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PAUL E. JOSEPH BASEBALL STADIUM AND SPORT COMPLEX ST. CROIX, U.S.V.1 PREPARED FOR STEVEN E. HUTCHINS ARCHITECTS, INC. 100% CIVIL CONSTRUCTION PLANS & \ \ PROJECT LOCATION - = at jor) t= OTD JOB NO. CWI DRAWING INDEX SHEET NUMBER]SHEET TITLE C—1 COVER = SURVEY C-—2 GENERAL NOTES C-—3 DEMOLITION PLAN C-—4 SEDIMENT EROSION CONTROL PLAN C-—5 SITE PLAN C—6 WATER AND SEWER PLAN Old GRADING PLAN C-8 POTABLE WATER DETAILS C-9 SANITARY DETAILS C—10 PAVING AND DRAINAGE DETAILS C—11 EROSION CONTROL DETAILS C yw Connelly & Wicker Inc. Planning - Engineering - Landscape Architecture 10060 SKINNER LAKE DR., SUITE 500 JACKSONVILLE, FLORIDA 32246 (904) 265-3030 FAX: (904) 265-3031 FLORIDA REGISTRY 3650 L.A. NUMBER: LC26000311 www.cwieng.com U.S. VIRGIN ISLANDS <t a “ a S LY Re) O. = N ES eee TOS N y tw 0) fueVee a Te © Gf). Pal 4 ow o>. et oO owas & Se Pee IEG SR 7 i ae a Uwe og cMrF Cw eee” e2@ta0q A-ODkE oe r= X= o2ws XD = SOs 5 OSs — ee + <0 ~ lMar ow nw op) 4 g é Sear ——. = Gy oO z O Bs DATE: 05-08-2020 DRAWN BY: ANB 15—01—0015 Cov&Dets.dwg OW Connelly & Wicker Inc. Planning - Engineering ~- Landscape Architecture 10060 Skinner Lake Drive, Suite 500 Jacksonville, Florida 32246 (904) 256-3030 FAX: (904) 265-3031 www.cwieng.com Florida Registry 3650 L.A. Number: LC26000311 SHEET NUMBER: C-1 Caribbean -) GRID NORTH Legend Il Utility Manhole Water meter Water valve i Power Pole @|aQ] X/-le ll Light Pole — -— Fencing Sanitary Manhole = Fire Hydrant F |z{ |@ = Handicap Plat No, 72 Frederiksted Country Club Drawing No. 153 Water Line, December 2014 Building Remainder of Plot No. See Drawing No. 5611 100 Plot No. 98 Rotary Club Plot No. 40—KA Drawing No. 761 H20 Labled Buried Cable Labled Buried Cable Existing Fence Top of Bank, Ditch aoouir2d g\ohS PARKING inv. = ~—0.6 PARKING Parcel No. 2 See Folio No. 486 CE) Plot No. 40—KD Communications Manhole , 6.82 .co’9?” E 28 nee ny 30°59 22 < paeets 4 ” fo) Communications Manhole 2 Oo ~) oO 4.0 bg x m ta: Communications Manhole z = as oO isi Column L/P he x ® Dw " Na 761 ad L/P Dilapidated pavement > UF KKK Ki Ki. ace ro} 5 pas Sign on conc. as Please note the 25.00’ , © $v nee Metal Frame Bleechers on Benches « buried Cable Line N 81°16734" E 3 concrete foundation nP % Y WOOD ro Inv.W 6” cast=1.93 v4 a Inv.E 6° cast=1.84 A\ Building BUILDING 4 Inv.N 3” cast=2.13 \ L/P % Inv.E 6” cast=2.14 eS f WooD Inv.S.W 3” cast=2.69 < \ Brass Di El = 7.75 BUILDING % ir a 7 : aT 4.3 4.7 Plot. No. 40—GF x x x * n=4.20° g x Drawing\No. 790 0.6’ Wide poured concrete wall Metal Frame Bleechers on Se 8. enue & \ a L/P & substantial concret#oundation 2 Bathrooms e & Bleechers are currently being demolished L/P -) \ OTE: @ intnuoetons Manhole Concrete Frame me Bleechers v4 v4 - 2 4 L/P 8 unr 8 Flood Zone AE {EL10} mnRiteels |S | Plot No. 40-GE mA Cleatr=out FIRM 77G Inv.S 6” cast=0.28 ° Drawing No. 790 seeneecesssseeeeeeeeee it) — we = yee _ . e. x eee ase® une Dilapidated L/P *2 ‘< Indicates Overhead Electric e OL ¢b O® 5 amee Fencing =} ih, ” & 6. Plot No. 40-GA . Drawing No. 790 *ey *. ARMY CORP *e, Brass Disc Ball Park Th. ine P 1 No. 40—D 7 Indicates — Plot No. 40—GD Light pole on Concrete Base A’TCE O. 4 Drawing No. 44—A Se See Drawing No. 44 510032.4 Sq. Feet Ww MH17 Rim=6.12 S 11.709 Acres v4 MH Ps inv. 8. pve= 3-55 11.43 Acres Recorded a Sr cast=-0.98 zg —_ Fencing a 4 Main = —2.70 ot Flood Zone AE di 8 m ~ Water Line, December 2014 re Remainder of Plot No. 40—KC ro} Drawing No. 2793 ~ |w -_ Plot No. 40—GB °° \8 Drawing No. 44—A Ve OA 2m = o \& MH10 s Rim=4.21 re m Inv.N&S 12” cast=—1.60 Inv.W 6” PVC=—0.54 © \o V\a ' A \p Inv.N 6° pyc=OWS w c tw \S Inv.E 6 pyc=0.98 \ ° [om Be. 3” pyc=0.98 Recor a re oor ee, 3.4 Shot in Center, Sate Overhead Electric wo 4) og x bottom @ el. = —0.26 pipe size 6” as & s ® o* MH14 oe i SO Inv 8°=0.08 3 3 4 s® 201.83’ InviE 8°=—0.09 3 & N_17°55’33” W Inv.N= Clogged 3.7 3.4 3.3 a el a 3.7X xX x x wW — 4 Remainder No. 40—GC & Drawing No. 44—A SMH @ MH11 2» ? Rim=4.27 Inv.S 3” PYC=—0.48 <5 Inv.W 6” PYC=1.32 MH12 Plot No. 40—GCC Flood Zone AE fine 27 Drawing No. 44—A wi EP a 7 Invi 15" cast=—2.68 Existing Fence SMH Inv.W 8” cast=—2.42 Top of Bank, Ditch % 3.2 3.3 3.5 3.2 3.3 \ ®9 x x <x =p x Pi \ NOTE: ' \ Apparent Boundary Line Overlap Part.of Fort Frederik Communications Manhole Bound Post / Disc ica) Labeled "ARMY GPS SET GOOD” Elevation = 5.42 MH13_ Rim=4.6 "=—3.2 56.50’ $'37'0526" £ LOCATION MAP Surveyor’s Certification The undersigned (Surveyor) hereby certifies unto: GEC, LLC that (a) this Map of Land Survey and the field work on which it is based is true and correct to the best of my knowledge and belief, as prepared under my direction and supervision. (b) this Map of Survey was prepared in accordance with the Minimum Standard Detail Requirements. ; (c) all monuments shown hereon actually exist and the location, size, type and material thereof are correctly shown; (d) except as shown there are no encroachments onto the property or protrusions therefrom; (e) all observable aboveground evidence of buildings, structures, and other improvements situated on the premises are as shown; (f) the dimensions of all buildings on the premises and the distances therefrom are to the nearest facing boundary line; (g) shown and or noted, are all the observable evidence of easements on the ground; (h) this Survey correctly indicates the current zoning along with the applicable set—back restrictions established by Virgin Islands zoning law; (i) this Survey correctly and accurately shows the boundary lines, dimensions and areas of land indicated hereon. Any differences between the record dimensions and the dimensions shown hereon are either field measurements, or adjusted to produce a mathematically closed figure. (Signed) (Seal) Gary M. Bourdon, PLS V.I. Registration No. 583 LS Date: January 14, 2015 Surveyor’s Notes: 1) Survey by Theodolite and EDM. 2) Survey is U.S. Measure. 3) Refer to O.L.G. Drawing No. 44, 2793, 5405 and Folios 486 & 487 4) Property is Zoned P 5) H= Bound Post Found 6) @©= Steel Pin Found 7) @= Steel Pin Set 8) A= Unmarked Corner 9) Underground utilities, if any, were not located for this Survey except as noted by surface features. Special Note: NOS DISC # 1584M Date 2011, was used as the Bench Mark for this topo. Disc is located 221 ft. south of the southeast corner of the Frederiksted Pier Disc elevation is 7.97 ft. Top of Water shot off Disc, at 3:20 pm 12/10/2014 was el. 0.48 Also: * Note overlapping boundary lines of Parcel No. 40—D & Parcel No. 2 * Note buried cable lines along the eastern portion of Parcel No. 40—D * A communications manhole was found along the west line of Parcel No. 40—D The developer may consider contacting various agencies regarding underground utilities which may not be shown on this survey. * The perimeter boundary lines of Parcel No. 40—D, as shown on Drawing No. 44, do not form a mathematical closure. Closure was forced along the western line of Parcel No. 40—D, having a length of 320.46’ and a bearing of N 19° 29” 17” W. 27-28 King Cross Streak St.Cdrotx United Slates Vingin Islands . 840-748-4555 — As—Built and Topographic Survey Parcel No. 40—D Estate La Grange Town of Frederiksted West End Quarter St. Croix, United States Virgin Islands Date: January 14, 2015 Scale: 1” = 50’ File No. SSC-11-—184 Spurvey Spervices (I>. Professional Land Surveyors 27 — 28 King Cross Street, Christiansted St. Croix, U.S.V.I. 00821 Phone: 340-713-4555 / 340-692-2365 Cad File 14—126—use.dwg Sheet 1 of 2 GENERAL NOTES: 1. 10. Ale 12, 13. 14. 15. 16. Wins 18. 19. 20. 21. 22. 23. 24. 25. 26. Bie ALL WATER AND SEWER WORK SHALL BE DONE IN ACCORDANCE VI WAPA AND VIWMA DESIGN STANDARDS. GENERAL NOTES SUPPLEMENT THE SPECIFICATIONS. SHOULD THESE DIFFER FROM THE SPECIFICATIONS, THE MORE STRINGENT REQUIREMENT OF THE TWO SHALL PREVAIL. ALL WORK SHALL COMPLY WITH APPLICABLE FEDERAL AND LOCAL CODES AND ALL NECESSARY LICENSES AND PERMITS SHALL BE OBTAINED BY THE CONTRACTOR AT HIS EXPENSE. ALL WORK SHALL BE PERFORMED IN A FINISHED AND WORKMANLIKE MANNER TO THE ENTIRE SATISFACTION OF THE OWNER AND IN ACCORDANCE WITH THE BEST RECOGNIZED TRADE PRACTICES. THE ENGINEER SHALL HAVE A MINIMUM OF 48 HOURS NOTICE PRIOR TO STARTUP OF CONSTRUCTION. DEVIATIONS FROM THESE PLANS AND SPECIFICATIONS WTHOUT THE PRIOR WRITTEN CONSENT OF THE ENGINEER MAY BE CAUSE FOR THE WORK TO BE UNACCEPTABLE TO THE ENGINEER. THE EXISTING UTILITIES SHOWN ARE FOR REFERENCE ONLY. THERE MAY BE OTHER UTILITIES NOT SHOWN ON THESE PLANS. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE LOCATION SHOWN AND IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LOCATIONS OF ALL UTILITIES WITHIN THE LIMITS OF THE WORK. ALL DAMAGE MADE TO EXISTING UTILITIES, WHETHER SHOWN OR NOT SHOWN, SHALL BE REPAIRED AT THE CONTRACTOR’S EXPENSE. THE ENGINEER OR OWNER HAVE CONDUCTED NO SUBSURFACE INVESTIGATION. ALL WORK PERFORMED WITHIN V.I. ROAD RIGHT—OF—WAY SHALL BE IN STRICT CONFORMANCE WITH APPLICABLE DEPARTMENT OF PUBLIC WORKS STANDARDS AND SPECIFICATIONS. CONTRACTOR WARRANTS THAT HIS EMPLOYEES, AGENTS, AND SUBCONTRACTORS 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. ALL FILL MATERIAL SHALL BE FREE OF ROOTS, ORGANIC MATERIAL, AND TRASH AND CONSIST ONLY OF ACCEPTABLE MATERIAL ALL EMBANKMENTS SHALL BE PLACED IN ACCORDANCE WITH THE LINES AND GRADES INDICATED ON THE PLANS. ALL TRENCH FILL MATERIAL SHALL BE COMPACTED TO MINIMUM OF 95% OF THE MAXIMUM LABORATORY DRY DENSITY IN ACCORDANCE WITH THE STANDARD PROCTOR COMPACTION TEST (ASTM D—698), UNLESS OTHERWISE INDICATED. THE CONTRACTOR SHALL STAKE OUT THE WATER MAIN AT INTERVALS NOT TO EXCEED 100 FEET. PRIOR TO THE BEGINNING OF ANY CONSTRUCTION, THE ENGINEER SHALL APPROVE THE WATER MAIN LOCATION. IT SHALL BE THE CONTRACTOR’S RESPONSIBILITY TO INCORPORATE EROSION AND SEDIMENTATION CONTROL MEASURES IN ACCORDANCE WITH EROSION CONTROL NOTES, EXCEPT WHERE DIRECTED OTHERWISE BY THE ENGINEER OR SHOWN ON THESE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGES TO PRIVATE PROPERTY. CONTRACTOR SHALL REGRADE AND REESTABLISH VEGETATIVE COVER IN NON— VEHICULAR AREAS AND REGRADE AND APPLY GRAVEL AND/OR TEMPORARY PAVEMENT (AS DIRECTED BY THE ENGINEER) TO VEHICULAR AREA AS SOON AS POSSIBLE FOR EROSION AND DUST CONTROL. "AS—BUILT” DRAWINGS OF THE WATER LINE LOCATION ARE REQUIRED. LOCATIONS ARE TO BE FURNISHED BY THE CONTRACTOR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SHEETING AND SHORING EXCAVATIONS AS NECESSARY. THE REMOVAL OF SURFACE AND GROUNDWATER IN ORDER TO FACILITATE PROPER CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL SUBMIT SHORING/SHEETING AND DEWATERING PLANS IF REQUIRED. PLANS SHALL BE PREPARED AND SIGNED BY A PROFESSIONAL ENGINEER. THE CONTRACTOR IS TO LOCATE METER BOXES AS CLOSE TO THE PROPERTY BOUNDARY BETWEEN ADJACENT PROPERTIES OR AS CLOSE AS CONDITIONS ALLOW. ALL METER BOX LOCATIONS SHALL BE APPROVED BY THE ENGINEER. ANY PIPE SOLDER AND FLUX USED DURING INSTALLATION OF THE WATER LINES MUST BE "LEAD FREE” WITH NOT MORE THAN 8% LEAD IN PIPES AND FITTINGS AND NOT MORE THAN 0.2% LEAD IN SOLDER AND FLUX. WHERE HORIZONTAL SEPARATION BETWEEN WATER AND SEWER LINES IS LESS THAN 10 FEET, WATER LINE SHALL BE 18” (MIN.) ABOVE THE SEWER LINE. TEST PITS ARE TO BE EXCAVATED TO DETERMINE GRADE REQUIRED TO INSTALL THE WATER LINE. WHERE PROPOSED WATER MAINS CROSS SEWER LINES, WATER MAINS SHALL BE LOCATED 18” MINIMUM ABOVE SEWER LINE. WHERE MINIMUM PIPE COVER AND CLEARANCE BETWEEN SEWER AND WATER MAINS CANNOT BE MAINTAINED, WATER MAIN SHALL BE ENCASED IN CONCRETE A MINIMUM OF 10’ EITHER SIDE OF SEWER LINE. PRIOR TO PROCEEDING WITH CONSTRUCTION. THE CONTRACTOR SHALL VERIFY LOCATION AND ELEVATIONS OF EXISTING PIPELINES. CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY WTH ANY DISCREPANCIES FOUND BETWEEN FIELD CONDITIONS AND CONSTRUCTION DRAWINGS. CONTRACTOR IS RESPONSIBLE FOR NOTIFICATIONS AND LIAISON WITH UTILITY COMPANIES FOR THE PROCESS OF LOCATING, RELOCATION, AND TIE—IN TO PUBLIC UTILITIES. INFORMATION REGARDING THE DEPTH AND LOCATION OF UTILITIES ARE SHOWN FOR REFERENCE ONLY. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL UTILITIES. THE PROPOSED PIPELINE, VALVE, AND HYDRANT LOCATIONS ARE APPROXIMATE. FINAL LOCATIONS SHALL BE DETERMINED DURING CONSTRUCTION. LOCATIONS WILL BE GOVERNED BY THE ACTUAL LOCATION OF UNDERGROUND UTILITIES OR OTHER CONTROLLING FACTORS. ALL LOCATIONS SHALL BE APPROVED BY THE ENGINEER. AT CONNECTIONS BETWEEN THE PROPOSED MAIN AND EXISTING MAIN. THE MINIMUM COVER PROVIDED FOR THE CONNECTION PIPE SHALL BE NO LESS THAN THE COVER ON THE EXISTING MAIN AT THE CONNECTION. EXCEPT WHERE OTHERWISE NOTED, 12” MINIMUM CLEARANCE SHALL BE PROVIDED BETWEEN THE WATER MAINS AND OTHER UTILITIES (EXCEPT SEWER) WHEN CROSSING. WHERE UTILITIES (EXCEPT SEWER) RUN PARALLEL. A MINIMUM OF 24 INCHES HORIZ. SHALL BE PROVIDED. PIPING LAYOUTS ARE SHOWN GRAPHICALLY. ADDITIONAL FITTINGS MAY BE REQUIRED TO ATTAIN ROUTING. FITTINGS ARE TO BE FURNISHED AT NO ADDITIONAL COST TO OWNER. WHERE NECESSARY TO REMOVE SIDEWALKS, CURBS, CATCH BASINS, CULVERTS OR DRAINS, TO COMPLETE THE WORK, THE CONTRACTOR SHALL REPLACE THEM TO THE SATISFACTION OF THE ENGINEER AS PART OF THE CONTRACT WORK. 28. 29. 30. 31. 32. 33. 34. 55. 36. 37. 38. 39. 40. 41. 42. 43. THE CONTRACTOR SHALL SCHEDULE AND CONSOLIDATE WORK INVOLVING ALL EXISTING TRANSMISSION MAINS SO AS TO MINIMIZE THE PERIOD THE MAINS ARE OUT OF SERVICE. THE CONTRACTOR SHALL PROVIDE A 14 DAY ADVANCE NOTICE PRIOR TO ANY WORK REQUIRING THE EXISTING MAINS TO BE OUT OF SERVICE. ELEVATIONS SHOWN ON THE DRAWINGS ARE IN FEET. ALL ASPHALT AND. CONCRETE SHALL BE SAW CUT AND REMOVED NEATLY IN SECTIONS AS REQUIRED TO INSTALL THE NEW WATER LINES. IF ANY SIDEWALK, DRIVEWAYS, FENCES, GUARDRAILS, CURBS, ETC. OR OTHER IMPROVEMENTS ARE REMOVED OR DAMAGED BY THE CONTRACTOR IN THE COURSE OF MAKING EXCAVATION OR HANDLING MATERIAL, OR FOR ANY OTHER REASON WHICH MAY BE ATTRIBUTED TO WORK WHICH HAS BEEN DONE BY THE CONTRACTOR, THEN HE SHALL REPAIR SAME AFTER ALL WORK (INCLUDING BACKFILLING) HAS BEEN COMPLETED. IF ANY STONE SIDEWALKS, DRIVEWAYS, OR CURBS WHICH HAVE BEEN REMOVED OR DAMAGED, ARE UNFIT TO BE RE-LAID, THEN THE CONTRACTOR SHALL FURNISH NEW MATERIAL AND RELAY SAME. ALL CONCRETE OR CEMENT SIDEWALKS, DRIVEWAYS, OR CURBS, WHICH ARE REMOVED OR DAMAGED BY THE CONTRACTOR SHALL BE BROKEN UP BY HIM AND HE SHALL FURNISH ALL LABOR AND MATERIAL AND CONSTRUCT NEW SIDEWALKS, DRIVEWAYS, OR CURBS, TO REPLACE THOSE REMOVED OR DAMAGED AT INTERSECTING WALKS, DRIVES, ETC. ADDITIONAL CONCRETE SLAB BEYOND THE EXCAVATION LIMITS SHALL BE REMOVED AND REPLACED WITH NEW MATERIAL IN ORDER TO AVOID HAVING MORE JOINTS THAN IN THE ORIGINAL WORK. ALL SLABS REPLACED SHALL BE OF FULL WIDTH. THE CONTRACTOR SHALL FURNISH, PLACE, AND MAINTAIN WHEREVER THE SIDEWALK THAT HAS BEEN REMOVED OR DAMAGED BY HIM, A TEMPORARY SIDEWALK SO AS TO PROVIDE A SAFE AND PASSABLE SIDEWALK UNTIL SUCH TIME AS THE FINAL SIDEWALK IS COMPLETED. ALL PAVEMENTS, ROAD SURFACES, SIDEWALKS, DRIVEWAYS, OR CURBS, WHICH THE CONTRACTOR IS REQUIRED TO REPLACE OR TO HAVE REPLACED, SHALL, AT THE EXPIRATION OF THIS CONTRACT BE IN AT LEAST AS GOOD CONDITION AS AT THE TIME OF AWARDING THE CONTRACT. ALL WORK WHICH THE CONTRACTOR MAY DO IN CONNECTION WITH THE OPENING UP OR REPLACING OF PAVEMENTS, ROAD SURFACES, SIDEWALKS, DRIVEWAYS, OR CURBS, AS WELL AS THE FINAL REPAVING, SHALL BE DONE AT HIS EXPENSE IN ACCORDANCE WITH V.I. STANDARDS. THE USE OF EXCAVATING MACHINERY WILL BE PERMITTED EXCEPT IN PLACES WHERE ITS OPERATION WILL CAUSE DAMAGE TO TREES, BUILDINGS OR EXISTING STRUCTURES ABOVE OR BELOW GROUND, IN WHICH CASE, HAND METHODS SHALL BE EMPLOYED. FENCES, POLES, AND ALL OTHER PROPERTY SHALL BE PROTECTED UNLESS THEIR REMOVAL IS AUTHORIZED. ANY PROPERTY DAMAGES SHALL BE SATISFACTORILY RESTORED BY THE CONTRACTOR AT HIS OWN EXPENSE. WHERE MAJOR (16” DIA.) TREE ROOTS ARE ENCOUNTERED, PIPE IS TO BE PLACED UNDER ROOT (DO NOT DAMAGE ROOTS) THE CONTRACTOR SHALL EXERCISE CARE NOT TO DAMAGE EXISTING TREES. THE CONTRACTOR WILL NOT BE ALLOWED TO STOCKPILE ANY MATERIAL AT OR AROUND THE BASE OF ANY EXISTING TREES. TREES THAT MUST BE REMOVED SHALL BE REPLANTED AFTER THE WATERLINE INSTALLATION. THE CONTRACTOR SHALL CARE FOR ALL REPLANTED TREES FOR A PERIOD OF 90 DAYS TO INSURE THEIR LIFE. THIS INCLUDES WATERING AND FEEDING TO ESTABLISH THEM TO THE SATISFACTION OF THE ENGINEER. THE CONTRACTOR SHALL VERIFY THAT LINES BEING ABANDONED IS NOT INTERCONNECTED TO THE SYSTEM THAT'S IN SERVICE. HE SHALL OBTAIN APPROVAL FROM THE ENGINEER OF HIS PROPOSED METHOD OF VERIFICATION. EXISTING UTILITIES IN THE STREETS AND WITHIN THE LIMITS OF THE WORK ARE TO REMAIN IN OPERATION DURING CONSTRUCTION. WATER AND WASTEWATER SERVICES SHALL BE MAINTAINED AT ALL TIMES THROUGHOUT THE LIFE OF THE PROJECT. WASTEWATER FLOW SHALL BE MAINTAINED BY BY-PASS PUMPING OR OTHER METHOD AS APPROVED BY THE ENGINEER. ALL COSTS SHALL BE INCLUDED IN THE UNIT PRICES BID. NO CONSTRUCTION WORK SHALL TAKE PLACE UNLESS THE OWNER’S REPRESENTATIVE IS PRESENT. THE OWNER RESERVES THE RIGHT TO REJECT ANY AND ALL WORK NOT MEETING THIS REQUIREMENT. ALL EXCAVATIONS SHALL BE SECURED AS DESCRIBED IN THE SPECIFICATIONS ON A DAILY BASIS BY THE CONTRACTOR AT THE TIME OF COMPLETION OF CONSTRUCTION OPERATIONS. THE CONTRACTOR SHALL FURNISH ALL PROTECTIVE AND/OR WARNING DEVICES AS REQUIRED TO CONTROL AND PROTECT THE PUBLIC IN ALL WORK AREAS. THE CONTRACTOR SHALL MAINTAIN EMERGENCY ACCESS TO ALL AREAS AFFECTED BY HIS WORK AT ALL TIMES. . ALL DRAINAGE OUTLETS SHALL BE LOCATED AND HAVE SILT FENCE OR HAY BALES INSTALLED AS REQUIRED PRIOR TO CONSTRUCTION. ALL DEWATERING AND OPERATIONS SHALL CONFORM TO ALL APPROPRIATE AGENCY REGULATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED DISCHARGE SAMPLING AND TESTING AND SHALL BE INCIDENTAL TO HIS DEWATERING OPERATIONS. PROPERTY LINE / EASEMENT NOTES: PROPERTY LINES AND PARCEL NUMBERS ARE SHOWN FOR REFERENCE ONLY PER AVAILABLE GIS DATA. NO BOUNDARY SURVEY HAS BEEN COMPLETED AS PART OF THIS CONTRACT. CONTRACTOR TO COORDINATE WITH OWNER AND WAPA TO OBTAIN ALL NECESSARY EASEMENTS FOR THE CONSTRUCTION OF THIS PROJECT PRIOR TO THE START OF CONSTRUCTION. WATER MAIN AND SERVICE NOTES: 1 9.1. EXCEPT WHERE SPECIFICALLY NOTED, ALL WATER PIPE MATERIAL SHALL BE: SCH. 80 PVC FOR SIZES 3/4” THRU 2” C900 DR14 FOR SIZES 4” THRU 12” ALL SERVICE TAPS AS SHOWN ON SHEET C-—6 WATER AND SEWER PLAN DEFLECTION OF HORIZONTAL OR VERTICAL ALIGNMENT OF C900 PIPE NOT TO EXCEED LESSER OF MANUFACTURER’S RECOMMENDATIONS AND THE SPECIFIED IN THE TECHNICAL SPECIFICATIONS DEFLECTION OF HORIZONTAL OR VERTICAL ALIGNMENT AT Di PIPE JOINTS NOT TO EXCEED PERMISSIBLE DEFLECTION AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. CONTRACTOR'S ATTENTION IS DRAWN TO THE FACT THAT THE WORK AREA IS SEWERED, AND SEWER SERVICES COULD BE LOCATED AT ANY DEPTH. THE CONTRACTOR IS RESPONSIBLE FOR THE Nee OF ALL SEWER SERVICES DAMAGED DURING CONSTRUCTION AT THE CONTRACTORS EXPENSE. PIPE JOINT AND FITTINGS INDICATED ON THE WATERLINE DRAWINGS ARE FOR GENERAL GUIDANCE ONLY. THERE MAY BE MORE OR LESS FITTINGS NEEDED TO SATISFY ACTUAL FIELD CONDITIONS. CONTRACTOR SHALL DEVELOP HIS FITTINGS REQUIREMENT LIST AND BE RESPONSIBLE FOR SAME. ALL NEW METER BOXES TO BE INSTALLED WITH A SCH 80 CAPPED STUB OR NIPPLE FOR TRANSFER BY OTHERS AS NEEDED. SERVICES LINES AND METER LOCATIONS ARE APPROXIMATE. SPECIFIC SITE CONDITIONS MAY NECESSITATE ROUTING LINES DIFFERENTLY. PAYMENT FOR INSTALLATION WILL NOT CHANGE WHEN MODIFICATIONS TO SERVICES LINES AND METER LOCATIONS ARE MADE. WAPA’S pr Nisaco PERSONNEL SHALL IDENTIFY SPECIFIC METER POSITION PRIOR TO INSTALLATION BY CON , SERVICE LINES AND METER BOX LOCATIONS MUST SATISFY THE FOLLOWING CRITERIA: METERS MUST BE ACCESSIBLE BY WAPA METER READERS AND MAINTENANCE PERSONNEL FROM THE PUBLIC ROAD. PLACING METERS BEHIND FENCES AND WALLS IS NOT ACCEPTABLE. 9.2. METERS MUST NOT BE PLACED IN DRAINAGE OR FLOOD AREAS. METER BOXES MUST BE POSITIONED SUCH THAT WATER AND DEBRIS WLL NOT FLOW OVER THE TOP OF METER BOXES. THIS MAY BE ACCOMPLISHED BY CAREFUL PLACEMENT TO AVOID DRAINAGE PATHS, OR IN CASES OF LOW VOLUME DRAINAGE TO RAISE THE METER BOX SUFFICIENT ABOVE ADJACENT GRADE. 9.3. PLACEMENT TO AVOID DAMAGE TO METER AND CONNECTED PIPING DUE TO VEHICULAR 10. 10. 10. ts 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 25. 24. ACTION, SITE CONDITIONS AND OTHER FACTORS WHICH MAY DAMAGE METER AND PIPING. METER AND PIPING MUST BE ADEQUATELY SECURED TO PREVENT DIRECT MOVEMENT. IT MAY BE NECESSARY TO CONSTRUCT FOUNDATIONS AND/OR SUPPORTING ENCLOSURES (ESPECIALLY IN AREAS WHERE THE GRADE SLOPES DOWN FROM THE PAVEMENT) TO SECURE METER BOX AND CONNECTING PIPING. WATER MAINS SHALL BE LAID AT LEAST TEN FEET (10°) HORIZONTALLY FROM ANY EXISTING OR PROPOSED SEWER LINE. IF LOCAL CONDITIONS PREVENT A 10’ LATERAL SEPARATION THEN: 1. THE MAIN SHALL BE LAID IN A SEPARATE TRENCH OR ON AN UNDISTURBED EARTH SHELF LOCATED ON ONE SIDE OF THE SEWER LINE SO THAT THE BOTTOM OF THE WATER LINE IS 18” ABOVE THE TOP OF THE SEWER LINE 2. WHERE IT IS IMPOSSIBLE OR IMPRACTICAL TO OBTAIN VERTICAL OR HORIZONTAL gir Ll THE WATER LINE SHALL BE ENCASED IN CONCRETE IN ACCORDANCE Wi AILS. IF A SEWER SERVICE OR SEWER MAIN SHALL BE BROKEN DURING THE CONSTRUCTION OF THE WATER MAIN WHERE THE WATER MAIN IS BEING CONSTRUCTED BELOW THE SEWER, THEN THE CONTRACTOR SHALL REPLACE A MINIMUM OF ONE LENGTH OF THE SEWER LINE OR 20° WHICH EVER IS GREATER. THE NEW SECTION OF SEWER LINE MUST BE CENTERED OVER THE WATER MAIN TO BE CROSSED SO THAT THE JOINTS WILL BE AN EQUAL DISTANCE FROM THE INTERSECTION OF THE LINES. CONTRACTOR SHALL MAINTAIN A MINIMUM OF 3° OVER ALL WATER LINES, UNLESS ALTERNATE TRENCH DETAILS ARE APPROVED BY WAPA. CONTRACTOR SHALL COORDINATE INSTALLATION OF WATER SERVICE WITH WAPA AND THE ENGINEER. CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLATION, PURCHASE AND/OR FEES ASSOCIATED WITH ALL APPARATUS INCLUDING: WATER METERS, BACK FLOW PREVENTERS, VALVES, AND ENCLOSURES. WORK DONE ON SANITARY SEWER OR SANITARY SEWER SERVICES DAMAGED BY THE CONTRACTOR SHALL BE REPAIRED IN ACCORDANCE WITH THE VIRGIN ISLANDS WASTE MANAGEMENT AUTHORITY STANDARDS AT THE CONTRACTORS EXPENSE. ALL WATER LINES UPON ACCEPTANCE SHALL BECOME THE PROPERTY OF THE WATER AND POWER AUTHORITY. ee AND POWER AUTHORITY INSPECTOR MUST AUTHORIZE THE BACKFILLING OF ALL THE LOCATION OF ALL CURB STOPS AND VALVES INSTALLED SHALL BE RECORDED BY MEASUREMENTS TO THREE OR MORE PERMANENT SURFACE FEATURES AND SHOWN ON THE AS-BUILT DRAWINGS. ALL GATE VALVES SHALL BE INSTALLED AND PROVIDED WITH A VALVE BOX AS SHOWN ON THE DRAWINGS. FIRE HYDRANTS, HYDRANT BASE AND RISER PIPE SHALL BE SHOP PAINTED WITH AN EPOXY PAINT APPROVED BY THE MANUFACTURER AND ENGINEER AND SHALL BE IN ACCORDANCE WITH AWWA C210. THE FIRE HYDRANT TOP COAT WILL BE YELLOW. FIELD PAINT RETOUCHING SHALL BE PROVIDED TO RESTORE SHOP PAINT DAMAGE. PRIOR TO PUTTING THE SYSTEM INTO OPERATION, THE CONTRACTOR SHALL PERFORM HYDRAULIC TESTS AND SHALL DISINFECT THE PIPE IN ACCORDANCE WITH THE SPECIFICATIONS. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL SUBMIT HIS DISINFECTION AND TESTING PROCEDURES TO V.I. W.A.P.A. ALL EXISTING WATER SUPPLY LINES SHALL REMAIN IN SERVICE UNTIL NEW SYSTEM HAS BEEN ACCEPTED BY THE ENGINEER. ALL THRUST BLOCKS SHALL BE PLACED IN UNDISTURBED MATERIAL. IF THRUST BLOCK IS LOCATED IN EXISTING WATER, SEWER OR OTHER TRENCH, EXTEND THRUST BLOCK TO UNDISTURBED MATERIAL. PVC WATERLINES SHALL BE INSTALLED WITH MAGNETIC DETECTABLE PLASTIC TAPE ABOVE THE PIPE AND A 14 GAUGE SOLID CORE TRACE WIRE BELOW THE PIPE. ADDITIONAL METER BOXES MAY BE REQUIRED DEPENDING ON FIELD CONDITIONS. ALL ADDITIONAL METER BOXES SHALL BE ADDED AT THE BID ITEM PRICE. WATER METER BOXES SHALL BE EQUIPPED FOR AUTOMATIC METER READING (AMR), MTH A PLASTIC LID, FORD METER BOX MODEL # YLHC 171—233-P. O wv (2) ob <OxXa que 2e O on reanaeD £8»"22 Sua < © SEP as reso. er ae a ee Oe eOr 2 9-250 eaetuag Q=—Oo DF 2 z ee a Suis T= see Oa se! ena Lu O 524226 2<0° A oe gy PP ® . < s @ ep) LLJ f= O z mo z < E oe =z Lu oc Z = ul gs O DATE: 05-08-2020 DRAWN BY: ANB 15-01-0015 Cov&Dets.dwg @'"/Connely 8 Wicker Inc Planning - Engineering - Landscape Architecture 10060 Skinner Lake Drive, Suite 500 Jacksonville, Florida 32246 (904) 256-3030 FAX: (904) 265-3031 www.cwieng.com Florida Registry 3650 L.A. Number: LC26000311 SHEET NUMBER: C-2 Drawing No. 761 LIMITS OF CLEARING POWER POLES AND UTILITY LINE TO BE REMOVED (TYP.) POWER POLES AND © un UTILITY LINE TO BE Fe By ~t-— REMOVED (TYP.) : 38 ——— oe Ss TWLA TILA TWA POWER POLES AND ——* = UTILITY LINE TO BE a © REMOVED (TYP.) —— = : FS EX. UTILITIES TO BE PROTECTED AT ALL TIMES DURING CONSTRUCTION 43 29" E 8 62.80 <q Nn eR RE 5 084328 —— EX. PVMT TO ___ —_ see RRR RRR RRR ERR __ BE REMOVED _ _ nears SSS etenstatetatatatetata ts etecoratetatetetetatetetetete’s _. It R RT) oleleleleleteletet: iy EX. CONCRETE ie PEEEEEE +558 LF ~ SANITAR WALL TO BE a ee ; PIPE AND 6 MANHOLES REMOVED , TO BE REMOVED ——. ago cong EB —" EX. FENCE TO Z BE REMOVED J. SO as. EX. LIGHT POLES eo aS TO BE REMOVED (TYP.) & EX. FENCE TOY % 5: BE REMOVED +0 es ee Soe POWER POLES AND a + @ 006 ee 6 oe ee UTILITY LINE TO BE nme indicates Overnead LIMITS OF CLEARING 5611 Remainder of Piot No. 100 See Drawing No. BLEACERS AND CONCRETE SLAB TO BE REMOVED. EX. SCOREBOARD BENCHES AND CONCRETE SLABS TO BE REMOVED LIMITS OF CLEARING EX. LIGHT POLES TO BE REMOVED (TYP.) EXISTING CONCRETE SLABS TO BE REMOVED \ Power Pole COVER BLEACHERS, EX. LIGHT POLES TO BE REMOVED (TYP.) EX. CONCRETE WALL TO BE REMOVED No, 40- Drawing No. 790 Plat REMOVED (TYP.) POWER POLES AND UTILITY LINE TO BE \ eG 2 4) S 3 \ Les) oO a % we 2\ a ny oe ae ” | 3 3 a | Pp Lu | oe | Sud ors ; Ze i POWER POLES AND UTILITY LINE TO BE REMOVED (TYP.) EX. POWER POLE TO EX. POWER POLE TO REMAIN REMOVED (TYP.) = % ms — OnE KH & | . * # ‘ 5 wf] +430 LF ~ SANITARY \% | cA A PIPE AND 1 MANHOLE % IMs TO BE REMOVED \ 4 & 7 POWER POLES AND ia UTILITY LINE TO BE FE; [p REMO / ar Ne, f EX. PVMT TO / / Fs \ \ 2 \ > ae: 1 N \ \ _S oan — a — 22 oa 2 A= oe BE REMOVED + +* eee 7.0 ee ey oe oe eee eee” eee Plot No. 40-GCC Drowing Na. 44~A oe Power Pole LIMITS OF CLEARING POWER POLES AND UTILITY LINE TO BE REMOVED (TYP.) UTL————__uy ny. MLA Y fp he ARENT BOUNDARY LINE OVERLAY APP. —— + — - __ rs Ps Ps # Fi ay y ce = x Z ae Oe is a isis i 3 \ a > ie aD uh St lu — 9 Pa a | of =2 , wy | SEQSX FA | Joe i a Oar | LG) | oe 2 oO Zz i inal rae Zz O 2 i gees 8 ee ee eS LEGEND >.< STRUCTURE TO BE REMOVED LIMITS OF CLEARING vg Ga Gy PAVEMENT TO BE REMOVED NOTES: 1. CONTRACTOR SHALL PROTECT EXISTING UTILITIES ON SITE AND ADJUST AS NEEDED 109-113 ESTATE CASTLE COAKLEY CHRISTIANSTED, ST. CROIX U.S. VIRGIN ISLANDS 00822 TEL 340-778-8898 FAX 340-778-7754 Steven E. Hutchins AIA Architects, Inc. DATE: 05-08-2020 DRAWN BY: ANB 15—01—0015 Demo.dwg SHEET NUMBER: @ "11 /Connelly 8 Wicker Inc 0-3 Planning - Engineering - Landscape Architecture 10060 Skinner Lake Drive, Suite 500 Jacksonville, Florida 32246 (904) 256-3030 FAX: (904) 265-3031 www.cwieng.com Florida Registry 3650 L.A. Number: LC26000311 To Street, 13+00 CONSTRUCTION ENTRANCE /EXIT L SINGLE EROSION CONTROL FENCING W/ WIRE BACKING /; (TYP.) ROADWAY TO BE DESIGNED AND CONSTRUCTED UNDER SEPARATE PROJECT. SINGLE EROSION CONTROL FENCING W/ WIRE BACKING (TYP.) ROADWAY TO BE DESIGNED AND CONSTRUCTED UNDER SEPARATE PROJECT. all j ee -e Se — W — um " PERFORATED = ag | —— = aN ee ae ; PERIMETER DRAINAGE _\—><@6- \ J its 2D ee ? SEE PLAYING-FIELD Bi Pa. Decimal TEs An =< ne a at ‘Je __-DRAINAGE PLAN PF3.00 ere § eas \ Nor, Power: Pol widing 2 ee 46400 een ial + 6” PERFORATED PERIMETER DRAINAGE SEE PLAYING FIELD DRAINAGE PLAN PF3.00 TERRENCE oe FIELD Qe PAULE. #2 \7\ Wee See, [| _ Z JOSEPH — STADIUM jee Ls = = 9) a - f= 1) PC _\— FN aad 0.5% 6 ee \ ne. | SINGLE EROSION ; | * CONTROL FENCING W/ oe :: > y RE BACKING (TYP.) G % , / 8 ; Zz 5 y SWALE AREA TOWARD LEVEL -7 | SPREADER ON SOUTH SIDE rv | Se OF ENTRY SIDEWALK’ DOUBLE EROSION CONTROL FENCING W/ - f WIRE BACKING (TYP.) H / Sas = Y APPARENT BOUND, UNE OVERLAY 8 LEVEL SPREADER WITH A 2’ BERM r MAINTENANCE PLAN THE EROSION CONTROL FENCING WILL BE INSPECTED STRUCTURAL PRACTICES WEEKLY AND AFTER EVERY RAIN EVENT OF %” PER ah a 24 HOURS. ALL HOLES, RIPS, BREACHES, ETC., WILL saat eal Sal oe BE IMMEDIATELY REPAIRED WHEN DISCOVERED. WHEN 1 ; i SILT BUILD-UP REACHES % OF THE HEIGHT OF THE EROSION CONTROL FENCE AND IN CATCH BASIN, IT WILL BE REMOVED AND DISPOSED OF ONSITE AS PART OF THE FINAL SITE GRADING. SEDIMENT WHEN THE CONCRETE TRUCK WASHOUT BASIN IS Bonen FULL, THE DRIED MATERIAL WLL BE REMOVED AND DISPOSED OF TO ALLOW FOR RE-USE OR ANOTHER BASIN CAN BE CREATED. LET SEDIMENT Reta: TRAP Ps Sates ES OT | | 1=50' | 3) st w 1 fe) ey og S = <¢ Cw O SS x< NOTES: fucgsge 1. ALL AREAS WHERE THERE WILL BE SITE DISTURBANCE WILL BE PRE—CLEARED OF BRUSH. ALL MAJOR 2eoSe.u TREES WILL INITIALLY REMAIN. ALL VEGETATION WILL BE LEFT A MINIMUM OF 1 FOOT IN HEIGHT. THIS WILL ner ALLOW FOR EXISTING VEGETATION ROOT SYSTEM TO CONTINUE TO HOLD THE SOIL AND PREVENT EROSION Cah oo UNTIL EXCAVATION IS STARTED. ~-O% ZO 2. FLAGS MARKING THE LIMITS OF SITE DISTURBANCE FOR STRUCTURES AND MAJOR EARTHWORK WILL BE Sumo tO ATTACHED TO TREES OR STAKES AT A HEIGHT THAT IS CLEARLY VISIBLE TO CONSTRUCTION EQUIPMENT S5 my A © OPERATORS. DQ ow 3. EROSION CONTROL FENCING WILL BE INSTALLED WTH RE-BAR OR STEEL FENCE POSTS AND WIRE MESH L a w >t WHERE NEEDED, FOLLOWING THE GUIDELINES IN THE V.I. ENVIRONMENTAL PROTECTION HANDBOOK, 2002 bid Se. 5 S EDITION. <x } 4. ALL AREAS TO BE EXCAVATED WILL BE LAID OUT BY A SURVEYOR PRIOR TO EXCAVATION. c he & m4 1. PRIOR TO THE START OF EARTHWORK, THE BEGINNING OF THE ROAD INTO THE SITE WILL HAVE A 24’ aS Ss = = LONG BY 20’ WIDE GRAVEL TRACKOUT AREA. —= 2. ROADS WILL BE CUT ON GRADE AS MUCH AS POSSIBLE AND THE ROAD BED WILL SLOPE TO THE DOWNHILL SIDE. / 3. _HYDRO-SEEDING, EROSION CONTROL BLANKETS WILL BE USED ON CUT AND FILL SLOPE SIDES OF ROAD TO / CONTROL EROSION. 4. ALL SOIL EXCAVATED AND STOCKPILED ON SITE WILL BE COVERED WITH TARPAULINS, OR STRAW EROSION OQ) | CONTROL BLANKETS AND HYDROSEEDING. ZF | 5. FOR EACH AREA, THE METAL REINFORCED EROSION CONTROL FENCING WILL BE PLACED BELOW EACH / BUILDING AREA AND ANTICIPATED WATER AND SEWER LINE LOCATIONS BEING CONSTRUCTED IN THAT AREA < x PER DRAWING. —_ 6. BUILDING SITES WILL BE EXCAVATED TO A MAXIMUM OF TEN FEET OUTSIDE OF THE BUILDING FOUNDATION = => LJ > LINE. THE INTENT IS TO EXCAVATE THE LEAST AMOUNT OF THE SITE AS POSSIBLE AND TO AVOID ee ie DISTURBING IT AS MUSH AS POSSIBLE. THIS WLL ALLOW THE EXISTING VEGETATION TO REMAIN UNTIL THE uj — oo” FINAL LANDSCAPING IS DONE. ND : 7. THE SITE WLL BE EXCAVATED IN A CONTROLLED AND LIMITED MANNER. THIS WILL LEAVE PORTIONS OF THE =) SITE THAT WILL NOT BE WORKED ON UNTIL LATER IN THE CONSTRUCTION SCHEDULE IN THEIR NATURAL Oc cs EXISTING STATE UNTIL FINAL LANDSCAPING. or 4 ee 4 8. A CONCRETE TRUCK WASHOUT AREA WILL BE CREATED FOR EACH MAJOR CONSTRUCTION AREA. Kh Os 9. AS THE EARTHWORK IS COMPLETED, THE GRADING WILL BE STABILIZED BY EROSION CONTROL BLANKETS Lu 0 AND HYDROSEEDING UNTIL FINAL LANDSCAPING IS INSTALLED. 