DESCRIPTION OF PROJECT IMPROVEMENTS: GRADING, DRAINAGE, CULVERT, AGGREGATE BASE, CONCRETE PAVING, SIDEWALKS, PAVEMENT MARKINGS AND OTHER MISCELLANEOUS WORK. PROJECT LENGTH: ROUTE 388 STATION 0+00.00 TO 1+09.37 ROUTE 3588 STATION 1+09.57 TO /+66.359 ROUTE 388 STATION 7+66.59 TO 11+54.26 ROUTE 388-A STATION 1+83.88 TO 2450.29 ROUTE 588-B STATION 0+00.00 TO 1418.55 TOTAL ROAD: WIDTH SURFACE: 20'+ ROADBED: 20'+ DESIGN DATA: DESIGN SPEED SPECIFICATIONS: FEET MILES 109.37 0.02 657.02 0.12 367.87 (0.07 66.41 0.01 118.35 0.02 1319.02 0.24 TYPE CONCRETE AGGREGATE 5-10 MPH "STANDARD SPECIFATIONS FOR CONSTRUCTION OF ROADS AND BRIDGES ON FEDERAL HIGHWAY PROJECTS”, FP—03 U.S. CUSTOMARY UNITS. PROJECT CONSULTANTS: UTILITY OWNERS: \NMENT OF TRAE VIRG Or Trt UN DEPARTMENT OF PUBLIC WORKS PLANS FOR PROPOSED ROUTE 3306, COK] POINT ROAD PHASE 2 SLANDS PD STATES CROWN MT. eS) &) CHARLOTTE H BAY AMALIE BORDEAUX MYLNER NADIR AIRPORT PROJECT LOCATION CARIBBEAN SEA SAINT THOMAS UNITED STATES VIRGIN ISLANDS NOT TO SCALE AILANTIC: OCEAN LIST OF DRAWINGS C11-C12 18-19 1Q0% DOCUMENTS ISSUED FOR BIDDING PURPOSES ONLY DWG # SHEET # TI 1 TITLE SHEET GI 2 GENERAL NOTES, ABBREVIATIONS & LEGEND G2 3 OVERALL PROJECT PLAN G2.1 4 OVERALL PROJECT PLAN G3 5 TYPICAL ROADWAY SECTIONS G4 6 TABULATION OF QUANTITIES EX 7 EXISTING CONDITIONS PLANS C1-C2 8-9 GENERAL PLAN & PROFILES C3 10 EROSION CONTROL NOTES & DETAILS C4-C7 1-14 CONSTRUCTIONS DETAILS C8-C9 15-16 TEMPORARY TRAFFIC CONTROL DETAILS C10 17 TRAFFIC CONTROL PLAN CROSS SECTIONS DEPARTMENT OF PUBLIC WORKS DIVISION OF ENGINEERING 8244 SUB BASE ST. THOMAS, USVI LAND SURVEYOR: KER ENGINEERING 9052 NORRE GADE ST. THOMAS, VI 00802 EMAIL: KERENGINEERINGPLS@GMAIL.COM SANITARY SEWER: WATER SERVICE: ELECTRIC SERVICE: VI WASTE MANAGEMENT AUTHORITY 9500 WHEATLEY CENTER, SUITE 2 CHARLOTTE AMALIE, ST THOMAS, USVI 00803 PHONE: (340) 774-4139 VIRGIN ISLANDS WATER AND POWER AUTHORITY PO BOX 1450 CHARLOTTE AMALIE, ST THOMAS, USVI 00804 PHONE: (340) 774-3552 PO BOX 1450 CHARLOTTE AMALIE, ST THOMAS, USVI 00804 PHONE: (340) 774-3552 VIRGIN ISLANDS WATER AND POWER AUTHORITY TELECOMMUNICA TIONS: Approved: Gustav James Date Commissioner Department of Public Works INNOVATIVE TUTU PARK ST THOMAS, USVI 00804 PHONE: (340) 779-9999 Approved: ERAN FLEMMING, Date Acting Chief Engineer Department of Public Works DESIGNED BY: James J. Jones, Jr. Date EXISTING CONDITIONS NOTES: THE SURFACE FEATURES AND TOPOGRAPHY SHOWN ARE THE RESULT OF AN ON THE GROUND SURVEY BY TOTAL STATION CONDUCTED BETWEEN THE MONTHS OF DECEMBER 2011 AND OCTOBER 2012 BY ANTILLEAN ENGINEERS, INC. HORIZONTAL DATUM: ZONE CODE CS PR83F, NAD 83 PR/VI, PROJECTION—LM VERTICAL DATUM: NAVD88 SUBJECT PROPERTY APPEARS TO FALL WITHIN F.I.R.M. DESIGNATION: PER FLOOD INSURANCE RATE MAP 780000001. G. BEARINGS SHOWN ON THIS SURVEY ARE BASED ON FOUND DATA IN THE FIELD. THE COMPILED RIGHT OF WAY INFORMATION SHOWN WAS DEVELOPED FROM REFERENCE PLANS, CURRENT DEEDS OF RECORD AND PHYSICAL EVIDENCE FOUND. CONFLICTS AND ERRORS WITHIN THE SURVEY PLATS, INSUFFICIENT FIELD DATA, AND ERRONEOUS GEOMETRY PROHIBIT BOUNDARY CLOSURE. ADDITIONAL RIGHTS MAY EXIST BEYOND THE LIMITS OF THE RIGHT OF WAY SHOWN. CONTRACTOR TO PERFORM BOUNDARY VERIFICATION BEFORE PROCEEDING WITH WORK. THE UNDERGROUND UTILITIES SHOWN HAVE BEEN COMPILED IN PART FROM PLANS OF RECORD, W.A.P.A. DELINEATION AND FIELD LOCATION. THE LOCATION OF UNDERGROUND UTILITIES SHOULD BE CONSIDERED APPROXIMATE AND SHOULD BE FIELD VERIFIED PRIOR TO ANY EXCAVATION OR CONSTRUCTION ACTIVITIES. REMOVAL / DEMOLITION NOTES: 1. THE CONTRACTOR SHALL VERIFY ALL ITEMS TO BE REMOVED PRIOR TO ANY CONSTRUCTION. PRESERVE AND PROTECT ALL UTILITIES, PAVEMENT AND TREES NOT SCHEDULED FOR DEMOLITION. WHEN PREPARING THE SITE FOR PROPOSED DEVELOPMENT, ALL MATERIALS REMOVED SHALL BE DISPOSED OF IN ACCORDANCE WITH ALL GOVERNING AGENCIES AT NO ADDITIONAL COST TO THE OWNER. THE CONTRACTOR TO COORDINATE ALL UTILITY POLE RELOCATION WITH THE VIRGIN ISLAND WATER AND POWER AUTHORITY (WAPA). THE CONTRACTOR TO COORDINATE ALL WATER WORK AND WATER METER BOX RELOCATION WITH THE VIRGIN ISLANDS WATER AND POWER AUTHORITY (WAPA). THERE MAY BE ADDITIONAL METER BOXES NOT SHOWN ON THE PLANS THAT NEED TO BE RELOCATED WITHIN THE PROJECT AREA. EROSION & SEDIMENT CONTROL NOTES: THE CONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTING EROSION CONTROL MEASURES IN ORDER TO PREVENT OFF-SITE TRACKING OF EARTH, SEDIMENT AND DEBRIS. DUST SHALL BE CONTROLLED THROUGH THE USE OF WATER. ALL PERMANENT SEEDING SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS AND BRIDGES ON FEDERAL HIGHWAY PROJECTS FP—O03 SECTION 157 — SOIL EROSION CONTROL. CONTRACTOR SHALL REPAIR, CLEAN, AND REPLACE ANY SEDIMENT CONTROLS DAMAGED DURING AND/OR AFTER RAINFALL EVENTS OR AS DIRECTED BY ENGINEER/PUBLIC WORKS DEPARTMENT OF ST. THOMAS. DEWATERING OF WORK ZONES IF REQUIRED, SHALL BE DISCHARGED INTO APPROVED SEDIMENT RETENTION MEASURES. THE CONTRACTOR SHALL NOT DISCHARGE DIRECTLY INTO EXISTING STORM DRAINAGE SYSTEMS, WATERCOURSES OR WATERWAYS. ALL CATCH BASINS SHALL HAVE SEDIMENT FILTERS INSTALLED IN THE INLETS. SEE DRAWING C13 FOR ADDITIONAL EROSION & SEDIMENT CONTROL NOTES AND DETAILS. GENERAL NOTES: 10. 11. 12. 13. 14. 15. GRADING & DRAINAGE NOTES: THE CONTRACTOR SHALL VERIFY AND DETERMINE THE LOCATION, SIZE, 1. AND ELEVATION OF ALL EXISTING UTILITIES, SHOWN OR NOT SHOWN ON THESE PLANS PRIOR TO THE START OF ANY CONSTRUCTION. THE CONTRACTOR SHALL LOCATE THE UTILITIES SHOWN AND THE POSSIBLE EXISTENCE OF OTHER UNDERGROUND UTILITIES BY PROVIDING 2. OBSERVATION TEST PITS. THE ENGINEER SHALL BE NOTIFIED IN WRITING OF ANY UTILITIES FOUND INTERFERING WITH THE PROPOSED CONSTRUCTION AND APPROPRIATE REMEDIAL ACTION SHALL BE AGREED 3. TO BY THE ENGINEER BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR SHALL COORDINATE AND SCHEDULE ACTIVITIES AS NECESSARY WITH OTHER CONTRACTORS AND UTILITY COMPANIES TO ENSURE WORK INTERFACES SMOOTHLY WITH OTHER WORK BEING 4. PERFORMED ON SITE. THE CONTRACTOR SHALL FAMILIARIZE HIMSELF /HERSELF WITH PERMIT AND INSPECTION REQUIREMENTS OF THE VARIOUS GOVERNMENTAL AGENCIES AND SCHEDULE INSPECTIONS ACCORDING TO AGENCY INSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR ALL PERMITS, FEES, TEMPORARY 5. UTILITIES AND COORDINATION WITH ALL AGENCIES IN OBTAINING ACCESS TO THE SITE AND PERFORMING ALL WORK REQUIRED FOR THIS PROJECT. THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUCTION AND FOR CONDITIONS OF THE SITE. THE CONTRACTOR SHALL PROTECT AND MAINTAIN EXISTING BENCHMARKS 6. AND BOUNDS. ALL BENCHMARKS AND BOUNDS DISTURBED BY THE CONTRACTOR SHALL BE RE-ESTABLISHED BY A REGISTERED LAND SURVEYOR AT NO EXPENSE TO THE OWNER. THE CONTRACTOR SHALL PERFORM ALL THE CLEARING AND GRUBBING NECESSARY WITHIN THE CONSTRUCTION AREA, LIMITING THE AMOUNT OF CLEARING AND GRUBBING TO THE EXTENT POSSIBLE. THIS PROJECT IS TO BE CONSTRUCTED TO THE TYPICAL SECTIONS AND 8. DETAILS SHOWN ON THE PLANS, AND SHALL MEET THE MOST CURRENT USVI STANDARD SPECIFICATIONS UNLESS