Loading...
HomeMy WebLinkAboutAPPROVED SLC Permit App TCIA-2Copyright © CONTRACT DRAWINGS FOR THE CONSTRUCTION OF STORMWATER FACILITY IMPROVEMENT PROJECTS ST. LUCIE COUNTY 3000 CURTIS KING BLVD FORT PIERCE, FL CLIENT BID NO. : 20-0XX FDOT PROJECT: 431000-1-94-01 NOVEMBER 2020 LOCATION MAP GI001 C&S PROJECT: O49.006.001 ISSUED FOR CONSTRUCTION PROJECT LOCATION T S A T S A TW Y CTWY DTWY DTWY ETWY ETWY E TW Y C TW Y C TW Y C TWY C1TWY C4TWY C8TWY C7TW Y B TW Y B TW Y B TW Y B TWY B3 RW Y 1 4 - 3 2 RW Y 1 4 - 3 2 RW Y 1 4 - 3 2 COUNTY RD 608 CURTIS KING BLVDPAN AM BOULEVARD AVIATOR WAYAI R M A N ' S D R COUNTY RD 608CURTIS KING BLVDTAILWIND DR. ST. LUCIE BLVD. TERMINAL HAMMOND RD.CUSTOMS TOFA TOFA TOFA TSATSATSATSATO F A 100 101 102 103 104 105 A B BAAB A B B B B A A CB 110 105 C C C C C C C C 104 C C ACCESS THROUGH GATE 640 C POINT NO. 01 LAT: N27° 29' 27.71" LONG: W80° 22' 03.46" ELEV.: 19.00' 25' HEIGHT POINT NO. 02 LAT: N27° 29' 25.09" LONG: W80° 22' 05.29" ELEV.: 21.00' 25' HEIGHT POINT NO. 03 LAT: N27° 29' 17.85" LONG: W80° 21' 55.26" ELEV.: 18.80' 25' HEIGHT POINT NO. 04 LAT: N27° 29' 15.94" LONG: W80° 21' 55.84" ELEV.: 17.65' 25' HEIGHT POINT NO. 05 LAT: N27° 29' 03.94" LONG: W80° 21' 47.72" ELEV.: 21.85' 25' HEIGHT POINT NO. 06 LAT: N27° 29' 04.47" LONG: W80° 21' 59.52" ELEV.: 22.00' 25' HEIGHT CONSTRUCTION SAFETY AND PHASING PLAN - OVERALL D.R. SAUNDERS/R.J. KOLLER M.E. BARR M.E. BARR AUGUST 2020 O49.006.001FORT PIERCE, FLTREASURE COAST INTERNATIONAL AIRPORTST. LUCIE COUNTYSTORMWATER FACILITYIMPROVEMENT PROJECTS605 E. Robinson Street, Suite 210 Orlando, FL 32801 407-422-1118 407-841-9149 GC101 B A 1 2 3 C 1 2 3 B Copyright A 4 C 4 www.cscos.com C&S Engineers, Inc. Phone: Fax:ISSUE D F O R C O N S T R U C TI O N A1 SCALE: 1" = 200' CONSTRUCTION SAFETY AND PHASING PLAN - OVERALL SCALE: NOT TO SCALEA4LEGEND SCALE: NOT TO SCALEB4KEY NOTES 100.CONTRACTOR'S STAGING AREA; CONTRACTOR SHALL RESTORE TO EQUAL OR BETTER CONDITIONS AT THE COMPLETION OF ALL WORK 101.BASE BID PROJECT LIMITS (WORK AREA A) 102.ALTERNATE NO. 01 PROJECT LIMITS (WORK AREA B) 103.CONTRACTOR'S ACCESS TO STAGING AREA 104.CONTRACTOR'S ACCESS TO WORK AREAS 105.NO CONSTRUCTION TRAFFIC ON APRON AREAS OUTSIDE PROJECT LIMITS 110.ALTERNATE NO. 02 PROJECT LIMITS (WORK AREA C) 400FT.2000200 200' A B CONTRACTORS ACCESS ROUTE (TYP.) CONTRACTORS STAGING AREA (TYP.) DENOTES WORK AREA ASSOCIATED WITH PROPOSED WORK, FEATURE, ACTION, ETC. A - BASE BID B - ALTERNATE NO. 01 C - ALTERNATE NO. 02 C X X X X X X XXCURTIS KING BLVDAPRON VEHICLE PARKING VEHICLE PARKING VEHICLE PARKING CUSTOMS TERMINAL pqpqpqpqpqpqpqpqpqpqpqpqpqpqpqpqpqpqpqpqpqpqpqpqpqpqpqpqpqpqpqpqpqXX X X X 106 109 105 101 107 24" RCPA A A A A 15'±104 SF SF SF SF APPROXIMATE TURN POINT OF SILT FENCE BEGINNING OF SILT FENCE END OF SILT FENCE ACROSS DITCH CONSTRUCTION