IFB038PNRC18C plans
LOCATION MAP ats) , te. VICINITY MAP. . . WTSy {HID FENCE SH FENCE Taw { CONCRETE SLAB 2 per ea ae £4 GRASS AREA Sear EARTH CHANGE NOTES. ROAD G) Hy ae we Z > 0 er 1. PLOT SHALL BE CLEARED FROM ALL BRUSH AND TOP = #8 ‘ . i SARL Sh : ISO SCRAPED AND STORED AWAY FROM BULDING SITE. 1 3 ees P so 16.768 Al / 2 Bhat Slt F roe as 2. BERMUDA FRASS SHALL BE PLANTED ON ALL CLEARED Se , Ses , AREAS AT THE RATE OF 1 1b PER 1.000 SQ FT. | mm , rie , aw n> ‘ UPON COMPETION OF CONSTRUCTION ey Bat i_@ Ngee wiebica 3. AMMONIUM SULPHATE SHALL 6E USED AS A FERTILIZER 1 a ar es To AID GRASS AND SEEDUNG AND SHALL BE DISTRIBUTED i bE 18/511 @ SANG ek + o ts nc JAT THE RATE OF 10 1bS PER 1,000 SQ FT. r aes 4. FRUIT A SHADE TREESS ARE ENCOURAGED BY OWNER. = 5. ALL MEASUREMENTS AND ELEVATIONS ARE TO BE / Ena? 3] @ Aa e Ja DETERMINED ON JOB SITE. . =| 4 sale i eg 6JALL TREES 8" DIA TO REMAIN OR REPLANTED. & ® GRASS AREA Par 7] BUSH BEEM TO BE ESTABUSHED ALONG EDGE OF 3 . STRUCTION AREA TO PREVENT THE EROSTON OF SOIL = HANDICAP SAB ; ] IN THE EVENT OF RAIN ONLY ON SLOPE TERRAIN , * iS ! …
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LOCATION MAP ats) , te. VICINITY MAP. . . WTSy {HID FENCE SH FENCE Taw { CONCRETE SLAB 2 per ea ae £4 GRASS AREA Sear EARTH CHANGE NOTES. ROAD G) Hy ae we Z > 0 er 1. PLOT SHALL BE CLEARED FROM ALL BRUSH AND TOP = #8 ‘ . i SARL Sh : ISO SCRAPED AND STORED AWAY FROM BULDING SITE. 1 3 ees P so 16.768 Al / 2 Bhat Slt F roe as 2. BERMUDA FRASS SHALL BE PLANTED ON ALL CLEARED Se , Ses , AREAS AT THE RATE OF 1 1b PER 1.000 SQ FT. | mm , rie , aw n> ‘ UPON COMPETION OF CONSTRUCTION ey Bat i_@ Ngee wiebica 3. AMMONIUM SULPHATE SHALL 6E USED AS A FERTILIZER 1 a ar es To AID GRASS AND SEEDUNG AND SHALL BE DISTRIBUTED i bE 18/511 @ SANG ek + o ts nc JAT THE RATE OF 10 1bS PER 1,000 SQ FT. r aes 4. FRUIT A SHADE TREESS ARE ENCOURAGED BY OWNER. = 5. ALL MEASUREMENTS AND ELEVATIONS ARE TO BE / Ena? 3] @ Aa e Ja DETERMINED ON JOB SITE. . =| 4 sale i eg 6JALL TREES 8" DIA TO REMAIN OR REPLANTED. & ® GRASS AREA Par 7] BUSH BEEM TO BE ESTABUSHED ALONG EDGE OF 3 . STRUCTION AREA TO PREVENT THE EROSTON OF SOIL = HANDICAP SAB ; ] IN THE EVENT OF RAIN ONLY ON SLOPE TERRAIN , * iS ! \ @ & = * i % %s ae ae” r4 = ae ee ’ yea , ’ 1 Aus a '—€) Pa a , = L cabs +.