The URL can be used to link to this page

Home My WebLink About11 Edelweiss 7-B 99-73$ McCLURE ENGINEERING, INC.------- November 3, 1999 Mr. Jeff Tondre, P.E. City of College Station P.O . Box 9960 College Station, TX 77842-9960 RE: Edelweiss Estates Phase 7-B Review Comments Dear Jeff: The following are responses to the comments and questions regarding the construction plans and drainage report for Edelweiss Estates Phase 7-B. Water and Sewer Study: The Water Distribution and Sewer Impact Study dated October 12 , 1994 is still valid for the fire flow calculations. Enclosed with this letter is an amendment to the study for the sewer line. Exhibit A and Exhibit C have been revised based on the new street layout and sewer line layout . Storm Drain Sizing: Comments Sheet 1: Comments Sheet 3: As noted, the original design calculations for the storm drain system showed 21" RCP . The design was changed to eliminate 21" RCP. Contractors frequently ask for substitutions since availability of 21" RCP is limited. Included with this letter are the revised Exhibit C-3 which show the pipe size calculations for the revised pipes. Placement of Fire Hydrants at the corner would not allow 500' hose lay to the back of the houses at the end of the Cul-de-Sac. The fire hydrants were located as close to the comers as possible given design constraints such as lot lines and conflicts with sewer services. The 25' PUE/PDE will be labeled correctly . The storm drain flow line out is set at minimum elevation which is normal design practice . Comments Sheet 4: All elevations questioned are designed and labeled correctly. Services that do not have a stack height labeled are assumed to have a minimum stack height of 0.5'. This is shown on the Type I sewer 1008 Woodcreek Drive , Suite 103 •College Station, Texas 77845 (409) 693 -3838 •FAX (409) 693-2554 •email: mcclure@tca.net Edelweiss Estates 7-B Review Comments 11/3/99 Page2 service detail on Sheet S2. This may have caused the confusion with checking the Flow Line @ End elevations. Please contact me should you have further questions or need additional information. Sincerely, ~ Steven C. Franks , P .E. Design Engineer SCF/mlm attachments < 0 E-u z lilil ~ ~ E-z < lilil -E-~ ~ 0 0 CJ E-E-E-EXHIBIT C-3 PIPE SIZE CALCULATIONS Edelweiss Estates, Phases 1 Through 6 = ~ ·-= « fl) ~ ~ « e Q ·;;; ~ ~ ~ c. c. i.. -= Q fl) ·-Q ~ =... Q ~ c. 00 .... -= 00 fl) l:S: i.. ~ ~ = = = =... Q ..... fl) « """ ~ -= ~ .:. ~ Q ·-lilil ~ .... ·;;; (!$ Q CJ N ~ =--= Q c) Q ·c: -Q ~ r-. <~ z ~ r-. 00 -5 lilil ;;;.. I# # Ac. min yr cfs cfs # cfs •;. " fps A B 3.6 12.7 10 27.7 27.7 1 27.7 0.53 30 5.6 B c 4.5 13.6 10 33.8 33.8 1 33.8 0.47 33 5.7 c D 4.8 13.8 10 35.9 35.9 1 35.9 0.33 36 5.1 D I 10.9 16.1 10 75.3 75.3 1 75.3 0.17 54 4.7 E F 4.8 15.1 10 34.5 34.5 1 34.5 0.82 30 7.0 F D 5.6 15.2 10 39.9 39.9 1 39.9 0.66 33 6.7 G H 1.5 7.8 10 13.8 17.3 1 17.3 1.37 21 7.2 H I 3.4 11.0 10 28.4 28.4 1 28.4 0.55 30 5.8 I K 14.5 16.8 10 98.5 98.5 1 98.5 0.16 60 5.0 J K 1.6 14.7 10 11.7 14.7 1 14.7 2.25 18 8.3 K 0 16.8 17.7 10 111.3 111.3 1 111.3 0.13 66 4.7 L M 2.0 9.2 10 17.9 22.4 1 22.4 1.13 24 7.1 M N 3.8 10.0 10 33.2 33.2 1 33.2 0.75 30 6.8 N 0 5.6 10.7 10 47.1 47.1 1 47.1 0.57 36 6.7 0 T 23.4 19.8 10 145.9 145.9 1 145.9 0.11 75 4.8 p R 1.3 7.1 10 12.5 15.6 1 15.6 0.55 24 5.0 Q p 0.6 7.0 10 6.0 7.5 1 7.5 1.55 15 6.1 R s 5.7 15.4 10 40.2 40.2 1 40.2 0.42 36 5.7 s T 8.0 16.7 10 54.3 54.3 1 54.3 0.50 39 6.5 T u 31.5 20.1 25 223.7 223.7 1 223.7 0.17 BOX 7.0 u HW 35.6 21.5 25 244.0 244.0 1 244.0 0.20 BOX 7.6 1 2 0.5 8.2 10 5.0 6.3 1 6.3 1.10 15 5.1 2 4 1.1 8.3 10 9.9 12.4 1 12.4 0.71 21 5.2 3 4 0.5 6.9 10 5.3 6.6 1 6.6 1.21 15 5.4 4 8 2.1 9.7 10 18.2 22.7 1 22.7 1.16 24 7.2 5 HW 1.0 16.9 10 6.8 8.5 1 8.5 0.76 18 4.8 8 10 3.5 10.3 10 30.0 30.0 1 30.0 0.37 33 5.0 9 HW 2.0 10.0 10 17.7 22.1 1 22.1 1.10 24 7.0 10 12 4.2 10.4 10 35.3 35.3 1 35.3 0.32 36 5.0 11 HW 0.8 9.0 10 7.5 7.5 1 7.5 0.01 36 1.1 12 14 5.2 11.3 10 42.7 42.7 1 42.7 0.21 42 4.4 13 HW 0.9 6.8 10 9.4 11.8 1 11.8 1.45 18 6.7 14 HW 5.5 11.5 10 44.8 44.8 1 44.8 0.23 42 4.7 18 19 1.3 9.6 10 11.4 14.3 1 14.3 2.12 18 8.1 19 20 2.1 9.7 10 18.0 22.5 1 22.5 1.14 24 7.2 20 20C 2.6 10.2 10 22.1 22.1 1 22.1 0.59 27 5.5 20B 20C 1.5 10.1 10 13.3 16.6 1 16.6 1.26 21 6.9 20C HW 4.9 10.4 10 41.2 41.2 1 41.2 0.44 36 5.8 200 20 0.3 6.3 10 2.9 3.6 1 3.6 0.13 18 2.0 *Includes 25% Flow Increase for pipe sizes <27" dia . .. See Plan & Profile for pipe slope used (Pipe slope >or= Friction slope) ~ e = E= E-~ -~ z ~ lilil i.. ~ E-' min 320 0.94 60 0.18 200 0.66 193 0.68 60 0.14 375 0.93 330 0.77 460 1.33 265 0.88 230 0.46 581 2.07 345 0.81 270 0.67 480 1.20 88 0.31 5 0.02 40 0.11 440 1.29 200 0.51 600 1.43 5 0.01 31 0.10 440 1.42 31 0.10 269 0.62 120 0.41 31 0.10 120 0.28 274 0.91 274 4.29 31 0.12 200 0.50 125 0.45 57 0.12 226 0.53 60 0.18 31 0.08 150 0.43 31 0.25 -= ~ = ~ lilil ~ @ e -CJ ~ lilil E-= min ' ' 13.61 13.79 14.44 16.82 15.21 16.14 8.58 12.35 17.70 15.17 19.77 9.99 10.65 11.86 20.08 7.09 7.07 16.73 17.23 21.51 8 4 21.52 8 4 8.28 9.70 7.00 10.32 17.29 10.42 10.27 11.33 13.33 11.45 7.32 11.90 9.70 10.22 10.40 10.15 10.83 6.54 7126199 vralldra.xls Exhibit C-3 < 0 r... u z r;i;;l ..:i ..:i r... ~ < r;i;;l r... ..:i 0 0 ~ u ~ r... r... EXHIBIT C-3 PIPE SIZE CALCULATIONS Edelweiss Estates, Phases 1 Through 6 = ~ ·;; = « ~ ~ « e Q ·;; ~ ~ ~ Q. Q. ;.. "C Q VJ ·-Q ~ =--Q .f:! Q. 00 -"C ;.. 00 VJ ~ ~ = ~ = 61 -=--Q ._, VJ « '""' 'i ~ .:. ~ Q ~ ·:: r;i;;l ·-u N VJ = Q "C Q Q Q ·c ~ ~ -Q ;;:;J ~ <~ z r. 00 .J r;i;;l ;;;... i# # Ac. min yr cfs cfs # cfs •/o " fps 21 22 2.0 21.7 10 11.8 11.8 1 11.8 0.17 27 3.0 22 J8-1 3.0 22.1 10 17.7 17.7 1 17.7 0.38 27 4.4 J8-1 23A 4.5 22.7 10 26.3 26.3 1 26.3 0.47 30 5.3 J8-3 24 6.3 24.4 10 34.9 34.9 1 34.9 0.50 33 5.9 23 J8-1 1.5 9.6 10 13.3 16.7 1 16.7 2.91 18 9.4 23A J8-3 5.1 23.6 10 29.2 29.2 1 29.2 0.58 30 5.9 24 26 6.7 24.5 10 37.4 37.4 1 37.4 0.58 33 6.3 24A J8-3 1.1 7.0 10 11.1 13.9 1 13.9 2.02 18 7.9 25 26 0.9 10.3 10 7.7 9.6 1 9.6 0.97 18 5.5 26 27 8.2 25.1 10 45.1 45.1 1 45.1 0.84 33 7.6 27 30 8.7 25.8 10 46.9 46.9 1 46.9 0.57 36 6.6 28 30 0.5 8.2 10 5.0 6.2 1 6.2 0.41 18 3.5 29.1 29.2 0.9 6.8 10 9.0 11.3 1 11.3 0.59 21 4.7 29.2 30 2.0 8.4 10 18.5 18.5 1 18.5 0.41 27 4.7 30 31 11.7 26.2 10 62.5 62.5 1 62.5 0.31 45 5.7 31 34 12.1 26.9 10 63.6 63.6 1 63.6 0.32 45 5.8 33 34 0.5 6.0 10 5.6 7.0 1 7.0 0.52 18 4.0 34 35 13.0 27.6 10 67.2 67.2 1 67.2 0.25 48 5.3 35 HW 14.2 29.5 10 70.8 70.8 1 70.8 0.28 48 5.6 36 HW 0.9 7.2 10 8.9 8.9 1 8.9 0.00 48 0.7 37 40 0.9 7.3 10 8.6 10.7 1 10.7 1.20 18 6.1 38 40 2.3 30.1 10 11.2 11.2 1 11.2 0.15 27 2.8 39 40 3.4 38.2 10 14.5 18.2 1 18.2 0.74 24 5.8 40 HW 6.9 38.9 10 29.0 29.0 1 29.0 1.01 27 7.3 608 658 1.8 9.9 10 15.4 15.4 1 15.4 0.28 27 3.9 658 75 2.8 10.1 10 23.9 23.9 1 23.9 0.39 30 4.9 70 75 0.7 10.2 10 6.3 7.8 1 7.8 0.64 18 4.4 75 81 3.9 10.5 10 32.5 32.5 1 32.5 1.27 27 8.2 80 81 3.4 15.6 10 24.3 24.3 1 24.3 0.71 27 6.1 81 86 8.3 15.7 10 58.6 58.6 1 58.6 1.41 33 9.9 828 83 1.1 10.6 10 9.6 12.0 1 12.0 0.66 21 5.0 83 86 1.9 10.7 10 15.8 19.8 1 19.8 0.88 24 6.3 848 85 0.5 5.5 10 5.0 6.2 1 6.2 0.40 18 3.5 85 86 1.0 5.7 10 10.1 12.6 1 12.6 0.73 21 5.2 86 91 11.2 16.1 10 77.7 77.7 1 77.7 0.69 42 8.1 878 88 1.6 11.8 10 13.2 16.5 1 16.5 0.61 24 5.3 88 91 2.5 11.9 10 20.0 20.0 1 20.0 0.48 27 5.0 898 90 1.0 9.0 10 9.3 11.6 1 11.6 0.62 21 4.8 90 91 1.6 9.1 10 14.1 17.6 1 17.6 0.70 24 5.6 *Includes 25% Flow Increase for pipe sizes <27" dia. ** See Plan & Profile for pipe slope used (Pipe slope >or= Friction slope) ~ e = E= r... c.,:, -~ z ~ r;i;;l ;.. ..:i r... I min -65 0.37 155 0.58 290 0.90 30 0.09 260 0.46 290 0.81 210 0.56 155 0.33 50 0.15 340 