I 1, "I � 7-
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` , , 1 -4' WIDE CHAIN -LINK I . � , �� 1),� OCART CORRAL DETAIL.
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_7* 1 , I . , — -A I . GATES WITH MACK OUTLOT 1 1 *`,'I,�lr - - .1
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r' 9. 4 DETAIL SHEETS. 1.383± AC. ", I'' ,,:/ �:,�,,,:,,�:� 10' X 15' STRIPED AREA PAINTED SYSL/4
1 � I .;f ", .1� 1 ,$ * 9 1 " ,',.:::, �i . @ CRANE LOCATION. SEE ARCH. PLANS
i # �O BUILDING INC SETS ... :,::: ," ":,:".'1, , . $2 61 ' ' 01., I I ,
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.... � ... .... - �. _ � / .9, il I l'il 'Ig'I OUTLOT 2 1 OUTLOT 3 ,Ji:, LOADING ZONE AT ALL CURBED ISLANDS. 4" PAINTED YELLOW STRIPING AT 2*-O" D.C.
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lot 11 ii 1 _j , � 1". 11 91 1.080± AC. 1.370± AC. '' ',�', "I , t �,
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I ': ", , doO '11�CHAJN-UNK FENCE - � - Or g ,. I ;
WITH BLACKK VYNIL G. i I I I " I .. " " "I :� " " " i'l "' " * - 0
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I , INSTALLED BY CAMERON PROPERTIES l ;,IT,
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;:;::::::::, 11 �11 I TYP. v BEGINNING AT THE END OF RADII.
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_.__ I-- ... ...... . 1, ­., , j4i'��,, l'It", l .... I ..... _ .:::%:��:::,::��;:::%:::�:: - i, 4 ... ­ .1-1 . ... . .... � ..... .. � lool, I t PROPOSED GUTTER GVER.WOVB I "I � - - 50' 8 il - �� I, , I i - , ` I "I. -, ") ....
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" *4,!�' I:" ­.,.,,i4 I., .� ", .., . , � ..... .... - I :::::: . - .. .... ­_ .... � ..... .. _ ... I : ..... _ ­­
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000 I --o-oloo.... , 000 :::!:;�1,. . , , , ; , ,,, , " .�,� , .., ,,,��'­-�,-, "P"' ­:: :::�:;::, :::::. ::::::::�!:::::::::: � ..... I .... I I ­.. .... � ::::v::�:::::;:::� - - v I I ... 1'r .... . ... ­11 I., ... - . ­­ -1- ... - - Z�:::_: - ..... ... . ,
,� ." ­ ... 1­ ­ ­. I., L......... I it L-it, :I.: �, 11�-1 0
�_
"'O' ­1 ... I .. .... 11 11 . 11.1 :!,!::::::!
I , "Oo"Oo"'
, 000 "' 1,,..1 ...
.,: , ljy: 1.1- .... I ..... I
I 1. �.l .. 11 ` ,__::��:- r .. .1 ..... - ..... � - ­11.1 ..... ........ _ ­­r "O"looloo..... , ..., ,
I l _­_ i , - .. .... I I 1 -4 ".. " ;;7::;:_'%;,,i6;i�� . : Zz , ,, - i I loo-olooloo..... , 000 ,, it ­­ - ' . .... ... �1 '. ', ..... I - ... I.. 11 - ..... I
. ... .1 ... ` ­­_
_ ... � 1. . I .,..::'L._ _,­­ ­­­ .1 ...... I.- .11 ... r ..... -, I � � :
� ' - ' - - � ... ­r .... �.,. ....... .111, Ir . Zir 11 � .... � �
. , I I . :, I ­­. - ,;; , � . .
. , . i l ­11 . , ,,,, , , I .... : :; L::­_., , ­.. .. ... � ' - � :;' :��- ' ` ­­ "' ­ ... -
J.­1­1 "o"O'"O"ool", � I loollI ­­ ..... 1. , 7, . I :;�:!- � I., I ... .... :�::j::L:::�;:::� ... . I . . - ..... I ... ;:- .. r. ., PAVEMENT PAINT
'. - "J, I�­, "I,, - , I I - .1-111- ........... _ ... "I -�;:�:,:",Z�::�:::-��l::::�,::Z�:::
.... iI ...... . " !� ..z:::I:
, . I � �� ,'' ..1- 1:zM�:�­1 ....... ....
I , --o-oloo..... , lool i .1 .;, i, ... . . ... 1, - I ... 11 ........... �, ... .- ...
�::�', � [ rl:::'rl:-1��111 rLL .... .....'"­ ...... ....... . - �. ...... '� .'.'-r ... ..... ..._
I I :�::�:::::::::: � ............... . '"'L .... . I .... , I i,­(A!,' .... - ­ ` ­ ... ...... I - . ..... - ... ... 111.1 ­­_ ­1 ....
It I j ::::�, L" .... ­ ... .... I I ..... I .... ­11.1
r'l"", , . I � ,, ' :: ... 4 . .... r.., .. .,4 - _::1�:::::::::�:::::, - .... .. . SOLID WIDE
LEGEND FOR 410 . �11 I --looll-loo.... , lool 11 : ::::::���., I .. :::::!;,:.::,:::�::7::�:::::!:�!::�::�;:::.:::::�;r.::;:�:.::::::�': :: �. �:::::.;!.
I
. �, I., .; 1. 1.1-1 ... 11 ­....'... I' ..­­. ,; ,, ::::::�:::,::::;�::::::;��:::::::;::;:::!�::: - ... ­­­ I .... I . - �
.1
PROPOSED IMPROVEMENTS "': ;-i,;,� ,, " "l!'"L US 401 --o-olloo.... , looll 1 . .... r ......... .. I ....... ::: :;::::.:;:;::;.:: I'Iw, .." � 1� I loo-o-loo.... , lool \ ..... Ir .... .. � .... � ... SYSL/4- -SINGLE YELLOW SOLID LINE / 4- WIDE
I
i j I I " � 11, EXISTING TRAFFIC SIGNAL !:; ;; 1.:, :.-' -:��;7�:!1­1 ... I ��::70!-RGAQWAY IMPROVEMENT � ..... � ..... ". - - SINGLE YELLOW DASHED LINE / 4- WIDE
PROPOSED BUILDING I I 11 / (FAYETTeVILLE ROAr)) --o-oloo..... , 000 , "I TO BE MODIFIED. REFER TO I . SET ... �L ... ­.. SYDL/4
l . . � i THIS ::4:�:::::J.:_:­.. !!:::::.,.:%:::_ �;!%!:; !Z:;!�:%�:::, DYSL/4' - DOUBLE YELLOW SOLID LINE / 4- WIDE EACH
I ,� SIGNAL PLANS BY RAMEY P - 1-
I !, � i I KEMP & ASSOCIATES, INC. 1, !Z:!:��;�l:!�!:,��:!.!�;.;7;:!;. , - .. . .... 1. 1. -SINGLE YELLOW SOLID LINE / 10* WIDE
� I L , ..... 11 SYSL/10"
: ! � I 41;�:, I I [ 1, I 'l %:��% %.�:Z��,Lf;.,_._.!_.:::.�;:,_:::; :::!�Ir ...... .1 L .... - 111r....,, �IL - WIDE
'1�, 7 �11 �, L ­_. I-, SWDL/e - SINGLE WHITE DASHED LINE / 4
:T:� , , i I ,
VARIA13LE KIDTH RAW I Y t1; , _.. ;i::7:,!;;::,::
-!;%;;% 77777777������ioo.oi�
AND GUTTER :;" �!- I I --lo-olloo.... , ... , ''�!:Z!T::!;:;:Z;:;�:;-'.'.r7!;;::!::t;.�::, .. .%: r.,:!:::;:::;:,,,,,,:::,:,:,",,,..-,,-,,:!,,,,.,::,::�:::::,:��:::!:�:::::::;t:'.:::::.�;, ........ � ..... ..... ... 1.11 ' ­­ ... _,
,
A-. , ;� 6l�) I ........ \ �[ 1: '; I.. .... I ... _ � ... L'. I to - WIDE
SPEED 55 MPH IT: �i " �. �:�::::!:::!::;;;:!::%!�:�..�;��:!.:.1 .... 11.1 L...
ASPHALT IN GOOD l �4 i, ...-I" �:::!�;�"2::�:��:���:;:�::::t;:� ".. � SWSL/24 - SINGLE WHITE SOLID UNE / 24
_> PAINTED TRAFFIC DIRECTION ARROW I `% � i �L, oloo I --looloo.... , ololl
CONDIVON i � . ­­1
r:D , it "L lo-o-looloo.....
! (�) PROPOSED PARKING SPACES
:,
I I
I 1! j* o!'
REFER TO ROADWAY IMPROVE T t - " oloo
PLANS THIS SET I I I i Lu91 POND ROAD "4,l_7.7_ looll '
0515C WAL-MART : 1�1 C -I, ,,
I 1, loo-ollooloo.... lool lool ,
0 0 WOODEN FENCE , . I :: �. ":I I ,,r' 1� : � . ...... .
. ;, ,17 I I" looloollooloo..... , oloo
TRUCK ROUTE LEGEND 1i 1 60' RIGHT-OF-WAY .;ri! .r"' I .1 --oloo. , a li l�
... L ........ .. Q_Q_Q_Q_Q_Q.Q TEMPORARY BARRICADE
STANDARD DUTY
I I ASPHALTIC PAVEMENT
I 1- I CALL NO ONECALL HEAVY DUTY
..r, BEFORE YOU DIG ASPHALTIC PAVEMENT
STOP HEAVY DUTY
1-800-632-4949 CONCRETE PAVEMENT
.1 ... I.. _ AVOID UTILITY DAMAGE !!i;�:!����,�,:;,.!!!:;:i;� ALL WEATHER
1.
I �! iI ACCESS ROAD
1 w�� t
Ff_1 T-72
H
NOTE:
SEE DETAIL SHEETS FOR MORE INFORMATION ON SIGNS.
i
ISPEED LIMIT 35 1011-11 ooft ........ ..........
... ...
/ ASPHALT IN GOOD COND111ON D,�� �,,� ::.� —looloo.... , 000
/ ,.�,, ',:1_;1,:" ii. olo-o-olool.....l oo,
/ Lldkt.'L,EGEND S I T E
P L
A
N
Luminalre Schedule
Symbol
Oty
Label
Arrangement
Total Lumens
LUF
Description
Total Watts
BV
240000
0.750
GFR-540-10DD-PSMV-F-39' POLE + 3! BASE -
2160
14 t6
1
BV-HSS
ROTATED 2 IN 90
240000
0.750
GFR-540-1000-PSMV-F-3HSS - 39' POLE + 3' BASE
2160
CV
SINGLE
120000
0.750
GFR-540-1000-PSMV-F-39' POLE + 3' BASE
IOBD
1
CV-HSS
SINGLE
120000
0.750
GFR-540-1000-PSMV-F-3HSS - 39' POLE + 3' BASE
1000
;0
(
4
1
DV
I SINGLE
1120000
I 0.750
I GFR-FP-1000-PSMV-F-3HSS-39' POLE + 3' BASE
11080
KV
13 090 DEGREES
1 360000
1 0.750
1 GFR-540-1000-PSMV-F-39- POLE + 3' BASE
13240 EA
GRAPHIC SCALE
so 0 30 so 120 240
1 1 1 1 1 1
( IN FEET )
1 inch = 60 ft
IIIIIIIIIIIIIIIIIIIIIIIII
(A
4)
+j P,
M
Cd 0
0Oro cl)
0 Ln 02,
a C)
0 9t (D ,_
�
rA 5 .5 - .
U) 00 L)
M
_j C) @ CO
LL I
I C
0.d
(1) a) , 5
" 0
a) . C,301 ?
ac,
0 . � 30) W NP -
� ar
0 1
LrL-j
+4 C;) M
(L -
� bi
1.4 M
.G a C
4) :h!
W 0 :, � �
0 M aC =
>0 0 1:1)
v 4 C-) �v
�
0 (0
�
...........
