Colorado Technological Center Filing 1 Lot 14 Block 6 Majestic Brewing PUD SRU Mylar

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METAL SIGN WHIT LETTERS GREEN BACKGROUND LOT 9 CTC INDUSTRIAL PARK i LOT 10 1•-4" WARNING: 1H/S AREA IS A DETENTION POND AND IS SUBJECT TO PERIODIC FLOODING TO A DEPTH OF 12 0 4.1 1 FLOOD WARNING S/GN 11 -MR 1 • • 4 .• • • TAYLOR AVENUE •, • N £OIPIYI CN T PAD PAD 12:x IV 14,1 5334 LOT 13 5332 .5=00 /////////////////////////////////////////////////////// LOT 14 52,139 s. f. /i/i__/_L -t X5332.75 okd 5337.110+/ d ,i • ' .c_...I TYPE 13 INLET 14A LIMIT OF WATER GRA 1E ELEV. = 533000 SURFACE ELEVATION INV. = 5326.98 .rte 1 PROPOSED BUILDING 15.015 s. t*. F.F. = 5333.5 5332 .1////t/_/..../..///./////////////, • -- 5331.. Pond Areo = 12, 950.58 s. f. Woter Surface E/evotion = 5331.0 Pond Volume = 7590 c. f. CURB CHASE 5330 50 ;330 25 533010 5333 50 I 3330 30, CATCH CUR FLOOD WARNING SIGN (SEE DETAIL) 5332. 11337 85 �• _ 3332 40 .".• C533o.00 5332 00 • ♦t- •-• tJ. ♦-•M -� f• ••....4♦ -•-4! •-1 •-44 i O 0 • TYPE 13 INLET 14C WITH R£STRICTOR PLATE GRATE ELEV. = 5330.00 INV = 5326.52 103.04 L.F. 15" H.OP.EP • 0.25X 4330 00 . (SEE DETAIL) �.�_ , :i SPILL CURB AND GUTTER (TYP.) 5.331 00 )337 00 _ •� N r • • - F• •..♦ 5330 OC LOT 15 5331 Arc7JRAL-\ k GROUND \ s: CP c,, 5' 1 •• 4 TYPICAL SWALE A—A I:. TS. \0-t '(•q 5330 30 + 5330.50 • i EXISTING CRATIr) MH GRATE ELEV. = 5330.0 INV = 5324.24 —TYPE 13 INLET 148 GRA Ti ELEV. = 533000 INV in 5326.90 5337.00 10 ORAWA:►£ EASEMENT J 1 EMERGENCY -OVERFLOW SPILLWAY ELEV = 5331.00 EXISDNC GRATED MH GRATE ELEV = 5327 5 INV = 532'28 KEITH BELL & ASSOC. 1728 16TH ST - SUITE 1 BOULDER, COLORADO 80302 May 04, 1998 Paul Wood - City Planner City of Louisville 749 Main Street Louisville, CO. 80027 Re: Lot 14, Block 6 CTC Dear Mr. wood: It is my understanding that a request has been submitted to construct a concrete slab at the northwest corner of the building existing on the referenced lot. The slab would extend ten feet north of the building and would extend approximately twenty two feet to the east. The construction of such a slab would create no drainage.problems on the site. The existing building is twenty feet from the north lot line and there is presently a three foot sidewalk along the north side of the building. The drainage swale along the north side of the building has its high point at a distance of sixty feet east of the northwest corner. The swale drains east and west from the high point. The flow line at the northwest corner of the building is one foot lower than'the high point. Assuming the sidewalk was added alongside the proposed concrete pad, a seven foot wide strip would remain for the swale. At the northwest corner of the building, the lowest point of the Swale; the swale would be one foot deep with 3A:1 side slopes. Those slopes are sufficiently low to prevent erosion and to allow maintenance of the sod. In summary, as the engineer who prepared the final grading and drainage plan for the site, I can state that there would be no drainage problems created by construction of the proposed concrete slab on the site. If you need more information or have any specific questions, please do not hesitate to call me at 447-2525. Sincerely, KEITH B 0111 •�v1sTLi�O•c 'moi & ASSOC • .w • S - w • pc: J. Beckley file 4.» f.%• S CO\ o•s LEGEND Swole Flowline Existing Contour Proposed Contours Flow Arros Proposed Storm Droinoge Line Existing Storm Droinoge Line AMENDED FINAL PUD / SRU FOR MAJESTIC BREWING CO. LLC 270 SOUTH TAYLOR AVENUE, LOUISVILLE, COLORADO 80027 COLORADO TECHNOLOGICAL CENTER LOT 14, BLOCK 6 DRAINAGE PLAN SCALE: 1"=20' POSIIION EDGE OF PRINT ON IHIS LINE.- • dVGLO R391A1I1N A9 830d03d NOI1VdOd800 O10H NVId VINd03I1V0 '3NIAd1 d381A1f1N ONIMdd❑ 0 5 m bVGLO d39Wf1N A91:111:1038 dVGLO d39Wf1N A8 d30d03d POSITION EDGE OF PRINT ON THIS LINE • dVGLO d39wf1N A98301:1038 NOLLVUOd800 O10H NVId VINd0311V0 '3NIA81 NOIIVdOdd00 O10H NVId VINd0311V0 '3NIAd1 NOLLVdOdd00 OIOH NVId VINd0311V0 '3NIA81 • a�BW(lN JNIMVaa d98Wf1N SNIMVUO C) 0 0 0. 0 fD 0 0 m