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Home My WebLink About20032377.tiff COUNTER MEASURES 9-20-2001 *** Weekly Sueeary For Week Of September 16, 2001 *** 10:48 Pg 1 N0901007.PRN Sta: 091861000000 Id: 091861000000 CottId: 01 ity/Torn: County: WELD °cation: CI-26 11/0 CR-13 Format: Lane ane/s: 1-1 nl-East 16 17 18 19 20 21 22 Daily Wkday Wkend Time Sun Mon Tue Wed Thu Fri Sat Avg. Avg. Avg. 1:00 - - - 0 0 - - 0 0 0 2:00 - - - 0 0 - - 0 0 0 3:00 - - - 0 0 - - 0 0 0 4:00 - - 0 0 - - 0 0 0 5:00 - - - 0 2 - - 1 1 0 6:00 - - - 6 3 - - 5 5 0 7:00 - - - 10 7 - - 9 9 0 8:00 - - - 9 11 - - 10 10 0 9:00 - - - 5 - - - 5 5 0 0:00 - - - 12 - - - 12 12 0 1:00 - - - 14 - - - 14 14 0 2:00 - - - 17 - - - 17 17 0 3:00 - - 7 9 - - - 8 8 0 4:00 - - 9 9 - - - 9 9 0 5:00 - - 13 5 - - 9 9 0 6:00 - 4 17 - - - 11 11 0 - - 15 13 - - - 14 14 0 8 8 0 9:00 - - 11 5 - - - 8 8 0 0:00 - - 7 4 - - - 6 6 0 1:00 - - 0 1 - - - 1 1 0 2:00 - - 0 0 - - - 0 0 0 3:00 - - 1 1 - - - 1 1 0 4:00 - - 0 0 - - - 0 0 0 otals - - 76 144 23 - - 146 146 0 Avg Wkday - - 52.2 99.0 15.8 - - Avg Day - - 52.2 99.0 15.8 - - N Peak lr None None None 12:00 08:00 None None N Count - - - 17 11 - - N Peak Rr None None 17:00 16:00 lone lone lone N Count - - 15 17 - - - r 2003-2377 p COUNTER MEASURES 9.20-2001 tat Weekly Summary For Week Of September 16, 2001 *tt 10:49 Pg 1 mile: M0901008.PRN Sta: 091862000000 Id: 091862000000 Could: 01 :ity/town: County: WELD vocation: CR-13 8/0 CR-26 Format: Lane sane's: 1-1 and-North 16 17 18 19 20 21 22 Daily Wkday Wkend Time Sun Non tue Wed Thu Fri Sat Avg. Avg. Avg. 11:00 - - - 8 - - 4 4 12:00 - - - 2 - - 1 1 13:00 - - - 5 - - 3 3 14:00 - - - 6 - - 3 3 15:00 - - - 7 - - 4 4 16:00 - - - 60 - - 30 30 17:00 - - - 210 - - 108 108 18:00 - - - 261 - - 132 132 19:00 - - - 197 - - - 197 197 10:00 - - - 162 - - - 162 162 11:00 - - - 161 - - - 161 161 12:00 - - - 150 - - - 150 150 13:00 - - 134 180 - - - 157 157 14:00 - - 128 130 - - - 129 129 15:00 - - 184 184 - - - 184 184 '"-1 - - 189 222 - - - 206 206 t....,0 - - 260 249 - - - 255 255 18:00 - 209 121 - - - 165 165 19:00 - - 175 1 - - - 88 88 10:00 - - 84 0 - - - 42 42 11:00 - - 43 0 - - - 22 22 12:00 - - 41 0 - - - 21 21 13:00 - - 31 0 - - - 16 16 14:00 - - 15 0 - - - 8 8 totals - - 1493 2316 8 - - 2244 2244 0 I Avg Wkday - - 66.5 103.2 0.4 - - t Avg Day - - 66.5 103.2 0.4 - - Id Peak Rr lone None None 08:00 07:00 lone lone 1M Count - - - 261 6 - - ?M Peak Rr Ione None 17:00 17:00 lone lone None ?M Count - - 260 249 - - - i 5 i i 16$? i 1 i ,( V 1 1 J ^ - iW+ • I ,r^. !1 i I -4 1 if QTLA ' 4 i , 1 L ZZ - Counter Measures ite Code : 00000024 PAGE: 1 -S Street: CR-13 FILE: cr13sh66 -V Street: SR-66 .--- Movements by: Vehicles DATE: 3/20/01 lee Prom North From East From South From West Vehicle egin RT TARO LT RT THRO LT RT TARO LT RT TARO LT Total 6:30 20 21 5 0 136 13 3 2 6 10 46 4 266 6:45 13 18 3 0 95 9 2 2 2 4 42 3 193 R TOTAL 33 39 8 0 231 22 5 4 8 14 88 7 459 7:00 AM 26 11 1 0 80 15 2 4 8 9 36 4 196 7:15 20 12 1 2 101 7 4 3 6 5 42 2 205 7:30 20 14 1 3 93 12 3 3 9 7 33 1 199 7:45 14 12 4 1 66 8 8 3 6 5 40 8 175 R TOTAL 80 49 7 6 340 42 17 13 29 26 151 15 775 8:00 AN 13 8 0 1 65 6 2 4 8 8 36 5 156 8:15 10 7 3 1 46 4 2 4 9 5 42 2 135 Break 4:00 PM 7 3 0 6 63 5 6 15 11 8 63 12 199 4:15 5 7 1 1 50 5 9 15 11 14 62 14 194 4:30 2 7 0 0 39 2 10 16 5 11 91 13 196 4:45 4 4 2 1 49 2 21 19 8 12 87 20 229 R TOTAL 18 21 3 8 201 14 46 65 35 45 303 59 818 °s' PM 3 3 3 1 81 2 14 26 11 9 93 11 263 5..., 6 6 1 4 67 2 5 19 13 15 126 25 289 5:30 5 7 0 2 54 4 12 10 10 11 98 18 231 5:45 11 0 2 3 45 1 3 15 10 12 83 18 203 R TOTAL 25 16 6 10 247 9 34 10 50 47 400 72 986 AY TOTAL 179 140 27 26 1130 97 106 160 139 145 1020 160 3329 Counter Measures ite Code : 00000024 PAGE: 1 -S Street: CR-13 FILE: cr13sh66 -V Street: S8-66 Movements by: Vehicles DATE: 3/20/01 PEAK PERIOD ANALYSIS FOR THE PERIOD: 6:30 AM - 8:30 AM DIRECTION START PEAK HR VOLUMES .... PERCENTS ... FROM PEAK HOUR FACTOR Right Thru Left Total Right Thru Left North 6:30 AN 0.82 79 62 10 151 52 41 7 East 6:30 AM 0.77 2 412 44 458 0 90 10 South 7:30 AM 0.90 15 14 32 61 25 23 52 Vest 6:30 AM 0.86 28 166 13 207 14 80 6 Entire Intersection North 6:30 AM 0.82 79 62 10 151 52 41 7 East 0.77 2 412 44 458 0 90 10 South 0.79 11 11 22 44 25 25 50 West 0.86 28 166 13 207 14 80 6 CR-13 N W--f—E S 79 62 10 151 2 paNtsrg- , "513 g I— r istill::::.i..:.E.:..i.".i..:.:.i.:.:.::::::::.::::.:;:f.2.:::.titi:itm 5:::ff:t...:K =:=iS SH-66 458 412 L 13 i 44 166 207 SH-66 33333:::= ga 28 i :::::::18733333:# 44 3i34.:a: 22 11 11 gifsig _::.;:CR-13 :a: ... ...................... Counter Measures ite Code : 00000024 PAGE: 1 -S Street: CR-13 FILE: cr13sh66 -V Street: SH-66 ,...—. : Movements by: Vehicles DATE: 3/20/01 PEAK PERIOD ANALYSIS FOR THE PERIOD: 4:00 PM - 6:00 PM DIRECTION START PEAK HR VOLUMES .... PERCENTS ... FROM PEAK HOUR FACTOR Right Thru Left Total Right Thru Left North 5:00 PM 0.90 25 16 6 47 53 34 13 East 4:45 PM 0.80 8 251 10 269 3 93 4 South 4:45 PM 0.76 52 74 48 174 30 43 28 Nest 4:45 PM 0.79 47 404 74 525 9 77 14 Entire Intersection North 4:45 PM 0.85 18 20 6 44 41 45 14 East 0.80 8 251 10 269 3 93 4 South 0.76 52 14 48 174 30 43 28 Vest 0.79 47 404 74 525 9 77 14 CR-13..1.7 N W�E ..:.• • .........:..... ..i;l::::::::.:: = .] S I18 20 6 .'•:•.': ';S:Ss'::;:;d•Sf:::f:`•:; 44 8 ?z7;` L._t:31 Miii:::::::E?::::::: :::ERK:E:KEREHRii:i: r ....:.::::::::::::: 2=: SH-66 269 251 .•.•••.-• 74 L 10 404 525 5H-66 ::::: ::;: S462i3:t: J 47 174 ::;: :ss:; 77 48 74 52 ,---. Counter Measures ite Code : 00000002 PAGE: 1 -S Street: CR-13 FILE: cr13cr26 -V Street: CR-26 Movements by: Vehicles OATS: 3/20/01 ire From North From East From South From West Vehicle egin IT TURD LT RT THRH LT RT TERN LT RT THU LT Total 6:30 0 36 0 0 0 1 S 17 0 0 0 0 59 6:45 1 38 0 2 1 1 7 9 0 0 1 0 60 I TOTAL 1 74 0 2 1 2 12 26 0 0 1 0 119 7:00 AM 0 32 2 3 0 1 7 10 0 1 0 0 56 7:15 0 22 2 1 1 1 0 3S 0 0 1 1 44 7:30 0 29 2 0 0 1 0 14 0 0 0 0 46 7:45 1 26 1 1 0 1 1 14 1 0 1 0 47 iR TOTAL 1 109 1 5 1 4 8 53 1 1 2 1 193 8:00 AM 1 20 1 2 0 1 0 16 0 0 0 0 41 8:15 2 18 2 0 1 0 2 13 0 0 1 0 39 Break 4:00 PM 2 17 0 1 0 2 1 26 0 0 0 1 50 4:15 0 15 1 0 1 0 0 35 0 0 0 2 54 4:30 0 25 1 1 0 0 2 30 0 0 0 0 59 4:45 0 20 1 1 0 0 1 S1 0 1 0 2 77 II TOTAL 2 77 3 3 1 2 4 142 0 1 0 5 240 r^"4 PM 0 16 0 0 0 1 0 54 0 0 0 2 73 0 15 0 1 0 0 0 36 1 0 0 1 54 5:30 1 25 0 0 0 0 0 35 0 1 0 2 64 5:45 0 23 0 1 0 1 0 26 0 1 0 0 52 IR TOTAL 1 79 0 2 0 2 0 151 1 2 0 S 243 )AV TOTAL 8 377 13 14 4 11 26 401 2 4 4 11 875 r Counter Measures .ite Code : 00000002 PAGE: 1 S Street: CR-13 FILE: cr13cr26 Al Street: CR-26 Movelents by: Vehicles DALE: 3/20/01 PEAK PERIOD ANALYSIS FOR THE PERIOD: 6:30 AN - 8:30 AM DIRECTION START PEAK HR VOLUMES .... PERCENTS ... FROM PEAK HOUR FACTOR Right Thru Left Total Right Thru Left North 6:30 AM 0.85 1 128 4 133 1 96 3 East 6:30 AM 0.75 6 2 4 12 50 17 33 South 6:30 AM 0.80 19 51 0 10 27 73 0 Vest 6:30 AM 0.50 1 2 1 4 25 SO 25 Entire Intersection North 6:30 AM 0.85 1 128 4 133 1 96 3 East 0.75 6 2 4 12 50 17 33 South 0.80 19 51 0 70 27 73 0 Vest 0.50 1 2 1 4 25 50 25 CR-13 N W—j—E EiRWRERE S 1 128 4 minamonsms L 133 6 WgggSaggffgKlg r • 8333i:K ;3:=f CR-26 12 2 L 4 2 4 CR-26 :'•'• J 1 TO —I .iEHEEREEREEmii-:iiiiimE 0 51 19 eft 133 nit CR-13 sc:cz Counter Measures ite Code : 00000002 PAGE: 1 -S Street: CR-13 FILE: cr13cr26 -V Street: CR-26 Movements by: Vehicles DATE: 3/20/01 PEAK PERIOD ANALYSIS FOR THE PERIOD: 4:00 PM - 6:00 PM DIRECTION START PEAK HR VOLUMES .... PERCENTS ... FROM PEAK HOUR FACTOR Right Thru Left Total Right Thru Left North 4:00 PN 0.79 2 77 3 82 2 94 4 East 4:00 PM 0.50 3 1 2 6 50 17 33 South 4:45 PM 0.82 1 176 1 178 1 99 1 Vest 4:45 PM 0.75 2 0 7 9 22 0 78 Entire Intersection North 4:45 PM 0.75 1 76 1 78 1 97 1 East 0.75 2 0 1 3 67 0 33 South 0.82 1 176 1 178 1 99 1 Vest 0.75 2 0 7 9 22 0 78 CR-131.2:ffff45f0§ WH—E N S 1135 1 76 1 L 78 2 r CR-26 3 0 L 1 gg 0 9 CR-26 2 178 :fti5:79'-:;: 1 176 1 Counter Measures ite Code : PAGE: 1 IS STREET: C8-13 FILE: cr13cr24 III STREET: CR-24 DATE: 2/24/00 �„ Wove'ents by: Pri'arq lie Iron North Fro' East Fron South Fro' West Vehicle egin RT TURD LT RT TURD LT RT TIMID LT RT TARO LT Total 6:30 11 14 6 4 20 0 0 8 18 11 24 4 120 6:45 18 18 1 3 24 5 0 9 21 21 24 4 148 R TOTAL 29 32 7 7 44 5 0 17 39 32 48 8 268 7:00 AM 7 10 4 0 19 2 0 4 17 18 19 5 105 7:15 6 15 4 3 21 1 0 12 26 16 27 1 132 7:30 14 15 3 2 35 2 0 9 21 26 13 4 144 7:45 11 17 1 2 28 1 0 11 28 16 18 6 139 fR TOTAL 38 57 12 7 103 6 0 36 92 76 77 16 520 8:00 AM 9 11 2 2 27 0 0 10 19 16 15 4 115 8:15 6 13 6 2 13 2 0 16 19 20 17 3 117 Break 4:00 PW 7 13 3 0 14 0 0 25 20 19 33 7 141 4:15 5 18 4 3 14 0 1 19 11 17 43 12 147 4:30 4 22 6 5 8 1 3 14 18 16 33 15 145 4:45 4 16 1 2 13 0 0 16 21 20 27 15 135 IR TOTAL 20 69 14 10 49 1 4 74 70 72 136 49 568 '0 PM 6 12 2 5 14 0 1 11 26 24 38 14 153 4.15 5 19 0 2 14 0 1 13 13 19 48 15 149 5:30 6 14 3 3 20 1 0 11 17 29 41 6 151 5:45 5 9 2 9 14 0 0 13 24 35 28 4 143 IR TOTAL 22 54 7 19 62 1 2 48 80 107 155 39 596 )AY TOTAL 124 236 48 47 298 15 6 201 319 323 448 119 2184 Counter Measures PAGE: 1 ite Code : IS STREET: CR-13 FILE: cr13cr24 IN STREET: CR-24 ...„ • Moveients by: Privary DATE: 2/24/00 PEAK PERIOD ANALYSIS FOR THE PERIOD: 4:30 AM - 8:30 AM DIRECTION START PEAK HR VOLUMES PERCENTS ... FROM PEAK HOUR FACTOR Right Thru Left Total Right Thru Left North 6:45 AN 0.78 45 58 12 115 39 50 10 East 7:15 AM 0.79 9 111 4 124 7 90 3 South 7:15 AM 0.81 0 42 94 136 0 31 69 West 6:45 AM 0.91 81 83 14 178 46 41 8 Entire Intersection North 7:15 AM 0.84 40 58 10 108 37 54 9 East 0.79 9 111 4 124 7 90 3 South 0.87 0 42 94 136 0 31 69 West 0.92 74 73 15 162 46 45 9 CR-13 N W_f—E 5 Va.SS fi6S :z::$a32' 40 58 10 f3:.24s- JII 108 9 r CR-24 124 111 ......... 15 L 4 1 73 162 CR-24 ?83: :: J 74 r 13611:::::::L.:,:i..!..c.t.it.4::::::::::.:.:::.::::::.:2::::.!...!!!.E.51: 94 42 0 24:44s;;;iNg C ::r::R-13 Counter Measures ite Code : PAGE: 1 15 STREET: CR-13 PILE: cr13cr24 /V STREET: CR-24 Movements by: Primary DATE: 2/24/00 PEAK PERIOD ANALYSIS FOR THE PERIOD: 4:00 PM - 6:00 PM DIRECTION START PEAK HR VOLUMES .... PERCENTS ... PROM PEAR HOUR FACTOR Right Thru Left Total Right Thru Left North 4:00 PM 0.80 20 69 14 103 19 67 14 East 5:00 PM 0.85 19 62 1 82 23 76 1 South 4:00 PM 0.82 4 74 70 148 3 50 47 Vest 5:00 PM 0.92 107 155 39 301 36 51 13 Entire Intersection North 5:00 PM 0.86 22 54 7 83 27 65 8 Bast 0.85 19 62 1 82 23 76 1 South 0.86 2 48 80 130 2 37 62 West 0.92 107 155 39 301 36 51 13 CR-13 N W—I—E S ff;Sfi106 ;:::i: 22 54 7 #ts 164 L 83 19 ::::::: i33# CR-24 82 62 ......... _ n L 1 155 301 CR-24 107 J r 130 80 48 2 KgigggtWgfg gff .... a•: CR-13 HCM Unsignalized Interse•_ ..on Capacity Analysis 1: SH 66 (CR 30) & CR 13 10/31/2001 -• 4— 4\ t P `- 4 ovemea "` r S L"°: 3 8mt. , _ _ R. '7s1L 'N8 ,BFt S SB ' T "'S'BF Lane Configurations 4 r ►( '(a + r e�'a Sign;Control Free Free.. top • Stop Grade 0% 0% 0% 0% Volume(veh/h) ,_31 48 949 8. 2 t 24.;` 12 "12 " 11 ' 68 _ 86 0 Peak Hour Factor 0.92 0.92 .92 0.62 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Hoy flow,rate(veh/h) _ 15 197 34 52 488. .; 2�. 26 . u 13 v.13< '12 74 s 93 Pedestrians Lane`Wiidth ; " e gr s Walking Speed (ft/s) PercettP..04 4e 1: x . Right turn flare (veh) 8 Median storage veh) vC' chaff volume t fi 490 s shy' 230" " E 950 822 X 97 x 8 854 '489 vC1, stage 1 conf vol tC, single(s) 4.1 4.1 7.1 6.5 2-6.2r 7.1 6.5 6.2 tC`2 stage s . tF (s) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 po queuefree% "' 99. Y'<hw`: a` w,. a.c . > ,.. :98 .. x"95Ta 74 84 cm capacity (veh/h) 1073 1337 154 293 844 263 280 579 Volume Total 15 197 34 52 490 26 26 179 VolutaeLeft 1'� .i - 4fl15�ic�.' �%',av,3 r.�. 52 u.c a0'� 26.E g_; 12 ,, .. .. .._ :' ._ ._Y;_ Volume Right 0 0 34 0 2 0 13 93 cSfi' ,I073 ,1700 170011)1337 1700 154 1137 w' 8i Volume to Capacity 0.01 0.12 0.02 0.04 0.29 0.17 0.02 0.47 Queue Le€)gih u Control Delay (s) 8.4 0.0 0.0 7.8 0.0 33.1 8.2 22.6 Lane"L.OS x: A h D µA C . �_: __..w_....__ .......«.Fv. Approach Delay< (s) 0.5 0-.8 20-.7 22.6 2.Average ..._ Intersection Capacity Utilizat▪i▪on 44.5% ICU Level of Service A Pelican Shores (LSC#011270) 10/31/2001 2003 AM Background Synchro 5 Report Tammy Lamey Page 1 Iscinccs2-st51 HCM Unsignalized InterseL _in Capacity Analysis 2: CR 28 & CR 13 10/31/2001 l 7 4\ 1 j d .;1 EBL EBR r t5 tBT "` SB: -... ..r...71 7 :. , fa emery .