,�� ....... �J41.",
, _d1Q�1___­_.____ , ,
IN 4r ,
, . ,
I . ? ,
I
: z
= : z
I -
-
, . . .T
mv.-,:,
­
, Vol %,
-
" %3
6111T.
<
z
.j
F— 0
(.)
z cc
.j
W <
.1
<
a(I)
oo
Cl) z
�O000r
0 x
.J
Z 0
.J I—
LLJ CC
W
()
W Z
Cl)
0 mwm
.j >-
> F000l
< I—
z =)
WOODEN@ z
IIIIIIIIIIIIII 0
WSJ(!)
W
m ()
F— F000r
2 W
W z
cc <
0 Id
(l)
(.)O
<
X
0J
0) W a
LL a.
= (1) cc
W
Poll. 0 0
< F-
- 0. LL
Cr Z
0W
a) 0 W
Sam <
so =)
>- 0
L.
A.. 0. Er
in 2
REVISIONS
BY
<V,­, -w
CLM
I
I
DRAWN BY PDR
CHECKM BY
CLAN
DATS
8/20/08
SCALF5 V-60,
JOB No.
07-156
SHEET Miusm
C-1
OF SHEETS
07-156V4.DWG

as
vi z
I �
m:9
N 0
of
o �
1
0
$o
MA
1.7
=3 f
LOCATION MAP
NOT TO SCALE
SANITARY
SEWER
SCHEDULE
STRUCTURE
STRUCTURE
TOP
INVERT
INVERT
PIPE LENGTH
PIPE
PERCENT
DRAINAGE
SCHEDULE
DRAINAGE
SCHEDULE
NUMBER
TYPE
CASTING
OUT
IN
FEE
TYPE
SLOPE
EX. 1
EXISTING
257.05
241.15
241.35(EX2)
-
-
-
STRUCTURE
* STRUCTURE
TOP
INVERT
INVERT PIPE LENGTH
++ PIPE
PERCENT
STRUCTURE
+ STRUCTURE
TOP
INVERT
INVERT PIPE LENGTH
*+ PIPE
PERCENT
EX. 1 - EX.2
MANHOLE
1
a
-
-
241.35(LAT.)
0.50%
NUMBER
TYPE
CASTING
OUT
IN
(FEET)
TYPE
SLOPE
NUMBER
TYPE
CASTING
OUT
IN
(FEET)
TYPE
SLOPE
228'
g"
BY HOKE COUNTY
1
HEADWALL
-
-
242.00
_
_
_
_
_
_
_
_
_
_
_
EX. 2
EXISTING
254.50
242.50
242.70(EX3)
-
-
-
FOR REFEREE
NC
1-2
-
-
-
-
44' a
54"
0.39
a
2-30
-
-
-
-
100'
18"
0.50
DRAINAGE
SCHEDULE
EX. 2 - EX. 3
MANHOLE
-
-
242.70(6)
412'
8"
0.50%
ONLY.
2
CURB
259.00
242.18
244.28(3) 1
1
-
-
-
30
CURB
259.00
245.37
245.47
-
-
-
STRUCTURE
STRUCTURE TOP INVERT INVERT PIPE LENGTH
PIPE
PERCENT
EX. 3
EXISTING
259.50
244.77
244.97(EX4)
-
-
-
2-3
INLET
-
244.87(30)
105'
54"
0.30
30-31
INLET
-
-
-
85'
18"
0.51
NUMBER
TYPE CASTING OUT IN (FEET)
TYPE
SLOPE
EX. 3 - EX. 4
MANHOLE
-
244.97(1)
104'
8`
0.51%
3
CURB
257.00
244.59
244.69 a
1
-
-
31
CURB
259.00
245.90
246.00
-
-
-
-
- - - - -
-
EX. 4
EXISTING
260.20
245.50
245.70(EX5)
245.70(4)
_
_
_
3-4
INLET
-
-
-
121'
54"
0.30
31-32
INLET
-
-
-
100'
18"
0.50
40-49
- - - - 42'
36"
1.00
EX. 4- EX. 5
MANHOLE
-
-
245.70(5)
425'
8"
0.51%
4
CURB
258.60
245.05
245.15 a
1
-
-
-
-
49
CURB 254.11 246.04 246.14 -
_
a-
-
EX. 5
EXISITNG
MANHOLE
260.30
247.85
248.05
a
-
-
-
4-5
INLET
-
-
-
229'
54"
0.30
INLET
-
-
-
-
-
-
49-50
INLET - - - 124'
36"
0
-
5
DOUBLE
257.00
245.84
245.94
-
-
-
33
HEADWALL
-
240.00
-
-
-
-
50
DOUBLE 254.00 247.38 247.48 -
-
-
5-6
CURB INLET
-
-
-
182'
54"
0.30
33-34
-
-
-
-
37'
S4`
0.51
50-51
_ _ _
CURB INLET 1
102'
30"
1.00
EX. 3 - 1
-
-
-
-
pg7'
8"
0.50%
6
CURB
258.00
246.48
251.50(7)
-
-
34
JUNCTION
255.00
240.19
240.29
-
-
-
51
DOUBLE 254.00 248.50 248.60(52) -
-
-
1
MANHOLE
259.15
246.30
246.50(2)
-
-
-
6-7
INLET
-
-
246.58(10)
114'
24"
2.49
34-35
BOX
-
-
-
182'
S4"
0.50
51-52
CURB INLET - - 248.60(54) 178'
18"
1.72
1-2
-
-
-
246.50(LAT.)
a1
394'
8"
0.50%
251.62t1
7
AREA
261.33
254.34
254.44
-
-
-
35
DOUBLE
253.25
241.20
241.30
-
-
-
52
CURB 257.00 251.67 251.77 -
-
- at
2
2-3
MANHOLE
259.05
a
248.47
248.67
-
-
-
0.50%
7-8
INLET
-
-
-
56'
24"
1.00%
35-36
GRATE INLET
-
-
-
122'
54"
0.50
52-53
INLET - - - 73'
18"
1.00
-
-
-
-
224'
8"
8
AREA
261.33
255.00
-
-
-
-
36
DOUBLE
253.25
241.91
242.01
-
-
-
53
CURB 257.00 252.50 - -
-
-
3
MANHOLE
259.30
249.79
251.00(LAT.)
-
-
-
-
INLET
-
-
-
-
-
-
36-37
GRATE INLET
-
-
-
122'
54"
0.50
-
INLET - - - -
-
-
-
-
-
-
-
-
-
-
-
_
_
-
37
DOUBLE
253.25
242.62
242.72
-
-
-
-
- - - - -
-
-
-
-
-
-
-
-
-
6-9
-
-
-
-
88'
36"
1.00
37-38
GRATE INLET
-
-
-
122'
48`
0.50
51-54
- - - - 60,
18"
6.38 a
1
EX. 4 - 4
-
-
-
-
83,
8"
1.00%
9
CURB
258.92
252.50
-
-
-
-
38
DOUBLE
253.25
243.33
243.43
-
-
-
54
CURB 256.93 252.43 - -
-
-
4
MANHOLE
260.00
246.53
-
-
-
-
-
INLET
-
-
-
-
-
-
38-39
GRATE INLET
-
-
-
122'
48`
0.50
-
INLET - - - -
-
-
-
-
-
-
-
-
-
-
-
_
_
_
_
_
_
-
39
DOUBLE
253.25
244.04
244.14
-
-
-
55
HEADWALL - - 248.50 -
-
-
6-10
-
-
-
-
31'
54"
0.32%
39-40
GRATE INLET
-
-
-
104'
48"
0.50
55-56
- - - - 67'
36"
0.75
EX. 4 - 5
-
-
-
-
168,
8"
1.00%
10
CURB
258.00
246.68
246.78
-
-
-
40
CURB
253.50
244.66
244.76(41)
-
-
-
56
HEADWALL - 249.00 - -
-
-
5
MANHOLE
257.90
247.38
247.58
_
-
_
10-11
INLET
-
-
-
135'
54"
0.30
40-41
INLET
-
-
245.62(49)
65'
36"
0.51
-
- - - - _
_
_
5-5A
-
-
-
-
101'
8"
1.00%
a
11
CURB
258.00
247.18
247.28
-
-
-
41
CURB
253.50
245.09
245.19 a
-
-
-
57
HEADWALL - - 238.68 a -
-
a
_
SA
MANHOLE
257.60
248.59
248.79(LAT.)
-
-
11-12
INLET
-
-
-
144'
54"
0.30
41-42
INLET
-
-
-
38,
36"
0.50
57-58
- - - - 64'
18"RCP
1.56
-
-
_
-
-
-
-
-
12
CURB
258.00
247.71
247.81
-
-
-
42
CURB
253.50
245.38
245.48(43)
-
-
-
58
OUTLET CONTROL 254.50 239.00
a - -
-
-
EX. 2 - 6
a1
12-13
INLET
-
-
-
82'
48"
0.30
42-43
INLET
-
-
245.48(44)
51'
24"
1.00
-
STRUCTURE - - - -
_
_
_
_
_
_
193'
8`
1.
13
CURB
259.53
248.06
248.16(15)
-
-
-
43
AREA
254.83
245.99
-
-
-
-
59
HEADWALL - - 241.50
-
-
6
MANHOLE
256.15
244.99
245.19(7)
245.19(LAT.)
_
_
-
13-14
INLET
-
-
253.55(14)
89,
18"
0.51
-
INLET
-
-
-
-
-
-
59-60
- - - - 67'
18"RCP
0.74
_
-
-
-
245.19 LAT.
(
) 281'
8`
1.00%
14
CURB
258.50
254.00
-
-
-
-
-
-
-
-
-
-
-
-
1
60
OUTLET CONTROL 258.00 242.00
- -
-
-
7
MANHOLE
257.50
248.00
248.20(8)
-
-
-
7_8
_
_
-
248.20(LAT.)
180'
8"
1.00%
-
INLET
-
-
-
-
-
-
42-44
-
-
-
-
55'
36"
0.50
-
STRUCTURE - - -
-
-
-
-
-
-
-
44
CURB
254.46
245.76
245.86(45)
-
-
-
8
MANHOLE
258.30
250.00
250.20
-
-
-
13-15
-
-
-
-
52'
48"
0.30
44-45
INLET
-
-
250.00(47)
127'
1
30"
0.50
8-9
-
-
-
-
158'
8"
1.00%
ai
15
CURB
259.41
248.32
248.42
-
-
-
45
AREA
255.33
246.49
246.59 a1
-
-
-
9
MANHOLE
257.70
2511.78
251.98(LAT.)
-
* STRUCTURE TYPE
-
-
-
-
15-16
INLET
-
-
-
29'
48"
0.30
45-46
INLET
-
-
-
152'
24"
0.62
CURB INLET - NCDOT STD 840.03 (SEE DETAIL SHEETS)
16
CURB
258.00
248.50
248.60
-
-
-
46
AREA
256.33
247.53
-
-
-
-
GRATE INLET - SEE "GRATE INLET` DETAIL FOR GRATE TYPE. (SEE DETAIL SHEETS)
JUNCTION BOX - SEE DETAIL SHEETS
16-17
INLET
-
-
-
Be,
4g"
0.30
-
INLET
-
-
-
-
-
-
AREA INLET - SEE DETAIL SHEETS
HEADWALL - SEE DETAIL SHEETS
17
AREA
259.33
248.86
248.96
-
-
-
-
-
-
-
-
-
-
-
OUTLET CONTROL STRUCTURE - SEE DETAIL SHEETS
17-18
INLET
-
-
-
63'
42"
0.30
44-47
-
-
-
-
113'
18"
1.00 a1
18
CURB
257.50
249.15
249.25
-
-
-
47
CURB
256.03
251.13
251.23
-
-
-
** PIPE TYPE
16-19
47-48
-
-
a
1.00
UNLESS A PIPE TYPE MATERIAL IS SPECIFIED IN THE DRAINAGE SCHEDULE, THE
INLET
-
-
-
122'
42"
0.30
INLET
-
58'
18`
CONTRACTOR MAY USE AT HIS DISCRETION ANY OF THE PIPE MATERIALS LISTED
AS APPROVED STORM PIPE MATERIALS IN THE SITE GRADING NOTES/SITEWORK
19
CURB
257.00
249.62
249.72
-
-
-
46
CURB
258.35
251.81
-
-
-
-
SPECIFICATIONS.
