SW7060612_APPLICATION_20060915

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
❑l CURRENT PERMIT
LJ APPROVED PLANS
ISTORICAL FILE
COMPLIANCE EVALUATION INSPECTION
DOC DATE�(j�}/�
YYYYMMDD

--C FIFE 103.5
1"1cCo4RT14r BOULEV4RD
38i9' 24'
ZONING DATA
ITEM r` REQUIRED ACTUAL VA
�� M "TABLE on C
MIN. LOT SIZE (POW OF 9252144 OF
MIN. LOT WIDTH 100 FT 240.94 FT IP5
MIN. STREET FRONTAGE N/A 240.%4 FT
MIN. SETBACKS
FRONT (EAST) 25 FT FT fQ I
REAR (WEST) 30 FT FT — — —--- ---1--
SIDE (NORTH) 10 FT FT
BIDE (SOUTH) 10 FT FT - - ---
MAX. BLDG. HOT. 50 FT 43.40 FT
MAX BLDG.COVERAGE I I
PARKING SPACES
MULTI -FAMILY — -- — -------
14 - ONE BEDROOM UNITS 14 14 m X
I6 - TWO BEDROOM UNITS 32 32 A
1 PER 4 UNITS
30 UNITS / 4 8 8
TOTAL 54 54
HANDICAP SPACES 3 3 W
IS' 24'
X I ,
m
I I
2 I i
X �
I Ol0' BLDG. SETBACK 5
10' D.U.E. _
TYPE 'B' SCREEN YARD,
SEE DET. A/C2.1
McADEN, RUFU5 Y. 4 Mc.AOEµ MICMAELE
8-208-C-3000
DB 1605 Fps 1037
ZONING C-3
USE - VACANT
S.R. 1393
RUM
50UTH6AT
Ma lia or
1� 3
Oe
� RIDCGE .�<�♦ I290
/1
VICINITY MAP
North
LEGEND
EXISTING NEW
I u I BUILDING LLJJ
O BITUMINOUS PAVING
CONC. SLAB OR PAVING
---- ----- CONTOUR ELEVATION _—iIOO)--
Cc . 100m SPOT ELEVATION . (Iwo)
�= SD= STORM DRAM LINE —w SD —
STORM DRAM INLET ■0
--C>= STORM DRAM MANHOLE —t--
HEADWALL OR ENDWALL —�
�— --SS-- SANITARY SELLER LINE —SS-
- --@— — SANITARY MANHOLE --0—
CLEAN OUT
CO
L— —X— 3 RAIL FENCE X
— XX — SOLID WOOD FENCE — XX —
SILT FENCE—a--a---e
CONC. CURB 4 GUTTER
----W---- WATER MAN —W-
5' ADJACENT
MT FACILITIES --
-
ACCESSIBLE ROUTE
TO -T---- TELEPHONE CONDUIT —T—
(DINING FACILITIES)
5% MAX. SLOPE 4 --- G---- GAS LINE —G-
2% MAX. CROSS SLOPE
---- E---- ELECTRICAL CONDUIT —E—
A V FIRE HYDRANT Y
�`� H� 5 GONC GATE VALVE N
\ 1'� R8' SIDEWALK 1 0 o PIPE BOLLARD c
z PROPOSED RpI PROPOSED LIGHT POLE �(
4 BAY BUILDING `VTELEPHONE OR UTILITY POLE ''O..
"w GARAGE ` FFE 104.3 I O SIDEWA K TYP. — — — — PROPERTY / ROW LINE
m�\ / / �• I MCCARTHY COUR"i -LG
EAuEMENT LINE
16.4' ® 0 8-045-500m QQ IRON PM OR PROPERTY COINER
♦ /
103.9' 28.33'
FIFE 10.15 0. DB Pr= m?Is
` t ZONING G-3 STONE MARKER OR PROPERTY CORDER
01 USE - SERVZE
G' RD 891v CONC. DUMPSTER PAD / ? 3i1 ' NUR5/N5vREST-N01 F- BUILDING SETBACK LINE -------
\ 1h, SEE DET. /C2.1 t CONC. SIDEWALK
x �
w�Ci 1 ` \♦ 0 Existing Building SCALE �• • •—
Q�'" FFE 103.0
s t
�� ♦ : vD tl:b � I o RIPRAP
1 \ 3 `4 I I 3 RAIL FENCE 14h♦' o TEMPORARY DIVERSION DIKE ))))))))))))))))
* ♦ ♦ \ O .aM .`: O (MATC4 EXISITNG «'6
♦ \♦ .�%jx-� \k�k\`` HY COURT EROSION CONTROL MAT
FENCE)
.'� \♦ x�� k�� _ _ 4' CANOPY TREE
+\1 ♦ y k�-- — — — —x—x }\` I IP5 SITE DATA
S, \ 1® }�♦ / t I, PROPERTY OWNER
si�� * ♦ ♦\♦ k +\♦ / 4 McGARTHY COURT II, LLC
�` \ ♦ ♦ ACCESS I �I NSH,NTINA10
McADEN RUFUS Yt McADEy MIGHACREENBORON�HCAROL221
— -
8-?08-C-0m5 ,•F _ — _ � CONTACT - MR, MIKE BATT]"IAN
cq
OB Firms 0252 * �!
2.DEVELOPER
ZONIONI NG C-3 s � � McCAR1HY COURT II, LLC. d
U5 -COMMERCIAL GENERAL OFFICE `•'ice \ �'t WET DETENTION POND
I h 300 NORTH GREENE STREET, SUITE 1000
GREENSBORO, NORTH CAROLINA 21401
W
W
♦ �{ NORMAL POOL EL. 99D k • N CONTACT - MR MIKE BATEMAN c
N; u
3. REFERENCES
\ D.B. 1218 P, 0684 z z O; O `tS
` k k TYPE B SCREEN YARD, D.B. 2023 P. 0090 "' �-
IPF .\\k\ / BEE DET. A/G2.1
4. ADDRESS ` Z 3 s v
McCARTHY BOULEVARD w > w 3 ! +
I?i• + ` ��� �k� 0 + /Q a� /m, TOCRAVEN COUNTY X, O w N
BLDG. SETBACK m m TOWNSHIP NO. S a ; ? ` C c
4V' D,U.E. 0 0 NEW KERN, NORTH CAROLMA rL z u rt
Ex atvg Bwlding s p\+ �"><-�et••�x I 0 0 5. PARCEL I,D, NUMBER ? a� o +
+ --- ---------------- - ; $-a < > U i
GATE 6. ZONING DISTRICT u/ z
IPF I W C-3 - COMMERCIAL �l
1�
T. PROPOSED USE S 3
MULTI FAMILY RESIDENTIAL r
E �07./4 j ---------------- — 8. LOT SIZE = 2.124 ACRES
aft ------------• EXISTINGB BUILT
UPON AREA UPON AREACAMACRES ACRES 400%)
TYPE 'B' SCREEN YARD, IPS FIROPOSEDFUTURE BUILT UPON = 0.00 ACRES (000%)
SEE DET. A/G1.1 TOTAL BUILT UPON = 0.91 ACRES (45i1%)
N 06 5047?" to 1 DISTURBED AREA = 2.0 ACRES (94.16%)
UNDISTURBED AREA = 0.124 ACRES (D.84%)
NOTES
I. TOPOGRAPHIC DATA AND GEOMETRIC DATA FROM SURVEY BY ATLANTIC SURVEY 4 DESIGN,
/ PA. 1305 COUNTRY GLUE ROAD NEW BERM NORTH CAROLINA, DATED JANUARY 30, 2006.
2. THIS SITE IS LOCATED IN ZONE C PER FJ.RM. COMNM LAITY PANEL 310490030 B, EFFECTIVE
FLAMINGO DEVELOPMENT LC 8-208-G-005A DATE FEBRJARY 11, 2003 THE SITE IS LOCATED APPROXIMATELY 1200' FROM THE NEAREST
06 2394 PG 0320 100 YEAR FLOODWAY,
ZONING C-3
USE - VACANT EFF/RD ALLIANCE LLC 3, THE PROPERTY IS NOT LOCATED IN A DESIGNATED WATER SUPPLY WATERSHED AREA,
8-208-C-00F 1
DB 2394 /=6 0323 I 5/57ER5 UE5TAY LLC 4. A HYlR1� I�CT�WETLANDS OF E D PLAR ADD ON S A T OF WATER TM INED BY THE
ZONING C-3 8-208-C-006
USE - VACANT I DB 2329 Fir 0105
ZON/LAG C-3 GRAPHIC SCALE
USE - VACANT
MWV
RUI'I
�,�..
a
.O
'
� f
h�
® � i
..A
I
O
Group
ARCH ITECTU RE
ENGINEERING
PLANNING
INTERIOR DESIGN
4807—C Koger Boulevard
Greensboro, NC 27407
Telephone [phone]
Fax [phone]
www.triad—designgroup.com
O;''V OR4 ", ;0
=C== SEAL n=
°9JH CAR��'•'
1994
I/11110
APRIL 21, 2006
M
c 1
� O
A
Mk Date Description
Revisions
Z
a
ui
Date
APR 21, 20M
Drawn By
FCS
Check Eiy
LAH
Job No.
05-065-001
Sheet
4
�i .{
( M FEET )
I Inch = 20 ft.

Rue Rim l00.l
iv INV w• -
....
6" VALVE' VAL
P' 1cCART"-IN r SOUL F V AR) S R. 13 93 �X
2" VALVE 1 V BOX
CONTINUATION
DRAI C23 x ImID•97 65' paved/public RRW ���
................
EXTEND To COMMERCE DRIVE ' 7�iU 0� (a /®!73
8" TEE 11 [-TIE TO EXISTING 8" MAIN "
BAN, M H, M �s
6 GATE VALVE TOP
SEE DRAWING CP
W/-
�9
FIRE HYDRANT
INV. OUT 96,T0
Y
aw:a4%a"8AN.8EllER
a"w
-
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---- -�102 J•R=�'9®-
--- G ------
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_
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-- G----'_._..G._.-.-.-.----
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G ---- - G --- _-
--- ----
/
x 100.17
I I ♦ x
`
.1l x 100.52 ....... ,�-
h
: -'.'- Q
I01.28c IID 9 9 E
xIID2 1 40,10
..- ...........
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......
.....................................................................
(240.94'.Totall ..... - -R
x 101.1ID
-----
---0- --
kim2
--------
e
M.IIDn
Ps
�a�y-
I .(100.1I
00.1)
oo eiss fIO0.38)+ KI00.44)
(00.38
--
--l10�.]4T*-
-------- ----------
TOP
INV. N 94.18
NV. OUT 94.58
- - -
I -
(
--
�� J
- ---- I
/ fix/ Y.r �
------ ------ -------
--_ /� /� /�%� %�
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x IIDIb3 �•. 2 1
in
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x
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1 t
MCADEN, RUFU5 Y. t ricAOEN M/CHAELE
8-208-C-3000 x
ZONING C-3 t
USE - VACANT IPF
x IID1.41 ,
NOTE - CONTRACTOR TO TIE ALL ROOF DRAINS
TO STORM DRAIN SYSTEM. SEE ROOF PLAN
FOR ROOF DRAIN LOCATIONS.
Fr,al mrf Pi„lH,nn
UTILITY NOTES
PAP
r�
i
- - -N - - -
r
a
A,
�0 I01.39
�ry
m�
8" WATER LINE
2" DOMESTIC TAP G I I
2" DOMESTIC M,4TER....
j I
`
.- GAT
90UTNlia
COMMERCE
Dr
Ma
a
II PARK
s
Cl
R
o
@%AVe
3
3
1309 $
to
�
to
6
"V
ycr
S
R
o
QUAI
RIDGE
"1 1290
I\
VICINITY MAP
North
LEGEND
EXISTING NEW
86 LF 6" DIP WATER LINE BUILDING LL_JJ
j BITUMINOUS PAVING
IV 98/9 / CONC. SLAB OR PAVING
` O ,�, Q /---�0---- CONTOUR ELEVATION-�IOOY-
` T SPOT ELEVATION • (10010)
^/�i • -��.- / J� C �" SD= STORM OMAN LIPS tea" so -
STORM DRAIN INLET .0
6'x4 " REDUCER (7- STORM DRAIN MANHOLE --- 0
• 1
HEADWALL OR ENDWIALL --`
/ I --86-- SANITARY SEWER LINE -Sa-
,!: - SANITARY MANHOLE -(a-
/,/ CLEAN OUT co
t/ I 0 -X- 3 RAIL FENCE -X-
S I 0 - xX - SOLID WOOD FENCE - XX -
'1
98,21
...
_
1�?
COMC. CURB 4 GUTTER
NV, 10092
T� P•
12" Sp
t •
�,
� • V I I I
----W----
WATER MAIN
-W-
- �`
(103SIIDl•5
•
(103s) I
( 38) 1038
I) %
i; I I
----T----
TELEPHONE CONDUIT
-T-
Ip;
`'
i
I
• I
---•G----
GAS LINE
-G-
' %'
8" ROOF LEADER
"
118 LF 4 DIP WATER LINE
--E----
ELECTRICAL
LAWN INLET
TYP.
