A. GENERAL INFORMATION 1 A-001 TITLE SHEET 2 A-002 PLAN SYMBOLS AND ABBREVIATIONS 3 A-003 PROJECT LAYOUT 4 A-004 SURVEY CONTROL 5 A-005 GENERAL NOTES 6 A-013 DEMOLITION SITE PLAN 7 A-015 DEMOLITION SITE PLAN EXISTING BRIDGE 8 A-016 DEMOLITION DETAILS EXISTING BRIDGE 9 A-021 EROSION CONTROL PLAN B. SUMMARY OF PAY ITEMS 10 B-001 SUMMARY OF PAY ITEMS C. ROADWAY 11-12 C-003 TYPICAL SECTIONS 13-14 C-011 SITE GEOMETRY PLANS 15 C-035 CURVE AND COORDINATE DATA SHEETS 16-17 C-107 ROADWAY PLANS 18-19 C-157 ROADWAY PROFILES 20 C-303 SPECIAL DETAILS - CHAINLINK FENCE D. DRAINAGE 21-22 D-001 DRAINAGE KEY MAP 23 D-012 SUMMARY OF DRAINAGE QUANTITIES 24 D-108 DRAINAGE PLANS 25 D-213 DRAINAGE CULVERT - CROSS SECTION 26-28 D-302 DRAINAGE - SPECIAL DETAILS F. TRAFFIC CONTROL PLAN 29 F-001 TRAFFIC CONTROL PLAN 30 F-021 PHASING PLAN AND NOTES G. SIGNING AND PAVEMENT MARKING PLANS 31 G-108 SIGNING AND PAVEMENT MARKING PLAN H. STRUCTURAL WALLS 32-33 H-107 RETAINING WALL - PLANS 34 H-224 RETAINING WALL - ELEVATION-RTE 405 35 H-236 RETAINING WALL - ELEVATION-ESTATE RD 36-37 H-304 RETAINING WALL DETAILS - MSE WALL J. LIGHTING PLANS 38 J-013 EXISTING UTILITY SYSTEM LAYOUT PLAN PLANS FOR PROPOSED PROJECT FEDERAL AID PROJECT NO. VI-A405(001) IMPROVEMENTS TO RTE 405 (SCOTT FREE ROAD) ST THOMAS USVI IFB CONTRACT PLAN SET PHASE 1 - BRIDGE REPLACEMNT ACCESS STANDARD DETAILS 39 617-11 GUARDRAIL APPROVED: ______________________________ GUSTAV JAMES COMMISSIONER DEPARTMENT OF PUBLIC WORKS ABUTMENT ABUT LENGTH OF CURVE -- -- --- hehe ABbl LENGT L NATIONAL BOUNDARY AGGREGATE AGGR LONGITUDINAL LONG. STATE BOUNDARY -- -- --- EXISTING PROPOSED ALTERNATE ALT OW e eune LW FENCE xy ——___-x x —————_ x . LUMP SUM LPSM COUNTY BOUNDARY — -— - — - — -— -— AND & ee GATE WITH FENCE x D<]x XxX Pd xx ANG Wier. Et iy MAGNETIC MAG. CITY BOUNDARY TOT MAINTENANCE yeti? AND SQ FORTH (ETC.) ETC. MATERIAL MAINT TOWNSHIP OR RANGE LINE — CATTLEGUARD CE => . MAXIMUM : ASPHALT Ne AEB ROX WILE Max SECTION LINE ao GUARDRAIL HAL H. MILES PER HOUR MPH \ — oo AVERAGE DAILY TRAFFIC ADT WILE POST WeP. 7 SECTION LINE WEDIAN & SIDE BARRIER - MINUTE(S) (ANGULAR) ' 1 SECTION LINE a BACK TO BACK Be To 8 VISCELLANEOUS MEN ° POST MOUNTED oT v ° MISC. YPLLLLLLLLLLL LLL LLL LL LLL LL LLL LLL 9 BALANCE POINT Be MONGHENT = Wane NATIONAL PARK OR FOREST BOUNDARY SIGNS PORTABLE NO SYNBOL = . TNCS) BEAM BM MINCS PROPERTY LINE P/L COMMERCIAL oo — . NEGATIVE NEG. BEGINNING BEG. NORTH N EXISTING —_— — RETAINING WALL wereoeast BENCH WARK BM NUMBER NO. RIGHT-OF-WAY LINE oROP , ORIGINAL GROUND OG OPOSED POWER POLE WITH UTILITY LINE — — =P P CENTERLINE ¢ OUT TO OUT 0. TO 0. CENTER TO CENTER Co OR C. TO Cl OUTSIDE DIAMETER 00 RIGHT-OF-WAY LINE EXISTING oe TELEPHONE POLE WITH UTILITY LINE — — -1T— — — T CHAIN LINK CL PAVEMENT PMT. WITH MONUMENT PROPOSED e—______ — — JOINT USE POLE WITH UTILITY LINES — — -pat — — - P&T CoE RN REP CERN te por. OR & SUPPORT POLE, AND WITH ANCHOR 0 0 ° CONCRETE CONC. PLATE PL. EXISTING || ||| ||| || TB OR TP TB OR TP CONNECTION CONN. POINT OF COMPOUND CURVE PCC PARTIAL CONTROL OF ACCESS TELEPHONE BOOTH OR PEDESTAL O CONSTRUCTION CONSTR. POINT OF CURVE PC PROPOSED [11 [1] [1] [1] CONTINGENT SUM ots | BpENE Be ENR BoC LLLP STREET BHT Oo POINT OF INTERSECTION p EXISTING a a Iw | CONTINUOUS CONT. POINT OF SPIRAL TO CURVE p&c oR sc | FULL CONTROL OF ACCESS See ee. NeOIL. PuPON A= SANITAR RB : CORRUGATED CORR. POINT OF CURVE TO SPIRAL pcs or cs PROPOSED LTT TTT ETT Pee ee et yt G=GAS, O=OIL, P=POWER, SA= SANTI Y SEWER, CORRUGATED METAL PIPE CMP POINT ON SPIRAL POS SS=STORM SEWER, T=TELEPHONE. W=WATER COULOMB C POINT OF SPIRAL_TO TANGENT PST OR ST BRIDGE - nt yr COUNTY co. POINT ON TANGENT POT EASEMENT (PERMANENT - TEMPORARY) — PE TCE — Joa TTN COUNTERSINK CTSK POINT OF TANGENT TO SPIRAL PS OR TS wee CREEK CR. POINT OF TANGENT Py TOP OF CUL ttt eee oo gee eetttttes PIPE CULVERT (ARROW SHOWS FLOW) a CUBIC YARD YD> OR YO3 POUND LB SLOPE STAKE enna CULVERT CULV. PRESSURE (POUNDS/SO. INCH) PST TOE OF FILL ~_ eT PIPE CULVERT WITH END SECTION > — — — > CURVE DELTA A PROJECT PROJ. CURVE LEFT LT — PIPE CULVERT WITH HEADWALL -- — — — |}—______— QUANTITIES QUANT ROADWAY, EXISTING - — — — BOX CULVERT === DEGREE CELSIUS 0 BES. RANGES B O O RANGE R. CULVERT WITH DROP INLET -—- DEPT. OF PUBLIC WORK OPW RECONSTRUCTION RECONST SINGLE TRACK rr DESIGN HOUR VOLUME DHV REINFORCEMENT REINF. RAILROAD Oo UNDERDRAIN rue {uD | DIAGONAL DIAG. REFERENCE REF. MULTIPLE TRACK ete tt arate Biiael™ | GESURIEEy op wesenvarron 300 se . V Vv RES. TRAIL —_——_— em — 7 TRAVERSE POINT (HORIZONTAL & VERTICAL) NO SYMBOL DISTRICT DIST. RETAINING WALL : oO _ RIGHT-OF-WAY Rv Hh NTERM N AINA OO i EAST : ROAD RO. AND SMALL CREEK TRAVERSE POINT (HORTZONTAL) fr NO SYMBOL Y RDWY. EDGE OF PAVEMENT EP ROUTE ee BRASS CAP A NO SYM EDGE OF WATER EW RTE LARGE CREEK Lo 0 SYMBOL EDGE OF ROAD ER SCHOOL SCH. STEEL PIN ¢ NO SYMBOL ELEVATION ELEV. SECOND (ANGULAR) " oo ELEVATION WITH NUMBER EL. 400.00 SHOULDER SHLDR RIVER ; — .. EMBANKMENT EMB. SECTION SEC. ae HUB & TACK o) NO SYMBOL . SOUTH 5 ; ; a oo NO SYMBOL EXCAVATION EXC. SPACING, SPACES OR SPACED &pa, LAKE, POND OR RESERVOIRS MARSHLAND — at SPOT ELEVATION OS EXPANSION JOINT EXP. JT. SPECIFICATION SPEC. ~ SQUARE FEDERAL FED. SOUARE YARD YD oR voz} SPRING OA COORDINATE GRID TICK NO SYMBOL : TA. ; ——— FLOW LINE FL STIFFENER ST TRE TREELINES TREE COON ON or BUILDING | CL | . ST. FOR EXAMPLE E.G. STRINGER STGR. MATERTAL SOURCE SS BORING LOCATION < NO SYMBOL STRUCTURAL STRUC. GALVANIZED GALV. SUPERELEVATION S.E. GAGE (GAUGE) GA. SYMMETRICAL SYM, FOUND PROJECTED RIPRAP NO SYMBOL HEADWALL HOWL. TANGENT TAN. SECTION CORNER tS eS HEXAGON HEX, TANGENT LENGTH T ihe il HIGH WATER HW TEMPORARY BENCH MARK TBM HIGHWAY HWY. THAT IS I.E. 15 15 HORIZONTAL HORIZ. THREAD THO. Y, SECTION CORNER | eon SILT FENCE NO SYMBOL TO BE DETERMINED TBD 22 22 TOWNSHIP T. IDENTIFICATION IDEN. TRANSITION TRANS. Ye SECTION or PROPERTY CORNER a —_—_¢—___ INCH IN. TYPICAL TYP. INCLUSIVE INCL. NOTE: INSIDE OITAMETER Io VERTICAL CURVE v.C. PROPERTY CORNER @ NO SYMBOL OTHER SYMBOLS USED IN JOINT JT. VERT. POINT OF INTERSECTION VERT. THE PLANS WILL BE SHOWN . PARCEL NUMBER NO SYMBOL 400 IN A LEGEND ON THE LAMINATION LAM. WAREHOUSE WHS. APPROPRIATE PLAN SHEET. LATITUDE LAT. WEST W LEFT LT. REvistons ee MOJENA USVI IMPROVEMENTS TO RTE 405 (SCOTT FREE ROAD) Sheet DATE BY DESCRIPTION ORR viuwant BE oun a ON CK ERATE DEPARTMENT OF PUBLIC WORKS AND A PORTION OF RTE 352 Reference CHECKED = 7300 Corporote Center Drive, Suite 600 |_ROAD NO. COUNTY FINANCIAL PROJECT ID PLAN SYMBOLS A-002 J. = —_e Miami, Florida 33126 Ph. (305) 261-4785 ware om wart, pe. | 88 Certcote oF Auimarizrtn wo. oooonse | RT SSE) cr rroyas | vI-A405(1) AND ABBREVIATIONS sheet 2 08/13/07 PE Wo 638rE RT 405 USER: olkuch 8/10/2007 1:52:48 PM /:\profects\scott free\Roadway\A-002.dgn N.I.C - Not In Contract N.I.C. N.I.C. N.I.C. N.I.C. N.I.C. N.I.C. VI-A405(1) 3 END -€ CONSTR. ROUTE 405 STA._242+42.00 ere e 0 100 200 300 Roy, Hy Feet #: Uy > ’ A 404 1p ws Pre o4 7 '2) ZS Se, 2D a 2 D SURVEY CONTROL POINTS No. Northing Easting Elevation Description 846667.3800 1170272.8762 1038.77 SET PK NAIL 846566.3075 1170097.7095 1000.45 SET PKNAIL 846319.4362 1170023.0701 959.91 SET PK NAIL 46239.5724 1169984.0062 948.83 SET PK NAIL 845682.3829 1169963.6425 844.38 SET PK NAIL 845614.3451 1169898.9755 835.28 SET PK NAIL 845581.1929 1169676.2996 818.78 SET PK NAIL 845560.5649 1169556.9896 821.14 SET PK NAIL 845690.2086 1169289.7717 852.70 SET PK NAIL 10 845748.9995 1169088.7915 872.89 SET PK NAIL 11 845654.6371 1169017.6427 872.80 SET PK NAIL 12 845518.1243 1169003.6558 852.98 SET PK NAIL 14 845235.8449 1169252.2666 762.33 FND NAIL 15 845080.5189 1169246.6148 740.48 FND NAIL 16 844873.2591 1169130.6518 696.35 SET PK NAIL 17 845032.7624 1169378.2370 651.98 FND PK NAIL 18 845160.0419 1169503.5339 616.68 SET PK NAIL 19 845078.8285 1169839.3719 562.59 SET PK NAIL 21 844963.0664 1170106.5419 505.54 SET PK NAIL 22 844843.0346 1170165.9182 482.98 SET PK NAIL 23 844848.6442 1169827.4321 459.67 SET PK NAIL 24 844837.9130 1169714.3641 463.66 SET PK NAIL 25 844687.2339 1169622.3761 480.83 SET PK NAIL 27 844331.0521 1169549.6749 463.54 SET PK NAIL 28 844141.2941 1169391.2905 436.76 SET PK NAIL 29 844055.2280 1169211.6925 425.88 SET PK NAIL 30 844053.5343 1169010.6807 425.40 SET PK NAIL 31 844050.1475 1168814.0282 406.83 SET PK NAIL 32 844061.4586 1168668.0547 394.30 SET PK NAIL 33 844219.1710 1168616.7498 430.76 SET PK NAIL 50 844937.3488 1170484.7776 447.61 SET PK NAIL 228 844882.0717 1170684.9519 485.94 SET NAIL € CONSTR. ROUTE 405 OMNODAAWNH = GVOY LNW NMOYD i ee oer END-& CONSTR.