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WINSTON WELLS OWNER: RARNEL ADDRESS: WUARTER: PARCEL ID: ENGINEERING & CONSTRUCTION BALLPARK GAZEBO & BLEAGHERS GOVERNMENT OF THE VIRGIN ISLANDS REM. GONTANT & ENIGHED, ST. JOHN, USVI CRUZ BAY 37 1TO11-1312-00 HARNEL INTERNATIONAL P.O. BOX 306115 ST. THOMAS, USVI OO0802 T: 340.244.5649 co: 340.244.5610 HARNELINTERNATIONAL.COM WARNING THESE PLANS AND THE DESIGNS CONTAINED HEREIN ARE THE SOLE PROPERTY OF HARNEL INTERNATIONAL. THESE PLANS MAY NOT BE REPRODUCED WITHOUT THE WRITTEN PERMISSION OF HARNEL INTERNATIONAL. UNAUTHORIZED USE SHALL INVITE A GLAIM FOR COMPENSATION. THE USE BY ANY PERSON OR FIRM OF THESE PLANS OR ANY PART THEREOF SHALL NOT IN ANY WAY SUBJECT HARNEL INTERNATIONAL TO ANY COST OR DAMAGES FOR ANY ERROR OR OMISSION CONTAINED THEREIN. THE FOLLOWING SCOPE OF WORK HAS BEEN DEVELOPED BASED ON THE ARCHITECTURAL / ENGINEERING (A/E) ASSESSMENT PERFORMED ON JUNE 12, 2022: WORK INCLUDES CONSTRUCTING A NEW REINFORCED CONCRETE TWO STORY GAZEBO WITH TWO NEW REINFORCED CONCRETE STADIUM BLEACHERS, ONE SITUATED AT EACH SIDE OF THE CONCRETE GAZEBO. A CISTERN FOR THE GAZEBO AREA WILL ALSO BE CONSTRUCTED. CONSTRUCTION DOCUMENTS FORA GAZEBO & BLEACHER CONSTRUCTION AT: PARGEL NO. REM. ESTATE CONTANT & ENIGHED CRUZ BAY QUARTER ST. JOHN, USVI DATE: O6/1 2/2022 PROWJEGT NO.: GV1I-O02 SGALE: AS SHOWN DRAWN BY: HAB GHEGKED BY: HAB APPROVED BY: HAB ISLAND MAP INDEX OF DRAWINGS NTS NTS 1. PROJECT OVERVIEW 1A. AS-BUILT SURVEY PLAN 1B. DEMOLITION PLAN & NOTES ZONING NOTES 2. A/E DESIGN - CONSTRUCTION NOTES 3. A/E DESIGN - SITE PLAN/SITE PROFILE LOT ZONING: p LOT OCCUPANCY: NOT REQUIRED 4. A/E DESIGN - PROPOSED GAZEBO, PORGH & BLEAGHERS FLOOR PLANS 5. A/E DESIGN - FOUNDATION PLANS, SLAB, ROOF PLANS & DETAILS LOT SIZE: - S.F. ACTUAL LOT OCCUPANCY: -- 6. A/E DESIGN - STRUGTURAL DETAILS 6A. A/E DESIGN - STRUCTURAL DETAILS & APPLIANCES SCHEDULE GAZEBO & PORCH FLOOR AREA: 654.45 S.F. FRONT YARD SETBACK NOT REQUIRED 7. A/E DESIGN - PROPOSED SLAB, ROOF PLANS & DETAILS 8. A/E DESIGN - GAZEBO EXTERIOR ELEVATIONS EACH BLEACHER FLOOR AREA: = 337.79 SF. SIDE AND REAR YARD SETBACK: NOT REQUIRED 9. A/E DESIGN - GAZEBO & PORCH SECTIONS 10. A/E DESIGN - EXTERIOR DETAILS OF GAZEBO GAZEBO ROOF AREA: 411.70 S.F. MAXIMUM HEIGHT: 2 LEVELS 11. A/E DESIGN - BLEACHERS EXTERIOR ELEVATIONS & SECTIONS CISTERN CAPACITY: 11,268.75 GAL. EXISTING HEIGHT: 2 LEVELS Ma) Ee DESIGN . do Vicws OF Gazeea & ELeaGitcns 14. A/E DESIGN - PROPOSED ELECTRICAL PLANS & DETAILS PARKING: EXISTING 15. A/E DESIGN - GAZEBO PLUMBING PLAN, SCHEMATIC & DETAILS PROJECT OVERVIEW SCALE: NTS REVISIONS Noa.| DATE REMARKS SHEET TOPOGRAPHIC SURVEY OF THE PLOT IARNEL INTERNATIONAL P.O. BOX 306115 Parcel Line Table Line # Length Direction L1 15.01 | S67°57' 30.38"E L2 21.12 | S68° 18' 40.01°E L3 22.00 | $33° 45' 43.76"E NOTE: DATUM ASSUMED FROM GIS MAP SYSTEM . 1 ° ' ; ww i“ ia S20" 40 18.2H"e <a THE PROCEDURES USED FOR DATA COLLECTION AND SUBSEQUENT ST. THOMAS, USVI L5 8.67 | S12° 05' 37.83"W GENERATION OF THIS MAP REQUIRES THAT THE DESIGNER O0O802 FAMILIARIZE HIMSELF WITH THE SITE AND BE AWARE THAT L6 36.12 | S3° 59! 13.64"E SPECIFIC NATURAL FEATURES TO BE INCORPORATED INTO A FINAL T 340.244.5649 L7 18.96 S19° 39' 57.23"E DESIGN SHOULD BE FIELD CHECKED EARLY IN THE DESIGN PROCESS. c . 3 4 oO 2 Aa 4 5 6 1 DO A HIGHER DEGREE OF ACCURACY AND/OR DEFINITION MAY BE REQUIRED. ROUNDABOUT HARNELINTERNATIONAL.COM THESE PLANS AND THE DESIGNS CONTAINED HEREIN ARE THE SOLE PROPERTY OF HARNEL INTERNATIONAL. THESE PLANS MAY NOT BE REPRODUGED WITHOUT THE WRITTEN PERMISSION OF HARNEL L22 177.52 | N69° 09' 11.65"W L8 42.71 N45° 03' 11.28"E . Ue . . "SIGN de L9 40.16 N23° 37' 05.85"E L10 25.79 | N27° 27'22.55"E L11 22.84 | N30° 13'21.91"E Bs) - 7 ; So ee \ L13 60.96 | S63° 53'07.41"E A \\ 2 ~. ASPHALT ROAD ° 1 " L “\ ora , L14 4.44 | N38° 57'09.12"E Ne) owns \ INTERNATIONAL. UNAUTHORIZED ° AR " amNY Base iw USE SHALL INVITE A CLAIM FOR L15 | 18.15 | S67° 46'47.42°E eV \ COMPENSATION. THE USE BY ANY a ; ~ \ 7 PERSON OR FIRM OF THESE PLANS L16 2.90 | S13° 35' 35.76"E OR ANY PART THEREOF SHALL NOT uasoney IN ANY WAY SUBJECT HARNEL L12 4.20 | S30° 13'21.91"W STRUCTURE INTERNATIONAL TO ANY GOST OR DAMAGES FOR ANY ERROR OR OMISSION GONTAINED THEREIN. ZONE: P PLAN REPS pe-e2t7-T017 CONSTRUCTION DOCUMENTS FORA GAZEBO & BLEACHER an D ATION AREA mt ffs RECREATION ARE \ pemans \\\” ror Zh CONSTRUCTION AT: Ys JULIUS E. SPRAUVE SCHOOL PLAY GROUND \ staves N gh a 36 PARSCEL NO. 302 \ eye BO PARCEL NO. REM. 55328.97 SQ FT a “a ESTATE CONTANT & 1.27 ACRES iT ENIGHED : CRUZ BAY QUARTER wal ST. JOHN, USVI Uichy Polk a . LEGEND BASE oO” 3.8 Lo wt rs x PK NAIL BOUND POST FOUND OR SET ; x El CONCRETE BOUND POST FOUND DATE: O6/1 2/2022 oe: q can 8 PARCEL NO. 309 a UNMARKED POINT PROJECT No:: GVI-0O2 we\h a Oo UTITY POE SCALE: AS SHOWN ee - PROPERTY LINE OF SURVEYED PREMISES 4s Sg S [soo00'00"w ~ 00.007 RECORD DATA WHERE DIFFERENT DRAWN BY: HAB Pe wy. _ rn) ee FROM MEASURED DATA Vin me 52 CONTOUR LINE — 2° INTERVAL CHEGKED BY: HAB os bl. S67. | 50 —_.__——- ——" —~ —__ CONTOUR LINE -10’ INTERVAL APPROVED BY: HAB e \ 7 See, ASPHALT ROAD - ce ge RETAINING WALL REVISIONS G a EXISTING DRAINAGE No.| DATE REMARKS . ~N. PARCEL NO. 303 7260.04 SQ FT 0.17 ACRES AJAYNS—NN m Parcel Line Table z ~_ Line # Length | Direction Curve Table S T L17 5.59 N59° 18’ 38.06"E Curve# | Length | Radius | Delta | Chord Direction | Chord Length g i SHEET L18 5.09 N24° 49' 34.87"E C4 22.19 | 113.97 | 11.15 | N9°34'08"E 22.15 8 3 L19 3.52 S65° 55' 07.07"E C3 14.74 | 23.00 | 36.73 | N12°11'40"w 14.49 = L20 | 11.00 | N42°51'45.92"E C2 33.03 | 64.05 | 29.55 | N11°33'42"W 32.67 = L21 7.97 N78° 58' 21.72"E C1 36.43 | 115.57 | 18.06 | S6° 32'19"E 36.28 NS AS-BUILT LOCATION MAP AS-BUILT SURVEY PLAN NTS SURVEYOR: License: 636-E PATRICK WILLIAMS, PE SCALE 1"=10'-0" USVI ----- SCALE: 1 = 10-0 AS-BUILT SURVEY PLAN GENERAL NOTES PURPOSE - TO ENSURE THAT PROPER MONITORING AND CONTROL OF DEMOLITION ACTIVITIES ARE ACCOMPLISHED IN A SAFE MANNER AND IN ACCORDANCE WITH CURRENT STANDARDS. ALL APPLICABLE REGULATORY OR CONTRACTOR REQUIREMENTS MUST BE FOLLOWED, WITH THE MOST STRINGENT REQUIREMENT BEING MET. APPLICABILITY - THIS DOCUMENT APPLIES TO ALL SUBCONTRACTORS WHO CONDUCT DEMOLITION ACTIVITIES AT 161 SUBBASE IN CROWN BAY FILL, ST. THOMAS, UNITED STATES VIRGIN ISLANDS AS SPECIFIED IN THEIR CONTRACT WITH CONTRACTOR. STRICTER REQUIREMENTS MAY BE IMPOSED BY THE REGULATORY AGENCIES, THE ARCHITECT/ENGINEER (AE), THE CONTRACTOR OR THE SUB-CONTRACTOR UPON THEIR EMPLOYEES. THE REQUIREMENTS OF THIS DOCUMENT MUST BE FOLLOWED BY SUBCONTRACTORS; HOWEVER, THE MEANS OF IMPLEMENTATION MAY VARY AS DETERMINED BY THE SUBCONTRACTOR AND APPROVED BY THE ARCHITECT. REQUIREMENTS - DEMOLITION SHALL MEET THE REQUIREMENTS OF 29 CFR 1926 SUBPART T “DEMOLITION.” ADDITIONAL REQUIREMENTS SPECIFIC TO DEMOLITION ARE SPECIFIED BELOW. A HAZARDS ANALYSIS OF THE WORK AREA WILL BE PERFORMED BY DPNR AND/OR THE AE. THE CONTRACTOR SHALL DEVELOP A WORK PLAN TO MITIGATE THE FINDINGS OF THE ANALYSIS AND FORWARD IT TO THE AE BEFORE DEMOLITION WORK BEGINS. DEMOLITION WORK SHALL BE DONE BY QUALIFIED PERSONNEL. TRAINING DOCUMENTATION OF WORKERS WILL BE VERIFIED, WITH PARTICULAR ATTENTION BEING PAID TO MIXED ENVIRONMENTS (SUCH AS AN ASBESTOS WORKER, WORKING IN A CONFINED SPACE, INA RADIOLOGICAL AREA, OR ON A HAZARDOUS WASTE SITE). THE NUMBER OF PERSONNEL ALLOWED IN THE DEMOLITION AREA SHALL BE LIMITED TO THOSE PERSONS NECESSARY TO PERFORM THE WORK TASKS. LINES OF DEMARCATION SHALL BE PLACED BEFORE ANY DEMOLITION WORK STARTS. WORK AREAS AND ADJACENT AFFECTED AREAS SHALL BE PROTECTED OR CLOSED TO UNQUALIFIED OR UNAUTHORIZED PERSONNEL BY THE USE OF FENCES, SIGNS, ROPE, OR OTHER APPROPRIATE BARRIERS. ENGINEERING SURVEY REPORT CONTRACTOR SHALL POST ADVISORY SIGNS INDICATING THAT DEMOLITION ACTIVITY IS INPROGRESS AND UNAUTHORIZED PERSONS SHALL NOT ENTER THE SITE. ADDITIONAL SIGNS, SUCH AS; RADIATION SIGNS, CERCLA POSTINGS, RCRA WASTE POSTINGS, ASBESTOS REMOVAL SIGNS, FLAMMABLE OR COMBUSTIBLE MATERIAL SIGNS, SHALL BE POSTED IF REQUIRED BY DPNR INSPECTION REPORT. WARNING LIGHTS SHALL BE PLACED ON OR ABOUT ALL BARRICADES AS NECESSARY TO PREVENT INADVERTENT PEDESTRIAN AND VEHICULAR ACCESS AFTER DARK. DEMOLITION PLAN. THIS DEMOLITION PLAN SETS FORTH THE GENERAL 5 NO [o) S ‘ FRIND SE N BN Ns CADE Nl ~ | 2 — — | ROUNPABOUT ~ SL SIDEWALK a PUBLIC ROAD | ROW. ' ~aS6 ° 6 S68* 18' 40"E 7! . ' . O70 Sa REGULATORY (6) IMITS OF SIGN EXISTING SAFETY FENCING TO A DEMOLITION we, BE DEMOLISHED IN THIS AREA “\. : \ or UN. LIGHT POLE 4. EXISTING REMAININ or \\ BASE ann OF VIEWING STAND > N\ 1 ( 430.2 °) S TO BE DEMOLISHED \ . \\ \ 4 7/ ASPHALT ROAD a\ \ \\ 7 >\ 7 REMAINS “\\ | £\ \ OF VIEWING \\ ~~ e\ \ USTANDS WA 4\ NATUMITS OF ROUTE |04 Z\ \\ \\ DEMOLITION \\ XL S25° 49' 15"E < V -- ' \ \ - >-- 9.31 ¥, \ \ wa Om =e —~_ . e\ \ ae oN c ZN z \ We 77T \\ SV Se Na I | \ \ ° ' " a A\ 3 \EX | ) $12° 05' 38"W \ 4 (PLANTER I EXISTING f; < S67. So MASONRY . RECREATION AREA \ Nw Ou =i STRUCTURE | _ “\ \ Ij JULIUS E. SPRAUVE SCHOOL PLAY GROUND \ OY \ J ~ \ \ \ LAF | -—LIMITS OF N \ a Zz DEMOLITION NS \ a j TT So pfs — EXISTING STAIRS, PORCH BOUNDARY WALLS, \ aan | me PLANTER AREA & RAILING TO BE DEMOLISHED Zz =F AY TH % VO Lorn \ A EXISTING SAFETY FENCING TO % Lf, \\ \\ ~< BE DEMOLISHED IN THIS AREA “¢ WA\ lu UO \ \\ \\ 2 ost DW 28 WN ape x WO\\ 2 < LEGEND \ Vy TO TT VS SOLO wx PK NA/L BOUND POST FOUND OR SET \ REMAINS ~ \\ \ of. On ZONE: P El CONCRETE BOUND POST FOUND EXISTING MASONRY. OF VIEWING. '\\ \\ “ PLAN REF: A3-66-T47 a UNMARKED POINT STRUCTURE TO BE x STANDS \ \| D9-9217-T017 UTILITY POLE DEMOLISHED \ \ a 26 PROPERTY LINE OF SURVEYED PREMISES \ AZ ‘i IMITS OF [so000'00"w ~ 00.00') RECORD DATA WHERE DIFFERENT \ CAN DEMOLITION MOAR ONE EXISTING REMAININ \ LIAS a 52 CONTOUR LINE — 2° INTERVAL OF VIEWING STAND \ \ ia \e \\ S 50 —___— —_ —~ —___ CONTOUR LINE -10’ INTERVAL TO BE DEMOLISHED \\ an ‘ ob > \ \*YEILD Mm ASPHALT ROAD LIMITS OF DEMOLITIO \ SIGN _ aan nnnn nn ene nen eee nec ee ne ceee BUILDING SETBACK LINE SY EXISTING RETAINING \ 24 \ RETAINING WALL WALL TO BE DEMOLISHED \ oan con a EXISTING DRAINAGE $19° 39' 57"E EXISTING SAFETY FENCING TO \ 18.96 BE DEMOLISHED IN THIS AREA L=24.49" : R=310.84' DEMOLITION LIGHT aC: +2B8.8 BASE 22 DEMOLITION PLAN SCALE 1" = 10' - QO" PLAN & NOTES SPECIFICATIONS FOR THE PHYSICAL REMOVAL BY OWNER AT HIS OR HER OWN COST, OF PORTIONS OF BUILDINGS AND STRUCTURES ON THE PROPERTY KNOWN AS 161 SUBBASE IN CROWN BAY FILL, ST. THOMAS, VIRGIN ISLANDS. CONDITION OF SITE IMPROVEMENTS - ALL IMPROVEMENTS ON SITE WERE OBSERVED TO BE IN GOOD STRUCTURAL CONDITION AT THE TIME OF THE INSPECTION. CONDITION OF THE BUILDING - OBSERVATION OF THE BUILDING AND ITS STRUCTURAL ELEMENTS INDICATE THAT THE BUILDING IS IN EXCELLENT CONDITION. THE POSSIBILITY OF UNPLANNED COLLAPSE FROM WEAKNESS CAUSED BY AGE, FIRE, OR OVERUSE OF ANY PORTION OF THE STRUCTURE IS UNLIKELY. THE SUPPORTING MASONRY AND REINFORCED CONCRETE STRUCTURES WERE OBSERVED TO BE IN GOOD CONDITION. THE CONTRACTOR DEMOLITION PLAN WILL BE REVIEWED FOR THE EXISTENCE OF OTHER POTENTIAL OR REAL DEMOLITION HAZARDS. THESE HAZARDS IF IDENTIFIED IN THE PLAN WILL BE MITIGATED BEFORE DEMOLITION WORK BEGINS. ALL ELECTRIC, GAS, WATER, STEAM, SEWER, AND OTHER SERVICE LINES SHALL BE SHUT OFF, CAPPED, OR OTHERWISE CONTROLLED OUTSIDE THE BUILDING OR DEMOLITION AREA, IN ACCORDANCE WITH VIWAPA LOCKOUT AND TAG-OUT PROCEDURES, BEFORE DEMOLITION IS STARTED. PEDESTRIAN AND VEHICULAR TRAFFIC SHALL BE CONTROLLED IN ANY AREA THAT IS