19-20
INLET
-
-
-
162'
36"
0.30
-
INLET
-
-
-
-
-
-
20
CURB
257.00
250.20
250.30
-
-
-
20-21
INLET
-
-
-
128'
36"
0.30
21
CURB
257.50
250.69
250.79
-
-
-
21-22
INLET
-
-
-
87'
36"
0.30
22
CURB
257.50
251.05
251.15
-
-
-
22-23
INLET
-
-
-
91,
30"
0.30
23
CURB
257.50
251.42
251.52
-
-
-
23-24
INLET
-
-
-
139,
30"
0.30
24
CURB
257.00
251.94
252.04
-
-
-
1
a
24-25
INLET
-
-
-
119'
30"
0.30
25
AREA
258.33
252.39
252.49
-
-
-
25-26
INLET
-
-
-
22'
18"
0.30
26
CURB
257.50
252.56
252.66
-
-
-
26-27
INLET
-
-
-
40'
18"
0.30
27
CURB
257.50
252.78
-
-
-
-
-
INLET
-
-
-
-
-
-
28
OMITTED
-
-
-
-
-
-
29
OMITTED
-
-
-
-
-
-
CALL NC ONECALL\
BEFORE YOU DIG
STOP64
.AVOID UTILITY DAMAGE.
SANITARY SEWER
AND DRAINAGE SCHEDULES
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REVISIONS
BY
QADDENDUM /2
11/12/08
CUM
STATE COMMENTS
12/15/08
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NE QUADRANT OF US 401/FAYETTVILLE ROAD /ou)
AND CLUB POND ROAD
a
RAEFORD, HOKE COUNTY, NORTH CAROLINA
P�.. CAR
..0
O: FESS/p .!y
473
UTILITY/GOVERNMENTAL SHEET INDEX 'FRy G.B�`:`
CONTACT LIST ft a Abn Desaoffon Date kv ed Reymi m' C 7VWt
�o i C-0 COVER SHEET 8120108 12115108 1 EVEM 2
o_...... .......... .._................ .... ..
1 ALTA SURVEY 8120107 7131108
. .... .
WATER AND SEWER TELEPHONE COMPANY �� oo� 2 Ti P0C�i4PH/C SURVEY 8120107 7131108 Q
R. COUNTY EMBARQ F P a� 4 3 TOPOGR4PHlC SURVEY 8120107 7/31/0B
Z
MR. MIKE DEAN 717 McGILVARY STREET SITE 423 EAST CENTRAL AVE. FAYETTVILE, NC 28301 _.. ._. _ _......_...._......_ .. .... J
RAEFORD, NC, 28376 [phone] 401 5- ES-1 PMSEFS/TEMAP SWS/ON, SON&TAWNAAV MLU"CONTROL PUN 8120108 WE108 /EK90N2 O V
[phone] ANGELA BURCHAM _.. _.... ....._..._.. _..... _ _. J
6. ES 2 PHASE A 17F MAP EROSIOIVL SF�ENTAWA( AAD POLLUWN CONTROL PLAN 8/20/08 12115108 INN 2 Z J
7ES-3 ER08M SMAIENTAT/ON AA® POI LUWN CONTROL AVTES 8120108 12115108fEKSYON 2 �
FIRE DEPARTMENT 8 C-1 SITE PLAN (60 SCALE) 8/20/08 1211510E A Bl"2 MONSON
HOKE CO. FIRE DEPARTMENT POWER COMPANY ..
C 2 CRA
0 9DIING PLAN (60 SCALE) 8120108 12115108 F�ViES'lON2 0 3:Z
.3MR. FREDDY N LUMBEE RIVER EMC .......... ........ .. _..... .._ _... .. _ ._..................._ ._................._ .......... . _ _......... ..................... ........ I .... ..........._.. O
429 EAST CENNTRALTRAL AVENUE 605 E. FOURTH STREET o 10. C-3 LMLITYPL4N (60 SCALE) 8120108 12115108 ASIMY2 J �— W
REAFORD, NC 28376 RED SPRINGS, NC 28377 .... .... _ W 1
PH: [phone] [phone] 1L C- N SANITARY SEWER AND DRAINAGE SCHEDULES 8120101E 12115108 fAEYJISS70Al2 � 0
PERRY CUMMINGS . ...... ... ....... ......... ......... ._ ................... ......_. .___ ._...... ........ ..... W ~ C)
12-13 ST-1 ST 2 STORM SEWER PROFILES 8120108 1211510E AEWSW2 W Z
........... ..................... .. __ ..... __
14 88-1 SANITARY SEWER PRIORLES 8120108 121EI08 FEWWN2 W 2
LOCAL DOT GAS COMPANY
....
NORTH CAROLINA PEIDMONT NATURAL GAS 15-17 D-14-D-1C S17EPLAN DETA/LS 8120108 12115108 ffiW 10N2
Q E— Z_ D
DISTRICT 2 DIVISION 8 1069 WILKS ROAD
16 20 D-2A-L)-2C GRADING AND DR4/NACU DETAILS 8/20/08 1211510E fEV/MN 2 U Z
902 N. SANDHILLS BLVD. FAYETTVILLE, NC 28302
ABERDEEN, NC 28315 [phone] SITE LOCATION MAP 21 D-3A LMLffYPLANDETA/Ls 812010E 12115108 1 N2 pC
[phone] BOBBY AGALIOTIS ._ ................... _._ _..._. _ . .. _.......... ......_..._.._......... ...._......... _.... _............. _...... ................... ............. .... ..... Q ..
JAMES T. GARNER N. T. S. 22 ; 23 "-D-41' EROSION, SEDIMENTATIION AND POLLU77ON CONTROL DETAILS 8120108 WE108 fEVSM 2 � 0 ilOOOOO
24. 27. L-1L 4 LANDSCAPE PL-.1 ­ ..... t­­ ....... ........ ­ I I—— .... .. ....... ................ANS AND DETAILS 8118108 W 5108 REV/570N 2 W W Q
ZONING CONDITIONS 2a_X. /_1+3 /PI A7701V PLANS AND DETAILS . 8/18/GIB 12/15/08 _ N 2 O �e �
HOKE COUNTY V O 0 Q
BUILDING AND PLANNING THE SHOPPES AT RAEFORD WILL COMPLY WITH THE REQUIREMENTS OF THE COUNTYS HC COMMERCIAL
ZONING CLASSIFICATION AND WILL ALSO COMPLY WITH THE SPECIAL USE PERMIT ORDINANCE T
MR. JERRY THOMPSON PROVISIONS, AND WILL BE SUBJECT TO THE FOLLOWING CONDITIONS IN ORDER TO SATISFY SITE = W
3644 HIGHWAY 42 DEVELOPMENT CONSIDERATIONS: O J
LOCUST GROVE, GA 30248 1. USES IN THE SHOPPES AT RAEFORD SHALL BE THOSE PERMITTED IN THE HC ZONING DISTRICT. m �U,^j a LL
PH: [phone] 2. BUILDINGS IN THE SHOPPES AT RAEFORD (EXHIBITS '8" AND "C" SHALL BE FINISHED WITH +� 0) W
ARCHITECTURAL TREATMENTS OF GLASS, BRICK, STUCCO, EIFS, METAL, AND SPLIT FACED CONCRETE 110—
MASONRY UNITS, ARCHITECTURAL SHINGLES, AND CANVAS AWNINGS. BUILDING ON THE OUTLOTS WILL I� ~ OO }�
BE COMPLEMENTARY, SUBJECT TO VARIATION FOR PROTOTYPES OF NATIONAL AND REGIONAL USERS. ++ 1.i. LL rr
3. THE LANDSCAPE PLAN (EXHIBIT "A") SHOWS COMPLIANCE WITH THE COUNTY'S LANDSCAPE V
ORDINANCE RESPECTING REQUIRED BUFFERS, LANDSCAPED COMMON AREAS, PEDESTRIAN FRIENDLY CD O W on
CURB SEPARATING DRIVE AISLES AND PARKING. THE PLANT MATERIALS WILL CONSIST OF 235 STREET •� M Q } cO
AND SHADE TREES FFRS TO ADJOINING
RESIDENTIAL UAND BSHRUBS0 LARGE S USES. ALLLDISTURBEDAREAS CONISTINGTE O PROVIDING MUCH
C ACRES WILL UBEE
SODDED, SEEDED
OR MULCHED. ALL LANDSCAPED AREAS WILL BE SPRINKLED. IN ADDITION TO THE UPGRADED Y.1
LANDSCAPING, A 6—FOOT HIGH WOOD SCREEN FENCE FURTHER PROTECTING THE DEVELOPED ADJOINING
PROPERTY. LANDSCAPING ON THE OUTLOTS WILL BE CONSISTENT WITH THE LANDSCAPING OF THE
SHOPPING CENTER AND WILL BE INSTALLED WHEN THE BUILDING IS ERECTED ON THE OUTLOT.
4. THE SHOPPES AT RAEFORD SHALL HAVE NO BUFFER OR BUILIDNG SETBACK ON THE INTERNAL
SUB —DIVISION LINES SINCE THE DEVELOPMENT WALL BE A COHESIVE SHOPPING FACILITY WITH COMMON (p
DRIVES AND PARKING FIELDS, INTEGRATED LANDSCAPING AND STORM WATER MANAGEMENT FACILITIES.
THE DEVELOPMENT WILL MAINTAIN THE BUFFER, SIDE AND REAR YARD SETBACKS TO ADJOINING
PROPERTIES AS REQUIRED BY CODE AT A MINIMUM. M
5. ON SITE FREESTANDING SIGNS (EXHIBIT'S "D" & `£") WILL BE LIMITED TO ONE (1) PRIMARY CO
MONUMENT SIGN FOR THE SHOPPING CENTER, WITH EACH OUTLOT BEING LIMITED TO ONE (1) PYLON � 1
SIGN WITH A SIGN AREAS COMPLYING WITH THE EXISTING SIGN ORDINANCE. ONE SITE FREESTANDING Z
SIGN SHALL BE ALLOWED FOR THE RESIDUAL CAMERON TRACT THAT WILL BE PLACED EITHER IN A 3pproveal Stornuplater Permit Dorunrients W
GRASSED MEDIAN AT THE MAIN DRIVE OR VIA AN EASEMENT FROM OUTLOT 2 ABUTTING THE EASTERLY Construction in accordance with these documents is LU t
ROW OF THE MAIN DRIVE AND OUTLOT 2. required by the stormwater permit. North Carolina C
6. WALL SIGNS FOR THE SHOPPES AT RAEFORD OUTLOTS SHALL COMPLY WITH COUNTYS ZONING rules require that the stormwater system designer `
inspect during construction, certify conformity with the r J N
ORDINANCE WITH SIGNAGE FOR THE ANCHOR TENANT AND THE RETAIL SHOPS COMPLYING WITH plans and specs, and certify compliance with the ,^
(EXHIBITS `13" AND "C') AND WITH THE RETAIL SHOPS COMPLYING WITH THE LEASE SIGN EXHIBIT stormwater rules. (15ANCAC2H.1008(l)) V,
(EXHIBIT `F'). Permit Sls/6o87/03_ -Date -/ a O� W V
7. EXCEPT AS PROVIDED HEREIN, THE OUTLOTS WILL BE SUBJECT TO THE COUNTYS COMMERCIAL Permit
___ NC Division of Water'ouality J �A
ZONING DISTRICT ORDINANCES AND SITE PLANS, BUILDING ELEVATIONS AND LANDSCAPE PLANS WILL BE Sheet#G-0_ eevision Date_ L 5( > co
