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SALLOWS POINT PARKING STRUOGOTURE PARGEL SAAAA & SAB ESTATE GRUZ BAY CRUZ BAY QUARTER HARNEL ST. JOHN, USVI INTERNATIONAL P.O. BOX 306115 ST. THOMAS, USVI 00802 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 TWO LEVEL PARKING STRUCTURE AT: PARGEL NO. SAAAA &k 3AB ESTATE CRUZ BAY CRUZ BAY QTR. ST. JOHN, USVI DATE: 05/09/2023 PROJECT No.: -- SGALE: AS SHOWN DRAWN BY: HAB INDEX OF DRAWINGS SHEpRKED BY: nAS SUMMARY OF PROPOSED ACTIVITY APPROVED BY. AB A. PURPOSE OF PROJECT: TO CONSTRUCT A TWO LEVEL PARKING STRUCTURE WITH 21 PARKING SPACES, ONE 1. PROVYJECT OVERVIEW STORAGE ROOM AND ONE STAIR. 2°. SITE PLAN/SITE PROFILE REVISIONS B. PRESENCE AND LOCATION OF ANY CRITICAL AREAS: NONE NOTED 3. PROPOSED BASEMENT FLOOR PARKING PLAN Na. | DATE REMARKS 4. PROPOSED FIRST FLOOR PARKING PLAN C. PROPOSED METHOD OF LAND CLEARING: MINIMAL EXCAVATION AT FOOTINGS REQUIRED. INDUSTRY STANDARD 5. FOUNDATION PLAN & DETAILS EARTH-MOVING EQUIPMENT TO BE UTILIZED. 6. STRUCTURAL DETAILS D. PROVISIONS TO PRESERVE TOPSOIL AND LIMIT SITE DISTURBANCE: GAMUT EROSION CONTROL BLANKET Z - 5 N = a aie SLE > N 5 eTAILS ETAILS & NOTES A GAMUT EROSION CONTROL BLANKET (OR EQUAL) SHALL BE LAID IN THE LIMITS OF SITE DISTURBANCE UPON COMPLETION OF CONSTRUCTION 9. BASEMENT FLOOR, FIRST FLOOR SLAB PLANS & DETAILS 10. BEAM & SLAB DETAILS E. EROSION AND SEDIMENT CONTROL DEVICES: SILT SCREEN FENCING TO BE INSTALLED AROUND LIMITS OF SITE 11. FRONT & LEFT SIDE ELEVATIONS DISTURBANCE: HAND EXCAVATION TO BE UTILIZED: CONSTRUCTION ENTRANCE NOT APPLICABLE, EXISTING DIRT 12. BUILDING SECTIONS A-A & B-B ROAD WAY AT PROPERTY ENTRANCE. 13. BUILDING SECTIONS C-C & D-D F. SCHEDULE FOR EARTH CHANGING ACTIVITIES AND IMPLEMENTATION OF EROSION/SEDIMENT CONTROL 14. BASEMENT, FIRST FLOOR ELEGCTRIGAL PLANS & DETAILS SHEET MEASURES: SEE SHEET 2 15. BASEMENT, FIRST FLOOR PLUMBING PLANS & DETAILS 16. 3D VIEWS OF THE PARKING STRUGTURE G. MAINTENANCE OF EROSION AND SEDIMENT CONTROL MEASURES: SILT SCREEN FENCE TO BE MAINTAINED DAILY AND ROUTINELY CHECKED FOR COLLAPSE OR FAILURE. IF FAILURE OCCURS, SILT SCREEN IS TO BE REMOVED AND REPLACED IN ITS ENTIRETY TO ENSURE ADEQUATE EROSION COVERAGE AT THE WORK SITE. H. STORMWATER MANAGEMENT: STORM WATER CHANNELED BY THE CONCRETE SWALES AND TRENCH DRAINS ARE 1 6 TO BE DISPERSED INTO THE EXISTING NATURAL SITE DRAINAGE AS SHOWN LANDSCAPE PLAN SPECIFICATIONS OF | MAINTENANCE SCHEDULE FOR STORM WATER FACILITIES: THE MULTI-DRAIN TRENCH DRAIN SHOULD BE 1. UPON COMPLETION OF THE CONSTRUCTION DEVELOPMENT PROJECT, RE-VEGETATION WITH NATIVE AND COMPATIBLE SEAL MAINTAINED MONTHLY AND CLEANED OF DEBRIS IMMEDIATELY AFTER HEAVY RAIN STORMS DROUGHT-TOLERANT PLANTS ARE REQUIRED. THREE INCHES MIN. OF RAKED CLEAN AND SEEDED TOPSOIL REQUIRED FOR LANDSCAPING. SEAL 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. J. METHOD OF SEWAGE DISPOSAL: WASTEWATER TREATMENT SYSTEM. 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. PROJECT OVERVIEW SCALE: NTS MARY POINT) “Reve a ZONING NOTES FRANCIS BAY N LOT ZONING: W-1 LOT SIZE 3AAAA: 3,920.40 S.F. LOT SIZE 3AB: 50,094.00 S.F. PARKING FLOOR AREA: 3,342.48 S.F. PARKING ROOF AREA: NIL LAMESHUR PARKING CISTERN CAPACITY: NIL e PARKING: 21 SPACES SITE LOT OCCUPANCY: 40% ISLAND MAP ACTUAL LOT OCCUPANCY: --% FRONT YARD SETBACK: 25 FEET REAR YARD SETBACK: 20 FEET SIDE YARD SETBACK: 10 FEET MAXIMUM HEIGHT: 3 LEVELS PROPOSED HEIGHT: 2 LEVELS ay 2:1 MAX TEMP. BARS —|}. +| -V. BARS #3@12"0.c. \’: T-BARS eal 2" DIA. PVC +r 3.8 / WEEPHOLE @ ARKING |.- |B’ 72" 0.C. TYP. 6" x 6" x 6/6 W.M: LEVELOR | wa ‘| [ ese st RUSHED NTS Kl SL ali . T-BARS > aoe 7 ( K_D-BARS Ko CLA b B RETAINING WALL SCHEDULE H B A b c V-BARS | T-BARS | D-BARS XIST. GRADE 4'-0" 2-8" 8" 1'-7" 5 #3@16" | #3@12" #3@16" PARKIN 5'-0" 3-3" 8" 2:2" 5" #4@16" #3@12" | #4@16" UBLIC ROAD R.O.W. 6-0" 3-9" 8" 2'-5" 8" #4@12" #3@12" | #4@12" 7'-0" 4'-2" 8" 2-6" 1-0" | #4@12" #3@12" | #4@12" 45.25" 48 46 8'-0" 4'-8" 12" 2'-8" 1-0" | #4@10" #3@12" | #4@10" 42 38 9'-0" 5-2" 12" 3-2" 1-0" | #5@12" #4@16" | #5@12" 2% 10'-0" 519" 12" 3-7" 1-2" | #5@12" #4@16" | #5@10" 28 a6 11'-0" 6-7" 13" 41" 1-5" | #5@10" #4@14" | #5@10" SILT FENCE— \_VEGETATION BERM 12-0" 7-3" 13" 47" 16" | #5@9" #4@12" | @5@10" SITE PROFILE "A - A" RETAINING WALL SECTION SCALE 1" = 20' - 0" SCALE 1/2" = 1'- 0" LEGEND BOUNDPOST NOT FOUND THIS SURVEY NAIL SET SEWER MANHOLE ELEC. MANHOLE WATER VALVE WATER METER TIMBER POST TIMBER UTILITY POLE >@ On m™ 04° B x0 -- PROPERTY LINE OF SURVEYED PREMISES RETAINING WALL — — — FENCE INTERMEDIATE CONTOUR LINE — 0.5” INTERVAL CONTOUR LINE — 1’ INTERVAL CONTOUR LINE —5° INTERVAL — — — GRAVEL PARKING AREA CONCRETE OR ASPHALT PAVEMENT ELEVATION ON BOUNDPOST, TOP OF WALL, %S, / S EW SILT FENCE. ‘Ob XX , / SEE SHEET 2 Parcel 3Aaa / XN (F9-220—T69) - s V/ - —[123.4] DRAIN GRATE OR INVERT DATUM SCALED FROM U.S.G.S. MAP \ Parcel / \3Aqaa / BOULDER WALL EXISTING SLOPE PROPOSED SLOPE NEW SILT FENCE: SEE SHEET 2 ZONE: W-1 PLAN REF: B9-220-T69 Parcel 3Ab \ y aa He, || \ \ —_— b-=5 \ [46.7| \ \ EXISTING ‘ 2 STORY BUILDING This part of the existing 1 wall to be demolished \ Ax & Fraps xo // Parcel 3Abe Sa i _ _ oe ay | ti (D9—4872-T90) \ Gravel $ | / \\ Ba / Vea . / \ \ By Ia ms | \ \i a PN \\ \ > | we, L475] / \\ \ 6 at i] \\ ly o iH 4 | Ln U4 CNY \ \\ \ es \ \ \ y \w4 \ Gravel / \\ \ y \ \ SN \ ee ee) ae (x or \ Ve 6° “a” \ nN \ a Parcel 3Abi \ NL x \ \ (F9—220-T69) \ \ 7 \\ \ \ \7 \\ \ . . \ \ e \ \ SCALE 1" = 20'- 0" HARNEL INTERNATIONAL P.O. BOX 306115 ST. THOMAS, USVI 00802 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. UNAUTHORI 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. ZED CONSTRUCTION DOCUMENTS FORA TWO LEVEL PARKING STRUCTURE AT: PARGEL NO. SAAAA &k 3AB ESTATE CRUZ BAY CRUZ BAY