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I<br />

plus polnt~ inWmadiite point on a<br />

travar’xa area bcalad & 8 plus didarca from<br />

the begirming cd the coume.<br />

phIS sight-sea backslght.<br />

plus atatiort-An infermadiite point on a<br />

traverse, not et en even tape length distance<br />

horn the initial point. See elm pfrm dlatance;<br />

taping station.<br />

MIL-HDBK-850<br />

Point Podtlonlng Deta Baas (PPDS><br />

sets of geodefbalfy cordmllad photographs and<br />

acxmrnpanying dsta Ihsi emble trained<br />

pa=nnel using appmpriah hardware end<br />

software 10 derfve precise coordinates for any<br />

feature identifiable within the PPDB.<br />

point ●nomdy—lhe value of the grevity<br />

anomety at a epactfii Iocat”kxr es obaarvad or<br />

predbfad.<br />

point bas.-A manuscript titch conieins<br />

redml centers, picture p@nfs, peas points.<br />

mnfrel mints. and lie mints fmm the<br />

photog~phe used in the mdiel vienguletion<br />

tiettiod. ”--”’ ‘“” ‘ “’ “ “ ‘<br />

point taature-An objet! whose Iocalien can<br />

be described by a tingle eel of coordhstee.<br />

point mrsrk@r-A device used for idenlifykrg<br />

@rfs on deitiv= by either meting e snwll<br />

hole in the emufeiin or meting a small ring<br />

emund the dafeil point itself Also celled snap<br />

marker. See also point-transfer dovlca.<br />

point of catilnty-in a simple two-point<br />

infereecfion problem, thet poinI where the two<br />

intersecting ray6 cross end Ihe polnf is<br />

mnfi~ by the intersection of e thitd or check<br />

raY Pfsemg through the earns point.<br />

pohtt of compound curvature (PCC)-<br />

The point on a line survey where e circ.uler curve<br />

of one radius is tangent to a circular curve of e<br />

different radius, both curvee lying on the seine<br />

aide of their ccmwnon tangent.<br />

polrrt of contact—Any level trurfece abng e<br />

tannin pmfib recorder (TPR) flight line fhrrf can<br />

tra flown over both before and after the<br />

chenglng or adjustment of a TPR positional<br />

camera magazine, a chart roll, or a recading<br />

pen.<br />

194<br />

point of curveturo (PC)-Thtr point in a line<br />

survey where e tengerd ends and e circuler<br />

cuwe bagkra. See ●lso Point of tangancy.<br />

point of cuep-Tha poinl of tengencf of two<br />

curves, the direction d tha tienabn d said<br />

Curvaa being of Lqpoailo aim Such se the<br />

vertaxd aYofareilrucd frecJr orepoint on the<br />

*of n corwex—a2mav elana. hbyatsoba<br />

applied to the pint d fsmgency d a straight line<br />

and a curve where the duectbn of axtenaicm of<br />

the iii and curve are d oppeaite dgn.<br />

point of InflectIon-The point at whch e<br />

reversal d dkection d curvature telree @ace.<br />

pohrt of Irsteraactlon (Pl~The point where<br />

thetwotangents dacimuiercuwe maat. Abo<br />

celfed VOrtOX Of cUW*.<br />

point of orlgln-See Inltlal point.<br />

point of revoree curveturo (PRC+The<br />

point of tangency common to two curves, the<br />

curves lying on the cpposile side of the<br />

common Irmgcmt.<br />

polrrt of aymm@r’y-The point in the focal<br />

plsne of e cemere aboul whiih all lens<br />

distortions are symmetrical. If the lens were<br />

perfectly mounted, lhe poin! of symmetry weuld<br />

coincide wilh the prkipal point.<br />

point of tang.ncy (PT)-The point in a fine<br />

euway w%we e circular cuwe ends and a<br />

tangent begins. The point of terr~ncy and point<br />

of curve ara both points of tangeney, their<br />

dtierenf daaignelione being determined try the<br />

direction of pmgmss along the fine; the point of<br />

curvature & reeched first.<br />

point of vorflcal curve (PVC)--The point of<br />

chenge hom a line of uniferrn dops to a vertical<br />

cuwe.<br />

point of var’ficd Intaroactlon (PVl)-The<br />

point c4 intereactlon d two lines, each having<br />

different uniform slopes.<br />

point of vertical tangent (PVT)-The point<br />

of chenga from a vertical curve to a line of<br />

uniform elope.<br />

pohtt podtlon deta (PPD)-The collective<br />

resuh of an anelytbl triangulation effort thet<br />

provides evaluated geodetic poaifbns c4

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