SUBMITTED TO THE PLANNING DEPARTMENT FOR REVIEW AND APPROVAL. OC Z a
8. OUTDOOR LIGHTING WILL BE CONTAINED IN CUT—OFF TYPE LUMINARIES THAT DO NOT REFLECT ON WJ I.
NEARBY PROPERTIES AND WILL CONFORM TO THE PLANNED COMMERCIAL PROJECTS AND LARGE RETAIL V Z
E GINEER PROJECTS PROVISIONS OF THE ORDINANCE. Z
9. THE SHOPPES AT RAEFORD WILL PROVIDE INTER —PARCEL ACCESS BETWEEN THE COMMERCIAL
PROPERTIES AND PROVIDE FOR THE INSTALLATION OF RELATED IMPROVEMENTS AS REQUIRED BY J W CO
NCDOT. THE DEVELOPMENT SHALL PROVIDE THE FUNDING AND INSTALLATION FOR THE NEEDED W
SIGNALIZATION AT THE MAIN SHOPPING CENTER ENTRANCE ON US HWY 401 PROVIDED THE SHOPPING W �— Q
CENTER IS SUCCESSFUL IN OBTAINING APPROVAL. W cr W
1 �_
OWNER/DEVELOPER� �� N
Ea tr NOTES: W O C0 Z
1. THE SITEWORK SHALL MEET OR EXCEED THE "WAL-MART STANDARD SITEWORK Z Z
10 Wolverton & Associates SPECIFICATIONS". RAEFORD RETAIL INVESTMENTS a� oc 0
10
c 2. ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES � G co
CALL
0 Consulting Engineers + Land Surveyors AND/OR UTILITY SERVICE COMPANIES SHALL BE PERFORMED PRIOR TO ANNOUNCED � aie yoCALL NO u 1415 STUART ENGALS BLVD ,,,� W 18 BUILDING POSSESSION AND THE FINAL CONNECTION OF SERVICES. ID I S T 0 P
0 6745 Sugarloaf Parkway • Suite 100 • Duluth, Georgia 30097 3. SOURCE OF PROJECT FUNDING IS PRIVATE. 1-800-632-4949 o Phone: [phone] • Fax: [phone]. ALL FIRE LANES SHALL BE REGISTERED WITH THE CITY PRIOR TO THE ISSUANCE OF A AVq� t„� l" DAMAtE MOUNT PLEASANT, SC 2946411111111111113346
1 g CERTIFICATE OF OCCUPANCY. O
20 www.wolverton-assoc.com PHONE 84311111111111654riiiiiiiiiiiI7888
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L Y, BUILDING PAD PREP NOTE
�+k�� „ .i
I
", ' � FOUNDATION SUBSURFACE PREPARATION FOR WAL -MART PAGE 1
I
IIIII
,„ ; , - WM # 5787-00 RAEFORD, NORTH CAROLINA
,ei
Y 8
,
1 ❑ - 0 �-
',. _
' '� � � � " 35• BUFFER BUIIpING � I ,, I I-' UNLESS SPECIFICALLY INDICATED OTHERWISE IN THE DRAWINGS AND/OR �P.{(r,��� ��
CK
:.." - , 1, SPECIFICATIONS, THE LIMITS OF THIS SUBSURFACE PREPARATION ARE CONSIDERED TO
EARTH@:,pE(t� 5 ..:.. ..:_; y"�- '
,!I..::, CONTRACI'OR'dAAY CONSTRUCT :..f AND APPURTENANCES. APPURTENANCES ARE THOSE IT'EMSEATTA HEDB?OL THE
.r' ;y,:, ..,, _.. ;:li;... "!Y.::: .. ,,I NIIH EXCESS TOPSOIL AT HIS ,� .,
,'.:.,.. ;, 1 '" DISCRETION. SIDE SLOPES ,+ � PUMP 3 TANK i BUILDING PROPER (REFER TO DRAWING SHEET SP1), TYPICALLY INCLUDING, BUT NOT
_ - ;'I SITE °�+
401
SHALL NOT EXCEIED 3.1 � I ' '- Zg0,00 LIMITED TO, THE BUILDING SIDEWALKS, GARDEN CENTS PORCHES, RAMPS, STOOPS,
,, ..,I, "'' I; ! „i"' I TRUCK WELLS/DOCKS, CONCRETE APRONS AT THE AUTO OTIVE CENTER, COMPACTOR
'...: .....2_4..,M.E CHNN EARTHEN BERM• PAD, ETC. THE SUBBASE, WHERE REQUIRED, DO NOT EXTEND BEYOND THE LIMITS OF
"' I... I y ��I - ,,"! CONTRACTOR MAY CONS CT E ACTUAL BUILDING AND THE APPURTENANCES.
„I:. 'r ( UNK GALES ,,. .. SE.., I �,g WITH EXCESS TOPSOIL AH1S01
...
r ,,, I WITH BLACK VINYL COATING _ , � I LNG
::�'^,..:. I SEE DETNL SH ,.
, r. r
35 BUFFER/B
,, ', '��: I � , L. '��i' THE
THE FINAL SUBGRADE ELEVATION AT 10 INCHES BELOW FINISHED FLOOR v
'` 25a.30 1257.00 -- ,I 1, !u"' ELEVATION TO ALLOW FOR A 4 INCH SLAB, OR Al' I1S INCHES BELOW THE FINISHED
DISCRETION. SIDE SLOPES
1.
r, .�_...... -_
,. _ _ �+!lr ; t I �I.'!'! I� FLOOR ELEVATION TO ALLOW FOR A 5.5 INCH SLAB TO ALLOW FOR THE SLAB THICKNESS ............. _� , o
3 8.60 4 ' i 1,� 1 1 ( '�'�L Y., 1
! .. o _ X `' .,. -,... 1 259.20 ,' SHALL NOT EXCEED x
I I --' -.. 259 50 4 : ,.,.,, !�' AND A 6 INCH SUBBASE. THE SUBBASE SHALL CONSIST 4 INCHES OF AGGREGATE BASE
1.... ,
:I: I I.„ .I.
...I .'.�.. 118. o,L_12,
2TCPP TI.. ...(Z)..12•jpp,. !. ..- gei I i F FINE AGGREGATE,
,, 11
f: O
.. , i257.0o N .•� .' ';,..` 58„� 6 258.00 I, ,`.., Q ! II. It, :',. AGGREGATEBASECOURSE BSHALL OMEET THE REQUIREMENTSUNDERSECTION 520,
11 j' v ', . , f d',! ; ,:;255.35 gI PAGES 5-10 THROUGH 5-15 AND SECTION 1010, PAGES 10-30 THROUGH 10-40 OF THE NCDOT
O JUNCTION n . ... 2006 "STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES.- FINE AGGEGATE SHALL
12'
1 , ,!q .it 1: ..,.:,� �❑ j�.j AT DRAIN I I,r:,, ;. y;: '�I BOX 1a 258.00
i ,. g AT DRAI L:� NV-2.55.00 I N 2,58.92 o I CONSIST OF A CLEAN GRANULAR MATERIAL WITH LESS THAN 3 PERCENT CLAY AND/OR
III „ :: m 30'CPP
r, a It l ' I I'll , }r. "..,�� �� .._...._. ._.58 1 258.64 2 30 'r N I 10 SIZE AS
.. g II -" r .,:!I:' � ' ep; DEFINED BY ASTM D08 AND CONTAIN 6 TO 12 PERCENT OF MATERIAL PASS
r-� 1 I I i I �. FRIABLE PARTICLES THAT SATISFY AGGREGATE REQUIREMENTS OF THE NO.
'i i' '' .. �., 14. , ',I, I' 25 n � ..JUNC„ON L._�+1:.:1;; I".':',2 CPP _ 16 ,a•CPP:... _ 24 CPP _ 18 CPP ,5 GPP ,' ,4'"iPP_ I 6 I PASSING TILE NO. LOCATION MAP
'<'E19, I. _ ", ', z 2DO SIEVE. THE CONTRACTOR IS IRESPONSIBLE FOR OBTAINING ACCURATE
I I 259.92'rz69Ls2 1 NOT TO SCALE
Box zsssz
I' i I I ',� I 259 ,5 CPP 7 -♦ 2 I - 25s.50 259.5o I 0 MEASUREMENTS FOR ALL CUT AND FILL DEPTHS REQUIRED.
VINYL
I I25950� 2595CPP� a.;,I ,. .;.:. 12'CPP I ,:!;1 .I �'':::; I,: if ,,:..:r' _
6 TALLBUGK , �- _- I 1 SITE GRADING NOTES
L.Po,I 'I 1 259.00 259.5 INN.-2so.00 INN.-zss.00.'.gHV.-255.Do li I I" EXCESS PROPER YI: REMOVE TREES, VEGETATION, ORGANIC LADEN TOPSOIL, AND OTHER UNSUITABLE
............
.,. ' , •F 1YCPP fYCPP 259.III Y;.
! DRAINAGE FEATURES N AND PARKING AREAS. EXCAVATE SOFTILOOSE SOILS
I. ,. 1.:7 n .. 50
MATERIAL FROM THE BUILDING
I I I I ALONG DTtA WHERE FILL IS REQUIRED AND INSTALL FRENCH
" ,,' . "� ' "I.: DRAINS, 1. CONTRACTOR IS RESPONSIBLE FOR DEMOLITION OF EXISTING STRUCTURES INCLUDING
3.974t AC.
' "'" I N I I REMOVAL OF ANY EXISTING UTILITIES SERVING THE STRUCTURE. UTILITIES ARE TO BE
AR ❑2 ,2•CPP
INN.- ,
259.92
255.00
1 L: ! I
�. I I REMOVED TO THE RIGHT-OF-WAY.
, I ' •' ����- N I,�,; PROOFROLL EXPOSED SU$GRADE WITH LOADED RUBBER -TIRE EQUIPMENT {MINIMUM
i i I I � ' I l 1­1-" "' ��1 ,-L, ,I„ WEIGHT OF 20 TONS). PROOFROLLING SHOULD CONSIST OF TWO COMPLETE
LOADED OF
i I '`7` ' n '�M�"�F.�'� " ' i",-,I PERPEND]CULAR PwSSES OF 7TiE EQUIPMbTIT OVER THE SUBRADE. IN CULTIVATED ND/OR
, a,
N
I \ 259.90 : , . nL. :,
2 THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION A ELEVATION
' '`�''�` I I ,'r,:. ALL EXISTING UTILITIES (ABOVE OR BELOW GROUND) AS SHOWN ON THESE PLANS ARE
' N /' !i, ::I;!; /1'7^11Q i I AREAS, DENSIFICATION OF NEAR SURFACE SOILS WILL BE NEEDED. DEPENDING ON APPROXIMATE AND WERE LOCATED BASED ON EITHER VISUAL OBSERVATIONS AT THE SITE,
E ATI "' - SUPER(I'NTER,.#!!I►'/ 1J3,7.,.., I � 25a.00 I . I 11 ' r,;,,,, WEATHER CONDITIONS AT TIME OF GRADING, PARTIAL UNDERCUTTING FOLLOWED BY EXISTING SURVEYS AND/OR FROM UTILITY OWNERS. WOLVERTON AND ASSOCIATES INC. DOES
I .'' '1j!,.� P ,, "•'I:! "' "' "...".., Y59.4,2 I DISCING AND DRYING COULD ALSO BE NEEDED. REPAIR UNSUITABLE OR UNSTABLE NOT GUARANTEE THAT EXISTING UTILITY LOCATIONS SHOWN ARE EXACT. IT SHALL BE THE
��`�! "' - I AREAS BY SCARIFYTNG/DRYING/RECOMPACTING, UNDERCUTTING TO FIRM SOILS AND OF THE CONTRACTOR TO DETERMINE THE EXACT LOCATIONS OF EXISTING
I l�- I r 3� NO I 11 I RESPONSIBILITY *r
LI.