0.75 175 0.44 50 0.24 31 0.11 150 0.54 230 0.68 250 0.72 50 0.21 590 1.84 0 0.00 0 0.00 39 0.11 170 1.00 250 0.72 100 0.23 42 0.18 120 0.41 42 0.16 360 0.73 42 0.11 180 0.30 31 0.10 70 0.19 31 0.15 30 0.10 290 0.60 32 0.10 80 0.27 31 0.11 35 0.10 "C ~ = i5 r;i;;l c.,:, @ 8 -r;i;;l u ~ ~ = min I I 22.11 22.70 23.60 24.50 10.07 24.41 25.06 7.38 10.40 25.80 26.24 8.46 6.93 8.98 26.92 27.64 6.19 29.48 29.48 7.25 7.38 31.09 38.94 39.17 10.11 10.52 10.39 11.26 15.75 16.05 10.68 10.87 5.66 5.75 16.65 11.90 12.16 9.12 9.23 7126199 vralldra.xls Exhibit C-3 < 0 E-o u z ~ ..:.i ..:.i E-o < z ~ .... E-o ..:.i 0 0 ~ (J E-o E-o E-o # # Ac. min 91 --16 .7 108 15 .2 92 100 4.0 21.2 100 108 4 .9 23 .2 101 106 2 .8 10 .3 101 .1 101 .2 0 .5 5 .0 101 .2 101.4 1.6 9 .5 101 .3 101.4 0 .5 5 .0 101.4 101 2 .6 10.1 102 103 1.0 9.5 103 104 1.4 9 .7 104 105 1.6 10.6 105 106 2 .7 10.8 106 107 5 .5 11.1 107 108 6.4 12 .1 108 113 26 .5 23 .4 109B 110 1 .2 9.4 110 113 2 .0 9 .4 111 B 112 1 .0 8 .5 112 113 1 .5 8 .6 113 118 29 .9 23 .7 114 115 0 .6 8.5 114 .1 118 1 .1 15.0 115 118 1.3 8.7 116B 117 1.2 15 .1 117 118 1 .7 15 .2 118 122 34 .0 24 .2 119 119 .1 1 .0 11 .3 119 .1 122 1 .0 11.4 120 121 0 .7 6.0 121 122 2 .0 7 .7 121 .1 122 0 .3 5 .0 122 127 37.4 24.4 123 123.1 0 .9 6 .5 123.1 124 1.7 6 .9 124 127 1.9 7 .2 125 .1 125 .2 1.4 12 .2 125 .2 125 .3 1 .5 12 .3 125 .3 1258 2 .3 13.1 125B 126 2 .9 13.6 EXHIBIT C-3 PIPE SIZE CALCULATIONS Edelweiss Estates, Phases 1 Through 6 = Cf) ·r;; = « Q.I Cf) « e Q ·r;; Q.I Q.I Q.I Q. Q. ... "'=' Q ~ . .. Q Q.I ~ Q ~ Q. 00 .... "'=' 00 ~ l:S: ... = Q.I Q.I = = .... ~ Q ..... ~ « """ Cf) "'=' ~ .:. ~ Q ~ ·.:: ~ .j ... = (J t:3 ~ = Q "'=' Q 0 Q ·c ~ Q.I -Q ;;;;J ~ <~ z !iii. !iii. 00 ;;;.. I Yr cfs cfs # cfs % " fps 10 104.1 104 .1 1 104 .1 6 .61 48 8.3 10 24 .3 24 .3 1 24 .3 0.41 30 5 .0 10 27 .8 27 .8 1 27 .8 0.53 30 5.7 10 24 .2 30 .3 1 30 .3 2 .06 24 9.6 10 5 .0 6 .3 1 6 .3 1 .09 15 5.1 10 14 .3 17 .9 1 17 .9 3 .34 18 10 .1 10 5 .1 6.4 1 6 .4 0.42 18 3 .6 10 22 .5 28 .1 1 28 .1 1 .78 24 9 .0 10 8 .7 10 .9 1 10.9 0.55 21 4.5 10 12 .7 15 .9 1 15 .9 0 .57 24 5 .0 10 13 .9 17.4 1 17 .4 0 .68 24 5 .5 10 22 .3 22 .3 1 22 .3 0 .60 27 5 .6 10 45.4 45 .4 1 45 .4 0 .85 33 7 .6 10 50 .8 50 .8 1 50 .8 0 .67 36 7 .2 10 151 .0 151.0 1 151 .0 0 .54 BOX 9.4 10 11 .0 13 .7 1 13 .7 0 .86 21 5 .7 10 17 .3 21.7 1 21.7 1.06 24 6 .9 10 9 .4 11 .7 1 11 .7 0 .63 21 4.9 10 13 .3 16 .7 1 16 .7 1 .28 21 6 .9 10 169 .3 169 .3 1 169 .3 0 .67 BOX 10 .6 10 5 .9 7 .4 1 7.4 0 .57 18 4 .2 10 7 .8 9 .7 1 9 .7 0 .98 18 5 .5 10 12 .0 15 .0 1 15 .0 0 .51 24 4 .8 10 8.8 11 .0 1 11 .0 0.56 21 4 .6 10 12.1 15.1 1 15 .1 0 .51 24 4 .8 10 190 .2 190 .2 1 190.2 0.45 BOX 9 .5 10 8 .4 10.5 1 10 .5 1.16 18 6 .0 10 8.4 8.4 1 8.4 0 .00 BOX 0.4 10 7 .7 9 .6 1 9 .6 0 .97 18 5.5 10 19 .0 23.8 1 23 .8 1.28 24 7 .6 10 3 .8 4 .8 1 4 .8 0 .63 15 3 .9 10 207 .7 207 .7 1 207 .7 0 .54 BOX 10.4 10 9.4 11 .7 1 11 .7 0 .63 21 4.9 10 16 .5 20 .6 1 20 .6 1.95 21 8 .6 10 18 .8 23 .5 1 23 .5 1.25 24 7 .5 10 11 .1 13 .9 1 13 .9 0 .44 24 4.4 10 11 .8 14.8 1 14.8 0.49 24 4 .7 10 17 .9 17.9 1 17 .9 0 .39 27 4 .5 10 21.8 21 .8 1 21 .8 0.57 27 5 .5 *Includes 25% Flow Increase for pipe sizes <27" dia. ** See Plan & Profile for pipe slope used (Pipe slope >or= Friction slope) Q.I e = E= E-o ~ -Q.I z ~ ~ ... ..:.i E-o ' min 116 -- 0.22 600 2 .02 40 0.12 140 0 .24 32 0 .10 391 0 .64 63 0 .29 112 0 .21 31 0 .11 280 0 .92 70 0 .21 120 0 .36 430 0 .94 40 0 .09 174 0 .31 31 0 .09 45 0 .11 31 0 .11 45 0 .11 307 0.48 31 0 .12 24 0 .07 45 0 .16 31 0 .11 45 0 .16 160 0 .28 24 0 .07 200 7 .91 31 0 .09 45 0 .10 19 0 .08 172 0 .28 100 0 .34 180 0 .35 20 0 .04 31 0 .12 217 0 .77 132 0.49 31 0 .09 "'=' = s ~ @ .... CJ ~ E-o min ' -- 16.87 23 .24 23 .36 10.55 5 .10 10 .10 5 .29 10.30 9.65 10.57 10.79 11 .14 12 .08 12 .17 23 .67 4 9.45 9 .56 8.62 8.73 24 .15 4 8 .66 15.06 8 .82 15 .24 15.40 24.43 5 11 .39 19 .29 5 6 .13 7 .80 5 .08 24 .71 5 6 .86 7.21 7 .25 12 .32 13 .09 13 .58 13.67 7126199 vralldra .xls Exhibit C-3 5; ~ .... ~ = ' 4 4 4 4 4 < 0 E-o u z r.-i .J .J E-o ~ < r.-i E-o .J 0 0 ~ u E-o E-o E-o I# # Ac. min 126 127.1 3 .7 13 .7 127 127.1 39 .3 24 .7 127 .1 131 43 .0 24 .9 128 129 0 .5 5 .3 129 130 2 .2 10 .8 130 131 3.4 11.1 131 137 46.4 25 .3 133 134 0 .9 6 .7 134 134 .1 2.0 7 .7 134 .1 135B 2 .7 10 .8 135B 137 4.4 14.4 136 135B 0 .8 14 .3 137 143 50 .8 25 .4 138 .2 138.4 0 .7 8 .8 138.4 139 1.4 9.0 139 140 2 .2 10 .0 140 141B 3 .1 12 .2 141B 143 4 .2 12 .9 142B 143 1.2 7 .8 143 145 56 .2 26 .2 144 145 1.2 5 .1 145 HW 57 .4 26 .3 154 155 0 .5 6 .2 155 156B 0 .7 6 .3 156B 157B 2 .3 7 .7 157B 158 3.2 9.4 158 159 3 .2 9 .6 159 164 3 .9 10 .5 160 159 0 .5 9 .5 161 162 0 .9 5.0 162 164 1.4 7.4 163 164 4 .7 17 .1 164 HW 10 .0 17.2 170 171 1.1 8 .0 EXHIBIT C-3 PIPE SIZE CALCULATIONS Edelweiss Estates, Phases 1 Through 6 = t)i) ·;; = -II ~ t)i) -II s Q ·;; ~ ~ ~ c. c. -"C Q "' l:i: Q Q ~ ~ --"C c. 00 00 "' l:i: -= ~ ~ = = -=--Q ..... "' -II c,... t)i) "C ~ .:. ~ Q ~ ·.: r.-i ~ ... ~ u s:3 "' = Q "C Q Q Q ·c r.-i ~ Q ;;:J ~ <~ z ~ ~ 00 > 1yr cfs cfs # cfs O/o " fps 10 28 .1 28 .1 1 28 .1 0 .95 27 7 .1 10 217 .1 217 .1 1 217 .1 0 .35 BOX 9.0 10 236.4 236.4 1 236 .4 0.42 BOX 9 .8 10 5 .5 6 .9 1 6 .9 0.49 18 3.9 10 18 .6 23 .3 1 23 .3 1 .22 24 7.4 10 27 .8 27 .8 1 27 .8 0 .93 27 7 .0 10 252 .9 252 .9 1 252.9 0.48 BOX 10 .5 10 9 .5 11 .9 1 11 .9 0 .65 21 4 .9 10 19 .1 19.1 1 19 .1 0 .44 27 4 .8 10 22 .8 22 .8 1 22 .8 0 .36 30 4 .6 10 32 .5 32 .5 1 32 .5 0 .44 33 5 .5 10 6 .1 7 .6 1 7 .6 0.61 18 4.3 10 276.4 276 .4 1 276.4 0 .57 BOX 11 .5 10 6 .0 7 .5 1 7 .5 0.59 18 4 .2 10 12.4 15 .5 1 15 .5 0 .54 24 4 .9 10 19.2 19.2 1 19 .2 0.44 27 4.8 10 24 .8 24 .8 1 24 .8 0 .42 30 5 .0 10 32 .3 32 .3 1 32 .3 0 .71 30 6 .6 10 11 .6 14.5 1 14.5 0 .97 21 6 .0 10 300 .7 300 .7 1 300 .7 0 .44 BOX 10 .7 10 12 .7 15.8 1 15.8 2 .62 18 9 .0 10 306 .1 306 .1 1 306 .1 0.46 BOX 10 .9 10 4 .7 5.9 1 5 .9 0 .96 15 4 .8 10 6 .7 8.4 1 8.4 0 .32 21 3 .5 10 22 .1 27 .6 1 27 .6 3 .51 21 11.5 10 28 .5 28 .5 1 28 .5 0 .55 30 5 .8 10 28.2 28 .2 1 28 .2 0 .55 30 5 .7 10 33 .3 33 .3 1 33 .3 0 .76 30 6 .8 10 4 .1 5 .2 1 5 .2 0 .28 18 2 .9 10 10.3 12 .9 1 12.9 0 .38 24 4 .1 10 13 .7 13.7 1 13.7 0 .23 27 3 .4 10 31 .6 31 .6 1 31 .6 1.20 27 7 .9 10 67.4 67.4 1 67.4 1.18 36 9 .5 25 12 .0 12 .0 1 12 .0 0.17 27 3.0 *Includes 25% Flow Increase for pipe sizes <27" dia . **See Plan & Profile for pipe slope used (Pipe slope >or= Friction slope) ~ s = ... E-o E-o "' ~ z > ~ r.-i -.J E-o ' min -45 0 .11 130 0 .24 207 0 .35 45 0 .19 132 0 .30 20 0 .05 70 0 .11 31 0 .10 330 1.14 255 0 .92 13 0 .04 31 0 .12 515 0 .75 34 0 .13 290 0 .98 63 0 .22 217 0 .72 20 0 .05 20 0 .06 75 0 .12 13 0 .02 32 0 .05 32 0 .11 264 1.26 32 0 .05 69 0 .20 295 0 .86 295 0 .72 42 0 .24 31 0 .13 75 0 .36 45 0 .09 260 0.45 90 0 .50 "C = = r.-i E-o @ 8 u ~ E-o min ' 13 .78 24 .95 6 25 .30 6 5.47 11 .10 11.15 25.41 6 6 .76 8 .81 11 .70 14 .43 14 .39 26 .16 6 8 .97 9 .95 10 .17 12 .90 12 .95 7 .90 26 .27 7 5.10 26 .32 7 6 .30 7 .56 7 .76 9.60 10.46 11 .18 9 .79 5 .13 7 .78 17 .22 17 .68 8 .55 7/26/99 vralldra .xls Exhibit C-3 ~ "' ..... r.-i = ' 4 4 4 4 4 4 • McCLURE ENGINEERING, INC.