/
`
11 I
I
CONDUIT
-E%-
x102.31
TOP 103.1
INV, OUT
+lIO38)
/
y
` 1 I'
;i
FIRE HYDRANT
Y
�)
♦� `� • fir.:, ' CO 10(8
ELECTRIC RDOM
��` +i' '
D4
GA V
GATE VALVE
N
`` i ,�g)
('�.. '•' .
44 LF 12" HDPE
........... • •'
/PIPE
I
` 0
o
PIPE BOLLARD
o
%• l
` 4
0
:'
! -
• Ob% SLOPE
FIRE DEPT. CONNECT
CONNECT DOwNB OF
1
I
I m
ROPOSED
`�
' I ry:
1043)
PROPOSED
BUILDING
RPZ BACKFtow
[
PREY ( )
RPZ DOMESTIC
I I
% `:, I 1:dDER'aROUND ELECTRIC
1�/ I INSTALLED IN 4"4 PvC CONDUIT
9 LIGHT POLE
'G TELEPHONE OR UTILITY POLE
A
ew
1
'
:.'
•ry IP9 '\ ♦
`
MCADEN RUFUS Y. If Mc.ADEN MICHAE
8-208-C-005 `.
DB /833 FY 0252
ZONAts C-3
U8 - COMMERC AL GENERAL OFFICE
I. EXISTING UTILITIES SHOWN ARE FOR REFERENCE ONLY, CONTRACTOR SHALL VERIFY WITH
UTILITY COMPANIES THE EXACT LOCATION, SIZE, AND DEPTH OF UNDERGROUND UTILITY
LINES,
2. ALL UTILITY STRUCTURES (MANHOLES, POWER POLES, ETC.) VISIBLE AT THE GROUND
SURFACE WERE FIELD LOCATED, THERE MAY BE OTHER UNDERGROUND UTILITIES ON THIS
SITE WHICH ARE NOT SHOWN ON THE PLANS.
3. SEE PLUMBING DRAWINGS FOR CONNECTIONS TO BUILDING SERVICES,
4, ELECTRICAL AND TELEPHONE LINES SHOWN FOR CO-ORDINATION ONLY. SEE ELECTRICAL
PLANS FOR SITE LIGHTING, TELEPHONE, AND POWER LOCATIONS,
5. ALL WATER LINE CROSSINGS OF SANITARY OR STORM SEWERS SHALL PROVIDE A
MINIMUM VERTICAL SEPARATION OF 16".
6, SITE UTILITY CONTRACTOR WORK SHALL TERMINATE AT 5' FROM THE BUILDING,
1. CONTRACTOR SHALL INCLUDE N HIS BID THE COST FOR WATER NSPECTION, SEWER TAP
FEES, WATER AND SEWER INSPECTION FEES, WATER METER CAPACITY USE FEES,
CONNECTION COSTS, AND BONDING (IF REQUIRED).
S. SEPARATION - INSTALL WATER MANS AT LEAST 10 FEET LATERALLY FROM EXISTING OR
PROPOSED SEWERS, UNLESS CONDITIONS PREVENT A 10-FOOT SEPARATION. WHERE A 0-
FOOT LATERAL SEPARATION IS NOT PROVIDED, THE WATER MAN SHALL BE LAID N A
SEPARATE TRENCH OR N THE SAME TRENCH AS THE SEWER ON A BENCH OF UNDISTURBED
EARTH WITH A MINIMUM VERTICAL SEPARATION OF 18 INCHES FROM THE TOP OF THE
SEWER TO THE BOTTOM OF THE WATER MAIN.
S. UTILITY OWNERS ON THE SITE ARE AS FOLLOWS, WATER 4 SEWER - CITY OF NEW BERM,
ELECTRICAL -NEW BERN ELECTRIC, TELEPHONE - BELL SOUTH, NATURAL GAS -PIEDMONT
NATURAL GAS.
x IIDmfE 104.3 N RISER x' 10 m (CONTRACTORCONDUIT)
TO SUPPLY - - - - PROPERTY / ROW LINE
4" OCOA LOW PREY, 1---_-_-
SIDEWALK TO MAINTAIN i
2% MAX, CRO88 SLOPE N RISER ' MGCARTHY COURT: _C EASEMENT LINE
x I ' / �, I ® 0 8-045-5000 Q• IRON PIN OR PROPERTY CORNER
TAPER I p DH 1221 hY 0119
119 /
�� x IID • x 1�.72 / RISER ROOT 1 41038� '/ I I USES- SERVICE 0 STONE MARKER OR PROPERTY CORNER t NURSING/REST HOLE BUILDING SETBACK LINE - - _ -
Y
t ,
--`,�♦ x IID1358,R0OF LEADER 8"X12" WYE, / / �/' /� I I I •' I ELECTRIC METER SEE ELEC. PLAN ® COPiG. SIDEWALK
TYP. Exlet/ng Building �• • • SWAI F -�• • ••-
�v+ ♦ --'3 i /-�. ] FFE 103.0 47pgq()
♦ 1IO3, •- (1038) (1038) h ' ( ,- �� ti I RIPRAP
TRANSFORMER ON TEMPORARY DIVERSION DIKE ))))))))))))))))
♦ - �_x ii� I � - �' / 1 -1 ; I �
CONG. EQUIP. PAD EROSION CONTROL MAT
♦ p) •�x�---- --- - " ��k - �� / ; 't I I 1) 0 SEE DET. WC2.1 (VERIFY SIZE W/ CANOPY THEE
CITY OF NEW BERN)
Tx�}�. 1P5 i I I SITE DATA
-----(!OI)•- 1 --- ---- �_----� `♦�#'\♦ ' 1. PROPERTY OWNER
! •♦ .+\ i / 1 1 ' t MaCARTHY COURT 11, LLC
♦ �♦ k4;: --- -_--,/ ' _---- 0�-- - f100)- - _ ♦�♦ v♦ ` \_ ,/ 1 1 i All ; > I I I s00 NORTH GREENS STREET, SUITE 1000
` xTS; _ _ _ _ ` �i - - 1 ( ; 1t 1 GREENSBORO, NORTH CAROLNA 21401
♦ , ` , \�``� `,` ♦``` ` `,``��``��- `+``�� ----•- _-• -------`♦ ♦♦ \� � •47: / �_ 1 / 1 1�; I I W II CONTACT - MR MIKE BATEMAN
- 1 k
` 7 - `�. `---``.-- �__ ��-----f91)•-- f-_-_-`� •� �� i sT ; ti �1 .DEVELOPS I 2 R
- - . �: t - �' ,I "�; I - - I MCCARTHY COURT II, LLC.
_-R(aER f ♦ ♦ J 1 ` -- 1 ' �' I 300
•� `- -UELT DETENTION POND : 1 1 , 1 I I NORTH GREENS STREET, INA 2 10 1
`- � ` � • � `• -- � ` ` - l�"b4L.P00t EL. 99,0' �• SEE POT. I 1 1 : 1 ; � � I GREEN880R0, NORTH CAROL R•IA 21401
M/C2.1 1 : i �; � , q; I � CONTACT - MR MULE BATSMAN
196J -- 0
`! 9e. I 3. REFERENCES
•
`�'� �- ``•\ W --- �----- �. ;'� ::x / 1 i I I D.B. 1218 P. 0884
IPF-7- -> / / / - • ; I D$ 2023 P. 0~
/ 1
/ / / 1 / I I-- 4. ADDRESS
Oft _ - - ' 12 BARREL 1 / ° + ; MCCARTHY BOULEVARD
- )`
! - .' ,' t Q SEE T. i / 'l0' BLI 0 0 GRAVEN COUNT?
/v )isy �- �k --- t01) - :-:! r v M/G2.1 / : / / , 3ET®A TOWNSHIP NO. 8
4.` N , / , , 1 `/ m 0 NEW KERN NORTH CAROLINA
0LFall DRAM ��
�Q PCs. !� +• - \ r _ x • 1111 MANT. ONL,Y�), �� j4E 5. PARCEL ID. NUMBER
`_��y ./•�� _ _ _ _ _ _ _ _ SEE T, 1 8-2"-C-Oft
1)- ----- - - - .✓' , lam^ 6. ZONNG DISTRICT
4' g�
--.-'� i Lo1x99 3 / L G-9 COMMERCIAL
r - - -- _ _ - ,,'M PROPOSED USE
�Q) /vps. - - -- _ _ - -gW)' . ' .' ,' 1 �i----------------0 0 MULTI FAMILY RESIDENTIAL
472jbE (87/4'/ 6T/4 8" PIPE INV.95b1 I 9ri.$'! rt -e ' C� �, ----- 8. LOT SIZE - 2.124 ACRES
- --------------------
EXISTING BUILT UPON AREA • 0.00 ACRES (000%)
PROPOSED BUILT UPON AREA - 0.91 ACRES 14561%)
FUTURE BUILT UPON = 000 ACRES (0.00111)
N 06 0472" W. - � TOTAL BUILT UPON = 0.91 ACRES (4bA1%)
t - :; DISTURBED AREA = 2.0 ACRES (94.16%)
EX. INV 9524 -- ......-.........
!.::::r 9701 -'97. UNDISTURBED AREA - OJ24 ACRES (584%)
EX 24" PIS.... .............................................::: NOTES
INV. N 9561...........................................
FA
VELOFMENT LLC
-C-005A
$ Fie 0320
NG C-3
VACANT
I• T0PC6R F$4IC DATA AND GEOMETRIC DATA FROM SURVEY BY ATLANTIC SURVEY 4 DESIGN,
PA, 305 COUNTRY CLUB ROAD NEW BERN NORTH CAROLINA, DATED JAN)ARY 30, 20".
2. THIS SITE IS LOCATED IN ZONE C PER FJJRM, COMMWITY PANEL 3104WO30 B, EFFECTIVE
DATE FEBRUARY 11, 200.1 THE SITE IS LOCATED APPROXIMATELY 1200 FROM THE NEAREST
00 YEAR FLOODWAY,
EFF/RD ALLIANCE LLC
3. THE PROPERTY 15 NOT LOCATED IN A DESIGNATED WATER SUPPLY WATERSHED AREA,
8-208-C-00F
DB 2394 Prii 0323
5/5TER5 4ESTAY LLC
4. NO ARISDICTIONAL WETLANDS ARE LOCATED ON SITE AS DETERMINED BY THE
ZONINY C-3
8-208-C-006
AR"'CORPS OF ENGINEERS 4 DEPARTMENT OF WATER QUALITY.
USE - VACANT
i
OB 2329 FG 0/05
ZONING C-3
USE - VACANT
GRAPHIC SCALE
( N FEET )
I inch • 20 R.
Group
ARCH ITECTU RE
EN GIN EERING
PLANNING
INTERIOR DESIGN
4807-C Koger Boulevard
Greensboro, NC 27407
Telephone [phone]
Fax [phone]
www.triod-designgroup, com
\�p\� 0R4R�</,o r;
SEAL
' •PTHCAR��':'
APRIL
M
O
Mk Date Description
Revision$
1
)ate APR 21, 2006
)raven By PCs
;hack 59 LAH
lob No. 05-065-001
C1.2

S
RUM
Rim
N op
...
IcCARTWr SCUL F LARD
S.R.
1393
.........................................../"
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x 100.91 ....................
........
65' paved/public RiW
- -
-
.. .........
.............................
o/j4 PIPE INLET
l6
'0/73
26'x100' TEMP. PROTECTION
GRAVEL CONSTRICTION
"' A✓C2.9
6
Y
lS
..
A
%9 _
b^
•-.... ..... .. ENTRANCE, SEE pET. DDEE PET. E/C23
\��''
/
12 . • . . •• .r.=EARING LIMITS IP6. SILT FENCE, ------ 93'
_�,SEE Ol CJC2.3.-�, mc,1PE.- 11� N
�6 rCONTROL SEE PC ik a
���qr
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5 T"
I ha L
b
I z
cr
VICINITY MAP 1011
SEE SILT FENCE, North
LEGEND
EXISTING NEW
• Inv W.9
_ _ - 1 J /i Y+'"� Rim I0/S
�w•\Y�q/
101PE INLET
.50 x 101.18 \� ;� PIPROMOTION
DEVICE,
SEE PET. M23
MCADEN, RUFUS Y 4f MCAOEN, M/CHAELE
0-200-C-3000
OB 1605 PG 1037
ZCN/h s C-3
USE - VACANT IPF
x 101.41
TEMP. DIVERSION DIKE,
SEE PET. B/C23
NOTE - CONTRACTOR TO TIE ALL ROOF DRAINS
TO STORM DRAM SYSTEM. SEE ROOF PLAN
FOR ROOF DRAM LOCATIONS.
fill
•�' • _
0,PAP
INA
c1 •:;•o�•.I •a
p PAP
•..I •.:' •Y:�
r 44.