��s . . �: �F . Lane Configurations '9 4 Ts. Sign Control Stop Free Free Grade 0% 0% 0% Volume(veh/h).' O. '. :; .. 0 .._48 146 .. fl Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0:42 Hourly_lcnv_ ate(vehlh) 0 0 f3 52 ... 15r3 0'₹' } Pedestrians Lane Widttr ft ` Walking Speed (ft/s) Right turn flare (veh) Median ty i Non x`{� - , . 1id Xt Median storage veh) vC1 stage 1 conf vol vC2,,stage 2 eonfvol r 4 Y,.;, tC, single (s) 6.4 6.2 4.1 tF (s) 3.5 3.3 2.261 p0 queue free'% `✓ � ..e. 100 - 00 100,f .: cM capacity (veh)h) 777 887 1421 C.. -.gin........:.. ....v . . .�.A_q ...ro=Z_u....w._ . _ , ��. Volume Left 0 0 0 = Volume Right s O r` s0 Q ` . _y... t. ; cSH 1700 1421 1700 Volume to Capacity, 0.00 `0 0d 09 ' Queue Length (ft) 0 0 0 Control Dela s 0 O X0.0 O 0 '� Lane LOS JJ..{{jjCC A Ap prast! Approach Approach LOS A Average Delay 0.0 Intersection Capacity Utilization_ r:„ 117% IC i Levet of`Service 3� Pelican Shores (LSC#011270) 10/31/2001 2003 AM Background Synchro 5 Report Tammy Lamey Page 1 Iscinccs2-st51 HCM Unsignalized Interse_.,on Capacity Analysis 4: CR 26 & CR 13 10/31/2001 !1"ovemenI .y "' rfk7e"t' ,"`E 1 - MBc. ',WBT "WBlk' +IBCrr NB1 "N R. " B SBT'--7M Lane Configurations 4+ 4. 4, 4. Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow;rate(vehth) . ..1 .. ., 1 4_.._ ' 5 a . 61 m.• '2 Pedestrians Walking Speed (ft/s) Right turn flare (veh) Medianty Median storage veh) vC, conflicting volume 242 245 " 153 : 236 ` 234 T2 153 " 84'x vC1, stage 1 conf vol tc, single�}}� (s) 7.1 6.5 6.2 7.1 6.5 6.2 4.1 4.1 tC;2 std G S tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2 2 2.2 cM capacity (veh/h) 703 655 893 714 664 990 1427 1513 Volume Total -` 4 ` x `14 84 158 __. v . . a ..._�� ,�.,, .. ., _.,. } .3.,.._.. ._". . . . Volume Left 1 4 0 4 VolumeRight;� w .. .r 1 8= 23" 1 . cSH 715 829 1427 1513 volume to Capacity' 0 01 0 02 u, 000 0 Ofd,. `' Y_ __ ,.. Queue Length (ft) 0 1 0 0 Control Lane LOS B A A Approach LOS B A Average Delay 0.8 Intersection Capacity Util zation , , :" 187'% lCU Level of ery e r x A ; Pelican Shores (LSC#011270) 10/31/2001 2003 AM Background Synchro 5 Report Tammy Lamey Page 1 Iscinccs2-st51 HCM Unsignalized Intersect.,an Capacity Analysis 6: CR24 & CR13 10/31/2001 Moveaien ,t.a" :77,,;"EB , E °` MTYNBi °:Aft3 ' 7t47tfg:"ThB1` ' sBT Y SBt2 Lane Configurations 4, 4+ 4 4. Sign Control Stop Stop • _Stop Stop Volume (veh/h) 16 80 81 4 121 10 102 46 0 11 63 44 Peak curl actor 0`.92'' 0 93 0 92 x'0 92 0.92 0.92 Hourly flow rate (veh/h) 17 87 88 4.,., 132 11" 111 —; 50 0 12 68 _ 48 n . Volume Total(vph) 192 147 161 128 Volume Right(vph) 88 11 0 48 — .y. .y. Departure Headway(s) 4.6 4.9 5.0 4.7 Degree Utd¢ation,.x. ' 24 0.2I U 22 017 . . _ u 'A� ,. Capacity (veh/h) 740 562 _ 676 1721 y_ , ,� Con TZelay(a t ;9;1 71;":4 �i�8 ...7.. , ._ ; M ... � W ,..1..4_-, Approach Delay (s) 9.0 9.1 9.4 8.7 �'. i ..e- ens _y .d, ., .. HCHC �.usv.. ktt« . a> ._ _... . _W._ .., M Level of Service A Intersection Capacity Utlizationn 361% ',5 , ICU,Level of Service , ` ; R ` , Pelican Shores(LSC#011270) 10/31/2001 2003 AM Background Synchro 5 Report Tammy Lamey Page 1 Iscinccs2-st51 � r HCM Unsignalized Interset,on Capacity Analysis 7: CR 24 & CR 9 3/4 10/31/2001 f --� �-- 4/ Kifvement� EBL7,7Ear Lane Configurations 4 I.aV Sign Control... � `` Free Free S Grade 6% 0% 0% Voiitme(veh/h) 27 246 565 6 4 21 i,n.f,� ��: z...r Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly fio: rate(vehlh)° 29 ��267 614 7. 4 Pedestrians Lane • Width (ft)e • • �' } �z , �� Y r u• Walking Speed(ft/s) ercent Blockage n tic z :� Right turn flare (veh) u • Median type, None • Median storage veh) vC;conflicting .d{i. _ ,. .. _ .,Q3,y Wfu.ft d. L. T+"..._ .. ,.e..J.i_. ._-1.Y-.., •..., /.`vC1, stage 1 conf vol vC2.-stage 2 f :k « r Y �: f -• �, tC, single (s) 4.1 6.4 6.2 tF(s) 2.2 3.5 3.3 97 P t free% r 98 95 �' '* r cM capacity (veh/h) 960 282 490 K >z :4•'' ' �;.-f* x `, - Volume Total 297 621 27 4 •max- Volume Right 0 7 23 e p;. • ,qr 7700 • 43 x8 c. • t e,7 0.,�`'� ' ._«. -"n' .-� ''';. . . }� Volume to Capacity 0.03 0.37 0.06 Queue Length(ft) 2 0 5 • Control Delay(s) 1.2 0.0 13.8 Lane LOS A - d b� Approach Delay (s) 1.2 0.0 13.8 no&h LOS B • I Fti�i- 7${i Average Delay s .. L Intersection Capacity Utilization 42J% ICU Level of Service A • s Imo. Pelican Shores(LSC#011270) 10/31/2001 2003 AM Background Synchro 5 Report Tammy Lamey Page 1 Iscinccs2-st51 HCM Unsignalized Intersection Capacity Analysis 1: SH 66 (CR 30) & CR 13 10/31/2001 ouemen ,73 .°'k7 `7 EBL:"`7era'EBR ar'" ET WBR NBL;` `'1VI f NBR' '$ L SB'f""SBR Lane Configurations ) t r t r �. Sign control Free : Free Stop Stop Grade 0% 0% 0% 0% Volume(veh/hj y. ,.. ,_ 'w-81 , 440 51' 11 .274, 9 :` 52 ' ' 81 ,57 7` 22 ` 20 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Hau ly flow mate(vehlh) z` 88 478r 55 ' 12 298 10 57 88 `Y . 62 8 24 22 Pedestrians „ .. . . Walking pSjp�eyed(ft/s) �yment Blockage i x �y .. w�' .i,s.v.e, ,.. _ v�6.'i _.u+ ....v" ..}..,x........».�':,..... . ... ........... .,.. _,.�._ .c Right turn flare(veh) 8 Mediantype ,n . ._ ,_.._ ._s � .. _x_.._ s.` ©pe•. .. ...N._M . �" None Median storage veh) .a E/16967,..,;„ '303 vC1,stage 1 conf vol vC2 staage 2rconf vo1« , tC, single(s) 4.1 4.1 7.1 6.5 6.2 7.1 6.5 6.2 tF(s) 2.2 ... 2.2 3.5 4.0 3.3 3.5 4.0 3.3 p0 gt eue"Free% 3 499 ' fi9 61 ' r:89 94;y 89'. {:."97 cm capacity (veh/h) 1253 1034 182 228 587 120 213 737 Volume Total 88 478 55 12 308 57 150 53 Volume Right 0 0 55 0 10 0 62 22 cSH ` C253 y x1700 1700 y 1034 :1700 .182 815 ` 259 ..__ 3.. ._. Volume to Capacity 0.07 0.28 0.03 0.01 0.18 0.31 0.18 0.21 Queue Length(ft) 6 ` U u Control Delay(s) 8.1 0.0 0.0 8.5 0.0 33.4 10.4 22.4 B C Approach Delay (s) 1.1 0.3 16.7 v _ 22.4 Ewer�`,lDelay:,a _ Intersection Capacity Utilization 43.1% ICU Level of Service A Pelican Shores (LSC#011270) 10/31/2001 2003 PM Background Synchro 5 Report Tammy Lamey Page 1 Iscinccs2-st51 HCM Unsignalized Intersection Capacity Analysis 2: CR28 & CR13 10/31/2001 ♦ Movement "_ EBL EBR NBC NBT 'SBA` SBR Lane Configurations 4 _ . Sign-Control Stop Free.; "�Fcee Grade 0% 0% 0% YQlume • 0 • 0 0 190 84 p _• Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 i"ourly flow"rate'(veh/h) 0 0 0 207 91' . ....._.. .. ._ - ... .. -. >8.....r_e_.r.... .,_r,_a...w.:'r(rY�i«i:,s.e� ..v:(,.•::.3i:ems. ... ._.uC�ZJ: Pedestrians F ....-. ..c....s_.__.. a.. r:...w.. .._tr«-.. :+^•:x,....��::::::...>.;..::..: .�!.•nA,:..y7,.:.;.,_,v5.r..;::r:.,,.;..a. .rw. ._._+S.e.._.-.._ .....:o��.:....N..,'...r..;:r.:an.-^ (',lr.:xws;..x. ,i¢srd�M.i :h7C^._ i..•s.T??.C 3Y: r h... :ey:�w ,g.">' 1-are .�i.::.-.. csnr,._...:.!ae._.e.Kt..k^�t... 'h:., tl.....a� ._`..,• •Fir.:,:::;:r,(�'�....a_�__=a3'+s'w.--._..._....:f..�eii; r Walking Speed(ft/s) ___.._.. __.. . ... . Percent Right turn flare(veh) Median type :: onE : ( .. � :; ; 4 Median storage veh) K:71Criflictirig volume 298 91 91 11 { vC1, stage 1 conf vol 90C� stage canf vol - tC, single(s) 6.4 6.2 4.1 y IC, 2 stage(s) tF (s) 3.5 3.3 2.2 _que if o 100 O0 100_ �.s. .d.. .100' •L.:ri•J.3.... ...L _(..-.:,7.. ..J...v`. .:Sr... .Z n„y-w,. cM capacity(veh/h) 693 966 1504 rosira0 .77. , G� ., � G vy.. K;..1 >'"�.� h .. `-.F. .t' 3•Y M".4 ��-:.�71 .Y-�irA.,Y Y.CS.Y ot@l 0 ..:...207 91 Volume�Left..Y- _ . . _.- 0 0 0 ....._ .... . ...,.._ .... ... . . _� . � C` �'�',•. £aL .,�_�;.:v�i-'Fy' `ai,;rr,.^•-:t��'.�-_ . .. : .,. 0 .. 0 0 Vlorltne: lfn 0 " 0 0 cSH 1700 1504 1700 /C,t(urt�.'! i';,Caa± ; . ....,0.00 •0-00 0.05 ~' Queue Length(ft) 0 0 0 c.i*trrol Delay_ s) '. .r.`... .0 0.0 :0.0 Lane LOS A 6pproach❑elay s 0.0* 0.0 0.© ' K-� ._,:( ,.•<;: :,f;• :�,.:: .: ;;: : Approach LOS A rffei*lction`"� .tarY _ : °t;�: _ ,PPP4a. . ...7;,4 ��r tt x '..,i1-1,:fi, Average Delay 0.0 intersection.Opacity Utilization 14.2% ICU Level of Service • A Pelican Shores (LSC# 011270) 10/31/2001 2003 PM Background Synchro 5 Report Tammy Lamey Page 1 lscinccs2-st51 HCM Unsignalized Intersec.,,un Capacity Analysis 4: CR 26 & CR 13 10/31/2001 >< P �► l ovemerit` _ . TIT S t-C° 5B1 7-EBR WBL `' " R,`�` B1 `t4 -" 8 r,.._SBR Lane Configurations 4, 4. 4 4, Ss n Contro Sto Stt Free: ;: � Free' • g Grade 0% 0% 0% 0% 0 _, �� .: 2 • '1 0 • 2. .. . . 0 192 1:. 1 83 1 Peak Hour Factor 0.92 0 92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 How i, nr-rate t... . :_ 9 _0 2 1 0 1 2 Pedestrians Lane Width(ft) Walking Speed (ft/s) ercenfBt6& ge Y µ t, '' •:v- . Right turn flare(veh) Median:type Median storage veh) ." vC`L coniircting volume 304 303 91 3b4m X 308%''''-' vC1, stage 1 conf vol stageconf vot .._71 ..._..«.0 t2F tC,single(s) 7.1 6.5 6.2 7.1 6.5 6.2 4.1 4.1 tF(s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 _ .. .. . . 2.2 queue free% 99 100 100 100 100 100 100 # tI-;:tRilpr": `1000. *';"�"�;��,=`f :: cM capacity (veh/h) 646 610 967 646 610 831 1504 1361t Pl © Volume Total 11 3 `` •210 92 < Volume Left 9 1 0 1 'Xotu Rig,y+;� k xl'. M-e4 F .:y-a4». :, #gt1�X�j it:k.• .h ..i s,� :v:.c f:.-"f7 ^•_�. = ^rN':•r_ cSH 692 759 1504 1361 . Volume to Capacity'p0.02 0.00 0.00 0.00 Queue Length (ft) 1 0 0 0 Cantor-Delay(s) 10.3 9.8 0:0 0.1 Lane LOS B A A Approach.Delay(s) 10 3 9.8 Q 0I 0 1 .. ^,....w._ Approach LOS B A w_.r.^st•.. .�..� ._ .x�':':'xs .W. #._.: .� .. �xE '_ '.� ,s r r'.sH- ,, a .a_ - N ell y�y. 'Average Delay 0.5 trio_. City fltitizatiori 21 0°oy` `ICU LeVel of Service ` ' ' A Pelican Shores (LSC#011270) 10/31/2001 2003 PM Background Synchro 5 Report Tammy Lamey Page 1 Iscinccs2-st51 HCM Unsignalized Intersek.._.on Capacity Analysis 6: CR 24 & CR 13 10/31/2001 -� -► t t P V 1 J Mlovemeti - - itar7:<?E " EB ''V . VB-T". BrNBL`T'W7T.NSR77Sr'f`SB1' SBR Lane Configurations 4. 4. 4 4. Sign Control Stop - Stop Stop Stop Volume (veh/h)) 43 169 117 1 68 21 87 52 2 8 59 24 Peak Hour Factor �:' f.92 0;92 0 92 0 92 10.92 0.92 , 0.92 . 0.92 0.92 0.92s, 0.92 0.92 Hourly flow rate(veh/h) 47 184 127 1 74 23 95 . " 57 2 9 64 26 III Mira. _. ""! =z ' .5" , . ₹ ,r`._,. "Y< �o- ." ' Volume Total (vph) 358 98 153 99 �o1etne,�e#„lVph� Volume Right(vph) 127 23 2 26 ifadj ) - a s _ -0.2 01 —0.1 ;�.u3� :_''' ',4Y _ Departure Headway(s) 4.5 4.8 5.2 5.0 Degree Utiization,x-. b 45a,0-13 0.22 O'3"4 _ Capacity (veh/h) 763 537 641 661 Control Approach Delay (s) 11.1 8.6 9.7 8.8 . ` 4 W _._.,. Dela . HCM Level of Service B Intersection Capac 'Utilization 48 4°% ' ICU{evel o service', A , r Pelican Shores (LSC#011270) 10/31/2001 2003 PM Background Synchro 5 Report Tammy Lamey Page 1 Iscinccs2-st51 HCM Unsignalized Intersection Capacity Analysis 7: CR 24 & CR 9 3/4 10/31/2001 ment "� 7:7;r0L=.: EBT7WIS '''WB SSL -$8117... . ,.._1, _. .".... Lane Configurations 4 1. V Sign Control Free ,.vFree Stop Grade 0% 0% 0% Volumev(veh/h) --18 483•:-•J.-..;':-289'-%7 2. 7"- . 16 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly f ow rate(veh/h) 20 525 314 2 8 17 Pedestrians Walking Speed (ft/s) g Pl;:[cettt BIocIC41#e a..,, Right turn flare (veh) Median storage veh) ve ronfltc6ng'vo{ume 16. z itZ { 141E _, Stal 316 s . 5i µ • `vC1, stage 1 confvool w..-�. _a_,r_ „-�,W.., .. _.n,_. , r, > vC2,.stage 2,confvo tC, single (s) 4.1 6.4 6.2 stag (s)tF (s) 2.2 3.5 3.3 o ue free% cm capacity (veh/h) 1244 313 725 Volume Total 545 316 25 VolumeLeft : 2t3'' 6•''''. $ is `" _ qua sri.,*. r= ., _ :t s r ?: Volume Right 0 2 17 cSH Volume to Capacity 0.02 0.19 0.05 Control Delay (s) 0.5 0.0 12.3 Approach Delay (s) 0.5 0.0 12.3 Approach x.O5_`. . . -f3...too �._s.., I verage Delay intersection Capacity Utilization 51.0% ICU Level of Service A Pelican Shores (LSC#011270) 10/31/2001 2003 PM Background Synchro 5 Report Tammy Lamey Page 1 Iscinccs2-st51 HCM Unsignalized Intersection Capacity Analysis 1: SH 66 (CR 30) & CR 13 10/31/2001 f lavvement 7a,. , " fi...BR AMEt B Y""N1W3 -. IJBL;" t3BT NBR -SBL SB,T7,. SBR Lane Configurations II t r 'i t. 11 f r sign Control Free Free Stop Stop Grade 0% 0% 0%0%0% 0% Volume(veh/h) ' 14 181 34 " 48, 449 2> 32 12 13 11, 68 86 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flgw 'ate(veh/h) ,LL 15 197 y ;37 52 488 2 35 13 14 12 74 93, Pedestrians _ r Walking Speed (ft/s) Right turn flare (veh) 8 Median storage veh) vG,conflicting volume., ._490 "'` _ r 234 950 y 822 197 834 ; 858 489 vC1, stage 1 conf vol vC2 stage 2 corsf voT n y „' x , tC, single (s) 4.1.. ? 