------- November 3 , 1999 Mr. Jeff Tondre, P.E. Development Engineering CITY OF COLLEGE STATION P.O. Box 9960 College Station, Texas 77845 RE: Edelweiss Estates, Phase 7-B Dear Jeff: Attached please find the following items for the above referenced subdivision: 1. Seven (7) sets of revised construction plans 2. One (1) Staff red-lined set of construction plans 3 . Two (2) copies of the Engineer's Construction Cost Estimate 4. Letter of Response to Red-line comments Four (4) of the sets of plans are for your files and three (3) are to be returned to me with the City's stamp for the Contractor's use on the job site . If you will call when our sets are ready, we will pick them up. Should you have any questions or need additional information, please advise. Very truly yours, President MRM/mlm attachments 1008 Woodcreek Drive , Su ite 103 •College Station, Texas 77845 (409) 693-3838 •FAX (409) 693-2554 •email: mcclure@tca .net Item No. l 2 3 4 5 6 7 8 9 IO 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 Edelweiss Subdivision, Phase 7B Engineer's Estimate November 2, 1999 Description Unit Quantity Paving Construction Mobilization Lump Sum 1 Earthwork C.Y. 2,292 1.5" HMAC Surface Course S.Y. 4 ,630 6" Lime Stabiliz.ed Subgrade S .Y . 5,579 Extra Lime Ton 30 6" Crushed Limestone Base S .Y. 4,630 Type ill Curb and Gutter L.F. 2,823 Type IV Curb L.F. 79 Remove Curb and Gutter L .F. 77 4" Sidewalk S .F 300 Side walk Ramps S .F 109 Unit Price 10,000.00 3 .75 4 .35 3 .15 85.00 6.00 7.00 7 .00 5.00 2.50 7.25 Paving Subtotal Drainage System Construction 18" Reinf. Concrete Pipe, Str. Backfill L.F. 32 40.00 24" Reinf. Concrete Pipe, Str. Backfill L.F. 31 45.00 30" Reinf. Concrete Pipe, Non-Str. Back:fill L.F. 609 55 .00 IO' Curb inlet EACH 1 2700.00 5' Curb inlet EACH 3 2100.00 Grate Inlet EACH 1 2000.00 Area Inlet EACH 1 2000.00 Remove headwall & connect to 30" RCP EACH 1 500.00 Inlet Protection EACH 6 100.00 Drainage System Subtotal Water System Construction 6" PVC Water Line, Str. Backfill L.F. 235 23 .00 6" PVC Water Line, Non-Str. Backfill L.F. 1,098 15 .00 Fire Hydrant Assembly EACH 3 1850.00 6"x 22 .5 degree bend EACH 1 150.00 6"x 11.25 degree bend EACH 1 150.00 2" Blow-Off Assembly EACH 3 360.00 Remove plug & connect to existing pipe EACH 3 100.00 28 . 1.5'' Water Ser. >IO ft (avg.= 48 ft.) EACH 17 850.00 29 1.5" Water Ser. :::IO ft (avg.= 7 ft .) EACH 1 400.00 30 l" Water Ser. >IO ft (avg.= 56 ft.) EACH 2 600.00 Water System Subtotal Sewer System Construction 31 6" PVC, D-3034, Str. Backfill(> 9 ft . deep) L.F. 76 40.00 32 6" PVC, D-3034, Non-Str. Backfill (> 9 ft . dt L.F. 1,056 25 .00 33 6" PVC, D -3034, Str. Backfill(::: 9 ft. deep) L.F. 132 32.00 34 6" PVC, D-3034, Non-Str. Backfill (::: 9 ft. dt L.F. 875 15 .00 35 Standard Manhole, 6-8 ft . deep EACH 3 1400.00 36 Standard Manhole, 8-10 ft. deep EACH 2 1600.00 37 Standard Manhole, 10-12 ft . deep EACH 1 1750.00 38 Standard Manhole, 12-14 ft . deep EACH 2 1900.00 39 Standard Manhole, 14-16 ft . deep EACH 1 2000.00 40 6"Cap EACH 1 100.00 41 6" Sewer Service ~ 10 ft . (avg.= 8 ft.) EACH 4 400.00 42 4" Sewer Service ::: IO ft . (avg.= 6 ft .) EACH 5 325 .00 ~\:! 4" Sewer Service > IO ft. (avg.= 54 ft .) EACH 18 1300.00 Trench Safety (sewer line) L.F. 2,137 2 .00 • •"'t Se wer System Subtotal .~.., ~ ~ Total Construction Cost Total I0,000.00 8,595 .00 20,140.50 17,573 .85 2,550.00 27,780.00 19,761.00 553 .00 385 .00 750.00 790.25 108,878 .60 1,280.00 1,395 .00 33,495.00 2,700.00 6,300.00 2,000.00 2,000.00 500.00 600.00 50,270.00 5,405 .00 16,470.00 5,550.00 150 .00 150.00 1,080.00 300.00 14,450.00 400.00 1,200.00 45,155 .00 3,040.00 26,400.00 4 ,224 .00 13 ,125 .00 4,200.00 3,200.00 1,750 .00 3,800.00 2 ,000.00 100.00 1,600.00 1,625 .00 23,400.00 4 ,274.00 92,738.00 $297,041.60 Item No . I 2 3 4 5 6 7 8 9 IO 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 ~ 42 \:! •• • •"t . ~-1 ·~ ~ Edelweiss Subdivision, Phase 7B Engineer's Estimate November 2, 1999 Description Unit Quantity Pavin2 Construction Mobilization Lwnp Swn l Earthwork C .Y. 2,292 1.5'' HMAC Surface Course S.Y. 4,630 6" Lime Stabilized Subgrade S.Y. 5,579 Extra Lime Ton 30 6" Crushed Limestone Base S.Y. 4,630 Type ill Curb and Gutter L.F. 2,823 Type IV Curb L.F. 79 Remove Curb and Gutter L.F. 77 4" Sidewalk S.F 300 Sidewalk Ramps S.F 109 Unit Price 10,000.00 3.75 4 .35 3.15 85.00 6.00 7 .00 7.00 5 .00 2 .50 7.25 Paving Subtotal Drainage System Construction 18" Reinf. Concrete Pipe, Str. Backfill L.F. 32 40.00 24" Reinf. Concrete Pipe, Str. Backfill L.F. 31 45.00 30 " Reinf. Concrete Pipe, NoirStr. Backfill L .F. 609 55 .00 IO' Curb inlet EACH I 2700.00 5' Curb inlet EACH 3 2100 .00 Grate Inlet EACH I 2000 .00 Area Inlet EACH I 2000.00 Remove headwall & connect to 30" RCP EACH I 500.00 Inlet Protection EACH 6 100 .00 Drainage System Subtotal Water System Construction 6" PVC Water Line, Str. Backfill L .F. 235 23.00 6" PVC Water Line, Non-Str. Backfill L.F. 1,098 15.00 Fire Hydrant Assembly EACH 3 1850 .00 6"x 22.5 degree bend EACH l 150 .00 6"x 11.25 degree bend EACH l 150.00 2" Blow-Off Assembly EACH 3 360.00 Remove plug & connect to existing pipe EACH 3 100 .00 1.5'' Water Ser. >10 ft(avg. =48 ft .) EACH 17 850.00 1.5" Water Ser. ~l 0 ft (avg.= 7 ft.) EACH l 400.00 I " Water Ser. >IO ft (avg .= 56 ft.) EACH 2 600 .00 Water System Subtotal Sewer System Construction 6" PVC, D-3034, Str. Backfill(> 9 ft . deep) L.F. 76 40.00 6" PVC, D-3034, Non-Str. Backfill (> 9 ft. d< L .F. 1,056 25 .00 6" PVC, D-3034 , Str. Backfill ts 9 ft . deep) L.F. 132 32.00 6" PVC, D-3034, Non-Str. Backfill ts 9 ft. d< L.F. 875 15.00 Standard Manhole, 6-8 ft . deep EACH 3 1400.00 Standard Manhole, 8-10 ft . deep EACH 2 1600.00 Standard Manhole, I0-12 ft. deep EACH l 1750.00 Standard Manhole, 12-14 ft. deep EACH 2 1900.00 Standard Manhole, 14-16 ft. deep EACH l 2000.00 6" Cap EACH I 100 .00 6" Sewer Service ~ 10 ft. (avg.= 8 ft.) EACH 4 400.00 4" Sewer Service ~ 10 ft . (avg.= 6 ft .) EACH 5 325.00 4" Sewer Service > IO ft . (avg.= 54 ft .) EACH 18 1300.00 Trench Safety (sewer line) L.F. 2,137 2.00 Sewer System Subtotal Total Construction Cost Total I0,000.00 8,595.00 20,140.50 17,573 .85 2,550.00 27,780.00 19,761.00 553 .00 385 .00 750.00 790.25 108 ,878 .60 1,280.00 1,395 .00 33,495 .00 2,700.00 6,300.00 2,000.00 2,000.00 500.00 600.00 50,270.00 5,405 .00 16,470.00 5,550 .00 150 .00 150 .00 1,080 .00 300.00 14,450.00 400.00 1,200.00 45 ,155 .00 3,040 .00 26,400 .00 4,224 .00 13,125.00 4,200.00 3,200.00 1,750.00 3,800 .00 2,000 .00 100 .00 1,600.00 1,625 .00 23 ,400.00 4,274.00 92,738.00 $297,041.60 Date: May 12, 2000 To: Amanda Hudec, Accounting From: Bob Mosley, City Engineer~ Subject: Completed Infrastructure from Private Development By the attached letter of completion for the Edelweiss Estates Phase 7-B development, we have accepted the following improvements to the City of College Station infrastructure. Water: Sewer: 6-inch PVC main (3) fire hydrants 6-inch PVC (9) manholes Drainage: 18-inch RCP 24-inch RCP 30-inch RCP ( 4) curb inlets 1,333 linear feet 2, 139 linear feet 32 linear feet 31 linear feet 609 linear feet TOTAL $ 45,155 .00 $ 92,738.00 $ 50,270.00 $188,163. 00 The above figure represents the total value of the water infrastructure. cc : Natalie Ruiz, Development Coordinator Vern Wright, Engineering Technician Missy Green, Staff Assistant Jf1N-~ti -J ~~~ I HU 11 : -'I AM C. S. PUBLIC WORKS FA X NO. 409 764 3489 LETTER OF COMPLETION CITY ENGINEER CITY OF COLLEGE STATION COLLEGE STATION, TEXAS DATE: 1/27 /00 P. 02 fi E C E i \; ,::· ,, RE: COMPLETION OF_ Edelweiss Estates -L.. L' Phase 7-B Dear Sir: MAY 0 1 ZDOO The purpose of our letter is to request that the following listed improvements be approved and accepted as being constructed under city inspection and completed according to plan s and specifications as approved and required by the City of College Station, Texas. This ~pprcval and acceptance by the City is requ ested in order that we may finalize any sub- contracts and to affirm their warranty on the work. This approval and ncceptancc by the City of the improvements listed below does hereby void the letter of guarantee for the listed improvements on the above reference project. The one year warranty is horby affirmed and agreed to by Young Contractors and by their sub-contractors as indicated by signatures below. WORK COMPLETED DATE Landsburg Ct. ,Bernburg Ct. ,Augsbur g Ct. If bq bvo -----~-~.