CLOSER THAN ONE-FOURTH OF THE HEIGHT OF THE STRUCTURE TO THE PERIMETER OF THE STRUCTURAL ELEMENTS BEING DEMOLISHED. CLOSE ATTENTION MUST BE PAID TO DEMOLITION WORK WITHIN OR NEAR OPERATING FACILITIES PRIMARILY ENCOMPASSING DEMOLITION ASSOCIATED WITH COMPONENT OR SYSTEM REPLACEMENT OR UPGRADE IN OR NEAR OPERATING FACILITIES. PRE-DEMOLITION WALK-DOWN WITH THE AE AND THE CONTRACTOR'S DESIGNATED PERSONNEL WILL BE PERFORMED PRIOR TO THE START OF THE DEMOLITION ACTIVITY TO ENSURE THAT THE SCOPE OF WORK IS CLEAR, TO CONFIRM THAT ALL SERVICES ARE SHUT OFF OR CAPPED, AND THAT IT IS UNDERSTOOD THAT NO MATERIAL SHALL BE BURIED ON SITE. THE AE SHALL VISIT THE SITE PERIODICALLY DURING THE PROJECT DURATION CHANGES - IF THERE ARE CHANGES TO PROJECT SCOPE OR CHANGES DUE TO DESIGN ERRORS OR OMISSIONS THE NEW WORK SHALL BE REVIEWED BY THE AE PRIOR TO COMMENCING. WORKERS SHALL ONLY DEMOLISH SYSTEMS THAT THEY ARE QUALIFIED TO REMOVE. THE JOB SUPERVISOR SHALL ENSURE EACH WORKER MEETS THE QUALIFICATIONS REQUIRED FOR ASSIGNED ACTIVITIES. SPECIFICATIONS GENERAL INTENTIONS. THE DEMOLITION END POINT FOR THE OWNER IS THAT ALL HIGHLIGHTED AND DELINEATED STRUCTURES AND NON-STRUCTURAL ELEMENTS ON THE SAID PROPERTY ARE DEMOLISHED AND THE DEBRIS REMOVED SUCH THAT: (1) THE DEMOLITION IS COMPLETED IN A MANNER AND WITHIN THE TIME FRAMES ESTABLISHED IN THIS DEMOLITION PLAN, (II) THE REMAINING STRUCTURAL ELEMENTS ON THE INSIDE OF THE STRUCTURE SHALL BE CONFIRMED TO BE ADEQUATELY SUPPORTED BY THE AE. (III) THE PROPERTY IS CONTOURED FOR DRAINAGE TO THE NEARBY BEACH, (IV) THE SURFACES REMAINING AFTER DEMOLITION ARE SAFELY FILLED AND FREE OF PROTRUSIONS AND ABRUPT EDGES SUCH THAT THE SURFACES ARE CAPABLE OF BEING WALKED UPON BY PEDESTRIANS, (V) ALL DEMOLITION DEBRIS HAS BEEN REMOVED AND DISPOSED OF IN ACCORDANCE WITH APPLICABLE LAW. (VI) ALL MEP SHALL BE CHECKED AND CONFIRMED BY LICENSED PROFESSIONAL IN THEIR PARTICULAR TRADE TO BE IN GOOD WORKING CONDITION. STRUCTURES AND EQUIPMENT. ALL HOLES BELOW THE SURROUNDING GRADE, CREATED BY THE REMOVAL OF STRUCTURES OR EQUIPMENT, SHALL BE FILLED AND CONTOURED WITH RE-PURPOSED OR IMPORTED SAND AND OR SOIL (TO MATCH SURROUNDING CONDITIONS). “GRADE” IS DEFINED AS THE SURFACE IMMEDIATELY ADJACENT TO THE STRUCTURE OR EQUIPMENT THAT CAN REASONABLY BE ACCESSED FROM THE CURRENT ADJACENT SURFACE. . DISTURBED ADJACENT SURFACES. ANY DISTURBED ADJACENT SURFACES SHALL BE FILLED WITH IMPORTED AND OR SOIL AND RESTORED AND GRADED TO MEET NATURAL SURFACE DRAINAGE REQUIREMENTS. EXISTING UTILITIES. CONTRACTOR SHALL LOCATE ALL EXISTING UNDERGROUND UTILITIES (OPERATIONAL OR ABANDONED) ON OR NEAR THE SITE, AND PLACE AN IDENTIFICATION STAKE ON OR NEAR THESE STRUCTURES. CONTRACTOR IS EXPECTED TO COMMUNICATE WITH UTILITY AGENCIES FOR ASSISTANCE IN LOCATING THESE STRUCTURES. OTHER EXTERIOR ELECTRO/MECHANICAL SYSTEMS. THERE MAY BE OTHER UNKNOWN BURIED SYSTEMS. IF AFTER COMMUNICATIONS WITH UTILITY AGENCIES IT IS BELIEVED THAT UNKNOWN SYSTEMS COULD EXIST, THEN CONTRACTOR COULD CONSIDER IMPLEMENTING A GPR SCAN OF THE AREA TO CONFIRM THESE CONCERNS. FINAL SITE CONTOUR. THE FINAL SITE SHALL BE CONTOURED SUCH THAT THE EXISTING STORM WATER DRAINAGE CAN BE MAINTAINED DURING AND AFTER EXECUTION OF THE DEMOLITION ACTIVITIES. ALL EQUIPMENT PADS, STRUCTURAL SUPPORTS, RAISED CURBING, OR SIMILAR BUILDING, STRUCTURAL, OR EQUIPMENT ELEMENTS ABOVE A FINISHED CONTOUR ELEVATION SHALL BE REMOVED TO BELOW THE EXISTING FINISHED CONTOUR. FINAL SURFACE CONDITION. ALL SURFACES ARE TO BE SWEPT CLEAN IF THEY ARE PAVED AREAS OR GRADED SMOOTH IF THEY ARE NON-PAVED AREAS. THERE SHALL BE NO FOUNDATIONS, OR FLOOR SLABS REMAINING. THE SITE IS TO BE FREE OF DEBRIS AND LEFT BROOM CLEAN. DISPOSAL OF DEBRIS. ALL DEBRIS SHALL BE DISPOSED OF IN ACCORDANCE WITH APPLICABLE LAW IN A PERMITTED LANDFILL. HOLD HARMLESS AND INDEMNIFICATION. OWNER SHALL PROTECT, SAVE, AND KEEP THE ARCHITECT, ENGINEER FOREVER HARMLESS AND INDEMNIFIED FROM ANY DAMAGES (INCLUDING FINES OR PENALTIES) ARISING AS A RESULT OF ACCIDENTS, INJURIES, OR OTHER OCCURRENCES, CAUSED BY THE NEGLIGENCE OR WILLFUL CONDUCT OF THE OWNER, CONTRACTOR, OR SUB-CONTRACTORS, ITS EMPLOYEES ON THE PROPERTY TO CONDUCT THE DEMOLITION ACTIVITIES CONTEMPLATED HEREIN, REGARDLESS OF WHO THE INJURED PARTY MAYBE. CLEAN CRUSHED CONCRETE REUSE SPECIFICATION. THE TERM “CLEAN CRUSHED CONCRETE” SHALL MEAN CONCRETE OBTAINED FROM THE STRUCTURES AND BUILDINGS ON THE PROPERTY (1) THAT DOES NOT CONTAIN HAZARDOUS SUBSTANCES, AND (II) THAT HAS BEEN CRUSHED TO FOUR INCH MINUS WITH ALL DEBRIS AND REBAR REMOVED. CLEAN IMPORTED GRAVEL. THE TERM “CLEAN IMPORTED GRAVEL” SHALL MEAN GRAVEL MEETING THE DPW STANDARD. ALL FILL MATERIAL SHALL BE COMPACTED, WHERE PRACTICABLE, IN EIGHT INCH MAXIMUM LIFTS TO NINETY-FIVE PERCENT (95%) MAXIMUM DENSITY AT OPTIMUM MOISTURE. ARCHITECT. THE TERM ARCHITECT SHALL MEAN ARCHITECT AND/OR ENGINEER. AE. THE TERM AE SHALL MEAN ARCHITECT AND/OR ENGINEER. SGALE: -O HARNEL INTERNATIONAL P.O. BOX 306115 ST. THOMAS, USVI OO0802 T: 340.244.5649 co: 340.244.5610 HARNELINTERNATIONAL.COM WARNING THESE PLANS AND THE DESIGNS CONTAINED HEREIN ARE THE SOLE PROPERTY OF HARNEL INTERNATIONAL. THESE PLANS MAY NOT BE REPRODUGED WITHOUT THE WRITTEN PERMISSION OF HARNEL INTERNATIONAL. UNAUTHORIZED USE SHALL INVITE A GLAIM FOR COMPENSATION. THE USE BY ANY PERSON OR FIRM OF THESE PLANS OR ANY PART THEREOF SHALL NOT IN ANY WAY SUBJECT HARNEL INTERNATIONAL TO ANY COST OR DAMAGES FOR ANY ERROR OR OMISSION CONTAINED THEREIN. CONSTRUCTION DOCUMENTS FORA GAZEBO & BLEACHER CONSTRUCTION AT: PARGEL NO. REM. ESTATE CONTANT & ENIGHED CRUZ BAY QUARTER ST. JOHN, USVI DATE: O6/1 2/2022 PROJEGT NO.: GV1I-O02 SGALE: AS SHOWN DRAWN BY: HAB GHEGKED BY: HAB APPROVED BY: HAB REVISIONS Noa.| DATE REMARKS SHEET GENERAL BUILDING NOTES: GENERAL 1. ALL WORK SHALL COMPLY WITH APPLICABLE FEDERAL AND LOCAL CODES AND STANDARDS. ALL WORK SHALL BE PERFORMED IN A FINISHED AND WORKMANLIKE MANNER TO THE SATISFACTION OF THE OWNER AND IN ACCORDANCE WITH THE BEST RECOGNIZED TRADE PRACTICES. THE ENGINEER SHALL BE NOTIFIED A MINIMUM OF 48 HOURS PRIOR TO START—UP OF CONSTRUCTION BY THE CONTRACTOR. DEVIATIONS FROM THESE PLANS AND SPECIFICATIONS WITHOUT THE PRIOR WRITTEN CONSENT OF THE ENGINEER MAY BE CAUSE FOR THE WORK TO BE UNACCEPTABLE TO THE ENGINEER. CONTRACTOR WARRANTS THAT HIS EMPLOYEES, AGENTS AND SUB-CONTRACTORS POSSESS THE EXPERIENCE, KNOWLEDGE AND CHARACTER NECESSARY TO QUALIFY THEM INDIVIDUALLY FOR THE PARTICULAR CONSTRUCTION TECHNIQUES THEY PERFORM IN CONNECTION WITH THE TASKS TO BE PERFORMED IN STRICT COMPLIANCE WITH ALL OSHA (OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION), AND LOCAL HEALTH AND SAFETY CODES. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR UPDATING HIS CONSTRUCTION DOCUMENTS WITH REVISED DRAWINGS AND SPECIFICATIONS, FIELD ORDERS, CHANGE ORDERS, AND CLARIFICATION SKETCHES ISSUED DURING THE COURSE OF CONSTRUCTION. THE GENERAL CONTRACTOR SHALL SUPPLY ALL LABOR, MATERIALS, EQUIPMENT AND SERVICES OF EVERY KIND, INCLUDING WATER AND POWER NECESSARY FOR THE PROPER EXECUTION OF THE WORK SHOWN OR INDICATED ON THE DRAWINGS. ALL MATERIAL SHALL BE NEW. MATERIALS AND WORKMANSHIP SHALL BE OF GOOD QUALITY AND FREE OF DEFECTS. THE CONSTRUCTION SITE SHALL BE KEPT FREE FROM THE ACCUMULATION OF WASTE MATERIALS AND DEBRIS. AT THE END OF THE CONSTRUCTION THE CONTRACTOR SHALL REMOVE ALL RUBBISH, SURPLUS MATERIALS, AND TOOLS STRUCTURAL STRUCTURAL DRAWINGS SHALL BE WORKED TOGETHER WITH ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS TO LOCATE DEPRESSED SLABS, SLOPES, DRAINS. OUTLETS, RECESSES, OPENINGS, BOLT SETTINGS, SLEEVES, ETC. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE OWNER FOR APPROVAL BEFORE FABRICATION OR ERECTION OF ANY STRUCTURAL SYSTEM. SHOP DRAWINGS ARE AN AID FOR FIELD PLACEMENT AND ARE SUPERSEDED BY THE STRUCTURAL DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO MAKE CERTAIN THAT ALL CONSTRUCTION IS IN FULL AGREEMENT WITH THE LATEST STRUCTURAL DRAWINGS. THE CONTRACTOR SHALL SUPPLY THE OWNER AND THE ENGINEER WITH ONE ORIGINAL AND ONE COPY OF SHOP DRAWINGS A MINIMUM OF TWO WEEKS PRIOR TO PLACEMENT. THE REVIEW OF SHOP DRAWINGS BY THE OWNER AND ENGINEER IS ONLY FOR GENERAL COMPLIANCE WITH THE STRUCTURAL DRAWINGS AND SPECIFICATIONS. THIS REVIEW DOES NOT GUARANTEE IN ANY WAY THAT THE SHOP DRAWINGS ARE CORRECT NOR DOES IT INFER THAT THEY SUPERSEDE THE STRUCTURAL DRAWINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR INITIATING, MAINTAINING AND SUPERVISING SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK. IN ADDITION, THE CONTRACTOR SHALL ENSURE THAT THE EQUIPMENT AND MATERIAL FURNISHED ARE, AT A MINIMUM, IN STRICT COMPLIANCE WITH ANY AND/OR ALL OF THE APPLICABLE CODES AND STANDARDS LISTED BELOW: STANDARDS LISTED BELOW: EPA — ENVIRONMENTAL PROTECTION AGENCY OSHA — OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION RCRA — RESOURCE CONSERVATION AND RECOVERY ACT TSCA — TOXIC SUBSTANCE AND CONTROL ACT DOT — DEPARTMENT OF TRANSPORTATION ASTM — AMERICAN SOCIETY OF TESTING AND MATERIALS AWWA — AMERICAN WATER WORKS ASSOCIATION NSI - NATIONAL STANDARDS § INSTITUTE AISC — AMERICAN INSTITUTE OF STEEL CONSTRUCTION UBC — UNIFORM BUILDING CODE ACI — AMERICAN CONCRETE INSTITUTE "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE AC] 318-95 ("ACI 318”). "BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AC] 530—92(”ACI 530”). Sul - STEEL JOIST INSTITUTE, "SPECIFICATIONS, LOAD TABLE, WEIGHT TABLE, FOR STEEL JOIST GIRDERS,” (Sul) NFPA — NATIONAL FOREST PRODUCTS ASSOCIATION, NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION 1991,” ("NFPA”) AWPA — AMERICAN WOOD PERSEVERES ASSOCIATION SSPC — STEEL STRUCTURES PAINTING COUNCIL AWS — AMERICAN WELDING SOCIETY ANSI AMERICAN NATIONAL STANDARDS INSTITUTE THE TERM ENGINEER SHALL REFER TO THE ARCHITECT OR THE ENGINEER WORKING ON BEHALF OF THE OWNER. NOT USED. THE ENGINEER AND DPNR SHALL BE NOTIFIED PRIOR TO ALL CONCRETE POURS TO VERIFY REINFORCEMENT PLACEMENT AND ALL CONCRETE ELEMENTS. 10. 11. 12. 13 14 15 16 17 18. 19. 20. 21. 22. 235. 24. 