W912EP-17-B-0003 Jacksonville District Small Business Set Aside Tampa Harbor Maintenance Dredging 32-Foot Project, Alafia River Channel and Turning Basin, and Manatee Harbor Maintenance Dredging 40-Foot Project, Entrance Channel and Turning Basin Hillsborough and Manatee Counties, Florida Construction Solicitation and Specifications Volume 2 of 2 See Volume 1 of 2 for Issue Date Tampa Harbor Maintenance Dredging 32-Foot Project, Alafia River Channel & Turning Basin Manatee Harbor Maintenance Dredging 40-Foot Project, Entrance Channel & Turning Basin PROJECT TABLE OF CONTENTS DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS 00 31 21 CONTROL MONUMENT DESCRIPTIONS 00 33 50 WEATHER, WATER STAGE AND TIDE DATA DIVISION 01 - GENERAL REQUIREMENTS 01 11 00 SUMMARY OF WORK 01 22 00 MEASUREMENT AND PAYMENT 01 30 00 ADMINISTRATIVE PROCEDURES 01 32 01 PROJECT SCHEDULE 01 33 00 SUBMITTAL PROCEDURES 01 35 25 OWNER SAFETY REQUIREMENTS - DIVING 01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS 01 45 00 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM) 01 45 05 DREDGING/BEACH FILL PLACEMENT - CONTRACTOR QUALITY CONTROL 01 50 02 TEMPORARY CONSTRUCTION FACILITIES 01 57 20 ENVIRONMENTAL PROTECTION 01 57 25 TURBIDITY AND DISPOSAL MONITORING DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION 35 20 23 DREDGING 35 20 26 NATIONAL DREDGING QUALITY MANAGEMENT PROGRAM SCOW - ULLAGE PROFILE 35 20 28 NATIONAL DREDGING QUALITY MANAGEMENT PROGRAM HOPPER DREDGE -- End of Project Table of Contents -- PROJECT TABLE OF CONTENTS Page 1 SECTION 00 31 21 CONTROL MONUMENT DESCRIPTIONS Designation: 872 6384 E TIDAL PID: AG7341 Stamping: 6384 E 1976 MAN H-2 1987 Stability: Monument will probably hold position well Setting: Massive retaining walls Mark Condition: G Description: THEN PROCEED WEST ON PINEY POINT RD FOR 0.35 MILES, (0.56 KM) THEN PROCEED SW ON HARLEY RD FOR 0.75 MILES (1.21 KM) THRU THE SECURITY GATE, HARLEY THEN TURNS INTO NORTH DOCK RD, STAY STRAIGHT TO THE WATERS EDGE, THE BENCH MARK IS SET IN THE NE CORNER OF THE CONCRETE DOCK ON THE SOUTH SIDE OF THE BOAT BASIN, 1.6 M (5.2 FT) SOUTH OF THE NORTH EDGE OF THE DOCK, AND 1.4 M (4.6 FT) WEST OF THE EAST EDGE OF THE DOCK AND 1.4 M (4.6 FT) NORTH OF A YELLOW STEEL CLEAT SECURED TO THE CONCRETE DOCK. Observed: 2014-02-05T14:31:00Z Source: OPUS - page5 1209.04 See Also 2012-08-08 SECTION 00 31 21 Page 1 SECTION 00 31 21 CONTROL MONUMENT DESCRIPTIONS DESIGNATION - 872 6384 E TIDAL (continued) PID - AG7341 TIDAL BM - This is a Tidal Bench Mark. STATE/COUNTY- FL/MANATEE This Tidal Bench Mark is designated as VM 7808 by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES. Photographs are available for this station. MARKER: DJ = TIDAL STATION DISK SETTING: 37 = SET IN A MASSIVE RETAINING WALL SP_SET: SEAWALL STAMPING: 6384 E 1976 MAN H-2 1987 MARK LOGO: NOS MAGNETIC: N = NO MAGNETIC MATERIAL STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR SATELLITE: SATELLITE OBSERVATIONS - October 25, 2007 HISTORY - Date Condition Report By HISTORY - 1976 MONUMENTED NOS HISTORY - 1982 GOOD FLDNR HISTORY - 20120808 SEE DESCRIPTION FL-081 STATION DESCRIPTION -*- DESCRIBED BY FL DEPT OF NAT RES 1976. 