HomeMy WebLinkAboutBid SpecsDrawing:Of:Drawing NumberRevisions/Comments:Cadd File InformationDrawing InformationApproved by:Date:Drawn by:Checked by:Cadd File:Scale:SealJohn A. PekarP.E. No. 20559CS-1COVER SHEET 110717.4JP-WWTP.DWGBDSJAPJAP12-26-2017AS NOTEDTREATMENT SITE JOHN A. PEKAR, P.E., LLC.
CA#30197
COLUMBIA COMMERCIAL PLAZA
102 COLUMBIA DRIVE, SUITE 207
CAPE CANAVERAL, FL, 32920
(321) 288-1040
WASTEWATER
SHORELINE
C.A. No. 30197PROTECTION PLAN
Drawing:Of:Drawing NumberSealJohn A. PekarP.E. No. 20559C-1JOHN A. PEKAR, P.E., LLC.
CA#30197
COLUMBIA COMMERCIAL PLAZA
102 COLUMBIA DRIVE, SUITE 207
CAPE CANAVERAL, FL, 32920
(321) 288-1040C.A. No. 30197Revisions/Comments:Cadd File InformationDrawing InformationApproved by:Date:Drawn by:Checked by:Cadd File:Scale:GENERAL NOTES/110717.4JP-WWTP.DWGBDSJAPJAP12-26-2017AS NOTEDTREATMENT SITE
WASTEWATER
SHORELINE
PROTECTION PLAN DEFINITIONS1.THE WORD "OWNER" SHALL MEAN CITY OF CAPE CANAVERAL.2.THE PHRASE" ENGINEER OF RECORD" SHALL REFER TO JOHN A. PEKAR, PEGENERAL NOTES1.ALL ELEVATIONS SHOWN ON THE CONSTRUCTION DRAWINGS ARE BASED ON THE NORTHAMERICAN VERTICAL DATUM OF 1988 (N.A.V.D.), UNLESS OTHERWISE NOTED.2.THE DISPOSAL OF EXCESS EARTHWORK MATERIALS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. APPROVALS OFDISPOSAL SITES SHALL BE OBTAINED FROM THE OWNER PRIOR TO DISPOSAL. ALL EXCESS MATERIAL IS THE PROPERTY OFTHE CONTRACTOR.3.SOD ALL DISTURBED AREAS UNLESS OTHERWISE DIRECTED. SOD SHALL MATCH EXISTING TYPE SOD UNLESS OTHERWISEDIRECTED BY THE ENGINEER.4.THE CONTRACTOR SHALL PERFORM HIS WORK IN ACCORDANCE WITH REQUIREMENTS OF THE VARIOUS PERMITS INCLUDEDIN THE BID SPECIFICATIONS. ENVIRONMENTAL CONTROLS SHALL BE USED AT LOCATIONS DESIGNATED IN THE PLANS AND/ORDESIGNATED BY THE ENGINEER.5.THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES A MINIMUM OF TWO WORKING DAYS PRIOR TO EXCAVATION.6.ALL (P.R.M.'s) IRONS AND MONUMENTS SHOWN ON PLANS, OR FOUND, SHALL BE PRESERVED.7.THE CONTRACTOR SHALL BE RESPONSIBLE TO FURNISH ALL MATERIAL AND LABOR TO CONSTRUCT THE FACILITY AS SHOWN.8.THE CONTRACTOR SHALL HAVE AVAILABLE AT THE JOB SITE, AT ALL TIMES, ONE COPY OF THE CONTRACT DOCUMENTSINCLUDING PLANS, SPECIFICATIONS, AND ANY SPECIAL PROVISIONS, AND COPIES OF ANY REQUIRED CONSTRUCTIONPERMITS.9.ANY DISCREPANCIES ON THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD PRIOR TOCOMMENCING WORK. NO FIELD CHANGES OR DEVIATIONS FROM DESIGN SHALL BE MADE WITHOUT PRIOR APPROVAL OF THEENGINEER OF RECORD.10.THE CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ALL REQUIRED CONSTRUCTION PERMITS ANDBONDS PRIOR TO CONSTRUCTION.11.ALL INFORMATION DEPICTED ON THESE DRAWINGS ARE GRAPHIC REPRESENTATIONS ONLY ANDSHOULD