---- - 12' TALL ROCK DAM. DIVA 70,BE COIBE 6fCTED OF o I UTILITIES (ABOVE OR BELOW GROUND) BEFORE BEGINNING ANY CONSTRUCTION. THE
GABION BASKETS BOTTOM WIDTI, TO': BE 8(. BOTTOM I: ; '2s9.50 - S' �'r y� R 1 1 ;! :y; REPLACING WITH ABOVELF/WELL-COMPACTEA FILL, PLACEMENT OF A GEOTEXfILE, OR
BASKETS TO BE SET 34• MIN BELONI'pON BO I I I " M ", coN '`151 '8•%IIEILTMURASLLPLANS�`�r"..OX"� I -'`' I! "I COMBINATION OF ABOVE. CONTRACTOR SHALL CALL THE APPROPRIATE UTILITY COMPANIES AND THE UTILITIES
AND SET ON BE MIN 1E ' FOR E3(ACT•., 261.0o PROTECTION CENTER AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT
CgQ11RSTE�M16RECISE BUILDING FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR
END OF DON SHOULD A TEA MIN B IN FACE a. I. = 1 ❑ �• .. EDCATIP� . p 5 APED PAINING, �` 259.50 © ! ! ,_ STRUCTURAL FILL. SHALL BE PLACED IN LOOSE LIFTS NOT EXCEEDING 10 INCHES IN�i {{��,''UU THICKNESS AND COMPACTED TO AT LEAST 95 PERCENT OF THE STANDARD PROCTOR MPROVEMENTS SHOWN ON THE PLANS.OF SLOPE. SEE OULD SEET A MIN i I I DIMEMSN,NS-AM181(ACT Ca111Uj1UTY ENTRANCE LOCATIONS. 259.90 TO NOTIFY OWNER ENGINEER OF ANY UTILITY CONFLICTS WITH THE PROPOSED
259 20
I.
... �CONTRAclu 'r10 lFlFVE -.. .. - .
n -PR' ,,,14S Gb'ARICF,. ON 10/17/ae I,,. 259.92 ) ,, ...:
11 B'Y ! -...,_ � 'A"� '� MAXIMUM DRY DENSITY (ASTM D 698 AT A MOISTURE CONTENT WITHIN 2 PERCENT
I. LOP OPEN OF ',I fo 2s9.9a „ , I_....�+ � . •" ,_' :/, it;- 1. : I I.':ii � j BELOW TO 2 PERCENT ABOVE THE OPTIMUM. THE UPPER 12 INCHES SHOULD BE 3. ALL CUT OR FILL SLOPES SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE NOTED.
DAM OPEN n,ls LOCATKN I• N T r��; �.0.�}0 9 ''!
r N � ,t': _ I / I COMPACTED TO w? LEAST 98 PERCENT.
(1 I I YADp LIONI NC WEIR EL= rl r `. PRECAST
i1 [ ', I $ I I faNT,I TYP �- i z58.00 59 2�' FOUNDATION SUBSURFACE PREPARATION FOR WAL -MART PAGE 2 STRUCTURES MAY BE USED AT CONTRACTORS OPTION.
', '', r ,... '' ' 2 ® T - RAEFO NORTH CARD N
1, II 0 259.50 -. - '....._ . CONTRACTOR TO PRO' UNDERGRWND b. 58.20''• May 652008 O
LI A STORM PIPE SHALL BE AS FOLLOWS UNLESS OTHERWISE NOTED.
17 .: , I: ,..
I. ® 5
.........._ II ". DOWNSPOUT COLLECTOR SYSIDA REFER TO 257.00 19
M. ARCH. PLANS FOR EXACT LOCATION.. NUMBER I! ; . , i 58.40 TYPE 1: RCP PER ASTM C-76, NTH FLEXIBLE PLASTIC BITUMEN GASKETS AT JOINTS.
I
I 1. I - -FILLS UP TO 15' OVER TOP OF PIPE, CLASS III OR GREATER MAY BE USED.
.. RD N
AND , CONTRACTOR
PIPE SIZES SHALL
INS ARE I6►6MUM 12 57. 1a
"5{IE5 _CONTRACTOR SHALL INSTALL IMUM OF, I o -FILLS 15' OVER TOP OF PIPE, CLASS IV OR GREATER MAY BE USED.
RETENTION,� I z 5
! 11 ''' P` '' "" I I 25 -FILLS GREATER THAN 20' OVER TOP OF PIPE CLASS V MUST BE USED.
,,III',
'' of t i , , � : ': - , ..... ,: i...'. ' � ::, 1.00fi MIMMUM AND MAINTAIN A MINIMUM OF, i '' 258.00 ' i,1 -., 258 "i ,..
.I
.. _, i 258: LAS
, 7HE FOUNDAT70N SYSTEM SHALL
,. , ,PpND 2 .' ... " ... _.., COVER. ''jYP. I 58.50 },. 258.90 ,.,.,,. :Ii �•., :'!; ""i $E ISOLATED SPREAD FOOTINGS AT COLUMNS AND
'It2 259,9.P: 9b'' '0n 257.00 CONTINUOUS SPREAD FOOTINGS AT WALLS.
' OF CO
It 1
,1: !iira 11. ,. , . I •I NL I i% ! f' 1 1 TYPE 2 - SHALL
pp zsa.so z5735 N , SPIRAL RIB METAL PIPE TYPE iR: ALUMINIZED STEEL, TYPE 2. PIPE ENDS
Y:,, :... 1, I .
' ,... � I In � BE RE CORRUGATED AND INSTALLED MATH SEMI CORRUGATED HUGGER TYPE
57 55 THIS FOUNDATION SUBSURFACE PREPARATION DOES NOT INFORMATION
A COMPLETE,
I I N ,
, ' I '' `O o' I � ' � BANDS AND "0" RING GASKETS IN ACCORDANCE MATH PIPE MANUFACTURER'S
"'' � i NNA I � � - ': '' :"!n -- -"' � � I 11RAN 710N � 259'90 " r 2 CUI� SITE WORK SPECIFICA770N. IN CASE OF CONFLICT, INFORMATION COVERED IN THIS INSTALLATION REQUIREMENTS. SPIRAL RIB METAL PIPE MUST COMPLY YAhi ASiIA
... : : ', pPRR0P05C�ED •, ; : : "v\ : _ 258.90 .... , PA T M N � G ;I.
.yid.. I '' E/�SEMENT '-' " '' I I" - - - 258.00 I BE. 1O \N ME PREPARATION SHALL'TAKE PRECEDENCE OVER THE WAL-MART SPECIFICATIONS. RFI'ER A 760 TYPE 1R. ACCEPTABLE MANUFACTURER: CONTECH, INC." ULTRA FLO OR
' I" I I 11 : . ..., ',.. .' : , ::.I I ._ ..,.. o OO'. 10 ' N i.IrL.. TO IT SPECIFICATIONS FOR SPECIFIC INFORMATION v
I n. 'I ,,, I NV.- r�� I 15 2� I �' 25900TC :il t,u,i ORMATION NOT COVERED IN THIS ULTRA FLO 11" OR APPROVED EQUAL.
i I °I I '"ii I ,' I , 3Z .. :- INV.- I 1NV,-255A0 '; •260.00 INVf255.00 . 1 : 9• 0, 1 QQb 258.50 TP
I ! i 260.00 259.87 ' 254n I 13 2 9 00 T ,, ,IFEr2� 'rtra,;, '•� PREPARATION. THIS INFORMATION WAS TAKEN FROM A SUBSURFACE" EXPLORATION
I III I 2s9:oa ; ` ' ,xdiD ,� ❑ 25s.a1 zsaso REPORT PREPARED BY S&ME, INC., DATED MAY 6, 2008 (SUBSURFACE EXPLORATION TYPE 3: CORRUGATED POLYETHYLENE PIPE (CPP), SMOOTH INTERIOR MATH EXTERIOR OPEN
- l i I i I I I 4 1 ' 91:5 26G.00' - I 255.87 59.9 2� N REPORT IS F T A CONSTRUCTION SPECIFICATION), CORRUGATIONS, PER AASHTO M294 MAY BE USED FOR PIPES 4- TO 48". JOINTS
g
.. .. I • ; an,ar ' I o NV.- - r i ..=a.a •. 'r ! 258.40 TP �, rn
1 REP OR INFORMATION ONLY AND ]S NO
k. I f - Email Address for Geotechnical Engineer: tkean(cdsmeine.com HALL BE WATER TIGHT. APPROVED PRODUCTS ARE RANCOR HI-0 WITH
_� 1 2 0
" I TRANSITION ',
i'" NI 'I 259.30 �� .' 259.40 258.26 258.20 258.30258.� SURE-LOK JOINTS, ADS N-12.
10,i, r ARtT<llRe II ,.I I . 259.30V\ . -259. ,5 I ,p,,. ANELUS TO - I. 58.50,1 > ''UI 1 ,
-- _ 59.80 6'CPP CPP BE FLUSH 258.26 „u .. PAVEMENT TO I j t I ,.
TRANSITION
I _ _ _ 259.37 _ .- 259. 8 259.45 .. 259 30 ;q, I 25sss OVgi,18 ., _ ' j '': 6. EXISTING DRAINAGE STRUCTURES TO BE INSPECTED AND REPAIRED AS NEEDED, AND
I pC I • 1 -' C s•CPP GOs.s•CPP zss.75 ,2=CIr.P a CPP ,..8-tR.+r C.O. Gpo,,; .!.G,, i zs8iso ' ii4 :..> 257.80 'r BEL��LLUU •' I I " t!:-;::, GRADING/DRAINAGE PLAN LEGEND EXISTING PIPES TO BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS.
r-Ii CQNB , �yTOR ',7 III: .'.. .. 25g.75 259.75 ,'r a I •I:r�n OVER'ItT0 258.90 ,..1
SHALL '•.. 8. h * 257.50 -
!,.:' ,: : - , 25 CPP ' h ::lii 258.90 w
1'YCPP
MP-2 25e.7o i i g. -3 , " 25s.15 - STORM SEWER PIPING 7. EXISTING GRADE CONTOUR SHOWN AT 1 FOOT INTERVALS.
I II ,.... .1�
� y �� I 259.25 � 256.70 25a,7 � fl�� �� I
I 1, I259.40 59 258.10 57 257.50
. i, ,AHD 1A01iT' I: '' �51 ._.. Q 258.80 I � 2 ,
IL. 5s "Sao 25700 25 00 30 60 JUNCTION BOX/STORM MANHOLE 8. PROPOSED GRADE CONTOUR SHOWN AT 1 FOOT INTERVALS.
II
2 20 zsz7o
'�E THE T',
I�sTIIRBEBW�n": I i "`. o :ij, "" ! °' 9. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL
'I 57. �1 I; �1 DRAINAGE STRUCTURE INDICATOR
A ,,, zga.2a T
i
I, il; BE THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING
:.... !, " ,... , ,......... ! . ., ti-►.,.-.I ;:i. ;i, 1 _ 257 35 258.90 I. 'rl' I per
I, . CONDITIONS OR BETTER.
6zs76o SLOPE ARROW STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING COND
.: ,. ' ,.' �,ry !•4,r ',: 258.50 j `!•` r Y. ', .;'I;,:.y,
1a .7, A, , ,.,,.4 ; ... ,, ;' 1 ', I J 't',, 2b7257 + ,
, 1 ,:. I 258. � r
I - 8 I 25as0 s
- ,, - ......... I. z5 .30 ,' 3 lt ,! 10 STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT
_.•"' -,d,7.- STRUCTURE IS WATERTIGHT.
j1. 7��7
', i I' .258'•.
25
J I CONCRETE FLUME
ALL STORM PIPE ENTERING
, PRECAST HEADWALL STRUCTURE
",r'' _ ,, Ir f P;I:Ii„I 2ss.7o It.c; r' ';.r:i WITH CONCRETE DISSIPATER SLABS
Ill alcd `' I.i,r/,i; ¢ 11t, SEE DETAIL SHEET il. ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND
58
1.
/' 25s.2 "' %.y;:, SHALL HAVE TRAFFIC BEARING RING k COVERS. MANHOLES IN UNPAVED AREAS SHALL BE
l
Ma
111'! :s Y, If !lit _ 1 ® y ;,I ® CURB INLET NCDOT STD. 840.03 A MINIMUM OF 8` ABOVE FINISH GRADE. LIDS SHALL BE LABELED "STORM SEWER'.