—ROUTE 332 STA.H23 435.43 € CONSTR. ROUTE 332 LEGEND ®1@ SURVEY CONTROL POINT REVISIONS meson MOJENA OS VI IMPROVEMENTS TO RTE 405 (SCOTT FREE ROAD) Sheet DATE BY DESCRIPTION DRAWN - == = PARSONS BRINCKERHOFF DEPARTMENT OF PUBLIC WORKS AND A PORTION OF RTE 352 Reference M. HINNANT ===> QUADE & DOUGLAS, INC. CHECKED 7300 Corporate Center Drive, Suite 600 ROAD_NO. COUNTY FINANCIAL PROJECT 1D SURVEY CONTROL A -004 J. WYATT Miami, Florida 33126 Ph. (305) 261-4785 RT 3352 DATE Certificate of Authorization No. OOOOI462 ST THOMAS VI-A405(1) Sheet 4 08/13/07 OPE No. 658TE RT 405 USER: olkuch 8/10/2007 1:53:10 PM /:\profects\scott free\Roadway\A-004.dgn 1. THE SCOPE OF THIS PORTION OF THE PROJECT IS TO CONSTRUCT A ROADWAY ON FILL TO REPLACE THE EXISTING BRIDGE. THE NEW ALIGNMENT WILL BE IMMEDIATELY WEST OF THE OLD BRIDGE. ESTATE ROAD TRAFFIC WILL BE MAINTAINED DURING DEMOLITION OF THE EXISTING STRUCTURE VIA THE EXISTING DETOUR ROUTE. THE CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION OF THE FINAL ALIGNMENT, AS WELL AS FOR REMOVAL OF THE EXISTING STRUCTURE AS PROVIDED FOR HEREIN. 2. THIS SET OF PLANS WAS CREATED BY REVISING THE ORIGINAL PLANS FOR THE "IMPROVEMENTS TO RTE 405 (SCOTT FREE ROAD) AND A PORTION OF RTE 332". THE INTENTION OF THIS SET OF PLANS IS TO INCLUDE ONLY THE WORK ASSOCIATED WITH THE DEMOLITION OF THE BRIDGE AND THE CONSTRUCTION OF THE ESTATE ROAD. 3. WORK NOTED AS N.I.C. IS NOT INCLUDED IN THIS CONTRACT. 4. NOTES STRIKED OUT IN RED ARE NOT APPLICABLE TO THIS CONTRACT. 5. CLOUDED AND HIGHLIGHTED NOTES AND DATA INDICATE WORK AND INFORMATION THAT IS RELATED TO THIS CONTRACT. 6. AERIAL IMAGERY IS SHOWN IN BACKGROUND OF PLAN DRAWINGS FOR GENERAL REFERENCE AND IS NOT TO BE USED FOR DESIGN PURPOSES. 7. EXISTING ASPHALT BASE MATERIAL WHICH IS REMOVED MAY BE INCORPORATED IN THE STABILIZATION OF THE SUBGRADE, ALL MATERIAL MUST MEET SPECIFICATIONS FOR FILL. 8. ALL STATIONS AND OFFSETS REFER TO C/L CONSTRUCTION UNLESS OTHERWISE NOTED. 9. ALL ELEVATIONS ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1929, (NGVD-29). 10. EXISTING LAND MARKERS AND MONUMENTS WITHIN THE LIMITS OF CONSTRUCTION SHALL BE REFERENCED AND RESET BY SURVEY PARTY ON THE PROJECT. 11. UTILITIES ARE TO BE REMOVED OR ADJUSTED BY OTHERS AS DIRECTED BY THE ENGINEER FIELD REPRESENTATIVE. CONTRACTOR SHALL COORDINATE UTILITY ADJUSTMENT SCHEDULE WITH WAPA. 12. THE CONTRATOR SHALL NOTIFY THE UTILITY OWNERS IN THE AREA OF WORK BEFORE BEGINNING OF CONSTRUCTION. KNOWN UTILITY COMPANY IN THE AREA: WATER AND POWER AUTHORITY (WAPA). CONTACT NUMBER (340-774-3552). 13. ALL TREES AND LANDSCAPING NOT AFFECTED BY GRADING ARE TO REMAIN AS DIRECTED BY THE ENGINEER OR FIELD REPRESENTATIVE. 14. SAWCUT EXISTING PAVEMENT AT ALL MATCH LINES TO PROPOSED PAVEMENT. 15. CONTACTOR SHALL USE PAINT TO MARK ALL LIMITS OF PAVEMENT REMOVAL AS PER PLANS. VERIFY LIMITS WITH THE ENGINEER OR FIELD REPRESENTATIVE PRIOR TO PAVEMENT REMOVAL TO DETERMINE IF AN FIELD ADJUSTMENTS ARE REQUIRED. 16. ALL GUARDRAIL SHALL POST LENGTH SHALL BE MINIMUM 8’ EXCEPT WHEN ROCK IS ENCOUNTERED MINIMUM LENGTH SHALL BE 6’. PAY ITEM 61701-1350 SHALL BE USED FOR ALL GUARDRAIL INSTALLATION. 1. PRIOR TO CONSTRUCTION OF MSE WALLS, CONTRACTOR SHALL SUBMIT TO THE EOR FOR APPROVAL THE WALL SHOP DRAWINGS AND ALL SUPPORTING CALCULATIONS (FROM MSE WALL SUPPLIER) TO DEMONSTRATE THAT WALL INTERNAL STABILITY HAS BEEN SATISFIED FOR STATIC AND SEISMIC LOADINGS. 2. CONTRACTOR SHALL PROVIDE A SHORING AND BRACING PLAN, IF REQUIRED, ALONG WITH THE MSE WALL SHOP DRAWING. ALL COST ASSOCIATED WITH SHORING AND BRACING SHALL BE INCLUDED IN THE COST OF THE MSE WALL. 2. CONTRACTOR SHALL PROVIDE APPROVED CONSTRUCTION DETAIL BETWEEN MSE WALL AND CULVERT HEADWALLS. 3. GENERAL SPECIFICATIONS: "STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS AND BRIDGES ON FEDERAL HIGHWAY PROJECTS", FP-03 (U.S CUSTOMARY UNITS) AS AMENDED BY CONTRACT DOCUMENTS. 4. DESIGN SPECIFICATIONS: AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS (AASHTO) STANDARD SPECIFICATIONS FOR HIGHWAY BRIDGES, CURRENT EDITION WITH APPROVED REVISIONS THERETO. RETAINING WALL NOTES: 1. DUE TO PROJECT CONSTRAINS THERE ARE NO SPECIAL DESIGN ACCOMODATIONS FOR PEDESTRIANS OR BICYCLES. 2. FOR TRAFFIC DESIGN CLASSIFICATIONS SEE TYPICAL SECTIONS (SHT. REFS. C-001 AND C-002). 3. DESIGN EXCEPTIONS ARE REQUIRED TO MATCH EXISTING CONDITIONS.(SEE APPROVED "DESIGN STANDARDS AND EXCEPTIONS"). 4. THE ABOVE DESIGN CRITERIA IS ESTABLISHED FOR THE FOR THE ENTIRE "IMPROVEMENTS TO RTE 405 (SCOTT FREE ROAD) AND A PORTION OF RTE 332" PROJECT. THE VALUES DO NOT NECCESSARLY REFLECT THE CONDITIONS IN THIS PHASE OF THE PROJECT. DESIGN CRITERIA NOTES: GENERAL NOTES: 5 VI-A405(1) x on ‘ Ze + REMOVE 36" CMP LP AND CONC. \HEADWALL N REMOVE CONC. (TYP.) REMOVE 24 LF 4, ONC. WALL 4 % CHAINLINK,| FENCE € CONSTR. ROUTE 40. kd PARCEL NO. 107-4 PARCEL NO. 107-48 PARCEL NO. 107-47 REMOVE. 288 LF CONC. BLOCK ALL AND CONC. GUTTER REMOVE25 L CONC. WA a a ON rp=— REMOVE 107 LF CONC. - WALL AND FENCE * \en Sin LF iy \ CHAIN / REMOVE 135 LF VOI ON THO0UVd “MOU AvVOw OlTAnd LON TdOUVd GALVATTIOSNO; dl ON TdOUVd AVO'A GVO" OITENd FENCE PARCEL NO. 6A-20 a dail eee ie NO. 6A-21 PARCEL NO. 6A-22 ‘% REMOVE q alvVLsa d nigaae iP WONST aivisa aAHor udddn \ rs REMOVE 37 LF ONC. RE Ton WALL REMOVE. CONG» _ BRIDGE (SEE SHEE A-OI5 FOR DETAILS) 2x36" CMP REMOVE 25 LF CONC.RET. WALL p. we AMM BASIN INLET REMOVE 30" CMP. AND INLET PARCEL NO. 6A-10 parenas 7 a. EXIST.DECK USED eae REMOVE 77 L CONC. WALL N PARCEL NO. 16 REMOVE AND RECONSTRU: 24 LF STON PARCEY NO. 6A- “A PARCEL NO. \ \ \ yu PARCEL NO. 6A-2-2 REMOVE\ 38 LF CONG, RETAINING. WALL \ REMOVE EXIST. REWOVE 122 LF CONC. ONORETE PYMT RE KAINING WALL WT HOY ‘ A-24 VY ot pr “a \ \ ESTATE ROADR RA oS We PARCEL NO. 6A-25 | PARCEL NO. 6A-26 a ‘hi OO yl SS | PARCEL NO. 6A-29 PARCEL NO. 6A-27 6A-28 NE STA 23/450 O 50 100 I vrs gas REMOVE AND RECONSTRUCT 38 LF STONE WALL et PARCEL NO. 6-4 ONC. WALL o y ap J LEGEND * Oe x x x DRAINAGE STRUCTURE REMOVAL e Yi om GENE CONCRETE REMOVAL ta i > 3 i ¥ J/ JP WALL OR CURB REMOVAL cles aes REMOVE. 3] het Te NS CONC. CURE! seep = on PARCEL NO. 5 j on alr PARCEL NO. 15 PARCEL NO. 36. y) REVISIONS eS EMD MOJENA USVI IMPROVEMENTS TO RTE 405 (SCOTT FREE ROAD) Sheet DATE BY DESCRIPTION DRAWN SS PARSONS BRINCKERHOFF DEPARTMENT OF PUBLIC WORKS AND A PORTION OF RTE 382 Reference Me AINNANT QUADE & DOUGLAS, INC. ROAD NO COUNTY FINANCIAL PROJECT ID CHECKED 7300 C te Center Drive, Suite 600 ~ _ DP wrart 1 Capea Set Bre, ite ee. | ag nosi1 DEMOLITION SITE PLAN A-O13 DATE og 1307 sor WATT, PLE. Certificate of Authorization No. OOO0I462 RT 405 ST THOMAS VI-A405 (1) (SHEET 3 OF 4) Sheet 6 USER: olkuch 8/10/2007 1:53:38 PM /:\profects\scott free\Roadway\A-O/3.dgn existing NOTES: 1. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY, THE CONTRACTOR SHALL ATTAIN THE ENGINEER’S APPROVAL OF THE CONTRACTOR’S PLAN (PLAN) FOR ESTABLISHING AND MAINTAINING THE PROPOSED DETOUR ROUTE DURING ALL PHASES OF DEMOLITION AND CONSTRUCTION. PLAN SHALL PROVIDE FOR SAFE MAINTENANCE OF TRAFFIC FOR BOTH SCOTT FREE ROAD AS WELL AS ESTATE ROAD AND INCLUDE ALL SIGNING, SHORING AND/OR EROSION CONTROL OF SLOPES, TEMPORARY DRAINAGE, FLAGGING, PROVISIONS FOR TIE-INS, TEMPORARY BARRIERS, AND PROTECTION FROM VEHICULAR IMPACT OF BLUNT ENDS FOR CONSTRUCTION RELATED ITEMS SUCH AS BARRIERS AND GUARD RAIL, AS WELL AS ANY OTHER POTENTIAL OBSTRUCTION CREATED BY THE REMOVAL OF ANY EXISTING ITEM WITHIN THE LIMITS OF CONSTRUCTION. 2. CONTRACTOR SHALL LIMIT CONSTRUCTION OPERATIONS TO BETWEEN 7:00 AM AND 7:00 PM, UNLESS AUTHORIZED OTHERWISE IN WRITING BY THE ENGINEER. 3. PLAN SHALL DETAIL CONTRACTOR’S METHOD FOR DISMANTLING THE EXISTING STRUCTURE IN SUFFICIENT DETAIL TO PROVIDE FOR ENGINEER’S REVIEW OF METHODOLOGY AND PROTECTION OF NEIGHBORING PROPERTIES AND SHALL INCLUDE, AS A MINIMUM, EQUIPMENT TO BE USED, MEASURES TO PROVIDE FOR SAFETY AND PROTECTION OF PROPERTY, AND INTENDED STAGING OPERATIONS FOR LOADING AND REMOVING DEBRIS FROM THE PROJECT SITE. UNLESS OTHERWISE APPROVED BY THE ENGINEER IN WRITING, NO INFRINGEMENTS WILL BE ALLOWED IN SCOTT FREE ROAD BETWEEN 7:00 AM & 8:00 AM AND 4:00 PM & 5:30 PM. 4. IT IS ANTICIPATED THAT THE CONTRACTOR SHALL DEMOLISH THE EXISTING STRUCTURE BY SECURING PORTIONS TO BE REMOVED VIA CRANE OR FALSEWORK PRIOR TO BREAKING THE STRUCTURE DOWN INTO SMALLER MORE MANAGEABLE PIECES. CONTRACTOR’S PLAN SHALL ILLUSTRATE HIS PROPOSED DEMOLITION METHOD AND SEQUENCE, INDICATING SAWCUTS, ATTACHMENTS TO INDIVIDUAL ELEMENTS, AND BRACING (WHERE INDICATED). A SAMPLE ILLUSTRATION IS PROVIDED AS A GUIDE. 5. CONTRACTOR SHALL BEGIN BY CLEARING AND STAKING ALL PROPERTY WITHIN PROJECT AREA DEPICTED BY TEMPORARY EASEMENT AS SHOWN ON THIS SHEET. CONTRACTOR’S PROPOSED PLAN SHALL PROVIDE FOR MAINTENANCE OF STORMWATER CURRENTLY CARRIED BY THE EXISTING GUT AND CULVERT. 6. MEASUREMENT AND PAYMENT FOR BRIDGE DEMOLITION, INCLUDING ERECTION, MAINTENANCE, AND REMOVAL OF ALL TEMPORARY ITEMS ASSOCIATED WITH THIS WORK (INCLUDING DISPOSAL OF THE STRUCTURE), SHALL BE PAID UNDER PAY ITEM 20301-040, REMOVAL OF BRIDGE, WHICH SHALL INCLUDE PAYMENT IN FULL FOR ALL MATERIALS, EQUIPMENT, AND INCIDENTALS ASSOCIATED WITH THIS WORK. 7. ALL DISPOSAL MATERIAL, RUBBISH AND DEBRIS SHALL BE DELIVERED TO A LEGAL DISPOSAL SITE. NEARBY PROPERTY WITHOUT PRIOR PERMITS WILL NOT BE CONSIDERED AS HAVING BEEN DISPOSED OF SATISFACTORILY. 8. REMOVE ALL EXISTING GUARDRAIL WITHIN PROJECT LIMITS. 9. BEFORE DISPOSAL OF ANY MATERIAL COORDINATE ITEMS TO BE SALVAGED WITH DPW OR FIELD REPRESENTATIVE. 10. CONTRACTOR SHALL REMOVE ALL ABOVE AND BELOW GROUND OBSTRUCTIONS REQUIRED FOR CONSTRUCTION OF THE NEW ROADWAY, RETAINING WALLS AND DRAINAGE SYSTEM. 