SUWANNEE RIVER WATER MANAGEMENT DISTRICT CONTRACT PLANS FINANCIAL PROJECT ID CR 229 (CENTRAL AVE.) IMPROVEMENTS UNION COUNTY (39510)

Transcription

1 Contract Drawings

2 NE CONTRACT PLANS COMPONENTS ROADWAY PLANS SIGNING AND PAVEMENT MARKING PLANS CHIPLEY CONTRACT PLANS PENSACOLA ORT WALTON BEACH PANAMA CITY TALLAHASSEE 10 LAKE 295 CITY GAINESVILLE JACKSONVILLE ST AUGUSTINE INANCIAL PROJECT ID PROJECT LOCATION OCALA DELAND 4 DAYTONA BEACH INDEX O ROADWAY PLANS (EDERAL UNDS) NEW PORT RICHEY 75 4 ORLANDO BEACH LINE EXPRESSWAY MELBOURNE - COCOA 1 KEY (CENTRAL AVE.) IMPROVEMENTS TAMPA ST PETERSBURG LAKELAND BARTOW LORIDA'S TURNPIKE 2 SIGNATURE 3 SUMMARY O PAY ITEMS 4-5 TYPICAL SECTION 6 TURNOUT DETAILS 7 SUPERELEVATION DETAILS SQ-1 - SQ-14 SUMMARY O QUANTITIES 8 SUMMARY O DRAINAGE STRUCTURES 9-11 PROJECT LAYOUT 12 PROJECT NOTES PLAN S 24 INTERSECTION DETAIL DRAINAGE STRUCTURES 28 DRAINAGE STRUCTURE DETAILS 29 ROADWAY SOIL SURVEY CROSS SECTIONS CR 793 (SIDE ROAD) CROSS SECTIONS 54 STORM WATER POLLUTION PREVENTION PLAN 55 TEMPORARY TRAIC CONTROL PLAN GOVERNING DESIGN STANDARDS: GOVERNING STANDARD SPECIICATIONS: LAKE BUTLER lorida Department of Transportation, Y Design Standards ebook (DSeB) and applicable Design Standards Revisions (DSRs) at the following website: Division II and III of the lorida Department of Transportation, January 2017 MP Standard Specifications for Road and Bridge Construction at the following website: TO END PROJECT STA PP Special 11 Ave Johnstown Bryan : Rd. leming Ln Ch. NE ellowship UNION COUNTY (39510) Rd NE 222 Pl. Ter. R-20-E R-21-E NE 222 Pl NE149 St. 793 TO 229 SANDERSON RAIORD Pop Sap Cem. NE 133 Ln NE 237 Pl. 20 TO MACCLENNY 9 Raiford Tower TO STARKE 16 Union Correctional TO N STARKE Institution END BRIDGE # STA BEGIN BRIDGE # BEGIN PROJECT STA MP Mile STA KEY T PIERCE SARASOTA - BRADENTON 95 WEST PALM BEACH T MYERS 75 NAPLES 75 T LAUDERDALE MIAMI KEY WEST ROADWAY PLANS ENGINEER O RECORD: NORTH LORIDA PROESSIONAL SERVICES INC. CERTIICATE O AUTHORIZATION PROJECT MANAGER: Paul Webb, P.E. ISCAL YEAR as ammended by Contract Documents :53:04 AM X:\2015\L150903ELE\H. CADD\DGN\roadway\keysrd01.dgn

