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Item 7A - Preliminary Drainage Studydunaway.com Drainage Study of Southlake Kirkwood Retail In Southlake, Texas Prepared for: Mr. Tim McEneny NL Group, Inc. Prepared by: Dunaway Associates, L.P. Fort Worth, TX March 26, 2025 DA Project Number: P013354.001 TX Reg. F-1114 3-26-2025 ZA25-0026 dunaway.com Southlake Kirkwood Retail March 26, 2025 Page 2 On behalf of Mr. Tim McEneny of NL Group, Inc, Dunaway Associates LLC has prepared the attached report and exhibits necessary for the Drainage Study of Southlake Kirkwood Retail in Southlake, Tx (Kirkwood). Kirkwood is approximately 5.6 acres located in north Southlake at the southeast corner of the Kirkwood Blvd and SH-114 intersection. The proposed development consists of Dakota’s Steakhouse restaurant, an event space, and six (6) retail storefronts. The Final plat, Topo map, and proposed Site Plan are included in Appendix A. The following report discusses the hydrologic analysis used to prepare the Drainage Study of the proposed Kirkwood improvements. PURPOSE The purpose of this drainage study is to identify potential storm water adverse impacts of the new development to downstream properties and infrastructure and provide mitigation if needed. DATA COLLECTION The existing plans for the surrounding developments as well as the most recent TxDOT plans of SH 114 were collected and used for this study. All plans used are provided in Appendix D. The percent impervious values are based off land use maps and the zoning ordinances. These values are provided in Appendix E. HYDROLOGIC ANALYSIS The Kirkwood study created an HEC-HMS model of Kirkwood Branch to determine 1-yr, 5-yr, 25-yr, and 100-yr flows from the proposed development to the zone of influence (ZOI) utilizing the SCS Unit Hydrograph Method. For this study, the ZOI was determined to be directly downstream of the Kirkwood Blvd bridge since the Kirkwood site is approximately 0.2% of the overall drainage area at this point. Three different hydrologic scenarios are analyzed: · Existing Conditions o This scenario determines the runoff from the entire Kirkwood Branch drainage basin assuming 2025 existing conditions. o The Kirkwood site is currently undeveloped and sits on a hill with no offsite drainage running through the site. The site currently drains to the west into an existing TxDOT inlet on WBFR of SH 114, to the north into an existing inlet on Kirkwood Blvd, or to the east directly into Kirkwood Branch. o Three drainage areas were delineated: one large upstream basin that ends at the SH114 culvert to compare with FEMA flows, one smaller on-site dunaway.com Southlake Kirkwood Retail March 26, 2025 Page 3 basin that flows north and west into the existing storm drain system that outfalls downstream of the Kirkwood bridge, and another smaller basin that flows east directly into Kirkwood Branch. o Time of concentration (Tc) was calculated for each basin assuming longest flow path. o Routing is created between basin DA-3 and the ZOI for the channel assuming Muskingum-Cunge method. · Proposed Conditions o This scenario determines the runoff from the entire drainage basin assuming development of the Kirkwood site into mixed use land use (Zoning B-1). A specific site plan percent impervious was not calculated since the site is still preliminary and the maximum of 70% impervious is allowed. o Drainage areas DA-1 and DA-2 were modified based on preliminary grading of the site. o Tc for each basin remained the same since the paths did not flow through the developed Kirkwood Site. o It is assumed the development will drain to the existing storm system and directly into Kirkwood Branch without the use of detention. · Ultimate Conditions o This scenario determines the runoff from the entire drainage basin assuming fully developed conditions. o Tc for Basin DA-1 was modified assuming development of the upstream property. No other basins were modified since the paths are through developed sites. The HMS model utilizes a curve number based on “good conditioned” soil types for each drainage basin. Typical soils in this area are mostly B type, with small areas of C and D, and type A through the creek. A percent impervious value is then applied to each basin based on land uses for each different scenario. Drainage Area maps including the delineated existing and proposed drainage areas, design points, and time of concentration routes, as well as Soils and Land Use maps are provided in Appendix A. The model set up and all model calculations are shown in Appendix B. HYDROLOGIC RESULTS From the site: DA-1 which flows towards the existing storm system within TxDOT and Kirkwood Blvd is reduced by 17 cfs in the 100-yr storm event. DA-2 which flows directly into Kirkwood Branch increases by 15 cfs as it leaves the site. But, once this basin dunaway.com Southlake Kirkwood Retail March 26, 2025 Page 4 combines with the upstream flow at Jxn-3, the increase through Kirkwood Branch due to the development is 1.3 cfs over 7,228 cfs, resulting is a 0.0% increase. This increase is assumed negligible and does not adversely impact Kirkwood Branch or the two bridge structures prior to the ZOI. Offsite: The upstream DA flow does not change in existing vs proposed conditions. ZOI: At the ZOI, the flow is reduced by 0.5 cfs in proposed versus existing conditions. The reduction in flow assumes the development of Kirkwood without detention. In conclusion, the proposed development does not create adverse impacts to downstream structures or through the ZOI. The model results are provided in Appendix B. HYDRAULIC ANALYSIS No hydraulic analysis is provided for this site because the proposed development does not increase runoff through Kirkwood Branch. CONCLUSION The results of the hydrologic analysis of Kirkwood development indicate the following: 1. The Kirkwood site is proposed to be developed into restaurant, event space, and retail buildings without the use of detention. 2. The drainage basin for Kirkwood Branch is divided into three separate basins. a. From DA-1, there is a decrease in flow from the proposed development. This basin flows into the existing storm system within TxDOT and Kirkwood Blvd. b. From DA-2, there is an increase in flow from the proposed development. Once this flow combines with the upstream offsite basin, the increase is reduced to 0.0%. c. From DA-3, the flow stays the same in existing vs proposed conditions. 3. At the ZOI, the proposed flow is 0.5 cfs less than existing conditions. 4. It is concluded, the proposed un-detained development does not negatively impact downstream structures or Kirkwood Branch. Please accept this drainage analysis for the Southlake Kirkwood Retail development. dunaway.com Southlake Kirkwood Retail March 26, 2025 Page 5 Sincerely, DUNAWAY ASSOCIATES, L.P. a Texas limited partnership Kristin E. Buchanan, PE Project Engineer Appendix A – Exhibits Appendix B – Hydrologic Calculations and Results Appendix C – Preliminary Grading Plan Appendix D – Reference Plans Appendix E – Reference Information Appendix A Exhibits 1 \ I 0\ 111` '1 1 SS 1 1 1 1111 1 1150,11 1 11V1 1 ,1 rage z UT 0 KRYWOUD HOLLOW PHASE II, 1• ^• \ \ Cabinet A, Slide 6044, SA,. _ A VARIABLE WIDTH PRIVATE & EMERGENCY ?/8 , `\ ` \ \\ P.R.T.C.T. `- Td \ ACCESS CABINET A. PAGE 7212, P.R.T.C.T. •`'] RF \\\ ! & UTILITY EASEMENT CABINET A, PAGE 12219, mss• '\ ----- I 7s, q'p\yg `\ LOT 3, BLOCK I, i ate" \B \ A `C\O '` \ Cabinet A, LOT IR2, BLOCK 1, \:..\; \\\ \\ h/ >sO Jg- Op \ \` Slide 12216, I Cabinet A, \\ \ \ \ \ , f• aK' //y\BL) \ \` \ P.R.T.C.T. Slide 12216, \: \ S9' 33 32"W P.RT.C.T. \: \\ \\ y/n5y \\ q \\\ C /OT \ \ \ i \\ 129.53' ro: V qPp \ °°'a? B \ r, b . i a < \- r % 30'xl3O' PED. 1 S83' SES' 56 E ., N. t . h u Si. k ;,\ I1 1 \ Ql• \ \ \ \ <O ?R \ RT\ T 6 \- `\ I '' /, Cabinet A,ACCESS ASEMFM DRAINAGE EASEMENTLOT4R2. BLOCK 1. \ " 5 1,1 1 57.06 `Z\\\\ • ' T C. ??! -/ Cabinet A Cu ! T Slide 7212, Volume 13914, Pae 87, Slide 1221[, 1 "tea iM\ , \1r.30' BUILDING Com/ J \ ' \ bi a0 \ 9 P.R.T.C.T. \m dip' .1 --'' 1 LINE 15' WATERLINE % / \\ \\ \ de )?(q / \- = `` / ,1 P.R.T.C.T. O.R.T.C.T. IRM EASEMENT / / -- t I' s w , 1 1 Cabinet A, / / 9 i 30' BUILDING \ 'cl ; \ `\- `_` - 7 /_-_ _ _--_ - -- ' 15' 1 3 I I 1 %2' / i \ \\\ \ -_ _ i / _; 1 LR.S S23. 24' 27"E Slide 7212, / / {,Q ?• \ / LINE \ , DRAINAGE \ 1 I v I I , I S P.R.T.C.T cy. / EASEMENT `.i 111 I I --2. 48' 7.15' /c / 2. •` -- L_--- - Cabinet A, k ' ,II / I i 2 - 3 1/2' I.R.F. _R.f. / ro Slide 7212, I '\ I III /' 1 W/ 5.04'Lpe P. / of '• cGe• 3Z' SJ"[ --__ _ _ / ,n'jll Si I P.R.T.C.T. 1 i. 111/ 1 1 h x \- // u \ r'-- _---_F--_ OINI jr j i % % `S(7' 27' 25"W 2p3 S7F 03 ..- n EGINNING Ly I V' 112 70.78 N ESI'\ 31N8T 14' 34"E - _ --'___1/z_LRs 251 4..__. _- 1%2- 8 - - 111 I \ 4R -s_--- 2'31 v / 190.18 A=40 55' 16' /--- LRS.: LOT 4R3, BLOCK 1, `> \ s'\ ; j! Z/ SSE - k ?"` - WATERLINE R=1053.50' % '--------- = i- L Cabinet A, ; /% i`` JX,\ \ / '.l r 350.46' R•S EASEMENT L=752.42' -- Slide 12216, / /, , \ \ c. \`\' S r-_ I _7 /a• I o c . ,... Vo!ame ! 2°5^, ' Page 233, D.R.T.C.T. b13 IUi0'SJ E 523' 02' 43"E Lc=736,53 Ch,/v 119.26' y' R=401.50 / 0/ C L=64.43' / K%\ \, NC ; / / % / •X =v! \ \\\ \\ \ \ N8726'28"E 1 tt / I vLe Lc=64.36' 1 1 / I CR 2`\, z4X / O• \ \ \ 20' NON-EXCLUSIVE EASEMENT T T/ \ \ FOR UNDERGROUND FACILITIES 11 6 tC V\ . Volume 9105, Page 190, 1 /1T 1 D4 Dt DI nry 1 / P ey/\ \ \ \ , Volume 9140, Page 532, - 3 `-----____- NO' 41' 44"W g \ ?c \\ \ Volume 9140, Page 591, 3,424,543 SQ. FT. / \s 14.02' ° / / r °' ` \ 9 78.617 ACRES `---------- h / / \ \ \ Volume 9156, Pae 776, & a°/ / /d/ e / \\` \\ , \ . Volume 9172, Page 727, _ r_N8T 02' 18"E Volume 12902, Page 334. I..ITP-IBM ADDITION No. I sO "moi/ i7 r \ \ \ D.RT.C.T. j - - s 137.89 \ \ \ / - - tz4 u6 Volume 398-211, / 13j `ff°• / 1//1 ' L17 Po ge 68 & 69, •A7• A I \ \ \ '' p.R.T.C.T. I \ \ Volume G, / O/ 1/2' • /jl I_ - Page 208. i Q LRS.\\\, \ \. _ T j P.R.T.C.T. -\ /` d 1' \ \ \ V, _ / J_ ' y/1/2' \ \ ` 0\ a'j APPROXIMATE CENTERLINE OF 00 t / // 4/_/7 ,,LR.S. \ \ ; \ \ . `y} ,\)`O _ J"/ SOUTH FORK KIRKWOOD BRANCH `I si MAGUIRE PARTNERS - Or / /"'% ///\\\' \\ \ \\\\ 15' PUBLIC UTILITY EASEMENT LON AIRPORT OoLkiN NE a % \ o 1 OO/w 'JI / \,- \ 100 YR. \ \ 65 APPROXIMATE `3' Q' / ! SOIANA LIMITED PARTNERSHIP Volume 12180, Paa= 1544 - - 16, J \ . Volume 14723, Pae 281, yk b / d / ` \ FLOOD LIMITS \ \ \ Page `1 / , `e:' D.R.T.C.7. FLOOD SANITARY\ \` \ \ \D.R T.C.T. Cabinet A. C3 SEWER L11 Com, \ P.R.i-CS. / 1inet A. 2. SEWER6EASEMEI4T , 1 \\ _ ( PER PV'T 0.0.•\ O y/ DRAINAGE AND I 10 WATER/ . j LR.S \` Slide 7212, -_- \ '\ \ O "/'' tJ ' SANRARY SEWER EASEMENT I M / //15' ELECTRIC EASEMENT P.R.T.C.T. r '\ EASEMENT ICabinetA, I J%d a Cabinet A, !\'' _ _ - r \ \ \\ \ 1 Q . CO .p,`'`_ Cabinet A, Slide 7212 t Slide 7212 RS \ -' ' '` \\\\ \ J' P ?/ OG " YCC_ ` Page 7212, t P.R.T.C.T. f! !l P.RTC.T. \ I APPROXIMATE \ \ \ \ ,/ ! `C' P.R.T.C.T. i / ! j% ' " 1/2• - CENTERLINE \ \ 1 1 / ' 100 YR. ATE IA' APPROXIMATE LOCATKIN I.R.S. \ I OF CREEK '\ ) T 1 / P' 41 LOT 1R1 R2, BLOCK 1, '•` \ \ I rl \ i FIRM No. R 25, 2009 - 4- 't- 1 30' BUILDING UNE 261,537 SQ. Fr. '``, ` '\ APPROXIMATE LOCATION 1 r I \ SEPTEMBER 25, 2009 ZONE AE) III125' PEDESTRIAN 6.004 ACRES , 100 YR. FLOOD LIMITS 1\ I A=24! 19' 15" 1 11 ACCESS EASEMENT '\ `rl-/r FIRM No. 48439COOB5K % - \\ I R=1419.50' j 1111 Page 1127, Volume 9437, SEP LAIBER 2( ZONE 5) 2009 ` ` 1.` \ DONATION DRAINAGE EASEMENT I \ ^3ilVolume14028, Pae 265, L=602.55' 'I II D.R.T.C.T \ \ \ / 9 N7,r52'41"E r 11 20' SHAMROCK PIPELINE \ \\ Volume D.R.T. Page 277, -- LC=598.04' r 11 COMPANY EASEMENT OVERFLOW/r--- - )-----_- 4=6' 26' 28" •` E4SEME IT - I II Volume 9006, Page 1152, \ _ 1 R=1452.40' Volume 4558 / 11/2' R.S. I I It 1 L=163.28' 1/2' \ Pace 505. ) \ / ./---- I IL- N62' 43' 03"E I.R.S.D.R.T.C.T. ---TxDfOT, / N33'22'03"W I 1 }' ,/'/ \ 10' UTLI EASEMENT / -------- ------- J-- 32.25' / -------- i I.__ \`\ \\\ Lc=163.19' '` I i/ %$('j 50' BUILDING LINE \ Cabinet 12 __-____________.-_-________ __ ______ 1/2 ' LR. Fnd. / i A \ Cabinet A, Slide 72 G_------__-- END. TzDOT_ Huitt Z°Ikrs) Z 1 I \ \ "` \ i / i i/ \ I tide 7 1 P.R.T.C.T. ----- U -QF SO.t1T1 LAKE__ -__-- w\\_- -- <- N30' 08' 49"W \ ------------------- 'FNDL r_TwT _ - _--- ---- T WESTLAKc------- _ A=9s' 1a' 23" 1, ------------! '; --- P.R.T.C.T-------- _ - OWN OF E 232.63' i-------i / . ___ R=90.00' _ _---- -= =___ __ - - _-_ `--_ i__( ___ i/z•_ -'=\ 5 --------------- _---- rxDDT (bmken) 3`-- _ ice-- N3T 04' 27"W N32Tx4 O6"W N37 04' 37"W 2 2 1 FND q 1 LRS. Ij' L=155.99' C _ -- - -- - _ _-- - \ _ __ __ -- 199.81' 200.56 N3T 04' 26 W N48' 23 04 147.33' 1/2' I.R. Frld. `1/2' I.R. Fnd. _ _ I- N1803'55oE 7 L-109.99- _ "-' -___ _-----..L-=--- - --- - d N42' 46' 45"W / `. 101.98' Huitt Zollam) (HuiN Zollors) LR. Fnd. - _ '-r-- 4 / ^\ 500.00' Lc=137.19' - - 1/2' I.R.S. - - - Tx--\-_"N3T 04' 27"W7 201.18'/ • DOT N3T 38' 51"W702.91' ' CITY UNIT UNE N19' 32' 00"W / STATE HIGHWAY No. 114430.57' 10' UTILITY I 112.97' (A VARIABLE WIDTH RIGHT-OF-WAY) j Ca binet A. b \ ' PLAT REVISION Page CaAj NOTES, P.RT.C.T.12' SABRE GROUP CAMPUS ADDITION 1. BEARINGS ARE BASE UPON THE PLAT OF LOT 1R1, IR2. 2R. 4R2 & 4R3, BLOCK 1, LEGEND /' APPROVED BY THE PLANNING & ZONING LOT 1 R1 R1 & LOT 1 R1 R2, BLOCK 1 SABRE GROUP CAMPUS, AS RECORDED IN INSTRUMENT NUMBER D207347944 COUNTY CLERK, 1/2' I.R.S. = 1/2 INCH IRON ROD SET WITH 'CAI' CAP j COMMISSION _ BEING A REPLAT OF ALL OF LOT 1111, BLOCK 1, SABRE GROUP CAMPUS ADDITION, RECORDS, TARRANT COUNTY, TEXAS. - AN ADDITION TO THE CITY OF SOUTHLAKE, TARRANT COUNTY, TEXAS, I.R.F. =IRON ROD FOUND WITH "HEWITT ZOLIARD' CAP Date: Sc-,i2shiP x?.L4 3 ?