~-~- Storm Sewer ~ I Water Lines '-/ / zt I z c.>'C"J u Sanitary Sewer Owner: Begonia Corp. Contractor: Ymmg Contractors Address: 4103 Texas Ave. Add tess: __ ..:..P..:... =O_.__. _,B=o._,_x"--"6'---'-7 ...... 4 __ _ Project Manager Bryan TX 77805-0000 Signat;/.24 Bryan, TX 77802 Sig·naturc : ACCEPTANCE & APPROVAL J 2> 4096932 5 5 4 MCCLUR E E trnR I NC Item No. Edelweiss Subdivision, Phase 7B Engineer's Estimate November 2, 1999 Description Unit Quanity Unit Prioe Paving Construction Total l Mobili:z.ation Lump Sum 1 10,000.00 10,000.00 2 Earthwork C .Y. 2,292 3 .75 8,595 .00 3 1.5" HMAC Surface Course S .Y. 4,630 4 .35 20,140 .50 4 6" Lime Stabilized Subgrade S.Y. 5,579 3.15 17,573 .85 5 Extra Lime Ton 30 85.00 2 ,550 .00 1---1-----------·-··-·---·---------·--+-----1-----'---'"'-l 6 6" Crushed Limestorc Base S .Y. 4,630 6 .00 27,780 .00 7 Type llI Curb and Gutter L .f . 2,823 7.00 19,761.00 8 Type IV Curb L.F. 79 7 .00 553 .00 9 Remove Curb and Gutter L.F. 77 5 .00 385.00 1--1_0 -+-4-"S_i_de_wa_lk _________ .. _______________ _g_ ________ 300 ___ 2 .50 ______ 75_0_.o__,o 11 Sidewalk Ramo s S .F 109 7.25 790 .25 Pav~ Subtotal 108,878 .60 Drainage System Construction 12 18" Reinf. Concrete Pipe, Str. Backfill L.F. 32 40 .00 1,280.00 13 24" Reinf. Concrete Pipe, Str. Backfill L.F. 31 45 .00 1,395 .00 14 30" Rcinf. Corcrcte Pipe, NoirStr. Backfill L .F. 609 55 .00 33,495 .00 15 1 O' Curb inlet EACH I 2700.00 2 , 700 .00 16 5'Curb inlet ----EACH ______ 3_,___2_1_00_.oo__,_ ___ 6,__,3_00_.oo_, 17 Orate Inlet EACH 1 2000 .00 2,000 .00 18 Area lnlet EACH 1 2000.00 2,000 .00 19 Remove headwall & oonnect to 30" RCP EACH I 500.00 500 .00 20 Inlet Protection EACH 6 100 .00 600 .00 Drainage System Subtotal 50,270.00 Water System Construction 2 1 6" PVC Water Line , Str. Backfill L.F. 23S 2 3.00 5,405 .00 22 6" PVC Water Line, NoirStr. Ba ckfill L.F. 1,098 15 .00 16,470 .00 23 Fire Hydranl Assembly E ACH 3 1850 .00 5,550 .00 24 6"x 22.5 degree beoo EACH 1 150.00 150 .00 25 6"x 11.25 de~ree beoo EACll I 150 .00 150 .00 26 2" Blow-Off Assembly ········ ... ---·--... EACH --·----·-3 --360.00 ------1,080.00 27 Remove plug & comect to existing pipe EACH 3 l 00 .00 300 .00 28 1.5" Water Ser. >I 0 ft (avg . = 48 fl .) EACH 17 850.00 14,450.00 29 1.5" Water Ser. SIO ft (avg.= 7 fl .) EACH I 400.00 400 .00 30 1" Water Ser. >10 ft (avR . = 56 ft .) EACH 2 600 .00 1,200 .00 Water System Subtotal Sewer System Construction 31 6" PVC, D-3034, Str. Backfill(> 9 ft . deep) L.F. 76 40.00 32 6" PVC, D-3034, NoirStr. Backfill(> 9 ft . d• L .F. 1,056 25.00 33 6" PVC, D-3034, Str. Backfill (:5 9 ft . deep) L .F. 132 32 .00 34 6" PVC, D-3034, NoirStr. Backfill (:5 9 ft . d• L .F. 875 15 .00 35 Stardard Mamole, 6-8 ft . dce_p___ _ ______ ---~-'~~.!::!. __________ ! 1400 .00 36 Standard Manhole, 8-10 ft. dee p EACH 2 1600.00 37 StandardMamole, 10-12ft.deep EACH I 1750 .00 38 Standard Manhole, 12 -14 ft . deep EACH 2 1900 .00 39 Standard Manhole, 14·16 ft . deep EACH I 2000 .00 6"Cap --------->--~~CH ______ !. 100.00 6" Sewer Scrvioe ~ 10 ft . (avg .= 8 ft .) EACH 4 400 .00 4" Sewer Service S l 0 ft _ (avg .-= 6 ft .) EACH 5 325.00 4" Sewer Scrvioe > 10 ft. (avg .= 54 ft .) EACH 18 1300 .00 Trench Safety (sewcrlinc) L .F. 2, 137 2.00 Sewer System Subtotal Total Construction Cost 45 , 1 SS .00 3,040.00 26,400 .00 4,224 .00 13,125 .00 ,, __ 4,200 .~ 3,200.00 1,750.00 3,800 .00 2,000 .00 100 .00 1,600.00 l ,625.00 23,400.00 4,274 .00 92,738 .00 $297,041.60 P .02 ASll lit BROWNE ENGINEERING, INC. Enemeers and Consultants P.O. Box 10838, College Station, Texas 77842 July 21 , 1999 Veronica Morgan Asst. City Engineer City of College Station P.O . Box 9960 409-694-2123 Fax: 409-694-3694 College Station , TX 77842 Re : Plans Check for Edelweiss Phase 7 - B I have reviewed the construction plans that were provided to me on the a~ e referenced subdivision. The plans include the items called for on the attach '2 checklist. The information that was provided for review did not contain any engineers estimates nor a Cl rainage study. Since they are tying into the storm sewer in phase 7 -C, I vi.ould assume that you have this section covered in that drainage study. There are no fire flows provided for this phase. -0 74 ·gQQ Elrey B . Ash Ash & Browne Engineering , Inc Project Namc:_6._(i.;;..;./t;:;.z.we ..... t.-.~ ....... .s __ 7 _15_ Reviewcr: ___ £._,_A_~~(. ______ _ Public Water Infrastructure ~ p Overall utility layout sheet -showing casements (platted or by separate instrument) 0 If separate instrument easements are needed -do not approve until we get them recorded D TXOOT permits needed? jl Sealed and Signed O Engineers Estimates Lines TPipe material %' Pipe &i7.cs (allowable .... 6,8,12,16,18 -note no 10" approved) ·~ Depth (4'+)(min,max) 'ti(' Separation distances (TNRCC) ~ All utilities in plan & profile w/si:us and type fl_ Private vs. Public line distinction ~ Wyes not past property line (so meter can be within ROW/easement) f1. Max # of connections for size waterline (TNRCC) ~ Pipe deflection (noted as¥., degrees, radius-with begin/end cwve, not atjl) ~ Grades -existing and proposed (centerline, right and left) shown in profile ~ Full TNRCC compliance jif, Conflicts with other utilities shown ji' Labels on all major items in plan & profile (crossings) Ji Siu/Location sufficient for overall City nceds/masterplan J!f Minimiu: dead-Gd lines ft' Lines located in PUFJROW 'Ii Stationing on all ~ and taps g aJ'V!ive spacing (SOO') 'f{_ Valves· system isolation j! Valves -at hydrant /a-0 Bacldlow preventer&/ and check valves uses as necessary (@irrigation/fire sprinkler/pools/hazards) A Blowotrs (FH ok too) @end of dead end lines J Air release valves at all major high points Fire Hydrants A'. Fire hydrant spacing (Coverage) i Fire hydrant location (relative to curb) If Fire hydrant -detail/type specified N Q 0 Fire tlow calculations provided Senice Lines g Scrvioc lines -materials and si7.c specified from main to meter 'j Services provided to all lots to a point beyond sidewalks on both sides of street 1 ot'12 Project Name: Review Date:, __________ _ Reviewer: ___________ ~ Public Water Infrastructure( cont.) ~ ~ Standard Details noted or included (referenced as city of CS Standard Details) ~ Details for all non-standard items (included/ok) (not on CS Std. detail sheet) ~ All MI valves and fittings ~ Thrust blocking J2(. Easement width adequate ~ Embcdment details (specify option) p Trench safety if deeper than S' !f Erosion control notes The following items arc variances to the College Station public waterline standards: 2al12 Project Name: 7-3 Review Date: __________ _ Reviewer: ___________ _ Public Wastewater Infrastructure General )lI_ Overall utility layout sheet • showing casements (platted or by separate instrument) j1 If separate instrument easements are needed -do not approve until we get them recorded 0 TXDOT permits nee.de.d? ,;5 Sealed and Signed 0 Enginccn Estimates Lines £Pipe material ~ Pipe sizes (allowable .... 