3 THE ABOVE PROESSIONAL ENGINEER SHALL BE RESPONSABLE OR THE OLLOWING S IN ACCORDANCE WITH RULE 61G ,.A.C. INDEX O ROADWAY PLANS 1 KEY 2 SIGNATURE 3 SUMMARY O PAY ITEMS 4-5 TYPICAL SECTION 6 TURNOUT DETAILS 7 SUPERELEVATION DETAILS SQ-1 - SQ-14 SUMMARY O QUANTITIES 8 SUMMARY O DRAINAGE STRUCTURES 9-11 PROJECT LAYOUT 12 PROJECT NOTES PLAN S 24 INTERSECTION DETAIL DRAINAGE STRUCTURES 28 DRAINAGE STRUCTURE DETAILS 29 ROADWAY SOIL SURVEY CROSS SECTIONS CR 793 (SIDE ROAD) CROSS SECTIONS 54 STORM WATER POLLUTION PREVENTION PLAN 55 TEMPORARY TRAIC CONTROL PLAN ROAD COUNTY INANCIAL PROJECT ID SIGNATURE 149 UNION :53:04 AM X:\2015\L150903ELE\H. CADD\DGN\roadway\keysrd01.dgn

4 PROPOSAL SUMMARY O PAY ITEMS OR PROJECT PROJECT : COUNTY : UNION COUNTY/SECTION : SUMMARY O ROADWAY ITEM NUMBER ITEM UNIT QUANTITY TOTAL MOBILIZATION LS MAINTENANCE O TRAIC LS SEDIMENT BARRIER L LOATING TURBIDITY BARRIER L CLEARING AND GRUBBING LS BORROW EXCAVATION, TRUCK MEASURE CY REGULAR EXCAVATION 3R PROJECTS CY TYPE B STABALIZATION SY OPTIONAL BASE GROUP 6 SY TURNOUT CONSTRUCTION SY SUPERPAVE ASPHALTIC CONC, TRAIC B TN PIPE CULVERT, OPTIONAL MATERIAL, ROUND, 18"SD L PIPE CULVERT,OPTIONAL MATERIAL,ROUND, 24"S/CD L PIPE CULVERT, OPT MATERIAL, ROUND, 30"S/CD L MITERED END SECTION, OPTIONAL ROUND, 24" CD EA MITERED END SECTION, OPTIONAL ROUND, 30" CD EA MITERED END SECTION, OPTIONAL ROUND, 18" SD EA GUARDRAIL -ROADWAY, GENERAL TL-3 L SPECIAL GUARDRAIL POST- SPECIAL STEEL POST OR CONCRETE STRUCTURE MOUNT EA GUARDRAIL REMOVAL L GUARDRAIL END ANCHORAGE ASSEMBLY/END TREATMENT- LARED EA GUARDRAIL END ANCHORAGE ASSEMBLY/END TREATMENT- PARALLEL EA GUARDRAIL END ANCHORAGE ASSEMBLY/END TREATMENT- TYPE CRT EA RUMBLE STRIPS PS PERORMANCE TUR SY PERORMANCE TUR, SOD SY PROPOSAL SUMMARY O PAY ITEMS OR PROJECT PROJECT : COUNTY : UNION COUNTY/SECTION : SUMMARY O SIGNING ITEM NUMBER ITEM UNIT QUANTITY TOTAL SINGLE POST SIGN, &I GROUND MOUNT, UP TO 12 S AS SINGLE POST SIGN, REMOVE AS SIGN PANEL, RELOCATE, UP TO 12 S EA SIGN PANEL, REMOVE, UP TO 12 S EA RETRORELECTIVE SIGN STRIP- URNISH AND INSTALL, 2' EA OBJECT MARKER, TYPE 1 EA OBJECT MARKER, TYPE 3 EA PAINTED PAVEMENT MARKINGS, INAL SURACE LS THERMOPLASTIC, STANDARD, WHITE, SOLID, 18" OR DIAGONALS AND CHEVRONS L THERMOPLASTIC, STANDARD, WHITE, SOLID, 24" OR STOP LINE AND CROSSWALK L THERMOPLASTIC, STANDARD-OTHER SURACES, WHITE, SOLID, 6" GM THERMOPLASTIC, STANDARD-OTHER SURACES, YELLOW, SOLID, 6" GM ROAD COUNTY INANCIAL PROJECT ID SUMMARY O PAY ITEMS 150 UNION $USER$ $$ $TIME$ $ILE$

