USVI Public Records

Document text

(2) #4 MIN. HORIZONTAL OURED CONCRETE CURB WALL AND #4 VERTICAL REBARS ; c Ae doe ON CEKIER May POURED CONC. WITH (1) #4 AND #4 DOWELS AT 12 Deferred = 3” DIAMETER PVC DRAIN. SPACED AT 48" ON 0.C, EMBEDDED 3” MININUM INTO EXISTING CONCRETE CURB WITH SIMPSON EPOXY SYSTEM OR APPROVED . 5 CENTER ALONG ENTIRE CURB WALL UNLESS POURED CONCRETE CURB WALL FQUAL FILTER FABRIC Maintenance o OTHERWISE NOTED; WITH THE BOTTOM INVERT AT FASTENED TO UPRIGHT " 2 }” BELOW THE SURFACE OF THE CONCRETE SLAB 1/2” PREMOLDED 5” THICK (min.) SLAB W/ TIE WIRE OR EQUAL R ir ° FILLER WITH BITUMINOUS (typical) €pal reo} 8 FILLER WITH BITUMINOUS SEAL AT TOP ean 48” MIN. LONG |g SEAL AT TOP : 6MIL_ POLYETHYLENE _ : FENCE POST Program PROPOSED FILL TO BE COVERED 5 / “ EQUAL (typ.) WIRE FABRIC (typical) (WOOD OR #5 REBAR) . WITH GRASS SEEDS OR SODS oO] , , ° AT 4’°—0” 0.C MAX. “om s| + 5” THICK (min.) SLAB _ 5” THICK (min.) SLAB see site plan N = >| . typical ‘ typical : - UC ypical) a (typical) a nN ROCK BALLAST os DMRP Proaram ee Ware Seal —— 6x6x 10-10 WELDED 6x6x 10-10 WELDED 4 ; 00 9g at III) @ — WIRE FABRIC (typical) jf WIRE FABRIC (typical) nnn Pee PS V7} Approved DOI-IOA a OR #3’s AT 10” 0.C EACH WAY i” ge OR #3’s AT 10” 0.C EACH WAY =¢— YY ABG Initiative Work a7 a) @ | 4” MINIMUM THICK Trl te [dol _R AGGREGATE BASE 3 ys nitiative Wo TESTE St IN COMPACTED #1 CRUSHER —_l === UNDER CONCRETE(asphaltic) Plan ————— Teen RUN OR APPROVED EQUAL 3” — . : TS 7” AGGREGATE BASE EXISTING WALKWAY : G Fa | UNDISTURBED GRADE UNDISTURBED GRADE UNDER CONCRETE(asphaltic) Zz “li R 95% COMPACTED FILL R 95% COMPACTED FILL — LINE OF EXISTING GRADE = (typical) (typical) UNDISTURBED GRADE EXISTING CONC. S 7 ih. OR 95% COMPACTED FILL EXTENDED n 5% COMPACTED FILL (typical) x z 17-6” <o #4’s AT 8” MAX. ON CENTER EACH WAY. oi Wl ez (3) #4’s AT 8”WITH #4 TIES AT 10” ON CENTER. S SEPERATE CONCRETE CURB SEPERATE CONCRETE CURB oe , AND NEW CONCRETE SLAB FOR JROTC DRILL TRAINING 3 AND NEW CONCRETE SLAB FOR JROTC DRILL TRAINING 4 NEW WALK/DRIVE WAY /SWALE DETAIL 5 SILT FENCE DETAIL - NTS NTS NTS IF REQUIRED NTS Lu) <t (am) Oo Zz 1/2” PREMOLDED FILLER WITH BITUMINOUS rab) SEAL AT TOP — 6MIL_ POLYETHYLENE Lon VAPOR BARRIER OR 105-1 Y) EQUAL (typ.) oD) — . 6MIL_ POLYETHYLENE Cc > #4 DOWELS AT 12” O.C, VAPOR BARRIER OR — | ol DM EMBEDDED 3” MININUM INTO EQUAL (typ.) EXISTING EXISTING C|OD EXISTING CONCRETE SLAB WITH DRIVEWAY CORRIDOR New Sod to be ‘| O 5 SIMPSON EPOXY SYSTEM OR » ; installed within this APPROVED EQUAL Ciypical) (min.) SLAB (1 EXISTING CLASS ROOM BUILDING. ax EXISTING CLASS ROOM BUILDING. crea — 5 6x6x 10-10 WELDED — Oo WIRE. FABRIC (typical) + - | = = = a) Se