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Home My WebLink About20180542 Ver 2_DB00452 Br 249 Beaufort_20190520DocuSign Envelope ID: B7D366F3-FB16-422B-899E-96DFDB8E70A2 o_ N W ce C N� �0 _L EL +� N � I 3 J_0 10Cc �o1- cl�z HNTB NORTH CAROLINA, P.C. PROJECT REFERENCE NO. SHEET NO. -L- 343 E. Six Forks Road, Suite 200 17BP.2.R.85 4 Raleigh, North Carolina 27609 Pl StG /3+07.73 PI StG 15+38.31 Pl Sto 18+39.80 Pl Sto 19+89.23 PI StG 22+39.48 :4NTB NC License N o : C - 1 5 5 4 RW SHEET NO. 0 = l° l0' 16.3" (LT) A = //° 39" 53.3" (LT) A = 1' 32' 12.5" (RT) A = 8° 52" 42.6" (RT) 0 = 2° 05" 01.9" (LT) ROADWAY DESIGN HYDRAULICS D = 0° 26" 18.6" D = 6° Ol- 52.1" D = l° 2/' 56.1" D = 4° 46" 28.7" D = 2° l0' 3/.O" ENGINEER ENGINEER �qp L = 267.09" L = 193.41' L = 112.54" L = 185.95" L = 95.80' 8 T = 133.55' T = 97.04' T = 56.27' T = 93.16' T = 47.90' �� , C A, I �'' `�� CAR 20 R = 13,066.29' R = 950.00" R = 4,195.71" R = 1,200.00" R = 2,633.96' ;��° o E o;��.o ;'�° o Ess•i•ssi , >> SE = SEE PLANS SE = SEE PLANS SE = SEE PLANS SE = SEE PLANS SE = EXISTING = : �P SEAL 9! ': = = ' � SEAL 9l INC = SEE PLANS INC = SEE PLANS INC = SEE PLANS INC = SEE PLANS = 36786 - = 15764 co + 2 8.00 -L- � • •' PCS PHOSPHATE COMPANY INC. 45.00I<Z' LT 1 Cco G J�Q�,�� ' ✓ ••''G ;�.` 40.00' LT 7 ,, . • t�gA�g... DB 1024 PG 588 N 30.00' LT + PCS PHOSPHATE COMPANY INC. DOCUMENT NOT CONSIDERED FINAL CLASS O RIP -RAP I DB 1024 PG 588 UNLESS ALL SIGNATURES COMPLETED EST. 1 TONS � � / EST.5 SYGF w I � � y � ;) + 50.00 -L-,- y 40.00 LT EXISTING 1_ l FLOOD L END PROJECT 17BP.2.R.85 v Raw V BM#1 + 08.00 -L-i / I o L L, + o : o' -L _ -L- STA 20 + 50 00 - � \I 45.1LT � ,, � � BEGIN SBG -L- � � � 0'�=LT � ! � ° 0401 STA. 16 + 85.0 (LT) 1 I \ \ = �- -- 30.00 / EBB 1I i 26.75' \ \ N N �0 I 5 J CP-Ir/ ' m L m EXCAVATION I � n� / / /� �%IC ^ 26.7 \ _ N \ hAbl'K/Ns F _ N I \ B1y11 / LIMIT (TYP.) m 5 �' eS "' INC XISTING w \ S EACI`f RD. ' - _ - L l E -` E 04 y Raw \ 2o 0 1 F -BL2- ^ (� M 8:1 _ cv O o O C T T --- + N • w ^ - F Exis rI F o TB2 o T o O o _ _ R= O CN O. w w o 0 o O N O o BEGIN PROJECT 17BP.2.R.85 a _ _ c W c _ _ + - -- -L- STA 13 + 85.00 N �ti `�,.�09 - -- - F - - - _ _ T F� F-S�43��8 SR/336 AwKN 19,6AC �j LAMA WETLANDS 50 �S REMOVE a Exisrl w H RD. 20 BST TAPE EpT BRIDGE \ o R/w F 404 WETLANDS � � � 2 R RTitT E � E E � E � � N w__ + 85.00 -L- m EXCAVATION � NL + 65.00 -L- 30.00 RT EN SBG -L- LIMIT (TYP.) CO 50' EpT STATE OF NORTH CAROLINA + CLASS "II" RIPRAP / 30.00 RT O ST . 