4.1 .. ._.. 7.1 _ 6.5 6.2 7.1 6.5 6.2 tF (s) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 p0 queue free%q,.,, . , , 99 r 96 r 77 96 98 95;" 74 84 cM capacity (veh/h) 1073 1334 154,v. 293 844 262 279 579 itAt ::5,i'241' .., rie .. Volume Total 15 197 37 52 490 35 27 179 15 0 0 "x 52 0 35 0 12„ t Volume Right 0 0 37 0 2 0 14 93 cSH: 1073 1700` 1700';1334 ,:1700 154 11:37 ::' 80`.`' Volume to Capacity 0.01 0.12 0.02 0.04 0.29 0.23 0.02. . 0.47 Que*Mr, -t 111 _ .:s _,P.1 #Y 3 {3 `" 2 t s 2 81 Control Delay (s) 8.4 0.0 0.0 7.8 0.0 35.1 8.2 22.7 Approach Delay (s) 0.5 0.8 23.3 22.7 A Average elaY.x .9T, .,_ 4 Intersection Capacity Utilization 44.5% ICU Level of Service A Pelican Shores (LSC#011270) 10/31/2001 2003 AM Total Synchro 5 Report Tammy Lamey Page 1 Iscinccs2-st51 HCM Unsignalized Intersection Capacity Analysis 2: C R 28 & CR 13 II 10/31/2001 �-. Movemen t EBL EBR '. NBL f BTU'• SBT ' SBR':;' Lane Configurations 4 t, Sign Control.. .:;;':,. : , .. Stop .�...:.,:..-:. ,._�- • .. a Grade 0% 0% 0% olume(vehlh) 0 0 0 57 149 0° :.,;'. . ::_.. �:.•._:.. �-.. .. _, _ ..�.5'; i'�.. +:t..i..11:n;:{.Y•:_ .,.....iv ro..s _e�i:.:r_...c.w>..ik.L. Peak Hour Factor 0.92 0 92 0 92 0.92 0.92 0.92 irfy fleit mate vetilh) 0 0 0 62 162 0 4�'1 ue::�-r•: Pedestrians Lane Width(ft) ..._ .. Walking Speed (ft/s) A_...._.____:��,.�s.._...�w�..,_.,.:.a:�, _ ``�:�.st�• :»J�w _ Percent'Blockage K77i� '� ".�,. ' ' � .. YQ ' >,...�.''.>.x. . +:,.r^!'.:S�.+.h�.. :{T.cd:.N.C4:.x x,14,k`J ^`:>Lw.:. .- :. Right turn flare (veh) �'4� `-•�t ;3er,r=s= "� i.k ,u �:=rN;r;'Ct r ;u ti � :. • Median type None ; ; ,, fi -... . ....°.,c..,.__,•___ ,.:�:::.?..r.t�.Y•i �"• l�,ts.�t,4'4.N.:✓>. �.,:- • _. ,..��Y'>s � _u'.,�t..,..Y._........... _ .,.�.�.r.,._<>.>�' Median storage veh) EGconflicting-volume � z 162:-Fs }g'2 {r P '" vC1, stage 1 conf vol tie2 ��. c s iri....t, - -u c NL v=im L �-n#;.,W'8"+_`_. A;-•r' �.( ..z... .-stage 2 ri�rilF vof w H. n `:_k •4 =Y '�, k . _... tC, single (s) 6.4 6.2 4.1 tC, 2 stage (s) ;� ,. ¢Y, _ . tF(s) r.pQ a � 3.5 3.3 }2(.2 pt t eae tree 0, 1\/0 {100 00. � hS.r. ._.. _ ;. a cM capacity (veh/h) 764 883 1417 m r7 Volume Total „ 0 62 ', 162 •Hk L ti.,_ . Volume Left ' 0 _.. 0. 0 _.�. Volume Right 0 . 0 0 • cSH 1700 1417 1700 Volume to Capacity 0. 00 0.00 0,10 ...+.tlAw.w,...:i -....—_. ..__[u...'fit-:.:.i1'.�.Jr�'u.�"','fL••'X'. a.._� _ .� , •,..0 Queue Length(ft) 0 0 0 Control Delay (s) Lane LOS A APproiielay a..�:_ 0,0:.. 0,0 0,0 � ..J. .s. Y y^ _.Y ... .....,,..i., ..., >.�.Gx.+p....�r>.E{•,..AS.li.,>.i� ,,-:Fi.•.::.:...Y . Approach LOS A Average Delay 0.0 Intersection Capacity Utilization 1.1.9% ICll Leifer of Service A Pelican Shores (LSC#011270) 10/31/2001 2003 AM Total Synchro 5 Report Tammy Lamey Page 2 Iscinccs2-st51 HCM Unsignalized Intersection Capacity Analysis 4: CR 26 & CR 13 10/31/2001 Movement . EBL .`EBT- ,EBi2::W61: °`16,8T ` WV6W NBL' Lane Configurations 4 4) 4, 4, Sign Control Stop, Stop free Free Grade. 0% 0% 0% 0% 144 4 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 d.92 0.92 Pedestrians Lane.Width(f) Walking Speed (ft/s) Right turn flare (veh) None None Median storage veh) vC,conflicting volume . 254 2257` D5.9_ ,g2 55 ,2_` ..Y. .73 ... 1.6f _. 4K, . 8c:.; .. vC1, stage 1 conf vol tC, single(s) 7.1 6.5 6.2 7.1 6.5 6.2 4.1 4.1 tC,2 stage(s} tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 po queue free"k� __`. ..: €99. LL 100 99 M 99w 100 99 r° 100 'i 106' cM capacity (veh/h) 690 645 887 687 652 988 1418 1512 Volume°Total , 18 14 87 r 165 Volume Left 8 4 2 4 Volume Right ; $ 23 * 4 cSH 763 814 1418 1512 Volume to Queue Length (ft) 2$ 1 0 0 Control Delay(s) 9 8 9 5 0 2 fI 2 Lane LOS A A A A Approach Delays) S 8w Approach LOS A A . ...., „,;(9.,C Average Delay 1.3 intersection`Ca ci Tltilization$,,. l.2% ,t ICU Leval.:§1:!..t rvice A " Pelican Shores (LSC#011270) 10/31/2001 2003 AM Total Synchro 5 Report Tammy Lamey Page 4 Iscinccs2-st51 HCM Unsignalized Intersection Capacity Analysis 6: CR 24 & CR 13 10/31/2001 O.\ t { .- t 4\ t t j d Movement tia :mEBI_ :3 BT "EBt2' 1rt16t_.7WBT WBF NB1'"":NB'137hiaR .`SBL SB'T;'SBR Lane Configurations 4. 44 4 4+ sign Control Stop Stop Stop Stop Volume(veh/h) 19 80 81 4 121 10 102 47 0 12 65 52 Peak Dour Factor ;, 0.92 4.92 0 92' 0.92 ; .D 92 0,92„ �92 0.92 0.92 0;92 ;10.92 .. 0.92 Hourly flow rate (veh/h) 21 87 88 4 132 11 111 51 0 13 71 57 , Ata.vi ``,7*s Volume Total (vph) 196 147 162 140 Volume Left(vph) x u ,21 11x4 ;: 13 Volume Right(vph) 88 11 0 57 Had}(s)_ g2 _ X0.0v 0.2 . -02u_ Departure Headway (s) Degree Ut lization 0.25 y 0.20 0 2 U 18 . _ Capacity (veh/h) 733 561 672 722 Approach Delay (s) 9.1 9.1 9.5 8.8 Delay 31 ' HCM Level of Service A Intersection Capacity Utilization 41 9% ICU Level of Service 4 Pelican Shores (LSC#011270) 10/31/2001 2003 AM Total Synchro 5 Report Tammy Lamey Page 6 Iscinccs2-st51 HCM Unsignalized InterseLL on Capacity Analysis 7: CR 24 & CR 9 3/4 10/31/2001 4 t \► - , .- ,a . . Nlloivement '. �EBL �t87 , WB'fi° 3t�i ,.=„ �'L�`,,'S�3;. n.. m_ .,m.,..-,-.'r Lane Configurations 4 1' V Sign Control Free Free Stop Grade 0% 0% 0% Volume:(veti/h) Peak Hour Factor ._ 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate(veh/h ' ) ' 30 ..271= X23 4 26 Pedestrians �.. - .•:. _.t _ .., . � ,_.. _ .. Lane W idth(ft) Walking Speed (ft/s) Right turn flare (veh) Median storage veh) vC,,conf icting volume :629 X58 626 = 4. r vC1, stage 1 conf vol ?e77-stage tC, single (s) 4.1 6.4 6.2 tC`2gsta e tF(s) 2.2 3.5 3.3 cM capacity (veh//h) 953 a 277 484 Volume Total 301 629 30 Volume Left , ', Volume Right 0 7 26 cSH ' 953y: 1700 437 ? , t'.:. _...� .. el 4.i. ..,. ..... w...c�a......; . .t... n .. ....,....se......: _....}>. _& a t. Volume to Capacity 0.03 0.37 0.07' Queue Length( Control Delay(s) 1.2 0.0 13.8 LaneLQS Approach Delay (s) 1.2 b.ci 13.8 Average delay 0.8 Intersection Capacity Utilization 43.2% ICU Level of Service A Pelican Shores(LSC#011270) 10/31/2001 2003 AM Total Synchro 5 Report Tammy Lamey Page 7 Iscinccs2-st51 HCM Unsignalized Intersection Capacity Analysis 3: Access & CR 13 10/31/2001 4\ t t d dveme t' ," '7 ;.`EgL77EBRR" 1 iff_7 "NS'?: " . T ' S-BR` Lane Configurations ►f 4 I Sign Control Stop , ''Free Free Grade 0% 0% 0% Volume'(veh/h) "3 5 2s 54 148 1 _. Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Pedestrians Lane'Width (ft}„ ,: Walking Speed (ft/s) Right turn flare(veh) Median storage veh) vC,conf iicttngvotume `224y 161 , 162 w " &Y . v vC1, stage 1 conf vol vC2,.9 9e,2 ' .Y,.. i_._. ,.�_,. ,..� . tC, single(s) ��6.4 6.2 4.1 , _ �:< _ tF (s) 3.5 3.3 2.2 cM capacity (veh/h) 763 884 1417 Volume Left 3 2 0 Volume cSH 834 1417 1700 Volume to Capacity 0;41 a 400 01 " + ' ` Queue Length (ft) 1 _.. 0 011 {.0 =: Lane LOS A A Approach Delay(s) Approach LOS A Average Delay 0.4 Intersection Capacity Utilizatrort 8 % m ICtt t eve/df Se vice' " `. ` 4 Pelican Shores (LSC#011270) 10/31/2001 2003 AM Total Synchro 5 Report Tammy Lamey Page 3 Iscinccs2-st51 HCM Unsignalized Intersect-in Capacity Analysis 5: CR 26 &Access 10/31/2001 McQement ;`. . . ir,BBL "`xi B " "T 'WBttt . `SBL .S812' ..* Lane Configurations 4 t. V Sign-Control Free. Free. Stop Grade 0% 0% 0% Volume(veh/h)a. ; 1 _. Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Pedestrians Laneidth(ttk ' �t �` Walking Speed (fts) Percent Right turn flare(veh) _r � Median Median storage veh) 'Ti:" - .. .e .._.,. c_»3... s, .. ,. F ..x. r.. •i.< Silt2. e._ ..R.es n....m..... ...wr< St... vC1, stage 1 conf vol vC2, Stage 2 t�nf riot - _ , tC, single(s) 4.1 6.4 6.2 tC`2Stage�s)a � wv x� .� tF(s) 2.2 3.5 3.3 pO queue free% " 100 99 10f': cM capacity (veh/h) 1611 1005 1076 ems__.. , .. LL . . .. � . .-.- , „�_t_. <<...:. •. atin � � ,� _,..�::: . �Voluymee Total(� 5 9 16 Y olumeie 114-. i . .,3J, .. .- Volume Right 0 4 2 Volume toCapacity 0.00 0.01 0.02 Queu'e,,Length Control Delay (s) 1.5 0.0 8.6 Lane`LOS a A r a : x, Approach Delay (s) 1.5 0.0 8.6 Approach LOS ,,r xf .( Average Delay Intersection Capacity Utilization 13.3% ICU Level of Service A� <...,......-. K . .,.- ,+..�..<t- .. �.. ..s ...�.._ .. .........�- _r. N.. .. ..:��.kv.�,...a,to .. ..„.hs,. ._... . _ i_.... _.,... . ._ ._ Pelican Shores(LSC#011270) 10/31/2001 2003 AM Total Synchro 5 Report Tammy Lamey Page 5 Iscinccs2-st51 HCM Unsignalized Interse.._,on Capacity Analysis 1: SH 66 (CR 30) & CR 13 10/31/2001 t — f ~ 4 4\ t p ti 1 r Niavemeht .. .. ``EBL"'==`EBTi "E R'` L-71 t 'WBR . BL, `NB N$ ' `SS177StI"1 BR Lane Configurations 15 t r '1 1. ►) le r 4. Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Volume(yeh/h) 81 ;440 60 _ 12 74 9 57 81 58 w Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate(veh/hj 88 7,,H478 Pedestrians y�g,� y 4., 7 ,t.. -��-`.i;Y,��z� �` "_d . _4t _:.r .�_u....>. �..x..,.,< • <.s .,a. ,,, ,..o.. „ n.. ., ..�_ y .:a ...� _ _._ . ..._ .. _ Walking Speed (ft/s) Percent Blockage r Right turn flare (veh) 8 Median P 5 c c a t sr None Median storage veh) vC confltcting volume 4x:308,.7.«2 _fl . s_ 543 M. s"._< .; _W ;1p12, "98812'4781._0.593r1048 a, ;~303 vC1, stage 1 conf vol l,�C�2ey,:!s e"2'Cohf`arol v`!'is tag tC, single (s) 4.1 4.1 7.1 6.5 6.2 7.1 6.5 6.2 tC, 2: .0 ..h _s.,,3_a ....,w•"4 . �, ._ :�.` 31'3 tF (s) � 2.2 � �� 2.2 3.5 4.0 3.3 3.5 4.0 3.3 pa queue free°,!a' 98 'c 39 r 66 61 89 94 8J e "c.97 cM capacity(veh/h) 1253 1025 181 227 587 119 209 737 Volume Total 88 478 65 13 308 62 151 53 V61016-Lett -`` Volume Right 0 0 65 0 10 0 63 22 cSH` . ,. ,.. .1253 ,`1700 1 06,11025" 1700 181 814 256 t Q Volume to Capacity 0.07 0.28 0.04 0.01 0.18 0.34 0.19 0.21 Queue Length(ft), . _ 6 0 0 l t• B 36 ,. `�7" „ 9 _p' t. ti ur ,.._ >� ., .. Control Delay (s) 8.1 0.0 0.0 8.6 0.0 34.9 10.4 22.7 Lane LOSS '> T x f A (} g arc B .z a C ..a(ru ..Ix_:v... w .a.... _. `'T-h�«w.A.... �t, c 3.,...•u..&... .a2*.�.._. .u7c i.. ..3u..xz Approach Delay (s) 1.1 0.3 17.6 22.7 Approacht0$, n 2 ...._-7.w. y. ° ., . "" ..:., a a „ e, `v_2, _C.w .. , c.r a_ :.,. Intersection Capacity Utilization 48.6% ICU Level of Service A Pelican Shores(LSC#011270) 10/31/2001 2003 PM Total Synchro 5 Report Tammy Lamey Page 1 Iscinccs2-st51 HCM Unsignalized Intersec,...jn Capacity Analysis 2: CR 28 & CR 13 10/31/2001 '\ d Movement s EBL' EBR BL NBT SBT`` •' •. . mow: *'� d? 5. . e. .flier. v•• Lane Configurations ver 4 1+ Sign Control :: ,, Stop s' > _:.`:;:Free... Free ;:r.::: a;:,:.. ., Grade 0% 0% 0% Volume(veflh �_. . t._ 0 0 •0 196 •94 • Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flowrate vefi/h 0 0 072113: ---102-••:',.-.., 0 Pedestrians Lane Wid• th(ft} • Walking Speed(ft/s) c. Percent Blockage µire Right turn flare (veh) Median type None {Ffe b Median storage veh) vC, conflicting volume - • 315 102;!:., .102 Fit •. ..: "'.. . ... _ •. .• r..,. .• r vC1, stage 1 conf vol vC2,'stage 2 conf vol �i :;z = : tC, single (s) 6.4 6.2 4.1 • Y 2 stage-(s) ._.<_ •'_ •• ',._ , ....•... .d.:._..._ .,..._.,::u tF (s) 3.5 3.3 2.2 queuefree Y 100 r. 100 100 • �., ;_ 4 -`•: ,:.•__ cM capacity (veh/h) 678 953 1490 �tr�Ct�:,�E dkl�'}i �,zF�F^��Y9�r��i�L6;-fi'-'•�� ,; :rc :try::.,.ra-�:..-�'�_'�«.ra��'"i'��7y:� .�``�..��".'':.-+4..��'e_t .w�.<'�+}A�t'��R��e'�+.' t:. Volume Total 0 213 102 �_. �.._ ... Volume Left 0 0 0 Volume Right 0 0" 0 �� Val-4 . :fY m�=t,z , ' r:i -y .M`•Y' ^.., `T r4._; �Ss ....:.:cF.'...arsLt'.L.. •F.,kb, ....rs. ,...c�<s.:4.....a._c. .:+a�.mc,+r:•s:'_G>>_....�.,..._.a,,...• .4 cSH 1700 1490 1700 _ ..,. _ s • ce:s•i'Yi"7r�d1 .."lS r�..a.• .�,.. ..�..,e,oef•k4 Volume.to Capacity 0• .00 000` 0.06 �r �ri�<t•.µ,• '.-••k : '4e�' .�, „ Queue Length (ft) 0 0 0 ontrof Delay;(s)- 0:0 0.0 0,© Lane LOS A Approach Delay (s) 0 0 0 0 Approach LOS A _.•'4r. , �',s?u1"- ..c, e• i"` �. S a • . :, .. y ric.. .. �"i• :iG:?Pwt•� 1.#�..,.•'-,![.1�+ ••x 171 _0.. Average Delay 0.0 Intersection Capacity•Utilization '14.5% - ICU Level of Service• • Pelican Shores (LSC#011270) 10/31/2001 2003 PM Total Synchro 5 Report Tammy Lamey Page 2 Iscinccs2-st51 HCM Unsignalized Intersec ,on Capacity Analysis 4: CR 26 & CR 13 10/31/2001 t - 1 C '- t `ti 1 P \' l r Mo',item"'"7_,7- ".wE :"'EB' ' tCk7 C Vt'IBT"_41BR-.' fl '"iT-s1BT:NBR `S81 `SOTS SBf2 Lane Configurations 4. 4. 4. 