OTHERWISE NOTED. WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALED DIMENSIONS. THE 9. CONTRACTOR SHALL USE CAUTION WHEN SCALING PLANS. IN CASE OF CONFLICT BETWEEN THIS PLAN SET AND ANY OTHER DRAWING AND/OR SPECIFICATION, THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY FOR CLARIFICATIONS. ALL DIMENSIONS ARE TO THE EDGE OF CURB AT THE GUTTER LINE OR TO THE CENTER OF PAVEMENT MARKINGS, UNLESS OTHERWISE NOTED. ALL PAVEMENT MARKINGS AND SIGNS SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), AMERICANS WITH 12. DISABILITIES ACT (ADA) AND STANDARD ALPHABETS FOR HIGHWAY SIGNS AND PAVEMENT MARKINGS. ALL PAVEMENT MARKINGS SHALL BE MADE WITH PERMANENT 13. THERMOPLASTIC AND SHALL CONFORM TO FHWA STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS AND BRIDGES ON FEDERAL HIGHWAY PROJECTS FP—O03, SECTION 634. ALL EXCAVATIONS SHALL BE THOROUGHLY SECURED ON A DAILY BASIS 14. BY THE CONTRACTOR AT THE COMPLETION OF CONSTRUCTION OPERATIONS IN THE IMMEDIATE AREA. MAINTENANCE OF TRAFFIC: WHILE WORKING IN THE PUBLIC ROW, SUITABLE BARRICADES, LIGHTS AND SIGNS SHALL BE PROVIDED BY THE CONTRACTOR AND MAINTAINED 24 HOURS A DAY UNTIL COMPLETION OF THE WORK. ALL TRAFFIC CONTROL DEVICES AND LAYOUT SHALL COMPLY WITH VI TRAFFIC CONTROL REQUIREMENTS AND FHWA’S "MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS.” THE CONTRACTOR SHALL HAVE HIS/HER MAINTENANCE OF TRAFFIC PLAN APPROVED BY THE DEPARTMENT OF PUBLIC WORKS PRIOR TO 16. COMMENCING CONSTRUCTION. 15. THE CONTRACTOR SHALL PROVIDE ACCESS TO ALL RESIDENCES AFFECTED BY CONSTRUCTION. IF AT ANY TIME ACCESS WILL BE PROHIBITED FOR MORE THAN TWO HOURS, A 24 HOUR NOTICE SHALL BE PROVIDED TO THE AFFECTED PARTY. ALL STEPS NECESSARY SHALL BE TAKEN TO MINIMIZE ACCESS INTERRUPTIONS. TEMPORARY ACCESS SHALL 10. PROVIDE UNIFORM SLOPE BETWEEN CONTOURS AND/OR SPOT ELEVATIONS. FINISH PAVEMENT SURFACES AND LAWN AREAS SHALL BE FREE OF LOW SPOTS AND PONDING AREAS. EARTH SLOPES SHALL BE NO STEEPER THAN 1:1 (HORIZONTAL: VERTICAL) AND SHALL BE FLATTER WHERE SHOWN. ALL DELETERIOUS MATERIAL (I.E. MUCK, PEAT, BURIED DEBRIS) IS TO BE EXCAVATED IN ACCORDANCE WITH THESE PLANS OR AS DIRECTED BY THE OWNERS ENGINEER. EXCAVATED AREAS ARE TO BE BACKFILLED WITH APPROVED MATERIALS AND COMPACTED AS DIRECTED ON THESE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXCAVATIONS AGAINST COLLAPSE AND SHALL PROVIDE BRACING, SHEETING, OR SHORING AS NECESSARY. TRENCHES SHALL BE KEPT DRY WHILE PIPE AND APPURTENANCES ARE BEING PLACED. DEWATERING SHALL BE USED AS REQUIRED, AND PERMITTED THROUGH LOCAL AGENCIES AND WATER MANAGEMENT DISTRICT PER CURRENT REGULATIONS. GENERAL FILL BEYOND PAVED AREAS SHALL BE FREE OF BRUSH RUBBISH, STUMPS, AND STONES LARGER THAN 8 INCHES. FILL SHALL BE PLACED IN COMPACTED LAYERS NOT TO EXCEED 8 INCHES IN THICKNESS. THE DRY DENSITY AFTER COMPACTION SHALL NOT BE LESS THAN 95% OF THE STANDARD PROCTOR TEST AND DONE IN ACCORDANCE WITH THE REQUIREMENTS OF ASTM D698. PRIOR TO THE PLACEMENT OF LOAM IN THE AREAS TO BE TOPSOILED, THE SUBGRADE SHALL BE LOOSENED BY SCARIFYING TO A DEPTH OF AT LEAST 2 INCHES TO ENSURE BONDING OF THE TOPSOIL AND SUBSOIL. ALL AREAS DISTURBED BY THE CONTRACTOR’S OPERATIONS THAT DO NOT HAVE A SURFACE TREATMENT SPECIFICALLY SPECIFIED SHALL BE RESTORED TO A MINIMUM OF 4 INCHES OF SCREENED AND SEEDED TOPSOIL, FERTILIZER, AND MULCH. WHEN PREPARING THE EXISTING SITE FOR THE PROPOSED DEVELOPMENT, ALL MATERIALS REMOVED SHALL BE DISPOSED OF IN ACCORDANCE WITH ALL GOVERNING AGENCIES AT NO ADDITIONAL COST. THE CONTRACTOR SHALL STABILIZE ANY AND ALL DITCHES, SWALES AND PONDS PRIOR TO DIRECTING STORMWATER RUN-—OFF TO THEM. THE STORM DRAINAGE SYSTEM SHALL BE CONSTRUCTED TO LINE AND GRADE AS SHOWN ON THE PLANS. ALL PIPE MATERIALS SHALL BE AS SPECIFIED ON THE PLANS. ALL DRAINAGE STRUCTURES, GRATES, AND COVERS WITHIN TRAFFIC AREAS SHALL BE TRAFFIC RATED FOR H-—20 LOADINGS UNLESS OTHERWISE SHOWN. PROPOSED RIM ELEVATIONS OF DRAINAGE MANHOLES AND CATCH BASINS ARE APPROXIMATE. FINAL ELEVATIONS ARE TO BE SET FLUSH WITH FINISH GRADES. THE CONTRACTOR SHALL PROVIDE FOR THE HANDLING OF EXISTING FLOWS FROM SERVICE CONNECTIONS AND MAINLINE PIPES. THE EXISTING SEWERS AND DRAINS HAVE ACTIVE FLOWS AND THE CONTRACTOR SHALL MAINTAIN CONTINUOUS FLOW WITHOUT RESTRICTIONS. WHEN CONNECTING NEW PIPES TO EXISTING STRUCTURES SUCH AS MANHOLES AND CATCH BASINS, THE STRUCTURE SHALL BE COMPLETELY CLEANED OUT. THE HOLE MADE IN THE STRUCTURE SHALL BE AS SMALL AS NECESSARY. THE STRUCTURE SHALL BE REPAIRED TO MATCH ITS ORIGINAL TYPE OF CONSTRUCTION. THE JOINT BETWEEN THE STRUCTURE AND THE PIPE SHALL BE MADE WATERTIGHT BY FILLING THE JOINT WITH MORTAR. THE CONTRACTOR SHALL CLEAN THE ENTIRE STORMWATER SYSTEM OF ALL SEDIMENT AND DEBRIS, WITHIN THE LIMIT OF WORK UPON COMPLETION OF CONSTRUCTION. THE STORM DRAINAGE SYSTEM SHALL BE SUBJECT TO A VISUAL INSPECTION BY THE OWNERS ENGINEER PRIOR TO THE PLACEMENT OF BACKFILL. THE CONTRACTOR SHALL COORDINATE A FINAL INSPECTION OF THE COMPLETED STORMWATER SYSTEM PRIOR TO FINAL ACCEPTANCE BY THE OWNER. CONTRACTOR SHALL NOTIFY OWNER 48 HOURS IN ADVANCE OF ANTICIPATED INSPECTION. UTILITY NOTES: MEET ADA REQUIREMENTS. CONTRACTOR SHALL RESTORE ALL PRIVATE AND PUBLIC PROPERTY AFFECTED BY THIS WORK TO PRE-CONSTRUCTION CONDITIONS FOR PAVEMENTS, SURFACES, SIDEWALKS, CURBS, ETC UNLESS OTHERWISE NOTED. CONSTRUCTION GENERAL PERMIT NOTES: 2. THE OWNER IN CONJUNCTION WITH THE CONTRACTOR (OPERATOR) NEEDS TO OBTAIN A CONSTRUCTION GENERAL PERMIT (CGP) FOR LARGE CONSTRUCTION ACTIVITIES (FIVE OR MORE ACRES) OR SMALL CONSTRUCTION ACTIVITIES (GREATER THAN ONE ACRE BUT LESS THAN FIVE ACRES) FROM THE ENVIRONMENTAL PROTECTION AGENCY (EPA). 4. AS PART OF THE CGP, A STORMWATER NOTICE OF INTENT (NOI) WILL NEED TO BE SUBMITTED TO THE EPA AT LEAST 14 DAYS PRIOR TO COMMENCING CONSTRUCTION. THE NO! WILL NEED TO BE SUBMITTED TO STORMWATER NOTICE OF INTENT (4203M), USEPA, 1200 PENNSYLVANIA, S. AVE. NW, WASHINGTON, DC 20460. THE CGP OUTLINES A SET OF PROVISIONS MANDATING THE OWNER AND CONTRACTOR COMPLY WITH THE REQUIREMENTS OF THE TERRITORIAL 6. VIRGIN ISLANDS STORMWATER POLLUTION PREVENTION PLANS (VI SWPPP) STORMWATER REGULATIONS, INCLUDING BUT NOT LIMITED TO, STORMWATER POLLUTION PREVENTION PLANS (SWPPP’S), IMPLEMENTATION OR EROSION AND SEDIMENTATION CONTROLS, 7. EQUIPMENT MAINTENANCE GUIDELINES, ETC. PLEASE CONTACT USEPA OFFICE OF WASTEWATER MANAGEMENT AT 202-564-9545 OR AT WWW.EPA.GOV/NPDES/STORMWATER FOR ADDITIONAL INFORMATION. SEE SPECIFICATIONS FOR ADDITIONAL CONSTRUCTION REQUIREMENTS. 8. THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES OWNING UTILITIES, EITHER OVERHEAD OR UNDERGROUND, WITHIN THE CONSTRUCTION AREA AND SHALL COORDINATE WORK WITH THE UTILITY COMPANIES. THE PROTECTION OR RELOCATION OF UTILITIES IS THE RESPONSIBILITY OF THE CONTRACTOR. THIS PROJECT IS TO BE CONSTRUCTED TO THE TYPICAL SECTIONS AND DETAILS SHOWN ON THE PLANS, AND SHALL MEET THE STANDARDS OF WMA, WAPA AND THE VIRGIN ISLANDS PUBLIC WORKS DEPARTMENT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR TO DAMAGED UTILITIES CAUSED BY HIS/HER OPERATIONS. THE CONTRACTOR IS RESPONSIBLE FOR ALL PERMITS, FEES, TEMPORARY UTILITIES AND COORDINATION WITH ALL AGENCIES IN OBTAINING ACCESS TO THE SITE AND PERFORMING ALL WORK REQUIRED FOR THIS PROJECT. THE CONTRACTOR SHALL COORDINATE MATERIAL AND INSTALLATION SPECIFICATIONS WITH THE INDIVIDUAL UTILITY AGENCIES/COMPANIES, AND ARRANGE FOR ALL INSPECTIONS. PROPOSED RIM ELEVATIONS ARE APPROXIMATE. FINAL ELEVATIONS ARE TO BE SET FLUSH WITH FINISH GRADES. ADJUST ALL OTHER RIM ELEVATIONS OF MANHOLES, WATER GATES, GAS GATES, AND OTHER UTILITIES TO FINISHED GRADE WITHIN LIMITS OF WORK. THE CONTRACTOR SHALL MAINTAIN UTILITY SERVICES TO EXISTING FACILITIES AT ALL TIMES. IF ANY DISRUPTION MUST OCCUR, THE CONTRACTOR SHALL NOTIFY AND COORDINATE WITH THE FACILITY AT LEAST 72 HOURS IN ADVANCE. THE CONTRACTOR SHALL COORDINATE MATERIALS AND INSTALLATION SPECIFICATIONS WITH THE INDIVIDUAL UTILITY AGENCIES/COMPANIES, AND ARRANGE FOR ALL INSPECTIONS. ALL UNDERGROUND UTILITIES SHALL BE IN PLACE, TESTED, AND INSPECTED AS REQUIRED PRIOR TO BACKFILL AND SURFACE CONSTRUCTION ABBREVIATIONS: ABAN ABANDONED AC ASBESTOS CONCRETE ADJ ADJUST APPROX APPROXIMATE B= BOTTOM= BC BOTTOM OF CURB BERM BITUMINOUS CONCRETE BERM BIT CONC BITUMINOUS CONCRETE BLDG BUILDING BS BOTTOM OF SLOPE BWLL BROKEN WHITE LANE LINE BW BOTTOM OF WALL CB CATCH BASIN CBCl CATCH BASIN CURB INLET Cl CAST IRON CICL CAST IRON CEMENT LINED CIP CAST IN PLACE ¢ CENTER LINE CLF CHAIN LINK FENCE CMP CORRUGATED METAL PIPE CO CLEAN OUT COL COLUMN CONC CONCRETE CP CONCRETE PIPE CR CONDENSATE RETURN DHW DESIGN HIGH WATER DI DUCTILE IRON DICL DUCTILE IRON CEMENT LINED DIA DIAMETER DMH DRAIN MANHOLE DWG DRAWING DYCL DOUBLE YELLOW CENTER LINE EL, ELEV ELEVATION ELEC ELECTRIC ELEV ELEVATION EMH ELECTRIC MANHOLE EXIST EXISTING FES FLARED END SECTION FFE FINISH FLOOR ELEVATION FM FORCE MAIN GC GRANITE CURB GG GAS GATE GM GAS METER GR GUARDRAIL GW GUY WIRE HDPE HIGH DENSITY POLYETHYLENE HH HAND HOLE HORIZ HORIZONTAL HR HANDRAIL HVAC HEAT VENT AIR CONDITIONING HYD HYDRANT INV INVERT = INVER T= IP IRON PIPE LP LIGHT POLE LS LANDSCAPED LT LEFT MC METAL COVER MAX MAXIMUM MHW MEAN HIGH WATER MIN MINIMUM NO, # NUMBER NTS NOT TO SCALE OCS OUTLET CONTROL STRUCTURE OH OVERHANG P POST PB PULL BOX PERF PERFORATED PL PLASTIC PROP PROPOSED PSI POUNDS PER SQUARE INCH PVC POLYVINYL CHLORIDE PVI POST VALVE INDICATOR = RIM= RCP REINFORCED CONCRETE PIPE RD ROOF DRAIN (rec) RECORD RET RETAINING RT RIGHT SGC SLOPED GRANITE CURB SMH SEWER MANHOLE SPEC SPECIFICATION SS SANITARY SEWER ST STEAM STA STATION STMH STEAM MANHOLE SW SIDEWALK SWEL SOLID WHITE EDGE LINE SWLL SOLID WHITE LANE LINE TC TOP OF CURB TCB TRAFFIC CONTROL BOX TELE TELEPHONE TL TRAFFIC LIGHT TMH TELEPHONE MANHOLE TRANS TRANSFORMER TS TOP OF SLOPE TW TOP OF WALL TYP TYPICAL UP UTILITY POLE VC VITRIFIED CLAY VERT VERTICAL VGC VERTICAL GRANITE CURB W WATER WC WYE CONNECTION WF WETLAND FLAG WG WATER GATE WIP WROUGHT IRON PIPE WM WATER METER WW WINDOW WELL LEGEND EXISTING PROPOSED DESCRIP TION BB BB BC BC CC CC CG CG qd O H 98 SWL 100 —> © SSWL DYL DSYL = Cc mH oC acs © oS0 QWSO WV WV bX bX HYD HYD $ $ HH 4 WM WM Oo Oo div div W W © © EM EM Oo Oo ox a (7 (7 “Qs “Qs O- O- — — HH HH Oo Oo PB PB Oo Oo ES Lx bedededed pcan RIGHT OF WAY PROPERTY LINE EASEMENT UNMARKED POINT SURVEY MONUMENT ROADWAY CENTERLINE EDGE OF GRAVEL EDGE OF PAVEMENT BITUMINOUS BERM BITUMINOUS CURB CONCRETE CURB CURB & GUTTER SAWCUT BUILDING BOLLARD SIGN DOUBLE SIGN GUARDRAIL TREES TREELINE CHAINLINK FENCE RETAINING WALL SILT FENCE FLOW DIRECTION SWALE MINOR CONTOUR MAJOR CONTOUR TRAFFIC ARROW PARKING COUNT 4” SINGLE SOLID WHITE LINE 4” DOUBLE SOLID YELLOW LINE 18” WHITE STOP LINE WHITE PAINTED CROSSWALK ACCESSIBLE TIP—DOWN RAMP SPOT ELEVATION BORING LOCATION TEST PIT LOCATION DRAIN LINE CONCRETE BOX CULVERT SEWER LINE OVERHEAD WIRE WATER LINE UNDERGROUND ELECTRIC CATCH BASIN CATCH BASIN (DOUBLE GRATE) DRAIN MANHOLE FLARED END SECTION HEADWALL SEWER MANHOLE WATER SHUT—OFF WATER VALVE & BOX FIRE HYDRANT THRUST BLOCK WATER METER POST INDICATOR VALVE WATER MANHOLE ELECTRIC MANHOLE ELECTRIC METER LIGHT POLE TRANSFORMER PAD UTILITY POLE GUY POLE GUY WIRE & ANCHOR HAND HOLE PULL BOX INLET PROTECTION CHECK DAM TREE TO BE REMOVED PAVED SURFACE RIP—RAP EROSION CONTROL MATTING DPwy / DEPARTMENT OF PUBLIC WORKS U.S. VL. DEPARTMENT OF PUBLIC WORKS DIVISION OF EBENGINEE RING ST.THOMAS, U.S. VIRGIN [ISLANDS JS\V COMMISSIONER OF P.W.D. Zo GUSTAV JAMES, P.E. CHIEF ENGINEER SURVEYED BY: ACTING ERAN FLEMMING, P.E. 4 DRAWN BY: J GENERAL NOTES DEPUTY COMMISSIONER OF ENGINEERING DISTRICT ENGINEER SCALE: LO AT E : 6/6/2016 & ADBREVIAT IONS DPW FILE NO. PROJECT NO. DIVISION OF ENGINEERING ACAD FILE NAME SHEET NO. Gl or |9 LINE # | LENGTH DIRECTION ALIGNMENT NAME L81 53.14 | $54° 59’ 31”E | 388A Spring Bay Rd L82 74.28 | S54° 59’ 51”E | 388A Spring Bay Rd L83 20.30’ | S50° 34’ 35”E | 388A Spring Bay Rd L84 9.44’ | S36° 35’ 40”E | 388A Spring Bay Rd L85 26.43’ | S33° 09’ 17”E | 388A Spring Bay Rd Curve Table: Alignments CURVE # |} RADIUS | LENGTH | DELTA ANGLE | ALIGNMENT NAME C12 273° 66.71’ | S43° 35’ 08”E | 388A Spring Bay Rd —, \ LINE TABLE: ALIGNMENT p3 a) 1171 | \_-s000h 2+50.29 1172 Sag SS LINE TABLE: ALIGNMENT LINE # | LENGTH DIRECTION ALIGNMENT NAME L63 13.43’ | N38° 16’ 56”E | Route 388 Alignment L64 17.20° | N70° 24 24’E | Route 388 Alignment L94 78.19 | N82° 12’ 02”E | Route 388 Alignment L66 | 59.55’ | N84° 51’ 46”E | Route 388 Alignment L67 | 77.90’ | N86° 56’ 50”E | Route 388 Alignment L68 | 56.74’ | N88° 07’ 13”E | Route 388 Alignment L69 46.10° | S89° 29’ 12”E | Route 388 Alignment L70 63.41’ | N88° 11’ 15"E | Route 388 Alignment L71 29.92’ | N88° 32’ 04”E | Route 388 Alignment L72 57.16’ | N84° 02’ 42”E | Route 388 Alignment L73. | 62.96’ | N82° 03’ 17”E | Route 388 Alignment L74 15.47’ | N81° 08’ 37°E | Route 388 Alignment L75 43.04 | N71° 49’ 57”E | Route 388 Alignment L76 65.79’ | N69° 48’ 23”E | Route 388 Alignment L77 82.80’ | N69° 51’ 57”E | Route 388 Alignment L78 65.44’ | N66° 57’ 31”E | Route 388 Alignment L79 67.33’ | N64° 31’ 40”E | Route 388 Alignment L80 43.48’ | N60° 20’ 36”E | Route 388 Alignment X29 Curve Table: Alignments CURVE # | RADIUS | LENGTH | DELTA ANGLE ALIGNMENT NAME (oe) 102’ 57.15’ | N54° 20’ 40”E | Route 388 Alignment C10 105’ 21.66’ | N76° 18’ 13”E | Route 388 Alignment g C11 674 | 109.55’ | N76° 29’ 17”E | Route 388 Alignment LINE TABLE: ALIGNMENT LINE # | LENGTH DIRECTION ALIGNMENT NAME L86 10.06’ | S77° 46’ 48”E | 388B Main Alignment — (1) L87 12.92’? | S65° 56’ 54”E | 388B Main Alignment — (1) L88 9.93’ | S59° 28’ 52”E | 388B Main Alignment — (1) L89 10.25’ | S56° 01’ 42”E | 388B Main Alignment — (1) L9O 9.38’ | S56° 49’ 05”E | 388B Main Alignment — (1) L91 9.37 | S53° 04’ 23”E | 388B Main Alignment — (1) L92 11.69’ | S52° 38’ 12”E | 388B Main Alignment — (1) L93 44.75’ | S36° 32’ 45”E | 388B Main Alignment — (1) —_—_—_—_———— 14.0 3S 118 oO. OLS < ‘a NY 11.00 R193 VINNY’S FOOD MOBILE 80 160 