NCC230525_Site Plan or Location Map_20230224

:D
U
w
0
a
U
z
0
CL
a
Lu
a
a
o_
U
m
0
0
N
a
0
Lu
0
a
SANITARY SEWER # I
STORM DRAIN CURB INLET #
RIM=343.25
1
INV(NE)=334.50
RIM=347. 13
INV(WEST)=334.45
INV(NW)=341.82
INV(4"PVC)=338.86
STORM DRAIN CURB INLET #2
RIM=345.86
SANITARYSEWER #2
INV(SE)=340.66
RIM=344.01
INV(NE)=338.71
/NV(NORTH)=335.52
INV(SW)=338.51
/NV(SOUTH)=335.32
SANITARY SEWER #3
STORM DRAIN CURB INLET#3
R/M=344.40
R/M=345.93
INV(EAST)=336.55
/NV(NE)=339.63
/NV(SOUTH)=336.43
INV(SW)=339.48
SANITARY SEWER # 4
R/M=348.23
INV(EAST)=338.33
INV(WEST)=338. 18
STORM DRAIN DROP INLET # 4
R/M=343.52
/NV(NE)=337.52
/NV(EAST)=338.46
/NV(SW)=337.47
STORM DRAIN DROP INLET # 5
R/M=343.49
/NV(NE)=337.41
/NV(SW)=337.37
STORM DRAIN CURB INLET # 6
RIM=346.67
/NV(SW)=341.76
STORM DRAIN CURB INLET # 7
RIM=34283
/NV(NW)=336.76
LEGEND
__
PROPERTYL/NE
PROPERTYL/NEAD✓OINER
UG
UG
UG
UNDERGROUND GAS LINE
UC
UC
UC
UNDERGROUND COMMUNICATION LINE
UE
UE
UE
UNDERGROUND ELECTRIC LINE
K,
µ
w
UNDERGROUND WA TER LINE
D
D
D
STORM DRAIN PIPE
S
S
S
SAN/TARYSEWER PIPE
EASEMENTLINE
BUSH LINE
CURB AND GUTTER
EDGE OF PA VEMENT
IPF (IRON PIPE FOUND)
®
PKF(NAIL FOUND)
/RF (IRON ROD FOUND)
O
SA NI TARYSEWERMANHOLE(SSMH)
SCO O
SANITARY SEWER CLEAN OUT
®
STORM DRAIN DROP INLET (SDD/)
M
STORM DRAIN CURB INLET (SOC/)
m
WA TER METER
WA TER VAL VE
HYDRANT
Q
TEL EPHONE PEDES TA L
FO
FIBER OPTIC PEDESTAL
WITNESS POST
UTILITYPOLE
(-
GUY WIRE
LIGHTPOLE
ED
TRANSFORMER
v
SIGN
®
POST
ak
HANDICAPPARKING SPACE
72
EXCEPT/ON CALL OUT
t.
CONCRETE SURFACE
NOTES:
1. THE TOWN WILL BE RESPONSIBLE FOR PAYMENT OF THE MONTHLY COSTS FOR PUBLIC
STREET LIGHTING AND THE DEVELOPER WILL BE RESPONSIBLE FOR ALL INITIAL FEES
CHARGED WITH THE LIGHT INSTALLATION. ALL INSTALLATION FEES ARE REQUIRED TO
BE PAID UP FRONT AT THE TIME OF INSTALLATION.
2. MAIL KIOSK PARKING INSIDE PUBLIC RIGHT OF WAY ARE NOT MAINTAINED BY THE TOWN
OF GARNER. ANY PARKING SPACES SHALL BE SEPARATED BY A 2' WIDE X 8' DEEP
CONCRETE BAND TO SEPARATE PUBLIC STREET FROM PRIVATE PARKING
MAINTENANCE.
3. CONTACT THE TOWN OF GARNER ENGINEERING DEPARTMENT PRIOR TO CONVERSION
OF ANY SCM ONSITE FROM AN EROSION CONTROL DEVICE TO A STORMWATER
CONTROL DEVICE.
