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Traffic Impact Analysis of New Baltimore Costco - Fauquier County

Traffic Impact Analysis of New Baltimore Costco - Fauquier County

N No Scale Signalized

N No Scale Signalized Intersection LOS=C(C)[C] 15 29 [C](C)C Signalized Intersection LOS = C(D)[D] 15 29 Signalized Intersection LOS=F(F)[F] 600 Unsignalized Intersection *[B](C)B Kelly Drive "Suggested Improvement" EB-1 Thru, WB-1 Thru NB-2 Left, SB-1 Left 600 [D](D)D "Suggested Improvement Signalization" WB-2 Left NB - 4th leg added Cross Creek Site Driveway *[C](D)B [D](D)C SITE Signalized Intersection LOS=B(C)[C] 600 15 29 Driving Range Unsignalized Intersection Cross Creek Site Driveway [C](B)B *[F](F)F SITE Cross Creek Site Driveway Commerce Court *[A](A)A "New Intersection " [B](C)B600 Unsignalized Intersection Figure 10 2012 Build-out Lane Geometry and Levels of Service Commerce Court *[F](F)F *[F](F)F 676 *[F](F)F Unsignalized Intersection Signalized Intersection LOS = B(C)[B] 600 Unsignalized Intersection [B](B)B 676 15 29 "Suggested Improvement" Signalization WB-1 Right NB-1 Left SB-1 Left [B](C)B Signalized Intersection LOS=C(C)[C] 15 29 ` Commerce Court "Suggested Improvement" Signalization 215 Signalized Intersection LOS=C(C)[C] 15 29 Unsignalized Intersection *[B](B)B Signalized Intersection LOS = A(A)[A] 600 [B](A)A "Suggested Improvement" Signalization Denotes stop sign control Denotes traffic signal control * Denotes Unsignalized Critical Movement AM Peak Hour (PM Peak Hour) [Sat Peak Hour] [D](D)D 676 "Suggested Improvement" Signalization NB-1 Left EB-1Left 215 A Traffic Impact Analysis of New Baltimore Costco PHR+A Project # 15116-1-0 April 17, 2007 Page 22 [A](B)A [D](D)D

Intersection Traffic Control Lane Group/ Approach AM Peak Hour PM Peak Hour Back of LOS Queue EB/L E 158 E 83 D 110 EB/T # 1 EB/T # 2 F 4025 C 1645 F 3350 EB/R B 155 B 230 B 105 EB LOS WB/L D 28 F 380 D 95 WB/T # 1 WB/T # 2 WB/R WB LOS B 25 A 25 B 43 NB/LT F 518 F 173 F 510 NB/R C 110 C 28 C 50 NB LOS SB/LT D 63 D 125 D 140 SB/R C 58 D 383 C 115 SB LOS EB/LT EB/T # 1 F 180 E 73 E 110 EB/T # 2 EB/T # 3 C 1568 C 953 C 1303 EB/R A 83 A 228 A 78 EB LOS WB/L # 1 WB/L # 2 WB/T # 1 D 28 C 150 95 WB/T # 2 WB/T # 3 WB/R WB LOS A 25 A 25 A 30 NB/L # 1 NB/L # 2 D 188 D 248 D 178 NB/T E 98 D 40 D 48 NB/R D 145 C 53 D 105 NB LOS SB/L D 38 D 25 D 65 SB/T D 30 E 100 D 70 SB/R D 70 D 258 D 143 SB LOS EB/L B 25 D 25 C 25 EB/T # 1 EB/T # 2 - - - - - - EB/R - - - - - - Cross Creek Sitedriveway & Route 29 Unsignalized WB/L WB/T # 1 WB/T # 2 WB/R F - - 510 - - F - - 752 - - F - - 1588 - - NB/L # 1 NB/L # 2 F - F - NB/T - - - - - - SB/LR F - F - F - EB/LT D 25 E 25 E 25 EB/T # 1 EB/T # 2 D 1318 C 1268 E 2058 EB/R A 105 A 393 C 925 EB LOS WB/L # 1 WB/L # 2 WB/T # 1 WB/T # 2 WB/R WB LOS A 25 A 25 A 25 NB/L # 1 NB/L # 2 NB/R C 93 A 25 A 25 NB LOS SB/LR C 25 D 25 D 28 SB LOS LOS Table 5 New Baltimore Costco Levels of Service and Back of Queue (95%) Results 2012 Build-out Conditions Saturday Peak Hour Back of Back of LOS Queue Queue F C F Route 29 & Route 600 Signalized C D 1220 F F 4000 F F 3150 E F F C D D Overall LOS F F F C C C E B 628 D 1643 C 1220 Route 29 & Route 600 Signalized (Improvement) B D C D D D D D D Overall LOS C C C F - C C D D 193 E 405 F 783 Cross Creek Sitedriveway & Route 29 Signalized (Improvement) B C 813 D D 2575 C D 1523 C 133 F 545 F 710 C D D C D D Overall LOS C D D A Traffic Impact Analysis of New Baltimore Costco PHR+A Project # 15116-1-0 April 17, 2007 Page 23

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