ST. THOMASU.S. VIRGIN ISLAND

CALL BEFORE YOU DIG:VIRGIN ISLANDS WATER AND POWER AUTHORITY340-773-2250

INDEX OF SHEETSSHEET DESCRIPTION

TITLE SHEET

C2 GENERAL NOTES

C3 SCHEDULE OF QUANTITIES

C1 ABBREVIATIONS & SYMBOLS

C5

SITE 1 BOTANY BAY

C6

TYPICAL SECTIONS SITES 1 & 2

C4 SCOPE OF WORK

ST. THOMAS FEMA PUBLIC ASSISTANCELOCAL ROAD REPAIRS-01

VI-FEMA-STT01

PRELIMINARY PLANS FOR PROPOSEDDEPARTMENT OF PUBLIC WORKS

THE UNITED STATES VIRGIN ISLANDS

ISLAND OF ST. THOMAS

SITE 2 BOTANY BAY

C7

DEPARTMENT OF PUBLIC WORKSDIVISION OF ENGINEERING

& OFFICE OF HIGHWAY ENGINEERING8244 SUB BASE

ST. THOMAS , U.S. VIRGIN ISLANDS

SHEET NO.

APPROVED:DEREK A. GABRIEL DATE:COMMISSIONERDEPARTMENT OF PUBLIC WORKS

CHECKED BY:JERMAINE E. McCLEANPIOTR GAJEWSKI

C0 OF 29

C0

C8

C9

C10 SITE 3 RED HOOK

C11

C13

SITE 4 FRENCHMAN'S BAY

C14

C12

C15

SITE 4 FRENCHMAN'S BAY

SOIL EROSION CONTROLC16

SITE 4 CROSS SECTIONS

SITE 4 CROSS SECTIONS

TYPICAL SECTIONS SITES 3 & 4

PAVEMENT DETAIL

SITE 2 CROSS SECTIONS

STANDARD DETAILSC17-C30

THIS PROJECT IS BASED ON FEMA PUBLICASSISTANCE PROJECTS:82838 - TMUET81 FRENCHMAN'S BAYWATERSHEDSITE 4 IS DI #262013

110762 TMUET84 BOTANY BAY,PERSERVERENCE BAY AND RED HOOK BAYWATERSHEDSSITE 1 IS DI #269788SITE 2 IS DI #271086SITE 3 IS DI #274614

ST THOMAS FEMA PALOCAL ROAD REPAIRS-01

PROJECT

VI-FEMA-STT01

ISLAND

STT

VI DEPARTMENT OF PUBLIC WORKS

OFFICE OF HIGHWAY ENGINEERING

SHEETNUMBER

ABBREVIATIONS & SYMBOLS

DRAINAGE SYMBOLS

EROSION CONTROL SYMBOLS

FENCE & CATTLEGUARD SYMBOLSFence (Existing, Proposed)

Fence w/ Gate (Existing, Proposed)

Cattleguard (Existing, Proposed)

Ditch (Existing, Proposed)

Flow Arrow

Drainage or Small Creek

Lake, Pond or Reservoir

Large Creek

Wetland

River

Spring

Bridge (Existing, Proposed)

Box Culvert (Existing, Proposed)

Pipe Culvert (Existing, Proposed)

With End Sections (Existing, Proposed)

With Headwalls (Existing, Proposed)

With Drop Inlet (Existing, Proposed)

Underdrain (Existing, Proposed)

Riprap Apron (Proposed)

Sediment Log at: Culvert Inlet With End Section

Culvert Inlet With Head and/or Wing Walls

Ditch and/or Cut Slope

Drop Inlet

Slope Protection (Wattle)

Silt Fence

Mulching, Bonded Fiber MatrixCheck DamDiversion BermErosion Control MatRiprap

centerlinecurve deltaabutmentaverage daily trafficaggregateaheadalternateapproachasphaltboth facesbeginning,beginbackbench markbalance pointbridgebearingconcrete box culvertcenter to centerclearcorrugated metal pipecountycolumnconcreteconstructionconstruction jointcontinuouscorrugatedcreekpoint of curve to spiralcenterscontingent sumculvertdecrementdesign hour volumedrop inletdiameterdiagonaldiaphragmdistancedistrictdonation land claimdrawing(s)eastsuperelevation rateelevation with numberelevationembankmentEngineer(s)edge of pavementequationedge of roadand othersand wifeedge of waterexcavationexpansion jointexteriorfill facefederalflared end sectionfinishfootinggage (gauge)galvanizedgirderheadwallhomestead entry surveyhexagonhorizontalhigh waterhighwayinside diameterinclusive,includingincrementinteriorjoint