I u I
BUILDING
L11111A
BITUMINOUS PAVING
CONC. SLAB OR PAVING
---� O----
CONTOUR ELEVATION
• 100�
SPOT ELEVATION
• (Imm)
==&' SD=
STORM DRAIN LINE
-0' SD -
Ill
STORM DRAIN INLET
■0
-tom
STORM DRAM MANHOLE
-0
_
HEADWALL OR ENPW4LL
--`
- -SS- -
SANITARY SEWER LIRE
-SS-
- -
SANITARY MANHOLE
---�-
_ - -6
GLEAN OUT
- -X-
3 RAIL FENCE
-X-
- XX -
SOLID WOOD FENCE
- XX -
SILT FENCE
--•--•-�
111l W E +. CONC. CURB 4 GUTTER
NV. 10032 TYP. 12" SD L 11 3.1) ,� ,+ / 1----W---- WATER MAIN -W-
_T-
HE 10&5/ �� • (�p1.5 (103B) I l 38) 1038) % Lj
'J ;----T---- TELEPHONE CONDUIT -T-
/ �� :'---•G ---- GAS LINE -G-
/ 8" ROOF LEADER
�, • zIQj131 . --E---- ELECTRICAL CONDUIT -E-
LAILN INLET TTP.
Im98) TOP 103.1 .(1038) `1� FIRE HYDRANT Y
INV. OUT
g` i r'' V ►1
,
• coGO IZtlB ` / 0
`.. GATE VALVE
�` • bg1 ( 3 . 44 LF 12" HOPE I o
• mb% SLOPE /
© �I /
q PROPOSED �� n . ............. PROPOSED TELEPHONE OR UTILITY POLE rn,
PIPE BOLLARD
/ m LIGHT POLE x(
�� GARAGE ;,. W43) BUILDING 11m43) }
C�S�Im0•E 109.3 ' x 99.12 ;' J �' �} ' ' O TEMP. GRADING EASEMENT - - - - PROPERTY /ROW LINE
�` • / \ \` J� / t\� SIDEWALK TO MAINTAIN W� i r, - - - - - - - EASEMENT LINE
! \• �• . 2% MAX, CROSS SLOPE Aj J : ' \� McCARTNY COURT CC
♦J �J / .�
TAPER (10d3) q,. % t I / ® 0 oB2 21 P=*029 IRON PM OR PROPERTY CORNER
FFE 104T CURE 12 • � ' • ZONil C-3 ❑E STONE MARKMR OR PROPERTY CORNER
z 101.19 z 1�' USE - SERVICE
✓q\ ` \\ JJ Ab (J038� , �� ' I / NURSING/REST kOt E BUILDNG SETBACK LINE - - - - - - -
x ` `\
\` S' ROOF LEADER 8'Xr1' WYE, CONC. SIDEWALK
x 10135 TTP. TYR /
`�.JJ `� �S) ^� /✓% �,�' ® 0 Existing Building -�... SWALE �...
FFE 103.0
%, •(I®3B). (Im98) I (1038) / ^�h ��� (' .- ��� I I RIPRAP
TEMPORARY DIVERSION DIKE ))))))))))))))))
x_x- x --- x k -- ,.!'' i , ; ' I EROSION CONTROL MAT
------ - _ - I m
7k�x i i I I TEMPORARY EROSION iv�- CANOPY TIME
"�JJ J`� , • - - �. _ \ , • ' CONTROL MAT, SEE DET. VC23
ti JJ �� -- --- _-(102)�-------}.� I SITE DATA
ASS ` - .• • - - -110U -_- I-__�`.� `.� t\ I. PROPERTY OWNER
--- _ (100) ` , --'/� I McCARTHY COURT II, LLC
900 NORTH GREENE STREET, SUITE 1000
PO4EDAT,^- ' I I GI�BORO, NORTH CAROLMA 21401
r.r-nnc••r ==14 v • M-AA =, M/CHAE J \ \ `�`. ,�`.� �` `�•`. _ ---f98)•---- --_- ' -
_1.41 , -' ; ; I I CONTACT - MR MICE BATEMAN
EROSION CONTROL NOTES ___ I CLEA�eING LIMITS
' JJ � J•r � 41 ``. `. �`.. `-U�ExPIRENjON POND-_ �-- -197)•-------------%�___. �. ,. ,• %I - i , i � I I 2. DEVELOPER
L CF:PICE s-, JJ "�� _ 10 4. `,` r,NORM�t RQOI-:Gy 990' ---- f96)-------------r---•� •��` _ - , Mc0 NORTH
COURT E LLC.
_ 3®0 NORTH GIQEENE STREET, SUITE 1000
• RISER i BA i i .' SCALE No. I GIEENSBORO, NORTH CAROLINA 21401
` `� \ �: , SEA PET•:C/C23 CONTACT - MR MIKE BATEMAN
L SOIL EROSION CONTROL DEVICES MUST DE INSTALLED AFTER THE GRADING PERMIT 18 �J.J � `� ._ RRE)I-
188UED AND BEFORE ROUGH GRADING STARTS. NCDENR STAFF SHALL CHECK THESE J � `. �{ �` �`. `. � I � I � � � 1
DEVICES FOR PROPER INSTALLATION AND COMPLIANCE WITH THIS PLAN. SCALE 3 `` f '97) SEE ---- C2J , , i x�9.4� 3. REFERENCES
SEE DET. G23 �� \ • 187I - _ _ _ _ / �: I
2. ALL EROSION CONTROL DEVICES ARE TO DE INSTALLED IN ACCORDANCE WITH THE O �� k�`. �`.� _-��----- ,� i : i ' DD. 1218 P.0884
APPROVED PLANS AND OMCIFICATION6. ANY CHANGES ARE TO BE APPROVED BEFORE _ '�� k - ' x • 1
CONSTRUCTION BY NCDENR ADDITIONAL DEVICES MAY DE REQUIRED IF NECESSARY. I `�_� `��k�`�- (�)- --__ _'-�_---- : •`_� ; I I Da. 2®29 P.0m90
4. ADDRESS
3. IF FILL MATERIALS ARE TO BE BROUGHT ONTO THIS PROPERTY OR WASTE MATERIALS + ` `\ _ 1g1 • `. • _ / • McCAARTHY BOULEVARD
ARE TO BE TAKEN FROM THIS PROJECT, THIS INFORMATION MUST DE DISCLOSED AND y , + k�k `___ •__-- (I�) - _%� �/ ; ��
GWOWN ON A REVISED EROSION CONTROL AND GRADING PLAN, BORROW AREAS AND �i'r , \ �`�-�k d�)-''(10U -� �' ' t rQ ' •)01BL g B B GRAVEN COUNTY
DUMP SITES, IF REQUIRED, ARE CONSIDERED TO BE PART OF THIS PROJECT AND THE �y ��3" O -,�I� - ( _ _ _ p ET®ACK TOWNSHIP NO. 6
OWNER IS RESPONSIBLE FOR STABILIZATION AND EROSION CONTROL MEASURES AT THESE
_`x�--x-�xs.t - • : i�• ` OU ( 0 NEW DERV NORTH GAROLMA
SITES. PU P 78 ♦ +r' ��•+ \ -�� x�x�X-x -�* :.' .� �' 1 0 !� 6, PARCEL I.D. NUMBER
4. IN AN EFFORT TO MINIMIZE EROSION AND EXPOSURE TIME, EASEMENT AREAS SHALL`--�__------ �!� ,yt� i 1 I 0 8-2m8-C-ME
NOT BE GRUBBED OR GRADED UNTIL UTILITIES ARE READY TO BE INSTALLED, ALSO, THE r �% / + _ -'-- -- ( ) - ; ---� T-----�_ , 8-m4g emmm
-ry y� I b. ZONING DISTRICT
WILLIMMELIMINATE
SEEDING OF DISTURBED EASEMENT AREAS AFTER UTILITIES ARE INSTALLED ,y / + ` - O-1�___`��== __ __--: :-• �,' �,' ' C-3 - $ DISTRICT
COMMERCIAL
WILL ELIMINATE MANY PROBLEMS, EASEMENT AREAS WHICH GROSS OR ARE ADJACENT TO / Q" ,
WATERCOURSES SHOULD RECEIVE SPECIAL CONSIDERATION. / I� - L2- ---- _ -
5. ALL TEMPORARY EROSION CONTROL DEVICES MUST BE MAINTAINED THROUGHOUT Q TEMP. ROCK ?m0' _ ' /
CONSTRUCTION N ACCORDANCE WITH NORTH CAROLNA EROSION AND SEDIMENT CONTROL �Q U CHECK DAM _ - - �� �� / 0 0 1. PROPOSED USE
REQUIREMENTS. DEVICES MUST BE INSPECTED BY THE CONTRACTOR AFTER EACH PERIOD Q� N05• Q �^ny �� �' / 9 m MULTI FAMILY RESIDENTIAL
OF RAINFALL, BUT NOT LESS FREQLENTLY THAN ONCE EACH WEEK ACCUMULATED CLEARING LIMITS 4773"E 6)/4' - - --�1 �- �i � 1/r
pp (8j/4j ��O ` �'� '•--------------- - S. LOT EXISTING BUILT UPON AREA • 0.0 ACRES (9)"%)
SEDIMENT MUST BE REMOVED AND DISPOSED OF SO AS NOT TO HINDER THE "P - - _ - _ - _ - _ - _
IZE - 2.124 ACRES
PERFORMANCE OF THE EROSION CONTROL DEVICES. ANY DEVICE NEEDING REPAIR OR / IP5 ---------- PROPOSED BUILT UPON AREA • V.91 ACRES (4%61%)
REPLACEMENT MUST DE ADDRESSED IMMEDIATELY. ADDITIONAL STONE MAY BE � .'�/ �
REQUIRED PERIODICALLY AT CONSTRUCTION ENTRANCE TO PREVENT TRAFFIC FROM TEMPORARY EROSION / FUTURE BUILT UPON - 0.00 ACRES (0m0%)
CARRYING SEDIMENT ONTO EXISTING ROADWAY. CONTROL MAT, SEE DET. C/C23 N 06 0422" W;•,. • `� _ TOTAL BUILT UPON - 0.97 ACRES (4bl
6. SIDE DITCHES 2% OR STEEPER SHALL BE RIPRAPPED, OR SEEPED AND STABILIZED WITH "I ' - DISTURBED AREA • 2� ACRES (ES (1 .6
EXCELSIOR MATTING (OR OTHER APPROVED MATERIAL), OR STABILIZED BY ANY OTHER :::.: = 97.0/ . 97._. T UNDISTURBED AREA = 0J24 ACRES (804%)
METHOD APPROVED BY THE EROSION CONTROL OFFICER IEEM SEE DET Gil ................._.I....---.... NOTES
ES
1. ANY SLOPE INDICATED STEEPER THAN 3 TO I SHALL BE COVERED WITH EXCELSIOR PIPE INLET _ -
MATTING TO PREVENT EROSION AFTER SEEDING. SEEPING OF THESE SLOPES SHALL PROTECTION CLEARING LIMITS/ I. TOPOWAM41C DATA AND GEOMETRIC DATA FROM SURVEY BY ATLANTIC SURVEY 4 DESIGN,
OCCURIM MEDDAYS OF ESTABLISHING FIR16W GRADE, ALL EXP06M
OF ANY PHASE OF GRADINGSWALEB SHALL SEE PET. E/C2.3 PROPERTY LINE PA" 308 COWTR7 CLUB ROAD NEW KERN NORTH CAROLMA DATED JANAlART 30, 2006.
BE EDED WITHN 3
S. SITE AREA = 2.124 ACRES
FLAtl DEVELOPMENT LLC
S-?OS-
PROPOSED BUILTAPON AREA = 011 ACRES (45,61%)
DB 7394 xC 320
Fra0TURE
FUTURE BUILT -UPON AREA = 000 ACRES (000%)
-
ZONING C3
TOTAL BUILT -UPON AREA = 0.91 ACRES (4Sb1%)
USE VACANT
DISTURBED AREA - 20 ACRES (94.16%)
EFFIRD ALLIANCE LLC
UNDISTURBED AREA • 0,124 ACRES (5,64%)
5-206-C-00F
OB 7394 FG 0323
t SOIL TYPES
ZONING C-3
Va6 - VALE SANDY LOAM, 2 TO 6 PERCENT SLOPES
USE - VACANT
VaC - VANCE SANDY LOAM, 8 TO IS PERCENT SLOPES
10. PROVIDE GROUND COVER ON EXPOSED SLOPES WITHIN 21 CALANDER DAYS FOLLOWING
COMPLETION OF ANY PHASE OF GRADING, PROVIDE PERMANENT GROUND COVER FOR ALL
DISTURBED AREAS WITHIN IS WORKING DAYS OR W CALENDAR DAYS (WHICHEVER IS SHORTER)
FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT,
11, THE OWNER OR RESPONSIBLE PARTY IS RESPONSIBLE FOR THE LONG TERM MAINTENANCE
OF THE GRGINDCOVER ON THE PROPERTY, GROUNDCOVER MUST BE MAINTAINED TO A
/
DEGREE THAT PREVENTS SOIL EROSION AND SEDIMENTATION AT ALL TIMES.
SISTERS UESTAY LLC
8-108-G-006
OB 2329 FG O/05
ZCNil C-3
USE - VACANT
2, THIS 617E IS LOCATED M ZONE C PER F.I.RM, COMMUNITY PANEL 3104SM30 B, EFFECTIVE
DATE FEBRUARY 11, 2003 TI$ SITE IS LOCATED APPROXIMATELY 1200' FROM THE NEAREST
00 YEAR FLOODWAY.
3. THE PROPERTY IS NOT LOCATED IN A DESIGNATED WATER SUPPLY WATERSHED AREA.
4, NO JIRISDICTIONAL WETLANDS ARE LOCATED ON SITE AS DETERMINED BY THE
ARMY CORPS OF ENGINEERS 4 DEPARTMENT OF WATER QUALITY,
GRAPHIC SCALE
21
( IN FEET )
I Inch • 20 rt.
