21 B CR-21B SE 8 AVE ' ' ' RDWY 13.0 PVD MED 2-5.0' PVD SHLD ' LWN SHLD /FC /FC-12.
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1 SECTION BEGINS: CLAY CO LINE 06/14/ /27/ /11/2018 FDOT 06/11/2018 FDOT /13/2017 Maintenance 03/27/ INSIDE URBAN, OUTSIDE CITY * KEYSTONE HEIGHTS 21 B CLAY CO LINE CEMETERY ENT SE 3 AVE SE 4 AVE SE 57 ST SE 7 AVE SE 8 AVE CR-21B ASSOCIATED STATION EXCEPTION SEE ID: MP TO MP ID SE 11 AVE OF B=N55 03'57"W PC=1.108 PI=1.624 PT=1.958 Δ=87 13'15.00" D=2 00' B=N32 09'18"E " X 77' CC " X 63' CC " X 70' CC " X 74' CC INSIDE URBAN, OUTSIDE CITY * KEYSTONE HEIGHTS 18 SE 71 ST SE 75 ST SE 81 ST SE 84TH ST CR CR-18/ SE 66 ST 18 CR SE 82 ST ASSOCIATED STATION EXCEPTION SEE ID: MP TO MP Δ=50 54'45.00" D=2 00' PC=2.294 PI=2.552 PT=2.776 B=N18 38'11"W PI=3.971 Δ=0 '40.00" B=N18 35'31"W " X 115' CC " X 68' CC " X 83' CC 2.490
2 06/14/ /27/ /11/2018 FDOT 06/11/2018 FDOT /13/2017 Maintenance 03/27/ ID OF 6 CREEK SPIDER SE 16 AVE SE 94 ST SE 97TH ST SE 101 WAY DOUBLE RUN CREEK " X 67' CC # ' CB " X 65' CC " X 66' CC # ' CB SE 109TH ST SE 120 WAY CR-100A A " X 67' CC " X 63' CC " X 67' CC " X 66' CC
3 06/14/ /27/ /11/2018 FDOT 06/11/2018 FDOT /13/2017 Maintenance 03/27/ ID OF 6 SE 129TH ST SE 134 ST CREEK SE 21ST AVE SAMPSON SE 136 LP SE 136 LP ' ' 12.0 PVD MED 2-4.0' LWN SHLD Δ=7 14'00.00" D=0 40' PC=9.296 PI=9.399 PT=9.501 B=N25 49'31"W " X 62' CC # ' CB " X 66' CC INSIDE URBAN, OUTSIDE CITY INSIDE CITY, AND URBAN INSIDE CITY, AND URBAN INSIDE CITY, AND URBAN 200 INSIDE CITY, AND URBAN * <=S WATER ST * <=E MADISON ST 301 * <=W MADISON ST SE 144 ST SE CR-100A A E COLLEY RD LM GAINES BLVD STANSBURY ST ALLISON WAY ORANGEWOOD APTS CREEK ALLIGATOR E LAURA ST E NONA ST E SOUTH ST RAMP TO S WATER ST S WATER ST CHURCH ST S CHERRY ST V THOMPSON CT WALNUT ST ADAMS ST US-301/SR-200/ TEMPLE BAY ST STARKE PLAZA ENT B ST STARKE PLAZA ENT ORANGE ST MYRTLE ST S WESTMORELAND ST N WESTMORELAND ST ' ' 12.0 PVD MED 2-4.0' LWN SHLD ' ' 2-2.0' C&G SHLD PC= PI=10.9 PT= Δ=23 00'29.00" D=2 00' Δ=0 34'22.00" PI= Δ=69 43'38.00" D=0 20' PC= PI= PT= PI= Δ=72 03'01.00" Δ=0 23'00.00" PI= Δ=15 12'30.00" D=10 00' PC= PI= PT= Δ=3 10'00.00" PC= PI= PT= B=S87 58'39"W " X 83' CC " X 94' CC " X 73' CC #03 120' BR MPH MPH MPH ACCESS CLASS06
4 06/14/ /27/ /11/2018 FDOT 06/11/2018 FDOT /13/2017 Maintenance 03/27/ INSIDE CITY, AND URBAN INSIDE CITY, AND URBAN INSIDE CITY, NOT URBAN 100 * <=W MADISON ST A 1 EPPERSON ALTON RD APT ENT CR-100A LAKEWOOD DR CROS LAKE CEMETERY ID OF 6 UNSIGNED W PRATT ST ' ' 2-2.0' C&G SHLD ' ' PC= PI= PT= Δ=48 08'00.00" B=N43 53'19"W Δ=31 08'18.00" PC= PI= PT= ' X 3' X 72' CC " X 75' CC ' X 2' X 75' CC MPH ACCESS CLASS06 ACCESS CLASS SW 64 AVE 14.3 SW 65 AVE SW 66TH LN SW 75 PL SW 75TH AVE CR B=N75 01'35"W Δ=3 05'20.00" D=0 18' PC= PI= PT= " X 63' CC ' X 2' X 63' CC " X 80' CC
5 06/14/ /27/ /11/2018 FDOT 06/11/2018 FDOT /13/2017 Maintenance 03/27/ ID OF 6 SW 82 AVE SW 85 LN SW 101 AVE PC= PI= PT= Δ=8 24'00.00" B=N69 42'52"W " X 65' CC " X 64' CC " X 79' CC " X 67' CC ' X 2' X 64' CC DIV OF FORESTRY ENT ' X 2' X 66' CC " X 65' CC