6,8,10,12,15,18) Ji:" Depth (min cover) 1, Depth (accs&ve) ~ Separation distances (TNRCC) '?, All utilities in plan & profile w/sizcs and type ~ Private w. Public line distinction J1. Wyes not past property line ~ Grades -existing and proposed (centerline, right and left) shown in profile ,:S.. Flowlines (specified/labeled) )Qf Full TNRCC compl.iaDOc p Conflicts with other utilities shown (min. I 'clear I except water-see TNRCC) t Labels on all major items in plan & profile (crossings) 'if Size/Location sufficient for overall City needs/masterplan ~ Lines located in PUFJROW Jll Stationing on all manholes and services ~ ~ ~codinMH %_ Manhole spacing (max 500') ~ Manhole diameter based on depth and line size (4'vs.5' diam.) lr Manhole covers -"watertight" cover if in floodplain ;! Manholes accessible from public ROW/easement J?! Manholes at change of alignment, grade or size )1" Drops through manhole (l'NRCC) Service Lines p; Service lines • materials and size specified from main to end ¥ Services provided to all lots to a point beyond sidewalks on both sides µi o Services ~ 6" enter at manholes 3 al l 2 Project Name: Eckl LLJelSS 7.:_{, Public Wastewater Infrastructure(cont.) ~ t Standard Details noted or included (referenced as city of CS Standard Details) ~ Details for all non-standard items (include/ok) (not on CS Std. detail sheet) A Easement width adequate &( Embedmeot details (specify option) 9' Trench safety if deeper than s· /f Erosion control notes The following items arc variances to the College Station public wastewater standards: "al12 Project Name: Review Date: __________ _ Reviewer:. ___________ _ Public/Private Streets ~no:!nn plan Jayout of streets 'ji Plan and profile for all streets ~ 0 If separate iDstrumcnt casements arc needed -do not approve until we get them recorded /J1> D TXDOT permits needed? tf1' Sealed and Signed 0 Engineers Estimalt'$ Street Paving Plan #A 0 Sidewalk locations per subdivision re~. ~ Cwb inlets shown 'fl Culverts location ~ Storm Sewer location !M-0 Bike lanes/striping ~ Street widths Y Right of way/casement width J1. Radius si7.cs for (curb returns, median noses, turn lanes, etc) ~ Cwb and Gutter delineated fo Street Names ~ Plan and Profile -stationed /",, Benchmarks rcfereoced ~ Centerline stationing info . (PC, PI, PT, other angle/bearing) ~ Curve info (length. tangent. radius, angle) JZ Min. and Max. grades 11 Radii SidewaJkl D Width 0 Location 0 X-slope 0 X-scc:tion (beddin& thi~ stccl) -&CC details jl' Handicap ramps (location, x-slope, long slope, landing width, sideslopes. no cwb returns on ramps) Paving Profile 0 All proposed and existing utility conflicts shown with si.ze and flowline ~ Profile of existing ground (centerl.i.Dc, right and left) if_ Location of proposed storm sewers with size and grade Ff Top of cwb profile with grades .JI Proposed paving profile 'oll:Z '"" Public/Private Streets{cont.) Details ,<i\--O Sidewalk x-section 0 Tic between sidewalk and back of cwb ( if applicable) A Paving x-scction w/crown dimensioned fl Handicap r.unps ~ Cwb and gutter Project Name: 7-/; Review Date:.~~~~~~~~~~~ The following items arc variances to the College Station street standards: 6aC12 Project Namc:--"&k=-"-=---/""""k:}e ____ ,.:;_ ___ s_Z_-z Review Date: __________ _ Reviewer:. ___________ ~ Public/Private Storm Sewer General )1' Overall plan layout of drainage facilifies (can be shown on street plan) showing casements 0 If separate instrument easements are needed -do not approve until we get them recorded J( Plan and profile for all storm sewers 0 TXDOT permits needed? ~ Sealed and Signed 0 Engineers Estimates Storm Sewer/Culverts ft. Pipe material (RCP = storm. RCPorCMP = atlvert) ~ Pipe sizes labeled (see pg.47 DPDS) ~ Size/Location sufficient for overall City needs/masterplan "Ji' Depth (min cover) ~ Depth (exccs&ve) 'pf All utilities in plan & profile w/sizes and type A Private vs. Public line distinction Jif. Street grades -existing and proposed (centerline, right and left) shown in profile ff F1owlines (specified/labeled) (,# 0 Conflicts with other utilities shown Ji Labels on all major items in plan & profile ~ Located within drainage easement or right-of-way (specify width) (public only) ~ Easement width adequate per DPDS ~ Stationing ihown t., Outfall location (if open, is rip-rap needed per design calcs) ;et' Does it match drainage report (sizes, inlets, etc) Ji Hydraulic Grade Linc (on plan or in drainage report) Junction Boxes/Manbolesflnlets ! JBIManhoI.ines end in JB/MH 7:.._ le spacing (sec pg 47 DPDS) { JB/Manholes accessible from public ROW/easement h JB/Manholes at change of alignment, grade or si7.C ~ Drops through inlet/manhole/JB (see pg 48 DPDS) I Curb inlets shown and labeled (referenced to drainage report) Details /! Standard Details noted or included (referenced as city of CS Standard Details) J1' Details for all non-standard items (included/ok) (not on CS Std. detail sheet) e Embedrneot details (specify option) Cr Trench safety if deeper than S' 'yf Erosion control notes f! Culverts (SE1) '1 Inlet/I-Box or manhole details (manhole access) 7ol12 Public/Private Storm Sewer (cont.) Channels JJt{ 0 Channel Liner -per DPDS [ 0 Cross sections with side slopes -meets DPDS 0 Longitudinal slope (0.4% min.) 0 Rip Rap needed? Project Name: ' Details { D Standard Details noted or included (referenced as city of CS Standard Details) 1' 0 Details for all non-standard items (include/ok) (not on CS Std. detail sheet) 0 Erosion control notes Detention System O Side slopes 0 Bottom slopes D Grading plan 0 Low flow flume 0 Outlet Structure shown -corresponds to drainage report 0 Inlet Structure shown -corresponds to drainage report 0 Emergency spillway -corresponds to drainage report 0 Rip Rap if high velocities exist at inlet or outlet -length/width/siw'details 0 Flowlines at inlet and outlet 0 Complies with drainage report Details 0 Standard Details noted or included (referenced as city of CS Standard Details) 0 Details for all non-standard items (included/ok) (not on CS Std. detail sheet) 0 Erosion control notes 0 Inl~.&tJQcturc 0 Outlet structure The following items arc variances to the College Station drainage standards: lall:Z Project Name:---.Ftt_2, ________ /_i..ue................_r _s _>-_?--~ Review Date: __________ _ Reviewer: ___________ _ Drainage Reports Location O Primary drainage system identified 0 Surrounding developments shown 0 Local streets, drainage systems shown Description 0 Acreage of project 0 Land cover described 0 Primary/secondary systems within property shown 0 Geocral description Drainage Basins O RcfcrcDccs to FIRMs if applicable 0 Secondary system flow patterns and impact of development on existing system 0 Proposed pathways to Primary system shown or described Design Criteria 0 Any deviation from standards being requested? 0 Discussion of site constraints and capacities (streets, existing st.ructwes, etc .) 0 Discussion of any applicable previous drainage studies and how this plan will affect it Hydrologic Criteria 0 Rainfall/runoff calculation method described and calculations provided 0 Detention discharge I storage calculation method I calculations 0 Storm rccurrencc intervals used 0 Discussion of other drainage facility design criteria used if not referenced in Standards Hydaulic Criteria 0 Identify capacity of systems used D Specify velocities at critical points in system 0 Identify detention I retention outlet and routing 0 Discussion of other drainage facility design criteria used not referenced in Standards Drainage Facility Design 0 Diicui& drainage paUCma I flows (pre vs. post) 0 Are they draining water onto another property owner? -if so, is it where the water tlowcd before? and is it not more than what flowed there before? and no faster than it flowed before? 