WASATCH HOLLOW PRESERVE PHASE II RIPARIAN RESTORATION JOB NO
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1 WASATCH HOLLOW JOB NO SHEET SET ASSEMBLY ORDER VICINITY MAP OWNER DEPARTMENT OF: COMMUNITY AND ECONOMIC DEVELOPMENT DIVISION DIRECTOR - MARY DELAMARE SCHAEFER CITY ENGINEER - JEFF SNELLING, S.E. 349 SOUTH 200 EAST, SUITE 100, UTAH OFFICE FAX CITY OFFICIALS GI001 GI002 LD101 LS101 - LS103 LP101 - LP103 LI101 - LI103 LS401 - LS404 DT501 - DT506 CI101 - CI GENERAL INFORMATION COVER SHEET GENERAL INFORMATION NOTES LANDSCAPE DEMOLITION PLAN LANDSCAPE SITE PLAN LANDSCAPE PLANTING PLAN LANDSCAPE IRRIGATION PLAN LARGE SCALE VIEWS DETAILS CIVIL IMPROVEMENT PLAN 70% REVIEW NOT FOR CONSTRUCTION SITE ORIENTATION MAP DESIGNER LANDSCAPE ARCHITECT: 1063 WEST 1400 NORTH LOGAN, UTAH CIVIL ENGINEER: 370 EAS T 500 SOUTH, #200, U T PH: FAX: WASATCH HOLLOW JOB NO
2
3 70% REVIEW NOT FOR CONSTRUCTION WASATCH HOLLOW LANDSCAPE DEMOLITION PLAN LD101 3
4 KEY MAP LANDSCAPE SITE PLAN LS101 4
5 KEY MAP LANDSCAPE SITE PLAN LS102 5
6 KEY MAP LANDSCAPE SITE PLAN LS103 6
7 KEY MAP LANDSCAPE PLANTING PLAN LP101 7
8 KEY MAP LANDSCAPE PLANTING PLAN LP102 8
9 KEY MAP LANDSCAPE PLANTING PLAN LP103 9
10 POC WASATCH HOLLOW KEY MAP LANDSCAPE IRRIGATION PLAN LI101 10
11 KEY MAP LANDSCAPE IRRIGATION PLAN LI102 11
12 KEY MAP LANDSCAPE IRRIGATION PLAN LI103 12
13 LARGE SCALE VIEW WEST ACCESS AREA SOUTH ACCESS AREA LS401 -
14 PROPOSED GRADE EXISTING GRADE VEGETATED ROCK SWALE CROSS SECTION A - A' A LARGE SCALE VIEW EAST ACCESS AREA LS402 -
15 EXISTING GRADE PROPOSED GRADE CROSS SECTION B - B' 1" = 30'-0" A WASATCH HOLLOW LARGE SCALE VIEW WETLAND AREA LS403 -
16 PROPOSED GRADE EXISTING GRADE CROSS SECTION C - C' 1" = 30'-0" A WASATCH HOLLOW LARGE SCALE VIEW MAINTENANCE ACCESS AREA LS404 -
17 10'-0" 3.5" 4.5" SLOTS 4.5" 11" 4'-0" 11" 11" 2 1'-6" 1'-3" PERSPECTIVE VIEW FRONT VIEW DETAILS DT501 -
18 TOP VIEW POST SIDE VIEW FRONT VIEW WASATCH HOLLOW TRAIL LEFT OPEN EMBED ROCKS 1/3 MINIMUM DETAILS PLAN VIEW DT502 -
19 PLAN VIEW SECTION VIEW DETAILS DT503 -
20 PLAN VIEW, 1" = 12'=0" PROFILE VIEW, 1" = 12'=0" WASATCH HOLLOW CL CL DETAILS DT504 -
21 SECTION/ELEVATION SIDE VIEW END VIEW DETAILS DT505 -
22 DETAILS DT506 -
23 DETAILS DT507 -
24 INUNDATION LIMITS N EDGE OF CREEK 0' GRAPHIC SCALE 5' 10' 20' Scale: 1"=10' 30' BRIDGE ABUTMENT 70' 70' BRIDGE CONSTRUCTED FROM SURPLUS RAILCAR BRIDGE BRIDGE ABUTMENT 70% REVIEW NOT FOR CONSTRUCTION INUNDATION LIMITS WASATCH HOLLOW 70' BRIDGE CONSTRUCTED FROM SURPLUS RAILCAR BRIDGE EXISTING GRADE EXISTING GRADE PROPOSED GRADE CIVIL IMPROVEMENT PLAN CI 101
25 4'-4" 4'-4" 4'-4" TYP RAILING AS COORDINATED WITH OWNER POST TO HANDRAIL CONNECTON 5 1/8" x 9 1/2" GLULAM HANDRAIL 3/16" GALVANIZED CAP 2"x2" EWM WITH FRAME 6"x6" WOOD 5' MAX SPACING. (SPACING DEPENDS ON RAILING MATERIAL BETWEEN POSTS) 4x4 POST TYP 3" OR 4" GRAVEL WEARING SURFACE 3'-6" RAILCAR DECK 6" 24" 16" MAX 10" O.C. 16" MAX 6'-0" 18" (7) #5's SPACED EVENLY 10" O.C. 12" 8-1 2" (2) 5 8 " THROUGH BOLTS W/ WASHERS & NUT. ALTERNATE # 1 ALTERNATE # " PLATE EXISTING RAILCAR STRUCTURE. 70% REVIEW NOT FOR CONSTRUCTION HANDRAIL SCALE: N.T.S. H HANDRAIL ANCHORAGE TO RAILCAR BRIDGE SCALE: N.T.S. R WASATCH HOLLOW 5'-0" ± 12'-0" 2" 1-1 2" 2" 6" 2'-7-1 2" ± 1'-2-1 4" 12" HOOK J-BOLTS UNDER EXTRA #4 HORIZONTAL BAR 16" MAX 5'-0" 4'-8" O.C. 3 4 " BEARING PLATE ATOP 1 2 " NEOPRENE PAD (2) 3 4 " J-BOLTS EMBEDDED 10". SEE BRIDGE EACH SIDE SUPPORT DETAIL FOR LOCATION AND SIZE.PROVIDE (2) #5 STIRRUPS AROUND J-BOLT 2" 2" 15" FIELD VERIFY W/ BRIDGE DEPTH (2) 3 4 " J-BOLTS EMBEDDED 10". SEE BRIDGE EACH SIDE SUPPORT DETAIL FOR LOCATION AND SIZE.PROVIDE (2) #5 STIRRUPS AROUND J-BOLT 10" O.C. HOOK J-BOLTS UNDER EXTRA #4 HORIZONTAL BAR FINISHED GRADE 2" 2' 10" O.C. 10" O.C. NOTES: FIELD VERIFY TO FIT WITH ABUTMENT ANCHOR BOLT PLACEMENT. ADJUST WIDTH ACCORDINGLY BEARING PLATE SCALE: N.T.S. P FRONT NOTES: 1. CONCRETE COMPRESSIVE STRENGTH fc = 4,000 psi. 2. REINFORCEMENT GRADE 60. 3" 6' 3'-0" SIDE INSTALL 24" OF GRANULAR BORROW COMPACTED TO 95% OF MODIFIED PROCTOR DENSITY AS DETERMINED BY ASTM D EXTEND MIN. 24" BEYOND EDGE OF FOOTING ALL SIDES. CIVIL DETAILS 12' WIDE ABUTMENT SCALE: N.T.S. A CI 102
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