5 R/W 50' R/W 50' R/W LINE R/W LINE "Y" LIMITS O CONSTRUCTION 2' MIN. 1:4 3' STD WIDTH MATCH EXISTING DITCH GRADE 3' TYP. TUR 1:4 6' SHLDR. 2' SHLDR. PAVT. STANDARD CLEARING AND GRUBBING VARIES 2'-8" SOD TREATMENT I (INDEX 105) 4" ' TRAVEL LANES MATCH EXIST. MATCH EXISTING CROSS SLOPE OBG 6 EDGE O PAVEMENT TYPE SP (3") WIDENING *5'± RESURACING 12' TRAVEL LANES WIDENING *5'± MATCH EXIST. 12" TYPE B STABILIZATION LBR 40 "Y" THE AREA DISTURBED BY CONSTRUCTION VARIES 30 BEVEL 6' SHLDR. 2' SHLDR. PAVT. 4" :4 TUR STANDARD CLEARING AND GRUBBING N.T.S NOT TO SCALE 2'-8" SOD TREATMENT I (INDEX 105) 2'-8" STAGGERED SOD BLOCKS LIMITS O CONSTRUCTION "Y" 2' MIN. *EXISTING PAVEMENT WIDTH VARIES. WIDEN OR 12' TRAVEL LANES WITH 2' SHOULDER PAVEMENT BACKILL MATERIAL BOTTOM O TRENCHING OR BLADING SOD (AVG. DEPTH 1 1/2") (2" MIN) TYPICAL SECTION #1 COUNTY ROAD 229 STA TO STA RESURACING TYPE SP STRUCTURAL COURSE (TRAIC B) (1 ƀ"), WIDENING OPTIONAL BASE GROUP 6 WITH TYPE SP STRUCTURAL COURSE (TRAIC B) (1 ƀ") TYPE SP STRUCTURAL COURSE (TRAIC B) (1 ƀ") TRAIC DATA ESTIMATED 2014 AADT = 550 DESIGN SPEED = 40 MPH TYPICAL SECTION NOTES 1. ALL COMPACTION O ANY MATERIAL SHALL BE LIMITED TO THE STATIC MODE ONLY, UNLESS APPROVED BY THE ENGINEER SAETY EDGE DETAIL (OR EDGE O PAVEMENT ON BOTH SIDES O ROADWAY) STA TO STA ROAD COUNTY INANCIAL PROJECT ID UNION TYPICAL SECTION :53:04 AM X:\2015\L150903ELE\H. CADD\DGN\roadway\typsrd01.dgn

6 CONST. CR 793 R/W VARIES (40' MIN.) R/W VARIES (40' MIN.) R/W LINE R/W LINE NATURAL GROUND "Y" LIMITS O CONSTRUCTION 2" MIN. 1:4 3' STD WIDTH MATCH EXISTING DITCH GRADE 3'± ' 2.5'± CLEARING AND GRUBBING. TUR 1:4 2'-8" SOD TREATMENT I (INDEX 105) 6' SHLDR EXISTING PAVEMENT EXSTING PAVEMENT TO REMAIN TYPICAL SECTION #2 COUNTY ROAD 793 STA TO STA SHOULDER CONSTRUCT 6' GRASS SHOULDERS AND NEW RONT SLOPES TRAIC DATA DESIGN SPEED = 30 MPH 2'-8" SOD TREATMENT I (INDEX 105) 6' SHLDR CLEARING AND GRUBBING 1:4 TUR 3'±' ' 2.5'±. 1:4 LIMITS O CONSTRUCTION "Y" 2" MIN. 3' STD WIDTH MATCH EXISTING DITCH GRADE NATURAL GROUND "Y" THE AREA DISTURBED BY CONSTRUCTION VARIES ROAD COUNTY INANCIAL PROJECT ID UNION TYPICAL SECTION :53:04 AM X:\2015\L150903ELE\H. CADD\DGN\roadway\typsrd01.dgn