7 10. DURING CONSTRUCTION, THOSE AREAS OF EXPOSED SOILTHAT HAVE BEEN GRADED TO FINAL Ite or PRE-LANDSCAPED ELEVATIONS AND THOSE THAT WILL NOT BE WORKED FOR AT LEAST THREE WEEKS WILL > es) BE COVERED WITH STRAW EROSION CONTROL BLANKETS, PNEUMATICALLY APPLIED MULCH. THOSE AREAS, <l O EXCEPT FOR ROCK FACING, THAT WILL NOT RECEIVE ANY FINAL LANDSCAPING WILL BE SEEDED AND <I mM AE COVERED WITH STRAW MATS WILL BE APPLIED AS SOON AS THE EARTHWORK IN FINISHED. Ow nO cS. Se a an [e) VEGE TATIVE .PRAG TICES a LEGEND DISTURBED ue prreape Trauey meme re Pedbaperoptlentl NOT HAVE A SUITABLE GROWNG Oo RIP—RAP / LEVEL SPREADER ONLY) ING COVER. DISTURBED SILT FENCE STABILIZATION ESTABLISHING A TEMPORARY VEGETATIVE (WITH COVER WITH FAST GROWING SEEDING ON TEMPORARY DISTURBED AREAS. cx CHECK DAM SEEDING) DISIREA Sala aa le EROSION CONTROL BLANKET STABILIZATION COVER SUCH AS SHRUBS, VIN za (WITH GRASSES, SOD, OR LE ON O VEGETATION) LIMITS OF CLEARING ~ ep) NOTES: O z 1. CONTRACTOR SHALL PROTECT EXISTING UTILITIES <t ON SITE AND ADJUST AS NEEDED am <ul LL me ae) 2 20 Le) LLJ oc =, 2 = 5 Az Pirie © z2 WY) ie << x a DATE: 05-08-2020 DRAWN BY: ANB 15-01-0015 SEC&Clearing.dwg @ 21) [Connelly & Wicker Inc. Planning - Engineering ~- Landscape Architecture 10060 Skinner Lake Drive, Suite 500 Jacksonville, Florida 32246 (904) 256-3030 FAX: (904) 265-3031 www.cwieng.com Florida Registry 3650 L.A. Number: LC26000311 SHEET NUMBER: C-4 NOTE: SEE STRUCTURAL PLANS FOR ALL RETAINING WALLS CURVE TABLE: ALIGNMENTS CURVE | RADIUS | LENGTH | TANGENT | BEARING | CHORD | DELTA C4 58.87" 15.90° 8.00’ $72° 08’ 03°W | 15.85° | 15°28'31" ; ac ipl : : ROADWAY TO BE DESIGNED 10+00. C1 140.00” 193.03" 115.40" $49° 37’ 38"E | 178.10’ | 78°59’55” AND CONSTRUCTED UNDER : — SEPARATE PROJECT. c2 140.00 189.82 112.73 $28" 42’ 49°W| 175.61’ | 77°41'00 47400 es c3 79.84 103.71’ 60.63’ S30° 20’ 31°W | 96.57’ | 74°25'37" PT. STA ee 14483.98 pe = ae 5+00 a ees aret = PC. STA. a a 10+25.22 se =f =a = PT. STA. Bel 2 10+41.13 sie emcee © S64°23'48"W f j S , 16.61 | | 10+57.74 \ | | oy 10+00.00 BATTERS $64°23'48"W | | EYE 67.45’ Pep onal 11+25.19 PAUL E. 1000.00 at JOSEPH + é STADIUM ait Pee ES ee a 12+90.95 ee aimee | PROPERTY LINE aaa le ae ye 12+01.26 \ — es BOARD a. a N ca ° 8 eS i z © : m ~~ [s) | NG © ” 8’ SIDEWALK 6’ ADA RAMP ROADWAY TO BE DESIGNED AND CONSTRUCTED UNDER SEPARATE PROJECT. $79°52°19"W 25.22’ 48400 PT. STA. 22+30.50 oO ats oO So S67°33'19"W 91.03" 8 : ‘ ‘ _ PC. STA. : \ O ™ 24409 (TYP.) x EP. STA. 24+25.23 12+61.30 I ‘ SEE ARCHITECTURAL PLANS FOR LAYOUT AND DETAILS OF ALL BUILDING AREAS, WALLS, ADA RAMPS, WALKWAYS, STEPS, AND ALL BALL FIELD ELEMENTS xY ep APPARENT BOUND. LINE OVERLAY ADA RAMP 8’ WIDE LEVEL SPREADER FOR STORMWATER RUNOFF CONTROL SEE ARCHITECTURAL PLANS FOR LAYOUT AND DETAILS OF ALL BUILDING AREAS, WALLS, ADA RAMPS, WALKWAYS, STEPS, AND ALL FIELD ELEMENTS 42.50’ ee ENTRY SIDEWALK Planning 10060 Skinner Lake Drive, Suite 500 Jacksonville, Florida 32246 LEGEND PARKING COUNT GRAVEL PAVEMENT CONCRETE PAVEMENT | La - 50' | 7 Z ia tee ae Ps | Fe yp ) a \ ee. | oa [= a Fy > fee) 34 . LQxXa ON xX lugee Ce Oo dp er ies 2abt 6 ow a Sea eo ow aA xt we Fete Bo aoe uWwet og "aie a eat © oS 22@5>oq OA-ODFE coe za +ix- o2uw>s uA wo Pass Gass eee LU @) — ee 2 <i<o IMa- Ow nn Cp) 4 a = Sl < a =. ld ZE 2 a0) Rs Qa DATE: 05-08-2020 DRAWN BY: ANB 15—01—0015 Site.dwg Engineering Landscape Architecture (904) 256-3030 FAX: (904) 265-3031 www.cwieng.com Florida Registry 3650 L.A. Number: LC26000311 SHEET NUMBER: &-5 FijneeCorctatcieneen £4 TE cwoos ROADWAY TO BE DESIGNED é, hae AND CONSTRUCTED UNDER SEPARATE PROJECT. Qs cS : se ee — _ ee * CONNECT TO EXISTING Og \ 12” WATER MAIN WTH 833 A 2” TAPPING SLEEVE n os \ AND GATE VALVE TERRENCE 25% \ ff MARTIN FIELD: = % $ a ne — ReZZzZ —F PAUL E. Be sua JOSEPH oie . = ye STADIUM Ps. ee ee Seiten /\ , -—102 LF ~ PROPOSED 2” , | —— a i DOMESTIC WATER MAIN / / — ; 12 LF ~ 4° PVC I] / . ; \ SAN PIPE © 1.0% / ye / =< a nO | Se SANITARY MH#1 INV = 2.25' @ TOP = 7.10’ GROUND = 6.60’ eee es INV = —1.79 (S) EXISTING ————— | INV = -0.69 (W) NEW —— — Ee eX GALLON GREASE TR. Ss TOP = 13.50’ ——s ——e GROUND =13.00’ Ss > wae TO EXISTING oe INV = 7.00’ 12° WATER MAIN WITH ty a saatteootehine saat SLEEVE 55 LF ~ 6° PVC pred cate vale / SAN PIPE @ 2.73% SAN PIPE © 1.90% 356 LF ~ PROPOSED DOMESTIC WATER MAIN \ ‘ a = < ee eae ee ee : ee es eee gS 6) — == 7 269 LF ~ 6” PVC SAN PIPE @ 1.19% 2) ob 3 x s2 8 | oa. : 2 oe | ae#oSe | 23538 Sud <Q ew — | Teanee re eitiae ae be | es Ones | cen es a sof ya . OA-ODF ye # Pa = Ps ra rie + ix- Y x oes fe ra Pa oF oe i i | ie ie ee p , | PE do es Pe LU O rs ' — ee 4 2<zt0O”~ Pe el <Ma- y | Lg) W ! <x aa LEGEND ——— PROJECT BOUNDARY — SAN— SANITARY SERVICE a WATER MAIN Parssorr| Zz < a a oc LL = LL Y) 2 Zz an Sf s UW o> i = 2 5 DATE: 05-08-2020 DRAWN BY: ANB 15—01—0015 Ws.dwg SHEET NUMBER: C-6 @ "1 {Connelly & Wicker Inc. Planning - Engineering ~- Landscape Architecture 10060 Skinner Lake Drive, Suite 500 Jacksonville, Florida 32246 (904) 256-3030 FAX: (904) 265-3031 www.cwieng.com Florida Registry 3650 L.A. Number: LC26000311 Oo VSLL-BLL-OVE XW4 8688-8LL-OVE TAL TA'S'N ‘XIOHO “LS 8 2| 2 22800 SGNV1SI NIDHIA ’S'N XIIdWOD LHOdSs ee Ww oO XIOHO “LS ‘ALSNVILSIHHO aan ae. AFTAVOO FUSVO ALVLS3 €11-601 CNV WAIOVLS TWeasve NW 1d DNIGVHD : 712 C) ‘oul ‘S}JOSUYOy Wi SUIYOINH “3 UeAZe]S HdaSOFr 3 1NVd Heo |b *LOSrOUd ‘NOLLVNYXOSNI SNIMVYG a a = Hi % > ais. Me 67%, | = le SE ayer ae ed 1. %8 BEd “s, |e 235 - Se ak ~ A 8 onHt SS IS B88 A ee ee ; ¢; es e)|| SES 3 - ne Re ae I aaa \ Ww 2.8 = E ie =a , = 40.8 | \ il. 38 * | “D os ey | \ = | 48s | £ BS? | ‘ % \ a ae ae Gee te pe : Exe & atk Ss 38 A i Planning a H OW) IRA Le lj | | WA) I x il Hh Wf ‘ \ \ = ka ce \ YI “* Re ager Rl \ Pk ee LY LRAT ew “sae 2 0Cl(‘(‘yeSS ES a \@ \| & \] —Ss ,o ea. AVTEAO INN \ & \\ \ Uh, eR “ie ee, AYVONNOG LNaYVdd¥ wa Esty Seo° ’ ‘eas Z ade oie (=) a = > 5.85' M L \ WA OF ENTRY SIDE SWALE AREA TOWARD “EVE SPREADER ON SOUTH <SIDE ETER DRAINAGE \ “86 - . | \ \ \ if | ~ e \ oe } nx ‘ dase 2 \ % iw |) é | “zug toes : q-" \ / Baz x P i) 4 ¥ = \| Qa 5° \ ad sk @ Say, * ae a or Rs Nn <x > \\ c LOH | fay ae \ wie WW G 6 Nail ozs | nan So \ | Wot & a) tas pu op) S a O5< 2 \ ay PES VW aansesest ~Zz0 =e <§o c¥") a : ; IRM, | <9 a pire X dy Ps) C sf Ye See 00+¢1 aa Pal e oy ai /_ —t eT r 1’-6” SQ. x 6” THICK CONCRETE PAD WITH SET COVER OF VALVE BOX AND CONCRETE PAD 1/2” ABOVE GRADE IN PAVEMENT OR SHOULDER AND 3” ABOVE GRADE ELSEWHERE a 2.1%2.1. WWF. CAST IRON LID MARKED "WATER” FINISHED GRADE FINISHED GRADE (GROUND) (PAVEMENT) = = : 0" UPPER SECTION TELESCOPING CONC. BLOCK OR BRICK 6 SCREENEEe i —— TYPE CAST IRON VALVE BOX, DIA. /4 CONC. BLOCK OR BRICK id 6" PER VIWAPA REQUIREMENTS ANCHOR BOLTS a RESTRAINERS (MIN. ) 3-9” (ure Dern) i - rn (MIN.) oO 3” HOT DIPPED GALVANIZED ANCHOR BOLTS \ LOWER SECTION DOUBLE NUT (TYP.) | = Ln \ ee YE fee ts ae GATE VALVE SIZE AND ENDS Se + AS SPECIFIED, PER VIWAPA A/2 NTS 11”+ (2"9) -—— REQUIREMENTS ELEVATION S ELEVATION a ae ADDITIONAL DEPRESSION OF VALVE MAY BE REQUIRED TO INSTALL TYPE A TYPE B ae BURIED GATE VALVE AND BOX NTS NTS IPE TYPE BA TYPE B ANCH. BOLT STRAPS ; L TYPE | SIZE A B C A B C D SIZE (DIA.)| 6”* 38” a2" DE ie 274 27” 2h. 16” |(1) 1/4"x 1 1/8” 5/8” 1’—0” NN, UNDISTURBED EARTH 7% ” ” ” ” ” ” ” ” ” ” ” ‘ C]ORRRR ‘ . Le 8 44 38 27 30 30 30 18 YS yr YS Ir > Yr yY» n i 10” 50” 44” 34” 37% a7 33” 18” |(2) 1/4"x 1 1/4"| 5/78" fee IS ys IIIYIYYO®? 9 Ee Se ee eS LIYE o” + 57” 51” 67” 47” 47” 47” 24” (2) 3/8'x 11/2) 3/4" ‘| 1-0" IS SISEEREESEEERESESSES S m > x = ; ; MMM MMII MI AI AIM AIAIAIA1: = 16 64 57 67” 54” 54 49 24 ; Z rhegesg Mtg we, £92 £ fee ings 20” 78” 63” 80” 64” 64” 64” Bo. C2) 1/2 x1 3/4) Fee ZO" ee a sete fatale, CONCRETE THRUST BLOCK — - = 3 = . 'e . 2° . 24” 93” 75” 83” 78” 78” 78” 36” |(2) 1/2°x 2 1/2 1 20 os NOTE ” 4 TAPP : NOTE *6: OR LESS y _ VIMAPA REQUIREMENTS 1. BASED ON 150 P.S.I. STATIC PRESSURE PLUS A.W.W.A. WATER HAMMER. 2. ALL BEARING SURFACES TO BE CARRIED TO UNDISTURBED GROUND. () a 3. ALL STRAPS, BOLTS AND ANCHORS SHALL BE MADE OF GALVANIZED ( a ( STEEL AND SHALL CONFORM TO ASTM 123 AND 153 J xs i at 4. ALL JOINTS SHALL BE ENCASED IN CONCRETE AFTER THE CONSTRUCTION Zz : OF THE THRUST BLOCK. eae ROO RORY» NEW WATER PIPE > DIREC Ce Ve Se (D NTS 24” MIN.—12” & LARGER PIPE NOTE: 18” MIN.—10” & SMALLER PIPE 1. AT ALL 90° - 45° USE TRUST BLOCK AND RESTRAINERS laa) am @ LE SEE DETAIL OF = TEMP. CONCRETE Oo yoy THRUST BLOCK AY PLAN & ELEVATION | 7 WATER MAIN Ri” és I Dili 427°Xi6" 6” DI, P. E. » REDUCING TEE BENDS & TEES PLUGS SOE CONTR LATeMiiiae Pre [RESTRAINERS A " Z16 ° ° 22-1/2 CORP. STOP = PIPE 90 BENDS 45 BENDS 1 yen TEES PLUGS A cen ae . <15 i (lo SIZE A ? A 5 F = i 5 2 = 2 of Nes 1/2” (TYP.) SCH 80 PVC | | a 5” « 18” 41” 10’ 1” 6” 9” 4” 13” 10” 24” SERVICE LINE URB STOP W/2-1/2” Cll. ( () ; = : . 7 = = = . = : VALVE RISER BOX, PER = ae 3 8” 25 14 14 14 9 11 15 17 12 32 VIWAPA REQUIREMENTS a} i oar 10” i 20” 16” 19” 10” 15” 18” 22" 14” 40” WATER MAIN = : " " " ” * é " - CONCRETE BLOCKING S 12 33 23 el 23 12 18 21 26 16 47 Ee eee cant oO 14” 39” 26” 22 26” ton 22” 24” 30” 18” 54” = c= » pe Ste ee O ” ” ” ” ” ” ” ” ” ” ” / Nf ane ans Ment ae T = fs = P i= A VA LVE = z V D L if OS 16 43 30 24 30 14 26 28 33 20 61 hal IC | INEC TiC - ii A N ” ” ” ” ” 7 ” ” ” ” ” oe = = ss : Le i cS buy Eo; | Sa B AN i 20 50 39 27 39 17 32 33 42 24 74 NTS OR ~ ie AND 24” 60” 45” 55° 45” 20” 38” 40” 49” 28” 88” NOTE: 1. FOR 2 1/2” SERVICE LINES, END LINE AT GATE VALVE WITH 5 1/2” VALVE RISER SER\ Ee INFS OVER o BOX (FIG. 4905, B&T INDUSTRIES, OR APPROVED EQUAL). SEIN \ C a : NOTE *§” OR LESS NTS BASED ON 150 P.S.I. STATIC PRESSURE PLUS A.W.W.A. WATER HAMMER. ALL BEARING SURFACES TO BE CARRIED TO UNDISTURBED GROUND. CONG INE TE. THRU leas LOC K "DEdeaayes Nios SELECT FILL (COMPACTION AS = 12” COVER (MIN.) in Seer /\\CRUSHER RUN TAMPED IN 6” LAYERS SELLE OCCT L “UNDER PAVEMENT PER FP—96 AS SPECIFIED Sen ea PEPER TET Saree + + OO SAND BEDDING ol 2 1/2” PVC SCHEDULE 80 3 $ = N TYPICAL WATER SERVICE Py 5 CONNECTION TRENCH DETAIL ° ii E — —I 1 NTS = } oes o ee oe <r 3S .< DETECTION & IDENTIFICATION fa Suk SPECIFIED), CONCRETE OR ASPHALT ee nN EO 12” UNPAVED AREAS cst m2 © 16” PAVED AREAS ec O S A st » Z S \/ ISON KR Oo Lu le @) ROIS ~ANSSW 5 AS SEEDS > \ s . fem _ ASS 4 H2ZR rs f Mp PA 3’-0” MIN. ee me a 9o- YS SELECT BACKFILL Sree aes 6” THROROUGHLY COMPACTED o27u0q . NH-OSF PIPE O.D. . eS 6” Pd SCREENED SAND < : eee 12”| PIPE O.D. | 12” ral > UJ > nia wo 2’-0"+ PIPE 0.D. : ree ee ee =. d TRENCH DETAILS FOR PVC PIPES epeRS NTS LL O auc O <toO Mare ow On Y) - Lf y 6p oO a oO ep) — < TEs LL ae GE LL we = yd [e) EF @ = <i. o os = <x 5 DATE: | 05-08-2020 DRAWN BY: ANB 15-01-0015 Cov&Dets.dwg SHEET NUMBER: ( by. |Comelly & Wicker Inc. Planning C-8 Engineering Landscape Architecture 10060 Skinner Lake Drive, Suite 500 Jacksonville, Florida 32246 (904) 256-3030 FAX: (904) 265-3031 www.cwieng.com Florida Registry 3650 L.A. Number: LC26000311 30” NEW HAMPSHIRE STANDARD MANHOLE FRAME AND COVER, H20 LOAD RATING 3/4" CRUSHED STONE -— 6” MIN. ess aoe A FULL MORTAR BED 7 a PLAN © (CL CLEANOUT BODY: W/FEMALE. THREAD Z 7 ADJUST TO GRADE WITH CLAY BRICK OR —— EXISTING CITY SEWER-— Rie UNTER Bes LUGTN PAD | eK PRECAST CONCRETE RINGS (12" MAX. LO , FINISH GRADE AREAS) ADJUSTMENT) + — D + P , ‘ | ues U SCALLOP 3 (— PRECAST CONCRETE UNITS SHALL /4— — — — — — — — - a sks ia) 4” PVC TO C.l. FERNCO COUPLING mee | | CAR OPENNE 5. ON OR: 1 ASTM G58 Bo REMOVE TO CLEAN es (OR' APPROVED EQUAL) CLASS "AA" CONCRETE, 4000 PSI HORIZONTAL LINE I\ | 4 6 eeh = 2, L/ \ |_— WATERTIGHT _ JOINT GENECO SADDLE ~ : ie es le (TONGUE & GROOVE W/BIT. SEAL) WITH STAINLESS 4 CUT U SCALLOP TO (TYP. ALL AROUND) = STEEL STRAPS 5 | GUT u seau.ge TO_X | Y z 3” HYDRAULIC \45_ PVC _WYE 45 iS TO ACCEPT atk =| Lo 46" DA MN STEPS ARE NOT ALLOWED 3 =. 2 INCOMING PIPE ‘ VARIES AROUND SADDLE bys | E~ FLEXIBLE COUPLING Hl: 2 ee \ TEEVE COUPLING(S 4 i CALDER OR APPROVED EQUAL SCREENED SAND —/4n¢ il: iii Sac! Leglly ; os HE 4° PVC SDR35 STANDPIPE FLUSH WITH BOOT REQUIRED om ln = INSIDE WALL_AT ON 5” WALLED a STAINLESS STERL ANCHOR _ . LATERAL EXTREMES STRUCTURES wi Bad “Y™ V~ ~~ W/REMOVABLE BAND set. 4"X4" (OR 6X4") WE } 1/2 Gr. % 2°X2" HARDWOOD STAKE OND rvs Vy (SEE STRAP DETAIL) ¥ Gaede es F Serve IS NOT] gp ain pg goa jin cE «|| peti ply pai aig a pls cag upg a VARIES =| FLOW LO Oe RUN TO BUILDING) Of TR RTT RTT ETN |) ABUL ELT ; ey aa ns SHELF 1 90 SHORT BEND B&S ses __5° MIN. eee a _— U 12" MIN. 4” (OR 6") PVC SDR35 * | " = a a ry — = 4) ~ WATER TIGHT JOINT punter Ce ELEVATION B I I a SSS SSS “44 a og 4g A _CONCRETE cS “A” 3/4” CRUSHED STONE FOR FULL WIDTH CLASS A” CONCRETE I OF TRENCH UP TO SPRING LINE OF PIPE P HI — 6" BELOW PIPE IN EARTH = = U # OF DROPS d D — 12” BELOW PIPE IN LEDGE | WN | END CAP, IF 1 ry r LU uy SERVICE IS NOT 2 8" OR 10" 5’ HYDRAULIC 7] r Tl ee ee TYPE OF PIPE SIZE MAX. DIST. TO FIRST JOINT = = ; 17 OB’ TYPICAL SEWER SERVICE CLEANOUT R.C.P./C.I. ALL 48" 1 247g C.LP. ALL 48” Lo LSI oT (NOT TO SCALE) P.V.C. >15" 48” 6" MIN. STONE BEDDING IN EARTH _| V.C.P. 0-12" 18” Tal, STONE" BEDDING IN LEDGE INSIDE_DROP CONNECTION ic | |e fe TYPICAL SEWER CONNECTION FOR PVC PIPE DRE_GAST REINFORCED (NOT TO SCALE) (TYING INTO EXISTING MAINS) SANITARY SEWER MANHOLE (NOT TO SCALE) (NOT TO SCALE) ae [PAVEMENT LOAM AREA PAVED AREA | Sante 4” COMPACTED \ ! | ; FERROUS METAL LOAM & SEED 129.0 %9S © | | © ae ROD OR PIPE $02 Oe of ; CRUSHED GRAVEL Jo g9:o 9°9:09 Logi 9 On, Hess \ 3/8” DRILLED Si a AES Leave _45° BEND wong |. EGOS! | \ a | ” » SPECFED. URSA Tee PVC_WYE . \ sa Te ROADWAY BACKFILL ml SHALL CONFORM TO | STANDARD SPEC’S 18” DIAM. = un ets 12” MIN. 1 1/2" \ P y/ LAG BOLT Hee * Se \ gp —a— 1/8” PAYMEN WARIESH 2 S Ie (a ray ——— —A Pr 3 UNDISTURBED SO} OR D + 2’ (WHICHEVER IS GREATER) NOTES: fa FOR FULL WIDTH OF THE TRENCH UP TO SPRING LINE OF PIPE. —— 6 BELOW PIPE IN EARTH —- 12° BELOW PIPE IN LEDGE ROCK 1) PAVEMENT REPAIR IN EXISTING ROADWAYS SHALL CONFORM TO STREET OPENING REGULATIONS. DEPTH FOR BITUMINOUS PAVEMENT, SHALL BE EQUAL TO EXISTING PAVEMENT WITH 3” MIN. (1” WEARING, 2” BASE) 2) NEW ROADWAY CONSTRUCTION SHALL CONFORM TO SUBDIVISION SPECIFICATIONS. 3) IN UEU OF THE 12” GRAVEL COURSE AND 9” OF CRUSHED GRAVEL, 18” OF CRUSHED GRAVEL OR RECLAIMED STABILIZED BASE MAY BE USED AS A BASE FOR THE PAVEMENT REPAIR. 4) MATERIAL SHALL BE REPLACED IN KIND WHENEVER POSSIBLE. 5) A MINIMUM 2’ CUTBACK IS REQUIRED AT THE TOP OF THE TRENCH WALL OVER UNDISTURBED MATERIAL. TYPICAL SEWER TRENCH DETAIL (NOT TO SCALE) qd 4 ae > qg : a MANHOLE WALL “ted? v Titi “1/2” DRILL ¢ - HOLE 5/16" LAG—BOLT (SHIELD—LONG) 4 7 4 4d 4 4 ¢ qd sizE| 2 R Cc 4”_|14.176"| 2.125” | 2.063” 6”_|19.638"| 3.188” | 3.125” 8" |25.102”| 4.250” | 4.188” 10” [30.565”| 5.313” | 5.250” 12” |36.028"| 6.375” | 6.313” STRAP DETAIL FOR INSIDE DROP CONNECTION (NOT TO SCALE) 12” MIN. PVC TEE | BEDDING: 6”_IN EARTH 12° IN LEDGE Yt : WM Y ore, NW ,,}W FORMWORK OR SONO-—TUBE SHALL BE LEFT IN PLACE. SERVICE _CHIMNEwakOR-PVC PIPE (NOT TO SCALE) 1) 2) 3) 4) 5) 6) 7) 8) 9) 10) 1) 2) 3) 4) 6) NOTES FOR ORDERED EXCAVATION OF UNSUITABLE MATERIAL BELOW GRADE, REFILL WTH BEDDING MATERIAL. BEDDING: CRUSHED STONE, FREE FROM CLAY, LOAM, ORGANIC MATTER, AND MEETING ASTM C33, STONE SIZE NO. 67. 100% PASSING 1 INCH SCREEN 90-100% PASSING 3/4 INCH SCREEN 20— 55% PASSING 3/8 INCH SCREEN O-— 10% PASSING #4 SIEVE O— 5% PASSING #8 SIEVE USE CRUSHED STONE ONLY FOR BEDDING UNDER MANHOLES. WHERE ORDERED BY THE ENGINEER TO STABILIZE THE TRENCH BASE, CRUSHED STONE 1/2 INCH TO 1 1/2 INCH SHALL BE USED. SAND BLANKET: CLEAN SAND FREE FROM ORGANIC MATTER SO GRADED THAT 90 100% PASSES A 1/2 INCH SIEVE AND NOT MORE THAN 15% WILL PASS A NO. 200 SIEVE. SUITABLE MATERIAL: IN ROADS, ROAD SHOULDERS, WALKWAYS AND TRAVEL WAYS, SUITABLE MATERIAL FOR TRENCH BACKFILL SHALL BE THE NATURAL MATERIAL EXCAVATED DURING THE COURSE OF CONSTRUCTION, BUT SHALL EXCLUDE DEBRIS, PIECES OF PAVEMENT, ORGANIC MATTER TOPSOIL, ALL WET OR SOFT MUCK, PEAT OR CLAY, ALL EXCAVATED LEDGE MATERIAL, AND ALL ROCKS OVER SIX INCHES IN THE LARGEST DIMENSION, OR ANY MATERIAL WHICH AS DETERMINED BY THE ENGINEER, WILL NOT PROVIDE SUFFICIENT SUPPORT OR MAINTAIN THE COMPLETED CONSTRUCTION IN A STABLE CONDITION. IN CROSS-COUNTRY CONSTRUCTION, SUITABLE MATERIAL SHALL BE AS DESCRIBED ABOVE EXCEPT THAT THE ENGINEER MAY PERMIT THE USE OF TOPSOIL, LOAM, MUCK OR PEAT, IF HE IS SATISFIED THAT COMPLETED CONSTRUCTION WILL BE ENTIRELY STABLE AND PROVIDED THAT EASY ACCESS TO THE SEWER FOR MAINTENANCE AND POSSIBLY RECONSTRUCTION, WHEN NECESSARY, WILL BE PRESERVED. BASE COURSE, IF ORDERED BY THE ENGINEER, SHALL MEET THE REQUIREMENTS OF THE LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR ROAD IN BRIDGE CONSTRUCTION OF THE STATE OF FLORIDA, DEPARTMENT OF TRANSPORTATION. WOOD SHEETING, IF REQUIRED, WHERE SHEETING IS PLACED ALONGSIDE THE PIPE AND EXTENDS BELOW MID—DIAMETER, IT SHALL BE CUT OFF AND LEFT IN PLACE TO AN ELEVATION NOT LESS THAN ONE FOOT ABOVE THE TOP OF THE PIPE. WHERE SHEETING IS ORDERED BY THE ENGINEER TO BE LEFT IN PLACE, IT SHALL BE CUT OFF AT LEAST THREE FEET BELOW FINISHED GRADE, BUT NOT LESS THAN ONE FOOT ABOVE THE TOP OF THE PIPE. W = MAXIMUM ALLOWABLE TRENCH WIDTH AT A PLANE 12 INCHES ABOVE THE PIPE. FOR PIPES 15 INCHES NOMINAL DIAMETER OR LESS, W SHALL BE NO MORE THAN 36 INCHES; FOR PIPES GREATER THAN 15 INCHES NOMINAL DIAMETER W SHALL BY 24 INCHES PLUS PIPE 0.D. W SHALL ALSO BE THE PAYMENT WIDTH FOR LEDGE EXCAVATION AND FOR ORDERED EXCAVATION BELOW GRADE. FOR CROSS COUNTRY CONSTRUCTION, BACKFILL OR FILL SHALL BE MOUNDED TO A HEIGHT OF SIX INCHES ABOVE THE ORIGINAL GROUND SURFACE. CONCRETE FOR ENCASEMENT SHALL CONFORM TO THE REQUIREMENTS FOR CLASS A CONCRETE OF THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS. PVC PIPE SHALL CONFORM TO ASTM 3034. PVC PIPE SHALL HAVE A PIPE STIFFNESS OF AT LEAST 46 POUNDS PER SQUARE INCH AT 5% PIPE DIAMETER DEFLECTION, AS MEASURED IN ACCORDANCE WITH ASTM D2412 DURING MANUFACTURE. JOINT SEALS SHALL BE OIL RESISTANT COMPRESSION RINGS OF ELASTOMERIC MATERIAL CONFORMING TO ASTM D3212 AND SHALL BE PUSH—ON, BELL—AND-—SPIGOT Steven E. Hutchins AIA Architects, Inc. 109-113 ESTATE CASTLE COAKLEY TEL 340-778-8898 FAX 340-778-7754 CHRISTIANSTED, ST. CROIX U.S. VIRGIN ISLANDS 00822 TYPE. NOTE: SEPARATE CONSTRUCTION SPECIFICATIONS ARE ATTACHED OR INCLUDED IN THE CONTRACT DOCUMENTS. THESE STANDARD DRAWINGS ARE NOT COMPLETE WITHOUT THESE SPECIFICATIONS. LEAKAGE TESTING ALL NEW SEWERS AND MANHOLES SHALL BE TESTED FOR WATERTIGHTNESS BY THE USE OF EITHER WATER OR LOW—PRESSURE AIR TESTS. LOW—PRESSURE AIR TESTING SHALL BE IN CONFORMANCE WITH ASTM C828. THE RATE OF INFILTRATION OR EXFILTRATION SHALL BE NOT GREATER THAN 100 GALLONS PER DAY PER INCH OF PIPE DIAMETER PER MILE OF PIPE FOR SIZES UP TO 48 INCHES. PAUL E. JOSEPH BASEBALL STADIUM AND SPORT COMPLEX ST. CROIX, U.S.V.I. MANHOLES SHALL BE TESTED FOR LEAKAGE USING EITHER A WATER EXFILTRATION TEST OR A VACUUM TEST. THE MANHOLE VACUUM TEST SHALL CONFORM TO THE FOLLOWING: a) THE INITIAL VACUUM GAUGE TEST PRESSURE SHALL BE 10” Hg; AND b) THE MINIMUM ACCEPTABLE TEST HOLD TIME FOR A 1” Hg PRESSURE DROP TO 9”Hg SHALL BE: PROJECT: 1) NOT LESS THAN 2 MINUTES FOR MANHOLES LESS THAN 10 FEET IN DEPTH; 2) NOT LESS THAN 2 1/2 MINUTES FOR MANHOLES 10 TO 15 FEET DEEP; AND 3) NOT LESS THAN THREE MINUTES FOR MANHOLES MORE THAN 15 FEET DEEP. THE MANHOLE SHALL BE REPAIRED AND RETESTED IF THE TEST HOLD TIMES FAIL TO ACHIEVE THE ACCEPTANCE LIMITS SPECIFIED ABOVE. ALL PLASTIC SEWER PIPES SHALL BE DEFLECTION TESTED NOT LESS THAN 30 DAYS FOLLOWING INSTALLATION. THE MAXIMUM ALLOWABLE DEFLECTION OF FLEXIBLE SEWER PIPE SHAL BE 7 1/2 PERCENT OF AVERAGE INSIDE DIAMETER. SANITARY DETAILS DRAWING INFORMATION: DATE: 05-08-2020 DRAWN BY: ANB 15-01-0015 Cov&Dets.dwg SHEET NUMBER: 0 ']cormely & Wicker] A Planning ~- Engineering ~- Landscape Architecture 10060 Skinner Lake Drive, Suite 500 Jacksonville, Florida 32246 (904) 256-3030 FAX: (904) 265-3031 www.cwieng.com Florida Registry 3650 L.A. Number: LC26000311 SIGN NO. FTP—21—06 2 ¢& 5 . qe =& FIP-22-06 ae ee a 4, : . a : Mae? aro, a po ee ere Ae pe * +c se a “. ' SAVER SECTION WITH | pees ae a ee eg t,t CONTRASTING COLOR “AND nak z 4: | _ - TEXTURE TO: EXTEND “24” é ree CC“ SCS:*C<‘ dese cis <OF. ‘CURB (REFER Piper nse a “TO HARDSCAPE “Pi AN): SEE PLAN PAVEMENT MARKING 3~6” WIDE WHITE 5’ CHEVRONS EQUALLY SPACED PER AISLE 6” WHITE STRIPES N 6” BLUE a STRIPE or ee OES O01 CURB CUTS SHALL HAVE A MAXIMUM RISE OF 8”. THE MAXIMUM SLOPE FOR A CURB RAMP IS 1:12 SEE GRADING PLAN FOR ELEVATIONS. ACCESS RAMP AND HANDICAP SYMBOL SHALL BE PAINTED WHITE. H.C. SYMBOL SHALL BE 5’ HIGH. DIMENSION ARE TO THE CENTERLINE OF MARKINGS. BLUE PAVEMENT MARKINGS SHALL BE TINTED TO MATCH SHADE 15180 OF FEDERAL STANDARDS 595A. THE FTP—22—06 PANAL SHALL BE MOUNTED BELOW THE FIP—21—06 SIGN. SOD 16” ALL AROUND 4° CONCRETE, 2,500 PSI 6x6—W10xW10 WIRE MESH, 2” 6X6—W4.0XW4.0 WWF SAWCUT PAVEMENT EXIST. CONCRETE [ec sec) ts cancts. Sccte. oso 9” 3000 PSI Pt UNDISTURBED EARTH CONCRETE ROADWAY OR TYPICAL HANDICAP PARKING SPACES N.T.S. 18” TURNDOWN (TYP) REINFORCED WITH CLEAR (TYP) DITCH PAVING N-1.S: SAWCUT PAVEMENT Oe a ss 3/4” DIA HOOK BOLTS @ 30” O.C. . RENCH WIDT ee STONE BACKFILL UNDER PAVEMENT PAVEMENT REPLACEMENT SPILLWAY (INACCORDANCE WITH FP-92 REQUIREMENTS) NTS UNDISTURBED SOIL MSV iS (SS = ll SH | STs ei Css 2:1 OR FLATTER /hS// Tesi ete 6' MIN SIRS Te SECTION A-A, 0% CHANNEL GRADE a = Whe MAXIMUM GRADE OF 1% FORA 6' MIN. TRANSITION OF 15' MINIMUM aS OE an aa DIVERSION OR DIKE PLAN DIVERSION. th ke ee AS wo?" TO 0 GRADE ip ee ac eae : yah EN / 54 med vee yee Sieh oye ee ee aa . » we ds et <—_ STABILIZED SLOPE we POLS saa ca putes STABLE ae a oe a Oe UNDISTURBED Py. ee )) ie mst Se OUTLET tes Sk ie eee ae 2 gee ya. Why. al w- decd * SOREN Na 3 ys Ae \- we pe w. \ ans me J Nw SOR Cee Se Nae pain oe ce ye ate abe mk i ial » \v w. ts ISOMETRIC VIEW - (NTS) LEVEL SPREADER THE MINIMUM ACCEPTABLE WIDTH SHALL BE 6 FEET. THE DEPTH OF THE LEVEL SPREADER AS MEASURED FROM THE LIP SHALL BE AT LEAST 6 INCHES AND THE DEPTH SHALL BE UNIFORM ACROSS THE ENTIRE LENGTH OF THE MEASURE. THE GRADE OF THE CHANNEL FOR THE LAST 15 FEET OF THE DIKE OR DIVERSION ENTERING THE LEVEL SPREADER SHALL BE LESS THAN OR EQUAL TO 1%. THE LEVEL LIP SHALL BE CONSTRUCTED ON ZERO PERCENT GRADE TO INSURE UNIFORM SPREADING OF STORM RUNOFF (CONVERTING CHANNEL FLOW TO SHEET FLOW). LEVEL SPREADERS MUST BE CONSTRUCTED ON UNDISTURBED SOIL (NOT ON FILL). THE ENTRANCE TO SPREADER SHALL BE GRADED IN A MANNER TO INSURE THAT RUNOFF ENTERS DIRECTLY ONTO THE ZERO PERCENT GRADED CHANNEL. STORM RUNOFF CONVERTED TO SHEET FLOW MUST DISCHARGED ONTO UNDISTURBED STABILIZED AREAS. ALL DISTURBED AREAS SHALL BE VEGETATED IMMEDIATELY AFTER CONSTRUCTION IS COMPLETED. REFER TO SPECIFICATIONS DS3 AND DS4 - DISTURBED AREA STABILIZATION (WITH PERMANENT VEGETATION AND SODDING), RESPECTIVELY AND MB - MATTING AND BLANKETS. MAINTENANCE: Periodic inspection and maintenance must be provided. 12” 4 LB/FT "U" bY | Le CHANNEL t <7 (GALVANIZED) : &. 1-1/4" 7 1-116" ce 1-1/16" 77 = sa a ( a —1/2” T $250. FINE jn! : 7 =e 4 POST SECTION SIGN DETAIL § X 111 |i: WASHER 5/16” K an) * he BOLT | ke % aes MOUNTING DETAIL *4ti@ : Pus HANDICAPPED SIGN & POST DETAILS N.T.S. NOTES: 1. TOP PORTION SHALL HAVE A REFLECTIVE BLUE BACKGROUND WITH REFLECTIVE WHITE SYMBOL AND BORDER. 2. BOTTOM PORTION SHALL HAVE A REFLECTIVE WHITE BACKGROUND WITH BLACK OPAQUE LEGEND AND BORDER. 3. PENALTY SIGN SHALL HAVE A REFLECTIVE BLUE BACKGROUND WITH REFLECTIVE WHITE LEGEND AND BORDER. 1 1/4” TYPE S—IIl ASPHALTIC / CONCRETE SURFACE COURSE —) fs = = L ¢ LIMEROCK BASE LBR 100, COMPACTED TO A MINIMUM 100% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY (A.A.S.H.T.O. T—180). PRIMED ENTIRE WIDTH 12” STABILIZED SUBGRADE MINIMUM LBR 40, MAXIMUM PLASTIC INDEX OF 6, COMPACTED TO MINIMUM DENSITY OF 98% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY (A.A.S.H.T.O. T—180). NOTES: 1. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED. 2.SOIL ANALYSIS MAY INDICATE THE NEED FOR THICKER BASE COURSES THAN THOSE HEREIN. THE PAVEMENT THICKNESS SHOWN HEREIN ARE NOT INTENDED TO BE ABSOLUTE, BUT ARE PRELIMINARY CRITERIA AND MAY BE MODIFIED TO ACCOMMODATE THE BEARING CAPACITY OF VARIOUS SUBGRADES. 3.ALL ASPHALTIC CONCRETE SHALL MEET THE REQUIREMENTS OF SECTION 331 AND/OR 333, FDOT STANDARD SPECIFICATIONS, LATEST EDITION. 4.THE ASPHALTIC CONCRETE PAVEMENT CONSTRUCTION SHALL MEET THE REQUIREMENTS SPECIFIED IN THE CITY OF JACKSONVILLE LAND DEVELOPMENT CODE SECTION 3.3.1 (ROADWAY PAVEMENT REQUIREMENTS). TYPICAL PAVEMENT SECTION N.T.S. Ait ton ag th ale PROG GOIGLL YH SAKA 8” COMPACTED SUBGRADE UNDER SIDEWALK 109-113 ESTATE CASTLE COAKLEY Steven E. Hutchins AIA Architects, Inc. CHRISTIANSTED, ST. CROIX TEL 340-778-8898 FAX 340-778-7754 U.S. VIRGIN ISLANDS 00822 95% MAX. DENSITY (A.A.S.H.T.O. T—180) TURN DOWN AS REQUIRED TO KEEP “A” = 3” MIN. BELOW ADJACENT GRADE AT GRADE NOTES: 1. CONSTRUCT STRAIGHT JOINTS WITH FACE PERPENDICULAR TO SURFACE OF CONCRETE. TRAVERSE JOINTS SHALL BE AT RIGHT ANGLES TO CENTERLINE UNLESS OTHERWISE INDICATED ON PLANS. 2.PROVIDE EXPANSION JOINTS AT 100’ INTERVAL MAXIMUM SPACING ON CENTER. 3.PROVIDE EXPANSION JOINTS FILLER FOR JOINTS ABUTTING CURBS, CATCH BASINS, MANHOLES, INLETS STRUCTURES, WALKS AND OTHER FIXED OBJECTS UNLESS OTHERWISE INDICATED ON PLANS. 4.EXTEND JOINTS FILLER FULL WIDTH AND DEPTH OF JOINT, AND %” BELOW FINISHED SURFACE. PLACE SEALANT OVER JOINT FILLER PER MANUFACTURERS RECOMMENDATIONS. 5.USE PREMOLDED ASPHALT—IMPREGNATED FIBERBOARD, %” THICK CONFORMING TO ASTM D1751. 6.CONTRACTION JOINT SHALL BE SAW CUT (%” WIDE BY 1” DEEP). 7.FINISHED SURFACE FOR CONCRETE SIDEWALK SHALL BE GRAY CONCRETE WITH LIGHT BROOM FINISH PERPENDICULAR TO LINE OF TRAFFIC. 8.PROVIDE CRACK CONTROL JOINTS ©(SAME AS WIDTH) O.C. 9.PROVIDE 16” STRIP SOD ADJACENT TO ALL EDGES OF SIDEWALK, CURB AND PAVEMENT AREAS. 10. CONCRETE COMPRESSION STRENGTH 3000 P.S.l. © 28 DAYS 11. SIDEWALK TO BE CONSTRUCTED WITH SLOPES COMPLYING TO WITH LATEST ADA CODE AND FDOT INDEX 304. SIDEWALK MAX PAUL E. JOSEPH BASEBALL STADIUM AND SPORT COMPLEX ST. CROIX, U.S.V.1. PROJECT: VERTICAL SLOPE OF 5.0% AND MAX CROSS SLOPE OF 2.0% CONCRETE WALK N.T.S. PAVING AND DRAINAGE DETAILS DRAWING INFORMATION: DATE: 05-08-2020 DRAWN BY: ANB 15-01-0015 Cov&Dets.dwg SHEET NUMBER: C-10 ( bi. J Comelly & Wicker Inc. Planning Engineering Landscape Architecture 10060 Skinner Lake Drive, Suite 500 Jacksonville, Florida 32246 (904) 256-3030 FAX: (904) 265-3031 www.cwieng.com Florida Registry 3650 L.A. Number: LC26000311 UPSTREAM TERMINAL TRANSVERSE CHECK SLOT DOWNSTREAM TERMINAL STEP 1: CUT CHECK SLOT TEMPORARY STAKE MAT “SSA NN XI 5; SEQ 4 STEP 1: CUT TERMINAL SLOT “aay See STEP 2: WORK UPSTREAM He ACROSS, CHECK SLOT < LAP BACK 18°. STEP 2: STAKE MAT INTO SLOT STEP 3: A STAKE MAT INTO SLOT. 8. USE 1°x3" PRESSURE-TREATED BOARD TO BRACE MAT AGAINST VERTICAL CUT. C. BACKFILL AND COMPACT. STEP 3: TUCKMATLAPINTO % SLOT & STAKE ten SES EE STEP 3: BACKFILL TERMINAL SLOT STEP 4: A REVERSE MAT ROLL DIRECTION TO OVERLAY CHECK SLOT. B. STAKE MAT TO ANCHOR TERMINAL Seat STEP 4: BACKFILL AND PROGRESS ~~ UPSTREAM PULL OUT TEMPORARY STAKES WHEN NO LONGER NEEDED FOR TENSIONING STEP 4: A ROLL MAT UPSTREAM OVER REFILLE TERMINAL ee B. STAKE MAT DOWN TO ANCHOR TERMINAL. C. PROGRESS UPSTREAM WITH ROLL SEQUENTIAL ROLL RUN OUT PICTORIAL VIEW OF IN CHANNELS TRANSVERSE SLOT INSTALLATION INSTRUCTIONS 1. START AT DOWNSTREAM TERMINAL AND PROGRESS UPSTREAM. 2. FIRST ROLL IS CENTERED LONGITUDINALLY IN MID CHANNEL AND PINNED WITH TEMPORARY STAKES TO MAINTAIN ALIGNMENT. 3. SUBSEQUENT ROLLS FOLLOW IN STAGGERED SEQUENCE BEHIND FIRST ROLL. FOR ALIGNMENT TO CHANNEL CENTER. 4. WORK OUTWARDS FROM CHANNEL CENTER TO EDGE. 5. USE 3" OVERLAP AND STAKE AT 5' INTERVAL ALONG SEAMS. 6. USE 3" OVERLAPS AND SHINGLE DOWNSTREAM TO CONNECT LINING AT ROLL ENDS. EROSION CONTROL MATTING AND Nites. BLANK! WHEN VOLUME BECOMES HALF FULL. | 6' MINIMUM| | | Md BIE Va OBE < BPTI aberscene en ‘tit Oa BE eV Ata Levees 3 - 5LB. STONE ae ao oan POI = TOY GEOTEXTILE LOGO, — NOTE: ROCK SIZE DETERMINED ACCORDING TO SPECIFICATIONS SET FORTH IN APPENDIX C OF THE GREEN BOOK. ROCK FILTER DAM DESIGN STANDARDS: DRAINAGE AREA THE DRAINAGE AREA TO THE DAM SHALL NOT EXCEED 50 ACRES. HEIGHT THE DAM SHOULD NOT BE HIGHER THAN THE CHANNEL BANKS OR EXCEED THE ELEVATION OF THE UPSTREAM PROPERTY LINE. THE CENTER OF THE ROCK DAM SHOULD BE AT LEAST SIX INCHES LOWER THAN THE OUTER EDGES OF THE DAM AT THE CHANNEL BANKS. SIDE SLOPES THE SIDE SLOPES SHALL BE 2:1 OR FLATTER. LOCATION THE DAM SHALL BE LOCATED AS CLOSE TO THE SOURCE OF SEDIMENT AS POSSIBLE AND SO THAT IT WILL NOT CAUSE WATER TO BACK UP ON UPSTREAM ADJACENT PROPERTY. STONE SIZE: THE STONE SIZE SHALL BE DETERMINED BY THE RIPRAP SIZING CRITERIA IN APPENDIX C OF THE MANUAL FOR EROSION AND SEDIMENT CONTROL IN GEORGIA. THE ROCK DAM CAN BE FACED WITH SMALLER STONE ON THE UPSTREAM SIDE FOR ADDITIONAL FILTERING EFFECT. HOWEVER, THIS MAY MAKE THE DAM MORE PRONE TO CLOGGING. TOP WIDTH THE WIDTH ACROSS THE TOP OF THE DAM SHOULD BE NO LESS THAN 6 FEET. GEOTEXTILE GEOTEXTILES SHOULD BE USED AS A SEPARATOR BETWEEN THE GRADED STONE, THE SOIL BASE, AND THE ABUTMENTS. THE GEOTEXTILE WILL PREVENT THE MIGRATION OF SOIL PARTICLES FROM THE SUBGRADE INTO THE GRADED STONE. THE GEOTEXTILE SHALL BE SPECIFIED INACCORDANCE WITH AASHTO M288-96 SECTION 7.5, PERMANENT EROSION CONTROL RECOMMENDATIONS. THE GEOTEXTILE SHOULD BE PLACED IMMEDIATELY ADJACENT TO THE SUBGRADE WITHOUT ANY VOIDS AND EXTEND FIVE FEET BEYOND THE DOWNSTREAM TOE OF THE DAM TO PREVENT SCOUR. MAINTENANCE ROCK DAMS SHOULD BE REMOVED ONCE DISTURBED AREAS HAVE BEEN STABILIZED. PERIODIC INSPECTION AND REQUIRED MAINTENANCE MUST BE PROVIDED. SEDIMENT SHALL BE REMOVED WHEN IT REACHES A DEPTH OF ONE-HALF OF THE ORIGINAL HEIGHT OF THE DAM. TO BE SHOWN ON THE EROSION AND SEDIMENT CONTROL PLAN 1. FIGURE 6-18.1, NOTING ROCK SIZE AS SPECIFIED IN APPENDIX C, ROCK FILTER DAM N.T.S. L = THE DISTANCE SUCH THAT POINTS A AND B ARE OF EQUAL ELEVATION — — — = — — il Nl SPACING BETWEEN CHECK DAMS STONE CHECK DAM STONE CHECK DAMS PIPE OUTLET TO FLAT AREA- NO WELL-DEFINED CHANNEL STONE CHECK DAMS SHOULD BE ht Y CONSTRUCTED OF GRADED SIZE a 2-10" STONE. MECHANICAL OR HAND PLACEMENT SHALL BE REQUIRED TO INSURE COMPLETE COVERAGE OF ENTIRE WIDTH OF GEOTEXTILE 24" MAXIMUM La CAN BE USED TO CONTROL AIR CURRENTS AND SOIL BLOWING. BARRIERS PLACED AT RIGHT ANGLES TO PREVAILING CURRENTS AT INTERVALS OF ABOUT 15 TIMES THEIR HEIGHT ARE EFFECTIVE IN CONTROLLING WIND EROSION. CALCIUM CHLORIDE. APPLY AT RATE THAT WILL KEEP SURFACE MOIST. MAY NEED RETREATMENT. PERMANENT METHODS PERMANENT VEGETATION. SEE STANDARD DS3 -DISTURBED AREA STABILIZATION (WITH PERMANENT VEGETATION). EXISTING TREES AND LARGE SHRUBS MAY AFFORD VALUABLE PROTECTION IF LEFT IN PLACE. TOPSOILING. THIS ENTAILS COVERING THE SURFACE WITH LESS EROSIVE SOIL MATERIAL. SEE STANDARD TP - TOPSOILING. STONE. COVER SURFACE WITH CRUSHED STONE OR COARSE GRAVEL. SEE STANDARD CR-CONSTRUCTION ROAD STABILIZATION. DUST CONTROL N.T.S. NOTES ON DETAILS APRON LENGTH AND THICKNESS 1. Lg IS THE LENGTH OF THE RIPRAP APRON. THE APRON LENGTH AND deo, STONE MEDIAN SIZE, SHALL BE DETERMINED FROM THE CURVES ACCORDING TO THE TAILWATER CONDITIONS: 2. D=1.5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT LESS THAN 6". 3. INA WELL-DEFINED CHANNEL EXTEND THE APRON UP THE CHANNEL BANKS TO AN ELEVATION OF 6" ABOVE THE MAXIMUM TAILWATER DEPTH OF TO THE TOP OF THE BANK, WHICHEVER IS LESS. MINIMUM TAILWATER- USE FIG. 6-24.1 MAXIMUM TAILWATER- USE FIGURE 6-24.2 MAXIMUM STONE SIZE= 1.5 x deo 4. AFILTER BLANKET OR FILTER FABRIC SHOULD BE INSTALLED BETWEEN THE RIPRAP AND APRON THICKNESS= 1.5 x dmax SOIL FOUNDATION. CONSTRUCTION SPECIFICATIONS 1. ENSURE THAT THE SUBGRADE FOR THE FILTER AND RIPRAP FOLLOWS THE REQUIRED LINES AND GRADES SHOWN IN THE PLAN. COMPACT ANY FILL REQUIRED IN THE SUBGRADE LINE PIT WITH VISQUEEN FOR EASE OF CONTAINMENT AND REMOVAL. WASHDOWN CHUTE, HOPPER, AND REAR OF VEHICLE ONLY. DO NOT WASH OUT DRUM ENSURE THAT ALL WASHDOWN WATER STAYS IN PIT. DISPOSE OF SETTLED, HARDENED CONCRETE IN GARBAGE WITH OTHER CONSTRUCTION DEBRIS. NEVER DISPOSE OF WASHDOWN WATER IN STREETS, STORM DRAINS, OR STREAMS. ‘ay a LP Th A | Ne Ne a= VV A lk Let Kap IN IN N.T.S. DITCH OR SWALE, AND THAT | TO THE DENSITY OF THE SURROUNDING UNDISTURBED MATERIAL. LOW AREAS IN THE 6) t CENTER OF DAM IS LOWER THAN SUBGRADE ON UNDISTURBED SOIL MAY ALSO BE FILLED BY INCREASING THE RIPRAP as wi EDGES. 