QTR. ST. JOHN, USVI DATE: 05/09/2023 PROJECT NO.: SGALE: AS SHOWN DRAWN BY: HAB GHEGKED BY: HAB APPROVED BY: HAB REVISIONS DATE REMARKS EARTH CHANGE NOTES 1. N Oo EXISTING FOUNDATIONS, SLABS, OTHER OBSTRUCTIONS ENCOUNTERED - COMPLETELY REMOVE UNDER FOOTING AREAS TO 1'- 6" BELOW FINISHED GRADE. PROTECTION MEASURES SHALL BE TAKEN BY THE CONTRACTOR AND THE OWNER TO PROTECT ADJACENT PROPERTIES AND PUBLIC WAYS DURING EXCAVATION. SITE DISTURBANCES SHALL BE LIMITED AS CLOSELY AS POSSIBLE TO AREA DISTURBED FOR BUILDING AND SANITATION REQUIREMENTS. ALL FOOTINGS SHALL REST ON UNDISTURBED SOIL OR COMPACTED TO 95% MAX. DENSITY NO PHASE OF THE CONSTRUCTION SHALL BE PERFORMED DURING INCLEMENT WEATHER TRASH, DEBRIS, RUBBISH, ETC. SHALL BE REMOVED FROM SITE AND DISPOSED OF IN A LEGAL MANNER. MAINTAIN SITE INA REASONABLY NEAT CONDITION DURING CLEARING AND DEMOLITION OPERATIONS AND THROUGHOUT THE LIFE OF THE CONTRACT. SITE PLAN / SITE PROFILE SEDIMENT SILT SCREEN 30" 6 MIL. POLY ATTACHED TO BARS PAVED PAVED STAKES @ 8'- 0" DRIVEWAY - ROAD ROCK BALLAST. Xt = Naat N aed GRADE LINE eesgeee " == ¢ INTO EARTH | a CONCRETE SWALE "B-B" TEMPORARY SILT FENCE DETAIL NTS NTS SGALE: 1 = 20-0 SHEET 16" TH. CONCRETE RETAINING WALL , \\ oe, \) LA LQ 8" TH a STONE WALLS. INE OF SLAB EDGE AT s FIRST FLOOR PARKING © 16" TH. CONC. RET. WALL INE OF SLAB EDGE AT FIRST FLOOR PARKING 10 PARKING LANES AT BASEMENT FLOOR WITH STONE BASE 20"x20" CONCRETE COLUMNS EMBEDDED INTO 16" THICK CONCRETE WALL, TYP. DOOR SCHEDULE MARK | WIDTH HEIGHT TYPE QTY. FIRE RATING REMARKS 1 8'-0" 7-0" | ALUMINUM 1 EXTERIOR DOORS, ROLL-UP 16" TH. CONCRETE RETAINING WALL PROPOSED BASEMENT FLOOR PARKING PLAN SCALE 1/8" = 1'- 0" 20"x20" CONCRETE COLUMN 7-LINE OF SLAB EDGE AT FIRST FLOOR PARKING 42" TH. CONCRETE RETAINING WALL / P9 . PROPOSED 6" STONE WALL FACADE 12" TH. CONCRETE RETAINING WALL 10" THICK HALF STONE WALL AT BASEMENT 27-44, 2] HARNEL INTERNATIONAL P.O. BOX 306115 ST. THOMAS, USVI 00802 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. WALL LEGEND CMU WALL (4" - 6" - 8"- 12") REINF. W/ #4 VERT. @ 24" 0.C. & DUROWALL HORIZ. @ 16" O.C. CONC. WALL THICKNESS AND REINF. AS PER DETAIL | STUD WALL (2X4 - 2X6) @ 16" O.C. W/ 3" SHEETROCK OR CEMENT BOARDS EACH SIDE WINDOW El INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS CONC. COLUMN SIZE AND SHAPE VARIES STONE MASONRY WALL THICKNESS 8" GENERAL NOTES THESE GENERAL NOTES ARE TO BE USED AS A SUPPLEMENT TO THE CONSTRUCTION DOCUMENTS 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: VERIFY AND COORDINATE DIMENSIONS AMONG ALL DRAWINGS PRIOR TO PROCEEDING WITH ANY WORK OR FABRICATION. VISIBLY FLAG AND MARK ALL SIDE BOUNDARIES AND AREAS OF IMPACT PROXIMAL TO WORK SITE. TAKE RESPONSIBILITY FOR JOBSITE SAFETY,ERECTION MEANS,METHODS AND SEQUENCES, TEMPORARY SHORING, FORM WORK AND BRACING, USE OF EQUIPMENTS AND CONSTRUCTION PROCEDURES. PLACE IN ACCESSIBLE AREA A PLAQUE BEARING PARCEL NUMBERS,ESTATE NAME,OWNER CONTRACTOR AND EARTH CHANGE/BUILDING PERMIT NUMBERS. 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. GU OP, m 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. PROPOSED BASEMENT FLOOR PARKING PLAN RWN> dd 11. 0. CONSTRUCTION NOTES 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: FOOTING SLAB ON GRADE RETAINING WALLS STRUCT. SLABS 3000 psi 3000 psi 3500 psi 3500 psi THE VARIOUS PORTIONS OF THE STRUCTURE ARE DESIGNED TO CARRY THE FOLLOWING LIVE LOADS: ROOF PRIVATE APTS. CORRIDORS PORCHES STAIRS 20 psf 40 psf 60 psf 100 psf 100 psf 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. 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. NO FOOTING SHALL BE PLACED IN WATER. UNLESS OTHERWISE NOTED, ALL FOOTINGS SHALL BE CENTERED UNDER SUPPORTED MEMBERS. 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. 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. SGALE: 1/8 CONSTRUCTION DOCUMENTS FORA TWO LEVEL PARKING STRUCTURE AT: PARGEL NO. SAAAA &k SAB ESTATE CRUZ BAY CRUZ BAY QTR. ST. JOHN, USVI DATE: 05/09/2023 PROJECT No:: -- SCALE: AS SHOWN DRAWN BY: HAB CHECKED BY: HAB APPROVED BY: HAB REVISIONS No.| DATE REMARKS SHEET or 16 SEAL 2' W PLANTER AREA, TYP. 10" THICK CONCRETE SLAB EDGE CONCRETE RETAINING WALL AT BASEMENT LEVEL LW 8" TH RAILING STONE WALLS. THK STONE HARNEL INTERNATIONAL (3 \ \? 10" THICK CONCRETE SLAB EDGE P.O. BOX 306115 ST. THOMAS, USVI 00802 T: 340.244.5649 / ae Cc: 340.244.5610 4.5" DIA & 40" HIGH BOLLARDS, TYP. , HARNELINTERNATIONAL.COM Ign 41 PARKING LANES AT FIRST FLOOR WARNING THESE PLANS AND THE DESIGNS CONTAINED HEREIN ARE THE SOLE PROPERTY OF HARNEL / 10" THICK HALF STONE INTERNATIONAL. THESE PLANS MAY WALL AT BASEMENT NOT BE REPRODUCED WITHOUT THE WRITTEN PERMISSION OF HARNEL INTERNATIONAL. UNAUTHORIZED USE SHALL INVITE A CLAIM 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 GONTAINED THEREIN. 16"x16" CONCRETE COLUMN BELOW, TYP. / 1'-10" W PLANTER AREA, TYP. 10" THICK CONCRETE SLAB EDGE CONSTRUCTION DOCUMENTS FORA TWO LEVEL PARKING STRUCTURE AT: PARGEL NO. SAAAA &k 3AB ESTATE GRUZ BAY CRUZ BAY QTR. ST. JOHN, USVI PROPOSED FIRST FLOOR PARKING PLAN DATE: 05/09/2023 SCALE = 1/8" = 1'- 0" PROJECT No:: -- SCALE: AS SHOWN DRAWN BY: HAB CHECKED BY: HAB APPROVED BY: HAB REVISIONS No.