0 J?iscuss erosion control measures employed 0 Discuss detention pond design (sideslope, low flow channels, outlet works, freeboard, emergency spillway) 0 Discuss maintenance access and responsibilities Conclusions 0 Verify compliance with DPDS (signed and sealed certification) 0 Explain effectiveness of improvements with regard to controlling discharges of S -100 year storm by a) Detaining b) Acx:ommodating runoff in existing I proposed casements or ROW discharging into primal)' system c) Combination of a & b o:ldew_~doc 3/l5199 ht'l2 Project Namc:._.;:;;..Gt_de~~.:.-f 1.0€-..=...;;;~'-s_s._~?-"P Review Date: __________ _ Reviewer:. ___________ _ Drainage Reports(cont.) Appendices 0 References (all criteria and technical infonnation used) 0 Hydrologic computations 0 Land use assumptions for adjacent property 0 Minor/major storm runoff at specific points 0 Historic/fully developed runoff specific points 0 Hydrographs at critical points 0 Hydraulic computations 0 Culvert capacities (headwater and tailwater assumptions) 0 Storm sewer capacities 0 Street capacities 0 Storm inlet capacities (inlet control rating) 0 Open channel design D Detention area I volume capacity I outlet capacity Attached Dnwings 0 Location map with drainage patterns D Floodplain map if any 0 Drainage plan with topo (existing and proposed with arrows if needed) 0 Details of outlet structures 10 ol'l2 Review Date:. _________ _ Reviewer: __________ _ DEVELOPMENT PERMIT 'l . 1. Application Fee ($100) ~ 2. Application 0. Erosion Control Plan ~ 4 . EPA/NOI (> S acres) I/, S. Public Infrastructure Inspection Fee ($300) ~ 6. Drainage Report ~ A 7. HOA Covenants for maintenance of detention/retention ponds µ J}-8. Easements Dedicated (separate instrument) ~petmhslo~ ~··Raj-? (1-4 necessacy for rough grading/clearing ....... all others necessacy for full,.,.-··· 11 ol'l2 ' . Review Date: __________ _ Reviewer: _____ '---------~ TXDOT PERMIT CHECKLIST 0 Permit signed (Utility or Driveway) by owner 0 Set or excerpts of construction plans of what is proposed within RI 0 Traffic Control Plan (TMUfCD) O Drainage Calculations (if applicable) For City Use 0 Sign permits 0 Attach cover letter 0 Submit in triplicate to TxOOT 12 olll l z: 409693 2 554 MCCLURE ENGR INC P.02 DEVELOPMENT PERMIT PERMITNO. 99-50073 Edelweiss Estates Phase 7-B FOR AREAS OUTSIDE THE SPECIAL FLOOD HAZARD AREA RE: CHAPTER 13 OF THE COLLEGE STATION CITY CODE SITE LEGAL DESCRIPTION: Edelweiss Estates Phase 7~B DA TE OF ISSUE: November 30, 1999 OWNER: Steve Arden Brazosland Realty 4103 S Texas Ave., Suite 100 Bryan, TX 77802 TYPE OF DEVELOPMENT: SPECIAL CONDITIONS: Full As per approved construction plans dated November 24, 1999. SITE ADDRESS: 3500 Edelweiss Ave. DRAINAGE BASIN: Lick Creek VALID FO~: 12 MONTH CONTRACTOR: \.' .,, ·~ . ~ ~ The Contractor shall take all necessary precautions to prevent silt and debris from Jeavin construction site in accordance with the approved erosion control plan as well as the City o Drainage Policy and Design Criteria . The Owner and/or Contractor shall assure that all disturbed and establishment of vegetation occurs prior to removal of any silt fencing or hay bales used for control. The Owner and/or Contractor shall also insure that any disturbed vegetation be retum to its original condition, placement and state. The Owner and/or Contractor shall be responsible for any d age to adjacent properties, city streets or infrastructure due to heavy machinery and/or equipment as well as er ion, siltation or sedimentation resulting from the permitted work. Any trees required to be protected by ordinance or as part of the landscape plan must be compte y fenced before any operations of this permit can begin. In accordance with Chapter 13 of the Code of Ordinances of the City of College Station, measures insure that debris from construction, erosion, and sedimentation shall not be deposited in city s drainage facilities. l hereby grant this permit for development of an area outside the special flood hazard area. All be in accordance with the plans ·and specifications submitted to and approved by the City development permit application for the above named project and all of the codes and ordinan Cot ge Station that apply . Date Date Contractor Date velopment shall gineer in the of the City of ' ,· I I I z: 40 9 6932554 MCC LURE EHGR IHC P.03 NPOES FORM THIS FORM REPLACES PREVIOUS FORM 3510·6 (8·98) ' See Reverse fol' Instructions &EPA United Slates Envlronmen~ Protec:ion Agency Washington , OC 20460 . Notice or Intent (NOi) for Storm Water Discharges As CONSTRUCTION ACTIVITY Under a NPDES Gene Submission or this Notice ol Intent constitutes :-:etice that the part'/ identi!ieo in Section I or this lorm !ntends :o be au fo< storm water cfischarges a'ssoclated wllh cor.s:.~ activity In the State/Indian Country Land identifieo ln S~n II of this or Intent also constitutes nollce that Che part/ k:enuried In Section I or this form meets the eligibility reqwements in Patt 1.8. those related to . protection or eildangered ~es determined through the procedures In Addendum A of the ,eneral per authOrization to discharge Is contingent on inaJnl!ining permit eligib41ity, and th!t implementation of the Storm Water POiiution Part IV of the general permit will begin al lhe Urr.e lhe permlnee commences work on the construction ~rci ect iCentified in OBTAIN AUTHORIZATION, All INFORMATIC~ REQUESTED MUST SE INCLUDED ON THIS FOFi~.I. SC:E INSTRU t. Owner/Operator (Applicant) lnfonn1tlon Name : ly;OU 1ttl1b1 1C.101"-'!T1l.:fbC.1T1e>1e.f?.J..,-L;!tJ•Lt I I P~.cne: Adtifess : 1f101 1.B101X1 1~i11t/: • I I I : I r • ! ! I I t City : State :~ II. ProjecVSite Information ProjectName : ~&.1Lrt'·HJJ1S1.S• 1§S1DA-1r1£.1S1 ·P1#f11t1 S16J 17rB · I I Project Address/Location : I I I I I t : I I I I 1 1 t 1 : I I I ; ! I City : C-101L...1l-1£(, tEI 1$rr"1~J) \ 10 11\?t I ! 1 1 J State : jT ~I Latitu~e : 111013141 IJ51 -LongittM:e:IC141~lt 1E2lorl I OMB No. 20<0' he facility fccaled on li'ldi - ntry Lanes? Yes O No I Has lhe Storm Water PolluUon Prevention Ptan (SWPPP) been prepared? Ye~ No 0 I I I I ' I Optional : Address of loc&tion or SWPPP fC)( viewing SWPPP Address : I I I 0 ~ress In SeeUon I above 0 Address in Sec!ioo II O!!X>ve 0 I I I I I I I I I !. I I 1, I I I I I I I I I City : I· I J I 1 r J_J State : LLJ Zip Code: NameofReceivingWater: IN1 f101~J<1 I~ f I '41' 1C..1K0 1C.1e1t.f.1rJ 1 • I I ~f/1 fjc1 'Zt-Q op I Monrtl Day Ye.ar Month Ort Yur Estimated Construction Start Date Estimated Compteti~ Date Estimate or area to be disturbed (to nearest aCl'CJ): I 12.1 I I I I C:slimato or Likelit\oOd of Oiseharge ~choose cnly one): 1 . 0 Unlikely 2. ~ Once per month 111. Certification 3. 0 One~ per week .4. 0 Once per day S. 0 Continual Based on inslnJc)on provided In there any ~sted enoangered 0< ttv crillcal habitat in the project area? Yoes 0 I have salisfied permit efigibilily wtltl endangered $98Ces V\fough lhe I ol the permit (chect< o"' or more (a)% (b) O ard 10 protection of led Se<;lion of Part t.B .3.e. ): (d>D I certify under penalty of law that this document and all attachmcnl$ were prepared under my direction or supervision accordance with a sys! designed to asW'e thal qualified petSOMel pcoperty gather and evaluate the iofor~tion submitt~d. '&.sed on my Inquiry lhe ~rson o< persons manage this system. °' Chose persons ditec\ly responsl~le for gathering tho information, the Information submitted Is, to best or my knowledge a belief. true, aCX\ltate. and complete. I am aware that the1e arc slgnilicanl penalties foe submitting rats. inrocmauon. 'inetudilWi the possibility of fine Imprisonment (°5 knowing vlolattons. Print Name : I A'r£' 1 I 17 I Hr P"i I fi I IS f4S 1c:> 1 rJ1_L1__..I _...1 _.._I ~_.__._...._...._..._..._.__.,__, Sign3turc : d.et... i ~ ~ ~ EPA Form ::1510·9 roplaccd 3510-6 (8·98) .. ~ () I I Oa10: ··' · .. ·.·~ _: .. ~ z 4 096932 554 MCC LUR E EHGR I HC P.01 ~~ McCLURE ENGINEERING, INC.