Plans
GOVERNMENT OF THE VIRGIN ISLANDS OF THE UNITED STATES Te Pweg MM 7 INDEX TO SHEETS rete DEPARTMENT OF PUBLIC WORKS The project within these pages is in ————— SHEET DESCRIPTION response to various damages done to NO, island of St. Thomas due to the Mircltesesueaicee PLANS FOR THE CONSTRUCTION OF ao collapsed of their read. FEMA PROJECT NO. 1948 DRVI PUBLIC WORKS rage SRUROTIRNOIE: Sumac PW-13 (LILIENBAL ROAD) A2 Location Map Aa Location Descripbon A-4 |Proposed Construction (Aerial'Cross Section) ____ LEGEND WATER VALVEMETER, G4 bion Detail SANTARY MANHOLE p2 {sit Fence Detail TERS ONE ATENY MANHOLE pg | Gabion Courses Detai/Curb & Gutter FENCE LUNE Detaits'Asphalt Detail GUARD AAR BOUNDARY MARKER UTIITY VAULT SIGN MONITORING WELL CONCRETE SIDEWALK PAVED WATERWAY. TYPE IV RIP AAP CONCRETE DRIVE PAD CARIBBEAN SEA —Q BG RUE o- eel leowe: DEPARTMENT OF PUBLIC WORKS DIVISION OF ENGINEERING FULL DEPTH PAVEMENT 8244 SUB BASE MILL AND OVERLAY STAND OF Sh 2etoas: ST. …
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GOVERNMENT OF THE VIRGIN ISLANDS OF THE UNITED STATES Te Pweg MM 7 INDEX TO SHEETS rete DEPARTMENT OF PUBLIC WORKS The project within these pages is in ————— SHEET DESCRIPTION response to various damages done to NO, island of St. Thomas due to the Mircltesesueaicee PLANS FOR THE CONSTRUCTION OF ao collapsed of their read. FEMA PROJECT NO. 1948 DRVI PUBLIC WORKS rage SRUROTIRNOIE: Sumac PW-13 (LILIENBAL ROAD) A2 Location Map Aa Location Descripbon A-4 |Proposed Construction (Aerial'Cross Section) ____ LEGEND WATER VALVEMETER, G4 bion Detail SANTARY MANHOLE p2 {sit Fence Detail TERS ONE ATENY MANHOLE pg | Gabion Courses Detai/Curb & Gutter FENCE LUNE Detaits'Asphalt Detail GUARD AAR BOUNDARY MARKER UTIITY VAULT SIGN MONITORING WELL CONCRETE SIDEWALK PAVED WATERWAY. TYPE IV RIP AAP CONCRETE DRIVE PAD CARIBBEAN SEA —Q BG RUE o- eel leowe: DEPARTMENT OF PUBLIC WORKS DIVISION OF ENGINEERING FULL DEPTH PAVEMENT 8244 SUB BASE MILL AND OVERLAY STAND OF Sh 2etoas: ST. THOMAS, USVI 00802 NOT TO SCALE Approved NORTH ARROW i E v0 Approved ‘Commguorer oe Cesare by Gf Pub Wodis Deveion of ~ Dp — FEMA Project No. 1948 DRVI Public Works NEW PW-13 (Liliendal Road) DEPARTMENT OF PUBLIC WORKS USVI Cover Page ™ ATLANTIC OCEAN PROJECT CARIBBEAN SEA ST. THOMAS * UNITED STATES VIRGIN ISLANDS : NOT TO SCALE f ¢ Po ; = Aerial View _ ~ Dp ~ oN FEMA Project No. 1948 DRVI Public Works Location Ma ~ NEW PW-13 (Liliendal Road) P DEPARTMENT jw WORKS <_ PAIRCEL NO. 5 ree PARCEL NO. 6 ESTATE CONTANT PROJECT DESCRIPTION Parcel No 5-18 Liliandal & Marienhoj is located = along Theodore Boshulte Dr. It is is the