| DATE REMARKS 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/2" SHEETROCK OR CEMENT BOARDS EACH SIDE SHEET WINDOW INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS a CONC. COLUMN SIZE AND SHAPE VARIES STONE MASONRY WALL THICKNESS 8" PROPOSED FIRST FLOOR PARKING PLAN SCALE: 1/8" = 1'-0' -—-PROPOSED CONC. — WALL & FOOTING 7>, ie x, 22 12! \N \v / C6 “> /~ “N a IS / — 14 ACS, S1 7 ~ 7 (TYP) 4 (TYPICAL) / 12 #8 SPACED EQUALLY TOP AN BOTTOM |— SEE COLUMN HARNEL PLAN DETAIL 144" x 144" CONCRETE FOOTING, TYP. C4; S1 7 (TYPICAL) 1 "8" 20" x 20" CONCRETE ORNAMENTAL COLUMN, TYP— . fo INTERNATIONAL 7 I—— 12 #8 SPACED EQUALLY TOP EQUALLY WC P.O. BOX 306115 C3181 ST. THOMAS, USVI (TYPICAL) OO802 7 y C2!S1 T: 340.244.5649 20" x20" (TYPICAL) Cc: 340.244.5610 GRADE BEAMS, oN ™~ / TYP. ~ 144" x 144" CONCRETE FOOTING, TYP: 144" x 144" CONCRETE / / HARNELINTERNATIONAL.COM C1, S1 os FOOTING PLAN DETAIL WARNING THESE PLANS AND THE DESIGNS CONTAINED HEREIN ARE THE SOLE (34 PROPERTY OF HARNEL INTERNATIONAL. THESE PLANS MAY \ 8 NOT BE REPRODUCED WITHOUT THE WRITTEN PERMISSION OF HARNEL REF COLUMN SECTION INTERNATIONAL. UNAUTHORIZED DETAIL FOR STIRRUP USE SHALL INVITE A CLAIM FOR { PLACEMENT COMPENSATION. THE USE BY ANY CONCRETE FOOTING, TYP: 20"x20" CONCRETE COLUMNS EMBEDDED INTO 16" TH. & CONCRETE WALL, TYP. aa) a” PERSON OR FIRM OF THESE PLANS Lt OR ANY PART THEREOF SHALL NOT at IN ANY WAY SUBJECT HARNEL INTERNATIONAL TO ANY COST OR DAMAGES FOR ANY ERROR OR OMISSION CONTAINED THEREIN. 1 "4" 2'-6" 2! 3" CONC CONSTRUCTION DOCUMENTS FORA TWO LEVEL PARKING STRUCTURE AT: 2" | 12' 3" ™—__ CONC BLINDING BLINDING Y TTT SAI io .0 SS SSI ATES I EI F || III We Eiri AT II IIE Ale EMBEDDED INTO 16TH” MNS ~L PARCEL No. BAAAA iri CONCRETE WAL 1 FOOTING SECTION DETAIL & SAB YI |" foo (TYPICAL) ESTATE GRUZ BAY CRUZ BAY QTR. ST. JOHN, USVI SS ° ~ ~ 2 YA G > » Y »~ 2" RE Y Ry SS R Qa \Y z#MQB ZK NY, AS Y i S ~S S QR S ROX. Y jo [eo] » Ys XY » A > WY SA \y Zz R Y x SST Tri Coe === ASS Sil - = oc. 12" ‘ O.C., TYP. ign SATE TE II lo. oO OC., TYP. G » LE i . #6 @ 8" 2 _—— 0c. TYP. RRS WTS KR A N Ui iI IIT: TE II | FI III; aT WE ROX. YS YG, AS ty FOUNDATION PLAN G 4 |FOOTING DETAIL (TYP.) RR YON O'-0" ‘KA Zan SAS IE = Te Tm ilk: = \ AS x Y > Xi (iw oi SCALE 1/8" = 1'- 0" DATE: 05/09/2023 Vi SCALE 1/4" = 1'-0" PROJECT No.: -- » Y » VR ja y KH SS Z WS YY SEA xX Ce YS SS fe) fe) » x Gr Z Ze KR Y > SS ISS »~ Y Y QE CO OS SAdYSY AS Y INA ZK » Z AS —| r ill: | SS YD a i MAT MEMBRANE SCALE: AS SHOWN Ge WV yy TEST EE TI SOIL MATERIALS: FOUNDATION NOTES e 8 Pee Val it Uw jo 8° ROOTS, SOD, OR OTHER DELETERIOUS MATERIAL WITH ALL ROCK PARTICLES AND HARD EARTH 2. EXCAVATE TO INTENDED ELEVATIONS AND DIMENSIONS SHOWN. IF APPLICABLE, EXTEND EXCAVATIONS A SUFFICIENT 2X4 KEY AT YATE T= aN OE < ne WATERPROOFING DRAWN BY: HAB w= =I SAT ; oo D—~ 2 CHECKED BY: HAB UNDISTURBE Val STMT I= < ae ae a, 1. SATISFACTORY SOIL MATERIAL: ASTM D 2487 SOIL CLASSIFICATION GROUPS GW, GP, GM, SW, SP, 1. PROVIDE BORROW SOIL MATERIALS WHEN SUFFICIENT/SATISFACTORY SOIL MATERIALS ARE NOT AVAILABLE FROM ° SETI US 2 COATS OF OTHER CONSTRUCTION, AND FOR INSPECTIONS. No.! DATE REMARKS oo PERMISSABLE 95% COMPACTED A on 18'-0O" MAX WA L—PROPOSED DIMPLE YS eee ii CAT ei . SOIL f= APPROVED BY: HAB “~ 9 A — 0) EXCAVATIONS. Sx = =I AND SM. GRANULAR MATERIAL OR FINE COMPACTIBLE SOIL FREE OF EXCESS MOISTURE, MUCK, R EV | S | O N S Uw lo ° ELASTOM ERIC OR 2. UNSATISFACTORY SOIL MATERIAL: ASTM D 2487 SOIL CLASSIFICATION GROUPS GC, SC, ML, MH, 3. FOR FOOTINGS AND FORMWORK: DO NOT DISTURB BOTTOM OF EXCAVATION. EXCAVATE BY HAND TO FINAL GRADE JUST Sal Tall BEFORE PLACING CONCRETE REINFORCEMENT » Pe Se ee el ee . NOINS TYPICAL. Sore I ee y BITUMINOUS CL, OL, OH, AND PT. 4. \F APPLICABLE, PROVIDE AND INSTALL POLYETHYLENE FILM WARNING TAPE, MANUFACTURED FOR MARKING AND ; CRATE TE WATERPROOFING IDENTIFYING UNDERGROUND UTILITIES, DIRECTLY ABOVE ANY UNDERGROUND UTILITIES. Ter te PS 3. BACKFILL AND FILL MATERIAL: SATISFACTORY SOIL MATERIAL. 5. PLACE BACKFILL AND FILL SOIL MATERIALS IN LAYERS NOT MORE THAN 8 INCHES IN LOOSE DEPTH FOR MATERIAL jlo Oo yy : SATII 25" MIN CACTI II COMPACTED BY HEAVY COMPACTION EQUIPMENT, AND NOT MORE THAN 4 INCHES IN LOOSE DEPTH FOR MATERIAL . CA Uw 4. DRAINAGE FILL: WASHED, EVENLY GRADED MIXTURE OF CRUSHED STONE, OR CRUSHED, OR COMPACTED BY HAND-OPERATED TAMPERS. ROT TEE | I ° UNCRUSHED GRAVEL, ASTM D 448, COARSE AGGREGATE GRADING SIZE No.57: 6. PLACE BACKFILL AND FILL SOIL MATERIALS EVENLY ON ALL SIDES OF STRUCTURES TO REQUIRED ELEVATIONS AND UNIFORMLY ALONG THE FULL LENGTH OF EACH STRUCTURE. SIEVE SIZE % PASSING BY WEIGHT 7. COMPACT SOIL MATERIALS TO THE FOLLOWING PERCENTAGES OF MAXIMUM DRY UNIT WEIGHT: _— fo) fe) dn UF 13 100 UU Uw 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%; - FILTERING MATERIAL: EVENLY GRADED MIXTURE OF NATURAL, CRUSHED GRAVEL, OR CRUSHED B. | UNDER WALKWAYS, SCARIFY AND RE-COMPACT TOP 6 INCHES BELOW SUB-GRADE AND COMPACT EACH STONE AND NATURAL SAND: LAYER OF BACKFILL OR FILL SOIL MATERIAL 92% li C. UNDER LAWN OR UNPAVED AREAS, SCARIFY AND RE-COMPACT TOP 6 INCHES BELOW SUB-GRADE AND Tey) Pe SIEVE SIZE % PASSING BY WEIGHT COMPACT EACH LAYER OF BACKFILL FOR FILL SOIL MATERIAL AT 85%: — TSI 13" 100 D. FOR UTILITY TRENCHES, COMPACT EACH LAYER OF INITIAL AND FINAL BACKFILL SOIL MATERIAL AT 85%. S GEOTEXTILE A FILTER FABRIC \S WITH 3" OVERLAP e. 2° AT JOINT 3'-O" "AM" 5'-0" O'-0" Th T TE ol TT | ia =I = LUN UE No.50 0-5 == Tone ee 8. UNIFORMLY GRADE AREAS TO A SMOOTH SURFACE FREE FROM IRREGULAR SURFACE CHANGES. COMPLY WITH #6 @ 8" Yr TAT COMPACTION REQUIREMENTS AND GRADE TO CROSS SECTIONS, LINES AND ELEVATIONS INDICATED. SHEET W 2"X 6" WIDEH | O.C., TYP. 4" PERFORATED —22Z 9. SLOPE GRADES TO DIRECT WATER AWAY FROM BUILDINGS AND TO PREVENT PONDING. DRAIN PIPE / . REMOVE SURPLUS SATISFACTORY SOIL AND WASTE MATERIAL, INCLUDING UNSATISFACTORY SOIL, TRASH AND DEBRIS SHEER KEY WEEPING TILE TO AND LEGALLY DISPOSE OF IT OFF OWNER'S PROPERTY. N 5 END OF WALL 11. MATERIALS USED TO PRODUCE CONCRETE SHALL COMPLY WITH ACI 318. fl SAYS SAK \ SOY RRRG AN 3" MIN WANS 5 UY“ 1 AL d SKY RR \Y io) ° 12. FABRICATE AND PLACE STEEL REINFORCEMENT ACCORDING TO CRSI'S "MANUAL OF STANDARD PRACTICE". 13. BOTTOM REINFORCEMENT IN FOOTINGS SHALL BE LOCATED A MINIMUM OF 3 INCHES CLEARANCE FROM THE BOTTOM OF THE FOOTING. 