NOT BE SCALED.PRECONSTRUCTION RESPONSIBILITIES1.UPON THE RECEIPT OF THE "NOTICE TO PROCEED", THE CONTRACTOR SHALL CONTACT THE ENGINEER OF RECORD ANDARRANGE A PRECONSTRUCTION CONFERENCE.2.THE CONTRACTOR SHALL OBTAIN AN U.N.C.L.E. CERTIFICATION NUMBER AT LEAST 46 HOURS PRIOR TO BEGINNING ANYEXCAVATION, CALL 1-800-432-4770.SHORELINE PROTECTIONA.GENERAL1.FLOATING TURBIDITY BARRIERS SHALL BE INSTALLED PRIOR TO ANY WORK ON THE WWTP BANKS.2.SLOPE ROUGH GRADING WILL BE PERFORMED PRIOR TO GEO FABRIC BEING PLACED WHERE COQUINA TO BE PLACED,SLOPES CANNOT EXCEED 2:1.3.COQUINA ROCK TO INCLUDE LARGE ROCKS ALONG THE BOTTOM OF THE SLOPE (100 LBS. +/-) WITH MINIMUM 2' UP THESLOPES. SMALLER COQUINA (OVER 50 LBS) CAN BE PLACED HIGHER. ALL ROCK TO BE PLACED ON GRADED SLOPES WITHGEO FABRIC UNLESS OTHERWISE NOTED BY ENGINEER.4.PRIOR TO START OF WORK, CONTRACTOR TO WALK SHORELINE WITH CITY TO VERIFY PROJECT STATIONING,ENVIRONMENTAL AREAS, AND TAKE PHOTOS OF MAJOR WORK AREAS.5.WHERE EXISTING RIP RAP EXISTS, CONTRACTOR SHALL MODIFY THIS SECTION PER SPECIAL DETAIL ON PLANS.FENCE REPLACEMENT/SODDINGA.GENERAL1.CONTRACTOR TO FIRST MARK LOCATION OF NEW FENCE POSTS AND GATE LOCATIONS AND OBTAIN APPROVAL BY OWNER.2.CONTRACTOR TO REMOVE EXISTING FENCE FROM SITE AND DISPOSE OF PROPERLY.3.SODDING OF DISTURBED AREAS, FOLLOWING CONSTRUCTION OF SHORELINE PROTECTION, WILL BE PERFORMED BYCONTRACTOR. NEW SOD TO BE WATERED BY CONTRACTOR UNTIL ROOTS ESTABLISHED.INSPECTIONSA.THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF RECORD PRIOR TO BEGINNING CONSTRUCTION AND PRIOR TO THEINSPECTION OF THE FOLLOWING ITEMS, WHERE APPLICABLE:1.DURING THE BANK GRADING AND PLACEMENT OF GEO FABRIC.2.DURING PLACEMENT OF COQUINA ROCK.3.DURING PLACEMENT OF NEW FENCE AND GATES.QUALITY ASSURANCEA.GENERAL1.CONTRACTOR TO PROVIDE PROTECTION OF THE NOTED BENCH MARKS ON SITE.PROJECT CLOSEOUTA.CLEANING UP1.DURING CONSTRUCTION, THE PROJECT SITE AND ALL ADJACENT AREAS SHALL BE MAINTAINED IN A NEAT AND CLEANMANNER, AND UPON FINAL CLEAN-UP, THE PROJECT SITE SHALL BE LEFT CLEAR OF ALL SURPLUS MATERIAL OR TRASH.2.WHERE MATERIAL OR DEBRIS HAS WASHED OR FLOWED INTO OR HAS BEEN PLACED IN WATER COURSES, DITCHES, DRAINS,CATCH BASINS, OR ELSEWHERE AS A RESULT OF THE CONTRACTOR'S OPERATIONS, SUCH MATERIAL OR DEBRIS SHALL BEREMOVED AND SATISFACTORILY DISPOSED OF DURING THE PROGRESS OF THE WORK, AND THE AREA KEPT IN A CLEAN ANDNEAT CONDITION.B.PROJECT RECORD DOCUMENTS1.DURING THE DAILY PROGRESS OF THE JOB, THE CONTRACTOR SHALL RECORD ON HIS SET OF CONSTRUCTION DRAWINGS,THE EXACT LOCATION, LENGTH, AND ELEVATION OF ANY FACILITY NOT BUILT EXACTLY ACCORDING TO PLANS.2.UPON COMPLETION OF CONSTRUCTION, AND PRIOR TO FINAL PAYMENT, THE