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02-01-C3.03
NORTH DRAWING NO.: DRAWN BY: DATE: SHEET TITLE: PROJECT TITLE: COLLEGETOWN TERRACE APARTMENTS ITHACA, NY NOVARR MACKESEY DEVELOPMENTPROFESSIONAL LICENSE NUMBER: 068931 NEW YORK STATE SEAL: a r c h i t e c t s ikon.5 ARCHITECT: PROJECT NO.:P58.00, E09-05 VERSIONS NO.DATE DESCRIPTION CIVIL ENGINEER:STRUCTURAL ENGINEER:MECHANICAL, PLUMBING, FIRE PROTECTION, ELECTRICAL ENGINEER: LANDSCAPE ARCHITECT:HAZARDOUS MATERIAL ENGINEER:JUNE 27, 2011 1 06.27.2011 SEQUENCE 1 - SITE UTILITY PACKAGE - BUILDINGS 1, 2 AND 4 WARNING: ALTERATIONS TO THIS MAP NOT CONFORMING TO SECTION 7209, SUBDIVISION 2, NEW YORK STATE EDUCATION LAW, ARE PROHIBITED BY LAW. ALL CERTIFICATIONS HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR THE SEAL OF THE LICENSED PROFESSIONAL ENGINEER WHOSE SIGNATURE APPEARS HEREON. 2 08.10.2011 SEQUENCE 1 - CONSTRUCTION DOCUMENTS - ADDENDUM-1 STREET LAYOUT DATA TGM C3.03 VALENTINE PLACE HORIZONTAL ALIGNMENT DATA (VERIFY IN FIELD ALIGNMENT PARALLEL AND OFFSET TO EXISTING EAST CURB LINE AS SHOWN) CENTERLINE ALIGNMENT DATA ================================================================================ PI # STATION NORTHING EASTING ANGLE Distance ________________________________________________________________________________ BOP 0+00.0 887785.25 846717.56 NA223.11 200.1 EOP 2+00.1 887639.35 846580.61 CENTERLINE COORDINATES AND ELEVATIONS ================================================================================ Label Station Offset Northing Easting Elevation -------------------------------------------------------------------------------- BOP 0+00.0 0.0 887785.25 846717.56 N/A 0+25.0 0.0 887767.02 846700.45 N/A 0+50.0 0.0 887748.80 846683.34 N/A 0+75.0 0.0 887730.57 846666.23 N/A 1+00.0 0.0 887712.34 846649.12 N/A 1+25.0 0.0 887694.11 846632.01 N/A 1+50.0 0.0 887675.88 846614.90 N/A 1+75.0 0.0 887657.66 846597.79 N/A 2+00.0 0.0 887639.43 846580.68 N/A PC 2+00.1 0.0 887639.35 846580.60 N/A STREET A HORIZONTAL ALIGNMENT DATA (VERIFY IN FIELD OFFSET DISTANCES FROM BUILDINGS 4) CENTERLINE ALIGNMENT DATA ================================================================================ PI # STATION NORTHING EASTING ANGLE Distance ________________________________________________________________________________ BOP 0+00.0 887676.56 846615.53 NA312.04 265.1 EOP 2+65.1 887854.22 846418.75 CENTERLINE COORDINATES AND ELEVATIONS ================================================================================ Label Station Offset Northing Easting Elevation -------------------------------------------------------------------------------- BOP 0+00.0 0.0 887676.56 846615.53 N/A VPI 0+07.0 0.0 887681.25 846610.33 607.42 VPI 0+12.0 0.0 887684.60 846606.62 607.32 VPI 0+12.0 0.0 887684.63 846606.59 607.40 VPI 0+18.0 0.0 887688.62 846602.17 607.82 VPI 0+24.0 0.0 887692.64 846597.72 607.94 0+25.0 0.0 887693.31 846596.97 607.91 0+50.0 0.0 887710.07 846578.42 607.26 VPI 0+60.0 0.0 887716.77 846570.99 607.00 0+75.0 0.0 887726.82 846559.86 606.74 1+00.0 0.0 887743.57 846541.30 606.30 1+25.0 0.0 887760.33 