, ...I „
r. : %� !'' 'lt r,. ''l,,,1_, •"h .-'I 1I �;r T N o ... ® 'ii r', .�', ri,F':
r !I , 1 � ' , :, -_. TXI .' r :?; , .._ . " "•.'�I -' �. `< ® DOUBLE CURB INLET NCDOT STD. 840.03 12. THE CONTRACTOR SHALL ADHERE TO ALL TERMS &CONDITIONS AS OUTLINED IN THE
a . _.. 4fdVE ...I. , ' ,' f ...L. '.1' 25 " _
,•' ;,� y - - L TION• /'.. ' ssb` z5a.zs .. y�-P+, I!S; 25810 "I® GENERAL N.P.D.E.S. PERMIT FOR STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION
..,L,, �K'D-2B, : I 11 I, „r I 256.20 ;I W .0' N SINGLE G INLET ACTIVITIES.
IN LE RATE LE
It
...... 3O' �I "'':I,: N ® INLET
'I , SDICTIONAL , 6' ; 2-FORIAED - ,I . ,' I'' , � .. - . ,.: n . 0 w r--";,.., 13. CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE
pq�
t ,• JURL- R HOLE. SEE .. `i
Y_ . ......., . , !A
' I„`iY � I 1 DOUBLE GRATE A SMOOTH FIT AND CONTINUOUS GRADE.
YLETUWpsYOUNpNi :: :� i o ®III,
AREA INLET
710N .. I. 1ale._ li,, I I 256i4gr, .,, .. _-'-V'. I t,.. -
POND 2'." .
IUSAOOE
PEIt DEtINEA .:tr ,'"
ENT
11 PROVIBQL.@Y SAME.' . -ai ......._ NL ON 'SHEET D-2B .. ' 256. r p., ,, •T` ® OUTLET CONTROL STRUCTURE 14. POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL
AND .--..- -.I HE II.".rr „s a N NATURALANDPAVED AREAS.
h.e .".'. WTFALL : III .I 93 r!•5G.4d1 . ; 257.65 a
SECTION
,,: CFf�NNEL � ,, �, ,:� II ).,: i,;"'. „ , ,; _ � � FLARED END SE
''•POND , DET .;" ,..�' .,,,, i' 255 q 255.60 0 254,00 1' ; �n 4 - ® 15. TOPOGRAPHIC INFORMATION TAKEN FROM A TOPOGRAPHIC SURVEY BY FREELAND AND
1, ` , - , „ 254.80 256.2 C
56
.. ,.,.... " .-...',• SHEET D ! q .! ^ ,...
I : ,� -.-- : so - ,` 2 5.$0 2 5.50 2 5.50 550 '.,I,-.,., I:"','�: t.'•,.. �'+:- y-.,;::: TC = TOP OF CURB ASSOCIATES, INC. IF CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN
i .r _.,. -,. `. : ,�, i... b'` . : 5. , 2 5.50 2 5.50 .: t 2 5i50'''. 255.40 ' '`i 'a'.,iV' • .14. ° r i?' ' •tP ® i
ti ' 255.3 255.3 6. 0 255.3 I 51 Zk ,,.. ,I ON THE PLANS, WITHOUT EXCEPTION, HE SHALL HAVE MADE, AT HIS EXPENSE, A
'PRE ,FOWLED , ,.. :'', : 255.3, : : , 255,3 255.3 255.3 25 >,. ,... '^+,:.,I 55.3p :; 2, ,. ri - ..,I, "..t;'::I, = OP OF PAVEMENT
:
SCWR HOLE SEE ..:.... t „1. T TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER
r,' pE7Q� Tls P6ND..T , / SETTLEMENT MONITORING POINT FOR REVIEW.
If; ...OETALI ON SHEET D-2B i, :.i, 1 ' l i r. ".I , ',, :.., r.
,,, 1 , ;,, ! ,:I, !Yf! 255.20 ,,rl ,. r1
11,„, T BE I z'' !,, . 25a26TP 25a8 16. ALL UNSURFACED AREAS DISTURBED BY GRADING OPERATION SHALL RECEIVE 4 INCHES OF
. -:a I) 1 , ` ; ,;., : I I:.:.1: ss.2o s,z0„ ' JURISDICTIONAL
I {1 AMENDED TO CONTRACTOR SHALL APPLY STABILIZATION FABRIC TO SLOPES
T{�
100 t PSOIL SHA TION ALL SL
DI8 I ;'7 ;'I 1 WETLANDS
� kF
r. r r , r
W10 I 2
y��� RE'T N'N °
AS
TED ON THE
TROL PLANS.
TRACMR
ALL GRASS DISTURBED
e
' • 2,• AREASINACCORDANCE NATHOHOKEN COUNTY SPECIFICATIONS UNTILHA HEALTHY STAND OF
' }� .`, ,' '2 'j'i i ' ' Y 54.4 � 1254.40 254.40 .:r:3 54.40 '. ��� .I 254.40 Ii ,'! i-ia. i" p ,, ' II i., I
'.......I..`., I ,IPV/N �.1 °: - b' � :� �,' �' S ", r .., $ 4.7 i , GRASS IS OBTAINED.
.' p 254 � 254 254 254 254 �" I ��
III
," .1:1 , '.: / III ;'I : "„ei ,.'M: ,Cl,dl,l �r ,I I „ I;r ...
;t 7 Y TH A C GOVERNING CODES
f.. f / , / /' /' \l /'I "l T O_ h' I.....", r1 ,! , 1 CONSTRUCTION SHALL COMPLY YW ALL APPLt ABLE VERNIN ODE AND BE
.I, 12'TALL ROOK DAM. DAM 1i0 ,, I t, , �' F' ,.' r ' ','s;p• i ❑ ...,' r, �...) I. CONSTRUCTED TO SAME.
i I TBEBQTFqM
OFG/BION '1!; .I i, c, /14�1'I , I' ! .�;, 1 I ...... 254f90z '::
... _ ; 256.26 TP ... .. 24I„ ; { ,: p., ...
7 Sa 4. 256.20 .., _ 1 ,. ? :`'', `"'l:il:,..{ 5:. , - I 'I ,,' 254'30 I ''h,n ..,I, 25 00 257.65 58.88TC.,... TRANSITI014 57.0 I:'I:r. f•
r ..SOT TH JO Ir + r •�. {
.1. �� 18. LL HAVE A SMOOTH UNIFORM POURED MORTAR INVERT FROM
l""""�254. INVERT -IN TO INVERT -OUT.
47 ;,, 35 ' I i !� r' ' ! �1 I I 2535CI T. ! i1 ALL STORM STRUCTURES SHA....BO DYN 1 �,'f. , " !, I ❑,'' ;,❑ ❑ 254.11 .58.3.6TP ..-. 'yA .`I, 1 6 BELOW PpMiD _, r I 54.30 f 254.30 '•;.., I ,254.30 54.30 5 � '' 1 , I
AN �I
70 256.1
... / .. <+ I "`' _ , ,, .'I;p,, 255.20 'L ' 6� '!!
- , 25 25 h 253.25 253.25 1 253.25
1 D DAM "SHOULD � • � %� ? i ,.; � �,,, 25312 II I -"j- ,,-., I,., � � 54. 49 " � � 2563 .,, � I I �. !'!f ', 19. CONTRACTOR TO CONTACT THE HOKE COUNTY FIRE DEPARTMENT FOR BLASTING
.... DRE,E Y It If REQUIREMENTS.
...._- - � / ? ,,,,.... i 1 ❑ i,, , FLUM i'-i.r TC ' I '.a,:111 I
I
I '1A M 16' EINITI, FADE Y sr ,. , , I 1 .._ ,, I .,, i sa. 'I I ='sa, .''' s6.so 25s.2o / Zo '• f t /I, Ill ' 20. WHERE ASPHALT OVERLAY IS SPECIFIED ON THE PLANS, THE CONTRACTOR SHALL
6L NL
7�' BASE CO�IRS�1;
D- ,,. I / ,, "r - 25 .65 25a " 1 rl PROVIDE LEVELING, WHERE NECESSARY, TO ACHIEVE THE PROPOSED GRADES SPECIFIED
" I q {� i 2ss.ao 25a.7sTC 25z5 1 11=1'1/ ON THE GRADING PLAN. THE CONTRACTOR SHALL INCLUDE ALL COSTS IN BASE BID.
!. ? 1 t 1'i! ary I'll
.. / ( I 4.20 I ' 54 ,{0 1, 254.40 254.40 I 254.4nj ! 41 N�, ;'S,. 55.50 `� 256.70 .:'� ' M: , , , :11;41{ -„I,ill,
,I; �� /./ ' 30' I' I I! 1r - - 1, I "":' 254.40 254.40 /'TI 256.20 255.60 255.70 255so *- �,. I 1 i.,.," >D ,I,,, 21. ALL LANDSCAPE ISLANDS SHALL BE OVER EXCAVATED A MINIMUM 24" AND BACKFILLED
I `. 11' I I PO P M-MD n '� 27 REL I WITH LOOSE CLEAN FILL AND A MINIMUM OF 12 OF AMENDED TOPSOIL.
I ... ;-' � � � / � 70 I, o •, �r 'S''df'q . „ �I7 00 m!3,r
i 254 50 . 254. ! t ,I ,,
' EASEMENT! 1 ', 254.70 42 h 256.30 256.00 �!% ® ❑ 1i I ,:It; I �I i!� 1
I II ;g I I "t l I ;'I; If �JT 25a.eo 2ss.00 255.0A. N 4j 257.5 ;' ,, I .r 22. CONTRACTOR SHALL BLEND TOPSOIL INTO UPPER 6"-8. OF FILL MATERIAL IN PERVIOUS
,0' SHELF
II (1 AREAS PRIOR TO SITE STABILIZATION AND LANDSCAPE PLANTING INSTALLATION.
, , , N
v / I'`i , f , li r ,
. i SF♦�LLF I I , 255.20 �, -di, µSIR _ I , 1 ,III /. , r1. i. ):j.
255 EE��
I .' I I I ! I' ` ;•.... 255.20 .00 .:,i i ' , IEARTHEN BEII ..I. ' I
1
r 11
d BAY 2ss.so
...,r._. r ,. ,; ,, �, '' `I. '' , I ... .. ,r.':,, , ��� WEIR L7= .,...4a , CONTRACTOR MAY CONSiRI11:F ' ',r;:'i �'I,i r..
1' p.., I i5 254.00 ❑ MI7H IX
I p I ff1'fEA' I I I 'i 55.7Q. 25 .56 ❑ '''19 il!, I CESIr. L AT HIS ,f'r
,, I a
255.60 '- 255.6 - ,1,4 rn ' it ;I , •. I
I ,, i $ 34 �® 255.70 :' :: ...,,. ,;, DISCRETION. SLOPES
I n, 4 LI q6 SHALL NOT EXCEED 3 ,
I 1 ,,, , .,I I 1 , 255.75255175 ., 255.75 2.55.75 5:90.. 256.2 1 i. 254. ,,,,,i I,. i >.,cGNTkAO ID (SAYE ";0 11 I' tr„ .95 95 55.95 _ ' '
256.2 �•tierrr ,, 2-4' IWDE CHAIN -LINK GATES I If t( i.1
CAM T1191LOCA110Nf I
a I I i 256.30 - ';i,. WITH BLACK VINYL COATING - 'i ' y,. ! I' 1 %' ,!I.,.
,1(I ' ° ` t 6 256.3d'(r ;: 256,30 ' SEE DETAIL SHEETS. OUTLOT 1 DRNNA4E ... ..... ...... .. , I .. '. : p.. I r9'c 1 �,, .,�,', n
I J 1 . OUTLOT i NL 71E /43 N I I
I - _ I I c
1
P TO STIR .. .. I
I i` ! - 1.383t AC. ti m I ,'I I,r.,, .L..
r ,11 '�
n I , ::.:r ' , I '11 _� 2 . 6' TAIL BLACK1. I "....,.. �i .. TLOT'jo I I .' ! ,1, t
:.!, .r .'I I .:: '.... VINYL COATED - 1,,:;:..._. :I .Ii.r,
I ' ' , 55 I 1 'it .... ..... ..... CHNN-LINK FENCE i "..•;. ,., I,:.�© I:':
lot
_ ItIt'„t:t _ - RETENTION- _ GD,LGT 2180 4 Z , . ,,, .1 I...........
i .,.. _.. I. .. �` .. ! 49 <;',. ' I I '',-,J,,, _:i�, 26 11,q ,;,,.,., ' ,; I.
a;, I
1
',IU,.. ._- i �:_, ' >!, t r .y. _.° r I ND 1 V FL W ;1' ,1 � y ,..! SHALL TIE TO S /as :y. 4.r 3'l0 �, !f, 'r^' ,'!li I
I' r_ 1 t' 0 O' 0 2 ..,, �r t.