CONTRACTOR SHALL SUBMIT TO THE ENGINEEROF RECORD AND TO THE OWNER EACH, ONE COMPLETE SET OF ALL "AS-BUILT" CONTRACT DRAWINGS ON BLUELINE ANDELECTRONIC DISK. THESE DRAWINGS SHALL BE MARKED TO SHOW "AS-BUILT" CONSTRUCTION CHANGES AND DIMENSIONS,LOCATIONS, AND ELEVATIONS OF ALL IMPROVEMENTS. THE "AS-BUILT" DRAWINGS SHALL BE SIGNED AND SEALED BY A LANDSURVEYOR REGISTERED IN THE STATE OF FLORIDA.CONSTRUCTION NOTES1.CONTRACTOR TO COORDINATE STOCK PILE MATERIAL AREAS WITH CITY PRIOR TO START OF WORK2.CONTRACTOR WORK ACCESS TO REPAIR SITES TO ALSO BE COORDINATED WITH CITY PRIOR TO START OF WORK3.CITY HAS STOCKPILED LIMITED AMOUNT OF FILL (ON SITE) TO BE USED FOR PROJECT (APPROXIMATELY 80 CY), TO BECOORDINATED WITH THE CITYTYPICAL SECTIONS STANDARD MANATEE PROTECTION NOTESTHE PERMITTEE SHALL COMPLY WITH THE FOLLOWING CONDITIONS INTENDED TO PROTECT MANATEES FROM DIRECT PROJECT EFFECTS:A.ALL PERSONAL ASSOCIATED WITH THE PROJECT SHALL BE INSTRUCTED ABOUT THEPRESENCE OF MANATEES AND MANATEE SPEED ZONES, AND THE NEED TO AVOIDCOLLISIONS WITH AND INJURY TO MANATEES. THE PERMITTEE SHALL ADVISE ALLCONSTRUCTION PERSONNEL THAT THERE ARE CIVIL AND CRIMINAL PENALTIES FORHARMING, HARASSING, OR KILLING MANATEES WHICH ARE PROTECTED UNDER THE MARINEMAMMAL PROTECTION ACT, THE ENDANGERED SPECIES ACT, AND THE FLORIDA MANATEESANCTUARY ACT.B.ALL VESSELS ASSOCIATED WITH THE CONSTRUCTION PROJECT SHALL OPERATE AT "IDLESPEED/NO WAKE" AT ALL TIMES WHILE IN THE IMMEDIATE AREA AND WHILE IN WATERWHERE THE DRAFT OF THE VESSEL PROVIDES LESS THAN A FOUR-FOOT CLEARANCE FROMTHE BOTTOM. ALL VESSELS WILL FOLLOW ROUTES OF DEEP WATER WHENEVER POSSIBLE.C.SILTATION OR TURBIDITY BARRIERS SHALL BE MADE OF MATERIAL IN WHICH MANATEESCANNOT BECOME ENTANGLED, SHALL BE PROPERLY SECURED, AND SHALL BE REGULARLYMONITORED TO AVOID MANATEE ENTANGLEMENT OR ENTRAPMENT. BARRIERS MUST NOTIMPEDE MANATEE MOVEMENT.D.ALL ON-SITE PROJECT PERSONNEL ARE RESPONSIBLE FOR OBSERVING WATER-RELATEDACTIVITIES FOR THE PRESENCE OF MANATEE(S). ALL IN-WATER OPERATIONS, INCLUDINGVESSELS, MUST BE SHUTDOWN IF A MANATEE(S) COMES WITHIN 50 FEET OF OPERATION.ACTIVITIES WILL NOT RESUME UNTIL THE MANATEE(S) HAS MOVED BEYOND THE 50-FOOTRADIUS OF THE PROJECT OPERATION, OR UNTIL 30 MINUTES ELAPSES IF THE MANATEE(S)HAS NOT REAPPEARED WITHIN 50 FEET OF THE OPERATION. ANIMALS MUST NOT BEHERDED AWAY OR HARASSED INTO LEAVING.E.ANY COLLISION WITH OR INJURY TO A MANATEE SHALL BE REPORTED IMMEDIATELY TO THEFWC HOTLINE AT 1-888-404-FWCC. COLLISION AND/OR INJURY SHOULD ALSO BE REPORTEDTO THE U.S. FISH AND WILDLIFE SERVICE IN JACKSONVILLE (1-904-232-2580) FOR NORTHFLORIDA OR VERO BEACH (1-561 -562-3909) FOR SOUTH FLORIDA.F.TEMPORARY SIGNS CONCERNING