16+13.6 (LT) 24 TO ELEV 1.5' (TYP) I /� PER RT T N' DB 1716 PG 837 INC AL Q6 Q, SKETCH OF BRIDGE IN RELATIONSHIP TO PAVEMENT � p BEGIN BRIDGE NTS END BRIDGE MAINTAIN ACCESS FLOOD N -L- POT T 1 + 95.81 , -L- POT T 17 + 83.19 TO BOAT RAMP 40.00 -L- BEGIN SBG END BG TYPE END APPROACH SLAB AT ALL TIMES EBB Y 70.00 RT (� -L- STA 16 + 84.94 0 / u PE -L- POT STA 17 + 94.06 w -L- STA 16 + 09.50 III III GREU TL-3 + 50.00 -L- V v GREU TL_3 JS 3/ 08 02°9 rAPER 70.00' RT N 1 LO I 1 I v O O (V °moo O O O J o J p cry o �?PCS PHOSPHATE COMPANY INC. 8:7 TAPER �\ro DB 1024 PG 588 TYPE III TYPE GREU TL-3 8:1 TAPER GREU TL-3 DUCK CREEK III FOR -DET- ALIGNMENT AND PROFILE SEE SHEET 2B-1 X< +K BEGIN APPROACH SLAB 'S y � �� , � MATERIAL TO BE REMOVED 94 -L- POT STA 16 + 84.--------------- - - - - - - - + - - - - - - - + RR SPIKE SET IN 24" PINE - - I - - - - - - - -L- STA 15 + 17.92, 46.99' LT ELEV. = 3.73' EGI GRADE - - -- A1111-1 - - _ - - EN -L- G DE - -- -- -- ---- -- ---- -- - -- -- --- -- -- _ - L- S A 13 85. 0 -. TA + - I . -1 , -- 'I LEV. = 7.70 # II II I ELE . = 9.30 I I - - - - -- - - - - --- H_ ::L# !I �I I I I � I I 0. I PI = 18 + 85.00 E L = 6.10 - VC = 180 i K = 115 V = 55 MPH- I -- -- ---- -- ---- -- ---- -- ---- -- --- 90 - PI = 15 + 40.00 E L = 4.80' _ VC - 260- K = 115l V = 55 MPH =�## EL. W -- � t � - - - - - - - - + - - -- - - _ d4 - - I I. _ - _ LH I - t -F I_ -_ - BRIDGE HYDRAULIC DATA DISCHARGE = 650 CFS- DESIGN FREQUENCY = 25 YRS _ l H ELEVATION - l FT DESIGN W ELE ON .6 BASE DISCHARGE = 1255 CFS BASE FREQUENCY = l00 YRS BASE HW ELEVATION = 1.9 FT OVERTOPPING DISCHARGE - �1400(+) CFS OVERTOPPING FREQUENCY= �500(+) YRS OVERTOPPING ELEVATION = 5.7 FT DATE OF SURVEY = 8-24-17 W.S. ELEVATION AT DATE OF SURVEY = 0°0 FT +II +�+ - �I -- --- - - IF - "- - - - #-I-- _DESIGN 4 _10 - I - -� - -- � i LL, I _- I I I o� co it = - � - -10 II II - - - - -- - - --- -T �' - - - - T - -t = - -+i- � - III m - -- - - - - -- _ _li _ - - _2 0 - _- - �- - - - - --� z I I I I I�-r --- -- - -- -2 0 1. - - --I ��-�I -li -+ _ H --� - -_ _ co I - -_ ` - _ - _ - 7 - - - - T� 1 L ill I _+-L L---- -- - - lit --- . I +-_ + - - -i I �� i - - +z� 44- - - � I ill-L 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00