/S 2. SELLING A PORTION OF ANY LOT WITHIN THIS ADDITION BY METES AND BOUNDS IS A VIOLATION FND. TxDOT = FOUND TEXAS DEPARTMENT OF TRANSPORTATION MONUMENT j 3 -,I's ACCORDING TO THE PUTT FILED FOR RECORD IN COUNTY CLERK'S INSTRUMENT NUMBER D207347944, OF STATE LAW AND CITY ORDINANCE AND IS SUBJECT TO FINES AND WITHHOLDINGS OF UTILITY AND C.C.R.T.C.T. = COUNTY CLERK, RECORDS, TARRANT COUNTY, TEXAS i •'\ Ct101rfTla '/ COUNTY CLERK RECORDS, TARRANT COUNTY, TEXAS, BUILDING PERMITS. P.R.T.C.T. = PIAT RECORDS, TARRANT COUNTY, TEXAS / • r P&Z Secretary: 2 LOTS - 84.620 ACRES 3. THE CITY OF SOUTHLAKE RESERVES THE RIGHT TO REQUIRE MINIMUM FINISH FLOOR ELEVATIONS U. P. MARTIN SURVEY, ABSTRACT N0. 1015 & C-023QQG,1 J. B. MARTIN SURVEY, ABSTRACT 1134, l./ ON ANY LOT CONTAINED WITHIN THIS ADDITION. THIS PL ELEVATIONS SHOWN ARE BASED ON THE / '\' Q' APPROVED BY THE CITY COUNCIL CITY OF SOUTHLAKE, TARRANT COUNTY, TEXAS. MOST CURRENT INFORMATION AVAILABLE AT THE TIME THE PIAT IS FILED AND MAY BE SUBJECT TO / CHANGE. ADDITIONAL LOTS, OTHER THAN THOSE SHOWN, MAY ALSO BE SUBJECT TO MINIMUM FINISH / Date: 20/S 4QR FLOOR CRITERIA. SEPTEMBER 2015 CITY CASE NUMBER ZA15-085 Mayor. WIlKS SOUTH TAKE 11LVELOPWLM, LLG e"" 102351-20 WEST Graham Associates Inc. 4. THE OWNERS OF ALL CORNER LOTS SHALL MAINTAIN SIGHT TRIANGLES IN ACCORDANCE WITH THE / • I""'' EASTIARD, TEXAS 76418 Associates, inc. SUBDIVISION ORDINANCEU 01j City Secretary:!"""••`.;a MR. KYLE WILKS (%c,I CONSULTING ENGINEERS &PLANNERS GRAPHIC SCALE O: ? (817) 850-3600 t..l OKMAM„ N,,I 5 COMPLIANCE WITH THE PROVISIONS OF THE CITY'S STORM DRAINAGE POUCY DOES REU A PERSON - 1&4 FnM F+,aurensFmM: 101 W VICINITY MAP DF THE RESPONSIBILITY OF COMPLYING WITH ALL OTHER APPLICABLE LAWS, INCLUDING, BUT NOT LIMNED % = NOT TO SCALE) TO, SECTION 11.086, TEXAS WATER CODE. 100 0 100 200 / -""" PLAT FILED FOR RECORD IN INSTRUMENT NO. BATE SHEET 1 OF 2 Exhibit 1 Final Plat Exhibit 2 Exhibit 3 BEGINNINGEX-FOEX-FOEX-FOEX-FOEX-PLEX-WEX-WPLOTTED BY: Jetlyn Toledo ON: Thursday, March 06, 2025 AT: 5:14 PM FILEPATH: P:\013300\013354\001\Civil\CAD\Exhibits\25-0303-Arch Site Plan Overlay\Arch Site Plan Overlay.dwg EXHIBIT TITLEPROJECT NAMEPROJECT ADDRESS/LOCATION0GRAPHIC SCALE IN FEET160RETAILSURFACE PARKING(194 SPACES)DAKOTA'SEVENT SPACETRASH/DELIVERYDROP OFF / VALETROUNDABOUTCOVEREDEVENT LAWNDROPOFF /VALETExhibit 4Site Plan Site Exhibit 5a - FEMA Map TARRANT COUNTY, TEXAS AND INCORPORATED AREAS VOLUME 1 OF 9 Community Name TARRANT COUNTY Community Number UNINCORPORATED AREAS 480582 ARLINGTON, CITY OF 485454 AZLE, CITY OF 480584 BEDFORD, CITY OF 480585 BENBROOK CITY OF 480586 BLUE MOUND, CITY OF 480587 BURLESON, CITY OF 485459 COLLEYVILLE, CITY OF 480590 CROWLEY, CITY OF 480591 DALWORTHINGTON GARDENS, CITY OF 481013 EDGECLIFF VILLAGE, TOWN OF 480592 EULESS, CITY OF 480593 EVERMAN, CITY OF 480594 FLOWER MOUND, TOWN OF 480777 FOREST HILL, CITY OF 480595 FORT WORTH, CITY OF 480596 GRAND PRAIRIE, CITY OF 485472 GRAPEVINE, CITY OF 480598 HALTOM CITY, CITY OF 480599 HASLET, CITY OF 480600 HURST, CITY OF 480601 KELLER, CITY OF 480602 KENNEDALE, CITY OF 480603 LAKE WORTH, CITY OF 480605 LAKESIDE, CITY OF 480604 MANSFIELD, CITY OF 480606 Tarrant County FLOOD INSURANCE STUDY NUMBER 48439CV001B REVISED: MARCH 21, 2019 Community Community Name Number NORTH RICHLAND HILLS, CITY OF 480607 PANTEGO, TOWN OF 481116 PELICAN BAY, CITY OF 481653 RENO, TOWN OF 480969 RICHLAND HILLS, CITY OF 480608 RIVER OAKS, CITY OF 480609 ROANOKE, CITY OF 480785 SAGINAW, CITY OF 480610 SANSOM PARK, CITY OF 480611 SOUTHLAKE, CITY OF 480612 TROPHY CLUB, TOWN OF 481606 WATAUGA, CITY OF 480613 WESTLAKE, TOWN OF 480614 WESTOVER HILLS, TOWN OF 480615 WESTWORTH VILLAGE, CITY OF 480616 WHITE SETTLEMENT, CITY OF 480617 Exhibit 5b FIS Flows 85 TABLE 4 – SUMMARY OF DISCHARGES (continued) PEAK DISCHARGES (cfs) FLOODING SOURCE AND LOCATION DRAINAGE AREA (sq. mile) 10% Annual Chance 2% Annual Chance 1% Annual Chance 0.2% Annual Chance Redelineation Detailed Study Streams STREAM JC-3 At confluence with Johnson Creek 0.84 1,620 2,140 2,370 2,880 At Station Drive 0.58 1,340 1,740 1,910 2,410 Approximately 0.45 mile upstream of Station Drive 0.41 940 1,220 1,340 1,680 Approximately 0.60 mile upstream of Station Drive 0.30 680 880 970 1,220 KEE BRANCH At confluence with Rush Creek 7.23 6,810 9,490 10,920 13,900 Downstream of confluence of Stream KB-1 6.96 6,210 8,720 9,970 12,470 At Interstate Route 20 4.44 4,360 6,400 7,300 9,070 Downstream of confluence of Tributary K-2 3.55 3,680 4,660 6,420 7,880 Upstream of confluence of Tributary K-2 2.85 2,980 4,400 5,020 6,190 Downstream of confluence of Tributary K-3 1.40 1,340 1,880 2,140 2,650 At U. S. Route 287 1.09 1,0302 1,4502 1,6402 2,0202 At Kennenda1e Sublett Road 0.89 1,230 1,650 1,840 2,230 STREAM KB-1 At confluence with Kee Branch 1.52 2,500 3,310 3,670 4,440 At Oak Springs Road 1.26 2,160 2,890 3,120 3,750 KINGS BRANCH At confluence of Farmers Branch 4.52 5,300 6,460 7,030 8,270 Just upstream of Roaring Spring Road 4.35 6,258 7,647 8,369 12,028 Just upstream of Green Oaks Boulevard 3.21 4,270 5,057 5,503 7,818 Approximately 960 feet upstream of Ridgmar Meadow Road 3.21 4,170 4,950 5,440 6,470 Approximately 800 feet downstream of A1ta Mere Drive 2.72 3,590 4,380 4,810 5,770 KIRBY CREEK At confluence with Fish Creek1 3.38 3,900 5,600 6,450 8,500 Kirbywood Drive 0.82 1,200 1,650 1,800 2,200 KIRKWOOD BRANCH At Grapevine Lake 8.41 6,000 8,500 9,700 12,600 Downstream of South Fork Kirkwood Branch 6.40 5,300 7,500 8,400 10,900 86 TABLE 4 – SUMMARY OF DISCHARGES (continued) PEAK DISCHARGES (cfs) FLOODING SOURCE AND LOCATION DRAINAGE AREA (sq. mile) 10% Annual Chance 2% Annual Chance 1% Annual Chance 0.2% Annual Chance Redelineation Detailed Study Streams KIRKWOOD BRANCH (CONTINUED) Upstream of South Fork Kirkwood Branch 4.89 3,950 5,600 6,400 8,200 At State Route 114 4.21 4,300 6,000 6,800 8,700 Downstream of Higgins Branch 3.56 3,850 5,400 6,100 7,700 Upstream of Higgins Branch 1.88 2,150 3,000 3,400 4,350 KIRKWOOD BRANCH TRIBUTARY At confluence with Kirkwood Branch 0.43 863 1,133 1,250 1,553 SOUTH FORK KIRKWOOD BRANCH Upstream of Kirkwood Branch 1.52 1,450 2,000 2,300 2,950 At State Route1l4 1.06 1,350 1,850 2,050 2,650 LITTLE BEAR CREEK At confluence with Big Bear Creek 24.10 6,800 11,300 13,700 18,400 At State Route 121 20.20 6,400 10,400 12,500 16,500 Downstream of Little Bear Tributary 1 18.02 6,400 10,400 12,400 16,700 At Cheshire Road 13.57 5,100 8,000 9,600 12,500 At State Route 26 11.16 4,400 6,400 7,500 9,500 At DART Railroad 8.20 4,400 6,400 7,400 9,400 At confluence of Stream LB-1 6.10 3,450 5,100 5,800 7,600 At FM 1938 (Davis Boulevard) 4.60 2,750 4,000 4,500 5,900 STREAM LB-1 At confluence with Little Bear Creek 0.72 1,170 1,560 1,740 2,190 Just downstream of Davis Boulevard 0.53 915 1,250 1,410 1,833 STREAM LB-2 At confluence with Little Bear Creek 0.70 1,094 1,577 1,799 2,343 Approximately 2,740 feet upstream of the confluence with Little Bear Creek 0.45 674 972 1,109 1,448 STREAM LB-2 Approximately 0.78 mile upstream of confluence with Little Bear Creek 0.53 790 1,080 1,200 1,520 STREAM LB-2(CONTINUED) Approximately 4,370 feet upstream of the confluence with Little Bear Creek 0.38 576 829 945 1,231 Approximately 5,120 feet upstream of the confluence with Little Bear Creek 0.25 369 533 608 794 TARRANT COUNTY,TEXAS AND INCORPORATED AREAS VOLUME 6 OF 9 Community Name TARRANT COUNTY Community Number UNINCORPORATED AREAS 480582 ARLINGTON, CITY OF 485454 AZLE, CITY OF 480584 BEDFORD, CITY OF 480585 BENBROOK CITY OF 480586 BLUE MOUND, CITY OF 480587 BURLESON, CITY OF 485459 COLLEYVILLE, CITY OF 480590 CROWLEY, CITY OF 480591 DALWORTHINGTON GARDENS, CITY OF 481013 EDGECLIFF VILLAGE, TOWN OF 480592 EULESS, CITY OF 480593 EVERMAN, CITY OF 480594 FLOWER MOUND, TOWN OF 480777 FOREST HILL, CITY OF 480595 FORT WORTH, CITY OF 480596 GRAND PRAIRIE, CITY OF 485472 GRAPEVINE, CITY OF 480598 HALTOM CITY, CITY OF 480599 HASLET, CITY OF 480600 HURST, CITY OF 480601 KELLER, CITY OF 480602 KENNEDALE, CITY OF 480603 LAKE WORTH, CITY OF 480605 LAKESIDE, CITY OF 480604 MANSFIELD, CITY OF 480606 Tarrant County FLOOD INSURANCE STUDY NUMBER 48439CV006B REVISED:MARCH 21, 2019 Community Community Name Number NORTH RICHLAND HILLS, CITY OF 480607 PANTEGO, TOWN OF 481116 PELICAN BAY, CITY OF 481653 RENO, TOWN OF 480969 RICHLAND HILLS, CITY OF 480608 RIVER OAKS, CITY OF 480609 ROANOKE, CITY OF 480785 SAGINAW, CITY OF 480610 SANSOM PARK, CITY OF 480611 SOUTHLAKE, CITY OF 480612 TROPHY CLUB, TOWN OF 481606 WATAUGA, CITY OF 480613 WESTLAKE, TOWN OF 480614 WESTOVER HILLS, TOWN OF 480615 WESTWORTH VILLAGE, CITY OF 480616 WHITE SETTLEMENT, CITY OF 480617 Exhibit 5c FIS WSE Profile FLOOD PROFILESAND INCORPORATED AREASFEDERAL EMERGENCY MANAGEMENT AGENCYLEGEND 0.2% ANNUAL CHANCE FLOOD CROSS SECTION LOCATION STREAM BED TARRANT COUNTY, TX280PSTREAM DISTANCE IN FEET ABOVE CONFLUENCE WITH GRAPEVINE LAKE KIRKWOOD BRANCH595 590 585 580 575 570 565 560 2150021000205002000019500190001850018000175001700016500160001550015000555ELEVATION IN FEET (NAVD 88)1% ANNUAL CHANCE FLOOD 2% ANNUAL CHANCE FLOOD 10% ANNUAL CHANCE FLOOD 595 590 585 580 575 570 565CORPORATE LIMITSCITY OF WESTLAKECITY OF SOUTHLAKE CONFLUENCE OFHIGGINS BRANCHROADSAM SCHOOLCONFLUENCE OFKIRKWOOD BRANCHTRIBUTARYSTATE ROUTE 114DENTON COUNTYTARRANT COUNTY BaskLn114 I n d i a nCr e e k Dr Sun s e tD rW e s t l a k e D o v e R d C a p i t a l Pkwy De s t i nyW ay NPearsonLnD e l oitte Way P o stOa k Pl PrecinctLineRdF i r e S t a t i o n N o . 1 VaqueroClu b D rA s p e n L n T e x as TrlNPearsonLn F a w k e s L n A u t u m n D r S u m m e r L n M e a d o w v i e w D rSpringDr S p a n i s h T r l T a l l W o o d s Tr l L a z y L n W i n t e r D r S t o n e c a s t l e D r DavisBlvdRandolMillAveV a quer o Club SuttonPlOverlandTrlRoyalLnCimarronTrlTop Ra i l L n J o h n s o n R d VermilionCtBrewerRdKatelynLnNPearsonLnE m b e r W o o d s D rWindsorForestTrlPearson Xing J o r d a n D r F l o r e n c e R d SumacDrG r a y L n V i s t a L n ElkinLnV i s t a R d MarvinDrDavisBlvdJ o h ns on P ar k S afety Town Fl o r ence E lementa r y Sc h o ol Indian Creek Dr IndianCreekDrIn v e r n e s s D r Fresh Mea d o w DrT.W.KingRdKirkwoodBra n c h Solana Blvd TrophyWoodDrPalmettoWayDoveRdIndian C r e e k D r TerraBellaD rT.W.King RdCardonaDrC ortesD r DavisBlvdWNo r t h we s t P k wy WHighway 114 Th e C liffs P ar k S o l a n a T e r r a c e HigginsBranchKirkwood Branch Pond Wo o dbrook L nLakeviewDr NPeytonvilleAveP h e a s a n t L n E n c l a v e C t BiltmoreDrDov e R dD o v e R d B r it t any C t L a u r e l L n MaranthaWayMorganRdS l e e p y H ollow Trl Fo r e s t L n N o rwic h C t K i n g s w o o d D r R e g a l O a k s D r W Do v e R d B ra z osDrW a t e r L i l y D rNor ma n d y DrGingerCtN P e y to n v illeAveLakeviewDrW o o d brookLnP a r k P l SouthridgeLakesPkwyTen B arTrlRedwin gDr StratfordDrTimberLakeDrG i f f o r d C t StacyD r W S o u t h l a k e B l v d Car r oll S enior High S chool Cla r i den Ranc h R d K i ng Ra n c h R d WhiteChapelRdB o b J o nes P a r k KirkwoodBlvdNWh it e Ch a p e l Bl v d T yl er S tWNo r t h we s t PkwyETh e Cliffs P a r k W D o v e Rd R a venaux D r Fox G ln T u r n b e r ry Ln ShadyOaksDrW H i g h l a n d S t W D o v e Rd WNort hwest Pk wy WLove H e n r y C t W S out h l a k e B l v d B ic entennial P ar k C a r r o l l High S c hool D u r ham E lem entar y Sc h o ol and Inter m ediate S chool &&&&& &&&&&&&&& & &&&&&&&&&&&&&&& & & &&&&&&&&&&&&&&& && & &&&&&&&&&&&&& &&&& &&&& &&&&&&&&&&& &&&&&&&&&& &&&&&&&&& &&& & 760 750 740730710700 690 680 7307207006906 8 0 6 7 0 6 6 0 650710700690680650640630620610650640630620610570730720 710 700 670 660 6906806706606506307107006906806706 6 0 65 0 730 72 0 700 690 68066 0 65 0 64 0 63 0 620 6106 4 0630620610 590 730720710700690680680670660650640 650620 610 600 590580610600590580570 670 660 690680 650 640 630 680670660650640630620630 620 610 630 610 600590780770760740 730 720 710710 700 690680670650 670 650 64 0 63 0 680670 660 650 660 650640 660610630620640630650640620610600 570 560 750740730 740730730720690680670690680660690680 68 0 670 6706 5 0 670 650 640630620640 630 620 570 560 550 72 0 7 1 0 700 690690 680 680 670 6706506706606506 8 0 6 7 0670650 6806606506606506706606 6 0 640650 640 66 0 640 6 4 0 6 3 0 66065064 0 63 0 630620600620 610 750 740 750740750740720 710 710700710700690680680670680 670 6906 8 0 680660670660670660650 640 6506306406306406306306206206 1 0600590 5 8 0 5 7 0 73072 0 710700710 700 7 1 0 7 0 0 700690 7006 9 0 690680680670670660660 650 660650660650650640650 640 640 6 3 0 630 620 630620630620620610620 610 770630620 660580670600 59071064075067 0 650 7 5 0 630630580580 750740700690640660 640630610 71067070070068 0 610 640 6 7 0 690 680 670660630 620 6206406106006106007 4 0 710710710710 690 6806 8 0 670680690690670660670 680 68068068066066 0670 670660650660650 6506306206306306206205905 9 0 5805 6 0 770 770760740 740 7407 3 0 740 74 0 7 2 0 7307307 3 0 710710 710720720700700 6907 0 0 690700700680690 690680690 69069 0 680680 670670670 67067 0 670680 680 6 8 0 68068068068068068068068067067067067067066067067 0 660 670 670 670670 670670 6 7 0670670 670660670660660 6606606506 5 0 650650 660660650 650640 650 640640 6 4 0 640650650650650650 6 5 0 6 5 0 640640 640 640640 630630630640 6 4 0 640 640 630640630 630630630620 620630 630630620620 620 620620610610610620 620 620 600600600600 610610 610610 6006005905 8 0 580590 590 560 560570570730 7207106 7 0 670650 650580Trophy Club WesTlaKe souThlaKe souThlaKe WesTlaKe Keller Trophy Club Da-3 2637.6 aC Da-2 57.9 aC Da-1 43.6 aC Sources: Esri, TomTom, Garmin, FAO, NOAA, USGS, © OpenStreetMap contributors, and the GIS User Community, Maxar 13354.001 March 26, 2025 /0 750 1,500 Feet 1 in = 1,500 ft Exhibit 6a Existing Overall DAM Kirkwood Retail 0.2% Annual Chance Flood Hazard Regulatory Floodway 1% Annual Chance Flood Hazard Zone Type FEMA Floodplain Cities Tarrant County Southlake Drainage Areas - Existing Flow