11. UNLESS OTHERWISE SHOWN ALL EXISTING DRAINAGE STRUCTURES WITHIN THE LIMITS OF CONSTRUCTION ARE TO BE REMOVED. 12. REMOVE ALL BOULDERS WITHIN NEW CONSTRUCTION LIMITS, AS REQUIRED. 7 VI-A405(1) EXISTING R/W So & hos wv PROP. SAWCUT (TYP.) s — Dal an =— Fron & Ss ai y as 9 ey f y & hos & Hi be ¢ ma Ww & | Oo = AERIAL VIEW SUBSTRUCTURE iw Ch ¥, ise he 3 ey | | ay nt ain * (ty e) ty yp Iq (fp ISOMETRIC VIEW ie hu *, ra | riers a “at Ws PROP. SAWCUT ‘Sv "% & PROP. ATTACHMENT ‘9 t TO EXIST. REINF. FF er wen. fe th + ir n@ : 7 pe BT PIER CAP pt = - Le —¥ th He, 7] : OA ay / _ Pcs PIER CAP As tl 4 UNDE RDECK Ve peo PIER ve “a ty or a DAMAGED COLUMN ELEVATION VIEW N.T.S. REVISIONS DESIGNED OSVI IMPROVEMENTS TO RTE 405 (SCOTT FREE ROAD) Sheet DATE BY DESCRIPTION OJENA AND A PORTION OF RTE 352 OR. “u. HINNANT -— == PARSONS BRINCKERHOFF => DEPARTMENT OF PUBLIC WORKS Reference QUADE & DOUGLAS, INC. ROAD NO. COUNTY FINANCIAL PROJECT ID DEMOLITION DETAILS CHECKED YATT 7300 Corporate Center Drive, Suite 600 A-OI6 YEARS: Certificate of Authorization No. O000I462 Miami, Florida 33126 Ph. (305) 261-4785 RT 332 DATE OB/I3/07 JOHN WYATT, P.E. RT 405 ST THOMAS VI-A405 (1) EXISTING BRIDGE Sheet 8 PE No. 638TE USER: olkuch 8/10/2007 1:53:59 PM /:\projects\scott free\Roadway\A-Ol6.dgn I. SITE DESCRIPTION A. NATURE OF CONSTRUCTION ACTIVITIES: PROJECT SCOPE INCLUDES HIGHWAY RECONSTRUCTION AND THOSE ACTIVITIES CONSISTING OF BRIDGE STRUCTURE DEMOLITION, PAVING, GRADING, RETAINING WALL CONSTRUCTION, AND DRAINAGE SYSTEM IMPROVEMENTS. THE PROJECT LOCATION BEGINS AT ROUTE 405 (SCOTT FREE ROAD), AT THE INTERSECTION WITH ESTATE ROAD, AND CONTINUES EAST APROXIMATELY 240 LF. B. SEQUENCE OF MAJOR SOIL DISTURBING ACTIVITIES: THE MAJOR SOIL DISTURBING ACTIVITIES INCLUDE THE DEMOLITION OF THE EXISTING BRIDGE. SUBSEQUENTLY, GRADING OF THE NEW ROADWAY WILL OCCUR AS WELL AS THE CONSTRUCTION OF A NEW STORM SEWER SYSTEM. OTHER SOIL DISRUPTION ACTIVITIES ARE ANTICIPATED FROM INCIDENTAL CONSTRUCTION ACTIVITIES SUCH AS WORK SITE MOBILIZATION, MOVEMENT OF HEAVY EQUIPMENT, TEMPORARY MATERIAL/EQUIPMENT STORAGE, ETC. II. CONTROLS THIS PROJECT IS SUBJECT TO ALL RELATED ENVIRONMENTAL REQUIREMENTS AND INCLUDES AN EROSION AND SEDIMENTATION CONTROL PLAN AS FOLLOWS. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL NECESSARY AND ADEQUATE MEASURES FOR THE PROPER CONTROL OF EROSION AND SEDIMENT RUN-OFF FROM THE PROJECT SITE. PRIOR TO CONSTRUCTION OPERATIONS IN A PARTICULAR AREA, ALL EROSION AND SEDIMENT CONTROLS SHALL BE INSTALLED. FIELD ADJUSTMENTS WITH RESPECT TO AREA LOCATIONS AND DIMENSIONS MAY BE NECESSARY. EXISTING DRAINAGE WITHIN THE PROJECT LIMITS NOT IMPACTED BY PROPOSED CONSTRUCTION MUST BE MAINTAINED OPERATIONAL AND PROTECTED THROUGHOUT THE DURATION OF CONSTRUCTION ACTIVITIES. A. EROSION AND SEDIMENT CONTROLS: 1) STABILIZATION PRACTICES: FOLLOWING CONTROLS SHALL BE IMPLEMENTED AS SOON AS PRACTICABLE TO PREVENT EROSION AND SEDIMENTATION FROM STORM WATER RUN-OFF: -ARTIFICIAL COVERING / GEOTEXTILE MAT -PERMAMENT PLANTING, SEEDING, OR SOD 2) STRUCTURAL PRACTICES: THE FOLLOWING PRACTICES WILL DIVERT AND REDUCE RUNOFF FLOW FROM EXPOSED SOIL AREAS TO PREVENT SEDIMENTATION AND DISCHARGE OF POLLUTANTS FROM THE WORK SITE: -SILT FENCE -SAND BAG -STORM DRAIN INLET PROTECTION -DIVERSION OR INTERCEPTOR -REINFORCEMENT SOIL RETAINING SYSTEMS -HAY BALES -STORM SEWERS 3) PHASING OF CONTROLS: PHASE I: PREPARATION OF EROSION CONTROL PLAN THE CONTRACTOR SHALL PREPARE A SITE SPECIFIC EROSION CONTROL PLAN CONCURRENT WITH A SPECIFIC CONSTRUCTION SCHEDULE AND SEQUENCE FOR IMPLEMENTATION. PHASE II: INSTALLATION OF ENVIRONMENTAL CONTROL FEATURES ENVIRONMENTAL CONTROLS AS LISTED SHALL BE INSTALLED THROUGHOUT THE CLEARING AND GRUBBING LIMITS AS SPECIFIED IN PROJECT PLANS AND WITHIN ANY OTHER AREAS OF EXPOSED SOIL. PHASE III: DRAINAGE SYSTEM AND ENVIRONMENTAL CONTROL FEATURES TEMPORARY AND PERMANENT ENVIRONMENTAL CONTROLS THAT INCLUDE SILT FENCES, HAY BALES, AND OTHER CONTROLS AS DEEMED APPROPRIATE SHALL BE IMPLEMENTED PRIOR TO THE INITIATION OF CONSTRUCTION ACTIVITY AND IN ACCORDANCE WITH FLH PROJECT DEVELOPMENT AND DESIGN MANUAL, SECTION 7.3.8, EROSION CONTROL. THE ENVIRONMENTAL CONTROLS AS IDENTIFIED IN THE PLANS SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRUBBING, AND EXCAVATION ACTIVITIES. EXISTING AND NEW STORM INLETS RECEIVING STORM WATER RUN-OFF FROM THE CONSTRUCTION SITE SHALL BE COVERED WITH FILTER FABRIC TO PREVENT SEDIMENT IN THE DRAINAGE SYSTEMS. SUCH FILTER FABRIC SHALL BE IN GOOD CONDITIONS AND REPLACED AS NEEDED. WHEN CONSTRUCTION ACTIVITIES TEMPORARILY CEASE, STABILIZATION PRACTICES MAY INCLUDE TEMPORARY SEEDING OR SOD, MULCHING, VEGETATIVE BUFFERING,AND OTHER APPROPRIATE MEASURES TO BE IMPLEMENTED THAT PREVENT EROSION AND SEDIMENTATION. PHASE IV: PERMANENT CONTROL FEATURES WITHIN 14 DAYS OF PERMANENT COMPLETION OF CONSTRUCTION ACTIVITIES, THE INSTALLATION OF PERMANENT CONTROL FEATURES SHALL OCCUR AND INCLUDE LANDSCAPING OF ALL EXPOSED SOIL WITH PLANTING OF TREES, SEED AND/OR SOD COVERED WITH MULCH OR HAY WHERE NECESSARY. B. STORM WATER MANAGEMENT ANY DESIGN OF STORM WATER MANAGEMENT SYSTEMS THAT ARE INSTALLED DURING PROJECT CONSTRUCTION WILL ABIDE BY LOCAL AND FEDERAL WATER QUANTITY AND QUALITY CRITERIA. C. OTHER CONTROLS 1) WASTE DISPOSAL: NO SOLID MATERIALS, INCLUDING CONSTRUCTION MATERIALS AS WELL AS SANITARY WASTE SHALL BE DISPOSED OF AND/OR DISCHARGED INTO RECEIVING WATERS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROPERLY DISPOSE ALL PROJECT GENERATED MATERIALS WASTE IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REGULATIONS. 2) OFF-SITE VEHICLE TRACKING: ALL CONSTRUCTION EXITS AS SPECIFIED IN THE PROJECT CONSTRUCTION STAGING PLANS SHALL BE MAINTAINED TO PREVENT THE TRACKING OF SOIL OR MUD. -EXCESS SOIL ON ROADWAYS REMOVED DAILY -LOADED TRUCKS TO BE COVERED WITH TARPAULIN 3) LOCAL REGULATIONS: THE CONTRACTOR SHALL ENSURE COMPLIANCE WITH APPLICABLE LOCAL WASTE DISPOSAL AND SANITARY SEWER REGULATIONS. 4) APPLICATION OF FERTILIZERS AND PESTICIDES: FERTILIZERS: WILL BE APPLIED ACCORDING TO THE PROPER APPLICATION RATE SPECIFICATIONS. PESTICIDES: NOT APPLICABLE. 5) TOXIC SUBSTANCES: TOXIC MATERIALS THAT ARE STORED ON-SITE FOR CONSTRUCTION ACTIVITY PURPOSES SHALL BE PROPERLY STORED IN ACCORDANCE WITH FEDERAL AND LOCAL REGULATIONS. ANY DISCOVERY OR ENCOUNTER OF CONTAMINATED MATERIALS SHALL WARRANT NOTIFICATION OF THE APPROPRIATE LOCAL AGENCY FOLLOWED BY AN IMMEDIATE WORK STOPPAGE WITHIN THE VICINITY OF THE CONTAMINATED AREA. 6) DUST RESULTING FROM PROPOSED DEMOLITION ACTIVITIES MUST BE PREVENTED FROM INTRUSION INTO THE STORMWATER CONVEYANCE SYSTEM. APPROPRIATE DUST CONTROL TECHNIQUES (WATER OR SLURRY) MUST BE RETAINED ON SITE. THE USE OF CALCIUM CHLORIDE, OILS OR OTHER CHEMICAL DUST CONTROL AGENTS MUST BE AVOIDED. III. MAINTENANCE THE CONTRACTOR SHALL MAINTAIN ALL TEMPORARY AND PERMANENT ENVIRONMENTAL CONTROLS AND OTHER PROTECTIVE MEASURES AT ALL TIMES TO ENSURE THESE REMAIN IN AN EFFECTIVE OPERATING CONDITION. ADDITIONAL EROSION AND SEDIMENT CONTROLS WILL BE INSTALLED IF DEEMED NECESSARY BY THE ON-SITE INSPECTOR. IV. INSPECTION DAILY INSPECTION OF ALL ENVIRONMENTAL CONTROLS AND PROTECTIVE MEASURES SHALL OCCUR. IN ADDITION, THE VEHICLE ENTRANCE/EXIT AREA, UNSTABILIZED DISTURBED CONSTRUCTION AREAS, DISCHARGE AREAS THAT ENTER STORM SEWER SYSTEM OR SURFACE WATERS, AND AREAS INSTALLED WITH TEMPORARY CONTROL MEASURES SHALL BE INSPECTED DAILY AND WITHIN 24 HOURS OF A STORM EVENT. ALL AREAS OF MATERIAL STORAGE SHALL BE INSPECTED FOLLOWING A STORM TO ENSURE THAT NO POLLUTANTS ARE ENTERING THE STORM WATER SYSTEM. ANY DAMAGED OR INEFFECTIVE CONTROLS SHALL BE REPAIRED AND REPLACED BY THE CONTRACTOR IMMEDIATELY. V. NON-STORM WATER DISCHARGES IF HAZARDOUS OR TOXIC SUBSTANCES ARE SPILLED OR DISCHARGED WITHIN OR IN THE VICINITY OF THE CONSTRUCTION AREA, THE CONTRACTOR SHALL REPORT THE ACCIDENT/SPILL TO THE APPROPRIATE LOCAL AND FEDERAL AGENCY. THE CONTRACTOR SHALL PROMPTLY REMOVE ALL MATERIALS SPILLED, DROPPED, OR TRACKED. EROSION CONTROL NOTES EROSION CONTROL PLAN 9 VI-A405(1) Bid Item | _FP-03 Ref. Item Description Estimated) nit Bid Item | FP-03 Ref. Item Description Estimated) Unit Section | Pay Item No. Quantity Section | Pay Item No. Quantity DIVISION 150 PROJECT REQUIREMENTS DIVISION 600 INCIDENTAL CONSTRUCTION - DRAINAGE 151 15101-0000 |MOBILIZATION 1 LS 601 60103-0100 | CONCRETE, HEADWALL FOR 18" RCP CULVERT 1 EA 152 15201-0000 |CONSTRUCTION SURVEY AND STAKING 1 LS 601 60103-0140 | CONCRETE, HEADWALL FOR 24" RCP CULVERT 1 EA 154 15401-0000 |CONTRACTOR TESTING | LS 602 60201-0800 | 24" RCP CULVERT 30 LF 155 15501-0000 |CONSTRUCTION SCHEDULE 1 LS 602 60201-0600 | 18" RCP CULVERT 27 LF 157 15703-1001 |SOIL EROSION CONTROL, SOIL STABILIZATION 100} SY 604 60403-1901 | INLET, TYPE 6B (MOD) 2} EA 157 15705-0100 |SOIL EROSION CONTROL, SILT FENCE 250 LF 157 15706-0100 /SOIL EROSION CONTROL, STRAW BALE 15) EA GUARDRAIL AND FENCING 157 15706-1000 /SOIL EROSION CONTROL, INLET PROTECTION 1 EA 617 61701-1350 |GUARDRAIL SYSTEM G4, TYPE 2, CLASS B STEEL POSTS 300 LF 158 15801-0000 |WATERING FOR DUST CONTROL 20| MGAL 617 61703-2000 |TERMINAL END, TYPE ROUND