Existing retaining



#4 DOWELS AT 12” 0.C, EMBEDDED



3” MININUM INTO EXISTING

CONCRETE SLAB WITH SIMPSON

EPOXY SYSTEM OR APPROVED

EQUAL



EXISTING BUILDING & SLAB



6MIL_ POLYETHYLENE

VAPOR BARRIER OR

EQUAL (typ.)



5” THICK (min.) SLAB



(typical)

17-0”

+——F 7 xox 10-10 WELDED



_- WIRE FABRIC (typical)

= —} — OR #3’s AT 10” 0.C EACH WAY

LA SAS See

See AGGREGATE BASE .

<ot UNDER CONCRETE(asphaltic)

1/2” PREMOLDED UNDISTURBED GRADE

FILLER WITH BITUMINOUS R 95% COMPACTED FILL

SEAL AT TOP (typical)



DETAIL AT EXISTING CORRIDOR CONC. SLAB

AND NEW CONCRETE SLAB FOR JROTC DRILL TRAINING



EXISTING CLASS ROOM BUILDING.



105’-1”

EXISTING EXISTING

DRIVEWAY CORRIDOR



3” minimuny wide Burgundy painted strip



|



EXISTING CLASS ROOM BUILDING.



|



There shall be no space between Burgundy

and Yellow lines. Graphic representation is

solely for clarity, visualization and



differentiation of colors



5” THICK CONCRETE

SLAB— TROWEL

FINISH



| 3” minimum wide Yellow painted strip



,

|



I\ ccstng electric

conduit beneath



| slab (field verify)



| _90'-0”



? 11»

8'-1074



There shall be no space

between Burgundy and Yellow

lines. Graphic representation

is solely for clarity,

visualization and

differentiation of colors



|



3” minimum \wide Yellow painted strip



3” minimum wide Burgundy painted strip

3° |minimum wide Yellow painted s#ip



| 3” minimum wide Yellow painted strip



IN



QP



Existing Swale



Proposed concrete

Swale (if required



3” minimum wide Burgundy painted strip



Proposed JROTC Drill Training Striping Layout



Existing Concrete

curb wall



40’—0”



New Sod to be a >



installed within this

area



Training area is approximately 5,325 square feet



Poured concrete slab is approximately 83 cubic yards



Curb wall and footing is approximately 108 linear feet



Poured concrete curb wall is approximately 6 cubic yards

Poured concrete curb wall footing is approximately 5 cubic yards



NOTE: Contractor shall field verify all dimensions and conditions



SCALE: 1/8°=1'-0”



New Sod to be

installed within this

area



Deferred

Maintenance

Repair

Program



DMRP Program

Approved DOI-IOA

ABC Initiative Work

Plan



REMARKS



REVISIONS



DATE



NO.



Proposed IEKHS-JROTC Drill Training Site

IVANNA EUDORA KEAN HIGH SCHOOL

Parcel No. 1&2 Nazareth, St. Thomas, USVI



DRAWN BY:



CHECKED BY:



APPROVED BY:



CONTRACT NO.:



PROJECT NO.:



DATE:



Engineers Approval



sheet No: AD



SHEET NO. OF SHEETS