846522.75 605.87 1+50.0 0.0 887777.08 846504.19 605.43 VPI 1+75.0 0.0 887793.83 846485.64 605.00 2+00.0 0.0 887810.58 846467.08 605.28 VPI 2+20.0 0.0 887823.99 846452.23 605.50 2+25.0 0.0 887827.34 846448.52 605.43 2+50.0 0.0 887844.09 846429.97 605.07 VPI 2+55.0 0.0 887847.44 846426.26 605.00 EOP 2+65.1 0.0 887854.22 846418.75 605.15 BASELINE 1 - EAST STATE ST FUTURE BACK CURB HORIZONTAL ALIGNMENT DATA BASELINE ALIGNMENT DATA ================================================================================ PI # STATION NORTHING EASTING ANGLE Distance ________________________________________________________________________________ BOP 0+00.0 888476.63 845830.63 NA126.48 44.06 1 0+44.1 888450.24 845865.91 NA127.30 72.32 2 1+16.4 888406.20 845923.28 NA127.30 89.44 3 2+05.8 888351.75 845994.23 NA128.33 24.99 4 2+30.8 888336.17 846013.78 NA128.33 22.42 5 2+53.2 888322.20 846031.31 NA132.50 22.42 6 2+75.6 888306.95 846047.75 NA132.50 97.31 7 3+73.0 888240.79 846119.11 NA127.00 247.26 8 6+20.2 888091.97 846316.58 NA126.50 213.00 9 8+33.2 887964.26 846487.05 NA129.21 155.06 10 9+88.2 887865.94 846606.95 NA131.43 64.44 11 10+52.7 887823.05 846655.05 NA133.06 31.38 EOP 10+84.1 887801.61 846677.96 HORIZONTAL CURVE DATA ================================================================================ CURVE # 5 I = 4.17 RIGHT R=500.00 STATIONS AND COORDINATES STATION NORTHING EASTING PC 2+34.5 888333.86 846016.68 PI 2+53.2 888322.20 846031.31 PT 2+71.9 888309.48 846045.03 RP N/A 887942.83 845705.07 ================================================================================ CURVE # 7 I = 5.50 LEFT R=500.00 STATIONS AND COORDINATES STATION NORTHING EASTING PC 3+47.5 888258.11 846100.44 PI 3+73.0 888240.79 846119.11 PT 3+98.4 888225.46 846139.45 RP N/A 888624.77 846440.38 ================================================================================ CURVE # 9 I = 2.30 RIGHT R=500.00 STATIONS AND COORDINATES STATION NORTHING EASTING PC 8+22.2 887970.84 846478.27 PI 8+33.2 887964.26 846487.05 PT 8+44.1 887957.31 846495.53 RP N/A 887570.68 846178.49 BASELINE COORDINATES ================================================================================ Label Station Offset Northing Easting Elevation -------------------------------------------------------------------------------- BOP 0+00.0 0.0 888476.63 845830.63 N/A 0+25.0 0.0 888461.65 845850.65 N/A 0+50.0 0.0 888446.62 845870.62 N/A 0+75.0 0.0 888431.39 845890.45 N/A 1+00.0 0.0 888416.17 845910.28 N/A 1+25.0 0.0 888400.95 845930.11 N/A 1+50.0 0.0 888385.73 845949.95 N/A 1+75.0 0.0 888370.51 845969.78 N/A 2+00.0 0.0 888355.29 845989.61 N/A 2+25.0 0.0 888339.79 846009.23 N/A 2+50.0 0.0 888324.03 846028.63 N/A 2+75.0 0.0 888307.39 846047.28 N/A 3+00.0 0.0 888290.39 846065.62 N/A 3+25.0 0.0 888273.39 846083.95 N/A 3+50.0 0.0 888256.40 846102.29 N/A 3+75.0 0.0 888239.96 846121.12 N/A 4+00.0 0.0 888224.49 846140.75 N/A 4+25.0 0.0 888209.44 846160.72 N/A 4+50.0 0.0 888194.39 846180.68 N/A 4+75.0 0.0 888179.35 846200.65 N/A 5+00.0 0.0 888164.30 846220.61 N/A 5+25.0 0.0 888149.25 846240.58 N/A 5+50.0 0.0 888134.21 846260.54 N/A 