A abut.ADTaggr.AHalt.appr.asph.B b.f.beg.BKBMBPbr.brg.C CBCc-cclr.CMPCo.col.conc.constr.constr. jt.cont.corr.cr.CSctrs.CTSMculv.D decr.DHVDIdia. or Ddiag.diaph.dist.Dist.DLCdwg(s).E EeEl. 94.066elev.emb.engr(s).EOPEQ or eq.ERet alet uxEWexc.exp. jt.ext.F f.f.Fed.FESfin.ftg.G ga.galv.gdr.H hdwl.HEShex.horiz.HWhwy.I IDincl.incr.int.J jt.

length of curvelaminationlatitudelongitudinallump sumleftlow watermagneticmaintenancematerialmaximumminimummonumentmountain(s)northnormal crownnegativenumberon centersother faceoutside diameterpoint of curvepoint of compound curveperforatepoint of intersectionplatepoint on curvepoint on spiralpoint on tangentprojectpounds per square inchpoint of tangentpavementquantitiesradiusrangeright-of-wayroadroadwayreconstructionreinforcementrequiredreservoirReservationretaining wallreference hubrightroutesouthseasonal average daily trafficpoint of spiral to curvesectionshoulderspacing, Spaces or Spacedspecificationstreetpoint of spiral to tangentstationstandardstiffenerstraightstructuralsymmetricaltangent lengthtownshiptangenttemporary bench marktemporary construction easementtransversepoint of tangent to spiraltypicaldesign speedverticalvehicles per hourvertical point of intersectionwest

L Llam.lat.long.LPSMLt. or LTLWM mag.maint.matl.max.min.mon.mtn(s).N NNCneg.no. or #O o.c.o.f.ODP PCPCCperf.PIpl.POCPOSPOTproj.psiPTpvmt.Q quant., QtyR RR.R/Wrd.rdwy.reconst.reinf.reqd.res.Res.ret. wallRHRt. or RTrte.S SSADTSCsec.shldr.spa.spec.st.STsta.std.stiff.str.struc.sym.T TT.tan.TBMTCEtransv.TStyp.V Vvert.vphVPIW W

ABBREVIATIONS

GEOLOGIC SYMBOLSBoring Location (Existing, Proposed)

Material Source

C1

ST THOMAS FEMA PALOCAL ROAD REPAIRS-01

PROJECT

VI-FEMA-STT01

ISLAND

STT

VI DEPARTMENT OF PUBLIC WORKS

OFFICE OF HIGHWAY ENGINEERING

SHEETNUMBER

SCHEDULE OF QUANTITIES

C3SCHEDULE OF QUANTITIES

Div. # or Cost

Code Item Description Title / Component Description

Site

1

Site

2

Site

3

Site

4

Total

QtyUnits

Base Contract

15101-0000 Mobilization 1 LS

15201-0000 Construction Survey & Staking 1 LS

15401-0000 Contractor Testing 1 LS

15705-0100 Soil Erosion and Sediment Control 1 LS

15900-0000 On the Job Training 1 LS

20302-1200 Removal of guardrail 195 195 LF

20302-1900 Removal of Paved Waterway 43 43 SY

20303-1600 Removal of pavement, asphalt 723 794 1517 SY

20303-2700 Removal of pavement, concrete, 4 in th, 409 80 1279 1768 SY

20401-0000 Roadway excavation 68 418 123 213 822 CY

20701-0300 Separation -stabilization geotextile, class 1, type D 536 796 874 4024 SY

