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HomeMy WebLinkAbout20160764 Ver 1_B5749_SMU_PGD_2016080815+50 +1.4444% /� -Oe5670% 220 210 200 190 :� � PI STA. =14+80.00 -L- EL. = 212.25 VC = 230' FILL FACE C� END BENT STA.15+86.38 -L- GRADE PT. EL. 211.64 GRADE DATA BEGIN FRONT SLOPE STA. 15+77.11 -L- GRADE PT. EL. 211a69 LOW CHORD EL. 207.68 EL. 210.0 ± �-------------��-- - � - ��-- BOTT.OF CAP `' EL. 204.01 0 � i � }. i :� � i i i CLASS II RIP RAP (TYP.) .. •• • W.P. #1 STA.15+86.38 -L- BEGIN FRONT SLOPE STA. 15+77.11 -L- TO SR 1416 FIX. 0 I 16+00 SPAN A 16+50 FIX. 1'-0" MIN. EARTH BERM 1'-7" MIN. BERM NORMAL TO CAP EXISTING NORMAL TO CAP (TYP.) (TYP.) STRUCTURE LOW CHORD (TYP) Q100 EL. 207.12 � EL. 210.0 ± EL. 205.91 EL. 210.0 ± NeWeS EL. 203.0 ± ELe 203.13 EXCAVATE TO � � � � EL. 203.0 ± EL. 203.4 ' ' �- (TYP) � � . � . � . . . . . � . . I � G L a � O � e O ± � � � � � � � � � � � � � � � �� ��- EL. 198.0 ± ; ; EL. 203.0 ± ' . ,� �" -- --: EL. 199.0 ± EL. 197.0 ± 1�/2: 1 SLOPE NORMAL TO CAP (TYP.) END BENT 1 CLASS II RIP RAP (TYP.) � � � BEGIN APPROACH SLAB � STAo 15+75.50 -L- ; FILL FACE (� ; END BENT 1� , � , 17+00 FILL FACE C� END BENT 2 STA.16+88063 -L- GRADE PT. EL. 211.07 3EGIN FRONT SLOPE STA.16+97.72 -L- GRADE PT. EL. 211.02 EL. 210.0 ± -------^- ----------� - ,' �� �� �" APPROXe BOTT.OF CAP NQTURAL EL. 203.45 GROUND END BENT 2 SECTION ALONG -L- Y � W I :' � I � J 1'-0" MIN. EARTH BERM ; = 1'-0" MIN. EARTH BERM EL. 203.50 � EL. 202.94 � W I � v=i 1 I � I� � � EXISTING � STRUCTURE �' � �� � . � � --- -- ----------- � 1------- ------�I , --�---------------------�------- p � ' ' d � � � � � ,� , , � � , ,� j Q' � � _�_ � BRIDGE ID �' � � �I S�^. 16+37s�o -L II I � � I I I � II � o � � � � , �I ' � ~ � I I' � � � �I � . � � � 900_00,_0�„ �, � -- � d �� �o � � (TYP.) p �� � � � d �� � � , ' .--� � ; �I ;; � , ,, ' _ - _ - _ _ _ _ - _ - _ - _ _ _ - _ T i _ _ _ _ - _ - _ - _ _ - _ _ _ _ _ - _ - L - _ _ _ _ _ - _ _ _ _ _ - _ - _ - _ _ _ _ JI , � : � �,� , . , ,, ; � � � J 1'-0" MIN. EARTH BERM � � 1'-0" MIN. EARTH BERM o EL. 202a52 � � EL. 201.97 � 51'-1' " I 51'-1' " /2 � /2 102'-3" TOTAL LENGTH OF BRIDGE (FILL FACE TO FILL FACE) 09-MAY-2016 07:31 R:\Structures�Preliminory�b5749_sd_pgd.dgn dadavenport PLAN PILES NOT SHOWN FOR CLARITY � W.P. #2 STA.16+88.63 -L- BEGIN FRONT SLOPE STA.16+97.72 -L- � � � TO SR 1417 � END APPROACH SLAB � STA.16+99.50 -L- ; FILL FACE Ca� � END BENT 2 , , i, 17+50 �������� ' � �♦�♦�♦�, ' ' �_�_�_�. • • • I HEREBY CERTIFY THESE PLANS ARE THE AS-BUILT PLANS pQG�O[►���]QQ� p�Q�l� DO �104 M�C� C�OG� C�O�l�4G�MC�400�1 PROJECT N0. SCOTLAND STATION: SHEET 1 OF 2 B-57q9 COUNTY 16+37�50 -L- REPLACES BRIDGE No.36 � � 09-MAY-2016 07:31 R:\Structures�Preliminary\b5749_sd_pgd.dgn dadavenport