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Ju6-06-01 03c48P Ca7t�'- ns District 10 209, 'x,48 7194 P.03 Mr. Jim Van Buren .lune 6.2001 )'age 2 generation.page 14), 13 vehicles using the Brandt Road/SR 88 interseclion is a signitieatttfy tow number(Figure 6,intersection #2). • Included in the Level of Service(LOS)workshecis, beginning on 6-i. existing P,ti4 17cak hour conditions, it PIIF factor of 1.00 taas used in the analysis of all intersections. Cahrans rcyucsts jutititicatiutt tar Utiitts: this 1actor in all relative analyses, as this may alter the actual intersection dclav times. • Figure T, E.xisling intersection 'Traffic Volumes. and Figure 4. Existing Plus Approved Projects Intersection Traffic Volumes. Neither at'these figures shows any change in the number of vehicles cniering:leaving intersections f & 2 (luring the A,"Pi"! pcak hours: These number~ shall he adjusted to accurately rcfleu the trallic -encratud at these intersections. • Page x, Existing Plus Approved Projects Conditions. Caltrans requests that Sri-0I-16 (sell-storage lacility approximatei_v 15W tiet north of Brandt ]toad). and the adjacent Re/(ane (%R-01-4) .is included with the evaluation of' future impacts to the Sit U/12 roadway segments and allbuted intersections. Althou lh not yet approved- these projects %will be approved befiore construction begins lair the proposed project, and will contribute iii the ctmlulati%e impacts at the previously discussed State I lighw y facilities. As a resuh tlt• the above infilrnzation, Caltrans ha determined that a re-evaluation an(For correction elf the trallic data for this proposal is rLquired, %with an emphasized locus (m intersection #2. In addition. Caltrans rc(lucsts it traffic study to analyxV clic intersection of State Routes 12 and NX. Potential queuing of vehicles traveling On eastbound SIt 12 at SR XX may exlnrience fiat~ delays as it result oi' southbound rill peak hour traffic leaving the proposed Ptcijc(;t along;southbound SR Additional (;Otttment5 • Figure 11. Veal- 20211 Recommended Lane Geometries and Control. No impa-m•entents are shown for either intersection l or 2 regarding the SR 88 northbound approaches to Jack Tone and 13randt Roads. As a result ol'the increase-A right turn yOlutneti rcaultinL! from the Proposed protect, Caltrans req( w-%Lk additional northbound rid- t turn lanes at the alin-ententioned intersections as part of the proposed Pr('!ject'a mitigation. • Coordination n"A% to occur betWcCll the Ctiunt.v and Caltrans tier the installatian at' the traffic signal at intcncctiun I ist >, , l al above, prior[(t proJcct construction, • A Caltrans Encroachiricnt Pc-rmit will be rtxluirccl fir any work perfbi-med within the right of way. Additional biological. arehac(s!ugicall, or other environmential studies may he required N•Is 1-1,-1%111'lc 11 .-1 fr'M:1 int l]A I.%m 13171%