25. ALL FOOTINGS ARE TO BE INSPECTED BY THE ENGINEER AND DPNR PRIOR TO ALL CONCRETE POURS. FOOTINGS ARE TO BE PLACED ONLY ON UNDISTURBED SOIL OR ON 95 MODIFIED PROCTOR DENSITY COMPACTED FILL. ALL COLUMNS AND/OR WALLS ARE TO BE PLACED AT CENTERLINE OF FOUNDATION UNLESS OTHERWISE NOTED. ALL REBAR DOWELS ARE TO BE IN PLACE PRIOR TO ALL CONCRETE POURS. ALL BOLT HOLES IN WOOD AND STEEL MEMBERS SHALL BE 1/16” PLUS BOLT DIAMETER, OR. U.O.N. ALL HOLES IN STEEL MEMBERS SHALL BE DRILLED, OR, PUNCHED. TORCH BORED HOLES ARE NOT PERMISSIBLE. ALL WELDING IS TO BE DONE BY LICENSED WELDERS WITH AN UP-TO-DATE LICENSE. A COPY OF THE VALID LICENSE SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL. ALL CONCRETE SHALL BE TESTED IN ACCORDANCE WITH ACI 318 REQUIREMENTS. ALL CONCRETE SHALL BE CURED WITH WATER FOR FIVE CALENDAR DAYS IN ACCORDANCE WITH ACI 318 REQUIREMENTS. FORM REMOVAL: — SLABS, AND BEAMS, 28 DAYS AFTER POUR. — WALLS AND COLUMNS, 7 DAYS AFTER POUR. DO NOT CUT OR ALTER ANY STRUCTURAL MEMBERS WITHOUT WRITTEN AUTHORIZATION OF THE ENGINEER. THESE DRAWINGS DO NOT DEFINE SCOPE OF WORK. SEE CONTRACT DOCUMENTS. THE DESIGN, ADEQUACY AND SAFETY OF ERECTION BRACING, SHORING, TEMPORARY SUPPORTS, ETC., IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND IS NOT SHOWN ON THESE DRAWINGS. AT ALL TIMES THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE CONDITIONS AT THE JOB SITE INCLUDING SAFETY OF PERSONS AND PROPERTY. THE ARCHITECTS OR ENGINEER’S PRESENCE OR REVIEW OF WORK DOES NOT INCLUDE THE ADEQUACY OF THE CONTRACTOR’S MEANS OR METHODS OF CONSTRUCTION. CONTRACTOR SHALL VERIFY ALL DIMENSIONED AND SITE CONDITIONS BEFORE STARTING THE WORK. ARCHITECT/ENGINEER SHALL BE NOTIFIED IN WRITING OF ANY DISCREPANCY FOUND IN THE FIELD PRIOR TO PROCEEDING WITH THE WORK. APPROVAL OF WORK BY THE INSPECTOR DOES NOT IMPLY COMPLIANCE WITH THE PLANS AND SPECIFICATIONS. APPROVAL BY THE ENGINEER IS REQUIRED PRIOR TO THE FINAL COMPLETION OF THE PROJECT. USE OF ALTERNATE PRODUCTS TO THOSE SPECIFIED IS STRICTLY PROHIBITED. ALTERNATE PRODUCTS MAY, HOWEVER, BE USED UPON APPROVAL OF THE ARCHITECT/ENGINEER PRIOR TO PROCEEDING WITH THE WORK. DO NOT SCALE DRAWINGS TO OBTAIN DIMENSIONAL INFORMATION. MATERIALS STANDARDS 1. .10 14 12 3. CEMENT PORTLAND CEMENT SHALL CONFORM TO ASTM C 150 "PORTLAND CEMENT” OR UBC STANDARD No. 19-1 "PORTLAND CEMENT” MASONRY_NOTES MORTAR CEMENT SHALL CONFORM TO UBC STANDARD No. 21-14 "MORTAR CEMENT.” THE USE OF MASONRY CEMENT IS EXPRESSLY PROHIBITED. MORTAR SHALL MEET THE REQUIREMENTS OF ASTM C 270 "MORTAR FOR UNIT MASONRY OR UBC STANDARD No. 21-15 "MORTAR FOR UNIT MASONRY AND REINFORCED MASONRY OTHER THAN GYPSUM.” ONLY MORTAR TYPE S OR M SHALL BE ACCEPTABLE. MORTAR MATERIALS SHALL BE MEASURED IN SUCH A MANNER TO CONTROL THE SPECIFIED PROPORTIONS ACCURATELY. JOB SITE MIXED MORTAR SHALL BE ACCOMPLISHED BY USING A PADDLE TYPE PLASTER OR MORTAR MIXER OR A DRUM OR BARREL CONCRETE MIXER. ONLY SMALL AMOUNTS OF MORTAR SHALL BE MIXED BY HAND. NO READY—MIXED MORTAR SHALL BE USED. MORTAR JOINTS SHALL BE OF THE CONCAVE TYPE. JOINT REINFORCEMENT SHALL CONFORM TO THE REQUIREMENTS OF UBC STANDARD NO. 21-10 "JOINT REINFORCEMENT FOR MASONRY. ALL CMU WALLS ARE TO BE REINFORCED WITH No. 8 GAUGE ”DUR-—O—WALL” OR EQUIVALENT, AND SHALL BE PLACED EVERY SECOND COURSE, STARTING DIRECTLY ON TOP OF THE SLAB, OR, FOOTING. HALLOW CONCRETE MASONRY SHOWN ON THESE DRAWINGS SHALL BE ASTM C90. GRADE N, TYPE 1, NORMAL WEIGHT, WITH F’m = 1500 PSI. MORTAR SHALL CONFIRM TO ASTM C270, TYPE M OR S FOR ABOVE GRADE, TYPE M FOR BELOW GRADE. VERTICAL REINFORCING SHALL BE ASTM A615, GRADE 60 DEFORMED BARS. MINIMUM LAP SPLICES SHALL BE AS FOLLOWS: #3 BARS #4 BARS #5 BARS _ #6 BARS — GROUT GROUT SHALL MEET THE REQUIREMENTS OF ASTM C 476, "GROUT FOR MASONRY” AND UBC STANDARD No. 21-19, "GROUT FOR MASONRY.” SELECTION OF THE GROUT TYPE SHALL BE BASED ON THE UBC TABLE 21-C, "GROUTING LIMITATIONS.” GROUT SLUMP SHALL BE BETWEEN 8” AND 10”. USE LOW LIFT GROUTING METHOD ONLY (GROUT REINFORCED CMU CELLS EVERY THREE COURSES). GROUT FOR FILLED CELLS SHALL CONFIRM TO ASTM C467 WITH 3000 PSI STRENGTH AT 28 DAYS. CELLS SHALL BE GROUTED IN INCREMENTS NOT EXCEEDING 5 FEET VERTICALLY. FILL ALL CELLS BELOW GRADE. 10 14 4, 1 6. 1 ONLY USE CMU SPECIFICALLY MADE FOR GROUTING. ALL GROUTING IS TO STOP 1” BELOW THE EDGE OF THE TOP COURSE BEING GROUTED. CONTRACTOR SHALL THEN CONTINUE WITH SUBSEQUENT LIFTS AND/OR CASTING OF A BEAM. GROUT INGREDIENTS SHALL BE PROPORTIONED ACCORDING TO UBC TABLE 21—B, "GROUT PROPORTIONS BY VOLUME.” AGGREGATES FOR GROUT SHALL MEET THE REQUIREMENTS OF ASTM C 404, "AGGREGATES FOR GROUT” PER UBC SECTION 2102.2.1.2. AGGREGATES FOR GROUT SHALL BE GRADED ACCORDING TO ASTM C 404, TABLE 1. GROUT PREPARED IN THE FIELD SHALL BE MIXED FOR 3 TO 10 MINUTES TO ASSURE THOROUGH BLENDING OF ALL INGREDIENTS. GROUT STRENGTH SHALL BE A MINIMUM OF 2000 PSI (UBC STANDARD No. 21-19) OR SHALL BE EQUAL OR EXCEED THE COMPRESSIVE STRENGTH OF HIGHER STRENGTH CONCRETE MASONRY UNITS (FOOT NOTE 4 TO UBC TABLE No. 21—D) OR SHALL BE 1.25 TO 1.40 TIMES THE DESIGN STRENGTH OF THE MASONRY ASSEMBLY, f’m., WHICHEVER IS GREATER. WATER WATER SHALL BE CLEAN AND FREE OF DELETERIOUS AMOUNTS OF ACIDS, ALKALIS OR ORGANIC MATERIALS. WATER CONTAINING SOLUBLE SALTS SUCH AS POTASSIUM AND SODIUM SULFATES SHALL NOT BE PERMISSIBLE. ADMIXTURE AND ADDITIVES ADMIXTURE AND ADDITIVES TO MORTAR OR GROUT SHALL NOT BE USED UNLESS APPROVED BY THE ENGINEER. TIMBER SOUTHERN PINE RAIBURE’SE. STANORRE-aIBED REN SPR BET ON EA SRAM CHAPTER 23, "WOOB” AND ACCEPTED WOOD CONSTRUCTION PRACTICES. ALL TIMBER SHALL BE PRESSURE IMPREGNATED WITH AN APPROVED PROCESS AND PRESERVATIVE AND SHALL CONFORM TO AWPA’S STANDARD C-—1 "ALL TIMBER PRODUCTS—PRESERVATIVE TREATMENT BY PRESSURE PROCESS”. ALL TIMBER SHALL BE PRESSURE IMPREGNATED WITH AN APPROVED FIRE—RETARD ANT CHEMICAL IN ACCORDANCE WITH UBC STANDARD 23-6 AND AWPA’S STANDARD C-—20 "STRUCTURAL LUMBER-FIRE RETARD ANT TREATMENT BY PRESSURE PROCESS ” ALL LUMBER, WOOD STRUCTURAL PANELS, STRUCTURAL LAMINATED TIMBER, END—JOINTED LUMBER, AND POLES SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING RULES SPECIFIED IN UBC CHAPTER 235 AND SHALL BE SO IDENTIFIED BY THE GRADE MARK OR A CERTIFICATE OF INSPECTION ISSUED BY AN APPROVED AGENCY(AMERICAN SOFT WOOD STANDARDS, U.S. DEPARTMENT OF COMMERCE). ALL SIZES REFEREED TO ARE STANDARD NOMINAL SIZES. ALL LUMBER SHALL BE STORED AWAY FROM CONTACT WITH WATER AND HIGH MOISTURE AND RAISED FROM THE GROUND AND SUPPORTED IN SUCH A MANNER AS TO AVOID WARPING AND BUCKLING. STORED LUMBER SHALL NOT BE EXPOSED TO THE DIRECT SUN LIGHT FOR A PROLONGED PERIOD OF TIME. THE ENGINEER SHALL REJECT THE USE OF ANY WOOD MEMBER WHERE PERMISSIBLE GRADE CHARACTERISTICS OR DEFECTS AFFECT THE SERVICE—ABILITY OF THAT MEMBER. STEEL ALL EXPOSED STEEL, (NOT PART OF THE BUILDING STRUCTURE) e.g. PIPE BRIDGE GRILLS, ANGLES, UTILITY RACKS, ANCHOR BOLTS, ETC. TO BE HOT DIPPED GALV. & PAINTED IN ACCORDANCE WITH SSPC STANDARDS. ALL STRUCTURAL ELEMENTS OF THE BUILDING TO BE ABRASIVE BLAST CLEANED, SHOP PRIMED THE SAME DAY WITH 2—3 MIL dFt OF ZINC RICH PRIMER, FOLLOWED BY 3-5 M dFt OF HIGH BUILD EPOXY. THE STEEL SHALL BE GIVEN A FINAL 1.5 —2 dFt COAT OF POLYURETHANE ENAMEL. CONCRETE MIX DESIGNS SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR COMMENCEMENT OF ANY CONCRETE WORK. NO ADMIXTURE SHALL BE PERMITTED WITHOUT THE WRITTEN APPROVAL OF THE ENGINEER. FORM WORK SHALL COMPLY WITH "RECOMMENDED PRACTICE FOR CONCRETE FORM WORK [ACI 347-78 REAFFIRMED 1934]. TRANSPORTATION, PLACING, CURING AND DEPOSITING OF CONCRETE SHALL COMPLY WITH ACI 301-83. NO WATER SHALL BE ADDED TO THE CONCRETE AT THE JOB SITE. REMOVE ALL DEBRIS FROM FORMS BEFORE POURING. CONCRETE SHALL NOT BE DROPPED THROUGH REINFORCING STEEL [AS IN WALLS, COLUMNS AND DROP CAPITALS] SO AS TO CAUSE SEGREGATION OF AGGREGATES. USE HOPPERS, CHUTES OR TRUCKS OF VARYING LENGTHS SO THAT THE FREE UNCONFINED FALL OF THE CONCRETE SHALL NOT EXCEED 5 FEET AND A SUFFICIENT NUMBER SHALL BE USED TO ENSURE THE CONCRETE IS BEING KEPT LEVEL AT ALL TIMES. REINFORCING STEEL REINFORCEMENT IN MEMBERS RESISTING EARTHQUAKE FORCES: DEFORMED BARS, ASTM A615, GRADE 60, WITH THE FOLLOWING: ACTUAL YIELD STRENGTH BASED ON MILL TESTS DOES NOT EXCEED 78,00 PSI, (WITH RETESTS NOT EXCEEDING THIS VALUE BY 3000 PSI) RATIO OF THE ACTUAL ULTIMATE TENSILE STRENGTH TO ACTUAL YIELD TENSILE STRENGTH IS NOT LESS THAN 1.25. ALL OTHER REINFORCEMENT: DEFORMED BARS: WELDED WIRE FABRIC: ASTM A615, GRADE 60. ASTM A185, GRADE 60. WELDING ELECTRODES: E7OXX LOW HYDROGEN. BOLTING MATERIALS: ASTM A325 OR A490, U.O.N. 5 COVER MINIMUM TOLERANCES COVER + OR — CAST AGAINST AND PERMANENTLY . . EXPOSED TO EARTH 3 3/8 EXPOSED TO EARTH OR WEATHER: NO. 5 AND SMALLER BARS 3” 3/8” NO. 6 AND LARGER BARS 1 1/2” 3/8” EXPOSED TO SEA WATER: . . NO. 5 AND SMALLER BARS 4 3/8 NO. 6 AND LARGER BARS 4” 3/8” PRE CAST CONCRETE PILES 4” 3/8” NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: ROOF SLAB 1” 1/8” STRUCTURAL SLABS AND WALLS 3/4” 1/8” BEAMS AND COLUMNS [PRIMARY REINFORCEMENT TIES, STIRRUPS AND SPIRALS] 1 1/2” 1/8” SLABS ON GRADE 1 1/2” 3/8” .6 NO DEVIATION FROM THE STRUCTURAL PLANS SHALL BE PERMITTED WITHOUT THE EXPRESS WRITTEN CONSENT OF THE ENGINEER. ./ ALL REINFORCING BARS SHALL BE SECURELY HELD IN PLACE DURING CONCRETE POURING. IF REQUIRED, ADDITIONAL BARS SHALL BE PROVIDED BY THE CONTRACTOR TO FURNISH SUPPORT FOR THE BARS. .8 BARS SUPPORT SHALL BE PLASTIC TIPPED FOR EXPOSED CONCRETE. LEGS OF FOUNDATIONS, CHAIRS SHALL BE GALVANIZED. .9 ALL REINFORCING BARS MARKED—CONTINUOUS SHALL BE LAPPED 30 X DIA. AT SPLICES AND CORNERS UNLESS OTHERWISE NOTED. LAP CONTINUOUS TOP BARS AT CENTER BETWEEN SUPPORTS AS REQUIRED. TERMINATE CONTINUOUS BARS AT NON-CONTINUOUS ENDS WITH STANDARD HOOKS. .10 ALL REINFORCING BARS SHALL BE EPOXY COATED UNLESS OTHERWISE SPECIFIED BY PROJECT ENGINEER. .11 CONTRACTOR SHALL INVESTIGATE THE INTEGRITY OF THE STRUCTURAL ELEMENTS OF THE ROOF SUPPORT SYSTEM AS FOLLOWS: A. BOND BEAM (FIND WIDTH, DEPTH, SIZE AND QUANTITY OF REINFORCING BARS) B. COLUMN LOCATIONS, SIZE AND QUANTITY OF REINFORCING BARS C. OTHER WALL REINFORCEMENTS .12 CONTRACTOR SHALL CONFER WITH ENGINEER WITH DIRECTIONS ON HOW TO PROCEED. .13 SECTONS OF THE BUILDING THAT EXPERIENCE CONCRETE DETERIORATION DUE TO CORRROSION OF THE REINFORCING STEEL BARS, THE CONTRACTOR SHALL: 1. REMOVE CRACKS OR LOOSE DETERIORATED CONCRETE TO SOUND CONCRETE. SANDBLAST OR BRUSH—BLAST CLEAN CONCRETE AND REINFORCING BARS. REPLACE ALL REINFORCING STEEL WITH 25% OR MORE LOSS OF CROSS-SECTIONAL AREA. INSTALL A PROTECTIVE COATING SYSTEM TO THE REINFORCING STEEL BARS. MOISTEN CONCRETE SURFACE AND ALLOW IT DRY UNTIL DAMP. 6. APPLY AN EPOXY—MODIFIED BOND COAT (SIKADUR 365 EXPOXY OR EQUAL) WHEN THE REQUIRED REPAIR IS MORE THAN A HALF INCH DEEP. 7. INSTALL REPAIR MORTAR: A. 0-1/2” USE SIKATOP MORTAR REPAIR (OR EQUAL) B. 1/2” — 2” USE SIKADUR 362 EPOXY MODIFIED CONCRETE (OR EQUAL) C. 2” AND UP USE PORTLAND CEMENT CONCRETE (3000 PSI) 8. CURE AS REQUIRED. 9. WHERE MAJOR SPALLING AND CORROSION OF THE REINFORCING STEEL OF AN ELEMENT EXISTS, THE CONTRACTOR SHALL REPLACE THAT STRUCTURAL ELEMENT. IF MORE THAN 60% OF CONCRETE IS LOOSE AND IS REMOVED, THEN THE CONTRACTOR SHALL CONSIDER THIS AS MAJOR SPALLING. ao fF WwW SN HARNEL INTERNATIONAL P.O. BOX 306115 ST. THOMAS, USVI OO0802 T: 340.244.5649 co: 340.244.5610 H ARNELINTERNATIONAL.COM WARNING THESE PLANS AND THE DESIGNS CONTAINED HEREIN ARE THE SOLE PROPERTY OF HARNEL INTERNATIONAL. THESE PLANS MAY NOT BE REPRODUCED WITHOUT THE WRITTEN PERMISSION OF HARNEL INTERNATIONAL. UNAUTHORIZED USE SHALL INVITE A GLAIM FOR COMPENSATION. THE USE BY ANY PERSON OR FIRM OF THESE PLANS OR ANY PART THEREOF SHALL NOT IN ANY WAY SUBJECT HARNEL INTERNATIONAL TO ANY COST OR DAMAGES FOR ANY ERROR OR OMISSION CONTAINED THEREIN. CONSTRUCTION DOCUMENTS FORA GAZEBO & BLEACHER CONSTRUCTION AT: CG ESTATE CONTANT & PARGEL NO. REM. ENIGHED RUZ BAY QUARTER ST. JOHN, USVI CONTRACTOR SHALL INVESTIGATE THE INTEGRITY OF THE STRUCTURAL ELEMENTS OF THE ROOF SUPPORT SYSTEM. SEE THIS SHEET, SECTION 11. DATE: 06/12/2022 PROJECT No.: Gvl-O2 SCALE: AS SHOWN DRAWN BY: HAB CHECKED BY: HAB APPROVED BY: HAB REVISIONS No.| DATE REMARKS SHEET 5 Gy PRIND | I a hs SE " 2:1 MAX - BROOMED FINISH (TYP.) * Ns CADE | a awe #3@12"0.c. SQ (CURB AND GUTTER SHOWN) ~ | ; T-BARS SS / | 2" DIA. PVC RNS Ae ~ a | l ROUNDABOUT m. WEEPHOLE .\ ZEA oN | HARNEL ARKING |... 72" O.C. TYP. ZO SS wnat — UPLIC, ROAD | ROW. 6" x 6" x 6/6 W.M: LEVEL OR § | - S6>. . S68° 18' 40"E INTERNATIONAL a DRIVEWAY | RUSHED Ea SS FB 21.12! I : ———,—4-}.____._-¥ STONES Saou iniide sowr | VOT P.O. BOX 306115 il qe pe T-BARS 4 ~ IN SIDEWALK onLy ! Ao ST. THOMAS, USVI en © ae SED 4 _-JOINT. AND (A) CONTRACTION JOINT NEW SILT FENCE: * ° ooso02 > fel p-BARS 4 FINISH DETAIL — P= SEE SHEETS 2 CLA) b SS ><“ EXPANSION JOINT IN BOTH | an HSS ° | T: 340.244.5649 B Zs CURB AND SIDEWALK. a ESS". 