Triad'
Design
Group
A R C H I T E C T U R E
ENGINEERING
PLAN NING
INTERIOR DESIGN
4807-C Koger Boulevard
Greensboro, NC 27407
Telephone [phone]
fax [phone]
www.triod-designgroup.com
\�IIii11,��
SEAL
r :•.yo
•.9jy CAR��\�
�11nII�
APRIL 21, 2006
�i
0
MIN
D
V
Mk Date De6crlptlon
ROV IS IOne
Z
06
4Z
r
Z
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CL
Ca
WO
1'w
W
W
O
CA
v
Date
APR. 21, 2006
Drawn Ey
FCS
Fleck By
LAN
Job No.
05-065-001
C1.3

STANDARD 2'-0" CONCRETE
CURB 4 GUTTER
1
LANDSCAPING NOTES
SPILL 2'-0" CONCRETE
CURB 4 GUTTER
CAWpY_aftTREE WATER WCANOPY TRM MAT bE A MNrW OF TWO NCHEe N WLIFER MEA&ARAD SIX WWA ABOVE GRADE U*N - .0
(/�Tfj`,N PLMIIED. WEN MATURE, A CANOPY TREE SFM D BE 4C NGH AND HAVE A MNMM CRM WIDTH OF 3P. On4ER CAICPY ® ..
TREES MOT SE A MNMI'I OF TIM NGIES N CALMER MEASIIIIED SIX kWA ABOVE GRADE MEN PLANTED. �
�D
uNbrUP6TORY WATER UN UNDERSTORY TREEe MUST W A MNMJ'I OF ONE NCH N CALM MEASURED SD( NCHO ABOVE GRADE WE1
TIME PLAITED. WEN MLAnW AN UNOERSTOW TREE SHOULD BE 2F TO 40 HIGH OTHER UIb MTORY 711111316 MUST W A
Aft MNMIi OF ONE NCH N CALI'ER MEASURED SIX NCIES ABOVE GRADE WEN FLAMED. 2'-0•
GWU* ALL APPROVED WATER Wet S NU* U" REQUIRED PLANING TECINIQUES PLAITED PARALLEL TO THE EDGE OF MOUNTABLE 2' -0" CONCRETE
PA WMG LOTS, ACCESS DRIVES, LOADNG AND MDADMG AREAS AND CUMDE STORAGE 64ALL W EVEIRt'+IM
® MULLED AT A MNMt1 SIZE OF 0 No ES, SPREAD OR HEIGHT WNDN FLANTED Alb REACH A MNMMUM 14EW4 OF 36" AND CURB 4 GUTTER
A MNKM SPREAD OF 30•, REQUIRED WATER WIN 8I44,016 N OTHER LOCATIONS, OUTSIDE OF THE AREAS LISTED ABOVE
MAY m EVEILIIEBI OR DECM)UR*, BNALL BE THREE GALLON N Sin A6 PER iNN 6T*VARDB AT 7IE TM OF WTALLATI@U DETAIL 5/C2.1
NO
2. LANDSCAPING SHOWN IS CONCEPTUAL FOR SITE PLAN APPROVAL/PERMIT ONLY. SCALE
DETAILED LANDSCAPE FLAN TO DE SUBMITTED WITHIN 90 DAYS OF BUILDING PERMIT ISSUANCE.
SPECIFICATIONS
A. EARTHWORK
I. SATISFACTORY SOILS - UNIFIED SOIL CLASSIFICATIONS
GIN,GP, GM, GO, SW, 8M, ML, CL
2. COMPACTION - COMPACT SOILS TO THE FOLLOWING PERCENTAGES OF
MAXIMUM DRY DENSITY AS DETERMINED BY ABTM 06W
SUBGRADE AT BUILDINGS 4 PAVEMENT 100%
FILL AT BUILDINGS 4 PAVEMENTS 98%
FILL AT LAWNS 95%
3, PERFORM I COMPACTION TEST IN SUBGRAOE OR LIFT OF FILL OR BACKFILL
FOR EACH b000 OF OF BUILDING OR PAVEMENT AREA OR WOOD OF OF LAWN
AREA.
B. PAVEMENTS
1. ALL WORK SHALL CONFORM TO NCDOT STANDARDS.
C.CONCRETE
I. ALL WORK SHALL CONFORM TO ACI STANDARDS.
2. CONCRETE FOR CURB 4 GUTTER WALKS, ETC. SHALL BE Ne•3b00 PSI
• 26 DAYS, AIR -ENTRAINED.
3. CONCRETE FOR PAVEMENTS SHALL HAVE MIN. FLEXURAL STRENGTH OF 550 PSI
D. STORM DRAINAGE
1. ALL WORK SHALL CONFORM TO NCOOT STANDARDS.
2. CONCRETE PIPE - ASTM C16 CLASS 3 WITH BUTYLMASTIC JOINTS
3. ALU'MINU'1 PIPE - AASHTO M-156 AND M-191 WITH GASKETED JOINTS.
4. HOPE PIPE - AASHTO M294 INTERIM, TYPE S, WITH SILT TIGHT JOINTS.
b. FILTER FABRIC - NCDOT SECTION I0b6 - TYPE 2
6. RIP RAP - NGDOT SECTION 066
E. SEEDING
SEEDBED PREPARATION
- RIP THE AREA TO DE SEEDED TO A MINIMUM( OF 4" - 6".
- REMOVE ALL LOOSE ROCKS, ROOTS, ETC. LEAVING SURFACE SMOOTH AND UNIFORM
- APPLY SEED, AGRICULTURAL LIME, FERTILIZER AND SUPERPHOSPHATE UNIFORMLY
AND MIX WITH THE SOIL. RATES ARE BELOW.
- SEED ON A FRESHLY PREPARED SEEDBED AND COVER THE SEED LIGHTLY WITH
SEEDING EQUIPMENT OR CULTIPACK AFTER SEEDING.
- MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
RATES
- AGRICULTURAL LIMESTONE 2 TONS/ACRE
- FERTILIZER 10-10-10 AT 800-1000 POUNDS/ACRE
- SUPERPHOSPHATE 500 POUNDS/ACRE OF 20% ANALYSIS SUPERPHOSPHATE
- MULCH Ib TONS SMALL GRAIN STRA (ACRE (APPROXIMATELY (PC BALES)
- ANCHOR CRIMP STRAW INTO SOIL WITH MAC44ME OR TACK WITH LIQUID
ASPHALT AT 400 GALLONS/ACRE OR EMULSIFIED ASPHALT AT
300 GALLONSIACRE.
PLANTS 4 MIXTURES PLANTING RATES/ACRE PLANTING DATES
TALL FESCUE 100-00 LOS. AUG. D - OCT. Ib
(LOW MAI4TENENGE) FEB. Ib - MAY I
TALL FESCUE 200-2b0 LIM. AUG. ID - OCT. Ib
WATERWAYS AND FES. Ib - MAY I
LAWNS (HIGH MAINTJ
BLEND OF TWO TURF- 200-2D0 LBO AUG. D - OCT. Ib
TYPE TALL PEBCUES FED. D - MAY I
(1116) AND TWO Oft
MOR IMPROVED
KENTUCKY DLUEGRA88
VARIETIES (10%)
(HIGH MAINTENANCE)
TALL FESCUE I00 LOS. FEB. Ib - MAY 1
AND KOBE AND AUG. WS - OCT. IS
OR KOREAN 20-2b LDS,
LESPEDEZA (*I)
TALL FESCUE AND 50 LDS. NOV. 1 - FEE. I
SERIGEA LESPEDEZA 60 LBBJAGRE (UNSCARIFIED)
TALL FESCUE AND 60 LDS JULY 4 AUGUST
GERMAN MILLET OR AND
SUDANGRASS (4) 30 LIM.
TALL FESCUE 10 LIM. NOV. I - JAN. 30
AND RYEGRAIN (02) 25 LDS.
COMMCN BERMUOAGRASS 8 LBO. (HULLED) APRIL D - JUNE 30
15-20 LOIS (UNHULLED) FEB. I - MARCH 30
(h) FOR SPRING SEEDINGS, USE SCARIFIED LESPEDEZA SEED. POR LATE FALL AND
WINTER SEEDINGS, USE UNSCARFIED SEED.
(42) ANNUALS SUCH AS MILLET, SUDANGRASS AND RYEGRAIN MUST Be KEPT AT
10 - 12" MAXIMUM HEIGHT.
IS' LEVEL
FI-
100�--------1010 \ \
I
(t, PROFILE EMERGENCY SPILLWAY
10.
I FL.10230 4
�I
EL. 1010
SECTION - EMERGENCY SPILLWAY CREST
EMERGENCY SPILLWAY
(I" YEAR DESIGN STORM)
DETAIL L/C2.1
NO SCALE
iM
4" x 4" PRESSURE
TREATED POST
OUTSIDE ELEVATION
INSIDE ELEVATION
PAIR OF WOODEN GATES OF
I•x6• SIDING
I" TYPE 8955 SURFACE
2" TYPE IMM ONDER
e- c.Aoc
LIGHT -DUTY PAVEMENT
DETAIL C/C2.1
NO SCALE
(6" CAP
(60 TRIMMER 411x4" POST
t6" SIDING UNLESS OTHERWISE
NOTED ON PLAN -
NOTE -
ADJUST TO in
HEIGHT OF
CASTER
WFEELS
ON GATE in
c6" CAP
)
(6" TRIMMER
K4" RAIL MIR.) CONC.
I"x4" CAP OVER
GATE ONLY
12" CAME BOLTS
3" CASTER WHEELS
OUTSIDE GATE ELEVATION
r 10.r 10.
PLAN
SLOPE 1%
- & SLOPE
FOR "W•6'-®" OR LESS
E•EXPANOION JTOINT
RESERVED PARKING SIGN,
TYPE R1-86 AND R1-6d OR R:I-8E
AS APPROVED FOR USE
UNDER GSs 2031-6
(MOUNTED ON POST)
USE 'VAN ACCESSIBLE"
SIGN IN ADDITION TO
D•DUMMY JOIN PR�ORMED INDICATESIGN D �. DN
JOINT PATTERN EXPANSION
1/4"1 3/8" JOINT MATERIAL
IV
MAX
,s V8•! R�..-'�� V8"! R ;r MAX
DUMMY JOINT JOINT DETAILS EXPANSION JOINT
PREFORMED f
EXPANSION
JOINT MATERIAL
Y O
IAI-0Y
1�
11
Ip,_0N
ED
SPACES
E D D
ra- 1 I I
SPACES
SPACES
E D D
I I I
E D D
I I I
E D
I I
SIDEWALK IS FLUSH WITH
THE PAVEMENT IN THIS AREA
CONC.
SIDEWAL.K -
SL. DN.
MAXMII'7 SLOB N
wwx«v Y•AGq AND
Wr6 ""-I- M 11
4• PBR N.
4" PAINTED
STRIPPING, TYP.
TURN DOWN AS
4" KEQUIEP "SAD9 TO
IN 4" 3 8 6 BCTR 8
AT ASPHALT PAVEMENT AT GRADE AT ASPHALT PAVEMENT HANDICAP PARKING DETAIL
NO
WITH S�DE�WALICJOIN�TB S EDGE DETAILS
DETAIL E/C2.1
I A SI EWALK DETAILS SCALE In 10.
3/4" CHAMFER
TYP. -�
Lyw5t:i)
,I A 11 CAP
I"%6" TRIMMER
I"x6" SIDING
24x4• RAIL (TYP.)
POST ELEVATION
NOTE - ALL LUMBER
SHALL BE PRESSURE
TREATED
12• STRAP
HINGE
ASPHALT
TYP C L D
DETAIL D/C2.1
NO SCALE
• IS EW CTR'D
��� IIIIII
a=1111=(III=dft
=(III=1. _
=1111- - 1111= II
If11=1111=
1=1
4" Olk"D STONE --I
6"
TYP. 3 SIDES
EQUIPMENT PAD
DETAIL H/C2.1
NO SCALE
CONC.WASH
6"# STD. PIPE
FILLED UW3000 PSI CONC,
PAINT YELLOW UV NON -
RUSTING EXTERIOR PAINT
FINISHED GRADE
•
FOOTING,
30" PSI CONC,
METAL CAP
WELD 4 GRIND
SMOOTH
21_mN
TYPICAL BOLLARD
DETAIL J/C2.1
EL. 0100 • 10124 EL. 1010
F.L. 010 • IWAI EL. 1000
EL. 01 • IM36 EL. SW
3 BWALE FOREDAY SEE PLAN EL. 960
NBTALL AFTER ALL AREAS DRANANG
I INTO POND ARE 6TA15ILIZED EL. 960
- - - - FLOODWATER STAGE
- -------------- -----------
TEMP. W,Q. STORAGE
-I'
I _ - - 3 - - - - - - PERM. Wa STORAGE
VAN ACCESSIBLE
-SIGN lA8 REQ'D.)�
1
RT-8
R1
R'I-8D
1 u l I u
L L-J
SIGN MOUNTING HEIGHTS
CONDITION I - PEDESTRIAN PATH DOES NOT PASS UNDER OR AROUND SIGN.
