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ST. CROIX SUPERIOR COURTHOUSE CONCRETE PAVED WATERWAY DESIGN ST. CROIX, USVI JULY 24, 2023 Buck Islnd SS Wan Fe RIVER SALT ZN CHANNEL, A \ BAY ig aus sure = me mouse MUO" FO ogy UY yi 7) WW, Se ran cay manana at Pot “eee, angapr wanes woe anne anna ay Sy peat 2B ==>. Pow Pant Co cursos 24, CS) aN ORTHSI. wore saci atiliee A) Boy £N > ee Saf al A ——— NN ee Ko Reet nnd Ret EA 7 AS Lnapont nt J moms woo nacue ia “~ed va¢ a, \ men ge € NORNGSIDE A Aon 2 Goa}, ill a) ss CCHRISTIANSTED _ HARBOR ~( | ‘Br =: omer we Hermitage Jo a KA ey ‘| Vrs _. ff = oxzonn i Ye Bay sure srevare S.A IN T ROI! X.y >) Leas rein vara jr om BQ bow rc) \f Sia a /\ > fhe ot \ Nee a\y = ee CF \s \.2 R ING) VY IS f— AY Ss! a fe re Y ot iy oe Ly ee -_& uma us omer ra y © WY o 00 Ri o Pol 93 BO Cy a of a ett 0° 9 AN smton) om BLS Us FREDERIESTED wsrrat 0) ELYS Ne aA \\ >X mp S vs \Hg § saa V__ L¥ \ oF oo frseny ty nig tenn YE oO —_ as NY 20 i} oe LA) wr \ eo é —— ~ PYS Pas." a0 @ © >. 3 apt aN p, a3 % Ae \y £e. y iF [aXe =r 1% LA ae fe | be w man 20 y c) C\ Ska s \ f > ny a PO z ‘sominesr c—) LOCATION NTS PROJECT LOCATION DRAWING INDEX =: _ baad ~ we » . C-1.0 COVER PAGE pe — 4 C-2.0 GENERAL NOTES pile A awd C-3.0 DETAILS ~ == \RJAS, LLC “ C-4.0 PLAN VIEW : architecture & design ~ _ « ae . > C-5.0 PROFILE VIEW aa | 4 a8 ri 4 Hi ~ 1 C-6.0 CROSS SECTIONS - SHEET 1 ANTILLEAN ENGINEERS INC. C-7.0 CROSS SECTIONS - SHEET 2 No. 1-B CLIFTON HILL, ST. CROIX PO BOX 3023 KINGSHILL, ST. CROIX USVI 00851 C-8.0 CROSS SECTIONS - SHEET 3 340-778-8828 NO: DATE: REVISION COMMENT: BY RAYMOND M. BERKELEY, P.E. USVI License No. 903-E GENERAL NOTES 1. CONTRACTORS SHALL FAMILIARIZE THEMSELVES WITH THE REQUIRED SPECIFICATIONS, DETAILS AND EXISTING SITE CONDITIONS PRIOR TO BIDDING THE WORK FOR THE CONSTRUCTION IMPROVEMENTS DEPICTED IN) THESE CONSTRUCTION DOCUMENTS. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AND COMPLYING WITH ALL PERMITS REQUIRED TO PERFORM AND COMPLETE THE WORK DEPICTED IN THESE CONTRACT DOCUMENTS. 5. ANY PUBLIC LAND CORNER WITHIN THE LIMITS OF CONSTRUCTION IS TO BE PROTECTED. IF A CORNER MONUMENT IS IN DANGER OF BEING DAMAGED AND HAS NOT BEEN PROPERLY REFERENCED, THE CONTRACTOR’S SURVEYOR SHALL REFERENCE THE MONUMENT AND PREPARE A SIGNED AND SEALED DOCUMENT SHOWING THE MONUMENT AND ITS REFERENCE INFORMATION. 4. ALL STATION AND OFFSETS ARE FROM THE C/L OF CONSTRUCTION UN_ESS NOTED OTHERWISE. S. ALL DIMENSIONS ARE IN ENGLISH. 6. THE CONTRACTOR SHALL NOTIFY UTILITY OWNERS OF ANY EXCAVATION AND DEMOLITION ACTIVITY A MINIMUM OF TWO (2) WORKING DAYS PRIOR TO THE BEGINNING OF THE WORK. /. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL NECESSARY AND REQUIRED TRAFFIC CONTROL. 3. CONTRACTOR IS REQUIRED TO PROVIDE AND MAINTAIN ACCESS TO ALL BUSINESS AND RESIDENTIAL ENTRANCES AT ALL TIMES. 9. CONTRACTOR SHALL KEEP THE SITE AND THE ADJACENT PARKING AREAS CLEAN AND FREE OF DEBRIS. 