PREPARED FOR: NW 16TH AVE. PRELIMINARY PLANS INDEX OF DRAWINGS COVER SHEET CITY OF GAINESVILLE PUBLIC WORKS DEPARTMENT END PROJECT NW 16TH AVE NW 8TH AVE. UNIVERSITY OF FLORIDA 0 2000' 4000' NW 13TH ST. 441 W UNIVERSITY AVE ALACHUA 329 MAIN ST. BEGIN PROJECT NW 10TH AVE ALACHUA 331 LOCATION MAP CONTACT INFORMATION CITY OF GAINESVILLE PUBLIC WORKS BETSY WAITE, P.E. 405 NW 39 TH AVE. GAINESVILLE, FL 32602-0490 (352) 393-8406 DRMP, INC. CHRIS TOWNE, P.E. 1900 SW 34 TH ST., SUITE 204 GAINESVILLE, FL 32602-0490 (352) 371-2741 JMJ CONSULTING ENGINEERING, LLC JOE MONTALTO, JR., P.E. 704 SE 7 TH ST. GAINESVILLE, FL 32601 (352) 494-6225 NOTIFY UNDERGROUND UTILITIES, NOTIFICATION CENTER AT 1-800-432-4770 OR 811 AT LEAST 72 HOURS PRIOR TO START OF WORK. DRMP PROJECT NO. BUFORD DAVIS & ASSOCIATES ELIZABETH MANLEY, RLA 2406 NW 43 RD ST. GAINESVILLE, FL 32606 (352) 335-1896 DRMP, INC. GLENN LUSINK, P.S.M. 1900 SW 34 TH ST., SUITE 204 GAINESVILLE, FL 32602-0490 (352) 371-2741 1900 SW 34th Street, Suite 204, Gainesville, FL 32608 DRMP, Inc. - AS SHOWN 01
GENERAL NOTES AS SHOWN 02
190 185 170 165 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 190 185 170 165 ALACHUA COUNTY, FLORIDA DRAINAGE SHEETS Authorization No. 9907 2013.16 1" = 50' H V 03
NE 16 TH AVENUE 190 190 185 185 170 170 165 165 22+20 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 ALACHUA COUNTY, FLORIDA DRAINAGE SHEETS Authorization No. 9907 2013.16 1" = 50' H V 04
ALACHUA COUNTY, FLORIDA POND DETAILS Authorization No. 9907 2013.16 V 05
NE 10 th AVENUE NE 12 th AVENUE NE 13 th AVENUE NE 16 th AVENUE PROJECT LAYOUT AS SHOWN 06
VARIES 5' (TYP.) VARIES EXISTING R/W VARIES SOD ALL DISTURBED AREAS T.C.E. 6' 2' 10' 10' 2' 8' CONC. SIDEWALK C&G SHARED-USE CONC. SIDEWALK VARIES VARIES 5' (TYP.) T.C.E. SOD ALL DISTURBED AREAS TYPICAL SECTION 2% MAX (1.5% DESIGN) 4" (TYP.) 1' (TYP.) SOUTH BOUND TRAVEL LANE 2.0% NORTH BOUND TRAVEL LANE PROFILE GRADE POINT 2.0% 2" MIN. ASPHALTIC CONCRETE, SP9.5 8" MIN. LIMEROCK BASE COMPACT TO 98% MAX. DENSITY OF A MODIFIED PROCTOR PER AASHTO T- 2% MAX (1.5% DESIGN) 12" MIN. STABILIZED SUBGRADE, MIN. LBR40 COMPACT TO 98% MAX. DENSITY OF A MODIFIED PROCTOR PER AASHTO T-. TYPE 'F' CURB & GUTTER (TYP. BOTH SIDES) 1" = 4' DESIGN SPEED 30 MPH T.C.E. = TEMPORARY CONSTRUCTION EASEMENT ENTIRE R/W WIDTH TO BE C&G EXCEPT EXIST UTILITIES, UNLESS OTHERWISE NOTED. 1" = 4' 07
OWNER: KINAID KENA S. 204 NE 10TH AVENUE 179 178 177 176 174 173 172 171 170 169 168 9+70 9+80 9+90 10+00 10+10 10+20 10+30 10+40 10+50 10+60 10+70 10+80 10+90 11+00 11+10 11+20 11+30 11+40 11+50 11+60 11+70 11+80 11+90 12+00 12+10 12+20 12+30 12+40 179 178 177 176 174 173 172 171 170 169 168 GEOMETRY PLAN & PROFILE 08
