SW6120301_Existing Conditions_20120323

SURVEY NOTE:
ALL EXISTING SITE AND TOPOGRAPHIC INFORMATION SHOWN
BASED ON SURVEY ENTITLED "ALTA/ACSM LAND TITLE
SURVEY OF OUTPARCEL "A" - CAGLE CROSSINGS" DATED
JANUARY 12, 2012, PROVIDED BY CHANDLER LAND
SURVEYING, 309 S. FUQUAY AVENUE FUQUAY VARINA, NC
27526. PHONE [phone].
- LEGEND -
IRF IRON ROD FOUND
PKF PK NAIL FOUND
RMF R/W MONUMENT FOUND
CP CALCULATED POINT
RIPRAP
CONCRETE
R/W
RI GH T- OF- WA Y
VM
VALVE MARKER
SSMH
SANITARY SEWER MANHOLE
FH
FIRE HYDRANT
TBM
TEMPORARY BENCHMARK
BOM
BLOW OFF MARKER
CB
CA TCH BASIN
RCP
REINFORCED CONCRETE PIPE
DW
DOGWOOD
TSP
TRAFFIC SIGNAL POLE
DI
DROP INLET
YI
YARD INLET
UFOP
UNDERGROUND FIBER OPTIC POST
UFOB
UNDERGROUND FIBER OPTIC BOX
TSB
TRAFFIC SIGNAL BOX
FFE
FINISHED FLOOD ELEVATION
CPP
CORRUGATED PLASTIC PIPE
Id
WA TER METER
LIGHT POLE
n
TELEPHONE PEDESTAL
.ky
UTILITY POLE
®
GU Y WIRE
®
WA TER VALVE
E
OVERHEAD ELECTRIC
---- �-
SANITARY SEWER LINE
- SIGN LEGEND -
ST
HANDICAP
S2
NO PARKING
S3
MERGE RIGHT
S4
C&S COMMERCIAL PROPERTIES
S5
PEDESTRIANS DO NOT CROSS
S6
ONEWAY
S7
00 NOT ENTER
S8
WRONG WAY
S9
STREET NAME
S10 CAGLE FURNITURE
S1 T
END ROAD WORK
- LINE TABLE -
LINE
BEARING
LENGTH
L1
S60'08'22"E
80.00
L2
N60'17'01 " iAI
151.84
- rtIRVF TABLE' -
CURVE
RADIUS
LENGTH
TANGENT
BEARING
CHORD
DELTA
521.55
62.77
31.42
S3379'53'W
62,73
653'44'
-Cl
C2
15.00
23.56
15.00
N15'10'11 "W
21.21
89 5858'
C3
50.00
78.47
49.93
N74'47'08"E
70.66
89'55'04'
C4
15.00
21.56
13.12
S7102'27"W
19.75
82'20'45"
C5
i 49.44
78.40
50.18
1 S15'17'26"E
1 70.44
90'50'38"
- SANITARY SEWER INVERTS -
- STORM SEWER INVERTS -
- STORM SEWER INVERTS -
SSMHj7
RIM= 371.06'
Df�j7
TOP= 372.73'
M 1
TOP= 372.32'
INV !N(NW))= 359.96'
INV IN(SE))= 369.50'
INV IN{SW)= 369.09'
INV O11T(SW)= 359.86'
INV OUT(NEj= .369.50'
INV OUT(NW)- 369.03'
SSMH#?
RIM= 391.36'
Druz
TOP= 372, 74'
B 370.72'
INV IN NE - 359.6b
INV IN(SE = 370.01'
INV OUT(SW)= 365.42'
INV 1N S 359.26'
INV 0 T( )= 359.16'
INV ODUT( W)= 370.00.
