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



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PROJECT LOCATION - = at



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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



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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

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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,

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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

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-_

Plot No. 40—GB °° \8

Drawing No. 44—A Ve

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Inv.N&S 12” cast=—1.60

Inv.W 6” PVC=—0.54 © \o

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Inv.N 6° pyc=OWS w c tw \S

Inv.E 6 pyc=0.98 \ ° [om

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— 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.



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DATE: 05-08-2020

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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.)



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EX. UTILITIES TO

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ALL TIMES DURING



CONSTRUCTION

43 29" E 8 62.80 <q Nn eR RE

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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.)



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AND CONSTRUCTED UNDER



SEPARATE PROJECT.

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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

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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

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VEGE TATIVE .PRAG TICES a

LEGEND

DISTURBED

ue prreape Trauey meme re

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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

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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

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PLANS FOR LAYOUT AND DETAILS

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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



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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



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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

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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)

—

<

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LL

ae

GE

LL

we

=

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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
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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:
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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
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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:
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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
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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:
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Steven E. Hutchins AIA Architects
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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:
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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:
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TEL  340-778-8898   FAX  340-778-7754
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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
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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:
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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:
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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
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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
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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
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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
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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
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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
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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



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REINF



REQ



REQ’D



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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

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SPEC

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STD

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STR

STRUCT

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STEEL

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STRUCTURAL

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THICK



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UNLESS OTHERWISE NOTED



VERIFY

VERTICAL



WITH



WITHOUT



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WELDED WIRE FABRIC



H— PLAN, SECTION OR DETAIL NO.

H— SHEET NUMBER



NORTH ARROW



KEYED NOTE TO PLAN



FOUNDATION TYPE



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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

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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



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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



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PRIOR TO CONSTRUCTION, GENERAL CONTRACTOR MUST VERIFY THAT THE BUILDING



SCALE:

PLAN NOTES:



1.



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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.:



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Jacksonville, Florida 32256

Ph: (904) 483-5200 Fax: (904) 636-6770

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Ph: (904) 483-5200 Fax: (904) 636-6770

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Jacksonville, Florida 32256 a



Ph: (904) 483-5200 Fax: (904) 636-6770

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0-40126-1B email: mail@McVeighMangum.com

Eng. of Record: Matthew C. Main License No.: 1431-E



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(~\ BUILDING SECTION ‘.



\s2.or] SCALE: 1/8” = 1’-0” /



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NOTE:



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FOUNDATION,



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PRE-ENGINEERED COLUMN AND



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PRE-ENGINEERED BEAM BY

PRE-ENGINEERED CANOPY

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PRE-ENGINEERED PURLIN

BY PRE-ENGINEERED

CANOPY SUPPLIER



PRE-ENGINEERED ROOF DECK

BY PRE—ENGINEERED CANOPY

SUPPLIER



/~—PRE-ENGINEERED SUPPORT

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CONNECTIONS BY

PRE-ENGINEERED CANOPY

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CANOPY SUPPLIER



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PRE-ENGINEERED COLUMN BY

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SEE PLAN FOR

THICKNESS

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TOP OF WALL

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CONCOURSE LEVEL

EL 12’-8”

CONC CEILING,

SEE 4/S2.01 FOR |

THICKNESS

oo — AND REINF |

7 LL |

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TOP OF SLAB PRE-ENGINEERED COLUMN BY |

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SEE PLAN FOR

THICKNESS AND REINF



L-—CONC PILASTER

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BASEPLATE DESIGN BY

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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



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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



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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 | | |

| | | | | |

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| | % 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



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— EL 12-8"

+6” CONC CEILING : $2.0)

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SEE DET 5/S4.41 . y Pa 8” EXT CONC WALL,

FOR REINFORCING L: Fa af SEE DET 5/S4.11 FOR MAT FOUNDATION,

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SEE PLANS



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REINF ss

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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

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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

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PRE-ENGINEERED BLEACHER

SYSTEM BY PRE-ENGINEERED

BLEACHER SUPPLIER



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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



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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 |:

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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



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TYP

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3} °

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SEE PLAN s}.  {*

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ns ae 4 4 ae. N |. 2 | JOINT—SEE SPECS.

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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,

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(2\ STAIR STRINGER TQ MAT FOUNDATION



$3.01 SCALE: NTS



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OILED HEAVYWEIGHT KRAFT

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(7) CONCRETE WALL



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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,

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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



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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



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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

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en N Wy a:

180 HOOKS AT Sf ah * ot a

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nw oN e ° e 2 e 4e ey =

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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

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8”

RAILING, SEE ARCH UON

ame y SEE PLAN

STANDARD 7 FOR REINF

HOOKS e olf.

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W/ #5 VERT @

12”0C & #4 x

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a GRADE, SEE PLAN a] : “4 a ; rm

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STEEL PIPE PILE, V



SEE PLAN & S3.03, TYP (CUT TOP



OF PILE IF NEEDED)



(2 \ SECTION



$3.02 SCALE: NTS



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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

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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

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SEE PLAN & NOTE:

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FOR ADDITIONAL INFO, SEE 1/S3.02.



8”



UON



SEE PLAN

FOR REINF



|

|

|

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PILE, SEE PLAN

& $3.03, TYP Wy

NOTE:

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(2 \ SECTION

S3.027 SCALE: NTS

RAILING

SYSTEM,

SEE ARCH

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wn

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Tl TT SEE PLAN



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Be



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(CUT TOP OF PILE IF

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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

\-

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CONSTRUCTION ISSUE 03.16.20



Eng. of Record: Matthew C. Main



N Ly

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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



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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



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\$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



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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



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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



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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

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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



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X: \2014\14188 (Paul E Joseph Stadium and Sports Complex)\14188_dwg\14188 S4.32.dwg, 04/02/2020 11:53 AM, agutierrez



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ENGINEERING: INC



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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



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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



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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



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AND SPORT COMPLEX



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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

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109-113 ESTATE CASTLE COAKLEY



CHRISTIANSTED, ST. CROIX

TEL 340-778-8898 FAX 340-778-7754



U.S. VIRGIN ISLANDS 00822



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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



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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



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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



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$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



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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



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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



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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



¥

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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



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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



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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



¥

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



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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

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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

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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

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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:
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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:
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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:
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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:
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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:
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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:
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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:
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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