OWNER: ANGLIN GARY 1030 GEOMETRY PLAN & PROFILE OWNER: KINAID KENA S. 204 NE 10TH AVENUE OWNER: KINAID KENA S. 204 NE 10TH AVENUE OWNER: BRADLEY WIN 1020 NE 2ND OWNER: ANGLIN GARY 1030 OWNER: HOGAN AB B. 1017 OWNER: NALL RYAN & MICHELLE E. 1020 NE 3RD STREET OWNER: BLISS & MENET W/H 1026 181 181 179 179 178 178 177 177 176 176 174 174 173 173 172 172 171 171 170 170 12+40 12+50 12+60 12+70 12+80 12+90 13+00 13+10 13+20 13+30 13+40 13+50 13+60 13+70 13+80 13+90 14+00 14+10 14+20 14+30 14+40 14+50 14+60 14+70 14+80 14+90 15+00 09
GEOMETRY PLAN & PROFILE MENET W/H STREET 182 182 181 181 179 179 178 178 177 177 176 176 174 174 173 173 172 172 171 171 OWNER: BRADLEY WINSTON J. TRUSTEE 1020 OWNER: LEVY HERMAN HEIRS 1100 OWNER: JAH NKWANDA 1112 OWNER: JAH NKWANDA 1112 OWNER: GOTTLOEB & GOTTLOEB 1307 OWNER: ROBICHAUX & ROBICHAUX JR. 1043 NE 2ND ST OWNER: ALLEN & MASTIN H 1107 NE 2ND STR OWNER: CITY OF GAINESVILLE 1105 OWNER: ALLEN & MASTIN H/W 1107 OWNER: ALLEN & MASTIN H/W 1107 15+00 15+10 15+20 15+30 15+40 15+50 15+60 15+70 15+80 15+90 16+00 16+10 16+20 16+30 16+40 16+50 16+60 16+70 16+80 16+90 17+00 17+10 17+20 17+30 17+40 17+50 17+60 10
GEOMETRY PLAN & PROFILE OWNER: LOWE ISSIE ANN TRUSTEE 1114 LOWE ISSIE ANN TRUSTEE 1202 OWNER: JAH NKWANDA 1112 OWNER: JAH NKWANDA 1112 OWNER: HU KELI. 1206 NE 3RD STREET OWNER: HARPER TJ MARBLE 1200 OWNER:COWARD & HARPER & WILLIAMS 1125 ER: ALLEN & MASTIN H/W 1107 OWNER: ALLEN & MASTIN H/W 1107 184 184 183 183 182 182 181 181 179 179 178 178 177 177 176 176 174 174 173 173 17+60 17+70 17+80 17+90 18+00 18+10 18+20 18+30 18+40 18+50 18+60 18+70 18+80 18+90 19+00 19+10 19+20 19+30 19+40 19+50 19+60 19+70 19+80 19+90 20+00 20+10 20+20 11
GEOMETRY PLAN & PROFILE OWNER: LOWE ISSIE ANN TRUSTEE 1202 OWNER: GORDON CAROL M. 1309 NW 2ND STREET OWNER: DAY & POPEJOY W/H 214 NE 13TH AVENUE 185 185 184 184 183 183 182 182 181 181 179 179 178 178 177 177 176 176 174 174 20+20 20+30 20+40 20+50 20+60 20+70 20+80 20+90 21+00 21+10 21+20 21+30 21+40 21+50 21+60 21+70 21+80 21+90 22+00 22+10 22+20 22+30 22+40 22+50 22+60 22+70 22+80 12
GEOMETRY PLAN & PROFILE OWNER: LOWE ISSIE ANN TRUSTEE 1202 OWNER: MCDANIEL JOHN JR 1330 OWNER: CALFEE DENNIS A. TRUSTEE 1321 N MAIN STREET DAY & POPEJOY W/H 1333 OWNER: DAY & POPEJOY W 1405 185 185 184 184 183 183 182 182 181 181 179 179 178 178 177 177 176 176 174 174 22+80 22+90 23+00 23+10 23+20 23+30 23+40 23+50 23+60 23+70 23+80 23+90 24+00 24+10 24+20 24+30 24+40 24+50 24+60 24+70 24+80 24+90 25+00 25+10 25+20 25+30 25+40 13
GEOMETRY PLAN & PROFILE OWNER: CALFEE DENNIS A. TRUSTEE 1503 CAPITAL CITY BANK 1417 N MAIN STREET OWNER: HARRIS & WILLIAMS LIFE ESTATE. 1518 OWNER: CAPITAL CITY BANK 1417 N MAIN STREET R: CALFEE DENNIS A. TRUSTEE 1321 N MAIN STREET OWNER: DAY & POPEJOY W/H 1409 OWNER: DAY & POPEJOY W/H 1405 185 185 184 184 183 183 182 182 181 181 179 179 178 178 177 177 176 176 174 174 25+40 25+50 25+60 25+70 25+80 25+90 26+00 26+10 26+20 26+30 26+40 26+50 26+60 26+70 26+80 26+90 27+00 27+10 27+20 27+30 27+40 27+50 27+60 27+70 27+80 27+90 28+00 14