Arrows& Channel Pipe Shallow Overland Flow Type Time of Concentration Hydrology Site Boundary Existing Storm Existing Storm Legend ZOI Kirkwood Site = 6 ac Overall DA = 2,739 ac Site = 0.2% of Overall DA Site Boundary S o l a n a T e r r a c e B l d g 1Bldg8 B l d g 9 C h a p e l a t E n t r a d a G a r a g e D B l d g 7 Solana Blvd Solana Blvd K n o l l s A m e n i t y C e n te r KirkwoodBranchDentonCreek114 S o la n a B lv d PlazaDr T.W.King Rd K ir k w o o d B l v d Hig h w a y 1 1 4 S e r v i ceRdWNo r t h we s t Pk wy WHighway114 G a r a g e C B l d g 5 Ga r a g e B G a r a g e A Kirkwoo d Bran c h S o l a n a B l v dSolanaBlvd S a mSchool RdHi g h wa y 1 1 4 Se r v i c e RdWNo r t h we s t P k wy E B u i l d i n g 5 B u i l d i n g 1 M a r r i o t t D F W W e s tl a k e L i f e T i m e F i t n e s s Kirkwoo d B l v dNWhi t eCha p e l B l v d S a b r e D r S a b r e KirkwoodBlvdTylerSt&&&&&&&&&&&& &&& & 650 640 630 620 610 650 640 620 610600 590 6406306206 1 0 600590580570650 640 630 620 610 610600590580570610 590 600 580 570 640 630620 600580640 630 620630620610 6 2 0 6 1 0 6206106006206106 1 0 5 9 0 600 590 5 9 0 5805 7 0 570 560 570560630 620 630 620 610 60 0 6 0 0 5 9 0 570560560550590580580560620630620 620 570650 630 610 6 2 0 620620620 610 610 60060059059059 0 59 0 5905 9 0 590580 5 9 0580 580 5705 7 0 56 0 560560560 620 620 620 620 610610 61 0 610 610 6 0 0 590590570570560560 Westlake southlake trophy club Da-3 2637.6 ac Da-2 57.9 ac Da-1 43.6 ac Maxar, Microsoft, Sources: Esri, TomTom, Garmin, FAO, NOAA, USGS, © OpenStreetMap contributors, and the GIS User Community 13354.001 March 26, 2025 /0 200 400 Feet 1 in = 400 ft Exhibit 6b Existing DAM Kirkwood Retail 0.2% Annual Chance Flood Hazard Regulatory Floodway 1% Annual Chance Flood Hazard Zone Type FEMA Floodplain Cities Tarrant County Southlake Drainage Areas - Existing Flow Arrows& Channel Pipe Shallow Overland Flow Type Time of Concentration Hydrology Site Boundary Existing Storm Existing Storm Legend ZOI Ex 100-yr Q = 7,276 cfs Site BoundaryEx 20' Sump Inlet Ex 15' TxDot Curb Inlet S o l a n a T e r r a c e B l d g 1Bldg8 B l d g 9 C h a p e l a t E n t r a d a G a r a g e D B l d g 7 Solana Blvd Solana Blvd K n o l l s A m e n i t y C e n te r KirkwoodBranchDentonCreek114 S o la n a B lv d PlazaDr T.W.King Rd K ir k w o o d B l v d Hig h w a y 1 1 4 S e r v i ceRdWNo r t h we s t Pk wy WHighway114 G a r a g e C B l d g 5 Ga r a g e B G a r a g e A Kirkwoo d Bran c h S o l a n a B l v dSolanaBlvd S a mSchool RdHi g h wa y 1 1 4 Se r v i c e RdWNo r t h we s t P k wy E B u i l d i n g 5 B u i l d i n g 1 M a r r i o t t D F W W e s tl a k e L i f e T i m e F i t n e s s Kirkwoo d B l v dNWhi t eCha p e l B l v d S a b r e D r S a b r e KirkwoodBlvdTylerSt&&&&&&&&&&&& &&& &570650 640 630 620 610 650 640 620 610600 590 6406306206 1 0 600590580570650 640 630 620 610 610600590580570610 590 600 580 570 640 630620 600580640 630 620630620610 6 2 0 6 1 0 6206106006206106 1 0 5 9 0 6 0 0 5 9 0 5 9 0 5805 7 0 570 560 570560630 620 630 620 610 60 0 600 570560560550590580580560620630620 620 5 9 0 570650 630 610 6 2 0 620620620 610 610 60060059059059 0 59 0 5905 9 0 590580 5 9 0 580 5 7 0 56 0 560560560 620 620 620 620 610610 61 0 610 610 6 0 0 590590570570560560 Westlake southlake trophy club Da-1 42.9 ac Da-3 2637.6 ac Da-2 58.6 ac 591 590 588 595 592 589 587 585 582 579593 584 582583584583581594 593581 Maxar, Microsoft, Sources: Esri, TomTom, Garmin, FAO, NOAA, USGS, © OpenStreetMap contributors, and the GIS User Community 13354.001 March 26, 2025 /0 200 400 Feet 1 in = 400 ft Exhibit 7 Proposed DAM Kirkwood Retail ZOI Ex 100-yr Q = 7,276 cfs Prop 100-yr Q = 7,275 cfs Site BoundaryEx 20' Sump Inlet Ex 15' TxDot Curb Inlet 0.2% Annual Chance Flood Hazard Regulatory Floodway 1% Annual Chance Flood Hazard Zone Type FEMA Floodplain Cities Tarrant County Southlake Drainage Areas - Existing Existing Drainage Areas - Proposed Proposed - Ultimate Flow Arrows& Channel Pipe Shallow Overland Flow Type Time of Concentration Hydrology Contours - Preliminary Site - Preliminary Buildings - Preliminary Prop Site Site Boundary Existing Storm Legend BaskLn114 I n d i a nCr e e k Dr Sun s e tD rW e s t l a k e D o v e R d C a p i t a l Pkwy De s t i nyW ay NPearsonLnD e l oitte Way P o stOa k Pl PrecinctLineRdF i r e S t a t i o n N o . 1 VaqueroClu b D rA s p e n L n T e x as TrlNPearsonLn F a w k e s L n A u t u m n D r S u m m e r L n M e a d o w v i e w D rSpringDr S p a n i s h T r l T a l l W o o d s Tr l L a z y L n W i n t e r D r S t o n e c a s t l e D r DavisBlvdRandolMillAveV a quer o Club SuttonPlOverlandTrlRoyalLnCimarronTrlTop Ra i l L n J o h n s o n R d VermilionCtBrewerRdKatelynLnNPearsonLnE m b e r W o o d s D rWindsorForestTrlPearson Xing J o r d a n D r F l o r e n c e R d SumacDrG r a y L n V i s t a L n ElkinLnV i s t a R d MarvinDrDavisBlvdJ o h ns on P ar k S afety Town Fl o r ence E lementa r y Sc h o ol Indian Creek Dr IndianCreekDrIn v e r n e s s D r Fresh Mea d o w DrT.W.KingRdKirkwoodBra n c h Solana Blvd TrophyWoodDrPalmettoWayDoveRdIndian C r e e k D r TerraBellaD rT.W.King RdCardonaDrC ortesD r DavisBlvdWNo r t h we s t P k wy WHighway 114 Th e C liffs P ar k S o l a n a T e r r a c e HigginsBranchKirkwood Branch Pond Wo o dbrook L nLakeviewDr NPeytonvilleAveP h e a s a n t L n E n c l a v e C t BiltmoreDrDov e R dD o v e R d B r it t any C t L a u r e l L n MaranthaWayMorganRdS l e e p y H ollow Trl Fo r e s t L n N o rwic h C t K i n g s w o o d D r R e g a l O a k s D r W Do v e R d B ra z osDrW a t e r L i l y D rNor ma n d y DrGingerCtN P e y to n v illeAveLakeviewDrW o o d brookLnP a r k P l SouthridgeLakesPkwyTen B arTrlRedwin gDr StratfordDrTimberLakeDrG i f f o r d C t StacyD r W S o u t h l a k e B l v d Car r oll S enior High S chool Cla r i den Ranc h R d K i ng Ra n c h R d WhiteChapelRdB o b J o nes P a r k KirkwoodBlvdNWh it e Ch a p e l Bl v d T yl er S tWNo r t h we s t PkwyETh e Cliffs P a r k W D o v e Rd R a venaux D r Fox G ln T u r n b e r ry Ln ShadyOaksDrW H i g h l a n d S t W D o v e Rd WNort hwest Pk wy WLove H e n r y C t W S out h l a k e B l v d B ic entennial P ar k C a r r o l l High S c hool D u r ham E lem entar y Sc h o ol and Inter m ediate S chool Trophy Club WesTlaKe souThlaKe souThlaKe WesTlaKe Keller Trophy Club Da-3 2637.6 aC Da-2 57.9 aC Da-1 43.6 aC Sources: Esri, TomTom, Garmin, FAO, NOAA, USGS, © OpenStreetMap contributors, and the GIS User Community, Maxar 13354.001 March 26, 2025 /0 750 1,500 Feet 1 in = 1,500 ft Exhibit 8a Existing Land Use Map Kirkwood Retail ZOI Site Boundary Water Infrastructure Mixed Use Retail Commercial Office Commercial Medium Density Residential Low Density Residential Public / Semi-Public Public Park / Open Space / Undeveloped Existing Land Use Drainage Areas - Existing Site Boundary Legend BaskLn114 I n d i a nCr e e k Dr Sun s e tD rW e s t l a k e D o v e R d C a p i t a l Pkwy De s t i nyW ay NPearsonLnD e l oitte Way P o stOa k Pl PrecinctLineRdF i r e S t a t i o n N o . 1 VaqueroClu b D rA s p e n L n T e x as TrlNPearsonLn F a w k e s L n A u t u m n D r S u m m e r L n M e a d o w v i e w D rSpringDr S p a n i s h T r l T a l l W o o d s Tr l L a z y L n W i n t e r D r S t o n e c a s t l e D r DavisBlvdRandolMillAveV a quer o Club SuttonPlOverlandTrlRoyalLnCimarronTrlTop Ra i l L n J o h n s o n R d VermilionCtBrewerRdKatelynLnNPearsonLnE m b e r W o o d s D rWindsorForestTrlPearson Xing J o r d a n D r F l o r e n c e R d SumacDrG r a y L n V i s t a L n ElkinLnV i s t a R d MarvinDrDavisBlvdJ o h ns on P ar k S afety Town Fl o r ence E lementa r y Sc h o ol Indian Creek Dr IndianCreekDrIn v e r n e s s D r Fresh Mea d o w DrT.W.KingRdKirkwoodBra n c h Solana Blvd TrophyWoodDrPalmettoWayDoveRdIndian C r e e k D r TerraBellaD rT.W.King RdCardonaDrC ortesD r DavisBlvdWNo r t h we s t P k wy WHighway 114 Th e C liffs P ar k S o l a n a T e r r a c e HigginsBranchKirkwood Branch Pond Wo o dbrook L nLakeviewDr NPeytonvilleAveP h e a s a n t L n E n c l a v e C t BiltmoreDrDov e R dD o v e R d B r it t any C t L a u r e l L n MaranthaWayMorganRdS l e e p y H ollow Trl Fo r e s t L n N o rwic h C t K i n g s w o o d D r R e g a l O a k s D r W Do v e R d B ra z osDrW a t e r L i l y D rNor ma n d y DrGingerCtN P e y to n v illeAveLakeviewDrW o o d brookLnP a r k P l SouthridgeLakesPkwyTen B arTrlRedwin gDr StratfordDrTimberLakeDrG i f f o r d C t StacyD r W S o u t h l a k e B l v d Car r oll S enior High S chool Cla r i den Ranc h R d K i ng Ra n c h R d WhiteChapelRdB o b J o nes P a r k KirkwoodBlvdNWh it e Ch a p e l Bl v d T yl er S tWNo r t h we s t PkwyETh e Cliffs P a r k W D o v e Rd R a venaux D r Fox G ln T u r n b e r ry Ln ShadyOaksDrW H i g h l a n d S t W D o v e Rd WNort hwest Pk wy WLove H e n r y C t W S out h l a k e B l v d B ic entennial P ar k C a r r o l l High S c hool D u r ham E lem entar y Sc h o ol and Inter m ediate S chool Trophy Club WeSTlake SouThlake SouThlake WeSTlake keller Trophy Club Da-1 42.9 aC Da-3 2637.6 aC Da-2 58.6 aC Sources: Esri, TomTom, Garmin, FAO, NOAA, USGS, © OpenStreetMap contributors, and the GIS User Community, Maxar 13354.001 March 26, 2025 /0 750 1,500 Feet 1 in = 1,500 ft Exhibit 8b Proposed Land Use Map Kirkwood Retail ZOI Site Boundary Water Infrastructure Mixed Use Retail Commercial Office Commercial Medium Density Residential Low Density Residential Public / Semi-Public Public Park / Open Space / Undeveloped Existing Land Use Drainage Areas - Existing Drainage Areas - Proposed Site Boundary Legend BaskLn114 I n d i a nCr e e k Dr Sun s e tD rW e s t l a k e D o v e R d C a p i t a l Pkwy De s t i nyW ay NPearsonLnD e l oitte Way P o stOa k Pl PrecinctLineRdF i r e S t a t i o n N o . 1 VaqueroClu b D rA s p e n L n T e x as TrlNPearsonLn F a w k e s L n A u t u m n D r S u m m e r L n M e a d o w v i e w D rSpringDr S p a n i s h T r l T a l l W o o d s Tr l L a z y L n W i n t e r D r S t o n e c a s t l e D r DavisBlvdRandolMillAveV a quer o Club SuttonPlOverlandTrlRoyalLnCimarronTrlTop Ra i l L n J o h n s o n R d VermilionCtBrewerRdKatelynLnNPearsonLnE m b e r W o o d s D rWindsorForestTrlPearson Xing J o r d a n D r F l o r e n c e R d SumacDrG r a y L n V i s t a L n ElkinLnV i s t a R d MarvinDrDavisBlvdJ o h ns on P ar k S afety Town Fl o r ence E lementa r y Sc h o ol Indian Creek Dr IndianCreekDrIn v e r n e s s D r Fresh Mea d o w DrT.W.KingRdKirkwoodBra n c h Solana Blvd TrophyWoodDrPalmettoWayDoveRdIndian C r e e k D r TerraBellaD rT.W.King RdCardonaDrC ortesD r DavisBlvdWNo r t h we s t P k wy WHighway 114 Th e C liffs P ar k S o l a n a T e r r a c e HigginsBranchKirkwood Branch Pond Wo o dbrook L nLakeviewDr NPeytonvilleAveP h e a s a n t L n E n c l a v e C t BiltmoreDrDov e R dD o v e R d B r it t any C t L a u r e l L n MaranthaWayMorganRdS l e e p y H ollow Trl Fo r e s t L n N o rwic h C t K i n g s w o o d D r R e g a l O a k s D r W Do v e R d B ra z osDrW a t e r L i l y D rNor ma n d y DrGingerCtN P e y to n v illeAveLakeviewDrW o o d brookLnP a r k P l SouthridgeLakesPkwyTen B arTrlRedwin gDr StratfordDrTimberLakeDrG i f f o r d C t StacyD r W S o u t h l a k e B l v d Car r oll S enior High S chool Cla r i den Ranc h R d K i ng Ra n c h R d WhiteChapelRdB o b J o nes P a r k KirkwoodBlvdNWh it e Ch a p e l Bl v d T yl er S tWNo r t h we s t PkwyETh e Cliffs P a r k W D o v e Rd R a venaux D r Fox G ln T u r n b e r ry Ln ShadyOaksDrW H i g h l a n d S t W D o v e Rd WNort hwest Pk wy WLove H e n r y C t W S out h l a k e B l v d B ic entennial P ar k C a r r o l l High S c hool D u r ham E lem entar y Sc h o ol and Inter m ediate S chool Trophy Club WeSTlake SouThlake SouThlake WeSTlake keller Trophy Club Da-1 42.9 aC Da-3 2637.6 aC Da-2 58.6 aC Sources: Esri, TomTom, Garmin, FAO, NOAA, USGS, © OpenStreetMap contributors, and the GIS User Community, Maxar 13354.001 March 26, 2025 /0 750 1,500 Feet 1 in = 1,500 ft Exhibit 8c Ultimate Land Use Map Kirkwood Retail ZOI Site Boundary Water Infrastructure Mixed Use Retail Commercial Office Commercial Medium Density Residential Low Density Residential Public / Semi-Public Public Park / Open Space / Undeveloped Existing Land Use Drainage Areas - Existing Drainage Areas - Proposed Site Boundary Legend BaskLn114 I n d i a nCr e e k Dr Sun s e tD rW e s t l a k e D o v e R d C a p i t a l Pkwy De s t i nyW ay NPearsonLnD e l oitte Way P o stOa k Pl PrecinctLineRdF i r e S t a t i o n N o . 