Feet WALL MARGARITAVILLE WALL ROUTE 388 CENTERLINE ALIGNMENT STA. 0+00.00 — STA. 11+34.26 Feet GUARDRAIL DRAINAGE FIELD (NERALL FROJECT FLAN W) DPwy / DEPARTMEN T OF PUBLIC WORKS U.S.VI. DEPARTMENT OF PUBLIC WORKS DIVISION OF BNGINEE RING ST.THOMAS, U.S. VIRGIN ISLANDS JS\V Zo COMMISSIONER OF P.W.D. GUSTAV JAMES, P.E. CHIEF ENGINEER ACTING ERAN FLEMMING, P.E. SURVEYED BY: DRAWN BY: ut PLAN W/ DEPUTY COMMISSIONER OF ENGINEERING DISTRICT ENGINEER SCALE: LO AT E : 6/6/2016 LINE & CURVE DATA-| DPW FILE NO. PROJECT NO. DIVISION OF ENGINEERING ACAD FILE NAME SHEET NO. COL of IS LINE TABLE: ALIGNMENT LINE # | LENGTH DIRECTION ALIGNMENT NAME L81 53.14 | $54° 59’ 31”E | 388A Spring Bay Rd L82 | 74.28’ | S54° 59’ 51”E | 388A Spring Bay Rd L83 | 20.30’ | S50° 34’ 35”E | 388A Spring Bay Rd L84 9.44’ | S36° 35’ 40”E | 388A Spring Bay Rd L85 | 26.43’ | S33° 09’ 17”E | 388A Spring Bay Rd Curve Table: Alignments CURVE #]| RADIUS | LENGTH | DELTA ANGLE | ALIGNMENT NAME C12 273° 66.71’ | S43° 35’ 08”E | 388A Spring Bay Rd WALL L ROUTE 388A SEGMENT #2 STA. 1483.88 — STA. 2+50.29 ——117b —1171 —30000 IN a e “ K . R33 1

TRAVEL LANE TRAVEL LANE TRAVEL LANE TRAVEL LANE CONCRETE SIDEWALK CURB & GUTTER CURB & GUTTER i— AGGREGATE BASE, GRADING C — AGGREGATE BASE, GRADING C — 6° REINFORCED CONCRETE —— 6” REINFORCED CONCRETE STA. O0+00.00 — 1418.35 ROUTE 388 STA. 7+66.39 — 114+34.26 SCALE: 3” = 1’-0” ROUTE 388 SCALE: 3” = 1’-0” D P W DEPARTMENT OF PUBLIC WORKS CP PD COMMISSIONER OF P.W.D. CHIEF ENGINEER SURVEYED 8 PROJECT NO. SHEET NO. GUSTAV JAMES, P.E. ACTING ERAN FLEMMING, P.E. DRAWN BY: J* TYPICAL ROADWAY aepaeeyar-EERUe hanks DIVISION OF ENGINEERING JS DEPUTY COMMISSIONER OF ENGINEERING DISTRICT ENGINEER SCALE: SECTIONS DPW FILE NO. ACD LE NAME ow OF IS [ USN ST.THOMAS, U.S. VIRGIN ISLANDS DATE : 6/6/2016 DIVISION OF ENGINEERING TT SCHEDULE OF QUANTITIES ITEM DESCRIPTION UNIT TOTAL NO. 15101-0000 MOBILIZATION LUMP 1 15201-0000 CONSTRUCTION SURVEY AND STAKING LUMP 1 15401-0000 CONTRACTOR TESTING LUMP 1 15701-0100 EROSION CONTROL LUMP 1 15801-0000 WATERING FOR DUST CONTROL (1000 Gallons per Mgal) MGAL 20 20103-0000 CLEARING AND GRUBBING SQ. YD. 1,000 20301-2400 REMOVAL OF SIGN EACH 6 20304-1000 REMOVAL OF STRUCTURES AND OBSTRUCTION LUMP 1 20315-0000 SAW CUTTING L.F. 96 20401-0000 ROADWAY EXCAVATION CU. YD. 1,006 25301-0000 GABION BASKETS CU. YD 9 30102-2100 AGGREGATE BASE, GRADING D CU. YD. 503 40301-0300 RIGID PAVEMENT S.Y. 4,000 40301-0500 HOT ASPHALTIC PAVING; CLASS B, GRADE D TON 100 41202-0000 TACK COAT GAL 50 60201-0700 18" PIPE CULVERT L.F. 373 60401-1000 MANHOLE, TYPE 1 EACH 2 60404-1000 CATCH BASIN, NO. 3 EACH 5 60902-1000 PORTLAND CEMENT CONCRETE CURB AND GUTTER, 13" DEPTH L.F. 1,132 61501-0100 SIDEWALK, CONCRETE 4" SLY. 452 61502-1000 ACCESSIBILITY RAMP, CONCRETE EACH 4 61710-1100 GUARDRAIL SYSTEM G4, TYPE IV, CLASS B STEEL POST, FLARED L.F. 180 62632-0000 PLANTINGS LUMP 1 63304-0900 SIGNS, ALUMINUM PANELS, TYPE 3 SHEETING EACH 5 63401-1500 PAVEMENT MARKINGS, 634.08, TYPE H, 18" SOLID WHITE L.F. 164 63401-1700 PAVEMENT MARKINGS, TYPE H, 4" SOLID YELLOW L.F. 3,154 63501-0000 TEMPORARY TRAFFIC CONTROL LUMP 1 63641-0700 RELOCATE UTILITY POLE EACH 1 Cc DPW > DEPARTMENT OF PUBLIC WORKS PD D Oe ee OO PROJECT NO. SHEET NO. 4 HW | DIVISION OF ENGINEERING JS\ / Ze Zs Dir GMa FREE | Detcr erenceR | SoaCey rapucarion oF |DPW FILE NO. — She |9 [ US. Vu ST.THOMAS, U.S. VIRGIN ISLANDS eos DIVISION OF ENGINEERING Oo EXISTING CONDITIONS NOTES: REFER TO DRAWING G1 FOR NOTES, ABBREVIATIONS POINT TABLE AND LEGEND. POINT # | ELEVATION | NORTHING EASTING | DESCRIPTION 2. THE SURFACE FEATURES AND TOPOGRPHY SHOWN un | 2283 | 6088355.32 | 908525.52| find ni Be WEEK SE UARY ANID Pe BO ON SURVEY CONDUCTED 1172 |__25.26' | 6088358.79 | 908527.48 | ind pk 3. HORIZONTAL DATUM: ZONE CODE CS PR83F, NAD 83 30000 21.10 | 6088338.03 | 908580.75 | __ pk.nl.set PR/VI, PROJECTTION—LM 4. VERTICAL DATUM: NAVD88 5. SUBJECT PR DESIGNATION: PER FLOOD INSURANCE RATE MAP 7800000014G 6. BEARINGS SHOWN ON THIS SURVEY ARE BASED ON FOUND DATA IN THE FIELD. 7. THE COMPLIED RIGHT OF WAY INFORMATION SHOWN WAS DEVELOPED FROM CURRENT DEEDS OF RECORDS AND PHYSICAL EVIDENCE FOUND. CONFLICTS AND ERRORS WITHIN THE SURVEY PLATS, INSUFFICIENT FIELD DATA, AND ERRONEOUS GEOMETRY PROHIBIT BOUNDARY CLOSURE. ADDITIONAL RIGHTS MAY EXIST BEYOND THE LIMITS OF THE RIGHT OF WAY SHOWN. CONTRACTOR TO PERFORM BOUNDARY VERIFICATION BEFORE PROCEEDING WITH WORK. 8. THE UTILITIES SHOWN HAVE BEEN COMPILED IN PART FROM FIELD LOCATION. THE LOCATION OF UNDERGROUND UTILITIES SHOULD BE CONSIDRED AND SHOULD BE FIELD VERIFIED PRIOR TO ANY EXCAVATION OR CONSTRUCTION ACTIVITIES. REFERENCE MAPS AQ—292-T81 D9-1589-—T80 G9-1542-T70 D9-997-T71 a TT SS ——_—_—_————— DRAINAGE FIELD GUARDRAIL WALL WH CENTERLINE ALIGNMENT MARGARITAVILLE WALL VINNY’S FOOD MOBILE 0 160 | | eet EXISTING CONDITIONS PLAN DEPARTMENT OF PUBLIC WORKS ON CHIEF ENGINEER a . ae PROJECT NO. SHEET NO. < DPW > DIVISION OF ENGINEERING S\ / we Ss aT CONDITIONS DPW FILE NO. EX| «© |9 [DEPARTMENT OF PUBLIC WORKS |] OT THOMAS, U.S. VIRGIN ISLANDS ate PLAN DIVISION OF ENGINEERING ee STRUCTURE — (13) STA: 114+31.57 OFF: 33.59R STRUCTURE — (12) hip oe | STA:T1+25.91 Fess INV IN: 0.43 18” Reinforced Concrete Pipe DRIVEWAY SUMP: 0.76 eS TRANSITION INV IN:0.97 18 Reinforced Concrete Pipe > INV OUT:1.13 18” Reinforced Concrete Pipe 3 eC iy Oo [END WORK S SO AN ~ [S DRAINAGE 0 TAPER & © a: oe War . % N Oy One vs = S Lo KS TERMINATE *¢ sa A TRANSITION 5 (o ° cx & e NX, £o a _ i . C3 — 10 Li STRUCTURE — (16) 1 3 | =, STRUCTURE — (7) Z Y. STA: 0471.69 OFF: —41.44L Flo CONSTRUCT 4 a STA: 10+37.49 OFF: b.19R kL “Vv SUMP: 7.67 FENCE a S RAMP 63 GOP u vroes ff. = Y . ws AY INV OUT: 8.13 18” Reinforced Concrete Pipe ms R23 5 SUMP 1.54 » Do . eS iS » vv 7 Oo BIS Re) INV IN: 2.81 18” Reinforced Concrete Pipe O S OD N Kv Fee ‘S =) 14 INV IN: 2.20 18” Reinforced Concrete Pipe NS z OS As ALTERNATE DRIVEWAY DRIVEWAY o \t < ae r~ 5 \ INV OUT: 2.08 18” Reinforced Concrete Pipe c~ “] [ TRANSITION T TRANSITION _ ne) pe + A x9 STRUCTURE — (11) £8: N\ ZO A _DRIVEWAY - ENCROACHMENT 7 + = \o . Ul STA 10400.04 OFE:11.02R Ao [TRANSITION so x N 2 Ql ‘a + \S € “| STRUCTURE — (10) LRIM:6.80 2 x CONSTRUCT © ° — = < STA: 8+75.07 OFF:11.03R ‘o. < - SIDEWALK + ~ 0 60 ~ D in To ,: ony RIM. 7.41 SUMP: 2.63 ; oO RAMP : st ms + + + UTIL IL SUMP: 0.90 INV OUT: 3.77 18 Reinforced Concrete Pipe 4 EP: 2+50.30 09 a mo ~ ~ ey — a 0" 3 Ke : + “ e un en ne om SS eee STO INV OUT: 2.16 18” Reinforced Concrete Pipe FENCE x We — = ow — = = —f CONSTRUCT % a0 CfPR33 pRi18 itn — TESS ae’ 168 TBS 10 L70 al, L724 SIDEWALK STRUCTURE — (9) 1 / ! a ar i a n/a RAMP STA: 8+14.69 OFF: —11.16L SILT FENCE. 2 = m4 n =? L_RIM: 7.82 ¢ oa SUMP: 2.78 . VINN Bf COP ‘adios 1 INV OUT: 3.11 18” Reinforced Concrete Pipe R33 ©. 