1 THICKNESS. Ch N Sacteed Retires I 2. THE RIPRAP AND GRAVEL FILTER MUST CONFORM TO THE SPECIFIED GRADING LIMITS Ph) 1 sence Ape “ SHOWN ON THE PLANS. eee 00 SECTION FILTER O NS GEOTEXTILE 3. GEOTEXTILE MUST MEET DESIGN REQUIREMENTS AND BE PROPERLY PROTECTED FROM oO Wi N BLANKET = BUNCHING OR TEARING DURING INSTALLATION. REPAIR ANY DAMAGE BY REMOVING THE = ~ RIPRAP AND PLACING ANOTHER PIECE OF FILTER FABRIC OVER THE DAMAGED AREA. ALL £ = 2 CONNECTING JOINTS SHOULD OVERLAP A MINIMUM OF 1 FT. IF THE DAMAGE IS EXTENSIVE, O O o : PIPE OUTLET TO WELL-DEFINED REPLACE THE ENTIRE FILTER FABRIC. IO Xa 24" MAXIMUM CHANNEL 4. RIPRAP MAY BE PLACED BY EQUIPMENT, BUT TAKE CARE TO AVOID DAMAGING THE FILTER ov ON X FABRIC. — Ga ea 5. THE MINIMUM THICKNESS OF THE RIPRAP SHOULD BE 1.5 TIMES THE MAXIMUM STONE <x = Oe tt: x, DIAMETER. nae 6. CONSTRUCT THE APRON ON ZERO GRADE WITH NO OVERFALL AT THE END. MAKE THE ec¢itigano TOP OF THE RIPRAP AT THE DOWNSTREAM END LEVEL WITH THE RECEIVING AREA OR ee ee ae SLIGHTLY BELOW IT. oua «< @ MAINTENANCE A Hale A 7. ENSURE THAT THE APRON IS PROPERLY ALIGNED WITH THE RECEIVING STREAM AND gen a CO PERIODIC INSPECTION AND REQUIRED MAINTENANCE MUST BE PROVIDED. SEDIMENT SHALL y | 4 PREFERABLY STRAIGHT THROUGHOUT ITS LENGTH. IF A CURVE IS NEEDED TO FIT SITE t << = “2 @ BE REMOVED WHEN IT REACHES A DEPTH OF ONE-HALF THE ORIGINAL DAM HEIGHT OR t CONDITIONS, PLACE IT IN THE UPPER SECTION OF THE APRON. i > Zz ES BEFORE. IF THE AREA IS TO BE MOWED, CHECK DAMS SHALL BE REMOVED ONCE FINAL mY, 8. IMMEDIATELY AFTER CONSTRUCTION, STABILIZE ALL DISTURBED AREAS WITH ui w = oo STABILIZATION HAS OCCURRED. OTHERWISE, CHECK DAMS MAY REMAIN IN PLACE mas VEGETATION. ea OTe fo) PERMANENTLY. AFTER REMOVAL, THE AREA BENEATH THE DAM SHALL BE SEEDED AND 9. STONE QUALITY - SELECT STONE FOR RIPRAP FROM FIELD STONE OR QUARRY STONE. = —- Y= ps MULCHED IMMEDIATELY. THE STONE SHOULD BE HARD, ANGULAR, AND HIGHLY WEATHER-RESISTANT. THE SPECIFIC : ae PLAN GRAVITY OF THE INDIVIDUAL STONES SHOULD BE AT LEAST 2.5. > ® c Pi aol 10. FILTER - INSTALL A FILTER TO PREVENT SOIL MOVEMENT THROUGH THE OPENINGS IN No Sie 2 YA “TONE ) THE RIPRAP. THE FILTER SHOULD CONSIST OF A GRADED GRAVEL LAYER OR A SYNTHETIC 6 Ome See San aS FILTER CLOTH. SEE APPENDIX C; P. C-1. N.T.S bs MAINTENANCE ' INSPECT RIPRAP OUTLET STRUCTURES AFTER HEAVY RAINS TO SEE IF ANY EROSION AROUND OR BELOW THE RIPRAP HAS TAKEN PLACE OR IF STONES HAVE BEEN DISLODGED. QC) IMMEDIATELY MAKE ALL NEEDED REPAIRS TO PREVENT FURTHER DAMAGE. a FILTER FABRIC = Fost DRiven NTO TO BE SHOWN ON THE EROSION AND SEDIMENT CONTROL PLAN = => LL > = ee 1. THE FLOW CHARACTERISTICS OF THE PIPE AT FULL FLOW INCLUDING PIPE DIAMETER, FLOW i QO. ep) FLOW BLANKET RATE (CFS), VELOCITY (FPS), AND TAILWATER CONDITION dp) Q S 5 Neen eel DETAILS MODIFIED FROM VA SWCC 2. THE DIMENSIONS OF THE APRON INCLUDING LENGTH (La), WIDTH AT THE HEADWALL (W;), O < O 5 DOWNSTREAM WIDTH (W,), AVERAGE STONE DIAMETER (ds9), MAX STONE SIZE (dmax) AND STONE ae i x< DEPTH (D) DESIGNED IN ACCORDANCE WITH FIGURES 6-24.1 AND 6- 24.2 INGREEN BOOK. - Y) 0s Bec WIRE OR NETTING LL pas O 5 wa ae 23 iJ SEOTON STORM DRAIN OUTLET PROTEC TION i208 ENVIROFENCE 100X WITH SED. FILTER = <x O é FABRIC, NETTING & FENCE <l faa) A A, \, 1. LOCATE STONE STABILIZED PAD AT ANY POINT WHERE dp) Y VEHICULAR TRAFFIC WILL BE LEAVING THE CONSTRUCTION OVERLAP 2° ION a SITE ONTO A PUBLIC RIGHT-OF-WAY, STREET, ALLEY, 5 < SIDEWALK, OR PARKING AREA OR ANY OTHER AREA WHERE WOVEN OR NON-WOVEN tu an) THERE |S A TRANSITION FROM BARE SOIL TO A PAVED FILTER FABRIC JACKET 3 Swen 20°—O MINIMUM BUT NOT LESS THAN FULL ee a aa — ; — 20- VARIES | WIDTH OF ALL POINTS OF VEHICULAR EGRESS. LENGTH — Seasie —— 3 — 50°-O MINUMUM 12" 12 LF 3. MAINTAIN THE EXIT TO PREVENT TRACKING OR FLOW wn | OF MUD ONTO PUBLIC RIGHTS— OF-WAY. PROVIDE NACKET 2 PERIODIC TOP DRESSING WTH 1.5 — 3.5” STONE, AS dp) aide TE CONDITIONS DEMAND. IMMEDIATELY REMOVE ALL cif MATERIALS SPILLED, DROPPED, WASHED, OR TRACKED = ELEVATION COARSE AGGREGATE FROM VEHICLE OR SITE ONTO ROADWAY OR INTO STORM ROUND CONCRETE PIPE < NSA R-2 (1.5-3.5 DRAINS. CLEAN WHEELS TO REMOVE MUD PRIOR TO ROUND CONCRETE PIPE SHOWN j— SILT FENCE DETAIL INCH STONE) ENTRANCE ON TO PUBLIC RIGHTS—OF—WAY. PIPE SECTION 4. WHEN WASHING IS REQUIRED, DO SO ON AREAS ISOMETRIC VIEW LL} N.T.S. CEOTEXTE STABILIZED WTH — CRUSHED STONE DRAINING INTO AN Q) Hohe as APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. COST OF FILTER FABRIC TO BE INCLUDED IN COST OF PIPE CULVERTS. (AASHTO _M288-96) = 7 oe FILTER FABRIC JACKET DETAIL O CONS TRUC E f/f EXI] NTS. oO TEMPORARY METHODS O MULCHES. SEE STANDARD DS1 - DISTURBED AREA STABILIZATION (WITH MULCHING ONLY). SYNTHETIC RESINS Zz MAY BE USED INSTEAD OF ASPHALT TO BIND MULCH MATERIAL. REFER TO STANDARD TB-TACKIFIERS AND s BINDERS. RESINS SUCH AS CURASOL OR TERRATACK SHOULD BE USED ACCORDING TO MANUFACTURER'S ro) @. RECOMMENDATIONS. = D a VEGETATIVE COVER. SEE STANDARD DS2 - DISTURBED AREA STABILIZATION (WITH TEMPORARY SEEDING). LINE WITH VISQUEEN cd O re SPRAY-ON ADHESIVES. THESE ARE USED ON MINERAL SOILS (NOT EFFECTIVE ON MUCK SOILS). KEEP TRAFFIC ©) 0 = OFF THESE AREAS. REFER TO STANDARD TB-TACKIFIERS AND BINDERS. © Wu TILLAGE. THIS PRACTICE IS DESIGNED TO ROUGHEN AND BRING CLODS TO THE SURFACE. IT IS AN = EMERGENCY MEASURE WHICH SHOULD BE USED BEFORE WIND EROSION STARTS. a 12” EARTHEN BERM a IRRIGATION. THIS IS GENERALLY DONE AS AN EMERGENCY TREATMENT. SITE IS SPRINKLED WITH WATER DESIGNATE WASHDOWN AREA AND EXCAVATE PIT LARGE ENOUGH TO CONTAIN WASHDOWN WATER. THIS ee et PO NEEDED. MUST BE AWAY FROM STORM DRAINS AND WATERWAYS. DATE: 05-08-2020 ee IES Aged Sh set bahia atee tat hela nsahyeaae Sea ace age ADVISE CONCRETE TRUCK DRIVERS OF THE DESIGNATED WASH-OUT AREAS BEFORE THEY START THE JOB. DRAWN BY: ANB 15-01-0015 Cov&Dets.dwg ( bi. Comelly & Wicker Inc, Planning Engineering - Landscape Architecture 10060 Skinner Lake Drive, Suite 500 Jacksonville, Florida 32246 (904) 256-3030 FAX: (904) 265-3031 www.cwieng.com Florida Registry 3650 L.A. Number: LC26000311 SHEET NUMBER: Geld PAUL E. JOSEPH STADIUM Steven E. Hutchins Architects Inc. ARCHITECT AND SPORTS COMPLEX FREDERIKSTED ST. CROIX, U.S.V.I. CONSTRUCTION DOCUMENTS PAUL E. JOSEPH BASEBALL STADIUM 5-08-2020 LOCATION MAP DRAWING LIST AND ABBREVIATIONS CIVIL STRUCTURAL S0.01 DESIGN CRITERIA AND GENERAL NOTES S1.11 FIELD LEVEL OVERALL FRAMING/FOUNDATION PLAN S1.12 FIELD LEVEL FOUNDATION - PLAN 'A' S1.13 FIELD LEVEL FRAMING/FOUNDATION - PLAN 'B' S1.14 FIELD LEVEL FRAMING/FOUNDATION PLAN 'C' S1.21 CONCOURSE OVERALL FRAMING PLAN S1.22 CONCOURSE LEVEL FRAMING - PLAN 'A' S1.23 CONCOURSE LEVEL FRAMING - PLAN 'B' S1.24 CONCOURSE LEVEL FRAMING - PLAN 'C' S1.31 ROOF OVERALL FRAMING PLAN S1.32 ROOF FRAMING - PLAN 'A' S1.33 ROOF FRAMING - PLAN 'B' S1.34 ROOF FRAMING - PLAN 'C' S2.01 BUILDING SECTIONS S2.02 BUILDING SECTIONS S3.01 FOUNDATION DETAILS S3.02 FOUNDATION DETAILS S3.03 CAST PILE DETAILS & ELEVATION S4.01 BEAM & SLAB DETAILS S4.02 BEAM & SLAB SCHEDULES S4.11 COLUMN SCHEDULE AND DETAILS S4.31 STAIR SECTIONS & DETAILS S4.32 BEAM & SLAB DETAILS S4.41 SHEARWALL DETAILS S4.42 GRAND STAIR AND SITE WALL DETAILS S4.43 SHEARWALL DETAILS S6.01 TM FIELD FOUNDATION PLAN S6.02 TM FIELD BATHROOM ROOF PLAN S6.03 TM FIELD CANOPY ROOF PLAN S6.11 TM FIELD DETAILS MEP & FP M0.1 MECHANICAL GENERAL NOTES, LEGEND & ABBREVIATIONS M0.2 MECHANICAL SCHEDULES M1.0 FIELD LEVEL (PLAN 'A') MECHANICAL HVAC PLAN M1.1 FIELD LEVEL (PLAN 'B') MECHANICAL HVAC PLAN M1.2 FIELD LEVEL (PLAN 'C') MECHANICAL HVAC PLAN M1.3 CONCOURSE LEVEL (PLAN 'A') MECHANICAL HVAC PLAN M1.4 CONCOURSE LEVEL (PLAN 'B') MECHANICAL HVAC PLAN M1.5 CONCOURSE LEVEL (PLAN 'C') MECHANICAL HVAC PLAN M2.0 MECHANICAL DETAILS P0.1 GENERAL NOTES AND SPECIFICATIONS - PLUMBING P0.2 FIXTURE AND EQUIPMENT SCHEDULES - PLUMBING P1.0 FIELD LEVEL (PLAN 'A') GRAVITY PIPING PLAN P1.1 FIELD LEVEL (PLAN 'B') GRAVITY PIPING PLAN P1.2 FIELD LEVEL (PLAN 'C') GRAVITY PIPING PLAN P1.3 CONCOURSE LEVEL (PLAN 'A') GRAVITY PIPING PLAN P1.4 CONCOURSE LEVEL (PLAN 'B') GRAVITY PIPING PLAN P1.5 CONCOURSE LEVEL (PLAN 'C') GRAVITY PIPING PLAN P2.0 FIELD LEVEL (PLAN 'A') PRESSURE PIPING PLAN P2.1 FIELD LEVEL (PLAN 'B') PRESSURE PIPING PLAN P2.2 FIELD LEVEL (PLAN 'C') PRESSURE PIPING PLAN P2.3 CONCOURSE LEVEL (PLAN 'A') PRESSURE PIPING PLAN P2.4 CONCOURSE LEVEL (PLAN 'B') PRESSURE PIPING PLAN P2.5 CONCOURSE LEVEL (PLAN 'C') PRESSURE PIPING PLAN P3.0 FIELD LEVEL SANITARY RISER DIAGRAMS P3.1 FIELD LEVEL PLUMBING RISER DIAGRAMS P3.2 CONCOURSE LEVEL SANITARY RISER DIAGRAMS P3.3 CONCOURSE LEVEL PLUMBING RISER DIAGRAMS F0.1 GENERAL NOTES & SPECIFICATIONS FIRE PROTECTION F0.2 ENGINEERING CRITERIA FIRE PROTECTION F1.0 FIELD LEVEL (PLAN 'A') FIRE PROTECTION F1.1 FIELD LEVEL (PLAN 'B') FIRE PROTECTION F1.2 FIELD LEVEL (PLAN 'C') FIRE PROTECTION F1.3 CONCOURSE LEVEL (PLAN 'A') FIRE PROTECTION F1.4 CONCOURSE LEVEL (PLAN 'B') FIRE PROTECTION F1.5 CONCOURSE LEVEL (PLAN 'C') FIRE PROTECTION F1.6 SUITE LEVEL (PLAN 'B') FIRE PROTECTION E0.0 LEGEND AND DRAWING INDEX E0.1 OVERALL ELECTRICAL SITE PLAN E0.2 ENLARGED SITE PLAN - PEJS BASEBALL STADIUM E0.3 ENLARGED SITE PLAN - TM STADIUM E1.0 FIELD LEVEL (PLAN 'A') ELEC. LIGHTING PLAN E1.1 FIELD LEVEL (PLAN 'B') ELEC. LIGHTING PLAN E1.2 FIELD LEVEL (PLAN 'C') ELEC. LIGHTING PLAN E1.3 CONCOURSE LEVEL (PLAN 'A') ELEC. LIGHTING PLAN E1.4 CONCOURSE LEVEL (PLAN 'B') ELEC. LIGHTING PLAN E1.5 CONCOURSE LEVEL (PLAN 'C') ELEC. LIGHTING PLAN E1.6 TM STADIUM (PLAN 'A') ELEC. LIGHTING PLAN E1.7 TM STADIUM (PLAN 'B') ELEC. LIGHTING PLAN E1.8 TM STADIUM (PLAN 'C') ELEC. LIGHTING PLAN E2.0 FIELD LEVEL (PLAN 'A') ELEC. POWER AND SYSTEMS E2.1 FIELD LEVEL (PLAN 'B') ELEC. POWER AND SYSTEMS E2.2 FIELD LEVEL (PLAN 'C') ELEC. POWER AND SYSTEMS E2.3 CONCOURSE LEVEL (PLAN 'A') ELEC. POWER AND SYSTEMS E2.4 CONCOURSE LEVEL (PLAN 'B') ELEC. POWER AND SYSTEMS E2.5 CONCOURSE LEVEL (PLAN 'C') ELEC. POWER AND SYSTEMS E2.6 SUITE LEVEL (PLAN 'B') ELEC POWER AND SYSTEMS E2.7 ROOF LEVEL (PLAN 'B') ELEC LIGHTING, POWER AND SYSTEMS E3.0 RISER DIAGRAM E3.1 FIRE ALARM RISER DIAGRAM E3.2 PANEL SCHEDULES E4.0 ELECTRICAL DETAILS E4.1 ELECTRICAL DETAILS E4.2 ELECTRICAL DETAILS C-1 COVER SITE SURVEY (BY OTHERS) C-2 GENERAL NOTES C-3 DEMOLITION PLAN C-4 SEDIMENT EROSION CONTROL PLAN C-5 SITE PLAN C-6 WATER AND SEWER PLAN C-7 GRADING PLAN C-8 POTABLE WATER DETAILS C-9 SANITARY DETAILS C-10 PAVING AND DRAINAGE DETAILS C-11 EROSION CONTROL DETAILS A0.01 SHEET NUMBER: DRAWING INFORMATION: DATE: DRAWN BY: PROJECT: Steven E. Hutchins AIA Architects TEL 340-778-8898 FAX 340-778-7754 CHRISTIANSTED, ST. CROIX 109-113 ESTATE CASTLE COAKLEY U.S. VIRGIN ISLANDS 00822 FREDERIKSTED REVITALIZATION PROJECT PAUL E. JOSEPH BASEBALL STADIUM AND SPORT COMPLEX 05-08-2020 STAFF ARCHITECTURAL (CONT.) A6.21 DOOR AND WINDOW TYPES, FINISH SCHEDULES AND DETAILS A7.10 FIELD LEVEL OVERALL REFLECTED CEILING PLAN A7.11 FIELD LEVEL PARTIAL REFLECTED CEILING PLAN 'A' A7.12 FIELD LEVEL PARTIAL REFLECTED CEILING PLAN 'B' A7.13 FIELD LEVEL PARTIAL REFLECTED CEILING PLAN 'C' A7.20 CONCOURSE LEVEL OVERALL REFLECTED CEILING PLAN A7.21 CONCOURSE LEVEL PARTIAL REFLECTED CEILING PLAN 'A' A7.22 CONCOURSE LEVEL PARTIAL REFLECTED CEILING PLAN 'B' A7.23 CONCOURSE LEVEL PARTIAL REFLECTED CEILING PLAN 'C' A8-01 NOT USED A9.01 FIELD LEVEL OVERALL SIGNAGE PLAN AND DETAILS A9.02 CONCOURSE LEVEL SIGNAGE PLAN AND DETAILS A9.12 PARKING LOT PLANS AND DETAILS A10.01 SITE RAMP PLANS AND ELEVATIONS A10.02 SITE RAMP AND STAIR DETAILS A11.01 TERRENCE MARTIN FIELD - SEATING LEVEL FLOOR PLAN A11.02 TERRENCE MARTIN FIELD - ROOF PLAN A11.03 TERRENCE MARTIN FIELD - SECTIONS AND ELEVATIONS A11.04 NOT USED A11.05 TERRENCE MARTIN FIELD - SITE DETAILS A11.06 TERRENCE MARTIN FIELD - SITE DETAILS A11.07 TERRENCE MARTIN FIELD - TOILET ENLARGED PLAN AND INTERIOR ELEVATIONS A11.08 TERRENCE MARTIN FIELD - FIELD LEVEL SIGNAGE PLAN AND DETAILS PF1.00 PEJS STADIUM - LAYOUT PLANS AND PROFILES PF1.01 PEJS STADIUM - INFIELD AND BULLPEN LAYOUT PLANS PF1.02 PEJS STADIUM - PLAYING FIELD LAYOUT DETAILS PF2.00 PEJS STADIUM - PLAYING FIELD GRADING PLAN PF3.00 PEJS STADIUM - PLAYING FIELD DRAINAGE PLAN PF4.01 TM FIELD - LAYOUT PLANS AND PROFILES PF4.02 TM FIELD - INFIELD AND BULLPEN LAYOUT PLANS PF4.03 TM FIELD - PLAYING FIELD LAYOUT DETAILS PF5.00 TM FIELD - PLAYING FIELD GRADING PLAN PF6.00 TM FIELD - PLAYING FIELD DRAINAGE PLAN LANDSCAPE LS.00 COVER/TITLE SHEET/GENERAL NOTES LS.01 EXISTING OVERALL SITE SURVEY / DEMOLITION PLAN ARCHITECTURAL ABBREVIATIONS A A AMPERES AB ANCHOR BOLTS ABV ABOVE A/C AIR CONDITIONING ACT ACOUSTICAL TILE ADD. ADDENDUM ADD'L ADDITIONAL ADJ ADJACENT A.F.F. ABOVE FINISH FL. AGGR. AGGREGATE AL ALUMINUM ALC ALCOVE ALT ALTERNATE ANOD. ANODIZED APPROX. APPROXIMATE ARCH. ARCHITECTURAL B BD BOARD BF BACKFACE BG BUMPER GUARD BLDG. BUILDING BLK BLOCK BLKG. BLOCKING BM BEAM BR BEDROOM BRG BEARING BRK BRICK BRZ BRONZE BSMT. BASEMENT BUR BUILT UP ROOF BW BEARING WALL C C CONDUIT CAP CAPACITY CDR CARD READER CEM CEMENT CER CERAMIC C.I.P. CAST IN PLACE CG CORNER GUARD CJ CONTROL JOINT CL CENTER LINE CLG CEILING CLR CLEAR CMU CONC. MASONRY UNIT CO CLEAN OUT COL COLUMN COMM COMMUNICATIONS CONC. CONCRETE CONST. CONSTRUCTION CONT. CONTINUOUS COOR. CORRIDOR CPT CARPET CR CRASH RAIL C (CONT.) CSK COUNTERSUNK CT CERAMIC TILE CTD CENTERED CTYRD COURTYARD CW COLD WATER D D DEPTH DBL. DOUBLE DET. DETAIL DIA DIAMETER DIM. DIMENSION DIV. DIVISION DL DEAD LOAD DN DOWN DR DOOR DS DOWNSPOUT DWG DRAWING DWLS DOWELS E EA EACH EF EACH FACE EIFS EXT. INSUL. AND FINISH SYSTEM EJ EXPANSION JOINT EL ELEVATION ELEC. ELECTICAL ELEV. ELEVATOR EOS EDGE OF SLAB EXP EXPANSION EQ EQUAL EQUIP EQUIPMENT ESC ESCALATOR EW EACH WAY EWC ELECTRIC WATER COOLER EXIST. EXISTING EXP BLT EXPANSION BOLT EXT. EXTERIOR F FD FLOOR DRAIN FDN FOUNDATION FE FIRE EXTINGUISHER FEC FIRE EXTINGUISHER CABINET FIN. FL. FINISH FLOOR FIN. FINISH (ED) FIX. FIXTURE FLR FLOOR FIN FINISH FLOUR FLOURESCENT F (CONT.) FLSHG FLASHING FR FRAME/FRAMING FT FOOT FTG FOOTING FV FIELD VERIFY G GA GAGE/GAUGE GALV. GALVANIZED GEN GENERATOR G.F.I. GROUND FAULT INTER. GL GLASS GND GROUND GR GRADE GYP. BD. GYPSUM WALL BOARD H HB HOSE BIB HC HOLLOW CORE HDW HARDWARE A. HORIZONTAL HR HOUR HT HEIGHT HM HOLLOW METAL HVAC HEATING, VENT. & AC HW HOT WATER I IBC INTERNATIONAL BLDG. CODE ID INSIDE DIAMETER IN (") INCHES INCL INCLUE(D)/ICLUDING INFO INFORMATION INSUL. INSULATION INT. INTERIOR INV. INVERT J JAN. JANITOR JST JOIST JT JOINT K K KIPS (1,000 LB) KIT. KITCHEN KO KNOCK OUT KP KICK PLATE KVA KILOVOLTAMPERES L LAV LAVATORY LF LINEAR FOOT LG LONG LH LEFT HAND L (CONT.) LL LIVE LOAD LOC LOCATION LP LOW POINT LT LIGHT LWC LIGHTWEIGHT CONC. M MAS MASONRY MAX MAXIMUM MDF MEDIUM DENSITY FIB. MECH MECHANICAL MEMB. MEMBRANE MEP MECH., ELEC. & PLUMBING MFG MANUFACTURED MH MAN HOLE MHW MEAN HIGH WATER MIN MINIMUM MIR MIRROR MISC MISCELLANEOUS MO. MASONRY OPENING MSL MEAN SEA LEVEL MTL METAL MTNG. MOUNTING N NA NOT AVAILABLE NIC NOT IN CONTRACT NO NUMBER NOA NOTICE OF ACCEPTANCE NOM NOMINAL NS NEAR SIDE NTS NOT TO SCALE O OA OVER ALL O.C. ON CENTER O.D. OUTSIDE DIAMETER OH OVERHEAD OPG OPENING O.H. OPPOSITE HAND OPP OPPOSITE OSF OUTSIDE FACE P PC PRECAST CONCRETE PKG PARKING PL PLATE PLAM PLASTIC LAMINATE PLUM PLUMBING PLYWD PLYWOOD PNL PANEL PROJ PROJECT/PROJECTED PP PUSH PLATE P (CONT.) POL POLISHED PR PAIR PREFAB PREFABRICATED PSF POUNDS PER SQ. FT. PT PRESSURE TREATED PTD PAINTED PTN PARTITION R R RISER RAD RADIUS RCP REFLECTED CEILING PLAN RD ROOF DRAIN REF REFERENCE REINF REINFORCE RFG ROOFING RH RIGHT HAND RM ROOM RO ROUGH OPENING ROW RIGHT OF WAY RTU ROOF TOP UNIT RND ROUND S SA SUPPLY AIR SC SOLID CORE SECT. SECTION SF SQUARE FOOT S/H SINGLE HUNG SHT SHEET SHWR. SHOWER SIM SIMILAR S.G.D. SLIDING GLASS DR. SL SLA SOG SLAB ON GRADE SP STAND PIPE SPA SPACE / SPACING SPEC SPECIFICATIONS SQ SQUARE ST.ST. STAINLESS STEEL SSF SOLID SURFACE STC SOUND TRANS COEFF. STD STANDARD STL STEEL SYM SYMMETRICAL SYS SYSTEM T T TREAD TEL TELEPHONE T & B TOP & BOTTOM T & G TOUNGE AND GROOVE THK THICK(NESS) T.O.B TOP OF BEAM T (CONT.) T.O.F. TOP OF FOOTING T.O.S TOP OF SLAB TW TOP OF WALL TV TELEVISION TYP TYPICAL U U/C UNDER COUNTER U/G UNDER GROUND UNO UNLESS NOTED OTHERWISE V V VOLT VAR VARIES VB VINYL BASE VCT VINYL COMPOSITION TILE VERT VERTICAL V.T.F. VENT THRU ROOF W W/ WITH W/C WHEEL CHAIR W/O WITHOUT WD WOOD WH WATER HEATER WL WIND LOAD WP WORK POINT (WAY) WWM WELDED WIRE MESH W.C. WATER CLOSET WP WATER PROOF(ING) WWF WELDED WIRE FAB. X, Y, & Z XFMR TRANSFORMER ARCHITECTURAL A0.00 COVER/TITLE SHEET A0.01 DRAWING LIST AND ABBREVIATIONS A0.02 LEGENDS, BUILDING CODE REVIEW AND MISC. NOTES A0.03 FIELD LEVEL - LIFE SAFETY PLAN A0.04 CONCOURSE LEVEL - LIFE SAFETY PLAN A0.11 CONCEPT SITE PLAN A0.12 SLAB PERIMETER PLAN A1.10 FIELD LEVEL OVERALL FLOOR PLAN A1.11 FIELD LEVEL PART PLAN A A1.12 FIELD LEVEL PART PLAN B A1.13 FIELD LEVEL PART PLAN C A1.14 CONCOURSE LEVEL OVERALL FLOOR PLAN A1.15 CONCOURSE LEVEL PART PLAN A A1.16 CONCOURSE LEVEL PART PLAN B A1.17 CONCOURSE LEVEL PART PLAN C A1.18 OVERALL ROOF PLAN A1.19 CONCOURSE LEVEL FLOOR DRAINAGE PLAN A1.20 CANOPY SECTION A2.01 WEST, SOUTH AND ENTRANCE ELEVATIONS A2.02 NORTH AND EAST BUILDING ELEVATIONS A2.03 DANISH ARCH ELEVATIONS AND EFIS BANDING A2.11 MISC. BUILDING SECTIONS A2.12 BUILDING SECTIONS A3.01 GRAND STAIR PLAN, SECTIONS AND ELEVATION A3.02 STAIR 1 & 2 PLANS, ELEVATIONS AND DETAILS A3.03 STAIR 3 & 4 PLANS, ELEVATIONS AND DETAILS A3.04 ELEVATOR PLANS, SECTIONS AND MISC. DETAILS A4.01 WALL SECTIONS AND FOAM BANDING A4.02 WALL SECTIONS A4.03 TYPICAL WALL TYPES A5.01 FIELD SITE PLAN AND DETAILS A5.02 FIELD SITE DETAILS A5.03 FIELD SITE DETAILS A5.04 FENCING AND GATE DETAILS A5.05 RISER AND BOWL DETAILS A6.01 TOILET AND LOCKER ROOM ENLARGED PLANS A6.02 TOILET ROOM AND SHOWERS INTERIOR ELEVATIONS - CONCOURSE LEVEL A6.03 TOILET ROOM INTERIOR ELEVATIONS - FIELD LEVEL A6.04 VISITORS LOCKER INTERIOR ELEVATIONS - FIELD LEVEL A6.05 HOMES LOCKER INTERIOR ELEVATIONS - FIELD LEVEL LEGENDS, BUILDING CODE REVIEW AND MISC. NOTES A0.02 SHEET NUMBER: DRAWING INFORMATION: DATE: DRAWN BY: PROJECT: Steven E. Hutchins AIA Architects TEL 340-778-8898 FAX 340-778-7754 CHRISTIANSTED, ST. CROIX 109-113 ESTATE CASTLE COAKLEY U.S. VIRGIN ISLANDS 00822 FREDERIKSTED REVITALIZATION PROJECT PAUL E. JOSEPH BASEBALL STADIUM AND SPORT COMPLEX 05-08-2020 STAFF BUILDING SUMMARY PROJECT INFORMATION APPLICABLE CODES PROJECT NAME: ADDRESS: PROPOSED USE: OWNER CONTACT PERSON: PHONE: INTERNATIONAL BUILDING CODE (2017) - BUILDING CODE INTERNATIONAL BUILDING CODE (2017) - MECHANICAL INTERNATIONAL BUILDING CODE (2017) - PLUMBING INTERNATIONAL BUILDING CODE (2017) - ELECTRICAL INTERNATIONAL FIRE CODE (2017) REFERENCED STANDARDS INTERNATIONAL BUILDING CODE (2017) - BUILDING CODE BUILDING PLANNING OCCUPANCY: ASSEMBLY GROUP A-5 (SECTION 303.6) THIS INCLUDES ASSEMBLY USES INTENDED FOR PARTICIPATION IN OR VIEWING: OUTDOOR ACTIVITIES INCLUDING BUT NOT LIMITED TO: AMUSEMENT PARK STRUCTURES, BLEACHERS, GRANDSTANDS AND STADIUMS. TYPE OF CONSTRUCTION CONSTRUCTION TYPE: TYPE II - NON COMBUSTIBLE MATERIALS, UNPROTECTED (B) ESSENTIAL FACILITY ESSENTIAL FACILITY : NO GENERAL BUILDING LIMITATIONS HIGH RISE: NO ITEM ALLOWED/ PROVIDED HEIGHT OF BUILDING (TABLE 504.3) HIGHEST OCCUPIED FLOOR (TABLE 504.4) NUMBER OF STORIES (TABLE 504.4) MAX SINGLE FLOOR AREA (TABLE 506.2) FIRE RESISTANT RATING FOR BLDG. ELEMENTS (TABLE 601) PARKING SPACES (3 PER 1,000 Sq. Ft. GROSS) FIRE PROTECTION SYSTEM FIRE EXTINGUISHER SYSTEM: NOT REQ'D STANDARD SYSTEM: NO SMOKE CONTROL: NO TYPE: NO AUTOMATIC SPRINKLER SYSTEM PROVIDED NO SPACES ARE REQUIRED TO HAVE AN AUTOMATIC FIRE RESISTANT CONSTRUCTION/ FIREPROOFING SCHEDULE ITEM REQUIRED RATING/ HR UL/FM WHERE APPLICABLE EXTERIOR WALLS (LOAD BEARING) FIRE/ PARTY WALLS (SEC. 706.4) SHAFTS (SEC. 713.4) OCCUPANCY SEPARATION INTERIOR WALLS (LOAD BEARING) COLUMNS BEAMS FLOOR AND CEILING ROOF AND CEILING 0 HR NON LOAD BERING PER IBC N/A 1 HR 2 HR 0 HR 0 HR 0 HR 0 HR 0 HR FIRE PROOFING NOTES 1. ALL FIRE RESISTIVE RATINGS ARE ASSUMED TO BE THERMALLY RESTRAINED. 3. IFC SECTION 403.2: AN APPROVED FIRE SAFETY AND EVACUATION PLAN IN ACCORDANCE WITH SECTION 404 SHALL BE PREPARED AND MAINTAINED. REQUIRED STATEMENT TO THE BEST OF THE ARCHITECTS KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND APPLICABLE FIRE SAFETY STANDARDS AS DETERMINED BY THE LOCAL AUTHORITY IN ACCORDANCE WITH INTERNATIONAL BUILDING CODE. LEGEND MATERIALS CEILING SYMBOLS CONCRETE/ POURED IN PLACE EARTH/ SOIL SAND EIFS FINISH COAT OR CEMENT PLASTER BRICK STONE FIBERGLASS INSULATION MINERAL WOOL SEMI RIGID INSUL. EXPANDED POLYSTYRENE RIGID INSULATION EXTRUDED POLYSTYRENE RIGID INSULATION POLYISOYANURATE RIGID INSULATION CONCRETE/ POURED IN PLACE 5-5/8" MTL STUDS W/ CEMENT BOARD EACH SIDE W/ PLASTER FINISH 3-5/8" MTL STUDS W/ CEMENT BOARD EACH SIDE W/ PLASTER FINISH DROP CLG IN GRID AC SUPPLY AC RETURN EXHAUST AIR ACCESS PANEL 2x4 FLOUR LIGHT 2x2 FLOUR LIGHT 1x4 FLOUR LIGHT SUSPENDED LIGHT FLOUR FIXTURE CHANDALIER WALL MOUNTED FLOUR. FIXTURE EXIT SIGNS - HATCH INDICATES EXIT TEXT AND ARROW INDICATES DIRECTION SD SMOKE DETECTOR S SPEAKER PLUMBING FIXURE COUNT BASEBALL STADIUM - A-5 REQUIRED PROVIDED WATER CLOSETS 1 PER 75 MEN /FOR 1st 1,500p 1 PER 40 WOMEN/FOR 1st 1,520p LAVATORIES 1 PER 200 MEN 1 PER 150 WOMEN DRINKING FOUNTAINS 1 PER 1000 SERVICE SINKS 1 PER FLOOR MATERIALS ROOM NAME AND NUMBER EXISTING COLUMN CENTERLINE COLUMN CENTERLINE ACCESSORY DEMOLITION NUMBER NOTES BUILDING WALL SECTION ELEVATION ROOM NAME XXX X X X X SECTION DETAIL PLAN BLOW UP DETAIL PAUL E. JOSEPH BASEBALL STADIUM & SPORT COMPLEX BASEBALL STADIUM 55' 35' UNLIMITED TWO UNLIMITED TWO UNLIMITED 240,000 Sq.Ft. ASSEMBLY A-5, TYPE II (B) (NS) - ALLOWABLE AREA PRIMARY STRUCTURE BEARING WALLS (EXTERIOR) BEARING WALLS (INTERIOR) 0 HRS. 0 HRS. 0 HRS. 0 HRS. 0 HRS. 0 HRS. SHAFT ENCLOSURES FIRE RATING (SEC. 713.4) 1 HR. 1 HR. SPRINKLER SYSTEM. NO SINGLE AREA IS IN EXCESS OF 1,000 Sq. Ft. SECTION 903.2.1.5: STAND PIPE NOT REQUIRED DUE TO EXCEPTION 1 - OPEN AIR SEATING SPACE WITHOUT ENCLOSED SECTION 905.3.2: SPACES FIRE ALARM SYSTEM: YES/ PER SECTION 907.2.1 ASSEMBLY (A-5) FIRE ALARM / VOICE EVAC SYSTEM: YES/PER SECTION 907.2.1.1 TM FIELD STADIUM - A-5 REQUIRED PROVIDED WATER CLOSETS LAVATORIES 1 PER 200 MEN 1 PER 150 WOMEN DRINKING FOUNTAINS 1 PER 1000 SERVICE SINKS 1 PER FLOOR OCCUPANCY: 1,068/2 = 544m/w OCCUPANCY: 544/2 = 272m/w 4 FIXTURES 6 FIXTURES 2 FIXTURES 2 FIXTURES 4 FIXTURES 4 FIXTURES 1 FIXTURE 1 FIXTURE 1 FIXTURE 1 FIXTURE 8 FIXTURES 11 FIXTURES 3 FIXTURES 4 FIXTURES 13 FIXTURES 16 FIXTURES 2 FIXTURE 2 FIXTURE 1 FIXTURE 1 FIXTURE 14 FIXTURES 16 FIXTURES 1 PER 75 MEN /FOR 1st 1,500p 1 PER 40 WOMEN/FOR 1st 1,520p 7 FIXTURES 8 FIXTURES ASSEMBLY (A-5) MEANS OF EGREES - CHAPTER 10 OCCUPANCY LOADS: ASSEMBLY WITH FIXED SEATS (SECTION 1004.4) MERCANTILE: 60/OCC GROSS LOCKER ROOMS: 60/OCC GROSS BASED ON 18" WIDTH/PERSON BUSINESS AREAS: 100/OCC GROSS MINIMUM NUMBER OF EXITS PER FLOOR (TABLE 1006.3.1): OVER 1,000 OCC/SHALL BE FOUR (4). SECTION 1011 STAIRWAYS: MINIMUM WIDTH REQUIRED IS 44". ASSEMBLY WITHOUT FIXED SEATS (STANDING): 5/OCC NET SECTION 1011.5.2: STAIR TREADS SHALL HAVE A MAX. RISE OF 7" AND A MIN. OF 4". A MIN. TREAD TABLE 1017.2: EXIT ACCESS TRAVEL DISTANCE: 200' WITHOUT SPRINKLER SYSTEM & 250' WITH. SECTION 1029 ASSEMBLY: SECTION 1029.1.1.1: SPACE UNDER BLEACHERS IS UN OCCUPIED SECTION 1029.7: EXITS & AISLES - TRAVEL DISTANCE FROM SEAT TO THE NEAREST ENTRANCE SHALL BE 200' WITHOUT SPRINKLER SYSTEM. SECTION 1029.9.1: MIN. AISLES WIDTH - THIRTY THREE (33") INCHES ON AISLES WITH HANDRAILS & AND GUARDRAILS DIVIDING AISLES AND HANDRAILS. ASSEMBLY UN-CONSENTRATED (TABLE & CHAIRS): 15/OCC NET STORAGE, MECHANICAL & EQUIP. ROOMS: 300/OCC GROSS 2. ALL BEAMS AND COLUMNS SHALL BE ADJUSTED USING W/D OR A/P RATIOS TO DETERMINE THE CORRECT FIREPROOFING THICKNESS. 4. IFC SECTION 606: ELEVATOR OPERATION SHALL COMPLY WITH THIS CHAPTER AND WITH THE REQUIREMENTS OF CHAPTER 11. 5. IFC SECTION 907.2.1: A MANUAL FIRE ALARM SYSTEM THAT ACTIVATES THE OCCUPANT NOTIFICATION SYSTEM. GROUP "A" WITH OCCUPANTS MORE THAN 1,000 SHALL INITIATE A SIGNAL USING AN EMERGENCY VOICE/ALARM COMMUNICATION SYSTEM PER SECTION 907.5.2.2.. DEPTH OF 11" . SECTION 1014.2: HANDRAIL HEIGHT SHALL BE NO LESS THAN 34" AND NOT MORE THAN 38". SECTION 1015.3: GUARD RAILS SHALL BE NO LESS THAN 42" HIGH. TABLE 1020.2: MINIMUM CORRIDOR WIDTH OF 44" IS REQUIRED. SYSTEM PER (903.2.1.5) ACCESSIBILITY - CHAPTER 11 ACCESSIBLE ROUTE (1104.1) : PROVIDE AT LEAST ONE ACCESSIBLE ROUTE WITHIN THE SITE SHALL BE TOTAL # OF PARKING SPACES: 125 TOTAL NUMBER OF ACCESSIBLE SPACES PROVIDED: 5 PROVIDED FROM THE PUBLIC TRANSPORTATION TO THE BUILDING (PROVIDED). MIN. NUMBER OF PARKING ACCESSIBLE SPACES (TABLE 1106.1): TABLE 11108.2.2.1: SEATING COUNT OF 1,068 1068 - 500 = 568 (6 SEATS REQ'D) ASSEMBLY @ MULTI-STORY BUILDINGS (1104.4): ELEVATOR IS PROVIDED TO COMPLY WITH THIS REQM'T. MIN. NUMBER OF WHEEL CHAIR SEATING (1108): 568/150 = 3.786 SEATS (4 SEATS REQ'D) TOTAL NUMBER OF ACCESSIBLE SEATS REQUIRED = 10 SEATS SECTION 1109.2 TOILET AND BATHROOM FACILITIES 11O9.2.2 WATER CLOSETS: 5% OF THE TOTAL NUMBER OF FIXTURES. MIN. NUMBER OF TOILET FACILITIES (1109): INTERIOR ENVIRONMENT - CHAPTER 12 INTERIOR SPACE DIMENSIONS (1208): MIN SIZE AND CLEAR DIMENSIONS IN KITCHEN SPACES SHALL HAVE MIN. CLEAR SPAE OF THREE (3) FEET. TOILET & BATHROOM REQUIREMENTS (1210): MIN. FIXTURES, FLOOR AND WALL FINISHES, SHOWERS AND MIN. CLEAR SPAE OF THREE (3) FEET. 01.1 6 5 4 3 B 10 B1 C1 04 C2 B2 07 15 16 17 18 B1 A 02 03 05 06 10 11 11 01 07.1 A B2 B 01.1 6 5 4 3 B 10 B1 C1 04 C2 B2 07 15 16 17 18 B1 A 02 03 05 06 10 11 11 01 07.1 A B2 B SHEET NUMBER: DRAWING INFORMATION: DATE: DRAWN BY: PROJECT: Steven E. Hutchins AIA Architects TEL 340-778-8898 FAX 340-778-7754 CHRISTIANSTED, ST. CROIX 109-113 ESTATE CASTLE COAKLEY U.S. VIRGIN ISLANDS 00822 FREDERIKSTED REVITALIZATION PROJECT PAUL E. JOSEPH BASEBALL STADIUM AND SPORT COMPLEX 05-08-2020 STAFF A0.03 FIELD LEVEL - LIFE SAFETY PLAN STAIR 4 ELEV. CTRL. HOME SHO WOMEN STAIR 3 UP KEYPLAN N B A C FIELD LEVEL - LIFE SAFETY FLOOR PLAN A0.03 PART A A1.11 PART B A1.12 PART C A1.13 0 4 8 16 32 48 SCALE: 1/16" = 1'-0" CAM CAM VISITOR DUGOUT HOME DUGOUT HOME LKRS HOME TLT GRAND STAIR MEN STAIR 1 STAIR 2 VISITOR SHO VISITOR LKRS VISITOR TLT SECURITY TICKETS ELEV. CONCESSIONS CONCESSIONS FIRST AD SOUV. UP UP UP UP ELEC. RM. OPEN SEATING 01.1 6 5 4 3 B 10 B1 C1 04 C2 B2 07 15 16 17 18 B1 A 02 03 05 06 10 11 11 01 07.1 A B2 B 01.1 6 5 4 3 B 10 B1 C1 04 C2 B2 07 15 16 17 18 B1 A 02 03 05 06 10 11 11 01 07.1 A B2 B 01.1 6 5 4 3 B 10 B1 C1 04 C2 B2 07 15 16 17 18 B1 A 02 03 05 06 10 11 11 01 07.1 A B2 B 01.1 6 5 4 3 B 10 B1 C1 04 C2 B2 07 15 16 17 18 B1 A 02 03 05 06 10 11 11 01 07.1 A B2 B 01.1 6 5 4 3 B 10 B1 C1 04 C2 B2 07 15 16 17 18 B1 A 02 03 05 06 10 11 11 01 07.1 A B2 B 01.1 6 5 4 3 B 10 B1 C1 04 C2 B2 07 15 16 17 18 B1 A 02 03 05 06 10 11 11 01 07.1 A B2 B SHEET NUMBER: DRAWING INFORMATION: DATE: DRAWN BY: PROJECT: Steven E. Hutchins AIA Architects TEL 340-778-8898 FAX 340-778-7754 CHRISTIANSTED, ST. CROIX 109-113 ESTATE CASTLE COAKLEY U.S. VIRGIN ISLANDS 00822 FREDERIKSTED REVITALIZATION PROJECT PAUL E. JOSEPH BASEBALL STADIUM AND SPORT COMPLEX 05-08-2020 STAFF A0.04 CONCOURSE LEVEL - LIFE SAFETY PLAN STAIR 3 MEN WOMEN GRAND STAIR (BELOW) ELEV STAIR 4 KEYPLAN N B A C CONCOURSE LEVEL - LIFE SAFETY FLOOR PLAN A0.04 0 4 8 16 32 48 SCALE: 1/16" = 1'-0" OPEN PAVILION STAIR 1 STAIR 2 CONCOURSE CONCOURSE 42" GUARD WALL STARTS HERE 42" GUARD WALL STARTS HERE PART A A1.15 PART B A1.16 PART C A1.17 01.1 6 5 4 3 B 10 B1 C1 04 C2 B2 07 15 16 17 18 B1 A 02 03 05 06 10 11 11 01 07.1 A B2 B SHEET NUMBER: DRAWING INFORMATION: DATE: DRAWN BY: PROJECT: Steven E. Hutchins AIA Architects TEL 340-778-8898 FAX 340-778-7754 CHRISTIANSTED, ST. CROIX 109-113 ESTATE CASTLE COAKLEY U.S. VIRGIN ISLANDS 00822 FREDERIKSTED REVITALIZATION PROJECT PAUL E. JOSEPH BASEBALL STADIUM AND SPORT COMPLEX 05-08-2020 STAFF A0.11 CONCEPT SITE PLAN TERRENCE MARTIN FIELD PEJS STADIUM SITE PLAN A0.11-1 SHEET NUMBER: DRAWING INFORMATION: DATE: DRAWN BY: PROJECT: Steven E. Hutchins AIA Architects TEL 340-778-8898 FAX 340-778-7754 CHRISTIANSTED, ST. CROIX 109-113 ESTATE CASTLE COAKLEY U.S. VIRGIN ISLANDS 00822 FREDERIKSTED REVITALIZATION PROJECT PAUL E. JOSEPH BASEBALL STADIUM AND SPORT COMPLEX 05-08-2020 STAFF REF PLAN SHEET : A1.10 REF PLAN SHEET : A11.01 GENERAL NOTES: LANDSCAPE LEGEND: 01.1 6 5 4 3 B 10 B1 C1 04 C2 B2 07 15 16 17 18 B1 A 02 03 05 06 10 11 11 01 07.1 A B2 B SHEET NUMBER: DRAWING INFORMATION: DATE: DRAWN BY: PROJECT: Steven E. Hutchins AIA Architects TEL 340-778-8898 FAX 340-778-7754 CHRISTIANSTED, ST. CROIX 109-113 ESTATE CASTLE COAKLEY U.S. VIRGIN ISLANDS 00822 FREDERIKSTED REVITALIZATION PROJECT PAUL E. JOSEPH BASEBALL STADIUM AND SPORT COMPLEX 05-08-2020 STAFF A0.12 FIELD LEVEL OVERALL SLAB PLAN KEYPLAN N B A C 0 4 8 16 32 48 SCALE: 3/32 = 1'-0" VISITOR DUGOUT GRAND STAIR EL: 13'-0" EL: 6.0' EL: 8.3' EL: 13'-0" EL: 13'-0" EL: 10'-0" EL: 10'-6" EL: 13'-0" EL: 13'-0" EL: 13'-0" SLOPE SLOPE 1 8" PER FT SLOPE EL: 10'-6" SLOPE SLOPE CJ CJ SLOPE EL: 9'-0" SLOPE SLOPE SLOPE FD. FD. FD. FD. FD. FD. FD. FD. FD. FD. FD. FD. FD. FD. FD. FD. FD. FD. FD. EL: 13'-0" EL: 13'-0" EL: 12.94' EL: 12.93' EL: 12.875' EL: 12.94' EL: 12.94' EL: 12.94' EL: 12.93' EL: 12.625' EL: 12.625' EL: 12.75' EL: 12.75' EL: 12.70' ( 3.5") EL: 13'-0" EL: 12.625' (4.5") EL: 13'-0" EL: 12.70' ( 3.5") EL: 12.70' ( 3.5") EL: 10'-6" HOME DUGOUT EL: 10'-6" EL: 13'-0" EL: 13'-0" EL: 10'-6" FD. FD. EL: 10'-6" EL: 13'-0" EL: 13'-0" FIELD LEVEL SLAB PLAN A0.12 EL: 12.70' ( 3.5") EL: 12.91 SLOPE SLOPE EL: 12.70' ( 3.5") EL: 12.625' (4.5") EL: 12.83' (-2") EL: 6.16' EL: 13'-0" SLOPE SLOPE EL: 13'-0" EL: 13'-0" EL: 13'-0" EL: 13'-0" EL: 13'-0" EL: 12.875' EL: 12.875' EL: 12.875' EL: 12.91' EL: 12.7' EL: 12.8' EL: 12.8' EL: 13'-0" CROWN EL: 12.91 EL: 12.625' (4.5") EL: 12.625' (4.5") EL: 12.7' EL: 12.7' EL: 10'-6" EL: 10'-6" EL: 10'-6" EL: 10'-6" EL: 9.625' EL: 9.625' EL: 9.625' EL: 9.625' EL: 10'-6" 01.1 6 5 4 3 B 10 B1 C1 04 C2 B2 07 15 16 17 18 B1 A 02 03 05 06 10 11 11 01 07.1 A B2 B SHEET NUMBER: DRAWING INFORMATION: DATE: DRAWN BY: PROJECT: Steven E. Hutchins AIA Architects TEL 340-778-8898 FAX 340-778-7754 CHRISTIANSTED, ST. CROIX 109-113 ESTATE CASTLE COAKLEY U.S. VIRGIN ISLANDS 00822 FREDERIKSTED REVITALIZATION PROJECT PAUL E. JOSEPH BASEBALL STADIUM AND SPORT COMPLEX 05-08-2020 STAFF A1.10 FIELD LEVEL OVERALL FLOOR PLAN STAIR 4 ELEV. CTRL. HOME SHO WOMEN STAIR 3 UP KEYPLAN N B A C FIELD LEVEL FLOOR PLAN A1.10 PART A A1.11 PART B A1.12 PART C A1.13 0 4 8 16 32 48 SCALE: 1/16" = 1'-0" CAM CAM VISITOR DUGOUT HOME DUGOUT HOME LKRS HOME TLT GRAND STAIR MEN VIP SEATING STAIR 1 STAIR 2 VISITOR SHO VISITOR LKRS VISITOR TLT SECURITY TICKETS ELEV. CONCESSIONS CONCESSIONS FIRST AD SOUV. UP UP UP EL: 13'-0" EL: 6.3' EL: 13'-0" EL: 13'-0" EL: 13'-0" EL: 8.3' EL: 6.0' EL: 8.3' EL: 13'-0" EL: 9'-0" EL: 13'-0" EL: 13'-0" EL: 10'-0" EL: 10'-6" EL: 10'-6" EL: 10'-0" WALL TYPE LEGEND 8" PIP CONCRETE WALL 6" PIP CONCRETE WALL 6" MTL FRAME STUD WALL 4" MTL FRAME STUD WALL H.C. PARKING H.C. PARKING SIDEWALK SIDEWALK 01.1 6 5 4 3 B 01 A B2 SHEET NUMBER: DRAWING INFORMATION: DATE: DRAWN BY: PROJECT: Steven E. Hutchins AIA Architects TEL 340-778-8898 FAX 340-778-7754 CHRISTIANSTED, ST. CROIX 109-113 ESTATE CASTLE COAKLEY U.S. VIRGIN ISLANDS 00822 FREDERIKSTED REVITALIZATION PROJECT PAUL E. JOSEPH BASEBALL STADIUM AND SPORT COMPLEX 05-08-2020 STAFF A1.11 FIELD LEVEL PART PLAN 'A' UNINHABITED SPACE VISITOR DUGOUT 101 107 KEYPLAN N A A1.21 A1.22 FIELD LEVEL PART PLAN A A1.11 0 4 8 16 SCALE: 3/16" = 1'-0" 2 CAMERA 108 VISITOR LOCKERS 109 HALLWAY 102 STAIR 4 106 DUGOUT BENCHES -6" DN DN -6" A5.02-3 LINE OF EDGE OF 36" SLAB LINE OF EDGE OF 36" SLAB LINE OF EDGE OF 36" SLAB WALL TYPE LEGEND 8" PIP CONCRETE WALL 6" PIP CONCRETE WALL 6" MTL FRAME STUD WALL SC ST SC SC AF HALLWAY 135 SC 04 05 SHEET NUMBER: DRAWING INFORMATION: DATE: DRAWN BY: PROJECT: Steven E. Hutchins AIA Architects TEL 340-778-8898 FAX 340-778-7754 CHRISTIANSTED, ST. CROIX 109-113 ESTATE CASTLE COAKLEY U.S. VIRGIN ISLANDS 00822 FREDERIKSTED REVITALIZATION PROJECT PAUL E. JOSEPH BASEBALL STADIUM AND SPORT COMPLEX 05-08-2020 STAFF A1.12 FIELD LEVEL PART PLAN 'B' ELEV KEYPLAN N B A1.21 A1.22 FIELD LEVEL PART PLAN B A1.12 A1.23 A1.22 0 4 8 16 SCALE: 3/16" = 1'-0" 2 ELEV. CTRL. VIP SEATING STAIR 1 STAIR 2 MEN 113 122 121 GRAND STAIR WOMEN 115 CONCESSIONS 120 MERCH./SOUV. 119 FIRST AID 116 CONCESSIONS 117 CONCOURCE WALKWAY 118 TICKETING OFFICE 124 SECURITY OFFICE 123 HOME LOCKERS 127 VISITOR LOCKERS 109 114 VISITOR TOILET 112 VISITOR SHOWER 110 HOME SHOWER 126 HOME TOILET 125 H.C. SHOWER 111 103 104 WATER FOUNTAINS WATER FOUNTAINS H.C. SHOWER 128 LINE OF EDGE OF 36" SLAB LINE OF EDGE OF 36" SLAB LINE OF EDGE OF 36" SLAB SE SHEET : A6.06 FOR ENLARGED PLANS LINE OF EDGE OF 36" SLAB LINE OF EDGE OF 36" SLAB WALL TYPE LEGEND 8" PIP CONCRETE WALL 6" PIP CONCRETE WALL 6" MTL FRAME STUD WALL 4" MTL FRAME STUD WALL AF CT CT CT SC CT SC SC SC SC SC SC CT CT CT CT AF SC SC VCT VCT SC SC SC SHEET NUMBER: DRAWING INFORMATION: DATE: DRAWN BY: PROJECT: Steven E. Hutchins AIA Architects TEL 340-778-8898 FAX 340-778-7754 CHRISTIANSTED, ST. CROIX 109-113 ESTATE CASTLE COAKLEY U.S. VIRGIN ISLANDS 00822 FREDERIKSTED REVITALIZATION PROJECT PAUL E. JOSEPH BASEBALL STADIUM AND SPORT COMPLEX 05-08-2020 STAFF A1.13 FIELD LEVEL PART PLAN 'C' HOME DUGOUT STAIR 3 UP KEYPLAN N C A1.23 A1.22 FIELD LEVEL PART PLAN C A1.13 0 4 8 16 SCALE: 3/16" = 1'-0" 2 CAMERA HOME LOCKERS 127 132 131 HALLWAY 129 UNINHABITED SPACE 130 105 ELEC RM 133 DUGOUT BENCHES A5.02-3 WALL TYPE LEGEND 8" PIP CONCRETE WALL 6" PIP CONCRETE WALL 6" MTL FRAME STUD WALL 4" MTL FRAME STUD WALL SC SC SC SC ST SC HALLWAY 134 SC 01.1 6 5 4 3 B 10 B1 C1 04 C2 B2 07 15 16 17 18 B1 A 02 03 05 06 10 11 11 01 07.1 A B2 B 01.1 6 5 4 3 B 10 B1 C1 04 C2 B2 07 15 16 17 18 B1 A 02 03 05 06 10 11 11 01 07.1 A B2 B SHEET NUMBER: DRAWING INFORMATION: DATE: DRAWN BY: PROJECT: Steven E. Hutchins AIA Architects TEL 340-778-8898 FAX 340-778-7754 CHRISTIANSTED, ST. CROIX 109-113 ESTATE CASTLE COAKLEY U.S. VIRGIN ISLANDS 00822 FREDERIKSTED REVITALIZATION PROJECT PAUL E. JOSEPH BASEBALL STADIUM AND SPORT COMPLEX 05-08-2020 STAFF A1.14 CONCOURSE LEVEL OVERALL FLOOR PLAN STAIR 3 MEN WOMEN GRAND STAIR (BELOW) ELEV STAIR 4 KEYPLAN N B A C CONCOURSE LEVEL FLOOR PLAN A1.14 PART A A1.15 PART B A1.16 PART C A1.17 0 4 8 16 32 48 SCALE: 1/16" = 1'-0" CONCOURSE OPEN PAVILION STAIR 1 STAIR 2 CONCOURSE CONCOURSE 42" GUARD WALL STARTS HERE END OF FULL HT WALL 42" GUARD WALL STARTS HERE END OF FULL HT WALL CONCRETE SLAB ROOF OVER DOUGOUT CONCRETE SLAB ROOF OVER DOUGOUT OPEN TO BELOW GATE DETAIL FOR CONCOURSE SEE DTL: A5.04-7 GATE DETAIL FOR CONCOURSE SEE DTL: A5.04-7 REV. OPNG OPNG WALL TYPE LEGEND 8" PIP CONCRETE WALL 6" PIP CONCRETE WALL 6" MTL FRAME STUD WALL 4" MTL FRAME STUD WALL B A B2 B A B2 01.1 6 5 4 3 01 01.1 6 5 4 3 01 SHEET NUMBER: DRAWING INFORMATION: DATE: DRAWN BY: PROJECT: Steven E. Hutchins AIA Architects TEL 340-778-8898 FAX 340-778-7754 CHRISTIANSTED, ST. CROIX 109-113 ESTATE CASTLE COAKLEY U.S. VIRGIN ISLANDS 00822 FREDERIKSTED REVITALIZATION PROJECT PAUL E. JOSEPH BASEBALL STADIUM AND SPORT COMPLEX 05-08-2020 STAFF A1.15 CONCOURSE LEVEL PART PLAN 'A' STAIR 4 DN KEYPLAN N A A1.24 A1.25 CONCOURSE LEVEL PART PLAN A A1.15 0 4 8 16 SCALE: 3/16" = 1'-0" 2 DN DN DN CONCOURSE 200 42" GUARD WALL STARTS HERE END OF FULL HT WALL GATE BLEACHER SYSTEM PROVIDED BY OTHERS BLEACHER SYSTEM PROVIDED BY OTHERS WALL TYPE LEGEND 8" PIP CONCRETE WALL 6" PIP CONCRETE WALL 6" MTL FRAME STUD WALL 4" MTL FRAME STUD WALL BLEACHER SYSTEM FLOORING 05 05 C2 B2 07 06 11 11 07.1 C2 B2 07 06 11 11 07.1 01.1 01 01.1 01 02 02 03 03 10 10 10 10 B1 C1 B1 C1 SHEET NUMBER: DRAWING INFORMATION: DATE: DRAWN BY: PROJECT: Steven E. Hutchins AIA Architects TEL 340-778-8898 FAX 340-778-7754 CHRISTIANSTED, ST. CROIX 109-113 ESTATE CASTLE COAKLEY U.S. VIRGIN ISLANDS 00822 FREDERIKSTED REVITALIZATION PROJECT PAUL E. JOSEPH BASEBALL STADIUM AND SPORT COMPLEX 05-08-2020 STAFF A1.16 CONCOURSE LEVEL PART PLAN 'B' ELEV. GRAND STAIR (BELOW) KEYPLAN N B A1.26 A1.25 CONCOURSE LEVEL PART PLAN B A1.16 A1.24 A1.25 0 4 8 16 SCALE: 3/16" = 1'-0" 2 CONCOURSE 203 OPEN PAVILION SEE SHEET A-1.19 FOR DRAINAGE PLAN STAIR 1 202 DN MEN WOMEN 201 204 STAIR 2 DN 42" GUARD WALL STARTS HERE END OF FULL HT WALL 42" GUARD WALL STARTS HERE END OF FULL HT WALL OPEN TO BELOW 42" ALUM GUARD RAIL SEE DTL: A5.05-6 42" ALUM GUARD RAIL SEE DTL: A5.04-4 42" ALUM GUARD RAIL SEE DTL: A5.04-4 WALL TYPE LEGEND 8" PIP CONCRETE WALL 6" PIP CONCRETE WALL 6" MTL FRAME STUD WALL 4" MTL FRAME STUD WALL SC CT CT 07 15 16 17 18 07.1 07 15 16 17 18 07.1 SHEET NUMBER: DRAWING INFORMATION: DATE: DRAWN BY: PROJECT: Steven E. Hutchins AIA Architects TEL 340-778-8898 FAX 340-778-7754 CHRISTIANSTED, ST. CROIX 109-113 ESTATE CASTLE COAKLEY U.S. VIRGIN ISLANDS 00822 FREDERIKSTED REVITALIZATION PROJECT PAUL E. JOSEPH BASEBALL STADIUM AND SPORT COMPLEX 05-08-2020 STAFF A1.17 CONCOURSE LEVEL PART PLAN 'C' STAIR 3 DN KEYPLAN N C A1.26 A1.25 CONCOURSE LEVEL PART PLAN C A1.17-1 0 4 8 16 SCALE: 3/16" = 1'-0" 2 DN DN CONCOURSE 205 42" GUARD WALL STARTS HERE END OF FULL HT WALL BLEACHER SYSTEM PROVIDED BY OTHERS BLEACHER SYSTEM PROVIDED BY OTHERS WALL TYPE LEGEND 8" PIP CONCRETE WALL 6" PIP CONCRETE WALL 6" MTL FRAME STUD WALL 4" MTL FRAME STUD WALL BLEACHER SYSTEM FLOORING B 04 05 A B2 SHEET NUMBER: DRAWING INFORMATION: DATE: DRAWN BY: PROJECT: Steven E. Hutchins AIA Architects TEL 340-778-8898 FAX 340-778-7754 CHRISTIANSTED, ST. CROIX 109-113 ESTATE CASTLE COAKLEY U.S. VIRGIN ISLANDS 00822 FREDERIKSTED REVITALIZATION PROJECT PAUL E. JOSEPH BASEBALL STADIUM AND SPORT COMPLEX 05-08-2020 STAFF A1.18 OVERALL ROOF PLAN ROOF ROOF PLAN A1.18 ROOF OPEN PAVILION EAVE DETAIL A1.18.-2 KEYPLAN N REAR EAVE DETAIL @ CANOPY A1.18.-3 FRONT EAVE DETAIL @ CANOPY A1.18.