1 VaqueroClu b D rA s p e n L n T e x as TrlNPearsonLn F a w k e s L n A u t u m n D r S u m m e r L n M e a d o w v i e w D rSpringDr S p a n i s h T r l T a l l W o o d s Tr l L a z y L n W i n t e r D r S t o n e c a s t l e D r DavisBlvdRandolMillAveV a quer o Club SuttonPlOverlandTrlRoyalLnCimarronTrlTop Ra i l L n J o h n s o n R d VermilionCtBrewerRdKatelynLnNPearsonLnE m b e r W o o d s D rWindsorForestTrlPearson Xing J o r d a n D r F l o r e n c e R d SumacDrG r a y L n V i s t a L n ElkinLnV i s t a R d MarvinDrDavisBlvdJ o h ns on P ar k S afety Town Fl o r ence E lementa r y Sc h o ol Indian Creek Dr IndianCreekDrIn v e r n e s s D r Fresh Mea d o w DrT.W.KingRdKirkwoodBra n c h Solana Blvd TrophyWoodDrPalmettoWayDoveRdIndian C r e e k D r TerraBellaD rT.W.King RdCardonaDrC ortesD r DavisBlvdWNo r t h we s t P k wy WHighway 114 Th e C liffs P ar k S o l a n a T e r r a c e HigginsBranchKirkwood Branch Pond Wo o dbrook L nLakeviewDr NPeytonvilleAveP h e a s a n t L n E n c l a v e C t BiltmoreDrDov e R dD o v e R d B r it t any C t L a u r e l L n MaranthaWayMorganRdS l e e p y H ollow Trl Fo r e s t L n N o rwic h C t K i n g s w o o d D r R e g a l O a k s D r W Do v e R d B ra z osDrW a t e r L i l y D rNor ma n d y DrGingerCtN P e y to n v illeAveLakeviewDrW o o d brookLnP a r k P l SouthridgeLakesPkwyTen B arTrlRedwin gDr StratfordDrTimberLakeDrG i f f o r d C t StacyD r W S o u t h l a k e B l v d Car r oll S enior High S chool Cla r i den Ranc h R d K i ng Ra n c h R d WhiteChapelRdB o b J o nes P a r k KirkwoodBlvdNWh it e Ch a p e l Bl v d T yl er S tWNo r t h we s t PkwyETh e Cliffs P a r k W D o v e Rd R a venaux D r Fox G ln T u r n b e r ry Ln ShadyOaksDrW H i g h l a n d S t W D o v e Rd WNort hwest Pk wy WLove H e n r y C t W S out h l a k e B l v d B ic entennial P ar k C a r r o l l High S c hool D u r ham E lem entar y Sc h o ol and Inter m ediate S chool Trophy Club WeSTlake SouThlake SouThlake WeSTlake keller Trophy Club Da-1 42.9 aC Da-3 2637.6 aC Da-2 58.6 aC Sources: Esri, TomTom, Garmin, FAO, NOAA, USGS, © OpenStreetMap contributors, and the GIS User Community, Maxar 13354.001 March 26, 2025 /0 750 1,500 Feet 1 in = 1,500 ft Exhibit 9 Soils Map Kirkwood Retail ZOI Site Boundary D C B A Hydro_Rating Drainage Areas - Existing Drainage Areas - Proposed Site Boundary Legend Appendix B Hydrologic Calcs and Results Exhibit 1B Southlake Kirkwood Retail HMS Model Set-Up Calc Table 1Southlake Kirkwood RetailHydrology InputSummary3/26/2025ExistingNameEx Area SqMiEx Area AcEx TcEx CNEx % ImpDA-10.068143.67.27263DA-20.090457.96.66820DA-34.12152,637.740.86638ProposedNameProp Area SqMiProp Area AcProp TcProp CNProp % ImpDA-10.067042.97.27251DA-20.091558.66.66826DA-34.12142,637.740.86638UltimateNameUlt Area SqMiUlt Area AcUlt TcUlt CNUlt % ImpDA-10.067042.93.87277DA-20.091558.66.66856DA-34.12142,637.740.866401 of 8 Calc Table 2Southlake Kirkwood RetailLag TimeCalculations3/26/2025TProject:13354.001TClient NL Group, IncTUser KEBTDate: 3/26/2025VVNL GROUP, INC - SOUTHLAKE (KIRKWOOD) RETAIL - DRAINAGE DOWNSTREAM ASSESSMENTFDetermination of Time of Concentration and Lag by NRCS Velocity Method (TR-55)!!Area Name:DA-1Pipes or Channels (Vee, Rectangular, Trapesoidal)!Length Point 1 Point 2 n or Daimeter Lt. Slope Bottom W Depth Rt. Slope Slope Velocity Tn!Category Surface Type or Descriptionft elev, ft elev ft V Coeff. in h:1 ft ft h:1 ft/ft ft/s minWarnings and Comments!Overland,and Shallow flows1Overland, To Grass, short prairie grasses (NEH 15-6) 100 651.0 644.0 0.15 0.0700 0.288 5.793Shallow, Ts Grassed Waterways (NEH 15-8) 580 644.0 605.0 16.135 0.0672 4.184 2.31!Lined Channels and Conduits6Tch Existing Storm 1100.0 605.0 583.0 0.013 48 0.0200 16.166 1.137Tch Existing Storm 1155 571.3 569.6 0.015 8 6 0.0015 6.773 2.8410Reference: National Engineering Handbook, Part 630 Hydrology, Chapter 15 - Time of Concentration, where Indicated.Computed Tc 12.0811User Notes:Allowable Tc 12.0812DA-1Computed Lag 7.25 = 0.6 * Computed Tc (From NEH Part 630, Ch 15)*!!Area Name:DA-2Pipes or Channels (Vee, Rectangular, Trapesoidal)!Length Point 1 Point 2 n or Daimeter Lt. Slope Bottom W Depth Rt. Slope Slope Velocity Tn!Category Surface Type or Descriptionft elev, ft elev ft V Coeff. in h:1 ft ft h:1 ft/ft ft/s minWarnings and Comments!Overland,and Shallow flows1Overland, To Grass, short prairie grasses (NEH 15-6) 100 638.2 626.0 0.15 0.1220 0.359 4.643Shallow, Ts Grassed Waterways (NEH 15-8) 460 626.0 589.0 16.135 0.0804 4.576 1.684Shallow, Ts Pavement and Small Upland Gullies (NEH 15-8) 290 589.0 582.0 20.328 0.0241 3.158 1.53!Lined Channels and Conduits6Tch Existing Storm - Detention 430 582.0 581.0 0.013 96 0.0023 8.750 0.827Tch Existing Storm 300 581.0 565.0 0.013 42 0.0533 24.150 0.218Tch Existing Creek - Downstream Kirkwood Branch 520 565.0 563.0 0.045 20 25 5 20 0.0038 4.044 2.1410Reference: National Engineering Handbook, Part 630 Hydrology, Chapter 15 - Time of Concentration, where Indicated.Computed Tc 11.0211User Notes:Allowable Tc 11.0212DA-2Computed Lag 6.61 = 0.6 * Computed Tc (From NEH Part 630, Ch 15)*2 of 8 Calc Table 2Southlake Kirkwood RetailLag TimeCalculations3/26/2025!Area Name:DA-3Pipes or Channels (Vee, Rectangular, Trapesoidal)!Length Point 1 Point 2 n or Daimeter Lt. Slope Bottom W Depth Rt. Slope Slope Velocity Tn!Category Surface Type or Descriptionft elev, ft elev ft V Coeff. in h:1 ft ft h:1 ft/ft ft/s minWarnings and Comments!Overland,and Shallow flows1Overland, To Grass, short prairie grasses (NEH 15-6) 100 708.0 705.0 0.15 0.0300 0.205 8.133Shallow, Ts Grassed Waterways (NEH 15-8) 635 705.0 691.0 16.135 0.0220 2.396 4.42!Lined Channels and Conduits6Tch Existing Storm 745 691.0 680.0 0.013 24 0.0148 8.750 1.427Tch Existing Channel 330 680.0 671.0 0.030 6 2 1 6 0.0273 5.589 0.988Tch Existing Culvert 130 671.0 670.0 0.013 36 0.0077 8.276 0.269Tch Existing Channel 70 670.0 666.0 0.030 10 5 1 10 0.0571 8.401 0.1410Tch Existing Storm 780 666.0 650.0 0.015 5 4 0.0205 18.909 0.6911Tch Existing Channel - Upstream Higgins Branch 4995 650.0 616.0 0.040 6 10 4.5 6 0.0068 5.753 14.4712Tch Existing Creek - Downstream Higgins Branch 7090 616.0 584.0 0.040 15 10 4 15 0.0045 4.157 28.4313Tch Existing Creek - Downstream Kirkwood Branch 2735 584.0 568.0 0.045 20 25 5 20 0.0059 4.987 9.1414Reference: National Engineering Handbook, Part 630 Hydrology, Chapter 15 - Time of Concentration, where Indicated.Computed Tc 68.0815User Notes:Allowable Tc 35.00Storm Drain Tc Defaults to Max. Tc Allowed16DA-3Computed Lag 40.85 = 0.6 * Computed Tc (From NEH Part 630, Ch 15)*!!Area Name:Ult DA-1Pipes or Channels (Vee, Rectangular, Trapesoidal)!Length Point 1 Point 2 n or Daimeter Lt. Slope Bottom W Depth Rt. Slope Slope Velocity Tn!Category Surface Type or Descriptionft elev, ft elev ft V Coeff. in h:1 ft ft h:1 ft/ft ft/s minWarnings and Comments!Overland,and Shallow flows1Overland, To Smooth Surface (conc., asph, gravel, bare soil) (NEH 15-6) 50 640.8 640.5 0.011 0.0050 0.705 1.182Overland, To 0.0000 0.000 0.003Shallow, Ts Pavement and Small Upland Gullies (NEH 15-8) 100 640.5 640.0 20.328 0.0050 1.437 1.164Shallow, Ts 0.0000 0.000 0.005Shallow, Ts 0.0000 0.000 0.00!Lined Channels and Conduits6Tch Proposed Storm 530.0 640.0 605.0 0.0660 0.000 0.007Tch Existing Storm 1100.0 605.0 583.0 0.013 48 0.0200 16.166 1.138Tch Existing Storm 1155 571.3 569.6 0.015 8 6 0.0015 6.773 2.849Tch 0.0000 0.000 0.0010Reference: National Engineering Handbook, Part 630 Hydrology, Chapter 15 - Time of Concentration, where Indicated.Computed Tc 6.3211User Notes:Allowable Tc 6.3212Ult DA-1Computed Lag 3.79 = 0.6 * Computed Tc (From NEH Part 630, Ch 15)*3 of 8 Calc Table 3Southlake Kirkwood RetailCurve NumberValue per Land Use and Soil Type3/26/2025Zoning Applied Land Use Description Cover Description % Imp A B C DAG Public Park / Open Space Open Space - Good Condition 0 39 61 74 80CS Public / Semi-Public Public, Civic, Religious Uses6577 85 90 92SF1A Low Density ResidentialMin one-acre lots, 20% house + 12% Paving + 3% Accessory Structures35 60 74 82 86R-PUD / SF-20A Medium Density ResidentialMin 20k sq ft lot, 30% house + 27% Paving + 3% Accessory Structures60 74 83 88 91O-1Office Commercial50% Building + 15% Paving65 77 85 90 92C-2Retail Commercial50% Building + 20% Paving70 80 87 91 93B-1 Mixed Use Large-Scale, Master Planned, Mixed Use Developments 70 80 87 91 93-- Infrastructure Impervious Areas: Paved 100 98 98 98 98-- Water Lakes & Ponds10098 98 98 98Notes:% Imp values Based on Zoning Requirements 4 of 8 Calc Table 4 Southlake Kirkwood Retail Curve Number and Percent Impervious Calculation for Existing Conditions 3/26/2025 OBJECTID *SHAPE *Name Hydro_Rating Condition Existing Land Use Area (ac)CN Ex % Imp 57 Polygon DA-1 D Existing Undeveloped 1.4120 80 0 58 Polygon DA-1 D Existing Mixed Use 4.7030 80 70 59 Polygon DA-1 D Existing Undeveloped 11.6181 80 35 60 Polygon DA-1 D Existing Infrastructure 2.2823 80 100 61 Polygon DA-1 B Existing Mixed Use 6.6172 61 70 62 Polygon DA-1 B Existing Undeveloped 2.6898 61 70 63 Polygon DA-1 B Existing Infrastructure 4.9355 61 100 64 Polygon DA-1 A Existing Mixed Use 0.0558 39 70 65 Polygon DA-1 A Existing Public Park / Open Space 0.0059 39 0 66 Polygon DA-1 C Existing Mixed Use 4.1225 74 70 67 Polygon DA-1 C Existing Retail Commercial 0.0048 74 70 68 Polygon DA-1 C Existing Undeveloped 1.7140 74 0 69 Polygon DA-1 C Existing Infrastructure 3.4371 74 100 39 Polygon DA-2 D Existing Water 0.7290 80 100 40 Polygon DA-2 D Existing Undeveloped 2.5752 80 0 41 Polygon DA-2 D Existing Mixed Use 10.6992 80 70 42 Polygon DA-2 D Existing Undeveloped 13.4054 80 0 43 Polygon DA-2 D Existing Undeveloped 1.3792 80 0 44 Polygon DA-2 B Existing Water 0.4712 61 100 45 Polygon DA-2 B Existing Undeveloped 1.6525 61 0 46 Polygon DA-2 B Existing Mixed Use 3.7883 61 70 47 Polygon DA-2 B Existing Undeveloped 9.2186 61 0 48 Polygon DA-2 B Existing Public Park / Open Space 6.1337 61 0 49 Polygon DA-2 B Existing Undeveloped 1.0415 61 0 50 Polygon DA-2 A Existing Mixed Use 0.0581 39 70 51 Polygon DA-2 A Existing Undeveloped 0.1931 39 0 52 Polygon DA-2 A Existing Public Park / Open Space 6.2697 39 0 53 Polygon DA-2 A Existing Undeveloped 0.0853 39 0 54 Polygon DA-2 C Existing Undeveloped 0.0013 74 0 55 Polygon DA-2 C Existing Mixed Use 0.1669 74 70 56 Polygon DA-2 C Existing Public Park / Open Space 0.0130 74 0 1 Polygon DA-3 D Existing Low Density Residential 271.4098 80 35 2 Polygon DA-3 D Existing Public / Semi-Public 2.3717 80 65 3 Polygon DA-3 D Existing Water 24.4678 80 100 4 Polygon DA-3 D Existing Undeveloped 0.0120 80 0 5 Polygon DA-3 D Existing Mixed Use 17.5480 80 70 6 Polygon DA-3 D Existing Retail Commercial 7.2046 80 70 7 Polygon DA-3 D Existing Undeveloped 3.1106 80 0 8 Polygon DA-3 D Existing Infrastructure 1.1647 80 100 9 Polygon DA-3 D Existing Public Park / Open Space 25.3487 80 0 10 Polygon DA-3 D Existing Undeveloped 9.8428 80 0 11 Polygon DA-3 D Existing Medium Density Residential 85.1212 80 60 12 Polygon DA-3 B Existing Low Density Residential 1,050.9844 61 35 13 Polygon DA-3 B Existing Public / Semi-Public 2.9764 61 65 14 Polygon DA-3 B Existing Water 10.4379 61 100 15 Polygon DA-3 B Existing Undeveloped 0.0029 61 0 16 Polygon DA-3 B Existing Mixed Use 25.4701 61 70 17 Polygon DA-3 B Existing Retail Commercial 31.7793 61 70 18 Polygon DA-3 B Existing Undeveloped 8.2891 61 0 19 Polygon DA-3 B Existing Infrastructure 7.0350 61 100 20 Polygon DA-3 B Existing Public Park / Open Space 190.4391 61 0 21 Polygon DA-3 B Existing Undeveloped 21.6091 61 0 22 Polygon DA-3 B Existing Medium Density Residential 306.9952 61 60 23 Polygon DA-3 A Existing Low Density Residential 6.8927 39 35 5 of 8 Calc Table 4 Southlake Kirkwood Retail Curve Number and Percent Impervious Calculation for Existing Conditions 3/26/2025 OBJECTID *SHAPE *Name Hydro_Rating Condition Existing Land Use Area (ac)CN Ex % Imp 24 Polygon DA-3 A Existing Mixed Use 0.1146 39 70 25 Polygon DA-3 A Existing Retail Commercial 0.9968 39 70 26 Polygon DA-3 A Existing Infrastructure 1.4333 39 100 27 Polygon DA-3 A Existing Public Park / Open Space 51.3663 39 0 28 Polygon DA-3 A Existing Undeveloped 0.0968 39 0 29 Polygon DA-3 C Existing Low Density Residential 238.6247 74 35 30 Polygon DA-3 C Existing Public / Semi-Public 0.3132 74 65 31 Polygon DA-3 C Existing Water 6.0120 74 100 32 Polygon DA-3 C Existing Mixed Use 58.8543 74 70 33 Polygon DA-3 C Existing Retail Commercial 28.9817 74 70 34 Polygon DA-3 C Existing Undeveloped 12.7108 74 0 35 Polygon DA-3 C Existing Infrastructure 1.2456 74 100 36 Polygon DA-3 C Existing Public Park / Open Space 39.5217 74 0 37 Polygon DA-3 C Existing Undeveloped 15.0780 74 0 38 Polygon DA-3 C Existing Medium Density Residential 71.5238 74 60 70 Polygon DA-3 D Existing Water 0.0119 80 100 71 Polygon DA-3 D Existing Medium Density Residential 0.0119 80 60 72 Polygon DA-3 D Existing Public Park / Open Space 0.0148 80 0 73 Polygon DA-3 D Existing Medium Density Residential 0.0148 80 60 74 Polygon DA-3 D Existing Undeveloped 0.0099 80 0 75 Polygon DA-3 D Existing Medium Density Residential 0.0099 80 60 76 Polygon DA-3 B Existing Low Density Residential 0.0001 61 35 77 Polygon DA-3 B Existing Retail Commercial 0.0001 61 70 78 Polygon DA-3 B Existing Low Density Residential 0.0047 61 35 79 Polygon DA-3 B Existing Public Park / Open Space 0.0047 61 0 80 Polygon DA-3 B Existing Water 0.0005 61 100 81 Polygon DA-3 B Existing Medium Density Residential 0.0005 61 60 82 Polygon DA-3 B Existing Public Park / Open Space 0.1204 61 0 83 Polygon DA-3 B Existing Medium Density Residential 0.1204 61 60 84 Polygon DA-3 B Existing Undeveloped 0.0015 61 0 85 Polygon DA-3 B Existing Medium Density Residential 0.0015 61 60 86 Polygon DA-3 C Existing Low Density Residential 0.0000 74 35 87 Polygon DA-3 C Existing Medium Density Residential 0.0000 74 60 88 Polygon DA-3 C Existing Mixed Use 0.0002 74 70 89 Polygon DA-3 C Existing Retail Commercial 0.0002 74 70 90 Polygon DA-3 C Existing Retail Commercial 0.0000 74 70 91 Polygon DA-3 C Existing Undeveloped 0.0000 74 0 92 Polygon DA-3 C Existing Retail Commercial 0.0000 74 70 93 Polygon DA-3 C Existing Undeveloped 0.0000 74 0 94 Polygon DA-3 C Existing Undeveloped 0.0067 74 0 95 Polygon DA-3 C Existing Medium Density Residential 0.0067 74 60 96 Polygon DA-3 B Existing Retail Commercial 0.0000 61 70 97 Polygon DA-3 A Existing Retail Commercial 0.0000 39 70 6 of 8 Calc Table 5 Southlake Kirkwood Retail Curve Number and Percent Impervious Calculation for Proposed and Ultimate Conditions 3/26/2025 OBJECTID *Shape * Name Hydro_Rating Condition Prop LU Condition Ult LU Area (ac) CN Prop % Imp Ult % Imp 1 Polygon DA-1 D Proposed Mixed Use Proposed Mixed Use 0.7 80 70 70 2 Polygon DA-1 D Existing Mixed Use Existing Mixed Use 4.7 80 70 70 3 Polygon DA-1 D Existing Undeveloped Ultimate Mixed Use 11.6 80 0 70 4 Polygon DA-1 D Existing Infrastructure Existing Infrastructure 2.3 80 100 100 5 Polygon DA-1 B Existing Mixed Use Existing Mixed Use 6.6 61 70 70 6 Polygon DA-1 B Existing Undeveloped Ultimate Mixed Use 2.7 61 0 70 7 Polygon DA-1 B Existing Infrastructure Existing Infrastructure 4.9 61 100 100 8 Polygon DA-1 A Existing Mixed Use Existing Mixed Use 0.1 39 70 70 