713 © | Q XY > ARGARITAVILLE WALL Qy : © SERVICE |ACCESS GATE CURB & GUTTER ) > aids TRANSITION TO SWALE yf ABUT [EXISTING SWALE S FAS = EXISTING $WALE 0 160 Sy = BEGIN WORK “Op | aPT: 14.09.45 80 STA. 0+00.00 Sd oc, Midi, 9498.62 | Feet STRUCTURE — (17) INNS PC: ee STA: 0+21.66 OFF:—6.79L ONL PT: 0470.58 RIM: 9.58 75 SUMP: 6.56 SQ INV IN: 7.17 18” Reinforced Concrete Pipe “A + INV OUT: 7.04 18” Reinforced Concrete Pipe PVI STA: 6+00.21 PVI ELEV: 12.00 K: 633.39 PVI STA: 2+20.34 PVI ELEV:13.46 LV: 150.00 K: 340.56 fea lh LVC: 150.00 PVI STA: 4+59.67 LOlns 1S +E s]o0 PVI ELEV: 15.16 + + | | K:1.25 ui ui ah Ola LVC: 3.19 AS als oe —I (> © ae faa) Lu “alan PWh|STA: 34+14.30 ce 5 PVI STA: 0+65.35 Q FY) ELEV: 14.74 “4 os) PVI ELEV: 10.67 co Ll K: 33.55 ne 2 K:122.73 LVC: 36.04 se t EMC:82.98 ofS ae ; ] 00|co 00 | ol ail 2 <] OO che ee ” |S : ce $ 2 OO ais A> als 7 2. 2k ” Tl : © / TT | > ‘ 5 44 py | | OC 6+ A _ - i a — 2) ds. ZS Al | 169.54! of 18” Reinforced| Concrete Pipe @ 1.38% | Hf 44 -—~ il TH | ~~ [+1 | of 14.77’ of 18”) Reinforced Concrete Pipe @ 4.87% LJ ++ I b+] J | -— L 0 62.87’| of 187 Reinforced |Concrete Pipe @ 1.89% — ia H 33.B9° of 18” Reinforced Corcrete Pipe, @ 2.18% | | L 23.89’ of 18” Relnforced Concrete Pipe @|2.93% > ~ oIn fo a ]O |e a|h > > 45.76 of 18 Reinforced Concrete Pipe @ 2.116% 87.20’ of 18” Reinforced Corjcrete Pipe @ 1.27% O]6 5 O18 ofS 0185 O15 0155 35 ake O18 IN <4 Mo} |= IN SIs | aI a 00 | 0 Mn O}i6 MI LO 16 ~ ~ ~ 7 38.20’ of 18” Reinfprced Concrete Pipe @ 253% 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 DEPAR TMENT OF PUBLIC WORKS COMMISSIONER OF P.W.D. CHIEF ENGINEER SURVEYED BY: PROJECT NO. SHEET NO. D P WV CG CZ DRAWN BY: Jt DIVISION OF EBENGINEE RING / DEPARTMEN U.S. VL. T OF PUBLIC WORKS ST.THOMAS, U.S. VIRGIN ISLANDS JS GUSTAV JAMES, P.E. ACTING ERAN FLEMMING, P.E. GENERAL FLAN DEPUTY COMMISSIONER OF ENGINEERING DISTRICT ENGINEER SCALE: LO AT E : 6/6/2016 & PROFILE DPW FILE NO. DIVISION OF ENGINEERING ACAD FILE NAME C| OF IS UOILOAS|F INV OUT: 7.04 18” Reinforced Concrete Pipe PROFILE STRUCTURE — (13) STA: 11+31.57 OFF: 33.59R PROFILE STRUCTURE — (12) Wer STA: 11425.91 Mess INV IN: 0.43 18” Reinforced Concrete Pipe TRANSITION INV IN: 0.97 18” Reinforced Concrete Pipe \ > INV OUT:1.13 18” Reinforced Concrete Pipe 6 x A Os \ * [END WORK S O AN > |S DRAINAGE 0 2 S/S ££ FIELD o OS & [+ i IS CMU WALL 2, ble RAY 2p ADJ. HEIGHT_ ‘S x ; CBRE & GUARD RAIL co O y CL OY Lp TAPER & © “~ DRIVEWAY ve = f/S Ko KO TERMINATE « a" © TRANSITION : Se Z ——- oO ) x (8 eo o. x ™— * S C. Nx, f STRUCTURE — (16) u eS — 10 _ 3 a, STRUCTURE — (7) A STA: 0+ 71.69 OFF: —41.44L Qa CONSTRUCT = a STA: 10 . ilo :104+37.49 OFF:5.19R -RIM: 10.73 LIS gIDEWALK y , ARGARITAVILLE WALL Qy : © SERVICE JACCESS GATE CURB & GUTTER % > aid TRANSITION TO SWALE ABUT [EXISTING SWALE Is LEXISTING $WALE BEGIN WORK “Op PT: 1+09.45 0 160 STA._0+00.00 Mid: 0+98.62 STRUCTURE — (17 BONG PC: 0+87.79 80 ; 7.42) OX — Let: 0+70.58 STA: 0+21.66 OFF: —6.79L So | Feet RIM: 9.58 7XQ5 SUMP: 6.56 SQ INV IN: 7.17 18” Reinforced Concrete Pipe A + PVI STA: 0451.00 PVI STA: 1433.21 Pv ae a PVI ELEV: 17.67 : 25. K: 27.01 WLVE: 98.90 LVC: 66.45 2 to] > to | ~ _ ° |S S\5 Ie =|2 : N a/N SIS g\o 6 iH O} td 3) aa e = S S . xe{bo PVI SITA: 0+7427 PVI STA] 1+68.18 a mils PVI ELEV: 21.94 PVI ELEN: 16.00 uu} |! ae K: 14.66 K: |0.41 a>, T LC: 26.26 LVC:| 3.32 oc | Ol. t[a S| cut fo 28 Olt 28 Ota O/N alg ah +}. OC Ht |... 26+ dos O i oa fi r\ 28 “4s als ls ae 28 24 24 ine S > Sas \ an) Lu fain Hm Kee) Ne) 26+ = -f26 227 iS S 22 24 INE ! 6 D4 20 | 20 v a © — if 224 Q “|o + | D 18+ L. < his > a ae fe Yy 2d Nee a ! DO ~ 16 hl, AS |6 . T < tS Ses a> Yo ° 444 te! oO 4 18} JN oe <|O 7 O uf! O 14 QS 718" Slo 16 5 12 |! o> 2 4 ta \ Klin, Od} \ To! Ll} Hl aa OFLU at se | of 7 10f bo LS lia g \ B 12 Mo 2 SL . Via 107 ee ho Gr ts q 3 4 4. — NIA fe) mis 2fs af ae Ol sis D155 S| 5 AI So 0+00 1400 2+00 3+00 0+00 1+00 2+00 DPwy / DEPARTMENT OF PUBLIC WORKS U.S. VL. DEPARTMENT OF PUBLIC WORKS DIVISION OF EBENGINEE RING ST.THOMAS, U.S. VIRGIN ISLANDS JS COMMISSIONER OF P.W.D. GUSTAV JAMES, P.E. CHIEF ENGINEER ACTING ERAN FLEMMING, P.E. SURVEYED BY: DRAWN BY: J 4 GENERAL DEPUTY COMMISSIONER OF ENGINEERING DISTRICT ENGINEER SCALE: LO AT E : 6/6/2016 PLAN & PROFILE-Z DPW FILE NO. PROJECT NO. SHEET NO. DIVISION OF ENGINEERING ACAD FILE NAME CLo |9 DPwy / DEPARTMENT OF PUBLIC WORKS U.S. VL. EXISTING EXISTING EROSION CONTROL NOTES: GROUND PAVEMENT 10’ MAX | 50’ MIN. —;_ 107 MIN. | Loe _ : GENERAL NOTES = © 1. ALL WORK ASSOCIATED WITH TEMPORARY EROSION CONTROL WILL BE 7 | ¥ 7 @ INCLUDED IN THE CONTRACTORS LUMP SUM BID PRICE. ee eee YYyyyy III OO OOS 2 2. ALL EROSION CONTROL MEASURES SHALL CONFORM TO THE GUIDELINES < RERERRRRRRRRRRRRRORRRRRROO: =| \ OLD AND REQUIREMENTS PROVIDED IN THE VIRGIN ISLANDS ENVIRONMENTAL FILTER FABRIC 0 | GROUND PROTECTION HANDBOOK, 2002. THE HANDBOOK MAY BE DOWNLOADED PROFILE F ONLINE OR PURCHASED FROM THE UNIVERSITY OF THE VIRGIN ISLANDS, / COOPERATIVE EXTENSION SERVICE. —L—KG GG WV AQK_K_-KQYU.Gx_K_{RLLK<&{K ; GRATE DETAIL )1’-118"x D+6) = _ ‘ SINE | | iP BARS a LADDER RUNGS —= iP BARS ” i INN | I WN ot ao «TYP) q AT 15” CENTERS |’ \< Tq a TYP) 4 co [7 . G4 Bar “Y (SEE_NOTE 4) \4, mf a +—— #4 BAR Ss Type 6A—6 “yt TYP) | |e oe be TYP) i ¥,” DIAPHRAGM ; ; #5 BARS j S ; AT THIRD POINTS j 1° 12” OC 1. . > 9 > y > yo < ON z = #5 BARS 2 2” (TYP) Zz et #5 BARS sj -— = - 12” OC = = ‘ 12” OC - +4 5 —— 4 YY a ~~ ~ ——, ~~ 2” (TYP) —=4 \w Yr. 1 1 1. < 2” (TYP) —= . fon ; fon aye 9 | 1%" fe | Pies ! . =—>— #5 BARS ; 3 — 3” 6” OC a 2'—7% a. | #5 BARS . A . » #5 BARS 3’—0” SUMP , 6” OC 3-0” SUMP 3’—0” SUMP], 6” OC | 1 4 4 y ot rrr ee a opie | Tt rr ae SECTION C—C DETAIL C C 4b rs 4b A B B aD B | b “oD og D Y S a 4 ° y ia is es SECTION A—A SECTION A—A SECTION A-—A LIMITED HEADROOM AMPLE HEADROOM FOR MINIMUM INSIDE INLET DIMENSIONS ONLY TYPE 6A-A INLET DETAIL (2 TYPE 6A METAL FRAME AND GRATE DETAIL (a \c 4/ scaLe: NONE \c 4/ scale: NONE INSIDE FACE DRAIN MANHOLE NOTES: OF MANHOLE \ J. “sy FILL WITH . i. ‘ STAINLESS COVER 5” CAST IRON FRAME SET 1. STRUCTURE SHALL BE DESIGNED FOR H—20 LOADING. MORTAR \ at STEEL STRAP . | z / ON FULL BED OF MORTAR 2. CONCRETE: 4,000 PSI AFTER 28 DAYS. RPS Se GL FOR CROSS COUNTRY S : AND SEALED WITH CEMENT. EAN sy ‘ 'N ROAD “T* GROSS COUNTRY CONSTRUCTION, BACKFILL : ALLOW 3” FOR PAVEMENT | | I | _ 3. CIRCUMFERENTIAL REINFORCEMENT SHALL BE 0.12 SQ.IN. PER LINEAR i | OR FILL SHALL BE : FOOT IN ALL SECTIONS AND SHALL BE IN THE CENTER OF THE WALL. anopizeD 1 pIPE I | TRENCH LIMITS /2 MOUNDED TO A HEIGHT OF ' | 24 b STRUCTURE SHALL BE DESIGNED TO SUPPORT HS20 LOADINGS. ALUMINUM | | | | , 6 INCHES ABOVE THE b OPENING 4 ADJUST TO GRADE WITH HARD INTERNAL | | | | B 24 |. ORIGINAL GROUND SURFACE ° RED BRICK. 2 COURSE MINIMUM. 4. THE TONGUE OR THE GROOVE OF THE JOINT SHALL CONTAIN ONE LINE — — 4 b 5 COURSE MAXIMUM. CONCRETE OF CIRCUMFERENTIAL REINFORCEMENT EQUAL TO 0.12 SQ.IN. PER LINEAR CLAMP PPT raw, aerate PERM. PAVING [i seeD AND ‘| COLLARS AND BARREL BLOCKS FOOT. FILL wit IC TS | ARE NOT ACCEPTABLE a mH HH A$#4H4 WYO 6 MORTAR (* , . C YA x, Y/, + pa 5. SEAL ALL PRECAST JOINTS WITH BITUMASTIC SEAL. : boos RUBBER-LIKE —INEKKGRG INRNTKG A wet ‘ KOR-N-SEAL BOOT SDYXYy’ ~ NNN? =}. pe 5” IF REINFORCED 6. RISERS OF 2”, 3” AND 4” CAN BE USED TO REACH DESIRED DEPTH. 