4. CONTRACTOR TO ENSURE ACCESS EASEMENTS AND ASSOCIATED STREETS ARE FULLY
MAINTAINED FOR REASONABLE ACCESS BY MAINTENANCE PERSONNEL.
LOT 1 1
8401 M/CH/GAN ROAD LL C
PIN: 170 1 28-7326
BK 16430 PG 2575
i
i
i
0
i
I
I
I
I
PRORSPECTRUM U/G CATV
(PER NCDOT TIP Ut302)
-11 CURB RAMP TYPE N-1 _
S WIDE STRIPED HEAVY DUTY STOP BAR (SEE DETAIL ON CS6002)
CROSSWALK CONCRETE
o x' PAVEMENT`xxx, xxx xxx xxxxx xx xx
x x
x x
xxx x
x x x xxx xx x x x xx x xx t4u
xxxCURB RAMP TYPE N-1 xxx
(SEE DETAIL ON CS6002) / x' x rn o S66 CURB RAMP TYPE N-1 i,�
xxxxxx x xx' ap xx o (SEE DETAIL ON CS6002) °
xxx
x x
J ' x x 'rx�x �
i ^ � • �� x ' x , xx x ,` x 15' SETBACK
/ / xx x
L�-TO-PSIGN PROP. UTILITYNEASEMENT o � O
24 00' � O
w
0
I
I c
0
I�
I 0 3
I�
0 3
w 3
o j
o C13
3
I c
,,, U 3
O
w w
I c
f I
3
-2 SITE TRIA LE
4
Lu J �
_ I S23 0551"W 3
40.50'
j
J
�� 13
e
c A
165.2 � .•°
POLE LIGHT (TYP. SEE
PSP100 FOR LIGHTING
PLAN)
D I I O O
D
25.82'
if0 14.00'
\ DO NOT ENTER ; * * 71
\ O a.;#** *.O
/ N / 00 *#*# ra*# O
\ o ° *Ul ***
o **
\\ 00 ' CURB (TYP.)
\ \ DUMPSTE AND VACUUM x ' ' STUNNEL EXIT
°
EQUIPMENT ENCLOSURE. x xx l I ." ' CURB RAMP TYPE R2
SEE DETAILS ON SHEET SP-2 x'xx xx tJ �'
(SEE DETAIL ON CS6002)
Q,
xx x
N ° • xx xx x x xxx xx •� . °•a•.
o x xx xx x x xx x
xx x xxxx 'x x x' x 11.00' I I P 8.87'
PAVEMENT LEGEND \ °° xxx xx x
u'l
\ _ x xxx xxx I I I d
° x' xxx x , 18.00' 24.00' 18.00, _
x vJ x '^
O \ xxx
a �R e >Q J O
DELINEATES PROP. CONCRETE \ CONCRETEHEAVY I o > w C)
p SIDEWALK VACUUM CLEAERS (TYP.) I " e
PAVEMENT Ln I Z N
Q
CURB AND Z Lo
+ + DELINEATES PROP HEAVY DUTY GUTTER (TYP)
+ + + CONCRETE PAVEMENT�o
U ~ II
1 t
coI�
DELINEATES PROPOSED STANDARD I I w
7Y
rLL
DUTY CONCRETE PAVEMENT ;n
° •' Q
I
CANOPY MOUNTED
LIGHT FIXTURES I I
I
(TYP. SEE PSP100
I I
a° 8.35'
() CONCRETE JOINTING AND FILLERS TO BE
N
I FOR LIGHTING
COMPLETED PER DETAIL AND SPECIFICATIONS. `
24 00'
PLAN)
- °°'
\ I U)I I I PROP. SIDEWALK
200' SITE TRIANGLE
Irjr$ °• "L.
I I e
I I VACUUM STALL (TYP.)
I I
LOT 91
8401 MICHIGAN ROAD L L C I STOP SIGN
P/N.- 170 28-7326 CURB RAMP TYPE N-1 ° 11.00,
BK 16430 PG 2575 (SEE DETAIL ON CS6002) A t t I
U)
STOP BAR
TBM 'S"
CHISELED X ON NORTHEAST CORNER
ON CONCRETE TRANSFORMER PAD
ELEV = 347.47
S WIDE STRIPED , #*
CROSSWALK
I * *
d.
