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I <br />— — W— — — W— — W— — — W ..— - <br />-AV—SS-- <br />SS-�BTH-A� 111 <br />TI SECONDARY W m CONSTRUCTION <br />I \fj. RNR ACCESS FOR TRAIL <br />1% Im <br />/ <br />—BOUT <br />-875 <br />CD— <br />I / I <br />�-674" .� <br />POTENTIAL DREDGE MATERIAL <br />DISPOSAL AREA <br />/ <br />I <br />RECONSTRUCT _ <br />TRAIL ABOVE CONSTRUCT <br />877.30 ELEVATION BOARDWALK <br />TO ISLAND <br />/4"t <br />Ex. wnTER EDOE <br />1 -74 K <br />/0 PEDESTRIAN PATH < <br />LIGHTING (TYP7) , <br />.I <br />TOP OF BERM <br />✓ATION 882.00 <br />/ <br />,.._,1874-! '7 \ <br />IC\I\ <br />�ll� Q - <br />SEE DETAIL 2/3 <br />0 <br />O <br />CONSTRUCT <br />-DREDGING <br />BOARDWALK <br />=ACCESS <br />TOISLAND <br />1 -74 K <br />/0 PEDESTRIAN PATH < <br />LIGHTING (TYP7) , <br />.I <br />TOP OF BERM <br />✓ATION 882.00 <br />/ <br />CULVERT WIT. <br />FLAP GATE <br />IC\I\ <br />�ll� Q - <br />SEE DETAIL 2/3 <br />0 <br />O <br />VIAND <br />STORM SEWER MAIN <br />STORM SEWER MAIN — STS — RIPRAP <br />/ <br />STORM INLET <br />MANHOLE Q GRAVELSURFACE <br />DAM <br />"—S7a— / <br />Houston <br />INV=873.0 INV=870.0 <br />PRIMARY <br />/ FILTER <br />CONSTRUCTION <br />FLOOD PROTECTION BERM <br />—L570P-LOC- — <br />\ „W EAZALELEV_873,Q = MOR weu e <br />N1 <br />ACCESS <br />J I <br />J bb <br />REG T <br />TRAABOVE <br />IL <br />OVERHEAD ELECTRIC —OHE— — — (TRAIL, STRUCTURE PAD) <br />877.30 ELEVATION <br />Engineering Inc. <br />/ <br />PROD ECT NO. 5555-240 <br />- — — —877— / <br />/ ♦ <br />/ <br />WETLAND <br />H'O MITIGATION AREA <br />RECONSTRUCT \ <br />TRAIL ABOVE / <br />877.30 ELEVATION / <br />\ D NWL 873.0 EIR T V <br />S E DE <br />CT <br />TRAIL ON <br />\ ISLAND FES <br />876��>�,y <br />ti `" 889[ ✓ " <br />X <br />> X8744 y y <br />670 <br />�yu \ Ex. wnTEREDGE-/*� <br />RAMSEY COU�AN. <br />LOUG <br />PAVpicvauLT El ISERR> <br />f� 877.30 ELEVATION <br />w-// Nf�jj%% PEDESTRIAN PATH <br />— ,\// LIGHT%(TYP) <br />� ( 1 � i• ' <br />I <br />cYev� I <br />STATSTAGINGAREAIN \ <br />PARKING LOT jr be N <br />POTENTIAL DREDGE MATERIAL <br />\\�\,C\\f <br />DISPOSAL AREA <br />BBD' <br />/ �UGEI <br />LUGE� <br />3 <br />WETLAND WD <br />CON UR <br />PROPOSED CONTOUR g17 BOARDWALK -PROPOSED <br />IC\I\ <br />�ll� Q - <br />SEE DETAIL 2/3 <br />0 <br />O <br />VIAND <br />STORM SEWER MAIN <br />STORM SEWER MAIN — STS — RIPRAP <br />/ <br />STORM INLET <br />MANHOLE Q GRAVELSURFACE <br />DAM <br />SAND <br />Houston <br />INV=873.0 INV=870.0 <br />PRIMARY <br />/ FILTER <br />CONSTRUCTION <br />PRIMARY <br />—L570P-LOC- — <br />\ „W EAZALELEV_873,Q = MOR weu e <br />N1 <br />ACCESS <br />J I <br />J bb <br />DREDGING <br />X880 = <br />scale <br />OVERHEAD ELECTRIC —OHE— — — (TRAIL, STRUCTURE PAD) <br />ACCESS <br />Engineering Inc. <br />UNDERGROUND ELECTRIC—UGE--- ASPHALT SURFACE - PROPOSED <br />FENCE X —X — ASPHALT RECONSTRUCTION O <br />RETAINING WALL <br />PROD ECT NO. 5555-240 <br />1 of 1 <br />\ e>a <br />/ \ ax <br />DCk <br />\/ <br />W —— <br />W— — W— <br />W— — — W— — — W— — —W AVE NW W— — — W— — <br />SS SS SS S— — SS — — 53 — <br />illi r_''i�LLJ <br />WETLAND WD <br />CON UR <br />PROPOSED CONTOUR g17 BOARDWALK -PROPOSED <br />IC\I\ <br />�ll� Q - <br />SEE DETAIL 2/3 <br />0 <br />I II \ <br />VIAND <br />STORM SEWER MAIN <br />STORM SEWER MAIN — STS — RIPRAP <br />/ <br />STORM INLET <br />MANHOLE Q