14. ALL EXTERIOR FOOTINGS SHALL BE PLACED AT LEAST 12 INCHES BELOW THE UNDISTURBED GROUND. 15. 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 RRR RRORRRRREOV CHANGE THE ELEVATION OF THE TOP SURFACE OF THE FOOTINGS OR WHERE THE SLOPE OF THE BOTTOM SURFACE OF RRRRRRRRRRRE THE FOOTINGS WILL EXCEED ONE UNIT VERTICAL IN TEN UNITS HORIZONTAL. NRRRRRRRRRG 16. CONCRETE AND MASONRY FOUNDATION WALLS SHALL EXTEND ABOVE THE FINISHED GRADE ADJACENT TO THE RR SSS “y s SS fe) fe) fe) fe) fe) fe) fe) ‘ KE fe, fe, fe, fe) fe) fe) fe, fe, fe, fe, fe) fe} fe) fe) fe) fe) fe) fe) lo fe) RR CX VR {e) fe) lo fe) fe} [e) [e) fe) [e) [e) SS XC ‘Z ER SV Y KAY » RX, AY SS XR 3" Ff 1 "6" Y/Y —K Y Y xR WIS 2-0" " <4 +45 @8 A Wy, SIS x x RX 2 O.C., TYP. #5 @ 12" 2 4 O.C., TYP. RRR FOUNDATION AT ALL POINTS A MINIMUM OF 6 INCHES. ANSP 17. 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. 18. 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. ' 19. DRAINS SHALL BE PROVIDED AROUND ALL CONCRETE OR MASONRY FOUNDATIONS THAT RETAIN EARTH AND ENCLOSE F 1 6" T H R ET W AL [_ & FOOT] N G D ET Al [_ 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. QQQ ran | = YO SCALE 1/2" = 1'-0O" 20. 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. 3" MIN 3'-4" 4 STIRRUPS @ LL 9" 0.C., TYP. O'-4" FOUNDATION PLAN & DETAILS SCALE: 1/8" = 1-0" — #5 BARS @ 12” o.c. (typ) _ 37-0” a | ! ' ~~ ; ~ | ~ OR 12 1 #5 DWLS. @ OR 12" #5 DWLS. @ ° 7 | ° | "O.C. ALT. 8" 0.C. ALT. : nN | 3 ; 2 COATS OF THOROSEAL | BEND L = 5-0" 2 COATS OF THOROSEAL BEND L = 5'-0" © KY 1?| #5 BARS @ 8" o.c. (typ) aN ic —#5 VERT. CONT. @ 8" O.C. ONS aK >” KEY CONT , COVE BASE CONT. qd —#5 @ 8" 0.C. HORIZ.. #9 @ Or O.G. VERT: + HARNEL #5 BARS © 8” o.c. (typ) V al/ ° \ ” , VINYL WATER STOP COVE BASE CONT: VINYL WATER STOP, ! ! #5 BARS @ 12” o.c. (typ) v4 ' DS TYPICAL @ CISTERN INTERNATIONAL #4 @ 8" 0.C. CONT. ia TYPICAL @ CISTERN ; Al \ b #4 @ 8 O.C. CONT. a ° NOTE: - Kas — - - ee 7 "a ply al = P.0. BOX 3O61 15 N STAGGER SPLICE IN Ke <i ne caer CN < + A ST. THOMAS, USVI STRAIGHT SECTIONS a eee oosa2 8” OR 12” OF WALLS. C iL "Tee | a 3 EA #5CONT. WI 6 EA. #5 CONT. VA T: 340.244.5649 UNDISTURBED SOIL #5 @18" O.C. L = 2'-6" INL #S @18 0.6. NDISTURBED SOIL Gi 340.244.5610 D1 CONCRETE WALL DETAIL AT CORNER COMPACTED TO 95% Pees CO OENSIRY MAX. DENSITY . HARNELINTERNATIONAL.COM SCALE NTS FOOTING DETAIL AT FOOTING DETAIL AT WARNING (F1.\ CISTERN PARTITION WALL (F2 CISTERN FOUNDATION WALL CUNTAING® NEREIN ARE THE SOLE PROPERTY OF HARNEL #9 BARS @ 8” o.c. (typ) —_ ° "oeatrnn "satnn INTERNATIONAL. THESE PLANS MAY 6 SCALE 1/2" = 1'-0 6 SCALE 1/2" = 1'-0 NOT BE REPRODUCED WITHOUT THE NN WRITTEN PERMISSION OF HARNEL INTERNATIONAL. UNAUTHORIZED USE SHALL INVITE A GLAIM FOR 12'-0" MAX #5 BARS @ 8” o.c. (typ) — ° COMPENSATION. THE USE BY ANY ~ PERSON OR FIRM OF THESE PLANS ° ne) OR ANY PART THEREOF SHALL NOT ” IN ANY WAY SUBUJEGT HARNEL #5 BARS @ 12” o.c. (typ) \ \ 1 INTERNATIONAL TO ANY COST OR \ 8 DAMAGES FOR ANY ERROR OR \ \ ' 2.5" STEP LEDGE OMISSION CONTAINED THEREIN. —T 3 A A A a — WEEP HOLE. > aw aS (3) #5 REINF. BAR - ] \ ° #5 DWLS @ g" O Cc ad 8" TH. RAILING STONE WALL —_S 95" ET Va CLEARANCE TYP. TOP (AS SHOWN) N _ CG O N STR U CTI O N 8" | 3’-0” ALT. BEND L = 5'-0" P{ Yo" THICK HALF STONE WALL #5 VERT. CONT. @ 8" 0.C. : 7 REINF.CONC. wre Ih ae DOCUMENTS FORA _ | |. a Ne STEP (2) #5 REINF. BARS 1 eae TWO LEVEL PARKING ~ A AT BASEMENT PLANTER #5@8"O.C.HORZ— | re SN MIDDLE (AS sHowny ek aa TT Bg ” 7 wv wy 7 oF . L#5 BARS @ 8” o.c. (typ) ° #5 VERT. CONT. @ 8" Oo TY Gy uF STRUGTURE AT: ° ~ (1) #4 TIE DOWEL ET —T ; (=P: - 4 TE — #5 BARS @ 8” O.C. (typ) a Sts BENT @woc | Po #3 STIRRUPS @ 8" 0.C. 2) ca a , WEEP HOLE z] #4 VERT. REINF. BAR IN ee S/S. 1-8" NN PARGEE NO. SAAD” 4 i" Tee eed eed eed ocd eed ead (3) #5 REINF. BARS & SAB SOF Tr STONE FOUNDATION WALL ce elt BAR! eal us BOTTOM (AS SHOWN) UNDISTURBED SOIL OR: CONCRETE WALL DETAIL ! ee BYE eee EARTH COMPACTED ESTATE GRUZ BAY _ J 3 JQ [re #5 BARS @ 8" O.C. | WA =1 O TO 95% DENSITY CRUZ BAY QTR. AT INTERSECTION , ; / Na, ARM ONS wel 4] 5 a = ST. JOHN, USVI SCALE NTS 8” OR 12”SITONE PLANTER f 95% MAX. DENSITY eet ¥*,|_ OF Tee yn | / |e a see oo be UNDISTURBED SOIL = / . 2" WEEP HOLE 2 / (3) #4 CONT. REINF. BaRS—“ | F-li}—UNDISTURBED SOIL (3) #4 CONT. REINF. BARS DATE: 05/09/2023 3" EVENLY SPACED : EVENLY SPACED PROJECT Na:: | 4'-0" 12"X12" UPTURNED BEAM | Riv. " | — RIZ2. SCALE: AS SHOWN W ne, \ wog . a | Te RI F3 \ FOOTING DETAIL F4 \ FOOTING DETAIL F8 \GRADE BEAM DETAIL = |orawn ay: HAB a ee ee ee | . " atl " nu " atl : -F(p | ee | 6 SCALE 1/2" = 1'-0 6 SCALE 1/2" = 1'-0 6 / SCALE 1/2"=1'-0 CHECKED BY: HAS VV APPROVED BY: HAB e YY HI e KK KK Te ee ee ee E O.C., TYP. ee REVISIONS _! fe} " K XX (LE fe) © bet Ye SATIRE IS TSTETE oy. | , #5 DLS: @ i SOC. ALE VV =|—6" STONE 8" O.C. ALT. , a "O.C. ALT. lo Ww » yy» Te a: uly lo fe! a _ \ " fe. 4 _ ; h 2.5" MIN Win FACADE | BEND L = 5'-0 aa BEND L = 5'-0 RRA SSS 4 gy F CRA | “le ; a ; a 95% COMPACTED- 8AAlq irl l lly a 4) 45 VERT. CONT. @ 8" O.C. | HS VERT. CONT. @ 8" O.C. PP FILL Yemen) | i? id #4 @ 8" 0.C. CONT 2X 2 KEY AT RR SEE SLAB PLA . #5 @ 8" 0.C. HORIZ.. SEE SLAB PLA . #5 @ 8" 0.C. HORIZ.. ~ e PERMISSABLE 7a Uriel lll ° q | q id - SS ao eS al = ; CONSTRUCTION SATA 5 io 7 = - = 5 a : a = al = - fe ~~ — : — : ad oo fo Ao. a- : — _ a a ne a a ; er ; a eo a FILTER FABRIC RAAT TEIN iT Ali #4 VERT. REINF. BAR IN 7 Toes 36" cee = 3'-6 1'40 2'-6 WITH 3" OVERLAP Cee 6 MIL. POLYETHYLENE es | See 6 MIL. POLYETHYLENE en | @lpZ-T GROUT FILLED CELLS Frtlellip tlle mi r AT JOINT Yan |. | VAPOR BARRIER TYP. “Teall | Tells le-" 45 BARS @ 8" O.C VAPOR BARRIER TYP. “Tell }-figln” #5 BARS @ 8" O.C. 6 EA. #5 CONT. SHEET P Vee ° FILL COMPACTED T aaa Sea FILL COMPACTED T aa, ee iL VATA ly 4 } £16 4] Aa =! Oo L = 2'-6" SOIL 6 46 @ 8" ; Vall Feller | “| 95% MAX. DENSITY ot Kye) OF 95% MAX. DENSITY i * Gea COMPACTED Z 4" PERFORATED —2x2Z : Ae = Oe = 3 = P wee DRAIN PIPE / WS : (3) #5 CONT. REINF. BARS UE NDISTURBED SOIL (3) #4 CONT. REINF. BARS— [TIT 36" (clit UNDISTURBED SOIL DENSITY = SHEER KEY ; WEEPING TILETO Xxx et | EVENLY SPACED rll rr es eer Lira EVENLY SPACED Fritts tir ver 3" END OF WALL <a aly, = a ye NN a ae ee oa SLAB ON GRADE or 16 —_ NS 1 IN fe] fe) fe} °o ¢q fe} fe} fe] M4909 \ieoswemn | | ores (F5.