-4 SHEET NUMBER: DRAWING INFORMATION: DATE: DRAWN BY: PROJECT: Steven E. Hutchins AIA Architects TEL 340-778-8898 FAX 340-778-7754 CHRISTIANSTED, ST. CROIX 109-113 ESTATE CASTLE COAKLEY U.S. VIRGIN ISLANDS 00822 FREDERIKSTED REVITALIZATION PROJECT PAUL E. JOSEPH BASEBALL STADIUM AND SPORT COMPLEX 05-08-2020 STAFF A1.19 CONCOURSE LEVEL FLOOR DRAINAGE PLAN KEYPLAN N CONCOURSE FLOOR DRAINAGE PLAN A1.18-1 0 4 8 16 SCALE: 3/16" = 1'-0" 2 A1.20 CANOPY SECTION SHEET NUMBER: DRAWING INFORMATION: DATE: DRAWN BY: PROJECT: Steven E. Hutchins AIA Architects TEL 340-778-8898 FAX 340-778-7754 CHRISTIANSTED, ST. CROIX 109-113 ESTATE CASTLE COAKLEY U.S. VIRGIN ISLANDS 00822 FREDERIKSTED REVITALIZATION PROJECT PAUL E. JOSEPH BASEBALL STADIUM AND SPORT COMPLEX 05-08-2020 STAFF TRUSS DETAIL A1.20-1 PAUL E. JOSEPH STADIUM SHEET NUMBER: DRAWING INFORMATION: DATE: DRAWN BY: PROJECT: Steven E. Hutchins AIA Architects TEL 340-778-8898 FAX 340-778-7754 CHRISTIANSTED, ST. CROIX 109-113 ESTATE CASTLE COAKLEY U.S. VIRGIN ISLANDS 00822 FREDERIKSTED REVITALIZATION PROJECT PAUL E. JOSEPH BASEBALL STADIUM AND SPORT COMPLEX 05-08-2020 STAFF A2.01 WEST, SOUTH AND ENTRANCE ELEVATIONS KEYPLAN N ENTRANCE ELEVATION A2.01-1 SOUTH ELEVATION A2.01-2 WEST ELEVATION A2.01-3 3 1 2 C1 B1 10 9 8 7 6 5 4 3 C2 B2 11 12 13 14 15 16 17 18 10 11 PAINT COLOR LEGEND BENJAMIN MOORE FIDDLEHEAD GREEN 2041-20 (UNDERSIDE CANOPY STEEL) BENJAMIN MOORE CANDLELIT DINNER 295 (WALLS) SIGNATURE 200 CRIMSON RED (MTL ROOFS) BENJAMIN MOORE WHITE( TRIM) 1 2 3 4 3 1 2 2 2 2 4 4 4 4 2 2 2 4 3 3 2 2 2 2 3 3 3 1 4 4 4 4 4 4 2 2 2 2 1 4 3 3 4 4 4 2 2 2 2 2 2 2 2 4 4 2 2 2 4 4 2 2 2 2 2 4 4 Ticket Window SHEET NUMBER: DRAWING INFORMATION: DATE: DRAWN BY: PROJECT: Steven E. Hutchins AIA Architects TEL 340-778-8898 FAX 340-778-7754 CHRISTIANSTED, ST. CROIX 109-113 ESTATE CASTLE COAKLEY U.S. VIRGIN ISLANDS 00822 FREDERIKSTED REVITALIZATION PROJECT PAUL E. JOSEPH BASEBALL STADIUM AND SPORT COMPLEX 05-08-2020 STAFF A2.02 NORTH AND EAST KEYPLAN N BUILDING EAST ELEVATION A2.02-1 3 1 BUILDING NORTH ELEVATION A2.02-2 18 17 16 15 07 B2 C2 B1 C1 01 6 5 4 3 BUILDING ELEVATIONS PAINT COLOR LEGEND BENJAMIN MOORE FIDDLEHEAD GREEN 2041-20 (CANOPY) BENJAMIN MOORE CANDLELIT DINNER 295 (WALLS) SIGNATURE 200 CRIMSON RED (MTL ROOFS) BENJAMIN MOORE WHITE( TRIM) 1 2 3 4 1 1 1 1 1 3 3 1 2 2 4 3 3 2 4 4 2 2 1 1 1 4 2 1 3 2 4 2 3 3 2 4 2 4 2 2 2 2 2 2 2 4 SHEET NUMBER: DRAWING INFORMATION: DATE: DRAWN BY: PROJECT: Steven E. Hutchins AIA Architects TEL 340-778-8898 FAX 340-778-7754 CHRISTIANSTED, ST. CROIX 109-113 ESTATE CASTLE COAKLEY U.S. VIRGIN ISLANDS 00822 FREDERIKSTED REVITALIZATION PROJECT PAUL E. JOSEPH BASEBALL STADIUM AND SPORT COMPLEX 05-08-2020 STAFF A2.03 DANISH ARCH ELEVATIONS DANISH ARCH ELEVATION A2.03-1 DANISH ARCH ELEVATION A2.03-2 DANISH ARCH ELEVATION A2.03-3 DANISH ARCH ELEVATION A2.03-4 EIFS BANDING PLACEMENT DETAIL A2.03-4 EIFS BANDING PLACEMENT DETAIL A2.03-5 EIFS BANDING PLACEMENT DETAIL A2.03-6 AND EIFS BANDING PAINT COLOR LEGEND BENJAMIN MOORE FIDDLEHEAD GREEN 2041-20 (CANOPY) BENJAMIN MOORE CANDLELIT DINNER 295 (WALLS) SIGNATURE 200 CRIMSON RED (MTL ROOFS) BENJAMIN MOORE WHITE( TRIM) 1 2 3 4 4 2 2 2 2 2 4 4 2 2 2 2 2 4 4 2 2 2 SHEET NUMBER: DRAWING INFORMATION: DATE: DRAWN BY: PROJECT: Steven E. Hutchins AIA Architects TEL 340-778-8898 FAX 340-778-7754 CHRISTIANSTED, ST. CROIX 109-113 ESTATE CASTLE COAKLEY U.S. VIRGIN ISLANDS 00822 FREDERIKSTED REVITALIZATION PROJECT PAUL E. JOSEPH BASEBALL STADIUM AND SPORT COMPLEX 05-08-2020 STAFF A2.11 MISC. BUILDING SECTIONS KEYPLAN N 1 BUILDING SECTION 3 A2.11-3 2 BUILDING SECTION 1 A2.11-1 BUILDING SECTION 2 A2.11-2 BUILDING SECTION 4 A2.11-4 3 4 OPEN PAVILION OPEN PAVILION B A B A A B UNINHABITED SPACE DUGOUT ELEV EQUIP RM. OPEN PAVILION CONCOURSE HALL CONCESSIONS C2 B2 A MENS RESTROOM CONCESSIONS MERCH. SECURITY DUGOUT BUILDING SECTION 5 A2.11-5 B A UNINHABITED SPACE 5 12 5 12 5 12 EQUIPMENT STORAGE RM A2.11-6 COORIDOR STAIR SECTION A2.11-7 SHEET NUMBER: DRAWING INFORMATION: DATE: DRAWN BY: PROJECT: Steven E. Hutchins AIA Architects TEL 340-778-8898 FAX 340-778-7754 CHRISTIANSTED, ST. CROIX 109-113 ESTATE CASTLE COAKLEY U.S. VIRGIN ISLANDS 00822 FREDERIKSTED REVITALIZATION PROJECT PAUL E. JOSEPH BASEBALL STADIUM AND SPORT COMPLEX 05-08-2020 STAFF A2.12 BUILDING SECTIONS KEYPLAN N LONGITUDINAL SECTION 5 LOOKING NORTH A2.12-1 6 5 LONGITUDINAL SECTION 6 LOOKING EAST A2.12-2 5 6 C1 B1 6 5 4 3 C2 B2 15 16 17 18 HALL OPEN PAVILION ELEV SHAFT STAIR 4 HALL SHOWERS REST ROOM ELEV EQUIP. SECURITY STAIR 2 A A 01.1 07 VISITORS LOCKER ROOM SHOWERS REST ROOM HOME LOCKER ROOM TICKETS SECURITY STAIR 3 OPEN PAVILION MENS RESTROOMS CONCESIONS WOMENS RESTROOM WOMENS RESTROOMS ELEC RM. TUNNEL TUNNEL UNINHABITED SPACE UNINHABITED SPACE B SHEET NUMBER: DRAWING INFORMATION: DATE: DRAWN BY: PROJECT: Steven E. Hutchins AIA Architects TEL 340-778-8898 FAX 340-778-7754 CHRISTIANSTED, ST. CROIX 109-113 ESTATE CASTLE COAKLEY U.S. VIRGIN ISLANDS 00822 FREDERIKSTED REVITALIZATION PROJECT PAUL E. JOSEPH BASEBALL STADIUM AND SPORT COMPLEX 05-08-2020 STAFF A3.01 GRAND STAIR PLAN, SECTIONS & ELEVATION KEYPLAN N GRAND STAIR FLOOR PLAN A3.01-1 GRAND STAIR ELEVATION A3.01-2 0 1 2 4 8 12 SCALE: 1/4" = 1'-0" GRAND STAIR SECTION A3.01-3 FLAG POLE BASE SURROUND A3.01-4 PLANTER WALL DETAIL A3.01-5 STAIR WALL DETAIL A3.01-6 STAIR WALL COLUMN DETAIL A3.01-7 A3.02 STAIR 1 & 2 PLANS, ELEVATIONS AND DETAILS SHEET NUMBER: DRAWING INFORMATION: DATE: DRAWN BY: PROJECT: Steven E. Hutchins AIA Architects TEL 340-778-8898 FAX 340-778-7754 CHRISTIANSTED, ST. CROIX 109-113 ESTATE CASTLE COAKLEY U.S. VIRGIN ISLANDS 00822 FREDERIKSTED REVITALIZATION PROJECT PAUL E. JOSEPH BASEBALL STADIUM AND SPORT COMPLEX 05-08-2020 STAFF STAIR 1 CONCOURSE LEVEL PLAN A3.02-2 STAIR 1 FIELD LEVEL PLAN A3.02-1 STAIR 2 CONCOURSE LEVEL PLAN A3.02-4 STAIR 2 FIELD LEVEL PLAN A3.02-3 STAIR 1 SECTION A3.02-5 STAIR 1 SECTION A3.02-6 STAIR 1 SECTION A3.02-7 RAILING DETAIL A3.02-8 A3.03 STAIR 3 & 4 PLANS, ELEVATIONS SHEET NUMBER: DRAWING INFORMATION: DATE: DRAWN BY: PROJECT: Steven E. Hutchins AIA Architects TEL 340-778-8898 FAX 340-778-7754 CHRISTIANSTED, ST. CROIX 109-113 ESTATE CASTLE COAKLEY U.S. VIRGIN ISLANDS 00822 FREDERIKSTED REVITALIZATION PROJECT PAUL E. JOSEPH BASEBALL STADIUM AND SPORT COMPLEX 05-08-2020 STAFF STAIR 4 FIELD PLAN A3.03-3 STAIR 4 CONCOURSE PLAN A3.03-4 STAIR 4 SECTION (STAIR 3 MIRRORED) A3.03-6 STAIR 4 SECTION (STAIR 3 MIRRORED) A3.03-5 STAIR 3 CONCOURSE PLAN A3.03-2 STAIR 3 FIELD PLAN A3.03-1 STAIR LANDING CONNCTION DTL A3.03-7 AND DETAILS SHEET NUMBER: DRAWING INFORMATION: DATE: DRAWN BY: PROJECT: Steven E. Hutchins AIA Architects TEL 340-778-8898 FAX 340-778-7754 CHRISTIANSTED, ST. CROIX 109-113 ESTATE CASTLE COAKLEY U.S. VIRGIN ISLANDS 00822 FREDERIKSTED REVITALIZATION PROJECT PAUL E. JOSEPH BASEBALL STADIUM AND SPORT COMPLEX 05-08-2020 STAFF A3.04 ELEVATOR PLANS, SECTIONS, AND MISC. DETAILS ELEVATOR SHAFT SECTION A3.04-3 ELEVATOR SHAFT PLAN - CONCOURSE LEVEL A3.04-2 ELEVATOR SHAFT PLAN - FIELD LEVEL A3.04-1 ELEVATOR DOOR SILL A3.04-4 ELEVATOR DOOR HEAD A3.04-5 ELEVATOR SHAFT PLAN - ROOF LEVEL A3.04-6 ELEVATOR CANOPY DETAIL A3.04-6 A4.01 WALL SECTIONS AND FOAM BANDING SHEET NUMBER: DRAWING INFORMATION: DATE: DRAWN BY: PROJECT: Steven E. Hutchins AIA Architects TEL 340-778-8898 FAX 340-778-7754 CHRISTIANSTED, ST. CROIX 109-113 ESTATE CASTLE COAKLEY U.S. VIRGIN ISLANDS 00822 FREDERIKSTED REVITALIZATION PROJECT PAUL E. JOSEPH BASEBALL STADIUM AND SPORT COMPLEX 05-08-2020 STAFF KEYPLAN N 2 1 3 SECTION A4.01-4 SECTION A4.01-2 SECTION A4.01-1 SECTION A4.01-5 SECTION A4.01-6 5 6 BASE DETAIL A4.01-8 FOAM BAND PROFILES A4.01-7 SECTION A4.01-3 4 FOAM BAND DETAIL A4.01-9 A4.02 WALL SECTIONS SHEET NUMBER: DRAWING INFORMATION: DATE: DRAWN BY: PROJECT: Steven E. Hutchins AIA Architects TEL 340-778-8898 FAX 340-778-7754 CHRISTIANSTED, ST. CROIX 109-113 ESTATE CASTLE COAKLEY U.S. VIRGIN ISLANDS 00822 FREDERIKSTED REVITALIZATION PROJECT PAUL E. JOSEPH BASEBALL STADIUM AND SPORT COMPLEX 05-08-2020 STAFF KEYPLAN N 4 1 2 SECTION A4.02-4 SECTION A4.02-3 SECTION A4.02-2 3 5 SECTION @ CONCESSIONS A4.02-1 SECTION @ CAMERA ENCLOSURE A4.02-5 HEADER SECTION @ CONCOURSE BATHRM. A4.02-6 PROPOSED FOUNDATION DETAIL @ FIELD SIDE OPT 1 FOUNDATION DETAIL @ FIELD SIDE A4.02-7 BACKSTOP ANCHOR DETAIL A4.02-8 SHEET NUMBER: DRAWING INFORMATION: DATE: DRAWN BY: PROJECT: Steven E. Hutchins AIA Architects TEL 340-778-8898 FAX 340-778-7754 CHRISTIANSTED, ST. CROIX 109-113 ESTATE CASTLE COAKLEY U.S. VIRGIN ISLANDS 00822 FREDERIKSTED REVITALIZATION PROJECT PAUL E. JOSEPH BASEBALL STADIUM AND SPORT COMPLEX 05-08-2020 STAFF A4.03 TYPICAL WALL TYPES SUSPENDED CEILING A4.03-11 ACOUSTIC TILE CLG A4.03-10 PARTITION 4 A4.03-4 TYP. PLUMB. CHASE WALL CONC. WALL A4.03-1 CONC. WALL A4.03-2 PARTITION 3 A4.03-3 PARTITION 5 A4.03-5 PARTITION 6 A4.03-6 PARTITION 7 A4.03-7 W/CONC SURROUND A4.03-9 36" DIA INTERIOR COLUMN PARTITION 8 A4.03-8 01.1 6 5 4 3 B 10 B1 C1 04 C2 B2 07 15 16 17 18 B1 A 02 03 05 06 10 11 11 01 07.1 A B2 B SHEET NUMBER: DRAWING INFORMATION: DATE: DRAWN BY: PROJECT: Steven E. Hutchins AIA Architects TEL 340-778-8898 FAX 340-778-7754 CHRISTIANSTED, ST. CROIX 109-113 ESTATE CASTLE COAKLEY U.S. VIRGIN ISLANDS 00822 FREDERIKSTED REVITALIZATION PROJECT PAUL E. JOSEPH BASEBALL STADIUM AND SPORT COMPLEX 05-08-2020 STAFF A5.01 FIELD SITE PLAN AND DETAILS FIELD PLAN A5.01 BULLPEN BULLPEN ANCHOR FOR BACKSTOP @ ELEV. TWR. A5.01-3 ANCHOR FOR BACKSTOP @ TOWER A5.01-2 ABBREVIATIONS V.C. VERTICAL BACKSTOP CABLES H.C. HORIZONTAL BACKSTOP CABLES C.A. CABLE ANCHORAGE C SHEET NUMBER: DRAWING INFORMATION: DATE: DRAWN BY: PROJECT: TEL 340-778-8898 FAX 340-778-7754 CHRISTIANSTED, ST. CROIX 109-113 ESTATE CASTLE COAKLEY U.S. VIRGIN ISLANDS 00822 Steven E. Hutchins AIA Architects FREDERIKSTED REVITALIZATION PROJECT PAUL E. JOSEPH BASEBALL STADIUM AND SPORT COMPLEX 05-08-2020 STAFF A5.02 FIELD SITE DETAILS DUGOUT BENCH SECTION A5.02-1 BAT AND HELMET RACK A5.02-2 BAT AND HELMET RACK ELEVATION A5.02-3 INFIELD FENCE AT SIDELINES A5.02-4 FIELD WALL DETAIL AT BULLPEN A5.02-5 BACKSTOP CABLE DETAIL A5.02-6 OUTFIELD WALL GATE DETAIL A5.02-7 BACKSTOP CABLE DETAIL A5.02-8 SCORE BOARD ELEVATION DETAI A5.02-9 BACKSTOP DETAIL A5.02-10 SHEET NUMBER: DRAWING INFORMATION: DATE: DRAWN BY: PROJECT: TEL 340-778-8898 FAX 340-778-7754 CHRISTIANSTED, ST. CROIX 109-113 ESTATE CASTLE COAKLEY U.S. VIRGIN ISLANDS 00822 Steven E. Hutchins AIA Architects FREDERIKSTED REVITALIZATION PROJECT PAUL E. JOSEPH BASEBALL STADIUM AND SPORT COMPLEX 05-08-2020 STAFF A5.03 FIELD SITE DETAILS TYP FOUL POLE DTL @ PRACTICE FIELDS A5.03-1 FOUL POLE PLAN FOR PEJS A5.03-2 FOUL POLE ELEVATION FOR PEJS A5.03-3 LED SCOREBOARD TM FIELD SCOREBOARD A5.03-6 PEJS SCOREBOARD ALTERNATE A5.03-5 LED SCOREBOARD VIDEO DISPLAY 8'-0" 3-RAIL CHAIN LINK FENCE W PADDING A5.03-7 NOT USED A5.03-4 SHEET NUMBER: DRAWING INFORMATION: DATE: DRAWN BY: PROJECT: Steven E. Hutchins AIA Architects TEL 340-778-8898 FAX 340-778-7754 CHRISTIANSTED, ST. CROIX 109-113 ESTATE CASTLE COAKLEY U.S. VIRGIN ISLANDS 00822 FREDERIKSTED REVITALIZATION PROJECT PAUL E. JOSEPH BASEBALL STADIUM AND SPORT COMPLEX 05-08-2020 STAFF A5.04 FENCE AND GATE DETAILS SWING GATE W/ EXIT DEVICE DETAILS A5.04-11 TYP. RAILING SECTION A5.04-10 RAILING DETAIL A5.04-8 RAILING DETAIL A5.04-9 RAILING ELEVATION A5.04-4 RAILING ELEVATION A5.04-6 ENTRY GATE ELEVATIONS A5.04-1 TOWER RAILING ELEVATION A5.04-2 RAILING ELEVATION A5.04-5 CONCOURSE RAILING ELEVATION A5.04-3A CONCOURSE RAILING ELEVATION A5.04-3 STAIR GATES ELEVATION W/ REVERSE A5.04-7 DOUGOUT GATE ELEVATION A5.04-12 8'-0"CHAIN LINK GATE ELEVATIONS A5.04-13 8'-0" CHAIN LINK GATE ELEVATIONS A5.04-14 CHAIN LINK GATE ELEVATIONS (36" TALL) A5.04-15 GATE HINGE DETAIL A5.04-16 FIXED PANEL DETAIL A5.04-16 SHEET NUMBER: DRAWING INFORMATION: DATE: DRAWN BY: PROJECT: Steven E. Hutchins AIA Architects TEL 340-778-8898 FAX 340-778-7754 CHRISTIANSTED, ST. CROIX 109-113 ESTATE CASTLE COAKLEY U.S. VIRGIN ISLANDS 00822 FREDERIKSTED REVITALIZATION PROJECT PAUL E. JOSEPH BASEBALL STADIUM AND SPORT COMPLEX 05-08-2020 STAFF A5.05 RISER AND BOWL DETAILS CENTER AISLE RAIL (LONG) A5.05-1 FIELD WALL DEATAIL A5.05-2 CENTER AISLE RAIL (SHORT) A5.05-3 SEATING @ REAR OF DOUGOUT A5.05-4 FIELD WALL BEHIND HOMEPLATE A5.05-5 CONCOURSE RAILING DETAIL A5.05-6 CONCOURSE SEPARATION RAIL A5.05-7 DUGOUT FIELD ACCESS A5.05-9 DUGOUT RISER PLATFORM A5.05-8 DRINKING FOUNTAIN RAIL A5.05-10 DOUGOUT FENCING DETAIL A5.05-11 SHEET NUMBER: DRAWING INFORMATION: DATE: DRAWN BY: PROJECT: Steven E. Hutchins AIA Architects TEL 340-778-8898 FAX 340-778-7754 CHRISTIANSTED, ST. CROIX 109-113 ESTATE CASTLE COAKLEY U.S. VIRGIN ISLANDS 00822 FREDERIKSTED REVITALIZATION PROJECT PAUL E. JOSEPH BASEBALL STADIUM AND SPORT COMPLEX 05-08-2020 STAFF A6.01 TIOLET AND LOCKER ROOM ENLARGED PLANS WOMEN (#201) A6.06-3 MEN (#204) A6.06-4 ELEV ELEV. CTRL. 113 WOMEN 115 FIRST AID 116 117 VISITOR LOCKERS 109 114 VISITOR TOILET 112 VISITOR SHOWER 110 H.C. SHOWER 111 CONSESSIONS MEN 122 TICKETING OFFICE 124 SECURITY 123 HOME LOCKERS 127 HOME SHOWER 126 HOME TOILET 125 CONCESSIONS 120 MERCH./SOUV. 119 WOMEN (#201) A6.06-1 MEN (#204) A6.06-2 WOMEN 201 MEN 204 LAV LAV LAV LAV LAV LAV LAV LAV LAV LAV LAV LAV WC WC WC WC WC WC WC WC WC WC UR UR UR UR LAV LAV LAV LAV LAV LAV LAV LAV LAV LAV LAV LAV LAV LAV WC WC WC WC WC WC WC WC WC WC WC UR UR UR UR WC UR UR UR UR UR UR UR UR UR UR UR WC WC WC WC WC WC WC LAV LAV LAV LAV LAV LAV FD. FD. FD. FD. FD. FD. FD. FD. FD. H.C. SHOWER 128 ELEVATOR 202 SHEET NUMBER: DRAWING INFORMATION: DATE: DRAWN BY: PROJECT: Steven E. Hutchins AIA Architects TEL 340-778-8898 FAX 340-778-7754 CHRISTIANSTED, ST. CROIX 109-113 ESTATE CASTLE COAKLEY U.S. VIRGIN ISLANDS 00822 FREDERIKSTED REVITALIZATION PROJECT PAUL E. JOSEPH BASEBALL STADIUM AND SPORT COMPLEX 05-08-2020 STAFF A6.02 TOILET ROOM AND SHOWERS INTERIOR ELEVATIONS- CONCOURSE LEVEL WOMEN (#201) A6.02-1 WOMEN (#201) A6.02-2 WOMEN (#201) A6.02-3 MEN (#204) A6.02-4 MEN (#204) A6.02-5 CL CL CL BATHROOM ACCESSORY SCHEDULE MEN (#204) A6.02-6 CL CL CL SHEET NUMBER: DRAWING INFORMATION: DATE: DRAWN BY: PROJECT: Steven E. Hutchins AIA Architects TEL 340-778-8898 FAX 340-778-7754 CHRISTIANSTED, ST. CROIX 109-113 ESTATE CASTLE COAKLEY U.S. VIRGIN ISLANDS 00822 FREDERIKSTED REVITALIZATION PROJECT PAUL E. JOSEPH BASEBALL STADIUM AND SPORT COMPLEX 05-08-2020 STAFF A6.03 TOILET ROOMS INTERIOR ELEVATIONS - FIELD LEVEL MEN (#122) A6.03-1 CL CL CL CL CL MEN (#122) A6.03-2 MEN (#122) A6.03-3 WOMEN (#115) A6.03-4 WOMEN (#115) A6.03-5 WOMEN (#115) A6.03-6 CL CL CL CL CL CL CL CL CL BATHROOM ACCESSORY SCHEDULE SHEET NUMBER: DRAWING INFORMATION: DATE: DRAWN BY: PROJECT: Steven E. Hutchins AIA Architects TEL 340-778-8898 FAX 340-778-7754 CHRISTIANSTED, ST. CROIX 109-113 ESTATE CASTLE COAKLEY U.S. VIRGIN ISLANDS 00822 FREDERIKSTED REVITALIZATION PROJECT PAUL E. JOSEPH BASEBALL STADIUM AND SPORT COMPLEX 05-08-2020 STAFF A6.04 VISITORS LOCKER, TOILETS AND SHOWERS INTERIOR ELEVATIONS - FIELD LEVEL LOCKER ROOM BENCH A6.02-10 VISITOR LOCKER ROOM (#112) A6.04-1 VISITOR LOCKER ROOM (#109) A6.04-4 VISITOR LOCKER ROOM (#109) A6.04-5 VISITOR SHOWER (#110) A6.04-6 VISITOR SHOWER (#110) A6.04-7 VISITOR ADA RESTROOM (#112) A6.04-8 VISITOR LAVATORIES (#112) A6.04-9 VISITOR LOCKER ROOM (#109) A6.04-2 VISITOR LOCKER ROOM (#109) A6.04-3 SHOWER CONTROLS (#110) A6.04-6A BATHROOM ACCESSORY SCHEDULE SHEET NUMBER: DRAWING INFORMATION: DATE: DRAWN BY: PROJECT: Steven E. Hutchins AIA Architects TEL 340-778-8898 FAX 340-778-7754 CHRISTIANSTED, ST. CROIX 109-113 ESTATE CASTLE COAKLEY U.S. VIRGIN ISLANDS 00822 FREDERIKSTED REVITALIZATION PROJECT PAUL E. JOSEPH BASEBALL STADIUM AND SPORT COMPLEX 05-08-2020 STAFF A6.05 HOME LOCKERS, TOILET AND SHOWERS INTERIOR ELEVATIONS - FIELD LEVEL LOCKER ROOM BENCH A6.04-10 HOME LOCKER ROOM (#125) A6.05-1 HOME LOCKER ROOM (#127) A6.05-4 HOME LOCKER ROOM (#127) A6.05-5 HOME SHOWER (#126) A6.05-6 HOME SHOWER (#126) A6.05-7 HOME ADA RESTROOM (#125) A6.05-8 HOME LAVATORIES (#125) A6.05-9 HOME LOCKER ROOM (#127) A6.05-2 HOME LOCKER ROOM (#127) A6.05-3 SHOWER CONTROLS (#126) A6.05-6A BATHROOM ACCESSORY SCHEDULE 3'-0" 2'-0" 1'-4 3/4" 2'-0" 3 3/4" 3 3/4" 4" 1 1/2" 1 1/2" 5 1/4" ADJ. 5" TO 8-1 2" 4" 3 1/4" SHEET NUMBER: DRAWING INFORMATION: DATE: DRAWN BY: PROJECT: Steven E. Hutchins AIA Architects TEL 340-778-8898 FAX 340-778-7754 CHRISTIANSTED, ST. CROIX 109-113 ESTATE CASTLE COAKLEY U.S. VIRGIN ISLANDS 00822 FREDERIKSTED REVITALIZATION PROJECT PAUL E. JOSEPH BASEBALL STADIUM AND SPORT COMPLEX 05-08-2020 STAFF A6.21 DOOR AND WINDOW TYPES, FINISH SCHEDULES AND DETAILS DOOR HD/JB SIM DETAIL A6.21-1 DOOR HD/JB SIM DETAIL A6.21-2 DOOR HD/JB SIM DETAIL A6.21-5 DOOR SILL DETAIL A6.21-6 ROLL-UP DOOR HEAD A6.21-7 WINDOW HEAD DETAIL A6.21-8 WINDOW JAMB DETAIL A6.21-9 WINDOW JAMB DETAIL A6.21-10 ROLL UP DOOR JAMB DTL A6.21-3 TICKET WINDOW DETAIL A6.21-11 01.1 6 5 4 3 B 10 B1 C1 04 C2 B2 07 15 16 17 18 B1 A 02 03 05 06 10 11 11 01 07.1 A B2 B ELECTRICAL FIXURE LEGEND SHEET NUMBER: DRAWING INFORMATION: DATE: DRAWN BY: PROJECT: Steven E. Hutchins AIA Architects TEL 340-778-8898 FAX 340-778-7754 CHRISTIANSTED, ST. CROIX 109-113 ESTATE CASTLE COAKLEY U.S. VIRGIN ISLANDS 00822 FREDERIKSTED REVITALIZATION PROJECT PAUL E. JOSEPH BASEBALL STADIUM AND SPORT COMPLEX 05-08-2020 STAFF A7.10 FIELD LEVEL OVERALL REFLECTED CEILING PLAN KEYPLAN N FIELD LEVEL REFLECTED CEILING PLAN A7.10 01.1 6 5 4 3 01 ELECTRICAL FIXURE LEGEND SHEET NUMBER: DRAWING INFORMATION: DATE: DRAWN BY: PROJECT: Steven E. Hutchins AIA Architects TEL 340-778-8898 FAX 340-778-7754 CHRISTIANSTED, ST. CROIX 109-113 ESTATE CASTLE COAKLEY U.S. VIRGIN ISLANDS 00822 FREDERIKSTED REVITALIZATION PROJECT PAUL E. JOSEPH BASEBALL STADIUM AND SPORT COMPLEX 05-08-2020 STAFF A7.11 FIELD LEVEL PARTIAL REFLECTED CEILING PLAN 'A' KEYPLAN N FIELD LEVEL PARTIAL REFLECTED CEILING PLAN A A7.11 04 05 ELECTRICAL FIXURE LEGEND SHEET NUMBER: DRAWING INFORMATION: DATE: DRAWN BY: PROJECT: Steven E. Hutchins AIA Architects TEL 340-778-8898 FAX 340-778-7754 CHRISTIANSTED, ST. CROIX 109-113 ESTATE CASTLE COAKLEY U.S. VIRGIN ISLANDS 00822 FREDERIKSTED REVITALIZATION PROJECT PAUL E. JOSEPH BASEBALL STADIUM AND SPORT COMPLEX 05-08-2020 STAFF A7.12 FIELD LEVEL PARTIAL REFLECTED CEILING PLAN 'B' KEYPLAN N FIELD LEVEL PARTIAL REFLECTED CEILING PLAN B A7.12 07 15 16 17 18 07.1 ELECTRICAL FIXURE LEGEND SHEET NUMBER: DRAWING INFORMATION: DATE: DRAWN BY: PROJECT: Steven E. Hutchins AIA Architects TEL 340-778-8898 FAX 340-778-7754 CHRISTIANSTED, ST. CROIX 109-113 ESTATE CASTLE COAKLEY U.S. VIRGIN ISLANDS 00822 FREDERIKSTED REVITALIZATION PROJECT PAUL E. JOSEPH BASEBALL STADIUM AND SPORT COMPLEX 05-08-2020 STAFF A7.13 FIELD LEVEL PARTIAL REFLECTED CEILING PLAN 'C' KEYPLAN N FIELD LEVEL PARTIAL REFLECTED CEILING PLAN C A7.23 B 04 B1 A 05 A B2 B B 04 B1 A 05 A B2 B B 04 B1 A 05 A B2 B B 04 B1 A 05 A B2 B B 04 B1 A 05 A B2 B B 04 B1 A 05 A B2 B ELECTRICAL FIXURE LEGEND SHEET NUMBER: DRAWING INFORMATION: DATE: DRAWN BY: PROJECT: Steven E. Hutchins AIA Architects TEL 340-778-8898 FAX 340-778-7754 CHRISTIANSTED, ST. CROIX 109-113 ESTATE CASTLE COAKLEY U.S. VIRGIN ISLANDS 00822 FREDERIKSTED REVITALIZATION PROJECT PAUL E. JOSEPH BASEBALL STADIUM AND SPORT COMPLEX 05-08-2020 STAFF A7.20 CONCOURSE LEVEL OVERALL REFLECTED CEILING PLAN MEN WOMEN STAIR 1 STAIR 2 ELEV STAIR 4 KEYPLAN N B A C CONCOURSE LEVEL REFLECTED CEILING PLAN A7.20 PART A A7.24 PART B A7.25 PART C A7.26 0 4 8 16 32 48 SCALE: 1/16" = 1'-0" CONCOURSE STAIR 3 01.1 6 5 4 3 B 01 A B2 01.1 6 5 4 3 B 01 A B2 01.1 6 5 4 3 B 01 A B2 01.1 6 5 4 3 B 01 A B2 01.1 6 5 4 3 B 01 A B2 01.1 6 5 4 3 B 01 A B2 ELECTRICAL FIXURE LEGEND SHEET NUMBER: DRAWING INFORMATION: DATE: DRAWN BY: PROJECT: Steven E. Hutchins AIA Architects TEL 340-778-8898 FAX 340-778-7754 CHRISTIANSTED, ST. CROIX 109-113 ESTATE CASTLE COAKLEY U.S. VIRGIN ISLANDS 00822 FREDERIKSTED REVITALIZATION PROJECT PAUL E. JOSEPH BASEBALL STADIUM AND SPORT COMPLEX 05-08-2020 STAFF A7.21 CONCOURSE LEVEL PARTIAL REFLECTED CEILING PLAN 'A' KEYPLAN N A A7.24 A7.25 CONCOURSE LEVEL PARTIAL REFLECTED CEILING PLAN A A7.21 0 4 8 16 SCALE: 3/16" = 1'-0" 2 ELECTRICAL FIXURE LEGEND SHEET NUMBER: DRAWING INFORMATION: DATE: DRAWN BY: PROJECT: Steven E. Hutchins AIA Architects TEL 340-778-8898 FAX 340-778-7754 CHRISTIANSTED, ST. CROIX 109-113 ESTATE CASTLE COAKLEY U.S. VIRGIN ISLANDS 00822 FREDERIKSTED REVITALIZATION PROJECT PAUL E. JOSEPH BASEBALL STADIUM AND SPORT COMPLEX 05-08-2020 STAFF A7.22 CONCOURSE LEVEL PARTIAL REFLECTED CEILING PLAN 'B' ELEV. KEYPLAN N B A7.26 A7.25 CONCOURSE LEVEL PARTIAL REFLECTED CEILING PLAN B A7.22 A7.24 A7.25 0 4 8 16 SCALE: 3/16" = 1'-0" 2 CONCOURSE 203 103 STAIR 2 104 STAIR 1 ELECTRICAL FIXURE LEGEND SHEET NUMBER: DRAWING INFORMATION: DATE: DRAWN BY: PROJECT: Steven E. Hutchins AIA Architects TEL 340-778-8898 FAX 340-778-7754 CHRISTIANSTED, ST. CROIX 109-113 ESTATE CASTLE COAKLEY U.S. VIRGIN ISLANDS 00822 FREDERIKSTED REVITALIZATION PROJECT PAUL E. JOSEPH BASEBALL STADIUM AND SPORT COMPLEX 05-08-2020 STAFF A7.23 CONCOURSE LEVEL PARTIAL REFLECTED CEILING PLAN 'C' STAIR 3 KEYPLAN N C A7.26 A7.25 CONCOURSE LEVEL PARTIAL REFLECTED CEILING PLAN C A7.23-1 0 4 8 16 SCALE: 3/16" = 1'-0" 2 101 WOMENS MENS RECEPTION FITNESS CENTER SHEET NUMBER: DRAWING INFORMATION: DATE: DRAWN BY: PROJECT: Steven E. Hutchins AIA Architects TEL 340-778-8898 FAX 340-778-7754 CHRISTIANSTED, ST. CROIX 109-113 ESTATE CASTLE COAKLEY U.S. VIRGIN ISLANDS 00822 FREDERIKSTED REVITALIZATION PROJECT PAUL E. JOSEPH BASEBALL STADIUM AND SPORT COMPLEX 05-08-2020 STAFF A9.01 FIELD LEVEL SIGNAGE PLAN AND DETAILS STAIR 4 ELEV. CTRL. HOME SHO WOMEN STAIR 3 UP KEYPLAN N B A C FIELD LEVEL FLOOR PLAN A9.01 0 4 8 16 32 48 SCALE: 1/16" = 1'-0" CAM CAM VISITOR DUGOUT HOME DUGOUT HOME LKRS HOME TLT GRAND STAIR MEN VIP SEATING STAIR 1 STAIR 2 VISITOR SHO VISITOR LKRS VISITOR TLT SECURITY TICKETS ELEV. CONCESSIONS CONCESSIONS FIRST AD SOUV. UP UP UP UNIT SIGNAGE A9.01-4 ANSI UNIT SIGNAGE A9.01-5 TYPICAL SIGNAGE MOUNTING DIAGRAMS A9.01-2 TYPE - C TYPE - D SIGNAGE A9.10-3 TYPE - B TYPE - A SIGNAGE SIGNAGE SIGNAGE SIGNAGE SIGNAGE SIGNAGE SIGNAGE SIGNAGE SIGNAGE SIGNAGE SIGNAGE SIGNAGE SIGNAGE UNINHABITED SPACE UNINHABITED SPACE 101 WOMENS MENS RECEPTION FITNESS CENTER SHEET NUMBER: DRAWING INFORMATION: DATE: DRAWN BY: PROJECT: Steven E. Hutchins AIA Architects TEL 340-778-8898 FAX 340-778-7754 CHRISTIANSTED, ST. CROIX 109-113 ESTATE CASTLE COAKLEY U.S. VIRGIN ISLANDS 00822 FREDERIKSTED REVITALIZATION PROJECT PAUL E. JOSEPH BASEBALL STADIUM AND SPORT COMPLEX 05-08-2020 STAFF A9.02 CONCOURSE LEVEL SIGNAGE PLAN AND DETAILS STAIR 3 KEYPLAN N B A C CONCOURSE LEVEL FLOOR PLAN A9.02-1 0 4 8 16 32 48 SCALE: 1/16" = 1'-0" DN UNIT SIGNAGE A9.02-5 ANSI UNIT SIGNAGE A9.02-4 TYPICAL SIGNAGE MOUNTING DIAGRAMS A9.02-2 TYPE - C TYPE - D SIGNAGE A9.02-3 TYPE - B TYPE - A GRAND STAIR STAIR 1 STAIR 2 WOMEN MEN CONCOURSE CONCOURSE CONCOURSE ELEV STAIR 4 DN DN DN SIGNAGE SIGNAGE SIGNAGE SIGNAGE SIGNAGE SIGNAGE SIGNAGE PERMIT REQUIRED PARKING HANDICAPPED FINE $1,000 SHEET NUMBER: DRAWING INFORMATION: DATE: DRAWN BY: PROJECT: Steven E. Hutchins AIA Architects TEL 340-778-8898 FAX 340-778-7754 CHRISTIANSTED, ST. CROIX 109-113 ESTATE CASTLE COAKLEY U.S. VIRGIN ISLANDS 00822 FREDERIKSTED REVITALIZATION PROJECT PAUL E. JOSEPH BASEBALL STADIUM AND SPORT COMPLEX 05-08-2020 STAFF A9.12 PARKING LOT PLANS AND DETAILS KEYPLAN N B A C PARKING LOT PLAN A9.12-4 0 4 8 16 32 48 SCALE: 1/16" = 1'-0" H.C. PARKING SIGN A9.12-1 STOP SIGN DETAIL A9.12-2 WHEEL STOP A9.12-3 HANDICAPPED / STANDARD PARKING DETAIL A9.12-5 A10.01 SITE RAMP PLANS AND ELEVATIONS SHEET NUMBER: DRAWING INFORMATION: DATE: DRAWN BY: PROJECT: Steven E. Hutchins AIA Architects TEL 340-778-8898 FAX 340-778-7754 CHRISTIANSTED, ST. CROIX 109-113 ESTATE CASTLE COAKLEY U.S. VIRGIN ISLANDS 00822 FREDERIKSTED REVITALIZATION PROJECT PAUL E. JOSEPH BASEBALL STADIUM AND SPORT COMPLEX 05-08-2020 STAFF SITE STAIR PLAN A10.01-1 ADA RAMP #3 PLAN A10.01-4 ADA RAMP 2 ELEVATION A10.01-8 ADA RAMP 1 ELEVATION A10.01-6 ADA RAMP #3 ELEVATION (FRONT) A10.01-3 ADA RAMP #3 ELEVATION (RIGHT) A10.01-2 ADA RAMP PLAN #1 A10.01-5 ADA RAMP AND STAIR PLAN #2 A10.01-7 ADA RAMP 1 ELEVATION- OPPOSITE SIDE A10.01-6A 2 2 2 2 2 2 2 A10.02 SITE RAMP AND STAIR DETAILS SHEET NUMBER: DRAWING INFORMATION: DATE: DRAWN BY: PROJECT: Steven E. Hutchins AIA Architects TEL 340-778-8898 FAX 340-778-7754 CHRISTIANSTED, ST. CROIX 109-113 ESTATE CASTLE COAKLEY U.S. VIRGIN ISLANDS 00822 FREDERIKSTED REVITALIZATION PROJECT PAUL E. JOSEPH BASEBALL STADIUM AND SPORT COMPLEX 05-08-2020 STAFF ADA RAMP SECTION A10.02-3 STAIR SECTION A10.02-4 ADA RAMP SECTION A10.02-2 ADA RAMP SECTION A10.02-1 ADA LANDING SECTION A10.02-5 ADA RAMP SECTION A10.02-6 STAIR SECTION TO PARKING LOT A10.02-7 STAIR SECTION @ FRONT OF STADIUM A10.02-9 STAIR SECTION A10.02-8 RAMP SECTION @ FRONT OF STADIUM A10.02-10 RAMP SECTION @ FRONT OF STADIUM A10.02-11 20 21 25 26 27 30 31 G A11.01 TERRENCE MARTIN FIELD - SEATING LEVEL FLOOR PLAN BLEACHER SEATING OCC. LOAD = 146 BLEACHER SEATING OCC. LOAD = 146 BLEACHER SEATING OCC. LOAD = 252 SEATING LEVEL FLOOR PLAN A11.01 SHEET NUMBER: DRAWING INFORMATION: DATE: DRAWN BY: PROJECT: TEL 340-778-8898 FAX 340-778-7754 CHRISTIANSTED, ST. CROIX 109-113 ESTATE CASTLE COAKLEY U.S. VIRGIN ISLANDS 00822 Steven E. Hutchins AIA Architects FREDERIKSTED REVITALIZATION PROJECT PAUL E. JOSEPH BASEBALL STADIUM AND SPORT COMPLEX 05-08-2020 STAFF A11.02 TERRENCE MARTIN FIELD - ROOF PLAN ROOF ROOF ROOF ROOF PLAN A11.02 SHEET NUMBER: DRAWING INFORMATION: DATE: DRAWN BY: PROJECT: TEL 340-778-8898 FAX 340-778-7754 CHRISTIANSTED, ST. CROIX 109-113 ESTATE CASTLE COAKLEY U.S. VIRGIN ISLANDS 00822 Steven E. Hutchins AIA Architects FREDERIKSTED REVITALIZATION PROJECT PAUL E. JOSEPH BASEBALL STADIUM AND SPORT COMPLEX 05-08-2020 STAFF 20 21 25 26 27 30 31 A11.03 TERRENCE MARTIN FIELD SECTIONS AND ELEVATIONS SECTION A11.03-2 SEATING ELEVATION A11.03-4 SHEET NUMBER: DRAWING INFORMATION: DATE: DRAWN BY: PROJECT: TEL 340-778-8898 FAX 340-778-7754 CHRISTIANSTED, ST. CROIX 109-113 ESTATE CASTLE COAKLEY U.S. VIRGIN ISLANDS 00822 Steven E. Hutchins AIA Architects FREDERIKSTED REVITALIZATION PROJECT PAUL E. JOSEPH BASEBALL STADIUM AND SPORT COMPLEX 05-08-2020 STAFF ENLARGED TOILET PLAN 1 A11.03-1 SECTION 4 - BLEACHER @ TOILET ROOM A11.03-5 25 26 27 G SHEET NUMBER: DRAWING INFORMATION: DATE: DRAWN BY: PROJECT: TEL 340-778-8898 FAX 340-778-7754 CHRISTIANSTED, ST. CROIX 109-113 ESTATE CASTLE COAKLEY U.S. VIRGIN ISLANDS 00822 Steven E. Hutchins AIA Architects FREDERIKSTED REVITALIZATION PROJECT PAUL E. JOSEPH BASEBALL STADIUM AND SPORT COMPLEX 05-08-2020 STAFF A11.05 TERRENCE MARTIN FIELD BAT AND HELMET RACK A11.05-2 BAT AND HELMET RACK ELEVATION A11.05-3 INFIELD FENCE AT SIDELINES A11.05-4 FIELD WALL DETAIL AT BULLPEN A11.05-5 BACKSTOP CABLE DETAIL A11.05-6 OUTFIELD WALL GATE DETAIL A11.05-7 BACKSTOP CABLE DETAIL A11.05-8 BULL PEN DETAIL A11.05-9 BACKSTOP DETAIL @ TM PRACTICE FIELDS A11.05-10 NOT USED NOT USED FIELD SITE DETAILS LED SCOREBOARD TM FIELD SCOREBOARD A11.05-1 SHEET NUMBER: DRAWING INFORMATION: DATE: DRAWN BY: PROJECT: TEL 340-778-8898 FAX 340-778-7754 CHRISTIANSTED, ST. CROIX 109-113 ESTATE CASTLE COAKLEY U.S. VIRGIN ISLANDS 00822 Steven E. Hutchins AIA Architects FREDERIKSTED REVITALIZATION PROJECT PAUL E. JOSEPH BASEBALL STADIUM AND SPORT COMPLEX 05-08-2020 STAFF A11.06 TERRENCE MARTIN FIELD FIELD SITE DETAILS TYP FOUL POLE DTL @ TM PRACTICE FIELD A11.06-1 TYPICAL DUGOUT PLAN @TM PRACTICE FIELD A11.06-2 TYP. DUGOUT SECTION @ TM PRACTICE FIELD A11.06-3 NOT USED NOT USED SHEET NUMBER: DRAWING INFORMATION: DATE: DRAWN BY: PROJECT: Steven E. Hutchins AIA Architects TEL 340-778-8898 FAX 340-778-7754 CHRISTIANSTED, ST. CROIX 109-113 ESTATE CASTLE COAKLEY U.S. VIRGIN ISLANDS 00822 FREDERIKSTED REVITALIZATION PROJECT PAUL E. JOSEPH BASEBALL STADIUM AND SPORT COMPLEX 05-08-2020 STAFF A11.07 TERRENCE MARTIN FIELD TOILET ROOM ENLARGED PLAN AND INTERIOR ELEVATIONS WOMEN (#101) A11.07-6 WOMEN (#101) A11.07-7 WOMEN (#101) A11.07-8 MEN (#100) A11.07-2 MEN (#100) A11.07-3 MEN (#100) A11.07-4 MEN (#100) A11.07-5 WOMEN (#101) A11.07-9 ENLARGED TOILET PLAN 1 A11.07-1 G 25 26 27 BATHROOM ACCESSORY SCHEDULE E F G 20 21 25 26 27 30 31 G G 101 WOMENS MENS RECEPTION FITNESS CENTER SHEET NUMBER: DRAWING INFORMATION: DATE: DRAWN BY: PROJECT: Steven E. Hutchins AIA Architects TEL 340-778-8898 FAX 340-778-7754 CHRISTIANSTED, ST. CROIX 109-113 ESTATE CASTLE COAKLEY U.S. VIRGIN ISLANDS 00822 FREDERIKSTED REVITALIZATION PROJECT PAUL E. JOSEPH BASEBALL STADIUM AND SPORT COMPLEX 05-08-2020 STAFF A11.08 TERRENCE MARTIN FIELD - KEYPLAN N B A C FIELD LEVEL FLOOR PLAN A11.08-1 0 4 8 16 32 48 SCALE: 1/16" = 1'-0" UNIT SIGNAGE A11.08-4 ANSI UNIT SIGNAGE A11.08-5 TYPE - C TYPE - D SIGNAGE A11.08-3 TYPE - B TYPE - A FIELD LEVEL SIGNAGE PLAN AND DETAILS BLEACHER SEATING BLEACHER SEATING BLEACHER SEATING SIGNAGE SIGNAGE SIGNAGE SIGNAGE SIGNAGE SIGNAGE TYPICAL SIGNAGE MOUNTING DIAGRAMS A11.08-2 SHEET NUMBER: DRAWING INFORMATION: DATE: DRAWN BY: PROJECT: TEL 340-778-8898 FAX 340-778-7754 CHRISTIANSTED, ST. CROIX 109-113 ESTATE CASTLE COAKLEY U.S. VIRGIN ISLANDS 00822 Steven E. Hutchins AIA Architects FREDERIKSTED REVITALIZATION PROJECT PAUL E. JOSEPH BASEBALL STADIUM AND SPORT COMPLEX 05-08-2020 STAFF PF1.00 PEJS STADIUM BULLPEN DUGOUT BLEACHERS PEJS FIELD LAYOUT PLAN PF 1.00 NATURAL TURF PROFILE PF 1.00- A NATURAL TURF PROFILE PF 1.00-B PLAYING FIELD LEGEND NATURAL TURF PROFILE RE: A THIS SHEET INFIELD SKINNED AREA PROFILE RE: B THIS SHEET WARNING TRACK PROFILE RE: C THIS SHEET PLAYING FIELD NOTES 1. RE: ARCH. DRAWINGS FOR OUTFILED FENCE, PADS,AND STADIUM WALL LAYOUT AND NOTES. 2. RE:PF1.01 FOR ADDITIONAL INFORMATION CONCERNING INFIELD AND BASE LAYOUT 3. ALL FIELD MARKINGS ARE FOR REFERENCE ONLY. APPLICATION BY GROUNDS KEEPER. 4. ROOT ZONE MIX TO BE BLENDED OFF-SITE. DELIVERY AND STORAGE OF APPROVED MIX ON-SITE TO BE COORDINATED WITH THE CONSTRUCTION MANAGER 5. CONSTRUCTION OF PITCHING MOUNDS AND INSTALLATION OF BASES TO BE DONE UNDER THE OBSERVATION OF THE GROUNDS KEEPER 6. ALL DIMENSIONS, MARKINGS AND MATERIALS ARE SYMMETRICAL ABOUT THE FIELD CENTERLINE UNLESS OTHERWISE NOTED. 7. ALL HOME PLATE AREAS DESIGNED TO BE ARTIFICIAL TURF SHALL BE BROWN IN COLOR TO CLOSELY MATCH THE HOME PLATE AREA OF THE PLAYING FIELD. HOME PLATES SHALL BE WHITE SEWN IN ARTIFICIAL TURF. LAYOUT PLANS AND PROFILES NATURAL TURF PROFILE PF 1.00-C BLEACHERS DUGOUT BLEACHERS BLEACHERS BULLPEN FOUL LINES TO BE APPLIED BY OWNER 330' LEFT FILED 330' LEFT FILED FOUL LINES TO BE APPLIED BY OWNER 400'-0" CENTER FIELD 341'-0" LEFT FIELD 357'-0" RIGHT FIELD 2-PF1.01 LEFT FIELD BULLPEN FIELD WALL RE: ARCHITECTURAL C- PF1.00 OUTFIELD WALL RE: ARCHITECTURAL A- PF1.00 A- PF1.00 C- PF1.00 C- PF1.00 B- PF1.00 OUTFIELD WALL RE: ARCHITECTURAL 3-PF1.01 RIGHT FIELD BULLPEN SHEET NUMBER: DRAWING INFORMATION: DATE: DRAWN BY: PROJECT: TEL 340-778-8898 FAX 340-778-7754 CHRISTIANSTED, ST. CROIX 109-113 ESTATE CASTLE COAKLEY U.S. VIRGIN ISLANDS 00822 Steven E. Hutchins AIA Architects FREDERIKSTED REVITALIZATION PROJECT PAUL E. JOSEPH BASEBALL STADIUM AND SPORT COMPLEX 05-08-2020 STAFF PF1.01 PEJS STADIUM DUGOUT BLEACHERS PEJS STADIUM FIELD LAYOUT PLAN PF 1.01-1 PLAYING FIELD LEGEND NATURAL TURF PROFILE RE: A THIS SHEET INFIELD SKINNED AREA PROFILE RE: B THIS SHEET WARNING TRACK PROFILE RE: C THIS SHEET PLAYING FIELD NOTES 1. RE: ARCH. DRAWINGS FOR OUTFILED FENCE, PADS,AND STADIUM WALL LAYOUT AND NOTES. 2. RE:PF4-01 FOR ADDITIONAL INFORMATION CONCERNING INFIELD AND BASE LAYOUT 3. ALL FIELD MARKINGS ARE FOR REFERENCE ONLY. APPLICATION BY GROUNDS KEEPER. 4. ROOT ZONE MIX TO BE BLENDED OFF-SITE. DELIVERY AND STORAGE OF APPROVED MIX ON-SITE TO BE COORDINATED WITH THE CONSTRUCTION MANAGER 5. CONSTRUCTION OF PITCHING MOUNDS AND INSTALLATION OF BASES TO BE DONE UNDER THE OBSERVATION OF THE GROUNDS KEEPER 6. ALL DIMENSIONS, MARKINGS AND MATERIALS ARE SYMMETRICAL ABOUT THE FIELD CENTERLINE UNLESS OTHERWISE NOTED. 7. ALL HOME PLATE AREAS DESIGNED TO BE ARTIFICIAL TURF SHALL BE BROWN IN COLOR TO CLOSELY MATCH THE HOME PLATE AREA OF THE PLAYING FIELD. HOME PLATES SHALL BE WHITE SEWN IN ARTIFICIAL TURF. FIELD BULLPEN LAYOUT (LEFT FIELD) PF 1.01-2 FIELD BULLPEN LAYOUT (RIGHT FIELD) PF 1.01-3 WARNING TRACK PROFILE RE: C THIS SHEET PF2.00 WARNING TRACK PROFILE RE: C THIS SHEET PF2.00 INFIELD AND BULLPEN LAYOUT PLANS C- PF1.00 C- PF1.00 C- PF1.00 A- PF1.00 A- PF1.00 A- PF1.00 B- PF1.00 B- PF1.00 C- PF1.00 C- PF1.00 CENTER LINE OF FIELD CENTER LINE OF FIELD APEX OF HOME PLATE R15'-0" CENTER POINT APEX OF HOME PLATE FRONT OF PITCHING RUBBER C- PF1.02 BACK OF FIRST BASE BACK OF THIRD BASE CENTER OF SECOND BASE BLEACHERS PITCHERS MOUND LAYOUT CENTER POINT= FRONT CENTER OF PITCHING RUBBER 2-PF1.01 LEFT FIELD BULLPEN 3-PF1.01 RIGHT FIELD BULLPEN SHEET NUMBER: DRAWING INFORMATION: DATE: DRAWN BY: PROJECT: TEL 340-778-8898 FAX 340-778-7754 CHRISTIANSTED, ST. CROIX 109-113 ESTATE CASTLE COAKLEY U.S. VIRGIN ISLANDS 00822 Steven E. Hutchins AIA Architects FREDERIKSTED REVITALIZATION PROJECT PAUL E. JOSEPH BASEBALL STADIUM AND SPORT COMPLEX 05-08-2020 STAFF PF1.02 PEJS STADIUM TM FIELD BULLPEN LAYOUT (LEFT FIELD) PF 1.02-1 BASE INSTALLATION PF 1.02-3 HOME PLATE INSTALLATION PF 1.02-4 PITCHING RUBBER INSTALLATION PF 1.02-5 PITCHERS MOUND- PLAN VIEW PF 1.02-2 ON FIELD GANG MOUND DETAIL PF 1.02-6 PITCHERS MOUND PF 1.02-7 PLAYING FIELD LAYOUT DETAILS SHEET NUMBER: DRAWING INFORMATION: DATE: DRAWN BY: PROJECT: TEL 340-778-8898 FAX 340-778-7754 CHRISTIANSTED, ST. CROIX 109-113 ESTATE CASTLE COAKLEY U.S. VIRGIN ISLANDS 00822 Steven E. Hutchins AIA Architects FREDERIKSTED REVITALIZATION PROJECT PAUL E. JOSEPH BASEBALL STADIUM AND SPORT COMPLEX 05-08-2020 STAFF PF2.00 PEJS STADIUM PEJS STADIUM FIELD GRADING PLAN PF 2.00 PLAYING FIELD LEGEND NATURAL TURF PROFILE RE: A THIS SHEET INFIELD SKINNED AREA PROFILE RE: B THIS SHEET WARNING TRACK PROFILE RE: C THIS SHEET PLAYING FIELD NOTES 1. RE: ARCH. DRAWINGS FOR STADIUM WALL LAYOUT AND MATERIAL NOTES. 2. GRADE FIELD TO A SMOOTH EVEN PLAYING SURFACE TO THE SPOT ELEVATIONS AND CONTOUR INDICATED. 3. CONTOUR INTERVAL IS ON- TENTH FOOT. UNLESS OTHERWISE INDICATED. 4. CONTOURS ARE +/- ELEVATIONS FROM THE FIELD BASE ELEVATION PF XXX.XX SLOPE 0.75% SLOPE 1.0% SLOPE 1.5% SLOPE 0.75% SLOPE 1.0% SLOPE 0.75% SLOPE 1.0% SLOPE 1.5% FLAT INFIELD + 0.50 300 301 PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR PLAYING FIELD GRADING PLAN DUGOUT BLEACHERS BLEACHERS BULLPEN BULLPEN DUGOUT BLEACHERS BLEACHERS SLOPE 1.5% SHEET NUMBER: DRAWING INFORMATION: DATE: DRAWN BY: PROJECT: TEL 340-778-8898 FAX 340-778-7754 CHRISTIANSTED, ST. CROIX 109-113 ESTATE CASTLE COAKLEY U.S. VIRGIN ISLANDS 00822 Steven E. Hutchins AIA Architects FREDERIKSTED REVITALIZATION PROJECT PAUL E. JOSEPH BASEBALL STADIUM AND SPORT COMPLEX 05-08-2020 STAFF PF3.00 PEJS STADIUM PEJS STADIUM - FIELD GRADING PLAN PF 3.00-1 PLAYING FIELD LEGEND NATURAL TURF PROFILE RE: A THIS SHEET INFIELD SKINNED AREA PROFILE RE: B THIS SHEET WARNING TRACK PROFILE RE: C THIS SHEET PLAYING FIELD NOTES 1. CONTRACTOR TO AVOID EXCESSIVE TRAFFIC OVER COMPLETED DRAINAGE SYSTEM TO AVOID CRUSHING OF THE PIPES. 