4
**
I ***
d **
N
Ih
+ ** *
N *
1 r-6
�� � O
CURB RAMP TYPE N-1
(SEE DETAIL ON CS6002)
III o
°
I I
TUNNELENTRANCE
I * *
CD
ir
** ** *
* N
*
14.00'
I 0
HEAVY DUTY " a
CONCRETE
PAVEMENT o
LLn
107SETBACK N
PAY STALL (TYP. SEE ARCHITECTURAL
SITE PLANS FOR DETAILS)
N 70 25'14" W 179.97' --
FUTURE UTILITY POLE
AND GUY WIRE AS PART OF TIP U-5302
TTM PROPERT/ES LL C
P/N.- 170 1 27-894 9
BK 16614 PG 1590
ROP. PUE PER
n 4�.
II
HEAVY DUTY �5
CONCRETE
PAVEMENT
Ic
I
I
d D
D �
7.50'
d
Y LL
D
1)
0
m
W W
(A
D
Q
0
d
`Q
f Q
0
J
'-
IIrII
I
I
BUILDING EXTERIOR
D.
MOUNTED
LIGHT FIXTURES (TY
.
SEE PSP100 FOR
i
LIGHTING PLAN)
,
HEAVY DUTY
CONCRETE
PAVEMENT
.I 1/
�'�...�..�
III
�
ImI
0
Li
O
1
c
3
3 II I I
FUTURE UTILITY POLE
T[ AND GUY WIRE AS PART
OF TIP U-5302
CDOT TIP U-5302)
I I
j
I I j
j
3
'RA
U/G COMM CONDUIT
(PER
NCDOT TIP U-5302)
3
h �
3 W
m
rh^^
�
Q �
3
J
j
j
j
PROP. WORK LIMITS
(PER NCDOT TIP U-5302)
D.
ROP DU E ENERGY O/H
OW R, AT&T TEL &
S EC CATV
(PE NC OT TIP U-5302)
v
J
a
a
�D
D
_ OE
TB A "
D Al ONBAC OF
EL V = 351. Y 1
or
OE
4�'�x
U
Z
(D�
0 Lo
r
J
i� LL Lu
qT
Q
r- 0
O
ti 0
U
O
0
in 0 LL
N N �
Z
O
70 (U 0
M 00' N
0
Z
0
O(y)
Z
Lu
0
a
Lo F-
10� O Y0
2
Z Q
O LL
>- 0 Z
coEj
a'spms►nsp,�
r* A R '►e,,ok.
�zO0
{O rf� 1
> W d
com
$ L
U j
z j W
$ a
l��Nll/NH►1 k1�1��
zz0
02/22/2023
z 0-
W
Q
2 Q'
0 L
J
Q �
0
o
V)
W
H
0
(n U) N
W cM
0
�
Z 04
Z N
J
5;N
W
J F- z
(�
Q Z
U Z
m = W
W
L, Q w
ILL J
O
i 2 10�
W o04
= 2
Q
O
V)
o
m
o
U
U
o
0
Lu
Q
H
H
U
=
U
w
Lu
w
Lu
Lu
Ir
z
Lu
N
U)
wLD
O
O
U
z
zLU
w
0
0
U)
2
0
ED
Lu
O
O
O
w
0
Z
O
0
a
Lu
of
W
U
z
Lu
H
U
Li
cn
z
�
O
o
0-
U)
z
d
U)
z
O
U)
O
cn
U
z
O
U)
O
U)
OU
>
o
>
>
z
Ir
Q
of
of
10
Q
c
m
N
O
Lu
N
N
N
N
N
O
N
N
N
O
N
O
p
a
0
0
a
o
0
0
0
0
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT.
THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF
THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION
BY
PENNONI ASSOCIATES FOR THE
SPECIFIC
PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI
ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.
PROJECT
DRVBR21033
DATE
04/01 /2022
DRAWING SCALE
1 " = 20'
DRAWN BY
DTR
APPROVED BY
ESM
CS1 001
SHEET
5 OF 24