9 Polygon DA-1 A Existing Public Park / Open Space Existing Public Park / Open Space 0.0 39 0 0 10 Polygon DA-1 C Existing Mixed Use Existing Mixed Use 4.1 74 70 70 11 Polygon DA-1 C Existing Retail Commercial Existing Retail Commercial 0.0 74 70 70 12 Polygon DA-1 C Existing Undeveloped Ultimate Mixed Use 1.7 74 0 70 13 Polygon DA-1 C Existing Infrastructure Existing Infrastructure 3.4 74 100 100 96 Polygon DA-1 D Proposed Mixed Use Proposed Mixed Use 0.0 80 70 70 52 Polygon DA-2 D Existing Water Existing Water 0.7 80 100 100 53 Polygon DA-2 D Proposed Mixed Use Proposed Mixed Use 3.3 80 70 70 54 Polygon DA-2 D Existing Mixed Use Existing Mixed Use 10.7 80 70 70 55 Polygon DA-2 D Existing Undeveloped Ultimate Mixed Use 13.4 80 0 70 56 Polygon DA-2 D Existing Undeveloped Ultimate Office Commercial 1.4 80 0 65 57 Polygon DA-2 B Existing Water Existing Water 0.5 61 100 100 58 Polygon DA-2 B Proposed Mixed Use Proposed Mixed Use 1.7 61 70 70 59 Polygon DA-2 B Existing Mixed Use Existing Mixed Use 3.8 61 70 70 60 Polygon DA-2 B Existing Undeveloped Ultimate Mixed Use 9.2 61 0 70 61 Polygon DA-2 B Existing Public Park / Open Space Existing Public Park / Open Space 6.1 61 0 0 62 Polygon DA-2 B Existing Undeveloped Ultimate Office Commercial 1.0 61 0 65 63 Polygon DA-2 A Existing Mixed Use Existing Mixed Use 0.1 39 70 70 64 Polygon DA-2 A Existing Undeveloped Ultimate Mixed Use 0.2 39 0 70 65 Polygon DA-2 A Existing Public Park / Open Space Existing Public Park / Open Space 6.3 39 0 0 66 Polygon DA-2 A Existing Undeveloped Ultimate Office Commercial 0.1 39 0 65 67 Polygon DA-2 C Proposed Mixed Use Proposed Mixed Use 0.0 74 70 70 68 Polygon DA-2 C Existing Mixed Use Existing Mixed Use 0.2 74 70 70 69 Polygon DA-2 C Existing Public Park / Open Space Existing Public Park / Open Space 0.0 74 0 0 97 Polygon DA-2 D Proposed Mixed Use Proposed Mixed Use 0.0 80 70 70 14 Polygon DA-3 D Existing Low Density Residential Existing Low Density Residential 271.4 80 35 35 15 Polygon DA-3 D Existing Public / Semi-Public Existing Public / Semi-Public 2.4 80 65 65 16 Polygon DA-3 D Existing Water Existing Water 24.5 80 100 100 17 Polygon DA-3 D Proposed Mixed Use Proposed Mixed Use 0.0 80 70 70 18 Polygon DA-3 D Existing Mixed Use Existing Mixed Use 17.5 80 70 70 19 Polygon DA-3 D Existing Retail Commercial Existing Retail Commercial 7.2 80 70 70 20 Polygon DA-3 D Existing Undeveloped Ultimate Mixed Use 3.1 80 0 70 21 Polygon DA-3 D Existing Infrastructure Existing Infrastructure 1.2 80 100 100 22 Polygon DA-3 D Existing Public Park / Open Space Existing Public Park / Open Space 25.3 80 0 0 23 Polygon DA-3 D Existing Undeveloped Ultimate Retail Commercial 9.8 80 0 70 24 Polygon DA-3 D Existing Medium Density Residential Existing Medium Density Residential 85.1 80 60 60 25 Polygon DA-3 B Existing Low Density Residential Existing Low Density Residential 1,051.0 61 35 35 26 Polygon DA-3 B Existing Public / Semi-Public Existing Public / Semi-Public 3.0 61 65 65 27 Polygon DA-3 B Existing Water Existing Water 10.4 61 100 100 28 Polygon DA-3 B Proposed Mixed Use Proposed Mixed Use 0.0 61 70 70 29 Polygon DA-3 B Existing Mixed Use Existing Mixed Use 25.5 61 70 70 30 Polygon DA-3 B Existing Retail Commercial Existing Retail Commercial 31.8 61 70 70 31 Polygon DA-3 B Existing Undeveloped Ultimate Mixed Use 8.3 61 0 70 32 Polygon DA-3 B Existing Infrastructure Existing Infrastructure 7.0 61 100 100 33 Polygon DA-3 B Existing Public Park / Open Space Existing Public Park / Open Space 190.4 61 0 0 34 Polygon DA-3 B Existing Undeveloped Ultimate Retail Commercial 21.6 61 0 70 35 Polygon DA-3 B Existing Medium Density Residential Existing Medium Density Residential 307.0 61 60 60 36 Polygon DA-3 A Existing Low Density Residential Existing Low Density Residential 6.9 39 35 35 37 Polygon DA-3 A Existing Mixed Use Existing Mixed Use 0.1 39 70 70 38 Polygon DA-3 A Existing Retail Commercial Existing Retail Commercial 1.0 39 70 70 39 Polygon DA-3 A Existing Infrastructure Existing Infrastructure 1.4 39 100 100 40 Polygon DA-3 A Existing Public Park / Open Space Existing Public Park / Open Space 51.4 39 0 0 41 Polygon DA-3 A Existing Undeveloped Ultimate Retail Commercial 0.1 39 0 70 42 Polygon DA-3 C Existing Low Density Residential Existing Low Density Residential 238.6 74 35 35 43 Polygon DA-3 C Existing Public / Semi-Public Existing Public / Semi-Public 0.3 74 65 65 44 Polygon DA-3 C Existing Water Existing Water 6.0 74 100 100 45 Polygon DA-3 C Existing Mixed Use Existing Mixed Use 58.9 74 70 70 46 Polygon DA-3 C Existing Retail Commercial Existing Retail Commercial 29.0 74 70 70 47 Polygon DA-3 C Existing Undeveloped Ultimate Mixed Use 12.7 74 0 70 48 Polygon DA-3 C Existing Infrastructure Existing Infrastructure 1.2 74 100 100 49 Polygon DA-3 C Existing Public Park / Open Space Existing Public Park / Open Space 39.5 74 0 0 50 Polygon DA-3 C Existing Undeveloped Ultimate Retail Commercial 15.1 74 0 70 51 Polygon DA-3 C Existing Medium Density Residential Existing Medium Density Residential 71.5 74 60 60 70 Polygon DA-3 D Existing Water Existing Water 0.0 80 100 100 71 Polygon DA-3 D Existing Medium Density Residential Existing Medium Density Residential 0.0 80 60 60 72 Polygon DA-3 D Existing Public Park / Open Space Existing Public Park / Open Space 0.0 80 0 0 73 Polygon DA-3 D Existing Medium Density Residential Existing Medium Density Residential 0.0 80 60 60 74 Polygon DA-3 D Existing Undeveloped Ultimate Retail Commercial 0.0 80 0 70 7 of 8 Calc Table 5 Southlake Kirkwood Retail Curve Number and Percent Impervious Calculation for Proposed and Ultimate Conditions 3/26/2025 OBJECTID *Shape * Name Hydro_Rating Condition Prop LU Condition Ult LU Area (ac) CN Prop % Imp Ult % Imp 75 Polygon DA-3 D Existing Medium Density Residential Existing Medium Density Residential 0.0 80 60 60 76 Polygon DA-3 B Existing Low Density Residential Existing Low Density Residential 0.0 61 35 35 77 Polygon DA-3 B Existing Retail Commercial Existing Retail Commercial 0.0 61 70 70 78 Polygon DA-3 B Existing Low Density Residential Existing Low Density Residential 0.0 61 35 35 79 Polygon DA-3 B Existing Public Park / Open Space Existing Public Park / Open Space 0.0 61 0 0 80 Polygon DA-3 B Existing Water Existing Water 0.0 61 100 100 81 Polygon DA-3 B Existing Medium Density Residential Existing Medium Density Residential 0.0 61 60 60 82 Polygon DA-3 B Existing Public Park / Open Space Existing Public Park / Open Space 0.1 61 0 0 83 Polygon DA-3 B Existing Medium Density Residential Existing Medium Density Residential 0.1 61 60 60 84 Polygon DA-3 B Existing Undeveloped Ultimate Retail Commercial 0.0 61 0 70 85 Polygon DA-3 B Existing Medium Density Residential Existing Medium Density Residential 0.0 61 60 60 86 Polygon DA-3 C Existing Low Density Residential Existing Low Density Residential 0.0 74 35 35 87 Polygon DA-3 C Existing Medium Density Residential Existing Medium Density Residential 0.0 74 60 60 88 Polygon DA-3 C Existing Mixed Use Existing Mixed Use 0.0 74 70 70 89 Polygon DA-3 C Existing Retail Commercial Existing Retail Commercial 0.0 74 70 70 90 Polygon DA-3 C Existing Retail Commercial Existing Retail Commercial 0.0 74 70 70 91 Polygon DA-3 C Existing Undeveloped Ultimate Mixed Use 0.0 74 0 70 92 Polygon DA-3 C Existing Retail Commercial Existing Retail Commercial 0.0 74 70 70 93 Polygon DA-3 C Existing Undeveloped Ultimate Retail Commercial 0.0 74 0 70 94 Polygon DA-3 C Existing Undeveloped Ultimate Mixed Use 0.0 74 0 70 95 Polygon DA-3 C Existing Medium Density Residential Existing Medium Density Residential 0.0 74 60 60 98 Polygon DA-3 B Existing Retail Commercial Existing Retail Commercial 0.0 61 70 70 99 Polygon DA-3 A Existing Retail Commercial Existing Retail Commercial 0.0 39 70 70 8 of 8 Results Table 1Southlake Kirkwood RetailHMS ResultsSummary3/26/2025Summary of HMS ResultsHMS Jxn PointProp Drainage AreaExisting Q100 -yrProposed Q100-yrProposed - ExistingUltimate Q100-yrFEMA Flows-- ac cfs cfs cfs cfs --DA-1 43 330 313 -17.0 401 --DA-2 59 371 386 15.0 436 --DA-3 2,638 7,200 7,200 0.0 7,271 6,800Jxn-3 2,696 7,228 7,229 1.0 7,303 --ZOI 2,739 7,276 7,275 -1.0 7,348 --DA-1 43 258 242 -16.0 -- --DA-2 59 270 284 14.0 -- --DA-3 2,638 5,337 5,337 0.0 -- --Jxn-3 2,696 5,356 5,357 1.0 -- --ZOI 2,739 5,392 5,391 -1.0 -- --DA-1 43 177 161 -16.0 -- --DA-2 59 160 173 13.0 -- --DA-3 2,638 3,351 3,350 -1.0 -- --Jxn-3 2,696 3,359 3,360 1.0 -- --ZOI 2,739 3,382 3,382 0.0 -- --DA-1 43 112 98 -14.0 -- --DA-2 59 80 90 10.0 -- --DA-3 2,638 1,891 1,891 0.0 -- --Jxn-3 2,696 1,893 1,893 0.0 -- --ZOI 2,739 1,905 1,905 0.0 -- -- 100-yr Summary 25-yr Summary 5-yr Summary 1-yr Summary1 of 2 Results Table 2Southlake Kirkwood RetailHMS ResultsDetailed3/26/2025Existing 100-yr HMS ResultsProposed 100-yr HMS ResultsUltimate 100-yr HMS ResultsHydrologicElementDrainage Area (MI2)Peak Discharge (CFS) Time of Peak Volume (IN)HydrologicElementDrainage Area (MI2)Peak Discharge (CFS) Time of Peak Volume (IN)Prop - Ex(cfs) % ChangeHydrologicElementDrainage Area (MI2)Peak Discharge (CFS) Time of Peak Volume (IN)DA-3 4.1215 7,200.3 2 January 2025, 00:44 6.53 DA-3 4.1214 7,200.2 2 January 2025, 00:44 6.53 -0.1 0.0% DA-3 4.12147,270.7 2 January 2025, 00:44 6.61Reach-3 4.1215 7,171.5 2 January 2025, 00:48 6.53 Reach-3 4.1214 7,171.4 2 January 2025, 00:48 6.53 -0.1 0.0% Reach-3 4.1214 7,241.1 2 January 2025, 00:48 6.61DA-2 0.0904 371.4 2 January 2025, 00:08 5.98 DA-2 0.0915 385.9 2 January 2025, 00:08 6.21 14.5 3.9% DA-2 0.0915 435.6 2 January 2025, 00:08 7.39Jxn-3 4.2119 7,227.5 2 January 2025, 00:48 6.52 Jxn-3 4.2129 7,228.8 2 January 2025, 00:48 6.52 1.3 0.0% Jxn-3 4.2129 7,302.8 2 January 2025, 00:48 6.63DA-1 0.0681 329.6 2 January 2025, 00:08 7.85 DA-1 0.0670 312.7 2 January 2025, 00:08 7.44 -16.9 -5.1% DA-1 0.067 400.6 2 January 2025, 00:06 8.33ZOI 4.2800 7,275.9 2 January 2025, 00:48 6.54 ZOI 4.2799 7,275.4 2 January 2025, 00:48 6.54 -0.5 0.0% ZOI 4.2799 7,347.5 2 January 2025, 00:48 6.66Existing 25-yr HMS ResultsProposed 25-yr HMS ResultsHydrologicElementDrainage Area (MI2)Peak Discharge (CFS) Time of Peak Volume (IN)HydrologicElementDrainage Area (MI2)Peak Discharge (CFS) Time of Peak Volume (IN)DA-3 4.1215 5,337.1 2 January 2025, 00:44 4.72 DA-3 4.1214 5,337.0 2 January 2025, 00:44 4.72 -0.1 0.0%Reach-3 4.1215 5,316.4 2 January 2025, 00:48 4.72 Reach-3 4.1214 5,316.3 2 January 2025, 00:48 4.72 -0.1 0.0%DA-2 0.0904 270.1 2 January 2025, 00:08 4.20 DA-2 0.0915 283.9 2 January 2025, 00:08 4.41 13.8 5.1%Jxn-3 4.2119 5,355.8 2 January 2025, 00:48 4.70 Jxn-3 4.2129 5,357.0 2 January 2025, 00:48 4.71 1.2 0.0%DA-1 0.0681 258.1 2 January 2025, 00:08 5.90 DA-1 0.0670 241.5 2 January 2025, 00:08 5.52 -16.6 -6.4%ZOI 4.2800 5,391.6 2 January 2025, 00:48 4.72 ZOI 4.2799 5,391.2 2 January 2025, 00:48 4.72 -0.4 0.0%Existing 5-yr HMS ResultsProposed 5-yr HMS ResultsHydrologicElementDrainage Area (MI2)Peak Discharge (CFS) Time of Peak Volume (IN)HydrologicElementDrainage Area (MI2)Peak Discharge (CFS) Time of Peak Volume (IN)DA-3 4.1215 3,350.5 2 January 2025, 00:46 2.92 DA-3 4.1214 3,350.4 2 January 2025, 00:46 2.92 -0.1 0.0%Reach-3 4.1215 3,335.5 2 January 2025, 00:48 2.92 Reach-3 4.1214 3,335.5 2 January 2025, 00:48 2.92 0.0 0.0%DA-2 0.0904 160.3 2 January 2025, 00:08 2.46 DA-2 0.0915 172.7 2 January 2025, 00:08 2.64 12.4 7.7%Jxn-3 4.2119 3,358.7 2 January 2025, 00:48 2.91 Jxn-3 4.2129 3,359.8 2 January 2025, 00:48 2.92 1.1 0.0%DA-1 0.0681 176.9 2 January 2025, 00:08 3.91 DA-1 0.0670 161.2 2 January 2025, 00:08 3.57 -15.7 -8.9%ZOI 4.2800 3,381.9 2 January 2025, 00:48 2.93 ZOI 4.2799 3,381.5 2 January 2025, 00:48 2.93 -0.4 0.0%Existing 1-yr HMS ResultsProposed 1-yr HMS ResultsHydrologicElementDrainage Area (MI2)Peak Discharge (CFS) Time of Peak Volume (IN)HydrologicElementDrainage Area (MI2)Peak Discharge (CFS) Time of Peak Volume (IN)DA-3 4.1215 1,890.6 2 January 2025, 00:46 1.65 DA-3 4.1214 1,890.6 2 January 2025, 00:46 1.65 0.0 0.0%Reach-3 4.1215 1,881.6 2 January 2025, 00:50 1.65 Reach-3 4.1214 1,881.6 2 January 2025, 00:50 1.65 0.0 0.0%DA-2 0.0904 79.5 2 January 2025, 00:08 1.26 DA-2 0.0915 90.1 2 January 2025, 00:08 1.41 10.6 13.3%Jxn-3 4.2119 1,892.5 2 January 2025, 00:50 1.64 Jxn-3 4.2129 1,893.2 2 January 2025, 00:50 1.64 0.7 0.0%DA-1 0.0681 112.3 2 January 2025, 00:08 2.40 DA-1 0.0670 98.2 2 January 2025, 00:08 2.13 -14.1 -12.6%ZOI 4.2800 1,905.2 2 January 2025, 00:50 1.65 ZOI 4.2799 1,904.8 2 January 2025, 00:50 1.65 -0.4 0.0%2 of 2 Appendix C Preliminary Grading Plan POINT OFBEGINNINGEX-FOEX-FOEX-FOEX-FOEX-PL∆∆EX-WEX-W∆FF=595.50FF=593.50PLOTTED BY: Hunter Brauer ON: Thursday, March 27, 2025 AT: 8:56 AM FILEPATH: P:\013300\013354\001\Civil\CAD\Base 3D\SURF-FG.dwg PRELIMINARY GRADINGDAKOTA'SSOUTHLAKE, TX075150GRAPHIC SCALE IN FEET Appendix D Reference Plans PROFES SI ONAL ENGINEE RSTATE OF TEXAS LORI J. DAVIDSON 82624RE GISTERED TBD NONE NONE STATE OF TEXAS DEPARTMENT OF TRANSPORTATION PLANS OF PROPOSED STATE HIGHWAY IMPROVEMENT 0353 03 100 C ransportationDepartment ofTT exas R BY TEXAS DEPARTMENT OF TRANSPORTATION; ALL RIGHTS RESERVED.2020 FED.RD. DIV.NO. STATE COUNTY CONT.SECT.JOB SHEET STATE NO.FEDERAL AID PROJECT NO. HIGHWAY NO. 6 CHECKED CHECKED GRAPHICS DESIGN , , , , DIST. 1 TEXAS RAILROAD CROSSINGS: EQUATIONS: EXCEPTIONS: PROJECT MANAGER FOR LETTING: SUBMITTED PROJECT LENGTH= FT.= MI. BRIDGE LENGTH= FT.= MI. ROADWAY LENGTH= FT.