LL — OR #3’s AT 10” 0.C EACH WAY o : CM YY /| o J 4 Ao { , + AGGREGATE BASE Sie \A2 os | 95% vy 5 42’°L0” ®) - Qa UNDER CONCRETE(asphaltic) ee ae —Hize x - 2 ) NEW CONCRETE SLAB slope away fron ESies “eo, 2% %, fs | < _ SHALL BE FLUSH WIITH UNDISTURBED GRADE existing building 2” ee | 2 3” dia. Pvc | a O <= EXISTING CONCRETE SLAB OR 95% COMPACTED FILL er foot vo) oe ’ ” ’ ” Ox drains at 48” p 10’—0 10’—0 x“ AT EXISTING CORRIDOR (typical) | 0.C 2 N S | i “P| < ® cz DETAIL AT EXISTING CORRIDOR CONC. SLAB NY ” On AND NEW CONCRETE SLAB FOR JROTC DRILL TRAINING | ad 4 DN. Y A & 1 NTS . 10’x10’ crack 8-107 ® fo) _ rT band S THICK control joints> o .! LL LL oO 10’x10 CONCRETE shall be o g —_— crack SLAB- ~__ Existing electric absolutely 5 8 a control TROWEL conduit (field verify) straight and <9 af re) am joints FINISH | square ) oO @ Z ® Existing retaining Te ! Vv”) O wall aia S ro) = c | LThere shall be 2 OQ. =— Oo. EARTH CHANGE NOTES no 3” dio. PVC 3 rs drains in 10’—0” o Soe . . . . . . ; ”n 1. Site disturbance shall be limited to the nearest proximity to sroded section ol al the area(s) to be disturbed by construction activity. 5 wy . . . Existing 5 | = DRAWN BY: 2. No excessive cut and fill is expected or required during excavation. Conc. ~7Qo similar a . . . . . > 5. All top soil from the disturbed site area shall be striped, stockpiled, | | ] > A CHECKED BY: protected and covered for later use. Proposed concrete 5 ; ; ; Swale (if required) ~5” 4 Low maintenance ground covering such as wadilla, or ground Be ec | | 2a! ack" APPROVED EV. orchid shall be planted on cut and fill as required. S ~ 4574 Vv i ; ; (3 9.9 » 2 “SS 5 silt fence or earth berms shall be erected or installed to help LAT) 16 Al OS prevent erosions or runoff during construction. | similar CONTRACT NO.: . . . . 4 New Sod to be 6. Contrator shall set footings on solid undisturbed soil or 95% EXISTING JROTC BUILDING. Al jt fence see detcilf5 on this sheet installed within this PROJECT NO: compactecd soil. ! oF area NN = 7. Contractor shall take special precautions during excavation as to A DATE: EXISTING JROTC BUILDING. avoiding any damage to unseen electric, sewer, water lines etc. Existing Swale g Contractor shall dispose all construction or excavation debris as per VI * Building Code Existing 8” Block/Concrete curb wall approximately 73’ in length and +_9” in thickness 9 Contractor shall water grass seeds or Bermuda grass sods as per producer's specfications Proposed JROTC Drill Training Site Layout SCALE: 1/8°=1'-0” NOTE: Contractor shall field verify all dimensions elevation, quantity and conditions prior to final submission sHeet No: AX SHEET NO. OF SHEETS