CONDITION 2 - PEDESTRIAN PATH GOES BY, UNDER OR AROUND SIGN.
FPESERVERbNG
RESERVED
PARKING
� � J
RESERVED
PARKING
(MUTCD•RI-8 - ONXIO")
L
LAX
UM
VAN MAXIMUM TY
PENALTY
ACCESSIBLE $250 (MIUTCD4 RI -SE 12'
(M UTCG RI-8A - 12"x9") (MUTCD4 RI-80 - 12"x9")
COLORS
LAERTTTEER� �� BORDER -GREEN
WHITE S;W ON BLUE BACKGROUND
BACKGROUND -WHITE
HANDICAP SIGNAGE DETAIL
DETAIL F/C2.1
NO SCALE
ALUM. EXPANDED
METAL TRASH
GUARD TOP
(6) 401 ORIFICIES
2- V8" THK ANTI -VORTEX
�- PLATES (ALUM.)
L0.1
HELICAL ALUM.
DN 14 GAGE PIPE
8". POND
DRAM
NOTE -
DRAWING NOT TO SCALE.
INVERT OF DARREL IS 026' ABOVE
THE BOTTOM OF POND
1'
WO ­
POND RISER
(10 YEAR DE61GN STORM)
RISER - SEE (I 1REQWRED)
DETAIL M/02.1 DETAIL M/C2,1
NO SCALE
10.
MIN. 1
EL. 10230
I CONSTRUCT DAM WITH
IMPERMEABLE SOILS.
COMPACTED TO 95% STD.
PROCTOR DENSITY
I 3
MLL MAXSLOPE V80x4'-04 SQ ALUM. PL
I I SPILLWAY I
1 BEYOND
3 I 20'
FLANGE JOINTS WITH
3/8" NEOPRENE
GASKET
ANCHOR INTO CONC.
COAT WVPROTECTIVE
COATING
Q10. b.96 CPS
SECTION
6
I
_
I
PIPE OUTLET DEVICE
DUMPSTER PAD
�' SHELF
_ _ _
PERT"' SEDIMENT sT°RaGE
- -
SEE DET, E/G23
I L
J 1
DETAIL G/C2.1
11 TH . HCOOT
D' MAX.
µCDOT I
461 STONE
GLASS D STONE 9
'1
-SEEP C RS)
L
NO SCALE
2,1 2,
PROVIDE WATERTIGHT
CONNECTION TO BARREL
SEDIMENT BASIN CALCULATIONS
60 LF n"• AP- 0b0% MN
�BAOCFILLUVIMPERMEABLE
BASIN DRAINAGE DISTURBED SED. STORAGE SED, STORAGE
SEDIMENT TOE MAX. SED.
DESIGN DEWATER
WEIR
SOILS COMPACTED TO
No. AREA AREA REQUIRED PROVIDED
DEPTH DIMENSION
DEPTH OUTLET FLOW (010) TM
RISER BARREL LENGTH WET DETENTION POND /SEDIMENT
BASIN 'A'
9b%8ro• PROCTOR DENSITY
A 2.12 AC, 20 AC. 3,600 CF 11,280 OF
2' WA
2' 8"
CIF' 1.43 CFO 2-4 Wit
SEE POND DETAIL
DETAIL N/C2.1
WET DETENTION POND CALCULATIONS
NO6C.&E
ON -SITE OFF -SITE
FOND DRAINAGE BUILT -UPON BUILT -UPON
AVG. PERM. UQ
POND AREA
POND AREA TEMP, WQ.
TEMP. W.Q.
PERMANENT SEDIMENT FOREBAY VOLUME FOREBAY VOLUME W.Q.
W.Q, RELEASE
TIME OF
WEIR
No. AREA TO POND AREA TO POND AREA TO POND
STORAGE DEPTH SA/PA
REGUIRED
PROVIDED STORAGE REQ'D.
STORAGE PROVIDED
STORAGE REQUIRED REQUIRED PROVIDED OUTLET
TIME
C X4CENTRIATICN 1-10 0-10 1-100 0-100 RISER BARREL LENGTH
1 1.53 AC. 0.91 AC. 000 AC.
30 FT 30
3,815 OF
4,904 OF 3,441 OF
6,29b CF
694 OF 1,300 OF 1,300 OF 104
41P6 DAYS
5 MN.
10 M/HR 15b2 CFO 1000 NMR 11.33 CFO 0•1 ALII'1, 12.1 ALUM. IV,
-NOTE•
" PIPE SHALL BE 14 GAGE HELICAL ALUMINUM OR EQUIVALENT
TB'1PORARY SEDIMENT BASIN 'A' SHALL BE COMPLETELY CLEANED OF SEDIMENT
AND UPGRADED TO FUNCTION AO PERMANENT DETENTION POND AFTER ALL PERMANENT
EROSION CONTROL METHODS ARE ESTABLISHED AS INDICATED ON FINAL 61MCW
PACKAGE DRAwwse,
r ad
Design
Group
ARCH ITECTU RE
ENGINEERING
P L A N N I N G
INTERIOR DESIGN
4807-C Koger Boulevard
Greensboro, NC 27407
Telephone [phone]
Fax [phone]
www,triod-designgroup.com
\R O .... O
O? _-
_�`_ SEAL =6_
~ y0
., CAR��'
111111\\
APRIL 21, 2006
�11
M
ma
Cm
cc
O
01
cc
'
V
M/=
Mk Date De6crlptlon
ROVISIOno
Date
APR 21, 2006
Drawn 5y
FCS
Chock By
LAW
Job No.
05-065-001
C2ml

BASED ON TEST PRESSURE OF 150 PSI
® it
NOTE
HYDRANTS SHALL BE STANDARD
BOLLARDS 3-WAY HYDRANTS.
SEE PLANAPPROVED HYDRANTS -
MUELLER SUPER -CENTURION,
VALVE BOX M4H 0129, AMERICAN DARLING
4 COVER —7 MARK 13-I, KENNEDY KSIA
NOTE
6" GATE
^' VALVE RESTRAINED
VALVE MUST BE
STRAINED TO HYDRANT
p' WATER MAIN OR TEE WITH TYLER SWIVEL
FIRE LINE HYDRANT FITTING OR EQUAL.
ALL MATERIALS DOWNSTREAM
CRUSHED STONE OF FIRE ORPT. CONNECTION
CONCRETE BLOCKING $HALL BE UL/FM APPROVED.
PER APPLICABLE SCHEDULE
HYDRANT SETTING DETAIL
DETAIL A/C2.2
NO SCALE
S
NOTES
ALL MORTAR JOINTS
ARE TO BE 1/2" t 1/8"
BRICK MASONRY CAN
BE STANDARD CLAY
BRICK, JUMBO BRICK,
OR CONC, BRICK
FOR DEPTHS OVER
4'-0" USE STEPS
ON 1'-3" CENTERS.
FFRAME 4 GIGRATE .Ib
SHAPE
NE FLOW _
CMG R OR
25M PSI GONG. ap
SECTION A -A SECTION B-B
NCDOT STD, 840.15 BRICK DROP INLET
(DROP INLET TYPE B)
DETAIL F/C2.2
NO SCALE
PLAN
9" SLOPE AS INDICATED
ON PLANS
4"
ABOVE GROUND ENCLOSURE
SIZE DIM,
3/4", III bN
M y
24
3' 24"
4Y-6Y W.
$y-�y I4LVN
4" CONC, PAD
W/8'x@" BLOC CZUT
tt7—
NOTES
CAW
1. ALL PRESSURE BACKFLOW DEVICES SHALL BE INSTALLED DRY
2. SHUT OFF VALVES SHALL BE RESILENT SEAT WITH FLANGED ENDS
AND HANDWHEEL.
3. ALL INTERIOR AND EXTERIOR IRON SURFACES SHALL HAVE EPDXY
COATINGS TO CONFORM TO ANSI/AW A C550.
4. THE BACKFLOW DEVICES SHALL HAVE 4 TEST COCKS WITH ONE
INSTALLED ON THE CITY SIDE OF THE INLET GATE VALVE.
5, CONTRACTOR TO VERIFY APPROVED BACKFLOW DEVICE MOOLES
REDUCED PRESSURE BF.P./
ABOVE GROUND INSTALLATION
DETAIL 5/C2.2
NO SCALE
FRAME, GRATE AND HOOD
COO STD. 60-5� 45
" I B
NOTES
ALL MORTAR JOINTS
ARE TO BE I/2" s 1/8"
BRICK MASONRY CAN
BE STANDARD CLAY
BRICK, JUMBO BRICK,
OR CONC. BRICK
CONIC. BOTTOMS SHALL
BE PAID FOR AS
BRICK MASONRY
FOR DEPTHS OVER
V-6" USE STEPS
ON 1'-311 CENTERS.
= PIPE HEIGHT
D MN, HI
D
12" V-4"
15" V-6"
CLASS B CONC. loll2'-10"
24" V-2"
SECTION A -A
STANDARD BRICK CATCH BASIN
(NCDOT STD. 640.01)
DETAIL G/C2.2
NO SCALE
12° DRAIN BASIN
6Y NYLOEQIAI ABT
OR EQUAL
SEE PLAN FOR TOP EL.
e� N
n +a ga,g �•
i 9 Q `
CS. PIPE
M FooTING DOIIEL (BAR No)
'B' (F CONST. JOINT B USED)
END ELEVATION
HEAP LL Dn""ONS
COMMON SINGLE DOUBLE
IAA ,H- 15' V_, ILI Y, V
5 1,p" 3'-4" 1'4' 2'--1b" W-0' I. -no b'-n'
104 V-1' I'-10' TAN 5'-W T-3' V-1"
240 W-1" TAN 3'-8' T-y4"' 3'-0' 10'-4'
30' 4'-1' 2'-4' 4'-5' W-10' 3'-So 0'-1'
36' S'-1' 2'-1" W-2" 10'-4' 4'-6' W-10'
42' V-1' 2'-10' W-n" 0'-10, W-3' M-1"
CONSTRXTION 4W W-1" 3'-1" W-8' W-4' W-0' W-4'
JOINT
(NC= 611). 83801)
DETAIL K/C2.2
NO SCALE
— SEE PLAN FOR INV. EL.
LAWN INLET
DETAIL J/C2.2
NO SCALE
CLEANOUT SHALL BE
$"AM" 056044
CAST IRON IN
12"xl2"x6" CONC. PAD
(16'x16"x6' IN COVER
ASPHALT PVMTJ_ CLEANOUT PLUG
CLEANOUT BOX
GRADE
,-.,-ING
CLEANOUT TO BE TRAFFIC BEARING TYPE (TYPO
CLEANOUT DETAIL
DETAIL C/C2.2
NO SCALE
RING 4 COVEF
'r
�0
61_4Y
SECTION X-X
fT9c!._in
WATER LINE 1
. r1 RODS
SUFFICIENT BEARING
AREA TO SUPPORT
CONCRETE
BEARING AREA FROM
TABLES FOR HORIZONTAL
BENDS
CUBIC YARDS OF CONCRETE ANCHOR VERTICAL BEND
PIPE DIA.
III/V BEND
224" BEND
45' BEND
6"
8120
---
16530
12 G.Y.
32410
ID C,Y.
all14440
42 G.Y.
2939O
'-4 G.Y.
5113e
15. C.Y.
1011
22560
-4 C.Y.
45920
15 C.Y.
W200
2.5 G.Y.
12"
32480
1.0 G.Y.
66120
F/4 C.Y.
12WV
3.5 C.Y.
16"
51154
1112 G.Y.
111560
3.0 G.Y.
230%V
CoA3 G.Y.
NOTE - BASED ON 150 PSI TEST PRESURE
NOTE
APPLIES TO DOMESTIC WATER SERVICE AND
WATER MAIN UPSTREAM OF THE FIRE DEPT. CONNECTION
STANDARD VERTICAL BEND ANCHORS
PARTIAL SECTION Y-Y
NOTES
ALL MORTAR JOINTS ARE TO BE 1/26: 1/80.
CONC, TO BE CLASS 'B' FOR BASE.
JUMBO BRICK WILL BE PERMITTED. CONCRETE
BRICK OR 4" SOLID CONCRETE BLOCKS MAY BE
USED IN LIEU OF CLAY BRICK
FOR MANHOLES WITH A VERTICAL WALL DEPTH
LESS THAN 12', BRICK MASONRY WALL THICKNESS
SHALL BE 84.
MANHOLES OVER V-6" IN DEPTH SHALL BE
PROVIDED WITH STEPS 1'-3" ON CENTERS. STEPS
SHALL BE IN ACCORDANCE WITH DET. E/C22
MANHOLE IS FOR 12" - 3611 PIPE.
FOR MANHOLES OVER 12' VERTICAL WALL DEPTH
BRICK MASONRY WALL THICKNESS SHALL BE 12"
SECTION ON CENTERLINE BEGIMIMG AT 121,
STANDARD BRICK MASONRY STORM SEWER MANHOLE
DETAIL H/C2.2
NO SCALE
NO SCALE
Em
RING J COVER
NOTES
CONCRETE SHALL BE CLASS 'A'
TOP SHALL HAVE A SMOOTH
FINISH
3" RAD., TYP.