MANATEES SHALL BE POSTED PRIOR TO AND DURINGALL IN-WATER PROJECT ACTIVITIES. ALL SIGNS ARE TO BE REMOVED BY THE PERMITTEEUPON COMPLETION OF THE PROJECT. AWARENESS SIGNS THAT HAVE ALREADY BEENAPPROVED FOR THIS USE BY THE FLORIDA FISH AND WILDLIFE CONSERVATIONCOMMISSION (FWC) MUST BE USED. ONE SIGN MEASURING AT LEAST 3 FT. BY 4 FT. WHICHREADS 'CAUTION: MANATEE AREA' MUST BE POSTED. A SECOND SIGN MEASURING AT-LEAST 8-1/2" BY 1 1 " EXPLAINING THE REQUIREMENTS FOR "IDLE SPEED/NO WAKE" ANDTHE SHUT DOWN OF IN-WATER OPERATIONS MUST BE POSTED IN A LOCATIONPROMINENTLY VISIBLE TO ALL PERSONNEL ENGAGED IN WATER-RELATED ACTIVITIES.CONSTRUCTION NOTES:1.PLACE 3 FOOT DIAMETER COQUINA STONE ALONG TOE OF SLOPETO ELEVATION 2.02.PROVIDE EROSION CONTROL FOR ALL DISTURBED AREAS.3.PLACE APPROVED FILL, WHERE NEEDED, BEHIND COQUINA ROCK,BUILD UP TO RESTORE 2:1 SLOPES.4.INSTALL MIRAFI FITERWEAVE FW404 WOVEN GEOTEXTILEBETWEEN COQUINA ROCK AND BANK.5.SMALLER COQUINA ROCK 1-3 FEET IN SIZE TO ELEVATION 4.0+/-6.REUSE SOD IN SWALE AREAS WHERE GRADING IS NEEDEDALONG ACCESS MAINTENANCE GRASS PATH7.ADJUST FENCE AS NEEDED TO MAINTAIN 2' BUFFER FROM RIPRAPCONSTRUCTION NOTES:1.PLACE 3 FOOT DIAMETER COQUINA STONE ALONG TOE OF SLOPETO ELEVATION 2.02.PROVIDE EROSION CONTROL FOR ALL DISTURBED AREAS.3.PLACE APPROVED FILL, WHERE NEEDED, BEHIND COQUINA ROCK,BUILD UP TO RESTORE 2:1 SLOPES.4.INSTALL MIRAFI FITERWEAVE FW404 WOVEN GEOTEXTILEBETWEEN COQUINA ROCK AND BANK.5.SMALLER COQUINA ROCK 1-3 FEET IN SIZE TO ELEVATION 4.0+/-6.REUSE SOD IN SWALE AREAS WHERE GRADING IS NEEDEDALONG ACCESS MAINTENANCE GRASS PATH7.ADJUST FENCE AS NEEDED TO MAINTAIN 2' BUFFER FROM RIPRAPCONSTRUCTION NOTES:1.PLACE 3 FOOT DIAMETER COQUINA STONE ALONG TOE OF SLOPETO ELEVATION 2.02.PROVIDE EROSION CONTROL FOR ALL DISTURBED AREAS.3.PLACE APPROVED FILL, WHERE NEEDED, BEHIND COQUINA ROCK,BUILD UP TO RESTORE 2:1 SLOPES.4.INSTALL MIRAFI FITERWEAVE FW404 WOVEN GEOTEXTILEBETWEEN COQUINA ROCK AND BANK.5.SMALLER COQUINA ROCK 1-3 FEET IN SIZE TO ELEVATION 4.0+/-6.REUSE SOD IN SWALE AREAS WHERE GRADING IS NEEDEDALONG ACCESS MAINTENANCE GRASS PATH7.ADJUST FENCE AS NEEDED TO MAINTAIN 2' BUFFER FROM RIPRAP
Drawing:Of:
Drawing Number
Seal
John A. Pekar P.E. No. 20559
C-2JOHN A. PEKAR, P.E., L.L.C.COLUMBIA COMMERCIAL PLAZA102 COLUMBIA DRIVE, SUITE 207CAPE CANAVERAL, FL, 32920(321) 288-1040CA No. 30197C.A. No. 30197
Revisions/Comments:
Cadd File Information
Drawing Information
Approved by:
Date:
Drawn by:
Checked by:
Cadd File:
Scale:PROTECTION PLAN110717.4JP-WWTP.DWG
BDS
JAP
JAP
12-26-2017
AS NOTED
TREATMENT SITEWASTEWATERSHORELINEPROTECTION PLAN
Drawing:Of:Drawing NumberSealJohn A. PekarP.E. No. 20559C-3JOHN A. PEKAR, P.E., LLC.