4. Sign Control • Stop Stop , Free Free Grade 0% 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.k 0.92 0.9.2 0.92 0.92 0.92 Pedestrians Walking Speed (ft/s) Percent Bfocfc e �� Right turn'flare(veh) Median storage veh) vC,con is n , plume c 32 .t 30 a. 97.r : 336. ...;334' 2 4 ,3.01 e rr _.. ... _.< 21du. vC1, stage 1 conf vol vC2,Stage 2 conf vol " g & .. . tC, single(s) 7.1 6.5 6.2 7.1 6.5 6.2 4.1 4.1 tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p6 queue free afa :ff ': „98� , 100.,,.,r 99 `100 „ .>100 . ,100 cM capacity (veh/h) 617 585 960 610 582 826 1491 1356 nirTM Volume Left 14 1 9 1 cSH „ 695 739 1491 -1356 Queue Length (ft) 2 0 0 0 Lane LOS B A A A Approach LOS B A n t ,m c.4,4-- v, .�. ' aa*"-.+. Average Delay 0.9 Intersectxm Capacity f zation .,y,.w. _ 23 2%n ICt l gel of Service y ` ,.:z .. .. . A . Pelican Shores(LSC#011270) 10/31/2001 2003 PM Total Synchro 5 Report Tammy Lamey Page 4 Iscinccs2-st51 HCM Unsignalized InterseL.,on Capacity Analysis 6: CR 24 & CR 13 10/31/2001 ! } Movement r- "EBL T- BR'WBt,"• WBT': '`171 ` "1 fiBeRT7TsBEF-:StIte7SAR Lane Configurations 4. 4, 4. 4. Sign Control Stop Stop Stop Stop Volume(veh/h) 52 169 117 1 68 22 87 55 2 9 60 29 Peak Hour Factor ' U92 'D 92 0,82 . 092 0.92 ,0.92` 092 0.92 0.92r `0.92 ,.0.92 Hourly flow rate (veh/h) 57 184 127 1 74 24 95 60 2 10 65 32 Volume Total(vph) 367 99 157 107 Volume Leff(vpFr '� 95 t0 i 4 Volume Right(vph) 127 24 2 32 tl1 ) Departure Headway(s) 4.5 4.9 5.2, 5.1 twee U61�zation x 0 46 •D.13 023 Q t§ �` _u_ Capacity (veh/h) 756 534 635 658 Control Delay'(s Approach Delay (s) 11.4 8.6 9.8 8.9 APProach LOS`,..,., Delay µ. . HCM Level of Service B Intersection Capacity Utiliz'apan' 49 7% y" ICU evel of Service A Pelican Shores (LSC#011270) 10/31/2001 2003 PM Total Synchro 5 Report Tammy Lamey Page 6 Iscinccs2-st51 HCM Unsignalized Intersection Capacity Analysis 7: CR 24 & CR 9 3/4 10/31/2001 Mtlo'e helm .A EBL"'"'..a7 =WBT-`"WBR "ABC .'SBA"""12 7 .7 7_., Lane Configurations 4 1+ V Sigh Control Free Free • - Stop Grade 0% 0% 0% Volume(veh/h)m? 21 492 294` 2 7 I8; < . Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Pedestrians Land dth t3 .. _ Walking Speed�(fttls) PercieR BI � � , Right turn flare(veh) Mediantype _. ..� u.g .;.` ' None i1 ... Median storage veh) vC1, stage 1 conf vol vC2,,stage2oonfvof' . .. t/C, single C(s)p�Y1 � 4.1 6.4 6.2 ix ..,.< a....a 3. ..}.._.M.a..... ._ ... ..jv s:. .,e .0 tF(s) 2.2 3.5 3.3 p04€eue free cM capacity (veh/h) 1238 vu 303 720 • ai"eta` t ai�i-.. .•)#r` �itikH�A«`i' :ikil 7.: "' .. '" Volume Total �� 558 322 27 YQt�}m 'u Volume Right 0 2 20 c$H Volume to Capacity 0.02 0.19 0.05 Control Delay (s) 0.5 0.0 12.3 Larie LOS A $ , � x x...... .: _..tro Approach Delay(s) 0 5 0.0 12.3 Approach kLt7Sr ,x y y. .,.Re. 1 u Intersection Capacity Utilization 55.4% ICU Level of Service A Cfli A3-. �k Pelican Shores(LSC#011270) 10/31/2001 2003 PM Total Synchro 5 Report Tammy Lamey Page 7 Iscinccs2-st51 HCM Unsignalized Intersection Capacity Analysis 3: Access & CR 13 10/31/2001 1 1 4\ t i r Mo'e(iieht .'" r-^a EBL-E R "tNBL" ,P18T'",`.{,�SBT.T R; .. ." 7,. r Lane Configurations V 4 t Sign Control Stop. Free Free Grade 0% 0% 0% Vole e(veh/h ._ . ,''. .._ �. 5 194. . b.� s _ r Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate(veh/h) 2 3 5 211 99 a } Pedestrians Walking Speed(ft/s) L, x . Right turn�iflare (veh) Median storage veh) vC1, stage 1 conf vol by __. tC, single (s) 6.4 6.2 4.1 tF (s) 3.5 3.3 2.2 PO queue,free. 100 100r , 10Oi� ,. ,7 .a . W/' . _ .. . .,. . cM capacity (veh/h) 668 954 1489 Volume Volume Left 2 5 0 Volume Right 3 ` �0� u. cSH 815 1489 1700 Volume to Capacity Q 01 0.00 0 96 Queue Length (ft) 1 0 0 Control Delay(s7 _. _ 9.4 _. 0.2 ,0.4, '2 Lane LOS A A Approach LOS A Average Delay 0.3 intersection Capacity Utilization.. . '.. 22 2% ;: ICU Level of Servicd ea— Pelican Shores(LSC#011270) 10/31/2001 2003 PM Total Synchro 5 Report Tammy Lamey Page 3 Iscinccs2-st51 HCM Unsignalized Intersection Capacity Analysis 5: CR 26 &Access 10/31/2001 Mddvemen ,"Zl E'er:. C=B TWt3 ; 11VBR '.:SBL' 'STfF£ ` "7 " "7"7 - Lane Configurations 4 j, V Sign,Control Free Free Stop Grade 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Pedestrians Walking Speed (ft/s) Right turn flare(veh) Median type _ ._� _ �� None Median storage veil) « 1/t, co cting volume 20 28 F , vC1, stage 1 corif vol vC2,stage 2 tC, single(a) y 4.1 6.4 6.2 tF (s) 2.2 3.5 3.3 p04tiouefee°%;;"` =10tY cM capacity(veh/h) 1597 986 1069 Volume Total 14 20 10 Y.91,4914:1;4:-tar. Volume Right 0 16 1 cSH' 1597 `'1700 a 994 i Volume to Capacity 0.00 0.01 0.01 QtlLI18E n�} 1 ... __�n:....,� »..,......,.�r,_,. ...._ _'- ,_. '. " i w, w >v.�_ ) 3'�= ... m .. . _ , ,..a'. . .__ :�.• ;: Control Delay (s) 1.1 0.0 8.7 Approach Delay (s)_ 1.1 0.0 _. 8.7 Approach LOS A' ! . . 'rNa ea➢ a° a.�. .., ..u..z. tC .. .'r.. .< s s. '� .a .z._ Intersection Capacity Utilization 13.3% ICU Level of Service A Pelican Shores (LSC#011270) 10/31/2001 2003 PM Total Synchro 5 Report Tammy Lamey Page 5 Iscinccs2-st51 HCM Unsignalized Intersec,..in Capacity Analysis 1: SH 66 (CR 30) & CR 13 10/31/2001 ovement EBL _ BT, ';EBR WBL- ,WBT:.'. R' NBL : NBT - NBR . SBL . SBT . SBR Lane Configurations " 44 � �� + SrgniControl Ft k ... .., Free .. ..Stop • P.. Grade 0% 0% 0% 0% Volume(veh/h) ', 24 : 309.. . 52 82 766 t 4 41 24 .; 20 19 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flour,rate(veh/h) 26 336 57 89 : 833 4 • 45 22 Tr :22z•„:..'. 21 125 : 16O Pedestrians Lane : }. Walking Speed (ft/s) �' - + :4 v ,Sr. Percent blockage r Right turn flare (veh) 8 y j Medin_type. . __.w ,_�s Median storage veh) YC;&mflicTing volume 837 392 .- 1205 _:1"403 fib$ 1255 1458" 418 vC1, stage 1 conf vof vO21 stage 2 contvot tC,single(s) 4.1 4.1 7.5 6.5 6.9 7.5 6.5 6.9 tC,2 stag ) tF (s) 2.2 2.2 3.5 4.0 3.3 3.5 4 0 3.3 pn queue free°!c • 97 ,r 92 i� 0 82 97 79 0 73 cM capacity (veh/h) 793 �} 1163 0 124 847 �j y 99 115 583� Volume Total 26 168 168 57 89 555 282 45 43 305 0 0 0 0 0 .. - .‘....;,a7. �.... :: eft _26 �. ... .. 89 0 45 21 Volume Right 0 0 0 57 0 0 4 0 22 160 CSH 793'-' 4):P717.007.1:'1700 1163. 1700 1700 -.2. 0 970 194 Volume to Capacity _0.03 0.10 0.10 0.03 0.08 0.33 0.17 Err 0.04 1.57 Queue Length{ft) ' . '3 . .:` 0 fly: 0.. . 6 0 -:.0 : Err 4 493 Control Delay (s) 9.7 0.0 0.0 0.0 8.4 0.0 0.0 Err 8.9 324.4 Lane LOS.' A A F. A • F .' r Approach Delay (s) 0.6 0.8 Err 324.4 . F • i r. yv ._j. - «d .. _.i . 1-.y .r_ci, : 1"i ' J£'.` o-gt?17., Average Delay ,Etr Intersection Capacity Utilization 60.7% ICU Level of Service B Pelican Shores (LSC#011270) 10/31/2001 2021 AM Background Synchro 5 Report Tammy Lamey Page 1 Iscinccs2-st51 HCM Signalized Intersectioi, Capacity Analysis 1: SH 66 (CR 30) & CR 13 10/31/2001 -fr -i 7 f t 1 t ' 4 Mth,ement7W 77 c:-EBL ."1E8 '° {_BR ' 16L ;:-WtT" WBR' A'B'AfiWr' -7N13R ';SBC''r" SB`Fr'TS'gi4 Lane Configurations 11tT r ►t Tt f r 4 !deal Flow(vphpl)• 1900 1900 ,1900 1900 1900 1900 1900 1900-1 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Utd Factor t 00 0.95 100 5^ 1 00 0.95 1 00 1.00 '100 1.00 Frif 1.00 1.00 0.85 1.00 1.00 1.00 1.00 0.85 0.93 Flt rotecfed;, ' 'Q 95 ° .1.00 10tl • 'U 95 i°00 095 r-t-00 '1.00 f 00 • Satd. Flow(prot) 1770 3539 1583 1770 3537 1770 1863 1583 1725 Ftt Parted 14 ' l 19 1 00 1 00 ,r 0 47y f1_D0 co0 38 " 15:00J--:1.00 0 98 " °' • Satd. Flow(perm) 355 3539 1583 876 3537 704 1863 1583 1704 Volume(vph) '.:- 24s. 309 52 +' 82 766 4z r 41y H__ 20 20 19 - Mr115 , 147 Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Acdt low,(vph . ,., ;.. 26µ'336„A 57 a_ 1;y89 833 4r 45 22 .22 '' " :1 21 125 60 Lane Group Flow(vph) 26 336 57 89 837 0 45 22 22 0 306 0 Turrx`Type U•:. = pm+pt X Permkpm+ Pm+pt Perm }Perm'': Protected Phases 7 4 3 8 5 2 6 Perrtutted'Pha'ses 4 4 `" 8 . .' 2 2 & : Actuated Green, G (s) 42.0 34.0 34.0 46.0 36.0 44.0 44.0 44.0 32.0 Effective Green,` 366 44. _ Actuated g/C Ratio 0.42 0.34 0.34 0.46 0.36 0.44 0.44 0.44 0.32 ClearanceTime(s) , r' ,"40 '4.0„ `4,0: ` 4t} "•s',40 4.0<"- 40, ' 4'.0 14.Q"''" Lane Grp Cap(vph) 262 1203 538 492 1273 395 820 697 545 v/s Ratio Prot i,. xa fl 01 '0 4 v,a c0 02 co..24..r a„`„ 0.O Q 01. . v/s Ratio Perm 0.03 0.04 0.07 0.04 0.01 c0.18 vlcRafw :010 028gnx0.11 D.467'0.66 Uniform Delay, d1 18.2 24.1 22.6 15.5 26.8 17.5 .15.9 15.9 28.2 Pr gression Factor 1. 00 1.00, `4 00 y 00 1 00 1 00 a,100a 1..00 r1:00 t 'R H' Incremental Delay, d2 0.8 0.6 0.4 0.8 2.7 0.6 0.1 0.1 4.1 Level of Service BCCBC BBB C x171 323 Approach LOS .ff to 1 1~. HCM Average Control Delay 27.4 HCM Level of Service C licMYPtcarn!-tqcPPacitPatio (i 53 Actuated Cycle Length (s) 100.0 sum of lost time(s) 16.0 Inters ction Capacity,Utilization ,M_. 60 7% ' ; ICU'Level of Servi a "'„ . _" , . ._,.'&,.t.. _ „ c Critical Lane Group Pelican Shores (LSC#011270) 10/31/2001 2021 AM Background Synchro 5 Report Tammy Lamey Page 1 Iscinccs2-st51 HCM Unsignalized Interse. .an Capacity Analysis 2: CR 28 & CR 13 10/31/2001 4\ t 1 ,R, NBL -Nt ft-7 S R - 7. Lane Configurations V 4 to Sign`Control • Stop Free Free" Grade 0% 0% 0% Volume(veh/h)' D fit Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Pedestrians Lauer 1# Width( _:h _vvtCa r♦ . .. .. x.. . .... . 0. .. _ d:'a v� .. . u. r. #4 .ti , _u.... � _ wnrt� Walking Speed (ft/s) Perc0ntBTbce Right turn flare(veh) Mediantype ,u h Nonex. a „ . T2?f_ ' n :av Ni.`W_.. 1 _ v r r ... _w !-...,... ,_ ' ` Median storage veh) vc,conflicting volume ` `360 ,27i ` 27 "� ;' _ < VC 1, stage 1 conf vol vC2„stage2confvot k tC, single(s) 6.4 6.2 4.1 tC,2sta t s� tF(s) 3.5 3.3 2.2 paqueuefree . 00 10 "- 100 F :_ r. m 1 _' cM capacity (veh/h) 639 768 1293 r u ti �i^tMB rc�+r:v...F.. .�.Liu. S�c.u.-.a. a.._i {'4'5.ax .. .o-.rR. .wj v.C i ._".•4 s _ .. ssh i x. ..i,.v.;i Volume Tots( 0 8.9 271 Volume Left 0 0 0 cSH 1700 1293 1700 Volume to Capacity x:0.00 ' 0.00 _0.1fi;, Queue Length (ft) 0 0 0 Control Delay(s) 4 0 0 tilt{rt t)0 Lane Los A Approach Approach LOS A ,g.„. . . , _. s- T r s asx �, yr ' Average Delay 0.0 Intersection Capacity UtilizatioMI .t' y 176% ,x, r..ICU Level offSenge` -... y. . 2 f? . . .. .,._ Pelican Shores (LSC#011270) 10/31/2001 2021 AM Background Synchro 5 Report Tammy Lamey Page 2 Iscinccs2-st51 HCM Unsignalized Intersection Capacity Analysis 4: CR 26 & CR 13 10/31/2001 -► t t P `- 1 d Kf� :e:ge . ,-,. ,7 . t "'EB.1 ' 'Et# .WBL '"W B ; <WBC 15BL T,NBr" NBR'#_`.SBL; .SBT ' BR Lane Configurations 4. 4. 4. 4. Sign Control ., St©p Stop Free � Free Grade 0% 0% 0% 0% Votume(yehth r 2 �, 7, _ 0'. 95. .." 35 7 238`° 2 Peak Hour Factor 0.92 0.92 0.92 0.92 0 92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate(veh/h) 2_ 4 2 8 > 4 12' 0 103 38 6 ';:_.259 2 Pedestrians Walking Speed (ft/s) Right turn flare(veh) ��I�n typg � _H., �.. ` .,_ .AIOn�.. ,.� _._• ...u�rJfle..w . .,._ , .'� 4" ' , ., ..�.. ...., � :..,__.,...,., .,.. Median storage veh) vC'confticttrt volume 411 ` 418 X6,0 '402 `° 98 12 261 Y 4t vC1, stage 1 conf vol vC2„stage 2 Lonf vol w m "fie _ n _ ._ �_� r i. tC, single(s) 7.1 6.5 6.2 /.1 6.5 6.2 4.1- 4.1 tF(s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p0 9 ₹ree% 100 K 99 100 99 99 99 100 99 . _ cM capacity-(veh/h) 538 524 779 552 537 929 -1304 1442 „v.....:_. ..... v,r�::.,-. � ....__ d.�..a .-. .....c s.��..k;rt.1 �d�_x�:ai> ..t_-u_ rv.._�� .S a✓-._..J._e. .__ex,.a .�a.> ..,. W�w s+..> .ro-E Volume Total - 9 24 141 266 K Volume Left 2 8 0 8 Votume Right ;"' t ` z.., cSH 575 688 1304 1442 Queue Length (ft) 1 3 0 0 Contrr_ lDelay s)° 114 144 00 tl 3 z ._. , r... Jc .3,. _.u < _..__ .. _< . . Lane LOS B B A Approach LOS B B . Vii... ,'::§�EI'.�,� - ., �ag`�'z auk +... ,Si's� "WA',. .':24 et Average Delay 0.9 Intersection Ca _ ci tltiTization.. "`';•..25.7% `. ICU level o S nnce' . ' A Pelican Shores(LSC#011270) 10/31/2001 2021 AM Background Synchro 5 Report Tammy Lamey Page 4 Iscinccs2-st51 HCM Unsignalized Interse._.on Capacity Analysis 6: CR 24 & CR 13 10/31/2001 Movement;_47:` r EBL 7'EBT EBk`"``WBL °;WB' rWBFFr..^NBC 7NBT 77:NEIRTrSEITT7SBT7,-`SBR Lane Configurations 4 r 4. 