2. CONTRACTOR TO PROVIDE PROOF OF POSITIVE DRAINAGE PRIOR TO BACKFILLING OF PIPE. 3. LATERAL PIPING SHALL HAVE A MINIMUM SLOPE OF 0.5% 4. PERIMETER COLLECTOR TO HAVE A MINIMUM SLOPE OF 0.5% 300 301 PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR 6" PERFORATED COLLECTOR PIPE RE: PF4.00-2 CO COLLECTOR CLEANOUT PIPE RE: PF4.00-3 TM FIELD PERIMETER WALL DRAIN PF 3.00-2 TM FIELD PERIMETER WALL DRAIN CLEAN OUT PF 3.00-3 PLAYING FIELD DRAINAGE PLAN FLAT INFIELD + 0.50 CO CO CO CO CO CO SHEET NUMBER: DRAWING INFORMATION: DATE: DRAWN BY: PROJECT: TEL 340-778-8898 FAX 340-778-7754 CHRISTIANSTED, ST. CROIX 109-113 ESTATE CASTLE COAKLEY U.S. VIRGIN ISLANDS 00822 Steven E. Hutchins AIA Architects FREDERIKSTED REVITALIZATION PROJECT PAUL E. JOSEPH BASEBALL STADIUM AND SPORT COMPLEX 05-08-2020 STAFF PF4.01 TERRENCE MARTIN FIELD BULLPEN DUGOUT BLEACHERS BLEACHERS BLEACHERS DUGOUT BULLPEN B3 B4 A4 A3 TM FIELD LAYOUT PLAN PF 4.01 NATURAL TURF PROFILE PF 4.01- A NATURAL TURF PROFILE PF 4.01-B NATURAL TURF PROFILE PF 4.01-C PLAYING FIELD LEGEND NATURAL TURF PROFILE RE: A THIS SHEET INFIELD SKINNED AREA PROFILE RE: B THIS SHEET WARNING TRACK PROFILE RE: C THIS SHEET PLAYING FIELD NOTES 1. RE: ARCH. DRAWINGS FOR OUTFILED FENCE, PADS,AND STADIUM WALL LAYOUT AND NOTES. 2. RE:PF4-02 FOR ADDITIONAL INFORMATION CONCERNING INFIELD AND BASE LAYOUT 3. ALL FIELD MARKINGS ARE FOR REFERENCE ONLY. APPLICATION BY GROUNDS KEEPER. 4. ROOT ZONE MIX TO BE BLENDED OFF-SITE. DELIVERY AND STORAGE OF APPROVED MIX ON-SITE TO BE COORDINATED WITH THE CONSTRUCTION MANAGER 5. CONSTRUCTION OF PITCHING MOUNDS AND INSTALLATION OF BASES TO BE DONE UNDER THE OBSERVATION OF THE GROUNDS KEEPER 6. ALL DIMENSIONS, MARKINGS AND MATERIALS ARE SYMMETRICAL ABOUT THE FIELD CENTERLINE UNLESS OTHERWISE NOTED. 7. ALL HOME PLATE AREAS DESIGNED TO BE ARTIFICIAL TURF SHALL BE BROWN IN COLOR TO CLOSELY MATCH THE HOME PLATE AREA OF THE PLAYING FIELD. HOME PLATES SHALL BE WHITE SEWN IN ARTIFICIAL TURF. LAYOUT PLANS AND PROFILES SHEET NUMBER: DRAWING INFORMATION: DATE: DRAWN BY: PROJECT: TEL 340-778-8898 FAX 340-778-7754 CHRISTIANSTED, ST. CROIX 109-113 ESTATE CASTLE COAKLEY U.S. VIRGIN ISLANDS 00822 Steven E. Hutchins AIA Architects FREDERIKSTED REVITALIZATION PROJECT PAUL E. JOSEPH BASEBALL STADIUM AND SPORT COMPLEX 05-08-2020 STAFF PF4.02 TERRENCE MARTIN FIELD BULLPEN DUGOUT BLEACHERS BLEACHERS BLEACHERS DUGOUT BULLPEN B3 B4 A3 TM FIELD LAYOUT PLAN PF 4.02-1 PLAYING FIELD LEGEND NATURAL TURF PROFILE RE: A THIS SHEET INFIELD SKINNED AREA PROFILE RE: B THIS SHEET WARNING TRACK PROFILE RE: C THIS SHEET PLAYING FIELD NOTES 1. RE: ARCH. DRAWINGS FOR OUTFILED FENCE, PADS,AND STADIUM WALL LAYOUT AND NOTES. 2. RE:PF4-01 FOR ADDITIONAL INFORMATION CONCERNING INFIELD AND BASE LAYOUT 3. ALL FIELD MARKINGS ARE FOR REFERENCE ONLY. APPLICATION BY GROUNDS KEEPER. 4. ROOT ZONE MIX TO BE BLENDED OFF-SITE. DELIVERY AND STORAGE OF APPROVED MIX ON-SITE TO BE COORDINATED WITH THE CONSTRUCTION MANAGER 5. CONSTRUCTION OF PITCHING MOUNDS AND INSTALLATION OF BASES TO BE DONE UNDER THE OBSERVATION OF THE GROUNDS KEEPER 6. ALL DIMENSIONS, MARKINGS AND MATERIALS ARE SYMMETRICAL ABOUT THE FIELD CENTERLINE UNLESS OTHERWISE NOTED. 7. ALL HOME PLATE AREAS DESIGNED TO BE ARTIFICIAL TURF SHALL BE BROWN IN COLOR TO CLOSELY MATCH THE HOME PLATE AREA OF THE PLAYING FIELD. HOME PLATES SHALL BE WHITE SEWN IN ARTIFICIAL TURF. TM FIELD BULLPEN LAYOUT (LEFT FIELD) PF 4.02-2 TM FIELD BULLPEN LAYOUT (RIGHT FIELD) PF 4.02-3 WARNING TRACK PROFILE RE: C THIS SHEET PF2.00 WARNING TRACK PROFILE RE: C THIS SHEET PF2.00 INFIELD AND BULLPEN LAYOUT PLANS SHEET NUMBER: DRAWING INFORMATION: DATE: DRAWN BY: PROJECT: TEL 340-778-8898 FAX 340-778-7754 CHRISTIANSTED, ST. CROIX 109-113 ESTATE CASTLE COAKLEY U.S. VIRGIN ISLANDS 00822 Steven E. Hutchins AIA Architects FREDERIKSTED REVITALIZATION PROJECT PAUL E. JOSEPH BASEBALL STADIUM AND SPORT COMPLEX 05-08-2020 STAFF PF4.03 TERRENCE MARTIN FIELD TM FIELD BULLPEN LAYOUT (LEFT FIELD) PF 4.03-1 BASE INSTALLATION PF 4.03-3 HOME PLATE INSTALLATION PF 4.03-4 PITCHING RUBBER INSTALLATION PF 4.03-5 PITCHERS MOUND- PLAN VIEW PF 4.03-2 ON FIELD GANG MOUND DETAIL PF 4.03-6 PITCHERS MOUND PF 4.03-7 PLAYING FIELD LAYOUT DETAILS SHEET NUMBER: DRAWING INFORMATION: DATE: DRAWN BY: PROJECT: TEL 340-778-8898 FAX 340-778-7754 CHRISTIANSTED, ST. CROIX 109-113 ESTATE CASTLE COAKLEY U.S. VIRGIN ISLANDS 00822 Steven E. Hutchins AIA Architects FREDERIKSTED REVITALIZATION PROJECT PAUL E. JOSEPH BASEBALL STADIUM AND SPORT COMPLEX 05-08-2020 STAFF PF5.00 TERRENCE MARTIN FIELD BULLPEN DUGOUT BLEACHERS BLEACHERS BLEACHERS DUGOUT BULLPEN B3 B4 A3 TM FIELD GRADING PLAN PF 5.00 PLAYING FIELD LEGEND NATURAL TURF PROFILE RE: A THIS SHEET INFIELD SKINNED AREA PROFILE RE: B THIS SHEET WARNING TRACK PROFILE RE: C THIS SHEET PLAYING FIELD NOTES 1. RE: ARCH. DRAWINGS FOR STADIUM WALL LAYOUT AND MATERIAL NOTES. 2. GRADE FIELD TO A SMOOTH EVEN PLAYING SURFACE TO THE SPOT ELEVATIONS AND CONTOUR INDICATED. 3. CONTOUR INTERVAL IS ON- TENTH FOOT. UNLESS OTHERWISE INDICATED. 4. CONTOURS ARE +/- ELEVATIONS FROM THE FIELD BASE ELEVATION PF XXX.XX SLOPE 0.75% SLOPE 1.0% SLOPE 1.5% SLOPE 0.75% SLOPE 1.0% SLOPE 1.5% SLOPE 0.75% SLOPE 1.0% SLOPE 1.5% FLAT INFIELD + 0.50 300 301 PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR PLAYING FIELD GRADING PLAN SHEET NUMBER: DRAWING INFORMATION: DATE: DRAWN BY: PROJECT: TEL 340-778-8898 FAX 340-778-7754 CHRISTIANSTED, ST. CROIX 109-113 ESTATE CASTLE COAKLEY U.S. VIRGIN ISLANDS 00822 Steven E. Hutchins AIA Architects FREDERIKSTED REVITALIZATION PROJECT PAUL E. JOSEPH BASEBALL STADIUM AND SPORT COMPLEX 05-08-2020 STAFF PF6.00 TERRENCE MARTIN FIELD BULLPEN DUGOUT BLEACHERS BLEACHERS BLEACHERS DUGOUT BULLPEN B3 B4 A3 TM FIELD GRADING PLAN PF 6.00-1 PLAYING FIELD LEGEND NATURAL TURF PROFILE RE: A THIS SHEET INFIELD SKINNED AREA PROFILE RE: B THIS SHEET WARNING TRACK PROFILE RE: C THIS SHEET PLAYING FIELD NOTES 1. CONTRACTOR TO AVOID EXCESSIVE TRAFFIC OVER COMPLETED DRAINAGE SYSTEM TO AVOID CRUSHING OF THE PIPES. 2. CONTRACTOR TO PROVIDE PROOF OF POSITIVE DRAINAGE PRIOR TO BACKFILLING OF PIPE. 3. LATERAL PIPING SHALL HAVE A MINIMUM SLOPE OF 0.5% 4. PERIMETER COLLECTOR TO HAVE A MINIMUM SLOPE OF 0.5% SLOPE 0.75% SLOPE 1.0% SLOPE 1.5% SLOPE 0.75% SLOPE 1.0% SLOPE 1.5% SLOPE 0.75% SLOPE 1.0% SLOPE 1.5% FLAT INFIELD + 0.50 300 301 PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR 6" PERFORATED COLLECTOR PIPE RE: PF4.00-2 CO COLLECTOR CLEANOUT PIPE RE: PF4.00-3 CO CO CO CO CO CO TM FIELD PERIMETER WALL DRAIN PF 6.00-2 TM FIELD PERIMETER WALL DRAIN CLEAN OUT PF 6.00-3 PLAYING FIELD DRAINAGE PLAN X: \2014\14188 (Paul E Joseph Stadium and Sports Complex)\14188_dwg\14188 SO.01 DESIGN CRITERIA & GNERAL NOTES.dwg, 04/02/2020 11:46 AM, agutierrez ©) 2018 THIS DRAWING IS THE INSTRUMENT OF SERVICE AND PROPERTY OF MCVEIGH & MANGUM ENGINEERING, INC. THE USE OF THIS DRAWING SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH IT WAS PREPARED, ANY USE OR REPRODUCTION WITHOUT THE EXPRESSED WRITTEN PERMISSION OF THIS CORPORATION IS PROHIBITED IN UCTURAL ABBREVIATIONS. OrOa* NUMBER OR POUND ROUND OR DIAMETER SQUARE AND AT ALUMINUM ANCHOR ROD ARCHITECTURE ASSEMBLY BOTTOM OF BETWEEN BOTTOM BEAM BUILDING BASE PLATE BEARING CENTER TO CENTER CANTILEVER CONSTRUCTION JOINT CENTER LINE CLEAR CONCRETE MASONRY UNIT COLUMN CONCRETE CONNECTION CONSTRUCTION CONTINUOUS CONTRACTION CENTER CENTERED DEFORMED BAR ANCHOR DEFLECTION DETAIL DIAGONAL DIAMETER DIFFERENT DIMENSION DITTO DRAWING EACH EACH FACE EXPANSION JOINT ELEVATION ELECTRICAL ELEVATOR ENGINEER EQUAL EQUIPMENT EXISTING EXPANSION EXTERIOR EACH WAY FLAT BAR FLOOR DRAIN FOUNDATION FINISH FLOOR FLOOR FAR SIDE FOOTING GA GALV GT HGT HORIZ HSA HT IF INFO INT JNT JST PNL PREFAB PSF PSI QTY R OR RAD RD REF REINF REQ REQ’D RET REV GAGE GALVANIZED GENERAL CONTRACTOR GIRDER TRUSS HEIGHT HORIZONTAL HEADED STUD ANCHOR HEIGHT INSIDE FACE INFORMATION INTERIOR JOINT JOIST POUND LONG LONG LEG HORIZONTAL LONG LEG VERTICAL LONG SIDE HORIZONTAL LONG SIDE VERTICAL MANUFACTURER MATERIAL MAXIMUM MECHANICAL MINIMUM MISCELLANEOUS NOT IN CONTRACT NUMBER NEAR SIDE NOT TO SCALE ON CENTER OUTSIDE DIAMETER OUTSIDE FACE OUT TO OUT OPENING OPPOSITE PERPENDICULAR PLATE PANEL PREFABRICATED POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH QUANTITY RADIUS ROUND REFERENCE REINFORCE(MENT) REQUIRE REQUIRED RETAINING REVISION SCHED SECT SIM SPA SPEC SQ STD STIFF STL STR STRUCT SYM T&B T/ SCHEDULE SECTION SIMILAR SPACE SPECIFICATION SQUARE STANDARD STIFFENER STEEL STRAIGHT STRUCTURAL SYMMETRICAL TOP & BOTTOM TOP OF T/U PANEL TILT—UP PANEL TE THK THRD TRANSV TS TYP UON VER VERT W/ W/O WP WS WWF THICKENED EDGE THICK THREADED TRANSVERSE THICKENED SLAB TYPICAL UNLESS OTHERWISE NOTED VERIFY VERTICAL WITH WITHOUT WORK POINT WATERSTOP WELDED WIRE FABRIC H— PLAN, SECTION OR DETAIL NO. H— SHEET NUMBER NORTH ARROW KEYED NOTE TO PLAN FOUNDATION TYPE — Eu) oo’ @ A REVISION NUMBER FOOTING STEP DESIGN CRITERIA DESIGN PER 2018 INTERNATIONAL BUILDING CODE, UNLESS OTHERWISE NOTED. LIVE LOADS: ROOFS AND CANOPIES: (REDUCIBLE) Le . 20 PSF STAIRS & SEATING AREA STEPPED AISLES .................. 00.0.0, . 100 PSF CONCOURSE... 1... ee . 100 PSF BLEACHER SEATING. ........... 0.000000. 00 2 eee 100 PSF DEAD LOADS: (SUPERIMPOSED NOT INCLUDING STRUCTURE SELF WEIGHT) FLOOR . ow. . 20 PSF ROOFS . 2... ee 15 PSF WIND LOADS: ULTIMATE WIND SPEED: (ASCE 7-16). ........ 0... . 175 MPH NOMINAL WIND SPEED: .......... 0.0... 0.0 eee ee . 136 MPH MEAN ROOF HEIGHT. ........... 00.00.0000 0000 ee eee . 30 FT RISK CATEGORY . 20... eee ; III WIND EXPOSURE . «1... 2... ee ; D ENCLOSURE CLASSIFICATION. ©... 0.0.0.0... 000 cee ee . ENCLOSED INTERNAL PRESSURE COEFFICIENT. ... 0.0.0.0... 0.0.0.0... 0.00 2c eee . £ 0.18 DIRECTIONALITY FACTOR (Kd). 2.0.2... ee 0.85 SHAPE FACTORS... 0... eee . PER CODE THIS BUILDING IS LOCATED IN THE WIND BORNE DEBRIS REGION. IMPACT RESISTANT GLAZING IS REQUIRED. SEISMIC: IMPORTANCE FACTOR, | . 1... ee ; 1.25 SEISMIC USE GROUP. ..... 2... ee III MAPPED SPECTRAL RESPONSE ACCELERATION, Ss. .................. . 0.900 MAPPED SPECTRAL RESPONSE ACCELERATION, S1................... . 0.320 SITE CLASS 2.0. eee ; E SPECTRAL RESPONSE COEFFICIENT, Sds..................0.000000004 0.612 SPECTRAL RESPONSE COEFFICIENT, Sd1.............. 0. ..... 0.00002. 0.580 SEISMIC DESIGN CATEGORY. ..........0. 0.000002 02 eee eee ; D BASIC STRUCTURAL SYSTEM. ........... 0.0.0.0 0000 eee. . BEARING WALL SEISMIC RESISTING SYSTEM........ SPECIAL REINFORCED CONCRETE SHEAR WALLS RESPONSE MODIFICATION FACTOR, R...... 2.2.0.0... 00002022, , 6 ANALYSIS PROCEDURE. .................. 0. .0.0045. . EQUIV LATERAL FORCE SEISMIC RESPONSE COEFFICIENT, Cs . 1... 2... 2. ee . 0.128 DESIGN BASE SHEAR, V ; COASTAL AND FLOOD LOADS: IN ACCORDANCE WITH DIRECTION GIVEN, OUR CURRENT DESIGN DISREGARDS POTENTIAL IMPACT FROM THE EFFECTS OF A SIGNIFICANT STORM OR FLOOD EVENT. THE IMPACT FROM FLOOD LOADS, SCOUR, EROSION AND WAVE ACTION HAVE NOT BEEN CONSIDERED IN OUR PRESENT DESIGN. OUR CURRENT DESIGN WILL BE ADJUSTED AS REQUIRED, IF NECESSARY, IN ORDER TO ACCOMMODATE THESE EFFECTS, BASED ON THE EVALUATION AND RECOMMENDATIONS OF THE PROJECT'S COASTAL DESIGN ENGINEER. THE CHANGES TO OUR CURRENT DESIGN MAY BE SIGNIFICANT. CONCRETE (DESIGN PER CURRENT EDITION ACI 318) MAT FOUNDATION. ...........0000000 00000000 . F’C= 4000 PSI FOOTINGS /PILE CAPS. .... 0... 0.0000. ce F’C= 4000 PSI COLUMNS, WALLS & FLOOR FRAMING. ...................... . F’°C= 5000 PSI PILES. 2.0 ee F’C= 5000 PSI ALL OTHER CONCRETE. ............00 200000000 eee een . F’C= 4000 PSI ALL REINFORCING STEEL ASTM A615 GRADE 60. REINFORCING STEEL SHOWN ON THESE DRAWINGS TO BE WELDED SHALL BE ASTM A706 AND WELDING SHALL BE IN ACCORDANCE WITH AWS D1.4. WELDED WIRE FABRIC - - +e ee . ASTM A185 CONCRETE MASONRY (DESIGN PER CURRENT EDITION ACI 530) COMPRESSIVE STRENGTH. .......... 0.0.00. e eee eee . F’'M= 1500 PSI STRUCTURAL STEEL (DESIGN PER CURRENT EDITION AISC), UNLESS OTHERWISE NOTED (UON) MATERIALS SHALL BE AS FOLLOWS: W-SHAPES. 000 ees _ ASTM 992, Fy=50 KSI OTHER SHAPES & PLATES. ..........-..00 0000 e eevee. _ ASTM A36, Fy=36 KSI HSS SQUARE & RECTANGULAR SHAPES......... ASTM A500 GRADE B, Fy=46 KSI HSS ROUND SHAPES. ..................... ASTM A500 GRADE B, Fy=42 KSI STEEL PIPES... 02.002. ASTM A53 GRADE B, Fy=35 KSI WELDING ELECTRODES ..................000005 AWS A5.1 OR A5.5 SERIES E70 HIGH-STRENGTH BOLTS ........0..0 000000 cece eee. . Yb ASTM A325 ANCHOR RODS ...........0. 00000 e cece eee eee es GRADE 36 ASTM F1554 WELDED STUDS «00... ASTM A108 DEFORMED BARS 00... ees _ ASTM A496 WELDABLE BARS . 20.6.0. 2.0 _ ASTM A706 PAINT & PROTECTION. 0.0.2.2... 0.00.0 ccc eet eee eee eee SSPC PAINT 25 SOIL BEARING (DESIGN MAXIMUM). 2.00.0... 00000000000 cece eee. . 3500 PSF PILE CAPACITY (DESIGN MAXIMUM BASED ON 85’—0” MINIMUM EMBEDMENT): STEEL PILE DIAMETER PILE BEARING PILE TENSION (KIPS) —PILE_LATERAL (KIPS ( ) 16” 160 KIPS 80 KIPS 10 KIPS OUR CURRENT FOUNDATION DESIGN IS BASED ON THE PILE DATA OUTLINED ABOVE. THESE VALUES ARE TAKEN FROM THE PROJECT’S PIPE PILE ANALYSIS REPORT, PREPARED BY VITEST ENGINEERS, DATED DECEMBER 12, 2018. OUR CURRENT FOUNDATION DESIGN WILL BE MODIFIED AS REQUIRED, IF NECESSARY, TO INCORPORATE THE RECOMMENDATIONS OF THE PROJECT'S FINAL GEOTECHNICAL REPORT. THE FINAL REPORT SHALL SPECIFICALLY REFLECT THE FINAL LOCATION OF THE STRUCTURES ON THE SITE, THE IMPACT OF THE PROXIMITY OF THE EXISTING FLOODWAY, INCLUDING ANY PROPOSED MODIFICATIONS TO THE FLOODWAY, THE IMPACT OF THE POTENTIAL LIQUEFACITON OF THE SOILS DURING A SEISMIC EVENT AND THE IMPACT OF THE DOWNDRAG DUE TO THE SOIL’S LIQUEFACTION ON THE PILE CAPACITY, AS WELL AS ANY OTHER SITE-SPECIFIC PARAMETERS THAT IMPACT THE FOUNDATIONS OF THE PROJECT. THE CHANGES TO OUR CURRENT DESIGN MAY BE SIGNIFICANT. GENERAL NOTES CONCRETE UNLESS OTHERWISE NOTED (UON) ON THE DRAWINGS, MINIMUM COVER FOR REINFORCING SHALL BE AS FOLLOWS: FOOTINGS ...ccsccccccecececsecesececsccesesecscscsesececacsescececaesesecececaescececasacssecacacavarsucacacarsesecacavaveees 3” PILE CAPS u.ccccccccccsscssescesssesecsesesesececsesesececsesescececsesecesscseacansecesacavaee SEE TYPICAL DETAIL GRADE BEAMS ...c.ccccccccscseccecsesecececsesesececscsescecscsesessescesaessesucacararsececasareucececararseceeesacaees 3” COLUMNS AND PEDESTALS (OVER VERTICAL REINF) ..cccccsccccscsssscssssssscsescessscssssssssseees 2” SLABS AND WALLS (EXPOSED TO EARTH, LIQUID OR WEATHER) ....c.csccscsscsssseesseseeee 2” SLABS AND WALLS (NOT EXPOSED TO EARTH, LIQUID OR WEATHER) uu... y” CANOPY SLABS .....ccccccccseccsssesecesssccesesececscecscecscscecececscacecacacecacscacacacacavavacavavevscaeavaeeseees 1%” BEAMS (OVER MAIN REINFORCING) .....c.csccsccscsscscscssessescsscssescstssesscstssesssstsstssessssessease 144” SLABS ON GRADE. ....ccccccccscecececececcececscscscecscscscscscscacscacscacacacacscseseseseseeeaeeeees 2” FROM TOP ALL REINFORCING SHALL BE HELD SECURELY IN POSITION WITH STANDARD ACCESSORIES IN CONFORMANCE WITH CRSI MANUAL OF STANDARD PRACTICE AND ACI 315 DURING THE PLACING OF THE CONCRETE. UNLESS OTHERWISE NOTED, SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE AS FOLLOWS: WELDED WIRE FABRIC ou... ceccceseccteeeesereeeeee WIRE SPACING PLUS 6” REINFORCING BARS. ......cccecesssscesseesescessesseeeseseeees SEE 3/S4.11 ALL HOOKS IN REINFORCING BARS SHALL BE AN ACI STANDARD HOOK, UNLESS OTHERWISE NOTED. FOR CONCRETE BEAMS WHERE TIE PLACEMENT EXCEEDS LENGTH OF TOP BARS, PROVIDE #4 BARS IN EACH CORNER OF TIES. WHERE MAIN REINFORCING IN ONE SLAB RUNS PERPENDICULAR TO MAIN REINFORCING IN ADJACENT SLAB, EXTEND TOP BARS 3’—0” INTO THE ADJACENT SLAB. PROVIDE #3x3’-0” LONG BARS HOOKED ON ONE END AT 12” OC IN TOP OF ALL BEAMS OR WALLS WHERE MAIN REINFORCING RUNS PARALLEL TO BEAM OR WALL AND THERE IS NO SLAB ON THE OTHER SIDE OF THE BEAM OR WALL. PROVIDE #3x6’—0” LONG BARS AT TOP BAR SPACING IN TOP OF ALL SLABS OVER ALL BEAMS OR WALLS WHERE MAIN REINFORCING RUNS PARALLEL TO BEAM OR WALL ON BOTH SIDES. DOWELS FROM FOUNDATIONS OR SLABS TO WALLS SHALL MATCH WALL REINFORCING, UNLESS OTHERWISE NOTED. DOWELS SHALL BE PLACED BEFORE CONCRETE IS POURED. THEY SHALL NOT BE PUSHED INTO THE CONCRETE. PROVIDE 3/4” CHAMFER AT ALL EXPOSED CORNERS OF BEAMS, WALL, ETC. SPLICES IN TOP REINFORCING SHALL BE MADE AT MID—SPAN, UNLESS OTHERWISE NOTED. SPLICES IN BOTTOM REINFORCING SHALL BE MADE OVER SUPPORTS, UNLESS OTHERWISE SHOWN OR NOTED. PRIOR TO CONSTRUCTION, CONCRETE WALL ELEVATION DRAWINGS SHALL BE SUBMITTED FOR REVIEW WITH A MINIMUM SCALE OF 1/8” = 17-0". WALL ELEVATIONS SHALL INDICATE LOCATIONS OF STEEL EMBEDS, BEARING POCKETS, AND WALL OPENINGS. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF STEEL EMBEDS, BEARING POCKETS, AND WALL OPENINGS WITH THE CONCRETE REINFORCEMENT DRAWINGS. FASTENERS EXPANSION BOLTS SHALL BE HILTI KWIK BOLT 3, SIMPSON STRONG-TIE STRONG-—BOLT2 OR APPROVED EQUAL, UON. EMBEDMENT DEPTH INTO CONCRETE OR SOLID GROUTED MASONRY SHALL BE AT LEAST 7 TIMES THE BOLT DIAMETER. CLEAN HOLE AND INSTALL PER MANUF ACTURER’S PRINTED INSTRUCTIONS. SCREW ANCHORS SHALL BE HILT KWIK HUS—-EZ, SIMPSON STRONG-TIE TITEN HD OR APPROVED EQUAL, UON. EMBEDMENT IN CONCRETE OR SOLID GROUTED MASONRY SHALL BE AT LEAST 9 TIMES THE BOLT DIAMETER. CLEAN HOLE AND INSTALL PER MANUFACTURER’S PRINTED INSTRUCTIONS. POWER ACTUATED FASTENERS (PAF) SHALL BE 0.157” DIAMETER HILTI X-U, SIMPSON STRONG-TIE PDPA OR EQUAL, UON. EMBED MIN 1-1/4” INTO CONCRETE AND CMU. DO NOT PLACE WITHIN 1” OF CMU MORTAR JOINT. PAF SHALL COMPLETELY PENETRATE STRUCTURAL STEEL. ADHESIVE ANCHORING (EPOXY) ¢ ADHESIVE ANCHORING FOR CONCRETE SHALL BE HILTI HIT-HY 200 CARTRIDGE SYSTEM, SIMPSON STRONG-TIE AT—XP OR APPROVED EQUAL, UON. EMBEDMENT DEPTH SHALL BE AT LEAST 12 TIMES THE INSERT DIAMETER, UON. HOLE DIAMETER SHALL BE NO GREATER THAN RECOMMENDED BY MANUFACTURER. THE HOLE SHALL BE CLEANED PER MANUFACTURER’S RECOMMENDATIONS BY BRUSHING OUT WITH WIRE BOTTLE BRUSH AND BLOWN OUT WITH AIR USING A COMPRESSOR WITH A FUNCTIONAL OIL TRAP (EXCEPT WHERE PERMITTED WHEN USING A HILTI SAFE SET HIT Z ANCHOR ROD OR HILTI HOLLOW DRILL BIT W/ VACUUM). e ADHESIVE ANCHORING FOR MASONRY SHALL BE HILT] HIT-HY 70 CARTRIDGE SYSTEM OR APPROVED EQUAL, UON. EMBEDMENT DEPTH INTO SOLID GROUTED MASONRY SHALL BE AT LEAST 9 TIMES THE INSERT DIAMETER, UON. HOLE DIAMETER SHALL BE NO GREATER THAN RECOMMENDED BY MANUFACTURER. HOLES SHALL NOT BE PLACED WITHIN 1” OF A VERTICAL MORTAR JOINT. CLEAN HOLE IN ACCORDANCE WITH MANUFACTURER’S PRINTED INSTRUCTIONS. e GENERAL — ANCHORS SHALL MEET THE REQUIREMENTS OF ACI 355.4. INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURER’S PRINTED INSTRUCTIONS AND PERFORMED BY AN INSTALLER TRAINED BY THE MANUFACTURER. INSTALLATION OF ADHESIVE ANCHORS HORIZONTALLY OR UPWARDLY WHICH SUPPORT SUSTAINED TENSION LOADS SHALL BE PERFORMED BY A CERTIFIED ADHESIVE ANCHOR INSTALLER IN ACCORDANCE WITH ACI318 APPENDIX D AND CONTINUOUSLY INSPECTED PER ACI318. e CAPACITIES — UON, DESIGN BOND STRENGTH OF ANCHORS HAVE BEEN BASED ON CRACKED CONCRETE, ACI 355.4 TEMPERATURE CATEGORY B, AND INSTALLATIONS INTO DRY HOLES DRILLED WITH A ROTARY IMPACT DRILL OR ROCK DRILL INTO CONCRETE THAT HAS CURED AT LEAST 21 DAYS AND HAS A CONCRETE TEMPERATURE OF AT LEAST 50 DEGREES F AT TIME OF ANCHOR INSTALLATION. SUPPLEMENTARY NOTES PROVIDE ALL TEMPORARY BRACING, SHORING, GUYING OR OTHER MEANS TO AVOID EXCESSIVE STRESSES AND TO HOLD STRUCTURAL ELEMENTS IN PLACE DURING CONSTRUCTION. THE STRUCTURE SHOULD NOT BE CONSIDERED STABLE UNTIL ALL STRUCTURAL ELEMENTS HAVE BEEN CONSTRUCTED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. MCVEIGH & MANGUM ENGINEERING, INC OR ANY OF ITS EMPLOYEES SHALL NOT HAVE CONTROL OR BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES OR SEQUENCES FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY OTHER PERSONS PERFORMING THE WORK, OR FOR THE FAILURE OF ANY OF THEM TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. VISUAL OBSERVATIONS OF THE STRUCTURAL SYSTEM BY MCVEIGH & MANGUM ENGINEERING FOR GENERAL CONFORMANCE TO THE APPROVED PLANS AND SPECIFICATIONS DOES NOT INCLUDE OR WAIVE THE RESPONSIBILITY FOR THE INSPECTIONS REQUIRED BY THE INTERNATIONAL BUILDING CODE. VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. FOR ALL DIMENSIONS NOT SHOWN SEE ARCHITECTURAL DRAWINGS. SEE ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR EMBEDS, OPENINGS, SLEEVES, ETC. NOT SHOWN ON THE STRUCTURAL DRAWINGS. ALL STRUCTURAL OPENINGS AROUND OR AFFECTED BY MECHANICAL, ELECTRICAL AND PLUMBING EQUIPMENT SHALL BE VERIFIED WITH EQUIPMENT PURCHASED BEFORE PROCEEDING WITH STRUCTURAL WORK AFFECTED. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS OF EXISTING STRUCTURE AND SITES THAT ARE AFFECTED BY NEW WORK BEFORE PROCEEDING WITH FABRICATION AND CONSTRUCTION. SHOP DRAWINGS AND SUBMITTALS SHOP DRAWING SUBMITTALS ARE ONLY REVIEWED FOR GENERAL CONFORMANCE WITH THE INFORMATION SHOWN ON THE CONSTRUCTION DOCUMENTS. THE GENERAL CONTRACTOR MUST REVIEW AND APPROVE THE SHOP DRAWINGS PRIOR TO THEIR SUBMITTAL TO THE ARCHITECT. SUBMITTALS WHICH DO NOT CONTAIN THE CONTRACTOR’S SHOP DRAWING STAMP SHALL BE RETURNED WITHOUT REVIEW. ANY REQUESTED CHANGES TO THE CONTRACT DOCUMENTS SHALL BE COMMUNICATED IN WRITING PRIOR TO SUBMITTING THE SHOP DRAWINGS AND CLOUDED ON THE SHOP DRAWINGS. COMPLETE SHOP DRAWINGS FOR CONSTRUCTION OF EACH BUILDING COMPONENT NOT DESIGNED BY THE DESIGN TEAM OF RECORD AND NOT SPECIFIED ON THE PROJECT CONSTRUCTION DOCUMENTS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF THE PROJECT AND SHALL BE AVAILABLE AT THE JOB SITE DURING TIMES OF INSPECTION. SOME STRUCTURAL SYSTEMS ARE DEFINED AS VENDOR-—DESIGNED COMPONENTS PER THE STRUCTURAL DOCUMENTS. THESE ELEMENTS OF THE DESIGN ARE DEFERRED SUBMITTAL COMPONENTS AND HAVE NOT BEEN PERMITTED UNDER THE BASE BUILDING APPLICATION. VENDOR-—DESIGNED COMPONENT SHOP DRAWINGS SHALL BE APPROVED BY THE COMPONENT DESIGNER ENGINEER PRIOR TO CURSORY REVIEW BY THE ENGINEER OF RECORD FOR LOADS IMPOSED ON THE BASE STRUCTURE. THE COMPONENT DESIGNER IS RESPONSIBLE FOR CODE CONFORMANCE AND ALL NECESSARY CONNECTIONS NOT SPECIFICALLY CALLED OUT ON ARCHITECTURAL OR STRUCTURAL DRAWINGS. SHOP DRAWINGS SHALL INDICATE MAGNITUDE AND DIRECTION OF ALL LOADS IMPOSED ON BASIC STRUCTURE. THE CONTRACTOR SHALL SUBMIT THE STAMPED COMPONENT SYSTEM DOCUMENTS TO THE BUILDING OFFICIAL FOR APPROVAL. SPECIFICATIONS CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF ACI 301. "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS” (LATEST EDITION). EXCEPT AS MODIFIED BY THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL EMPLOY AND PAY AN INDEPENDENT TESTING LABORATORY TO PERFORM CONCRETE TESTING. FOOTING AND SLAB SUBGRADE PREPARATION SHALL BE IN ACCORDANCE WITH RECOMMENDATIONS OF THE GEOTECHNICAL REPORT FOR THE PROJECT PREPARED BY VITEST ENGINEERS (DATED DECEMBER 12, 2018), AND SHALL BE IN COMPLIANCE WITH APPLICABLE REQUIREMENTS OF GOVERNING AUTHORITIES HAVING JURISDICTION. OUR CURRENT FOUNDATION DESIGN IS BASED ON THE PILE DATA OUTLINED ABOVE. THESE VALUES ARE TAKEN FROM THE PROJECT’S PIPE PILE ANALYSIS REPORT, PREPARED BY VITEST ENGINEERS, DATED DECEMBER 12, 2018. OUR CURRENT FOUNDATION DESIGN WILL BE MODIFIED AS REQUIRED, IF NECESSARY, TO INCORPORATE THE RECOMMENDATIONS OF THE PROJECT'S FINAL GEOTECHNICAL REPORT. THE FINAL REPORT SHALL SPECIFICALLY REFLECT THE FINAL LOCATION OF THE STRUCTURES ON THE SITE, THE IMPACT OF THE PROXIMITY OF THE EXISTING FLOODWAY, INCLUDING ANY PROPOSED MODIFICATIONS TO THE FLOODWAY, THE IMPACT OF THE POTENTIAL LIQUEFACITON OF THE SOILS DURING A SEISMIC EVENT AND THE IMPACT OF THE DOWNDRAG DUE TO THE SOIL’S LIQUEFACTION ON THE PILE CAPACITY, AS WELL AS ANY OTHER SITE-SPECIFIC PARAMETERS THAT IMPACT THE FOUNDATIONS OF THE PROJECT. THE CHANGES TO OUR CURRENT DESIGN MAY BE SIGNIFICANT. A GEOTECHNICAL TESTING AND INSPECTION FIRM SHALL BE EMPLOYED TO PERFORM A SOIL SURVEY FOR SATISFACTORY SOIL MATERIALS, SAMPLING AND TESTING FOR QUALITY CONTROL AS PER THE RECOMMENDATIONS OF THE GEOTECHNICAL REPORT FOR THIS PROJECT. ALL EARTHWORK OPERATIONS SHALL BE PERFORMED TO THE SATISFACTION OF THE GEOTECHNICAL TESTING FIRM. PRE-ENGINEERED STRUCTURE PRE-ENGINEERED BLEACHER AND CANOPY STRUCTURE BY BLEACHER AND CANOPY SUPPLIER REQUIRE SIGNED AND SEALED DESIGN DRAWINGS AND CALCULATIONS BY A LICENSED PROFESSIONAL ENGINEER FOR REVIEW AND APPROVAL BY THE PROJECT ENGINEER OF RECORD. McVEIGHQMANGUM Hy N Ly NT Steven E. Hutchins AIA Architects 109-113 ESTATE CASTLE COAKLEY CHRISTIANSTED, ST. CROIX TEL 340-778-8898 FAX 340-778-7754 U.S. VIRGIN ISLANDS 00822 FREDERIKSTED REVITALIZATION PROJECT PAUL E. JOSEPH BASEBALL STADIUM AND SPORT COMPLEX : 9 (a) Z < In or wi LL} . -k- O 6 £2 s Og 5 26 Zz YNZ = Lu LW fs 0 O DATE: 02-19-20 DRAWN BY: SGF ENGINEERING: INC 9133 R.G. Skinner Parkway Jacksonville, Florida 32256 Ph: (904) 483-5200 Fax: (904) 636-6770 0-40126-1B email: mail@McVeighMangum.com Eng. of Record: Matthew C. Main License No.: 1431-E CONSTRUCTION ISSUE 03.16.20 SHEET NUMBER: 30.01 MATTHEW C. MAIN 1431-E VGLZ-8ZZ-OVE XVA 8688-8ZZ-0VE TIAL ° ~— 22800 SANV'SI NIDUIA ‘S'N XA IdWOD LdOds CNV NV1d NOILVGNNOS/DNINVHS - — XIOHD “LS “C4LSNVILSTHHO WNIGVLS TIVaSsSVv_E Hdasor ‘3 1NVd TAWHSAO TSA51 C714 3 9 : Ag YOO STUSV9 SLY LS £1 1-601 Logroud NOILVZIMVLIASY GSLSMIWaGs"S : 5 YT sjDeHUoy WIV SUIYOINH “4 UeAeIS , Ez i Y) -LO5fOud -NOILVWHOANI DONIMVYG a a on =] O OC lta 2 23816 <P oa Y Q- GO 23/0 O > or — op Z O O 4 il =9- TT + is) 2 re 1’-0” 1/16” SEE SHEET S1.12 FOR FOUNDATION NOTES & FOUNDATION DESIGN CONFORMS WI/ ALL APPLICABLE CODES FOR COASTAL FLOODING. PRIOR TO CONSTRUCTION, GENERAL CONTRACTOR MUST VERIFY THAT THE BUILDING SCALE: PLAN NOTES: 1. $1.11 (-\ FIELD LEVEL OVERALL FRAMING/FOUNDATION PLAN Q3LIGIHONd SI NOLLVYOdYHOO SIHL 4O NOISSINYSd NALLIMM G3SSIYdxXd JHL LNOHLIM NOILONGONdSY YO 3SN ANY ‘G3YVdaud SVM LI HOIHM YO4 SLIS TWNIOINO SHL OL GSALOIMLSSY 34 TIWHS ONIMVYG SIHL 40 JSN SHL ‘ONI ‘ONINSSNIONS WNONVW % HOISAOW 40 ALNAdONd GNV JOIAYSS 40 LNSWNYLSNI SHL SI ONIMVYC SIHL 810Z (9) Z04J913N6D ‘WY ZLy:LL OZOZ/ZO0/+70 ‘Bmp udjq puj—Buwos4 |aA27 Plal4 [1042AQ LLLS BBlvl\bup geiri\(xeldwog sjods pud winipoys ydasor J [Nndd) gglyl\rLOZ\ :X X: \2014\14188 (Paul E Joseph Stadium and Sports Complex)\14188_dwg\14188 S1.12 $1.13 S1.14 Field Level Framing—Fnd Plan A B C Piles.dwg, 04/02/2020 3:24 PM, agutierrez 11. AND COMPACTED FILL. FD DENOTES FLOOR DRAIN, SEE 5/S3.01 N Ly NT Steven E. Hutchins AIA Architects 109-113 ESTATE CASTLE COAKLEY CHRISTIANSTED, ST. CROIX TEL 340-778-8898 FAX 340-778-7754 U.S. VIRGIN ISLANDS 00822 Eng. of Record: Matthew C. Main License No.: | “| DENOTES 6” CONC SLAB 6” REINF w/ 6x6—W2.9xW2.9 | a WWF rer TYP AT | | FD (3 ! = $2.01 EDCE OF MAT {S301 $2.02 $2.02 S2.01 FOUNDATION 4 8 8 | I a | ss | | | ‘ FD = 3 \ / =| 1 Fo el ops 5 / 3| i l | Pp] S| ok a 7 \ 1s al | wo . 1 ' bd 4) / , ” | ” 3 | i : N "| aie VISITOR | 15-0} 6-9 < | = =~ (FD, DUG-OUT FD = | oO = nw) “ = Ly poe mt tn = 7 : CED T/SLAB EL, SEE ARCH ii | i “aa ¢ « ; - ar AW ast ; AT, = = lam = OU RS mh : IP eevee Saas ries ee Gears Saco | ty Aviy, VW “ : aq [RDS | ares! Geneon ear imme foes iar ino t | | | . “ el Fey Fe." RF: “a G * “ ee ae Pe ee a ee ee ~ LE i aa a4 ly . fae ¢ oof “4 a i ae * aes ‘. “8 . att 7 ‘< “oe At = a a . on — : ‘ (al | | t * | Vey 7) cv) (ne an ayy" 7) e~yi 1 7 c~\ ani = a / Tw a, V2 Vly Voy Vly | | Lay Vy! 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Ey ye fe Qo | ls IN { ps 4 SUMP PIT, | N ~ < ! cry >| cry cry Ar, a SEE 6/S3.01 | | \Ly =|5 \Ly M36 ~ \dy | \ip 4 ) v y) | | | | <F TYP, UON Mi eu y | ~ lan , lan 5 SS | r fy fy tT ales fy fy 7 fy fy + cy y 7 - 47-7 \_ io| | NL Ly mit & NL NL Y Vly \Ly \Ly \Ly | ~ J] od <\,> P2424 COLUMN, SEE a A 0 Z [ ] mL | | ty iy Mian EQUAL equal" | Slo CTT Tg Lu} - | oO s Lo alto | Zz — olZ =< l | lec | 4 | \ 1 | x I | | 4 | ' 4 4 S =< pe | |e \ ! _ cry _ _ an _ z Ty _ _ an _ _ _ Ty _ _ an _ 4 _ \ Ty _ __4 rTy S155 Fd! Vy NT? ‘4? NT? ‘4? NT? [ \ Vy NT? on os e ~ \ ia : | | | | | Shu > | LJ Ct $e 1 \ nl > | wy =~ | (7) q \ ” ( \ | | tu) | « ~7 | oj oO — 7. rr 2 —_—= " . ~ | nen - ae Vv. | | | \ \ | “ J \ | | | | \ se 4-—e— e e H e eH ee \ | | | aa f~ f~ lay f~ f~ lay c~\ c~\ ‘TY ; lay 7 a r ITY f~ . J ‘2 ‘2 ly ‘2 ‘2 \y Ly Ly \ly Vly a) \ () L | a) \ ) | I | I \ _-_-_- ee ee Te Te re ee eS Ee Ce ee rr rrr lc lc lc Cr Cer eee er ee ee Terre errr er _-_-—_- a a ee ee 0 | 1 —+ DOWEL S.0.G. REBAR INTO | i A | | \ | | [| MAT SLAB, SEE GEN. (C2 EDGE OF MAT <( 2 ! Cl | EDGE OF MAT NOTES FOR ADHESIVES | 053.02) | FOUNDATION | | ($3.02) tn ! FOUNDATION ! (5 NT TYP | NT Typ \ 5 | l DOWEL S.0.G. REBA l 4,42 | | | | $4.42] | 1 | MAT SLAB, SEE GEt 1 \ | 1 . | ae NOTES FOR ADHESI | ! l | l | \ | | | ” EQUAL EQUAL EQUAL EQUAL EQUAL EQUAL EQUAL! EQUAL EQUAL Equa us | _ as 4 SLAB ON GRADE | ~ i | | | ! ! | REINF. w/ #4012” ! E.W., SAW CUT JOlt ! 4” SLAB ON GRADE | AT 12’-0” 0.C. MA ON COMPACTED FILL, ! ; \ ! Loe | REINF. w/ #4@12” E.W. | 15 \ ! | ' I I | | 1 1 1 1 | \ ! L} L_} L_} L_} | | ’ ” | > ” ’ ” \ u FLEE LC—vX—rr——Y——OT OSS CS SOON SOS 28’-0” 28’-0” 22’-10% |. 5-1% 51’-4% 14’-0” | > eee ee 22s ee 5 6 01.1 : PLA | ot I & = 1 EY | I | | XQ | | | | ! | | | | | ! ! »,? | | | ! | | “#i\ FIELD LEVEL FOUNDATION PLAN A | | | t . ” = » 7” Loi 4 ! | S112] SCALE: 3/16” = 1’-0 | | PLAN NOTES: ¢ a J — 1. ELEVATIONS ARE BASED ON T/SLAB DATUM EL 0’-0”. SEE CIVIL DWGS FOR ACTUAL ELEVATION. Cay 2. [[TCUDZ) DENOTES STRUCTURAL CAST IN PLACE CONCRETE WALL OR COLUMN. | N 3. FOR DESIGN CRITERIA AND GENERAL NOTES, SEE SHEET SO.01. _ ; ; PRIOR TO CONSTRUCTION, GENERAL CONTRACTOR MUST VERIFY THAT THE BUILDING 4. DENOTES 36 THICK 4,000 PSI CONCRETE MAT SLAB ON GRADE WITH #8@8 EA WAY T&B OVER VAPOR & FOUNDATION DESIGN CONFORMS WI/ ALL APPLICABLE CODES FOR COASTAL FLOODING. RETARDER AND COMPACTED FILL. PROVIDE WATERSTOP AT ALL CONSTRUCTION JOINT LOCATIONS, SEE DETAIL 1/S3.01. THIS DESIGN IS BASED ON THE MAT ACTING AS A CONTINUOUS PILE CAP BEARING ON STEEL PIPE A a PILES PER NOTE #5 & THE PILE LAYOUT SHOWN ON PLAN. SEE PLAN FOR SPAN DIRECTION. a i L 5, STEEL PIPE PILE SIZE & LAYOUT IS BASED ON THE GEOTECHNICAL REPORT PROVIDED BY VITEST ENGINEERS DATED / ORIENTATION. OF DECEMBER 12, 2018, SEE SHEET SO.01 GENERAL NOTES FOR ADDITIONAL PILE INFORMATION. STEEL PIPE PILES AS FOLLOWS: REINFORCEMENT (~~) DENOTES EXISTING 166 CONC FILLED STEEL PIPE PILE, SEE DET 1/S3.03. FIELD VERIFY LOCATION AND TOP/PILE M36 . \~/ ELEVATION PRIOR TO MAT CONSTRUCTION. NOTIFY STRUCTURAL ENGINEER OF ANY CONFLICT & COORDINATE TYP. UON REMEDIATION PRIOR TO CONSTRUCTION. , 6. P###4# DENOTES CONCRETE COLUMN/PILASTER DESIGNATION, SEE 5/S4.11. N KEYPLAN [7] DENOTES NON-LOAD BEARING 6” CAST IN PLACE CONCRETE WALL REINFORCED W/#4@12” EA WAY CENTERED ON WALL W/ DOWELS AT BASE TO MATCH VERTICAL REINFORCING. 7. SEE DETAIL 2/S3.03 FOR PILE GROUPS. 8. DENOTES SLAB DRAIN, SEE 5/S3.01 FOR DRAIN DETAIL. MIN 36” SLAB THICKNESS TO BE MAINTAINED. DRAINAGE TO BE PROVIDED W/SLAB TOPPING. M CVEIGH &M ANGUM 9. GC TO VERIFY FINAL MAT DESIGN W/ FINAL PLUMBING DRAWINGS. NOTIFY STRUCTURAL ENGINEER OF ANY ENGINEERING: INC CONFLICT & COORDINATION PRIOR TO CONSTRUCTION. 9133 R.G. Skinner Parkway Jacksonville, Florida 32256 10. DENOTES 24” THICK 4,000 PSI CONCRETE MAT SLAB ON GRADE WITH #7@12” EA WAY T&B OVER VAPOR RETARDER 0-40126-1B email: mail@ MeV eighMangum.com 1431-E CONSTRUCTION ISSUE 03.16.20 | rt — ra 2S Zmr< OW E <i Ni a 5 WO xt NO E ak > ag u IO as QO im 6 a KSZ YN = ~ ui — Lu) D> QO < | wo 5 : LL Z O | < 2 = 5 = uz is > Oo Lu Ss LU O LL DATE: 02-19-20 DRAWN BY: SGF SHEET NUMBER: 01.12 10°—" 3-5" 1 7-358" X: \2014\14188 (Paul E Joseph Stadium and Sports Complex)\14188_dwg\14188 $1.12 $1.13 $1.14 Field Level Framing—Fnd Plan A B C Piles.dwg, 04/02/2020 11:48 AM, agutierrez DEI 5/S4.11. —~ lat | |) ad! 1} dl — | ‘ap V4 | | itr ay od itd) $3.02 io Zz LZZLZ. to Z < | | po TD | Oy al EDGE OF MAT a 7 7 ~, FD FD | q | FOUNDATION 7 ' f | | | || ~ ~ f ; I] | \ TYP AT INT Cv) Xe} || | — ~ o | | EDGE OF MAT: CONC WALL Y D7 AL | (2 FOUNDATION aN oo es — $3.07, \ \ LAEZAET A ee | \ N / ae ~ | ee a | ' f~\ “ITN SL S4.42 4 / NL Ally | y / C] a oe ———_—e— Oooo re or — — or err er eee ee ee ee eee ee ese csc ee ese es ee eee ce ere ce eee | Y | | - | 0 | | (08) 1 g | i ] ! & l << N I\ : } | \ fo | < M36 \ : | ———A-—-—---- — =----4 UT Coop rrr erro ooo +. < ft ‘ =a TYP, UON - - | | Nf = a CLT LZ () () | | | Y = + y ~? wan DOWEL S.0.G. REBAR INTO||| | O o | Cc ~a MAT SLAB, SEE GEN. = O A xX \S4 pt) NOTES FOR ADHESIVES fCuP@ os eB x ---------shh---------------- —~ | Li} | QO Or SN \ | 4” SLAB ON GRAD | ~ O D we SLOPE SLAB DOWN AWAY FROM | | ON COMPACTED FILL, | =) 2 - A © . WALL, SEE ARCH. SLOPE AND , REINF. w/ #4@12” | ! I O ep) > Oo we SLAB ELEVATIONS l | E.W., SAW CUT JOINTS um a <x es} = | AT 12’-0” 0.C. MAK. | : im a & 5 “J 1 4 | | | Uk 2 Bo Ca “ye F- -——-—_- -—_-—_-—_- cre= T re T s) TT | | Cc no2ze= > itd tad i | | | pu taed Pd Ti | | | or & FT sy > | | ~, | | | zr OS © (i ee =~ | i | ¢) EDGE OF MAT | Ov fF 4 TYP AT INT m4 7 ee ee FOUNDATION | 7 8SrtP w CONC WALL | No | | ! | © OlOoordeE: | an | . — i | Ze wa ! UW | + | in = = a | * | | : yo | It ey a ; | S4.42 S4.42 EQUAL : Ne | 7 | . | ! TYP SS i 7) 7 Sen Ages ane gg eee : _ 4 - | I Tk ! a r~\ NX P36 COLUMN, TYP 5 Be ie orare 0 ee -—4—- ™ _—-\- Ie ee LL Na 2 r7\ \Ly . LOCATIONS, SEE DET een ea Spo a Rs r SN — T — = C) th) . KA a7 ! | a SQ | ra < ; 6 4 = . QO < | (JO): } C) NN i y J Fy ~/ ry |S Zine 4,004 aa 4a. "4 a4) 4 \ ---r \Ly \Ly | LJ ww O (ep) LL 7 NE ONY NI ~ . _J , S rro Y \ | | (05) Sa | Y Fy : | (7 se N -—7 ™m LL O y I S4.42 —! ! l | i ano | y c~\ cy) | > ‘am {4 NEW PILE, SEE Ly Ly = O | ! 3/S3.03 4, | LL ; y) Wy | mao 32 J | rp ta) : cy cy (| a Lu Ww | =z ~ \ y UO A Hy SUMP PIT, Cy ~? ~" LU A a) iH y eae? SEE 6/S3.01 ~/ | O l, Y _ 4 /S3. up yy ——- v€ ! | k- z= if y 4 \ 7 | L Y ” < rT } J | ~\ “i =L---- | \y \_ “Vo LL An c\ Ly _ \L yt | wc — P2424 COLUMN, SEE cy ee DO Z Le | \ C) l ! 