20801-0000 Structural Excavation 1326 SY

25101-0300 Placed riprap, method A, class 3 53 53 CY

25801-0000 Reinforced concrete retaining wall on slope 321 321 CY

30103-0000 Aggregate base 45 210 229 306 790 CY

40301-0000 Asphalt concrete pavement 153 196 349 TON

41104-1000 Prime Coat (0.33 gal/sy) 239 262 501 GAL

41202-0000 Tack coat 72 131 203 GAL

41301-0000 Asphalt pavement milling 511 511 SY

50101-0600 Minor concrete pavement, reinforced, 6 in. depth 68 7 13 462 550 CY

50201-0000 Concrete Pavement Restoration, pavement patch 23 188 211 SY

60703-0000 Cleaning culverts in place 60 25 35 120 LF

60801-0400 Paved waterway, type 4 43 161 207 411 SY

Div. # or Cost Code Item Description Title / Component Description Site

1Site

2Site

3Site4

Total Qty Units

Bid Alternate 3 Site 3 - Additional Alternative Pavement20401-0000 Roadway excavation 71 71 CY21301-0000 Subgrade Stabilization 1279 1279 SY50101-3300 Minor concrete pavement, reinforced 462 462 SY

Div. # or Cost Code Item Description Title / Component Description Site

1Site

2Site

3Site4

Total Qty Units

Bid Alternate 1 Alternate Pavement20303-1600 Removal of pavement, asphalt -723 -794 -1517 SY20303-2700 Removal of pavement, concrete, 4 in th, -409 -80 -1279 -1768 SY20401-0000 Roadway excavation -34 -95 -110 71 -168 CY21301-0000 Subgrade Stabilization 409 1775 SY30103-0000 Aggregate base -45 -201 -221 -142 -609 CY30401-0000 Full Depth Reclamation 723 794 1517 SY40301-0000 Asphalt concrete pavement -76 -84 -160 TON

Div. # or Cost Code Item Description Title / Component Description Site

1Site

2Site

3Site4

Total Qty Units

Bid Alternate 2 Site 3 - Additional Concrete Pavement20303 -2700 Removal of pavement, concrete, 4 in th, 1279 1279 SY20401 -0000 Roadway excavation 213 213 CY30103 -0000 Aggregate base 142 142 CY50101 -3300 Minor concrete pavement, reinforced 462 462.0 SY

61701-1000 Guardrail system G4, type 4, class B steel or wood posts 195 195 LF

62502-0000 Turf establishment 169 319 SY150

63303-0500 Project Sign, 4 X 8 Plywood 1 4 EA11 1

63502-0600 Temporary traffic control 1 LS

SCHEDULE OF QUANTITIES

SCHEDULE OF QUANTITIES

SCHEDULE OF QUANTITIES

26101-0000 Reinforced soil slope 451 451 CY

1818

20803-0000 Structural Backfill 1528 SY

1326

1528

7 80 1279

ST THOMAS FEMA PALOCAL ROAD REPAIRS-01

PROJECT

VI-FEMA-STT01

ISLAND

STT

VI DEPARTMENT OF PUBLIC WORKS

OFFICE OF HIGHWAY ENGINEERING

SHEETNUMBER

GENERAL NOTES

C2

GENERAL NOTES:

INTENT:1. THE INTENT OF THIS CONTRACT TO RECONSTRUCT THE EXISTING ROADS TO THE EXISTING FOOTPRINT AND APPROXIMATE

GRADE AND IMPROVE ROADSIDE DRAINAGE.SCOPE OF WORK

1. ESTABLISH EXISTING DIMENSIONS AND ELEVATIONS.2. INSTALL SOIL EROSION AND SEDIMENT CONTROL MEASURES3. REMOVE AND REPLACE EXISTING PAVEMENTS , CONSTRUCT RETAINING WALLS , AND REPAIR EMBANKMENTS AS PER PLANS4. REESTABLISH ROADSIDE SWALES, REPAIR DAMAGED PAVED WATERWAYS AND GUTTERS IN KIND, AND REPLACE SWALES

WITH PAVED WATERWAY AS SHOWN IN PLANS5. REMOVE SOIL EROSION AND SEDIMENT CONTROL MEASURES

SPECIFICATIONS1. ALL WORK INCLUDED IN THIS SOLICITATION SHALL CONFORM WITH THE STANDARD SPECIFICATIONS FOR CONSTRUCTION OF

ROADS AND BRIDGES ON FEDERAL HIGHWAY PROJECTS (FP-14) INCLUDING ALL ERRATAS AND AMENDMENTS THERETO,EXCEPT:1.1. THE FOLLOWING SECTIONS OF DIVISION 100 SHALL NOT APPLY: SECTION 101, 102, 103 IN PART, 104 IN PART, 107 IN

PART, AND 108. (CONTRACT GENERAL PROVISIONS ARE CONTAINED IN SECTION II OF THE CONTRACT BOOK. SEESUPPLEMENTAL SPECIFICATIONS, S-1 FOR APPLICABLE SECTIONS.)