4, 4, Sign Control Stop Stop Stop Stop Volume (veh/h) 28 136 138 7 206 17 175 78 0 19 108 74 Peak Hour Factor X92' 0.92 0.92 0.92 0.92 0.92 0.92` :P.92 0.92 0.92 0.92 0.92 Hourly flow rate(veh/h) 30 148 150 8 224 18 190 85 0 21 117 80 Volume Total (vph) 178 150 250 275 218 Volume Right(vph) 0 150 18 0 80 01 06 '0:0711:.;);112: -02 Departure Headway (s) 6.3 5.7 6.0 6.0 5.8 Degree Capacity (veh/h) 532 589 494 558 587 Approach Delay (s) 10.2 13.3 14.0 11.9 HCM Level of Service B Intersection Capacity L76pzation 53.0% . v ,,.. ICU ,-evel of Service .;A r Pelican Shores (LSC#011270) 10/31/2001 2021 AM Background Synchro 5 Report Tammy Lamey Page 6 Iscinccs2-st51 HCM Unsignalized Interseu.ron Capacity Analysis 7: CR 24 & CR 9 3/4 10/31/2001 44— k. `► 4/ Mo...,..�, r .,eyRF`-m,, y .�x-q;. -.:.rx•_ ... •"F_' .' ,',�„� Zr+,'• -�� +t,3' .. . ze;.^�p,. ,may! ve r: Ef3L'' E T ",,.' t,a -•�• .� �r f _ -. .•r Lane Configurations 4 I, V s Si Control Free Sign Flee Stop p .'. .. ....�.....i:.::::.....0 .:Ind Grade 0% 0% 0% Volume(vehlh). . 45 420 965 11 7 36 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 t4ourly'flow rate(veh/h) 49 457 r- 049 12 8 Pedestrians Width(ft) Walkin�gy Speed(ft/s) ��•Y•f_ :J.�sk'w'}sryi... .. •• .!,.:.- Right turn flare(veh) Medra0pe w � Y - _ . l..L_..:_.. s_r;• Nave .. ..y�.f;....� _ Median storage veh) _. ._ ` conflicting volume vC1, stage 1 conf vol ifel stage2 conf vol 1, tC, single(s) 4.1 ,�._ ._ _<.._ _..... �... 6.4 6.2 tC 2 stage.(s) 4 . tF(S) 2.2 3.5 3.3 pa:tjueuftee% • 93 . �� w 93 86 ,'r � . s.;µ ' cM capacity (veh/h) 657 107 274 p_rQ. ` C7.�..'..'. l6'aY'+_,k `` ..� _ ,, °. . .s"w'-.'emu'' ..w z ' 'rt Volume Total 505 1061 47 Volume'Left • 49 . 4 ': 8 g� . Volume Right 0 12 39 cSH 657 .1700 .2•18 a` Volume to Capacity 0.07 0.62 0.21 U Queue Length(ft): 6. 0 - 20 �' .._..s r _ y • r<n Control Delay(s) 2.1 0.0 25.9 r4. Lane L(35' A D 2F Approach Delay(s) 2-1 0.0 25.9 Approach LOS �0 G1 JYva!✓�_f.'�.1,1Qr�t .SL�-{L f,.l l Y -`'�.:[n �.Y, '.. ,.•..:w�K.3 ��r.:y f��'A� ..L`..3�iCa . -+s ' •.�� +. LPL '.5� � Average Delay 1-4 Intersection Capacity Utilization 96.0% ICU Level of Service E _ 5.. - a•u • Pelican Shores (LSC# 011270) 10/31/2001 2021 AM Background Synchro 5 Report Tammy Lamey Page 7 Iscinccs2-st51 HCM Unsignalized Intersection Capacity Analysis 1: SH 66 (CR 30) & CR 13 10/31/2001 is --► 7 f 4 4\ t P �► Mulouei f77"° " ' $1: EBT EBR 'WBL . GGB' viiti .N1E ` NBT,.'' NBR - BE` 7: SBR Lane Configurations ' ft r 'i ft T r 4. Sign Control Free Flee ' ` " " Stop Stop Grade 0% 0% 0% 0% Volu,me,(vehth). .138_ .751 87 " 19.:-'11:11.467::: v t5 B9; ,138 97 11 `' 37` 33 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate(veh/h).. 150 °' 816. . 95, 21 508 16 Pedestrians Walking Speed (ft/s) Right turn flare (veh) 8 Mediantype Median storage veh) vC,:conflicting volume 524 z., . _=F_` 911 1467 '1682 408 1393 176& 262 vC1, stage 1 conf vol vC2 stage 2 conf vot .... �`` tC, single (s) 4.1 4.1 7.5 6.5 6.9 7.5 6.5 6.9 tF(s) 2.2 2.2 3.5 4.0 3.3 3.54.0 3.3 0 112 =r95 cM capacity(veh/h) 1039 744 40 78 592 0 69 737 €;, `:.ari d-1 41L4:€ .. ..-. '.�,i-»tz` iikt'" .s: o% ¢'7 `y *"Yr bz'Y e `;(fin; :1-0:C44 . 4 Jt c, ,:: Volume Total 150 408 408 95 21 338 186 97 255 88 Volume L.efE, 150 h 0 0 0 :21 Vii' 0 97 0 1 Volume Right 0 O 0 95 0 0 16 0 105 36 cSH "emu 1039,;*1700 '1700 .w1 �00 ;�44 1700' '1700 . 40 :304 _ -0 .k,t _,,,.• Volume to Capacity 0A4 0.24 0.24_ 0.06 0.03 0.20 0.11 2.41 0.84 Err Queue Length•(6) ,.a... .} 13._ ._. 0...u.A 0 :_ 8.., t 2 _... .., a.. Control Delay (s) 9.0 0.0 0.0 0.0 10.0 0.0 0.0 855.4 56.7 Err Lane Approach Delay (s) 1.3 0.4 276.1 Err Approach Lcj %:.•pc,•Average Intersection Capacity Utilization 47.9% ICU Level of Service A Pelican Shores (LSC#011270) 10/31/2001 2021 PM Background Synchro 5 Report Tammy Lamey Page 1 Iscinccs2-st51 HCM Signalized Intersection Capacity Analysis 1: SH 66 (CR 30) & CR 13 10/31/2001 Movement ' 81A' 7E81'.7- 13.F1''' WBC'''• WBT WBR' "N8L"' NB7 "NBR _ SBL 4"$BT SBR Lane Configurations 'I ++ F '9 fl 'i + F 4, Ideaf:Flow(vphpi},::. . 1900 1900-.`1900'' 1900 ,1900 1900.__.: 1900 1900:•::;: 1990:;,.:.4.90:' 1900•„1 ' 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 :.. .. 8...t.. .:- 1.ane Uti). Factor .`. �:-:-I 0 0.95 1.00 1.00 0.95 'n ` 1.00 1.00 1.00 .47E,!:: Frt 1.00 1.00 0.85 1.00 1.00 1.00 1.00 0.85 0.94 Fit Protected ''0.95 r‘.•'',,400::71:-99 0.95 , 1.00 0.95:''' 1.00 1.00 `-' • 0.99- --''. Satd. Flow(prot) 1770 3539 1583 1770 3523 1770 1863 1583 1748 Fit Permitted :0.30 1.00 s_.•,'1.00',..-, 0.24 1.00 0.59 00 '-'1.,00" 096 Said. Flow{perm) 561 3539 1583 452 3523 1101 1863 1583 1688 Volme:(vph) 138 751 '87:` - 19 : 467 15 . • 89 , 138 97 11 37 : 33 Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adt_ Flpw• yph) 150 .816: :. ;95. 21 508 : '16 . : 97" . 150",...„ 105" . 12 : 40 • `<36 Lane Group Flow (vph) 150 816 95 21 524 0 97 150 105 0 88 0 Tum_Type : pm+pt `:, Perm_'prn+pt` • " - pm+pt Perm, Perm Protected Phases 7 4 3 8 5 2 6 R Phases : 4 4 8 Y. .. . 2 2 6 .. Actuated Green, G (s) 53.0 38.0 38.0 43.0 32.0 39.0 39.0 39.0 22.0 Effective.Green,g(„s)., _.53.0,-;, 38.0 38.0 : 43.0 320 39'0 ''7:o 39.0 _ 22.0, Actuated g/C Ratio 0.53 0.38 0.38 0.43 0.32 0.39 0.39 0.39 0.22 Clearance T[t e n 44.0 ::,." 4.0 '4:0 -:r4.0 4.0 .. .4:0 4.0 4.0 4.0-. -_ Lane Grp Cap(vph) 503 1345 602 339 1127 • 516 727 617 371 v/s Rao Prot - c0.05 c0.23 ' 0.01 - 0.15=l' r , °0.02 =c0.08 2'5°^"` v/s Ratio Perm 0.11 0.06 0.02 0.05 0.07 c0.05 v/c Ratio' '' 0 30 `''0 61 0:16 0.06 0.46 0.19 1 0.21 0.17 ,0.24 /X.a1 Uniform Delay, dl 13.0 25.0 20.4 16.9 27.2 20.0 20.2 19 9 1 32.1 P131,9,r.-.0.4,41.4*Otor2"7:if...-1.00- '1.90 1.00 1.00 LL 1:00 '::::....,;42::&.1.00 . 1:00 1.00 ;. 1.007777 Incrementat Delay, d2 1.5 2.0 0.6 0.4 1.4 0.8 0.6 0.6 1.5 PART(*) . . . 14.5 :?7:49,,t;•:_,21.0 17.3 28,6 20:8 20.9L. 20 5 : 336 Level of Service B C B C C C C - C Ar rc t Dela)la(s} . '247 ' ' "° x -....._2871_,'''-• 20.7 " . :33 6 _ Approach LOS C . C ,r_.. ._s C . . .._.. •..:._:. _.. r ..._ ., ,. _ _.. 3fu-tiN1/445'hS : A's - X,.i<: t —: 'a="x :. ::477 . 4. HCM Average Control Delay 25.3 HCM Level of Service C HCM Volume to Capacity ratio,. L.L. 0:42 '"'" '."" Actuated Cyde Length (s) 100.0 -sum of lost time (s) 16.0 tntersecbon Cap ty Uhtizabon ` 09 7 CU teI of Service;:� µ A '1 ,rt c Critical Lane Group Pelican Shores (LSC#011270) 10/31/2001 2021 PM Background Synchro 5 Report Tammy Lamey Page 1 lscinccs2-st51 HCM Unsignalized Intersection Capacity Analysis 2: CR 28 & CR 13 10/31/2001 4\ T j d R'Moverrle'5tx" T "_77H'EBL:":'t*df₹W°`F;NBL,`,"'NBT'"SSBT' ".SBR :""' Lane Configurations ►fr 4 j. Sign Control. Stop FreeFree . Grade 0% 0% 0% Peak Hour Factor 0.92 092 0.92 0.92 0.92 0.92 Hourlyfowrate`(vehlh) ._;,w0 0 0 :-, .362 155 0 Pedestrians Walking Speed (ft/s) Right turn flare (veh) Median type r °; ?r None'"" ,: . 5 t 2 t Median storage veh) r,t vC1, stage 1 conf vol ta e2eontv4E - w tC, single (s) 6.4 6.2 4.1 tF (s) 3.5 3.3 2.2 poqueuefree°°la „_r9,w100y.3.100 100 a. . . cM capacity (veh/h) 525 890 1425 Y04,114 Totat Volume Left _. 0 0 0 n Y.-6104.1 Rrg_M,, P. - ,. 0 cSH 1700 1425 1700 Volume to Ca c 4OQµ 15 00 09 Queue Length (ft) O 0 0 Control Delay( ). `.v ,r"_N0 Lane LOS A .. Approach LOS A Average Delay 0.0 Intersectio Capacity Utilizatron .LL... '*24 9% °. CCIJ Level,of Service A. ' ..._ _, _ . . Pelican Shores (LSC#011270) 10/31/2001 2021 PM Background Synchro 5 Report Tammy Lamey Page 2 Iscinccs2-st51 HCM Unsignalized Intersection Capacity Analysis 4: CR 26 & CR 13 10/31/2001 Movement E1 L ,. B R'°WBL ' WBT. WBR ,1VBL1""':14BTr' '13'BR .'SBL' `5$T• 7'SBR Lane Configurations 4. 4. 4. 4> Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Volume(veh/h)`, a 13 A 4 2 0 4 ? 327 2 2' 141 2 Peak Hour Factor 0 92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate(veh/h) „ ,14;. D u 4 2 0 ` 4 2 355 2 2 a 153 pmt 2 Pedestrians Lane Wi ft) 1 t " k Walking Speed (ft/s) f?erc Elocggir x ," r t t= t m , v Right turn flare (veh) Median ty w� .Nogre + .None . , • Median storage veh) vc do cling volume ,, '52 1 � ` ;3 524 52f..:. 35 V55 w.M. . <: 358, ... . . .. vC1, stage 1 conf vol .. vC2;,stage` coonf vol a tC, single (s) 7.1 6.5 6.2 7.1 6.5 6.2 41 4.1 tt tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p0 queue free,%±!'>d t :.:97 ti 100 _100 ;100 z 100 ;.'99' 100 ,=` 100 cM capacity (veh/h) 460 459 892 460 459 688 1425 1201 Volume Left 14 2 2 2 Volume Rihf' .a t i r o . 4 Zx' cSH 519 590 1425 1201 Volume to OO4 o0 x00 10a Queue Length (ft) 3 1 0 0 Control P#149,01:, #2 2 Lane LOS BB A A Approach Delay(s)+_. 12 ,: 11 2 . ..01 W 4 1 411, :' '`` Approach LOS B B Average Delay 0.6 lnfe�rsecUar Capacity'tUtilization 5% " , a ICLfi Level of Service Pelican Shores(LSC#011270) 10/31/2001 2021 PM Background Synchro 5 Report Tammy Lamey Page 4 Iscinccs2-st51 HCM Unsignalized Intersection Capacity Analysis 6: CR 24 & CR 13 10/31/2001 Movement , .? ., . EBL`"EB E1#R r'"WBL R"03p7yo„ rNBL .ff INIBT"NBR gat 7:7 • SBR' Lane Configurations 4 r 4, fj, 4, Sign,Control Stop Stop Stop Stop Volume (veh/h) 73 288 199 2 115 35 149 89 4 13 100 41 Peak;Hour Factor 092 0.92 D 92 C),92 "'0.92 0.92: 0.92 0.92 D.92 - ,0.92 0.92. '0.92 Hourly flow rate (veh/h) 79 313 216 2 125 38 162 97 4 14 109 45 Volume Total (vph) 392 216 165 263 167 Vo►ume Left(vph) ._. . u. 79 1 ,. 2,r 162 14 . Volume Right(vph) O 216 38 4 45 Departure Headway(s) 6.1 5.4 6.0 6.2 6.1 DegeeUtilizatwn x.' 066, x.33 028E 045 0.29 . „s � u _._w . ., .:` Capacity(veh/h) 576 642 466 543 549 ,. — Approach Delay (s) 15.8 11.3 14.2 11.6 !:,��`Ji.'Y`�'' �. -�.S '� �. �'a� `�4'.;.'..- .,,T,. `'"�`��a ": s+r.*��aa""",, a`$5�` 4'?n'�„�•'�^ .` r�.�„' j�,�s� .� Delay HCM Level of Service B intersection Capacitf Utilization 66 7% ICU Level of Service<_., ,. _., _ ft`$_ ._ _,_ Pelican Shores (LSC#011270) 10/31/2001 2021 PM Background Synchro 5 Report Tammy Lamey Page 6 Iscinccs2-st51 HCM Unsignalized Intersek-tion Capacity Analysis 7: CR 24 & CR 9 3/4 10/31/2001 t V _._ 7,a- �rtavement"` r"�". �' tB7"�',111tBT r Ut/BR 'SBC"'SBEt """"`r '7"" "77"` Lane Configurations 4 T. If Sign Control Free Free, Stop Grade 0% 0% 0% Volume(veh/h} _. .. .' :31 825 494° Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourlyttowrate(veh/h)y,v 34 "897 5537' 4;v 14 23 Pedestrians Lade Sltkdee � : s G Walking Speed (tts) Percent Right turn flare (veh) Median ty ` None t s Median storage veh) uC contf volume 541 1:503 '� 39j vC1, stage 1 conf vol . .,. .., .� .. .. W.,._ �. uwe � ,n . �,._. vC2-stge2',cont tC, single (s) 4.1 6.4 6.2 x x cM capacity (veh/h) _. 1027 129 542 Volume Total 930 541 43 Volume Lefr ' 0 r a a �w �_ Volume Right 0 4 29 cSH 1027 1700 206 Volume to Capacity 0.03 0.32 0.16 {Control Delay (s) 0.9 0.0 21.1 Lanel OS Approach Delay (s) 0.9 0.0 21.1 A roach LO . F tp� a s,,,_ -:4 s ,• e ,� Intersection Capacity Utilization 90.9% ICU Level of Service E Pelican Shores(LSC#011270) 10/31/2001 2021 PM Background Synchro 5 Report Tammy Lamey Page 7 Iscinccs2-st51 �'• .1 HCM Unsignalized Intersection Capacity Analysis 1: SH 66 (CR 30) & CR 13 10/31/2001 f ~ 4 1 t P �► 1 d Moyemen€ i T` EBr`EBT. 'BBF I; WFB517t)USBT„'WBR ""NBL. ,"NBT ,NBR'7SBL:;=" BT -SBR Lane Configurations ►f 14 r '1 ti, t e 4, Sign Control Free Free Stop Stop Grade 0% 0% 0% 0% Vdlume-(veh/h)a 24 ;309 55 ` 82 .,:766 4 49 20 21 , ` 19' 115` ''147 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (veh/h)a 25 336 60 89 833."., 4 53 72 23 21 z 125',';160 Pedestrians Walking Speed (ft/s) Right turn flare(veh) 8 ins Med�arrtyp ,, 4;v11 . .r �`. ,.. _ ._,. .._.r, .. ..._ _ . ,.,, None _. , �__,_ None. '.::, Median storage veh) vc conflictr vofumc 83T u v u 1205 1403 168 1255 1461 418 vC1, stage 1 conf vol uC2 sage 2 conf vpl�,_ . . tC, single (s) 4.1 4.1 7.5 6.5- 6.9 7.5 6.5 6.9 1•dVbA- tF(s) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 cM capacity (veh/h) 793 1159 0 124 847 99 114 583 Volume Total 26 168 168 60 89 555 282 53 45 305 Votume Leif >.-,.F 26 ' ''0 0' 0 is 89 0 M 53 0 21 VolumeRight 0 0 0.2 60 0 0 4 0 23 160 cSH; rir's X793 1700 y 1700 1700 x(159 ,'1700 X700_" 0 970 "194 Volume to Capacity 0.03 0.10 0.10 0.04 0.08 0.33 0.17 Err 0.05 1.58 Control Delay(s) 9.7 0.0 0.0 0.0 8.4 ry 0.0 0.0 Err 8.9 327.0 Approach Delay (s) 0.6 0.8 Err 327.0 Approach ,. F. x` . ...... 1 + Intersection Capacity Utilization 60.7% ICU Level of Service B Pelican Shores (LSC#011270) 10/31/2001 2021 AM Total Synchro 5 Report Tammy Lamey Page 1 Iscinccs2-st51 HCM Signalized Intersectioiu Capacity Analysis 1: SH 66 (CR 30) & CR 13 10/31/2001 }I --ril" c k t P \ 4/ ovemenF EBL .':EB'1 'EBR WI L71NBT- -V1IIiR'77"„, ' N BT NBR S Lane Configurations ill ?t r ' ft. 11 + T 4._. Ideal Flow(vphpl). •1900 1000 1900` ' 1900 1900_ 1900 1900'a:. 