END SECTION (LST) 2} EA 619 61901-2000 |FENCE, CHAIN LINK, 72-INCH HEIGHT 140 LF DIVISION 200 EARTHWORKS 203 20301-0400 |REMOVAL OF BRIDGE 1 EA LANDSCAPING 203 20302-0700 |REMOVAL OF FENCE 300 LF 625 62502-0000 |TURF ESTABLISHMENT, BAHIA GRASS MIX, SEED 400] SY 203 20302-1200 |REMOVAL OF GUARDRAIL 125 LF 626 62601-0007 |FICUS PUMILA, CREEPING FIG, 3 GAL 20] EA 204 20401-1000 |EXCAVATION 2000 CY 207 20701-1000 |EARTHWORK GEOTEMTILE, TYPE II-A 40 SY SIGNING AND PAVEMENT MARKING 207 20701-1200 JEARTHWORK GEOTEXTILE, TYPE Iv-A 300 SY 633 63304-0900 |SIGNS, ALUMINUM PANELS, TYPE 3 SHEETING (STOP) 1 EA 634 63401-1501 |PAVEMENT MARKINGS, TYPE H, SOLID (4" WHITE) 422 LF DIVISION 250 STRUCTURAL EMBANKMENTS 634 63401-1502. [PAVEMENT MARKINGS, TYPE H, SOLID (24" WHITE) 10 LF 251 25101-3000 | PLACED RIPRAP, CLASS 3 13 CY 634 63401-1503 |PAVEMENT MARKINGS, TYPE H, SOLID (4" DOUBLE YELLOW) 208 LF 251 251016000 | PLACED RIPRAP, CLASS 6 16 CY 251 25110-6000 | GROUTED RIPRAP, CLASS 6 12 CY TEMPORARY TRAFFIC CONTROL 255 25501-1001 | MECHANICALLY STABILIZED EARTH WALL, WELDED WIRE FACE (MOD.) 2,880 SF 634 63304-1000 |TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN 12] SF 635 63502-0600 |TEMPORARY TRAFFIC CONTROL, BARRICADES (TYPE 3) 6] EA DIVISION 300 AGGREGATE COURSES 635 63502-1300 |TEMPORARY TRAFFIC CONTROL, DRUMS 10} EA 301 30103-1000 |JAGGREGATE BASE GRADING GC 110 CY 635 63502-1700 |TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE C 12 EA 301 30106-0400 |SUBBASE GRADING A, 10' DEPTH 170 CY DIVISION 400 ASPHALT PAVEMENT AND SURFACE TREATMENTS 402 40201-0800 |HOT ASPHALT CONC. PAVEMENT, CL. B, GR. C 100 TN 412 41102-0000 |PRIME COAT 25] GAL 413 41301-0000 JASPHALT PAVEMENT MILLING, VARIABLE DEPTH 150 SY REVISIONS SEM MOJENA USVI IMPROVEMENTS TO RTE 405 (SCOTT FREE ROAD) Sheet DATE | BY DESCRIPTION DRAWN == == PARSONS BRINCKERHOFF DEPARTMENT OF PUBLIC WORKS AND A PORTION OF RTE 552 Reference M. HINNANT = QUADE & DOUGLAS, INC. CHECKED = 7300 Corporate Center Drive, Suite 600 ROAD _ NO. COUNTY FINANCIAL PROJECT ID B-001 J. WYATT = 00 Miami, Florida 33126 Ph. (305) 261-4785 RT 3352 DATE Op 13/07 JOHN WATT, PE. YZ Certificate of Authorization No. OO0OI462 RT 405 ST THOMAS VI-A405 (1) SUMMARY OF QUANTITIES Sheet 10 USER: olkuch 8/13/2007 4:51:06 PM I:\profects\scott free\Roadway -092.dgn RTE 332 - RIGHT RTE 332 - LEFT , RTE 332 - LEFT VAR. TRAVEL LANE STA 100400 TO STA 104465 STA TI1#60 TO STA 112460 ~ ib TREY FANE cra 104465 TO STA 105+90 STA 105490 TO STA /108+30 NATURAL VAR. TRAVEL LANE N STA 108+30 TO STA 109430 TT STA /1248 TO STA 1/3430 GROUND (SEE PLANS) ATE 352 — LEFT rt STA LTO PS TQ STA TET TIS RETAINING WALL ——® era )20402 TO STA )20 HO STA 111495 TO STA 112+48 2 he N (HEIGHT VARIES) arn or ieO TO era B24 STA 113430 TO STA 120+02 vs L - SEE STRUCTURAL . STA 120+40 TO STA 121420 Y +] RTE 405 ~ RIGH 4 STA 205400 TO STA 205+90 WALL PLANS — STA 121448 TO STA 121480 ; STA 12/4/13 TO STA 123425 4 STA 210480 TO STA 2114350 RTE 405 - RIGHT STA 205490 TO STA 207+60 STA 208400 TO STA 2/0+80 - RTE 405 - LEFT a AFOUL DER ere oer # 4 BARS ON STA 213400 TO STA 213440 GUTTER STA 200415 TO STA 205400 3” CENTERS STA 213475 TO STA 2/4+40 (SEE STA 207460 TO STA 208400 DETAIL) RTE 405 7 LETT STA 2/1430 TO STA 2/2455 STA 215450 TO STA 217 +00 STA 201430 TO STA 202460 STA 219425 TO STA 220+20 STA 205470 TO STA 206400 STA 220490 TO STA 221+30 STA 2/24/12 TO STA 212480 RTE 405 - LEFT STA 223485 TO STA 224+I/0 STA 214440 TO STA 215+40 STA 200+I5 TO STA 201430 STA 226425 TO STA 226450 STA 220420 TO STA 220446 STA 212480 TO STA 213464 STA 227+57 TO STA 227492 STA 228+19 TO STA 231 +80 CTA 216490 TO STA 2/9425 STA 231480 TO STA 232+40 STA 255430 TO STA 256467 STA 220446 TO STA 220+90 STA 257430 TO STA 238+05 STA 221430 TO STA 223485 STA 224410 TO STA 226425 STA 226450 TO STA 227 +60 _ STA 227492 TO STA 228+19 DETAIL A SHOULDER GUTTER WITH WALL STA 232440 TO STA 235430 STA 236467 TO STA 237+30 STA 238405 TO STA 240+27 DETAIL B ~ SHOULDER GUTTER DETAIL C_- SHOULDER GUTTER WITH TOE WALL TRAVEL LANE TRAVEL LANE TRAVEL LANE [tS -—R tar 5-0" 5-0" ‘oe GRATE TO BE USED g" STD. CURB gr STD. CURB ee or CoA EORRED TRAVEL LANE _ 8 ~ | POLYTHYLENE ALTERNA _ ; y SLOPE TO > | > IN. DRIVEWAYS TRAVEL LANE RTE 332 RIGHT RTE 332 RIGHT . 4" | ir DRIVE 4" STA 100485 TO STA 104470 STA 108+26 TO STA 108+64 N : —_ STA 105449 TO STA 105487 STA 121420 TO STA 121+48 y © AN y —*_] y STA 107426 TO STA 107 +97 STA 122490 TO STA 123470 A RY A | RY | RY STA 10849! TO STA 109490 GUARDRAIL = la x ott R STA 110422 TO STA //1+4/0 i [ _ ht GUARDRAIL STA 114405 TO STA I15+/6 % 5*DIA 5 I5*DIA > STA 116+/1 TO STA 117402 RTE 332 - LEFT J N au STA 120404. TO STA 120+40 STA 12/420 TO STA 12145) N Y ! RTE 405 - RIGHT RTE 405 - RIGHT STA 214450 TO STA 2/5442 STA 2/2455 TO STA 212475 STA 216456 TO STA 226435 CURB SECTION CURB SECTION CURB AT STA 230430 TO STA 23/+65 STA 206400 TO STA 207+32 STA 203407 TO STA 205470 RTE 405 - LEFT RTE 405 - LEFT STA 208482 TO STA 2/1496 (USE HIGH CURB WHERE FENCE ATTACHMENT 1S REQUIRED. SEE DETAIL C-303) DETAIL D - CURB WITH TRENCH DRAIN DETAIL E - MSE WITH STABILIZATION DETAIL F - CIP GRAVITY WALL WITH GUARDRAIL NOTES: I. EXCLUDE DRIVEWAYS FROM STATION LIMITS. 2. SEE PLANS FOR EXACT LIMITS OF EACH DETAIL. REVISIONS ee MOJENA USVI IMPROVEMENTS TO RTE 405 (SCOTT FREE ROAD) Sheet DATE BY DESCRIPTION Oram nant Bb CAR SONS ON CK ERATE DEPARTMENT OF PUBLIC WORKS AND A PORTION OF RTE 3852 Reference CHECKED —s 7300 Corporate Center Drive, suite 600 , ROAD NO. COUNTY FINANCIAL PROJECT 1D TYP. Mi CAL SEC TI ONS C -O003 J. WYATT 7 Miami, Florida 33126 Ph. (305) 261-4785 RT 3352 ST THOMAS VI A405 (1) DATE . PE. years Certificate of Authorization No. OOO0I462 - (SHEET 3 OF 5) heet 11 ATE 08/13/07 JOHN WYATT FE RT 405 Shee USER: olkuch 8/10/2007 3:05:32 PM /:\profects\scott free\Roadway \C-003.dgn ! VARIES __ 40' RW (TYP.) al RW LINE PROP. R/W LINE we =| _ VARIES et 10' LANE |. 10' LANE (4' TYPICAL) | ~—s«(4'-8' TYPICAL) ‘| UNPAVED| TO NATURAL SHOULDER GROUND | — ¢ CONSTRUCTION PROF ILE | GRADE POINT wa GUARDRAIL GEOTEXT ILE MAT a FOR PERMANENT S 3 oR a MSE PANEL WALL | EROSION CONTROL ASPHALT BASE \— SUBBASE 15! WHERE REQUIRED SURFACE fo 1:6 | * SUPERELEVATION CROSS SLOPES VARIES L L_] “2 NATURAL GROUND TYPICAL SECTION ESTATE ROAD STA. 300+I3.I1 TO STA, 302+37.52 NEW CONSTRUCTION SUBBASE: IO” GRADING A BASE COURSE: 6" GRADING C STRUCTURAL COURSE: 2" HMA, CLASS B, GRADING E REVISIONS USVI IMPROVEMENTS TO RTE 405 (SCOTT FREE ROAD) Sheet DATE | BY DESCRIPTION == == PARSONS BRINCKERHOFF DEPARTMENT OF PUBLIC WORKS AND A PORTION OF RTE 552 Reference = = QUADE & DOUGLAS, INC. —s 7300 Corporate Center Drive, Suite 600 ROAD_NO. COUNTY FINANCIAL PROJECT !D TY, P, a CAL SEC TI ON: ‘S C -005 7 Miami, Florida 33126 Ph. (305) 261-4785 RT 332 ST THOMAS VI-AA0S (1) years Certificate of Authorization No. OOO0I462 - T JOHN WATT» PE. RT 405 (SHEET 5 OF 5) Sheet 12 USER: olkuch 8/10/2007 3:05:46 PM /:\profects\scott free\Roadway\C-005.dgn 7 AS 7 a a ae an an an aa U « a3 B ESTATE RD. yw NU OE N 40° 8' 59" a BEGIN B ESTATE RD. POT STA. 30+00.00 STA. 300+00.00 #® ESTATE RD. = Tachi De eS STA. 215+97.35 € CONSTR. ROUTE 405 OF Ke) N PCC STA. 214+73.21 = 2 : Ni a 0 50 100 150 | PC STA. 213+91.04 & = oe POT STA. 30+00.00 0 ° e ss a as i‘ z ° 52" |" W PCC STA. 121+97.82 N 62 ws — ih 0 PC STA. 29+70.30 POT STA. 29+35.00 v “¢ ne PT STA. 213+24.32 7 POT STA. 29+50.00 a j "EAST SPUR" Y 8 oRIZO , — - - S 69° 54' 20" E S I 50 056gne POT STA. 30+00.00 B DR20067 PC_STA. 200+07.08 PCC_STA. 212+29.98 PC_STA. 29+40.00 "s | : 32-9) 8 8 (s)e A KJ [END & CONSTR. ROUTE 332 © Re x S/\8/s| m= § . PT STA. 123+35.43 PT STA. 29+56.97 B MY y ee) a rs Qa 6 Q DRUZ © RS a BS 8 ly S 16° 28' 50" E b FS 4 4 8 POT STA. 30+00.00 1 a = x i aj < = . n 5 = 2 46 Set % PRC_STA. l+84.57 a a ig K = ® 2 Qa BEGIN & CONSTR. ROUTE 405 STA. 200+00.00 & CONSTR. ROUTE 405 = STA. 117+98.90 & CONSTR. ROUTE 332 8 Q 9 op 8 w sl d}s Ss 5 Yy + 3 She Soka 8] s Ls gA i oy Name once NANT 28 x “> oleate 1, ee Beh eas Be 9 POT STA. 30+00.00 9 re Pe . = ® i NV = : RN & ° @ NN $ 2 On aN gs & aa 255 S i 'o Y |= PC STA. 233+05.84 PT_ STA. .231+56.47 POT STA. 30+00.00 S 40° 3I' 19" W POT STA. 29+50.00 B DR228 € CONSTR. ROUTE 405 ‘ pec sTA..301+98.56 OP wy o| = 5 ate ia 7 RY Wa PARCEL NO. 17) | TEMP. EASEMENT | STONE PAVERS. 7 ~~ MSE_WALL N ts END BARRIER = (SEE_DETAIL C-30I) ST = = }PROP. R/W ae ce ee 4 45. LF CONC Oe ape as 8 Oe EXIST. RAW LINE: rN UME (SEE : SHOULDER GUTTER & DECAL C=302) | STA. 208+20.00~ —_ i PARCEL NO. 9 ne RETAINING WALL No R i Ey <——PARCEL NO. 4 B DR209 iS) ° C+86.45 STA 00 B DR209 = © | iy —— SLT , i = n : STA. 209+01-64.£ CONSTR. 405 END B DR2I4 =" 1 & Ou —— SN \\\ TA. 30+00.00 B DR2I4 = I 7 eS : = STA. 213+77.79 & CONSTR. ROUTE 405 PARCEL NO. 8 x =|) = = N INS RW LINE > END GUARDRAIL | N BEGIN~GYARDRATE S SQ BEGIN MILLING, RESURFACING, G x STA. See ~ i ) OVERBUILD AND WIDENING & . RETAINING) WALL 36.99 RT <9. r | ie Roe ees BEGIN GUARDRAIL S| ep SHOULDER GUTTER. 