1.2. SUPPLEMENTAL, SPECIAL AND TECHNICAL SPECIFICATIONS, IF ANY, SHALL TAKE PRECEDENCE OVER FP_14PROVISIONS. SEE CONTRACT GENERAL PROVISION 48.

ESTABLISHMENT OF LINE AND GRADE1. THE LOCATIONS OF EXISTING ROADWAY CENTERLINES, EDGE OF PAVEMENTS, SWALES AND OTHER ITEMS TO BE

RECONSTRUCTED AS SHOW IN PLANS IS A GRAPHICAL REPRESENTATION TO INFORM CONTRACTOR ON THE AREAS OF WORKAND PROVIDE BASIS FOR THE ESTIMATE OF QUANTITIES. BEFORE WORK, CONTRACTOR SHALL SURVEY ALL SITES TOESTABLISH BOTH HORIZONTAL AND VERTICAL LOCATIONS OF EXISTING ROADWAY CENTERLINES, EDGE OF PAVEMENTS,SWALES, AND OTHER ITEMS TO BE RECONSTRUCTED. THE CONTRACTOR SHALL RECONSTRUCT ROADWAYS TO MATCH THEEXISTING CONFIGURATION BARRING MINOR VARIATIONS DUE TO DEGRADATION AND SETTLEMENT.

2. CONTRACTOR SHALL PROVED ENGINEER WITH PROPOSED LINE AND GRADES OF WORK FOR APPROVAL PRIOR TOCONSTRUCTION.

CONCRETE PAVEMENT1. CONTRACTOR SHALL USE EARLY STRENGTH CONCRETE IN ORDER TO MINIMIZE DISTURBANCE OF TRAFFIC.

RETAINING WALL AND REINFORCED SOIL SLOPE1. CONTRACTOR SHALL DESIGN AND CONSTRUCT RETAINING WALL AND REINFORCED SOIL SLOPE IN ACCORDANCE WITH FP-14

SPECIFICATIONS, SECTION 257 -- CONTRACTOR-DESIGNED RETAINING WALLS.2. REINFORCED SOIL SLOPE SHALL BE DESIGNED IN ACCORDANCE WITH THE DESIGN SHALL BE COMPLETED ACCORDING TO

THE FHWA PUBLICATIONS FHWA-SA-96-071 TITLED “MECHANICALLY STABILIZED EARTH WALLS AND REINFORCED SOILSLOPES DESIGN AND CONSTRUCTION GUIDELINES” AND FHWA-SA-96-072 TITLED “CORROSION/DEGRADATION OF SOILREINFORCEMENT FOR MECHANICALLY STABILIZED EARTH WALLS AND REINFORCED SOIL SLOPES.”

RIGHT OF WAY1. PROPERTY LINES ARE BASED ON TAX ASSESSORS' MAPS. CONTRACTOR AND ARE SHOW A GRAPHICAL REPRESENTATIONS

ONLY. CONTRACTOR SHALL ENSURE WORK IS WITH IN ROW OR SHALL PROCURE RIGHT OF ENTRY AND/OR TEMPORARYEASEMENTS WHERE WORK IS REQUIRED ON PRIVATELY OWNED PROPERTY.

SOIL EROSION AND SEDIMENT CONTROL2. CONTRACTOR SHALL PREPARE A STORMWATER MANAGEMENT PROGRAM (SWMP) PLAN INCORPORATING BEST

MANAGEMENT PRACTICES AS PROVIDED IN THE VI ENVIRONMENTAL PROTECTION HANDBOOK. THIS WILL INCLUDE SILTFENCING AND STRAW BALE CHECK DAMS AND INLET PROTECTIONS. MEASURES SHOE ON PLANS ARE ONLY FORILLUSTRATIVE PURPOSES. CONTRACTOR SHALL INSTALL, MAINTAIN AND RELOCATE MEASURES AS REQUIRED TO PROVEDREQUIRED ENVIRONMENTAL PROTECTIONS.