¥ ’ +8 Ke ae ; $ ‘ , * ’ i E Oe ee a ava 7 . * ® (D) oo ee +o ey in! O 8 i ; : ale ee | D O'S : ——1) - wets as A i 2 O) = Sb > s ie soe ale 3 Ie es wale oe 8 Rae ae > 2 : ie “2 . . Hi 2 F ‘ ee «wi 8 ae a 2 a ! ss ‘ : oan ne, moe +—B) a et a vies at : | CHORE YY ue et ey wot mf cee FENCE Ace Me or F ale es > i tl ft Pte ti te ap —— Sees , | : : f | | | | | | | | | | 1 1 | AREA [PARKING | ING AREA ab LJ PAREN PARING AREA ' ! are NOTES ] j —p> —p 4. ZONE 25 ee ee ee 2. LOT DENSITY 22 eee , 72 eee =e ce 2 é SO. (6) ENTRY 3. OCCUPANCY =e — Ze = = 30.0° 4.MAIN BUILDING SO7° 45° = ee LO j ve 583.70 S.CANOPY 50. FT ———————————— ~ S13°15'-E 6. S/F OF LAND 7.EXTG, CISTERN TANK’ 8.48 LFT INFILTRATOR SYSTEM ROAD 9.ROOF SQ FT. 10. SOIL COMP. STRENGHT 2500 PSI 11.CONC. STRENGHT 3000 PS! MIN. PLOT PLAN ~ SCALE—1"=20'—0" ORLANDO RAMIREZ 24 PETERS REST C’STED ST.CROIX; TEL.(340)—773-6809 === See REVISION ORAWN BY P.R.JR 17 =20'-07 PLOT PLAN 50'-0" — 10’—0" 5® te am Wy (FY 40'-0" a -3 ar pom es OLE) ax (2 , a) CONCRETE SLAB 7 RR” i 3g'—0" 49'—0" ve SCALE: 1/4=1 0" 3-44 CONT. —#3 @ 16” 0.C B.W soe 4 zy IF partes ass a == 6 MIL. VIS Queen®| iT ~ » |) 795% COMPACTED FILL 12” so'—0" = 18 CONCRETE SLAB “A” SCALE: 1/4°=1'—0" SE. 1 recon (2 SCALE: (NTS) NY 30'—0” .C —F ir 43 NEG 12” r-#3 NEG 42” 0.C 56'-0” 6" CONC celal | | cw 3 4a ab FIN. GRADE = FIN. GRADE ayy Wt LE tl WS—G_ RAMSET WY REDHEAD TRUBOLT REDHEAD TRUSOLT i #39012” 0.C.B.W It ¥3$@12" 0.C.B.W a Hl 4#3 CONT'D 443 CONT'D (2 aa oy am SECTION A-A SLA ‘SCALE: (NTS) ey, 56'—0” WE 27'-0" 27'-0" = #3 NEG 12” C=) #3 NEG 12” 0.C 6" CONC. stab rr ws a as ee FIN. GRADE ne LS ti HI SY REDHEAD TRUBOLT WS-G_RAMSE REDREAD TRUBOLT ELE é el: STS ¥3012" 0.C.B.W #30012” 0.C.B.W ill Fl im i #3 CONTD 443 CONTD a == SECT ic 2m B-e zi Al De ORLANDO RAMIREZ Ke, 24 PETERS REST C'STED ST.CROIX: TEL (340)-773-6809 =o" REVISION DRAWN BY CONCRETE SLAB Uc. ¢_asseaz a P.R.UR SCALE: oO 1/4"=1'-0" CONCRETE SLAB SECTION PLAN FILE NO. ‘SHEET NO. OSy. SEAL | | Ae T26=6* 39°-0” =O 40'-0" 39"—0 vt (FY as (2 am (2% we ea) oy, #3 NEG 12” 0.0 ——4 Sy r-#3 NEG 12” 0.C Ss) CONCRETE _ SLAB SCALE: 1/4 =r" 40’-0" 6” CONC. call oes eas == eee EEE I LE 19" 19'—0" 19'-0" i= V2 Te il WV LTE Il: == ear Si ¥3@12" 0.C.B.W #39@12" 0.C.B.W Wate #3 NEG 12” 0.C ——1 #3 CONT'D 443 CONT'D: ne aa 6” CONC. SAB SE Gay (cor Gece! / 12-1 / EAR LY (2 STALE oe ee ay) UE: iT \V 3-#4 CONT. #3 @ 16" 0.C B.W ===! = ¥39@12” 0.C.B.W #3 CONT'D ee pore Fx. \ A y= ==] Te ea eat Al 6 ii. VIS Queen ® CONCRE E SLAB Sy, SET icon (FN === lll SCALE: 1/e aro" SCALE: (NTS) NI 495% COMPACTED FILL lz 3 12 18" | SECTION (2 SCALE: (NTS) ay) 295° Ui a ov, 40'—0" 40'—0” GW VARIES Pe b'-0' a (2 40'—0" Ga 40'-0” \At/ VARIES (FE WY ey, CONCRETE SLAB Sy) € SCALE: 1/4"=1'-0" Sy, 24 PETERS REST C’STED ST.CROIX; TEL.(340) ORLANDO RAMIREZ 773-6809 Ustey=0" REVISION DRAWN BY P.R.JR CONCRETE SLAB FILE NO. ‘SHEET NO. SV SEAL