7 5' VARIES SEE PLAN 14' 1 1 4' GRASSED SHOULDER MIN. (TYP.) VARIES SEE PLAN EXISTING SIDEDRAIN TO REMAIN UNLESS OTHERWISE NOTED MATCH EXISTING ELEVATION SP 1.5" EXISTINGASPHALT EXISTING BASE PAVED ROADS LOCATION PAVEMENT SHALL BE TYPE SP STRUCTURAL COURSE (TL-B) (1.5") SIDE RT RT LT LT PAVED CONNECTION TO EXISTING COUNTY PAVED ROADS SP 1.5"SP 1.5" OBG 6 VARIES WIDENING (NTS) VARIES SEE PLAN MATCH EXIST. ELEV. VARIBLE DEPTH MILLING 0" TO 1.5" LOCATION DRIVEWAYS PAVEMENT SHALL BE TYPE SP STRUCTURE COURSE (1.5") WITH OPTIONAL BASE GROUP 1 SP 1.5" EXISTINGASPHALT EXISTING BASE SP 1.5" SIDE RT RT LT PRIVATE DRIVE CONNECTION OR EXISTING UNPAVED DRIVEWAYS SP 1.5" OBG 6 VARIES WIDENING (NTS) 5' 0.06 SP 1.5" OBG 1 I REQUIRED, MAKE LUSH CONNECTION USING LIMEROCK VARIES EXISTING SURACE ROAD COUNTY INANCIAL PROJECT ID UNION TURNOUT DETAILS :53:05 AM X:\2015\L150903ELE\H. CADD\DGN\roadway\typsrd02.dgn

8 SUPERELEVATION CORRECTION DATA (CURVE DATA) CURVE - CLCONST4 SUPERELEVATION CORRECTION INORMATION TRANSITION LENGTH =216' CURVE DATA EXIST. CROSS SLOPE PROP. CROSS SLOPE LOCATION STATION DELTA = 39 09' 42.00" LT LET RIGHT LET RIGHT DEGREE = 6 03' 47.00" BEGIN SUPERELEVATION TRANSITION = TANGENT = LAT SECTION = LENGTH = REVERSE CROWN = RADIUS = 945 BEGIN ULL SUPERELEVATION = PC STA = END ULL SUPERELEVATION = PT STA = REVERSE CROWN = PROPOSED emax = 0.07 LAT SECTION = END SUPERELEVATION TRANSITION = SUPERELEVATION CORRECTION DATA (CURVE DATA) CURVE - CLCONST5 SUPERELEVATION CORRECTION INORMATION TRANSITION LENGTH = 288.0' CURVE DATA EXIST. CROSS SLOPE PROP. CROSS SLOPE LOCATION STATION DELTA = 64 52' 19.00" RT LET RIGHT LET RIGHT DEGREE = 11 07' 31.00" BEGIN SUPERELEVATION TRANSITION = TANGENT = LAT SECTION = LENGTH = REVERSE CROWN = RADIUS = 515 BEGIN ULL SUPERELEVATION = PC STA = END ULL SUPERELEVATION = PT STA = REVERSE CROWN = PROPOSED emax = 0.10 LAT SECTION = END SUPERELEVATION TRANSITION = ROAD COUNTY INANCIAL PROJECT ID UNION SUPERELEVATION DETAILS :53:05 AM X:\2015\L150903ELE\H. CADD\DGN\roadway\TYPSRD03.DGN

9 SUMMARY O LUMP SUM ITEMS PAY ITEM PAY ITEM QUANTITY P DESIGN NOTES CONSTRUCTION REMARKS MOBILIZATION MAINTENANCE O TRAIC CLEARING AND GRUBBING AC SUMMARY O EROSION AND SEDIMENT CONTROL DEVICES PAY ITEM PAY ITEM P SUMMARY O EARTHWORK CY DESIGN NOTES REGULAR EXCAVATION (MAINLINE) STA TO STA TOTAL CR 793 (SIDE ROAD) STA TO STA BORROW EXCAVATION, TRUCK MEASURE (MAINLINE) STA TO STA SUBTOTAL ILL ADJUSTMENT (10%) ( X 0.10) SUBTOTAL TRUCK ADJUSTMENT (25%) ( X 0.25) LESS 400 CY ROM REGULAR EXCAVATION TOTAL: 4484 LOCATION STA. TO STA. SIDE AREA ID to LT to RT SEDIMENT BARRIER LOATING TURBIDITY BARRIER CR 793 (SIDE ROAD) STA TO STA L L P P to RT 40.0 SUB-TOTAL: TOTAL: CONSTRUCTION REMARKS CONSTRUCTION REMARKS ROAD COUNTY INANCIAL PROJECT ID SUMMARY O QUANTITIES 155 UNION SQ-1 10:53:05 AM X:\2015\L150903ELE\H. CADD\DGN\roadway\sumqrd01.dgn