MAINTENANCE OF TRAFFIC1. CONTRACTOR SHALL PROVIDE MAINTENANCE OF TRAFFIC IN ACCORDANCE WITH THE LATEST MANUAL ON UNIFORM TRAFFIC

CONTROL DEVICES FOR STREETS AND HIGHWAYS2. CONTRACTOR SHALL MAINTAIN A MINIMUM OF ONE LANE OF TRAFFIC AT ALL TIMES EXCEPT FOR SHORT PERIODS OF NOT TO

EXCEED 15 MINUTES. WORK SHALL BE PERFORMED SO AT END OF WORK DAY THE SITES ARE SAFE AND TRAVERSABLE.3. FLAGGING OPERATION WILL BE REQUIRED AT ALL TIMES DURING CONSTRUCTION.4. FLAGGERS WITH TWO-WAY RADIO COMMUNICATION WILL BE REQUIRED.5. COMBINATION OF DRUMS, BARRICADES, AND CONES WILL BE REQUIRED.6. ON CONSTRUCTION PROJECTS IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO INSTALL THE NECESSARY SIGNS BEFORE

CONSTRUCTION BEGINS7. ALL SIGN BLANK MATERIALS USED SHALL BE SHEET METAL OR EQUIVALENT MATERIAL CONFORMING 10 SECTION 718 OF

FHWA SPECIFICATION 'FP-14".

8. THE CONTRACTOR SHALL. BE RESPONSIBLE FOR MAINTAINING ALL SIGNS TO ASSURE A HIGH DEGREE OF BOTH DAY ANDNIGHT VISIBILITY, WHICH WILL INCLUDE ANY WASHING, REPLACEMENT AND/OR RE-POSITIONING WHERE DEEMEDNECESSARY BY THE ENGINEER.

9. REFLECTORIZATION OF TRAFFIC CONTROL DEVICES SHALL BE BY MEANS OF TYPE Ill OR HIGHER REFLECTIVE SHEETINGMEETlNG THE REQUIREMENTS OF SECTION 718 OF THE STANDI\RD SPECIFICATIONS. FP-14,

10. ALL SIGNS SHALL BE SECURELY PLACED OR WEIGHTED TO PREVENT BLOWING OVER, ROCKS, BROKEN CONCRETE ORSUCH OBJECTS SHALL BE BE CONSIDERED ACCEPTABLE FOR SIGN SUPPORT.

11. ALL SIGNS, FLASHERS, FLAGS, ETC. SHALL CONFORM IN SIZE, SHAPE, COLOR, LEGEND AND APPLICATIONS 10 THESTANDARDS SET FORTH IN l MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS AND/OR THESTANDARD SPECIFICATIONS.

12. THE CONTRACTOR WILL BE REQUIRED TO SUBMIT A TRAFFIC CONTROL PLAN FOR APPROVAL BY THE ENGINEER.13. ALL DIAMOND SHAPED CONSTRUCTION WARNING SIGNS SHALL BE 48" X 48", WITH 24" X 24" ADVISORY SPEED SIGNS WHERE

REQUIRED.14. REFLECTORIZATION OF TUBULAR MARKERS SHALL BE A MINIMUM OF TWO THREE-INCH-WIDE WHITE BANDS PLACED A

MAXIMUM OF 2 INCHES FROM THE TOP WlTH A MAXIMUM OF 8 INCHES BETWEEN THE BANDS. REFLECTORIZATION OF CONESSHALL. BE PROVIDED BY A MINIMUM 6-INCH-WIDE WHITE BAND PLACED A MINIMUM OF 3 INCHES BUT NO MORE THAN 4INCHES FROM THE TOP. WHEN THE 36-INCH OR LARGER SIZE CONES ARE USED. THE STANDI\RD 6-INCH BAND SHALL. BESUPPLEMENTED WITH AN ADDITIONAL 4--INCH WHITE BAND SPACED A MINIMUM OF 2 INCHES BELOW THE 8-INCH BAND.

15. THE CONTRACTOR SHALL. REPAIR OR REPLACE ANY NEW OR EXISTING PERMANENT GOVERNMENT OWNED SIGNS WHICHARE DAMAGED DUE TO CONTRACTOR'S NEGLIGENCE OR CARELESS HANDLING DURING THE CONSTRUCTION OF THISPROJECT. THIS SHALL BE DONE AT THE CONTRACTORS EXPENSE.