----------- Mr. Jeff Tondre, P.E. Development Engineering CITY OF COLLEGE STATION P .O . Box 9960 College Station, Texas 77845 RE: Edelweiss Estates, Phase 7·B Dear Jeff: Attached please find the following items for the above referenced subdivision: / 1. Seven (7) sets ofrevised construction plans ~ Four (4) of the sets of plans are for your files and three (3) are to be returned to me with the City's stamp for the Contractor's use on the job site. If you will call when our sets arc ready, we will pick them up. Should you have any questions or need additional infonnation, please advise . Very truly yours, President MRM/mlm attacl:unents 1008 Woodcreek Drive . Suite 103 •College Station , Texas 77845 (409) 693 ·3838 •FAX (409) 693 -2554 •email : mcclure@tca .net 11/30 /99 10: 22 21: 4096932554 MCCLUR E EH GR IHC Item No. t 2 3 4 s 6 7 8 9 10 11 12 13 14 JS 16 17 18 19 20 21 22 23 24 2S 26 27 Edelweiss Subdivision, Phase 7B Engineer's Estimate November 2, 1999 Description Unit Quanity Paviol? Construction Mobilization Lump Sll'TI 1 Earthwork C.Y. 2,292 1.s· HMAC Surface C.oursc S.Y. 4,630 6• Lime Stabilized Subgrade S.Y. S,S19 Extra Lime Ton 30 ·----·------6• Crushed Limestooo Base S.Y. .C,630 Type Ill Curb and Gutter L.F. 2,823 Type IV Curb L.F. 79 Remove Curb and Gutter L .F. 77 .c· Sidewalk S.F 300 ---· ·-------·------·---Sidewalk Ramos S.F 109 ~Prioe 10,000.00 3.7S 4.35 3.15 85 .00 6.00 7.00 7.00 S.00 2 .SO 7.25 Pav~ Subtotal Drainage System Construction Ir Reinf. Concrete Pipe, Str. Backfill L.F. 32 40.00 2.c• Rcinf. C.oncn:tc Pipe , Str . Backfill L.F. 31 45 .00 30" R.einf. C.ooorcte Pipe, Non-Str . Baclc:fill L.F. 609 SS .00 1 o· Curb inlet EACH I 2700 .00 s· Curb inlet EACH 3 2100 .00 ·-·----· Orate Inlet EACH I 2000 .00 Area lnlet EACH J 2000.00 Remove headwall &: comect to 30" RCP EACH I S00.00 Inlet Protection EACH 6 100 .00 Draimgc System Subtotal Water System Construction 6• PVC Watct Line, Str. Bacldill L.F. 235 23 .00 6• PVC Water Line, Non-Str . Backfill L.F. 1,098 15 .00 rU'C Hydram Assembly EACH 3 1850 .00 6•x 22.5 degree bend EACH I IS0.00 6•x 11 .25 de2rec herd EACH I 150.00 --.... -· --·--·····-·------------· r Blow-Off Assembly EACH 3 360.00 Remove plug & c:omect to existillt pipe EACH 3 100.00 28 . 1.s• Water Ser. >10 ft (avg .,.. 48 fl .) EACH 17 SS0.00 29 JS Water Ser. ;510 f\ (avg."" 7 fl.) EACH I .C00.00 30 t •Water Ser. >10 ft (av2 . • 56 ft .) EACH 2 600 .00 Water System Subtotal Sewer System Construction 31 6• PVC, D-3034, Str. Backfill(> 9 ft . deep) L.F. 76 40.00 32 6" PVC, D-3034, Non-Str . Baclc:fill (> 9 ft . d L.F . 1,056 25 .00 33 6• PVC, D-3034, Str. Backfill CS 9 ft . d~p) L.F. 132 32 .00 34 6• PVC, D-3034, Non-Str. Baclc:fill CS 9 fi . d L.F. 87S IS .00 3S Stardard Mamolc, 6-8 ft. dee_p ._ EACH 3 1400.00 ·-------....... _______ ------·· .. -- 36 Stardard Mamole, 8·10 f\. deep EACH 2 1600.00 37 Stardard Mamole, 10-12 ft . deep EACH I 1750 .00 38 Standard Mamolc, 12.1.c ft . deep EACH 2 1900 .00 39 Standard Mamolc, 1.c-16 ft . deep EACH I 2000.00 40 6-cw EACH I 100.00 ---·-----J.---------------· 41 6• Sewer Service~ 10 ft. (avg .= 8 ft .) EACH • 400 .00 42 4-Sewer Service~ I 0 ft . (avg. c 6 ft.) EACH s 32S .OO ~ ~3 4• Sewer Service> 10 ft . (avg .= 54 ft .) EACH 18 1300.00 • 4 Trer¥:h Safety (sewer I~) L.F . 2,137 2.00 • •'t Sewer System Subtotal ,,J rl Total Construction Cost Total 10,000.00 8,S9S.00 20,140 .SO 17,573 .SS 2,SS0.00 27,780 .00 19,761.00 SS3 .00 38S.OO 7SO .OO -790.25 108,878 .60 1,280 .00 1,395 .00 33,495.00 2,700 .00 6,300 .00 2,000 .00 2,000.00 500 .00 600.00 50,270.00 S,405 .00 16,470.00 S,550 .00 150 .00 I 50 .00 --1,080.00 300 .00 14,450 .00 .C00.00 1,200.00 45, 155.00 3,040.00 26,400.00 4,224 .00 13,125.00 --4,200.~ 3,200 .00 l,7SO.OO 3,800 .00 2,000 .00 100.00 1,600.00 l ,62S .OO 23,.C00.00 .C,274 .00 92,738 .00 $297 ,041.60 P.02 DEVELOPMENT PERMIT PERMIT NO . 99 -50073 Edelweiss Estates Phase 7-B FOR AREAS OUTSIDE THE SPECIAL FLOOD HAZARD AREA RE: CHAPTER 13 OF THE COLLEGE ST A TION CITY CODE SITE LEGAL DESCRIPTION: Edelweiss Estates Phase 7-B DATE OF ISSUE: November 30, 1999 OWNER: Steve Arden Brazosland Realty 4103 S Texas Ave., Suite 100 Bryan, TX 77802 TYPE OF DEVELOPMENT: Full SPECIAL CONDITIONS: As per approved construction plans dated November 24 , 1999 . SITE ADDRESS: 3500 Edelweiss Ave . DRAINAGE BASIN: Lick Creek VALID FOR: 12 MONTHS CONTRACTOR: The Contractor shall take all necessary precautions to prevent silt and debris from leaving the immediate construction site in accordance with the approved erosion control plan as well as the City of College Station Drainage Policy and Design Criteria. The Owner and/or Contractor shall assure that all disturbed areas are sodden and establishment of vegetation occurs prior to removal of any silt fencing or hay bales used for temporary erosion control. The Owner and/or Contractor shall also insure that any disturbed vegetation be returned to its original condition, placement and state . The Owner and/or Contractor shall be responsible for any damage to adjacent properties, city streets or infrastructure due to heavy machinery and/or equipment as well as erosion, siltation or sedimentation resulting from the permitted work. Any trees required to be protected by ordinance or as part of the landscape plan must be completely fenced before any operations of this permit can begin. In accordance with Chapter 13 of the Code of Ordinances of the City of College Station, measures shall be taken to insure that debris from construction, erosion, and sedimentation shall not be deposited in city streets, or existing drainage facilities . I hereby grant this permit for development of an area outside the special flood hazard area. All development shall be in accordance with the plans and specifications submitted to and approved by the City Engineer in the development permit application for the above named project and all of the codes and ordinances of the City of Col ge Station that apply. Date Date Contractor Date DEVELOPMENT PERMIT PERMIT NO. 99-50073 Edelweiss Estates Phase 7-B FOR AREAS OUTSIDE THE SPECIAL FLOOD HAZARD AREA RE: CHAPTER 13 OF THE COLLEGE ST A TION CITY CODE SITE LEGAL DESCRIPTION: Edelweiss Estates Phase 7-B DATE OF ISSUE: November 30, 1999 OWNER: Steve Arden Brazosland Realty 4103 S Texas Ave., Suite 100 Bryan, TX 77802 TYPE OF DEVELOPMENT: Full SPECIAL CONDITIONS: As per approved construction plans dated November 24, 1999 . SITE ADDRESS: 3500 Edelweiss Ave. DRAINAGE BASIN: Lick Creek VALID FOR: 12 MONTHS CONTRACTOR: The Contractor shall take all necessary precautions to prevent silt and debris from leaving the immediate construction site in accordance with the approved erosion control plan as well as the City of College Station Drainage Policy and Design Criteria . The Owner and/or Contractor shall assure that all disturbed areas are sodden and establishment of vegetation occurs prior to removal of any silt fencing or hay bales used for temporary erosion control. The Owner and/or Contractor shall also insure that any disturbed vegetation be returned to its original condition , placement and state. The Owner and/or Contractor shall be responsible for any damage to adjacent properties, city streets or infrastructure due to heavy machinery and/or equipment as well as erosion, siltation or sedimentation resulting from the permitted work. Any trees required to be protected by ordinance or as part of the landscape plan must be completely fenced before any operations of this permit can begin . In accordance with Chapter 13 of the Code of Ordinances of the City of College Station , measures shall be taken to