ROME CANALWAY TRAIL ERIE BOULEVARD WEST AND SOUTH CHARLES STREET ROME, NEW YORK DELTA PROJECT NO SEPTEMBER 2017 ISSUED FOR BID

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ROME CANALWAY TRAIL ERIE BOULEVARD WEST AND SOUTH CHARLES STREET ROME, NEW YORK 13440 DELTA PROJECT NO. 2017.226.

1 ROME CANALWAY TRAIL ERIE BOULEVARD WEST AND SOUTH CHARLES STREET ROME, NEW YORK DELTA PROJECT NO SEPTEMBER 2017 ISSUED FOR BID INDEX OF DRAWINGS GENERAL CIVIL ARCHITECT/ENGINEER PROJECT LOCATION OWNER CITY OF ROME 198 WASHINGTON STREET Web: ROME, NEW YORK TS

2 EXISTING LEGEND: W LP FH MH Denotes Set Baseline Point Denotes Existing Valve Denotes Existing Power Pole Denotes Existing Light Pole Denotes Existing Fire Hydrant Denotes Existing Manhole Denotes Water Line ST Denotes Sewer Line EXISTING CONDITIONS PLAN G Denotes Gas Line Denotes Overhead Power Pole Line Denotes Existing Sign Denotes Set Bench Mark Denotes Existing Ground Elevation Denotes Existing Ground Contour EM GM Denotes Existing Electric Meter Denotes Existing Gas Meter Denotes Existing Round Catch Basin Denotes Existing Traffic Signal Box Denotes Existing Railroad Tracks Denotes Existing Concrete Area Denotes Existing Building Area EXISTING CONDITIONS PLAN SURVEY INFORMATION SHOWN WAS PERFORMED BY DELTA ENGINEERS, ARCHITECTS AND LAND SURVEYORS ON JUNE 20, C-100

3 PROPOSED LEGEND: PROPOSED ASPHALT WALK AREA SINGLE POST SIGN SILT FENCE KEY NOTES: NEW ASPHALT TRAIL TO BE INSTALLED AT 5.0% MAX. LONGITUDINAL SLOPE(TYP.) INSTALL SILT FENCE PRIOR TO EARTHWORK ACTIVITIES. REMOVE UPON COMPLETION OF CONSTRUCTION. PROVIDE SELECTIVE TREE BRUSH TRIMMING WHERE NECESSARY. SITE PLAN PROVIDE RAILROAD CROSSING NOTICE SIGNS. RESTORE ALL DISTURBED AREAS PER LANDSCAPE RESTORATION DETAIL. PROVIDE 8' ASPHALT TRAIL. SAWCUT AND REMOVE EXISTING ASPHALT PAVEMENT. CURB RAMP LANDING, STRIPED PEDESTRIAN CROSSWALK AND TRAFFIC SIGNALIZATION CONTROL BY OTHERS. REMOVE AND RE-INSTALL GUY WIRE TO PROVIDE A MINIMUM 7' CLEARANCE ABOVE NEW ASPHALT PAVEMENT TRAIL. EXISTING POLE TO BE HELD AS NEEDED. SITE PLAN C-200

4 PROPOSED LEGEND: PROPOSED ASPHALT WALK AREA SINGLE POST SIGN SILT FENCE MAINTENANCE OF TRAFFIC PLAN TYPICAL TRAFFIC CONTROL DEVICE LAYOUT DETAIL ( FOR 2-LANE, 2-WAY SHOULDER WORK) MAINTENANCE OF TRAFFIC PLAN C-201