YARD INLET
STANDARD 4' x 4' PRECAST CONCRETE
YARD INLET COVER WITH RING 4 COVER
DETAIL M/C2.2
NO SCALE
DEDUCTIONS
FOR ONE PIPE
PIPE
SIZE
CM
RG.
1211
0.020
0032
1511
0031
0.041
IS"
0.044
0.06
8" x 8" SRI
PIER AT E�
CORNER TU
COURSES I-
LU
W
Q
F
Q
Vim.
C4
h.
��
QQJ
00
U�
1Q>
l7
Li
a
�
J
W
il
Ibl1/ '
812
1 FT4
I
1
I
I
I
I
I
221/2 •
1653
I FT7
1
I
1
I
1
2
1
45'
3241
1 FT
2
1
1
I
1
4
1
W.
5994
2 FT2
3
1
1
1
2
6
I
PLUG;4239
I FT
2
I
I
I
I
4
1
all
111/4
1444
1 1 Ft
I
I
I
1
1
2
1
221/2'
2939
1 FT2
2
1
1
1
1
3
1
45'
D113
2 FT
3
1
1
1
2
6
I
110.
10656
3 FT2
6
1
2
2
3
11
2
PLUG
1536
TF�Tl
4
1
1
1
2
8
I
10"
1114
2256
I FT
2
1
1
1
1
3
1
2212
4592
2 FT2 1
3
1
1
1
2
5
1
45'
W20
3 FT3 1
5
1
2
2
3
10
1
W.
16651
5 FT2
9
2
3
3
5
11
2
PLUG
11115
3 FT
6
1
2
2
3
12 1
2
12
111/4
3248
1 FT
2
1
1
1
1
3
1
2212'
6612
2 FT2
4
1
1
1
2
1
1
45'
12SW
3 FT7
1
1
2
2
3
13
2
90'
23916
6 PTO
12
2
3
3
b
24
3
PLUG
16556
4 FT1 I
9
1
2
2
4
11
2
REACTION BEARING AREA N SQUARE FEET MEASURED
IN A VERTICAL PLANE N THE TRENCH SIDE AT AN ANGLE
OF 90' TO THE THRUST VECTOR
USE 6"-90' BEND VALUE FOR HYDRANTS FOR ADDITIONAL SAFETY.
NOTE
APPLIES TO DOMESTIC WATER SERVICE AND
WATER MAIN UPSTREAM OF THE FIRE DEPT. CONNECTION
STANDARD REACTION BEARING AREAS FOR
HORIZONTAL WATER PIPE BENDS
DETAIL E/C2.2
CLASS B CONC.
SECTION A-.4
NO SCALE
NOTES
ALL MORTAR JOINTS
ARE TO BE 1/211 t 1/81,
BRICK MASONRY CAN
BE STANDARD CLAY
BRICK, JUMBO BRICK,
OR GONG. BRICK
CONC. BOTTOMS SHALL
BE PAID FOR AS
BRICK MASONRY
COVER
QUANTITIES
BASE
(C.Y.)
H
(PER FT. HEIGHT)
PIERS
(C.Y. EACH
0296
0.330
0.006
STANDARD 4' x 4' BRICK MASONRY YARD INLET
DETAIL L/C2.2
NO SCALE
��������a�����■�0®mmm
om®
in■y ■re
...il.c r+lw uYYsia,rc d .Nla AMW =U1 TLrLQOTI(- SEALANT
SD DENOTES GLA$S 111 RCP WITH TONGUE AND GROOVE JOINTS AND BUTYLMASTIC SEALANT OR DOUBLE WALL
HOPE PIPE WITH CLEATED LOCKING JOINTS (HI-0 BY HANCOR OR N-12 BY AD$)
Tria
Design
roue
ARCH ITECTU RE
ENGINEERING
PLANNING
INTERIOR DESIGN
4807—C Koger Boulevard
Greensboro, NC 27407
Telephone [phone]
Fox 336-218-8010
www.triod—designgroup.com
P0Rq
SEAL1�1/11/1
• lH CAR��''' ; 19g4.
11110
APRIL 21, 2006
M
Oct
cc C
O �y
�1
"1k Date Description
Revisions
>ate
APR 21, 2006
>rawn By
FCS
klack By
LAW
ob No.
05-065-001
4-met
C2m2

DIVERSION
NOTES
I. STONE SIZE -USE 2" TO 3" COURSE AGGREGATE.
USE CRUSHED STONE.
/ 2. LENGTH - AS EFFECTIVE, BUT NOT LESS THAN ISO FEET.
/ 3. THICIOE" - NOT LESS THAN EIGHT(8) INCHES.
pQ / 4, WIDTH - NOT LESS THAN FULL WIDTH OF ALL POINTS OR 25'.
5. WASH NG - WHEN NECESSARY, WHEELS SHALL BE CLEANED
P / O TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO PUBLIC
01 - hj RIGHT OF WAY. WHEN WASHING 16 REQUIRED, IT SHALL BE
/-� NE DOON AN AREA STABILIZED WITH CRUSHED STONE WHICH ` • W. O O O O, DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT
BASK ALL SEDIMENT SHALL BE PREVENTED FROM ENTERING.� (� Q ANY STORM DRAKOITCI-OR WATERCOURSE THROUGH USE
I`li�ll:I
Q OF BANDBAG81GR4VEL BOARDS, OR OTHER APPROVED
METHODS.
O� y 6. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A
CONDITION WHICH RE WILL PREVENT TRACKING; NG• OFLOWING OF
O•• SEDIMENT ONTO PUBLIC Ill OF WAY, THIS MAY REQUIRE
,.. PERIODIC TOP DRE661NG WITH ADDITIONAL STONE AS CONDITIONS
DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES
.J
I
I
••
N.
•�.h.4.
��r.r.
r__. gri�.l ! ice': -
FLOW BE 0' APART.
WIRE 32" MIN. WIDTH HOGWIRE,
10 GAUGE LINE WIRE
FABRIC PROPEX (BY AMOCO) OR EQUAL
STONE 'S WASHED STONE, TO BE PLACED
6" DEEP.
STRUCTURAL STONE SPACING PLACEMENT OF POSTS USING Howse TO BE 10' APART.
CLASS 15' STONE PLACEMENT OF "T6 WITHOUT HOGWIRE TO BE 6' APART.
SEDIMENT CONTROL STONE SILT FENCE
(NCDOT S OR 051) DETAIL G/C2.3
RnADWAY SHOULDER NO SCALE
II' MIN.
. •,
PLAN
12" MIN.
SEDIMENT CONTROL 8' MIN 2' 18" MIN L
STONE (NCDOT S
OR 051) CLASS 'B' STONE
SECTION A -A
TEMPORARY PIPE INLET PROTECTION
DETAIL E/C2.3
NO SCALE
- FLOW
D
EXIST. SAN. MA
TOP 99B
INV. IN (NEW) 89.10
INV, OUT 61.90
n
Rim
Inv
FLOW
LINER (IF REQ'D.)
I � W._ E <1
DRAINAGE SWALE
DRAINAGE SWALE SCHEDULE
BERM
PLACE RIP -RAP AROUND
_ PIPE AS DIRECTED BY
1.. CQ2 AND 010 BASED ON 12" 4.1 INMR 110" 5.8 INMR THE ENGINEER
2. PERMISSIBLE SHEAR STRESSES FOR
EXCELSIOR Ib5 PW
EXCELSIOR CUR -EX II 20 PSF P
EXCELSIOR CUR -EX 111 23 PSF
NORTH AMEiRICAN GREEN 10-300P 60 FW
SWALE
CONDITION
LINER
'H'
'D'
'B'
'T'
SLOPE
MAX. FLOW
MAX. FLOW
VELOCITY
MANNINGS
SHEAR
DEPTH
(CFO)
(FPS)
n
FORCE (P8F)
I
TEMPORARY
EXCEL61014
3
2'
3'
IS'
CAMS
105'
19.68
30D
0035
0b1
I
PERMANENT
GRASS
3
2'
3'
IS'
SACS
121'
2611
331
CO3D
---
2
TEMPORARY
EXCELSIOR
3
1'
1'
1'
0008
0.45'
134
121
C035
0.14
2
PERMANENT
GRA66
3
1'
1'
1'
CAM
064'
2.89
Ib5
0035
---
3
TEMPORARY
EXCELSIOR
3
I'
C'
6'
COONS
030'
0.23
0.41
0035
005
3
PERMANENT
GRASS
3
1'
0'
6'
CAW%
031,
0.41
0.18
0035
---
DETAIL
C/C2.3
NO SCALE
V4" W RE
GRADE_
FILTERED
SECTION A -A
STEEL FENCE POST
FLOW
1�
VARIES FILTERED
WATER
TYP.
SECTION B-B
NOTE
- SEDIMENT CONTROL STONE SHALL
BE No, 5 OR No. 51
- WIRE MESH SHALL BE HARDWARE
CLOTH 23 GAUGE MIN, AND SHALL
NAVE 1/4" MESH OPENINGS.
- TOP OF MESH SHALL BE A MINIMUM
OF ONE FOOT BELOW THE SHOULDER
OR ANY DIVERSION POINT.
- STEEL POST 614ALL BE 5 FT. IN
HEIGHT, AND DE INSTALLED lb' DEEP
MIN., AND BE OF THE SELF -FASTENER
TYPE.
- POST SPACING SHALL BE A MAXIMUM
OF 4' O.C.
- EXCAVATE SEDIMENT STORAGE 2' DEEP
AND 4' RADIUS AROUND ALL INLETS
MULTI -DIRECTIONAL FLOW SINGLE -DIRECTIONAL FLOW
ROCK INLET SEDIMENT TRAP
DETAIL H/C2.3
NO SCALE
STD, 2'-C" 6'
CURB 4 GUTTER RIP -RAP
I �
ASPHALT��
SURFACE
TAPER CURB iv
FLUSH W/
GUTTER
iv
n
PLAN
STD.2'-0" 2.5/I
CURB i GUTTER SLOPE
ANCHOR SYNTHETIC
FILTER FABRIC INTO NOTES
THE EARTH CLASS A RIP -RAP TO BE USED
SECTION QUANTITY OF RIP -RAP REQUIRED FOR
ONE GUTTER WILL BE 12 S.Y.
CURB OPENING
EROSION CONTROL DEVICE
DETAIL G/C2.3
RIP -RAP
PROP.
GRADE
NO SCALE
PLACE NPRAP UP
SIDES OF DITCH -
TOP OF BANK BEYOND
I'
05 WASHED STONE
1' MIN.
TOP OF
WEIR -
2'MK�
ELEVATION
i
8
W
SEE SCHEDULE FOR
Wnl. SIZE
1- = 2A SLOPE
-
SEE SCHEDULE FOR
WxL SIZE
T/CHANNEL
FILTER FABRIC
NCDOT TYPE 2
TYPE 2
PIPE OUTLET EROSION CONTROL DEVICE
(CHANNEL)
PIPE
OUTLET CONTROL DEVICE SCHEDULE
STRUCTURE
TYPE 'W' 'L' d max. d 50 d min. 'T' .0.
V.
P8115")
1 8.15' 1b' 12" 8" 9" 18" 3.14
2b3
MI (368)
2 10.2' IS' 12" 8" 5" 18" 26,18
5.11
BARREL (1211)
1 1' 6' 12" 8" 5" 18" 8.24
10.9
DETAIL D/C2.3
NO SCALE
DITCH SLOPE
TOP
WEIRS
2
6 I
SECTION
ROCK CHECK DAM
DETAIL H/C2.3
NO SCALE
NCDOT
CLASS 15, STONE
FOR CONTINUATION
SEE DRAWING 023
EXTEND TO COMMERCE DRIVE"• ...............
.. ......................................
/ /cCI"'l/� / l� BOUL1.� Y/�tf�✓
65'paved/public RN)
8"xs" TEE
S.
TIE TO EXISTING 8" MAIN
. ....................
""'
SAR M.N. 01
6" GATE VALVE
640 LF 8" DIP WATER LINE
SEE DRAWING C23
FIREHYDRANT TOP
INV OUT 96.10
8"W
8"W
168 LF 8" SAN.
SEWER
. ( .......... - .......�._
81lJ
z
12-
_
_
........
�iiv 9�be 244 LF 8" BAN. SELLER
.......................................................................
1
M.
II .............
......... (240..94' Total)
............................
�
O EXIBTINCs
6AK MA 12
TOP 1010
Q
� �'------------- ---------------
--- CO 9125 -----------
1 O 1100.0 110038H
.(
V WATERR LINE
t�)
INV. OUT 94b8
1- - -
- ----^ -- - - -- -- -- -- -- -- - -
-
46 LF 6" VIP
WATER LOS
Is
I
"(102.48)
(1023)
FIRE
A�If a
Triad'7
Design
Group
ARCH ITECTU RE
EN GIN EERING
PLANNING
I NTERIOR DESIGN
4807-C Koger Boulevard
Greensboro, NC 27407
Telephone [phone]
Fax [phone]
www.triad-designgroup.com
e, ;
-Q. p_
SEAL n-
9r CARD� .