1.2 MI WEST FROM PINEY POINT. FROM THE MAIN INTERSECTION OF US 41 AND A PAVED ROAD AT PINEY POINT PROCEED NORTHWEST ALONG THE PAVED ROAD 0.6 MILES TO AN INTERSECTION WITH A SECOND PAVED ROAD, THENCE SOUTH ALONG THIS PAVED ROAD 0.1 MILES TO AN INTERSECTION WITH A THIRD PAVED ROAD THAT LEADS TO PORT MANATEE TERMINAL, THENCE WEST ALONG THE THIRD PAVED ROAD 0.6 MILES TO A ROAD THAT RUNS BETWEEN TWO BUILDINGS, THENCE SOUTH BETWEEN THE TWO BUILDINGS 0.3 MILES TO SOUTHEAST END OF A BASIN. THE MARK IS AT NORTHEAST CORNER OF A DOCK AREA ON SOUTH SIDE OF THE BASIN, 4.7 FEET WEST OF THE EAST SIDE OF THE DOCK AREA, 5.3 FEET SOUTH OF THE NORTH SIDE OF THE DOCK AREA, SET FLUSH IN THE SOUTH SIDE OF A CONCRETE PAD FOR TWO BOLLARDS. STATION RECOVERY (1982) -*- RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS. BEGIN AT THE HILLSBOROUGH-MANATEE COUNTY LINE ON U.S. HIGHWAY 41, GO 1.25 MILES SOUTHWEST ON U.S. 41 TO THE JUNCTION OF PINEY POINT ROAD (ACROSS FROM AMAX PHOSPHATE INC.), GO 0.55 MILE NORTHWEST ON PINEY POINT ROAD TO THE JUNCTION OF REEDER ROAD, GO 0.1 MILE SOUTH ON REEDER ROAD TO THE JUNCTION OF THE ENTRANCE ROAD TO PORT MANATEE, GO 0.45 MILE WEST ON THE ENTRANCE ROAD TO THE PORT AND THE MARK VICINITY. *** THE MARK IS SET NEAR THE NORTHEAST CORNER OF THE SECTION 00 31 21 Page 2 SECTION 00 31 21 CONTROL MONUMENT DESCRIPTIONS CONCRETE DOCK ON THE SOUTH SIDE OF THE PORT BOAT BASIN, 4.7 FEET WEST OF THE EAST EDGE OF THE DOCK, AND 5.3 FEET SOUTH OF THE NORTH EDGE OF THE DOCK. STATION RECOVERY (2012) -*- THE DISK IS DIFFICULT TO READ. IT IS ALSO AT BIRTH 9, 100 FT NORTH OF SHED 9 AND 265 FT EAST OF THE NORTHWEST END OF SHED 9. SECTION 00 31 21 Page 3 SECTION 00 31 21 CONTROL MONUMENT DESCRIPTIONS Designation: Q 261 PID: AG6024 Stamping: Q 261 1966 Stability: May hold commonly subject to ground movement Setting: Retaining wall or concrete ledge Mark Condition: Good Description: Station is located at Tampa, on Davis Island at the Peter O. Knight Airport. Mark is about 0.1 mi E of a concrete block maintenance bldg. near the S end of the N/S runway, 60 yds. W of extended CL of runway, 66 ft. SE of the center of the junction of black topped rd. (Severn Drive) and a drive leading to hangers, 51 ft. SW of a fence corner. Mark is about level with road set in top of abandoned concrete seawall which has been filled in, 18 ft. W of an orange witness post and a N/S chain-link fence. Observed: 2009-05-28T12:47:00Z See Also 2008-08-26 See Also Original Source: OPUS - page5 1209.04 SECTION 00 31 21 Page 4 SECTION 00 31 21 CONTROL MONUMENT DESCRIPTIONS DESIGNATION - Q 261 (continued) PID - AG6024 TIDAL BM - This is a Tidal Bench Mark. STATE/COUNTY- FL/HILLSBOROUGH This mark is at Peter O'knight Airport (TPF). This Tidal Bench Mark is designated as VM 6803 by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES. MARKER: BENCH MARK DISK SETTING: SET IN A RETAINING WALL OR CONCRETE LEDGE STAMPING: Q 261 1966 MARK LOGO: CGS MAGNETIC: NO MAGNETIC MATERIAL