CB#2
Drg3
TOP= 373.32'
TV 371.95'
INV IN NE = 364.65:
SSMH 3
RIM=j372.08'
INV OUT(SE)= 370.36'
INV IN = 364.65'
INV OUT( W)= 364.55'
INV IN(SW)= 359.88
INV OUT(NE)= 359.78'
D1 j4
TOP 373,53'
Cny3
'
SSMHj'4
INV oUT(SE)= 370.44'
T 372. T }
INV OUT(NW)= 364.51'
RIM= 373.73'
INV IN SW = 360.83'
INV IN NW�- 360.93'
DIMS
T4P 373.65'
C8�14
TOVIP+ 372.43'
INV 0 T(NE)= 360.83'
INV IN(NW} = 370.30'
INV 0 T(SE)= 370.28'
!NV IN(SE))= 367.23'
SSMH,45
INV 0 T(5W)= 367.23'
RIM= 371.94'
INV OUT(NE)= 362.74'
O
TO '
C
TS= 372.97'
SSMH,(16
INV IN(NW : 370.05'
INV OUT( E)= 369.98'
INV IN(SE)) 367.7T
36757'
RIM= 371,69'
INV OUT(NW)=
INV !N(NW 365.19'
INV OUT( )= 365.09'
Dly7
TOP= 374.36'
CRr�
INV I%NW = 369.94'
INV OUT( £)= 369.88'
T 368.13'
INV (368).- 363.13'
SSMHj'7
RIM= 371.34'
INV 0 T(S£)= 362.93'
INV IN N W = 358.74'
INV O T( £)= 358.64'
DI
TOP= 374.91'
C8 7
TOi 368.15'
SSMH16
INV IN(NW - 369.54
INV OUT( )= 369.44'
INV !N(NW)= 362.15'
INV OUT(SE)= 362.05'
RIM- 369.60'
INV IN(NW))- 355.95'
INV OOT(SE)= 355.90'
DIj9
TOP 363.73'
119
SSMHj9
INV (( ))
INV 00T(SE)357.83'
NV lN(SW)�1368.31'
RIM= 355.66'
INV OUT(NW)µ 368,1V
INV IN NW = 349.06'
INV D T( E)= 34ZO6'
Dl10
TOP=368.14'
n�2
INV OUT(SE)= 362.14'
TOP= 367.59'
fNV OUT(SQ= 363.69'
BASED ON FEMA MAP NUMBER 3710958400J, EFFECTIVE
OCTOBER 3, 2006, THIS SITE IS IN FLOOD ZONE X.
DEMOLITION NOTES
A. CONTRACTOR SHALL COORDINATE WITH HARNETT COUNTY TO OBTAIN ALL
NECESSARY DEMOLITION PERMITS PRIOR TO THE START OF ANY DEMOLITION
WORK.
B. SAW CUT AND REMOVE CONCRETE CURB TO LIMITS REQUIRED FOR NEW WORK.
C. REMOVE VEGETATION AND GRASS IN AREAS TO RECEIVE NEW ASPHALT AND
CONCRETE PAVEMENTS.
D. SAW CUT AND REMOVE ASPHALT PAVEMENT TO LIMITS INDICATED ON PLAN,
E. THE CONTRACTOR SHALL DEMOLISH AND REMOVE OFF -SITE FACILITIES WITHIN
THE PROJECT SITE TO INCLUDE BUILDINGS, CONCRETE STRUCTURES (ABOVE
GROUND AND FOUNDATION), SITE LIGHTING STRUCTURES, PAVEMENTS AND
SECONDARY UTILITIES. ALL MATERIALS SHALL BE PROPERLY DISPOSED OF
PER STATE REGULATIONS.
F. ALL PRIMARY UTILITIES DISCOVERED DURING DEMOLITION OPERATIONS THAT
SERVE ACTIVITIES OTHER THAN THE CVS PHARMACY SITE SHALL BE
PROPERLY PRESERVED AND PROTECTED.
G. ALL EXISTING SERVICES ENCOUNTERED SERVING BUILDINGS TO BE DEMOLISHED
ARE TO BE REMOVED (INCLUDING SANITARY, GAS, AND DOMESTIC WATER
SERVICES). THEY SHALL BE REMOVED TO THE PUBLIC MAIN.
H. THE CONTRACTOR SHALL IMMEDIATELY REPORT TO THE OWNER AND ENGINEER
ANY UNFORESEEN OR ADVERSE CONDITIONS, INCLUDING UNCHARTED UTILITIES,
DISCOVERED DURING DEMOLITION OPERATIONS.
GENERAL NOTES
A. CONTRACTOR SHALL PROTECT EXISTING PLANT MATERIAL NOT DESIGNATED FOR
REMOVAL OR RELOCATION FROM DAMAGE DURING CONSTRUCTION.
B. CONTRACTOR SHALL KEEP ALL SURROUNDING PUBLIC ROADWAYS AND
DRAINAGE SYSTEMS FREE FROM DIRT, MUD, AND CONSTRUCTION DEBRIS AT
ALL TIMES.
C. LIMITS OF CONSTRUCTION AND CONTRACTOR STAGING AREAS SHALL BE LIMITED
TO THE PROPERTY BOUNDARY, AND BE AN AGREED UPON AREA WITH THE
OWNER.