insure that debris from construction, erosion, and sedimentation shall not be deposited in city streets, or existing drainage facilities. I hereby grant this permit for development of an area outside the special flood hazard area . All development shall be in accordance with the plans and specifications submitted to and appro ved by the City Engineer in the development permit application for the above named project and all of the codes and ordinances of the City of Col ge Station that apply. Date Date Contractor Date RING, INC. e, Suite 103 as 77845 693-2554 McCLURE ENG/NEE 1008 Woodcreek Driv College Station, Tex (409) 693-3838, FAX TRANSMITTAL LETTER TO: Mr. Jeff Tondre, P .E. D A R ate: 11/24/99 Proj. # Development Engineering Department ttn: CITY OF COLLEGE STATION E: EDELWEISS ESTATES, PHASE 7-B We are sending you the following: [8J Attached D Under Separate Cover Via: D Invoice D Prints [8J Plans D Contractor Invoice D B id Books D Specifications D Change Order D Contracts D Other Copies Date Description 1 Set of Staff red-lined constru ction plans 7 Sets of construction plans re vised per red-line comments These are transmitted as follows D For Approval D Approved as Submitted 3 Sets to be approved and returned to me [8J For your use D Approved except as noted 4 Copies for your :files D As Requested [8J Resubmitted after Revisions Corrected Prints --- D For Review Comments D Other REMARKS: PLEASE CALL WHEN OUR SETS ARE READY TO BE PICKED UP. THANX! COPY TO: SIGN ED:~ oc:;R. McClure , P.E., R.P.L.S. President - FOR OFFIC.I}, USE 0 Y P&ZCASENO· ~q -~~ .. DATE SUBMITI'ED: '<J//<;:/~ qq -13 FINAL PLAT APP LICATION (check one) Minor __ Amending Final __ Vacating __ Replat ine date for P & Z Commission consideration. The following items must be submitted by an e.5tablished filing deadl MINIMUM SUBMITTAL RE QUIREMENTS: i/ Filing Fee of $200.00. ). 7 Development Permit Application Fee of$100.00 (if applicable _L Infrastructure Inspection Fee of $300.00 (applicable if any pub lie infrastructure is being constructed .). ~Application completed in full . ust be submitted after staff review.) r Plan (if applicable). ty and College Station I.S .D . v Thirteen (13) folded copies of plat. (A signed mylar original m 7 One (1) copy of the approved Preliminary Plat and/or one (1) Maste v Paid tax certificates from City of College Station, Brazos Coun --v7" A copy of the attached checklist with all items checked off or a brief explanation as to why they are not. V" Two (2)copies of public infrastructure plans associated with this plat (if applicable). APPLICATION D ATA NAME OF SUBDMSION bDi=1-w£1<?";. E5//.l-rts ) PnA $E ]-B SPECIFIED LOCATION OF PROPOSED SUBDMSION Loe.A TcQ ~OlJ7l.l.We$T oF (!ol/I PL.GIG D p~~ES B 4 1-~ l APPLICANT/PROJECT MANAGER'S INFORMATION (Primary Contact for the Project): Name STev'E AtDEIJ t BeAloSLAb]D £'e-.4L1Y Street Address 4103 ~. l@A-5 Av£, , 501-n: loo City State ft., Zip Code 17Bo7.. E -Mail Address Phone Number 84~ -5"135 Fax Number. PROPERlY OWNER'S INFORMATION: Name B@otJIA CoePoeATiDtU Street Address f'} o I 5AA1 JAl111.rro City State T'I. Zip Code 77Do7-E -Mail Address f. '\ "5~4--oo~p Phone Number \. 713; 4£G' '. t' 44-- ARCIDTECT OR ENGINEER'S INFORMATION: Fax Number. Name Ml (!.U) eE £rJ<;1,J E:E.tZ.J..ut. , Li~ , Street Address i11.. Z {31zotu>Moote. City State ft Zip Code 11 Bo-z.. E -Mail Address Phone Number _1 ....... 7.:....;;le.........:~;_1.:....;oD'----_____ Fax Number. FINAL PLAT APPLICATION FNLPAPP.DOC JflS/99 111P 8e'lfJtJ 1 JE'ilA S J-JDt.)$/otJ 1 7i:>{AS &'t!J.AJ "1l. ~j 7700-z. 1 ofJ '"> TOTAL ACRES OF SUBDIVISION /3, '55Z. R-0-W ACREAGE /.~3 TOTAL# OF LOTS 57 ----- NUMBER OF LOTS BY ZONING DISTRICT 57 I £-/ / I -~ -- A.VERAGE ACREAGE OF EACH RESIDENTIAL LOT BY ZONING DISTRICT: O.ZD//!..-1 · I I I -- FLOODPLAIN ACREAGE ':l:cf.o PARKLAND DEDICATION ACREAGE h/a.. OR FEE AMOUNT ----- A STATEMENT ADDRESSING Af« DIFFERENCES BE'IWEEN THE FINAL PLAT AND APPROVED MASTER DEVELOPMENT PLAN AND/OR PRELIMINARY PLAT (IF APPLICABLE): me-t.1ry Hll$ l!EvtelUt.:p ll ttJAJpr7io,<JAl $1£ fE?l/£1/f fi>e Ii fJ.ws6'/T~IAN allvLUI 70 &: t.o(ll'!El> LfiR4t:l'I wrm1,J f/lolb~<W PtfllS~ <=} I IJJElEf•(}/le TM /?EMl?/N/NC, Pce.1iop OF p~ q HA$ ~~ /A}(fll)j)C/) w/ PH, 78 . . REQUESTED VARIANCES TO SUBDIVISION REGULATIONS & REASON FOR SAME -------- 0 NE REQUESTED OVERSIZE PARTICIPATION ____________________ _ /'Jof!)£ TOTAL LINEAR FOOTAGE OF PROPOSED: 11 qCJ STREETS o SIDEWALKS ftp 1-Z. SANITARY SEWER LINES I~?~ WATERLINES o CHANNELS t,~1 STORM SEWERS o BIKELANES/PATIIS NOTE: DIGITAL COPY OF PLAT (IF APPLICABLE) MUST BE SUBMITTED PRIOR TO FILING. The applicant has prepared this application and certifies that the facts stated herein and exhibits attached hereto are true, co"ect and complete. The undersigned hereby requests approval by the City of College Station of the above identified final plat. FINAL PLAT APPLICATION FNLPAPP.DOC 3f2S/'J9 Date ' ' 2 of3 SUPPLEMENTAL DEVELOPMENT PERMIT INFORMATION Application is hereby made for the following development specific site/watelway alterations: ~CKN"OWLEDGMENTS: I.----------------' design engineer/owner. hereby aclcnowledge or affirm that 1be information and conclusions contained in the above plan5 and supporting documents comply with the current requirements of the City of College Station. Texas City Code. Chapter 13 and its associated Drainage Policy and Design Standards. AS a condition of approval of this permit aj>plication. I agree to construct the improvements proposed in this application according to these documents and the requirements of Chapter 13 of the College Station City Code. Property Owner(s) Contractor CERTIFICATIONS: (for proposed alterations within designated flood hazard areas.) A. I, certify that any nonresidential structure on or proposed to be on this site as part of this application is designated to prevent damage to the structure or its contents as a result of flooding from the 100 year storm. Date B. I, certify that the finished floor elevation of the lowest floor. including any )3SCment. of any residential structure. proposed as part of this application is at or above the base flood elevation established in the latest Federal Insurance Administration Flood Haz.a.cd Study and maps. as amended. Engineer Date c. I, M1c.1-U1t;L /?. MeC,weE . certify that the alterations or development covcccd by '.tltls ~~\~\\ diminish the flood~g capacity of the waterway adjoining or crossing this permitted site and that such al~~~···~'•t development are consistent with requirements of the City of College Station City Code, Chapter 13 conce~· _. • ts·~ 11. flood and ffl ~""' : ':. * 'I. ways 0 y ..... LLlf>es. . °"I * • • * r.A V4 ............................... 1 , ~ ~ & )1 /11 ~:o~t9.t'ef..~.B.M~!.V.j~1 Da~ I ,,i ··~~ 327 40 Q.·· /#J ·~~ ··l!ISTE'?-.~··rff"-,, .$'.s •••••••• ~VJ D. I, do certify that the proposed alterations do not raise the level ii~~ flood above elevation established in the latest Federal Insurance Administration Flood Hazard Study. Engineer Date Conditions or comments as part of approval:-------------------------- ·n accordance with Chapter 13 of the Code. of Ordinances of the City of College Station. measures shall be taken to insure that debris .rom construction. erosion. and sedimentation shall not be deposited in city streets, or existing drainage facilities. All development shall be in accordance with the plans and specifications submitted to and approved by the City Engineer for the above named project All of the applicable codes and ordinances of the City of College Station shall apply. FINAL PLAT APPUCATION FNLPAPP.DOC 3fl5/99 -------------- 3 o()