\ FOOTING DETAIL (F6\ FOOTING DETAIL (F7\ EDGE DETAIL qd W . "9 . X C4 Zs ae A , RRRRRRAENRR Ree 6) SCALE 1/2" = 1'-0" 6) SCALE 1/2" = 1'-0" 6) SCALE 1/2" = 1'-0" ~ " " =| WN > 4.1 O.C., TYP 12" TH. RET. WALL : ~ a, W., . (EF . . LL INNNY STRUCTURAL DETAILS SCALE: 1/2" = 1'-o" CORNER BARS (SAME SIZE & SPACING AS HORIZ. WALL REINFORCEMENT) yo al | 2" CLR. mer . 2 HL i% |: It. 5 . a. Ly a4 cog, 4 a 9 SEE SCHEDULE FOR WALL REINFORCEMENT NOT TO SCALE D3 CORNER REINFORCEMENT DETAILS 2X4 KEY STOP HORIZ. BARS 3" FROM JOINT (TYP. EACH FACE) —_ = za - < a4 = NU 4. a qd 7g. : 4 Ag 74 ; . 9 “q ; _ _, a + ; ) nr.) < a “AS A q . “A 2g ; ; ; 4 1/2" PREMOLDED JOINT FILLER D5 EXPANSION JOINT - 100.0° O.C. MAX NOT TO SCALE ; yA) J a . J : J QZ. 4 A ia v . od, . V 2 4 a4 4 fA .g: A a Se ne J 4 . a . 4 A g A g . a ae ¢ 4 , A A J = 4 f- _ v. A Jig : . ee 4 <A oe - i _ . a i - a —Z a a 4 44 a SV ‘ a «4 4'- 6" L CONSTRUCTION JOINT D/ NOT TO SCALE NOTE: CONTROL JOINTS MAY BE SUBSTITUTED FOR CONSTRUCTION JOINTS AS NEEDED FOR CONSTRUCTION. CORNER BARS (SAME SIZE & SPACING AS HORIZ. WALL REINFORCEMENT) tha LA. ] q SEE SCHEDULE FOR WALL REINFORCEMENT IN 4 th IN 4 2° CLR. me I a D4 CORNER REINFORCEMENT DETAILS NOT TO SCALE D6 CONTROL JOINT - 25.0° O.C. MAX. NOT TO SCALE D3 ; 1'- 6" | y CONSTRUCTION JOINT - 5.0 “ MIN. FROM CORNER NOT TO SCALE NOTES FOR THE CONSTRUCTION OF THE CAST - IN - PLACE CONCRETE RETAINING WALL 10. 11. 12. 13. 14. 15. 16 17. 18. 19. 20. 21. 22. 23. 24. 25. ALL CONCRETE WORK SHALL CONFORM TO THE AMERICAN CONCRETE INSTITUTE STANDARD 318-11 AND IBC 2012. MINIMUM REQUIRED SOIL BEARING CAPACITY IS 2.000 PSF AND SHALL BE APPROVED BY A GEOTECHNICAL ENGINEER PRIOR TO CONSTRUCTION. BACKFILL AROUND THE CAST - IN - PLACE CONCRETE RETAINING WALL SHALL BE PLACED IN 6" LIFTS AT 95 % STANDARD PROCTOR COMPACTION. ALL STEEL SHALL BE ASTM A 615 GRADE 60 REINFORCEMENT. UNLESS OTHERWISE NOTED, ALL REINFORCING LAP SPLICES SHALL BE PER ACI STANDARDS CLASS 8 SPLICES. PRIOR TO PLACING CONCRETE, ALL REINFORCING STEEL SHALL BE FREE OF RUST SCALE OR ANY FOREIGN MATERIAL. CONCRETE TO BE 4500 PSI WITH SLUMP OF 4 TO 6 INCHES, MAXIMUM W/C RATIO OF 0.45, & TARGET AIR CONTENT OF 6.0%. VERTICAL CONTROL JOINTS SHALL BE MADE WITH CHAMFER EDGES AT 25 FT. (MIN.) INTERVALS ALONG WALL LENGTH. TEMPORARY SAFETY FENCE SHALL BE INSTALLED MEETING CURRENT OSHA STANDARDS UNTIL PERMANENT FENCE (DESIGNED BY OTHERS) IS INSTALLED. ALL EXCAVATIONS MADE FOR THE WALL CONSTRUCTION SHALL BE APPROVED BY THE ON-SITE GEOTECHNICAL ENGINEER AND MEET OSHA STANDARDS PRIOR TO CONSTRUCTION. CONTRACTOR SHALL GIVE CONSTRUCTION VERIFICATION ENGINEER 48 HOURS NOTICE PRIOR TO POURING ANY CONCRETE. ALL REINFORCING STEEL SHALL BE INSPECTED BY THE CONSTRUCTION VERIFICATION ENGINEER PRIOR TO POURING CONCRETE. FOOTING MAY BE CAST INTO AN EARTH-FORMED TRENCH IF SOIL CONDITIONS PERMIT. EXCAVATION FOR FOOTING SHALL BE CUT TO ACCURATE SIZE AND DIMENSIONS AS SHOWN ON PLANS. ALL SOIL BELOW SLABS AND FOOTINGS SHALL BE PROPERLY COMPACTED AND SUB GRADE BROUGHT TO A REASONABLE TRUE AND LEVEL PLANE BEFORE PLACING CONCRETE. ALL BEARING MATERIAL SHALL BE INSPECTED BY THE INDEPENDENT TESTING AGENCY PRIOR TO CONCRETE PLACEMENT. THE INDEPENDENT TESTING AGENCY SHALL BE THE SOLE JUDGE AS TO THE SUITABILITY OF THE BEARING MATERIAL. FOOTING ELEVATIONS SHALL BE ADJUSTED AS REQUIRED. NO EXCAVATION SHALL BE CLOSER THAN A 2:1 (2 HORIZONTAL TO 1 VERTICAL) ZONE OF INFLUENCE EXTENDING OUT DOWNWARD FROM THE CAST-IN-PLACE FOOTING. PROVIDE SHORING AND PROTECTION FOR EXCAVATION BANKS AS NECESSARY TO PRESERVE SAFETY AND PREVENT CAVING. ALL BEARING STRATA SHALL BE ADEQUATELY DRAINED BEFORE FOUNDATION CONCRETE IS PLACED. THE CONTRACTOR SHALL INFORM THE PROFESSIONAL OF RECORD IN WRITING OF ANY DEVIATION FROM THE CONTRACT DOCUMENTS. AT ALL TIMES THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE CONDITIONS OF THE JOB SITE INCLUDING SAFETY OF PERSONS AND PROPERTY. THE ARCHITECTS OR ENGINEER'S PRESENCE AT THE JOB SITE FOR REVIEW OF WORK DOES NOT IMPLY CONFIRMATION OF THE ADEQUACY OF THE CONTRACTORS MEANS OR METHODS OF CONSTRUCTION THE CONTRACTOR IS RESPONSIBLE FOR THE COMPLIANCE WITH OSHA REGULATIONS. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS BEFORE STARTING WORK. THE CIVIL ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES. BRACE WALLS DURING BACKFILLING OR USE HAND OPERATED EQUIPMENT WITHIN 5° BEHIND WALLS. FACTORS OF SAFETY F.S. OF SLIDING = 1.5 F.S. OF OVERTURNING = 2.0 F.S. OF BEARING CAPACITY = 2.0 F.S. OF GLOBAL STABILITY = 1.3 THE CAST-IN-PLACE CONCRETE RETAINING WALL IS BASED ON THE FOLLOWING PARAMETERS: EFFECTIVE FRICTION ANGLE = 30° COHESION = 100 PSF (TOE OF SLOPE ELEVATION) COEFFICIENT OF FRICTION = 0.35 UNIT WEIGHT OF SOIL = 120 PCF BEARING CAPACITY OS SOIL = 2000 PSF 2500 PSF SURCHARGE= = 250 PSF 100 PSF HYDROSTATIC LOAD = TOE OF SLOPE ELEVATION. THIS DESIGN IS BASED UPON SPECIFIC PROPERTIES OF MATERIALS WHICH ARE PROPRIETY. ANY SUBSTITUTION OF THE SPECIFIED PRODUCTS OR CHANGE IN STRUCTURE GEOMETRY WILL INVALIDATE THIS DESIGN. THIS DRAWING IS BEING FURNISHED FOR THE USE ON THIS SPECIFIC PROJECT ONLY, ANY PARTY ACCEPTING THIS DOCUMENT DOES SO IN CONFIDENCE AND AGREES THAT IT SHALL NOT BE DUPLICATED, IN WHOLE OR IN PART, NOR DISCLOSED TO OTHERS WITHOUT THE CONSENT OF HARNEL, LLC. THIS DRAWING, DESIGN