4 WW D> DET 5/S4.11 | Z|. ns A | ~ x QUAL oY \ | ra | Wet | L ae ‘ L =) <l “T | ~ ' : Sy) | z6 a | | ~7 | OQ | . ro) 5 | NTs \ | ZL ELEN | | | \ C LL a ee ee 2 _ _ {Ty ~\— — — 4h) _ a zen gies ify | | | i . r 7 ~7 \ ~7 | ~“ ot z HO \ “)) an | \ la | | | Shu > i | . a, \ a, 1 \ | ny i | \ =“ | 1 \ \ ~ ! \ | sj a tL = - 1 | ~ Oy \ ! ! | | AB oe aoe Pap - - - - -—J-- - 57 -_-_’s_-__-__-__-__-__-_. — + = \ = ~ VL / \ _~ —— L a ee, - \ | \ - | ° \ of | I ~/ / x aa Sele i ee eed _— \ wy - : aa <Q) yy a Zz amy van ‘Ty \S4.4V an ISTY ‘~\ 1 ey ey ey ey 1 7, - < V4 \) \ & oD MM © ©) L/ a, i, i, \ y, < Pa ~ = ~ ~ ! =a r : . 7 Oo OT OO ~ | ~ ~~ | \ | | | | | co) ! RS) 7 —| ya 2 tory | EDGE OF MAT \ a, \S O ! Gy \ | l FOUNDATION | w\ UJ | VN | ! ! ! /~ | | / => NT TYP \ 5 l Ns DOWEL S.0.G. REBAR INTO, | 0) x | ! | | \$4.42/ I | MAT SLAB, SEE GEN. ~ ~ 4 Lu \ Tr ! NOTES FOR ADHESIVES \ cy 7 —! OC) | \ real | EDGE OF MAT ~/ yy 7 AZ EQUAL _! EQUAL EQUAL EQ IE | 4” SLAB ON GRADE FOUNDATION Wo? | * rr +—T ON COMPACTED FILL, ne 7 —_| | | REINF. w/ #4012” [ a“ — O | E.W., SAW CUT JOINTS , | oN Oy ey ey r 1 Loe ! | AT 12’-0” 0.C. MAX. I ~/ ~/ ~/ ~/ \ S4.42 Wb l \ Loe a \ _ _ __ a 1 . 15 | . 7 a ra ‘S) ! 7 \ . Q z | \ i 7m a” \ \ Ee — | [I J J J m1 7 J J | fry . J / <x ; \ LS LS LS Lit a LJ Lt ' Xi Lt C) . = _> a | -_— | 1 AA 2 2) LL Or) @ (02) Ea) (10) (10) EQ Vy | GANG (04 S e ey Ne WEE =a ft \ ‘K_! \ ~ / REINF. ROUND CONC. STAIR » q f PIERS w/ #5@8” VERT. & DATE: 02-19-20 ~~, / #4@8” TIES, SEE ARCH. FOR 3 SIZE AND T/PIER ELEV., TYP. DRAWN BY: SGF $4.42 “SL 4 LOCATIONS N KEYPLAN “vv SHEET NUMBER: 1-4? ax F | ELD LE VEL FR AM | N G / FOU N D All ON P L AN B PRIOR TO CONSTRUCTION, GENERAL CONTRACTOR MUST VERIFY THAT THE BUILDING es] SCALE: 3/16" = 1'=0" ‘ & FOUNDATION DESIGN CONFORMS WI/ ALL APPLICABLE CODES FOR COASTAL FLOODING. McVEIGH& M ANGUM , / an ENGINEERING: INC PLAN NOTES: 9133 RG Skinner Parkway : Ph: (004) 483-5200 Fax: (904) 636-6770 1. SEE SHEET $1.12 FOR FOUNDATION NOTES. 0-40126-1B email: mail@McVeighMangum.com Eng. of Record: Matthew C. Main License No.: 1431-E X: \2014\14188 (Paul E Joseph Stadium and Sports Complex)\14188_dwg\14188 $1.12 S1.13 $1.14 Field Level Framing—Fnd Plan A B C Piles.dwg, 04/02/2020 11:48 AM, agutierrez o! , | | | | = | rr pe rrr 4 | l | VION | | | Cn cmc cc cc cc ce ce we ee we ce we ee we we i we we we we ed w= = = PRE-ENGINEERED : CL PILE METAL STAIRS ay i FL ! STAIR SUPPLIER | any $3.02 * | — in a | \ | if | Ae ee oe a a - - - __AvT. _ _ _ _4 = mall A> - - - am - - - - - - - - - - - - - - - LL) mi \Ly ~7 | (1 8) X re cs G11 1111111111111 111101111 Ju GU HL 11 Y | a, | fo O EDGE OF MAT \ FOUNDATION ‘4 | a i} | I cy) | 5 IN FD ‘4 g Re ~ ~ \ 3 : tn ? ay 7! EDGE OF MAT { a - . ; MA ; 1 " 4” SLAB ON GRADE 5 00 501 7 711) 77 ry | FOUNDATION ON COMPACTED FILL, ? = 7 N Ny DOWN \/ ‘EY (3 \+7 ‘7 | REINF. w/ #4@12” % q 4 M o——+ | S00 E.W., SAW CUT JOINTS < 4 | ‘ | AT 12’-0”" O.C. MAX. Yn < ms — ~ | fs fC ow o) Og z | Oo 4 o = | 5 FO ° | 7 | 54.42 5 QE g Ay + | f | a: S22 2 11-754" fo Nn fee oO = | ; (4 LL, a = = | 1 E mu 2 ® . ! $3.02 ~ iB; LI O O | LL rE YD © Va <x ® er) _ ee a T ' i ~? \Ly ~? | Cc (dp) z = > ee ol Syste tt ite yy A _/--------4-------} eee eeeeeteesesenienseesesanien ie Od nly i ioe ie ae i a ow z= Oo ‘S/ a ‘7 E47 V7 | or && FT L7 4 —, —, ! | | an wo fag “. 4 PRE-ENGINEERED |. S4aD OloOodeE: i : COLUMN BY i | TYP AT | ! PRE-ENGINEERED |’ DOWEL S.0.G. REBAR INTO FD (5 i? g CANOPY /BLEACHER Ik | MAT SLAB, SEE GEN. SH . SUPPLIER, TYP q | NOTES FOR ADHESIVES . 7 ’ | Sate ey yf I : ‘ | RY }----------}-----------------------4----------. PTT TPT 4 uu = Ay MS SF “4 A: Se, “4 “4 ( | — [ | DENOTES 6” CONC SLAB \, } ee fe \) ED) va 4 cP >, \ | a = ie (J | - (a) REINF w/ 6x6—W2.9xW29 || T/SLAB EL, |} Ly Lo ¥ ah ; 2 | WWF SEE ARCH : : | cestesTerTesnTenTenTeenTanD (DennenTanTanTEESTESTEnTESTnTEETEETESTEEETEETEETEEETEETE TE a< a ran 4 My], <——— M36 ——— | Z - x< ae Ly : rp TYP, UON 5 Y) | _* | : 7 : | Ey O44 2 . a 4s 7 Zl - at | >A? << = : | 3 + ; 5 (o FIELD LEVEL FRAMING /FOUNDATION PLAN ‘C NUS HOME " 5 ay | \suia] SCALE: 3/16” = 1’-0” _I i DUG-OUT ia : || - | xt nO } “ALD ; | ‘> \_) PLAN NOTES: a a dy a ees eern ie re ah ; {| a os (3. -—-_-_- + eo (16) 1. SEE SHEET S1.12 FOR FOUNDATION NOTES. = = . QO | ; | (> C) | oad ree : « | | PRIOR TO CONSTRUCTION, GENERAL CONTRACTOR MUST VERIFY THAT THE BUILDING Q LU w) el * 4 4 & FOUNDATION DESIGN CONFORMS WI/ ALL APPLICABLE CODES FOR COASTAL FLOODING. Wu ep) Q teas) Me x F | = ceils s a nO ix a'-0f6" . tr) 8” CONC WALL ISEE | 2 r Vy DETAIL 5/S4.41] FOR $3.02 | : af REINFORCNG | SI rp Oo z _ | ; lan aa cry | ° a QO. (i , “ TA a " Loy | Et] V7 ML Ly | © 5 a TaN ‘ i a | wo \$2.03/ : DOWN | .. | | fa 1. DOWN <( 2 o™. % | or he $5.07 T$3.02 ‘| SLOPE SLAB DOWN AWAY FROM EDGE OF MAT Je o> : 4 2 ‘ aI WALL, SEE ARCH. SLOPE AND FOUNDATION GB, —- 6 ie Pe f i SLAB ELEVATIONS | Oy ea); Oy C} | : i, if "b / 7 -—-—-—-4l.—- fi tl tet ft eg cn 15 =z ‘ii : {i ¢~ ‘ A ¢~ - ro | — Wy \_) : rs) j\_) > | Oo an | * A= AL | a 7 ~) | - ~ | S — O | je) ! | CL S < | al S = I LL fy = < NL | 9 ‘am A ! Se | | ml Oo a I Ife] | to IR ey (07) DATE: 02-19-20 7 4 ia | GC DRAWN BY: SGF P424 COLUMN, el 4 | N KEYPLAN DET 5/S4.11 al | ! | . if] -) / at | SHEET NUMBER: vil | \ 7 | | | | t [| a on McVEIGHQMANGUM ? | ENGINEERING: INC = 7 L sold 4! $3.02 NN re) 9133 R.G. Skinner Parkway . el | Jacksonville, Florida 5 ED ED | | | NL VL 4 | FOUNDATION Eng. of Record: Matthew C. Main License No.: 1431-E yl oO | i | CONSTRUCTION ISSUE 03.16.20 == WM) V JV). 7 Li f Vf i) @i) ee ee | 7 Hr —— FP} te Eh Ly) tg tg tk oa a< 4+ 1} ty cy iy dy Jt} ty tk a a ee eee a Po vr 07.1 | @ Ais | Se [| fo \ ~s HO \ Va oA Hl “KL fs | / >> \ / ———— =p = wae KS QV - ey oes LAT} GL gf 7 Yo / ch SSS SS ——————— [1 SS ——————— fn SS SS fn SS ==> [Tr + ¥F oN Ry 4 VA Eo \ Ry ——— | — — a ) | Epa Re a mph 2 A a en i ne // Re YY 7 Bt C74 CO © © © © ©) Qe DATE: 02-19-20 KEYPLAN DRAWN BY: AGO Gy “Ld SHEET NUMBER: G 3~(b-20 (-\ CONCOURSE OVERALL FRAMING PLAN MATTHEW C. MAIN 1431-E McVEIGHQMANGUM ENGINEERING: INC \s2r) SCALE: 1/16” = 1’-0” 9133 R.G. Skinner Parkwa Jacksonville, Florida 32256 91.21 /R Ph: (904) 483-5200 Fax: (904) 636-6770 hi Eng. of Record: Matthew C. Main 0-40126-1B email: mail@McVei ghMangum.com L N 1431-E CONSTRUCTION ISSUE 0 3.16.20 i] i} i} i} 1 i) i) i) i] i} i} i} $2.01 SEE NOTE 2 \ $2.02 $2.02 $2.01 | U, 4 4-4 A 1 \ . qo | \ 1 | 4 44.0: 4 , g “lI x= 5 v : : ra | 4 1 a Oo ~ “J \4 ‘ 6 . 4 oF: g " | < an 4 . , v7. Jo: 4 - 4 . <7 . A . . 4 J . a N L & A ; ae ‘ ; J ‘ A . . : . A I og : A, - : . [aa ‘7 ; ; . a g- . . Ld . v4) J , 14 A Av : > Vv ; . A : J 1 : 1A v. 4 _ 4 A- co i A Zi A J .! <q g ! PRE-ENGINEERED | | | q. | | METAL STAIR BY Pou |}: :; STAIR SUPPLIER | | | ; Al | | 4 - | O} PRE—FNGINHERED GIRDER = PRELE GINEEREL | GIRDER = HRE—FNGINEERED GIRDER | PRE—FNGINEERED GIRDE! \ | LL . . _ | | | | ra i | | a | | 2 wel = | ; “3 i i = / | | i | Y WY faa) (Fp) i ic. an | | ° | 2 > | | 3 Ie | | | co | le l - : / i = i re z | | 5 | 2 | l l eh / | | 2 | E | | my c ] = - ai al. ow ow ow Lo a Qa ae Tae PRE-ENGINGERED GIRDER / PRE-ENGINEERED GIRDER AHRE-ENGINEERED GIRDER PRE-ENGINEERED GIRDE _ _ _ _ J _ l VA [ VA a a a a ae a —————————————— a Sy +4 PRE-ENGINEERED BLEACHER SYSTEM ' \ FY BY PRE—ENGINEERED | BLEACHER SUPPLIER oO 1 i) i) i) i] i} i} i} 1 i) i) i) i] i} i} i} 1 i) i) i) ] i] i} i} i} 1 1 i) i) i) ] i] i} i} i} \ i] i} i} i} i] 1 i) i) i) ] i] i} i} i} \ 1 i) i) i) ] i] i} i} i} 1 1 i) i) i) ] i] i} i} i} 1 i] i} i} i} i] 1 i) i) i) ] i] i} i} i} 1 i) i) i) \ 28'-0” 28'-0” 28'-0” 22’—10%” | 5’-1%" (2\ CONCOURSE FRAMING PLAN <A’ $1.22] SCALE: 3/16” = 1’-0” PLAN NOTES: 1. | PRE-ENGINEERED BLEACHER SYSTEM IS TO BE DESIGNED BY THE PRE-ENGINEERED BLEACHER SUPPLIER. LAYOUT SHOWN IS DIAGRAMATIC TO SHOW GENERAL FRAMING CONCEPT. ACTUAL DESIGN SHALL BE AS REQUIRED TO MEET BUIDING CODE, CONSTRUCTABILITY, AND COORDINATION WITH ARCHITECTURAL DRAWINGS. 431 DENOTES CANTILEVERED CONCRETE DUGOUT ROOF (THICKNESS VARIES) oe G ei 4 WITH #5@12” OC TOP REINF EA. WAY, TYP. COORD. w/ ARCH. DWG’S. %, 3. PRE-ENGINEERED BLEACHER STRUCTURE BY BLEACHER SUPPLIER REQUIRES SIGNED AND SEALED DESIGN DRAWINGS AND CALCULATIONS BY A LICENSED PROFESSIONAL ENGINEER FOR REVIEW AND APPROVAL BY THE PROJECT ENGINEER OF RECORD. 4. VERIFY ALL DIMENSIONS w/ ARCH. Hy N Ly MA LL Steven E. Hutchins AIA Architects 109-113 ESTATE CASTLE COAKLEY CHRISTIANSTED, ST. CROIX TEL 340-778-8898 FAX 340-778-7754 U.S. VIRGIN ISLANDS 00822 FREDERIKSTED REVITALIZATION PROJECT PAUL E. JOSEPH BASEBALL STADIUM AND SPORT COMPLEX : 9 ‘~) < => < Oo. u << Lu DNS a 70 O O a: < O O = DATE: 02-19-20 DRAWN BY: SGF McVEIGHQMANGUM ENGINEERING: INC 9133 R.G. Skinner Parkway Jacksonville, Florida 32256 Ph: (904) 483-5200 Fax: (904) 636-6770 0-40126-1B email: mail@McVeighMangum.com Eng. of Record: Matthew C. Main License No.: 1431-E CONSTRUCTION ISSUE 03.16.20 SHEET NUMBER: 91.22 5'-15" 15 ——\ "> ) > O ) ~ 7 = 3 < x 7 < , < in LL wm a tg S : © nN = t Cc Q Xa — al ~ ee ~~ (be 58g g LO OZ D - 00 .H iT 5 @ A? LU < 5 2 KS (1\ CONCOURSE FRAMING PLAN B ch ZZrn J \st-23] SCALE: 3/16” = 1’-0" oO 8 < Og /“ LT GA STUD PLAN NOTES: > ~ aos / WALL ABOVE, 1 - J / SEE S1.53 1 DECK-1 DENOTES 5” THICK MIN. NWC CONC SLAB WITH #5 T&B @ 12” OC m~ ore uw NSO de SPANNING IN DIRECTION SHOWN AND #4@12” OC CENTERED TRANSV. 2. SEE SHEET S1.22 FOR ADDITIONAL PLAN NOTES 3. FD DENOTES FLOOR DRAIN. COORDINATE WITH ARCH AND PLUMB DWGS. 15+ \ CONC WALL BELOW, \ SEE SHEET S1.13 \ Lo \& iL | \ a" XS ° / ) sani / \ ~~ INN NN 1 N \ Ay a & ~ ' \ Ca ; Q Sy Sy / | a \ y 4 \ J : —_ — y ~\ 7 | | 2-7 \ \ FD a / sal - | AN 4 =u \ Q gt 2 \ / [ \ \ % TypAS#M1 | \ . 4 @ COL 4 \ t \ Q LS LT GA ‘STUD ow , Rw) “ SS { SEE $1.3 es C4 FREDERIKSTED REVITALIZATION PROJECT PAUL E. JOSEPH BASEBALL STADIUM AND SPORT COMPLEX 7 NX Z » \ =o) DECK-" ny DECK-1 is FD JS —$§_ SS fa) 7, e| | \y 4 — db ' _— _ — b— / fl Jj / & / KE 3/ / O A | fe) /| siM\S4-01 9" ane & 1 c-BM1 ~ 1 [| | —--— ye | / C-BMB , e Ne i] aar-| Ly age Ap TTT TG N % ‘am | Ca)\ Do | 3) \. O ! O Z Zz i} ] : O | | | > O \ oc O \ LL © \ \ Zz ; \ S Fs fl ; \ a ] DATE: 02-19-20 | | | \ DRAWN BY: SGF 15° \ \ i} \ \ | 51%” 51’-4%” \ 14’-0” SHEET NUMBER: Eng. of Record: Matthew C. Main McVEIGHQMANGUM ENGINEERING: INC 9133 R.G. Skinner Parkway Jacksonville, Florida 32256 Ph: (904) 483-5200 Fax: (904) 636-6770 0-40126-1B email: mail@McVeighMangum.com License No.: 1431-E CONSTRUCTION ISSUE 03.16.20 91.23 VGZZ-8ZZ-OVE XVA 8688-8ZZ-0VE TAL 22800 SGNV1SI NIDUIA ‘S'N XA IdNOO LYOdS GNV iO. NV1d : 5 a XIOHD “LS ‘GALSNVILSINHO WNIGVLS TIVGSSVdE HdSeSOPr “4 1NVd ONIWVH4 SSHNOONOD o © : AKIWDIWVOD FILSV9 BLVLSS ELL-GOL LOArOYd NOILVZIIVLIASY GALSMIY¥saqdsuSs a 5 . SRSHAOIN WI SENSI AL OASIS :LOAPOUd :NOLLVAWHOSNI ONIMVHC 5 : : Y) License No.: 1431-E 9133 R.G. Skinner Parkway Jacksonville, Florida 32256 Ph: (904) 483-5200 Fax: (904) 636-6770 0-40126-1B email: mail@McVeighMangum.com ENGINEERING: INC McVEIGHQMANGUM Eng. of Record: Matthew C. Main 1 *_Q” SEE SHEET S1.22 FOR ADDITIONAL PLAN NOTES PLAN NOTES: (2) CONCOURSE FRAMING PLAN ‘C’ (6) (5) a oF | «0-82 | «0-82 | «0-82 | «#OL—.0C whl—S (a3) : By BLEACHER SUPPLI SEE PLAN NOTE 3 ON SHEET $1.22 a rem a Li ud = oO) Zz 1 Lu a oO BLEACHER SYSTE PRE—ENGINEERED i} i} ! i} ' l | | | | | | | | | | | | | na | d I | | | | | | | | | | | | | | | LAX | A | | | | | | | | l I 4. | | | | | | | | | | | | | -© 1 | «| | | | | | | | | | | | | | l aa | | = | | l | | | an | | | | | | I | | | | «| | | | + | | | | | | | | | fe) “| | | | | | | | | | PRE-ENGINEERED METAL STAIR BY YAGHIQ GSYSSNPN3-Jwd = YACHIO | GAYSINIDN3S—JYd] = WAGHID GAYSSINIONG—-J3Yd = YAGHIQ G3SYSSNIPN3S—Jy 3 {o} {o] & a) & | ‘tel Q " d ke = | | | s | | (aa) a | eel 2 fo wa = Oo | ‘teat 2 "do Wy a | | | | | ra : : 5 O° “o| [Es asGsif dss4s4dNPNa—sdd = aAdalo G3agS3SNi DNA-3adj = Hsj0sid- GHSSSNIONE—S8d — == dsadaigG- dsads3SNipNa—-sa | | I ~ - a XN . w . tS | | | , Y | a mo a a | | | ) “oy | ! = y on . 1 q > . < XN g° : > y. . / V , v- v 2 SEE NOTE 2 ~ 1 1 CONSTRUCTION ISSUE 03.16.20 VGZZ-8ZZ-OVE XVA 8688-8ZZ-OVE TAL ° ~— y 22800 SGNV1SI NIDUIA ‘Sn XA IdWOO LdOdS ONV : : ; ap) ‘ XIOHO “LS ‘ALSNVILSINHO WMIQVLS TIVWdaSVd HdSasor ‘A INWd NV1d DNINWH4 TIVHSAO 4OOHU | © ~ f " | AFWVO)D AILSV) ALVLSS ELL-GOL LOsdrOud NOILVZIIWLIASY GSALSyMIYvsaq0sus a 5 Tr } spSeLYoy VI SUIYOINH “4 UeAe1S , wz f Y) -LO5fOud -NOILVWHOANI DONIMVYG a a on © | — . ois © O a 2 228216 >| 5 Wee 5 7 WnsSsa Dz © 10 O > oc — ¢p) Z O O wv, (2) ROOF OVERALL FRAMING PLAN $1.31) SCALE: 1/16” = 1’-0” 79:1 BMP’NV1d JOON TIVYSAO ISLS B8lbl HH LL 0Z/Z0/¥0 ] ' ' ' i] ' i} i} ] ' ' ' i] ' i} i} ] ' ' ] ' [} ' PRE-—ENGINEERED | ; CANOPY SYSTEM BY PRE-—ENGINEERED 5 oN CANOPY SUPPLIER. ——| | $2.01 / SEE PLAN NOTE 3 oY Sa $2.01 Re \ \ ro) / N / | i} a |=] _— | Ze I) Z Ic) _L | | - - - Ys - - - - - - - - - - - - - - - - - 1 - - - - - - - - - - - — = — - - - - - - - - - - - L - -7 pT a + + a = + sb | | ara | | [nay Fy ' | | tl 2) | | ra Eb BD & Z ao 2 Z | | a ea WI a faa) ra] a | | Ll = n 1 | l l ry ir OE ry @ te ir | TP C n o 5 C | s | a (an) a =) | x | ud a rr WW ir | o | Zz ry Zz 3S Zz | — | S 5 el 9 cay 2) S ; | ee on rr] Zz Gi Fra ool | Lh iD i" a i} Lh 5) al fe i re x f £ ! jam i} — | -_— -—— -_— _— _ _ _ 4 _ ___|— ——— — SS —l ee — — See a _ — See —l ee — — See a — SS -H ' i] ' ] ' ' - i] te me | i} ro) i} ] ' i} i] — 1 __— --— a _ _ _ _ _ 1 _ _ i _ _ _ _ _ _ _ _ _! _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _! _ _ _ _ _ _ _ _ _ ~— -— [ea —_ _ ) i] i} ' I ; 12 LT ' ] ' ' i] i} i] i} i} i] ' ] ' ' i] i} i] i} i} i] i} ] ' i} i] ' ] ' ' ] i} i] i} i} i] ' ] ' ' i] i} i] i} i} i] ' ] ' ' i] i} i] i} i} i] i} ] ' i} i] ' ] ' ' ] i} i] i} i} i] ' ] ' ' ' 28’-0” ' 28'-0” 28'-0” ' 22’—10%e" (a\ ROOF FRAMING PLAN ‘A’ \s1.32/] SCALE: 3/16” = 1’-0” PLAN NOTES: 1. | PRE-ENGINEERED CANOPY SYSTEM IS TO BE DESIGNED BY THE PRE—ENGINEERED CANOPY SUPPLIER. LAYOUT SHOWN IS DIAGRAMATIC TO SHOW GENERAL FRAMING CONCEPT. ACTUAL DESIGN SHALL BE AS REQUIRED TO MEET BUILDING CODE, CONSTRUCTABILITY, AND COORDINATION WITH ARCHITECTURAL DRAWINGS. 2. DEcK-3 DENOTES CORRUGATED METAL DECK DESIGNED BY THE ———— PRE-ENGINEERED CANOPY SUPPLIER SPANNING IN THE DIRECTION SHOWN. 3. | PRE-ENGINEERED CANOPY STRUCTURE BY CANOPY SUPPLIER REQUIRES SIGNED AND SEALED DESIGN DRAWINGS AND CALCULATIONS BY A LICENSED PROFESSIONAL ENGINEER FOR REVIEW AND APPROVAL BY THE PROJECT ENGINEER OF RECORD. McVEIGHQ MANGUM ENGINEERING: INC 9133 R.G. Skinner Parkway Jacksonville, Florida 32256 Ph: (904) 483-5200 Fax: (904) 636-6770 0-40126-1B email: mail@McVeighMangum.com Eng. of Record: Matthew C. Main CONSTRUCTION ISSUE 03.16.20 License No.: 1431-E Hy Ly LHI Ni NU “”) > O () = © S D { N - cy eR qi n Zz fo) nO < t CQxX a CfCuegse (oe) Sbeo. J <ha Lo.~Z 2 lL xc EF ND OW t- Xs cuoZzZenrh ow zt Oo or ct p52” Hot wv OL2orde- | rt us O- Or QO aS Zmr< OW E <i Ni a 5 WO xt NO E ak sen u IO ane (a) im 6 a 4 YN = wi — Lu > OQ < | wo 5 : LL <L Z < —! al © < = < oc LL . Le fs O ° 9 DATE: 02-19-20 DRAWN BY: SGF SHEET NUMBER: 91.32 PRE-ENGINEERED BTEEL_BENT 1 a fo at = 7 = = = — — = = = : | _ . we | 1 ! ty i io _ _ _ _ _ _ _ _ _ _ 4 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ i fl | | | | I | ite | | | "i U a 14 tea ro) 1 $4.32 | A 7 —- py “ ae : “| 1200S200-68 3 600S162-54 LT GA~ _ LT beck-g | oa LT GA JOISTS oO STUDS @ 16” OC Sf m| @ 24 0C WN (PY Pale Cc i | | / C To O + a / ! rT -_ LO / / N ~~ < . < ‘ 7 - \~2-12008200-68 ——— rs a7 ill N / + | LT GA BEAM ~ t Zz oO 1 . ~ Ve) / oI ~ O x L 7 : £8 ka x / ~ /—£9-40 il | ——~ Cureda J [728 —~. O-=osu / td [TO Ss | (3 5 0 © D iS [SX i] | \\s4.32 =) - ee) 1 7 oO a < (op) O Oo 7 SE if | Io cz 2 ~ | LU 00 7 | , LL — I ‘ (1\ ROOF FRAMING PLAN B chZZnr $1.33] SCALE: 3/16” = 1’-0” outztag SOF cro PLAN NOTES: ® ~ Qs ~o = wn 1. DECK—1 DENOTES 5” THICK NWC CONC SLAB WITH #4 EW T&B @ 12” OC OVER (Nn © ce. Wi —<—> __3” x20 GA FORM DECK SPANNING IN DIRECTION SHOWN. - O DF 2. DECK-2 DENOTES 14°x20 GA GALV MTL DECK SPANNING IN THE DIRECTION ——> SHOWN. 3. SEE SHEET S1.32 FOR ADDITIONAL PLAN NOTES. = O Uu > ra fs . ZMy nx ; oman a —— | No 2 5 WO x nO _ _ _ _ _ — < |— > or uj) IO qaQoao a Lu Ww ! — \s4 =p ee OQ 4 a , PNG |— O Zz 600S162—54 LT GA \ Xx ~ = | - -— studs @ V6” oc. oa aN WY | \ ma ‘ a $4.32 x< LL] | tpoob20p-6B | | - ti O — AY UT ch uISTB + D6 IN : { — — — — ” e es NN @ ps 0C ; \_DECK-1 uy fc \ + de oO ” _ > | on ft TT 3 " ! 4 +] * \ N 1 \$4.32/ L im —_—- / in : i; : AN . peog 9 x nn | ee eer VA ‘ \ J LLLLLLLLLLL LALIT LLLP ILA LLL ETAL POPEATER LLALL LEO iO \ : - = —— = Pal cE J. i|_. ee ae a ie REE Ae \ \ a a zt = So a waar ge AY a 7° ae tf [Le AGN 1 ~ Tia 7 ~ ~ ~ ~ ~ B? 1 To Sy TV a ny ER t = Z | ougnsg/ \ 2-1200S200-68 5 P . LT GA JOISTS LT GA BEAM ee ee ee - @ 24” OC NZ ae i en Ge) Aa Q> aa) 1 \ Al ' | \ s s XC . QS : ! 5 S <> ! ! Q> s < ! ' = = © \ 2 ° = | \ QW 7 . ay O | wa, Zz | S ! < Li ] | g oO | ; O \ \ oc ‘am O 1 \ > ] = fj \ = \ cc ] I \ DATE: 02-19-20 | | . DRAWN BY: SGF 15 \ | \ 51'—4%" \ SHEET NUMBER: McVEIGHQ MANGUM ENGINEERING: INC 9133 R.G. Skinner Parkway Jacksonville, Florida 32256 a Ph: (904) 483-5200 Fax: (904) 636-6770 0-40126-1B email: mail@McVeighMangum.com Eng. of Record: Matthew C. Main License No.: 1431-E CONSTRUCTION ISSUE 03.16.20 ~ © © @ _———— _ ST Ww | | | 4 ' | | | | | | ' | | | | ' | | | | | ee oy PRE-ENGINEERED STEEL BENT ee (18) ry PRE-ENGINEERED CANOPY SYSTEM BY PRE-ENGINEERED CANOPY SUPPLIER SEE PLAN NOTE 3 ON SHEET S132 28’-0” PRE—-ENGINEERED $TEEL BENT| Steven E. Hutchins AIA Architects 109-113 ESTATE CASTLE COAKLEY CHRISTIANSTED, ST. CROIX TEL 340-778-8898 FAX 340-778-7754 U.S. VIRGIN ISLANDS 00822 DECK-3 28’-0” (ROOF FRAMING PLAN °C’ e A | | | \s34] SCALE: 3/16” = 1’-0” PLAN NOTES: 1. SEE SHEET S1.32 FOR ADDITIONAL PLAN NOTES. vty PRE-ENGINEERED STEEL BENT 1 6 ~ ~ ~ ~ ~ ~ ~ ~ yl ~ ~ ~ 71 ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ PRE—-ENGINEERED || STEGL PURLINS,} TYP WD FREDERIKSTED REVITALIZATION PROJECT PAUL E. JOSEPH BASEBALL STADIUM AND SPORT COMPLEX . \ ' oO uu | | Ai ¢ % oO l ' | ' On | | \$2.02 ' | ' | ' | ! O \ | y Zz ! < - - - - - _ - - ql l PRE—HNGINEERED |STEEL BENT + Ld - _ - _ - - - - - - - - - - - _ - - - - 7 _ - - (15) _j | | oO | O | Z | — | | | = lan ! < 1 | ‘am i < O I | ' 5 | Z ' | ' oO | = | = 1 | 1 pS | fa | ” DRAWN BY: SGF am PRE-ENGINEERED BTEEL BENT ee a en q ° T ! | DATE: 02-19-20 SHEET NUMBER: McVEIGHQMANGUM ENGINEERING: INC 9133 R.G. Skinner Parkway Jacksonville, Florida 32256 a Ph: (904) 483-5200 Fax: (904) 636-6770 0-40126-1B email: mail@McVeighMangum.com Eng. of Record: Matthew C. Main License No.: 1431-E CONSTRUCTION ISSUE 03.16.20 X:\2014\14188 (Paul E Joseph Stadium and Sports Complex)\14188_dwg\14188 $2.01 BLDG SECTIONS.dwg, 04/02/2020 11:50 AM, agutierrez ©) 2018 THIS DRAWING IS THE INSTRUMENT OF SERVICE AND PROPERTY OF MCVEIGH & MANGUM ENGINEERING, INC. THE USE OF THIS DRAWING SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH IT WAS PREPARED, ANY USE OR REPRODUCTION WITHOUT THE EXPRESSED WRITTEN PERMISSION OF THIS CORPORATION IS PROHIBITED PRE-ENGINEERED COLUMN BY PRE-ENGINEERED BLEACHER/ CANOPY SUPPLIER PRE-ENGINEERED BLEACHER-<——______| SYSTEM BY PRE-ENGINEERED BLEACHER SUPPLIER PRE-ENGINEERED BLEACHER SUPPORT BEAM BY PRE-ENGINEERED BLEACHER SUPPORT SUPPLIER ~ 2’-6” x 2’-6” BENT BARS TO MATCH CONC CEILING REINF. ~ 6” CONC WALL, cm SEE 5/S4.41 FOR REINF f «\ DETAI \ $2.01 QD /-—PRE-ENGINEERED BLEACHER GIRDER AND BEAM CONNECTIONS BY PRE-ENGINEERED BLEACHER SUPPLIER . “ Ww ; “N (2\_DETAIL ~. “XN $2.01 SCALE: 3/4” = 1’-0” we ; “XN Ww ; aN Ww ; PRE-ENGINEERED BLEACHER SYSTEM BY PRE—ENGINEERED il BLEACHER SUPPLIER BLEACHER TO MAT FOUNDATION aa 3 4 BY PRE-ENGINEERED BLEACHER | SUPPLIER 524 - a _ - RAILING, p | ~ SEE ARCH — MAT FOUNDATION, SEE PLAN STEEL PILE, SEE PLAN NOTE: SEE 9/S3.02 FOR INFO NOT SHOWN (2\_ DETAIL \s2.0r] SCALE: 3/4” = 1'-0" ” » As SCALE: 3/4” = ~\ PRE-ENGINEERED COLUMN AND BASEPLATE DESIGN BY PRE—ENGINEERED BLEACHER/CANOPY SUPPLIER 6” CONC CEILING w/ #5@12” OC EW SUPPLIER PRE-ENGINEERED PURLIN BY PRE—ENGINEERED CANOPY SUPPLIER PRE-ENGINEERED BEAM BY PRE-ENGINEERED cer \ PRE-—ENGINEERED SUPPORT— | GIRDER AND BEAM CONNECTIONS BY PRE-ENGINEERED CANOPY SUPPLIER PRE-ENGINEERED COLUMN BY—~ | PRE-ENGINEERED BLEACHER/ CANOPY SUPPLIER PRE-ENGINEERED ROOF DECK BY PRE-ENGINEERED CANOPY SUPPLIER (2) DETAIL ; \s2.0r] SCALE: 3/4” = 1’-0" / NOTE: COORDINATE CANOPY/BLEACHER DIMENSIONS AND DETAILS WITH ARCHITECTURAL DRAWINGS (~\ BUILDING SECTION ‘. \s2.or] SCALE: 1/8” = 1’-0” / / / VA wat NOTE: SEE 4/S3.01 FOR INFO NOT SHOWN FOUNDATION, SEE PLAN (10 \ DETAIL \s2.or] SCALE: 3/4” = 1'-0” \N PRE-ENGINEERED COLUMN AND SU PRE-ENGINEERED BEAM BY PRE-ENGINEERED CANOPY PPLIER PRE-ENGINEERED PURLIN BY PRE-ENGINEERED CANOPY SUPPLIER PRE-ENGINEERED ROOF DECK BY PRE—ENGINEERED CANOPY SUPPLIER /~—PRE-ENGINEERED SUPPORT GIRDER AND BEAM CONNECTIONS BY PRE-ENGINEERED CANOPY SUPPLIER /—PRE-ENGINEERED COLUMN BY PRE-ENGINEERED BLEACHER/ CANOPY SUPPLIER / (e\ DETAIL / $2.01} SCALE: 3/4” = 1’-0” PRE-ENGINEERED COLUMN BY PRE-ENGINEERED BLEACHER/ CANOPY PRE-ENGINEERED BLEACHER | SUPPORT GIRDER AND BEAM CONNECTIONS BY PRE-ENGINEERED BLEACHER SUPPLIER e000 | J CONC WALL, SEE PLAN FOR THICKNESS AND REINF CONC PILASTER BEYOND, SEE PLAN DETAIL SCALE: 3/4” = 17-0” CONC WALL, : de a / / SUPPLIER \ “a y a \ ) 7 L a \ / a \ / a \ / a ee ee | | VA “7 Se 7 TOP_OF CANOPY, . | ——OT EL VARIES, - ~ -* SEE P. “XN | | i] | -" “ a . —_— | | (2) we L 4 S2.01 TOP OF WALL Z EL 16’—2” CONCOURSE LEVEL EL 12’-8” CONC CEILING, SEE 4/S2.01 FOR | THICKNESS oo — AND REINF | 7 LL | -~ > L — | “lI TOP OF SLAB PRE-ENGINEERED COLUMN BY | EL 0-0 PRE-ENGINEERED BLEACHER/ | CANOPY SUPPLIER | NN! | | | x SEE PLAN FOR THICKNESS AND REINF L-—CONC PILASTER BEYOND, SEE PLAN BASEPLATE DESIGN BY PRE—ENGINEERED BLEACHER/CANOPY SUPPLIER STEEL PILE, SEE PLAN HPN NOTE: SEE 4/S3.02 DETAIL (2 _ DETAIL S2.01 SCALE: 3/4” = 17-0” MAT FOUNDATION, SEE PLAN FOR INFO NOT SHOWN $2.01 x Ly SCALE: 3/4” = 1’-0” McVEIGHQMANGUM ENGINEERING: INC 9133 R.G. Skinner Parkway Jacksonville, Florida 32256 Ph: (904) 483-5200 Fax: (904) 636-6770 0-40126-1B email: mail@McVeighMangum.com Eng. of Record: Matthew C. Main CONSTRUCTION ISSUE 03.16.20 License No.: 1431-E N Ly NT Steven E. Hutchins AIA Architects 109-113 ESTATE CASTLE COAKLEY CHRISTIANSTED, ST. CROIX TEL 340-778-8898 FAX 340-778-7754 U.S. VIRGIN ISLANDS 00822 FREDERIKSTED REVITALIZATION PROJECT PAUL E. JOSEPH BASEBALL STADIUM AND SPORT COMPLEX 7 (e) LU im O oc oO Cp) S | O LU Cp) S z : 0 x = — c > a aa) Zz = x oc im) DATE: 02-19-20 DRAWN BY: AGO SHEET NUMBER: 92.01 X:\2014\14188 (Paul E Joseph Stadium and Sports Complex)\14188_dwg\14188 $2.02 BLDG SECTIONS.dwg, 04/02/2020 11:51 AM, agutierrez ©) 2018 THIS DRAWING IS THE INSTRUMENT OF SERVICE AND PROPERTY OF MCVEIGH & MANGUM ENGINEERING, INC. THE USE OF THIS DRAWING SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH IT WAS PREPARED, ANY USE OR REPRODUCTION WITHOUT THE EXPRESSED WRITTEN PERMISSION OF THIS CORPORATION IS PROHIBITED PRE-ENGINEERED CANOPY SYSTEM BY PRE—ENGINEERED CANOPY SUPPLIER. _—— + PRE-ENGINEERED BLEACHER SYSTEM WITH BEAM AND COLUMN SUPPORT BY PRE-ENGINEERED BLEACHER SUPPLIER. NOTE: COORDINATE CANOPY/ BLEACHER DIMENSIONS AND DETAILS WITH ARCHITECTURAL DRAWINGS TOP OF CANOPY EL VARIES, SEE PLAN TOP OF WALL EL 16’—2” CONCOURSE LEVEL ~_— — — YH (3 Pa fi EL 12-8" CONC. WALL BEYOND, - ia SEE PLAN “ al || ¥ a NO EXT CONC WALL, ri 4! SEE DET 5/S4.11 FOR MAT FOUNDATION, || : “| lays | REINFORCING SEE PLAN | | | | 2 Fl f pr nleseal | TOP OF SLAB l l | | l l EL 0-0" | | | | | | | | | Sa | | | | | | | | | | : | | | | | A | | | | | \ | | % STEEL PILE, ee ee _) Cn ee J ( ae | SEE PLANS (2) SECTION \s2.02] SCALE: NTS (*) ©) NOTE: COORDINATE CANOPY/ BLEACHER DIMENSIONS AND DETAILS (6 WITH ARCHITECTURAL DRAWINGS PRE-ENGINEERED CANOPY SYSTEM BY PRE—ENGINEERED CANOPY SUPPLIER. TOP OF CANOPY r-PRE-ENGINEERED BLEACHER SYSTEM WITH BEAM AND COLUMN SUPPORT BY PRE-ENGINEERED BLEACHER SUPPLIER. — EL VARIES, SEE PLAN TOP OF WALL EL 16'—2” CONCOURSE LEVEL ee a a — EL 12-8" +6” CONC CEILING : $2.0) SLAB, SEE PLAN = 6” INT CONC WALL Ms \ a \ SEE DET 5/S4.41 . y Pa 8” EXT CONC WALL, FOR REINFORCING L: Fa af SEE DET 5/S4.11 FOR MAT FOUNDATION, y 2 REINFORCING SEE PLAN F a-ha L i ul TOP OF SLAB T Tl EL 0-0” ee (2\_ SECTION ee es ee) eee — — — — ]}- — — — — — }- 4 \ sree PILE, SEE PLANS $2.02 SCALE: NTS CONC DUGOUT ROOF SLAB, SEE PLAN FOR REINF ss KR z T/SLAB EL, a 7 oo —s —— SEE PLAN 4 qd 2 : . . a @s#6g ae°. iT) 4 4a qV A 4 ¢ . : 9 . . ta a. a. Np CLOSED TIES Aa ed @ 4” OC joe 30) B/BEAM EL 7-0" 3 45 wa | SEE PLAN 1’-0 (3s\_DETAIL $2.02} SCALE: NTS RAILING SEE ARCH CONC DUGOUT ROOF SLAB, SEE PLAN FOR PRE-ENGINEERED BLEACHER REINF SYSTEM BY PRE-—ENGINEERED — BLEACHER SUPPLIER io “sagt dat 4 , * ~ 4 ‘Ja. rn . 4 . OS “J . : A ne cv J CONC WALL, a ‘Pe SEE PLAN FOR a PRE-ENGINEERED BLEACHER THICKNESS i A SUPPORT BEAM BY AND REINF - on PRE-ENGINEERED BLEACHER 9 4 q SUPPLIER ge - BLEACHER TO CONC WALL CONN BY PRE-ENGINEERED BLEACHER SUPPLIER 8” CONC WALL w/ . #4 VERT @ 12” OC & ° #4 HORIZ @ 9” OC oe CONC SLAB, SEE PLAN FOR REINF T/WALL EL, (+ _DETAIL $2.02 PRE-ENGINEERED COLUMN BY PRE-ENGINEERED BLEACHER/ 17-7%" VER. w/ ARCH. dA CANOPY SUPPLIER PRE-ENGINEERED BLEACHER SYSTEM BY PRE-ENGINEERED BLEACHER SUPPLIER Aa PRE-ENGINEERED BLEACHER SUPPORT BEAM BY PRE-ENGINEERED BLEACHER SUPPLIER BLEACHER TO CONC SLAB CONN BY PRE—ENGINEERED BLEACHER SUPPLIER (2) DETAIL $2.02 SCALE: NTS McVEIGHQMANGUM ENGINEERING: INC 9133 R.G. Skinner Parkway Jacksonville, Florida 32256 Ph: (904) 483-5200 Fax: (904) 636-6770 0-40126-1B email: mail@McVeighMangum.com Eng. of Record: Matthew C. Main License No.: 1431-E CONSTRUCTION ISSUE 03.16.20 N Ly NT Steven E. Hutchins AIA Architects 109-113 ESTATE CASTLE COAKLEY CHRISTIANSTED, ST. CROIX TEL 340-778-8898 FAX 340-778-7754 U.S. VIRGIN ISLANDS 00822 FREDERIKSTED REVITALIZATION PROJECT PAUL E. JOSEPH BASEBALL STADIUM AND SPORT COMPLEX : fe) it Cp) z O | O LL] s (Cp) 2 O < Zz = O = —! z 5 : Mm DATE: 02-19-20 DRAWN BY: AGO SHEET NUMBER: 92.02 X: \2014\14188 (Paul E Joseph Stadium and Sports Complex)\14188_dwg\14188 $3.01 FDN DETAILS.dwg, 04/02/2020 11:51 AM, agutierrez ©) 2018 THIS DRAWING IS THE INSTRUMENT OF SERVICE AND PROPERTY OF MCVEIGH & MANGUM ENGINEERING, INC. THE USE OF THIS DRAWING SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH IT WAS PREPARED, ANY USE OR REPRODUCTION WITHOUT THE EXPRESSED WRITTEN PERMISSION OF THIS CORPORATION IS PROHIBITED CONC MAT SLAB, KEYWAY W/ - WALL CONC MAT SLAB, SEE PLAN WATERSTOP all DOWEL SEE PLAN TYP |: i yn . en ae / i _.. ; : v a gq | 4 A e @ oa e e ow toy: e. : ey ° ° x) e@ e v Ze . 4597 ‘ 4s fas 3). 8 a . a Ss, z : A. “J - 4 4 “a . . | . 4. ; Lo oT, Lg a . a E|oO —e a 49 a nr, o - ae —— “4 a => Re tA vo Dog fo a : A ° vo q ! PA] “eg e eo. fe... e e e o_ e ) ° ‘ e 4 Ae ° oo a a “J . me, / . rm) : 464g tJ g — | 4 _ A. A: | Ny] A 27 © A | \ .J g ¢ Mop te 44 7 I ‘ , ° a = ——SS== —_——_—— nn Xm mn | | | | | STEEL PIPE PILE, A, VAPOR SEE PLAN & S303 RETARDER JOINT AT WALL CONSTRUCTION JOINT NOTE: (2) MAT SLAB JOINT DETAILS CONSTRUCTION JOINT TO BE THIRD POINTS OF SPAN BETWEEN SUPPORTS. $3.01 SCALE: NTS 2” CLRY &. “2 — (2) ADDITIONAL REINF @ SLAB CL SUPPORT CL SUPPORT ADD AT EACH SIDE OF OPNG % OF SLAB REINF INTERRUPTED BY OPENING SLAB REINF INTERRUPTED BY OPNG CL SUPPORT CL SUPPORT OPNG>8" $3.01 SCALE: NTS DUMMY GROOVE JOINT. NS (2 ADDITIONAL REINF RECESSED ADD 2-—#4x3’-0” LG CTR’D @ EACH PT OF DIAMOND MAT $3.01 SCALE: NTS 8” TYP A 3} ° 4. 4 s] SEE PLAN s}. {* SEE DETAIL ”A” Jog 7 MAT SLAB, A: \ th *|4 “4 L6x3%x% (LLV) x 2 —_+ DOOR WIDTH + 4” W/ "40 ° ia D) rr az . %’$x3” STUDS @ 2’-0” ‘a a 4. 4. XQ Sf “A ; So 4 a NL ca 4 aa a %_ 2-12 > “ fe fe i y, | fe : — a eee —s ae =| es _ e. —* 4 a —s*- N SRI TET i 2’-0” SQUARE HOLE LOCATE [7]U-47 SSS SSS YIY IY) ) 7% ale AS REQ’D BY ELEV MANUF FILL f*} .* 2 OXY YN v NA fb as HOLE W/ NON-SHRINK GROUT f°} .. | | % LI 2 “A |. & AFTER ELEVATOR IS ERECTED |¢] 44 45@12” EW DETAIL _"A” 2 1’-0” 7 a fe] a> y. S : ll EF TYP TYP : SUMP PIT |. | by W/ ve \ -{4 q ali 17-6” STEEL REINF, an 2 . A SEE PLAN se a tr5—5 1. ed | SHE PLAN | je A q 7 oe By .q 4 e ae 7 e | : ‘a . T/SLAB EL, | . po . oo | —=s SEE PLAN : . @ NOTES: CJ . e » +8 C) WA) e.- C) . . a —— i ee —— nae _ ie ' atg.ca- | 1) SEE SPECS FOR WATERPROOFING. L, ; ‘ a oy gv .! | . a | 2) PROVIDE WATERSTOP @ EACH ns ae 4 4 ae. N |. 2 | JOINT—SEE SPECS. & 2) . 4, a - : mn | 2 a 2 a | | . “a a a 4. , ~ “40 ! . 4 J ht J rr ne Le } . a} VAPOR RETARDER a Vv : 4, ; 9 go: . TTD eo > 7 TT e oe 24 ‘ 4". A °. q e | | | | ag 3 | | #6@6” EW T&B | Pp a at !_4,_1 #6@6" EW CTR'D a SEE PLAN & 5503 (>=\ DRAIN DETAIL (e\ ELEVATOR PIT SECTION S3.01/ SCALE: NTS S3.01/ SCALE: NTS CL COL STAIR STRINGER BY STEEL COLUMN BY BASE PLATE AND ANCHOR PRE-—ENGINEERED PRE—ENGINEERED BOLTS BY PRE—-ENGINEERED STAIR SUPPLIER STAIR SUPPLIER, STAIR SUPPLIER. SEE PLAN NON-METALLIC, NON-SHRINK GROUT 1” CORN to Poon MIN, 2’ MAX BY PRE—ENGINEERED a MAT SLAB, STAIR SUPPLIER MAT SLAB, a SEE PLAN [ SEE PLAN Liu | T/SLAB EL, | T/SLAB EL, ee SS | st OSEE PLAN 4 a a | ss SEE PLAN . } OG. h A: , . . : J a 4° . . : 4. oo al : g A. “oy : g "4 “ae * b. Ale e J “ 4 e . e. ‘Ave e J a . Ba 4 Wt 4 3 4 Wt 4 (2) STAIR COL TQ MAT FOUNDATION $3.01 SCALE: NTS J. “TT TT I (2\ STAIR STRINGER TQ MAT FOUNDATION $3.01 SCALE: NTS WRAP WITH 2 LAYERS OF OILED HEAVYWEIGHT KRAFT PAPER, TWIST END CLOSED %’ 6 SMOOTH %” PREMOLDED BAR @ 1’—6” EXP JT MATERIAL VQYY . otoof \ } / : ~ do WwW gio. a 4 ” % CHAMFER 9” Q” CONSTRUCTION JOINT (7) CONCRETE WALL NOTES: STEEL COLUMN BY PRE-—ENGINEERED CL COL BASE PLATE AND ANCHOR BOLTS BY PRE—-ENGINEERED CANOPY/BLEACHER CANOPY/BLEACHER SUPPLIER. SUPPLIER, SEE PLAN NON-METALLIC, NON—SHRINK GROUT 1” MIN, 2” MAX ar MAT SLAB, oo ja SEE PLAN Su (ri) T/SLAB EL, a v1 J SEE PLAN a] ; a. 7 ag | . 74 +. é a 7 4% * 40 “4 eg! . J. 4) . a 4 ee ft (2) RECESSED COL TO MAT FOUNDATION $3.01 SCALE: NTS 1) SHEAR KEY SHALL END 3” FROM TOP OF WALL. 2) STOP HORIZ REINF 1%” EA SIDE EXP AND CONST JOINT. 3) PROVIDE CONTRACTION OR CONST JNT AT 3 TIMES WALL HEIGHT OR 30’ MAX. PROVIDE EXPANSION JT @ 90’ MAX. in CONTRACTION JOINT WX - Wa “a a cat, . ee eee = : pe et As 4 “J : 4. ; . at g. 0.1xWALL THICKNESS x” TYP , CONTRACTION JOINT JOINTS $3.01 SCALE: NTS McVEIGHQMANGUM ENGINEERING: INC 9133 R.G. Skinner Parkway Jacksonville, Florida 32256 Ph: (904) 483-5200 Fax: (904) 636-6770 0-40126-1B email: mail@McVeighMangum.com Eng. of Record: Matthew C. Main CONSTRUCTION ISSUE 03.16.20 License No.: 1431-E N Ly NT Steven E. Hutchins AIA Architects 109-113 ESTATE CASTLE COAKLEY CHRISTIANSTED, ST. CROIX TEL 340-778-8898 FAX 340-778-7754 U.S. VIRGIN ISLANDS 00822 | rt us O- or QO aS Zm x OW E << & Ni a 5 WO qt NO E ak s(n u IO ras (a) im 6 a KSZ YN <= < WwW — Lu > QO < | wo 5 : LL Op — < | Lu 2 Z O | < QO S ? 9 = rs DATE: 02-19-20 DRAWN BY: SGF SHEET NUMBER: 93.01 X:\2014\14188 (Paul E Joseph Stadium and Sports Complex)\14188_dwg\14188 $3.02 FDN DETAILS.dwg, 04/02/2020 11:51 AM, agutierrez ©) 2018 THIS DRAWING IS THE INSTRUMENT OF SERVICE AND PROPERTY OF MCVEIGH & MANGUM ENGINEERING, INC. THE USE OF THIS DRAWING SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH IT WAS PREPARED, ANY USE OR REPRODUCTION WITHOUT THE EXPRESSED WRITTEN PERMISSION OF THIS CORPORATION IS PROHIBITED RAILING 2’-0” MIN TO (2) SECTION 8” VON SEE PLAN ; eZ REINF ld REINF EF TO MATCH : KEYWAY W/ WATERSTOP | of SN eae Or Ng ; = MAT REINF. PROVIDE 4 AT EXTERIOR WALLS |. if ao MAT REINFORCING, HOOKED ENDS FOR ° non SEE PLAN ait ao. VERT REINF Hk SH MAT SLAB, dt / SEE PLAN T/ORADE PSHE T/SLAB EL, 4 -| |} =} 7s 4A, SEE PLAN PAVEMENT, SEE CIVIL ai ae : : SEE CIVIL 4 40 Pa) a. en N Wy a: 180 HOOKS AT Sf ah * ot a BAR ENDS fb s ; 3 ; TIT nw oN e ° e 2 e 4e ey = DOWELS TO MATCH r 4 ° J: .| | WALL/PILASTER REINF ===> nN STEEL PIPE oe, SEE PLAN & $3.03 Vv RETARDER fi \ SECTION f2\ SECTION $3.02 SCALE: NTS $3.02 SCALE: NTS ry 8” RAILING, SEE ARCH UON ame y SEE PLAN STANDARD 7 FOR REINF HOOKS e olf. I, Ik MAT SLAB, 8” CONC WALL aie SEE PLAN W/ #5 VERT @ 12”0C & #4 x J HORIZ @ 12” OC eae - T/SLAB EL, Lye —s : a i ae SEE PLAN . e eo e : ev .e a °a 8 7 al Q al . 4 7 7 7 , ‘oO “e : gf! ° ) 4. , 4 . a. v . ~ 3 A. s . 4 ‘|s CONC SLAB ON oy q 2 AQ ro a GRADE, SEE PLAN a] : “4 a ; rm Pp = = “ whe e . e e T/GRADE, 1 —_—_—__— 7 a SEE CIVIL |. — ee ee g sg 4 Fas 2 woz a! S 9” #4x1’-6” LG DOWEL © 24” O.C. 2-#5 CONT BOT | A 1-6 EXIST STEEL PIPE PILE, SEE PLAN ABANDONED —~_| & $3.03, TYP y STEEL PIPE PILE, V SEE PLAN & S3.03, TYP (CUT TOP OF PILE IF NEEDED) (2 \ SECTION $3.02 SCALE: NTS O PRE-ENGINEERED BLEACHER SYSTEM BY PRE-ENGINEERED BLEACHER SUPPLIER BLEACHER TO FOUNDATION CONNECTION BY PRE—ENGINEERED BLEACHER SUPPLIER RAILING SYSTEM, SEE ARCH a a or eee T/SLAB EL, SEE PLAN PROVIDE MIN. 3” GROUT COVER OVER TOP OF PILE AND 6” DOWN PILE SIDE TOP OF GRADE, SEE CIVIL EXIST STEEL PIPE PILE, SEE PLAN & S3.03, TYP (CUT TOP OF PILE IF NEEDED PER THE RECOMMENDATIONS OF THE 4 PROJECT GEOTECHNICAL ENGINEER) (2 \ SECTION 1’°-4” MIN RETARDER SEE PLAN $3.02 SCALE: NTS MAT FOUNDATION SYSTEM, SEE ARCH J SEE PLAN . T/SLAB EL, a ‘. 4, 4 a SEE PLAN eo. a D e. e e e Aa @. eg ° ° a ” | - 8 “A a q 4 5 af UON - 4 A Sos : v : @ 4 a. q . hy i - ; oe oy Rai SEE PLAN "sa oe ot ge AE, t—=n CONC WALL, SEE PLANS . 4h FOR REINF 9 TR? 7 4, FOR LOCATIONS : . ga a 4 . , . De, 4foou. | fl Pals DOWELS TO MATCH | of (OS de 4 WALL/PILASTER REINF a! 7 of. METAR 2” DROP AT EXTERIOR | 2 - 4 | ta REE RDER, CONDITIONS _ MAT SLAB, a —_ , ARCH. : / SEE PLAN . “., 4 f all’ * I . T/SLAB EL, | . fo fed. = eel 2400 SEE PLAN v : _ I: . : @ @ Z ; .e°N @ J eo” 4 oe [4 : a a | 6 4 4. : q . : . _. . ‘4 : ° J 4. <- » 4 a |- | 4 Ya.t oc. Oo . ; 4|- 4 a: 4 4 4 ; . J e : e 4 e o. aff a} tf | 1-0" MIN WS | vg qa: 44-7 a . A o a fod A” 4 g 47 }-° A 1 _ 4 STEEL PIPE PILE, | |-—_STEEL PIPE PILE SEE PLAN & S3.05 RETARDER SEE PLAN & NOTE: S3.03 TYP FOR ADDITIONAL INFO, SEE 1/S3.02. 