SAFETY AND PHASING PLAN - BASE BID D.R. SAUNDERS/R.J. KOLLER M.E. BARR M.E. BARR AUGUST 2020 O49.006.001FORT PIERCE, FLTREASURE COAST INTERNATIONAL AIRPORTST. LUCIE COUNTYSTORMWATER FACILITYIMPROVEMENT PROJECTS  605 E. Robinson Street, Suite 210 Orlando, FL 32801 407-422-1118 407-841-9149 GC102 B A 1 2 3 C 1 2 3 B Copyright A 4 C 4 www.cscos.com C&S Engineers, Inc. Phone: Fax: A1 SCALE: 1" = 30' CONSTRUCTION SAFETY AND PHASING PLAN - BASE BID SCALE: NOT TO SCALEA4LEGEND SCALE: NOT TO SCALEB4SHEET NOTES 101.BASE BID PROJECT LIMITS (WORK AREA A) 104.CONTRACTOR'S ACCESS TO WORK AREAS 105.NO CONSTRUCTION TRAFFIC ON APRON AREAS OUTSIDE PROJECT LIMITS 106.INSTALL TEMPORARY FENCE ALONG APRON, ITEM F-162, SEE DETAIL B3/GC501 107.INSTALL SILT FENCE ALONG THE EDGE OF WORK AREA AS SHOWN FOR BARRIER AND INSTALL SILT FENCE ACROSS THE DITCH LINE AS SHOWN, ITEM FDOT 104. INCIDENTAL TO ITEM C-106. SILT FENCE SHALL REMAIN AT THE END OF THE PROJECT IN GOOD CONDITION ALONG THE EDGE OF PARKING ONLY. SILT FENCE SHALL BE REMOVED ACROSS THE DITCH AT THE COMPLETION OF THE PROJECT. 109.INSTALL BARRICADES ALONG APRON, SEE DETAIL A3/GC501, ITEM C-106 60FT.30030 30' pqpqpqpqpqpq A B TEMPORARY BARRICADE (TYP.) CONTRACTORS ACCESS ROUTE (TYP.) DENOTES WORK AREA ASSOCIATED WITH PROPOSED WORK, FEATURE, ACTION, ETC. A - BASE BID B - ALTERNATE NO. 01 C - ALTERNATE NO. 02 C SCALE: NOT TO SCALEC4KEY NOTES 1.PRIOR TO ANY WORKING BEGINNING, CONTRACTOR SHALL INSTALL THE BARRICADES AND TEMPORARY FENCE AND HAVE IT APPROVED BY THE AIRPORT. 2.SEE CONSTRUCTION SAFETY AND PHASING PLAN, ATTACHMENT "A" TO ITEM C-106 FOR SEQUENCING AND DURATIONS. (SPECIFICALLY SECTION 3.2) SCALE: NOT TO SCALEB1PROPOSED PAVEMENT SECTION 6" LIMEROCK BASE COURSE; FDOT-285 PRIME AND TACK COAT; FDOT-300 1.5" SUPERPAVE ASPHALT CONCRETE; FDOT-334 SCALE: NOT TO SCALEA4CONCRETE FLUME DETAIL #9 GAUGE TIE AT 24" #9 GAUGE TIE WIRE @ 14" LINE POST GRADE #7 GAUGE COILED TENSION WIRE ATTACHED WITH HOG RINGS AT 24" MAX. GROUND ROD #6 SOLID BARE COPPER WIRE 2" MESH #9 GAUGE WIRE TENSION BAR BRACE PIPE, TRUSS RODS & TURNBUCKLES ON BOTH SIDES OF ALL TERMINAL POSTS BRACE PIPE, LOCATED AT MID-POINT OF FABRIC HEIGHT TERMINAL POST CONTINUOUS TOP RAIL 5'-0"4'-6"4'-0"4'-6"18" DIA. 12" DIA. 12" MIN. 10'-0" O.C. MAX.1" MIN.4" MAX.6"CONCRETE 45° BARBED WIRE BRACKET ANGLED AWAY FROM ENCLOSED AREA BOLT BRACKET TO POST FROM THE SECURE SIDE 2 - STRAND TWISTED 12 1/2 GAUGE BARBED WIRE WITH 14 GAUGE 4 POINT BARBS SPACED AT 5"± CLAMP GROUND WIRE TO FENCE POST AND GROUND ROD1'-0"8'-0"10'-0" O.C. MAX. SCALE: NOT TO SCALEB2CHAIN LINK FENCE DETAIL 28.5' PLAN PROFILE EXISTING APRON 12" FOOTER FLOWLINE ENERGY DISSIPATOR, SEE DETAIL B3, THIS SHEET SCALE: NOT TO SCALEB3TYPICAL ENERGY DISSIPATOR SECTION TRENCH TO BE FILLED WITH 4" DIAMETER RIPRAP OR CONCRETE RUBBLE 10' FLUME S L O P E 18" DEPTH(TYP.)LINE TRENCH WITH SUBSURFACE TYPE FILTER FABRIC WITH TOE-IN ALONG ALL EDGES NOTES: 1.FLUME SHALL BE INSTALLED FLUSH WITH EXISTING APRON AND PROPOSED GRADE AND SHALL MAINTAIN EXISTING DRAINAGE PATTERNS. 