MEASURED ALONG "AAP" LINE Elevation [ft] ABUTMENT 1 163 162 161 160 159 158 120'-0" PEDESTRIAN RAILING MIN. CLR. -F.G. ALONG "AAP" LINE -MAX WATER SURFACE ELEVATION F.G. ALONG "AAP" LINE DEVELOPED ELEVATION ✓ EXISTING GRADE F.G. ALONG "AAP" LINE F.G. ALONG "AAP" LINE EXISTING GRADE ABUTMENT 2 Temain (2) 10 20 30 40 50 60 70 80 90 100 110 120 Station [ft] PROFILE N 0 10 20 40 SPEC. NO. 2 MISSION TRAILS PEDESTRIAN BRIDGE EXISTING PLAN APEX SOLUTIONS SAN DIEGO STATE UNIVERSITY SHEET 2 OF 3 SHEETS APPROVED FOR CITY ENGINEER DATE SUBMITTED BY PROJECT MANAGER DEPUTY CITY ENGINEER DESCRIPTION PROJECT ENGINEER APPROVED ORIGINAL DATE 03102024 FILMED TEAM ENGINEER TEAM ENGINEER/n + + ☐ 154.2 153.7 1502 1513 158.2 1512 152.7 153.1 157.2 1592 1553 158.2 158 1552 1663 205 210 215- 255 220 225 1527 260 265 270 276 280 285 290 295 ASSEDIRT ROADSTER 1672 O DIRT ROAD Q164.2 165 164.2 166.7 1576 7646 245 240 235 230 225 220 215 210 205 200 190 180 1712 1716 165.1 1716 1657 165 173.3 1664 1712 1717 165.2 166.7 175.2 173.6 1706 167.7 168.1 1672 167.7 DIRT ROAD 165.7 164.2 164.6 1582 CITY OF SAN DIEGO SEWER BOOK VOP INV-157.91 CONC ENCASED 36 TRUNK SEWER CONC ENCASED 36 TRUNK SEWER 1624 CONC + 765 DIRT ROAD GATE 1686 169.7 RM-171.9310 VCP, INV-161.62 1 MSC CONC/LID OSD BOOK PAGE LIZ SMH 48 DOC 27839-32-0) INVERT CALCD PER DOC 27839- 158.71" SW OTY OF SAN DIEGO, SEWER BOOK 40 PER DOC 14380-19-0) 10 VCP NV-180.06" NW 163.7 164.2 1729 -200 205 070 225 174.4 + 168.1 + 170 1722 1717 167.7 164.6 170.2 385 190 DIRT ROAD 1657 1717 172.2 1712 205 240 1971