' •!(
lll'`�
APRIL 21, 2006
Nu M
IM
cc %1:9
OJ1. ''c``
MMO V
�i
Mk Date Description
RARVISIOMG
O
v
�
Z
r
Milli
CAW
2
O
O
W
LL
Z
h
tcj
Date
AM 21, 2006
Drawn By
FCS
CFleck By
LAN
Job No.
05-0b5-001
C23
1

y11 MUST
i o �0
r� �O T '
J W Z 2
Q Z � y m
y
BEFORE YOU DIOI
CONTACT ONE -CALL CENTER
1-800-632-4949
TYPE 'B' SCREEN YARD,
SEE DET. A/C2.1
I�
McAOEN, RUFUS Y, t MCADEN, l'1/CHAELE
B-?08-G-3000
D6 1605 Frs /037
ZONING C-3
USE - VACANT
Maiden grass-6
Liy oak ,'
MGADEN, RUFUS Y. t MCADEN, M/GHA LE
8-206-C-005 \\I,
DB 033 Pus 0252
ZONING C-3 S
USE - COMMERCIAL GENERAL OFFfCE ?i9
b6i-ford) hol1412
yin i n r M�'M
Street Planting Yard 383 feet
Symbol Type Botanical name Common name Size Rate Number
Canopy
Tree Quercus Live oak 2" cal 2/100 If 8
virginiana
Shrub Ilex cornuto Dwf. Burford holly 3 gal/18" 16/100 If 36
burfordi nano
Shrub Misconthus Maiden grass 3 gal/18" 16/100 If 12
sin. gracillimus
Live oak-8
warj burf�rd holly-1
Live oak-9
Japanese water iris-15
® 4REBAY
® ® \
Thin damngged-dead nec@tafffi:y. Trees r be set 2" hi her than ez ing rode.
Do not cuf leader Bring prradeeu nt�o tees. Par tree plonxist io�npp!ng and rototilling
9 9 p Remove all synthetic straps, 7or
Planting hole to be three times (3x) ball diameter before planting. Remove all s nt pti rla 2" x 2" x 6' hardwood stakes (3) Prepared backfill amebfal 6" saucer for cont�'th 2 pine bark an6" soun #12 wir , douhled and twist d ti htpro tec� trunk with rubber dose Vs.
-am need soil area- I
4" mulch over entire planting pit 2,; mulch barExistin . �xisting grade 4 pine needl
topsoil
repar d backfill amended with 2" pine r 'me
III— carify edges of tree pit
( =) ( I = I M = III —III_ mound of undisturbed soil to prevents F AM/NCO DEVELOPMENT LLC
Note: shrubs to be set 2 higher than existin-geadis'ooSA
TREE PLANTING DETAIL Prepare entire b,ed for planting by soil amenc9o" 44totilling
FOR TREES 1,, TF��2y1 s4,ec0if��ations. Bring grade up to shrubs. o rNAc-37
SHRUB AND GROUNDCOVER PLANTING `i�T'A'fr
General notes General notes see specifications
1. Contact ULOCO for underground utility location pri�i for under round utility location prior, to beginning work.
Contact General Contractor for location of all other I q
2. Fine grade, all grass, and planting areas for propergoi7 eneral contractor for locations of other utilities.
Rip 10 x 10 area 18 deep. U damage utilities.
Remove all stones and debris before ,beginning. weer Fine grade all areas„ per grading plan for proper drainage.
3.Spread topsoil,, 4' deep. Cover bed with 2' milled pine biRl. air bed areas 18 deep.
4.Till all beds 6' deep. Remove all stones and debris before beginning work.
5. Dig tree pits three tim�rcWdl wystth arfi�bd soil. 3. Spread topsoil. Rototill bpds 8 deep.
lont beds with 2' milled pine bark. Lime. Rototill again.
6. Provide 4 diameter mulch r1n s around trees. Ed e rry� P P 9
7. Match trees of some species to size and shape. roue is' all existing structures during landscaping.
8. Protect all existing structures during landscaping. 6. Contact landscape architect if poor drainage conditions are encountered.
9. Contact landscape architect if poor drainage condl ion cdiE--1(!Pgbo t�ekrigotion equipment and prevent damage.
10. Note location of irrigation equipment and prevent rr4d @n area thoroughly at end of each working day.
11. Obtain authorization of Landscape Architect for aylfhlks9llitu�ts ?NcY��qd@rds.
12Slean area thoroughly gfter completion of work. 1 Wor o e per orr by Ilc nsed Landscape Contractors only.
ebrls to be remove rom site at end of each worksr� gs�b/ation will be verified by Landscape Architect and owner
13Q11 work to meet AAN and Local Government standardprior to p&yorr &tg not in accordance with detail
14Work to be done by Licensed Landscape Contractors o6h)d specifications will be rejected.
Ilandscape Contractor shall verify all quantities shown on Plan.
ICLandscape work shall be ins ected b Landscape Architect and Owner
prior, to pa men tt Landsc. e work rot In accordance with
detail and �oeclflcatlons wli be rejected.
5'-0"
SIGNYARD,
f burfodd holly-12
l l l�s>�#f ( �Li4� Y �k
6 L� I PARK GB 6 UMa T
r
Hr
p
1 5 3
r n m
� 3 ' •y � o
m �
Ave
1309 0 U @ Q 6 yC
1011
vRIDGE cc��� 129m
Little gem magnolia —
PROPOSED
BUILDING
FFE 106.0
Little gem magnolia-
4' Rushes-15
m Ly ® (99) o o e
® O 00 �( s) �00 000
o (9l) �
(96) R15ER
WET DETENTION POND
- NORMAL POOL EL. 99.0' a
Joe pye weed 8
)
O ( 0
\\�0 00 0 0 `0 0 O
(99) a
\��\I ldr/Qgross-15 .
TYPE 'B' SCREEN YARD,
SEE PET. A/C2.1
EFF/RD ALLIANCE LLC
6-208-C-00F
DB 2394 FIG C323
ZONING C-3
USE - VACANT
ak
Russian olive
SISTERS WESTAY I
8-108-G-006
DB 2329 FYs 0/05
ZONING C-3
USE - VACANT
SMalengrass-6
z• RPz Dmm��w
e•Iw•z
h
T 15.42' IPS
Wax myrtle-26
• TYPE 'B' SCREEN YARD,
SEE DET. A/C2.1
Semi Opaque Type B 462 feet
Symbol Type Botanical name Common name Size Rate Number
Canopy
Tree Quercus Live oak 2" cal 2/100 If 10
virginiana
Shrub Ele3gnus pungens Fruitland Russian 3 gal/18" 16/100 If 82
fruitlandii olive
VICINITY MAP
SITE DATA
a�
LEGENN orth
EZISPNG NEW
L PKISIttY CY!@R
IXG4lMT CQNI II. LLL
u
CMLDNG
u
xm xDRIR sReexE erxEEr, aulre wwlm
G/EEMCCMq, HDRIN LMY.LfW 9l/q
�
BIIVIRgR PAYIIG
O
rorr.er - rfe rme euTnxAx
car, eLAm aR PAVLw;
0
1 DEVELQ'ER
IYNfg1RT II. LLD.
—Mm—
G TaWx FYCVr1nW
�wxA—
9Am IYMrN CIOA! enEEr 2 ,AX
aReameam, xaeTtl caRDLHA w nAa
. "0
e T ELF.VArx.N
.1"01
�OLi " rR ^'re a1p'10H
=s• eD= eroR, DRAR LaG
3'Rye
Da P. miner
*TC DR HLET
Da M zms P. mmsm
start oRaw nawloLE
—M
/. UD
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tEADLOLL GR .ICYIGLL
—{
tYDARMY &X LNMO
cwxA`B! f
—N'—
4NYrYii eFLFR LRF
—BB—
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le$� HIl4 KRIN DN\:LIxA
--(D—
eAvrAwr nor s
_
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e. PNe-!L In. WYJ!
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10_0 LLYx.O �lE
— YY —
L9 - CQHRGPL
&Li R31^E
1 MM^ ^CED YX
lun xruLT wmlDemlx
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—W—
YIiRR NAIy
—IY—
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exlarMS050WliAREA.moreTA rm45&
PRanxeD eluwr uAw.uEA . m?r a061 r.ga,e)
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—�
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—[—
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efl
WIG vALK
YV
o
ry{ GmµArp
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x,
LINT ItlLE
A
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rLL[IRYJIE OR Inllm rVL[ v.
___—
PRaPeRtt/RDY LN[
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WM M cw nRmGRtt caHlR
® er0!
Ivawc[R q PRry•6Rr CONK
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eKMKY! 0 Twx I T
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CM1TY Tip.[
Parking Lot trees
Symbol Type Botanical name Common name Size Number
Canopy
III Tree Quercus Live oak 2" cal 10
virginiana
McCARTNY COURT LLC
8-045-5000
DC 222/ F'Y 02113
ZONING C-3
USE - SERVICE
NURSING/REST HOME
Existing Budding
FFE 103.0 2
HERBACIOUS SCHEDULE
sar,na xom.
commm xame
su.
awm
W arolmlum NWbwm
Jos naU
1 al
e
W nlRlo
wM W
1 al
13
0
Ynem
fluWrI
1
1 13
o
uR
ca.a m>.
13
Note:
Plant count approximate. Contractor responsible For verifying all quantities.
All areas to be fine graded.
Areas not labeled to be seeded with wetland seed mix.
2 "FM
Jones C, A b err
Landscape Architectt� A
2945 Buena Vista A 3F
Wins on —Salem N.212
336 724-26�3 0oo�`i
336 724-0484 faio,q R j
JCALAPC@triad. rr. ccrn
revised August 23, 2006
added Wetland shelf plantings to pond
changed site trees to Live oaks per COMB
thy
GRAPHIC SCALE
( IN FEET )
1 Inch = 20 ft.
ARCH ITECTU RE
EN GIN EERING
P L A N N I N G
I N T E R 1 0 R D E S I G N
4807-C Koger Boulevard
Greensboro, NC 27407
Telephone [phone]
Fax [phone]
www.triod-designgroup.com
_,.o0007100006,,.
oa SEAL
D. 15809
� A°=�G1 NEo^��
t'q<<ANe N� o
�0000000000a00
APRIL 21. 2006
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Mk Date Description
Revisions
Date
APR. 21, 2006
Drawn By
FG3
Check By
LAH
Job No.
05-065-001
Sheet
.ACivil\mc-c
2_dwo 8/23/2006 2:12:54 PM

RUA Rim 100.1 -
J_
A \ p A
,7.............
7" IcC,4 'TA-/r
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S R.
13 93
6" VALVE 4 VALVE50X
2
CONTINUATION
DRAWING C23
65' eved1pu&hc R/W
t. VALVE < VAS E90X
\0\9 _
97 ..::::..........—�
EXTEND TOICGOMMERCE DRIVE........... 0(/a
............
/m/.)3
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-
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-
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8 x�" TEE
TIE TO EXISTING 8" MAIN-"''
SEE DRAWING S�3 0�9
'
6" GATE VALVE
FIRE HYDRANT
Nv. OUT 96.10
,p
P
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lib 01i
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( ...
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--- G - --
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-- G --- --�- G -------..G._..r.-.-.-.-- G ----
---.r- 'D� 3 -m t10116) t$02.34
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- - -
x 100.17 11 . x .11 x /00.57.........: h
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-
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� iPJ?. 12Q7w----------------------------^ ! -
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--
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OI •(1001) C0912B (100.38).
---�-----------------
TOPI0IID ("QB,
INV, IN 94.18 - F_
INV. OUT 94.58
m1)' -_(i00_44)-------
---- ----- ----------------------
- - .---- - = - - -- -_ -_ = = _- _- __ -_ _ - _ _ -
-- -- --
---
---'-'
------------4j�______alQ�BZ_------,___====t
- -----_
--
l
i • i
i -a -_ L— h
n 7 ----_---- - .G'—_— — -- --6a-- —_ _—_—_r �—_—_— -- _t�_�—_—F—_ _�}�i �-rt-_-� I'_ —_-- �'ji ii6 xb' TEE
m x 1 r 10? 6 GATE VALVE
Sd FIRE HYDRLINT-
x 11 (_
«�
W + FIRE %`
r HYDRANT xI '•` I ' " x 101.78
IIr/ J
CO '211.13
sob vp
+� s
l0' BLDG. 5E7BACK ,---"5SS 4" DRY
F�.:.
+ I / (iO3b) (103bll 11103b) j
CO 1013 I� CO\ECTlC1
0' D.U.E. 31 41
x 2 ' m ry; EXNTION
v ....y. 1104ID1'!) Ci03
O I 93 i C01100,91
` F �Ym1g1 ) (\01�1 103 5) .: l 31J I •\ 4 (10 .4
\Q0 0I3g
qh
c 8" WATER LINE
2" DOMESTIC TAP 6 � I
a ....... .. 2" DOMESTIC .Mr .