= MI. DENTON COUNTY TARRANT COUNTY FORT WORTH 35W 121 360 1709 377 170 114 114 BEGIN PROJECT END PROJECT 12035.89 288.85 11747.04 2.280 0.055 2.225 FINAL PLANS DATE WORK ACCEPTED: NAME OF CONTRACTOR: DATE OF LETTING: DATE WORK BEGAN: DATE WORK COMPLETED: SH 114 NOTE: SH 114 WESTBOUND FRONTAGE ROAD (WBFR) SH 114 EASTBOUND FRONTAGE ROAD (EBFR) STATE HIGHWAY 114 (SH 114) FM 1938 / DAVIS BOULEVARD (DAVIS BLVD) SOLANA/KIRKWOOD BOULEVARD (KIRKWOOD BLVD) DOVE ROAD (DOVE RD) EASTBOUND EXIT RAMP EAST OF DAVIS BLVD (EB EXIT RAMP KIRKWOOD BLVD) EASTBOUND ENTRANCE RAMP WEST OF DAVIS BLVD (EB ENT RAMP WESTLAKE PKWY) EASTBOUND ENTRANCE RAMP WEST OF KIRKWOOD BLVD (EB ENT RAMP DAVIS BLVD) EASTBOUND EXIT RAMP EAST OF KIRKWOOD BLVD (EB EXIT RAMP DOVE RD) EASTBOUND ENTRANCE RAMP WEST OF DOVE RD (EB ENT RAMP KIRKWOOD BLVD) WESTBOUND EXIT RAMP WEST OF DOVE RD (WB EXIT RAMP KIRKWOOD BLVD) WESTBOUND ENTRANCE RAMP EAST OF KIRKWOOD BLVD (WB ENT RAMP DOVE RD) WESTBOUND EXIT RAMP WEST OF KIRKWOOD BLVD (WB EXIT RAMP DAVIS BLVD) WESTBOUND ENTRANCE RAMP EAST OF FM 1938 (WB ENT RAMP KIRKWOOD BLVD) ADT (2040)= 12900 ADT (2020)= 9650 FUNCTIONAL CLASSIFICATION: URBAN FREEWAY DESIGN SPEED = 40 MPH ADT (2040)= 7500 ADT (2020)= 4650 FUNCTIONAL CLASSIFICATION: URBAN FREEWAY DESIGN SPEED = 40 MPH ADT (2040)= 20100 ADT (2020)= 15100 FUNCTIONAL CLASSIFICATION: URBAN FREEWAY DESIGN SPEED = 40 MPH ADT (2040)= 17050 ADT (2020)= 12850 FUNCTIONAL CLASSIFICATION: URBAN FREEWAY DESIGN SPEED = 40 MPH ADT (2040)= 17250 ADT (2020)= 11900 FUNCTIONAL CLASSIFICATION: URBAN FREEWAY DESIGN SPEED = 40 MPH ADT (2040)= 23750 ADT (2020)= 16350 FUNCTIONAL CLASSIFICATION: URBAN FREEWAY DESIGN SPEED = 40 MPH ADT (2040)= 9100 ADT (2020)= 6900 FUNCTIONAL CLASSIFICATION: URBAN FREEWAY DESIGN SPEED = 40 MPH ADT (2040)= 151050 ADT (2020)= 90850 FUNCTIONAL CLASSIFICATION: URBAN FREEWAY DESIGN SPEED = 60 MPH ADT (2040)= 43900 ADT (2020)= 33500 FUNCTIONAL CLASSIFICATION: PRINCIPAL ARTERIAL DESIGN SPEED = 40 MPH ADT (2040)= 35350 ADT (2020)= 26750 FUNCTIONAL CLASSIFICATION: MAJOR COLLECTOR DESIGN SPEED = 35 MPH ADT (2040)= 30900 ADT (2020)= 22150 FUNCTIONAL CLASSIFICATION: MINOR ARTERIAL DESIGN SPEED = 30 MPH REF MARKER #600-0.555 CSJ: 0353-03-100 SH 114 STA 1429+98.83 REF MARKER #602+0.637 CSJ: 0353-03-100 SH 114 STA 1550+34.72 ADT (2040)= 29300 ADT (2020)= 21900 FUNCTIONAL CLASSIFICATION: URBAN COLLECTOR DESIGN SPEED = 40 MPH ADT (2040)= 19200 ADT (2020)= 13900 FUNCTIONAL CLASSIFICATION: URBAN COLLECTOR DESIGN SPEED = 40 MPH TARRANT02 TYPE: FOR THE CONSTRUCTION OF FREEWAY OPERATIONAL IMPROVEMENT APPROVED FOR LETTING: DISTRICT ENGINEER INDEX OF SHEETS SEE SHEET 2 FOR INDEX AREA ENGINEER SUBMITTED FOR LETTING:RECOMMENDED FOR LETTING: REQUIRED. TDLR NO. EABPRJ: REGISTERED ACCESSIBILITY SPECIALIST (RAS) INSPECTION ADT (2040)= 13800 ADT (2020)= 8700 FUNCTIONAL CLASSIFICATION: URBAN FREEWAY DESIGN SPEED = 40 MPH ADT (2040)= 13500 ADT (2020)= 10050 FUNCTIONAL CLASSIFICATION: URBAN FREEWAY DESIGN SPEED = 40 MPH SCALE: 1"= 5 MILES NH 2B20(006) F-928 4/16/2020VOLUME 1 (FORM FHWA 1273, MAY 2012). PROVISIONS FOR ALL FEDERAL-AID CONSTRUCTION CONTRACTS FOLLOWS, SHALL GOVERN ON THIS PROJECT: REQUIRED CONTRACT NOVEMBER 1, 2014 AND SPECIFICATION ITEMS LISTED AND DATED AS SPECIFICATIONS ADOPTED BY THE TEXAS DEPARTMENT OF TRANSPORTATION, DIRECTOR, TP&D STRUCTURES, TRAFFIC SIGNALS, SIGNING AND PAVEMENT MARKINGS GRADING,SUBGRADE, HOT MIX PAVEMENT, CONC. PAVEMENT, DRAINAGE,CONSISTING OF: TARRANT COUNTY STATE HIGHWAY 114 FEDERAL AID PROJECT # NH 2B20(006) CSJ: 0353-03-100, ETC. LIMITS: FROM FM 1938 TO DOVE RD, ETC DocuSign Envelope ID: 96E158B3-94D1-4697-A9A8-F5ACB50D0066 4/16/2020 TABS2020015957 DocuSign Envelope ID: 394D5AD2-99A0-4C31-9499-5F7144153DEE 4/30/2020 4/30/2020 F F F EEEEELPLPPROFES SI ONAL ENGINEERSTATEOFTEXAS CASEY J. MCELROY 133215LI D CENSEPOT 1495+00.00PT 1494+45.751495+00 1500+00 1505+00 1500+00 1505+00 0+00 5+00PC 1498+61.17PRC 1503+35.36POT 1495+00.00250.00'REXIST ROW EXIST ROW [ SH 114 PROP ROW EXIST ROW 29.00' RT | WBFR STA 1501+72.05 END TRANSITION8.00'SIDEWALK3-12' LANES [ KIRKWOOD BLVD 53.00' RT | WBFR STA 1500+17.05 BEGIN TRANSITION 14' LANE 12' LANE 2' SHLD 1' SHLD SOUTHLAKE CITY OF WESTLAKE TOWN OF | WB ENT RAMP DOVE RD 12.00' LT | WBFR STA 1505+33.85 BEGIN TRANSITION 8.00'SIDEWALK12' TURN LANE 65.00'250.00'R| WBFR STA 1497+24.17 BEGIN WBFR PAVEMENT CONSTRUCTION KIRKWOOD BLVD | EB TO WB UTURN KIRKWOOD BLVD | WB TO EB UTURN 41.00'36 .50 '36.00'RT STA 1494+46.26 | EXIST WBFR 36.00'RT 1495+00.00STA | EXIST WBFR 5.00' SIDEWALK 12' LANE 14' LANE | WBFR STA 1497+88.39, 55.97'RT (SPECIAL) (RETAINING WALL) BEGIN CONC SIDEWALK | WBFR STA 1500+60.00 20.50' RT (SPECIAL) (RETAINING WALL) END CONC SIDEWALK DW-01 | WBFR BLWBFR-2 CURB RAMP (TY 1) BLWBFR-1 CONC CURB (MONO) (TY II) CONC CURB (MONO) (TY II) DRAINAGE EASEMENT INSTALL SALVAGED FENCE 582.20582.21582.20-EX GRADE @ |581.80-EX GRADE @ |0.0003 %582.20-BEST FIT GRADE @ || WBFR EXISTING GROUND @ | WBFR PGL 582.46582.13582.18581.75581.80581.60583.43584.49585.01585.66586.07586.70586.70586.05584.78583.53581.45579.33578.24576.81575.51VPI 1498+34.35EL = 580.23-0.80%+2.55% 215.00' V.C. K = 64 ex = 0.90'VPI 1501+00.00EL = 587.00+2.55%-1.06% 275.00' V.C. K = 76 ex = -1.24'VPI 1504+80.00EL = 582.97-1.06%+0.40% 150.00' V.C. K = 103 ex = 0.27'580.94581.28582.04583.17584.36585.22585.76585.97585.85585.41584.88584.35583.82583.39583.20583.25583.45580.92-PROP GRADE @ |VPC 1497+26.85EL = 581.09VPT 1499+41.85EL = 582.97VPC 1499+62.50EL = 583.49VPT 1502+37.50EL = 585.54VPC 1504+05.00EL = 583.77VPT 1505+55.00EL = 583.27STA 1496+87.13 KIRKWOOD BLVD C/L EL = 581.11 STA 1497+24.17 MATCH EX PAVEMENT BEGIN WBFR CONSTRUCTION EXIST BEST FIT @ |582.20582.21582.20-EX GRADE @ |581.80-EX GRADE @ |EL = 582.20582.20-BEST FIT GRADE @ |582.46582.13582.18581.75581.80581.60583.43584.49585.01585.66586.07586.70586.70586.05584.78583.53581.45579.33578.24576.81575.51VPI 1498+34.35EL = 580.23275.00' V.C. K = 76 ex = -1.24'VPI 1504+80.00EL = 582.97580.94581.28582.04583.17584.36585.22585.76585.97585.85585.41584.88584.35583.82583.39583.20583.25583.45580.92-PROP GRADE @ |VPC 1499+62.50EL = 583.49VPT 1502+37.50EL = 585.54EL = 581.11 STA 1497+24.17 MATCH EX PAVEMENT BEGIN WBFR CONSTRUCTION FILE:DATE:4/16/20204:36:09 PMHIGHWAY NO. STATE COUNTY TEXAS JOBCONTROLSECTION DISTRICT NO. SHEET DIV.NO. FED.RD. CHECK CHECK DESIGN DRAWN NO.DATE REVISION APPROVED FEDERAL AID PROJECT NO. FTW 030353 6 SH 114 2020 Texas Department of Transportation R C TARRANT SHEET OF SH0114_RDW_PP_WBFR05.dgnF-928 NH 2B20(006) 4/17/2020 100, ETC. DW-XX NOTES: 50 100 5 10 SCALE: 1"=100' HORIZONTAL SCALE: 1"=10' VERTICAL 0 0MATCHLINE STA 1506+001495+00 1496+00 1497+00 1498+00 1499+00 1500+00 1501+00 1502+00 1503+00 1504+00 1505+00 1506+00 560 565 570 575 580 585 590 595 600 560 565 570 575 580 585 590 595 600 FIT @ | EXIST BEST PROFILE LEGEND EXISTING @ | PROPOSED @ |MATCHLINE STA 1494+00 LPB RCA LJD LPB SH 114 WESTBOUND FRONTAGE ROAD PLAN AND PROFILE STA 1494+00 TO STA 1506+00 5 9 212 BLWBFR-2BLWBFR-1KIRKWOOD BLVDSH 114 W B SH 114 EB (TY 10) CURB RAMP (TY 10) CURB RAMP WBFR | EXIST (TY 1) CURB RAMP SH 114 W BFR WALL 5 WALL 6 WALL 7 WALL 8 (MONO) (TY II) CONC CURB LEGEND EXIST ROW / PROPERTY LINE PROPOSED ROW EASEMENT EXIST TRAFFIC FLOW PATTERN PROP TRAFFIC FLOW PATTERN PROP PAVEMENT CONSTRUCTION DRIVEWAY ID FRONT FACE, UNLESS NOTED OTHERWISE. BARRIER/RAIL ARE SHOWN TO THE NOMINAL 1. DIMENSIONS AND CALLOUTS TO CURB OR PROP RIPRAP CONC (8 IN) PI = STA 1500+98.46 L = 474.18' R = 4,811.00' T = 237.28' = 5°38'49.98"(RT) PI = STA 1505+70.62 L = 470.14' R = 4,770.00' T = 235.26' = 5°38'49.98"(LT) INFORMATION. 3. SEE GENERAL NOTES FOR SALAVAGED FENCE INFORMATION. 2. SEE INTERSECTION GRADING FOR ADDITIONAL SDSD SD 590590595 5955955955955955955956006006006006006006006006 0 0 600600600605605605605 605 605605605605605605605605605605 605 605 605605605605605605610 610610610 610 610 610610610610610610610610610 610 610 610 610610 610 610 610610610610610610610610610610615615615615615615615615615615620620620 620 620620625625625625 630635600601604605608609 594595 596597 597598598598 599 599599 599600600600 600600601601 601601601601601602602602602602602602602 602602 603 603603603603603603 603603603 604 604604604 604 604604604604604604604604 605 605 605605 605 605605605605605605605605605 605 606606 606 606606606606606 606606606606606 606606 606 606 606 606 607 607 607 607607 607 607607607607607 607607607607608608608608608608 608609609609609609 609 610610 610 610611612615FILE:DATE:4/16/20206:13:23 PMHIGHWAY NO. STATE COUNTY TEXAS JOBCONTROLSECTION DISTRICT NO. SHEET DIV.NO. FED.RD. CHECK CHECK DESIGN DRAWN NO.DATE REVISION APPROVED FEDERAL AID PROJECT NO. FTW 030353 6 SH 114 2020 Texas Department of Transportation R C TARRANT SHEET OF SH0114_DRN_DA_06.dgnF-928 NH 2B20(006) 117000LI CENSEDPROFES SI ONAL ENGINEERSTATEOFTEXAS D. SHAWN SINGH 4/17/2020 100, ETC. 500 SCALE: 1"=100' HORIZONTAL 100 LEGEND CURRENT CONDITION. THAN ULTIMATE CONDITION ARE DELINEATED FOR HAVE MORE DISCHARGE IN CURRENT CONDITION THE EXISTING MEDIAN DITCH INLETS.AREAS THAT ARE DELINEATED FOR CURRENT CONDITIONS USING CONDITION. AREAS WITH MAINLANE SUPERELEVATION 1. DRAINAGE AREAS ARE DELINEATED FOR ULTIMATE NOTES: DRAINAGE AREA ID DIRECTION OF FLOW PROP DRAINAGE FEATURE EXIST DRAINAGE FEATURE DRAINAGE AREA BOUNDARY CURRENT CONDITION DRAINAGE AREA BOUNDARY ULTIMATE CONDITION PROP PAVEMENT CONSTRUCTION 13 DSS JAC RTC LJD SH 114 STA 1481+00 TO STA 1492+00 6 393 DRAINAGE AREA MAPMATCHLINE STA 1481+00MATCHLINE STA 1492+00X.XX AC XX-XX (ACRES) AREA ID #1485+00 1490+00 1485+00 1490+00 0+00 5+00 1480+00 1485+00 1490+00 |EBFR |WBEXTRMPDAVIS [SH114 SH 114 W BFR SH 114 WB SH 114 EB SH 114 EBFR EXIST ROW |EXWBFR 0.65 AC A4-06 0.19 AC A4-05 0.50 AC A4-01 0.77 AC EX-A3-04 0.66 AC K2-01 2.19 AC K2-04 1.43 AC EX-K1-12 0.36 AC EX-A3-01 0.23 AC EX-A3-02 0.25 AC EX-A3-03 0.45 AC EX-K1-01 1.20 AC K1-16 0.11 AC A1-47 0.14 AC A1-43 11.23 AC K2-05 0.99 AC K1-03 0.39 AC EX-K1-08 EXIST ROWTOWN O F T R O PH Y C LU B TO WN O F WE ST L A K E T.W. KIN G R DBRANCH DRTROPHYEXIST 10'X6' SBC CONSTRUCTION EASEMENT 4.81 AC A1-50 SDSDSDSD580580580580585585585585585585 585 585585585585585585585 585 585585585585585585585585 585585585585585 585 585585585585590590590590590590590590590590 59059059059059059059 0 590 590 590 590 590590 590 590 590 590 590 590590590590590590590590 590595595595595595595595595 595595 595 595595595595595595595 595 595595595 595 595 595 595 595 595595595595595595595 595600600600600600600600600 600600 600 600600600600600 600600600 6 0 0 600600600 600600600 605605605605605605605605 605 605 6056056056056056 0 5 580581581581581581582582582582582582582582583583583 584584585583583583584585585585583583583586587588589589 590591592593593594594595595 596602 582 5825825835 8 3 583583583 583583583584 584584584 584584584584584585 585585585585585 585585585586586586586586586586586586586 586587 587587587 587587 587587587587587587587 587588588588588 588588 588588588588588588 588588589 589589 589589589589589589589589589589589589590590590 5905905905905905905905905905905 905915915 91591 591591591591591591591591591591 591592 592592 592 5925925925925925925925925925925925 92593593 593 593593593593593593593593593593593593 594 594 594 594594594594594594594594594594595 595595 595595595595595595595595595 596 596 596596596596596596596596596596 597 597597 597597597597597597597597597598 598598598598598598598598598599599599599599599599599600600600600600600600600600601601601601601601601601601602602602 602602602602602603603603603 604604604604 605605605605606 606606 607 S D 585585585 5 8 5 585585 585585FILE:DATE:4/16/20206:13:36 PMHIGHWAY NO. STATE COUNTY TEXAS JOBCONTROLSECTION DISTRICT NO. SHEET DIV.NO. FED.RD. CHECK CHECK DESIGN DRAWN NO.DATE REVISION APPROVED FEDERAL AID PROJECT NO. FTW 030353 6 SH 114 2020 Texas Department of Transportation R C TARRANT SHEET OF SH0114_DRN_DA_07.dgnF-928 NH 2B20(006) 117000LI CENSEDPROFES SI ONAL ENGINEERSTATEOFTEXAS D. SHAWN SINGH 4/17/2020 100, ETC. 500 SCALE: 1"=100' HORIZONTAL 100 LEGEND CURRENT CONDITION. THAN ULTIMATE CONDITION ARE DELINEATED FOR HAVE MORE DISCHARGE IN CURRENT CONDITION THE EXISTING MEDIAN DITCH INLETS.AREAS THAT ARE DELINEATED FOR CURRENT CONDITIONS USING CONDITION. AREAS WITH MAINLANE SUPERELEVATION 1. DRAINAGE AREAS ARE DELINEATED FOR ULTIMATE NOTES: DRAINAGE AREA ID DIRECTION OF FLOW PROP DRAINAGE FEATURE EXIST DRAINAGE FEATURE DRAINAGE AREA BOUNDARY CURRENT CONDITION DRAINAGE AREA BOUNDARY ULTIMATE CONDITION PROP PAVEMENT CONSTRUCTION MATCHLINE STA 1492+00MATCHLINE STA 1504+00MATCHLINE (THIS SHEET)MATCHLINE (THIS SHEET) 13 DSS JAC RTC LJD SH 114 DRAINAGE AREA MAP STA 1492+00 TO STA 1504+00 7 394 X.XX AC XX-XX (ACRES) AREA ID # 1495+00 1500+00 1495+00 1500+00 1505+00 1500+00 0+00 0+00 0+0010+000+0010+00SH 114 EBFR |EBFR |WBEXTRMPDAVIS SOLANA BLVDKIRKWOOD BLVDK IRK W O O D B LV D SH 114 WBFR SH 114 WB SH 114 EB EXIST ROW PROP ROW EXIST ROW [KIRKWOOD |EXWBFR |EBFR EXIST ROW |WBFR |WBUTRNKIRK |EBUTRNKIRK [SH114 |WBENRMPDOVE |EBEXTRMPDOVE 0.89 AC K2-09 2.19 AC K2-04 1.43 AC EX-K1-12 0.17 AC EX-K1-06 0.11 AC EX-K1-07 1.20 AC K1-16 1.60 AC EX-K6-01 2.21 AC EX-K7-01 0.96 AC K3-09 0.73 AC B1-01 0.92 AC K4-04 0.22 AC K3-16 0.19 AC K2-10 0.50 AC K4-10 0.08 AC K4-14 0.14 AC K3-13 0.11 AC K2-02 1.07 AC K2-07 11.23 AC K2-05 0.12 AC K1-09 0.27 AC EX-K3-01 0.18 AC EX-K3-02 0.25 AC EX-K5-03 0.12 AC K5-01 0.50 AC K3-03 1.30 AC EX-K3-07 0.17 AC K3-10 0.39 AC EX-K1-08 1.56 AC B10-01 0.21 AC K4-01 0.17 AC K4-07 0.16 AC B2-07 0.15 AC B2-04 0.35 AC B2-08 0.14 AC B2-01 EXIST ROW 1.36 AC K4-12 CITY OF SOUTHLAKE TOWN OF WESTLAKE WALL 5 WALL 6 WALL 7 CONSTRUCTION EASEMENT 1.56 AC EX-B12-01 1.60 AC EX-K6-01 2.21 AC EX-K7-01 SDSDSDSDF F F F F EEEEEEEWMEELPLPEWMWM1495+00 1500+00 1495+00 1500+00 1505+00 1500+00 0+00 0+00 0+0010+000+00SH 114 EBFR |EBFR 9+00|WBEXTRMPDAVIS BLVDKIRKWOODBLVDSOLANA 5+00MATCHLINE STA 1492+00MATCHLINE STA 1504+00 12 DSS JAC RTC LJD SH 114 STORM SEWER PLAN STA 1492+00 TO STA 1504+00 7 407 SH 114 WBFR SH 114 WB SH 114 EB EXIST ROW EXIST ROW PROP ROW EXIST ROW [KIRKWOOD |EXWBFR EXIST ROW |EBFR |WBFR [SH114 |WBENRMPDOVE |EBEXTRMPDOVE |WBUTRNKIRK |EBUTRNKIRK 18" RCP LINE-EX-K1-04 EXMH-K1-05 18" RCP LINE-EX-K1-05 EXBND-K1-15 EXWYE-K1-14 36" RCP LAT-EX-K1-13 EXBND-K1-13 36" RCP LAT-EX-K1-12 EX-K1-12 18" RCP LAT-EX-K1-11 18" RCP