10 SUMMARY O TURNOUT CONSTRUCTION LOCATION STA. TO STA. SIDE AREA ID SY P CONSTRUCTION REMARKS to RT to RT to LT SUB-TOTAL: 31.8 TOTAL: 32 SUMMARY O PAVEMENT PAY ITEM PAY ITEM STA. TO STA. LOCATION RUMBLE STRIPS TO RT TO TYPE B STABILIZATION TO LT SY WIDTH IS AVG WIDTH TO LT TO LT TO LT WIDTH IS AVG WIDTH TO RT WIDTH IS AVG WIDTH TO RT TO RT TO RT TO RT WIDTH IS AVG WIDTH OPTIONAL BASE, BASE GROUP TO LT SY WIDTH IS AVG WIDTH TO LT TO LT WIDTH IS AVG WIDTH TO RT WIDTH IS AVG WIDTH TO RT TO RT WIDTH IS AVG WIDTH SUPERPAVE ASPHALTIC CONCRETE (B) TO WIDENING 165/SY LT TN WIDTH IS AVG WIDTH SIDE TO WIDENING 165/SY LT TO WIDENING 165/SY LT WIDTH IS AVG WIDTH TO WIDENING 165/SY RT WIDTH IS AVG WIDTH TO WIDENING 165/SY RT TO WIDENING 165/SY RT WIDTH IS AVG WIDTH TO /SY LT WIDTH IS AVG WIDTH TO /SY LT TO /SY LT WIDTH IS AVG WIDTH TO /SY LT WIDTH IS AVG WIDTH TO /SY RT RT AREA ID TO /SY LT WIDTH IS AVG WIDTH TO RT NE 233 LANE TO RT DRIVEWAY TO RT DRIVEWAY TO RT UNNAMED STREET TO LT CR TO LT DRIVEWAY LENGTH TO LT MORMAN LANE TO LT/RT OVERBUILD WIDTH UNIT PS 4 QUANTITY TOTAL P P 4 DESIGN NOTES SR CR 793 CONSTRUCTION REMARKS ROAD COUNTY INANCIAL PROJECT ID SUMMARY O QUANTITIES 156 UNION SQ-2 10:53:05 AM X:\2015\L150903ELE\H. CADD\DGN\roadway\sumqrd01.dgn

11 SUMMARY O PERORMANCE TUR LOCATION STA. TO STA. SIDE AREA ID LENGTH WIDTH PERORMANCE TUR PERORMANCE TUR (SOD) SY SY P P CONSTRUCTION REMARKS to LT to RT to RT to RT to RT to RT to LT to LT to LT to LT to RT to RT to RT to RT to RT to LT to LT to LT LOCATION STA. TO STA. SIDE GUARDRAIL ROADWAY GENERAL (TL-3) SUB-TOTAL: TOTAL: SPECIAL STEEL POST OR CONCRETE STRUCTURE MOUNT GUARDRAIL REMOVAL SUMMARY O GUARDRAIL GUARDRAIL END ANCHORAGE ASSEMBLY/END TREATMENT- LARED GUARDRAIL END ANCHORAGE ASSEMBLY/END TREATMENT- PARALLEL GUARDRAIL END ANCHORAGE ASSEMBLY/END TREATMENT- TYPE CRT L EA L EA EA EA P P P P P P TO LT 58.3 CR 793 (SIDE ROAD) TO RT TO RT (NESTED W-BEAM) TO RT (CRT 8' RADIUS 132 BEND) TO LT TO LT (NESTED W-BEAM) TO LT SUB-TOTAL: TOTAL: DESIGN NOTES CONSTRUCTION REMARKS ROAD COUNTY INANCIAL PROJECT ID SUMMARY O QUANTITIES 157 UNION SQ-3 10:53:05 AM X:\2015\L150903ELE\H. CADD\DGN\roadway\sumqrd01.dgn