CA#30197
COLUMBIA COMMERCIAL PLAZA
102 COLUMBIA DRIVE, SUITE 207
CAPE CANAVERAL, FL, 32920
(321) 288-1040C.A. No. 30197Revisions/Comments:Cadd File InformationDrawing InformationApproved by:Date:Drawn by:Checked by:Cadd File:Scale:FENCE PLAN /110717.4JP-WWTP.DWGBDSJAPJAP12-26-2017AS NOTEDTREATMENT SITE
WASTEWATER
SHORELINE
PROTECTION PLAN
TYPICAL SECTIONSCONSTRUCTION NOTES:1.PLACE 3 FOOT DIAMETER COQUINA STONE ALONG TOE OF SLOPETO ELEVATION 2.02.PROVIDE EROSION CONTROL FOR ALL DISTURBED AREAS.3.PLACE APPROVED FILL, WHERE NEEDED, BEHIND COQUINA ROCK,BUILD UP TO RESTORE 2:1 SLOPES.4.INSTALL MIRAFI FITERWEAVE FW404 WOVEN GEOTEXTILEBETWEEN COQUINA ROCK AND BANK.5.SMALLER COQUINA ROCK 1-3 FEET IN SIZE TO ELEVATION 4.0+/-6.REUSE SOD IN SWALE AREAS WHERE GRADING IS NEEDEDALONG ACCESS MAINTENANCE GRASS PATH7.ADJUST FENCE AS NEEDED TO MAINTAIN 2' BUFFER FROM RIPRAPCONSTRUCTION NOTES:1.PLACE 3 FOOT DIAMETER COQUINA STONE ALONG TOE OF SLOPETO ELEVATION 2.02.PROVIDE EROSION CONTROL FOR ALL DISTURBED AREAS.3.PLACE APPROVED FILL, WHERE NEEDED, BEHIND COQUINA ROCK,BUILD UP TO RESTORE 2:1 SLOPES.4.INSTALL MIRAFI FITERWEAVE FW404 WOVEN GEOTEXTILEBETWEEN COQUINA ROCK AND BANK.5.SMALLER COQUINA ROCK 1-3 FEET IN SIZE TO ELEVATION 4.0+/-6.REUSE SOD IN SWALE AREAS WHERE GRADING IS NEEDEDALONG ACCESS MAINTENANCE GRASS PATH7.ADJUST FENCE AS NEEDED TO MAINTAIN 2' BUFFER FROM RIPRAP
Drawing:Of:Drawing NumberSealJohn A. PekarP.E. No. 20559C-4JOHN A. PEKAR, P.E., LLC.
CA#30197
COLUMBIA COMMERCIAL PLAZA
102 COLUMBIA DRIVE, SUITE 207
CAPE CANAVERAL, FL, 32920
(321) 288-1040C.A. No. 30197Revisions/Comments:Cadd File InformationDrawing InformationApproved by:Date:Drawn by:Checked by:Cadd File:Scale:EROSION CONTROL 110717.4JP-WWTP.DWGBDSJAPJAP12-26-2017AS NOTEDTREATMENT SITE
WASTEWATER
SHORELINE
PROTECTION PLAN
Drawing:Of:
Drawing Number
Revisions/Comments:
Cadd File Information
Drawing Information
Approved by:
Date:
Drawn by:
Checked by:
Cad File:
Scale:
Seal
John A. Pekar P.E. No. 20559
C-5
110717.4JP-WWTP.DWG
BDS
JAP
JAP
12-05-2017
1"=40'SHORELINEWASTEWATER TREATMENTJOHN A. PEKAR, P.E., L.L.C.COLUMBIA COMMERCIAL PLAZA102 COLUMBIA DRIVE, SUITE 207CAPE CANAVERAL, FL, 32920(321) 288-1040CA No. 30197C.A. No. 30197EXISTING CONDITIONSCITY OF CAPE CANAVERALSURVEYBrandon D. Shugart
State of Florida Professional Surveyor and Mapper
License No. 7009
PROTECTION PLAN