7 Cc: 340.244.5610 | , JE 2 ti a HARNELINTERNATIONAL.COM RETAINING WALL SCHEDULE U 7 Eeeeeermneneun Merten iy TA A Ze A\ / ROUTE |04. ee WARNING = ———— : —j—— ie za | - a — \\ S25° 49' 15"E ZA. THESE PLANS AND THE DESIGNS H B A b Cc V-BARS_ | T-BARS | D-BARS rel eee sees \ ee res ta ge eerie de io: aaa \, ; Zz CONTAINED HEREIN ARE THE SOLE rn rn i)» | woe | won | raw Sire OUND ALL STRUCTURES IN BACK OF CURB. 1.5" DEEP CONTRACTION JOINTS EVERY 5' \ \ 9.31 Z NTERNGRGPERTY OF HARNEL SIDEWALK. (POLES, BOXES, ETC. eo ee are PIM cece org aay Gai Rs apc ZA. NOT BE REPRODUGED WITHOUT THE 5-0" 3.3" 3" 2'0" 5" w@ie" | #3@12" | #4@16" THE FULL DEPTH OF THE CONCRETE WRITTEN PERMISSION OF HARNEL TYPICAL CURB RETURN a INTERNATIONAL. UNAUTHORIZED 70" 41-2" 8" 2-6" to" | #4@12" | #3@12" | #4@12" 1) FOUR FEET OF THE SIDEWALK WIDTH SHALL BE THE MINIMUM PEDESTRIAN RECREATION AREA BO Be TNY DART toe Beor SHALL NOE a0" 8" - a8" vo | wow | got | #aq10" ACCESSIBLE ROUTE FREE OF VERTICAL AND HORIZONTAL OBSTRUCTIONS. JULIUS E. SPRAUVE SCHOOL PLAY GROUND | x NANY WAY Su Bd ECT HARNEL | . ° ° ° GRATINGS, ACCE55 COVERS, JUNCTION BOXES, CABLE VAULTS, PULL BOXES AND . - on . on - ; i OTHER APPURTENANCES WITHIN HE 5 DEWALE MUST HAVE SLIP RESISTANT DAMAGES FOR ANY ERROR OR 9-0 o2 2 32 "ory #@12" | M@te | H@12 SURFACES, BE FLUSH WITH SURFACE, AND MATCH GRADE OF THE SIDEWALK. OMISSION GONTAINED THEREIN. 10'-0" 51-9" 12" 3-7" 1-2" | #5@12" #4@16" | #5@10" a CONSTRUCTION 11'-0" 6-7" 13" 4-4" 1-5" | #5@10" #4@14" | #5@10" PROPOSED CISTERN BELOW. UB Y DOCUMENTS FORA 12'-0" 7-3" 13" 4'-7" 1'6" #5@9" #4@12" | @5@10" Z| j) = GAZEBO & BLEACHER 4 i) “¢ CONSTRUCTION AT: CEMENT CONCRETE SIDEWALK HN NNER A NENA PARCEL NO. REM. RETAINING WALL SECTION LAYOUT DETAILS LEGEND APN m ESTATE CONTANT & " ' " Y A NOM NOR } SCALE 1/2"=1'-0 SCALE NTS x PK NAIL BOUND POST FOUND OR SET ZX A iil ZONE: ) ENIGHED H CONCRETE BOUND POST FOUND @ [ UND ni i PLAN REF: A3-66-T47 CRUZ BAY QUARTER A UNMARKED POINT “A D9-9217-T017 ST. J oO H N , LJ SVI ~O- UTILITY POLE eZ aw 26 PROPERTY LINE OF SURVEYED PREMISES ? [s0000'00"W ~ 00.00'7 RECORD DATA WHERE DIFFERENT DATE: 06/12/2022 , FROM MEASURED DATA 70 52 CONTOUR LINE — 2° INTERVAL SS TO EXISTING MUNICIPAL SEWER LINE PROJEGT NO.: GVlI-02 50 —_ ——— —_ —— —__ CONTOUR LINE -710’ INTERVAL _o- = SCALE: AS SHOWN ASPHALT ROAD SIGN m DRAWN BY: HAB a oon 222-22 2n enone nena ee -e + BUILDING SETBACK LINE Y CHECKED BY: HAB EXISTING RETAINING SAP EWAY P ~— SILT FENCE NEW SILT FENCE: ; a \" WALL & SAFETY FENCE PROP = XIST. GRADE RETAINING WALL SEE SHEET 3 — \e S19° 39' 57"E APPROVED BY: HAB JULIUS E. SPRAUVE PORCH lees XISTING STONE WALL a EXISTING DRAINAGE \. 18.96' SCHOOL PLAY GROUND Le ase ASPHALT ROAD & PROPOSED DRAINAGE a L=24.42' REVISIONS oe fe LEACHE | 032 L7 - R=310.84' SITE PLAN No.| DATE REMARKS Oe if: i SH Kx aaa B88 LIGHT POLE SCALE 1" = 10' - 0" Oe Le eee Ab IPSAL_™ en 5 BASE (\t2p.8 22 022 - 6 ee eee eee RRO Ee an a - 022 020 5 Qe Oe 020 / SILT FENCE VEGETATION BERM ROPOSED CISTERN _ LANDSCAPE PLAN SPECIFICATIONS NEW CONC. 1 3-0 CONC. SITE PROF| LE "A _ A" PAVED PAVED 1. UPON COMPLETION OF THE CONSTRUCTION DEVELOPMENT PROJECT, RE-VEGETATION WITH NATIVE AND COMPATIBLE DRIVEWAY ROAD DROUGHT-TOLERANT PLANTS ARE REQUIRED. THREE INCHES MIN. OF RAKED CLEAN AND SEEDED TOPSOIL REQUIRED FOR SCALE 1" = 20' - 0" LANDSCAPING. co ZZ 2. LOW GROUND COVERAGE IS REQUIRED IN AREAS THAT HAVE BEEN DISTURBED DUE TO CONSTRUCTION ACTIVITY. MAINTAIN LOW GROUND COVERAGE IN AREAS NOT DISTURBED BY CONSTRUCTION ACTIVITY. 6" X 6" - 6/6 W.M. | 3. LOW SHRUB COVERAGE IS REQUIRED IN AREAS THAT HAVE BEEN DISTURBED DUE TO CONSTRUCTION ACTIVITY. 4. MAINTAIN MATURE TREES ON PROPERTY WHEN POSSIBLE. DO NOT REMOVE MATURE TREES FROM AROUND THE PERIMTETER OF THE PROPERTY. EXISTING WALKWAY———_ XISTING RETAINING CONCRETE SWALE SHEET EXIST. GRADE WALL & SAFETY FENCE NTS XIST. ASPHALT ROAD \" SCHOOL PAY EARTH CHANGE NOTES 039 << SADA NNN NN, A tee I \GROUND: || 8 SEDIMENT SILT SCREEN eee > || 6 MIL. POLY ATTACHED TO ee 1. EXISTING FOUNDATIONS, SLABS, OTHER OBSTRUCTIONS ENCOUNTERED - COMPLETELY REMOVE UNDER FOOTING AREAS TO ees =A | O50 : 1'- 6" BELOW FINISHED GRADE. EXISTING RETAINING WALL SILT FENCE STAKES @ 8'- NY 2. PROTECTION MEASURES SHALL BE TAKEN BY THE CONTRACTOR AND THE OWNER TO PROTECT ADJACENT PROPERTIES AND OF 1 SO ROCK BALLAST: _ PUBLIC WAYS DURING EXCAVATION. " " RADE LINE Nae N 3. SITE DISTURBANCES SHALL BE LIMITED AS CLOSELY AS POSSIBLE TO AREA DISTURBED FOR BUILDING AND SANITATION SITE PROFILE "B-B G 8 REQUIREMENTS. SCALE 4" =90'- 0" 12" MIN. EMBEDMENT. TEI lr 4. ALL FOOTINGS SHALL REST ON UNDISTURBED SOIL OR COMPACTED TO 95% MAX. DENSITY INTO EARTH oy 5. NO PHASE OF THE CONSTRUCTION SHALL BE PERFORMED DURING INCLEMENT WEATHER } 6. TRASH, DEBRIS, RUBBISH, ETC. SHALL BE REMOVED FROM SITE AND DISPOSED OF IN ALEGAL MANNER. MAINTAIN SITE INA TEM PORARY SILT FENCE DETAI [ REASONABLY NEAT CONDITION DURING CLEARING AND DEMOLITION OPERATIONS AND THROUGHOUT THE LIFE OF THE CONTRACT. NTS T | T SITE PLAN / SITE PROFILE SCALE: 1" = 10'0 4' 16'-5" S, i Q'-7" 25'-7" 3'-2" 4' 2'-5" 4" 5'-4" | 19'-11" Vv 05134" T \. —r——arr ss 4 NUMBERS OF aw BA AZ looses seeds x 4 NUMBERS OF 8" TH. STON = WALLS, TYP STEPS zo GOo-+ $ & 36" WIDE 17"x17" REINF. 6" RISERS, ~ = ALUMINUM CONCRETE 12" TREADS K 7 COUNTER &| COLUMNS, TYP. UK | — 7. <Byoeners b — N\ NX] . a | | . yy aN A N / ——_ \ / nw G _ NN _| _ | ss Oo % i a a 2S \L 6" TH. CONCRETE WALLS, TYP. 7 - | OL iSe . /--MINI SPLIT A.C., MOUNTED = = SC mice was tow. GAZEBO [lI | 2} | 2 > H° © BELOW le & “6 q V4 r \ yo \ 4 NUMBERS OF | 1 KY COb SY \ 7 ee Pl v4 A \U aa 8"TH. CONCRETE // &. (w-1) [~ Z Dy mr WALLS, TYP. 7 os | As SN FA \ \ Le ALUMINUM ‘ ORE RS CABINETS FENCE, TYP. O N \. 12" TREADS 24" X 24" CISTERN \\ ACCESS HATCH \ \ OPENING 2 y \ av \ =. 4 NUMBERS OF ee 4 NUMBERS OF "TH. \ WALL CONCRETE BELOW, TYP. 5'-4" A765" \ 19'-11"\ PK) ©? |4 NUMBERS OF 25'-7" A~ PROP. PORCH 36" HIGH ALUMINUM RAILING, TYP: gi-5" 21-5" 3-1 " 1 2-7" 10-11" 6'-1 " YSZ PROPOSED GAZEBO FIRST FLOOR PLAN SCALE 1/4" = 1'- 0" BLEACHER <> a NUMINUM SEATS, TYP. ALUMINUM FENCE, TYP: _ -\ 28 5 25" X 25" STONE CONCRETE HORIZONTAL 2'.3" \ 40'-9" , 2-5") 40'-9" ) 2-3" / SUPPORTS, TYP. CORNICE 4", TYP. Xx 1 BEAM TYP _ |_| | ==> = a, €, 31: N | i! 2) BENCH 5 py Bae BENCH 5 eb te nie ASIN x pp 4 Pil BENCH 4 . | A l =| HE STARR WS Sa SN f 8) Be} SS EE =| % BENCH 3 | ~ Ith Reh QA NUNS Pn I ll N \ il I , 14 i \ (SGINN Tee of VU eI KARA CCRARRGR il te) Ny Tile) | WN BENCH 1.\ SY KAS ell le | Ye TEN ' ——_4-&.C. BEAM, TYP HE 4 u-__[__[-____|_________________~~_[ ~~ ~~ _}y {1 1-5" b 2'-6" ; 18'-7" 2'-7" {1 15" 28'-5" PROPOSED BLEACHERS FLOOR PLAN (TYPICAL) SCALE 1 8'-7" 1/4" = 1'- 0" WENN Z sk L 1 g8'-7" PROPOSED ALUMINUM SEAT PLANKS 1, 2, 3 & 4 (TYPICAL) SCALE 1/4"= 1' _ 0" 25'-10" " 5'-2" 20'-1 " ro) + o “TH. STON H & y | WALLS, TYP i & - I A gS oT fl CO e AR 4 Ad} © |—mINI SPLIT A.C., /| MOUNTED ON BEAM - = = ~ C a ZINSIS iy \ Y 8" TH. CONCRETI > = \ 2) WALLS, TYP. > aT Ry Le TH. srone_! \ \ ‘6% WALLS, TYP \\ 6'-10" 8" TH. CONCRETE WALLS, TYP. XN Se + —_ RAK = Zs“ “S — S | —~ — SS ee iciiig lmilig ll TiTnirrry. | fi. : XS Y 74 / Sip OX ~, | sat ARON S 17"x17" REINF. CONCRETE COLUMNS, TYP. OC) ® e By) ot) 8 al | GAZEBO | |, Gi $ af ~ , 8" HIGH ry Sy / ALUMINUM y FENCE, TYP. vy ' tq \- Ny we wy 5-3" Ns rial OY Pan\ nob op so " 5'-2" 20'-1 " 25'-10" PROPOSED GAZEBO SECOND FLOOR PLAN SCALE 1/4" = 1'- 0" ISTERN WALL BELOW GAZEBO J 7"X17" CONCRETE COLUMN = PROPOSED PUMP & STORAGE ROOM FLOOR PLAN SCALE 1/4" = 1'- 0" , 10'-9" 25" | 10'-9" , | 4 | | nN Bec N BENCH 5 w L 10'-9" p25" | 10'-9" | PROPOSED ALUMINUM SEAT PLANK 5 SCALE 1/4" = 1'- 0" GENERAL NOTES THESE GENERAL NOTES ARE TO BE USED AS A SUPPLEMENT TO THE CONSTRUCTION DRAWINGS,HEREIN NOTED AS ‘DRAWINGS.’ ANY DISCREPANCIES FOUND AMONG THESE DRAWINGS,SPECIFICATIONS. GENERAL NOTES AND SITE CONDITIONS SHALL BE REPORTED TO THE PROJECT DESIGNER WHO SHALL CORRECT SUCH DISCREPANCY IN WRITING.ANY WORK DONE BY GENERAL CONTRACTOR (G.C.) AFTER DISCOVERY OF SUCH DISCREPANCY SHALL BE DONE AT GENERAL CONTRACTOR'S RISK. THE GENERAL CONTRACTOR SHALL: A. VERIFY AND COORDINATE DIMENSIONS AMONG ALL DRAWINGS PRIOR TO PROCEEDING WITH ANY WORK OR FABRICATION. B. VISIBLY FLAG AND MARK ALL SIDE BOUNDARIES AND AREAS OF IMPACT PROXIMAL TO WORK SITE. C. TAKE RESPONSIBILITY FOR JOBSITE SAFETY,ERECTION MEANS,METHODS AND SEQUENCES, TEMPORARY SHORING, FORM WORK AND BRACING, USE OF EQUIPMENTS AND CONSTRUCTION PROCEDURES. D. PLACE INACCESSIBLE AREA A PLAQUE BEARING PARCEL NUMBERS,ESTATE NAME,OWNER CONTRACTOR AND EARTH CHANGE/BUILDING PERMIT NUMBERS. E. NOTIFY THE DEPARTMENT OF PLANNING AND NATURAL RESOURCES WITHIN 48 HOURS PRIOR TO COMMENCEMENT OF WORK.TELEPHONE. F. VERIFY ALL OPENINGS THRU ROOF,WALLS AND FLOORS WITH MECHANICAL AND ELECTRICAL CONTRACTORS.VERIFICATION OF LOCATIONS, SIZES, LINTELS ARE REQUIRED CONNECTIONS ARE THE GENERAL CONTRACTOR'S RESPONSIBILITY. G. PROVIDE ALL WATERPROOFING, WATER BARRIERS AND WATER STOPS. H. MAKE EVERY EFFORT POSSIBLE TO MINIMIZE SITE DISTURBANCE BEFORE, DURING AND AFTER CONSTRUCTION. THE STRUCTURES HAVE BEEN DESIGNED TO RESIST CODE REQUIRED VERTICAL AND LATERAL FORCES AFTER THE CONSTRUCTION OF ALL STRUCTURAL ELEMENTS HAVE BEEN COMPLETED. STABILITY OF THE STRUCTURES PRIOR TO COMPLETION IS THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR. CONSTRUCTION OBSERVATION BY THE DESIGNER IS FOR CONFORMANCE WITH DESIGN ASPECTS ONLY AND IS NOT INTENDED IN ANY WAY TO REVIEW THE GENERAL CONTRACTOR'S PROCEDURES. POn> CONSTRUCTION NOTES FOOTING 3000 psi SLAB ON GRADE 3000 psi RETAINING WALLS 3500 psi STRUCT. SLABS 3500 psi ALL STRUCTURAL AND FINISHED LUMBER TO BE WOLMANIZED No. 1 DOUGLAS FIR (Fb = 1750 psi). ALL CONSTRUCTION SHALL CONFORM TO THE CABO, THE V.I. CODE AND ALL OTHER APPLICABLE CODES. ALL REINFORCEMENT BARS SHALL BE OF GRADE 60. POURED IN PLACE CONCRETE SHALL ASSUME AN ULTIMATE STRENGTH AT 28 DAYS AS FOLLOWS: 5. THE VARIOUS PORTIONS OF THE STRUCTURE ARE DESIGNED TO CARRY THE FOLLOWING LIVE LOADS: ROOF 20 psf PRIVATE APTS. 40 psf CORRIDORS 60 psf PORCHES 100 psf STAIRS 100 psf 6. THE STRUCTURAL DESIGN OF THE BUILDING IS BASED ON THE FULL INTERACTION OF ALL IT'S COMPONENT PARTS. NO PROVISIONS HAVE BEEN MADE FOR CONDITIONS OCCURRING FROM ANY CAUSE DURING CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR FURNISHING AND INSTALLING TEMPORARY SUPPORTS AND BRACING NECESSARY TO PREVENT ANY INSTALLING TEMPORARY SUPPORTS AND BRACING NECESSARY TO PREVENT ANY INSTABILITIES AND/OR UNDUE STRESS DURING ERECTION. 7. CONTRACTOR SHALL VERIFY ALL FIELD DIMENSIONS AND ELEVATIONS IN THE FIELD.NOTIFY THE ARCHITECT IMMEDIATELY OF ANY FIELD CONDITION UNCOVERED DURING CONSTRUCTION THAT IS NOT CONSISTENT WITH THE PLANS. oe NO FOOTING SHALL BE PLACED IN WATER. UNLESS OTHERWISE NOTED, ALL FOOTINGS SHALL BE CENTERED UNDER SUPPORTED MEMBERS. 