NOTES AND ASSOCIATED CALCULATIONS HAVE BEEN PREPARED BY HARNEL, LLC, FROM INFORMATION PROVIDED BY OTHERS. FINAL DETERMINATION OF THE SUITABILITY OF ANY INFORMATION CONTAINED HEREIN IS THE RESPONSIBILITY OF THE USER. CONSTRUCTION VERIFICATION OF THE WALL INSTALLATION BY AN ENGINEER IS REQUIRED AND MUST BE PROVIDED BY A KNOWLEDGEABLE GEOTECHNICAL ENGINEER FAMILIAR WITH CAST - IN - PLACE STRUCTURES, HARNEL CAN PERFORM THIS VERIFICATION AS REQUESTED BUT MUST INCLUDE DAILY SITE VISITS. FAILURE OF QUALITY ASSURANCE TESTING AND INSPECTION TO DETECT ANY DEFECTIVE WORK OR MATERIAL SHALL NOT IN ANY WAY PREVENT LATER REJECTION WHEN SUCH DEFECT IS NOTED, NOR SHALL IT OBLIGATE THE OWNERS REPRESENTATIVE FOR FINAL ACCEPTANCE. NOTE: THE CIVIL SITE DESIGNER SHALL APPROVE PRIOR TO CONSTRUCTION THE DETAILED LAYOUT FOR THE RETAINING WALL(S) AS SHOWN IN THESE SHOP DRAWINGS, DESIGN AND COORDINATION OF SURFACE DRAINAGE, STORM STRUCTURES, UTILITIES, FENCES, CURBS, GUARDRAILS AND OTHER NEW AND EXISTING IMPROVEMENTS IN THE RETAINING WALL AREA REMAINS THE SOLE RESPONSIBILITY OF THE CIVIL SITE DESIGNER. THE WALL INSTALLER IS RESPONSIBLE FOR PROVIDING DRAINAGE AS SHOWN ON THE CONSTRUCTION DRAWINGS, FAILURE TO FOLLOW THESE DRAWINGS IN THEIR ENTIRETY WILL INVALIDATE THE DESIGN. HARNEL INTERNATIONAL P.O. BOX 306115 ST. THOMAS, USVI 00802 T: 340.244.5649 > 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. UNAUTHORI 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. ZED CONSTRUCTION DOCUMENTS FORA TWO LEVEL PARKING STRUCTURE AT: PARGEL NO. SAAAA &k 3AB ESTATE CRUZ BAY CRUZ BAY QTR. ST. JOHN, USVI DATE: 05/09/2023 PROJECT NO.: SGALE: AS SHOWN DRAWN BY: HAB GHEGKED BY: HAB APPROVED BY: HAB 8 - #8 BARS W/#3 AS SHOWN (SEE DETAIL "X") = —=_— ‘<——* 8 1'-8" (op) + Ke) 2 ‘ = oOo} J S ; +e = st © sp) + © 1'-8" a SEE FOOTING STIRRUPS SPACED aN {DETAIL Ll 2" bd La COLUMN PLAN DETAIL SLAB BEAM CONGRETE RETAINING WALL DETAILS & NOTES COLUMN SECTION DETAIL C COLUMN DETAIL (TYP.) SCALE 1/4" = 1'-0" SGALE: 1/2 REVISIONS DATE REMARKS SHEET NCLINED PARKING LANES PLACEMENT OF COLUMNS BELOW THE INCLINED PARKING LANES SCALE 1/4"= a v \ 2'-6" v a COLUMN 3 WHITE PLASTER \ FINISHING \ 2'-6" v HARNEL INTERNATIONAL P.O. BOX 306115 ST. THOMAS, USVI 00802 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 CLAIM FOR e COMPENSATION. THE USE BY ANY | PLASTER - | | | ‘ | @)— oA" w 1 1 PERSON OR FIRM OF THESE PLANS FINISHING . \oe -—\ OR ANY PART THEREOF SHALL NOT | DETAIL -A tL] = DETAIL -A tL] N | B DETAIL -A Eb INTEO NATION ae 3 ECT HARNEL | 2'-4" N DAMAGES FOR ANY ERROR OR oar HF aH OMISSION GONTAINED THEREIN. ©) 2 2 71 a FINISHING N DOCUMENTS FORA - | |: es A | A - | |e RK] = - | |: TWO LEVEL PARKING __| | 5&0 : rT ; re Ta} x Thal? PLASTER 2 ale 2 ip} ale] || [Roe 2 N al “E || PEN STRUCTURE AT: A a =|. [er ] PLASTER NK = i ] A A i i. r 1%] + FINISHING r 1 I | 4 ° WHITE _/ I STONE WHITE ff I ry] loan Z WHITE ff E PA R CG E L N 0 . SAAAA Ae tt be PLASTER FINISHING Ate PLASTER STONE HH tt be PLASTER & SAB \ : f | ~ BASE SECTION A-A \ | \ | K BASE SECTION A-A ; FINISHING | | SN BASE SECTION A-A ESTATE GRUZ BAY STONE Ve OS YC \S 8 B rex ere ) x CRUZ BAY QTR. Ye q. TU IZ S g TU IZ eS . TU IZ | FINISHING e=6 © QR tr) i” OR 1 OR) i OR ST. JOHN, USVI SSG at CAG * es BAG * oral | —_ DSS ZX] STONE bOSC | DS YANG, STONE —p OC | DS YANG, STONE — (2 OC N DATE: 05/09/2023 p/ 2-8" FINISHING Oy L/ 2-8" | FINISHING OY | / a8" | FINISHING Oy a7 a BASE XN XI 7 7 BASE SS SS Fm 7 BASE SS SI Ls PROJECT NO.: -- ; STONE | _2'-8" | STONE —~ | _2'-8" ; STONE | _2'-8" L . BASE “SECTION B-B FINISHING “— SECTIONB-B FINISHING “~— SECTIONB-B SGALE: AS SHOWN w Les er DRAWN BY: HAB - - _ _ _ _ _ _ - _ _ _ - - - - - - _ _ _ _ _ - - - CHECKED BY: HAB . _— a. . _— ~— . . Cl COLUMN DETAILS © scace: = 10 COLUMN DETAILS © scate: = 10 COLUMN DETAILS © scace: = 1:0" |APPROVED By: HAB (— (— (ome REVISIONS ' LASTER #2 p26" __y 1p AgTER He No.| DATE REMARKS FINISHING IN FINISHING LAN FINISHING LAN ; \ = \ _ \ 7 = (@)— 2'-4" A 2'-4" w | (@)— 2-4" N NIL NIL Nid | " " | " " | " " DETAIL -A tL] DETAIL -A tL] DETAIL -A Eb I I I a —_ —__ WHITE —— —__ PLASTER a — a PLASTER a ; FINISHING N 79" ; 79" | FINISHING \ 7-5" co] 9 lage Pak co] co] | Al in Hee ; 4) | : | | ls Ht i, i) | Al in S “ag 7) + | | / f + | | / + | | / f A || 2'-4" y WHITE | 2-4" y WHITE J {2'-4" , WHITE 7| M1 PLASTER 4 ri PLASTER _ 4 1 PLASTER STONE STONE STONE 1 FINISHING i | AL BASE SECTION A-A FINISHING i> — | BASE SECTION A-A FINISHING ib — | ane BASE SECTION A-A N = = N = SOS onal OS oral OS oat ; STONE —-4 PA ZPQELT NG STONE = —+2' PA VA NC ANS STONE —p4 PA | / og" | FINISHING JO | / og" | FINISHING JO L/ og" | FINISHING JO a a BASE =—_ =—_ a a BASE =—_ =—_ a a BASE =—_ ee FINISHING “ SECTION B-B BASE “ SECTION B-B OES “ SECTION B-B ’ C4 COLUMN DETAILS SCALE: 3/8" = 1'-0!' C5 COLUMN DETAILS SCALE: 3/8" = 1'-0!' POLUMN DETAILS SCALE: 3/8" = 1'-0!' a CONCRETE CGCOLUMN DETAILS SCALE: 1/4" = > = ,8/L FaIwos SIIVLAG ¥ SNV1d 8V1S AHOOTS LSYl4 (YOO 14 LNAWNASVSEA Ob =uc/b AIWOS (6 TivLad Wva GaNyNLdn \ +4 / 0-.b=.8/b AWOS NVld €V1S d¥OO IS LSalas INSWSOYOSNISY V1S YO4 NVId av1S 3AS——__ |§_ WOLLOG ates Suva ‘ANISM S#(€}— __ | “LNOO G# ‘V3 954d ‘7'0 49 ® SANYMILS G4 ———~ TIVHS 155LS WOLLOG TIV (NMOHS SY) dOL SION SHV ‘ANISN S#(¢ u9.2 = 1'°D'O u8L® SH IM uO, L IASHS ‘dAL ‘MO14d NAINTOO ALAYONOO 102X027 Ob =.2/-L AIWOS (6 7 ‘GALON ASIMYSHLO SSSFINN WV3¢d SO Aadls TIvLad Wad \ 1 / ote eas G# 3d TIVHS 1541S dOl TIV ALON uv- Lb | (NMOHS SV) WOLLOG SHV “ANISN G# (¢) SYYVNAN Jivad |‘ON — “GALON ASIMYSHLO SSHFINN WV3d SO 3dIs ra—o a ae 2 || IW SuVd “ANISY S# (Z) SNOISIASRN No . p O ao | 9'0..9 © SANYUILS C# HOVE NvdS f= 1 '9'0.8® = “p - | ; ; © ar : G# 3d TIVHS 15451LS dol Tv gavH "AG GO5dA0NddV [. k 7 & : Ja =—dOl SYvd dNIsd GH (€) ALON GVH ‘Ag GsasogHo oN INSW3OuNOSNISY avis YO4 NV1d avs 35s EVH "Ag NMVuG NMOHS SV rdqVoSs == "ON LoOdrodd &c¢0¢/60/90 -dLVa wO7b =u12/- AIWOS ZS IASN ‘NHoOr ‘LS MVLAd aIVLS seen wa 30 3aIs 2 HOVA NVdS foq 9'0.18 YHLO AVGA Za oJ) G# 3d TIVHS 1541S dOl TIV AVG znyo SJLVLSo SI0N VVVVE "ON 1490uVd __ SiN SiN MIA NV1d TIVE TIVM HONOYMHL NOILOZS LV AYNLONYLS —_ WW TIVM OL INIAAVd IAAT OML [_ 1104 NOISNVdxX4 ik VY ¥O4 SLNAWnoOG 08 NOISNV<X NOILONYLSNOO _/ ER —. 