5+75.0 0.0 888119.16 846280.51 N/A 6+00.0 0.0 888104.11 846300.47 N/A 6+25.0 0.0 888089.08 846320.45 N/A 6+50.0 0.0 888074.09 846340.45 N/A 6+75.0 0.0 888059.10 846360.46 N/A 7+00.0 0.0 888044.11 846380.47 N/A 7+25.0 0.0 888029.12 846400.48 N/A 7+50.0 0.0 888014.13 846420.49 N/A 7+75.0 0.0 887999.14 846440.49 N/A 8+00.0 0.0 887984.15 846460.50 N/A 8+25.0 0.0 887969.16 846480.50 N/A 8+50.0 0.0 887953.59 846500.06 N/A 8+75.0 0.0 887937.74 846519.40 N/A 9+00.0 0.0 887921.89 846538.73 N/A 9+25.0 0.0 887906.04 846558.06 N/A 9+50.0 0.0 887890.18 846577.39 N/A 9+75.0 0.0 887874.33 846596.72 N/A 10+00.0 0.0 887858.11 846615.74 N/A 10+25.0 0.0 887841.47 846634.40 N/A 10+50.0 0.0 887824.83 846653.06 N/A 10+75.0 0.0 887807.80 846671.35 N/A EOP 10+84.1 0.0 887801.61 846677.96 N/A BUILDINGS 2 ACCESS DRIVE HORIZONTAL ALIGNMENT DATA (VERIFY IN FIELD ALIGNMENT PARALLEL AND OFFSET TO BUILDINGS AS SHOWN) CENTERLINE ALIGNMENT DATA ================================================================================ PI # STATION NORTHING EASTING ANGLE Distance ________________________________________________________________________________ BOP 0+00.0 888385.81 845969.23 NA217.43 90.51 EOP 0+90.5 888314.21 845913.85 CENTERLINE COORDINATES AND ELEVATIONS ================================================================================ Label Station Offset Northing Easting Elevation -------------------------------------------------------------------------------- BOP 0+00.0 0.0 888385.81 845969.23 N/A VPI 0+10.0 0.0 888377.90 845963.11 570.80 VPI 0+10.0 0.0 888377.89 845963.10 570.88 VPI 0+18.0 0.0 888371.57 845958.22 571.10 0+20.0 0.0 888369.99 845956.99 571.10 VPC 0+24.0 0.0 888366.82 845954.54 571.10 0+30.0 0.0 888362.08 845950.87 570.96 0+40.0 0.0 888354.17 845944.76 570.10 VPT 0+42.0 0.0 888352.59 845943.53 569.84 0+50.0 0.0 888346.26 845938.64 568.72 VPC 0+60.0 0.0 888338.35 845932.52 567.32 0+70.0 0.0 888330.44 845926.40 566.27 LP 0+80.0 0.0 888322.50 845920.26 565.92 VPT 0+90.0 0.0 888314.62 845914.16 566.26 VPI 0+90.5 0.0 888314.22 845913.85 566.30 EOP 0+90.5 0.0 888314.21 845913.85 N/A QUARRY STREET HORIZONTAL ALIGNMENT DATA (VERIFY IN FIELD ALIGNMENT PARALLEL AND OFFSET TO EXISTING WEST CURB LINE AS SHOWN) CENTERLINE ALIGNMENT DATA ================================================================================ PI # STATION NORTHING EASTING ANGLE Distance ________________________________________________________________________________ BOP 0+00.0 888493.15 845807.94 NA179.46 52.30 1 0+52.3 888440.86 845808.15 NA177.07 52.90 2 1+05.2 888388.02 845810.81 NA176.45 101.11 3 2+06.3 888287.07 845816.53 NA176.27 58.87 4 2+65.2 888228.32 845820.17 NA173.29 24.89 5 2+90.1 888203.59 845822.99 NA171.58 46.33 6 3+36.4 888157.71 845829.46 NA139.21 61.53 EOP 3+95.4 888111.02 845869.53 HORIZONTAL CURVE DATA ================================================================================ CURVE # 6 I = 32.36 LEFT R = 158.39 STATIONS AND COORDINATES STATION NORTHING EASTING PC 2+90.1 888203.59 845822.99 PI 3+36.4 888157.71 845829.46 PT 3+80.2 888122.55 845859.64 RP N/A 888225.71 845979.83