0. BACKFILL AGAINST FOUNDATION WALLS INSIDE AND OUTSIDE THE BUILDINGS WITH AN APPROVED GRANULAR MATERIAL PLACED IN 6 INCH HIGH LAYERS AND EACH LAYER COMPACTED TO 95% MODIFIED PROCTOR DENSITY OR AS APPROVED BY THE ARCHITECT ON THE SITE. 11. ALL FOUNDATION WALLS,RETAINING WALLS,AND GRADE BEAMS SHALL BE BRACED DURING THE OPERATIONS OF BACKFILLING AN TAMPING.BRACING SHALL BE LEFT IN POSITION UNTIL PERMANENT RESTRAINTS HAVE BEEN INSTALLED. WALL LEGEND CMU WALL (4" - 6" - 8" - 12") REINF. W/ #4 VERT. @ 24" O.C. & DUROWALL HORIZ. @ 16" 0.C. CONC. WALL THICKNESS AND REINF. AS PER DETAIL | | STUD WALL (2X4 - 2X6) @ 16" 0.C. W/3" SHEETROCK OR CEMENT BOARDS EACH SIDE WINDOW INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS CONC. COLUMN SIZE AND SHAPE VARIES STONE MASONRY WALL THICKNESS 8" MARK | WIDTH | HEIGHT TYPE QTY. REMARKS 1 3-0 9'-0 IMPACT RESISTANT 1 EXTERIOR DOORS ‘An ‘An ALUMINUM EXTERIOR BI-FOLD 2 6'-0 v-0 IMPACT RESISTANT 1 DOORS 3 6'-0 3'-0 IMPACT RESISTANT 1 EXTERIOR DOORS MARK | WIDTH | HEIGHT TYPE QTY. REMARKS 1 1'-6" 6'-0" BI-FOLD 24 IMPACT RESISTANT Ho SOGALE: 1/4 = PROPOSED GAZEBO, PORGH & BLEAGHERS FLOOR PLANS IARNEL INTERNATIONAL P. O. BOX 306115 ST. THOMAS, USVI OO0802 340.244.5649 340.244.5610 HARNELINTERNATIONAL.COM CONTA INTER PERSO INA INTER DAM WARNING THESE PLANS AND THE DESIGNS INED HEREIN ARE THE SOLE PROPERTY OF HARNEL INTERNATIONAL. THESE PLANS MAY NOT BE REPRODUGED WITHOUT THE WRITTEN PERMISSION OF HARNEL NATIONAL. UNAUTHORIZED USE SHALL INVITE A GLAIM FOR COMPENSATION. THE USE BY ANY N OR FIRM OF THESE PLANS OR ANY PART THEREOF SHALL NOT NY WAY SUBUJUEGT HARNEL NATIONAL TO ANY GOST OR AGES FOR ANY ERROR OR OMISSION CONTAINED THEREIN. CG ONSTRUCTION DOCUMENTS FORA GAZEBO & BLEACHER CONSTRUCTION AT: ES CR PARGEL NO. REM. ST. JOHN, USVI TATE GONTANT & ENIGHED UZ BAY QUARTER DATE: 06/12/2022 PROJECT No.: Gvl-O2 SCALE: AS SHOWN DRAWN BY: HAB CHECKED BY: HAB APPROVED BY: HAB REVISIONS No.| DATE REMARKS SHEET 32'-1" 4'-11" 27'-2" 1 "W 5'-3" 4' 3'-3" LV 5'-3" y 3'-3" 3'-8" 1 "4" 3" \ : = 8" CISTERN WALLS \ Fe) ° BELOW TO SUPPORT \ a + LEVEL 1 WALLS ABOV ~ \ 3" @ INLET IN \ pres CISTERN »\ ir —THh CAPACITY: \ ., j [ —HA | 11,268.75 GAL. \ “i, a | U Uy) - 60 | 8" CISTERN WALLS \ =! / re) BELOW TO SUPPORT © 3) " _ _ ‘a / 1 "go" LEVEL 1 WALLS ABOVI A iS — Lt ,_\ ~/ r\ CISTERN SHALL BE SEALED pT [5 4 | WITH 2 COATS OF APPROVED +1 RK | L Tk ELASTOMERIC SEALANT. i A an (£5 1 KA : | | A — "X47" ay 4 Lt Peet \ | CONCRETE / 4 R 4 [7 J = COLUMN, i ae XS A o im @ 8" 0.C. CONT. BOTH / / = Y WAYS 6" SLAB ON GRADE / ° 7 N A 5'-3" \ 42" x 42" CONCRETE ~~ / o J Y ‘z en ——— FOOTING, TYP. ol PK FL | taunomion ¢ 7 2 o o \ Fy é \ \ 9? \ o \ - ah x o Y- xX 3" @ INLET PIPES cn _ 4 " 7 3'-8" 4 "A" 3" 2 7 _! = 7 7 i “ 7 a XX — vo \ UN OVERFLOW PIPESTO \ EXISTING RETAINING WALL \ y rin = = = \ 24 4 \ . y 7 WW 14'-0 1/2" L 12'-10" 5'-2 1/2" a 32'-1" GAZEBO & PORCH FOUNDATION PLAN SCALE 1/4" = 1'- 0" ROOF AREA USED FOR CATCHMENT: 411.70 SF CAPACITY REQUIRED: 6,175.50 GAL (411.70 SF X 15 GAL/SF) CISTERN CAPACITY: 11,268.75 GAL (300.50 SF X 5 FT X 7.5 GAL/CF) TOTAL CISTERN CAPACITY: 11,268.75 GAL 29'-5" =f | 21"x16" BEAM P| | 21"x16" BEAM [ Joh. LJ. L_ > ee en ne ed el en 7 | = py ay 8 Br\ | | = | (Ba) e crvpicaL) | | (Ba) 5 (BS) -24— © | Ney * #4 @ — | JN W) * #4 @ _ | | ra | (TYPICAL) BOTTOM (B5)— [_ pe ical) BOTTOM (TYPICAL) | _ | ~~ 6" SLAB Ne " XK ) #4 TOP [ess] | | #4 TOP [esis] #4 TOP | & ! a | I | 3 ~ 1' l NN] 44'-7" \ creme. #4@12" L L a 11'-7" l 1' ~ 4 | on) © NOTE we 7 @ NOTE | r —_— Lu —_—_— —t+ Bs, ALL TOP STEEL SHALL ! ‘> ! (TYPICAL) ALL TOP STEEL SHALL | J 4 (YP) 0 BE #4 @8"O0.C. L=4 x Sey 0 BE #4 @ 8" OC. L=4 -— fe) SPANEACHSIDEOF | & | (B5 fe) SPAN EACH SIDE OF | “ BEAM UNLESS 7 “ BEAM UNLESS — | * OTHERWISE NOTED. | | 4 * OTHERWISE NOTED. = — | L r —~ —j—} —— — — — — _I L —|- — — J—} —— — — — — _l | | 17"x16" BEAM | 17"x16" BEAM | L— — — — — F —-4-l----- OOO en es — N 29'-5" BLEACHERS ROOF SLAB PLAN (TYPICAL) SCALE 1/4" = 1'-0" ' 8" TH. CONCRETE A 4 4 PORCH FOUNDATION N WALLS BELOW. S = ran gt OS \1'-8" f\ " SLAB (SEE LOWER SLAB PLAN) 1 3°-6 1 = Y S, #3 STIRRUPS @ 6" O.C: #3 TIES @ 14"0.C\1 0% 17" | 0/9 8 #9 VERTICAL A eS S # 8" TH. CONCRETE \3'-0" -_ a <4 — ZN 5 ¥ \ CISTERN FOUNDATION 3-9 a = a i = © : (o) be ; \ \WALL BELOW. \> o J : 4 {7 4] - ig” O -! -' ge CEN p ¢ . , J - ° | - . _! —_ *}— , = _ \ #4 @8"0.C. One L| x A. pa = | SS oO = “ Te co BOTTOM \ st — lo _t Ms _t] ct ~~ (oy _j Ie 4 = VERHEAD BEAM, SEE DETAIL a “= 4 6" SLAB ——* - 4 = [= suas] Tsp = < 6) a. ; cs w ; SN ; Qn % nore AN 3'-9" sn conorers ey tH 3 TIES 3" 0.C. @ L/4 OS Bag OS . ALL TOP STEEL SHALL BE #4 SX PORCH FOUNDATION 4 | a, = PvE pita @s'0C. L=4 SPANEACH WALL BELOW. Ne ee 8) #5 VERTICAL BARS 4 1/\n raAl/h aes eS. 3173" ea vinconat—/ 1-072 416" 4-0/2 BOTTOM - JOYS 3'-6" Us co I ¢ CO vO + el 3 TIES 3"0.C. @L/4 7 5 “ A SE 5 BARS @ 12" 0.C. (EACH @ Ayia izeseot | C4 | COLUMN 1 FOOTING DETAIL 2 8" TH. CONCRETE = # 4 oo) > WAIL BELOW. oo” tf ptt. fe 7 SCALE = 1/2" = 1'-0" NS Nose dep deo, wae Ne) = Qo “ o/ 7 ket w c 3'-6" oTORAGE & PUMP ROOM SLAB PLAN S71 FULL COLUMN SECTION (TYP.) SCALE 1/4" = 1'-0" 7-8" TH. CONCRETE RETAINING WALL. TOP OF WALL TO MATCH EXISTING GRADE. — 97'-5" 17" x 17" CONCRETE COLUMN, TYP: "5" LV 1 1 "7" 1 "5" y 1 1 "7" yl "5" Re es OQ - =f -+— RP aa a = AT yy es shade qh _ TRE pA a il 14 pt 4 a] 1 | if | 9 “fo LG TRY el Eft) a no a ee ee ne eed , A Ltdal yt | mp | r}) Bla CL aN “ id “ 2" x 42" CONCRETE 42"x 42"CONCRETE / | ‘oO = | @ = o s FOOTING, TYP. © | I=} | | | I] | | | | | | | | | [ 41-8" 5'-3" an “o"L [1 3' '"7| ‘b 3' mW _ yn" L St9'l 1 "8" V 9 4 | Ty | |! TT Pye} | / ie [= | | | | eligi ey yCRASS Pe tegl jet fees LL Se DE \ aN Yc1]s1| "5" il} 2' ww 3'-10" il} 3'-1 1" " 3'-1 1" ww 3'-8" ww 2'-1 ww " 1'-5" |~ aa| 4" 57" 5" 4" (TYPICAL) PROPOSED BLEACHERS FOUNDATION PLAN (TYPICAL) SCALE 1/4" = 1'- 0" 29'-5 , [enor LEADER LOCATION RAINWATER LEADER LOCATION ‘ ON NORTH BLEACHER ON SOUTH BLEACHER —" a A : 7 a4 4 ak mn J 4 : : OF . 4 pA) q ‘ J 4 . . J : J A g 4 A A a : : J : v 645... , A a ot [aa] , “J A 4 aa <& J. g . xt . 4 ‘J ‘A . 7] ; ; g- ep) a.) A , wn ; J Y 4" O} F 4. J O;F: 4 Y st a q : z x 4 A . z x : R] A st ~ -a- QI6. g 4 4 28/5 - ~ q o alba . ONO LE s 4 “4.4 “) yo. 4 om | o 4 4. g om | & 4 a 4 aqasyu A. go]u J . Oo | @ 4 4 omme A Te an : : A . A 4 J g . . . Z aA 4 4a A q g © 7 A A J . _ gZ “A A Fi e< 2 — ag "A yg. Loe - 4 . . Lo. a“ AY A 4 4 g 4 y LU a BLEACHERS ROOF PLAN (TYPICAL) SCALE 1/4" = 1'-0" SCALE = 1/2" = 1'-0" SOIL MATERIALS: 1. SATISFACTORY SOIL MATERIAL: ASTM D 2487 SOIL CLASSIFICATION GROUPS GW, GP, GM, SW, SP, AND SM. GRANULAR MATERIAL OR FINE COMPACTIBLE SOIL FREE OF EXCESS MOISTURE, MUCK, ROOTS, SOD, OR OTHER DELETERIOUS MATERIAL WITH ALL ROCK PARTICLES AND HARD EARTH CLODS LARGER THAN 2" IN THE LONGEST DIMENSION REMOVED. 2. UNSATISFACTORY SOIL MATERIAL: ASTM D 2487 SOIL CLASSIFICATION GROUPS GC, SC, ML, MH, CL, OL, OH, AND PT. 3. BACKFILL AND FILL MATERIAL: SATISFACTORY SOIL MATERIAL. 4. DRAINAGE FILL: WASHED, EVENLY GRADED MIXTURE OF CRUSHED STONE, OR CRUSHED, OR UNCRUSHED GRAVEL, ASTM D 448, COARSE AGGREGATE GRADING SIZE No.57: SIEVE SIZE % PASSING BY WEIGHT 43" 100 No.8 0-5 5. FILTERING MATERIAL: EVENLY GRADED MIXTURE OF NATURAL, CRUSHED GRAVEL, OR CRUSHED STONE AND NATURAL SAND: SIEVE SIZE _-% PASSING BY WEIGHT 13" 100 No.50 0-5 FOUNDATION NOTES 1. 2. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. FOUNDATION PLANS, SLAB, ROOF PLANS & DETAILS PROVIDE BORROW SOIL MATERIALS WHEN SUFFICIENT/SATISFACTORY SOIL MATERIALS ARE NOT AVAILABLE FROM EXCAVATIONS. EXCAVATE TO INTENDED ELEVATIONS AND DIMENSIONS SHOWN. IF APPLICABLE, EXTEND EXCAVATIONS A SUFFICIENT DISTANCE FROM STRUCTURES FOR PLACING AND REMOVING CONCRETE FORMWORK, FOR INSTALLING SERVICES AND OTHER CONSTRUCTION, AND FOR INSPECTIONS. FOR FOOTINGS AND FORMWORK: DO NOT DISTURB BOTTOM OF EXCAVATION. EXCAVATE BY HAND TO FINAL GRADE JUST BEFORE PLACING CONCRETE REINFORCEMENT. IF APPLICABLE, PROVIDE AND INSTALL POLYETHYLENE FILM WARNING TAPE, MANUFACTURED FOR MARKING AND IDENTIFYING UNDERGROUND UTILITIES, DIRECTLY ABOVE ANY UNDERGROUND UTILITIES. PLACE BACKFILL AND FILL SOIL MATERIALS IN LAYERS NOT MORE THAN 8 INCHES IN LOOSE DEPTH FOR MATERIAL COMPACTED BY HEAVY COMPACTION EQUIPMENT, AND NOT MORE THAN 4 INCHES IN LOOSE DEPTH FOR MATERIAL COMPACTED BY HAND-OPERATED TAMPERS. PLACE BACKFILL AND FILL SOIL MATERIALS EVENLY ON ALL SIDES OF STRUCTURES TO REQUIRED ELEVATIONS AND UNIFORMLY ALONG THE FULL LENGTH OF EACH STRUCTURE. COMPACT SOIL MATERIALS TO THE FOLLOWING PERCENTAGES OF MAXIMUM DRY UNIT WEIGHT: A. UNDER STRUCTURES, BUILDING SLABS, STEPS AND PAVEMENTS. SCARIFY AND COMPACT TO 12 INCHES OF EXISTING SUB-GRADE AND EACH LAYER OF BACKFILL OR FILL SOIL MATERIAL 95%; B. UNDER WALKWAYS, SCARIFY AND RE-COMPACT TOP 6 INCHES BELOW SUB-GRADE AND COMPACT EACH LAYER OF BACKFILL OR FILL SOIL MATERIAL 92% C. UNDER LAWN OR UNPAVED AREAS, SCARIFY AND RE-COMPACT TOP 6 INCHES BELOW SUB-GRADE AND COMPACT EACH LAYER OF BACKFILL FOR FILL SOIL MATERIAL AT 85%; D. FOR UTILITY TRENCHES, COMPACT EACH LAYER OF INITIAL AND FINAL BACKFILL SOIL MATERIAL AT 85%. UNIFORMLY GRADE AREAS TO A SMOOTH SURFACE FREE FROM IRREGULAR SURFACE CHANGES. COMPLY WITH COMPACTION REQUIREMENTS AND GRADE TO CROSS SECTIONS, LINES AND ELEVATIONS INDICATED. SLOPE GRADES TO DIRECT WATER AWAY FROM BUILDINGS AND TO PREVENT PONDING. REMOVE SURPLUS SATISFACTORY SOIL AND WASTE MATERIAL, INCLUDING UNSATISFACTORY SOIL, TRASH AND DEBRIS AND LEGALLY DISPOSE OF IT OFF OWNER'S PROPERTY. MATERIALS USED TO PRODUCE CONCRETE SHALL COMPLY WITH ACI 318. FABRICATE AND PLACE STEEL REINFORCEMENT ACCORDING TO CRSI'S "MANUAL OF STANDARD PRACTICE". BOTTOM REINFORCEMENT IN FOOTINGS SHALL BE LOCATED A MINIMUM OF 3 INCHES CLEARANCE FROM THE BOTTOM OF THE FOOTING. ALL EXTERIOR FOOTINGS SHALL BE PLACED AT LEAST 12 INCHES BELOW THE UNDISTURBED GROUND. THE TOP SURFACE OF THE FOOTINGS SHALL BE LEVEL, THE BOTTOM SURFACE OF FOOTINGS SHALL NOT HAVE A SLOPE EXCEEDING ONE UNIT VERTICAL IN 10 UNITS HORIZONTAL. FOOTINGS SHALL BE STEPPED WHERE IT IS NECESSARY TO CHANGE THE ELEVATION OF THE TOP SURFACE OF THE FOOTINGS OR WHERE THE SLOPE OF THE BOTTOM SURFACE OF THE FOOTINGS WILL EXCEED ONE UNIT VERTICAL IN TEN UNITS HORIZONTAL. CONCRETE AND MASONRY FOUNDATION WALLS SHALL EXTEND ABOVE THE FINISHED GRADE ADJACENT TO THE FOUNDATION AT ALL POINTS A MINIMUM OF 6 INCHES. BACKFILL SHALL NOT BE PLACED AGAINST A FOUNDATION WALL UNTIL THE WALL HAS SUFFICIENT STRENGTH AND HAS BEEN ANCHORED TO THE FLOOR ABOVE, OR HAS BEEN SUFFICIENTLY BRACED TO PREVENT DAMAGE BY THE BACKFILL. REINFORCING STEEL SHALL HAVE A MINIMUM YIELD STRENGTH OF 60 KSI (GRADE 60). STEEL REINFORCEMENT FOR FOUNDATION WALLS SHALL HAVE CONCRETE COVER IN ACCORDANCE WITH ACI 318. DRAINS SHALL BE PROVIDED AROUND ALL CONCRETE OR MASONRY FOUNDATIONS THAT RETAIN EARTH AND ENCLOSE HABITABLE OR USABLE SPACES LOCATED BELOW GRADE. DRAINAGE TILES, GRAVEL, OR CRUSHED STONE DRAINS, PERFORATED PIPE OR OTHER APPROVED SYSTEMS OR MATERIALS SHALL BE INSTALLED AT OR BELOW THE AREA TO BE PROTECTED AND SHALL DISCHARGE BY GRAVITY OR MECHANICAL MEANS. FOUNDATION WALLS THAT RETAIN EARTH AND ENCLOSE HABITABLE OR USABLE SPACES LOCATED BELOW GRADE SHALL BE WATER PROOFED FROM THE TOP OF THE FOOTING TO THE FINISHED GRADE. SCALE: 1/4" = 1' -O HARNEL INTERNATIONAL P.O. BOX 306115 ST. THOMAS, USVI OO0802 T: 340.244.5649 co: 340.244.5610 HARNELINTERNATIONAL.COM WARNING THESE PLANS AND THE DESIGNS CONTAINED HEREIN ARE THE SOLE PROPERTY OF HARNEL INTERNATIONAL. THESE PLANS MAY NOT WRI INT BE REPRODUCED WITHOUT THE TTEN PERMISSION OF HARNEL ERNATIONAL. UNAUTHORIZED USE SHALL INVITE A GLAIM FOR COMPENSATION. THE USE BY ANY PERSON OR FIRM OF THESE PLANS OR ANY PART THEREOF SHALL NOT IN ANY WAY SUBJECT HARNEL INTERNATIONAL TO ANY COST OR DAMAGES FOR ANY ERROR OR OMISSION CONTAINED THEREIN. CONSTRUCTION DOCUMENTS FORA GAZEBO & BLEACHER CONSTRUCTION AT: ESTATE CONTANT & CRUZ BAY QUARTER PARGEL NO. REM. ENIGHED ST. JOHN, USVI DATE: 06/12/2022 PROJECT No.: Gvl-O2 SCALE: AS SHOWN DRAWN BY: HAB CHECKED BY: HAB APPROVED BY: HAB REVISIONS No.| DATE REMARKS SHEET #4 BARS @ 8” o.c. (typ) --#4 BARS @ 12” o.c. (typ) 8” OR 1274 8” OR 12” #4 BARS @ 8” o.c. (typ) Nba BARS @ 12” o.c. (typ) NOTE: STAGGER SPLICE IN STRAIGHT SECTIONS OF WALLS. CONCRETE WALL DETAIL AT CORNER D1 SCALE NTS 3” | | #4 BARS @ 8” o.c. (typ) — NA #4 BARS @ 8” o.c. (typ) — . . 