D. LIMITS OF DEMOLITION INDICATED ON PLAN ARE MINIMUM. CONTRACTOR SHALL
REMOVE AND REPLACE ASPHALT PAVEMENT AS NECESSARY TO FACILITATE
CONSTRUCTION IN ACCORDANCE WITH STATE AND LOCAL REGULATIONS.
E. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR AND/OR REPLACEMENT
OF ANY ITEMS DAMAGED DURING THE CONSTRUCTION INCLUDING PROPERTY
CORNERS, MONUMENTS, ETC.
DEMOLITION LEGEND
X EXISTING UTILITY STRUCTURES, LIGHT
POLE, TREES, OR SIGNS TO BE REMOVED
F ♦ ASPHALT, GRAVEL, • GUTTER,
• +.�SIDEWALK, • ' CONCRETE TO BE
REMOVED.
E
FH-TB
------
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- MB 2000, PG 74 7
(SEE TC#3, 4, 7& 11)It
N/F CARLETTA R. CAGLE �
PIN 9585-- 70-0210. 0000 ;co - --
MB 2000, PG 747 _
LAND USE: VACANT
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1
S6O'10'l 1 "E 279.54'
OL
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c� 0�
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ASPHALT,
1
CURB AND GU R
TO BE REMOVFID -­�
AND REPLACED
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CURB AND GUTTER
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HM'S KIDS, INC
o PIN 9584-69-9707.0000
`n MB 2000, PG 747
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N - NOTES -
Z 1. ALL DISTANCES SHOWN ARE HORIZONTAL GROUND DISTANCES
IN U.S. SURVEY FEET UNLESS OTHERWISE NOTED.
2. ALL BEARINGS ARE BASED ON NORTH CAROLINA STATE PLANE
i COORDINATE SYSTEM (HAD 83).
I J. THERE IS NO EVIDENCE THAT THE SITE IS BEING USED AS A SOLID
I WASTE DUMP, SUMP OR SANITARY LANDFILL.
f 4. THE SURVEY WAS COMPLETED ON JANUARY 12, 2012..
i
5. ALL ELEVATIONS ARE BASED ON NAVD 88,
I
6. THERE ARE NO HISTORIC DISTRICTS OR MORATORIUMS IN EFFECT.
i
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Sip
I GRAPHIC SCALE IN FEET
0 15 30 60
E t E E F
GUARDR
-- - - - - - - - - - - -
FUTURE MEDIAN-
-_..--..-----------------------....--_---------__------------- __-------------_--_--------------------------------
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- OWNER INFORMA TION
`y
HM'S KIDS, INC.
TREE TO BE 3(35 HWY 87 SOUTH
fREMOVED (TYP.) CAMERON,',,NC
PIN 9585-60-4Q95.000
MB 2000, PG :747 I ,
- TOTAL ACREAGE - I
It
It
2.016 A CRES
°°
8 7, 821 SQ. FEET
SIGN TO BE
Q
4
RELOCATED
PAVEMENT CURB AND QUTTER
�U
PATCH TYP. TO BE REMOVED (TYP.)
1
I !
by
m0 75
RCP
NC HWY 24187 SOUTH BOUND
----------------
-----.�....----------------•.---_----...,-.._..._•-----..-..-_- -..
� (PUBLIC R/W - WIDTH VARIES)
(25,000 VPD); 55 MPH
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w w w w w 16" WATER LNE
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CONSULTANT:
KIMLEY--HORN AND ASSOC.
333 FAYETTEVILLE STREET,
SUITE 600
RALEIGH, NC 27601
TEL [phone]
FAX [phone]
SEAL
C
EAL. r"..
032582
PHER �Q • $
C!V=R/
p4�) [r[fm 1�5) (K9::7
lhc(�U (-ej
CONSTRUCTION DRAWINGS
STORE NUMBER:10157
HWY 24/87 & H M CAGLE DR.
HARNETT COUNTY, NC 28326
OWNER/DEVELOPER:
REDDLANDS, INC.
116-103 WILSON PIKE CIRCLE
BRENTWOOD, TN 37027
PH [phone]
FAX [phone]
REVISIONS.
LAYOUT COORD: COB
PLANNING MGR. COB
DRAWING BY: WJB
DATE: 03/05/2012
JOB NUMBER: 012426052
TITLE: EXISTING
CONDITIONS AND
DEMOLITION PLAN
����IR�11•�:��C�I
COMMENTS:
C-2