6 06/14/ /27/ /11/2018 FDOT 06/11/2018 FDOT /13/2017 Maintenance 03/27/ SW 132ND AVE ID OF CR SW 130 PL NW 127 AVE CR NW 135 PL ' ' ' ' 5.0' PVD SHLD1 - LT 5.0' WARN SHLD1 - RT PC= PI= PT= Δ=12 24'26.00" B=N57 18'24"W ' X 2' X 68' CC " X 67' CC " X 78' CC ' X 2' X 75' CC SECTION ENDS: UNION CO LINE UNION CO LINE ' ' 5.0' PVD SHLD1 - LT 5.0' WARN SHLD1 - RT END MP: NET ID LENGTH: EMERGING CORRIDOR EMERGING CORRIDOR
FLORIDA DEPARTMENT OF TRANSPORTATION STRAIGHT LINE DIAGRAM OF ROAD INVENTORY " X 84' CC " X 84' CC 1.
ID 1 OF 5 SECTION BEGINS WASHINGTON CO LINE 0.0 1.0 2.0 3.0 OUTSIDE WASHINGTON CO LINE Δ=18 56'11.00" D=1 00' PC= PI=0.059 PT=0.237 B=S88 59'55"E B=S88 39'04"E 0.3 2-30" X 95' CC 0.999 2-36" X 88' CC 1.120
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24.005 /13/2018 FDOT /16/2018 HSA DS 24.005 08/23/2017 FDOT 09/11/2017 HSA DS ID 1 OF 5 SECTION BEGINS EAST END OF PCOLA BR EAST END OF PCOLA BR 0.0 1.0 2.0 3.0 INSIDE CITY, AND URBAN * GULF BREEZE * PENSACOLA
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CITY OF SAFETY HARBOR Engineering Department 750 Main Street Safety Harbor, FL Phone (727)
844 750 650 610 05 825 130 727 132 630 519 135 5 LEGION LN CX RAILROAD 202 1,100LF ± 860 840 810 211 212 750 730 700 208 650 616 213 214 10-97 10-96 10-94 204 867 855 221 250 765 735 235 2ND T 10' ALLEY
Page 1 of 7 YOUR TRIP: Total Route: 1 hr 55 min - 54.4 miles Est. Fuel cost: $3.23 - IRS Reimbursement: $29.39 650 9th Ave S, Safety Harbor, FL 34695-4246 1. Start out going west on 7th St S toward S Railroad
# Units: 1 Value: $577, Total Fees: $9,368.82
Permit# 14-2188 Applied: 8/14/2014 Issued: 10/13/2014 Finaled: 10/12/2016 Type: BLD-RES Work: NEW 6816 SQF SFD / 3 BDRM, 3.5 BATH, 3 CAR GARAGE W/GOLF CART SPOT, Sub Type: RSNW 5760 NORDEND WAY # Units:
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$ 139,096,765 CAPITAL EXPENDITURES:
REVENUES: Fund Balance October 1, 2015 $ 34,826,525 $ 34,826,525 Funds Spent on Jobs Prior to FY 2015/2016 8,535,677 8,535,677 Renewal & Replacement Transfer 2,022,939 2,025,264 2,022,939 2,022,939 2,022,939
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6 7 19 30 31 7 18 5 8 20 29 8 17 9 21 33 9 16 19 20 21 30 L-68A 32 5 29 33 L-37 B L-33 28 WP 3 10 15 22 27 F SW 185 Way 31 32 SW 18 Ave. SW 12 Ave. SW 136 Ave. Canal S.W. 12 Ave. TOLL 25 19 36 18 30 Road
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Booking #: 1809020 Arrest Date Time: 9/2/2018 10:58:19 PM AMYS APRIL STAR Arresting Officer(s): BP20103 Cameron 7TH ST N / 5TH AVE N BAYPORT 48 Hour Hold: 48 Hr RULE EXP 09/04/2018 @ 2258 169.14.2(a)(1)
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CAPITOL 10 0001-0105 ROW BRZ TIMES FARM ANDOVER BR 04581 O/ HOP RIVER 58 46 12 0 10 0004-0131 PE BRZ WHEELER LANE AVON REHAB BR 05850 O/ ROARING BROOK (PD ONLY) 110 88 0 22 10 0004-0132 PE STPH CT 10/OLD
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