16. ALL CHANNELIZING DEVICES INITIALLY PROVIDED ON THIS PROJECT SHALL BE EITHER NEW OR IN LIKE NEW CONDITIONAND SHALL BE APPROVED FOR USE ON THIS PROJECT BY THE ENGINEER

FISH AND WILDLIFE1. CONTRACTOR SHALL INFORM THE VI DIVISION OF FISH AND WILDLIFE OR 911 IF ANY WILDLIFE ARE INCIDENTALLY INJURED

OR FOUND DEAD DURING THE CONSTRUCTION OF THIS PROJECTHISTORIC PRESERVATION

1. THE CONTRACTOR SHALL PROVIDE ARCHEOLOGICAL MONITORING AT SITE 3. THE MONITORING INVOLVES ANARCHAEOLOGICAL CONSULTANT WHO WILL:· COMPLY WITH THE SECRETARY OF THE INTERIOR'S STANDARDS AND GUIDELINES FOR ARCHEOLOGY AND HISTORIC

PRESERVATION.· RESEARCH EXISTING KNOWLEDGE BASE FOR PREVIOUS FINDINGS OR INFORMATION OF HISTORICAL SIGNIFICANCE AT THE

SITE(S)· REVIEW AND IDENTIFY SCOPE OF WORK ACTIONS THAT MAY POTENTIALLY DISTURB ANY SIGNIFICANT PREHISTORIC

(POTTERY, SHELL TOOLS, BONES -- ANIMAL OR ESP. HUMAN, E.G.) OR HISTORIC (CERAMICS ("CHANEY"), GLASSWARE, IRONTOOLS, BONES -- ANIMAL OR ESP. HUMAN, E.G.) ARTIFACTS AND/OR FEATURES.

· DEVELOP PROTOCOLS FOR WORKING IN THE AREAS OF POTENTIAL DISCOVERIES OR DISTURBANCES AND FOR POSTDISCOVERY.

· PRESENT SITE INFORMATION AND PROTOCOLS TO THE TERRITORY'S HISTORIC PRESERVATION OFFICE (VISHPO) FORREVIEW AND APPROVAL.

· MONITOR CONTRACTOR'S WORK WHEN WORK IS BEING PERFORMED THAT MAY POTENTIALLY DISTURB SIGNIFICANTARTIFACTS AND/OR FEATURES.

· HAVE THE AUTHORITY TO HALT THE EXCAVATION AND SHALL COLLECT SUCH MATERIALS, DOCUMENT THE LOCATION ANDSTRATIGRAPHY OF DISCOVERED ARTIFACT, COLLECT, CLEAN, AND CATALOG THE ARTIFACTS RECOVERED, AND PRESENTTHAT EVIDENCE TO THE VISHPO, ALONG WITH ANY GENERAL HISTORIC PRESERVATION CONCERNS OR OBSERVATIONS.SHOULD HUMAN REMAINS BE DISCOVERED, ALL EXCAVATION IS THE IMMEDIATE AREA SHALL BE STOPPED AND SHPONOTIFIED IMMEDIATELY.

· PROVIDE WEEKLY DOCUMENTATION FOR AREAS MONITORED.

2. SHOULD THE CONTRACTOR DISCOVER ANYTHING MAN-MADE OF QUESTIONABLE ANTIQUITY, IN OR OUTSIDE A "MONITORED"AREA, HE SHALL CONSULT WITH HIS ARCHAEOLOGICAL MONITOR WHO MAY CONSULT WITH THE VISHPO.