GEOMETRY PLAN & PROFILE TRUSTEE T IS & WILLIAMS LIFE ESTATE. 8 OWNER: CAPITAL CITY BANK 1524 OWNER: COM. NET LEASE RTY. LP 1515 N MAIN ST OWNER: MOUNT HERMON BAPTIST CHURCH 1514 OWNER: LAFOUNTAIN CHARLES R. 1509 OWNER: MOUNT HERMON BAPTIST CHURCH 1517 185 185 184 184 183 183 182 182 181 181 179 179 178 178 177 177 176 176 174 174 28+00 28+10 28+20 28+30 28+40 28+50 28+60 28+70 28+80 28+90 29+00 29+10 29+20 29+30 29+40 29+50 29+60 29+70 29+80 29+90 30+00 30+10 30+20 30+30 30+40 30+50 30+60 15
GEOMETRY PLAN & PROFILE OWNER: PATEL NILA J. 119 NE 16TH AVENUE OWNER: BAUMSTEIN PROPERTIES INC. 215 NE 16TH AVENUE 187 187 186 186 185 185 184 184 183 183 182 182 181 181 179 179 178 178 177 177 176 176 30+60 30+70 30+80 30+90 31+00 31+10 31+20 31+30 31+40 31+50 31+60 31+70 31+80 31+90 32+00 32+10 32+20 32+30 32+40 32+50 32+60 32+70 32+80 32+90 33+00 33+10 33+20 16
OWNER: BAUMSTEIN PROPERTIES INC. 215 NE 16TH AVENUE OWNER: PATEL NILA J. 119 NE 16TH AVENUE GEOMETRY PLAN & PROFILE 17
STA: 11+50.00 STA: 11+25.00 STA: 11+05.00 STA: 12+45.00 CROSS SECTIONS STA: 12+15.00 STA: 11+75.00 18
STA: 13+25.00 STA: 13+00.00 STA: 12+75.00 STA: 14+25.00 CROSS SECTIONS STA: 13+90.00 STA: 13+60.00 19
STA: 15+00.00 STA: 14+75.00 STA: 14+50.00 STA: 15+80.00 CROSS SECTIONS STA: 15+55.00 STA: 15+20.00 20
STA: 16+55.00 STA: 16+40.00 STA: 16+02.00 STA: 17+70.00 CROSS SECTIONS STA: 17+30.00 STA: 16+90.00 21
STA: 19+00.00 STA: 18+50.00 STA: 18+00.00 STA: 19+75.00 CROSS SECTIONS STA: 19+50.00 STA: 19+25.00 22
STA: 20+75.00 STA: 20+35.00 STA: 20+00.00 STA: 21+50.00 CROSS SECTIONS STA: 21+25.00 STA: 21+00.00 23
STA: 22+20.00 STA: 22+00.00 STA: 21+80.00 STA: 23+00.00 CROSS SECTIONS STA: 22+70.00 STA: 22+40.00 24
STA: 23+75.00 STA: 23+50.00 STA: 23+20.00 STA: 24+50.00 CROSS SECTIONS STA: 24+30.00 STA: 24+00.00 25
STA: 25+25.00 STA: 25+00.00 STA: 24+75.00 STA: 26+00.00 CROSS SECTIONS STA: 25+77.00 STA: 25+50.00 26
STA: 26+75.00 STA: 26+50.00 STA: 26+25.00 STA: 27+60.00 CROSS SECTIONS STA: 27+25.00 STA: 27+00.00 27
STA: 28+45.00 STA: 28+20.00 STA: 27+90.00 STA: 29+25.00 CROSS SECTIONS STA: 28+90.00 STA: 28+75.00 28
STA: 30+05.00 STA: 29+80.00 STA: 29+45.00 STA: 31+00.00 CROSS SECTIONS STA: 30+50.00 STA: 30+25.00 29
STA: 13+60.04 STA: 13+30.35 STA: 12+38.62 STA: 15+18.11 STA: 14+45.38 STA: 13+88.25 STA: 15+96.54 DRIVEWAY PROFILES STA: 15+58.24 STA: 15+25.61 30
STA: 17+69.05 STA: 17+10.84 STA: 16+10.01 STA: 22+38.70 STA: 21+81.01 STA: 21+66.50 STA: 24+34.12 STA: 23+16.72 STA: 22+66.80 DRIVEWAY PROFILES 31
STA: 28+16.15 STA: 27+61.62 STA: 26+94.79 STA: 29+31.80 STA: 28+93.98 STA: 28+49.20 STA: 30+90.44 STA: 30+13.70 STA: 29+51.67 DRIVEWAY PROFILES 32
STA: 31+01.66 DRIVEWAY PROFILES 33