2.FLUME TO BE LOCATED IN LOW POINT AS DESIGNATED ON PLANS.6" CONCRETE,TYPE IV2 1 2 1 BOTTOM OF DITCH SAME ELEVATION CHECK DAM NOTES: 1. STONE WILL BE PLACED ON A GEOTEXTILE FABRIC FOUNDATION TO THE LINES, GRADES AND LOCATIONS AS SHOWN OR AS DIRECTED BY THE ENGINEER. 2. SET SPACING OF CHECK DAMS TO ASSURE THAT THE ELEVATIONS OF THE CREST OF THE DOWNSTREAM DAM IS AT THE SAME ELEVATION OF THE TOE OF THE UPSTREAM DAM. 3. EXTEND THE STONE A MINIMUM OF 1'-6" BEYOND THE DITCH BANKS TO PREVENT CUTTING AROUND THE DAM. 4. PROTECT THE DITCH DOWNSTREAM OF THE LOWEST CHECK DAM FROM SCOUR AND EROSION WITH STONE OR LINER AS APPROPRIATE. 5. ENSURE THAT DITCH APPURTENANCES SUCH AS CULVERT ENTRANCES BELOW CHECK DAMS ARE NOT SUBJECT TO DAMAGE OR BLOCKAGE FROM DISPLACED STONES. 6. ALL MATERIALS REQUIRED FOR THIS ITEM SHALL BE INCIDENTAL TO ITEM FDOT-430. PROFILE SECTION A-A SECTION B-B CL SCALE: NOT TO SCALEA1CHECK DAM SECTION 10'6"PROPOSED GRADE PROPOSED GRADE A A B B SLOPE VARIES, SEE PLANS FOR ELEVATIONS GEOTEXTILE FABRIC, FDOT 985, TYPE D2 NOTE: ALL WORK FOR ROAD PAVEMENT SECTION SHALL BE INCIDENTAL TO PIPE INSTALLATION SCALE: NOT TO SCALEC2PIPE TRENCHING DETAIL 15' 5" SUPERPAVE ASPHALT CONCRETE, FDOT 334 1 3 AS NEEDED LIMEROCK BASE COURSE, FDOT-285, APPROXIMATE DEPTH 12" (NO SHELL ROCK) 12"12"12"BEDDING AND COVER ZONE (SOIL ENVELOPE) SHALL BE BACKFILLED WITH A-1 OR A-3 MATERIAL. ALL REQUIREMENTS PER FDOT 125-8.3.3 FOR COMPACTION SHALL BE FOLLOWED 19" X 30" ELLIPTICAL RCP, CLASS V EXISTING PAVEMENT SECTION PROPOSED GRADE SHALL MATCH EXISTING GRADE SAWCUT PAVEMENT FULL DEPTH PRIOR TO REMOVAL (TYP. BOTH SIDES) NOTES: 1.ALL ITEMS SHOWN ARE INCLUDED IN THE LINEAR FOOT PIPE INSTALLATION COST. 2.EXCAVATIONS, TRENCHING AND SHORING SHALL BE IN ACCORDANCE WITH OSHA REQUIREMENTS. 3.EXCAVATIONS SHALL NOT UNDERMINE EXISTING PAVEMENTS, STRUCTURES, OR UTILITIES. 4.CONTRACTOR TO PLACE PIPE AT SAME INVERT ELEVATION AS EXISTING. 12" (TYP.) GEOTEXTILE FABRICFDOT NO. 1 COARSE AGGREGATE (1 1 2 TO 3 1 2 INCHES) STONE 1'-6"6"(MAX.)C1 SCALE: NOT TO SCALE DITCH CROSSING DETAIL EXISTING GRADE ADD BARBED WIRE AS REQUIRED CHAIN LINK FENCE 10'15'15'10' 12.87' PRIME COAT, FDOT -300 NO. 4 BARS, EACH WAY @ 6 INCH ON CENTER CONCRETE, FDOT TYPE IV B A 1 2 3 C 1 2 3 B Copyright A 4 C 4 www.cscos.com C&S Engineers, Inc. Phone: Fax: DRAINAGE DETAILS D.R. SAUNDERS/R.J. KOLLER M.E. BARR M.E. BARR AUGUST 2020 O49.006.001FORT PIERCE, FLTREASURE COAST INTERNATIONAL AIRPORTST. LUCIE COUNTYSTORMWATER FACILITYIMPROVEMENT PROJECTS  605 E. Robinson Street, Suite 210 Orlando, FL 32801 407-422-1118 407-841-9149 CG501