9 #4 BARS @ 12” o.c. (typ) \ \\ | at | | | — 3-0) - 9 L#4 BARS @ 8” o.c. (typ) ine) L_#4 BARS © 8” oc. (typ) ! 8” OR 12” CONCRETE WALL DETAIL AT INTERSECTION D2 SCALE NTS STRUGTURAL DETAILS 8" OR 10" OR 12" —, 2 COATS OF eee COVE BASE CONT: q | #5 DWLS. @ 8" 0.C. ALT. BEND L = 5'-0" 5 VERT. CONT. @ 8" O.C. 5 @ 8" 0.C. HORIZ.. y, ane WATER STOP, #4 @ 8" 0.C. con \ 4 ta TYPICAL @ CISTERN Ke, F 2 oh Q Q 2. te — =| | 36" \ 7 3 EA. #5 CONT. W/ UNDISTURBED SOIL COMPACTED TO 95% MAX. DENSITY #5 @18" 0.C. L = 2'-6" FOOTING DETAIL AT F1 \ CISTERN PARTITION WALL (F1) \6/ SCALE = 1/2" = 1'-0" 8" TH. STONE WALL el om fo} #5 DWLS. @ 8" 0.C. Va ALT. BEND L = 5'-0" [ol VOX #5 @ 8" O.C. HORIZ.. q ae FILL COMPACTED oe 95% MAX. DENSITY 4 #5 BARS @ 8" O.C. \~ — (3) #5 CONT. REINF. BARS— | 36" or} UNDISTURBED SOIL EVENLY SPACED FOOTING DETAIL AT (F3\ STONE FOUNDATION WALL Q 6) SCALE 1/2" = 1'-0" #5 DWLS. @ d 8" 0.C. ALT. BEND L = 5'-0" 4a VERT. CONT. @ 8" O.C. SEE SLAB aN #5 @ 8" 0.C. HORIZ.. 6 MIL. ponvetHyuene_“#ll VAPOR BARRIER TYP. FILL COMPACTED T 95% MAX. DENSITY (3) #5 CONT. REINF. BARS—“ | 36" a #5 BARS @ 8" 0.C. nn, wa oD \~ — EVENLY SPACED = S}-UNDISTURBED SOIL 6 SCALE 1/2"=1 (F5 \ FOOTING DETAIL 6) "9" a VERT. CONT. @ 8" O.C. 8" OR 10" OR 12" #5 DWLS. @ 8" O.C. ALT. 2 COATS OF ToReseA BEND L = 5'-0" #5 @ 8" O.C. VERT: 2" KEY CONT. COVE BASE cont NV VINYL WATER STOP, TYPICAL @ CISTERN #4 @ 8" O.C. CONT. d o ~ 6" v) 36" E 6 EA. #5 CONT. ZL, W/ #5 @18" O.C. NDISTURBED SOIL L = 2'-6" COMPACTED TO 95% MAX. DENSITY FOOTING DETAIL AT F2 \ CISTERN FOUNDATION WALL 6) SCALE 1/2" = 1'-0" #4 @ 8" 0.C. CONT. = | A A NS A = 7 fe} fe} fe} fo} Qa T) 36" 7-4 6 EA. #5 CONT. W/ #5 @18" O.C. L = 2'-6" ZL, NDISTURBED SOIL COMPACTED TO 95% MAX. DENSITY (F4\ SLAB ON GRADE EDGE DETAIL 6) SCALE 1/2" = 1'-0" #5 DWLS. @ d La 8 O.C. ALT. 4] BEND L = 5'-0" a VERT. CONT. @ 8" O.C. SEE SLAB oN #5 @ 8" O.C. HORIZ.. . | | = = L_ Ps o o o L_ A > : IN #4 VERT. REINF. BAR IN 6 MIL. POLYETHYLENE eT GROUT FILLED CELLS VAPOR BARRIER TYP. Le #5 BARS @ 8" O.C. FILL COMPACTED T WA =1 oO — ° oe, -! 95% MAX. DENSITY Lv wa (3) #4 CONT. REINF. Bars—~ | 36" | =} UNDISTURBED SOIL EVENLY SPACED SCALE = 1/2" = 1'-0" /F6 \ FOOTING DETAIL \6/ SGALE: 1/2 = HARNEL INTERNATIONAL P.O. BOX 306115 ST. THOMAS, USVI OOS02 T: 340.244.5649 Cc: 340.244.5610 HARNELINTERNATIONAL.COM WARNING THESE PLANS AND THE DESIGNS CONTAINED HEREIN ARE THE SOLE PROPERTY OF HARNEL INTERNATIONAL. THESE PLANS MAY NOT BE REPRODUGED WITHOUT THE WRITTEN PERMISSION OF HARNEL INTERNATIONAL. UNAUTHORIZED USE SHALL INVITE A GLAIM FOR COMPENSATION. THE USE BY ANY PERSON OR FIRM OF THESE PLANS OR ANY PART THEREOF SHALL NOT IN ANY WAY SUBJECT HARNEL INTERNATIONAL TO ANY COST OR DAMAGES FOR ANY ERROR OR OMISSION CONTAINED THEREIN. CONSTRUCTION DOCUMENTS FORA GAZEBO & BLEAGHER CONSTRUCTION AT: PARGEL NO. REM. ESTATE CONTANT & ENIGHED CRUZ BAY QUARTER ST. JOHN, USVI DATE: O6/1 2/2022 PROJEGT NO.: GVI-02 SGALE: AS SHOWN DRAWN BY: HAB CHECKED BY: HAB APPROVED BY: HAB REVISIONS REMARKS No.| DATE SHEET HEAVY DUTY 200 AMP — SURFACE MOUNTED METER APPLIANCES SCHEDULE BASE UNDERGROUND TYPE hy 11'-0" of eiceronr | MARK | PRODUCT TYPE |PRODUCT SIZE] PRODUCT COLOR | QTY.| PRODUCT PICTUR CONCRETE ONCRETE | CORNICE 4" CORNICE 4" 3" SLIP _ | METER RISER REFRIGERATOR 97" WIDE STONE —\ ce —ALUMINUM STEPS— STONE SUPPORT = CONDUIT _ STAINLESS STEEL 53 CU. FT SILVER 1 -| oS =) | 2 REQUIRED SINGLE DOOR ZZ oO C : | GRADE CONDUIT Ul | 74d ee 2 FREEZER 7 lass p10. Box 306115 N x S_2'-3" | > FINAL GRADE - 2 <B> ST. THOMAS, USVI a “ON ay level 0 ; NAL RADE TEMPERATURE | 3:0000 CU. FT. SILVER 1 DOBoOe LETONE WALL BELOW ALUMINUM STEPSS Q' - 0" = ee OKEE fp T: 340.244.5649 “| SELF-MODULATING HARNELINTERNATIONAL.COM SERVICE LATERAL TRENCH 2.54 GPM TANK & CONDUIT BY CUSTOMER, 3 > LESS ELECTRIC 13 KW. GREY ' WARNING CONDUCTOR (WIRE) INSTALLED BY A LICENSED ELECTRICIAN MINIMUM 36" RADIUS SWEEP WATER HEATER THESE PLANS AND THE DESIGNS OR CHELAN PUD Se PROPERTY OF HARNEL W1 STONE WALL DETAIL AT EACH SIDE OF BLEACHERS HORIZONTAL WELL INTERNATIONAL, THESE PLANS MAY SCALE 1/2" = 1'-0O" WRITTEN PERMISSION OF HARNEL G5, |METER BASE DETAIL <0» ware yp) | 20GAL BLUE 1 NIERRATGRAL UNAUTHORISED SCALE 4/2" _ 1'-0" COMPENSATION. THE USE BY ANY OR ANY PART THEREOF SHALL NOT 3 STAGE WHOLE INTERNATIONAL TO ANY COST OR FLASHING - OMISSION CONTAINED THEREIN. METAL SLEEVE SCUPPER @ SE CORNER OF ROOF ; HOUSE WATER 10'-8" GAF TOPCOAT ACRYLIC ELASTOMERIC MEMBRANE a + <> FILTRATION 9-6 PEOPLE BLUE 1 CONSTRUGTION [ = 1/4" PER FOOT SLOPE TO SYSTEM DOCUMENTS FORA ALUMINUM | 2'-0" 4-4" 44" 4a" 44" qq" da" gg" 44" SCUPPER IN SE CORNER io GAZEBO & BLEACHER SEATS — al ALUMINUM — 0. CONSTRUCTION AT: | | |__| Ses ne SEATS PIPE DRAIN IN WALL PARGEL NO. REM. = =A Cd ESTATE CONTANT & + QBN \ WAI / CRUZ BAY QUARTER <1 Ar Ed 3 ¢ ST. JOHN, USVI Ay BN GG CONC. ROOF DETAIL @ PRESS BOX \ O vA i | ' " \ / =} Javel 0 SCALE 1/2" = 1'-0 DATE: 06/12/2022 So V \\/ en PROJECT No:: Gvl-oO2 STONE WALL BELOW ALUMINUM SEATS 0'- 0 SCALE: AS SHOWN 10'-8" STAIR SUPPORT DRAWN BY: HAB a yj / o0.uni R=2.5" CHECKED BY: HAB 7 “ ALUMINUM APPROVED BY: HAB a 7 - FENCE 4! 2 7/8" O.D. LINE POST @ 8' O.C. 2" SCHEDULE 40 GALVANIZED STEEL TOP RAIL Wag | 3" SCHEDULE 40 GALVANIZED creet—\, TOP RAIL WIRES @24" 0.C. THE FENCE GAUGE SHOULD BE 9 REVISIONS | aon TERMINAL POST SPACED 8' APART = j- / S | VW? STONE WALL DETAIL AT MIDDLE OF BLEACHERS a a] POST TIE WIRES oy i I I /\ 1. id 1 | 1 No. | DATE REMARKS SCALE 1/2" = 1'-0" 7 j @15"0C. a Hq A nl in _ LS STRETCHER BAR | SD 2" SCHEDULE 40 GALVANIZED NX - | oe STEEL BOTTOM RAL \ a ROPOSED HOOK BOLTS (TYP) = 4 © nll CONCRETE SLOPE CONCRETE all | | a 6" SLAB FOR DRAINAGE (TYP) S SEE SITE m AN rer ovewsowe SONTINUQUS ee IN 4500 PSICONCRETE— \ \ 12" TOPSOIL 7 | 2) ULL-STEP SPIRAL _ ) y (TYPICAL LANDSCAPE AREA) 6" CONCRETE WALK (BOOM FINISH) oa CONCRETE STAIRS N \ / WITH seen ey co sone 6" +" EASED EDGE |__| 7 RISER 8 169/256": | SHEET | | ry} oo TREAD 6 109/128" x SSS © qi oy S|. + io] = —_ + | & = 2 5 6" COMPACTED GRAVEL | SUB-BASE ( / — S?2 TYPICAL SIDEWALK DETAIL S3 SPIRAL STAIR DETAIL S4 WIRE MESH FENCE DETAIL SCALE = 1/2" = 1'-0" SCALE = 3/8" = 1'-0" SCALE = 1/2" = 1'-0" STRUCTURAL DETAILS & APPLIANGES SOGOHEDULE SCALE: 1/2" = 1'-o" TOP BEAM 29'-8 REINFORCEMENT — 4-1" " 5'-4" 2'-2" 6-10" , 21'-4" CANTILEVER TOP TRANSVERSE | = REINFORCEMENT BARS (B3) (TYPICAL) “ ADJACENT SLAB BOTTOM aa eee af eee REINFORCEMENT BARS 0 moos K 46% ee A ADJACENT SLAB BOTTOM CANTILEVER TOP LONGITUDINAL io tH vypicaL (B3) /v X s TRANSVERSE ry [esos 77’ ‘Taal @ Gy van SACK Fes] OE REINFORCEMENT BARS 'U SHAPED - HAIRPIN’ IARNEL / [6" SLAB | SLAB 2% \ NO Xs, a, =) s air ie Ly / wore Van YR ele SUPPORTING BEAM a [ 8" | ASPER INTERNATIONAL +. — — y TEMP (TYPICAL) a ; pete: at Geoctrsmecn \ PPK Ne 4 (63) BOTTOM BEAM REINFORCEMENT mean P.O. BOX 306115 re a ou SIDE OF BEAM UNLESS = <4 D BS 2 = | a ui] fo[ __ OTHERWISE NOTED. gl ST. THOMAS, USVI 3 ! ee i ’ ‘2 wns & : ROOF SLAB REINFORCEMENT DETAIL AT EAVE oo0so2 TEMP. #4@12" o a © WALLS BELOW. ay = SCALE 4" = 4'-0" e" TH, CONCRETE “ * am atop _<"* ~ T: 340.244.5649 POR' yet \ | ; — = ‘Cones t ADDITIONAL TOP REINFORCEMENT — G: 340.244.5610 \—e L vvptca mca} \}-\ ; SAME SIZE AS REQUIRED TOP = Se as ; (Bho 2&7 wore * REINFORCEMENT HARNELINTERNATIONAL.COM ms L 9-2 Zs aoe V7 EN temp, ALLTOP STEEL |9 ol ; ip aN gy Mer SHALL BE #4 @ al 7 on . » ‘ \S y oF BEAN UNLESS OTHERWISE (B3) WARNING #4 @ 8" 0.C. > / . E (TYPICAL) REQUIRED TOP / THESE PLANS AND THE DESIGNS porto sen cononere aa g SUPPORT SLAB CONTAINED HEREIN ARE THE SOLE fo PROPERTY OF HARNEL BELOW. — SL oe, REINFORCEMENT INTERNATIONAL. THESE PLANS MAY Tyeroal) (B3) >> 47 ie NOT BE REPRODUCED WITHOUT THE = 7 WRITTEN PERMISSION OF HARNEL TEMP. Oo, SLAB g TH. INTERNATIONAL. UNAUTHORIZED \ mare 4 (2,) NOTE [sve] yy PORCH WALL © 94-4 B3 ) vaca USE SHALL INVITE A CLAIM FOR ; vm concrere LL ALL TOP STEEL SHALL BE #4 on BOTTOM SLAB COMPENSATION. THE USE BY ANY ai . OTHERWISE NOTED. REINFORCEMENT IN ANY WAY SUBJECT HARNEL © BOTTOM SLAB INTERNATIONAL TO ANY COST OR LONGITUDINAL DAMAGES FOR ANY ERROR OR REINFORCEMENT — OMISSION CONTAINED THEREIN. i CONSTRUCTION Ke) vom : GAZEBO LOWER ROOF SLAB PLAN ROOF SLAB REINFORCEMENT DETAIL AT RIDGE DOCUMENTS FORA BELOW. SCALE 1/4" = 1'- 0" SCALE 4" = 1'-0" GAZEBO & BLEACHER CONSTRUCTION AT: 12'-7 1/2" | 10'-11 1/2" 6-1" PARGEL NO. REM. 28 eee re Trenance eT GHED = —Pa fp __¢3) a5 REINE. BARS TOP_——— TT = = ~_ (4) #5 REINF. BARS TOP CRUZ BAY QUARTER RRNA Yh si aR ST. JOHN, USVI GAZEBO & PORCH FIRST FLOOR SLAB PLAN 43% be J] 14s stirrups @6'0.c-——_| as) = 45 4 \ #3 STIRRUPS @ 6" 0.C. ; , SCALE 1/4"= 1-0 Os eta Sees com) [DATE: 06/12/2022 PROJECT NO.: GV1I-0O2 vss (B1>\ BEAM DETAIL (B2>\ BEAM DETAIL /B4>\ BEAM DETAIL |scace: AS SHOWN at" — aie" 22 7 SCALE = 1/2" = 1'-0" 7 SCALE = 1/2" = 1'-0" 7 SCALE 1/2"=1'-0" |DRAWN BY: HAB (B3) (TYPICAL) 6" WIDE CONCRETE nN lr WIDE ORNAMENTAL ROOF EDGE CHECKED BY: HAB APPROVED BY: HAB (TYPICAL) CONCRETE ROOF: si a 7" —_|— A ~ _ CONCRETE ROOF b 2 = by ~N ~ [~ SLAB PLAN FOR SLAB REINFORCEMENT Ts SLAB PLAN FOR SLAB R EV | S | 0D N S -! Y N NG REINFORCEMENT © 2 | = J = a No.| DATE REMARKS KK 3% © DN a ° ° ° ° a = 4 PSE" _(3) #5 REINF. BARS TOP [wsseeton ax / on} & \ ye ~ eS ; ) woe} \ Yo fp 4 = r= || “443 sTIRRUPS @ 6" 0.C. 4s Nore TYPICAL / OF] § \ #3 STIRRUPS @ 6" 0.c_/ wee TRF eal ALL TOP STEEL SHALL BE #4 mrical) ) DD| x c \ gr SIX (6) #5 REINF. BARS 3) #5 REINF. BARS in @8"0.C. L=4} SPANEACH B3) S R10" AS SHOWN BOTTOM (AS SHOWN) (2 18 ( ye SIDE OF BEAM UNLESS ey / \ veuP tae 3} | °|s a | OTHERWISE NOTED. SLOPED CONCRETE SN /s1 SLOPED CONCRETE . MoM" #4 TOP % 4 @ 8° 0.C. BOTTOM UPPER SLAB, UPPER SLAB al Secor ‘ ad HE —_i\)) , /B3» /B5 » “| % ye 2°-3 At “ “ ROOF PITCH 1:2 “TL. >] ROOF PITCH 1:2 > “ B3 BEAM DETAIL BS BEAM DETAIL Q = i nw 4rqu we 4rqu (eS) ome & | Oley Nhe: \.7_/SCAE 1/2" = 1'-0 \7_/SCAE 1/2" = 1'-0 vas AT a7 + (TYPICAL) ; YS a, E a) S "At KO oF +e) , * Vv a I <\ (TYPICAL) \2 A = ow} a NOTE 6-4" ; a] ay 33) SE) Me . 5. SHEET : wN Neg WA i fo) ALL TOP STEEL SHALL J X ~ EN / \7 \ oO 4 BE #4 @8"0.C. L=} Sy a NY, | BEAM UNLESS "TH. STONE ’ / "3 ‘ ° OTHERWISE NOTED. [os BELOW: Bh | —TEMP. #4@12 — — 8'x16"BEAM —— ; (TYPICAL) ( B3) TTT Tv a ND SR : : 7 5 “7 So NOTE co (B3) (TYPICAL) Vie q [suse] / in ALL TOP STEEL SHALLBE 4'4" 241-2" VY 22! MOUNTED ; | | BOC. BOTTOM EAGH SIDE OF BEAM UNLESS Cann HVAC Top BOTTOM OTHERWISE NOTED. 25'-10 CONDENSER in Fo | i = #4 TOPI RI! x om GAZEBO STAIR ee yd Ba) a % (TYP.) GAZEBO SECOND FLOOR SLAB PLAN GAZEBO ROOF PLAN ROOF SLAB PLAN se EAI SCALE 1/4"=1'-0" SCALE 1/4"=1'-0" SCALE 1/4"=1'-0" FLOOR SLAB PLANS, ROOF PLAN & DETAILS \ TH. STONE / WALLS BELOW > A 6'-4" GAZEBO UPPER ROOF SLAB PLAN SCALE 1/4" = 1'-0" SCALE: 1/4" = 1'-0' * 8 * 3 HIGH PERFORMANCE GLASS BLOCKS * 8 * 3 HIGH PERFORMANCE GLASS BLOCKS BY VISTABRIK OR EQUAL, COLOR CLEAR BY VISTABRIK OR EQUAL, COLOR CLEAR 8" * 8" CONCRETE COLUMNS 8" * 8" CONCRETE COLUMNS _ Topdomelevel NN Top dome level a Fel 24 - 8" " " ] 24 _ 8" Re) | | CONCRETE 4" ROOF CONCRETE 4" ROOF: A R ~\ Dome level ee Dome level = ist N FE L = OMI RULE eT : Se OME eve , a 23'-0 e 23'-0 INTERNATIONAL CONCRETE HORIZONTAL ea Se + CORNICE 12" 46" CONCRETE BEAM 16" CONCRETE BEA ONCRETE HORIZONTAL yt CORNICE 12" P.O. BOX 306115 J 4S Top level 2 Top level 2 ay ST. THOMAS, USVI | MBN. Toplevele . Ce ow Pop tovele _ i: 19'- 0 = 1 CONCRETE COLUMNS : a 19'- 0 OO802 — T CONCRETE a, ——— STONE WALL L yy P a pe eel nee _ ain I THREE PIECE WINDOW NS qh) / \ |e | ToT 4+ TURNTILT T: 340.244.5649 © = ant | | © G0 Ly ail % Cee HARNELINTERNATIONAL.COM _ THREE PIECE ih : op WINDOW TURN TILT——_| \ / 9 + || || i 0" 16" CONCRETE BEA || = ~ \ / rl 16" CONCRETE BEAM q WA R N | N G R , _Toplevelt I =— — — Se he | es Hh — et A ee a ae | Top level 1 — TN _ 10'- 6" FS SS 10'- 6" S THESE PLANS AND THE DESIGNS — —S= 17" * 17" CONCRETE — —= CONTAINED HEREIN ARE THE SOLE = a — -ibiot COLUMNS 17" * 17" CONCRETE AS -— 7 | _-BLECTRICAL METER Ae ey ne te j INTERNATIONAL. THESE PLANS MAY ULTIMATE CASEMENT / \ LH COLUMNS ULTIMATE CASEMENT NOT BE REPRODUCED WITHOUT THE BOW -4 WIDE ————__ / \ ~ a iv pe BOW - 4 WIDE WRITTEN PERMISSION OF HARNEL i |] l L | HI I. A cL INTERNATIONAL. UNAUTHORIZED 5 WIPE 4 NN = 5 USE SHALL INVITE A CLAIM FOR S 7 \ / CONCRETE sy + ms COMPENSATION. THE USE BY ANY = l ONCRETE HORIZONTAL Le ; S PERSON OR FIRM OF THESE PLANS \ / AN CORNICE 4" NOnKCe an ~ r4" CONCRETE PAD OR ANY PART THEREOF SHALL NOT | HL] || i} LL | | | a IN ANY WAY SUBJECT HARNEL ; 7 re) ~* INTERNATIONAL TO ANY COST OR 4" CONCRETE PA DAMAGES FOR ANY ERROR OR - - OMISSION CONTAINED THEREIN. 