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' � � � � ; HORIZONTAL CURVE RADlUS. � �\ II /`i' Z l �� ti- � � �� SEE SHEET 2G-1 FOR GEOTECHNICAL DETAILS �� ��_ �, �d I l �i �-' � � ORIVEWAY RAD// ARE /0' UNLE55 OTHERW/SE NOTED \/ I`�' 1 -�— ,;' � � `�\ /_ J SEE SHEET 23 AND 24 FOR -L- PROFILE �� 9/19/L018 � � � � j • � � � / I � I ' ( ( \ �, < � ' SEE SHEET 3/ FOR -Y3B- AND -Y3C- PROFILE beanderson � � ` ,. / � ��' / _ � \ 1 � i�_, � � �� ' R: H draulics PERMIT Enviro me ta Dra i'n J �% �� \ Y \ � I� g�\ -5�1�Hyd_prm,wet_pshl0.dgn — i C � r _ \ = 0 2.5 5 PROJ. REFERENCE NO. SHEET NO. ;j b�_[l� R-5014 X-41 5 5 1 1 1 1 5 PER IT RAW NG SH ET 1 OF 41 � 0 � ITE 8 � Z � N � 0. 45 � • 0.0 5 V �' _ -- — "' � � N C / \ ,' R CK P TING / b, 2 � �\ � / N 7� � I � � � --� __ — —'— M �_-- — � ; 94 + 0.00 } n K n � i 3 ' ITE 8 � � '-' 3• 5 - � > � � 1 � � \ i ti' � � 0 - i � '> \ � / �� � _ � � � 94 + 0.00 � — � � 3 � ` ITE 8 � o.bo 3:� .060 _ � •1 � R CK P TING � i 10 24 � i � — ---- -- �/ / \\��----- -- ---- — - 93 + 0.00 - �� �;L d.z �� ��� 5 5 S 5 1 1 1 7 S WETLAND AND SURACE WATER IMPACTS SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fillln Fillln in Clearing in SW SW Impacts Impacts Stream No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft) 1 L Sta 53+87 to 55+73 Lt Roadway fill 0.04 0.02 2 L Sta 56+26 to 56+50 Lt/Rt Culvert Extension < 0.01 < 0.01 < 0.01 0.02 0.02 4 8 3 L Sta 61+37 Rt Roadway fill < 0.01 < 0.01 4 L Sta 66+13 to 70+24 Lt Roadway fill 0.22 0.05 5 L Sta 71+55 to 73+86 Rt Roadway fill / Culvert 0.28 0.03 6 L Sta 75+16 TO 76+73 Rt Culvert / Roadway fill 0.02 0.03 7 L Sta 85+34 to 88+03 Rt Roadway fill 0.04 0.02 8 L Sta 93+00 to 96+16 Lt Roadway fill 0.04 0.02 9 L Sta 103+90 to104+62 Lt/Rt Culvert Extension < 0.01 < 0.01 0.02 0.02 10 L Sta 108+75 to 109+77 Rt Tail Ditch 0.02 11 L Sta 116+55 to 117+54 Lt Roadway Ditch / Tail Ditch < 0.01 < 0.01 12 L Sta 126+78 to 127+40 Lt Culvert Extension/Roadway fill < 0.01 < 0.01 0.02 0.01 13 L Sta 129+64 to 130+19 Lt Roadway fill < 0.01 < 0.01 14 L Sta 135+70 to 136+10 Lt Roadway fill < 0.01 < 0.01 15 L Sta. 139+07 Lt Roadway fill < 0.01 < 0.01 16 L Sta 163+08 to 167+40 Lt Roadway fill 0.02 < 0.01 17 L Sta 166+91 to 169+80 Rt Roadway fill < 0.01 0.03 18 L Sta. 167+81 to 173+51 Lt Roadway fill 0.07 0.03 19 L Sta 174+77 to 176+84 Lt Roadway fill 0.05 0.03 20 L Sta. 175+29 to 175+95 Rt Roadway fill < 0.01 0.01 21 L Sta 179+50 Rt Roadway fill < 0.01 < 0.01 TOTALS*: 0.80 < 0.01 0.32 0.08 0.05 4 8 0 *Rounded totals are sum of actual impacts NOTES: *"*Quantities shown below are included in the above totals'** Site 2: 4.4 sqft of fill in CAMA wetland due to roadway fill. Site 5: 0.10 acres total take of wetlands per 46 comment Site 8: 0.04 acres of fill and 0.02 acres of hand clearing in CAMA wetland due to roadway fill. Site 11: 7.4 sqft of excavation in CAMA wetland due to Roadway ditch and 22.7 sqft of hand clearing in CAMA wetland for tail ditch construction. Site 12: 7.4 sqft of fill and 0.008 acres of hand clearing in CAMA wetland due to roadway fill. Sites 14 & 15: 132 sqft of fill and 0.01 acres of hand clearing in CAMA wetland due to roadway fill. Site 16: 188 sqft of permanent fill in SAV due to 2:1 rock plated roadway fill slope. 653 sqft of fill in CAMA wetland due to roadway fill. Site 17: 55 sqft of fill and 0.01 acres of hand clearing in CAMA wetland due to roadway fill. 32 sqft of fill in 404 wetland due to roadway fill. Site 18: 0.07 acres of fill and 0.03 acres of hand clearing in CAMA wetland due to roadway fill.