5 1'-8" (MIN) 1'-4" (MIN) 6" SUBBASE COURSE GEOTEXTILE FABRIC OVER COMPACTED SUBGRADE 8'-0" 3" MODIFIED BINDER COURSE TRANSITION SLOPE FROM NEW ASPHALT TO EXISTING GRADE AT 3H:1V MAX SLOPE ADJACENT GRADE 1-INCH HYDRO-SEED AND MULCH 4-INCH THICK LAYER OF IMPORTED TOP-SOIL EXISTING SUBGRADE NOTES: SEE LANDSCAPE DETAILS AND SPECIFICATIONS FOR MORE INFORMATION REGARDING RESTORATION WORK. 2 LANDSCAPE RESTORATION DETAIL SCALE: NONE MOUND TOPSOIL 1-INCH HIGHER THAN ADJACENT GRADE FOR SETTLEMENT, TYP. VARIOUS SIGNS, PER SIGN SCHEDULE ON PLAN. PROVIDE SIGN TO POST CONNECTIONS PER SIGN MANUFACTURER'S RECOMMENDATIONS 2" x 2" BRONZE ANODIZED ALUMINUM SIGN POST WITH OVERSIZED SLEEVE FOR REMOVALS PROVIDE BREAKAWAY POST PER POST MANUFACTURER'S RECOMMENDATIONS MOUNTING HEIGHT: 6'-0" TAG SIGN SIZE MOUNTING HEIGHT EMEDCO. ITEM NO.* *OR APPROVED EQUAL. EMEDCO ITEM NO.'S ARE PROVIDED AS A BASIS OF DESIGN. FINISHED GRADE x18" x18" 6'-0" 6'-0" 10' MAX. C. TO C. 36" MIN. LENGTH FENCE POSTS DRIVEN MIN. 16" INTO GROUND. 6" THICK, 4,000 PSI CONCRETE 18" O.C. BOTH WAYS (DEFORMED REBAR) SUPPORT REINFORCING ON CHAIRS, AS NEEDED EXISTING WOOD TIE/STONE BALLAST BASE, TYP. 4'-0" (MIN) 6" EMBED SUPPORT POST MINIMUM OF 3' DEEP DIAMETER SONOTUBE FOOTING, (MIN 3000 PSI CONCRETE) FILTER = 16" (MIN) 3" 6" 8" (MIN) PERSPECTIVE VIEW STONE BALLAST SUB-BASE 36" (MIN) FENCE POST WOVEN WIRE FENCE (MIN GAUGE W/ MAX. 6" MESH SPACING) WITH FILTER CLOTH UNDISTURBED GROUND COMPACTED SOIL 12'-0" EMBED FILTER CLOTH A MIN. OF 6" IN GROUND. 4" SECTION VIEW BEVELED END OF TIMBER CROSSING EXISTING WOOD TIE, TYP. 1. POSTS SHALL BE STEEL EITHER "T" OR "U" TYPE OR HARDWOOD. 2. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVER-LAPPED BY SIX INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER FILTER X, MIRAFI 100X, STABILINKA T140N, OR APPROVED EQUIVALENT. 3. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, OR APPROVED EQUIVALENT. PROVIDE 6"x6" PRESSURE TREATED GUIDE BEAM AND SET WITH 1/2" DIA. x 9" LONG LAG BOLTS AT EVERY OTHER TIE, TYP. SECTION VIEW 1 4. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN "BULGES" DEVELOP IN THE SILT FENCE. NEW ASPHALT TRAIL, TYP. PROVIDE BITUMINOUS JOINT SEALANT AT VERTICAL INTERFACE BETWEEN CONCRETE AND HOT MIX ASPHALT, TYP. NEW 6' LONG, HEAVY-DUTY ASPHALT APPROACH W/ SLOPE AT 5% (MAX.), TYP. 8'-0" 1-1/2" CLEAR, TYP. 3" CLEAR, TYP. PROVIDE 6" THICK POURED-IN-PLACE STEEL REINFORCED CONCRETE SLAB, TYP. EXISTING WOOD TIE, TYP. NEW 6' LONG, HEAVY-DUTY ASPHALT APPROACH W/ SLOPE AT 5% (MAX.), TYP. NEW ASPHALT TRAIL, TYP. 8" to SUBBASE COURSE 8'-0" WIDTH (2) LIFTS OF 3" MODIFIED BINDER COURSE TRANSITION SLOPE FROM NEW ASPHALT TO EXISTING GRADE AT 3H:1V MAX SLOPE INSTALL 1/2" DIA. x 6" LONG LAG BOLTS AT EVERY TIE, TYP. EXISTING SUBGRADE SECTION VIEW 2 EXISTING STONE BALLAST SUB-BASE TO REMAIN, TYP. GRANULAR SUB-BASE MATERIAL, TYP. ADJACENT GRADE TRANSITION MATERIAL TO BE ASPHALT ADJACENT TO PAVEMENT, GRAVEL SUBBASE ADJACENT TO GRAVEL AND TOP-SOIL SEED AND MULCH ADJACENT TO VEGETATION GEOTEXTILE FABRIC OVER COMPACTED SUBGRADE SITE DETAILS C-300

2. HORIZONTAL DATUM = NAD 83. VERTICAL DATUM = NAVD 88.

2. HORIZONTAL DATUM = NAD 83. VERTICAL DATUM = NAVD 88. 1. EXISTING CONDITIONS AND UTILITY INFORMATION SHOWN ON THESE PLANS ARE BASED ON A SET OF PLANS ENTITLED "SCHOOL OF COMMUNICATIONS AND MEDIA BUILDING AND LIFE HALL RENOVATION" DATED MARCH 11, 2015 REVISED