63:43 BR RAGES DRA 2g N| Lat i STA. 213+36.00 \ “| STA. 212+75.00 (13.00 RII NCH Sey END_ GUARDRAIL CONC~DRIVEWAY PROP. R/W LINE: ell GE o3-—— am a SS zy 2 STA. 212+00.00 CONSTRUCTION, =§ X_N DIAN S== X __ les rT LIS A / % PARCEL NO. 10 (MATCH EXISTING se Fa Sou oot i: GUARDAR: La 4 Sa ee | MPC+TE: ss SEXIST. RW LINE aN) 5 32°4 Wa a oe ee + : ee = 2 SS PCC+ 20,45. er gs SCS are LE PPHASZG) Lae ; s 5 = 13.45'LT \ O (a iff lee Ni o> . y- ————— ee ST PRE AA —e =e ae wy TEMP. EASEMEN ee TOE WALL Ze ai OE-WALL | Sa? > RETAINING WALL ee }+— — . =e GL vt : § = i ~ a! Dr ZA4o SOS SL af Vie —— END SHOULDER GUTTER ~ + —\= prop. Rw-_LinE S|) I= SIS BIS 5 || = STA. 213+41.00 (13.00'LT) * cS a PRIS els #8 gles BEGIN. & DR2I4 S TEMP. EASEMENT S| al?” ale & IB STA. 29+35.00 g. < RETAINING WALL S SIR S oo fy | afi ac EXIST. GATE LW, SHOULDER GUTTER =| 8 oe \@ TO REMAIN ts y| SIS = Q\+ ~S | as ee =) BEGIN CONC. DRIVEWAY a ol< CONSTRUCTION as ae STA. 29+48.00 B DR2I4 LEGEND = MATCH EXISTING —— PARCEL NO. 6 RECONSTRUCTION 7 \ (AA, WIDENING \ T3]T4 PAVED WATERWAY T3 - TYPE 3 (RUBBLE) T4 - TYPE 4 (SMOOTH) REVISIONS eS EMD MOJENA USVI IMPROVEMENTS TO RTE 405 (SCOTT FREE ROAD) Sheet DATE BY DESCRIPTION DRAWN PARSONS RN CK ERATE DEPARTMENT OF PUBLIC WORKS AND A PORTION OF RTE 382 Reference M. HINNANT QUADE & DOUGLAS, , CHECKED 7300 Corporate Center Drive, Sulte 600 ROAD _NO. COUNTY FINANCIAL PROJECT 1D PLAN C-IO7 J. WYATT Miamt, Florida 33126 Ph. (305) 261-4785 RT 332 ST THOMAS VI-A405 (1) Certificate of Authorization No. OOO0I462 _- PATE 08/13/07 JOHN WYATT» FE. RT 405 ROUTE 405 Sheet 16 USER: olkuch 8/10/2007 3:06:51 PM I:\profects\scott free\Roadway\C-/07.dgn LIMIT OF ROADWAY RECONSTRUCTION TRANSITION TO EXISTING PAVEMENT 17 VI-A405(1) apo oo corpse bess g ees dese cece ce ssc n sce p ese ye sous cscs scene copes spec sacs egec sues sce ss pec eres gees arent ge aneennneet| apps eeeeeeee ee 900 °& | | Wo: nt 900 Si 86% TRANS. ee ee OX) ee re TRANS. | 1 SYK Wo Se ee oe re ee eee TRANS. --ifap tee to- = ee He 880K | | if | | ¢ fe a K | 880 Lott, a TC ee oo a woe os a a a en Ro BIB _ - Qe ly- -- oy fe ee 860 860 840 840 820 820 800 800 iE 780 Ne 780 760 760 740 Ho 740 ‘OVERLAY & : WIDENING 215400 ' | 00 | | 219+00' | | 220+00 REVISIONS MOJENA USVI IMPROVEMENTS TO RTE 405 (SCOTT FREE ROAD) Sheet DATE BY " HINNANT DEPARTMENT OF PUBLIC WORKS AND A PORTION OF RTE 352 Reference : 7300 Corporate Center Drive, Suite 600 ROAD NO. COUNTY FINANCIAL PROJECT ID PROFILE C-/57 WYATT Miami, Florida 33126 Ph. (305) 261-4785 RT 3352 OB/IS/07 JOHN WYATT, P.E. Certificate of Authorization No. O000I462 RT 405 ST THOMAS VI-A405(1) ROUTE 405 Sheet 18 USER: olkuch 8/10/2007 3:07 52 PM I:\profects\scott free\Roadway\C-/5/.dgn 850 850 830 830 8/0 8/0 'BEGIN ESTATE ROAD | “HIGH POINT po ‘EOP/RTE 4050 S|) STAD 30041873 7 enn nnn nn nnn nnn nnn nnn nnn nnn nnn nnn nnn nnn enn nnn nn 790 STAL 300+/3.18 \ ‘EL. ‘766.83 790 ‘EL. [766.68 | \ : : : PROPOSED PROFILE |) | ff ee pe © EOP ESTATE ROAD | 770 : BEGIN B ESITATE ROAD _K = 4 770 ' STA. 300+00 ' ' : | oo Els 764.86 | : nn f \ io 7 i 1 1 is 1 1 1 ia) ' a Ne a DE oN 1 \ \ 1 ee ee 1s) ae a Md ‘END: PROJECT: 790 8 ‘STA. 302+14.00 750 QI! 'B ESTATE ROAD a 9 2 8 ee 2 NEL. 73778 a MATCH EXISTING CULVERT ° a a SO OS NO. 405-8— tl UML Te et fete (24" RCP) | 730 , ; 730 EXIST. PROFILE a |.@ ESTATE ROAD | I a 710 710 690 690 DE Bs ES EE SO SO ET UE SEE SEE SETI EEE SEE EEE SEIU EET OEE CEES SESE IEEE EES EES EEET OEE EES [OEE EEE EEETERETENSE SCALES 3 a a 2d". =. 40! HORIZ. . 1" = 20" VERT. 299+00: 300+00, 30/+00 : 302 +00: 303 +00 St 304400: : REvistons SOM MOJENA USVI IMPROVEMENTS TO RTE 405 (SCOTT FREE ROAD) Sheet DATE BY DESCRIPTION DRAWN Ez PARSONS BRINCKERHOFF DEPARTMENT OF PUBLIC WORKS AND A PORTION OF RTE 352 Reference M. HINNANT — QUADE & DOUGLAS, INC. CHECKED = 7300 Corporate Center Drive, Suite 600 ROAD NO. COUNTY FINANCIAL PROJECT 1D PROFILE C-I62 J. WYATT = 00 Miami, Florida 33126 Ph. (305) 261-4785 RT 3352 DATE Og 1307 sony WATT, PE. WR Certificate of Authorization No. OO0OI462 RT 405 ST THOMAS V1I-A405(1) ESTA TE ROAD Sheet 19 USER: olkuch 8/10/2007 3:08:04 PM /:\profects\scott free\Roadway \C-/62.dgn Tension Wire KA na oeeeel SS : S te ancient a ee tee recitalatetat percocet SS Metecatatetstatatet Sie coe occ +S ee io

B, or C3 the chromate conversion coating of external Type B shall have a thickness of [5pg/in® min. and the polymer film topcoat shall have a thickness of 0.0003" min.; Internal and external coatings are not restricted to the combinations of Table 2, ASTM FI043. Part ae | ‘K cenerete Base Crowned |" a Above Ground Af Ali Posts ( Typical} GENERAL NOTES D. Chain link fabric options (2" mesh with twisted and barbed selvage top and bottom for all options except as described in Note No. /0): a) AASHTO MI/8i Type | - Zinc Coated Steel, No. 9 gage (coated wire diameter), coated at the rate of 1.8 oz/sf (MI8I Class D 2.0 oz/sf modified to 1.8 oz/sf). (2) AASHTO MI8I Type I! - Aluminum Coated Steel, No. 9 gage (coated wire diameter), coated at the rate of 0.40 oz/sf. (3) AASHTO MI8I Type IV- Polyvinyl Chloride (PVC) Coated Steel, No. 9 gage (coated core wire diameter), core wire-zinc coated steel. PVC coating: MI8/ Class A (either extruded or extruded and bonded) or Class B (bonded). Unless the plans call for MI8/ standard colors medium green, dark green or black the coating color shall be soft gray matching that of No. 36622 of Federal Standard 595a. E. Tension wire options: () Steel wire No. 7 gage zinc galvanized at the rate of 1.2 oz/sf: AASHTO MI8I. (2) Aluminum alloy wire with a diameter of 0./875" or larger conforming to the requirements of ASTM B2ll, Alloy 5056 Temper H38, or, Alclad Alloy 5056 Temper HI/92. (3) Aluminum coated steel wire No. 7 gage coated at the rate of 0.40 oz/sf: AASHTO MI8I. F. Tie wire and hog ring options: a) (2) (3) Steel wire No. 9 gage zinc galvanized at the rate of |.2 oz/sf. Aluminum alloy wire with a diameter of 0./443"or larger conforming to the requirements of ASTM B2ll, Alloy 5056 Temper H38, or, Alclad Alloy 5056 Temper HI/92. Aluminum coated steel wire No. 7 gage coated at the rate of 0.40 oz/sf. 4, Unless a specific material is called for in the plans the Contractor may elect fo use either a single type of material or a combination of material types from the component options listed above. Combinations of optional materials are restricted as follows: (a) Only one fabric optional material will be permitted between corner and/or end post assemblies. (b) Only one line post optional material will be permitted between corner and/or end post assemblies. (c) Pull post assemblies shall be optional materials identical to either the line post optional material or the corner and end post assembly optional material; but, pull post assemblies shall be the same optional material between any set of corner and/or end post assemblies. 5. Concrete for bases shall be Class | concrete as specified in Section 347 of the Standard Specifications or @ packaged, dry material meeting the requirements of a concrete under ASTM C-387. Materials for Class | concrete may be proportioned by volume and/or by weight. 6. Line posts are to be set in concrete as detailed above or by the following methods: (a) In accordance with special details and/or as specifically described in the contract plans and specifications. (b) In accordance with ASTM F567 Subsections 5.4 through 5.7 and 5.9 and 5./0 as approved by the Engineer. (c) Posts mounted on concrete structure or solid rock shall be mounted in accordance with the base plate detail "Fence Mounting On Concrete Endwalls And Retaining Wall", Sheet 23 or, by embedment In accordance with ASTM F567 Subsection 5.5. End, pull and corner post assemblies shall be set in concrete as detailed above for all soil conditions other than solid rock. Posts within assemblies that are located on concrete structures or solid rock shall be set by base plate or by embedment as prescribed under (b) above for line posts. Line and assembly posts set in concrete bases shall be set an additional 3" in depth for each I’ of fence height greater than 6'. CORNER OR END POST 7. Pull posts shall be used at breaks in vertical grades of I5° or mores or at approximately 350' centers except that this maximum interval may be reduced by the Engineer on curves where the curve Is greater than 3°. 8. Corner posts are to be Installed at all horizontal breaks in fence at 15° or more and as required at vertical breaks over I5° as determined by the Engineer. 9. When fence has an installed top of fabric height less than 6' , knuckled top and bottom selvages shall be used unless the plans specifically identify locations for twisted selvage fabrics. /0. Unless sliding gates or special gates are called for in the plans, all gates shall be chain link swing gates meeting the material requirements described above as approved by the Engineer. Payment shall include the gates, single or double, all necessary hardware for installation and any additional length and/or size for posts at the opening. Gates shall be paid for under the contract unit price for Fence Gates, EA. ll. For construction purposes corner post assemblies shall consist of one corner post, two braces, two truss rods, and all necessary fittings and hardware as detailed above. End post assemblies shall consist of one end post, one brace, one truss rod and all necessary fittings and hardware as detailed above. 