8” UON SEE PLAN FOR REINF | | | | i HK | (|. PRE-ENGINEERED I HH Ht / STEEL COLUMN, SEE PLAN. ” | : 4” DROP AT EXTERIOR i OR UL. (CONC COL AT SIM) T/SLAB EL, rr SEE PLAN Aas os bg 40 aaa STEEL PIPE PILE, SEE PLAN & S3.03 $3.02 SCALE: NTS SEE ARCH FOR RISER AND MAT SLAB, TREAD DIMENSIONS SEE PLAN T/SLAB EL, SEE PLAN C) e ge e tC) e e ¢ C) mr) SEE 5/S3.02 FOR | ee | ie | grt: “oy os 5 STAIR REINF 7, rey. 405 a4 rv z es . — q Ss =: a CONC SLAB ON nee re _ 4 7 Ga GRADE, SEE PLAN ag a ig 4 ty = Xx = : : Ma qv ; @ A : (7) ” . . .g ee er ee T/SLAB EL, ____ "MIN 40M, ; A are | 9” #4x1’-6” LG DOWEL @ 24” O.C. EXIST STEEL PIPE / PILE, SEE PLAN & $3.03, TYP Wy NOTE: FOR ADDITIONAL INFO, SEE 5/S3.02. (2 \ SECTION S3.027 SCALE: NTS RAILING SYSTEM, SEE ARCH a wn ~ LL. = T/SLAB EL, Tl TT SEE PLAN PROVIDE MIN. 3” GROUT COVER OVER TOP OF PILE AND 6” DOWN PILE SIDE TOP OF GRADE, cn Be SEE CIVIL ~(\ STEEL PIPE PILE, SEE PLAN & S3.03, TYP (CUT TOP OF PILE IF NEEDED PER THE RETARDER RECOMMENDATIONS OF THE y PROJECT GEOTECHNICAL ENGINEER) 1’-4” MIN (2 \ SECTION $3.02 SCALE: NTS (4) SECTION NOTE: RETARDER FOR ADDITIONAL INFO, SEE 1/S3.02. $3.02 SCALE: NTS 8” UON \- SEE PLAN Hl IL, FOR rene ; STANDARD HOOKS Wo df |le3e . T/SLAB EL, — a SEE PLAN e@ ky @ ea. e e e D N aug 7 , v A ag- é 4 “A ce | oo, . 4: . . << . CONC SLAB ON “4 a er bo GRADE, SEE PLAN . . Se td q. — gd , ; a (Tp) { oe : ‘ee Ae e@ e @ T/SLAB EL, Te 4. a, SEE PLAN [oO ee , . 4 » a y. a A A 9” #4x1'-6” LG DOWEL @ 24” O.C. EXIST STEEL PIPE S/S PILE, SEE PLAN & $3.03, TYP (2\ SECTION $3.02 SCALE: NTS CONSTRUCTION ISSUE 03.16.20 Eng. of Record: Matthew C. Main N Ly NT Steven E. Hutchins AIA Architects 109-113 ESTATE CASTLE COAKLEY CHRISTIANSTED, ST. CROIX TEL 340-778-8898 FAX 340-778-7754 U.S. VIRGIN ISLANDS 00822 FREDERIKSTED REVITALIZATION PROJECT PAUL E. JOSEPH BASEBALL STADIUM AND SPORT COMPLEX ep) — < | LL} Q z O | < -Q 5 = DATE: 02-19-20 DRAWN BY: SGF McVEIGHQMANGUM ENGINEERING: INC 9133 R.G. Skinner Parkway Jacksonville, Florida 32256 Ph: (904) 483-5200 Fax: (904) 636-6770 0-40126-1B email: mail@McVeighMangum.com License No.: 1431-E SHEET NUMBER: 93.02 ©) 2018 THIS DRAWING IS THE INSTRUMENT OF SERVICE AND PROPERTY OF MCVEIGH & MANGUM ENGINEERING, INC. THE USE OF THIS DRAWING SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH IT WAS PREPARED, ANY USE OR REPRODUCTION WITHOUT THE EXPRESSED WRITTEN PERMISSION OF THIS CORPORATION IS PROHIBITED X: \2014\14188 (Paul E Joseph Stadium and Sports Complex)\14188_dwg\14188 S3.03 CAST PILE DETAILS & ELEVATION.dwg, 04/02/2020 11:52 AM, agutierrez EXISTING EXISTING 160 STEEL PIPE EXISTING a 16’o STEEL PIPE L a PILE, TYP, UON 16” STEEL PIPE | PILE, TYP, UON _ an te + i PILE, TYP, UON _ an _ 7 lam _ _ _ la 7) \T7 \Ty | | CL PILE = A = 2’-0” MIN ~ N N | STD cc EDGE OF MAT —J . is | oz Fy | _| FS ON 8-46 ts ° - ° (PY) + 3a n ty ty n ~ T/PILE EL pan en OY, - T - a ccs (111111111111 * =” L | [ [ : 1 | | Lo ~~ PN | 2’-0” | 2’-0” | ® LAP SPLICE, —~ | EXISTING . 2’-0” ! 2’-0” - SEE SCHED. 3—#5 TIES @ 3 la © TYPE 2 TYPE 3 TYPE 4 O st io EXISTING { N Lp) Lv | 4 STEEL PIPE PILE N EXISTING a FILLED W/ CONC < ee 8—$6x35'-0" Pe (-) = 3 S TYP EXISTING EXISTING fg o #3 TIES @ 12” a 18"e STEEL PIPE - 0 x 9 FOR 35’-0 7 chy - - _ _ _ ay co EXISTING £& X gy © +7 | / 16"@ STEEL PIPE € 72s a — | | " PILE, TYP, UON O = Ot — in x - lm (fy — - —- —- gy - — - —- 5 O2EQ i TSe23 ro) .! WwW O cO FS | ' LU —| i NS, " i WU <2 o 00 ~ Ee wm NR 16” DIA | | C D Z Z N fo) EXISTING | iA 2 T eo i | 9 FULL HEIGHT = | ¢p) - O DF a | - I 2 | . | ) I N L L a ) | ) | | rT to - Co — — — — — ay) 4’—0” ! 4’-0” | C = & APPROX EL 85’—0” MIN* o or a BELOW EXISTING GRADE 2-10 2-10 oO zx (DENOTED IN PLAN TYPE 5 TYPE 6 O 4 WwW NOTE: NOTE: Nj a = EXISTING TOP OF PILE ELEVATION SHALL BE EXISTING PILE LOCATIONS SHALL BE —~ WO VERIFIED PER FOUNDATION PLAN NOTES VERIFIED PER FOUNDATION PLAN NOTES _I PRIOR TO MAT CONSTRUCTION. PRIOR TO MAT CONSTRUCTION. x Y O a — 0 > o 9 FF ut LO (a EXISTING 16 @ STEEL PIPE PILE ELEVATION (2\_ EXISTING GROUPS FOR 16 @ PILES roe \$3.037 SCALE: NTS \s3.037 SCALE: NTS —2 Lu Ww mPa : OZ - > CL PILE Si . 2’-0” MIN ~< Ul — HOOK ° 8'+0 WwW as 2-0” 2-0” 2-0” 2-0” 7 EDGE OF MAT ue iS or ON 8-46 = 8 2 TP) = ona fe 7 T/PILE EL pan a : =o o 169 STD PIPE FILLED = . WITH SOLID GROUT, TYP Ll N a LAP SPLICE, ~~ | 3-45 TIES @ 3” ~ SEE SCHED. | | =) _ _ _ (hy — _ _ _ _ _ _ | ip p PN greet PIPE PILE a a 085 4 = FILLED W/ CONC | | o-&B Tee * 8—#6x35’—0” N , 7 nr TYP we a Va —! N #3 TIES @ 12” qt Zz FOR 35’—0” — to (a) <™s LU S ‘ i ) —ie i z ~ a — in _ _ Th _ _ _ _ ty _ _ _ . Cp) 16” DIA a a 5 <{ Ee O NS | | <x -, . s . O aaa FULL HEIGHT N Z a zZ z ao Q a *ALL PILE CAP REINF MUST DATE: 02-19-20 a HAVE 180° HOOKED ENDS ‘ DRAWN BY: SGF o & APPROX EL 85’—0” MIN#* BELOW EXISTING GRADE SHEET NUMBER: (_) penotep IN PLAN McVEIGHQMANGUM (2) 169 STEEL PIPE PILE ELEVATION (2 TYP—4 PILE CAP ENGINEERING-INC S303 \$3.037 SCALE: NTS \s3.03] SCALE: NTS Jacksonville, Florida 32256. . 0-40136:1B. email: mail@ MeVelghMangum.com Eng. of Record: Matthew C. Main . License No.: 1431-E X: \2014\14188 (Paul E Joseph Stadium and Sports Complex)\14188_dwg\14188 S4.01 BEAM AND SLAB DETAILS.dwg, 04/02/2020 11:52 AM, agutierrez ©) 2015 THIS DRAWING IS THE INSTRUMENT OF SERVICE AND PROPERTY OF MCVEIGH & MANGUM ENGINEERING, INC. THE USE OF THIS DRAWING SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH IT WAS PREPARED, ANY USE OR REPRODUCTION WITHOUT THE EXPRESSED WRITTEN PERMISSION OF THIS CORPORATION IS PROHIBITED N Ly NT Steven E. Hutchins AIA Architects 109-113 ESTATE CASTLE COAKLEY CHRISTIANSTED, ST. CROIX U.S. VIRGIN ISLANDS 00822 TEL 340-778-8898 FAX 340-778-7754 2% ” ” SG < *” BAR CL SPAN CL SPAN CL SPAN -— TOP’ BAR oo ” ” A” ” ” —” E” BAR | » “TOP” BAR "TOP MID” BAR "C” BAR TOP” BAR TOP MID” BAR Cc” BAR TOP MID" BAR ww 2. CL 2” CL eS \ KU KU % L2 % L3 % 3 %L3 / O° | | wt i \ f } \ f wi f CL SUPPORT , | | SLAB OR WALL REINF MINIMUM SPLICE LENGTHS FOR BEAMS/JOISTS SEE PLAN OR SCHED CLASS A SPLICE LENGTHS oMID” B ans N we ; ADD AT EACH SIDE TYPICAL SPLICE LENGTHS (UON) STD HOOK, OF OPNG % OF SLAB BAR SIZE | TOP REINF | ALL OTHER REINF | TOP REINF | ALL OTHER REINF TYP OR WALL REINF | | > Ss INTERRUPTED BY #3 1’-9” 7-4” 7-2" 1°—0" OPENING WHERE BEAM TERMINATES aS e ae yon , on , ge AT A SLAB, EXTEND TOP N Y ‘ x #4 2’-0 1-7 1-7 1-3 BARS INTO ADJACENT 5 76” 50” yoy 6" SLAB IN LIEU OF HOOK \ gor BAR \ sor BAR \ por BAR | # +6 BAR %e SPG, 1-#5 "T’=8” OR UNDER— : #6 3-4” 2’-8” 2’-7” 2’-0” 6” TYP DIA TYP 6" TYP TYP STIRRUP OR TIE SPACING 5, ¥ > 45 » OVER 8” ANG, eis ——— AS SCHEDULED (TYP EE, UON) naz ~ a #7 4’-6” 3'-6” 3'-6” 2’-8” re AB OR WALL REINF Zz, a0 INTERRUPTED BY OPNG 8 ay” _ ‘_o» 6” Wd Su # 5’-11 4’-7 4’-7 3’-6 SPAN L1 SPAN L2 SPAN L3 mCdW — — END SPAN LEFT INTERIOR SPAN END SPAN RIGHT ts CL SUPPORT #9 7-6” 5’-9 5’-9” 4’°-5 a ne) Yn . “ CL SUPPORT CL SUPPORT #11 11’-8” 9’-0” 8’—10” 6’—11" NOTES: 1) BARS MARKED ”"CONTINUOUS” REQUIRE LAPS OF 24 BAR DIAMETERS. NOTE: 2) ”C” BARS ARE PLACED IN THE RIGHT END OF THE BEAM WHICH THEY 1) TOP REINF IS HORIZONTAL BARS WITH MORE THAN 12” ARE SCHEDULED. THE RIGHT END OF BEAM FOR LOCATION OF ”C” BARS IS DETERMINED BY THE ORIENTATION OF THE BEAM MARK ON THE ADDED REINFORCING AT OPENING IN CONCRETE 2) Dee CLASS 8 OPLIGe LENGTH ONLY WHERE DES One TED FRAMING PLAN. WALL OR SLAB WHERE MAIN REINF IS INTERRUPTED 7 TYPICAL REINFORCEMENT PLACEMENT DIAGRAM FOR BEAMS AND ONE WAY SLABS 7 DETAIL 7>\ LAP SPLICE SCHEDULE $4.01 SCALE: NTS $4.01 SCALE: NTS $4.01 SCALE: NTS CLEAR SPAN L STUD WALL AT Q L/2 SIM, SEE ARCH. RAILING SYSTEM, L/4 SEE NOTE 3 L/4 SEE ARCH CONC TOPPING CONC TOPPING SEE ARCH SEE ARCH A —4— CONC SLAB CONC SLAB Pe oe SEE PLAN SEE PLAN " "ZA .- 4 tt 243.3 pe re ns ee a ee Pw tens ates. T/STRUCT T/STRUCT LI z |g, . fog. . poate [ft SLAB, SEE PLAN SLAB, SEE PLAN ra ee an . . . an : . . -< ; . - 4 aan * . . ” ; i . : _ . . i _ ; JA a ‘ala g . . a ‘aja an i : re ay re) + awe ¢ 4, 4 4 4 foe yt Sets ‘@ . — . is ee ; e ‘4, J °) le e lo :4, J - “4. : fy 40°48, ao at nln . 2 4,- 4. . 7 ot ae ‘eA ‘ ; ~ 44. “4 4 cfd. —|: ee 4 | = a eet i ‘Sie se a: tte HOOKED DOWELS—~ | HOOKED DOWELS—~ | 7 Pope fats Z ~ Ae ae TO MATCH SLAB TO MATCH BEAM to 4} 4 gla: of. 4 LEGS — OPEN SHAPE 4 LEGS — CLOSED SHAPE Soa A we te TOP REINE TOP. REINE sate ae ce b . eS =) 1 6 4 vay a, > = . , hf . f era NZ coe HOOKED DOWELS—~ | HOOKED DOWELS—— |. 4a pip t o Tilak TO MATCH SLAB P TO MATCH BEAM ik \L ~~ rn ———> Ye oe BOTT REINF t BOTT REINF kv TIES PER 1/S4.02 ~ a RS a y weve 4] ae UA : A BEAM SCHED fo, a ae fa CONC WALL, SEE l CONC WALL, SEE fe," AND 4/S4.01 Al ae %y 4 PLAN FOR PLAN FOR | . 4: SEE PLAN 2 1) SLEEVES W/ DIAMETERS LARGER THAN D/3 ARE NOT ALLOWED. ALL SLEEVES ARE 2 LEGS — OPEN SHAPE 2 LEGS — CLOSED SHAPE TO BE ROUND IN SHAPE. 2) SPECIAL PERMISSION SHALL BE OBTAINED BEFORE INSTALLING ANY SLEEVES. 3) PLACE NO SLEEVES OUTSIDE OF THE MIDDLE HALF OF THE BEAM SPAN WITHOUT THE APPROVAL OF THE ENGINEER. (4a STIRRUP TYPES (s\ TYP BEAM SLEEVE DETAIL (fe DETAIL (7\ DETAIL $4.01 SCALE: NTS $4.01 SCALE: NTS $4.01 SCALE: NTS $4.01 SCALE: NTS sie. s ‘leu SEE ARCH SEE ARCH cone easter" | |” SEE ARCH BEYOND, SEE ot. CONC SLAB CONC SLAB PLAN & ARCH fe CONC SLAB SEE PLAN SEE PLAN ee SEE PLAN ATTACH TRACK Aye TO CONC SLAB ao T/STRUCT 7 T/STRUCT Ny w/ PAF @ 8” OC, T/STRUCT im SLAB, SEE PLAN eo jeje 02,0. a rr ae ~ohere | Je ,e,e.e,. SLAB, SEE PLAN pee ese esereso b 2 2 a. 1 eg Y o:.28 je 18 ye sre LT GA MTL TYP SLAB, SEE PLAN ia lg / 4 q E 4 jo 3° oe 8 . ar. doa t- ‘ (jo @ @ © 0) . . ae ee ie STUD WALL, : LO TS a Sheek Seo 7 SEE PLAN CONC TOPPING Lt / Pop fe bp ome * hh ch Pf ab PS [fo 4oe) 4 wo fal fae PTE Jota bbe SHEATHING. CONC SLAB HOOKED DOWELS an <. ne 2 4) 4g} 4 ; on oe J.4r 7. | ¢ 1 ne ° a ac ae ' SEE PLAN TO MATCH BEAM | | [4° . . od . . vl : q -~I 4. : : ot . ‘Al ‘oy | tayo 4 : a: | mo. a] | . . SEE ARCH TOP REINF I a | 4-4 4 - oo a |: NY dacd lee ° qa {4 - | | aH | a a Ad: In qd. A 7 4 4 = .. — = ” g|_- af. 2 —_+ Jj. 4 . a: : : , fe} < | a4 e : — 2 : ; am a ; ~ Se —, a A T/STRUCT : ‘fa. TIES PER 1/S4.02 TIES PER 1/S4.02 SLAB, SEE PLAN at i acres BEAM SCHED BEAM SCHED Pie SEE PLAN ) rn SEE PLAN CONC WALL, SEE ale: 4. CONC GIRDER, 5/S4.41 FOR | q —/, CONC COLUMN, SEE PLAN REINF 7 NOTE: BEAM ON ONLY ONE SIDE OF COLUMN AT SIM (2 DETAIL $4.01 SCALE: NTS SEE PLAN NOTE: BEAM ON ONLY ONE SIDE OF COLUMN AT SIM C DETAIL $4.01 SCALE: NTS (co) DETAIL $4.01 SCALE: NTS (a _DETAIL S4.01 SCALE: NTS McVEIGHQMANGUM ENGINEERING: INC 9133 R.G. Skinner Parkway Jacksonville, Florida 32256 Ph: (904) 483-5200 Fax: (904) 636-6770 0-40126-1B email: mail@McVeighMangum.com Eng. of Record: Matthew C. Main License No.: 1431-E CONSTRUCTION ISSUE 03.16.20 | ir us Oo= or QO a Zm x OW - << & NY @ 5 WO qt NO E ak >+Ccn Wu IO = A im 6 a rsSZ YN <= < ui Oo —l Lu QO < . Lu OW 5 : Le Cp) — < oe Lu a) fan) , < fe) —! < op) S fore) Z => Z < DATE: 02-19-20 DRAWN BY: SGF SHEET NUMBER: 54.01 VGLZZ-8ZZ-OVE XVA 8688-8ZZ-0VE TAL o 22800 SGNV1SI NIDUIA ‘SN XA IdWOO LadOds GNV : G N XIOHD “18 “GLSNVILSIUHO Wnldvls Tivaasva Hdasor “3 1nd 83) |g , AaMvOO JUsvO svisaeii6o: | LOAPOYUd NOILVZIMVLIASY GALSMI¥aqsY4 SFINGSHOS aWIS BWWSE | sy) feo SJDSHUDIY WIV SUIYOINH “4 UeAe1S a ne?) -LOarOud -NOILVWHYOSNI DNIMVEG a a 7) 1431-E CONCRETE BEAM SCHEDULE = g > E100 io) ots OY §)- - 5 0 Z $m2) Z., = ><$53| CO co~ x< Ss 3'5 a Ze als LU ¢ mM SEy8 a wv foeA fad SEEOE ) Hn ssen ae! C5 72 2222| = HORUS — m4 HF Sma 7° tl> Z es c > w aS 2 C) Yo oo . a “- 2 5 a 3 O a Zz ty =) ci or i = — oO oO < ep) 4 S| eo cS) cS) cS) cS) cS) cS) cS) cS) s ro) ro) ro) ro) ro) ro) ro) ro) ro) <Jjuy fu lulu fl ul uel ue |e | O n oO a 5 O & na] a a a a a a a a a = lou) w rr rr rr iW rr rr] rr iW F 1oe| @ 7) 7) Tp) 7) 7) 7) Ta) 7) Leo| oO ro) ro) ro) ro) ro) ro) ro) ro) 4 a eae eae pa eae eae pa a eae oXS) S) S) S) S) S) Ss) ro) ro) ro) 7) oO | ~N ~N ~N ~N ~N ~N ~N ~N ~N SH ra) + s+ + + + + + ie s+ 5 He He He He He He He He He -_— Oe Te) Te) Te) Te) Te) Te) Te) Te) Te) Onyx Hs Hs Hs Hs Hs Hs Hs Hs Hs eC=x9O | l l l ! | | | or a a a + + + + + + ~~ rn?) tS rep) S ree) ree) = ite) Te) Pm os He Hs Se Hs Hs Sts "s SH He m= | | | ! I I | | | faa] + Te) To) + Te) To) + a + nr] wo Te) Te) Te) Te) Te) Te) Te) Te) see, P| FL FL EL PL EL ELE] <u Foil| + + + + + + + + + D fo) 2 Q fo) fo) Q 2 F F ly £ re) a) re) re) a) re) re) N N N Ne =i ad li ao co) ro) co) ro) ro) ro) ro) a N N N N N N N oe) N = N De) st Te) co ~ ee) rep) =< = = = = = = = = = =< a i <x aS Oo (S) (S) (S) (S) oO (S) (S) (S) GALIGIUONd SI NOLLVYOdYOD SIHL JO NOISSINYSd N3LLIMM GaSSINdXJ FHL LNOHLIM NOLLONGOYdIY YO JSN ANV ‘G3YWdaYd SVM LI HOIHM MOS ALIS IWNIOINO JHL OL GSLOIMLSIY JG TIVHS ONIMVNG SIHL JO JSN FHL ‘ONI ‘ONINSINIONS WNONVW ® HOISAOW JO ALYIdONd GNV JOINTS JO LNIWNYLSNI JHL SI SNIMVYG SIHL S1OZ (0) zese!3nbo ‘WY ZS:LL OZOZ/ZO/v0 ‘6Mp'q3HOS GV1S GNV WV3E ZO'vS B8lvL\5up~ gglrL\(xeldwog sysods pud winippo}s ydesor J InDd) gglvl\7lOZ\ :X ©) 2018 THIS DRAWING IS THE INSTRUMENT OF SERVICE AND PROPERTY OF MCVEIGH & MANGUM ENGINEERING, INC. THE USE OF THIS DRAWING SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH IT WAS PREPARED, ANY USE OR REPRODUCTION WITHOUT THE EXPRESSED WRITTEN PERMISSION OF THIS CORPORATION IS PROHIBITED X: \2014\14188 (Paul E Joseph Stadium and Sports Complex)\14188_dwg\14188 S4.11 COLUMN SCHED & DETAILS.DWG, 04/02/2020 11:52 AM, agutierrez 4 4 4 EXISTING STEEL PIPE PILE, SEE PLAN & S3.03, TYP (:\ TYP CONC WALL CORNERS & INTERSECTIONS (2\ TYP COLUMN & FOOTING (3\ SCHEDULE \ser] SCALE: NTS \s4t/ SCALE: NTS sa] SCALE. NTS fz (“2 : Yn Ou \s4.0Y CL COLUMN $ Li 5 Sl 71 © | |/BEAM OR SLAB a 404 Poe, —T 7 | s —_ SEE PLAN Pe ie ¢ pane |= st g > ne r og aA a ae ° wi A A , | 49 - iS : 4 Or ‘A 3 o y. 4 4 “4 A. 2 AGS « a> [S) ; 4 A | . as zi A. | xa 4: 4 1F & . on | yA) ‘ . v0 an in 427. (os) q oe g _ : . : 4 4 4 a on ee 7 vy) 4 oth | q ion <1 40 | _|_ i | SS | < | ~ NO | = Su | “4 IN | eo woe L____ | eee Se xem : | SZ “ {ata . ou J oR 3 TIES @ 3” gl... 4°. q So . . a rr a ae _. co ” ai | pe J. . = : 4 . . ¢: 4). pg Tp De ee i TOON COL STEEL, CONCRETE REINFORCEMENT HE Se — 4} — od SEE SCHED, TYP LAP SPLICE SCHEDULE (INCHES)} TTT ga ; a, . a-ha a wr) ) ee eee ee ‘ ; S 7 ae TIES, BAR | HORIZONTAL VERTICAL ~ ° . fe oop Od SEE SCHED SIZE BARS BARS es | ao ma. alts lft pa DOWELS #4 52 24 o HORIZ REINF,—~ | “@ee 4 bgt. | \-HorIZ REINF, ane Te paeriticd ar C SEE 5/S4.41 a | , SEE 5/S4.41 tlt a, | w Tl. ws O p/ | 4 ood nA s 4 tt ats pe VERT REINF.—“] ato NOTE: Ks ARE bl, > g] VERT REINF, 4), wie it < 4.41 ) *} a. ed ee 4.41 ne ; a - 4a SEE 5/S a STANDARD ACI HOOKS 9 SEE 5/S 4 a ee oe a. a #7 70 54 { sy 4 ad > a g 4) 41-4 4 Co { alg NOTE: da Y So ee ee #8 80 62 al 7 FOR WALLS WITH a ce Se a. ) a REBAR EACH FACE . aA 1 ——~ a4. a EE een DEE #9 90 70 Cc SEE DET 4/S4.43 2 0 SO 4. a a [s mM g . = #10 100 78 O I =) C ® > ® o 109-113 ESTATE CASTLE COAKLEY TEL 340-778-8898 FAX 340-778-7754 CHRISTIANSTED, ST. CROIX U.S. VIRGIN ISLANDS 00822 LU => 6 > 10” 10” la T/WALL EL T/WALL EL a <x , |* a 4@5” CLOSED ” ao = = #5 CONT T&B TIES 4 CROSS TIES O — LW #5@12 VERTS CENTERED ft S [ap W/ WALL Ty —! IN WALL W/ MATCHING SN ‘fe . HORIZ REINF 12—#8 VERT a SEE SCHED -- Q. DOWELS Pe one J fs) <x < : | A .! ja ty aa) => S [o) , . . . N N #5@12 HORIZ—__4— Ww | fiz $F ale aj Ww OQ af 2 |_ WALL BEYOND ee ee 8-45 x YO | “ | | . ¢-—+—+| 10-#9 VERT x | | | = = fa]? #4@3” CLOSED = fr GRADE ,. 4 | | .! _ dors 14 TIES AND 10-#9 VERT —_ aa) oO SE ye of ty 9 #4@5" CLOSED ui © O _| « te a @ OPENINGS IN FIELD WALL t 4d. ale = TES & CROSS A + a fr, a | te: ol - le} J 2) TIES or Lu OW “| & i N NOTES: #4@5” CLOSED 12-49 VERT QO Y) a fle 7 ey " TIES & CROSS TIES dp) | T/FTG EL 1. SEE ARCH & CIVIL FOR LOCATION AND 9” #4@5° CLOSED 17-0” LL 2 — i SEE PLAN EXTENTS. TIES AND — O Zz 4A pot 2. SHALLOW WALL FOUNDATION WAS CROSS TIES > To . oo % DESIGNED FOR 3,500 PSF SOIL BEARING YM 4 N gf a a! CAPACITY. GEOTECHNICAL ENGINEER P2424 P12x12 P36 ENTRANCE P1 ENTRANCE P2 «x Lu ne Ly MUST VERIFY THE SOIL CAPACITY AND — alo WHETHER SHALLOW FOOTINGS ARE oO NY SUITABLE FOR THE ENTIRE EXTENTS i > 4#5 CONT 12 T x 3” CLR af #O12 THB 3. MAX OPENING EQUALS 8’-0”. Q <x : 4. COORD. W/ ARCH & CIVIL FOR LOCATIONS CONCRETE COLUMN/PILASTER NOTES: mo i - AND SIZE OF OPENINGS. 1) CONTINUE WALL REINF. THROUGH COLUMN WHERE APPLICABLE. Ke an 4-6 2) CHAMFER EXPOSED CORNERS PER GENERAL NOTES. © 3) SEE FOUNDATION PLAN FOR LOCATIONS. 3 LL im (+ SECTION @ FIELD WALL (s\ DETAIL S4.11 SCALE: NTS $4.11 SCALE: NTS “” __| LU LU | =) LU : O : op) = za © = < =) g | = O a O DATE: 02-19-20 DRAWN BY: = SGF SHEET NUMBER: McVEIGHQMANGUM ENGINEERING: INC 9133 R.G. Skinner Parkway Jacksonville, Florida 32256 Ls Ph: (904) 483-5200 Fax: (904) 636-6770 0-40126-1B email: mail@McVeighMangum.com Eng. of Record: Matthew C. Main License No.: 1431-E CONSTRUCTION ISSUE 03.16.20 VGZZ-8ZZ-0VE XVA 8688-8ZZ-0VE TAL 22800 SGNV1SI NIDHIA ‘Sn Xd IdWOO LedOdsS GNV XIOHD “LS ‘GALSNVILSINHO WNIQVLS TIVE€SSVd HdSaSOPr “4 INVWd STIVLIG 8 SNOILOSS HIVLS AFINVOO ATLSVO ALVISA €1 1-601 LOArO"d NOILVZIIVLIASY GALSMldsadsys SPSLYOIV WIV SUIYOINH "J UsAa1S 02-19-20 SGF DATE: DRAWN BY: SHEET NUMBER: -LOArOUd -NOILVINNYOANI ONIMVEG License No.: 1431-E 9133 R.G. Skinner Parkway Jacksonville, Florida 32256 Ph: (904) 483-5200 Fax: (904) 636-6770 0-40126-1B email: mail@McVeighMangum.com Eng. of Record: Matthew C. Main CONSTRUCTION ISSUE 03.16.20 ENGINEERING: INC McVEIGHQMANGUM T/SLAB EL, SEE PLAN SEE PLAN L : J i \ MAT SLAB, SEE FIELD T/SLAB EL, T/LANDING SLAB EL, SEE ARCH LEVEL PLAN LT GA METAL TRUSSES, SEE PLAN _ ee ee oe 74) A, MTL ROOF DECK, SEE PLAN eS i“ [ T OOOOOOOOO OOo OOo] Oooo o OOOO Good SEE PLAN & S3.03, STEEL PIPE PILE, TYP ns A, ee q 4, ) SS (2\_ STAIR TOWER SECTION $4.31 SCALE: NTS CONC WALL WITH ARCHED BOTTOM SEE 5/S4.43 CONC TOWER WALL, SEE DET 4/S4.41 FOR REINFORCING (1 $5.02) T/SLAB EL, SEE PLAN T/LANDING SLAB EL, T/SLAB EL, SEE PLAN SEE ARCH LEVEL PLAN K-! Ga Z | \ | | | ! { | | =| ! | } 7 ww J I A J A) ---/ | l l l l l l l | l l | | CONC TOWER WALL, } SEE DET 4/S4.41 L WA FOR REINFORCING A J A \ MAT SLAB, SEE FIELD 4 a J J A A 4 — | CS A A 4g Vy MTL ROOF DECK, SEE PLAN | LE | L rh L a | SEE PLAN & S3.03, J TYP - | fF | | | | | | | } STEEL PIPE PILE, T IOOOOOOOOOOOOOOd) Iooooooooooood ool I A, } No (o\_ STAIR TOWER SECTION $4.31 SCALE: NTS CONC WALL WITH ARCHED BOTTOM, SEE 5/S4.43 CONC TOWER WALL, SEE DET 4/S4.41 FOR REINFORCING (“3 95.08) Q3LIGIHONd SI NOLLVYOdYOD SIHL 4O NOISSINYSd N3LLIMM G3SSINdxXd JHL LNOHLIM NOILONGONdIY YO JSN ANY ‘G3YNVdaNd SVM LI HOIHM YO4 JLIS TWNIOINO JHL OL GSALOIMLSSY 3G TIWHS ONIMVNG SIHL 40 JSN JHL “ONI ‘ONINJSNIONS WNONVW % HOIAOW 4O ALNIdONd GNV JOINTS JO LNSWNYLSNI SHL SI ONIMVYC SIHL 8107 (9) z044913nBD ‘WY €G:LL OZOZ/ZO/+70 ‘BMP’STIVLAG % SNOILOZS UIVLS IE'vS S8LrL\Sup—geiyl\(xeldwog syods pud winipo}s ydesor J indg) ggLrvl\yLOZ\ :x X: \2014\14188 (Paul E Joseph Stadium and Sports Complex)\14188_dwg\14188 S4.32.dwg, 04/02/2020 11:53 AM, agutierrez ©) 2015 THIS DRAWING IS THE INSTRUMENT OF SERVICE AND PROPERTY OF MCVEIGH & MANGUM ENGINEERING, INC. THE USE OF THIS DRAWING SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH IT WAS PREPARED, ANY USE OR REPRODUCTION WITHOUT THE EXPRESSED WRITTEN PERMISSION OF THIS CORPORATION IS PROHIBITED a DETAIL $4.32 SCALE: NTS ROOFING, SEE ARCH MTL ROOF DECK, J SEE PLAN Ye” OSB — PLYWOOD SHEATHING a LT GA ROOF JOISTS, SEE PLAN WEB STIFFENER AT EACH JOIST END LT GA STUDS, SEE PLAN x DETAIL $4.32 SCALE: NTS CONC ma“ | = SEE 5/S4.41 - #4 NOSING |. @ 4e| | BAR, TYP ale el, aly #5 BENT BARS 1. £4. ‘| a @ 8' OC, TYP eel. ef. CONC STAIR, sf. ‘le 4) -4 SEE ARCH fa le i. FOR TREAD — . z ——+ , . DIMS Or ay ihe J ‘ 4 ‘ 4 A dof ble. a bel, ‘I “| ole 7 ml : la ‘al 7 oh eee ® #5 @ 8” OC, [me 8h — sf z a—| | : eo a9|" |e “e \ ea e ‘ bog a. _ / CONC WALL, Poa \—CONC COL ! SEE 4/S4.41 aa BEYOND, en 8) FOR REINF, | TYP al ok CONC STAIR TYP ow ale. )- V BEYOND .. #5 @ 8” OC \S EA WAY, Vy TYP MTL ROOF DECK, J SEE PLAN ROOFING, SEE ARCH press (= DETAIL \ GA ROOF JOISTS, SEE PLAN WEB STIFFENER AT EACH JOIST END MC12x31 LEDGER w/ %"0 HILT KWIK BOLT @ 24” OC STAGGERED HI & LO $4.32 SCALE: NTS DOWEL BARS TO MATCH STAIR REINFORCING 24” CONC STAIR SEE 1/S4.32 FOR INFO CONC WALL, SEE 4/S4.41 A el ELEV HOIST BEAM de SEE DETAILS 3, qo 4 4, & 5/A3.04 (e\ DETAIL \s432] SCALE: NTS COL BEYOND SEE PLAN SLOPED TOPPING, SEE ARCH REINF CONC FLOOR SLAB SEE PLAN T/SLAB EL, / SEE PLAN Pa ad Pa Oh Pa cos Se aS aes ag 4 4 P ba” 9 | . ; — - |, “A A a4 a @ | ak an toto Le & || got oF conc 4 PR cab stg cle fod FLOOR SLAB . i J].4 ¢ ct 2 4 " o 4) A -4 | CONC FLOOR BEAM SEE PLAN (2\ DETAIL $4.32] SCALE: NTS CONC OVER MTL DECK, / = PLAN °° . to. G4 LT GA ROOF TRUSS, SEE PLAN MTL ROOF DECK, SEE PLAN = je ° e vA | CONC WALL, Lad! TRUSS HOLDDOWN SEE 4/S4.41 7 CONN PER LT GA FOR REINF L < TRUSS ENGINEER Py (2) _ DETAIL $4.32 SCALE: NTS (7\_DETAIL \s452] SCALE: NTS COL BEYOND SEE PLAN SLOPED TOPPING, SEE ARCH REINF CONC FLOOR SLAB SEE PLAN T/SLAB EL, / SEE PLAN a|| 4 za Omen et a er a - ae Tale. as oe ee re oe 4 IX EP 4 7 ae | . ” : . be pocpoeh ob Xe]: wa ; . fe. 44 a) bel te ted. | fe _— cw cet | . | oe i ie oe oe adh ad: @ aha 8 4 Lal: abot PP ded pp be ode got oF CONC d og A af Peto fab Pade bebe dee FLOOR SLAB , os . b Adal a . 1, : 0 log le ef -© “e °) za a 1 a) s : 4 se .. 4 — CONC FLOOR BEAM SEE PLAN McVEIGHQMANGUM ENGINEERING: INC 9133 R.G. Skinner Parkway Jacksonville, Florida 32256 Ph: (904) 483-5200 Fax: (904) 636-6770 0-40126-1B email: mail@McVeighMangum.com Eng. of Record: Matthew C. Main License No.: 1431-E CONSTRUCTION ISSUE 03.16.20 ¥ SUE ee Steven E. Hutchins AIA Architects 109-113 ESTATE CASTLE COAKLEY CHRISTIANSTED, ST. CROIX TEL 340-778-8898 FAX 340-778-7754 U.S. VIRGIN ISLANDS 00822 FREDERIKSTED REVITALIZATION PROJECT PAUL E. JOSEPH BASEBALL STADIUM AND SPORT COMPLEX : 3 it dp) — < oe Lu (a) x S _j x Cp) f 08 Z = Z < = Lu oc Mm DATE: 02-19-20 DRAWN BY: SGF SHEET NUMBER: 94.32 X: \2014\14188 (Paul E Joseph Stadium and Sports Complex)\14188_dwg\14188 S4.41 S4.42 SHEARWALL DETAILS.dwg, 04/02/2020 11:53 AM, agutierrez a 4 P36 COLUMN, SEE DET 5/S4.11 | Pt ENTRANCE COLUMN, SEE DET 5/S4.11 IN & 4,7 4 P2 ENTRANCE “4 TNTZN 4 COLUMN, SEE i i DET 5/S4.11 P2 ENTRANCE —a}-—* Se eee 1110111 11 | COLUMN, SEE af ~ t! ul I | DET 5/S4.11 _ _ _ ee ~ — — — — a _ 14 | _| Ay: _ aay ae oe a : ye (11) “”) a %. C | , Le 8” CONC TOWER WALL, O + | ¢ | | TYP SEE DET 4/S4.41 Ss Lo) | : i FOR REINFORCING < ‘ . « <J|° f rf I . . iS 4 4 FA T T T I se (oe) i | LAN 25 = Cf ~ a Se ee B2 , 4 tos : — ie es TT) X\s43/ << ¢ a a L | ea SIM ”) 5 oO a: [| * | Ly . Cc x< ‘ | Li =O N y I i & ow Oe, L \ | + cre 4 . A OQ ke O (oo) LL . | | - r I I I I I I I I IU ; ™ 5 dp) i (dp) 4 < ep) Q eS | [| 9 7 , | L O n s (oe) os ot I | 8” CONC TOWER WALL, . tu a _j © ; - P2 ENTRANCE TYP SEE DET 4/S4.11 ll xc EF 2D OW / COLUMN, SEE d FOR REINFORCING EW NS |r | | TL! ax DET 5/S4.11 | fy cnz =. | Ng4st gous o o | | | | \ - cé4 - - z — L c I ——I I I 1 - - —. “zt - (a9) “ a | LI H |: . es a Gc CP ‘ ~ 2s o | eS an a 7 aie _ _ _ _ _ _ 4 se _ (11) Pt oO oe ap) —! | 1 1 I 8” CONC TOWER WALL, , ot pV ness o | TYP SEE DET 4/S4.41 P1 ENTRANCE Sofie OL ae —— [U. FOR REINFORCING COLUMN, SEE DET 5/S4.11 <f 2 P2424 COLUMN, TYP 4 \S4.31/ SEE SET 5/S4.11 NSM a < id ~* Pa J . og rs - ~ 4 A Asp vA fat 4 “ 4 <( 2 | \S4.3/ P2424 COLUMN, TYP N SEE SET 5/S4.11 NOTE: PILES NOT SHOWN FOR CLARITY, SEE S1.13 FOR PILE LOCATIONS NOTE: PILES NOT SHOWN FOR CLARITY, SEE S1.13 FOR PILE LOCATIONS C) SHEARWALL PLAN @ GRID B.2-10 C) SHEARWALL PLAN @ GRID B.1-11 PAUL E. JOSEPH BASEBALL STADIUM AND SPORT COMPLEX FREDERIKSTED REVITALIZATION PROJECT ay a O #5 NOSING mi /- BAR, TYP ale % 3 os CONCRETE STAIR | | 4 SEE ARCH FOR ; RISE AND RUN | |e Ar #5 BOT BARS DOWEL BARS TO MATCH | ) @ 6” OC STAIR REINF w/ LAP AND 8” CONC WALL, TYP A 8” CONC WALL, TYP él STD HOOK IN e| Ge IN T/SLAB EL, #5 VERT EF @ 12” #5 VERT EF @ 12” SEE PLAN e |e #4 HORZ EF @ 12” ° #4 HORIZ EF @ 9” 4 = 4 J e| |e eo) 4 (Cp) STEEL PIPE PILE yp .* — SEE PLAN & $3.03 i VAPOR M} ‘e NOTE: LL] FOR ADDITIONAL INFO, SEE 1/S3.02. a O (3\ SECTION (+\ TOWER WALL REINF DETAIL (fs\ TYP CONC WALL REINF DETAIL z S $4.41 SCALE: NTS S4.41 SCALE: NTS $4.41 SCALE: NTS x 2 © a ep) DATE: 02-19-20 DRAWN BY: AGO SHEET NUMBER: McVEIGHQRMANGUM ENGINEERING: INC 9133 R.G. Skinner Parkway Jacksonville, Florida 32256 Ls Ph: (904) 483-5200 Fax: (904) 636-6770 0-40126-1B email: mail@McVeighMangum.com Eng. of Record: Matthew C. Main License No.: 1431-E CONSTRUCTION ISSUE 03.16.20 | RAILING, / SEE ARCH MAT FOUNDATION, SEE PLAN , SEE ARCH DWGS ; DOWEL BARS FOR RAILINGS M4 JOINT MATERIAL STAIR: REINF CONCRETE STAIR T/WALL EL PAVEMENT, T/WALL EL y eouunilnanae >a Sy ee ee STEP PER sa \ | SEE ARCH SEE me J SEE ARCH ®&. . , a a * Zz ao - - a o | : | “ B | ; ; | | 5 Jot at a a4, a * : RRL ORL Wa ih 8” CONC WALL W/ t : RRL CRORE ih 8” CONC WALL W/ - —* + ——*- = ‘ YD LYYOY yy Va 4 HORIZ @ 12” OC ‘ > LY aa Va 4 HORIZ @ 12” OC “ . LAY fs KRY 14 i . SON f LYN. COMPACTED SOIL KY COMPACTED SOIL KR , REPORT S YN! fe ~\ IS NS ES SEE CIVIL NICAL S YN f \ SS SS SY se clwListsi—<is—i‘“‘“<it;~;*é;é;é;*sé*S KEY E KKKKK Sn KRY | RKKKKKX og YO IPP? YO | PON? ror a RAT RR 3 RAT RX 3 " #4 NOSING LENSE KXSAK SA | KAXSAK MOON RYO \ OMA @ 12 oC BAR, TYP LPYOY OY] | YY), YL) | | YY, _ SRR ERK KEE PKK CONCRETE STAIR ap RR Seo RR, Does BARS red CO IRR STAIR REINF 0" 0" PAVEMENT, _ 4-0" | - 3-0" | SEE CIVIL (4) 44 OI (3) Peas OI ! TRANSV T&B TRANSV T&B (a2\ GRAND STAIR SECTION (2\ SECTION (2\ SECTION \s442] SCALE: NTS \s442] SCALE: NTS \s442] SCALE: NTS A, Steven E. Hutchins AIA Architects 109-113 ESTATE CASTLE COAKLEY CHRISTIANSTED, ST. CROIX TEL 340-778-8898 FAX 340-778-7754 U.S. VIRGIN ISLANDS 00822 PAVEMENT, FLAG POLE SEE CIML / i e “ : 4 ; 4 | ; . : * | a | SEE ARCH SEXSASAGASAGAGAS TPG RA ANSI/NAAMM FP1001-97 RAILING i RAILING J RAILING J RRR yo S 7 bes oe . ~ 7 ot. SEE ARCH SEE ARCH SEE ARCH uu = VROILINN AK YY et a O2 INI KINEINEINCICN TE ae a o.4. DYYYOY YOY) ee la orO COMPACTED SOIL” A XKKRQKERACAKA, Lys ta i‘ a< PER PROJECT WYYOLOLOY 4 4a - yd PAVEMENT, MAT FOUNDATION, PAVEMENT MAT }— GEOTECHNICAL KAKA KKK | - 44 ¢ ak SEE CIVIL SEE PLAN SEE CIVIL FOUNDATION, za (ep) x< REPORT YOY al < | “ [ia SEE PLAN O LL WYNN i a. ras | . TAWALL EL, | _ | T/WALL EL, __ - T/WALL EL, sf 7 RRERERE—Ree fe ete Ld “A 5 veer Mercasie , SEE ARCH Tg Poca tee # SEE ARCH —__——————E——— SEE ARCH [<4 ae 3 — -- z 0. SSI) po YL flan | SRR Caan | peewwaa SA5 LCR . re ae re 4 8” CONC WALL W/ J? YY > YY 8” CONC WALL W/ ped fe og Be 8” CONC WALL W/ oJ pe _I ON - | Cle ee a ey #5 VERT @ 12” OC & Vy AKKXKKKKKKKKS #5 VERT @ 12” OC & oe ne ae a Pe #5 VERT @ 12” OC & abe 4 qt nO SA ep _ co seEoMe means |e RRP COMPACTED SOIL #4 HORIZ @ 12° OC ne Ae #4 HORIZ @ 12° OC Pl Oe — [~ BS E- Amn LT RRR T RX ee 1) DYXNNDYDyY* 2} DQNNDYS > NAN Be | RSQSASS 2 tL KSX KAKO KKKOKRWK i“ xO vy a : a Y re \ XN ba -l 5 XN bod: sl EXISTING STEEL WE os CK, “ RORORE. Ay 7G, 4 ROX al. YS COMPACTED SOIL CRORE. al. YS compacteo soi. PIPE PILE, SEE Q LU Y) YY PY, z OOOO | ASS z YX AXIAL | KASS PER PROJECT z YN AYA | KASS PER PROJECT PLAN & 33.05, (Cp) AK CG 4 CLG = URRE =e Re = RRQ ok RR GEOTECHNICAL = RRQ be RR GEOTECHNICAL TYP _ O = a a SS VS ° DOD) 1 PONY, ° WOYYY" 1 BY ° MOOOY TPA > PQ Te SS RRA KKK LR PARR LORRY PARR 7 “X KKK . _ x ; "4 ° “+8 ia ~ “ e. — oe , . KK = = ; 1s s — - . 7 = 7 ee :, RK % = : 1a - at ; ~ rm ~$ LU > #5 @ 12” EA 1'-0" al OX a ee r VR Ss a r VX Sa a QO = Way 738 A ee NA eee CNN SQA SE, nm RUE QXRIQOES KIO 5 1'-0" 1'-0" 1'-0" 3 LL | 4-0" (4)-#5 CONT T&B | 4-0" (4)-#45 CONT T&B | 4-0" (4)-#5 CONT T&B a & #4 @ 12” & #4 @ 12” & #4 @ 12” TRANSV T&B TRANSV T&B TRANSV T&B (4 \ SECTION (2 \ SECTION (e\ SECTION (7\_ SECTION \s442] SCALE: NTS \s4a2] SCALE: NTS \s442] SCALE: NTS \s442] SCALE: NTS RAILING, | RAILING, | SEE me SEE we SEE ARCH DWGS FOR RAILINGS GRAND STAIR AND SITE WALL DETAILS CONSTRUCTION ISSUE 03.16.20 — 2 SLAB —ON-—GRADE, = SEE PLAN RAMP RAMP SLAB- oe T/WALL EL, an " T/WALL EL, b aaa £ \ i ; SEE ARCH IP ae / SEE PLAN | se _ / SEE PLAN” pall SEE ARCH ® | Z 8” CONC WALL W/ 5 a ne ee (ee Ve eee ed 8” CONC WALL W/ Z ¥ XYYD #5 VERT @ 12” OC & ale RX QQ QQYQYQAYQYQOAQOOAYAGAY 447 Po Te RY QA AAODYONAYT “TP” 45 VERT @ 12” OC & 6 co TO MATCH YP 2 DQQQOQQ2YQQ YY YY YN)” 4 SEE PLAN TF PDOOYYYYYY™”")7-_ Le np 2 t STAIR REINF #4 NOSING “ III “b wd a KKKKKKQK fe is e LADD DQDYD2YNM”OO™LWONONY’ - fs of. — Fl PAOD 2OY2N >»: _ ‘ CONCRETE STAIR Oe OM CNENEN . Je ILEIIIAIEREKIAAIERVANSIA ao WN QR a ea, ILIKIIKRKAARICA b&b ASQysgyy Ea z ‘ @ 12" OC EA SEE ARCH FOR RRA || KKEKKKKKKKKQR) “RRR. PAA KR AC KKXCCE AF = z “ ee 8 YOM | RRRARRRRRRA Le YON | RRRRRRAG | RRRARRRA IRS g 1 RRA I IKKKEKKKKKEKRARAL | RRR RRL | EKXSESEAERASIE IP ISKASKEKAESAAN RRR : : MN DOVEL BARS | SKA PN ASNNNNORAN + KKK KA 1 PDINNLNNLNN] 1 RNDNNNNDA- KAKO : UE KK C_(7-‘“W[XYWau I OO RE A KKKX CEES DATE: 02-19-20 3 PAVEMENT, KKK #2 DSAOOOMOMNOAIONMMWALE KK SEEKER TL DAHA DD 1 TPO AYANM DAODNOW_ EK*k*&k««KKK DRAWNBY: AGO c ro) Ws 4 a te ¢ Coe on \ \ re es | . a 4. a.@ ; ; ae ¢ NS S | ON ; fdas: ; eg | i” AN WY? ne a ces 4 . eG ee 4 __ YN E ° WARK AS MAXNKXKXKK OO) .Z OKAY 7 SAXRKXLAERXKZ SHEET NUMBER: & = 1’-0" 1’-0” 1’-0" 1’-0 8 | 8’-0" MAX 10’-6” MAX = e N45 CONT @ 12” OC #5 CONT @ 12” OC McVEIGHQMANGUM ¥ \s442] SCALE: NTS \s442] SCALE: NTS \s442] SCALE: NTS Eng. of Record: Matthew C. Main License No.: 1431-E X: \2014\14188 (Paul E Joseph Stadium and Sports Complex)\14188_dwg\14188 S4.43 SHEARWALL DETAILS.DWG, 04/02/2020 11:54 AM, agutierrez ©) 2018 THIS DRAWING IS THE INSTRUMENT OF SERVICE AND PROPERTY OF MCVEIGH & MANGUM ENGINEERING, INC. THE USE OF THIS DRAWING SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH IT WAS PREPARED, ANY USE OR REPRODUCTION WITHOUT THE EXPRESSED WRITTEN PERMISSION OF THIS CORPORATION IS PROHIBITED T/SLAB EL, LAP VERT REINF ABOVE FLOOR, PER SCHEDULE, TYP SEE PLAN #3 TIES SEE DETAIL 5/S4.43 SEE DETAIL 5/S4.43 FOR CORNER REINF #5 EF REINF ABOVE OPNG PROVIDE HOOK AS SHOWN T/SLAB EL, LAP VERT REINF ABOVE FLOOR, PER NY : A , | A | |4 4 SCHEDULE, TYP SEE PLAN 77-4” MIN DOOR OPNG @ CORNERS (-)\ DOOR QPENING DETAILS WALL REINF, SEE PLAN REINFORCING EQUAL TO 1/2 OF THE BARS INTERRUPTED BY OPNG WALL REINF, SEE PLAN T/SLAB EL, SEE PLAN 2—#5 DIAGONAL BARS EF EA DIRECTION #5 EF ABOVE OPNG 1—#5x4’—0” CORNER BAR EA FACE T/SLAB EL, LAP VERT REINF ABOVE FLOOR, PER SCHEDULE, TYP SEE PLAN TYP DOOR OPNG WALL REINF, SEE PLAN 2—#5 DIAGONAL BARS EF EA DIRECTION 1—#5x4’—0” CORNER BAR EA FACE WALL REINF, SEE PLAN REINFORCING EQUAL TO 1/2 OF THE BARS INTERRUPTED BY OPNG UNLESS OTHERWISE SHOWN AS A CONCEALED COLUMN $4.43 SCALE: NTS 2’-6” UON ‘JZ WALL REINF SEE PLAN #3 TIES @ 6” CORNER VERT REINF 16—#9 TYPICAL WALL CORNER ey 2’—6” UON PSN 1 4” MIN TYPICAL WALL CORNER WALL REINF SEE PLAN #3 TIES @ 6” CORNER VERT REINF 16—#9 al a REINF SEE PLAN #3 TIES @ 6” (CROSS — TIES EVERY OTHER INTERMEDIATE VERT BAR) WALL END REINF 16-49 TYPICAL WALL CORNER @ ENDS @ DOOR OPNG (4+) TOWER CONC WALL DETAILS \s443] SCALE: NTS SHEARWALL REINFORCEMENT LAP SPLICE SCHEDULE (INCHES) BAR HORIZONTAL VERTICAL SIZE BARS BARS #4 32 24 #5 40 32 #6 48 38 #7 70 54 #8 80 62 (2\_SCHEDULE S4.43 SCALE: NTS #5@12” EF VERT & #4012” EF HORIZ CENTERED REINF HOYV 34S ‘sniavy COL PER PLAN WALL REINF WALL REINF INTERRUPTED BY OPENING (MIN) — < V4 AWN Z Z 1’-0"@ OPENING L— YY MAX UON Bales — VA N A EACH SIDE OF ADDED REINFORCING OPENING 1-#5 EF EACH SIDE OF OPENING, K SEE NOTE 2 ADDED STEEL REINFORCING AT SHEARWALL PENETRATIONS WHERE REINFORCING IS INTERRUPTED NOTES: 1) NO PENETRATION ARE PERMITTED IN SHEARWALLS WITHOUT PRIOR APPROVAL OF THE STRUCTURAL ENGINEER, UNLESS OTHERWISE SHOWN. 2) ADDED REINFORCING EQUAL TO 1/2 OF THE BARS INTERRUPTED BY OPENING, MINIMUM 1—#5 EF, TYP. (2\ WALL OPENING DETAIL $4.43 SCALE: NTS CONC WALL, SEE ma REINF, /\ se PLAN — a 6 — ; fs o a 5 = 00 ‘4; a Cl 4 4 a) : 40. a 2’-0” PILASTER (7 \_ TYPICAL WALL ELEVATION ALONG GRID B $4.43 SCALE: NTS CONSTRUCTION ISSUE 03.16.20 w/REINF PER DET 5/S4.11 (s>\ DETAIL (oe \ DETAIL S4.43 7 SCALE: NTS S4.43 SCALE: NTS | | #5012” VERT & #4@10” HORIZ 2-45 BOT, CENTERED REINF TYP T/WALL EL, a J SEE PLAN ! | | | | || T/ARCH EL, | SEE ARCH mS DA 2 ~ [ (6 = S4.43 | I~ 1’-0” 12’-0” 2’-0" 12’-0” 1-9" / a SEE ARCH FOR } a RECESSES, REVEALS, AND “ ACCENTS | T/FLOOR EL, SEE PLAN 28’-0” N Ly NT Steven E. Hutchins AIA Architects 109-113 ESTATE CASTLE COAKLEY CHRISTIANSTED, ST. CROIX TEL 340-778-8898 FAX 340-778-7754 U.S. VIRGIN ISLANDS 00822 FREDERIKSTED REVITALIZATION PROJECT PAUL E. JOSEPH BASEBALL STADIUM AND SPORT COMPLEX McVEIGHQMANGUM ENGINEERING: INC 9133 R.G. Skinner Parkway Jacksonville, Florida 32256 Ph: (904) 483-5200 Fax: (904) 636-6770 0-40126-1B email: mail@McVeighMangum.com Eng. of Record: Matthew C. Main License No.: 1431-E : O LU : O oc a Cp) | x | LL} QA : 5 z O = <l 3 = fam g nm z —L c Cp) DATE: 02-19-20 DRAWN BY: SGF SHEET NUMBER: 04.43 X: \2014\14188 (Paul E Joseph Stadium and Sports Complex)\14188_dwg\14188 S6.01 Terrance Martin Field.dwg, 04/02/2020 11:54 AM, agutierrez ©) 2018 THIS DRAWING IS THE INSTRUMENT OF SERVICE AND PROPERTY OF MCVEIGH & MANGUM ENGINEERING, INC. THE USE OF THIS DRAWING SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH IT WAS PREPARED, ANY USE OR REPRODUCTION WITHOUT THE EXPRESSED WRITTEN PERMISSION OF THIS CORPORATION IS PROHIBITED $6.11 | a \ cece SUPPORT g’-0” OT THICKENED SLAB PER SECT 3/S6.11 en ee eee O O11 10 Of | tO || LI | 30 \O} QoQ] HSS20x12x% ~ NA sh 4 ©) | CTT TTT 1 f2) | | | S6.11/% ! O © LiL | | | | | | | [] | l —— o ‘OO OO; l VN | | | ay | TT TET TG BLEACHER SUPPORT | TeloxENeD SLAB | (6 | PER SECT 3/S6.11 ) . ii m7 | | |e | | | ' -—HSS20x12x5% -—-t+—1-—— TYP UON IC) | | | l | 4 | l | [| | | a ‘OA On | | bo | a P—1 TYP 4) @ EA COL P1212 TYP. AT CORNERS, SEE 5/S4.11 \ eee SUPPORT THICKENED SLAB PER SECT 3/S6.11 aN 5” CONCRETE SLAB ON GRADE ON COMPACTED vA FILL w/ #4@12” OC EW, SAW CUT JOINTS @ 12’°-0” OC MAX. 4 C) TERRENCE MARTIN FIELD FOUNDATION PLAN S6.01/ SCALE: 3/16” = 1’-0” PLAN_NOTES: 1) #) DENOTES REINFORCED CONCRETE PILE CAP. SEE DETAIL 3/XX.XX FOR PILE CAP DIMENSIONS & REINFORCEMENT AND PILE INFORMATION. 2) P-1 DENOTES 30°x42” REINFORCED CONCRETE PIER SEE DETAIL 4/S6.11. 