12 QUANTITY STR. STATION SIDE BARRELS STORM AND CROSS DRAIN OPTIONAL TYPE ROUND SHAPE MITERED END SECTION PER. TUR (SOD) 24" 30" 24" 30" SY P LT MES, Pipe P RT MES, Pipe P LT MES, Pipe 1 4' 1 28 P RT MES, Pipe 1 4' 1 28 P LT MES, Pipe 1 4' 1 31 P RT MES, Pipe 1 4' 1 31 P LT MES, Pipe 1 8' 1 28 P RT MES, Pipe 1 8' 1 28 P RT MES, Pipe 1 4' 1 28 P LT MES, Pipe 1 4' 1 28 REMARKS P LT MES, Pipe 3 24' 3 41 Triple MES P RT MES, Pipe 3 24' 3 41 Triple MES GRAND TOTALS- SUMMARY O CROSSDRAIN & MITERED END SECTION LOCATION STA. TO STA. PLAN QUANTITY 32' 64' 6 INAL QUANTITY SUMMARY O SIDEDRAIN & MITERED END SECTIONS SID E PIPE LENGTH - L ROUND ( ) MES - EA 10 ROUND ( ) 18" 18" P P to RT to RT to RT to LT to LT SUB-TOTAL: TOTAL: DESIGN NOTES VARIES EXCUVATE & REGRADE DITCH CONSTRUCTION REMARKS f PIPE LENGTH OR MITERED END SECTION SEE IDEX 273 CROSSDRAIN/SIDEDRAIN DETAILS TOTAL LENGTH O PIPE TO BE INSTALLED (INCLUDED MITERED END SECTIONS) DRIVEWAY PIPE SEE INDEX 515 AND 273 THE LENGTH O PIPE SHOWN IN PLANS AND SUMMARY f PIPE LENGTH OR MITERED END SECTION SEE IDEX 273 OR DETAILS AND DIMENSIONS O SIDEDRAIN MITERED END SECTIONS, SEE DESIGN STANDARD 273. OR DETAILS AND DIMENSIONS O SIDEDRAIN MITERED END SECTIONS, SEE DESIGN STANDARD 272 VARIES EXCUVATE & REGRADE STATIONSREERENCED IN THE SUMMARY O SIDEDRAINS ARE TOT HE CENTER O THE PIPE AND MAY BE ADJUSTED AS NEEDED. PROPOSED LOW LINES SHALL MATCH EXISTING LOW LINES ON ALL CROSSDRAIN/SIDEDRAIN EXTENSIONS. EXCAVATE AS NEEDED. DITCH CONSTRUCT 10' LONG, 2' WIDE BOTTOM, DITCH CONNECTING THE MITERED END SETION TO THE EXISTING DITCH, ROAD COUNTY INANCIAL PROJECT ID UNION SUMMARY O DRAINAGE STRUCTURES :53:06 AM X:\2015\L150903ELE\H. CADD\DGN\drainage\SUMDRD01.DGN