12. All posts, tension wires, chain link fabric, tie wires, Class | concrete, and all miscellaneous fittings and hardware to be Included In the cost for Fencing, LF. REVISIONS ee. WYATT USVI IMPROVEMENTS TO RTE 405 (SCOTT FREE ROAD) Sheet DATE | BY DRAWN == == PARSONS BRINCKERHOFF DEPARTMENT OF PUBLIC WORKS AND A PORTION OF RTE 352 Reference M. HINNANT QUADE & DOUGLAS, INC. ROAD NO COUNTY FINANCIAL PROJECT 1D CHECKED 7300 Corporate Center Drive, Suite 600 - - ROSAS won tors Sie” toss azes RT 332 | o> tueuae | wt-aaos ca) FENCE DETAIL C305 DATE E. Certificate of Authorization No. OOO0I462 - 08/24/06 JOSE ROSAS, FE RT 405 Sheet 20 USER: olkucB/IO/2007 3:08:34 PM /:\projects\scott free\Roadway\C-303.dgn “, LINE “Y, oy ~ # ! ~ | Sn, we QE Ny , \ ¢ S< I : 85, & \ ) NN 1 / Q ey \ Ne N\ % I / z \ Sy \ \ xt \ PARCEL NO@!2-10, / PARCELNO.I074 \\ Pv ae Ls CULVERT. | 5 \ oe ' f RON ’ ar B6 ' “CULVERT 405-I° \ z ; Pr p 5 f tacanent PARCELNO, 25 \ . Wn Ge A a 900 AC a € CONSTR. ROUTE /405 4 S 7 R.O.W. PARCEL NO, 107-49. \ \ Wo \ SF mance B5 \ / 80 \ —~ IS SSO = I / Q \ a LON aD4va aavarIOsNoo QJ VY AS Sa c£O 1S ry. i. 179 AC Xe B / 4 >. I / ays rile (ie Becks nei \ 38.07 AC 0 50 100 150 ) Wp te } oe Lae ——<—, l \ V 1.235 AC40 S \ se, / ; 750 1 ) Vou BEGIN & CONSTR. ROUTE 405 n / I \ 6 /STA. 200+00.00 © CONSTR. ROUTE 405 = / / i mcnyei QQ gf \ eancsiNo.2 STA‘ I7+98.90 & CONSTR. ROUTE 332 — . / PAR PARCELNO. 16 \ \ 2 WS “ \ \ and “a ‘PARCELNO. 32 J, u 700 ra ' of a ro ia ss = / . 7 I \ PARCELNO. 34 oe 4 Q KZ +a ie SS Ss5 7 / 1 A inca. nos ME ewe 7 \ ¢] mons / g eo AC me ye (= - os Semen ga Be ULVERT, 332-5 659 _ PARCELNO.4 Vif S % “ 3 y N JE a. Pg ENGY PARCEL NO, 1B-34 = \ GaaCULVERT \352—4— RIPRAP £ \ ULVERT. 332-3 CHANNEL pedals ! f Sg END € CONSTR. ROUTE 332 : et S/S? \ PT STA. 123+35.43 6 2 . 1 PARCEL NO. 37 y PARCEL NO. 42 \ ep) \ sy ‘ \ gf ii € \ hie XN a g IN - ¥ PARCELNO. 41 S \ Lea : % Ss D. ps pS - PARCEL NO. 38 o. ie) Yj poccl7 = » yA / L i OE sx / 1 ) 250 / / 7 / PARCEL WO: 87) 7 1 Nay S , _ t PARCEL NO. 40° % sy 7 i 7 I x | *ARCELNO. 10752 v7 . J Z l ES / i 7, ee Ae en Sag brig % / ¥ etd NOTES LEGEND BEGIN & CONSTR. ROUTE 5324 ; —Z ences STA. 00+00.00 > CF 1.- REMOVE AND REPLACE alle RAINA BASIN Soar 4 Bi y ; EXISTING CULVERTS. (SEE Py hee / 182 AC, — € CONSTR. ROUTE 332 DRAINAGE PLANS\ FOR SIZES ees i nits “hid AND LOCATIONS) ~/-> FLOW DIRECTION ] LQ / et ranceno.ini ~~} Batcanof Hae —— PROP. RCP ~ « oO PROP. INLET (CB) d ~S= BS —_culvERT “332-2 Ll EXISTING INLET. = mm \ ULVERT. 332-1 Ue ia Sg EXISTING INLET mARcLNO| so REVISIONS DESIGNED MOJENA USVI IMPROVEMENTS TO RTE 405 (SCOTT FREE ROAD) Sheet DATE | BY DESCRIPTION DRAWN BS 35 PARSONS BRINCKERHOFF DEPARTMENT OF PUBLIC WORKS AND A PORTION OF RTE 552 Reference M. HINNANT QUADE & DOUGLAS, INC. CHECKED 7300 Corporate Center Drive, Suite 600 ROAD _NO. COUNTY FINANCIAL PROJECT ID DRAINAGE KEY MAP D-OOI J. WYATT Miami, Florida 53126 Ph. (305) 261-4785 RT 3352 (SHEET / OF ?) OATE Op 15/07 Jorn WATT, PLE. years Certificate of Authorization No. O000I462 RT 405 ST THOMAS VI-A405 (1) Sheet 21 USER: olkuch 8/10/2007 I3I7:33 AM /:\profects\scott free\Drainage\D-OO0!.dgn 1 =a E.: te - iS 7 Ry SS N Kd me en “7 »s ae pa eae o- s \ \ oa es “f ‘ \ A YS ‘ 1 PARCEL NO.6-2 \ Ne ay \ \200 | \ / END & CONSTR. ROUTE 405 L i \ STA. 242+42.00 \ \ \ G50 <. 180. 150 \ : \ ———— \ \ WK BIS we ; \ YY «6.367 AC ed = : \ 115 ty RR \ ‘ 5 \ \ iy) 4 : Ns’ ee \ - PARCELNO.64 \ sie > CULVERT \ : \ NE 405-7 3 eed Ta 1 \ Al) = | \ late hn I 1 Ne PARCELNO. 5:18 ’ | \ i Y ; ’ ) ! \ LF 51058 / \ te! Th | 7 ae ra r I 7] , ro) Fi / rt Bia /™ a \ i f Ng 4.51 AC % ¢ \ i 1220 / \ m \ ‘Ss Ceniela2 fey) \ K “ ® A N y ! / N N / / \ » se t ovat) 7 \ \ PARCELNO. 642-1 \ ! / x | ore ! BIO = f N | \ f 7.26 AC / x i . B9 ~ , _ | 1S [Ziel | AC 1 300 7 Y“ \ ' | TEE 1 PO a! , PARGELNO.6A2RENAINDER | N | 2 \ | gig 4. CULVERT \ ! : hie a od wh “405-4 i) | \ ewe an, ; mieten hi b \ 9 a Bil METERS = CULVERT \ ag <5 pee Es Nal) ctor as \ PRE LAM 9 Oe a Mle SS =e ASS NOTES LEGEND , Zs i ‘ es %, 30) a6 I l.= REMOVE AND REPLACE Re Moe tan, 1 NY "4 v2 5.00 AC I 2 I EXISTING CULVERTS. (SEE ieee \ go ke in 1 aa, I DRAINAGE PLANS FOR SIZES 1\ : Dn a 43 1 | AND LOCATIONS) ~/~> FLOW DIRECTION pee € CONSTR. ROUTE ~405~4 = ! fad." Kanon 7 CULVERT ! l eN jen a0 / 405-5 ee I ome OT Oe | os, ty 7 EXISTING ICULVERT ! Ried ch, 94 = i CO PROP. INLET (CB) i ss CULVERT 7.79 ‘AC : QO EXISTING INLET py 405-8 | Fis macnn NL \ f—} = i s ey ROCK RIPRAP | N ea # | PARCEL NO. 64-28 XN ah i N oe, B ESTATE RO. \ ¢ ‘ I \ to \ XN \ \ \ \ \ \ \ \ \ \ SD 6 6 a — Revision’ ee MOJENA aor USVI IMPROVEMENTS TO RTE 405 (SCOTT FREE ROAD) Sheet DATE | BY DESCRIPTION ORAM NANT FONG DRINCKERHOFE DEPARTMENT OF PUBLIC WORKS AND A PORTION OF RTE 582 Reference . HI , . CHECKED 7300 Corporate Center Drive, Sulte 600 ROAD NO. COUNTY FINANCIAL PROJECT 1D DRAINAGE KEY MAP D-002 WYATT Miami, Florida 33126 Ph. (305) 261-4785 RT 332 ST THOMAS VI-A405 (1) (SHEET 2 OF 2) years = Cer tificat. f Authorization No. OOOOI462 - DATE 08/13/07 sony WATT, PLE. ertificate of Authorization No R T 405 Sheet 22 USER: olkuch 8/10/2007 317239 AM I:\profects\scott free\Drainage\D-002.dgn Drainage Quantities 25101 25110 60201 60102 60403 60103 PAY ITEM NUMBER -3000 | -6000 | -3000 | -6000 | -0600 | -0800 | -0900 | -1000 | -0001 -1900 -1901 -0100 -0140 -0160 0640 -0660 -1260 EST Placed Riprap, Grouted Riprap, Conc. Conc. Conc. Conc. Conc. Conc. Conc. go feo MAX | STR EXC] energy dissapator | energy dissapator RCP Pipe Culvert Drain ANS, [Nee oe thOD) Headwall | Headwall | Headwall | Headwall | Headwall Headwall INLET COVER | (CUYD) (CUYD) (CUYD) (LNFT) Structure for 18" for 24" for 30" |for Double for Double for Triple (ft) - sim eilll ns ale : (CUYD) (Each) (Each) Pipe Pipe Pipe 30" Pipe | 36" Pipe | 36" Pipe OE SP me 1s" | _24" | 30" _|_ 36" (Each) | (Each) | (Each) | (Each) | (Each) | (Each) ROUTE 405. TNT TO” SO”SCO”CONC’””COP SCN XY VIY YY Y YY YIY YY Ky XY XY YX yrYYYY YN 405-2 S-39 13 8 6 27 1 1 S-40 S-41 100 1 S-41 S-42 100 1 405-3 14.3 9.0 84 1 1 S-43 S-44 37 2 S-44 405-4 28 1 405-4 10.1 Ss 38 1 S-46 S-47 96 2 S-47 S-48 56 1 S-48 S-49 54 1 S-49 S-50 75 1 S-49 405-5 5.9 6.3 30 1 S-50 S-51 75 1 S-51 S-52 77 1 405-6 S-53 12.6 5.8 28 1 1 S-53 S-54 39 1 S-54 | S-55 155 1 S-55 S-56 115 1. S-57 S-58 78 1 S-58 405-7 5.6 5:1 36 1 1 S-58 S-60 105 1 S-60 S-61 105 x | S-61 _S-62 109 1 LAD QA DAD AAD AAD AAA DADA DAE AAAS DAA BAA OAR AAaAa Qe Aaa ESTATE RD S-39A 405-8 8 6 30 1 1 RDA ANA AKIRA A RIAA IAAI 4 A OI I IOI IPRS I SSI "PjMmRENMN PARCEL 31 GUT 32.7 11.1 Subtetat{P25 aE aye 55-4 ot Sa 4436 237 +44 ‘sy 2 22 + 2 3 + + 2 7 -Srbtetal-tP 5 6-8 40-9 6-8 28-7 4248 804 540 266 2 ae 8 8 2 + 6 3 6 FOFALS 33.9 97-9 12.9 6§.9— 541044 624 —|_ 266 4 5S 2 2 5 2 4 3 3] REVISIONS ee MOJENA USVI IMPROVEMENTS TO RTE 405 (SCOTT FREE ROAD) Sheet DATE | By DESCRIPTION DRAWN = PARSONS BRINCKERHOFF DEPARTMENT OF PUBLIC WORKS AND A PORTION OF RTE 552 Reference —- AUNNANT CODE Oe DOUGLAS, | ING. ROAD NO. COUNTY FINANCIAL PROJECT ID SUMMARY OF DRAINAGE D-ol2 J. WYATT Miami, Florida 33126 Ph. (305) 261-4785 RT 3352 DATE Og 13/07 JOnM WYATT, PLE. Certifeate of Authortzation No. ooo62 | 7. Fae ST THOMAS VI-A405 (1) QUANTITIES Sheet 23 USER: olkuch 8/10/2007 1:17:47 AM /:\profects\scott free\Drainage\D-Ol2.dgn ) STA. _215+90.00 (/2.00_ Lt.) STA. _2/7+00.00 (/2.00_ Lt.) STA. _218+00.00 (/2.00 Lt.) STA. _219+00.00 (/2.00_Lt.) STA. _30/+30.00 (19.00 Lt.) CONST. GUTTER INLET TYPE 6B(4) CONST. GUTTER INLET TYPE 6B(4) CONST. GUTTER INLET TYPE 6B(4) CONST. GUTTER INLET TYPE 6B(4) CONST. GUTTER INLET TYPE 6B GRATE EL. 762.9] GRATE EL. 784.54 GRATE EL. 809.99 GRATE EL. 841.06 GRATE EL. 744.06 FL 759.20 (Ri) FL 780.05 (Bk) FL 805.50 (Bk) FL 836.50 (Bk) FL 739.00 (Rt) FL 759.20 (Ah) FL 780.05 (An) FL 805.50 (Ah) m. PARCELNO.7 © y CONSOLIDATED PARCEL NO. 6A-14 S O10 40 ~ = Q te ci STA. 215+88.00 © CONSTR. ROUTE 405 \ PARCEL NO. 6A- 27' OF 1-I8" RCP CULVERT NO. 405-2 ¥ 15° LEFT FORWARD SKEW CLASS 3 RIP RAP me es € CONSTR. ROUTE. 405 | RTE. 405 —=_f —————— 100' OF 18" PIPE A _ EA eee ae aan PARCEL NO. 6A-6 EXIST. RW LINE 2B ESTAY 7 6 CONSTRUCT 30' OF 1-24" RCP ; (@) CULVERT NO. 405-8 D 5° RIGHT FORWARD SKEW ARCEL NO. 6A-18 CONC. HEADWALL AND 8'xI0“ ROCK. RIPRAP. B ESTATE RD. 5 LEGEND j ~/~> DRAINAGE GUT ae a Za a Be = a Je ai Cay REVISIONS DESC? MOJENA USVI IMPROVEMENTS TO RTE 405 (SCOTT FREE ROAD) Sheet DATE BY DESCRIPTION DRAWN —— PARSONS BRINCKERHOFF DEPARTMENT OF PUBLIC WORKS AND A PORTION OF RTE 382 Reference M. HINNANT => QUADE & DOUGLAS, INC. CHECKED 7300 Corporate Center Drive, Suite 600 ROAD _NO. COUNTY FINANCIAL PROJECT !D DRAINA GE PLAN D-/IO8 J. WYATT 00 Miami, Florida 33126 Ph. (305) 26!1-4785 RT 3352 ST THOMAS years = Cer tificat. f Authorization No. OOO0I462 - ATE OB 13/07 JOHN WYATT, PE. Perens OF ANON NO RT 405 VI-A405 (1) ROUTE 405 Sheet 24 USER: olkuch 8/10/2007 11:18:24 AM /:\profects\scott free\Drainage\D-/08.dgn ¢ ESTATE |RGAD (10 = Or (60 20.0' it 10|0" S (S-39A ) (50 748.43 il p< 744.06 1 J_SG eS 744.26 — WALL W-20/ (40 0 es ee ee ~~ 30 LF 24" RCP ON (3.387 |s;qpe ~ ~~ es ee ee \_739.00 738.00 Ww (30 N (25 CULVERT No.