3. NO SEPARATE PAYMENT WILL BE MADE FOR ARCHEOLOGICAL MONITORING.

ST THOMAS FEMA PALOCAL ROAD REPAIRS-01

PROJECT

VI-FEMA-STT01

ISLAND

STT

VI DEPARTMENT OF PUBLIC WORKS

OFFICE OF HIGHWAY ENGINEERING

SHEETNUMBER

SCOPE OF WORK

C4

SCOPE OF WORK

STATION L

X

X

R

Site 1X Clean culvert (35 ft)

Remove and replace concrete paved waterway (43 SY)Remove and replace concrete pavement – irregular shape (408 SY)

X Grade swale and place riprap (53 CY)

Site 2Remove and replace guardrail

XXX

XXXXXXXXX

XX

XXX

X

X

Remove and replace guardrailX

Reconstruct embankment with reinforced soilReconstruct gravel pavementRegrade and dress with 2 in. of gravel

Reconstruct embankment with reinforced soilReconstruct gravel pavementRegrade and dress with 2 in. of gravelClean culvert (25 ft)Remove and replace asphalt pavement – 14 ft. wide and varies (723 SY)

X Construct concrete low water crossing – 14 ft. wide (14 SY)Construct concrete low water crossing – 14 ft. wide (14 SY)Repair concrete driveway (5 SY)Construct concrete low water crossing – 14 ft. wide (14 SY)Repair concrete driveway (18 SY)

Description of Work

Site 3X

XX

XXX

Mill and overlay with 2 in. asphalt – 14 ft. wide (510 SY)Construct concrete paved waterway (43 SY)Construct concrete low water crossing – 12 ft. wide (14 SY)Remove and replace asphalt pavement – 18 ft. wide and varies (795 SY)Remove and replace concrete pavement – irregular shape on side road (40 SY)

X

X

X

X

X

X

X

Sta. 100+40Sta. 100+40 to 100+95Sta. 101+21 to 102+95Sta. 100+95 to 101+95

Sta. 200+00 to 200+86

Sta. 200+86 to 201+70.5

Sta. 200+00 to 200+86Sta. 200+00 to 200+86

Sta. 201+70.5 to 202+59Sta. 201+70.5 to 202+59Sta. 201+70.5 to 202+59Sta. 202+59 to 203+19

Sta. 300+44 to 304+01Sta. 302+96 to 307+78Sta. 304+01 to 304+31Sta. 304+01 to 308+31Sta. 306+10

SCOPE OF WORKSite 4

X

XX

XX

XX

X

X

Remove and replace concrete pavement – 10 ft. wide (1280 SY)X Clean culvert (35 ft)

Construct concrete paved waterway (43 SY)Repair concrete driveway (5 SY)Repair concrete driveway (5 SY)

Construct reinforced soil slopeRepair concrete driveway (5 SY)

Repair concrete driveway (5 SY)Repair concrete driveway (5 SY)Construct retaining wallAdd Alternate Site 3Remove and replace concrete pavement – 10 ft. wide (1280 SY)

XSta. 400+00 to 415+22Sta. 402+36Sta. 402+38 to 411+22 XSta. 403+00Sta. 403+65

Sta. 405+36 to 406+20Sta. 405+00

Sta. 407+20Sta. 409+50Sta. 410+21 to 411+73

Sta. 400+00 to 415+22

Sta. 203+04Sta. 203+19 to 207+87Sta. 203+28Sta. 204+06Sta. 204+25Sta. 206+80Sta. 207+00

TYPICAL SECTIONSITE 1

TYPICAL SECTIONSITE 2

STA. 203+?? TO 208+?

TYPICAL CONCRETEDRIVEWAY REPAIR

TYPICAL ASPHALTDRIVEWAY REPAIR

TYPICAL SECTIONSITE 2

STA. 200+00 TO 203+?

