HomeMy WebLinkAboutNCC223431_Site Plan or Location Map_20221004eD
� _ o� ASANT RIDGE ROA
d39202�' r r
6 � Zo
20�P1 0 0
,, 925 � O 9O0 , p0 Gov �
0 0 1 915
\ #0 gp5to
ED
O o * �► gg5 �� O G 0"
OQ
o o �'b goo Q �o o� d
o a � i i �SgS g�°$gg 9
o 5 o
0 000a oQ OD O�
8 00ci
OD �C� CJQ
60 ca
p j Q
C3 a
o��o 0 •85 �.5 ❑ o
Oa00
0 EXISTING TAXIWAY a `` 45 �o ❑ p
0
00 0 v BRIDGE o
13
a i p
0 ° 9
ADD ALTERNATE
'% °
/ AREA (SEE NOTE 2) a Q o
C:3 o
875 0
EL-j CD
0
•� � g s 1 S 65 s 5 Sb'Q � Q p
o � CONSTRUCTION ENTRANCE � � � / � ,j,,D o o � � � o O
b8b b2� e o o
GSP �s89
° MANUAL GATE .� - — �� 00 �8s2 Q C�
" Ss 0 °°
p a $$ 87 J
86s 0�0 862 o
-
0
<3 O O o
�f b o 0
'A ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA ROFA
°.50
RSA=SA RSA I1- RSA
RSA RSA RSA RSA RSA RSA RSA RSA / RSA II RSA RSA aA - RSA RSA 5
RSA 609.
�400 409.5 EXISTING GLIDE SLOPE
_1 ANTENNA
- - - 500-RUNWAY 5L-2 � �RQ
15000,
CENTERED ON RUNWAY
4 RSA RSA RSA RSA RSA-RSA-RSARSA RSA RSA RSA RSA RSA r RSA RSA RSA RSA RSAr/NNON
❑
e�. NOTES: LEGEND
1. PRIOR TO CONSTRUCTION CONTRACTOR SHALL SURVEY ALL STREAMS AND WETLANDS WITHIN THE PROJECT LIMITS. Crb i 7/�•� 'f'e'a
., �% •��ri%® �� s 1� �°�`iC � ° H HAUL ROUTE — — — GLIDE SLOPE CRITICAL AREA
'1',���� ��/���g� �� �:, NO LAND DISTURBANCE MAY OCCUR WITHIN 50 FEET OF A STREAM BANK OR 15 FEET OF A WETLAND. THE LOCATION
Ny���/i����+1 �'� OF SILT FENCE AND OTHER MEASURES SHALL BE SHIFTED AS REQUIRED. RSA RUNWAY SAFETY AREA
W� s U 2. ADD ALTERNATE IF SELECTED TO BE PART OF THIS CONTRACT WILL INCLUDE GRADING AND EROSION AND
y� �. h��-00`'�1,v� y� n ROFA RUNWAY OBJECT FREE AREA
�NAV�V��� a®�o`SEDIMENTATION CONTROL IN THE AREA INDICATED ON THIS PLAN SHEET.
�s��� ���,� �, �CONSTRUCTION ENTRANCE
rr� )� 3. WORK INSIDE THE GLIDE SLOPE CRITICAL AREA SHALL BE COORDINATED A MINIMUM OF 14 DAYS IN ADVANCE.
4. NO WORK SHALL OCCUR WITHIN THE RUNWAY OBJECT FREE AREA (ROFA) OR THE RUNWAY SAFETY AREA (RSA). CSA CONTRACTOR STAGING AREA
500 0 500 1000
(� LIMITS OF DISTURBANCE
i
KEY PLAN ADD ALTERNATE AREA 1"=500'
DESIGNED REVISION REVISION DESCRIPTION PROJECT TITLE PROJECT IDENTIFIER:
gCg NO. DATE �N �qRo ,, D3636402
�� PIEDMONT TRIAD INTERNATIONAL AIRPORT
DRAWN ' oFEss/°ti" CROSSFIELD TAXIWAY - PACKAGE 2 GRADING DRAWING NO:
ACE = :Q� � -004
SEAL -
CHECKED
038007 SHEET TITLE SCALE:
HML = s , AS SHOWN
.. E�
• ' � '�NGINe'�
�`,� GENERAL LAYOUT PLAN
APPROVED h' R. DATE:
PIEDMONT TRIAD INTERNATIONAL AIRPORT MRW DULY 2022