12” WSIS A SEE SPECIFICATIONS FOR Va h\ | 8” IF UN—-REINFORCED MAXIMUM RISER HEIGHT. KOR-N-—SEAL JOINT SLEEVE SUITABLE MATERIAL FOR : ‘ OR EQUAL TRENCH BACKFILL wt : 48” MINIMUM SEE TYPICAL 0) a - ~ SECTIONS Cle 6 4 co) i | \ ' . BOOT REQUIRED ON 5” —FRAME & GRATE FOR H—20 INSIDE. FACE y | INSIDE WALL _f_ WALLED STRUCTURES ALLOW FOR | USVI STANDARD. SPECIFICATIONS OF MANHOLE STEEL. STRAP | SS AT LATERAL | TT PAVEMENT FILL WITH MAGNETIC ; aS EXTREMES AS WALL CASTING TO BE SET ON & MORTAR INDICATOR TAPE O = FLOW —=— = ~ . 3” COVERED WITH FULL BED aa a = Z oy! | —-— OF CEMENT MORTAR i y CLEAN SAND FROM a = 6 | | SPRING LINE OF 5 2 | mal EE ——§ 7 PIPE TO 12” ABOVE S 7 1° 1 =— = ADJUST TO GRADE WITH PIPE oy THE PIPE (MIN.). FS s . D : 4 efi] | MORTAR (2 COURSES. 7 ASTM 067, 3/4’ 4 : 565 " . - SS N SAND TO BE CRUSHED STONE g f oe 2h | —y |b {/ \| AA SE BRP ESOP eS 6 7 MIN., 4 COURSES MAX.) COMPACTED BEDDING SSAAWNQAAIYRANRMN YA NANS AN WS 7 Re” . “opieuen erone_/ Oh ° 2-6 ya BY MECHANICAL CRUSHED STONE | — - Kea———MANHOLE TO CONFORM MORTAR RUBBER-LIKE MEANS COMPACTED SUBGRADE a » TO ASTM SPEC C—478 FLEXIBLE SLEEVE DETAIL_OF TONGUE DETAIL _OF FLAT SLAB LOCK= JOINT LEASE MaNnO SLEEVE (3. \ DRAIN MANHOLE DETAIL (4 \ TYPICAL PIPE TO STRUCTURE DETAILS (5 \ DRAIN AND SEWER TRENCH DETAIL \c 4) SCALE: NONE \c 4) SCALE: NONE \c 4) SCALE: NONE COMMISSIONER OF P.W.D. CHIEF ENGINEER SURVEYED BY: PROJECT NO. SHEET NO. Dd Pp W DEPARTMENT Ol PUBLIC WORKS JoV CG CG GUSTAV JAMES, P.E. ACTING ERAN FLEMMING, P.E. DRAWN BY: U4 CONSTRUCTION PW ELF NO. HEADWALL NOTES: 1. SEE DIMENSION TABLE FOR DIMENSIONS OF HEADWALL. 2. SEE REINFORCING SCHEDULE FOR DIMENSIONS. See TO ne sont et 3. USE 3500 P.S.I. CONCRETE. ” - 4. USE NO.4 REBAR @ 12” 0.C. BOTH FACES HORIZONTAL AND VERTICAL. A B A _| 5. WEEP HOLES USED WITH 15”—42” PIPE WILL BE PLACED 6” INSIDE WING. | L [ 1 6. PLACE 4 REBARS AROUND PIPE IN. BOTH FACES TO PROTECT AGAINST [ ! DIAGONAL TENSION. v1 EDGE OF FOOTING | C - —_ SR OUND. —Dso = AVERAGE STONE 34 » tly 9” DIAMETER 74 CAMBER = TEMPERATURE REBARS 2) 2 USE 1% BEVEL ON FRONT FACE NSH MAIN REBARS BACK REINFORCED CONCRETE T, MIN. STONE FILL FRONT CORNER : NY FACE (SEE NOTE 4) END SECTION OR SEE PLAN Yo TRON) CORNER W.W. REINFORCED oH HEADWALL aN 15° EXISTING ' [ s — GROUND + «_>P KKK Qn BU oaxee =. 2 A - 40 x BAR DIA. SOSTSISTX ed SIL FA m R r | RARE YY, GEOTEXTILE FABRIC FILTER (ITEM 20701-0000) 4” GRAVEL BEDDING CROSS SECTION STATION, OFFSET AND INVERT © REBARS (SEE NOTE 6) REFERS TO THIS POINT WEEP HOLES | (SEE NOTE 5) WEEP HOLES = ) B L _ { _ _ REINFORCED CONCRETE - L ( END SECTION OR ' HEADWALL " | — E STATION, OFFSET AND INVERT -——- REFERS TO THIS POINT =H | s|0 ‘ FRONT VIEW SIDE VIEW DIMENSIONS FOR REINFORCED CONCRETE HEADWALL WITH WING WALLS 1 O O O — Su ow mW w oz 312 xz Lu tS | £8] AS STONE LINED OUTLET PROTECTION an N= = <= aa x x =} A B C D E F G H | J K L TABLE OF DIMENSIONS 24” 3” 8” 6” | 6-4” |12’-4”|] 47-6” | 6-3” | 17-0” | 17-6” | 5-9” | 6” ‘| 7-5” | 3-6” | 17-0” | 6-1” D wl L we T Deo OL UME 30” | 33” | 8" 6” | 7-3” |14’-3"] 5’-1" | 7-7" | 17-0” | 1-6" | 7-1" | 6” | B=7" | 4-1" | 1-0” | 6-8” (IN) (FT) (FT) (FT) (IN) (IN) | (C.Y.) 36” 4” 8” 6” | 7-5” |15’-1” | 5’-8” |7’-10”} 1’-6” | 2-0” | 77-4” | 6” | 9-4” | 4’-8” | 17-6” | 7-3” HEADWALL 1 $0 9 10 19 12 6 5.7 42” | 43” | 8” | 6” | 8-4” |17’-0"| 6-3” | 9-2” | 1-6” | 2-0” | 8-8” | 6” |10’-6”| 5’-3” | 1-6” |7’-10” HEADWALL 2 °0 ° i 29 12 6 8.6 HEADWALL 5 30 5 18 18 12 6 7.6 HEADWALL 6 30 5 13 16 12 6 5.0 HEADWALL 7 30 5 15 11 12 6 4.4 OUTLET 1 30 8 18 18 12 6 8.7 OUTLET 2 30 8 18 18 12 6 8.7 REINFORCING SCHEDULE OUTLET 3 30 7 10 13 12 6 3.7 NI BACK FACE FRONT FACE elm OUTLET 4 30 8 19 18 12 6 9.1 2) wm UD ° WALL REINFORCEMENT SLAB TEMP. REINFORCEMENT IN m 09 Os OUTLET 5 30 3 7 18 1D 6 30 Lu REINFORCEMENT FRONT FACE OF WALLS OEZ Oo. HORIZONTAL VERTICAL (COMPRESSION STEEL) ~O OUTLET 6 30 10 24 14 12 6 10.7 24” NO.3 @12”0.C. NO.3 @12”0.C. 6—6 x 10-10 WIRE MESH REINF. NO.4 @18” HOR. AND VERT. 2.67 OUTLET 7 30 6 11 12 12 6 37 30” NO.3 @12”0.C. NO.3 @12”0.C. 6—6 x 10-10 WIRE MESH REINF. NO.4 @18” HOR. AND VERT. 3.49 REPAIR AREA 2 12 7 27 14 12 6 9.0 36” NO.3 @12”0.C. NO.3 @12”0.C. 6—6 x 10-10 WIRE MESH REINF. NO.4 @18” HOR. AND VERT. 4.21 REPAIR AREA 4 SEE PLAN 20 17 38 12 6 18.3 42” | NO.3 ©@12”0.C. | NO.3 @12”0.C. | 6-6 x 10-10 WIRE MESH REINF. NO.4 @18” HOR. AND VERT. 4.90 REPAIR AREA 6 NA 12 16 16 12 6 8.3 (1, CONCRETE HEADWALL DETAIL (2 STONE LINED OUTLET PROTECTION DETAIL \c 5/ SCALE: NONE \c 5/ SCALE: NONE / DEEN OE ET WORKS ne oo ae DEPUTY COMMISSIONER OF ENGINEERING DISTRICT ENGINEER - So DETAILS—2 DIVISION OF ENCINEFRING ACAD FILE NAME C2 - wy COMMISSIONER OF P.W.D. CHIEF ENGINEER SURVEYED BY: PROJECT NO. SHEET NO. Dd Pp W DEPARTMENT Ol PUBLIC WORKS JoV CG CG GUSTAV JAMES, P.E. ACTING ERAN FLEMMING, P.E. DRAWN BY: U4 CONSTRUCTION PW ELF NO. 4’—0Q” MIN 4” CONCRETE PAVEMENT WITH W.W.F. 6x6, W2.9xW2.9 2.0% MAX iN 4 WRIA KKK : ara D”YYYYAY>’YS WYR&IYD ~NNZN 4” AGGREGATE BASE, “ GRADING C OR D RY COMPACTED SUBGRADE CONCRETE CURB AND GUTTER (TYPE F) SIDEWALK NOTES: 1. CONCRETE TO BE CLASS 1, 3000 PSI. 2. 4” THICK MINIMUM, 6” THICK AT DRIVEWAYS EXTENDED 2’ BEYOND DRIVE AT BOTH SIDES. (1 TYPICAL CONCRETE SIDEWALK SECTION \c 6) SCALE: NONE 2 | END OF CURB 2 V+ EDGE OF pavt, ” EDGE OF eayt, PLAN PLAN 3 3 TOP OF CURB F 3 po TOP OF CURB ps GUTTER WA GUTTER w4 PROFILE PROFILE FLARED END STRAIGHT END CURB AND GUTTER TYPES E AND F ENDINGS CURB & GUTTER (~~ 17-10” cA [co %y” EXP. JOINT rio} | | pt _ : | 2” A lL 6 valued dutter | CURB & CUTTER <4, _— a PLAN ; 7%” STD i 6” MIN. * Le]. 17-6" | 7-10" |_ 1-2” nem R 7%” STD 6” MIN. # 3” | B | 5’-0” _ SECTION B-B [62 | 1-10" | 1'—2” en I 2”R) * 1’-0"| 4 eur , YPR 7%” STD 46° 6% 6” MIN. * 8” B | 37-6” _| SECTION C—C VALLEY GUTTER (3 \, CONCRETE CURB & GUTTER DETAILS (FDOT INDEX 300) BITUMINOUS PAVEMENT, DEPTH EQUAL TO EXISTING PAVEMENT THICKNESS OR WITH 4° MINIMUM WHICHEVER IS GREATER (2,, WEARING COURSE PAVEMENT REPAIR NOTES: 2” BASE COURSE TN yl 1. MATERIALS SHOULD BE REPLACED - BORKESSONE 2 LO = s, Oe 12” AGGREGATE | s@see. SY BASE, GRADING OUT IN-KIND, WITH MINIMUM THICKNESS AS SHOWN. 