ST THOMAS FEMA PALOCAL ROAD REPAIRS-01

PROJECT

VI-FEMA-STT01

ISLAND

STT

VI DEPARTMENT OF PUBLIC WORKS

OFFICE OF HIGHWAY ENGINEERING

SHEETNUMBER

TYPICAL SECTIONSITES 1 & 2

C5

TYPICAL SECTIONSTA. 400+00 TO 415+22

TYPICAL SECTIONFROM STA. 300+00 TO 303+40±

TYPICAL SECTIONFROM STA. 303+70± TO 306+00±

RETAINING WALLDETAIL

ST THOMAS FEMA PALOCAL ROAD REPAIRS-01

PROJECT

VI-FEMA-STT01

ISLAND

STT

VI DEPARTMENT OF PUBLIC WORKS

OFFICE OF HIGHWAY ENGINEERING

SHEETNUMBER

TYPICAL SECTIONSITES 3 & 4

C6

CONCRETE PAVEMENTTYPE 1

CONCRETE PAVEMENTTYPE - BID ALTERNATE 1

ASPHALT PAVEMENTTYPE 1

ASPHALT PAVEMENTTYPE - BID ALTERNATE 1

ST THOMAS FEMA PALOCAL ROAD REPAIRS-01

PROJECT

VI-FEMA-STT01

ISLAND

STT

VI DEPARTMENT OF PUBLIC WORKS

OFFICE OF HIGHWAY ENGINEERING

SHEETNUMBER

PAVEMENT DETAIL

C7

ST THOMAS FEMA PALOCAL ROAD REPAIRS-01

PROJECT

VI-FEMA-STT01

ISLAND

STT

VI DEPARTMENT OF PUBLIC WORKS

OFFICE OF HIGHWAY ENGINEERING

SHEETNUMBER

CROSS SECTIONSSITE 2

C13

ST THOMAS FEMA PALOCAL ROAD REPAIRS-01

PROJECT

VI-FEMA-STT01

ISLAND

STT

VI DEPARTMENT OF PUBLIC WORKS

OFFICE OF HIGHWAY ENGINEERING

SHEETNUMBER

CROSS SECTIONSSITE 4

C14

ST THOMAS FEMA PALOCAL ROAD REPAIRS-01

PROJECT

VI-FEMA-STT01

ISLAND

STT

VI DEPARTMENT OF PUBLIC WORKS

OFFICE OF HIGHWAY ENGINEERING

SHEETNUMBER

CROSS SECTIONSSITE 4

C15

A. SOIL EROSION CONTROL LAYOUT SHOWN IS FORILLUSTRATIVE PURPOSES. CONTRACTOR TO DEVELOP PROPERLAYOUTS PER SITE AND SITE CONDITIONS.B. EROSION AND SEDIMENT CONTROL MEASURES SHALL BEINSTALLED PRIOR TO ANY EARTH DISTURBANCE EXCEPT THATNECESSARY FOR INSTALLATION OF THE CONTROLS.C. ALL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BEINSTALLED AND MAINTAINED ACCORDING TO THE CRITERIACONTAINED IN THE MOST CURRENT VERSION OF THE VIRGINISLAND'S ENVIRONMENTAL PROTECTION HANDBOOK.D. ALL EARTH DISTURBANCES SHALL BE COMPLETED IN THEFOLLOWING SEQUENCE:1. LIMIT INITIAL DISTURBANCES FOR THE INSTALLATION OF THE

PERIMETER CONTROLS, AND ANY REMAINING CONTROLS.2. INSTALL PERIMETER SILT FENCE, AND ANY OTHER SEDIMENT

CONTROLS.3. CLEAR AND GRADE THE REMAINDER OF THE SITE.4. PROVIDE TEMPORARY STABILIZATION OF ANY AREA THAT WILL

NOT BE ACTIVELY GRADED WITHIN SEVEN (7) DAYS.5. CONSTRUCT ANY STRUCTURES AND UTILITIES.6. PROVIDE FINAL GRADING AND STABILIZATION7. AFTER THE SITE HAS BEEN STABILIZED REMOVE SEDIMENT

CONTROL PRACTICES AND STABILIZE REMAINING DISTURBEDAREAS.

D. ALL EROSION AND SEDIMENT CONTROL DEVICES REQUIRECONTINUAL MAINTENANCE. ANY CONTROLS THAT ARE DAMAGEDOR DISTURBED SHALL BE RESTORED OR REPAIRED BEFORE THEEND OF EACH DAY.E. DEVELOPMENT ACTIVITIES SHALL NOT IMPAIR ANY DRAINAGE,CREATE AN EROSION HAZARD, OR CREATE A SOURCE OF SEDIMENTTO ANY ADJACENT WATERCOURSE, WETLAND, OR PROPERTY.

TYPICAL SOIL EROSION APPLICATIONSST THOMAS FEMA PA

LOCAL ROAD REPAIRS-01

PROJECT

VI-FEMA-STT01

ISLAND

STT

VI DEPARTMENT OF PUBLIC WORKS

OFFICE OF HIGHWAY ENGINEERING

SHEETNUMBER

SOIL EROSION CONTROL

C16

NOT TO SCALE

STRUCTURAL CONCRETELOW WATERWAY CROSSING