,.t _ RIB
RUP1
RJ)'ll
p I
�. + , P
Z-;, I
COMMERCE
1,1W
1305 2t
O
I QUAIL
I RIDGE
VICINITY MAP
LEGEND
EXISTING
5OUTHGAT
Ma none '��
n m
Ce
19
North
NEW
dI
I 66 LF 6" DIP WATER LINE
�I
BUILDING
16=2
77
BITUMINOUS PAVING
I L �� �„� • /"
I 56.9/
GONC. SLAB OR PAVING
L J
----100----
CONTOUR ELEVATION
--- I00,0 -
,1` �'� ��/'I(.• / � ��� PO ELEVATION . IPJmO)
/�.•' / J4, SD= STORM DRAM LINE --8. so—
'f•�-` STORM DRAM INLET 0
CC STORM DRAM MANHOLE --0—
6"x4" REDUCER
HEADWALL OR ENDWALL
- -SS- - SANITARY SEWER LINE —66—
�: SANITARY MANHOLE
CLEAN OUT �co
I III I z �- —X— 3 RAIL FENCE —X—
® III I j 16 i — xx — SOLID WOOD FENCE — xx —
/
SILT FENCE-•--�---o
CONC. CURB ,UTTER G
INV.10052-7TYP. 983I "S L �'Y0 ) -- / t 1, tlJil' -- � '' � � � � •... � ' _ `� (1�3,1) r 1 � +� �/--W---- WATER MAIN —W—
UFUS Y M ADEN M/CHAELE v t
MCADEN, R c t
8-?OB-G-3000 x I .
DB I605 F''Ys /037 t _
ZONING C-3
USE - VACANT 147 IPF i\ xt101:
x 10• \
t
x
t `
NOTE - CONTRACTOR TO TIE ALL ROOF DRAINS \
TO STORM DRAIN SYSTEM. SEE ROOF PLAN
FOR ROOF DRAIN LOCATIONS. Z t
HE 103.5
/
8
103,601.5 C10 8) I i C, ) 103H) �, ) t '� I iI f t i I ----T---- TELEPHONE CONDUIT —T-
9s
---- GAS LINE —G—
t\ + \ -- 118 LF 4" DIP WATER LINE ---- ---- ELECTRICAL CONDUIT —E —
8' ROOF LEADER / p4
E EL -
t
10131 LAWN INLET TYP.
TOP 103.1 8) \
1 t Fl FIRE HYDRANT Y
x ', c4 \I I I I \ry
\`\' 9• . 44 LF 12 HDPE J , / GA
INV. OUT
" ELECTRIC ROOM CO 101b - ° �\ �. _ I''I Dd GATE VALVE H
`� (�� ( :' • 03% SLOPE ... FIRE E.T.DCONNECT' N PIPE ° PIPE BOLLARD G
PROPOSED \,0 r1 ry. �......-PROPOSED RPZ aaa�LLOWST, AM ; 1 € I
` \ + + I ! �. LKa+dT POLE jZ
/ f 1 + v
\ 4 BA . \©
it GARAGE
HE t � t x I(Gr. 8
t \ .
.
Friwlinn FL ��lNinn
UTILITY NOTES
MCADEN, RUF4)8 Y. 4 MCADEN, MICHAE
8-200-C-005
DB 1,633 PCs 0252
ZONING C-3 s,
US - COMMERCIAL GENERAL OFFICE .9
L EXISTING UTILITIES SHOJIN ARE FOR REFERENCE ONLY. CONTRACTOR 544ALL VERIFY WITH
UTILITY COMPANIES THE EXACT LOCATION, SIZE, AND DEPTH OF UNDERGROUND UTILITY
LINES.
2. ALL UTILITY STRUCTURES (MANHOLES, POWER POLES, ETC.) VISIBLE AT THE GROUND
SURFACE WERE FIELD LOCATED, THERE MAY BE OTHER UNOER3ROUJD UTILITIES ON THIS
SITE WHICH ARE NOT SHOWN ON THE PLANS.
3. SEE PLUMBING DRAWINGS FOR CONNECTIONS TO BUILDING SERVICES.
4. ELECTRICAL AND TELEPHONE LINES SHOWN FOR CO-ORDINATION ONLY. SEE ELECTRICAL
PLANS FOR SITE LIGHTING, TELEPHONE, AND POWER LOCATIONS.
5. ALL WATER LINE CROSSINGS OF SANITARY OR STORM SEWERS SHALL PROVIDE A
MINIMUM VERTICAL SEPARATION OF 16".
6, SITE UTILITY CONTRACTOR WORK SHALL TERMINATE AT 5' FROM THE BUILDING.
1. CONTRACTOR SHALL INCLUDE M HIS BID THE COST FOR WATER INSPECTION, SEWER TAP
FEES, WATER AND SEWER INSPECTION FEES, WATER METER CAPACITY USE FEES,
CONNECTION COSTS, AND BONDING (IF REQUIRED).
8, SEPARATION - INSTALL WATER MAINS AT LEAST 10 FEET LATERALLY FROM EXISTING OR
PROPOSED SEWER5, UNLESS CONDITIONS PREVENT A 10-FOOT SEPARATION. WHERE A 10-
FOOT LATERAL SEPARATION IS NOT PROVIDED, THE WATER MAIN SHALL BE LAID IN A
SEPARATE TRENCH OR IN THE SAME TRENCH AS THE SEWER ON A BENCH OF UNDISTURBED
EARTH WITH A MINIMUM VERTICAL SEPARATION OF 18 INCHES FROM THE TOP OF THE
SEWER TO THE BOTTOM OF THE WATER MAN.
% UTILITY OWNERS ON THE SITE ARE AS FOLLOWS, WATER 4 SEWER - CITY OF NEW BERN,
ELECTRICAL -NEW BERN ELECTRIC, TELEPHONE - BELL SOUTH, NATURAL GAS -PIEDMONT
NATURAL GAS,
(1043) BUILDING " I t I UNDERGROUND ELECTF,. TELEPHONE OR UTILITY POLE "IIl,
2 DOMESTIC �[[ ( 43) ;
+ RPZ BACKFLOaD PREY. I + t , ' I INSTALLED IN 4"0 PVC CONDUIT
+ L x 100•eVE 104.3 IN RISER ROOM x + B ' I m (CONTRACTOR TO SUPPLY — - - — PROPERTY / ROW LINE
SIDEWALK TO MAINTAIN 4" DCDA BAG LOW PREY.: § c�-��1 ' ® CONDUIT)
`+� I EASEMENT LINE
2% MAX, CROSS SLOPE M RISER nD i� 9 �1 '�- I T-------
McCARTNY COURT LLC
9 ii ' 10 I ® m 8-045-5000 U IRON PIN OR PROPERTY CORNER
TAPER
CIO B 2221 Fi'v C219
x 101.19 x 100.1? S ,Y.� , tl.' ' I: �� N/NCI C - 3
LEI STONE MARKER OR PROPERTY CORNER
e RISER ROOM dUSE
BUILDING SETBACK LINE - - - - - - -
\ x 10135 181 ROOF LEADER 8"X12" WYE, / , / •P.' .' '
�P ' . \� I I I I L ELECTRIC METER SEE E LEC. PLAN II GONG. SIDEWALK
10 I I Ewatin9 Buildm9-... SWALE--►..._
,� i « (1039) is (103b) / v �.' 1 FFE 103.0 RIPRAP
\ ;� Ai TRANSFORMER ON TEMPORARY DIVERSION DIKE
�\ �x—x ----- % x if ! / .•' ,r!- "+ �i T i I ` ,J CONIC. EQUIP, PAD EROSION CONTROL MAT
0 ----- - _ 2.``` SEE D-cT. H/G2.1
- �\_k\+r -1 - _ /I� j I m CITY OF NEW BERN) � CANOPY TREE
-xa9i_ 103)-�- Y�+r�x-\{� � i I ' 1jr
SITE DATA
'----(101) -'- -�- `.� .\ :l , + ' I+ i- i j I L 1. PROPERTY R
-_---- C00)�-- •,`� `� {\ // , �% + I j (i McGA THY COURT li, LLC
• ` ♦yJ�[E _ t FOIIEBAY�^ -Tg�j1 �� - - - �` ` ^ ' + i ' ti I 300 NORTH GREENE STREET, SUITE 1 0
`•F �� - x ��� + ' + { i i+ L°—! GREENSBORO,NORTHCAROLiNA 1
` `� �` • `` • `• ` • - _ - - �� 47 ' )' ' I I I CONTACT - MR MIKE BATEMAN
•--------`
i-•l98)--"�_-`` ` �g i + ' '�+ W
--(9 ---- ``� • , v e�� I ( 2.DEVELOPER
r /J ,4l .�\ �.� `�`•- -- �► \: \ _--� �I + 'iulj I I I MCCARTHY COURT 11, LLC.
\:��` \. T D C`•-`-- -SIR f `t ` .t + • + .Y_• + + �y' I I 300 NORTH GREENE STREET, SUITE i000
\`� `\• L EL. ".0' SEE OPT. P i i ' i yp�+ GREENSBORO, NORTH CAROLINA 21401
I 1 CONTACT - MR MIKE BATEMAN
\ \k >1 ! , _ i' i. • v - x .^" ,9 i x 99.41�7 I i 3. REFERENCES
0.5. 1218 P. 0884
IPF . / �.�\ \ \k(98)- - �------ �.. i I 'D$. 2013 P.0090
�i(� ```. .r._--_-- „ '' `` 4. ADDRESS
_ C�0) l__ - i2" BARREL + ; / % I MCCARTWY BOULEVARD
1- + -�� X` - • i 8EE DET. + i ' CRAVEN COUNTY
v.6[v-_-(hv1)--.-- .!��'/t , M/G2.1 i ,i' i ' IO BLD ®ACK i
`_ IIl�ii • 3ET TOWNSHIP NO. 8
1102) - - J_ ' - -' % a+ : , �`0 J / I ; 10, D.0 z Z I I NEW KERN, NORTH CAROLINA
jx. c�xip
x�x-ix� 8" PC�ID DRAIN 0 \ '.' �'�i�� �I Iz B. PARCEL I.D. NUMBER
'B• \ \ /��� 0.25 vCFO MAiNT.ONLI'�), �! 1
,' S-208-G-00E
-------m z1 8-048-8000
-{' ....-. - U- ,. .% 6. ZONING DISTRICT
1pF . , L�x 99-'` 3 / i G-3 -COMMERCIAL
'. ' '� '� �A 1 1, PROPOSED USE
MULTI FAMILY RESIDENTIAL
~-, 6. LOT SIZE • 2,124 ACRES
?3pE rd7/4j T /4 + ,?5�1.• t-l---=�/?----------------- EXISTING BUILT UPON AREA 0.�?i0 ACRES (0ID'JK)
8 PIPE Nv.95b1------------------------
' PROPOSED BUILT UPON AREA .: 0.'51 ACRES (45b1%)
!� 5 FUTURE BUILT UPON .
N 06'0471 U! _ 'v 4 �. .•4r _ F TOTAL BUILT UPON - 0.91 ACRES (45b1%)
' .�. DISTURBED AREA = 2ID ACRES (94,16%)
EX. MV 9614 UNDISTURBED AREA - 0U24 ACRES (584%)
T
24" PIPE .. .. ... .. ..... ... . . .
INV.
MV.IN 95b1 .......................
'-- I. TOPOGRAPHIC DATA AND GEOMETRIC DATA FROM SURVEY BY ATLANTIC SURVEY 4 DESIGN,
/ Y 1 5 R $ �� PA, 1305 COUNTRY CLUB ROAD NEW BERN NORTH CAROLMA, DATED rANUARY 30, ZOOS.
VA •�/' V� 2, 7-IIS SITE IS LOCATED IN ZONE C PER F.IJ; M. COMMUNITY PANEL 310490030 B, EFFECTIVE
VELOPMENT LLC °
t or DATE FEBRUARY 1-1, 2003 THE SITE IS LOCATED APPROXIMATELY 1200' FROM THE NEAREST
� 0310 ���IIIIII /a. 100 YEAR FLOODWAY.
We
VACANT EFFIRO ALLIANCE LLC 1 �'
8- ?0B- C- 00Fh w `
DB 2394 Fi'i 0313 � � � � V 0 � SISTERS WESTAY LLC � h_] \
ZONING C-3
8-208-C-006
USE VACANT qq ®® OB 2329 Fps 0105 � p
fM i�► �� • USE/ VACANT
3. THE PROPERTY IS NOT LOCATED IN A DESIGNATED WATER SUPPLY WATERSHED AREA.
4. NO JURISDICTIONAL WETLANDS ARE LOCATED ON SITE AS DETERMINED BY THE
ARMY CORPS OF ENGINEERS 4 DEPARTMENT OF WATER QUALITY.
GRAPHIC SCALE
( IN FEET )
I Inch - 20 rt.
A R C H I T E C T U R E
E N G I N E E R I N G
PLANNING
INTERIOR DESIGN
4807-C Koger Bou evarc
Greensboro, NO 27407
Teiephone 336-218-8282
Fox 335-218-8010
www.triod-designgroup.com
O: D�tPORq�:•.GA'.
SEAL
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if
95d0y
,A,;N,
APRIL 21, 2006
Mk Date De6crlptlon
ROVIBIOria
Ord
04
€Am
at
l4
M
Date
APR
21, 2m0
Drawn 15y
FCS
Check By
LAN
Job No.
05-065-001
Sheet
Le
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