13 ROAD COUNTY INANCIAL PROJECT ID UNION PROJECT LAYOUT :53:06 AM X:\2015\L150903ELE\H. CADD\DGN\roadway\playrd01.dgn

14 STA BENCHMARK DATA BENCHMARK STATION OSET ELEVATION BM LT X4 CMON W/ BRASS DISK BM2 TBM LT /8" IRC W/ ALUMINUM CAP " TBM1" TBM LT /8" IRC W/ ALUM DISK " TBM2" TBM LT /8" IRC W/ ALUM DISK " TBM3" BM RT X4 CMON WITH BRASS DISK BM1 STA STA ' N 88 25'51.9" E ' S 1 34'8.1" W ' S 16 30'2.5" W ' S 54 31'16.4" W STA ' S 29 59'18.7" W STA ROAD COUNTY INANCIAL PROJECT ID UNION PROJECT LAYOUT :53:06 AM X:\2015\L150903ELE\H. CADD\DGN\roadway\playrd01.dgn

15 SR 121 ROAD COUNTY INANCIAL PROJECT ID UNION PROJECT LAYOUT :53:06 AM X:\2015\L150903ELE\H. CADD\DGN\roadway\playrd01.dgn

16 PROJECT NOTES PAY ITEM NOTES BENCHMARK ELEVATIONS SHOWN ON THE PLANS ARE NORTH AMERICAN VERTICAL DATUM O 1988 (NAVD 88). THE CONTRACTOR SHALL VERIY ALL EXISTING CONDITIONS AND DIMENSIONS AT THE JOB SITE TO INSURE THAT ALL NEW WORK WILL IT IN THE MANNER INTENDED IN THE PLANS. SHOULD ANY CONDITIONS EXIST THAT ARE CONTRARY TO THOSE SHOWN ON THE PLANS, THE CONTRACTOR SHALL NOTIY THE ENGINEER O SUCH DIERENCES IMMEDIATELY AND PRIOR TO PROCEEDING WITH THE WORK. ANY PUBLIC LAND CORNER WITHIN THE LIMITS O CONSTRUCTION SHALL BE PROTECTED. I A CORNER MONUMENT IS IN DANGER O BEING DESTROYED AND HAS NOT BEEN PROPERLY REERENCED, THE CONTRACTOR SHOULD NOTIY THE ENGINEER. THE CONTRACTOR SHALL IMPLEMENT COMPONENTS O HIS EROSION AND SEDIMENTATION CONTROL PLAN PRIOR TO ANY EARTH DISTURBING ACTIVITIES. ALL COMPONENTS SHALL BE MAINTAINED BY THE CONTRACTOR UNTIL ALL VEGETATION IS ESTABLISHED, THE ENTIRE PROJECT AREA IS STABILIZED AND THE OWNER HAS ACCEPTED OPERATION AND MAINTENANCE. ALL DISTURBED AREAS NOT SODDED SHALL BE SEEDED WITH A MIXTURE O LONG-TERM VEGETATION AND QUICK GROWING SHORT-TERM VEGETATION OR THE OLLOWING CONDITIONS. OR THE MONTHS ROM SEPTEMBER THROUGH MARCH, THE MIX SHALL CONSIST O 70 POUNDS PER ACRE O LONG-TERM SEED AND 20 POUNDS PER ACRE O WINTER RYE. OR THE MONTHS O APRIL THOUGH AUGUST, THE MIX SHALL CONSIST O 70 POUNDS PER ACRE O LONG-TERM SEED AND 20 POUNDS PER ACRE O MILLET MAINTENANCE O TRAIC - INCLUDES ALL ELEMENTS REQUIRED OR THE TRAIC CONTROL PLAN, CONSTRUCTION STAKE OUT AND INCLUDES TEMPORARY CENTERLINE DELINEATION AND STOP BARS PLACED AT ALL NON-WORKING TIMES. SEDIMENT BARRIER - INCLUDES HAY BALES, STAKED SILT ENCE, AND OTHER ITEMS NECESSARY OR THE CONTROL O EROSION AND OR PREVENTING SEDIMENT ROM LEAVING THE PROJECT R/W. CLEARING AND GRUBBING - NOTE THE MINOR NATURE O THE WORK (SCRAPING BACK AT