LAT-EX-K1-10 36" RCPLINE-EX-K1-17 EXMH-K0-04 EX-K6-01 78" RCP LINE-EX-K0-04 30" RCP LAT-EX-K6-01 K2-01 K2-02 JB-K2-03 K2-04 K1-09 18" RCP LAT-K1-09 18" RCPLAT-EX-K1-08EX-K1-08 K2-09 18" RCP LAT-EX-K1-07 EX-K1-07 18" RCP LAT-EX-K1-06 EX-K1-06 EXMH-K0-03 K5-01 BND-K5-02 EX-K5-03 18" RCP LAT-K1-16 36" RCP LINE-EX-K1-14 36" RCP LINE-EX-K1-15 WYE-K1-17 24" RCP LINE-K2-01 24" RCP LINE-K2-02 24" RCP LINE-K2-03 42" RCP LAT-EX-K2-05 24" RCP LAT-K2-04 42" RCP K2-07 24" RCP LINE-B2-01 BND-B2-02 24" RCP LINE-B2-02 BND-B2-03 24" RCP LINE-B2-03 WYE-B2-06 24" RCP LAT-B2-05 BND-B2-05 24" RCP LAT-B2-04 LINE-K2-06 WYE-K2-08 36" RCPLAT-K2-0736" RCP LAT-K2-10 42" RCP LINE-K2-08 K2-10 JB-K2-11 42" RCP LINE-K2-11 EXMH-K0-0136" RCPLAT-K2-09LINE-K4-14 36" RCP JB-K4-13 24" RCP LAT-K4-13 K4-14 24" RCP LINE-K4-11 K4-10 24" RCP LAT-K4-10 WYE-K4-11 24" RCP LINE-K4-09 WYE-K4-09 24" RCP LAT-K4-08 BND-K4-08 24" RCP LAT-K4-07 K4-07 24" RCP LINE-K4-06 K4-04 WYE-K4-06 24" RCP LAT-K4-05 24" RCP LAT-K4-04 BND-K4-05 24" RCP LINE-K4-03 BND-K4-03 24" RCP LINE-K4-02 BND-K4-02 K4-01 24" RCP LINE-K4-0172" RCPLINE-EX-K0-0172" RCP LINE-EX-K0-02 EX-K3-01 EX-K3-02 LINE-EX-K3-0218" RCP10" PVC LINE-EX-K3-01 SEE NOTE 4 EXMH-K1-11 K3-03 18" RCP LAT-K3-03 SEE NOTE 4 EXJB-K3-04 SEE NOTE 4 EXJB-K1-10 SEE NOTE 4 EXJB-K2-06 EXBND-K3-05 18" RCP LINE-EX-K3-05 EXBND-K3-06 18" RCP LINE-EX-K3-06 24" RCP LINE-EX-K3-07 K3-10 24" RCP LAT-K3-10 BND-K3-11 24" RCP LAT-K3-11 BND-K3-12 K3-13 24" RCP LAT-K3-13 BND-K3-14 24" RCP LAT-K3-14 BND-K3-15 24" RCP LAT-K3-15 27" RCP LINE-EX-K3-17 MH-K3-17 24" RCP LAT-K3-16 K3-16 LINE-K3-09 24" RCP K3-09 JCT-K3-08 24" RCP LINE-K3-08 PVMT (83 SY) CUT AND RESTORE 24" RCP LAT-K4-12 K4-12 24" RCP LINE-K5-02 EXWYE-K0-02 24" RCP LINE-K5-01 SEE NOTE 2 PVMT (14 SY) RESTORE CUT AND K1-16 JCT BOX & (6'8" X 4'4") B2-01 JCT BOX & (4'4" X 4'4") B2-04 24" RCP LINE-EX-K7-01 O-K1 18" RCP LINE-EX-K3-0478" RCPLINE-EX-K0-03CITY OF SOUTHLAKE TOWN OF WESTLAKE WALL 5 WALL 7 WALL 6 24" RCP LAT-K3-12 STANDARD MDD(FTW) SEE FTW DISTRICT PROP DITCH BLOCK K2-05 SEE NOTE 6 ABANDON EXIST RCP 24" RCP LINE-EX-K5-03 SEE NOTE 4 EX-K3-07 CONSTRUCTION EASEMENT INLET FOR COMPS ONLY EX-K7-01 ID REFERENCE STATION OFFSET LT/RT TYPE CHAIN (FT) B2-01 BLEBEXTRMPDOVE 3+48.00 6.00 RT INLET (COMPL)(GRATE)(TY 1-C) B2-04 BLEBEXTRMPDOVE 4+27.00 6.00 RT INLET (COMPL)(GRATE)(TY 1-C) K1-09 CLSH114 1496+07.75 80.80 LT INLET (COMPL)(GRATE)(TY 1) K1-16 BLWBFR 1495+35.00 7.50 LT INLET (COMPL)(CURB)(TY 1)(20'X3') K2-01 BLEBFR 1494+00.00 0.00 LT INLET (COMPL)(CURB)(TY 2)(15') K2-02 BLEBFR 1495+40.00 0.00 LT INLET (COMPL)(CURB)(TY 2)(10') K2-04 BLEBFR 1495+72.00 61.00 LT INLET (COMPL)(DROP)(TY 3) K2-05 BLEBFR 1495+71.00 34.00 RT INLET (COMPL)(DROP)(TY 3) K2-07 BLEBFR 1497+82.00 38.00 RT INLET (COMPL)(DROP)(TY 1)(1 GRATE) K2-09 BLEBUTRNKIRK 1+33.00 0.00 LT INLET (COMPL)(CURB)(TY 1)(20'X3') K2-10 BLEBFR 1498+40.00 41.00 LT INLET (COMPL)(CURB)(TY 1)(5'X3') K3-03 CLSH114 1498+62.00 80.80 LT INLET (COMPL)(GRATE)(TY 5) K3-09 BLWBFR 1498+80.00 12.00 LT INLET (COMPL)(CURB)(TY 2)(15') K3-10 BLWBUTRNKIRK 1+00.00 0.50 LT INLET (COMPL)(CURB)(TY 1)(10') K3-13 CLKIRKWOOD 6+56.00 38.00 RT INLET (COMPL)(CURB)(TY 1)(15'X3') K3-16 BLWBFR 1497+75.00 0.00 LT INLET (COMPL)(CURB)(TY 1)(10') ID REFERENCE STATION OFFSET LT/RT TYPE CHAIN (FT) EXBND-K1-13 CLSH114 1495+35.88 174.90 LT EXISTING BEND EXBND-K1-15 BLWBFR 1495+00.00 13.78 LT EXISTING BEND EXBND-K3-05 CLSH114 1499+80.78 66.00 LT EXISTING BEND EXBND-K3-06 CLSH114 1499+85.77 71.06 LT EXISTING BEND WYE-K4-09 BLEBFR 1500+93.50 31.00 LT ï»¿45î€€ EXJB-K1-10 CLSH114 1496+07.82 66.14 LT ADJUST INLET (CAP) EXJB-K2-06 BLEBFR 1495+71.74 27.16 LT ADJUST INLET (CAP) EXJB-K3-04 CLSH114 1498+64.85 66.00 LT ADJUST INLET (CAP) EX-K1-06 CLSH114 1494+93.24 70.00 RT EXISTING INLET EX-K1-07 CLSH114 1495+64.56 70.00 RT EXISTING INLET EX-K1-08 CLSH114 1496+00.67 1.79 RT EXISTING INLET EX-K1-12 BLEXWBFR 1494+32.00 54.00 RT EXISTING INLET EX-K3-01 CLSH114 1497+15.52 68.00 RT EXISTING INLET EX-K3-02 CLSH114 1498+51.95 69.00 RT EXISTING INLET EX-K3-07 BLWBFR 1498+83.02 58.30 RT ADJUST INLET EX-K5-03 CLKIRKWOOD 6+48.27 46.22 LT EXISTING INLET EX-K6-01 CLKIRKWOOD 8+87.17 57.00 LT EXISTING INLET EX-K7-01 CLKIRKWOOD 8+92.91 57.00 RT EXISTING INLET EXMH-K0-01 CLKIRKWOOD 3+43.50 41.13 LT EXISTING MH EXMH-K0-03 CLKIRKWOOD 7+61.52 33.89 LT EXISTING MH EXMH-K0-04 CLKIRKWOOD 8+96.43 43.14 LT EXISTING MH EXMH-K1-05 BLEXWBFR 1492+98.42 8.00 RT EXISTING MH EXMH-K1-11 CLSH114 1495+35.88 66.14 LT ADJUST MANHOLE EXWYE-K0-02 CLKIRKWOOD 6+53.62 35.82 LT EXISTING WYE EXWYE-K1-14 BLWBFR 1495+00.00 0.50 LT EXISTING WYE ID REFERENCE STATION OFFSET LT/RT TYPE CHAIN (FT) BND-B2-02 BLEBFR 1505+06.32 36.34 LT ï»¿45î€€ BND-B2-03 BLEBFR 1505+17.34 24.11 LT ï»¿45î€€ BND-B2-05 BLEBFR 1505+83.27 32.88 LT ï»¿45î€€ BND-K3-11 BLWBUTRNKIRK 1+02.23 11.03 RT ï»¿45î€€ BND-K3-12 CLKIRKWOOD 6+24.31 40.00 RT ï»¿45î€€ BND-K3-14 CLKIRKWOOD 7+13.75 40.00 RT ï»¿45î€€ BND-K3-15 BLWBFR 1497+37.62 2.00 LT ï»¿45î€€ BND-K4-02 BLEBFR 1502+48.49 11.46 LT ï»¿45î€€ BND-K4-03 BLEBFR 1502+34.28 27.70 LT ï»¿45î€€ BND-K4-05 BLEBFR 1501+65.87 38.50 LT ï»¿45î€€ BND-K4-08 BLEBFR 1501+05.50 43.00 LT ï»¿45î€€ BND-K5-02 CLKIRKWOOD 6+48.89 74.37 LT ï»¿45î€€ JB-K2-03 BLEBFR 1495+40.00 27.00 LT FW JB TY 1 42 IN JB-K2-11 BLEBFR 1498+40.00 26.00 LT FW JB TY 1 42 IN JB-K4-13 BLEBFR 1499+77.62 0.67 RT FW JB TY 2 36 IN JCT-K3-08 BLWBFR 1498+82.72 4.50 LT PIPE JUNCTION MH-K3-17 BLWBFR 1497+75.00 12.00 LT MANH (COMPL)(TY 1) WYE-K1-17 BLWBFR 1495+43.93 15.45 LT EXISTING WYE WYE-K2-08 BLEBFR 1498+19.13 26.00 LT ï»¿45î€ WYE-K4-06 BLEBFR 1501+57.73 30.84 LT ï»¿45î€ WYE-K4-11 BLWBUTRNKIRK 3+41.80 28.37 RT ï»¿60î€ WYE-B2-06 BLEBFR 1505+92.61 23.06 LT ï»¿45î€ ID REFERENCE STATION OFFSET LT/RT TYPE CHAIN (FT) K4-01 BLEBFR 1502+50.00 0.00 LT INLET (COMPL)(CURB)(TY 1)(10') K4-04 BLEBFR 1501+66.00 45.00 LT INLET (COMPL)(DROP)(TY 1)(1 GRATE) K4-07 BLEBFR 1501+20.00 41.00 LT INLET (COMPL)(CURB)(TY 1)(5'X3') K4-10 BLWBUTRNKIRK 3+42.82 0.33 LT INLET (COMPL)(CURB)(TY 1)(10') K4-12 BLEBFR 1499+99.47 56.50 RT INLET (COMPL)(DROP)(TY 1)(1 GRATE) K4-14 BLEBFR 1499+78.00 29.00 LT INLET (COMPL)(CURB)(TY 1)(5'X5') K5-01 BLEBUTRNKIRK 3+14.00 40.50 RT INLET (COMPL)(GRATE)(TY 1) O-K1 CLKIRKWOOD 9+66.46 43.21 LT OUTFALL FILE:DATE:4/16/20204:23:50 PMHIGHWAY NO. STATE COUNTY TEXAS JOBCONTROLSECTION DISTRICT NO. SHEET DIV.NO. FED.RD. CHECK CHECK DESIGN DRAWN NO.DATE REVISION APPROVED FEDERAL AID PROJECT NO. FTW 030353 6 SH 114 2020 Texas Department of Transportation R C TARRANT SHEET OF SH0114_DRN_SS_PLAN_07.dgnF-928 NH 2B20(006) 117000LI CENSEDPROFES SI ONAL ENGINEERSTATEOFTEXAS D. SHAWN SINGH 4/17/2020 100, ETC. 500 SCALE: 1"=100' HORIZONTAL 100 LEGEND 449 RIPRAP (CONCRETE) RIPRAP (STONE) JUNCTION BOX MANHOLE GRATE INLET DROP INLET CURB INLET PROP DRAINAGE FEATURE EXIST DRAINAGE FEATURE PROP PAVEMENT CONSTRUCTION SUBSIDIARY TO ITEMS 465 OR 479. SHOWN IN THE PLANS. DITCH BLOCK WILL BE 8. DITCH INLET SHALL USE STANDARD DI-1-02 AS DETAILS SHALL BE CLASS "C" CONCRETE 7. ALL CONCRETE FOR INLETS, MANHOLES, AND RELATED 6. SEE REMOVAL PLANS FOR ADDITIONAL INFORMATION. 3' UNLESS OTHERWISE NOTED. 5. ALL CURB INLETS HAVE A LID WIDTH OF ALL CAP/ADJUST INLETS OR MANHOLES. 4. SEE TXDOT FW STANDARD (MIAC-08-FW) FOR DRAINAGE INFORMATION. 3. SEE CULVERT LAYOUT SHEETS FOR CROSS 2. SEE MISC DRAINAGE DETAILS SHEET . FLOWLINES PRIOR TO CONSTRUCTION. EXISTING DRAINAGE STRUCTURES, PIPES AND CSJ-0353-03-052. CONTRACTOR TO VERIFY ALL CSJ-0353-03-024, CSJ-0353-03-051 AND AS-BUILT PLANS CSJ-0353-02-039,CSJ-0353-02-058 1. STORM SEWER DESIGN BASED ON SURVEY AND NOTES: SOUTHLAKE - PHASE 1A OWNER MAGUIRE / THOMAS PARTNERS - I B M JOINT VENTURE CONSTRUCTION PLANS FOR FINAL GRADING , PAVING, STREETS AND UTILITIES CARTER AND BURGESS INC. ENGINEERS - PLANNERS VIILO8199] SHEET INDEX a.a `' uisai o.os°o.00 w °si:c+o.`ii:ml i{:`- v 3•I Ll- a., ...a x ... c2To A, AVAvVvvVA 2 A/Av\v ppv\vvvv' Y ;wAv v T\\ F AAVAA1AVAAAVAA\ i NOTESSEE S.EET NO SSEN0. -i.z Poa aNNMgR p vA\VvVA 1jlij 111\` °ENSEr/e i i' I 8 so v A IIIIII IIIII Q\\\ sys 0 a v vAvvvv vA yvvvvvv\ - 4 a I 11A io00 _ h \\\ V V1\\\ -A= a - __ ie• ° Ts.Go sD, Do ar ,_ — 1111 i i/ li I I I fj a 80 120 160 IS-- SCAL IN FEET Bel III W I11i/liillli '/i3A\ I v FIN S` SPADING PAV1/ ,,, a NG PLAN 3. iN OWN SWIM bm 'gw HYDRAULIC COMPUTATION FOR STORM DRAIN MAII INIAl IAF T1.1 IF MI- 1- 1-11 IIII-TI 1 1 LI I I, 1 1. 1. 1. 1 III. " I 1 I1111T.IAL I FT. I IT. I IIIIA-1 I'LZl`ATl"NI LIII .l -111 11 sEc.rox A-I10- I I`- I E=ONT I E- I- S711 0. ITITIll W, 11 AR T,%,AAL RIII I I F,L L I 'III.T. 111.17111 ITIIAL LII-A. ll 1,ITZI. II-LI IFl"I" I 11, M FEETI IIITI IS1 A.Tl h IFII'71 F-11 I LIl- 1 171. 13 15 1 1. 1, 1`0I. DI 1 11 I.AlIE yoI.11 1 .0 D. 11 11 l -D I'. I IN IE.I IIIDI 111, 11 111, 11 1, 11 1, 11 1,11 1 -D TRI-01 11 rx II-L FIN LU Fl 112.11 11 -El$. 1-1- 111 55 10.90 0.23 11. 14 1 1 I.Io$7 11 ITIIII 11.17 I o 1.11 1-1 51 21- I4 11- Ift 71 II - I ITAII. I - I. 'I 1. 111. 17 1. 111. I 2111 11 1, 1-1 11 1 71 1 D" IL 1.21 1. 1' 111 1.r l. IIII - I -I. 111 1-- 7. 21 1, 11 I, 1I. I Il I 1 1. 1. 4 1 1 1 111, 11 11-1 7- 7.17 1 1.11 111 1 ITI - 11 21.1 111. 1111 111 1111 1.14 1. 71 1,11 7, 11 IlID 2,12, 111 I'll ' 1, 11, 11 1, 11 1 ID 11 11 11, 11 uj ra. r r. 17- 11 11*41 r. I I 1.-, 111. r r. rDI-I 11 111. -1 r o. as raa r zs.3D 21 a.oi 111. 179. 11 a. r.11 co D. 11 1-1 1 171.11 111. 11 ly ' I'LL I comR LINE C- 6.12 CIVIL CONSTRUCTION PLANS FOR TD AMERITRADE DFW CAMPUS PILANS 7UEIV11`ll 'IL ! REV! EVVF LOG 1 ST CITY SUBMITTAL - FOR REVIEW ONLY 2ND CITY SUBMITTAL - FOR REVIEW ONLY BUILDING PERMIT RESUBMITTAL IFC SET RECORD DRAWING" THIS DRAWING HAS BEEN REVISED TO SHOW THOSE CHANGES DURING THE CONSTRUCTION PROCESS REPORTED BY THE CONTRACTOR TO KIMLEY-HORN AND ASSOCIATES, INC. AND CONSIDERED TO BE SIGNIFICANT- THIS DRAWING IS NOT GUARANTEED TO BE "AS BUILT" BUT IS BASED ON THE INFORMATION MADE AVAILABLE. DATE: 5/31/2018 BY: NICHOLAS E SULKOWSKI, PE n\A/KIFPR / nF\/F1 nPFR imAmentrade TD AMERITRADE CONTACT; RUDY FLORES 4600 ALLIANCE GATEWAY, FORT WORTH„ TEXAS 76177 PH 817.490.2940 FAX 817.490.9369 Rudy.flores@tdameritrade.com Main Contact for Project: MILLY BUTLER PH 817.490.2906 FAX 817.490.9369 Milly.butler@tdameritrade.com ENGINEER Kimley))>Horn KIMLEY-HORN AND ASSOCIATES, INC. TEXAS REGISTERED ENGINEERING FIRM F-928 12750 MERIT DRIVE, SUITE 1000 DALLAS, TEXAS 75251 PH. (972) 770-1300 FAX (972) 239-3820 CONTACT- NICHOLAS E. SULKOWSKI, P.E. WEST KIRKWOOD BOULEVARD, LOT 1 R1 R1, LOCK1 OF SABRE GROUP 06/10/2016 07/2212016 08/15/2016 08/26/2016 CAMPUS ADDITION COUNTY OF TARRANT, CITY OF SOUTHLAKE, TEXAS VICINITY MAP I t~ Grapevine Lake Trophy Clubnrc.aocwrrMrouk Tphlub Z NCTH V v& 1. C'.. Or P P CkS 7 X11(=S R{7 1jr onKs c Teaphy CW Sr Waaska-.-. I`trsrl wo** Rd Westlake a TI p z- DOVE V ROAD Mw.17A HOA JONES RD R Eeuvtw kSfiF'0,7A f, uFt ST TRUKI LAR. aetl ]unF Na4ue Cpgtr KINr.RANCHRD aah lonw Park W aseM. uwarPP+r 5 kitm) DF C-02 yx':, r* C VDIE Rn City of Q PLAT Th-90I.Ptk C-04 f`crx„ a 5outhlake W16a PON NrU s cfttnutr f C-06 DIMENSION CONTROL & PAVING PLAN ff5 Carpxar•P.x F;c,,,sr rch.aj.., r AxrrYPy Sean Linrtr Park U'f R C-08 DIMENSION CONTROL & PAVING PLAN Q LL 4t 0. wRKWILA DST Rake txPA p1l EWRNET LN rrojeet EHiStu C-11 Site kYEF1 3 k nex Panur.nc t31AK11 RilF1 RI) {1h55L DIMENSION CONTROL & PAVING PLAN N a,* ParrLjb" LPnarninr tiWel Park atMAft wrPd p z- DOVE V ROAD Mw.17A i0OULUER Li R Eeuvtw kSfiF'0,7A f, uFt ST TRUKI LAR. Revisions Ea+EwA a f n 4 LWRK"N C-02 orY W Q PLAT J C-04 f`crx„ W16a PON NrU s cfttnutr f C-06 DIMENSION CONTROL & PAVING PLAN C-07 Carpxar•P.x F;c,,,sr i C-08 DIMENSION CONTROL & PAVING PLAN Q LL g wRKWILA DST C-10 EHiStu 08/26/2016 Know what's below. Call before you dig. CIVIL CONSTRUCTION PLANS INDEX OF SHEETS Sheet No. Sheet Title Revisions C-01 COVER SHEET C-02 PLAT co 00 cQ [11 C-03 PLAT C-04 SITE PLAN t+7 XLL J C-05 GENERAL NOTES C-06 DIMENSION CONTROL & PAVING PLAN C-07 DIMENSION CONTROL & PAVING PLAN C-08 DIMENSION CONTROL & PAVING PLAN Q LLC109DIMENSIONCONTROL & PAVING PLAN C-10 DIMENSION CONTROL & PAVING PLAN W o W C-11 DIMENSION CONTROL & PAVING PLAN o = C-12 DIMENSION CONTROL & PAVING PLAN C-13 DIMENSION CONTROL & PAVING PLAN LlJ W r5 J C-14 GRADING PLAN Q C-15 GRADING PLAN r- C-15 GRADING PLAN rl m C-17 GRADING PLAN i` Ill C-18 GRADING PLAN Z C-19 GRADING PLAN u O C-20 GRADING PLAN o C-21 GRADING PLAN C-22 EXISTING CONDITION HYDRAULIC WORKMAP C-23 PROPOSED CONDITION HYDRAULIC WORKMAP C-24 DRAINAGE AREA MAP - EXISTING LTJ C-25 DRAINAGE AREA MAP - PROPOSED C-26 STORM SEWER CALCULATIONS G27 STORM SEWER CALCULATIONS C•28 STORM SEWER CALCULATION'S 29 STORM SEWER PLAN C-30 STORM SEWER PLAN C-31 STORM SEWER PLAN C-32 STORM SEWER PLAN C-33 STORM SEWER PLAN C-34 STORM SEWER PLAN C-35 STORM SEWER PLAN C-35 STORM SEWER PLAN C-37 DETENTION POND PLAN C-38 STORM SEWER PROFILES C-39 STORM SEWER PROFILES C-40 STORM SEWER PROFILES C-41 STORM SEWER PROFILES C-42 STORM SEWER PROFILES C-43 STORM SEWER PROFILES C-44 STORM SEWER PROFILES C-45 STORM SEWER LATERAL PROFILES C-46 STORM SEWER LATERAL PROFILES C-47 WATER. PLAN C-48 WATER PLAN C-49 WATER PLAN C-50 WATER PLAN C-51 WATER PLAN C-52 WATER PLAN C-53 WATER PLAN. C-54 WATER PLAN C-55 WASTEWATER PLAN C -bb V'VA-51 EVVAI ER PROFILE C-57 MISC. UTILITY DETAILS C-58 STANDARD CITY DETAILS C-59 STANDARD CITY DETAILS C-60 STANDARD CITY DETAILS C-61 STANDARD CITY DETAILS C -lag STANDARD CITY DETAILS I,_rll fZTBAII-5APn f'ITV nr-T&II C C-64 STANDARD CITY DETAILS C-65 STANDARD CITY DETAILS C -GG STANDARD CITY DETAILS C•67 STANDARD CITY DETAILS C-68 STANDARD CITY DETAILS C-59 DETAILS - TxOOT - CURB RAMPS C-70 DETAILS - TxDOT - CURB RAMPS L1.01 TREE PRESERVATION PLAN L1.02 TREE PRESERVATION PLAN L1.03 TREE PRESERVATION PLAN L1,04 TREE PRESERVATION PLAN L1.05 TREE PRESERVATION PLAN LD U) z 0 L W ry 0 L r W U ILO C/) rU 0 Z L co 00 cQ [11 6 J t+7 XLL J C U Z V J Q LL Lr.!,, LU t W o W Q t o = Z z LlJ Wr5J TICU(r Q LU r- W n rl m J F— i` Ill Y rr_ Z u O o o CNI W ILO C/) CO Z L Y J Z V J Lr.!,, LU w m a t o 0 z Q U) Q LU n M L) F— Uj U) rr_ w W U ILO C/) CO Z L J Z V J Lr.!,, LU LL 0 0 W W J W J F— F— Uj O rr_ w W J LTJ L'LJr LU T U) id O C) SHEET NUMBER C-01 i. ,\mss s - V • I \ I ------- ---`-- - --- --//- \v/` \\\ l.)