first left turn - : after the intesection with Scott Free Road. Or, lieal : s “{Geometric Coordinates are as followed: B. : 18°21.074'N ——«64°.S7.134' W = eS UW | ea : Pott Seas Tak! ~ > ~ Dp = FEMA Project No. 1948 DRVI Public Works ‘albeasie - NEW PW-13 (Liliendal Road) Location Description DEPARTMENT hae WORKS it} ——— sl a = y 13' pg 7: rs} wz — «db = 0c 9 O = A A< Q¢€ =. B[poee td =D oO Mm pam | 1 = re = 1 2 oct = = =a et Las 2% om om > ox ety ar they a ae 4a +3 cw Ra Ra a a2 ae ra +4 Highest oie — LS Ad et — ao hd Soy rs ie dy By Ts + Ba hie, Ra aes = er it. +5 ks ) a OU sa, Pa 45 hed FS ry Chal ba Ooo a wae ef mel $4, ae ae Co ae i ent Ba —_ eae ae Sie Ba Ra. ia, Cea re es ‘ae ee cei Wainy + ch a = ee et ME Seep pe — Lm =< ey ifs ri “4 = — — aA oo => = awh. A ——— 4 t § t fe| ¢ / f sit re Nig Less] ae VAM. az ie 1 A\A li ial Dae sielleseelel li i i ; 537 i3 © R i azg BUOY 2 § uf A 29 F i t 20 we eT \aET \nEl VL i ge lL pains a —?9 PY / 3 & = ~ LAL \ YN i ZT iz 72> : lt a a (Zodead et) Cae, AAA D< — A » Oo Qe ee) o= iu ist BER i ri (da\ if — oo if u g 209 3 \ AA i : i Ven om ih z { \Ac— =i : RR He 4 9, Vz é ees ul tf gh i ; yt u i SS Wy i \/ ag > | \ if Hl Ri © si : cute iy Ly 7 /\ i uf iL | rfl 13 Be ‘S D 1 — GABION COURSES DETAIL Finished slope a “” [er t. ee Siaren DATA: Weight of eerth = 120 the Cut Weight of rock-filied gabfons = 110 ibs,/Cu.ft. Angle of repose = 34° (2 44:1 stopa) Gesign earth pressure: Geotaxtila, typa If Fredional height courses 2 will be permitted and on ends by beskets not fess then 6 ft. In length, Piece and compact baci! ax tha wall ls constructed, so 1:12 Batter that the fi is maintained within 6 ft. of tha top of the well Provide underdrain outlets st aif low points, and Intervals 5 = not to axcead 100 feat. a a Yr ee 4 (yp) = = . g Wire basket not required if Std oe ae NUMBER OF | “H™ | "B° | GABIONS Courses | P| Fe iu ft, a: i a | 3 2333 | z é 6 000 — 3 E: 9 000 a 4 i2|9 ooo te 5 15 | 2 | 4.333 2 SS 6 is | 12 | 5.667 2 y 7 a | EEE] Underdrain EJ 2 | is 9.000 i 8 = Scene oe ee ee ioe a7 | 18 | 11.000 1) ps f geatentite, type io | 30 | 18 | 13.000 Wark fine oe L 8's 0.9988 Work ine TVPICAL CROSS SECTION ROTH: For and layout, H" and 8° may be considered equal to H and 8, respectively. nic is surrounded on al four cides by senda Becket” CURB & GUTTER DETAIL 2R 3000 PS! CONCRETE Ce a i __— ofee efe* ‘o efa®. e%e* 4 ata soe 4 ASPHALT DETAIL 2% Grade (Drainage) New Asphalt (Wearing Course) Existing Subgrade DEPARTMENT OF PUBLIC WORKS USVI FEMA Project No. 1948 DRVI Public Works PW-13 (Liliendal Road) Gabion Courses Detail/Curb & Gutter Details/Asphait Detail