5 level 0 N (i : | J level 0 ay CONSTRUCTION @S levelO See RoR CASE SASS As ReAe SMe eA chil 1 Kk =ap!= —ees eee ee 4 es ee _ 0'- 0" 0'- 0" DOCUMENTS FORA SHDING DOOR ENCING GATE GAZEBO & BLEACHER REAR ELEVATION a—e———erereee A SCALE 1/4" =1'-0" B SCALE 1/4" =1'-0" PARGEL NO. REM. ESTATE GONTANT & ENIGHED CRUZ BAY QUARTER ST. JOHN, USVI DATE: 06/12/2022 5-7" * 8* 3 HIGH PERFORMANCE GLASS BLOCKS 5-7" * 8 * 3 HIGH PERFORMANCE GLASS BLOCKS PROJECT No:: Gvi-o2 BY VISTABRIK OR EQUAL, COLOR CLEAR BY VISTABRIK OR EQUAL, COLOR CLEAR SGALE: AS SHOWN "* 8" CONCRETE 8" * 8" CONCRETE . _ COLUMNS COLUMNS DRAWN BY: HAB eT, PO . TOR Come TEVET, _ BY, Topdometevell ee, ee CHECKED BY: HAB 1 24' - 8" 50 50 24' - 8" 4 = CONCRETE 4" ROOF (=) Dome level = =| Dome level CONCRETE 4" ROOF APPROVED BY: HAB ee BEE A NS, Dome level oe a _ Dome lever Re Co , 23' - 0" 23' - 0" 12 12 Ne _ _ 8 *8* 3 HIGH PERFORMANCE GLASS BLOCKS 6b vt vt BY VISTABRIK OR EQUAL, COLOR CLEAR REVISIONS TS Top level 2 R Top level 2 No. DATE REMARKS Nf FOP. eo - t po tee ey 17" * 17" CONCRETE “aN ne qzn 1 _— COLUMNS i — — =) = 1 —CONCRETE HORIZONTAL 17" * 17" CONCRETE _—— = ae — SSeei ONCRETE HORIZONTAL il i CORNICE 12" COLUMNS —————~_ CORNICE 12" MK THREE PIECE HT co co , WINDOW TURN TILT | THREE PIECE TT = = WINDOW TURN rt L N N Be qL Ll se, ee ce eee poe RRS, COLUMNS n=l — IE ONCRETE HORIZONTAL COLUMNS = =Fpni COR a ONTAL ULTIMATE CASEMENT ie CORNICE 12 ULTIMATE CASEMENT ~~ BOW - 4 WIDE ——_— L | BOW - 4 WIDE } SHEET TN fo fo | CONCRETE WN =) o HORIZONTAL JH u STONE WALL CORN gt ONTAL ml| STONE WALL CORNICE 4" TL || mie oO || WL a a) i ———— a A & Co , level 0 _ , level 0 o'- 0" C SCALE 1/4" = 1'- 0" D SCALE 1/4" = 1'- 0" GAZEBU EXTERIOR ELEVATIONS SCALE: 1/4" = 1'-0" 8" * 8" CONCRETE COLUMNS _Topdomelevel NN = 2A' - 8" A T T ac op 8 CONCRETE 4" ROOF. “| | | | - / 46" * 12" CONCRETE BEAM ~\ Dome level fae |_| LL a | | (MBN Domelevell OO RHEE 23'- 0" A 12 = 8" GLASS BLOCK HOLLOW 6b 46" CONCRETE BEAM R Top level 2 I ee ey S SG 17" * 17" CONCRETE IL ~~ | Jb ONCRETE HORIZONTAL COLUMNS | > I CORNICE 12" - THREE PIECE WINDOW Tit = TURN TILT 2 | —————ALUMINUM FENCE 3' ™ [1] a | ft wi 16" * 12" CONCRETE oN lal | 4 | H aim CONCRETE f _ Foplevelg pe iM Aa Lola! ee ; 10'- 6" ™~ en oo iy 47" * 17" CONCRETE || [ees Lk = COLUMNS = : 11 ENCING GATE ULTIMATE CASEMENT NN — SLIDING DOOR BOW - 4 WIDE Dine = ULL-STEP SPIRAL . _~ roo CONCRETE STAIRS 2 STAIR SUPPORT l _ RISER 8 169/256": = COLUMN R=2.5" ~~ I TREAD 6 109/128" 1 aa STONE WALL CONCRETE = HORIZONTAL ISA I CORNICE 4" pL — a ROPOSED CONCRETE Pee ENTRANCE PAD & | level 0 STEPS 6" SLAB PM‘ eve O Np Q' - Qo" - | | i a eo ee ee ee <—GR====s+ — CISTERN \ ONC. BEAMS Fo WATER LEVEL ite) SECTION A-A SCALE 1/4"= CONCRETE HORIZONTAL CORNICE 4" \ N N = 36" HIGH ALUMINUM RAILING 6" TH. CONCRETE PORCH SLAB / 1'- 0" N oo) "TH. CONCRETE CISTERN COVER SLAB 4 771 PUMP & STORAGE ROOM 3'-6" 5' WIDE WALKWAY oe) clo ob ofo of level 0 R | Q' - o" CON FINISHED GRADE & | finished grade level -3' - 6" 8" TH. CONCRETE CISTERN WALL CISTERN "TH. CONCRETE CISTERN BASE SLAB LUN SECTION C-C C SCALE 1/4"= 1'- 0" GAZEBO & PORGH SECTIONS 4-14" 4 8" * 8" CONCRETE COLUMNS ONCRETE HORIZONTAL CORNICE 12" ROPOSED CONCRETE 4" SLAB 5 A 12 Se COLUMN R=2.5" i y —_ = WINDOW TURN TILT. line ALUMINUM FENCE oN | aN Ty [om 16" CONCRETE oN | Low oon = LoL my HE CI “| | a FENCE 4' CONCRETE COLNE a , a | af a Lo 12" CONCRETE BEAM THREE PIECE Ha eo | — —- Sa SUPPORT [Tin ___d Ay IN] SS rf | —-s ‘eer I — 17" * 17" CONCRETE ULL-STEP SPIRAL COLUMNS i oo is ; , F rin) bes T CONCRETE STAIRS IN qT RISER 8 169/256"; ULTIMATE CASEMENT | / \ M TREAD 6 109/128" BOW - 4 WIDE IK IN Mt CONCRETE HORIZONTAL in \ / CORNICE 4" ) \ / | L R | TIO i” | CISTERN \ > WATER LEVEL vi onc.peaus! | 5! CISTERN Top dome level 23! _ 0" _ Top level 2 . 419' - Qo" Lo CONCRETE 6" SLAB 8" GLASS BLOCK HOLLOW | Top level 1 STONE WALL it | a OPOSED CONCRETE 6" SLAB _ , level. ; o'- 0" 8'-6" 1 o'-6" 6'-6" 31 "go" SECTION B-B SCALE 1/4" = 1'-0" \ AREA 8-67 TOOL PLAY GROUND OUTLET- Ss A PERFORATED END CAP & MESH a OF THE PVC OVERFLOW LINES TO ey Hl hi i PROTECT THE WATER QUALITY. a ) ye iN AS CISTERN INLET AND OVERFLOW LOCATIONS SCALE 1/8" = 1'- 0" SGALE: INU N & i ‘ _ S25° 49' 15" Up a 9.31" 912° 05' 38" —™—j ™ 1/4° HARNEL NTERNATIONAL P.O. BOX 306115 ST. THOMAS, USVI OO0802 T: 340.244.5649 co: 340.244.5610 HARNELINTERNATIONAL.COM WARNING THESE PLANS AND THE DESIGNS CONTAINED HEREIN ARE THE SOLE PROPERTY OF HARNEL INTERNATIONAL. THESE PLANS MAY NOT BE REPRODUGED WITHOUT THE WR ITTEN PERMISSION OF HARNEL INTERNATIONAL. UNAUTHORIZED USE SHALL INVITE A GLAIM FOR COMPENSATION. THE USE BY ANY PERSON OR FIRM OF THESE PLANS OR ANY PART THEREOF SHALL NOT IN ANY WAY SUBJECT HARNEL INTERNATIONAL TO ANY COST OR DAMAGES FOR ANY ERROR OR OMISSION CONTAINED THEREIN. D CONSTRUCTION OCUMENTS FORA GAZEBO & BLEACHER CG ONSTRUCTION AT: ESTATE CONTANT & CRUZ BAY QUARTER PARGEL NO. REM. ENIGHED ST. JOHN, USVI DATE: 06/12/2022 PROJECT No.: Gvl-O2 SCALE: AS SHOWN DRAWN BY: HAB CHECKED BY: HAB APPROVED BY: HAB REVISIONS No.| DATE REMARKS SHEET 1'-2 1/2" | | / J q'-5" J (©) \ 1/2"7 : a | oi LIN, oe CONCRETE / Sy DETAIL -E eee HARNEL FINISHING ‘Soo eS INTERNATIONAL \ 15" COLUMN 2 / \ : ° (.. . ?an\ ST. THOMAS, USVI @) - ooso2 1/2"7 T: 340.244.5649 co: 340.244.5610 3'-10 g'-2" N es _ = = NS wo = NS ™~ — ef" CONCRETE ce FINISHING 16" g'-8" MY eX > a DETAIL -E Ata CONCRETE——\ "RP sF FINISHING HARNELINTERNATIONAL.COM Jel am lel WARNING s 1 1/2) A A’ 3 = ue i — SECTION A'- A’ THESE PLANS AND THE DESIGNS CONTAINED HEREIN ARE THE SOLE 4 DETAIL - PROPERTY OF HARNEL |. 7 y y INTERNATIONAL. THESE PLANS MAY 3'-6 Q [ o™ 31-2" NOT BE REPRODUGED WITHOUT THE WRITTEN PERMISSION OF HARNEL INTERNATIONAL. UNAUTHORIZED USE SHALL INVITE A GLAIM FOR COMPENSATION. THE USE BY ANY PERSON OR FIRM OF THESE PLANS OR ANY PART THEREOF SHALL NOT IN ANY WAY SUBJECT HARNEL INTERNATIONAL TO ANY COST OR DAMAGES FOR ANY ERROR OR 1-5" OMISSION CONTAINED THEREIN. 1 1 1/4" 114" 114 11" ~ | STONE — FINISHING 1/4" SECTION B' - B' SECTION A'- A' SECTION C'-C' CONSTRUCTION DOCUMENTS FORA GAZEBO & BLEACHER CONSTRUCTION AT: PARGEL NO. REM. D3 DETAIL OF COLUMN 1 D4 DETAIL OF COLUMN 2 D5 DETAIL OF COLUMN 3 SN GHED SCALE 1/2" = 1'- 0" SCALE 1/2" = 1'- 0" SCALE 1/2" = 1'- 0" CRUZ BAY QUARTER ST. JOHN, USVI DATE: O6/1 2/2022 PROJEGT NO.: GV1I-O02 SGALE: AS SHOWN DRAWN BY: HAB GHEGKED BY: HAB APPROVED BY: HAB REVISIONS Noa.| DATE REMARKS ill NN CONCRETE | FINISHING _ A 4" CONCRETE FINISHING / —— | ey SHEET M1 DETAIL OF TRIM 1 M2 DETAIL OF TRIM 2 SEAL SCALE 1"=1'-0" SCALE 1"=1'-0" — EXTERIOR DETAILS OF GAZEBO SCALE: AS NOTED 29'-5" [CONCRETE HORIZONTAL CORNICE 12" CONCRETE HORIZONTAL CORNICE 12 \ 29'-5" ye i) Toplevel1 Foe am Be. Top level 1 e ly 10'- 6" : ’ \ 10'- 6" Hf] wit 3" | | | r — ALUMINUM FENCE ALUMINUM FENCE — — —— 3" / 7" * 17" CONCRETE COLUMNS 47" * 47" CONCRETE COLUMNS NI ALUMINUM RAILING | y aaa RAILING ® NY lal lallateladelode atl SUA CUR AR AA AARARARADRORARARA Oo ARR dled. Me ® HARNEL ~ STONE WALL | F ALUMINUM SEATS ALUMINUM SEAT | | STONE WALL - rE i oS AZ SSL Se TATU TE =p TET TUTTE | = INTERNATIONAL tI i zi : CECH one .u i ere ese, |= =( ONCRETE HORIZONTAL CORNICE 4" fan ma a EB ; eae a qe " P.O. BOX 306115 25" X 25° STONE | i | El 4 | | | = / CONCRETE HORIZONTAL CORNICE 4 = A", a 4 : 25" X 25" STONE ST. THOMAS , USVI t* | = =e 7 NE < SUPPORTS 00802 Z | a \ NI J i welt oo... LA ZA Lit Ed a Ee, Bee oS a Bee Hn TE RRA ap e ane T: 340.244.5649 : : Cc: 340.244.5610 ALUMINUM STEPS ALUMINUM STEPS HARNELINTERNATIONAL.COM E FRONT ELEVATION = SCALE 1/4" = 1'-0" THESE PLANS AND THE DESIGNS "oH At " SCALE 1/4 ~ 1 ~ 0 CONTAINED HEREIN ARE THE SOLE PROPERTY OF HARNEL INTERNATIONAL. THESE PLANS MAY NOT BE REPRODUGED WITHOUT THE WRITTEN PERMISSION OF HARNEL INTERNATIONAL. UNAUTHORIZED USE SHALL INVITE A GLAIM FOR COMPENSATION. THE USE BY ANY PERSON OR FIRM OF THESE PLANS 10" CONCRETE HORIZONTAL CORNICE 12" CONCRETE HORIZONTAL CORNICE 12" , 5" vty OR ANY PART THEREOF SHALL NOT N9 \ a3) aA ay IN ANY WAY SUBJECT HARNEL — 7 aD . 2'-8" i , Top level 1 — - oe INTERNATIONAL TO ANY COST OR DAMAGES FOR ANY ERROR OR OMISSION GONTAINED THEREIN. 10' _ 6" R Top level 1 pM : [ — 10' - 6" yt 2'.2" i 2 '-10 CONSTRUCTION 17" * 17" CONCRETE COLUMNS DUCUMENTS FORA GAZEBO & BLEACHER CONSTRUCTION AT: ——17" * 17" CONCRETE COLUMNS " 17" * 17" CONCRETE COLUMN COLUMN 4 ALUMINUM FENCE y Cf ALUMINUM FENCE CG) 17" * 17" CONCRETE COLUMNS : i || NO ; B ALUMINUM 1'-8 14" Pa RAILING o>) o a wa qd 4 st = : C . i ~ PARCEL NO. REM. ALUMINUM SEAT | | Hy CONCRETE HORIZONTAL CORNICE 4 CONCRETE HORIZONTAL CORNICE 4 dee 2 | ALUMINUM SEATS ESTATE CONTANT & "OSH Le ENIGHED — , ie CRUZ BAY QUARTER a ST. JOHN, USVI a © jo i VO STONE sorte EL, «STONE WA ee. STONE WALL ~~~ ~<o . SUPPORTS level e os DATE: 06/12/2022 0-0 NN 0'- 0" PROJECT No:: GVI-O2 ALUMINUM STEPS ALUMINUM STEPS SGALE: AS SHOWN DRAWN BY: HAB CHECKED BY: HAB G LEFT SIDE ELEVATION H RIGHT SIDE ELEVATION APPROVED BY: HAB SCALE 1/4" = 1'- 0" SCALE 1/4" = 1'- 0" REVISIONS Noa.| DATE REMARKS "CONCRETE SLAB 7 CONCRETE HORIZONTAL CORNICE 12" CONCRETE HORIZONTAL CORNICE 12" "CONCRETE SLAB J 4 7" X 16" R.C BEAM ' ' R level 3 » ‘-3 level 3 -_ MN fe fi NUE JN So NEES, ee 13'- 0 1/4" /—ALUMINUM FENCE rR '-8" a 13'-0 1/4" -! N: ur TT \S 7. ww ‘ NO A | * | / CONCRETE HORIZONTAL aa * 17" CONCRETE COLUMNS ALUMINUM RAILING——— ‘“ ALUMINUM FENC \ —17" * 17" CONCRETE COLUMNS 14'-9" — Vi - |. — CORNICE WITH GUTTER 16°——_ / | I ALUMINUM SEATS va SHEET © _—— CONCRETE HORIZONTAL CORNICE 4" 14'-9" —T 2" ALUMINUM SEATS DETAIL D! 1" 2" ALUMINUM STEPS—— | AA WA \ 2" ALUMINUM STEPS WN HAAS fi rT pai rn : f 7 ww ww _ 25" X 25" STONE SUPPORTS a 25" X 25" STONE SUPPORTS——— | | il} 1 1 8" STONE SUPPORTS—— . J. MY level re ( cee NY SESS ORS | _, level 0. 0 - | eee O'- O° C SECTION C-C D SECTION D-D SCALE 1/4" = 1'-0" SCALE 1/4" = 1'-0" BLEAGHERS EXTERIOR ELEVATIONS & SECTIONS SCALE: 1/4" = 1'-0" 1'-2 1/2" Zz N / aie (.. ?an\ ; an | : v2.4 : CONCRETE | | 7 - © = \ 7 1 ' FRiygs ae "a " / 1/2? g" 4/2" 4'-2" ar/ ar/ \2! ©) 8 Y N 6 y, ) > \ 1/2" - 172" / = v* x ro A R N E L CONCRETE DETAIL- E wee Seed NEES —_ ¢ 1 - FINISHING DETAIL - E ON ater cee N INTERNATIONAL | f- \ fir A Aa vet" es! \ | P.O. BOX 306115 | | | 10 | tt Ky he, ST. THOMAS, USVI | | OO0s802 T: 340.244.5649 M3 DETAIL OF TRIM 3 C: 340.244.5610 SCALE 1"= 1'-0" HARNELINTERNATIGNAL.COM CONCRETE—— FINISHING CONCRETE eee FINISHING 15" fe 11'-11 1'-5 1'-1 a b> oe 8 g'-6" 1'-5 1-1 Ty oe 13'-6" A’ A’ a 4 i l a ‘J Va { ma: SECTION A'- A’ STONE _/ FINISHING WARNING THESE PLANS AND THE DESIGNS CONTAINED HEREIN ARE THE SOLE | SECTION A’ - A’ : PROPERTY OF HARNEL 2 INTERNATIONAL. THESE PLANS MAY = NOT BE REPRODUCED WITHOUT THE CONCRETE the" i 274 | WRITTEN PERMISSION OF HARNEL FINISHING ae : . >) INTERNATIONAL. UNAUTHORIZED CONCRETE FINISHING 4-2! r vs a 24" USE SHALL INVITE A GLAIM FOR COMPENSATION. THE USE BY ANY _ \ y 1" PERSON OR FIRM OF THESE PLANS ~~ OR ANY PART THEREOF SHALL NOT lar] rege Jar) B 8 ; ia IN ANY WAY SUBJECT HARNEL | ot" | —_ at a INTERNATIONAL TO ANY COST OR . 