900 • '900 • 1900 1900...,1900 Total Lost time(s) 4.0 4.0 4.0 4.0 4.0' 4.0 4.0 4.0 - 4.0- Lane Util; Factor, : ^ : :1.00 0.95 100 •1 00::: 0:95 , :1.00 1.00 100 :' >: ..1:Ot}-`:-s' hi • 1.00 1.00 0.85 1.00 1.00 • - 1.00 1.00 0.85 0.93 l=it Protected .,' "0.95 1.00 -1:00 `'0 9� 1:00 '.. -0.95 ' 1.00' 1.00 ..;��:: 1 00 '�^-:. Y Satd. Flow(prat) 1770 3539 1583 1770 • 3537 1770 1863 1583 1725 Flt Permitted 4.19 .09,..s:1 1.00,. 0.47,,,L, 1 00 ytt 37-.s.. '.1.00 1.00 9.98:1Z..7!:]1 Satd. Flow(perm) 355 3539 1583 876 3537 686 • 1863 1583 1704 Volume(vph) • 24_.:: 309':`; • 55. , ' 82 786'74E:4 ?49 20 `21 19 . :17}54;a474 .,�'14Z Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Ad1..Floyy(yph.) 26. ` 336_. 60 89 • 833' 4 :!,7153‘... . 22' . 23 21 :::,•'-.125::3710, _ 60 Lane Group Flow(vph) ' 26 336 60 89 837 0 53 22 23 0 306 0 Tun).Type,:: pm+pt -:::•!,....Perm'pm+pt - • . . pm+pt '..T.;:__-., Perm _Perm =_13 Protected Phases 7 4 3 8 5 2 6 Pern°uttectases` '741 _4 - 8 7n 2 2• 6 ;F "`: Actuated Green, G (s) 42.0 34.0 34.0 46.0 36.0 44.0 44.0 44.0 31.0 Effective Green.g(s) 42.0 .34.0.. 340 ._46.0 36:0. "44.0 44.0 ' . ,; 44 0 ` '31`t Y ,.:` "s: Actuated giC Ratio 0.42 0.34 0.34 0.46 0.36 0.44 0.44 0.44 0.31 biearance-Time'(s) . i4-:0:,:;-4.0' . •4.0 4.0` ' 4.0 4.0 4.0 • •4.0 ,N •'40 .T.3.-; Lane Grp Cap (vph) 262 1203 538 492 1273 399 820 697 528 v/s Ratio Prot 01111:::: 0.49 c0.02 c0.24 z c0 01 , 0.01' . ::;'.j:',.'1?,-:',.:;, -ii v/s Ratio Perm 0.03 0.04 0.07 • 0.05 0.01 c0.18 vtc Ratio 0.10 0.28. 0:11 • -0.1877 0. 0.13 _0.03::, 0:03 ,0.58:' Uniform Delay, 61 18.2 24.1 22.6 15.5 26.8 17.7 15.9 15.9— 29.0 progressipn Factor'�'' 1.00 1.00 1.00. y.1.00: , 1 Litt .1.00 1.00 1..00 ..0 00 r x. Incremental Delay, d2 0.8 0.6 0.4 0.8 2.7 0.7 0.1 0.1 4.6 belay,(4)7..'::` . 19.0 24.6 * 23.1.:.-:-..• 16.3 29.5 :•18.4 `15.9 : .16.0 `! r, 33.614;',-,:rig; , Level of Service BCC BC BBBC Approach Delay(s) .. -. 24.1 . ":.v-, _ -. 28.2 . • _ 17 3 ::::;-',,,".•......:, 33}6r y Approach LOS C C B C interaeCt M?? .:4:,—.. ,,.-.�.Y..s` ,7473kr. 'k k ' '`y -C+^tea ci.-a' .;:,.y 'tr. . :'.'..='a.»w.- ^•+r' .. HCM Average Control Delay 27.6 HCM Level of Service C HC.M,Volume to Capacity ratio . .0.53 Actuated Cycle Length(s) 100.0 Sum of lost ti me (s) 16.0 •r sate - .n^r a'. tR :_ ... r�^Y,•l',Er•„y'*a vice.h —F. 4Y,.., ku rv„ ?��i�r•.+4` ml<ton Caps 1ty U6liiifi- r► 601% . ICU Level of Service" `�,,,Vic` .,- r.. �y.. �n - ,�.ter.._�....., .:... . . _ , c Critical Lane Group Pelican Shores(LSC#011270) 10/31/2001 2021 AM Total Synchro 5 Report Tammy Lamey Page 1 lscinccs2-st51 HCM Unsignalized Intersection Capacity Analysis 2: CR 28 & CR 13 10/31/2001 t l " M&vetneni -EBB.T 't=BR ,'NBL°' NB1' SST' °i',$g?M- 7' . Lane Configurations 4 t. Sign!Control Stop Free 'Free Grade 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92' 0.92 0.92 Hourly♦flaw rate(veh/h) 0 0 0 99.,-- 274. s tt . U, Pedestrians � eWdtb fta .r « Walking Speed (ft/s) Right turn flare (veh) Mediantype if a ,, F x . _. .. i _ . ° , Median storage veh)t vC= nficting men, 373 ... Y 274_> . ,. . uP !e.. : r.:;lZ? ' w._. . `:r Ft !'. a .. _,. vC1, stage 1 conf vol vC2,'stage 2 conf tC, single(s) 6.4 ° 6.2 4.1 tF (s) 3.5 3.3 ° 2.2 p0`gireuef`ree?° 100 . 100 t 100* z +. r cM capacity (veh/h) 628 765 1289 ,.,�, ..,... .. ._. .:m ,x. ':.:. k Volume Tota _,_ �.w Volume Left 0 0 0 cSH 1700 1289 1700 Queue Length (ft) 0 0 0 Control Delays) 0 0 #.0 z. 0 i Lane LOS A A reach Delays 00 0.0 0 0 Approach LOS A Average Delay 0.0 Intersection Capaciy Utiliization " "177%- , x lCi9 l=evel of Service p� ..`. Pelican Shores (LSC#011270) 10/31/2001 2021 AM Total Synchro 5 Report Tammy Lamey Page 2 Iscinccs2-st51 HCM Unsignalized Interse...ion Capacity Analysis 4: CR 26 & CR 13 10/31/2001 WBL Lane Configurations 4. 4, 4 4. Sign Control :" Stop Stop Free Free Grade 0% 0% 0°% 00A, V 4_ .. ,9.. :.,._. '11"4 :: .,. 2 96 35 7 242 5 'Volume(vQ.hlh) .._+F_.�.... 8 7 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0,92 0.92 0.92 0.92 0.92 0.92 0.92 ourt fta�lv`rate, vehfh) 9 ' 4 10 8 Y 38' 8 263 5 Pedestrians Lane Width(ft) '' ;:: ;_ „ `r Walking Speed (ft/s) Percent a `` j.. ... e.es...._ _ .. ,....,a.i._..d 1 =`"�"tS:.•^.ts�.L`�''......'•s.:.'�F:k'�'�.'`'.�f":€ua�,:,�?ai�:rJ•�1....'_fc....r..,-.. .. _..._�..}.si.:v�'o,... Right turn flare(veh) Medtat t pe None • r ,:`;f <:_r...= Median Storage veh) vC;ealiang volume 473 ` 428 266 vC1, stage 1 conf vol vC2 Stage 2 conf vol tC, single(s) 7.1 6.5 6.2 7.1 _..> 6.5 '6.2 4.1 .�, v..-.M... 4.1 tC 2 iti9e'(s_A tF(s) 3.5 4,0 3,3 3.5 4.0 3.3 2.2 2.2 P ' ve free-/0 98 99 99 `99 `'V99 O _ ' 99 100 . ... 99 n.: CM capacity (veh/h) 528 516 773 530 527 927 1295 1440 3 y Y�. '"��6p Alf.iv 'Qt:..... tt+as.r" r�l•.....g��.'4•:'r` us-S' -f."'z7'""F.4":'y �..-."C ..>""•''" T"'w?s+7,.t �{ ut..� � .V'�1,_, w. • - >7. "d+. f'S..�' .�T.'° 't �`, _ ,iF�•`T ��. ;r ^Z"'� 1/ lurne Total ' 23 • 24 145 276 T�w,.•� ,x.�� Volume Left 9 8 2 8 J�rrvj.-;^.S..;:�-• . , ^_,: • '_;at - w;T 5:x:71.y,,:A°i-::7iXl.v:�=zi,:''r.-1:0 - ,.'�,;r;:r,�-.. .10 12 38 5 r :' cz G Yi :;r v}" ' �.•d'+7 -n.u...�, rs 4.,4....t. ...1.._.._.s...,.YL�s.'...,..._..`.� _..w.h- cSH 608 674 1295 1440 Volume to Capacitor _,"0.04".T 0.04 . 0.00 ;0.01.._... ..• Queue Length(ft) 3 3 0 0 0.3 '� � � � w r "X•�4 ,..,_ �r Lane LOS B B A A A,,.ppr'o ach Delay:(s) ::_: 11.2 10 a 0.1 0.3 Approach LOS B B - _ � �'•,.Y.r'_w,.� Average Delay 1.3 .. .,.r ..•.-. _.......:,� Y .��,,.,t. T''ie=•ta F Y4 _ ..� y 7,.n —,,.fie f'.�.yr. t .lr�:'_ 'nt. L i J.,J� .. on Capacrty` Q . ,,. ,. 7, evei`ofSefvii:•�.:y"A s_� � `'=Z$ �`" `'ai:LCU t C4 u ;r, .-,...r..... • .....,.�................. .ss�.t..,.......-�..�� ........... .. dc+...^.,_...... �:.:_Y ins>sa...w.rsSCa�' ...,�_. ,r.;^.s...._ .._ Pelican Shores (LSC#011270) 10/31/2001 2021 AM Total Synchro 5 Report Tammy Lamey Page 4 Iscinccs2-st51 HCM Unsignalized Intersection Capacity Analysis 6: CR 24 & CR 13 10/31/2001 '- t h t t 1 d Movemenf` , 2-7 ' . " ;;EBL ':EB')r EBR;_';'WBL ";WBT WBR. NBL `: NBT` NB12 S81 "_"SBT SB1R Lane Configurations 4 r 4* 4. 4 Sign Control.; Stop Stop Stop Stop Volume(veh/h) 31 136 138 7 206 17 175 79 0 20 110 82 Peak;Hour Factor `;D 92 9. 2 0.92 . 92' :0.92 D.9 0.92` ` 0.92 9.92 0 92 0.92 D.92 Hourly flow rate (veh/h) 34 148 150 8 224 18 190 86 0 22 120 89 Volume Total (vph) 182 150 250 276 230 Volume Right(vphi 0 150 18 O 89 Departure Headway (s) 6.4 5.7 6.1 6.0 5.8 Degree Utilization,x ,. Ft 32 - 0 24 D 42 ` '046 A 37 Capacity(veh/h) 528 584 492 554 587 Approach Delay (s) 10.4 13.4 14.1 12.2 µ HCM Level of service B Intersection Capacity Utilization ,_c 55 7%., ICLI' r Pelican Shores (LSC#011270) 10/31/2001 2021 AM Total Synchro 5 Report Tammy Lamey Page 6 Iscinccs2-st51 HCM Unsignalized Interseu...m Capacity Analysis 7: CR 24 & CR 9 3/4 10/31/2001 r tiAa ernent., :;"= ) ."tBL ';EBT .V 137--,r rXgf °:SBL'':SBt '` - , .. Lane Configurations 4 I) 'V Sign;Controt Free , Free Stop Grade 0% 0% 0% Vole me.(veh/h) 46 . .423 .9 3 '. 11 7 . 39 Peak Hour Factor 0.92 0.92 0.92 6.92 0.92 0.92 Hourly flow rate(uehth) 60 460., 058wµ y12 8_._, ,4 ,k v. . ,.. Pedestrians Walking Speed (ft/s) Right turn flare(veh) Median storage veh) v'C nflictingvolume 107D 1623 1064 vC1, stage 1 conf vol vC2,stage 2 icons vo( a,; tt tC, single (s) 4.1 6.4 6.i tC•� � e k�', uiv .:a � s`:... ...c.�. .-:.3r ._ ..34...a .u...wx i ire 04s 271 ,.. M capacity (veh/h) 652 asa 104 2710 ^, 'mom,+"'. '9; 'c 2'K'zr .'�" u-t Volume Total 510 1070 50 Volume Right 0 12 42 652 ;11700 218 Volume to Capacity 0.08 0.63 0.23 Control Delay (s) 2.1 0.0 26.4 Lane LOS D Approach Delay (s) 2 1 0.0 26 4 w _ '`�^'" y'Y.'i°'yv,,M R t y + � .,.m.,.• . r..:_ e?c -a >,r� _ Average Delay 15 Intersection Capacity Utilization 96.7% ICU Level of Service E Pelican Shores(LSC#011270) 10/31/2001 2021 AM Total Synchro 5 Report Tammy Lamey Page 7 Iscinccs2-st51 HCM Unsignalized Intersection Capacity Analysis 3: Access & CR 13 10/31/2001 1 t Moaement _"" `:EBL'".E13R NBC;,` NB}'. "SBT .,`SgR Lane Configurations 4 S, Sign>Control Stop 7 Free Free Grade 0% 0% 0% Volume(veh/h) ._ 3 ,, .I5, ,. L 27'77 88 :,.251 1 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly#law rate(veh/h) 3 _v ._:a5 2 96 , 273 1 Pedestrians Lane'tl dth;(ft�„` ` Walking Speed (ft/s) Pe`rcentBlockage ` � y Right turn flare (veh) .._ _.. . ? <"n�E Median storage veh) uC, conflicting volume 373 27V3 27�} ... �.. ... _ S..,x,3t4 ,_....-: _. ... .. .-.Y. . a t; ....... . .... . ... .. . ...,. vC1, stage 1 confvol v32,stage 2 c onlvol . tC, single (s) 6.4"* 6.2 4.1 tF (s) 3.5 3.3 2.2 Pp queueiree° ! 99 99 ''100 f ,... cM capacity (veh/h) 627 765 '1289 !*-�K.�. �`. Volume Total 9 98 ,w274 Volume Left 3 2 0'4 Volume Right 5 0 1 cSH X707 1289 1700 Volume)d Capacity 0 01 O 00v..,Q 16 :- _U .. ._, ,u£...t , Queue Length (ft) 1 0 0 Control DelaYAsj :.10:27, 0.0 � ..�. . ._ Lane LOS B A ApproachDelas 102 d2 0© Approach LOS B Average Delay 0.3 Intersection Capacity`tl6fization 24 4%` `` ,ICU Level of Service A Pelican Shores (LSC#011270) 10/31/2001 2021 AM Total Synchro 5 Report Tammy Lamey Page 3 Iscinccs2-st51 HCM Unsignalized Interseuion Capacity Analysis 5: CR 26 & Access 10/31/2001 D. 4 t \. d Aifoaerpent "'...EBL"7"EBT WB R, ` BL 7:Bkr7 i 7" Lane Configurations 4 1, %it Sign Control; Free Free Stop Grade . 0% 0% 070 _. ., Peak Hour Factor 0.92 0.92 0.92 0.92- 0.92 . 0.92 Hoy lTow,rate(veh/h) «'8 .' . _ 4 14 Ped3est{riia(nLs Lane Widti Y ' Walking Speed (ft/s) Percent Blockage s i, ` Right turn flare (veh) Mheiantype� .,_ _bw�- ..,� , Nona„ .. .� . . Median storage veh) vC,conflictin volume t !u 12.,ks. 20 1 D vC1, stage 1 conf vol tC, single (s) 4.1 '6.4 , 6.2 tC,2 stage(sX h tF(s) 2.2 3.5 3.3 p0 queue free% 100 -" 99 `100 cM capacity (veh/h) 1607 997 1072 Volume Total 9 12 16 Volume Leff a 0 1d_� �' ` Volume Right 0 4 2 aSH; 607 i 10 X100& k� . . Volume to Capacity 0.00 0.01 0.02 Queue Length Control Delay (s) 0.9 0.0 8.6 LaneLOS Approach Delay (s) 0.9 0.0 8.6 777 Average Delay 44-. Intersection Capacity Utilization 13.3% ICU Level of Service A Pelican Shores (LSC#011270) 10/31/2001 2021 AM Total Synchro 5 Report Tammy Lamey Page 5 Iscinccs2-st51 HCM Unsignalized Interse. .on Capacity Analysis 1: SH 66 (CR 30) & CR 13 10/31/2001 c4— k4\ t ti r MO, . „ . __ ,.C E L M rilTM l w7:, B `IMIr s sSaT=,sBR Lane Configurations 11 14 r "I + 1. T r .1. Sign Control Free Free ' Stop Stop Grade 0% 0% 0% 0% Volume(veh/h) --'",,,17.1":-.2;1:323;. 17A1,,1-:::5:::$±1-72;g0:,. 467 15 t. 94C.: 138'. 98 11 37 33 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 HourlyftS rate(veh/h) s 150 616 104 „22. T=508 y y16 102 !: 150 „ 107 Y.. 12 . ..40 z, . 36 Pedestrians Walking Speed (fUs) Per t`er y m ayN 1s i t i lz &n Right turn flare(veh) 8 � Men Median storage veh) vO,cdntlictmg volume r 524 , c 921 1470= 1684 r :408 1!96 u,1780 y;'262 vC1, stage 1 conf vol 2, s e2confvd 1..e w >W e. 2 u""` z s" T w ': 1C,, single (s{) 4.1 4.1 7.5 6.5 6.9 7.5 6.5 6.9 _mss.. .. . — tF (s) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 cM capacity (veh/h) 1039 737 39 77 592 0 68 737 Volume Total 150 408 408 104 22 338 186 102 257 88 Volume Right 0 0 0 104 0 0 16 0 107 36 cSk1 ti;1039.1700 :1700' 1700 ,s737 s170( 1�00 39 :304 -. Volume to Capacity 0.14 0.24 0.24 X0.06 0.03 0.200.11 2.60 0.84 Err Control Delay (s) 9.0 0.0 0.0 0.0 10.0 0.0 0.0 943.4 57.4 Err _`' Approach Delay (s) 1.3 0.4 309.7 Err !A MLroac T L,O Y Y"Feca' ¢Er. r - o a ' t r x y r; ?la Intersection Capacity Utilization 48.2% ICUrLevel of Service 'A Pelican Shores (LSC#011270) 10/31/2001 2021 PM Total Synchro 5 Report Tammy Lamey Page 1 Iscinccs2-st51 HCM Signalized Intersection Capacity Analysis 1: SH 66 (CR 30) & CR 13 10/31/2001 J 1 { t 4\ 1 P ti 1 d I er~nent ' ., 7tr `E$T"_ I=BR SVAIC Nar W R ,- N62 ;NBT NBRTSBl` ' `SB7 .SSBR Lane Configurations 1 TT r i tt. 1 f r 4* Ideal Flow(vphpl) 1900„ 1900 1900 ;1900 1900 ,1900! 