0-4 =.8/L ATWOS NVld €V 1S YOO Id LNAWSASVE OL py Pee "NISYSHL GANIVLNOO NOISSIWNO Adid 0 ué/b-b Adlild ‘d'O .2/b-b | yO YONNT ANV YO4 SaDVWVAG WAM HNO LSO9 ANV OL IVNOILVNYGALNI TSENYVH LOSPENS AVM ANV NI LON WIVHS 4SO03uSHL LYVd ANV YO WAL SNV1d 3SS3HL 40 Wala YO NOSUYad ANV AS 3SN 3HL ‘NOILVSN3dqWOO NO4 WIVID V SLIANI I7VHS 3Sn GAZINOHLAVNN “IVNOILVNUYSLNI TSENYVH 430 NOISSIWYNSd NALLINM SHL LNOHLIM Ga9ndoOsdaY 3G LON ALISN3G %S6 OL GSALOVdNOD AVW SNM wo AiNagoNg LuVa YO 10S GSAEGYyNLSIGNN . ao 3170S 3HL FyYV NIBZYSH GANIVLNOD : / g a SN9ISSC S3HL OANV SNV1d 3SSHL Suvd v# (Z uV7Ae J ay — [J [o> FININYVM = (9 \ } \ 44 J _ ‘0'0 .0L® oe) Ro SAIL c# 0 Pel feb —“ S : dOL'9'0 8 © v# NVI avs 9 ax | dOL'9'0 8 © v# / dOL‘9'0 18 © r# NOTEE by "90> No Nog v7 L % ~ ax dOL'9'0..8 © vt \ Ar 19-2 = 1°D'O wBL® S# IM “LNOO S# ‘V3 9 3d TIVHS 1431S WOLLOG TV uG i] WOOD IWNOILVNAALNITANAVH N 107.6 uO OLOS‘'?VVa OVE <4 = pi: 6vOS rrz Ore iL / (NV1d SLIS 35S) C cO800 AVM 1WM ‘noo! "At IASN ‘SVWOHL ‘LS GLLOOE& XO ‘Od uve v# (2) SAVMHLOg [Ct D0.z!® lel | NAINI09 %eS Suva |’ HN.) ALaMONOD “ANISM v# OTT uSbXucb IVNOILVNASALNI! iT) a L TANAVH ddld G0 id/b-b ‘dAL YVd “ANISY 5 ox 7 ONISON aIVLS C# | ONICGNV1 L—ONOO u97€ 1072 ‘0'0..2b © STAMOT F HARNEL INTERNATIONAL P.O. BOX 306115 ST. THOMAS, USVI 00802 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. #3 STIRRUPS (TYP) | LOCATED AS SHOWN 11 #8 BARS TOP 648 BARS FROM EA END OF BEAM ! 9 #8 BARS BOTTOM 548 BARS VY oo 4 | or > 548 BARS S < QO. faa) : 5 O ra STIRRUP PLACEMENT DETAIL OF BEAM B2 EK /B2> BEAM DETAIL : SR A \10_//ScA NTS a O #3 STIRRUPS (TYP) 12 #8 BARS TOP 7#8 BARS LOCATED AS SHOWN 12 #8 BARS BOTTOM FROM EA END OF BEAM \ 5#8 BARS y \ y y = 4'-8" © ©1060 © 2 x o#8 BARS 2. 10#3@3" | 6 #3@4" REMAINDER @ 6" _ 6#3@4" | 10#3@3"—_2"|_ +H 7#8 BARS C \ A : /B3> BEAM DETAIL 2 STIRRUP PLACEMENT DETAIL OF BEAM B3 : \10_//ScAt NTS O SCALE NTS Lu | uu 2 : qi #5@7.0" #5@7.0" #5@7.0" #5@5.0" #5@8.0" #5@8.0" |p #4@12.0" MQ 120 ja r #4@12.0 - | gaq@oan na@oa" —/ 4a@2a" | #A@24" SEE BEAM DETAIL ; 20" 20" | SEE ALE DETAIL — —- 10" THICK SLAB REINFORCEMENT DETAIL SCALE NTS 20" : KY 10'-0" | AY 10'-0" a BEAM & SLAB DETAILS SCALE: NTS CONSTRUCTION DOCUMENTS FORA TWO LEVEL PARKING STRUCTURE AT: PARGEL NO. SAAAA &k 3AB ESTATE GRUZ BAY CRUZ BAY QTR. ST. JOHN, USVI DATE: PROJECT NO.: SGALE: DRAWN BY: GCHEGCKED BY: APPROVED BY: 05/09/2023 AS SHOWN HAB HAB HAB REVISIONS .| DATE REMARKS SHEET ‘ _ ey ¢ . a a ia Xcligy = awe ay, ‘4 1 5) Pt | hy, C oe ce o Co. yay i( e) Pt DK" ip Yy Y \4 F. F. F- F- COCO SO GOS ISO COST SUIT x x OI eteGs & es YO SO SOSOSO0S0e c = \F (v4 F (4 F v4 va o F- F- etee, BODO S BODOSOSOS0G c ZF & (ea (ea Ss (ea ea FZ wa a Xr 2-2 eo NS ZZ VET NG NG NB NG 8'-6" wy / t won Ol RANea movan |_|, 7 —— > C a, Tw i— aN a a NN V [> Cy 1 1 "7" O TSS SS ere Os NOTES al ad pa ad a ad fa ad aa CST GS CSD C-S—OT_—NG- GST VCS CSD ONG 4" ADDRESS NUMBERS REQUIRED TO BE FACING STREET. FRONT & LEFT SIDE ELEVATIONS BN \s | FRONT ELEVATION SCALE 3/16" = 1' - 0" é= ee RI IATA TOIT Vebatclcloletsns ei A, OH) Rei Bae Cava: L_I_I_I- I B LEFT SIDE ELEVATION SCALE 3/16" = 1° - 0" i OMS yon eD - Be coi oD Contour 34 cot oD SGALE: RO om -4'- 9 1/2" Contour 34 -13' - 9 1/2" Contour 47.5 4'-9 1/2 3/16° = 4'-9 1/2" HARNEL INTERNATIONAL P.O. BOX 306115 ST. THOMAS, USVI 00802 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 TWO LEVEL PARKING STRUCTURE AT: PARGEL NO. SAAAA &k 3AB ESTATE CRUZ BAY CRUZ BAY QTR. ST. JOHN, USVI DATE: 05/09/2023 PROJECT No:: -- SCALE: AS SHOWN DRAWN BY: HAB CHECKED BY: HAB APPROVED BY: HAB REVISIONS No.| DATE REMARKS SHEET FIRST FLOOR A PARKING 4" 4" THICK STONE "40" HALF WALLS. — Va HOLES eh uo 30" WIDE CONCRETE SWALE BASEMENT PARKING PARKING SECTION A-A SCALE 1/8" =1'-0" FIRST a FLOOR 4 4 PARKING 4" THICK STONE ‘-10" HALF WALLS. BUILDING SECTIONS AA & B-B SECTION B-B SCALE 1/8" = 1'- 0" Contour 47.5 4; _ Q' _ 0" = Contour 34 45 -13'-9 1/2" Contour 47.5 Q' _ QO" -13'- 9 1/2" . SGALE: 1/8" = ; -O HARNEL INTERNATIONAL P.O. BOX 306115 ST. THOMAS, USVI 00802 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 TWO LEVEL PARKING STRUCTURE AT: PARGEL NO. SAAAA &k 3AB ESTATE GRUZ BAY CRUZ BAY QTR. ST. JOHN, USVI DATE: 05/09/2023 PROJECT No.: = SGALE: AS SHOWN DRAWN BY: HAB GCHEGKED BY: HAB APPROVED BY: HAB REVISIONS No.| DATE REMARKS SHEET FIRST FLOOR PARKING 4” THICK STONE 30" WIDE CONCRETE SWALE Contour 47.5 HALF WALLS. 12"X12" UPTURNED BEAI BASEMENT PARKING SECTION C-C SCALE 1/8" = 1'- 0" Contour 43 -4'- 9 1/2" Contour 34 -13'- 9 1/2" 0 I ill 4" THICK STONE HALF WALLS: —4.5" DIA & 40" a WEEP HOLES, HIGH BOLLARDS. i »~ J WEEP HOLE / \ FIRST FLOOR PARKING FIRST FLOOR PARKING A rr J eal = ; PARKING =|z =! io |=! ~] of b BASEMENT = BASEMENT al |i BASEMENT I +| Ue 0 — 1 PARKING AS PARKING ° _ PARKING RAR rns ___ a ee _ __ £ mle: 4" THICK STONE HALF WALLS. FIRST FLOOR PARKING °. hr Sar er are cer area” As ° ° Contour 47.5 WEEP HOLE -13'- 9 1/2" SECTION D-D SCALE 1/8" = 1'- 0" BUILDING SECTIONS G-G & D-D SGALE: 1/8" = ; -O HARNEL INTERNATIONAL P.O. BOX 306115 ST. THOMAS, USVI 00802 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 TWO LEVEL PARKING STRUCTURE AT: PARGEL NO. SAAAA &k 3AB ESTATE GRUZ BAY CRUZ BAY QTR. ST. JOHN, USVI DATE: 05/09/2023 PROJECT NO.: -- SGALE: AS SHOWN DRAWN BY: HAB GCHEGCKED BY: HAB APPROVED BY: HAB REVISIONS No.