2. PAVEMENT REPAIR IN EXISTING MIN. CUTBACK @ TOP KXCRZ OF TRENCH WALL OVER Ys ZG UNDISTURBED MATERIAL. INA C OR D SS —D—_DRKA =— COMPACTED ROADWAYS SHALL CONFORM TO STREET OPENING REQUIREMENTS. SUBGRADE OR GRAVEL FILL 3. ROADWAY CONSTRUCTION SHALL CONFORM TO USVI STANDARD SPECIFICATIONS. PERMANENT PAVEMENT REPAIR (2 \ PAVEMENT REPAIR DETAILS \c 6/ SCALE: NONE 7, worn OF SAWCUT AL 3 Ks Match ( DeaxrZ2 fT 5”MaAx. O” MIN. TYPE F SAWCUTS SHOULD BE AVOIDED WITHIN VALLEY GUTTER AND WITHIN CURB AND GUTTER ENDINGS CONTRACTION JOINT IN CURB AND GUTTER JOINT SEAL 3 ” L yy” EXP. JOINT AND PREFORMED FILLER 8” TYPE D ort, 1-6" an v—O"} -— BR %'R 7% STD , 64 6” MIN. * 8” Th eno" TYPE F * WHEN USED ON HIGH SIDE OR ROADWAYS, THE CROSS SLOPE OF THE GUTTER SHALL MATCH THE CROSS SLOPE OF THE ADJACENT PAVEMENT. THE THICKNESS OF THE LIP SHALL BE 6”, UNLESS OTHERWISE SHOWN ON PLANS. NOTE: FOR USE ADJACENT TO CONCRETE OR FLEXIBLE PAVEMENT. FOR DETAILS DEPICTING USAGE ADJACENT TO FLEXIBLE PAVEMENT, SEE DIAGRAM. EXPANSION JOINT, PERFORMED JOINT FILLER AND JOINT SEAL ARE REQUIRED BETWEEN CURB & GUTTER AND CONCRETE PAVEMENT ONLY, SEE DIAGRAM. CURB & GUTTER NOTES: PUBLIC SIDEWALK CURB RAMPS SHALL BE CONSTRUCTED IN THE PUBLIC RIGHT OF WAY AT LOCATIONS THAT WILL PROVIDE CONTINUOUS UNOBSTRUCTED PEDESTRIAN CIRCULATION PATHS TO PEDESTRIAN AREAS, ELEMENTS AND FACILITIES IN THE PUBLIC RIGHT OF WAY AND TO ACCESSIBLE PEDESTRIAN ROUTES ON ADJACENT SITES. CURBED FACILITIES WITH SIDEWALKS AND THOSE WITHOUT SIDEWALKS ARE TO HAVE CURB RAMPS CONSTRUCTED AT ALL STREET INTERSECTIONS AND AT TURNOUTS THAT HAVE CURBED RETURNS. PARTIAL CURB RETURNS SHALL EXTEND TO THE LIMIT PRESCRIBED BY INDEX NO. 515 TO ACCOMMODATE CURB RAMPS. RAMPS CONSTRUCTED AT LOCATIONS WITHOUT SIDEWALKS SHALL HAVE A LANDING CONSTRUCTED AT THE TOP OF EACH RAMP. THE LOCATION AND ORIENTATION OF CURB RAMPS SHALL BE AS SHOWN IN THE PLANS. CURB RAMPS RUNNING SLOPES AT UNRESTRAINED SITES SHALL NOT BE STEEPER THAN 1:12 AND CROSS SLOPE SHALL BE 0.02 OR FLATTER. TRANSITION SLOPES SHALL NOT BE STEEPER THAN 1:12. WHEN ALTERING EXISTING PEDESTRIAN FACILITIES WHERE EXISTING SITE DEVELOPMENT PRECLUDES THE ACCOMMODATION OF A RAMP SLOPE OF 1:12, A RUNNING SLOPE BETWEEN 1:12 AND 1:10 IS PERMITTED FOR A RISE OF 6” MAXIMUM AND A RUNNING SLOPE OF BETWEEN 1:10 AND 1:8 IS PERMITTED FOR A RISE OF 3” MAXIMUM. WHERE COMPLIANCE WITH REQUIREMENTS FOR CROSS SLOPE CANNOT BE FULLY MET, THE MINIMUM FEASIBLE CROSS SLOPE SHALL BE PROVIDED. RAMP RUNNING SLOPE IS NOT REQUIRED TO EXCEED 8’ IN LENGTH, EXCEPT AT SITES WHERE THE PLANS SPECIFY A GREATER LENGTH. IF A CURB IS LOCATED WHERE PEDESTRIANS MUST WALK ACROSS THE RAMP, THEN THE WALK SHALL HAVE TRANSITION SLOPES TO THE RAMP; THE MAXIMUM SLOPE OF THE TRANSITIONS SHALL BE 1:12. RAMPS WITH CURB RETURNS MAY BE USED AT LOCATIONS WHERE OTHER IMPROVEMENTS PROVIDE GUIDANCE AWAY FROM THAT PORTION OF THE CURB PERPENDICULAR TO THE SIDEWALK; IMPROVEMENTS FOR GUIDANCE ARE NOT REQUIRED AT CURB RAMPS FOR LINEAR PEDESTRIAN TRAFFIC. CURB RAMP DETECTABLE WARNING SURFACES SHALL EXTEND THE FULL WIDTH OF THE RAMP AND IN THE DIRECTION OF TRAVEL 24” FROM THE BACK OF CURB. DETECTABLE WARNING SURFACES SHALL BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATION 527. TRANSITION SLOPES ARE NOT TO HAVE DETECTABLE WARNINGS. WHERE A CURB RAMP IS CONSTRUCTED WITHIN EXISTING CURB, CURB AND GUTTER AND/OR SIDEWALK, THE EXISTING CURB OR CURB AND GUTTER SHALL BE REMOVED TO THE NEAREST JOINT BEYOND THE CURB TRANSITIONS OR TO THE EXTENT THAT NO REMAINING SECTION OF CURB OR CURB AND GUTTER IS LESS THAN 5’ LONG. THE EXISTING SIDEWALK SHALL BE REMOVED TO THE NEAREST JOINT BEYOND THE TRANSITION SLOPE OR WALK AROUND OR TO THE EXTENT THAT NO REMAINING SECTION OF SIDEWALK IS LESS THAN 5’ LONG. ACCEPTABLE CRITERIA FOR DETECTABLE WARNINGS: (A) THE RAMP DETECTABLE WARNING SURFACE SHALL BE COMPLETE AND UNIFORM IN COLOR AND TEXTURE. (B) 90% OF THE INDIVIDUAL TRUNCATED DOMES MUST COMPLY WITH THE DESIGN CRITERIA. (C) THERE MAY BE NO MORE THAN 4 NON—COMPLYING DOMES IN ANY ONE SQUARE FOOT OF SURFACE. (D) NO TWO ADJACENT DOMES MAY BE NON COMPLIANT. (E) SURFACE MAY NOT DEVIATE MORE THAN 0.10” FROM A TRUE PLAN. ALL SIDEWALK SURFACES, RAMP SURFACES, AND LANDINGS WITH A CROSS SLOPE SHOWN IN THIS INDEX TO BE 0.02 SHALL BE 0.02 MAXIMUM. ALL RAMP SURFACES AND RAMP TRANSITION SLOPES WITH A SLOPE SHOWN IN THIS INDEX TO BE 1:12 SHALL BE 1:12 MAXIMUM. \¢ 6/ scaLe: NONE DETECTABLE WARNING STRIP DETECTABLE WARNING STRIP (4 \ HANDICAP. TIP DOWN RAMP. DETAILS SIDEWALK RAMP NOTES: 1. SLOPE OF RAMP VARIES WITH SIDEWALK WIDTH AND HEIGHT, WITH A MAXIMUM SLOPE OF 1:12. 2. AN ADA DETECTABLE WARNING TRUNCATED DOME FINISH TO TRANSVERSE TO THE SLOPE OF THE RAMP AND WARPED SIDEWALK SHALL BE USED ON ALL RAMPS 3. MAINTAIN THE NORMAL GUTTER PROFILE THROUGHOUT THE RAMP AREA. 4. INTERCEPT DRAINAGE ALONG THE CURB IN ADVANCE OF THE RAMP. 5. FORM 1” (+1/8” TOLERANCE) CURB LIP IN SIDEWALK PAVING MATERIAL. DETECTABLE WARNING STRIP 3’ RADIUS \c 6) SCALE: NONE DETECTABLE WARNING NOTES: 1. BASE-TO-BASE SPACING SHALL BE 0.65” 1.6” MIN, MINIMUM BETWEEN DOMES. , 2.4” MAX. EDGE OF <2 _ _. _ ON RAMPS THAT ARE PERPENDICULAR 2. ALL SIDEWALK CURB RAMPS SHALL HAVE DETECTABLE WITH THE CURB LINE, THE DOME PATTERN DETECTABLE WARNING SURFACES THAT WARNING SHALL BE IN-LINE WITH THE DIRECTION OF EXTEND THE FULL WIDTA OF THE RAMP IN ) TRAVEL. ON RAMPS INTERSECTING CURBS AND IN THE DIRECTION OF TRAVEL 24 | Y (ON A RADIUS, THE DOME PATTER SHALL INCHES FROM THE BACK OF CURB <2” BE IN-LINE WITH THE DIRECTION OF TRAVEL TO THE EXTENT PRACTICAL 3. THE TOP WIDTH OF THE DOME SHALL BE | CS) © OO A MINIMUM OF 50% AND A MAXIMUM OF 65% OF THE BASE DIAMETER. {| TRUNCATED DOME | a0 0Yh 09" MN 1.6” MIN, 1.4" MAX. 2.4" MAX. —G) © © © Je DOME O00 0 VN 0.02" PLAN VIEW (5 \ TYPICAL DETECTABLE WARNING PANEL DETAILS TRUNCATED DOME \c 6/ SCALE: NONE 18” L a on WHITE STOP BAR—™ 1 l [jt ROADWAY 1 14’—OF [CENTERLINE Ee | 5’-0” DOUBLE YELLOW CENTER LINE SOILD WHITE—-{__ | PAINTED LINE \ cure /ebee OF PAVEMENT NOTE: CENTER STRIPES TO AVOID WHEEL TRACKS. (6 \, PAINTED CROSSWALK & STOP BAR DETAIL 30” \ SIGN_NOTES: STOP}-"- 1. ALL SIGNAGE SHALL BE IN CONFORMANCE WITH THE CURRENT EDITION OF THE MUTCD. 2. SIGN(S) SHALL BE LOCATED SO THEY CANNOT BE OBSCURED BY A VEHICLE STOPPED IN io TRAFFIC. | fon) 2” ALUM, ————»> . SIGN POLE = Ld | ©o Oo) CONCRETE BITUMINOUS PAVEMENT | | 3 x y KARR YP RRR KS K xX SY “a e YS 5 KK b an KK je) ~Y, > i. Ne K 2? |_| > SS nN A LX QQv_Q_KA SISSY 17-0” (7 SIGN MOUNTING DETAIL \c 6) SCALE: NONE \C 6/ scALE: NONE DPwy / DEPARTMENT OF PUBLIC WORKS U.S. VL. DEPARTMENT OF PUBLIC WORKS DIVISION OF EBENGINEE RING ST.THOMAS, U.S. VIRGIN [ISLANDS JS\V Zo COMMISSIONER OF P.W.D. CHIEF ENGINEER ACTING ERAN FLEMMING, P.E. GUSTAV JAMES, P.E. SURVEYED BY: DRAWN BY: J 4 CONST RUCT ION DEPUTY COMMISSIONER OF ENGINEERING DISTRICT ENGINEER SCALE: LO AT E : 6/6/2016 DET AILS—2 PROJECT NO. SHEET NO. Cor |9 DPW FILE NO. DIVISION OF ENGINEERING ACAD FILE NAME 17” 3 ” 14” TT NOTCHED , BLOCK 7 %” DIA. x 10" BOLT IN %” HOLE %” HEX NUT AND WASHER 2 ~ m=—— W6x9 POST ™ /\ \Je i VY vat I / 7 %,” DIA. HOLE IN BLOCK STEEL POST & NOTCHED BLOCK oe ae (PWEO1 ) (NOMINAL DIMENSIONS ARE SHOWN FOR THE POSTS & BLOCKS) END OF GUARDRAIL |_— SEE NOTE 14 I— %—” DIA. HOLE THE GUARDRAIL EXTRUDED BY THE END PIECE UPON IMPACT PAY LENGTH MUST BE AWAY FROM TRAFFIC . (2 | ; 8 E A i i Ee ANCHORAGE END PIECE = PAY LENGTH FOR END ANCHORAGE (NONFLARED) 50 FT. _ 8 SPACES @ 6’-3” = 50’ TRAFFIC —>—__—_ GUARDRAIL TYPE 3|. 