1900 1900 .1900 1900 1900, 1900 Total Lost time(s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane_Utit Factor 4,1;00 '0.95 a 1.00,rry 1 00 0 95 1.00 1.00,'. '''':11',.,p9,-:::::. -,.1-:-1.00 Frt 1.00 1.00 0.85 1.00 1.00 1.00 1.00 0.85 0.94 Flt Protected � 4.95 X1� 00 s 1 A0 A 95 1:00 t= 0 95 -z:100 1.00 `0 99 ` ' Satd. Flow(prot) 1770 3539 1583 1770 3523 1770 1863 1583 1748 FltPermittee 030 "1.00",1001 x024 1.00 0$8 ,t400tti`•1.00 i `0.96, ' Satd. Flow(perm) 561 u 3539 1583 452 3523 1088 1863 1583 1687 Volume(vph) 138 :75'1 96, >20 463 ..4,., 1 9 ,, eµ 4 138 . . .98 11 r 37 • 33 Peak-hour factor, PHF 0.92 0.92 0.92 ;' 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Ad)'Flow(vph)x . y Yu150 , 816 ' 104 22,i:a. 508 116Iji,:la'102 ::.450. ''107 12 r „'„40'.1;,:,_36 Lane Group Flow(vph) 150 816 104 22 524 LL 0 102 150 107 0 88 0 Turrt'Type,_ ,. 1; l?ra*pt. 2�-4..1 F4 P.ectnpm+pt ;_ 1 pm+pt ':: Perm Perm,- _: Protected Phases 7 4 3 8 5 2 6 Permitted Phases , , - 4 ' 4 -; .. 8 : ' , .'''12::,-",)h'-.7:,': 2 6 Actuated Green, G (s) 53.0 38.:0 38.0 43.0 32.0 .__ 39.0 39.0 39.0 21.0 tl J Effective Green g(s) '53 0 v 38 0 38 0 43 0 32 fl 39 0 39 0 -39:0''''::,-,-,:,;":'; 21 0 Actuated d/C Ratio 0.53 0.38 0.38 0.43 0.32 0.39 0.39 0.39 0.21 Y.._ Clearance Time(s) x 4 6 T`4 0 4.0 d.0 44.0 4.0-.1.'4-05::::-:;5. '4:0:--:`''', 4.0 - ', Lane Grp Cap(vph) 503 1345 602 339 1127 520 727 617 354 v/sRatioProt d ....cO05 cO23 00f 0.15, v, _ -c 2.003 e008 ;' 7'y v/s Ratio Perm 0.11 O 07 0.02 0.05 0.07 c0.05 v(c.Ratro y 430 f1,61 :U 17 fl 06 4.46 0.20 T 0 21 017 0 25 Uniform Delay, dl 13.0 25.0 20.6 16.9 27.2 �� 20.1 20.2 20.0 32.9 Procession Factor ' ' p0 1.00 a .100T 1 08` 1 0 1 00 "!1I 00 '1.00 100 Incremental Delay, d2 1.5 2.0 0.6 0.4 1.4 0.8 0.6 0.6 1.7 Delayl(s) 14 5 27`§„7112 .. 173 ' "28 5 „ 209 W 20 9 520.6' 346 Level of Service BCCB C C C C C Approach Delay(s) _ , ._ n 24 7_ t f . X28 1 �. . . . x.`20 6 .. _ 34 6" .' Approach LOS C C HCM Average Control Delay 25.3 HCM Level of Service C t#CMVolumeto'Capacityyratio . 042 ,, ' . __ Actuated Cycle Length (s) 100.0 Sum of lost time(s) 16.0 Intersection Ca`aci Utiliization y n48 2%_ r ►CU Level of S ice_.. b,; t.A :. c Critical Lane Group ti Pelican Shores(LSC#011270) 10/31/2001 2021 PM Total Synchro 5 Report Tammy Lamey Page 1 Iscinccs2-st51 HCM Unsignalized Intersecuon Capacity Analysis 2: CR 28 & CR 13 10/31/2001 t ♦ d M vernent ""„ 'EBL.. s.ti X81=" tits` SSC3" .S 2. Lane Configurations ►e 4 1' Sign Control Free • : Free Grade 0% O% _ 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Poorly flow rate(vettlt9, 0 0 ,k 0 353 166$ n.. D Pedestrians Walking Speed(ft/s)µ Right turn flare (veh) Med type None Median storage veh) vC,conf ictmg volume 525„ 66 x 66 ! y W . , r M, vC1, stage 1 conf vol QC2,stage:2_conf vot , tCnn,rysingle(s) 6.4 6.2 rv'4.1 tF (s) 3.5 3.32.2 p0'queue free% [00 , M100 l00 cMcapacity (veh/h) 513 878 1412 �� n Volume Total r r 0 359 166 Volume Left <. R 0 0 0 YQIYmelz�g�grlt5 tv'. .rv. ry P�.� � it .�� .i .ti. cSH 1700 1412 1700 Volume to Capacity, . 0' . S 00 0.10`� 7 ; =� Queue Length(ft) 0 0 0 w Control Delay(s) . , t r b 0 0.0 b Q`p s Lane LOS A Approach Detay (s) .n 7,0.0,r :U' r rx . , ur A Approach LOS Average Delay 0.0 Intersection:capacityr Utilization_ i `1 "22.2% , ICULevel o Service . A Pelican Shores(LSC#011270) 10/31/2001 2021 PM Total Synchro 5 Report Tammy Lamey Page 2 Iscinccs2-st51 HCM Unsignalized Intersection Capacity Analysis 4: CR 26 & CR 13 10/31/2001 MoVemen₹,., :'' „ ' EBL".`FBT"-°"E=BR "WBC':'WBT WBR"3' L;": :NBT,"""NBF1T'SBL. SBT SBRR Lane Configurations 40 44 44 44 Sign Control Stop Stop ,Free Free Grade O%O%O% 0% 4 10 331 2 2' , 143 9 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 2: 2 -:;,1-2:74;:-155 10 Pedestrians Lane V dtn (ft) Walking Speed (ft/s) PercentBlockag a ,. . , w„ �,J Right turn flare(veh) Median type,_r` None None Median storage veh) vC conflictin volume 552 " 5543 160 552 361 165 vC1,stage 1 conf vol vC2,=stage 2 conf vol :c, 5 tC, single (s) 7.1 6.5 6.2 7.1 �6.5 6.2 4.1 4.1 ._ � tC2stage(s _._ a_ . . . �. . .. . _ _a. 4_ tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 100 9 99 100 cm capacity(veh/h) 439 440 885 434 437 684 1413 1197 Volume Iota[ 28 n fi 373 167 ?; v Volume Left 20 2 11 2 V / , F10 s t ., . olume R ht ;w �9 4 2 cSH 519 574 1413 1197 Volume to Capacity 4F 05 '0.01 `.001 U 00 34x; . .., w_.._.. Queue Length (ft) 4 1 1 0 Control Dela:=@ f2 3 11`3 0 3 01 s' ' ; Lane LOS BB A A Approach LOS B B A IS Average Delay 1.0 Intersection Capadty Utilization 33 3% t ICU Level of Seance A Pelican Shores(LSC#011270) 10/31/2001 2021 PM Total Synchro 5 Report Tammy Lamey Page 4 Iscinccs2-st51 HCM Unsignalized Intersection Capacity Analysis 6: CR 24 & CR 13 ` ! 10/31/2001 1 T '_ k- `t t t `► 4 men"/ BLS` 'Ellin/ BBR","7.WBL"`WBT;rWBR� NBC`',`413T.7 °INBR , SB =L 'SBT :SB Lane Configurations 4 r 4. 4. 4. Sign'Control_ Stop Stop Stop Stop Volume (veh/h) 82 288 199 2 115 36 149 92 -4 14 101 46 Peak Hour Factor ( 92 0.92 0,92 9 92 ,0 92 0.92 0.92 ; 0 92 0;9.2 0 92' 01.92 0.92 Hourly flow rate (veh/h) 89 313 216 2 125 39 162 100 4 15 110 50 Volume Total (vph) 402 216 166 266 175 Vo►urne feft(vph) 89 _ >? 2 '4 162 16 Volume Right(vph) .. w 0 216 39 4 50i Had`(s) a �.. �_. " � � - .s0`(. ��.`0� _. .p f,:.� tys�,�-0°1.... ��,�` .. . ten, Departure Headway(s) 6.1 5.5 _ 6.0 6.2 6.2 Capacity(veh/h) 572 637 465 539 546 Approach Delay (s) 16.6 11.4 14.4 11.8 HCM Level of Service B Intersection Capacity Utilization r. ,68..0% ICU'Level of Service 8 Pelican Shores (LSC#011270) 10/31/2001 2021 PM Total Synchro 5 Report Tammy Lamey Page 6 Iscinccs2-st51 HCM Unsignalized Intersection Capacity Analysis 7: CR 24 & CR 9 3/4 10/31/2001 II-- t \• r Move nertt .... 7 ` "..EBL :'EBT `WB117WB}R—W13-1472$13r2:='`SEI12 "_ _ • Lane Configurations 4 I. V Sign_Control Free •,Free' Stop Grade 0% 0% 0% Volume(veh/h}„. . 34 : 1334 499 ' 4 13 29 Peak Hour Factor 0.92 .0.92 0.92 0.92 0.92 0.92 Hourly flow rate(veh/h) w 37 907 542 ` ry 4 14 32 • Pedestrians Walking Speed (ft/s) Percent dockage ° `° x Right turn flare (veh) Median storage veh) 1/t; eon icti volume 547 _ .__ .. <1525 ,545 ?.,$ vC1, stage 1 conf vol vC2,stage2 contvol • ' tC, single (s) 4.1 ,. .. 6.4 6.2 tC,� tage Est tF (s) 2 _ ." __ 3.5 �3.3 ._. �. .., . PO 46,666 free% ' 96 cM capacity (veh/h) 1023 125 539 Volume Total 943 547 46 volume Left ,.. _=_V4ZWA f4-1.(),JP:7').a:c.:5:11.c. .:il, . .. ,.." Volume Right 0 4 32 Volume to Capacity 0.04 0.32 0.17 Queue Control Delay (s) 1.0 0.0 21.3 Approach Delay (s) 1.0 0.0 21.3 AverageDelay,;t Intersection Capacity Utilization 91.9% ICU Level of Service E Pelican Shores(LSC#011270) 10/31/2001 2021 PM Total Synchro 5 Report Tammy Lamey Page 7 Iscinccs2-st51 HCM Unsignalized Intersection Capacity Analysis 3: Access & CR 13 10/31/2001 1 t d Movement .. ,, . BL R , N61=. ` WYTT7'- a `SBR . "," `:3: ` Lane Configurations tit 4 14 Sign Control Stop Free .Free Grade 0% 0% .. ;0% Volume(vehlhj >u 2 X50 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate(yehlh) v 2 3 5k ;' 357 163 4. a ;4'. .. f._. Pedestrians Walking Speed (ft/s) Percentfockageg7 ` ,. Right tum flare (veh) Meedian type 5 r One _ ki,,s z. . .,. .,- ._ .. Median storage vehj vC1, stage 1 conf vol vC2stage2ctrvol .P,u< �,< m ,� tC, single (s) b.4 6.2 4.1 tF 3.5 3.3 2.2 pogaeuefre cM capacity (veh/h) 506 879 1410 �}i•�Y, bRs�',Wiittt> ' "'''t `- . ..d„".r.'. Volume Total 1€ Volume Left 2 5 r 0 Volume Right `r 3 cSH 679 1410 1700 Volume to Capac€ty w„,„ ,0 01 0.00' 0 10 < , Queue Length (ft) 1 0 _ 0 Control Delay 'w5 103 0,1t 00 F ' Lane LOS B A ApproachDelay(s _'x.,.103 70.1 yl OQ:r ,. r1: 2 _. _ . ... _ < _, _. . Approach LOS B 1 gg � rt . ..,-.-... ,. �r3:...: . _ ,a '-� L�... S.. <W*,c..,>^ F f'3. =,o .� ' : ., '�'+" , , ,, ,:.." Average Delay 0.2 Intersection,Capacity t ulization 30"6% `v ICU Level.of Service "'' A __ _ .. , Pelican Shores (LSC#011270) 10/31/2001 2021 PM Total Synchro 5 Report Tammy Lamey Page 3 Iscinccs2-st51 HCM Unsignalized Intersection Capacity Analysis 5: CR 26 & Access 10/31/2001 ~ L fo'uement "EBL" ;EBT WBT7;,;WBR " SBL 7SBR: Lane Configurations 4 �1r 4 Sign,Control, Free Free - ! Stop Grade 0% 0% 0% Volume(veti/h Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92- Hourty flaw rate veh/h}. 2 20 Pedestrians Lane Width(ft) Walking Speed (ft/s) Percent Blockage Right turn flare(veh) Median storage veh) VC°confiehng volume 22 ,w_ , 38 a 14 yelp stage 1conf vol _ vC2 stage2confvol r tC, single(s) 4.1 6.4 6.2 tC`2 stage(s) tF(s) 2 2 3.5 3.3 i00 pO queue'free°k __._... .100 cM capacity (veh/h) 1594 973 1066 Volume Total 22 22 10 Volume Right 0 16 1 cSH"e ' " -s 15 t- 1700 983 Volume to Capacity 0.00 0.01 0.01 Control Delay (s) 0.7 0.0 8.7 Lane`LOS A A Approach Delay(s) 0.7 il 0.0 8.7 .;f. Approach LOS A x Average Delay' 1.8 Intersection Capacity Utilization 13.3% ICU Level of Service A Pelican Shores(LSC#011270) 10/31/2001 2021 PM Total Synchro 5 Report Tammy Lamey Page 5 Iscinccs2-st51 PRELIMINARY DRAINAGE REPORT _oE' ;x _ P ..:. w^ - o £a.c_s- N -. psi - a Pelican Shores PUD Weld County, Colorado May 2, 2002 Prepared for: Mr. Doug Tiefel Columbine Land Resources, Inc. PO Box 17130 Boulder, Colorado 80308 Phone: 303.665.9390 Prepared by: James Blankenship,P.E. JLB Engineering Consultants 918 Eldorado Lane Louisville, Colorado 80027 Phone: 303.604.1634 Fax: 303.604.1674 JLB Project Number: 1007 DP Preliminary Drainage Report Pelican Shores PUD Weld County, Colorado TABLE OF CONTENTS Page I. GENERAL LOCATION AND DESCRIPTION 3 A. Location B. Description of Property II. DRAINAGE BASINS AND SUB-BASINS 4 A. Major Basin Description B. Sub-basin Description III. DRAINAGE DESIGN CRITERIA 5 A. Regulations B. Development Criteria and Reference Constraints C. Hydrologic Criteria D. Hydraulic Design IV. DRAINAGE FACILITY DESIGN 6 A. General Concepts B. Specific Details V. STORM WATER QUALITY 7 A. BMP's B. Construction Schedule C. Permanent Stabilization VI. CONCLUSIONS 7 A. Compliance with standards B. Drainage Concepts C. Specific Details VII. REFERENCES 8 VIII. APPENDICIES 9 r ALB Engineering Consultants Preliminary Drainage Report Pelican Shores PUD,Weld County,Colorado May 3,2002 Page 2 GENERAL LOCATION AND DESCRIPTION: A. Location: The site is located in the southeast ''A and the south %Y of Section 36 Township 3 North, Range 68 West, of the 6th PM, County of Weld, State of Colorado. The site is located at the northwest corner of the intersection of Weld County Roads 13 and 26. The site is bisected in the east/west direction by the St Vrain Creek. The Creek is conveyed under County Road 13 near the center of the property on the east property line. B. Description of Property: The overall site is approximately 240.4 acres. The land north of the river is approximately 80.1 acres with the remaining 160.3 being south of the river. The site was mined for gravel with operations still under way but wrapping up on the north end. The south side has been mined and reclaimed. There is an existing house on the south side of the river that may remain during the subdivision process. Slope on the site vary from less than 1% to greater than 30%. Generally, slopes in the area of the proposed development are in the 1%to 15%range. On the north side of the river, the land slopes from the north to the southeast and into the mined gravel area or a wetlands area. The highest point on the site is the northwest property corner and the land quickly slopes to the south and east. As part of the reclamation process, a roadway and drainage ditch have been cut in that parallels the north property line and slopes to the east and into the wetlands area. The wetlands area is located in the furthest northeast corner of the site., There is a box culvert under CR13 that conveys excess runoff from wetlands area to the east. This area also collects runoff from the adjacent land to the north. The mined area will become a recreational lake and is adjacent to the St Vrain Creek. The surface area of the lake will ultimately be approximately 50.2 acres during normal water levels. County Road 13 is a two lane paved roadway and is adjacent to the east property line. Access to the site is from CR 13. The only other access to the site is from the adjacent parcel to the northwest. This access is currently for farm use only, however will be combined as emergency access with this development. On the south side of the river,the land slopes