..II . ' i. {, ..$'L.MLL.= t' , r � , 1 'I i 6.03 21 y y ' ,I.
...Ilr•!sr ..
: r L... I. .._! COAL ,: . , r ':.1; : ,.. ," -•, 'I'ilbaat: , ,,
i
a,t¢ .4 DE N LINK TES'
: : .. : ..... 7,
! .: � ....:..- r t :. I. �:. ., WITH; .. r 'Y , dial,,.; I -"4 .. ` `� NG. �, .,:.::(.. 47 '...I,,. I 9. i,ll :i.;a , r. i"
1.11
1 !!! y f.,ni.L, ....I4,.EEI .. ,, 52.70 - In> 5 ® "I u i
I: kill •i i:, 9 Li.. rU _. .. .;,. I r` !u, r. .,,, 1, .." r'1'
..... .6u: I 1 25z ¢0 :.I. ,... ... I C t: r r ,
'1
I •
y ..
;. 1.,�1 ,r (f. .,rl 252.9'7' .... ...:,..' .... .... '�._./ I P,,�
1......;,r In, I ...,. ..,25.3 7' ........ ..y,,,
.. ,, ....... .I� 'i:
,it I
I
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. / ._.... n t+ : , .:I .._. .I �. •;.,,.-..._.. am-... .! , .. ,..,I; : .- ,,,, ... i,,.. -.!! ., , _i. ..,,%, ; SHALL OUIU:TE TO70 M. � ,
,p ., .c•I, L... Il ,..air.,. ,.:I:: -, ,., ,..,,. .. ....... .. .. ..,:, -� L'ii, .1 I''
r I I , I,I17 fi ... .,., L:� : fil e 'i ,t '11 ``
..II :::: ...: I:.
,,: _ .. t.l , .. ...... ... I ... '.... DRIY�NAYI PI r .: .,, . : e ,., , 'n
'
.. a. ,!„ r, .. Ap L..,.. 1
_.I . n. I. -:r: -,.. t � .... .;,I' _:.. SEE., WAY, EdT _....:.. - L .. ...,.... .... 1. n1: ,a
1 .. _I .,..,.. ,, ;I,..... ,,; p6r'. ..I IYIIS SE'F PaR�•,e.It ..r, ...,,...:� rsr.,:•
,...... ..,.,, ... ,.r! 4ci(!1L, 1 ,r ,. ,... 7
.. .n,.. _ , ..� _. I. .. : ., ,.. ...... .. „ i .. ..WSJ' if I ,..
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I
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„I BffORE Y�OIEICDIG I I GUTTER I I PAVEMENT (_® 11 I I I I I I II
STOP
1-800-632-4949
AVOID UTILITY DAMAGE,
CATCH BARN DRAT® CURB INLET ORATE INLET
DEFINITION OF STRUCTURE ELEVATIONS
N.T.S. - SEE DETAIL SHEET FOR STRUCTURE DETAILS
AREA NEST
OUTPARCEL NOTE,
WHEN EACH OUTPARCEL IS
DEVELOPED, REVISED PLANS
AND APPROPRIATE APPLICATION
FORMS MUST BE SUBMITTED TO
AND APPROVED BY DWQ.
TEMPORARY DEWATERING NOTE,
CONTRACTOR IS CAUTIONED THAT GROUNDWATER MAY BE
ENCOUNTERED IN AREAS OF DEEP CUTS & TEMPORARY
DEWATERING MEASURES MAY BE NECESSARY. ALL COSTS SHALL
BE INCLUDED IN BASE BID.
RIP -RAP NOTE,
CONTRACTOR SHALL REFER TO THE EROSION, SEDIMENTATION
AND POLLUTION CONTROL PLANS, TENS SET, FOR PLACEMENT &
SIZE OF RIP -RAP AT EACH STORM PIPE OUTFALL.
SETTLEMENT MONITORING NOTE,
SETTLEMENT MONITORING WILL BE REQUIRED WITHIN AREAS OF DEEP FILL
IN THE WAL-MART BUILDING AND PARKING FIELD AREAS. SEE THIS PLAN
FOR LOCATIONS AND THE DETAIL SHEETS FOR DETAIL OF SETTLEMENT
MONITORING MONUMENT AND DETAILS ON MONITORING REQUIREMENTS.
CONTRACTOR TO COORDINATE SETTLEMENT MONITORING INSPECTIONS
WITH ONSITE GEOTECHNICAL TESTING FRM. ALL COST TO BE INCLUDED
IN BASE BD.
SOIL UNDER CUT NOTE,
SOIL UNDER CUTTING WILL BE REQIARED IN THE LOW LYING AREAS N
THE WESTERN PORTION OF THE SITE PRIOR TO STRUCTURAL FILL BEING
PLACED IN SAD AREA. CONTRACTOR SHALL CONFIRM LOCATION AND
DEPTHS WITH ONSITE GEOTECHNICAL TESTING FIRM. ALL COST TO BE
INCLUDED IN BASE BID.
]'�,,1'1111!I�
f' 'I 1� �.A 1 1 /�l V 1 GRvAP`� SCALE ` �\ 1 r �� I
( IN FEET )
I inch = 60 tt
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REVISIONS
BY
1 ADDENDUM /2
11/12/08
CLM
STATE COMMENTS
12/15/08
CLM
MAWN BY PDR
CHECKM BY CLM
DATE,
8/20/08
N
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SCALE
1•. 60E
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JOB No.
07-156
SHEET NUIIEEA
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07-156V4.DWG

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S,TOP64
AVOID UTILITY DAMAGE,
UnAYrlll, OU ALL
30 60 120
( IN FEET )
1 inch = 60 [t.
240
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REVISIONS
BY
DRAWN BY DFA
CHECKED BY
DFA
DATE: 8/18/08
SCALE: 1 '= 60'
JOB No.
07-156
SHEET NUMBER
L- I
OF SHEETS
8028-LP-V3.DWG
L0J
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METAL TEE STAKES (3)
DOUBLE STRAND 12 GAUGE WIRE
WHITE FLAGGING (TYP.)
FILL ALL AIR POCKETS BETWEEN ROOT BALL CO
AND EXISTING UNDISTURBED SOIL WITH SANDY
LOAM BEING SURE TO LEAVE NO AIR POCKETS
�- 12" LENGTH, 1" DIA
2-PLY RUBBER HOSE
AT TREE
DO NOT HEAVILY PRUNE THE TREE AT PLANTING.
PRUNE ONLY CROSSOVER LIMBS, CO -DOMINANT TOP OF ROOT BALL
LEADERS, AND BROKEN OR DEAD BRANCHES. SOME —TREE TRUNK
INTERIOR TWIGS AND LATERAL BRANCHES MAY BE
PRUNED; HOWEVER, DO NOT REMOVE THE TERMINAL DEPENDING ON
BUDS OF BRANCHES THAT EXTEND TO THE EDGE OF SIZE OF TREE SPADE
THE CROWN. STAKE TREES ONLY UPON THE
APPROVAL OF THE LANDSCAPE ARCHITECT PLAN VI E W
MARK THE NORTH SIDE OF THE TREE IN
1 THE FIELD, BEFORE TRANSPLANTING, AND
WHEN TRANSPLANTING ROTATE TREE TO
FACE NORTH, WHENEVER POSSIBLE.
WHITE FLAGGING (TYP.)
12" LENGTH, 1" DIA 2-PLY RUBBER HOSE
WRAP TREE TRUNKS ONLY UPON THE _ I-- DOUBLE STRAND 12 GAUGE WIRE
APPROVAL OF THE LANDSCAPE ARCHITECT. COVERED WITH RUBBER HOSE AT TREE
COVER SAND RING WITH 4" OF
MULCH. DO NOT PILE MULCH TOP OF ROOT BALL
AGAINST TRUNK OF TREE —4 INCHES MULCH EXTENDING 12" MIN
12FROM ROOT BALL
SAND RING
3" H X 12" W EXISTING GRADE
\, \ 8' STEEL TEE POST (3 PER TREE)
7" TOTAL MULCH AND SAND ' TO BE DRIVEN 3' BELOW GRADE
WASH SAND INTO AIR POCKETS
V' EXISTING UNDISTURBED SOIL
TREE SPADE ROOT BALL (SIZE VARIES
WITH SIZE OF TREE SPADE)
NOTE: PLANT TREE 2"-4" ABOVE GRADE
MACHINE DUG TREE PLANTING
STAKE SIZE SHALL BE ONE SIZE
HIGHER THAN REQUIRED FOR SIZE
OF TREE. REFER TO SITEWORK
SPECIFICATIONS FOR APPROVED
MATERIALS AND INSTALLATION
REQUIREMENTS.
6 INCH DEEP SAUCER
SET TREE AT ORIGINAL DEPTH.
REMOVE BURLAP, WIRE AND
STRAPS (ANYTHING THAT COULD
GIRDLE TREE OR RESTRICT ROOT
GROWTH) ON UPPER 1/3 OF
ROOTBALL.
UNDISTURBED SUBGRADE
CALL NC OALLN
BEFORE YW NECDIO
STO P
1-800-632-4949
AVOID UTIUT! DAMAGE,
INJECT ROOT STIMULATOR
MIX AT LOCATIONS SHOWN
N.T.S.
MULCH/ TOPSOIL BACKFILL
ROOTBALL AND TRUNK
TREE STABILIZATION AND
FERTILIZATION SYSTEM
PLAN
-TREE WRAP
-4 INCHES MULCH OR TOPSOIL (MIN.)
-FINISHED GRADE
-BACKFILL MIX
-DEEP ROOT FERTILIZATION AND WATERING
NOTES:
1. SET TREE AT ORIGINAL DEPTH. REMOVE BURLAP, WIRE AND STRAPS (ANYTHING THAT COULD GIRDLE TREE
OR RESTRICT ROOT GROWTH) ON UPPER 1/3 OF ROOTBALL.
2. SEE LANDSCAPE NOTES FOR THE TYPE OF MULCH MATERIAL TO USE.
3. PRUNE TREE AS DIRECTED BY LANDSCAPE ARCHITECT
4. BRANCHING HEIGHT TO A.A.N. STANDARDS
TREE PLANTING/ STABILIZATION
N.T.S.
4" MULCH OR TOPSOIL (MIN.)
6" PCC SURFACE COURSE (TYP.)
-- - - COURSL t3LLUW
CONCRETE BUFFER
BASE COURSE AND
ABOVE 12"
EXTENSION OF
PAVEMENT BASE
NOTE: SEE LANDSCAPE BERM DETAIL FOR TREE PLANTING. COURSE
CONCRETE BUFFER
N.T.S.
CUT BACK SLOPE '
TO PROVIDE A
FLAT SURFACE
FOR PLANTING
EXISTING GROUND
STAKE SIZE SHALL BE ONE SIZE HIGHER'`
THAN REQUIRED FOR SIZE OF TREE.
REFER TO SITEWORK SPECIFICATIONS `
FOR APPROVED MATERIALS AND
INSTALLATION REQUIREMENTS.
4 INCH DEEP SAUCER `<
i
REMOVE BURLAP & ROPE
FROM TOP 1/3 OF THE z
BALL
UNDISTURBED SUBGRADE - _ N
PLAN
STAKE SIZE SHALL BE ONE SIZE
HIGHER THAN REQUIRED FOR SIZE
OF TREE. REFER TO SITEWORK
SPECIFICATIONS FOR APPROVED
MATERIALS AND INSTALLATION
REQUIREMENTS.