| 405-8 €| STA.) 30/430.00, 5° RT| FWO SKEW 30 LF \24" RCP e W = — SCALE e O'| HORIZ. = — O'} VER 4 410 mel T YY AQ TY ID JO 40 REVISIONS DESIGNED IMPROVEMENTS TO RTE 405 (SCOTT FREE ROAD) DATE BY DESCRIPTION OJENA OSVI Sheet DRA\ -— == PARSONS BRINCKERHOFF DEPARTMENT OF PUBLIC WORKS AND A PORTION OF RTE 352 Reference “u. HINNANT = QUADE & DOUGLAS, INC. ROAD NO. COUNTY FINANCIAL PROJECT ID CHECKED == + 7300 Corporate Center Drive, Suite 600 DRAINAGE CULVERT D-2!3 YATT YEARS: Miami, Florida 33126 Ph. (305) 261-4785 RT 332 DATE OB/I3/07 JOHN WYATT, P.E. Certificate of Authorization No. O000I462 RT 405 ST THOMAS V1-A405 (1) CROSS SECTIONS Sheet 25 PE No. 638TE USER: olkuch 8/10/2007 1:19:02 AM /:\projects\scott free\Drainage\D-2/3.dgn 2'- 14" 2'- 1 2 | 2 5-4" 4'-3" C 8" Sloping Level 8" 8 6" in 6", 6" 6", 6" A 9° 7 Grate Elevation 0 P 3" x 3 Refers To This|-oy 2 Cleor_ ~—- p= Point ' —_ ot + 53") , a) i == | je | “ Aa / RECOMMENDED MAXIMUM PIPE SIZES . = 4 Lu TT INLET INSIDE WIDTH PIPE SIZE | aT av ld | we H Eye Bolt-—“1 Spo AS | *4 Bors @ 2-1" or 3-3" 24" See Index 20/ + " | ee Index u 2 \ t- 12" Ctrs 4'-0" or 3'=10" 30" e Oo Il Note: Recommended sizes are for concrete pipe. B B | I Yq 5 Sizes for other types of pipe must be 8" 2-1" 8" = 8" 4'-0" 6" verified for fit in accordance with Index z > a No. 20!. For larger pipe see bottom > i r x ° r 4 detail below and Index No. 200. fey 6" 2" 2 6" = 2 a =| = § = HIS 5 = S h o © - ~N | "Ch 3" Cl, E BS = | oF ‘\ | Horiz. Wall Reinf. & Xo Horiz. Wall Reinf. = Ss 6 , 1~Extra #4 Bor| ty {See Table 1) e toy pn | - | a (See Table |) 4 2 iS 3 5 15" Cl. Le Each Side And | q 4'-0" Or 2'-Il s 2'-/I" Or 4'-O © : = 5 , \ Above Pipe . hn = ray BS 25 | 3" Cl. | \ Opening / | S U4 Bars @ 12" Cirs. 0 FR rf N = & A #4 Bars @ /2 ors. N J && l Ne” l | = | — YX | = | +p = 1 —— _ | a PLAN 7 TF =| fe : S # " 0 # 0 0 2 INLET WITHOUT GRATE SHOWN 4 Bars @ 12" Ctrs.(8" Slab) 4 Bars @ 12" Ctrs, (8" Slab) 6'-0" (Std.) G 3'-6" (Std) " i i Unless Otherwise a Or 4-0" (Pipe Opening Not Shown } (Pipe Opening Shown } Shown In Plans s Unless Otherwise SECTION BB SECTION AA 4'-3" Out To Out Shown On Plans HORIZONTAL WALL REINFORCING y-5" rs" yg" SCHEDULE (TABLE |) Te cross Bor sy > WALL AREA MAX. SPACING DEPTH SCHEDULE Cin2/ft) | BARS WWF 9/8 1 - NOTE: Alt. B Structure Bottom Only. SIS = = > ste] Lieu] S o’- 5 Al2 0.20 12" 8" L5x3x% — AF Sl OS ee tas as te ® gis 2} 2|8 INLET WITH STRUCTURE BOTTOM : So 7] TI5 9-12 Ad 0.20 4" 3" Weld Main Bars To Z o ey iS) (See Detail Below) g'- 15' B5.5 0.24 53" 5" 7 7 2 Theoretical Gutter Line a Inlet 1 Main Bars 5"x 4 (Notched For Cross Bars ) Lot pei Di om An2 Cross Bars 13"x 4"¢ 2" Continuous Weld At Main Bar Notches ) 2 \ ale Main Bars And Cross Bars Flush On Top. Lip OF Gutter 3" if" t- a" GENERAL NOTES | 4'-3" | me y, | | F=4 | € Inlet /, This inlet is intended for use in shoulder gutter on facilities iN — ——_“ - subject to heavy wheel loads. The parallel! bar grate shall be 4 used on limited access facilities. On other facilities the reticuline grate shall be used. Locate inlet outside of designated pedestrian DETAIL Kho For Grate Details travel way. © SECTION DD ~ See Index No. 231 2. All reinforcing Grade 60 bars with 2" min. cover unless otherwise F E noted. Bars to be cut or bent for ig" minimum clearance around pipe. 5'Gutter Transition | 5!-4" 5' Gutter Transition _ T , T T T T 1 T A 3. poe atpoced outside edges and corners shall be chamfered or tooled To Be Paid For As Shoulder Gutter | To Be Paid For As Inlet To Be Paid For As Shoulder Gutter Bar Stubs F< ‘0 3" radius. TOP VIEWS C 0 D * Back Of inlet 5" Ctrs. All Stubs in yo Back OF Gutter por rrr ‘ ') I. ° ay | os pe SECTION EE a t € Inlet i N = ——— - - —————— ‘© ima, Bor Stub YW | | R 4 Thick bor 4 | | Ne _ Theoretical (See Detail) z fo) / C Gutter Line 2 I$" Offset I fa zi} were DETAIL OF BAR STUB SECTION FF rl J STEEL GRATE yi Lie Of Gutter shoulder WA D C A / 7 Pavement / > A SHOULDER GUTTER TRANSITION REVISIONS aa!, MOJENA O.SVI IMPROVEMENTS TO RTE 405 (SCOTT FREE ROAD) Sheet DATE BY DESCRIPTION DRAWN == SS PARSONS ON CK ERATE DEPARTMENT OF PUBLIC WORKS AND A PORTION OF RTE 3352 Reference M. HINNANT == B= QUADE & DOUGLAS, INC. CHECKED 7300 Corporate Center Drive, Suite 600 ROAD NO. COUNTY FINANCIAL PROJECT !D DRAINA GE D-302 Je WYATT = —ae Miami, Florida 33126 Ph. (305) 261-4785 RT 3352 DATE Op 13/07 JOM WYATT, Po. WS Certificate of Authorization No. OOOOM462 RT 405 ST THOMAS VI-A405 (1) INLET DETAILS Sheer 26 USER? olkuch 8/10/2007 /1s19806 AM /s\profects\scott free\Drainage\D-302.dgn 6" (MIN) faze MIN. L 7 HEADWALL FOR CIRCULAR PIPE DIAMETER OF PIPE CULVERT SEE GEOTEXTILE PLACEMENT " " " " AT CONCRETE STRUCTURE DETAIL 18 7 a4 7 50 7 36 7 wenn. B '-6 '-8 '-9 2-0 pos . q C 3'-6" 4'-2" 4'-9" 5'-0" , : D /'-6" 2'-0Q" 2'-6" 3'-0" ! Q H 3'-9" 4'-3" 4'-9" 51-3" L L 6'-o" 8'-o" /10'-O" 12'-0" wo a Yr Aggregate base % FRONT ELEVATION oe SIDE ELEVATION x NOTES: D 3 x S /. All headwalls are oriented parallel to the roadway centerline 0 IS 30 unless otherwise Indicated in the plans or by the CO. 18" 2'-10" 2'-I/" 31-3" ; D D 7 i a TT 2. When pipes are on a skew, adapt and lengthen headwalls as 24 3'-5 3'-6 3'-l/ directed. 30" 4'-3" 4'-5" 4-1" 3. Chamfer all exposed corners not rounded to %". 56 a! 5-3 5 _=/0 4. Quantities shown are for one headwall with pipe at right angles. 5. Construct headwalls using dimensions shown under values for IV3.5H slopes unless otherwise designated by the CO. DETAILS FOR MULTIPLE PIPES ; . 6. Geotextile fabric for permanent erosion control required for all slopes steeper the 2.5:/.. Maximum grade is 1.5.1 Rock Riprap ——_ 6" Fold Minimum prap No Adhesive Above Here Sand Cement Or ——__| Rubble Riprap Geotextile 1'x2" Pressure Treated Nailed To Surface Geotextile 12" Bit. Coating On Face Of Concrete BONDED OPTION NAILED OPTION GEOTEXTILE PLACEMENT AT CONC. STRUCTURE REVISIONS DESIGNED MOJENA USVI IMPROVEMENTS TO RTE 405 (SCOTT FREE ROAD) DATE BY DESCRIPTION DRAWN —— PARSONS BRINCKERHOFF DEPARTMENT OF PUBLIC WORKS AND A PORTION OF RTE 352 M. HINNANT QUADE & DOUGLAS, INC. CHECKED WYATT 7300 Corporate Center Drive, Suite 600 ROAD_NO. COUNTY FINANCIAL PROJECT ID DRAINA GE . Miami, Florida 33126 Ph. (305) 261-4785 T DATE Og 13/07 JOHN WYATT, P.E. Certificate of Authorization No. O000I462 aT 2oe ST THOMAS VI-A405 (1) CUL VERT HEAD WALL DETAILS PE No. 638TE Sheet Reference D-303 Sheet 27 USER: olkuch 8/10/2007 11319310 AM /:\profects\scott free\Drainage\D-303.dgn ——~ STORM DRAIN (SEE PLANS) NOTES: |. SEE PLANS FOR INFALL STRUCTURE DIMENSIONS Hl= FRONT WALL HEIGHT H2= BACK WALL HEIGHT L= LENGTH W= WIDTH ] CULVERT (SEE PLANS) PLAN L W g" g" ° 1 _| |_| ~ N x= x= @ q = a @ 2 = 7] z= g tt ~“- FRONT ELEVATION SIDE ELEVATION REVISIONS DESIGNED MOJENA USVI IMPROVEMENTS TO RTE 405 (SCOTT FREE ROAD) Sheet DATE BY DESCRIPTION DRAWN == PARSONS BRINCKERHOFF DEPARTMENT OF PUBLIC WORKS AND A PORTION OF RTE 352 Reference M. HINNANT QUADE & DOUGLAS, INC. CHECKED WYATT 7300 Corporate Center Drive, Sutte 600 ROAD_NO. COUNTY FINANCIAL PROJECT 1D DRAINA GE D- 30 4 . Miamt, Florida 33126 Ph. (305) 261-4785 DATE og 13 or sony WATT, Pe. years Certificate of Authorization No. OOO0I462 pe 2oe ST THOMAS VI-A405(1) INFALL STRUCTURE DETAILS Sheet 28 lo. USER: olkuch 8/10/2007 Wel9313° AM /:\profects\scott free\Drainage\D-304.dgn 1. TEMPORARY TRAFFIC CONTROL AND FLAGGING SHALL CONFORM TO CHAPTERS 5 & 6 OF THE MUTCD. 2. USE FLAGGING FOR SAFE TRAFFIC CONTROL OPERATION. 3. FLAGGING OPERATION TO BE PAID AS AN INCIDENTAL COST TO THE TRAFFIC CONTROL DURING CONSTRUCTION. 4. SPEED THROUGH CONSTRUCTION ZONE SHALL BE 10 MPH. 5. DAILY INSPECTIONS SHALL BE CONDUCTED TO ASSURE THAT NO ADVERSE CONDITIONS EXIST ALONG TEMPORARY TRAVEL WAYS. ANY DEFICIENCIES SHALL BE REPAIRED IMMEDIATELY. 6. ALONG ALL TRAVEL WAYS MAINTAIN EXISTING, PLACE TEMPORARY OR INSTALL PERMANENT GUARDRAIL FOR PROTECTION AT STEEP SLOPES. 7. ACCESS TO ALL RESIDENCES TO BE MAINTAINED FOR AS LONG AS POSSIBLE DURING CONSTRUCTION. PROVIDE SCHEDULED CLOSURES TO DPW FOR APPROVAL AT LEAST 14 DAYS PRIOR TO IMPLEMENTATION. 8. SINGAGE SHOULD INDICATE "LOCAL TRAFFIC ONLY" AT THE ENTRANCE TO RT 332 AND RT 405 FOR THE DURATION OF THE ROAD CLOSURE. CONSTRUCTION / PHASING NOTES: RT 405 1. CLEARING AND GRUBBING 2. CLOSE RT 405, LOCAL TRAFFIC ONLY 3. CONSTRUCT MSE WALL AND DRAINAGE 4. INSTALL GUARDRAIL 5. RESTORE PAVEMENT TO MATCH EXISTING 6. OPEN ROADWAY TO THROUGH TRAFFIC ESTATE ROAD 1. DEMOLISH EXISTING BRIDGE 2. CLEARING AND GRUBBING 3. KEEP TRAFFIC FLOWING ON TEMPORARY ROAD 4. CONSTRUCT MSE WALL, EMBANKMENT, AND DRAINAGE ON PERMANENT ROAD 5. INSTALL GUARDRAIL 6. SUBPHASE TO MOVE TRAFFIC TO COMPLETED SECTION OF PERMANENT ROAD 7. COMPLETE PERMANENT ROAD, CONSTRUCT DRAINAGE DITCH 8. CONSTRUCT FENCE AND RESTORE RESTORE VEGITATION & SOD 9. SIGNING AND PAVEMENT MARKINGS 9. SUBMIT DETOUR AND ROAD CLOSURE PLAN FOR EACH PHASE TO DPW FOR APPROVAL AT LEAST 14 DAYS PRIOR TO IMPLEMENTATION. 10. COVER OR REMOVE CONFLICTING SIGNS DURING CONSTRUCTION PHASING. 