GRAVELSURFACE <br />DAM <br />SAND <br />Houston <br />INV=873.0 INV=870.0 <br />DJL <br />/ FILTER <br />CONSTRUCTION <br />— REMOVE — <br />BOARDWALK <br />PAVE TRAIL AND <br />RAISE ABOVE <br />877.30 ELEVATION <br />_7 IRON ENHANCED <br />y� SAND FILTER <br />WETLAND WD <br />CON UR <br />PROPOSED CONTOUR g17 BOARDWALK -PROPOSED <br />IC\I\ <br />WATER MAIN — W— — <br />SANITARY SEWER MAIN _SS WATER SURFACE -PROPOSED <br />SEE DETAIL 2/3 <br />Maple Grove <br />I <br />I II \ <br />VIAND <br />STORM SEWER MAIN <br />STORM SEWER MAIN — STS — RIPRAP <br />/ <br />STORM INLET <br />MANHOLE Q GRAVELSURFACE <br />DAM <br />SAND <br />Houston <br />INV=873.0 INV=870.0 <br />DJL <br />/ FILTER <br />CONSTRUCTION <br />PRIMARY <br />—L570P-LOC- — <br />\ „W EAZALELEV_873,Q = MOR weu e <br />N1 <br />ACCESS <br />J I <br />J bb <br />ELECTRIC LIGHT -PROPOSED ASPHALT SURFACE <br />X880 = <br />scale <br />OVERHEAD ELECTRIC —OHE— — — (TRAIL, STRUCTURE PAD) <br />-i,�a FES � / v v K. IOYY`� <br />'f'�i�/ 869.5 8_ _ <br />e�ECT11 RAMSEY I <br />FLOW TSI xS <br />`REPLACE DAM lL� <br />\ TOP ELEV 877.3 7WW1'WW' IYYWYYY � <br />J / I PEDESTRIAN PATH <br />\ LIGHTING (TYP) <br />PAVE TRAIL AND A y <br />RAISE ABOVE <br />877.30 ELEVATION <br />O � 3 <br />I <br />CONSTRUCT NEW <br />ASPHALT TRAIL <br />�II <br />— — — — — W— — — W— — 13fli AVE NW W— — — W— — — <br />..� <br />_ W— W— W— <br />W— —W— W —W 12TH AVE NW W <br />WETLAND WD <br />CON UR <br />PROPOSED CONTOUR g17 BOARDWALK -PROPOSED <br />r— Z -7— NOTES <br />1. BATHYMETRIC SURVEY COMPLETED BY HOUSTON ENGINEERING INC. ON <br />5o B 50 i W APRIL 21 AND 22, 2014. <br />2. WATER SURFACE ELEVATION: 875.30 FT (OBSERVED APRIL 21, 2014) <br />S.I. Feet 3. AVERAGE WATER DEPTH (AT TIME OF SURVEY): 1.5 FT <br />4. ORDINARY HIGH WATER ELEVATION: 875.50 FT <br />LEGEND <br />WATER MAIN — W— — <br />SANITARY SEWER MAIN _SS WATER SURFACE -PROPOSED <br />Maple Grove <br />I <br />Drawn 1, <br />Date <br />1 <br />STORM SEWER MAIN <br />STORM SEWER MAIN — STS — RIPRAP <br />S <br />F <br />STORM INLET <br />MANHOLE Q GRAVELSURFACE <br />Houston <br />UTILITY POLE O (TRAIL BALL DIAMOND) D <br />DJL <br />2-20-15 <br />W/GUYWIRE y0� GRAVEL SURFACE - PROPOSED O <br />ELECTRIC LIGHT QTc ASPHALT RECONSTRUCTION <br />CONCEPT PLAN <br />FIGURE 4 <br />SHEET <br />ELECTRIC LIGHT -PROPOSED ASPHALT SURFACE <br />Checked by <br />scale <br />OVERHEAD ELECTRIC —OHE— — — (TRAIL, STRUCTURE PAD) <br />Engineering Inc. <br />UNDERGROUND ELECTRIC—UGE--- ASPHALT SURFACE - PROPOSED <br />FENCE X —X — ASPHALT RECONSTRUCTION O <br />RETAINING WALL <br />PROD ECT NO. 5555-240 <br />1 of 1 <br />TREES AS HALT SURFACE - PROPOSED — <br />�/ <br />F: 763.493.5572 <br />G5B <br />AS SHOWN <br />SPOT ELEVATION teS`� CONCRETE SURFACE <br />(PED RAMP WALK, STRUCTURE PAD) <br />BUILDING BRIDGE DECK <br />SOIL BORING <br />MONITORING WELL O BOARDWALK <br />_ W— W— W— <br />W— —W— W —W 12TH AVE NW W <br />WETLAND WD <br />CON UR <br />PROPOSED CONTOUR g17 BOARDWALK -PROPOSED <br />Maple Grove <br />I <br />Drawn 1, <br />Date <br />1 <br />HANSEN PARK PROJECT <br />1 <br />Houston <br />DJL <br />2-20-15 <br />SIGN PHASE <br />CONCEPT PLAN <br />FIGURE 4 <br />SHEET <br />P: 1763.493.4522 <br />Checked by <br />scale <br />Engineering Inc. <br />NEW BRIGHTONCONCEPTUAL EMINN SOTA <br />PROD ECT NO. 5555-240 <br />1 of 1 <br />�/ <br />F: 763.493.5572 <br />G5B <br />AS SHOWN <br />