2-4" STONE — Jar) eg dan) DAMAGES FOR ANY ERROR OR OMISSION GONTAINED THEREIN. 24" SECTION B' - B' FINISHING | ar / M4 DETAI L OF TRIM 4 CONSTRUCTION | ener SCALE 1"=1'-0" DOCUMENTS FORA GAZEBO & BLEACHER CONSTRUCTION AT: — N ba 2'-9" 1 | PARGEL NO. REM. D6 DETAIL OF COLUMN 4 D7 DETAIL OF COLUMN 5 1'-4" ( 6" ( 11" ESTATE CONTANT & ENIGHED SCALE 1/2" = 1'- 0" SCALE 1/2" = 1'- 0" CRUZ BAY QUARTER ST. JOHN, USVI < a DATE: 06/12/2022 PROJECT No.: GVI-02 SCALE: AS SHOWN | DRAWN BY: HAB to" CHECKED BY: HAB APPROVED BY: HAB REVISIONS | No.| DATE REMARKS M5 DETAIL OF TRIM 5 2) DETAIL D8 | | : | | 7 | SCALE 1"=1'-0" 2'-3 2'-3 LJ DETAIL D9 6'-10 1'-8 1'-8 6'-10 HL 1'-5 ia A ia ia TA Ul ai ia U lal a ia U 7 il ial U U al } U U mi ial ial U 7 [] iv ial TT iw V1 ial TT ia U Uy im ia JA ZI ai ia UJ ial fl ia UW 7 al ial I U al i) N XN al I U ia i N N N U U i Ni al ] U1 U i ul N NJ N TT i ial a} U U TL N ] N N NS i U ] im lal IL U ] MI No N I im WN a) a I U NM i N WN y U U i i M ] U1 U i q N NI WN TT 0 al N N 1'-5 1-4" a "W ee Te tt , TS sve dg 2 ICTS IEEE ACNE RSET PREIS ——_—_ EET PPS EC ME EE 2 | ie | 2 Jaan | aa) aan | gam | gah | age | ang | aan | | 10'-8" | CK) D8 DETAIL OF ALUMINUM FENCE D9 DETAIL OF ALUMINUM SEATS SCALE 1/2" = 1'- 0" SCALE 1/2" = 1'- 0" EXTERIOR DETAILS OF BLEAGHERS SCALE: 1/4" = 1'-0' = = HARNEL INTERNATIONAL P.O. BOX 306115 ST. THOMAS, USVI OO0802 T: 340.244.5649 co: 340.244.5610 HARNELINTERNATIONAL.COM 1 SCALE NTS j 3D REAR VIEW OF PROPOSED GAZEBO SCALE NTS 3D LEFT SIDE VIEW OF PROPOSED GAZEBO SCALE NTS WARNING THESE PLANS AND THE DESIGNS CONTAINED HEREIN ARE THE SOLE PROPERTY OF HARNEL INTERNATIONAL. THESE PLANS MAY NOT BE REPRODUGED WITHOUT THE WRITTEN PERMISSION OF HARNEL INTERNATIONAL. UNAUTHORIZED USE SHALL INVITE A GLAIM FOR COMPENSATION. THE USE BY ANY PERSON OR FIRM OF THESE PLANS OR ANY PART THEREOF SHALL NOT IN ANY WAY SUBJECT HARNEL INTERNATIONAL TO ANY COST OR DAMAGES FOR ANY ERROR OR OMISSION CONTAINED THEREIN. A SCALE NTS 3D VIEW OF PROPOSED GAZEBO SCALE NTS 3D SECTIONAL VIEW OF PROPOSED GAZEBO SCALE NTS CONSTRUCTION DOCUMENTS FORA GAZEBO & BLEACHER CONSTRUCTION AT: PARGEL NO. REM. ESTATE CONTANT & ENIGHED CRUZ BAY QUARTER ST. JOHN, USVI DATE: O6/1 2/2022 PROJEGT NO.: GV1I-O02 SGALE: AS SHOWN DRAWN BY: HAB GHEGKED BY: HAB APPROVED BY: HAB REVISIONS Noa.| DATE REMARKS SHEET 7 SCALE NTS 3D REAR VIEW OF PROPOSED BLEACHERS SCALE NTS 3D VIEWS OF GAZEBO & BLEAGHERS 3D SIDE VIEW OF PROPOSED BLEACHERS SCALE NTS SCALE: 1/4" = 1'-0 a BLEACHER 1 LIGHT S. ! (10 BLEACHER 2 LIGHT WP XN S Tf METER 2 RUN CONDUIT Q (7) & \ (4) © Ne] FOR STADIUM LIGHTS -w x EREEZER y \ _ _ -—{«N CHEST fr 1|e6 ELECTRICAL ie QW, \ SERVICE TO METER - \) SL eiceearon see OF" & TO SECOND | atl = / \ ~—— — come GAZEBO FIRST FLOOR ELECTRICAL PLAN o> _4@ ~ / oN \ Le ov oor \ GAZEBO | | | - (i) OX w \ / ; \ \ \@ nN GAZEBO SECOND FLOOR ELECTRICAL PLAN SCALE 1/4"=1'-0" — =o ee GFCI } SHELF \ 8 SCALE 1/4" = 1'-0" SERVICE ENTRANCE WEATHER HEAD NOTE ALL ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NATIONAL ELECTRICAL CODE, LOCAL ORDINANCES AND | VIRGIN ISLANDS WATER = AND POWER AUTHORITY OC) REQUIREMENTS ©) NN eLeCTRICAL METER TO BE ELECTRICAL SERVICE | PLACED ON GAZEBO WALL METER SHALL FACE 5 STREET > Ke 5/8" X8' GROUND ROD 4'-0" MINIMUM [- GRADE [A ee eee eee eee eee ee ir METER BASE DETAIL HARNEL INTERNATIONAL P.O. BOX 306115 ST. THOMAS, USVI OO0802 T: 340.244.5649 co: 340.244.5610 HARNELINTERNATIONAL.COM WARNING THESE PLANS AND THE DESIGNS CONTAINED HEREIN ARE THE SOLE PROPERTY OF HARNEL INTERNATIONAL. THESE PLANS MAY NOT BE REPRODUGED WITHOUT THE WRITTEN PERMISSION OF HARNEL INTERNATIONAL. UNAUTHORIZED USE SHALL INVITE A GLAIM FOR COMPENSATION. THE USE BY ANY PERSON OR FIRM OF THESE PLANS OR ANY PART THEREOF SHALL NOT IN ANY WAY SUBJECT HARNEL INTERNATIONAL TO ANY COST OR DAMAGES FOR ANY ERROR OR OMISSION CONTAINED THEREIN. CONSTRUCTION DOCUMENTS FORA GAZEBO & BLEACHER CONSTRUCTION AT: mm PARCEL NO. REM. \ a @ NTS ESTATE CONTANT & \ PUMP & <2% ENIGHED \ Oe PUMP & STORAGE ROOM ELECTRICAL PLAN CRUZ BAY QUARTER \, STORAGE oN ST. JOHN, USVI \ \ ROOM waren SCALE 1/4"=1'-0" 4 \ . (3 ELL <_| NOTES DATE: 06/12/2022 i i, : - NN ——- Sy 1. SMOKE DETECTORS SHALL SOUND AN AUDIBLE ALARM IN ALL ROOMS OF THE BUILDING PROJECT NG. GYEOe2 ‘ye 6 2 IN WHICH THEY ARE LOCATED. SCALE: AS SHOWN a DRAWN BY: HAB S\ LO 2. INNEW CONSTRUCTION, SMOKE DETECTORS SHALL RECEIVE THEIR PRIMARY POWER CHECKED BY: HAB VO FROM THE BUILDING WIRING AND BE EQUIPPED WITH A BATTERY BACKUP. : @ APPROVED BY: HAB ap REVISIONS No.}| DATE REMARKS ELECTRICAL NOTES: ELECTRICAL LEGEND GAZEBO & PUMP & STORAGE ROOM PANEL LOAD DISTRIBUTION A. ALL ELECTRICAL WORK SHALL BE COMPLETED IN STRICT ACCORDANCE WITH THE LATEST EDITION OF THE N.E.C TJ] WALLuicHt 100 AMPERE CIRCUIT BREAKER PANEL 120/220 VOLTS SINGLE PHASE . AMPS SIZE —_ ~~] __ SIZE AMP B. THE ELECTRICIAN SHALL OBTAIN ALL PERMITS ANDPAY ALL FEES RELATED TO THE JOB eS es eee @ SMOKE DETECTORS 20A_~12.98 12.g@/~\_20A SECURITY LIGHTS @) cea 20A 12 ga 12 ga 20A C. ALL WIRING SHALL BE COPPER #12 OR LARGER. ALUMINUM WIRE IS NOT ACCEPTABLE. "|| DOUBLE CONV. OUTLET 120V (3) ISTFLOOR GAZEBOLIGHTS ~~ a Ton LOOR GAZEBO OUTLETS. (A) we | INDICATED WEATHERPROOF DEVICE (5) STAIR LIGHTS Or Se ENTRANCE GATE LIGHTS 6) D. WIRE TYPE AWG. IS PREFERRED, ALTHOUGH OTHERS ARE ACCEPTABLE. ne G) REFRIGERATOR 20k 1290 12ga-~ 2A exaust Hoo G) E. ALL WIRING SPLICES SHALL BE MADE USING 3M ELECTRICAL SPRING CONNECTORS OR EQUAL "TWIST-ONS" TO & | ONE WAY SwiTCH () FREEZER CHEST 204 12 98 12 g3~_20A SPARE (0) 20A 12 ga 12 ga 20A CORRECT SIZE. WIRE APED OR TWISTED IS NOT ACCEPTABLE. S| SWAYS SWITCH {) 2Np FLOOR GAZEBO LIGHTS — =! en Don NP FLOOR GAZEBO OUTLETS. (2) $, AWAYS SWITCH 3) PUMP & STORAGE LIGHT (£98 er PUMP & STORAGE OUTLET (14) F. ALL CONDUITS INSTALLED IN CONCRETE OR MASONRY SHALL BE RIGID NONMETALLIC TYPE (P.V.C.). ALL OUTLETS Caml | ELECTRICAL PANEL ® spare 20k 12.9 12.99~_20A spare SHEET AND SWITCH BOXES SHALL BE NONMETALLIC TYPE. = TELEPHONE OUTEET AND ACK @?) SPARE 20 12.98 12 ga-~_ 208 spaRE 4) DATA (INTERNET) OUTLET AND JACK 20A_\12ga 12ga-_20A G. GROUNDING CONDUCTORS SHALL BE CONNECTED TO NEUTRAL CONDUCTORS AT THE SERVICE ENTRANCE ONLY. (S) | SMOKE DETECTOR TIED TO WIRING > SPARE 0A 1290 1290-208 SPARE ° SPARE SPARE CERTAIN EXCEPTIONS AS PERMITTED BY THE N.E.C. SHALL BE PERMITTED. AP | SECURITY SPOTLIGHT 204 _/\12 92 12.9a~\_20A {F} | EXHAUST FANILIGHT @3) SPARE OA as oan OA SPARE @4) H. ELECTRICAL SERVICE SHALL BE 120-240 VOLTS, SINGLE PHASE, 60 CYCLES, 3 WIRE CONNECTION. SERVICE SHALL G3) SPARE NEE = SPARE 6) CEILING FAN/ LIGHT FIXTURE &?) SPARE 20A__-\12ga 12 ga-~_20A SPARE €8) BEGIN AT OVERHEAD SERVICE-DROP CABLE ATTACHMENT POINT. =aNMARV WIRING WIRE) GROUND} spare oa_r200,,|| | [,[1294~_ 201 spare @ |. ELECTRICAL SYSTEM LAYOUT INDICATED ON DRAWINGS ARE GENERALLY DIAGRAMMATIC AND LOCATION OF —__|~ SLAVE WIRING GROUND OUTLETS AND EQUIPMENT ARE APPROXIMATE: ROUTING OF RACEWAYS AND LOCATION OF OUTLETS AND we CIRCE Home Reno Fawr CIRCUIT TAG WITH NUMBER EQUIPMENT SHALL BE GOVERNED BY STRUCTURAL CONDITIONS AND OBSTRUCTIONS. PROPOSED ELECTRIGAL PLANS & DETAILS SCALE: 1/4" = 1‘-0" 3'-0" CONC. LANDING— 4 DOWELS @ 12" 0.C. #3 STAIR NOSING oe REINF. BAR TYP. 1-1/2" O.D. PIPE 1'-6" _ A MIN. Hy > 12"x12" CONCRETE lL lcl) #4 REINE. SK, COLUMN Ni: || BARS . L_, | 4/1» (CONC. WALKWAY TTF @12"0.. S 1/ (SEE SITE PLAN) [= ; BOTH WAYS (2) #4 BAR 4 4 3 / zr ‘¢, a a> - a - be 5 : c : | {<= : > A a Ape alee #3 TIES — || wn -! a J Tt 10" 0.C. | — oe T es) @ roy 32'.4" 2) #4 BARS GAZEBO UNDISTURBED SOIL OR EART COMPACTED TO 95% DENSITY STAIR DETAIL SCALE 1/2" = 1'-0" o/ FREEZER CHEST REFRIGERATOR TO MUNICIPAL _f re 4) GAZEBO SINK ( BELOW PORCH) ‘ALUMINUM COUNTER & CABINETS 1-1/2" | 7S -1/2" O.D. PIPE 1V —~—_THRU-BOLT OR EXPANSION BOLT TO WALL SECTION THROUGH WALL RAIL , 1. ot 2. ROM PUMP ROOM 4. §. N.T.S. 1-1/2" 1-1/2" O.D. PIPE He] 3 " ] Za") PLAN VIEW N.T.S. PLUMBING LEGEND SYMBOL DESCRIPTION COLD WATER SUPPLY LINE HOT WATER SUPPLY LINE FIRE SUPPLY LINE 4" DIA. PVC SEWER LINE 3" DIA. PVC SEWER VENT — HB HOSE BIB WITH LOCKABLE VALVE VALVE ©C.O. CLEAN OUT LATERAL ELBOW (45°) WATER FILTER TERMINATE SHC AT PROPERTY UNE WITH VERTICAL PIPE, HOUSE CONNECTION TRENCH WIDTH. FOR SEWERS LARGER THAN 15” CONNECT TO A MANHOLE. TO PROPOSED SEWERS 15” AND SMALLER, USE A TEE. TO EXISTING PVC 4" THRU 15” PVC SEWERS MAINS, USE SADDLE. TO EXISTING DIP 12” AND SMALLER SEWER MAINS, USE SADDLE. TO EXISTING SEWER MAINSOTHER THAN PVC OR DIP: (A). (B). (Cc). SHC TO 4” SEWER MAINS USE TEE OR SADDLE. SHC 6” THRU 12” SEWER MAINS USE SADDLE. PLAN SHC TO 15” SEWER MAINS USE THIMBLE AND EPOXY TO MAIN LINE. 1/8 BENO 4" OR 6” PVC DROP HOUSE CONNECTION GAZEBO PLUMBING PLAN SCALE 1/4"= 1'-0" PLUMBING SCHEMATIC =f » > [=] Jz fe NS az GZ / TRENCH WIDTH y y — Vv D/L FOR FITTINGS TO SEWER MAIN 82 A y, } SEE SY 7 NOTE BELOW ] CRRRRRRRRE KEKE SS, \ SS ~ SS, S SS WQS 4 4 B 4, Mass SEWER MAIN ELEVATION SHC © 2% PROPERTY LINE cg TERMINATE _SHC AT PROPERTY LINE gc S WITH VERTICAL PIPE, a OF DROP HOUSE CONNECTION DESIGNATED ON DRAWINGS. ROADWAY fc > 3000 PSi CONCRETE encasement, | YP. PROFILE AT CONNECTION EXISTING SEWER MAIN CONNECTION DETAIL SCALE 1/2" = 1'- 0" PLUMBING PLAN, SGHEMATIGC & DETAILS COMPACTED ~N BACK FILL UNDISTURBED TRENCH WALL SEWER LINE TOP_OF PIPE HAUNCHING py 4 BEDDING MINIMUM PIPE BEDDING NOTES: 1. EMBEDMENT MATERIAL MUST BE CLASS | (#67 OR #78M WASHED STONE IS TYPICALLY USED). 2. EMBEDMENT MATERIAL SHALL BE COMPACTED TO A MINIMUM 95% STANDARD PROCTOR DENSITY FOR CLASS | MATERIAL. 3. STANDARD BEDDING SHALL BE UTILIZED FOR ALL CASES WHERE TRENCH BOTTOMS ARE UNSTABLE DUE TO SOIL TYPE OR MOISTURE CONDITIONS. 4. ALL SANITARY SEWER LINES LESS THAN 3 FEET AND OVER 30 FEET IN DEPTH MUST BE DUCTILE IRON PIPE. PIPE BEDDING DETAIL SCALE 3/4"=1'-0" CLEAN OUT SCREW PLUG WITH FLUSH FITTING CAP sf 4” PIPE (—) ; OVERHEAD PIPE VIEW CLEAN OUT SCREW PLUG WITH FLUSH FITTING CAP FINISH GRADE A === =i FT =i = 1 3° MIN. ! = “MINIMUM GRADE OF 1.0% [- FLOW \ 4” COMBINATION WYE AND 1/8 BEND COMPACTED SOIL SECTION VIEW oOo TANDARD 4" SANITARY DRAIN DETAILS SCALE 3/4"=1'-0" SCALE: 1/4" = IARNEL INTERNATIONAL P.O. BOX 306115 ST. THOMAS, USVI OO0802 T: 340.244.5649 co: 340.244.5610 HARNELINTERNATIONAL.COM WARNING THESE PLANS AND THE DESIGNS CONTAINED HEREIN ARE THE SOLE PROPERTY OF HARNEL INTERNATIONAL. THESE PLANS MAY NOT BE REPRODUGED WITHOUT THE WRITTEN PERMISSION OF HARNEL INTERNATIONAL. UNAUTHORIZED USE SHALL INVITE A GLAIM FOR COMPENSATION. THE USE BY ANY PERSON OR FIRM OF THESE PLANS OR ANY PART THEREOF SHALL NOT IN ANY WAY SUBJECT HARNEL INTERNATIONAL TO ANY COST OR DAMAGES FOR ANY ERROR OR OMISSION CONTAINED THEREIN. CONSTRUCTION DOCUMENTS FORA GAZEBO & BLEACHER CONSTRUCTION AT: PARGEL NO. REM. ESTATE CONTANT & ENIGHED CRUZ BAY QUARTER ST. JOHN, USVI DATE: 06/12/2022 PROJECT No.: Gvl-O2 SCALE: AS SHOWN DRAWN BY: HAB CHECKED BY: HAB APPROVED BY: HAB REVISIONS No.| DATE REMARKS SHEET of 18 SEAL