6-3" 6’—3” 6’—3” 6’—3” 6’-3” 6’—3” 6’—3” 6-3" | PAY LENGTH |e \ = ch a. ch =. fa jaa] jaa] \ NS IL Q) (8) @) © © 4) @) & CONVENTIONAL —— GUARDRAIL TYPE 3—= IF ET—PLUS IS USED END ANCHORAGE (NONFLARED) (4. W-BEAM STEEL BACKED GUARDRAIL DETAIL \e 7) SCALE: NONE -— 1’ SSL WHITE TURFED AREAS _|_ PAVED AREAS | _ <6 TRAFFIC FLOW — >> Q i 4° TOPSOIL ~ 3000 PSI ~ CENTERLINE A A - - - _— (TYP.) { CONCRETE x L eee = N 5 1 TRAFFIC FLOW ae G20-1 5 je) G20-2 SEE NOTE 11 SEE NOTE 10 SEE NOTE 10 ° ‘ = ADVANCE WARNING AREA (SEE SIGN SPACING TABLE) © oO ROAD WORK O > > 5 C B A PROJECT LIMITS A 1 | TRAFFIC FLOW ==> > TRAFFIC FLOW TRAFFIC FLOW <== <=> TRAFFIC FLOW | A WORK ZONE AREA OF INFLUENCE A | B | C _ AS DETERMINED BY THE CO ADVANCE WARNING AREA (SEE SIGN SPACING TABLE) END > ROAD WORK G20-2 ROAD WORK ee _ “L NEXT xx MILES G20-1 W20-1 W20-1 SEE NOTE 11 END SEE NOTE 10 SEE NOTE 10 ROAD WORK W20—1 OVER G20—2 W16—8P NOTES: SEE NOTE 9 [ROAD NAME _| 1. ERECT ALL PROJECT ADVANCE WARNING SIGNS BEFORE STARTING CONSTRUCTION WORK. 2. NOT ALL DETAILS SHOWN ON THE TEMPORARY TRAFFIC CONTROL SHEETS MAY BE APPLICABLE TO THIS PROJECT. THE CONTRACTOR MAY ADD OR DELETE INFORMATION AND DETAILS IN THIS TRAFFIC CONTROL PLAN AS 9. IF W20-1 IS PLACED ON A ROADWAY OTHER THAN THAT ON WHICH THE NECESSARY TO ACCOMMODATE ACTUAL OPERATIONS. — Ce ACTUAL CONSTRUCTION WORK OCCURS, INCLUDE A SUPPLEMENTARY 3. WHERE ADVANCE WARNING SIGNS, PLACED AS SHOWN, INTERFERE WITH PLAQUE INDICATING THE NAME OF THE ROAD ON WHICH THE PERMANENT SIGNS, LOCATE THE WARNING SIGNS AS DETERMINED BY THE CONSTRUCTION DOES OCCUR (APPLIES TO MAJOR ROADS ONLY). CO FOR BEST RESULTS. VARY MESSAGES AS REQUIRED. 10. THE MESSAGE ON THE W20—1 SIGNS MAY BE "ROAD WORK AHEAD” OR 4. ADDITIONAL OR DIFFERENT MESSAGE SIGNS MAY BE REQUIRED TO FIT MAY SPECIFY THE DISTANCE TO THE WORK AREA IN FEET OR IN MILES. THE ACTUAL CONSTRUCTION CONDITIONS. INSTALL AN ADDITIONAL W20—1 SIGN WHEN APPROACH SPEEDS EXCEED 50 MPH. WHEN USED PLACE THE TWO W20-1 SINGS ”B” FEET APART 5. INSTALL ADVISORY SPEED PLATES UNDER THE W20 SERIES WARNING ACCORDING TO THE SIGN SPACING TABLE. SIGNS AS NEEDED TO INDICATE A MAXIMUM RECOMMENDED SPEED THROUGH THE CONSTRUCTION AREA. 11. FOR WORK ZONES THAT ARE 2 MILES OR MORE IN LENGTH, INSTALL G20-1 SIGNS AT EACH END OF THE PROJECT. SHOW THE DISTANCE ON 6. ENSURE ALL SIGN SUPPORTS EXPOSED TO IMPACT BY TRAFFIC MEET THE G20—1 SIGN TO THE NEAREST WHOLE MILE. THE REQUIREMENTS OF NCHRP—350 OR MASH FOR CRASHWORTHINESS. 12. IF SIGNING ON A ROADWAY UNDER A JURISDICTION OTHER THAN THE 7. MAINTAIN TWO-WAY TRAFFIC DURING ALL NON—WORK HOURS EXCEPT AS CLIENT AGENCY, VERIFY THAT AN ENCROACHMENT PERMIT HAS BEEN APPROVED BY THE CO. OBTAINED. 8. DO NOT STORE TRAFFIC CONTROL DEVICES ALONG THE ROADWAY WHEN 13. USVI STANDARDS MAY BE USED AS AN ALTERNATIVE IF APPROVED BY NOT IN USE. COVER POST—MOUNTED SIGNS WHEN NOT APPLICABLE. THE CO. (1.\ ADVANCE SIGNING LAYOUT DETAIL \C 8/ scale: NONE COMMISSIONER OF P.W.D. HIEF ENGINEER SURVEYED BY: DEPARTMENT OF PUBLIC WORKS CPD CD 7 7 TEMPORARY oe ee (CD oF IS * APPROACH SPEED BASED ON THE REGULATORY POSTED SPEED, NOT THE ADVISORY SPEED. TYPE B WARNING LIGHT (OPTIONAL) w20-1 w3—2 SEE NOTE 3 Ty) Wi3-P <) Wi6—-2P wn J) (OPTIONAL) ceeT_J} (OPTIONAL) SEE NOTE 5 TO ONCOMING TRAFFIC. LENGTH AND SPACING TABLE APPROACH |BUFFER SPACE CHANNELIZING DEVICE SPEED* LENGTH TAPER | BUFFER | WORK AREA | SPACE | SPACE MPH FEET SPACING IN FEET SIGN SPACING TABLE 20 115 20 40 40 DISTANCE BETWEEN 25 155 20 50 50 ROAD TYPE SIGNS IN FEET 30 200 20 60 60 A B C 35 250 20 70 70 URBAN AND RURAL 30 MPH AND LESS | 100 | 100 | 100 40 505 20 80 80 URBAN AND RURAL 35 MPH TO 50 MPH] 350 | 350 | 350 45 560 20 90 90 RURAL GREATER THAN 50 MPH 500 | 500 | 500 50 425 20 100 100 EXPRESSWAY / FREEWAY 1500 | 1500 | 2640 55 495 20 110 110 60 570 20 120 120 65 645 20 130 130 70 730 20 140 140 END G20—-2 ROAD WORK SEE NOTE 3 ADVANCE WARNING AREA (SEE SIGN SPACING TABLE) (SEE LENGTH AND SPACING TABLE) VARIABLE TERMINATION AREA WORK SPACE C |. B |_ A {15 |. 50 —100 — | OPTIONAL OPTIONAL _|_ 50 —100 Z | | TAPER AREA BUFFER SPACE BUFFER SPACE TAPER AREA ~ @ @ TRAFFIC FLOW ==> < @ QD Yl @ Q ==> TRAFFIC FLOW 4 oC @ @ @ 600 6 ® TRAFFIC FLOW —— oT na = LTYP, LINE BREAK AT INTERSECTION 1 J —/— ——— 00 ee = @: STOP LINE, 18”, SOLID, WHITE : 1 ” R33 x CROSSWALK LINE 18”, SOLID, WHITE 13 o L10 M.P.H. R193 13 San On) CENTER LINE, 2-4”, SOLID YELLOW TYP, LINE BREAK AT INTERSECTION CROSSWALK LINE 18”, SOLID, WHITE SURVEYED BY: COMMISSIONER OF P.W.D. Cc DPW > DEPARTMENT OF PUBLIC WORKS S\/ 2D OD Sn US.ViL ST.THOMAS, U.S. VIRGIN ISLANDS PROJECT NO. SHEET NO. GUSTAV JAMES, P.E. ACTING ERAN FLEMMING, P.E. DRAWN BY: J* TRAFFIC CONTROL (> (> DEPUTY COMMISSIONER OF ENGINEERING DISTRICT ENGINEER SCALE: PLAN DPW FILE NO, ACAD FIIF NAME C | IS DIVISION OF ENGINEERING oo LO AT E : 6/6/2016

/ DEPARTMENT OF PUBLIC WORKS U.S. VL. DEPARTMENT OF PUBLIC WORKS DIVISION OF EBENGINEE RING ST.THOMAS, U.S. VIRGIN [ISLANDS SN GUSTAV JAMES, P.E. ACTING ERAN FLEMMING, P.E. DRAWN BY: ut DEPUTY COMMISSIONER OF ENGINEERING DISTRICT ENGINEER SCALE: 1” = 10’ LO AT E : 6/6/2016 TYPICAL ROADWAY SECT |IONS—| DPW FILE NO. DIVISION OF ENGINEERING ACAD FILE NAVE lho |9 40 40 °° °° 40 40 30+ +30 f07 74° 307 730 20+ +20 P07 7° 207 7 20 i [SY —2.0% 2 20 +20 Pee 4 a 3 i 10 a f +10 10 ei +10 [ \Sk5 = ah 5 ox : —__“— = & a 5 ; 10 10 0 0 —~10 ~10 0 0 —10 —10 ~20 ~20 10°55 —40 —30 —20 —10 6 10 20 30 50 1° —20¢ —20 —50 —40 —30 —20 —j0 0 10 30 40 50 —90 —40 — 30 —20 —10 10 2 $0 90 50 50 40 40 40 40 40+ +40 30+ +30 30+ +30 30+ +30 20+ +20 20+ +20 CO ———_——SS tt x 20 7 20 10 fs #8 +10 10 oo SSR ——— r 10 # l 2 8 f ¢ pe NS | 10 10 0 0 0 0 0 0 —10 -10 —~10 —10 —20 —20 ~'250 —40 —90 —20 0 10 20 30 Bo 1° 2055 —40 —30 —20 —10 0 10 20 30 50 7° ~50 —40 —30 —20 —10 6 10 30 40 50 40 40 40 40 40 40 30-4 13 sot | 50 30+ p50 20+ 7 20 20+ 7 20 | ———__ 67e 10 : — p10 10 t HO 7 le a 8 tf —__ | O 10 10 ; 0 5 5 0 0 10 -10 _109 —10 10%5 —40 —30 —20 —10 6 10 0 40 9 !° —20 ~20 —50 —40 —30 —20 —10 10 20 50 50 2055 —AQ —30 —20 —10 10 20 30 Bp 20 COMMISSIONER OF P.W.D. CHIEF ENGINEER SURVEYED BY: PROJECT NO. SHEET NO. 40 40 \ \, F TRANSITION KS VMI WAS a > ADJ. HEIGHT | so} Ls. \ 7 SIDEWALK ‘3 GUARD RAIL A a RAMP — / TAPER & \ : D : : TERMINATE 20+ 1° FENCE , ee 10 1 o4 7! i ee ee 0 | 0 ~10 710 MARGARITAVILLE SERVICE ACCESS GATE| CURB 2055 —ho —30 —20 —10 —_ * 10 30 40 50 7° NX x S \ ABUT EXISTING SWALE 11+352.01 50 50 50 50 40+ 740 40+ +40 30+ + 30 30+ + 30 20F + 20 20 a : i +20 et 2.0% ¢ ee ee ee 10 10 10 10 O 0 ) @) “1055 —40 —30 —20 0 0 10 20 30 40 50 | 1055 —40 —30 —20 —10 0 10 20 30 0 50 |° 1+90.12 O+ 59.61 40 40 30+ + 30 207 720 # 10 ——— — 10 0 O 10 —10 ~ 2055 —40 = 30 =20 to 0 10 20 30 0 50 °° O+//.52 COMMISSIONER OF P.W.D. CHIEF ENGINEER SURVEYED BY: PROJECT NO. SHEET NO.

/ DEPARTMENT OF PUBLIC WORKS U.S. VL. DEPARTMENT OF PUBLIC WORKS DIVISION OF EBENGINEE RING ST.THOMAS, U.S. VIRGIN [ISLANDS S\/ 2 a a GUSTAV JAMES, P.E. ACTING ERAN FLEMMING, P.E. DRAWN BY: ut TYPICAL ROADWAY DEPUTY COMMISSIONER OF ENGINEERING DISTRICT ENGINEER SCALE: 1” — 10’ LO AT E : 6/6/2016 SECT IONS—-Z DPW FILE NO. DIVISION OF ENGINEERING ACAD FILE NAME ClL« |9