10. ALL ELEVATIONS ARE TO THE FINISH GRADE REGARDLESS OF THE MATERIAL. 11. THE CLEARING AND GRUBBING LIMITS ARE DEFINED BY THE CATCH POINTS OF THE CUT AND FILL SLOPES AS INDICATED ON THE PLAN SHEETS. CLEARING AND GRUBBING LIMITS SHOULD EXTEND A MINIMUM OF S FEET BEYOND THE TOE OF SLOPE AT THOSE LOCATIONS WHERE A SILT FENCE WILL BE INSTALLED. 12. PRIOR TO FINAL ACCEPTANCE THE CONTRACTOR SHALL CLEAN /REPAIR ROADWAYS USED OR DAMAGED DURING CONSTRUCTION AS A RESULT OF THIS CONSTRUCTION. 15. CONTRACTOR SHALL COORDINATE WORK WITH OTHER ONGOING PROJECTS THAT MAY IMPACT THIS PROJECT. 14. THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN ON THE PLANS HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THEIR ACCURACY. PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITY, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE VARIOUS UTILITIES AND TO MAKE THE NECESSARY ARRANGEMENTS FOR ANY RELOCATION’S OF THESE UTILITIES WITH THE OWNER OF THE UTILITY. THE CONTRACTOR SHALL EXERCISE CAUTION WHEN CROSSING AN UNDERGROUND U‘ILITY, WHETHER SHOWN ON THE PLANS OR LOCATED BY THE UTILITY COMPANY. ANY UTILITIES, WHETHER SHOWN ON THESE PLANS OR NOT, THAT INTERFERE WITH THE PROPOSED CONSTRUCTION SHALL BE CLOSELY COORDINATED WITH THE ENGINEER AND THE RESPECTIVE UTILITY COMPANY FOR RELOCATION OR PROPER INSTRUCTION. ANY DELAY OR INCONVENIENCE CAUSED TO THE CONTRACTOR BY THE RELOCATION OF VARIOUS UTILITIES SHALL BE INCIDENTAL TO THE CONTRACT, AND NO EXTRA COMPENSATION WILL BE ALLOWED. CONTRACTOR SHALL PRESERVE AND PROTECT ALL EXISTING TREES. UNDER NO CIRCUMSTANCES ANY OF THE EXISTING TREES SHALL BE REMOVED AND/OR DAMAGED. 15. EROSION AND SILTATION CONTROL MEASURES ARE TO BE PROVIDED AND INSTALLED PRIOR TO COMMENCEMENT OF CONSTRUCTION. THESE MEASURES ARE TO BE INSPECTED BY THE CONTRACTOR ON A REGULAR BASIS AND ARE TO BE MAINTAINED OR REPAIRED ON AN IMMEDIATE BASIS AS REQUIRED. REFER TO ENVIRONMENTAL QUALITY BOARD PERMITS FOR REQUIREMENTS FOR EROSION CONTROL AND SURFACE DRAINAGE. ST. CROIX SUPERIOR COURTHOUSE DESIGN ST. CROIX, USVI | a&\ ; ‘ : PREPARED FOR: - = = ~~ RAS, LLC | CONCRETE WATERWAY - architecture & design = + i eet aa os S) < ”) o TT WW < Oo Z TT z < Wi | — _— Zz < to (oe) (oo) (oo) xB 22 x< 2 nO Je =o Za Ko LL =O z (on co < 1 3 ™ GN 68 =~x O faa} O oO 340-778-8828 SHEET #: DRAWING: 2) co a WW ag <t o WW ag o Oo “9 Zs rae 4 52 Bg < Zs Oag O fa Zia MN ZA BES > nz OoH=s uw 75 ew — oy n am <x S28 LU no al wo < > a arg ui ait iy 8 nw @® Waa) oz mo ._ =$8 Oa 2% —) <<? ing x « 0? oO LU S Z EN LL _ © co © LL O N N O MATCH EXISTING GRADE - > xr < 2 Oo 5s = ww & i" wuAWw is / a SOLG = y CONCRETE PAVED WATERWAY 5 nr=eP x EXISTING GRADE Ee no Xpyww & PGL—— Oo5Fa Lu - | OO us) i ‘ = = a —_ © - non Oo ps ! O A a ry. — 7 = ©) a“ ea) ; a a as han ae 2 9 oars [aa ws a MATCH BEDDING MATERIAL Vek, lee ow!) EXISTING GRADE 7 et Pe ee et a! 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