3) | GB-1 DENOTES 36x36” REINFORCED CONCRETE GRADE BEAM SEE DETAIL 6/S6.11. $6.11 CONSTRUCTION ISSUE 03.16.20 ¥ vat Steven E. Hutchins AIA Architects 109-113 ESTATE CASTLE COAKLEY CHRISTIANSTED, ST. CROIX TEL 340-778-8898 FAX 340-778-7754 U.S. VIRGIN ISLANDS 00822 FREDERIKSTED REVITALIZATION PROJECT PAUL E. JOSEPH BASEBALL STADIUM AND SPORT COMPLEX N KEYPLAN McVEIGHQMANGUM ENGINEERING: INC 9133 R.G. Skinner Parkway Jacksonville, Florida 32256 Ph: (904) 483-5200 Fax: (904) 636-6770 0-40126-1B email: mail@McVeighMangum.com Eng. of Record: Matthew C. Main License No.: 1431-E : A 7 — & = =o ae ra < O =k 3 Oo a Zz x =) 2 ao O : or tt = Lu S = z = a DATE: 02-19-20 DRAWN BY: SGF SHEET NUMBER: 96.01 X: \2014\14188 (Paul E Joseph Stadium and Sports Complex)\14188_dwg\14188 S6.02 Terrance Martin Field Bathroom.dwg, 04/02/2020 11:54 AM, agutierrez ©) 2018 THIS DRAWING IS THE INSTRUMENT OF SERVICE AND PROPERTY OF MCVEIGH & MANGUM ENGINEERING, INC. THE USE OF THIS DRAWING SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH IT WAS PREPARED, ANY USE OR REPRODUCTION WITHOUT THE EXPRESSED WRITTEN PERMISSION OF THIS CORPORATION IS PROHIBITED (13 | | 6” CONC WALL W/ #5@12” OC VERT & #4 @12” OC HORIZ ENT BARS TO MATCH CONC SLAB, SEE PLAN 1/S6.02 FOR REINF \ 6” CONC WALL,— lel SEE PLAN 1/S6.02 FOR REINF | (2\_ DETAIL \s6.02/ SCALE: 3/4” = 1’-0" (:\_TERREN $6.02 SCALE: 3/16” = 1’ CE MARTIN FIELD BATHROOM ROOF PLAN PLAN NOTES: 1) ROOF SLAB DENOTES 6” A ROOF SLAB REINF W/ #6012” OC BOT ———>_IN DIRECTION SHOWN AND #4012” OC BOT TRANSV . CONSTRUCTION ISSUE 03.16.20 N KEYPLAN McVEIGHQMANGUM ENGINEERING: INC 9133 R.G. Skinner Parkway Jacksonville, Florida 32256 Ph: (904) 483-5200 Fax: (904) 636-6770 0-40126-1B email: mail@McVeighMangum.com Eng. of Record: Matthew C. Main License No.: 1431-E N N N Ly NT Steven E. Hutchins AIA Architects 109-113 ESTATE CASTLE COAKLEY CHRISTIANSTED, ST. CROIX TEL 340-778-8898 FAX 340-778-7754 U.S. VIRGIN ISLANDS 00822 FREDERIKSTED REVITALIZATION PROJECT PAUL E. JOSEPH BASEBALL STADIUM AND SPORT COMPLEX PROJECT: TERRANCE MARTIN FIELD BATHROOM ROOF PLAN DRAWING INFORMATION: DATE: 02-19-20 DRAWN BY: SGF SHEET NUMBER: 96.02 X: \2014\14188 (Paul E Joseph Stadium and Sports Complex)\14188_dwg\14188 S6.03 Terrance Martin Field Canopy Roof Plan.dwg, 04/02/2020 11:55 AM, agutierrez ©) 2018 THIS DRAWING IS THE INSTRUMENT OF SERVICE AND PROPERTY OF MCVEIGH & MANGUM ENGINEERING, INC. THE USE OF THIS DRAWING SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH IT WAS PREPARED, ANY USE OR REPRODUCTION WITHOUT THE EXPRESSED WRITTEN PERMISSION OF THIS CORPORATION IS PROHIBITED $6.11 12 HHSS6x6x3/8_PURLINS HSS20k12x% (LLV) @ 5'-0"0C $6.11 ® © MAX MTL} DECK — ____] HSS20k12x5% (LLV) $6.11 (-\_TERRENCE MARTIN FIELD CANOPY ROQF PLAN $6.03 SCALE: 3/16” = 1’-0” $6.11 $6.11 (1 HSS20x12x% (LLV) i S6.11 MTL |DECK ——__}—_—_—— op) = | a D al x< <x o> as alt Mw +|© (7 $6.11 HSS20x1}2x5% (LLV) VON “| \s6.44/ NL, <( 11 ( 12 IN IN a 1) MTL DECK DENOTES 1 1/2” x 20 GA TYPE B MTL ROOF DECK ——§® — SPANNING IN DIRECTION SHOWN. N KEYPLAN 2) CANOPY ROOF DESIGN SHOWN ON THIS SHEET MAY BE SUBSTITUTED WITH A Li ; Yi PRE-ENGINEERED CANOPY STRUCTURE. PRE-ENGINEERED CANOPY STRUCTURE REQUIRES SIGNED AND SEALED DESIGN DRAWINGS AND CALCULATIONS BY A LICENSED PROFESSIONAL ENGINEER FOR REVIEW AND APPROVAL BY THE PROJECT ENGINEER OF RECORD. McVEIGHQMANGUM ENGINEERING: INC 9133 R.G. Skinner Parkway Jacksonville, Florida 32256 Ph: (904) 483-5200 Fax: (904) 636-6770 0-40126-1B email: mail@McVeighMangum.com Eng. of Record: Matthew C. Main License No.: 1431-E ¥ vat Steven E. Hutchins AIA Architects 109-113 ESTATE CASTLE COAKLEY CHRISTIANSTED, ST. CROIX TEL 340-778-8898 FAX 340-778-7754 U.S. VIRGIN ISLANDS 00822 FREDERIKSTED REVITALIZATION PROJECT PAUL E. JOSEPH BASEBALL STADIUM AND SPORT COMPLEX : fe) fo A —_ D LL — z= Oo ie <O = LU > On a O z 5 cae © O&O = LL 5 = Z O Zz = rs QO DATE: 02-19-20 DRAWN BY: SGF SHEET NUMBER: 96.03 X: \2014\14188 (Paul E Joseph Stadium and Sports Complex)\14188_dwg\14188 S6.11 TERRENCE MARTIN FIELD DETAILS.dwg, 04/02/2020 11:55 AM, agutierrez ©) 2015 THIS DRAWING IS THE INSTRUMENT OF SERVICE AND PROPERTY OF MCVEIGH & MANGUM ENGINEERING, INC. THE USE OF THIS DRAWING SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH IT WAS PREPARED, ANY USE OR REPRODUCTION WITHOUT THE EXPRESSED WRITTEN PERMISSION OF THIS CORPORATION IS PROHIBITED HSS PURLINS, SEE PLAN METAL ROOF DECK, SEE PLAN $6.11 4 DETAIL 8/S6.11 yar 2 ty SEE DETAIL oN © | - | | ;— | | \ y ® on} | | — T Ny T (ce) || | | | | ! | il y | | | N on | | | | | fl | HSS BEAM, | | tH | SEE PLAN | | Sa - 4-7 | | HSS COLUMN, bt | | SEE PLAN | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | BASE PL & ANCHOR RODS, | | HSS COLUMN, | SEE DETAIL 5/S6.11 | | SEE PLAN 25 | | | | © |! | | | NO Li. | 1 | | | . om L | | ° > | | T/GRADE, ~ we | | SEE CIVIL 3-#3 TIES @ 3” OC | | | | | | | a 2 =i) =n ==n1 | | | | | | | | ———_reINFoRCED CONCRETE REINFORCED CONCRETE PIER, SEE DET 4/S6.11 | | PILE CAP, SEE DET 4/S3.03 | | | | - | | ine) | | STEEL BASE PL, _| | | SEE DETAIL 5/S6.11 Cc. ° ° ° ° ° _—) | | IZ Aa —— ~ REINF CONC PIER, ; a SEE DETAILS 2 & 4/S6.11 io) 9 ST UH G C) es of e f— je —_ e _) | | | | | | | | to | | | | REINF CONC PILE CAP, | | | | LOSE DETAILS 2/S6.11 | | | | & 4/S3.03 | | | | | | | | | | | | | | | | | | | | | | | rN I" 1 | | STEEL PIPE PILES rt | 169 STD PIPE SE DETAILS 2/S6.11 & : #10 DOWEL BAR CTR’D | | | | PILE, SEE 4/S3.03 4/53.03 S IN EACH PIPE PILE | | | ae = W/ STD 90° #10 BAR CENTERED IN HOOK AT TOP | PILE GROUT FULL LENGTH l OF PILE, TYP 4 4 (a SECTION (2\ SECTION S6.117 SCALE: 3/8” = 1'—0" $6.11] SCALE: 3/4” = 1’-0" CONT L3x3x4 DECK METAL ROOF 3'-0” SUPPORT ANGLE DECK, SEE PLAN 3” CLR, TYP HSS PURLIN, SEE PLAN T/GRADE BEAM= _ T/PILE CAP ana le e e ©) | aa CLOSED TIES [I » @ 18” OC a | . ° cS %” CAP PL | [o) = ats EA SIDE eT | ° Cm HSS COLUMN, | SEE PLAN | | HB T&B | | HSS BEAM, \ | SEE PLAN | REINFORCED CONCRETE CUT HSS, GRADE BEAM | SEE DET 10/S6.11 ! 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Skinner Parkway Jacksonville, Florida 32256 Ph: (904) 483-5200 Fax: (904) 636-6770 0-40126-1B email: mail@McVeighMangum.com Eng. of Record: Matthew C. Main License No.: 1431-E CONSTRUCTION ISSUE 03.16.20 ¥ vat Steven E. Hutchins AIA Architects 109-113 ESTATE CASTLE COAKLEY CHRISTIANSTED, ST. CROIX TEL 340-778-8898 FAX 340-778-7754 U.S. VIRGIN ISLANDS 00822 FREDERIKSTED REVITALIZATION PROJECT PAUL E. JOSEPH BASEBALL STADIUM AND SPORT COMPLEX : CQ — — LL < oc <l , 2 e LU <- O Si = YW) 2 = je) 2 OF = Li) LW 0 FO DATE: 02-19-20 DRAWN BY: = SGF SHEET NUMBER: 56.11 SHEET NUMBER: DRAWING INFORMATION: DATE: DRAWN BY: PROJECT: ENGINEERING INC www.ersengineering.com 5775 Timuquana Road Jacksonville, Florida 32210 Engineering Business No. 7984 Ph (904) 777-3089 Fx (904) 777-3726 NO. DESCRIPTION DATE 3-16-2020 TJT TEL 340-778-8898 FAX 340-778-7754 CHRISTIANSTED, ST. CROIX 109-113 ESTATE CASTLE COAKLEY U.S. VIRGIN ISLANDS 00822 FREDERIKSTED REVITALIZATION PROJECT PAUL E. JOSEPH BASEBALL STADIUM AND SPORT COMPLEX 2-35347-1B THOMAS J. TIDWELL M0.1 MECHANICAL GENERAL NOTES, LEGEND AND ABBREVIATIONS AFF ABOVE FINISHED FLOOR AHU AIR HANDLING UNIT APPROX APPROXIMATELY CFM CUBIC FEET PER MINUTE CLG CEILING CU CONDENSING UNIT DAC DUCTLESS AIR CONDITIONER DCU CONDENSING UNIT EXIST EXISTING GPH GALLONS PER HOUR GPM GALLONS PER MINUTE MVD MANUAL VOLUME DAMPER OA OUTSIDE AIR OBD OPPOSED BLADE DAMPER RECT RECTANGULAR RND ROUND SHEET NUMBER: DRAWING INFORMATION: DATE: DRAWN BY: PROJECT: ENGINEERING INC www.ersengineering.com 5775 Timuquana Road Jacksonville, Florida 32210 Engineering Business No. 7984 Ph (904) 777-3089 Fx (904) 777-3726 NO. DESCRIPTION DATE 3-16-2020 TJT TEL 340-778-8898 FAX 340-778-7754 CHRISTIANSTED, ST. CROIX 109-113 ESTATE CASTLE COAKLEY U.S. VIRGIN ISLANDS 00822 FREDERIKSTED REVITALIZATION PROJECT PAUL E. JOSEPH BASEBALL STADIUM AND SPORT COMPLEX 2-35347-1B THOMAS J. TIDWELL M1.0 FIELD LEVEL (PLAN A) MECHANICAL HVAC PLAN N SHEET NUMBER: DRAWING INFORMATION: DATE: DRAWN BY: PROJECT: ENGINEERING INC www.ersengineering.com 5775 Timuquana Road Jacksonville, Florida 32210 Engineering Business No. 7984 Ph (904) 777-3089 Fx (904) 777-3726 NO. DESCRIPTION DATE 3-16-2020 TJT TEL 340-778-8898 FAX 340-778-7754 CHRISTIANSTED, ST. CROIX 109-113 ESTATE CASTLE COAKLEY U.S. VIRGIN ISLANDS 00822 FREDERIKSTED REVITALIZATION PROJECT PAUL E. JOSEPH BASEBALL STADIUM AND SPORT COMPLEX 2-35347-1B THOMAS J. TIDWELL M1.1 FIELD LEVEL (PLAN B) MECHANICAL HVAC PLAN N SHEET NUMBER: DRAWING INFORMATION: DATE: DRAWN BY: PROJECT: ENGINEERING INC www.ersengineering.com 5775 Timuquana Road Jacksonville, Florida 32210 Engineering Business No. 7984 Ph (904) 777-3089 Fx (904) 777-3726 NO. DESCRIPTION DATE 3-16-2020 TJT TEL 340-778-8898 FAX 340-778-7754 CHRISTIANSTED, ST. CROIX 109-113 ESTATE CASTLE COAKLEY U.S. VIRGIN ISLANDS 00822 FREDERIKSTED REVITALIZATION PROJECT PAUL E. JOSEPH BASEBALL STADIUM AND SPORT COMPLEX 2-35347-1B THOMAS J. TIDWELL M1.2 N FIELD LEVEL (PLAN C) MECHANICAL HVAC PLAN SHEET NUMBER: DRAWING INFORMATION: DATE: DRAWN BY: PROJECT: ENGINEERING INC www.ersengineering.com 5775 Timuquana Road Jacksonville, Florida 32210 Engineering Business No. 7984 Ph (904) 777-3089 Fx (904) 777-3726 NO. DESCRIPTION DATE 3-16-2020 TJT TEL 340-778-8898 FAX 340-778-7754 CHRISTIANSTED, ST. CROIX 109-113 ESTATE CASTLE COAKLEY U.S. VIRGIN ISLANDS 00822 FREDERIKSTED REVITALIZATION PROJECT PAUL E. JOSEPH BASEBALL STADIUM AND SPORT COMPLEX 2-35347-1B THOMAS J. TIDWELL M1.3 N CONCOURSE LEVEL (PLAN A) MECHANICAL HVAC PLAN SHEET NUMBER: DRAWING INFORMATION: DATE: DRAWN BY: PROJECT: ENGINEERING INC www.ersengineering.com 5775 Timuquana Road Jacksonville, Florida 32210 Engineering Business No. 7984 Ph (904) 777-3089 Fx (904) 777-3726 NO. DESCRIPTION DATE 3-16-2020 TJT TEL 340-778-8898 FAX 340-778-7754 CHRISTIANSTED, ST. CROIX 109-113 ESTATE CASTLE COAKLEY U.S. VIRGIN ISLANDS 00822 FREDERIKSTED REVITALIZATION PROJECT PAUL E. JOSEPH BASEBALL STADIUM AND SPORT COMPLEX 2-35347-1B THOMAS J. TIDWELL M1.4 N CONCOURSE LEVEL (PLAN B) MECHANICAL HVAC PLAN SHEET NUMBER: DRAWING INFORMATION: DATE: DRAWN BY: PROJECT: ENGINEERING INC www.ersengineering.com 5775 Timuquana Road Jacksonville, Florida 32210 Engineering Business No. 7984 Ph (904) 777-3089 Fx (904) 777-3726 NO. DESCRIPTION DATE 3-16-2020 TJT TEL 340-778-8898 FAX 340-778-7754 CHRISTIANSTED, ST. CROIX 109-113 ESTATE CASTLE COAKLEY U.S. VIRGIN ISLANDS 00822 FREDERIKSTED REVITALIZATION PROJECT PAUL E. JOSEPH BASEBALL STADIUM AND SPORT COMPLEX 2-35347-1B THOMAS J. TIDWELL M1.5 N CONCOURSE LEVEL (PLAN C) MECHANICAL HVAC PLAN SHEET NUMBER: DRAWING INFORMATION: DATE: DRAWN BY: PROJECT: ENGINEERING INC www.ersengineering.com 5775 Timuquana Road Jacksonville, Florida 32210 Engineering Business No. 7984 Ph (904) 777-3089 Fx (904) 777-3726 NO. DESCRIPTION DATE 3-16-2020 TJT TEL 340-778-8898 FAX 340-778-7754 CHRISTIANSTED, ST. CROIX 109-113 ESTATE CASTLE COAKLEY U.S. VIRGIN ISLANDS 00822 FREDERIKSTED REVITALIZATION PROJECT PAUL E. JOSEPH BASEBALL STADIUM AND SPORT COMPLEX 2-35347-1B THOMAS J. TIDWELL M2.0 MECHANICAL DETAILS SHEET NUMBER: DRAWING INFORMATION: DATE: DRAWN BY: PROJECT: ENGINEERING INC www.ersengineering.com 5775 Timuquana Road Jacksonville, Florida 32210 Engineering Business No. 7984 Ph (904) 777-3089 Fx (904) 777-3726 NO. DESCRIPTION DATE 3-16-2020 TJT TEL 340-778-8898 FAX 340-778-7754 CHRISTIANSTED, ST. CROIX 109-113 ESTATE CASTLE COAKLEY U.S. VIRGIN ISLANDS 00822 FREDERIKSTED REVITALIZATION PROJECT PAUL E. JOSEPH BASEBALL STADIUM AND SPORT COMPLEX 2-35347-1B THOMAS J. TIDWELL P0.1 GENERAL NOTES & SPECIFICATIONS - PLUMBING GENERAL NOTES - PLUMBING PLUMBING SPECIFICATIONS SHEET NUMBER: DRAWING INFORMATION: DATE: DRAWN BY: PROJECT: ENGINEERING INC www.ersengineering.com 5775 Timuquana Road Jacksonville, Florida 32210 Engineering Business No. 7984 Ph (904) 777-3089 Fx (904) 777-3726 NO. DESCRIPTION DATE 3-16-2020 TJT TEL 340-778-8898 FAX 340-778-7754 CHRISTIANSTED, ST. CROIX 109-113 ESTATE CASTLE COAKLEY U.S. VIRGIN ISLANDS 00822 FREDERIKSTED REVITALIZATION PROJECT PAUL E. JOSEPH BASEBALL STADIUM AND SPORT COMPLEX 2-35347-1B THOMAS J. TIDWELL P0.2 FIXTURE & EQUIPMENT SCHEDULES - PLUMBING FIXTURE SCHEDULES - PLUMBING SHEET NUMBER: DRAWING INFORMATION: DATE: DRAWN BY: PROJECT: ENGINEERING INC www.ersengineering.com 5775 Timuquana Road Jacksonville, Florida 32210 Engineering Business No. 7984 Ph (904) 777-3089 Fx (904) 777-3726 NO. DESCRIPTION DATE 3-16-2020 TJT TEL 340-778-8898 FAX 340-778-7754 CHRISTIANSTED, ST. CROIX 109-113 ESTATE CASTLE COAKLEY U.S. VIRGIN ISLANDS 00822 FREDERIKSTED REVITALIZATION PROJECT PAUL E. JOSEPH BASEBALL STADIUM AND SPORT COMPLEX 2-35347-1B THOMAS J. TIDWELL P1.0 FIELD LEVEL (PLAN A) GRAVITY PIPING PLAN N SHEET NUMBER: DRAWING INFORMATION: DATE: DRAWN BY: PROJECT: ENGINEERING INC www.ersengineering.com 5775 Timuquana Road Jacksonville, Florida 32210 Engineering Business No. 7984 Ph (904) 777-3089 Fx (904) 777-3726 NO. DESCRIPTION DATE 3-16-2020 TJT TEL 340-778-8898 FAX 340-778-7754 CHRISTIANSTED, ST. CROIX 109-113 ESTATE CASTLE COAKLEY U.S. VIRGIN ISLANDS 00822 FREDERIKSTED REVITALIZATION PROJECT PAUL E. JOSEPH BASEBALL STADIUM AND SPORT COMPLEX 2-35347-1B THOMAS J. TIDWELL P1.1 FIELD LEVEL (PLAN B) GRAVITY PIPING PLAN N SHEET NUMBER: DRAWING INFORMATION: DATE: DRAWN BY: PROJECT: ENGINEERING INC www.ersengineering.com 5775 Timuquana Road Jacksonville, Florida 32210 Engineering Business No. 7984 Ph (904) 777-3089 Fx (904) 777-3726 NO. DESCRIPTION DATE 3-16-2020 TJT TEL 340-778-8898 FAX 340-778-7754 CHRISTIANSTED, ST. CROIX 109-113 ESTATE CASTLE COAKLEY U.S. VIRGIN ISLANDS 00822 FREDERIKSTED REVITALIZATION PROJECT PAUL E. JOSEPH BASEBALL STADIUM AND SPORT COMPLEX 2-35347-1B THOMAS J. TIDWELL P1.2 N FIELD LEVEL (PLAN C) GRAVITY PIPING PLAN SHEET NUMBER: DRAWING INFORMATION: DATE: DRAWN BY: PROJECT: ENGINEERING INC www.ersengineering.com 5775 Timuquana Road Jacksonville, Florida 32210 Engineering Business No. 7984 Ph (904) 777-3089 Fx (904) 777-3726 NO. DESCRIPTION DATE 3-16-2020 TJT TEL 340-778-8898 FAX 340-778-7754 CHRISTIANSTED, ST. CROIX 109-113 ESTATE CASTLE COAKLEY U.S. VIRGIN ISLANDS 00822 FREDERIKSTED REVITALIZATION PROJECT PAUL E. JOSEPH BASEBALL STADIUM AND SPORT COMPLEX 2-35347-1B THOMAS J. TIDWELL P1.3 N CONCOURSE LEVEL (PLAN A) GRAVITY PIPING PLAN SHEET NUMBER: DRAWING INFORMATION: DATE: DRAWN BY: PROJECT: ENGINEERING INC www.ersengineering.com 5775 Timuquana Road Jacksonville, Florida 32210 Engineering Business No. 7984 Ph (904) 777-3089 Fx (904) 777-3726 NO. DESCRIPTION DATE 3-16-2020 TJT TEL 340-778-8898 FAX 340-778-7754 CHRISTIANSTED, ST. CROIX 109-113 ESTATE CASTLE COAKLEY U.S. VIRGIN ISLANDS 00822 FREDERIKSTED REVITALIZATION PROJECT PAUL E. JOSEPH BASEBALL STADIUM AND SPORT COMPLEX 2-35347-1B THOMAS J. TIDWELL P1.4 N CONCOURSE LEVEL (PLAN B) GRAVITY PIPING PLAN SHEET NUMBER: DRAWING INFORMATION: DATE: DRAWN BY: PROJECT: ENGINEERING INC www.ersengineering.com 5775 Timuquana Road Jacksonville, Florida 32210 Engineering Business No. 7984 Ph (904) 777-3089 Fx (904) 777-3726 NO. DESCRIPTION DATE 3-16-2020 TJT TEL 340-778-8898 FAX 340-778-7754 CHRISTIANSTED, ST. CROIX 109-113 ESTATE CASTLE COAKLEY U.S. VIRGIN ISLANDS 00822 FREDERIKSTED REVITALIZATION PROJECT PAUL E. JOSEPH BASEBALL STADIUM AND SPORT COMPLEX 2-35347-1B THOMAS J. TIDWELL P1.5 N CONCOURSE LEVEL (PLAN C) GRAVITY PIPING PLAN 26 28 24 C 26 28 24 C SHEET NUMBER: DRAWING INFORMATION: DATE: DRAWN BY: PROJECT: ENGINEERING INC www.ersengineering.com 5775 Timuquana Road Jacksonville, Florida 32210 Engineering Business No. 7984 Ph (904) 777-3089 Fx (904) 777-3726 NO. DESCRIPTION DATE 3-16-2020 TJT TEL 340-778-8898 FAX 340-778-7754 CHRISTIANSTED, ST. CROIX 109-113 ESTATE CASTLE COAKLEY U.S. VIRGIN ISLANDS 00822 FREDERIKSTED REVITALIZATION PROJECT PAUL E. JOSEPH BASEBALL STADIUM AND SPORT COMPLEX 2-35347-1B THOMAS J. TIDWELL P1.6 N TERRANCE MARTIN RESTROOMS PRESSURE & GRAVITY PIPING PLAN N SHEET NUMBER: DRAWING INFORMATION: DATE: DRAWN BY: PROJECT: ENGINEERING INC www.ersengineering.com 5775 Timuquana Road Jacksonville, Florida 32210 Engineering Business No. 7984 Ph (904) 777-3089 Fx (904) 777-3726 NO. DESCRIPTION DATE 3-16-2020 TJT TEL 340-778-8898 FAX 340-778-7754 CHRISTIANSTED, ST. CROIX 109-113 ESTATE CASTLE COAKLEY U.S. VIRGIN ISLANDS 00822 FREDERIKSTED REVITALIZATION PROJECT PAUL E. JOSEPH BASEBALL STADIUM AND SPORT COMPLEX 2-35347-1B THOMAS J. TIDWELL P2.0 FIELD LEVEL (PLAN A) PRESSURE PIPING PLAN N SHEET NUMBER: DRAWING INFORMATION: DATE: DRAWN BY: PROJECT: ENGINEERING INC www.ersengineering.com 5775 Timuquana Road Jacksonville, Florida 32210 Engineering Business No. 7984 Ph (904) 777-3089 Fx (904) 777-3726 NO. DESCRIPTION DATE 3-16-2020 TJT TEL 340-778-8898 FAX 340-778-7754 CHRISTIANSTED, ST. CROIX 109-113 ESTATE CASTLE COAKLEY U.S. VIRGIN ISLANDS 00822 FREDERIKSTED REVITALIZATION PROJECT PAUL E. JOSEPH BASEBALL STADIUM AND SPORT COMPLEX 2-35347-1B THOMAS J. TIDWELL P2.1 FIELD LEVEL (PLAN B) PRESSURE PIPING PLAN N SHEET NUMBER: DRAWING INFORMATION: DATE: DRAWN BY: PROJECT: ENGINEERING INC www.ersengineering.com 5775 Timuquana Road Jacksonville, Florida 32210 Engineering Business No. 7984 Ph (904) 777-3089 Fx (904) 777-3726 NO. DESCRIPTION DATE 3-16-2020 TJT TEL 340-778-8898 FAX 340-778-7754 CHRISTIANSTED, ST. CROIX 109-113 ESTATE CASTLE COAKLEY U.S. VIRGIN ISLANDS 00822 FREDERIKSTED REVITALIZATION PROJECT PAUL E. JOSEPH BASEBALL STADIUM AND SPORT COMPLEX 2-35347-1B THOMAS J. TIDWELL P2.2 N FIELD LEVEL (PLAN C) PRESSURE PIPING PLAN SHEET NUMBER: DRAWING INFORMATION: DATE: DRAWN BY: PROJECT: ENGINEERING INC www.ersengineering.com 5775 Timuquana Road Jacksonville, Florida 32210 Engineering Business No. 7984 Ph (904) 777-3089 Fx (904) 777-3726 NO. DESCRIPTION DATE 3-16-2020 TJT TEL 340-778-8898 FAX 340-778-7754 CHRISTIANSTED, ST. CROIX 109-113 ESTATE CASTLE COAKLEY U.S. VIRGIN ISLANDS 00822 FREDERIKSTED REVITALIZATION PROJECT PAUL E. JOSEPH BASEBALL STADIUM AND SPORT COMPLEX 2-35347-1B THOMAS J. TIDWELL P2.3 N CONCOURSE LEVEL (PLAN A) PRESSURE PIPING PLAN SHEET NUMBER: DRAWING INFORMATION: DATE: DRAWN BY: PROJECT: ENGINEERING INC www.ersengineering.com 5775 Timuquana Road Jacksonville, Florida 32210 Engineering Business No. 7984 Ph (904) 777-3089 Fx (904) 777-3726 NO. DESCRIPTION DATE 3-16-2020 TJT TEL 340-778-8898 FAX 340-778-7754 CHRISTIANSTED, ST. CROIX 109-113 ESTATE CASTLE COAKLEY U.S. VIRGIN ISLANDS 00822 FREDERIKSTED REVITALIZATION PROJECT PAUL E. JOSEPH BASEBALL STADIUM AND SPORT COMPLEX 2-35347-1B THOMAS J. TIDWELL P2.4 N CONCOURSE LEVEL (PLAN B) PRESSURE PIPING PLAN SHEET NUMBER: DRAWING INFORMATION: DATE: DRAWN BY: PROJECT: ENGINEERING INC www.ersengineering.com 5775 Timuquana Road Jacksonville, Florida 32210 Engineering Business No. 7984 Ph (904) 777-3089 Fx (904) 777-3726 NO. DESCRIPTION DATE 3-16-2020 TJT TEL 340-778-8898 FAX 340-778-7754 CHRISTIANSTED, ST. CROIX 109-113 ESTATE CASTLE COAKLEY U.S. VIRGIN ISLANDS 00822 FREDERIKSTED REVITALIZATION PROJECT PAUL E. JOSEPH BASEBALL STADIUM AND SPORT COMPLEX 2-35347-1B THOMAS J. TIDWELL P2.5 N CONCOURSE LEVEL (PLAN C) PRESSURE PIPING PLAN SHEET NUMBER: DRAWING INFORMATION: DATE: DRAWN BY: PROJECT: ENGINEERING INC www.ersengineering.com 5775 Timuquana Road Jacksonville, Florida 32210 Engineering Business No. 7984 Ph (904) 777-3089 Fx (904) 777-3726 NO. DESCRIPTION DATE 3-16-2020 TJT TEL 340-778-8898 FAX 340-778-7754 CHRISTIANSTED, ST. CROIX 109-113 ESTATE CASTLE COAKLEY U.S. VIRGIN ISLANDS 00822 FREDERIKSTED REVITALIZATION PROJECT PAUL E. JOSEPH BASEBALL STADIUM AND SPORT COMPLEX 2-35347-1B THOMAS J. TIDWELL P3.0 FIELD & CONCOURSE LEVEL SANITARY RISER DIAGRAMS SHEET NUMBER: DRAWING INFORMATION: DATE: DRAWN BY: PROJECT: ENGINEERING INC www.ersengineering.com 5775 Timuquana Road Jacksonville, Florida 32210 Engineering Business No. 7984 Ph (904) 777-3089 Fx (904) 777-3726 NO. DESCRIPTION DATE 3-16-2020 TJT TEL 340-778-8898 FAX 340-778-7754 CHRISTIANSTED, ST. CROIX 109-113 ESTATE CASTLE COAKLEY U.S. VIRGIN ISLANDS 00822 FREDERIKSTED REVITALIZATION PROJECT PAUL E. JOSEPH BASEBALL STADIUM AND SPORT COMPLEX 2-35347-1B THOMAS J. TIDWELL P3.1 TERRANCE MARTIN RESTROOMS PLUMBING RISER DIAGRAMS SHEET NUMBER: DRAWING INFORMATION: DATE: DRAWN BY: PROJECT: TEL 340-778-8898 FAX 340-778-7754 CHRISTIANSTED, ST. CROIX 109-113 ESTATE CASTLE COAKLEY U.S. VIRGIN ISLANDS 00822 Steven E. Hutchins AIA Architects FREDERIKSTED REVITALIZATION PROJECT PAUL E. JOSEPH BASEBALL STADIUM AND SPORT COMPLEX ENGINEERING INC www.ersengineering.com 5775 Timuquana Road Jacksonville, Florida 32210 Engineering Business No. 7984 Ph (904) 777-3089 Fx (904) 777-3726 3-16-2020 SRP 0-5879-1B ERIC R. SCHULTZ E0.0 LEGEND & DRAWING INDEX REVISIONS/ADDITIONS N PRIMARY SECONDARY SHEET NUMBER: DRAWING INFORMATION: DATE: DRAWN BY: PROJECT: TEL 340-778-8898 FAX 340-778-7754 CHRISTIANSTED, ST. CROIX 109-113 ESTATE CASTLE COAKLEY U.S. VIRGIN ISLANDS 00822 Steven E. Hutchins AIA Architects FREDERIKSTED REVITALIZATION PROJECT PAUL E. JOSEPH BASEBALL STADIUM AND SPORT COMPLEX ENGINEERING INC www.ersengineering.com 5775 Timuquana Road Jacksonville, Florida 32210 Engineering Business No. 7984 Ph (904) 777-3089 Fx (904) 777-3726 3-16-2020 SRP 0-5879-1B ERIC R. SCHULTZ E0.1 OVERALL ELECTRICAL SITE PLAN N SHEET NUMBER: DRAWING INFORMATION: DATE: DRAWN BY: PROJECT: TEL 340-778-8898 FAX 340-778-7754 CHRISTIANSTED, ST. CROIX 109-113 ESTATE CASTLE COAKLEY U.S. VIRGIN ISLANDS 00822 Steven E. Hutchins AIA Architects FREDERIKSTED REVITALIZATION PROJECT PAUL E. JOSEPH BASEBALL STADIUM AND SPORT COMPLEX ENGINEERING INC www.ersengineering.com 5775 Timuquana Road Jacksonville, Florida 32210 Engineering Business No. 7984 Ph (904) 777-3089 Fx (904) 777-3726 3-16-2020 SRP 0-5879-1B ERIC R. SCHULTZ E0.2 ENLARGED SITE PLAN BASEBALL STADIUM N SHEET NUMBER: DRAWING INFORMATION: DATE: DRAWN BY: PROJECT: TEL 340-778-8898 FAX 340-778-7754 CHRISTIANSTED, ST. CROIX 109-113 ESTATE CASTLE COAKLEY U.S. VIRGIN ISLANDS 00822 Steven E. Hutchins AIA Architects FREDERIKSTED REVITALIZATION PROJECT PAUL E. JOSEPH BASEBALL STADIUM AND SPORT COMPLEX ENGINEERING INC www.ersengineering.com 5775 Timuquana Road Jacksonville, Florida 32210 Engineering Business No. 7984 Ph (904) 777-3089 Fx (904) 777-3726 3-16-2020 SRP 0-5879-1B ERIC R. SCHULTZ E0.3 ENLARGED SITE PLAN LITTLE LEAGUE BASEBALL STADIUM SHEET NUMBER: DRAWING INFORMATION: DATE: DRAWN BY: PROJECT: TEL 340-778-8898 FAX 340-778-7754 CHRISTIANSTED, ST. CROIX 109-113 ESTATE CASTLE COAKLEY U.S. VIRGIN ISLANDS 00822 Steven E. Hutchins AIA Architects FREDERIKSTED REVITALIZATION PROJECT PAUL E. JOSEPH BASEBALL STADIUM AND SPORT COMPLEX ENGINEERING INC www.ersengineering.com 5775 Timuquana Road Jacksonville, Florida 32210 Engineering Business No. 7984 Ph (904) 777-3089 Fx (904) 777-3726 3-16-2020 SRP 0-5879-1B ERIC R. SCHULTZ E1.0 FIELD LEVEL (PLAN A) ELEC LIGHTING PLAN SEE DWG E1.1 FOR CONTINUATION N SHEET NUMBER: DRAWING INFORMATION: DATE: DRAWN BY: PROJECT: TEL 340-778-8898 FAX 340-778-7754 CHRISTIANSTED, ST. CROIX 109-113 ESTATE CASTLE COAKLEY U.S. VIRGIN ISLANDS 00822 Steven E. Hutchins AIA Architects FREDERIKSTED REVITALIZATION PROJECT PAUL E. JOSEPH BASEBALL STADIUM AND SPORT COMPLEX ENGINEERING INC www.ersengineering.com 5775 Timuquana Road Jacksonville, Florida 32210 Engineering Business No. 7984 Ph (904) 777-3089 Fx (904) 777-3726 3-16-2020 SRP 0-5879-1B ERIC R. SCHULTZ E1.1 N SEE DWG E1.2 FOR CONTINUATION SEE DWG E1.0 FOR CONTINUATION FIELD LEVEL (PLAN B) ELEC LIGHTING PLAN SHEET NUMBER: DRAWING INFORMATION: DATE: DRAWN BY: PROJECT: TEL 340-778-8898 FAX 340-778-7754 CHRISTIANSTED, ST. CROIX 109-113 ESTATE CASTLE COAKLEY U.S. VIRGIN ISLANDS 00822 Steven E. Hutchins AIA Architects FREDERIKSTED REVITALIZATION PROJECT PAUL E. JOSEPH BASEBALL STADIUM AND SPORT COMPLEX ENGINEERING INC www.ersengineering.com 5775 Timuquana Road Jacksonville, Florida 32210 Engineering Business No. 7984 Ph (904) 777-3089 Fx (904) 777-3726 3-16-2020 SRP 0-5879-1B ERIC R. SCHULTZ E1.2 N SEE DWG E1.1 FOR CONTINUATION FIELD LEVEL (PLAN C) ELEC LIGHTING PLAN SHEET NUMBER: DRAWING INFORMATION: DATE: DRAWN BY: PROJECT: TEL 340-778-8898 FAX 340-778-7754 CHRISTIANSTED, ST. CROIX 109-113 ESTATE CASTLE COAKLEY U.S. VIRGIN ISLANDS 00822 Steven E. Hutchins AIA Architects FREDERIKSTED REVITALIZATION PROJECT PAUL E. JOSEPH BASEBALL STADIUM AND SPORT COMPLEX ENGINEERING INC www.ersengineering.com 5775 Timuquana Road Jacksonville, Florida 32210 Engineering Business No. 7984 Ph (904) 777-3089 Fx (904) 777-3726 3-16-2020 SRP 0-5879-1B ERIC R. SCHULTZ E1.3 N SEE DWG E1.4 FOR CONTINUATION CONCOURSE LEVEL (PLAN A) ELEC LIGHTING PLAN SHEET NUMBER: DRAWING INFORMATION: DATE: DRAWN BY: PROJECT: TEL 340-778-8898 FAX 340-778-7754 CHRISTIANSTED, ST. CROIX 109-113 ESTATE CASTLE COAKLEY U.S. VIRGIN ISLANDS 00822 Steven E. Hutchins AIA Architects FREDERIKSTED REVITALIZATION PROJECT PAUL E. JOSEPH BASEBALL STADIUM AND SPORT COMPLEX ENGINEERING INC www.ersengineering.com 5775 Timuquana Road Jacksonville, Florida 32210 Engineering Business No. 7984 Ph (904) 777-3089 Fx (904) 777-3726 3-16-2020 SRP 0-5879-1B ERIC R. SCHULTZ E1.4 N SEE DWG E1.5 FOR CONTINUATION SEE DWG E1.3 FOR CONTINUATION CONCOURSE LEVEL (PLAN B) ELEC LIGHTING PLAN SHEET NUMBER: DRAWING INFORMATION: DATE: DRAWN BY: PROJECT: TEL 340-778-8898 FAX 340-778-7754 CHRISTIANSTED, ST. CROIX 109-113 ESTATE CASTLE COAKLEY U.S. VIRGIN ISLANDS 00822 Steven E. Hutchins AIA Architects FREDERIKSTED REVITALIZATION PROJECT PAUL E. JOSEPH BASEBALL STADIUM AND SPORT COMPLEX ENGINEERING INC www.ersengineering.com 5775 Timuquana Road Jacksonville, Florida 32210 Engineering Business No. 7984 Ph (904) 777-3089 Fx (904) 777-3726 3-16-2020 SRP 0-5879-1B ERIC R. SCHULTZ E1.5 N SEE DWG E1.4 FOR CONTINUATION CONCOURSE LEVEL (PLAN C) ELEC LIGHTING PLAN SHEET NUMBER: DRAWING INFORMATION: DATE: DRAWN BY: PROJECT: TEL 340-778-8898 FAX 340-778-7754 CHRISTIANSTED, ST. CROIX 109-113 ESTATE CASTLE COAKLEY U.S. VIRGIN ISLANDS 00822 Steven E. Hutchins AIA Architects FREDERIKSTED REVITALIZATION PROJECT PAUL E. JOSEPH BASEBALL STADIUM AND SPORT COMPLEX ENGINEERING INC www.ersengineering.com 5775 Timuquana Road Jacksonville, Florida 32210 Engineering Business No. 7984 Ph (904) 777-3089 Fx (904) 777-3726 3-16-2020 SRP 0-5879-1B ERIC R. SCHULTZ E1.6 N SEE DWG E1.7 FOR CONTINUATION LITTLE LEAGUE (PLAN A) ELEC LIGHTING PLAN KEYPLAN N A SHEET NUMBER: DRAWING INFORMATION: DATE: DRAWN BY: PROJECT: TEL 340-778-8898 FAX 340-778-7754 CHRISTIANSTED, ST. CROIX 109-113 ESTATE CASTLE COAKLEY U.S. VIRGIN ISLANDS 00822 Steven E. Hutchins AIA Architects FREDERIKSTED REVITALIZATION PROJECT PAUL E. JOSEPH BASEBALL STADIUM AND SPORT COMPLEX ENGINEERING INC www.ersengineering.com 5775 Timuquana Road Jacksonville, Florida 32210 Engineering Business No. 7984 Ph (904) 777-3089 Fx (904) 777-3726 3-16-2020 SRP 0-5879-1B ERIC R. SCHULTZ E1.7 N SEE DWG E1.4 FOR CONTINUATION LITTLE LEAGUE (PLAN B) ELEC LIGHTING PLAN SEE DWG E1.8 FOR CONTINUATION KEYPLAN N B SHEET NUMBER: DRAWING INFORMATION: DATE: DRAWN BY: PROJECT: TEL 340-778-8898 FAX 340-778-7754 CHRISTIANSTED, ST. CROIX 109-113 ESTATE CASTLE COAKLEY U.S. VIRGIN ISLANDS 00822 Steven E. Hutchins AIA Architects FREDERIKSTED REVITALIZATION PROJECT PAUL E. JOSEPH BASEBALL STADIUM AND SPORT COMPLEX ENGINEERING INC www.ersengineering.com 5775 Timuquana Road Jacksonville, Florida 32210 Engineering Business No. 7984 Ph (904) 777-3089 Fx (904) 777-3726 3-16-2020 SRP 0-5879-1B ERIC R. SCHULTZ E1.8 N SEE DWG E1.7 FOR CONTINUATION LITTLE LEAGUE (PLAN C) ELEC LIGHTING PLAN KEYPLAN N C SHEET NUMBER: DRAWING INFORMATION: DATE: DRAWN BY: PROJECT: TEL 340-778-8898 FAX 340-778-7754 CHRISTIANSTED, ST. CROIX 109-113 ESTATE CASTLE COAKLEY U.S. VIRGIN ISLANDS 00822 Steven E. Hutchins AIA Architects FREDERIKSTED REVITALIZATION PROJECT PAUL E. JOSEPH BASEBALL STADIUM AND SPORT COMPLEX ENGINEERING INC www.ersengineering.com 5775 Timuquana Road Jacksonville, Florida 32210 Engineering Business No. 7984 Ph (904) 777-3089 Fx (904) 777-3726 3-16-2020 SRP 0-5879-1B ERIC R. SCHULTZ E2.0 ELEC FIELD LEVEL (PLAN A) ELEC POWER & SYSTEMS SEE DWG E2.1 FOR CONTINUATION N SHEET NUMBER: DRAWING INFORMATION: DATE: DRAWN BY: PROJECT: TEL 340-778-8898 FAX 340-778-7754 CHRISTIANSTED, ST. CROIX 109-113 ESTATE CASTLE COAKLEY U.S. VIRGIN ISLANDS 00822 Steven E. Hutchins AIA Architects FREDERIKSTED REVITALIZATION PROJECT PAUL E. JOSEPH BASEBALL STADIUM AND SPORT COMPLEX ENGINEERING INC www.ersengineering.com 5775 Timuquana Road Jacksonville, Florida 32210 Engineering Business No. 7984 Ph (904) 777-3089 Fx (904) 777-3726 3-16-2020 SRP 0-5879-1B ERIC R. SCHULTZ E2.1 SEE DWG E2.2 FOR CONTINUATION SEE DWG E2.0 FOR CONTINUATION FIELD LEVEL (PLAN B) ELEC POWER & SYSTEMS N SHEET NUMBER: DRAWING INFORMATION: DATE: DRAWN BY: PROJECT: TEL 340-778-8898 FAX 340-778-7754 CHRISTIANSTED, ST. CROIX 109-113 ESTATE CASTLE COAKLEY U.S. VIRGIN ISLANDS 00822 Steven E. Hutchins AIA Architects FREDERIKSTED REVITALIZATION PROJECT PAUL E. JOSEPH BASEBALL STADIUM AND SPORT COMPLEX ENGINEERING INC www.ersengineering.com 5775 Timuquana Road Jacksonville, Florida 32210 Engineering Business No. 7984 Ph (904) 777-3089 Fx (904) 777-3726 3-16-2020 SRP 0-5879-1B ERIC R. SCHULTZ E2.2 FIELD LEVEL (PLAN C) ELEC POWER & SYSTEMS N SHEET NUMBER: DRAWING INFORMATION: DATE: DRAWN BY: PROJECT: TEL 340-778-8898 FAX 340-778-7754 CHRISTIANSTED, ST. CROIX 109-113 ESTATE CASTLE COAKLEY U.S. VIRGIN ISLANDS 00822 Steven E. Hutchins AIA Architects FREDERIKSTED REVITALIZATION PROJECT PAUL E. JOSEPH BASEBALL STADIUM AND SPORT COMPLEX ENGINEERING INC www.ersengineering.com 5775 Timuquana Road Jacksonville, Florida 32210 Engineering Business No. 7984 Ph (904) 777-3089 Fx (904) 777-3726 3-16-2020 SRP 0-5879-1B ERIC R. SCHULTZ E2.3 SEE DWG E2.1 FOR CONTINUATION CONCOURSE LEVEL (PLAN A) ELEC POWER & SYSTEMS N SHEET NUMBER: DRAWING INFORMATION: DATE: DRAWN BY: PROJECT: TEL 340-778-8898 FAX 340-778-7754 CHRISTIANSTED, ST. CROIX 109-113 ESTATE CASTLE COAKLEY U.S. VIRGIN ISLANDS 00822 Steven E. Hutchins AIA Architects FREDERIKSTED REVITALIZATION PROJECT PAUL E. JOSEPH BASEBALL STADIUM AND SPORT COMPLEX ENGINEERING INC www.ersengineering.com 5775 Timuquana Road Jacksonville, Florida 32210 Engineering Business No. 7984 Ph (904) 777-3089 Fx (904) 777-3726 3-16-2020 SRP 0-5879-1B ERIC R. SCHULTZ E2.4 SEE DWG E2.5 FOR CONTINUATION SEE DWG E2.3 FOR CONTINUATION CONCOURSE LEVEL (PLAN B) ELEC POWER & SYSTEMS N SHEET NUMBER: DRAWING INFORMATION: DATE: DRAWN BY: PROJECT: TEL 340-778-8898 FAX 340-778-7754 CHRISTIANSTED, ST. CROIX 109-113 ESTATE CASTLE COAKLEY U.S. VIRGIN ISLANDS 00822 Steven E. Hutchins AIA Architects FREDERIKSTED REVITALIZATION PROJECT PAUL E. JOSEPH BASEBALL STADIUM AND SPORT COMPLEX ENGINEERING INC www.ersengineering.com 5775 Timuquana Road Jacksonville, Florida 32210 Engineering Business No. 7984 Ph (904) 777-3089 Fx (904) 777-3726 3-16-2020 SRP 0-5879-1B ERIC R. SCHULTZ E2.5 SEE DWG E2.4 FOR CONTINUATION CONCOURSE LEVEL (PLAN C) ELEC POWER & SYSTEMS N SERVICE RISER ENLARGED DETAIL UG PRIMARY & SERVICE RISER DETAIL SIMPLIFIED PRIMARY ONE-LINE DIAGRAM ELECTRICAL POWER RISER [BASEBALL STADIUM] LEAGUE] [LITTLE SHEET NUMBER: DRAWING INFORMATION: DATE: DRAWN BY: PROJECT: TEL 340-778-8898 FAX 340-778-7754 CHRISTIANSTED, ST. CROIX 109-113 ESTATE CASTLE COAKLEY U.S. VIRGIN ISLANDS 00822 Steven E. Hutchins AIA Architects FREDERIKSTED REVITALIZATION PROJECT PAUL E. JOSEPH BASEBALL STADIUM AND SPORT COMPLEX ENGINEERING INC www.ersengineering.com 5775 Timuquana Road Jacksonville, Florida 32210 Engineering Business No. 7984 Ph (904) 777-3089 Fx (904) 777-3726 3-16-2020 SRP 0-5879-1B ERIC R. SCHULTZ E3.0 RISER DIAGRAM SHEET NUMBER: DRAWING INFORMATION: DATE: DRAWN BY: PROJECT: TEL 340-778-8898 FAX 340-778-7754 CHRISTIANSTED, ST. CROIX 109-113 ESTATE CASTLE COAKLEY U.S. VIRGIN ISLANDS 00822 Steven E. Hutchins AIA Architects FREDERIKSTED REVITALIZATION PROJECT PAUL E. JOSEPH BASEBALL STADIUM AND SPORT COMPLEX ENGINEERING INC www.ersengineering.com 5775 Timuquana Road Jacksonville, Florida 32210 Engineering Business No. 7984 Ph (904) 777-3089 Fx (904) 777-3726 3-16-2020 SRP 0-5879-1B ERIC R. SCHULTZ E3.1 FIRE ALARM RISER DIAGRAM SHEET NUMBER: DRAWING INFORMATION: DATE: DRAWN BY: PROJECT: TEL 340-778-8898 FAX 340-778-7754 CHRISTIANSTED, ST. CROIX 109-113 ESTATE CASTLE COAKLEY U.S. VIRGIN ISLANDS 00822 Steven E. Hutchins AIA Architects FREDERIKSTED REVITALIZATION PROJECT PAUL E. JOSEPH BASEBALL STADIUM AND SPORT COMPLEX ENGINEERING INC www.ersengineering.com 5775 Timuquana Road Jacksonville, Florida 32210 Engineering Business No. 7984 Ph (904) 777-3089 Fx (904) 777-3726 3-16-2020 SRP 0-5879-1B ERIC R. SCHULTZ E3.2 PANEL SCHEDULES CAUTION CAUTION CAUTION CAUTION CAUTION CAUTION SHEET NUMBER: DRAWING INFORMATION: DATE: DRAWN BY: PROJECT: TEL 340-778-8898 FAX 340-778-7754 CHRISTIANSTED, ST. CROIX 109-113 ESTATE CASTLE COAKLEY U.S. VIRGIN ISLANDS 00822 Steven E. Hutchins AIA Architects FREDERIKSTED REVITALIZATION PROJECT PAUL E. JOSEPH BASEBALL STADIUM AND SPORT COMPLEX ENGINEERING INC www.ersengineering.com 5775 Timuquana Road Jacksonville, Florida 32210 Engineering Business No. 7984 Ph (904) 777-3089 Fx (904) 777-3726 3-16-2020 SRP 0-5879-1B ERIC R. SCHULTZ E4.0 ELECTRICAL DETAILS EXIT SHEET NUMBER: DRAWING INFORMATION: DATE: DRAWN BY: PROJECT: TEL 340-778-8898 FAX 340-778-7754 CHRISTIANSTED, ST. CROIX 109-113 ESTATE CASTLE COAKLEY U.S. VIRGIN ISLANDS 00822 Steven E. Hutchins AIA Architects FREDERIKSTED REVITALIZATION PROJECT PAUL E. JOSEPH BASEBALL STADIUM AND SPORT COMPLEX ENGINEERING INC www.ersengineering.com 5775 Timuquana Road Jacksonville, Florida 32210 Engineering Business No. 7984 Ph (904) 777-3089 Fx (904) 777-3726 3-16-2020 SRP 0-5879-1B ERIC R. SCHULTZ E4.1 ELECTRICAL DETAILS SHEET NUMBER: DRAWING INFORMATION: DATE: DRAWN BY: PROJECT: TEL 340-778-8898 FAX 340-778-7754 CHRISTIANSTED, ST. CROIX 109-113 ESTATE CASTLE COAKLEY U.S. VIRGIN ISLANDS 00822 Steven E. Hutchins AIA Architects FREDERIKSTED REVITALIZATION PROJECT PAUL E. JOSEPH BASEBALL STADIUM AND SPORT COMPLEX ENGINEERING INC www.ersengineering.com 5775 Timuquana Road Jacksonville, Florida 32210 Engineering Business No. 7984 Ph (904) 777-3089 Fx (904) 777-3726 3-16-2020 SRP 0-5879-1B ERIC R. SCHULTZ E4.2 ELECTRICAL DETAILS