from the center of the parcel to the northeast and the southeast with historic slopes ranging from less than 1%to approximately 5%. The mined gravel area has been converted to a 57 acre lake that is adjacent to the St Vrain Creek. An existing house and oil well/collection facility are located in the center of the parcel and are accessed by a driveway from CR 26. This site is bounded by CR 13 on the east and CR 26 on the south. CR13 is a paved two lane roadway and CR 26 is a gravel two lane roadway. There are no formal drainage facilities in CR 26. CR 13 has a roadside ditch and there are culverts under the roadway at the intersection of CR 13 and 26. The drainage from this intersection is conveyed to the east. According to the SCS soils map, the native soils in this area are primarily Altvan, Aquolla/Aquents and Tassel with low to moderate swell capacity and favorable drainage AZ Engineering Cc u1tants:- Preliminary Drainage Report Pelican Shores PUD, Weld County,Colorado May 3,2002 Page 3 conveyance. The soils have a hydraulic group B (Altvan and Aquolla/Aquents) and A (Tassel). There is an existing irrigation lateral that parallels the south property line and conveys water to the east and is also used for this site. That lateral will remain in place and will be used in part to provide a source of water for the southern lake. The water is taken from the Weld County Ditch overflow that runs from south to north along the west property line of the south parcel. The overflow crosses under CR 26 at the southwest property corner and is conveyed in an open channel to the St Vrain Creek. The western portion of the site is adjacent to St Vrain 100-year flood zone per Flood Insurance Rate Map (FIRM) panel xx of xx, community panel number xxxx xxx x, Weld County, Colorado,revised xxxx xx,xxxx. The proposed land use is residential development on lots sized from %z acre to 2 acres. Other development includes the roadways and infrastructure to support the development. II. DRAINAGE BASINS AND SUB-BASINS Major Basin Description: This site is located within the St Vrain Creek Drainage Basin. There are no formal drainage studies for this site or the area. The flood plain maps are concurrently being reviewed and detailed with this subdivision. A. Sub-basin Description: There are two primary basins for this site that are divided by the St Vrain Creek. The sub-basins within those two basins are described as follows: The southern side of the northern lots drains directly into the north recreation lake. This basin includes the building envelopes of the new homes. Runoff from the northern side of the lots and the new roadway on the north side combines with a minor offsite basin and is conveyed to the existing wetlands area in the northeast corner of the site. This wetlands area has an overflow through an existing box culvert near the northeast corner of the site. On the south side, runoff from all lots on the peninsula and at the site entry is conveyed to the southern recreational lake as overland flow or combined with the lake intake channel. The eastern lots in this basin have split runoff. The rear of the lots drains directly into the lake while the front of the lots runoff combines with street runoff and enters the lake at the end of the new cul-de-sac. Minor tributary offsite runoff is included in the northern basin analysis for determination of roadside drainage swales. III. DRAINAGE DESIGN CRITERIA Ji B Engineering.Consultants Preliminary Drainage Report Pelican Shores PUD,Weld County, Colorado May 3,2002 Page 4 A. Regulations: The design of the drainage for this site is in accordance with the Weld County Storm Drainage Criteria and the Urban Drainage and Flood Control District, Drainage Criteria Manual (DCM), Volumes I thru III. B. Development Constraints: The development constraints for this site are limited and do not impact the mitigation of runoff from the site. There are several easements on the site for gas distribution systems and easements will be dedicated for electrical distribution and for sanitary sewer. The St Vrain flood plain does limit the location of the developable portion of the site. This issue has been dealt with separately and has been reflected on the layout of the site. C. Hydrologic Criteria: The design storm runoff frequencies are the 5 and 100-year events. Runoff has been calculated using the rational method. D. Hydraulic Design: The drainage conveyance and detention facilities are sized and calculated using recognized equations and programs for hydraulic analysis. IV.DRAINAGE FACILITY DESIGN A. General Concepts: Drainage facilities are designed to convey the major storm in swales or storm drains to the designated receiving areas with minimum impact to the site. B. Specific Details: Soil conditions were taken from the Soil Survey for the Southern Weld County Area, provided by the US Soil Conservation Service. These values were used for determining erosion characteristics of the soils. Historic drainage basins were established based on the referenced drainage studies, USGS topographic maps and a detailed field investigation of existing drainage patterns and facilities. The final basin boundaries were determined by this criterion and the referenced drainage studies by others. Site runoff coefficients and percent imperviousness values were taken from the DCM for residential development and weighted for the proposed streets and offsite tributary runoff areas. The time of concentration for was calculated for use in determining peak runoff for each sub-basin. Peak runoff for the 5-year and the 100-year storms was calculated by the rational method and used to determine the facility sizing including storm drains, drainage inlets, erosion protection, and other necessary items. V. STORM WATER QUALITY RS Engineering.Q.onasultanta Preliminary Drainage Report Pelican Shores PUD,Weld County,Colorado May 3,2002 Page 5 A. BMP'S: In accordance with the DCM, structural and non-structural BMP's are implemented into the proposed drainage plan. Drainage patterns maintain their historic paths and mitigation features such as cutoff swales and erosion protection have been implemented into the runoff scheme. B. Construction Schedule: The construction of this site is anticipated to begin in late summer of 2002. Temporary erosion control measures should be placed if the site is disturbed and the construction activities on the site are suspended for a period greater than two weeks. C. Permanent Stabilization: Permanent stabilization includes the establishment of ground cover and erosion control devices. The landscape areas should be established as soon as possible after acceptance of the site grading and detention pond certification. All slopes shall be no steeper than 4:1 and be maintained regularly. VI. CONCLUSIONS A. Drainage Concepts: The site drainage has been designed to minimize the impacts on the site and adjacent improvements. Disturbance of the existing surface is kept to a minimum to reduce the erosion potential from the site. B. Specific Details: • Historic drainage patterns have been respected. • The discharge of storm drainage from the site is conveyed to the existing lakes in so far as practical. Engineering Consultants Preliminary Drainage Report Pelican Shores PUD, Weld County,Colorado May 3,2002 Page 6 VII.REFERENCES 1. Urban Drainage and Flood Control District,Drainage Criteria Manual Volumes 1 and 2, prepared by Wright- McLaughlin Engineers, dated March 1969, and the Volume 3 prepared by Wright-McLaughlin Engineers, dated September 1992 and revised July 1999. gitieeriag Consultants Preliminary Drainage Report Pelican Shores PUD,Weld County,Colorado May 3,2002 Page 7 VIII.APPENDICIES ❑ Vicinity, Soils, and Flood Plain Maps ❑ Hydrologic Calculations ❑ Hydraulic Calculations ❑ Detention Storage Calculations ❑ Water Quality BMP's ❑ Charts and Figures art En erh Coatalta nts s ` _` Q.• ------C..:--ct-----.-.' -1 Nr\ ____/i 4.) - oit,..6 /Or ;. N F.q°" — \\-- 4B5p'II E \ \ k:14.,. ..,,,b)7.N.\.,\t...........4.ii, �\ :77..N.--."\\X/4984:). I, II p .° 76 �'n 4960 ' 4694 -- - 1- ` '4:7g 4 ' _...i��i' e ib . ___/\--'.77-''.Z.7 1.; f 27 `4:2-- -`\1/4„.s..,.. ...) R _ 26 . - _.--• -----Ditch •-s/\� A ,.,. 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ST. ,,RAIN r vt � • n ar� . t., a_„..4_04,, — , , ...r1. 4 3� }� X27 � � �' ti . 1 y C 72 ,.� 6 Y• 72 1001 76 -..a' • . is k e - , ^4y '*at 'i+ 75r. ; 73 76 a a. 4 tee rt.. .h` ' i , 27 8 .e 77 /^ ( 48 ‘'X'..- 76 . A SO/4- /1,1•47 � PEUGn(/ sw,cE5 /Z� 52: � X24 e' .�yihflK {0 •11 76 77 51 48 / if Z000' A/ )#.A.'_a�1 '3 7 / ) ) I JLB Engineering Consultants Existing Site Runoff Coefficients and Percent Imperviousness ^ Project: Pelican Shores Location: County Roads 13 and 26 Weld County, Colorado Project Number: 1007 All values presented are taken from the Urban Drainage and Flood Control District,Drainage Criteria Manual. Reference is made to Table 3-1. (ac) e/o) Design Point Surface Improvement Area 2 5 10 100 I Comments North Parcel Area Lawn, Clay soil 17.52 0.05 0.15 0.25 0.50 0.00 100.0% Drives and walks 0.00 0.87 0.87 0.88 0.89 90.00 0.0% Roofs 0.00 0.80 0.85 0.90 0.90 90.00 0.0% Avg. 0.05 0.15 0.25 0.50 0.00 Total Area: 17.52 Avg. %Imperviousness: 0.00 (ac) (%) Design Point Surface Improvement Area 2 5 10 100 I Comments South Parcel Area Lawn, Clay soil 34.81 0.05 0.15 0.25 0.50 0.00 100.0% Drives and walks 0.00 0.87 0.87 0.88 0.89 90.00 0.0% Roofs 0.00 0.80 0.85 0.90 0.90 90.00 0.0% Avg. 0.05 0.15 0.25 0.50 0.00 Total Area: 34.81 Avg. %Imperviousness: 0.00 Developed Areas Only 1007 site runoff 5/5/02 JLB Engineering Consultants Entire Site Runoff Coefficients and Percent Imperviousness .-. Project: Pelican Shores Location: County Roads 13 and 26 Weld County, Colorado Project Number: 1007 All values presented are taken from the Urban Drainage and Flood Control District,Drainage Criteria Manual. Reference is made to Table 3-1. (ac) (%) Design Point Surface Improvement Area 2 5 10 100 I Comments North Parcel Area Lawn, Clay soil 14.49 0.05 0.15 0.25 0.50 0.00 82.7% Drives and walks 1.49 0.87 0.87 0.88 0.89 96.00 8.5% Parks/Cemetary 0.00 0.10 0.18 0.25 0.45 7.00 0.0% Roofs 1.54 0.80 0.85 0.90 0.90 90.00 8.8% Avg. 0.19 0.27 0.36 0.57 16.08 Total Area: 17.52 Avg. %Imperviousness: 16.08 South Parcel Area Lawn, Clay soil 30.04 0.05 0.15 0.25 0.50 0.00 86.3% Drives and walks 1.90 0.87 0.87 0.88 0.89 96.00 5.5% Parks/Cemetary 0.00 0.10 0.18 0.25 0.45 7.00 0.0% Roofs 2.87 0.80 0.85 0.90 0.90 90.00 8.2% Avg. 0.19 0.27 0.36 0.57 16.08 Total Area: 34.81 Avg. %Imperviousness: 16.08 Developed Areas Only 1007 site runoff 5/5/02 54C/ACRIAG PROJECT LJ B SUBJECT e � ,S 4r 9eya ooi�//EZi /T CO ETANO p2/1-7// -6- 918 Eldorado Lane PROJECT NO: / 2 Louisville.Colorado 80027 /007 DATE: .5 Voice: 303.604.1634 Fax 303.604.1674 COMMENTS: Ava-xn E lot (Ze-- A</O,ei • o. 9cac- 4/, 38Z se .50(-1/ 0.6 7 as 29, /E S: 2 0e fSCIi4oi v4 C44/ g,:aCeP 4,&2Os 04/NEwiry hat m 4 aln sro Mid feve /r - let sic 62 cs 6, Cass(' 8,o.so sf To Dale 1 of ,(0.2.3 4) C(9 6'%'' _ _ _ I I '4 J- X27 f O1aar • Pam& ,q [ „ du_ Tr"' , F 1 Avo« is c.eIeeet V SOU r 477.- 40 car; EXcam mT5, / !o,& C2 Z SHEET Of } > > �� / axe """ � i III f { mIP p" — \� �/ J(ET MAP 269 A I ' w I nova I . • JI Y _94\: m y t II 1ryiI I ! oe000.e. I _ � 1 If Tarn o \\ \ /y x �' Is. . I P�II za I f \-I ' u y II I� I i III � 1 \ �w� ��60UTH PARCEL �' 1 I'' _ �I III a"_ ai.au ecRcs ! 1 ��NNN. y I, `I.� ..a � � ,- III 1 gr— fi .._ _____ _.. '—o eum ..__.. _ .. _ ___._ cxg" _ - .m cr. CR 2fi r- .. —Th...---®..e —.•w.,.o m.'1µ4'..e..., 1• 4'' mo. «un w,uaue w.•am mvs N u nrn .4,4-tr=t44mwm.oum. r A I qr Y IO. Y " -- --- � �� MASTER DRAINAGE PLAN — SOUTH m SHEET µ ,.n ._ .,_,... CLB Civil Engineers PELICAN SHORES PLANNED WATER DEVELOPMENT DP 1 NORTHWEST CORNER CR13 AND CR26 DA PCSOA weWE a r. WILD COUNT.COLORADO OF 2 SHEETS ) ) ) NORTH PARCEL , I '= r 'Z _ � r�� w / � - • .I. j_ L � 5` E3L( GK � ,,,,,$\ / K Y,MAP r \\ea" \C---- ,,, a ------ , lt 11 5 b t - y �' I T mPown- ww ��N 41,00. -- - — 7- I MASTER DRAINAGE PLAN - NORTH SHEET _� _�..u� - "^ "' [ .1 LK ) Civil Engineers 1 PELICAN SHORES PLANNED WATER DEVELOPMENT DP 2 s° — •KK-�w•W NORTHWEST CORNER CR13 AND CR26 w- L ""_ -n - - s �n — wmn COUNTY.Cana.Cu OF 2 SHEETS Hello