STABILITY: MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO SURFACE MOTION. SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR SATELLITE OBSERVATIONS - August 26, 2008. HISTORY - Date Condition Report By HISTORY - 1966 MONUMENTED CGS HISTORY - 20030920 GOOD USPSQD HISTORY - 20080826 GOOD FLDEP STATION DESCRIPTION -*- AT TAMPA, ON DAVIS ISLAND AT THE PETER O. KNIGHT AIRPORT, ABOUT 0.1 MILE EAST OF THE ADMINISTRATION BUILDING, NEAR THE SOUTH END OF NORTH-SOUTH RUNWAY, 60 YARDS WEST OF THE EXTENDED CENTER LINE OF THE RUNWAY, 66 FEET SOUTHEAST OF THE CENTER OF THE JUNCTION OF A BLACK TOPPED ROAD AND A DRIVE LEADING TO THE HANGARS, 51 FEET SOUTHWEST OF A FENCE CORNER, ABOUT LEVEL WITH THE BLACK TOPPED ROAD AND SET IN THE TOP OF A CONCRETE SEA WALL WHICH IS NOT IN USE AND HAS BEEN FILLED IN ON BOTH SIDES. STATION RECOVERY (2003) -*- FOUND IN GOOD CONDITION. ADMINISTRATION BUILDING IN 1966 DESCRIPTION NO LONGER EXISTS. A NEW CONCRETE BLOCK MAINTENANCE BUILDING WAS BUILT ON THE SAME SITE. MARK IS LOCATED IN AN ABANDONED SEA WALL LOCATED 18 FEET WEST OF AN ORANGE WITNESS POST AND A NORTH/SOUTH CHAIN LINK FENCE. THE BLACK-TOPPED ROAD IS SEVERN DRIVE. REMAINDER OF 1966 DESCRIPTION IS CORRECT. STATION RECOVERY (2008) -*- RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (BPJ) -*- RECOVERED AS DESCRIBED. SECTION 00 31 21 Page 5 SECTION 00 31 21 CONTROL MONUMENT DESCRIPTIONS Manatee Harbor Survey Control NOTE: There are two survey control monuments at this project that are named “872 6384 K”. One is from 2004 and the other is from 2007. Use caution when establishing staff gauges or calibrating equipment for “real time” positioning operations. Monument “872 6384 K (2004)” was positioned by a long term (>4 hours) GPS observation and is stored in the NGS OPUS-DB system having a permanent Identifier (PID) of BBBT27. This monument is mainly used for horizontal positioning. Monument “872 6384 K TIDAL (2007)” is a “tidal datum mark”, and is often, but not always, used for vertical datum calibration and verification of field operations. Other tidal datum marks exist and the survey notes should be consulted to verify which was used for a specific survey. SECTION 00 31 21 Page 6 SECTION 00 31 21 CONTROL MONUMENT DESCRIPTIONS Designation: 872 6384 K (2004) PID: BBBT27 Stamping: 6384 K 2004 Stability: Monument will probably hold position well Setting: Retaining wall or concrete ledge Description: From the intersection of I-275 and US 41, proceed North on US 41 for 3.3 miles to Piney Point Road. Turn Left on Piney Point Road for 0.4 miles to Port Manatee Security Gate. Enter Port Security Gate on North Dock Street for 0.5 miles to Eastern Avenue. Turn right on Eastern Ave. proceed 0.15 miles and bear left on Coastal Street. Take Coastal Street to end. Mark is located on the northwest corner of the seawall. Observed: 2009-04-28T13:56:00Z Source: OPUS - page5 1209.04 See Also Original SECTION 00 31 21 Page 7 SECTION 00 31 21 CONTROL MONUMENT DESCRIPTIONS DESIGNATION - 872 6384 K TIDAL (2007) PID - DL1871 TIDAL BM - This is a Tidal Bench Mark.