11. MAINTAIN EXISTING DRAINAGE FACILITIES OPERATIONAL DURING EACH PHASE AND PROVIDE EROSION PROTECTION AS PER FLH STANDARD DRAWINGS FOR EROSION CONSTROL (SECTION 157). 12. SUBPHASE TRAFFIC SHIFTS DURING PHASES AND BETWEEN PHASES AS NECESSARY TO MAINTAIN TRAFFIC. 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING STAGING AREAS FOR THE PROJECT WORK. 14. UTILITY AND MULTI-USE POLE RELOCATIONS WILL BE PERFORMED BY WAPA. 15. KEEP ONE LANE OF TRAFFIC OPEN (FOR LOCAL ACCESS). CONTRACTOR SHALL MAINTAIN TRAFFIC CONTROL DEVICES FOR DURATION OF CONSTRUCTION. 29 VI-A405(1) LIMITS OF WORK INCLUDED IN THIS PHASE / CONTRACT 30 VI-A405(1) (¢) /0 40 Feet YQ a) a 24"x30" 0 efi STA. 2l7+50 € CONSTR. ROUTE 405 216 ale 218 b RTE 405 B DR2I9 aIQ S Q 24" WHITE Ne S oe 4" DBL YELLOW 48 S Cua a 4" WHITE \”O a NV N\ Ww SO TO BE 24"x24" S REMOVED STA. 217+50 BZ 24"x24" S & eZ Ke DBL YEHKOW W B pReel 60 STA. 300+27 & Ke 24"x30" KOO’ STA. 220+00 © \S 4" WHI 4" WHITE © xX aa Ww ) a © DESIGNED REVISIONS OJENA OSVI IMPROVEMENTS TO RTE 405 (SCOTT FREE ROAD) Sheet DATE BY DESCRIPTION DRAW. == PARSONS BRINCKERHOFF AND A PORTION OF RTE 352 Reference "u. HINNANT —.— FF = QUADE & DOUGLAS, INC. DEPARTMENT OF PUBLIC WORKS CHECKED ROAD NO. COUNTY FINANCIAL PROJECT ID YATT Miami, Florida 33126 Ph. (305) 261-4785 7300 Corporate Center Drive, Suite 600 SIGNING AND PAVEMENT MARKINGS PLANS | G-/Q8 ——— 199 YEARS: Certificate of Authorization No. O000I462 RT 332 DATE O8B/IS/OT JOHN WYATT, P.E. PE No. 638TE RT 405 ST THOMAS VI-A405 (1) ROUTE 405 Sheet 31 USER: olkuch 8/10/2007 234323 AM /:\profects\scott free\Roadway\G-/08.dgn BEGIN WALL W-/06 STA. 207+50.00 END WALL W-IO9 STA. 294+38.00 (5.9' LT) BEGIN WALL W-I09 ! WALL W-IO6 STA. 208+90.00 ifieges ae Ew wate w-i06 “3 LT STA. 207+76.00 (24.7' LT) NE S| BEGIN WALL W-I07 a, ee Schl Zl~ STA, 207+488.00 010 40 CH LU | 8S ET? : a ——— i MAT OOS WALL W-107 . Feet ‘ =< , ——— ia END WALL W-I07 BEGIN WALL W=IOB. 4.» “STA. 208+13.00 WALL W-I09 , STA, 209%70.00 Fa a} 3.5" LT) a toe as —_ ~— — — END WALL W-I05 = - \ STA. 207+50.00 30 \ . (13.5' RT) ee a N — ae 2 i en WALL W-IIOB == [~~ _h Tun 5 BEGIN WALL W-I08 = ar woe T-_ = Fe &, _ STA. 207+95.00 a 3 -. / i es (13.5' RT) e 9 . i yy < © —™ " LY 9g SD D| L . wy | & S| i : S END WALL W-IIOB Q —~_F = = G STA. 2il+96.00 a x We ee — & (24.4' LT) & | e ne | s& cy) [END WALL W-I S i : — . 4 a + b, pa BEGIN. WALL W-Il2 ~ \/ ; & . STA. 212+55.00 1 Po” END WALL W-ll2 © reel J — STA..212+74.50 a BEGIN WALL W-II4 214 << RT) a v4) 8) eee p. 4 STA. 2/4+66.00 O =e Sg (15.1' RT) c= e. 44 La BEGIN WALL W-ill ooo. a pe Je A. 2/2+15.00 2 a < ve ma - = ‘Sot ut orn eg ma 2 WALL W-Il4 —\Q\ De O 2 x if \ SR a. 4 —— Meg WALL W-lIl > va Ly a .. Ve Ly os oO a ‘2 eg ee < ba Y “J WALL WHIZ 2 END WALL W-IIl + a STA. 213+00.00 ww 0 +40. OF 13.5' LT) re O REVISIONS ES EMD WYATT USVI IMPROVEMENTS TO RTE 405 (SCOTT FREE ROAD) Sheet DATE | By DRAWN == == PARSONS BRINCKERHOFF DEPARTMENT OF PUBLIC WORKS AND A PORTION OF RTE 352 Reference M. HINNANT = = QUADE & DOUGLAS, INC. CHECKED = 7300 Corporate Center Drive, Suite 600 ROAD NO. COUNTY FINANCIAL PROJECT ID RETAINING WALL - PLAN H-/O7 J. ROSAS = 00 Miami, Florida 33126 Ph. (305) 261-4785 RT 3352 DATE Op 04/06 JOSE ROSAS, PE. 42 Certificate of Authorization No. OOOOI462 RT 405 ST THOMAS VI-A405(1) ROUTE 405 Sheet 32 USER: olkucB/I0/200/ 23/5318 PM /:\profects\scott free\Structures\H-lO/.dgn END WALL W-II3 STA. 2/5450.00 (13.5' Lf) “4 | | PC STA. /217 $52.20 END WALL W-H4 oN P STA. 215+90.00° NN jf J (18.6' RT) 1% A. BEGIN WALL W-20/ STA. 300+10.00 (12.5' RT) a ne WALL W-2OI END WALL W-2OI/ STA. 301+38.00 ORS” Ra PT STA. 302+30.38 BEGIN WALL W-II5 STA. 216+56.00 WALL W-II5 END WALL W-II5 STA. 217+88.00 PCC_STA. 30/+98.56 (15.1 BEGIN WALL W-II6, STA. 218+40.00 § * % AV) € CONSTR. ROUTE. 405 <= i ay ss) G & WALL_W-/I6 STA. 219+72.00 (15.1' RT) 40 F eet WALL W-1//8 BEGIN WALL W-II8 STA: 220+20.00 BEGIN WALL W-II7 | END WALL W-II8 STA. 220+46.00 (52> ip) — C= REVISIONS OSVI IMPROVEMENTS TO RTE 405 (SCOTT FREE ROAD) Sheet BY S ARSON’ OUGR AA ING DEPARTMENT OF PUBLIC WORKS AND A PORTION OF RTE. 552 Reference 7300 Corporate Center Drive, Suite 600 ROAD _ NO. COUNTY FINANCIAL PROJECT ID RETAINING WALL = PLAN H-/O8 Miami, Florida 33126 Ph. (305) 261-4785 RT 3352 Certificate of Authorization No. OO0OI462 RT 405 ST THOMAS VI-A405 (1) ROUTE 405 Sheet 33 USER: olkuc /:\profects\scott free\Structures\H-/08.dgn JOSE ROSAS, P.E. PE No. 48000 770 — Pals Yeo — 770 8 NR as | RETAINING WALL W-II3 (CIP. TERRACE) a _--- 46 fa -. F 7 : ae er ~S i L zs S\; = 3EN8 7 g a3 n= — SAB F 8 S TOP OF WALL ao asl, 7] Sh Bk = Goda 7 as 760 — EXISTING GRADE ala O L— 760 Q BIS <| < ‘ ala 7 ~ 5 8 sR bcd ila z =|}. - 8 ® a ae TOP OF WALL ala _ 3 $ 5 aN aS EOP PROFILE : as ae Bee aa TT ae i _] JN KIS _— 7S ean 7 >~ }— = 8 y Ble -— ~ ~ a 750 — sls § — 1— 750 Ss ojt . | aa wi _— EL.749.54 | EL.749.02 ; “| EL.747.52 | | BOTTOM OF FOUNDATION FILL I 70) eT BOTTOM OF WALL | 749 LEGEND: _ EJ: EXPANSION JOINT | ee CJ: CONSTRUCTION JOINT |~ | SCALE: i I" = 10' HORIZ. 730 — I" = 10" VERT. — 730 2!15+00 215+50 REVISIONS ann WYATT OS.VI IMPROVEMENTS TO RTE 405 (SCOTT FREE ROAD) Sheet DATE DRAWN Z == = OO aw ae Ohne IN DEPARTMENT OF PUBLIC WORKS AND A PORTION OF RTE 3552 Reference M. HINNAN A AS, . CHECKED 7300 Corporate Center Drive, Suite 600 ROAD _NO. COUNTY Financial PROJECT 10 | RETAINING WALL - ELEVATION H-2274 J. ROSAS Miami, Florida 33126 Ph. (305) 26!-4785 RT 332 DATE 08/24/06 JOSE ROSAS, PLE. Certificate of Authorization No. O00OI462 RT 405 ST THOMAS VI-A405(1) ROUTE 405 Sheet 34 USER: olkuc /:\profects\scott free\Structures\H-224.dgn RETAINING WALL W-20/ (MSE) 780 — r— 780 8 | 8 8 - 8 as g 8 z3/s aR Sl Sle 8 770 — >is Sl <|" 8|si y 8 p° = IN wy Ris m|6 tla S 8 _| SS}a ols s Sz | 09 2 | 85la S| 5 5]® @ 8 8 Hla x]. 8 8 * % GS | Pay =|. 8/8 rans - R]S MIR 8 © ayia S|4 8/8 8 | os x si 8 ire) 8 | = ays P PROF | Spa 8 L EOP PROF ILE Sis ae 8 760 —| TOP OF WALL = zi 8 ra g © 8 |__. 769 Rs 8 x 8 % _| oly MIR F/S 8 | Bla ae BE S ° 7 C Bla a 3/8 3 i 2 Se aN +/8 L- | an R]s Sle 8 | ! a “| “le L | ala = Ss : 750 — | 2 2 4% 4% Sheet _ |. 3%6" _ | %e" A ~] | Thickness | ! | | | }—_ 1 | 1 a | | <+>- | <> | | | | ' | | ~ po) | Symmetrical _ ee = about ¢ | | | = | — | — | ' | - — | | > Splice bolt slots 12%" A! spacing, center to center 1%6" x 1%" splice bolt slot. 8 required, each end rail element RAIL ELEMENT ELEVATION %" x 2%" post bolt slot at 6'-3" SECTION A-A W BEAM RAIL MEMBERS 716" L Thread Length 452" “3 1%" se 1%" | 1%" minimum 5 ™ 2" 1%" minimum | EE 10" | 4" minimum 18" 4" minimum 25 4" minimum %" GUARDRAIL BOLT 1%" 1" dia. x %6" deep recess both sides 11 Ww A6 %" RECESS NUT GUARDRAIL BOLT AND RECESS NUT %g" x 1%" guardrail splice bolts and nuts (8 per splice and 4 per terminal section) Post spacing 6'-3" =—— Traffic —— Lap in direction of traffic ¥%" x 10” guardrail post bolt %" x 10" guardrail bolt and recess nut 28" aN - Edge of pavement or rail as applicable POST SPACING ground line at face of an STANDARD POST SECTION Edge of pavement or groundline at face of rail Aggregate base or as shown on typical section sheet 1:10 or flatter slope 2" _ SHEET STATE PROJECT NUMBER VI STT V1I-A405(1) 39 1. Use no more than 3 short guardrail posts in a row. If directed to use alternate hole arrangement, post above See Special Contract Requirements when 7'-0" or longer Install reflector tab between post bolt and rail, every fourth post. Alternate reflector tab shapes are acceptable. Dimensional tolerances not shown or implied are intended to be those consistent with the proper functioning of the part, including its appearance, and accepted manufacturing Post length stamp 1%" high and %" deep 14,6" dia. (typ.) Upper 2 holes for raising guardrail to accommodate future overlays 5% " a, , . 6" ! ! NOTE: ! RK I | 7" . : L | | | th 2. Ww) —fesstis}-¢ von t it _ ground shall be 33 inches tall. wd ‘| 1X4" qin | ry ” 3. | 716" dia. Lt | posts are specified. | 0 i 1 1 1 |g 4. 6" 5. SIDE FRONT TOP ie" WOOD BLOCK practices. . Tt an Use 20" diameter round anchor a eae or 18" square anchor. Reduced . od vo size acceptable in solid rock. oo ee 7 Lys a . bb 3 ° Db | _ Ft at TS 7x = 5"x We" K - Re VY. | ,-------- | A o| Qi | 8 * peo f° “i lo 3 N i Ground line o | Pals Ww as +1_ e;k ty ire |v S| . pede) & o8 8 ae s cpr ey G Ass RV’ A I 1h :, Cy NOS 5 dD nef as & CONCRETE ANCHOR FOR SHORT GUARDRAIL POST (See Note 1 and 2) 22" ALTERNATE HOLE ARRANGEMENT POST AND BLOCK DETAIL in Subgrade shoulder. Widening required 2'-0" (typ.) Hinge line of foreslope See Note 3 I Variable slope but not N steeper than fill slope s=ip . Lv om | 2 Ql oO & for approach and TYPICAL GUARDRAIL CROSS SECTION departure terminal sections Reflective sheeting placed front and rear REFLECTOR TAB (See Note 4) NO SCALE ¢ of symmetry 1%" on | 2 | S ih Vv im Ee | | QF ih 5 ¢ ek AR S/O U ' 14,6" dia. Dd] 9 _ Q 8 l— W6x9 i o a " % | Wy i! Y - SIDE FRONT STRUCTURAL SHAPE POST FEDERAL LANDS HIGHWAY U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION STEEL POSTS U.S. CUSTOMARY STANDARD G4 W-BEAM GUARDRAIL STANDARD APPROVED FOR USE 1/1994 STANDARD REVISED: 4/1994 6/2005 DRAFT: 3/2007 617-11