PAVEMENT EDGE, MINOR DEBRIS REMOVAL). TURNOUT CONSTRUCTION - INCLUDES THE EXCAVATION, COMPACTION O SUBGRADE, BASE MATERIAL AND BASE CONSTRUCTION OR ALL TURNOUTS. SPECIICALLY DOES NOT INCLUDE ASPHALT PAVEMENT. INCLUDES 440 TONS OR OVERBUILD THROUGH THE SUPERELEVATION CORRECTION AREAS EXISTING DRAINAGE STRUCTURES WITHIN THE CONSTRUCTION LIMITS SHALL REMAIN UNLESS OTHERWISE NOTED IN THE PLANS. THE LOCATION(S) O THE UTILITIES SHOWN IN THE PLANS (INCLUDING THOSE DESIGNATED Vv, Vh, AND Vvh) ARE BASED ON LIMITED INVESTIGATION TECHNIQUES AND SHOULD BE CONSIDERED APPROXIMATE ONLY. THE VERIIED LOCATIONS/ELEVATIONS APPLY ONLY AT THE POINTS SHOWN. INTERPOLATIONS BETWEEN THESE POINTS HAVE NOT BEEN VERIIED. UTILITY AGENCY OWNERS: WINDSTREAM COMMUNICATIONS CLAY ELECTRIC KEYSTONE DISTRICT LORIDA POWER & LIGHT - UNION LORIDA IBER NETWORKS LEVEL 3 COMMUNICATIONS AT&T DISTRIBUTION LOCATE DAMAGE PREVENTION GROUP BILL STRASSBERGER TRACY STERN LARRY ENGLISH NETWORK RELATIONS DINO ARRUGGIO (800) DAY: (352) X8294 ALT: (352) DAY: (800) ALT: (386) DAY: (352) ALT: (352) (877) X2 (561) CONTRACTOR SHALL VERIY INVERT ELEVATIONS ON ALL NEW DRAINAGE STRUCTURES, INCLUDING CULVERTS, PRIOR TO PLACING ANY BASE MATERIAL. DEVIATIONS ROM THE PLANS SHALL BE APPROVED BY THE ENGINEER BEORE CONTINUING WORK. NO WORK SHALL BE PERORMED ON SUNDAY WITHOUT WRITTEN PERMISSION ROM THE COUNTY MANAGER PAINTED PAVEMENT MARKINGS-INAL SURACE - INCLUDES ALL PERMANENT PAINTED PAVEMENT MARKINGS AND THERMOPLASTIC. ALL PERMANENT PAINTED PAVEMENT MARKINGS SHALL RECEIVE ONE APPLICATION O PAINT AND ONE APPLICATION O THERMOPLASTIC: THE IRST APPLICATION SHALL OCCUR AS SOON AS POSSIBLE ATER THE INAL SURACE IS PLACED AND THE THERMOPLASTIC SHALL BE PLACED ATER AN ADEQUATE AMOUNT O TIME HAS PASSED OR THE ASPHALT CONCRETE TO CURE. ROAD COUNTY INANCIAL PROJECT ID PROJECT NOTES 162 UNION :53:06 AM X:\2015\L150903ELE\H. CADD\DGN\roadway\gnntrd01.dgn

17 PC STA N MATCH LINE STA BRIDGE BEGIN PROJECT/BEGIN SIGNING AND PAVEMENT MARKINGS STA CURVE DATA CLCONST1 PI STA. = T = L = R = 1, PC STA. = PT STA. = N 30 eet eet MATCH LINE STA MATCH LINE STA ROAD COUNTY INANCIAL PROJECT ID UNION :53:09 AM PLAN X:\2015\L150903ELE\H. CADD\DGN\roadway\PLANRD01.dgn

18 N MATCH LINE STA MATCH LINE STA CURVE DATA CLCONST1 PI STA. = T = L = R = 1, PC STA. = PT STA. = EXTEND PIPE AND CONSTRUCT MES. S PT STA eet EXTEND PIPE AND S-2 CONSTRUCT MES. N eet MATCH LINE STA MATCH LINE STA ROAD COUNTY INANCIAL PROJECT ID UNION PLAN :53:10 AM X:\2015\L150903ELE\H. CADD\DGN\roadway\PLANRD02.dgn