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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