| DATE REMARKS SHEET \P ELECTRICAL LEGEND peat +) WALL LIGHT C) CEILING LIGHT la >< [| 2'X4' FLUORESCENT LIGHT \ A ~ > Co DOUBLE CONV. OUTLET 120V >» ~ WER . “2 TO FIRST FLOOR LEVEL LIGHTS GFI —_ \ GE i DOUBLE CONV. OUTLET 120V “XN < 2 SN . SS Mem . TO PLANTER LIGHTS WP INDICATED WEATHERPROOF DEVICE ~ “oN NL S> ee DS a. ~ - ror 220V 50A OUTLET \N Se R, \ SY a oar § ONE WAY SWITCH HARNEL \ SN Ce SQN // ee ™. $. 3WAYS SWITCH »~ N NS J \ \ 6, AWAYS SWITCH INTERNATIONAL “XN “XN \ [eal | ELECTRICAL PANEL SN . P.O. BOX 306115 we Ne | Md XZ TELEPHONE OUTLET AND JACK ST. THOMAS , USVI we - mel r ~ ee m4 DATA (INTERNET) OUTLET AND JACK OO0s02 SON , i . (S) | SMOKE DETECTOR TIED TO WIRING N | . Sg <r / Pi <“—f| SECURITY SPOTLIGHT T: 340.244.5649 . / x 2 c: 340.244.5610 ~ / , EXHAUST FAN/LIGHT Vv ~ P2 / a aK CEILING FAN/ LIGHT FIXTURE HARNELINTERNATIONAL.COM _— / P3 ri ‘iy —~— | — PRIMARY WIRING (3 WIRE/ GROUND) WARNING y rr, / ee cc ( SLAVE WIRING THESE PLANS AND THE DESIGNS - NY CIRCUIT HOME RUN TO PANEL CONTAINED HEREIN ARE THE SOLE P4 PR PROPERTY OF HARNEL INTERNATIONAL. THESE PLANS MAY ; _ (#) CIRCUIT TAG WITH NUMBER NOT BE REPRODUGED WITHOUT THE COMPENSATION. THE USE BY ANY \ / WRITTEN PERMISSION OF HARNEL oman P5 F INTERNATIONAL. UNAUTHORIZED Pg NOTES USE SHALL INVITE A CLAIM FOR ao P6 Pg otk ike PERSON OR FIRM OF THESE PLANS ! Ce IR 1. SMOKE DETECTORS SHALL SOUND AN AUDIBLE ALARM IN ALL ROOMS OF OR ANY PART THEREOF SHALL NOT / P7 P10 ae THE BUILDING IN WHICH THEY ARE LOCATED. INTEO NATIONAL TO AMY Hoo oR <a ; ~ wade sie : DAMAGES FOR ANY ERROR OR . a 6 2. INNEW CONSTRUCTION, SMOKE DETECTORS SHALL RECEIVE THEIR o“ssiseea™es eee’ BASEMENT FLOOR ELECTRICAL PLAN ae PLANTING AREA PRIMARY POWER FROM THE BUILDING WIRING AND BE EQUIPPED WITH A CONSTRUCTION SCALE 1/8"=4'-0" ' Y Ny he BATTERY BACKUP. DOCUMENTS FURA ~ Th 7 Me TWO LEVEL PARKING | ELECTRICAL NOTES: STRUCTURE AT: A. ALL ELECTRICAL WORK SHALL BE COMPLETED IN STRICT PARCEL No. 3SAAAA Yi ACCORDANCE WITH THE LATEST EDITION OF THE N.E.C & BAB yi * aie ESTATE CRUZ BAY 5 , B. THE ELECTRICIAN SHALL OBTAIN ALL PERMITS ANDPAY ALL CRUZ BAY QTR. he a FEES RELATED TO THE JOB ST. JOHN, USVI [ a cal C. ALL WIRING SHALL BE COPPER #12 OR LARGER. ALUMINUM — |pate- 05/09/2023 \“ ON E sevemnnene WIRE IS NOT ACCEPTABLE. PROJECT NoO.: “ B® S ae D. WIRE TYPE AWG. IS PREFERRED, ALTHOUGH OTHERS ARE |= AS-SHOWN SF DRAWN BY: HAB = . ™~. ACCEPTABLE. CHECKED BY: HAB oye S E. ALL WIRING SPLICES SHALL BE MADE USING 3M ELECTRICAL |APPROVED BY: HAB P21 al ~ " " a. ss a SPRING CONNECTORS OR EQUAL "TWIST-ONS" TO CORRECT REVISIONS P20 SS SIZE. WIRE APED OR TWISTED IS NOT ACCEPTABLE. No.| DATE REMARKS - * F. ALL CONDUITS INSTALLED IN CONCRETE OR MASONRY P19 So” SS > SHALL BE RIGID NONMETALLIC TYPE (P.V.C.). ALL OUTLETS P18 S AND SWITCH BOXES SHALL BE NONMETALLIC TYPE. G. GROUNDING CONDUCTORS SHALL BE CONNECTED TO NEUTRAL CONDUCTORS AT THE SERVICE ENTRANCE ONLY. CERTAIN EXCEPTIONS AS PERMITTED BY THE N.E.C. SHALL BE PERMITTED. P17 P16 H. ELECTRICAL SERVICE SHALL BE 120-240 VOLTS, SINGLE SHEET PHASE, 60 CYCLES, 3 WIRE CONNECTION. SERVICE SHALL BEGIN AT OVERHEAD SERVICE-DROP CABLE ATTACHMENT Se POINT. |. | ELECTRICAL SYSTEM LAYOUT INDICATED ON DRAWINGS ARE GENERALLY DIAGRAMMATIC AND LOCATION OF P13 Nee PLANTING AREA AT BASEMENT hit. FIRST FLOOR ELECTRICAL PLAN SCALE 1/8" = 1'- 0" P11 OUTLETS AND EQUIPMENT ARE APPROXIMATE: ROUTING OF RACEWAYS AND LOCATION OF OUTLETS AND EQUIPMENT SHALL BE GOVERNED BY STRUCTURAL CONDITIONS AND OBSTRUCTIONS. BASEMENT, FIRST FLOUOR ELECTRICAL PLANS & DETAILS SCALE: 1/8" = 1'-o' P1 P2 P3 BASEMENT FLOOR PLUMBING PLAN SCALE 1/8" = 1'- 0" Q) ATERAL LINE PIP. ) NE ce. nN : o &< P21 < Ok P20 P19 P18 PLUMBING LEGEND P17 SYMBOL DESCRIPTION COLD WATER SUPPLY LINE HOT WATER SUPPLY LINE FIRE SUPPLY LINE 4" DIA. PVC SEWER LINE 3" DIA. PVC SEWER VENT LATERAL LINE PIPE — HB HOSE BIB WITH LOCKABLE VALVE >< VALVE C) RAIN BIRD TURF SPRAY ©C.O CLEAN OUT v4 LATERAL *% ELBOW (45°) WATER FILTER BASEMENT, FIRST FLOOR PLUMBING PLANS & DETAILS FIRST FLOOR PLUMBING PLAN P4 P16 SCALE 1/8" = 1'- 0" PS P15 P6 P14 P7 P13 P8 P12 P10 ye rx white OPN PLANTING AREA AT BASEMENT whit. RY De ay hi whi Mik Q tw ATERAL LINE PIP a. VP whi TRS PLANTING AREA ©) AT BASEMENT wh he QD Y ©) i CLEAN OUT SCREW PLUG WITH FLUSH FITTING CAP 1 | - a P= or = = | - | i ‘or OVERHEAD PIPE VIEW CLEAN OUT SCREW PLUG WITH FLUSH FITTING CAP _\— FINISH GRADE 3’ MIN. ' SF \ MINIMUM GRADE. OF 1.0% STM ToT TTT === —(—|[—I- 4” COMBINATION WYE AND 1/8 BEND COMPACTED SOIL SECTION VIEW oTANDARD 4" SANITARY DRAIN DETAILS HARNEL INTERNATIONAL P.O. BOX 306115 ST. THOMAS, USVI 00802 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. SCALE 3/4"=1'-0" [ETE a Ir UNDISTURBED TRENCH WALL — LINE | Zi TOP OF PIPE HAUNCHING haa BEDDING MINIMUM PIPE BEDDIN G 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" SCALE: 1/8" = 7 CONSTRUCTION DOCUMENTS FORA TWO LEVEL PARKING STRUCTURE AT: PARGEL NO. SAAAA &k 3AB ESTATE GRUZ BAY CRUZ BAY QTR. ST. JOHN, USVI DATE: 05/09/2023 PROJECT NO.: -- SGALE: AS SHOWN DRAWN BY: HAB GCHEGCKED BY: HAB APPROVED BY: HAB REVISIONS REMARKS No.| DATE SHEET -O r Zi "y) ™ OR ore mt » VIEW OF THE ENTRYWAY TO GALLOWS POINT RESORT “2 van vy HARNEL INTERNATIONAL P.O. BOX 306115 ST. THOMAS, USVI 00802 T: 340.244.5649 Cc: 340.244.5610 HARNELINTERNATIONAL.COM WARNING VIEW OF THE FIRST FLOOR PARKING LANES VIEW OF THE BASEMENT FLOOR PARKING LANES 3D VIEWS OF THE PARKING STRUGTURE VIEW OF THE BASEMENT FLOOR PARKING LANES SCALE: NTS ich - 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 TWO LEVEL PARKING STRUCTURE AT: PARGEL NO. SAAAA &k 3AB ESTATE CRUZ BAY CRUZ BAY QTR. ST. JOHN, USVI DATE: 05/09/2023 PROVJEGT NO.: -- SGALE: AS SHOWN DRAWN BY: HAB GHEGKED BY: HAB APPROVED BY: HAB REVISIONS No.| DATE REMARKS SHEET