6 INCH DEEP SAUCER
SET TREE AT ORIGINAL DEPTH.
REMOVE BURLAP, WIRE AND
STRAPS (ANYTHING THAT COULD
GIRDLE TREE OR RESTRICT ROOT
GROWTH) ON UPPER 1/3 OF
ROOTBALL.
UNDISTURBED SUBGRADE
MULCH/ TOPSOIL BACKFILL
ROOTBALL AND TRUNK
TREE STABILIZATION AND
FERTILIZATION SYSTEM
MULCH/ TOPSOIL BACKFILL
ROOTBALL AND TRUNK
TREE STABILIZATION AND
FERTILIZATION SYSTEM
LANDSCAPE BERM WITH TREE PLANTING/STABILIZATION
TREE WRAP
4 INCHES MULCH OR TOPSOIL (MIN.)
FINISHED GRADE
BACKFILL MIX
DEEP ROOT FERTILIZATION AND WATERING
N.T.S.
4 INCHES MULCH
( SEE LANDSCAPE NOTES
FOR TYPE OF MULCH )
12„ IF SHRUB IS B & B, THEN
�y REMOVE BURLAP & ROPE
1 FROM TOP 1/3 OF BALL
J� - =BACKFILL MIX
UNDISTURBED SUBSOIL
SHRUB PLANTING
N.T.S.
EXISTING GRADE
OR PROPOSED GRADE
4 INCHES MULCH
SEE LANDSCAPE NOTES
FOR TYPE OF MULCH )
CUT BACK SLOPE TO -
PROVIDE A FLAT SURFACE
FOR PLANTING IF SHRUB IS B & B, THEN
REMOVE BURLAP & ROPE
..� FROM TOP 1/3 OF BALL
BACKFILL MIX
UNDISTURBED SUBSOIL
SHRUB PLANTING ON SLOPE
NOTES: N.T.S.
1. SET TREE AT ORIGINAL DEPTH. REMOVE BURLAP, WIRE AND STRAPS (ANYTHING THAT COULD GIRDLE TREE
OR RESTRICT ROOT GROWTH) ON UPPER 1/3 OF ROOTBALL.
2. SEE LANDSCAPE NOTES FOR THE TYPE OF MULCH MATERIAL TO USE.
3. PRUNE TREE AS DIRECTED BY LANDSCAPE ARCHITECT
4. BRANCHING HEIGHT TO A.A.N. STANDARDS
TREE PLANTING/ STABILIZATION ON SLOPE
N.T.S.
LANDSCAPE
'SOIL (MIN.)
J AND WAFERING
DEVILS
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REVISIONS
BY
DRAWN BY DFA
CHECKED BY
DFA
DATE:
8/18/08
SCALE: N/A
JOB No.
07-156
SHEET NUMBER
L-2
OF SHEETS
8028—LP—V3.DWG
W

n�4
BEFORE YOU DIG
STO P
1-800-632-4949
AVOID UMUTY DAMAGES
1 e J \
DP 25-Piug'; 19-Plu
72-Plu4 U3
23,-P1 ww ; _ ; ShAlO TATV 18 DEPTH
�, ug, ' i ` "Al 7 Plu
CFL., ! r" s' l Plug
Pug 19
.. - 55 ,. 7 � Plug g A Pwg - 2 Pi�9'': SMALL 1!�/ LAND UP TO 1 2 ABOVE NORMAL_PO L �9-.Ph wN
_ 55 Spit Plu -Plug
g 2' 19
55 25. Plu O-Plug 20
�. g
12-Plug SPR 12-Plug.f _
---
�i_4„� �' �sF6. �-, ; DEEP P; I 3 D DEPTH
GRAPHIC SCALE
( IN FEET )
I inch = 20 ik
f
Construction in accordance with these documents is
required by the stormwater permit. North Carolina
WET DETENTION 15A51N # rules require that the A NCACter system designer
Inspect during construction: certify conformity with the
plans and specs. and certify .ompliance with the
sformwater rules. (15A NCL ?h tODB (j )
SA/6o�I/o� � I �u�a�
DETENTION POND LANDSCAPE PLAN
PermitptE� .)ato
by,. , b-i�.� NC ;)i i,inn of Wafter /(]n_ajpty/
sheet N L.'3 t''ikUi �n (lnte! � L/�.S/Dy
GRAPHIC SCALE 1% r
30 00 120 240
( IN FEET )
I inch = 60 M
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BY
12/ 15/08
tate Comments
dfa
DRAWN BY DFA
CHECKED BY
DFA
DATE:
10/01 /08
SCALE:
I "= 20
JOB No.
07-15G
5HEET NUMBER
L-3
OF SHEETS
N
/O
V/
cr
8028-DP-W-M

1
■
CALL NC ONECALL
BEFORE YOU DIG
STOP 64
AVOID UTILITY DAMAG50
PLANT SPACING AS PER PLAN
4* MULCH AS TSPECIFIED INSTALLED
BEFORE PLANTING
PREPARE BED AS PER SPECIFICATIONS
;LI I "I i 1�1n l'- I-1l(
I -I I ,111-1 I I TI 11= I I. 1 I-11 �I I I -I I I
:ILL � I I-III=III-1
PLUG PLANTING DETAIL
NOT TO SCALE
PLANT SCHEDULE
SHRUB AREAS CODE COMMON BOTANICAL CONT QTY
Al SWAMP MILKWEED A5CLEPIA5 INCARNATA PLUG@ 24" OC 787
CF YELLOW CANNA CANNA FLACCIDA PLUG@ 24" OC 351
5ED SEDGE CAREX CORIACEA PLUG@ 24" OC 33G
SPR SPIKE RUSH ELOCHARI5 QUADRANGULATA PLUG@ 18" OC G44
WW WATERWEED ELODEA CANADEN515 PLUG@ 181t OC 289
55 SWAMP SUNFLOWER HELIANTHU5 ANGU5TIFOLIU5 PLUG@ 24" OC 457
IV BLUE FLAG IRIS VER5ICOLOR PLUG@ 24" OC G22
JJ JUNCU5 JUNCU5 EFFU5U5 PLUG@ 24" OC 520
EG EASTERN GRA55WORT LILAEOP515 CAROLINEN515 PLUG@ 18" OC 595
CFL CARDINAL FLOWER LOBELIA CARDINALI5 PLUG@ 24" OC 433
WN WATER NYMPH NAJA5 GUADALUPEN515 PLUG@ 16" OC G%
BPW BLUE PICKEREL WEED PONTEDERIA CORDATA -BLUE' PLUG@ 24" OC 413
DP DUCK POTATO 5AGITTARIA LATIFOLIA PLUG@ 24" OC 514
' LT LIZARD'S TAIL 5AURURU5 CERNUU5 PLUG@ 24" OC 430
GROUND COVERS CODE COMMON BOTANICAL CONT QTY
50D TIFT 419 HYBRID BERMUDA CYNODON DACTYLON 50D 24,2G3 5F
ALL PLANT MATERIAL ARE AVAILABLE AT MELLOW MARSH FARM, INC.
WWW.MF-LLOWMAP,5HFAP,M.COM - (910) 9G7-0078
LANDSCAPE PLANTING:
The landscape contractor shall familiarize himself with the site
conditions and verify them to his satisfaction. The landscape contractor
Shall accept the site conditions and do the work specified without additional
compensation for possible variation from grades and conditions shown.
Prior to construction the landscape contractor shall be responsible
for locating all underground utilities and shall avoid damage to all
utilities during construction. Should the landscape contractor cause
damage to any utilities, he Shall make necessary repairs as quickly ae,
practicable without additional compensation.
All plant material sizes and measurements, including trunk, head and
Spread Sizes, container and rootball sizes, quality and condition shall
conform to the standards set forth in the current issue of "American
5tandardS, for Nursery Stock" (ANSI ZGO. 1).
All plant material are subject to the approval by the owner, and may
be inspected at the place of growth or at site before planting.
The landscape contractor shall be responsible for maintaining, in full,
all landscape planting work (including watering, spraying for insects
and diseases, mulching, mowing, fertilizing, cultivating, edging and
weeding) during installation and until acceptance by the owner.
The landscape contractor shall completely guarantee all landscape planting
work and materials for a period of two (2) full years from the date the work
has been approved by the owner as installed. All plant material not in a
healthy growing condition shall be removed immediately and replaced as Soon
as practicable with like kind at no charge to the owner.
The landscape contractor shall be responsible for obtaining soil samples
from top soil and native or fill soils at the site and submitting them to
an approved soil testing laboratory, and obtain analyses and recommendations
for amending these soils and fertilization of specified plant material. Sods shall
be amended as per recommendations of the soils laboratory prior to beginning
planting operations.
All planting areas, shrub beds and trees shall be mulched with a minimum
compacted depth of four (4) inches of mulch as specified. Prior to mulching
apply a pre -emergent herbicide (approved by the owner) as recommended by the
manufacturer, to prevent recurring weed and grass growth.
All disturbed areas of the site shall be either grassed or planted
immediately after grading in order to prevent soil erosion. A permanent
vegetation cover shall be provided throughout all unpaved areas of the
site, adjacent disturbed areas and nght-of-way (R.O.W.). All work within
any R.O.W. shall conform to standards and specifications of local and/or
State Jurisditcons.
GRASSING:
All disturbed areas Shall receive 4" minimum of topsoil (compacted) and
grassed with sod or seed as indicated on the plan.
Seeded areas shall be grassed with a mixture of G5% Common Bermuda and
35% Annual RyeGra55 at a rate of ten (10) pounds per 1,000 sq. ft. of
grassed area. Seed shall be Spread evenly over entire area with an approved
mechanical spreader sowing equal quantities in two (2) directions at right
angles to each other. Seed shall be raked lightly into the top 1 /8" of soil,
rolled lightly and watered with a fine spray. All seeded areas shall be mulched
with a clean, seed -free, dry hay or straw spread uniformly to form a
continuos blanket not less than 1 I /2" loose thickness.
Sodded areas shall be grassed with Centipede sod. Sod shall be
lard with claee, tight fc;t:ng Joints, whcchshall be laid cn rows para!!e! to the cortcur
contour lines. All Sodded areas shall be rolled to achieve a smooth, uniform lawn
and top dressed with sand.
All slopes equal to or greater than 2: 1 shall be covered with jute mesh,
staked, and hydroseeded for proper 5tbilizatcon.
Fertilization and soil amendments for all grassed areas Shall be as per
laboratory analysis. Hydroseeding may be substituted for mechanical seeding
by mixing seed, fertilizer and pulverized mulch in water, using equipment
Specifically designed for hydroseed application. Mix until uniformly blended
into homogeneous slurry suitable for hydraulic application. Apply uniformly
at a rate as required to obtain specified seeding rate.
ALL GRASSED AREAS SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT.
SHRUBS AND TREES:
All trees located in grassed areas shall be planted as per detail and mulched
with at least four (4) foot diameter shredded hardwood bark mulch.
Shrub beds Shall be mounded with topsoil G" - 12" in height. Shrub beds shall
be mulched with 5hedded hardwood bark.
Shrub spacing: Unless spacing and arrangement is shown on the plan,
LOCATION AND LAYOUT OF ALL SHRUBS AND TREES SHALL BE APPROVED BY THE
LANDSCAPE ARCHITECT.
Approved Slormwater Permit Documents
Construction in accordance with these documents is
required by the stormwater permit. North Carolina
rules require that the stormwater system designer
Inspect during construction: certify conformity with the
plans and specs; and cerbly compliance with the
stormwater rules. (15A NCAC 2H .1008(j))
Permit SI✓60 — 03 Date l?V- r
byr_: � .-__ NC Division of Vlaterppjity
Sheet it L-- Revision Datel
DETENTION POND LANDSCAPE NOTES * DETAILS
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REVISIONS
BY
%i 2/ 15/08
tate Comments
dfa
DRAWN BY DFA
CHECKED BY
DFA
DATE: 10/01 /08
SCALE:
! °= 20'
JOB No.
07-15G
SHEET NUMBER
L-4
OF 5HEET5
W
cc
8028—DP—V6.DWG