/ire \ // ` \ 1 rill / ti /,f -• \` NOTES 1. THE INFORMATION ON TI IIS SI IEET IG FROM TI IE FLOOD STUDY BY KIMLEY-HORN DATED 4/22/2016 BY BRAD W PICKERING. P . ITIS SHOWN HERE FOR REFERENCE ONLY. 2. TOPOGRAPHIC INFORMATION SHOWN ON NAVD88 VERTICAL DATUM, 3, FEMA EFFECTIVE FLOODPLAIN OBTAINED FROM EFFECTIVE FIRM PANEL 48439C0085K, DATED SEPTEMBER 25, 2009. GRAPHIC SCALE IN FEET 0 50 100 200 Table 3: Existing Condition 100 -Year Water Surface Elevations Study for Tarrant County, Kirkwood Branch (2009) Cross Section 100 -Year WSEL(ft) FIS' FEMA 1 FD 16246 574.3 574.3 1 573.68 16446 574.9 574.87 574.61 16646 575.5 575.02 574.83 16846 576.5 575.17 575.13 16908 16970 576.8 576.75 576.52 17131 577.2 578.05 577.82 17205 577.4 578.11 577.88 17306 577.6 578,23 578 17332 17358 577.7 578.31 578.08 1/458 578 5/8.55 5/8.32 17558 578.3 578.77 578.56 17758 578.8 579.17 578.96 17858 579.1 579.45 579.26 17958 579.4 797 579.52 18058 579 579.6 579.85 579.67 FIS elevations measured from Flood Insurance RECORD DRAWING" THIS DRAWING HAS BEEN REVISED TO SHOW THOSE CHANGES DURING THE CONSTRUCTION PROCESS REPORTED BY THE CONTRACTOR TO KIMLEY-HORN AND ASSOCIATES, INC. AND CONSIDERED TO BE SIGNIFICANT, THIS DRAWING IS NOT GUARANTEED TO BE 'AS BUILT" BUT IS BASED ON THE INFORMATION MADE AVAILABLE. DATE: 5/31/2018 BY: NICHOLAS ESULKOWSKI, PE LEGEND 100 -YEAR FEMA EFFECTIVE FLOODPLAIN 500 -YEAR FEMA EFFECTIVE FLOODPLAIN 100 -YEAR REGULATORY FLOODPLAIN 500 -YEAR REGULATORY FLOODPLAIN 1D0 -YEAR FULLY -DEVELOPED FLOODPLAIN 17131 CROSS SECTION LOCATION CHANNEL CENTERLINE PROPERTY BOUNDARY 600 - - 1 -FOOT ON GROUND TOPOGRAPHY KIMLEY-HORN AND ASSOCIATES, INC., 2015) 006 - 1 -FOOT AERIAL TOPOGRAPHY(TNRIS,2009) 4ZO w R NICHOLAS E. m (L F- 00 m LU m n O LU a00ON Z Z Omr L 1 w w O N O O U N a o Z J O M N towm z v> Q LL A O J X U o O 0 U po m nQoXOU W o u_ Foo IY Z Q 5 O 2w dW O y z F_ maim 0 rn Y W K n Y5 J_ a m N U NICHOLAS E. m (L F- 00 m LU m n O LU a00ON Z Z Omr L 1 w w O N O O U za_ O< H Y O U U C J z W = SHEET NUMBER C-22 Q a J z v> O mN ILL 0Upo LUo W Y y z F_ OW J_ a U za_ O< H Y O U U C J z W = SHEET NUMBER C-22 l i= \\\\\\ )/\ ... \ \ / ,_\_ \ \ \ 1111 ` - ti if\_ +•\. ill /li 1\)r j/( i\ I \1 , lll• / f',, __ 'f'7i, .1 NOTES THE INFORMATION ON TI IIS SI IEET IS FROM THE FLOOD STUDY BY KIMLEY-HORN DATED 4=016 BY BRAD W PICKERING. P E. IT IS SHOWN HERE FOR REFERENCE ONLY. 2. TOPOGRAPHIC INFORMATION SHOWN ON NAVD83 VERTICAL DATUM, 3. FEMA EFFECTIVE FLOODPLAIN OBTAINED FROM EFFECTIVE FIRM PANEL 48439CW85K, DATED SEPTEMBER 25, 2009. GRAPHIC SCALE IN FEET 0 50 00 200 Table 4: 100 -Year Water Surface Elevation Comparison XS FEMA FD a Ex (ft) I Prop (ft) I Diff (ft) jEx (ft) Prop (ft) Diff (ft) 1Ata 574 3 57A 3 O 11571 AR 573 68 TI 16446 574.87 U 574-87 o" 0 574.61 N 574.61 A 0 16646 575.02 oLLU 575.02 W 0 574.83 574.83 Q 0 16846 575.17 C/)V Z 575.17 0 0 575.13 O 575.13 0 169W maim O a } zY} W 2 W n 16970 576.75 5 576.75 U 0 576.52 576.52 0 17131 578.05 577.85 0.2 577.82 577.62 0.2 17205 578.11 577.86 0.25 577.88 577.64 0.24 17306 578.23 578.06 0.17 1578 157TS3 0.17 17332 1735B 578.31 578.31 0 578.08 578.08 17458 578.55 578.5 0.05 578.32 578.25 0.07 17556 57877 578.73 004 578.56 57849 17758 579.17 579.13 0.04 578.96 578.91 J17858579.45 579.42 0.03 579.26 579.22 17958 579.7 579.68 0.02 579.52 579.48 18058 579.85 579.83 0.02 579.67 579.64 RECORD DRAWING" THIS DRAWING HAS BEEN REVISED TO SHOW THOSE CHANGES DURING THE CONSTRUCTION PROCESS REPORTED BY THE CONTRACTOR TO KIMLEY-HORN AND ASSOCIATES, INC. AND CONSIDERED TO BE SIGNIFICANT. THIS DRAWING IS NOT GUARANTEED TO BE'AS BUILT' BUT IS BASED ON THE INFORMATION MADE AVAILABLE. DATE: 5/31/2018 By. NICHOLAS ESULKOWSKI, PE LEGEND 100 -YEAR FEMA EFFECTIVE FLOODPLAIN 50134EAR FEMA EFFECTIVE FLOODPLAIN 100 -YEAR REGULATORY FLOODPLAIN 500 -YEAR REGULATORY FLOODPLAIN 100 -YEAR FULLY -DEVELOPED FLOODPLAIN 17131 CROSS SECTION LOCATION CHANNEL CENTERLINE PROPERTY BOUNDARY 6130. - - 1 -FOOT ON GROUND TOPOGRAPHY KIMLEY-HORN AND ASSOCIATES, INC., 2015) 6DD- 1 -FOOT AERIAL TOPOGRAPHY(TNRIS, 2009) PROPOSED CONTOURS SHEET NUMBER C-23 N a J m mnW Z V Q M IL A O J u X U o" o 0 NU A X 0 oLLU 0 W D WZ Q LL 2 C/)V Z 0TO OW maim O a } zY} W 2 W n Y5 U O N SHEET NUMBER C-23 Q a J Z V O c 0 NUpo YY W D g LL C/)V Z F- 0N OW J_ U SHEET NUMBER C-23 CAB A. PG. 12218 ` - \ % - CAB A. PG 7212 i WILKS SOUTH LAKE 16 z I 1 DEVELOPMENT LLC \ \\ y\ CITY OF SOUTHLAKE kIINST. NO. D213168121 _ \ CAB. A, PG. 7212 / tel T s , LOT 1R2. BLOCK 1 a - _ SABRE GROUP CAMPUS !O ` CAB A. PG 12216 \A \ I GRAPHIC SCALE IN FEET too 50 0 100 WILKS SOUTH LAKE DEVELOPMENT LLC`% INST. NO. D213168121SOUTH ` ^ TOAD LIST OWNER AS - \ i GUCKENHEIMER ENTERPRISES INC) S\ KIRKWCOD FORK 11'' I III x \-# r Yr?:; \ BRANCH h p® Ar .i T1s `' WATERLINE ESMT : Vva _ a 9 'i . •' 1, \ I I' p LAB. P. Pv. /YIL 9 _ '`• \ R w \ Il MF I / I r \ \ I _ l lasz EXISTING OUTLET A EX. 14' CURB INLET dp „ • 11 Irl/9 1..2`i 1 I ai/ ` sa_ r y__ . 7` v 1 )1> ,y g ti.../ t/ • 7 // \\ \ % ' r .... \\\ ` . \ ,.. 1, ') I I L y I `` V/ / 6 0 >\\ 4'3i\ `& 1 0 8 O 9AC ti EXISTING CONDITIONS SUMMARY 1. OUTLET A (A-1, A) DA = 11.00 ACRES Q=38.12 CFS EX. 14' CURB INLET Tc = 10 MIN., I,, = 9.24 IN/HR. 2. OUTLET B DA = 6-58 ACRES O = 23.59 CFS EX 4'Y -INLET Tr; = 9MIN., It,=9.56 INIHR. 3. OUTLET C DA =10.59 ACRES Qtoo=33.48 CFS EX. 10CURH INLEI T, =13 MIN., II, = 8.43 INIHR. 4, OUTLET D DA=14.09 ACRES C1oo=42.16 GFS EX. SOUTH FORK KIRKWOOD BRANCH T, =15 MIN., II. = 7.98 INIHR. 5- OUTLET E DA=3638 ACRES Qloo = 122 1 D CFS EX. KIRKWOOD BRANCH Tp = 11 MIN., 11, = 8.95 INMR. TOTAL SITE AREA = 78.64 ACRES TOTAL TOSOUTH FORKKIRKWOOD AC., (1 35 CFS TOTAL TOKIRKWOOAC.0V3538 Q1m = 122.10 CFS NOTES: \ J 1.C,,=0.30, CI=1.25 2. DRAINAGE FACTORS FROM ISWM MANUAL, FOR TARRANTDRAINAGEFACTORSFROMISWMMANUAL, FOR TARRANTT COUNTY s 3-Twl 3.40 t \ \,.- \ \ a WATERLINE ESMT \ _ \ \ Be ' r 5en.. ` OL 12954. PG. 233 / \ ` o - \ \ h, 4\ \ /[ y m EXISTING OUTLET G ' -Q 1_ \ _' \ ! 1 fl I _ • ..I \ S y EX. CURB INLET m \ / 34.72 _ - I / \ , EXI TING OUTLET B ' ` + ' ° k8 ® . ; - v / \ \\ \ \ \ eae b \ \ / / I EX. Y -INLET 1 \y \'9 _ N \ 631 F \ i . - ... 636 w \ \ _ \ ` I 1 SyS . '' _ - _ - ' \ • - Y,// \\.,,,F \ \ \ \ ` \ \ \' \ 1 \ \ _ / .+ : ` a" 1 \ \ .\ \ \ e15 \ \ r J \ h' '" \ ' ssz' OUT D \ 1) , m, WATERLINE ESMT i 5v3 SOUTH FORK Shp VOL. 12954, PG. 233 ' I ( , ,. . "\ , w KIRKWOOD BRANC I\ I 2 KIRKWOOD BRANCH `, \ \ \ \ \ I I 1 6.58 AC -\- r ; sL0TROBL7 I - sS SABRE ROUP C PUS . \ - L - - - - - - - - - 22.80 s N\ST NO D21522 'G2 . TD ATMI ESERVICE\ :\ \ \ ---- \ \ • / / ' I l l ' 11kkkLOOJJNO. D LNG \ \ \ \ \ y \ \ I \ NST. NO. C21 235001 s I -- g s s;z s V \ i ' / 1 mss. s v w A V A V v'• ,: \ • / : _ .- - 1 10.59 AC 77- E \ - 33.48 r-Ao o \ 416 36.38 AC \ \ \ \ \ \ \ , j ` \ / / 122.10 - \ \ \ • . DALLAS MTA LP. 4*' ' ( ` I v IN3T NO 021303s552 10, AY L L I0a YEAR n I uaiT orzc1111 e V \ \ \ v ION ` & sa rs, rRFF Es nl V \ , ` y 6 1 A. NV 1 1 y s 1 P CAM US'" 152215, \ I I ` \ n y h " I fi' JTLAKE / \. A \, I EN LCL 21316 121 IV -. + 44 ## D I \ \ ,% 41F 14.0. AC w \ 12.16 ono Nay-x-x-X xift m O \_ / - 8-- - --- -- - - --- W © "RECORD DRAWING" _ 1 Ell I 61 THIS DRAWING HAS BEEN REVISED TO SHOW THOSE CHANGES DURING z a l / - 6 66i a THE CONSTRUCTION PROCESS REPORTED BY THE CONTRACTOR TO IG LLT KIMLEV HORN AND ASSOCIATES, INC. AND CONSIDERED TO BE SIGNIFICANT. THIS DRAWING IS NOT GUARANTEED TO BE "AS BUILT" BUT IS BASED ON THE INFORMATION MADE AVAILABLE. A VARIABLE WIDTH RIGHT-OF-WAY) VV a 'c % s"' _ DATE5/31/2018 BY NICHOLAS E SULKOWSKI, PE w 0 w O m w K Z NICHOLAS E. W- g O W w a coNco m 4 z oY Q Z U > LD m LL 0 U C3F Z) W z r I- y 0Yo ZF- y o Lu J a U I N L... CD z r o wX O Cml N N Z Q M L A oLLo c 0 W o Q 6 O ui lbw 2 W T wZ 55 Y o a N N NICHOLAS E. W- g O W w a coNco m 4 z oY Q Z U > LD m LL 0 U C3F Z) W z r I- y 0Yo ZF- y o Lu J a U I G Q CDwZ a wX Qw Z J SHEET NUMBER C-24 111 ED'C" FACTOR CALCUATON WILKS SOUTH LAKE e RUNOFF EAI" COEF.E`R? WEIGHTED 10.12 0.53 066 PAVED 222 1DO t.m vxosc 7. OAC 0. OPEN SPACE N..44 0.30 0.38 R' 631 100 1.00 aa DEVELOPMENT 12111,\( ll\ INST. NO. D213168121IIII\\-- illlf" s \ CITY O=SOU HLAKET' CAB. A, PG. 7212 DETENTION SUMMARY PROPOSED CONDITIONS SUMMARY T m 1. DETENTION POND DETAINS STORM 1.OUTLETAB assI--' O c -till 9` • \ \ RELWATERSES AT EXISTINGAaq TE AND DA = 8.99 ACRES ta'acP I _ _ _ _ - G g \ 9p, - \ •• \ RELEASES AT EXISTING RATES FOR 1. 10. C. 37.60 CFS C-__ _T O / LCTIR2. BL.CCK9 \ \ \ \ \ \ 1000YEAREENTS.F5 EK27"RCP SABRE GROUP CAMPUS '\ V / O \ 1 CAB. A, PG. 12218 \ \ \ \ \ \ I pap =137.24 CFS z. ouTLEr S( y_ _T \ \ •` VOL. RED. =148,285 FN DA=4.24 ACRES WILKS SOUTH LAKE DEVELOPMENT LLC \ \ .(1 \ \ I 4N=33.59 CFS INST. NO. D213168121 \ \ :y \ \ 2. DETENTION Q DETAINS STORM WATER WEIGHT ED'C" FACTOR CALCUATON ORANP.C£ PREATYPE e RUNOFF EAI" COEF.E`R? CP' 1.25 WEIGHTED 10.12 0.53 066 PAVED 222 1DO t.m vxosc 7. OAC 0. OPEN SPACE N..44 0.30 0.38 R' 631 100 1.00 FOR AREA F, AND RELEASES AT 3. OUTLET C B asa z EXISTING RATES FOR 1, 10, 100 YEAR DA = 3.49 ACRES ) NOTE: I I I I I I 0TCA- --- - OWNER- t, \ \ _ c0 e \ 1 t // ` even la. -t4.33 CFS I wl I V I Ip .0 rc to a . " \ GUCKENHEIMER ENTERPRISES INC) / \ \. \ \\ =122.10 CPS U. THIS TABLE IS TO SHOW HOW THE w2IIIitOL1304r.,"46 n r iJ)BUILDING LINE J' 4a \\ \ °` SOUTH FORK alwp =122.77 CFS 4. OUTLET D/E DIFFERENT OPTIONS WERE 0: I I x \ CAB. F, FG. 721^_ \ 1 \( \ KIRKWOOD VOL. RED. 32,944 FT3 DIE(Bypass) OBTAINED. FOR INDIVIDUAL AREA RUN OFF $ DA =10.65 ACRES CALCULATIONS AND THE TYPE OF C FACTOR g BRANCH Q,m=36.92 CFS APPLIED TO EACH AREA REFERENCE THE d' DRAINAGE AREA TABLE ON SHEET G26. POND 1WuE-7 (D1 thru 626 8 E-1 0 c 3ABI E ORI\F DA=15A5 ACRES Z t A1B-c PIC -1 rZiVATE E+IE ` \ A`6 S.\ \\\_ ¢ CAB P6. \ >/\y.. p \\ \ / Qim=9789 Cas It I 11 a X \ / OwElrwee 11 11 I 11 11 \`\ U'l dl 1 a n \ \\\p c P4 21 \ \\ \ \. \ \ C. \.. - aas',/Qv' \! 570\a\ OUTLET A \ 15. OUTLET F-,. ^ o z 11, 11A t 1 \ ' \ 'S - `gri $ ` v \ \ r -y r-ry a r -u ('oYPASS} N o II a \ \ AB FC, 7212 \ - - \ C\x\ 1 DA 22.89 ACRES 4 m w coN LOCKo ^ \ `.., II 1 111' I tt \ / 4 p \ \ \\y VOL,L. U47. Po rr\6 \ ' \'-`. -`\\\ \\_\\ .` \ l / II 81.72 CFS II I o N W t w i \ d x ., \ \\ s \. Q+m = unTEc m I- 5 122t6, r._ I tl b I 0 /\ 11 \ '\ \'Rp \\\ \ \ _ h, - ' 1. =9.241Nhr, C=Vanes C,=1.25 N aL Q t I C.n- \ \, t \ \ - \ ek3e h .38\ \ \ I POND 2(F-2 Nw F-9) 400-J N X VRTERS. LLC 1\ I Q {\ \ y \ M Q h 0-rt083zo \ o I I ' rp \ \ \ 7'` \ , saz_ DA =13.20 ACRES n O OUTLET \ p \ ',\ I (,1,m=54.75 CFS 2. DRAINAGE FACTORS FROM iSWM MANUAL, Orn100 6 ` N ' I a<_ •, a 10 Tt 1 MI \ p\ \\ ah __ \ \l I , _ FOR 7ARRANT COUNTY. 08 O1Zrz \ EX. 14' CURB INLET `. \`.. ? _ A 1 \ _ PRELMEss-ao 0o Q Q 3n ¢ -INT LINE— acv a / ! rl t 1 VOL 1,u4; EF,: [1ti \ \ \,• \ -- - \ a it O c.7212 ` v ape / vv \\ - v 0.30 vv v ti v - mO zd a OUTLET PROP. \ \ \ x 0Ify • 27" RCP \ \ sec \ \ o > h sT . ,-\ p 3 •, \ \ 6e> \\ / LPAINA ESMT ung = 38.9 CFS GsE A. F..:zl, P - \ i \ OUTLET B \ O W o Y w 610 AA ` ' % l i. i r ) i / • i V sols \ / -^- v `"Ps ` Fx z Y 1 a '' / •- \ \ \, +.,\\ \ s o •• GRAPHIC SCALE IN FEET nsw =_.• . °ls\,\:, \\ Rr /r _ 1 ioo so D 100 0 oI ice _ : \ \\ .\\ ai••e, ` \ \ , a \ ' '/'' I l 3.40 W.c s+ 5; off .,.. a \, si M y1y1 1 ' Y • J -,,, m c I 7 1.16 ac V v V v vA \ A \sem v . .V i t 3.18 _ s ''+' :_ i I A\\ V v 1 ° '' A v . v 7.14 ., v .. G1 -- _ -I I ! OF \ Sgs • AV A ',s . A A : :AVv', •{M, \, A -. ___ 3 S. &5 I i r'.;`.a.. - 568 _ ro^- a_ ' N 1 g 1 ixU'•€5T v A. A `, y -'`: V i .,A, v '" +" __ 9 0.02 ac B-4 t, i •- / 00.31 v c --. • 9.., o _ \ - \\ `. \ ,.Y3+ \\ 1 1 _ _ :`a ,\ - '4 f 0.62 ae 1kY Ji LIA Y'i Ilq 3.81 85 0.12 0.02 ac F . .4r \ \ \ \ \ ` . ro; V' S 8-3 \ \ is . %'• / N - _ \` \\\\'. <. •1•\s ,_ / r 1 / r.. . K. EX1cPr1-::: '`to, / NI(7NOIA3 E SUCI(OWSK. / f/•..\ ( \ \ \ \ L :. \ \ C. +. •* ssmMO' 0.03 ac 0.12 0.01 ac '\ `. \/.................................../ 0.06 ;+Q Q' \ '-/ \. \ \ \'... \ \"\ ` \'` \\ ysy`,'s36 . <\..r \` ._ r .. 8865.1 F-71 \ s_,. :. 831 - • + 6 .. \\ `. ,. .,., ,`.` `- :., `,\ \v„ t ._.'. s\\ \. A-0 - - -_ - '•- 1 ,rL../GENS •7 p. \ , \ , \ 7.73 ac \ , \ , '. \ :., , , \, _ m\ til\\ .. 696 \ \ ' :-- \-- . r ! 4 \ Sss TLET ` _ a Y , SSS •• "tJGr' 0.58 ae 26.80 J`\', `y ` ' : :.si t` .\: \ • t'. _-1 , / Ops.. \... Y- . `, ! \ \\ ,. •\•`,\ `\, • : : h .- ! ass ,re r- -r1= rtS ' I % B -z h t \\ ., s, .. .. •.\`\\. .. .:,\; \..`Q;,. .. .. m; _-.<;._. : F! ., FA _ % I nu•n cTr" 4 1.. Z. T =35.9 CFS Y °\ , 1 C .`:\ - 5 ? L sd \- `.. '•, ` \` \\ +*`.\ p (, J. \' 61 V4. 86y n \\ i' ze. atL -_ r f., "RCP z 1= s ,\` \ `. \ •, `\ \ ,',`.. `. , 6+ - P'\ t'tCA S \ OW o O EX 21 y• n rr ', \,, j+\ \ \ \ \ „ W 2 5 s, `', ` ` OUTLET F \ \.. . i o rn w E 4NN, \q s \ , \` 1 \ I .-- F-2 \ '\ \ .\:: W*" v.. i 1• syq \ \ s \ Orn W o u,n' \ \ .\ \ .%: .,..',• \ \ , `., :, 1g` \ 1.53 ac •. '•, '. ,. \ rz..; \ /, k \ _ KOD QM Q m z b . \ \ \ . . ` 5.30 :. \ i n , . _.. M w mFS+\.. -.. .•.\'. .., \i, ryo.,/, ,,{ / i \'.. -__ G3 Q o o z z w see,` k. 'la ' \ \ \ .. . `. \ •, \ _ t t \ , \\` `` \ '\\ \ rn 9.17 m o m O O\'\` "li \ \ \.. '. .' N \ , +•, ' . \ \. \ .i i \ 1.52 1.16 ec 1 r /v ` 0.95 ac w - V V !-` V v i`. w A, w- ." •.. A' 3.30 ,y. A V. v i i, I I m >. "s1 - .,1a , / . SA$RERC)OP,, C, PkJS v A•` v - - - . 1 \; i' r o na I - v Z i!\ .',,,.,IRIST.NtQ b21592 ... Y- ft v. i \. I a . _.. - '5 1 H F 1 r r E,R)Y ,\SERVICE5- .. 0.22 049 `.`- +-sr>t ml C Ali \' : \ , X +.\- \ 0.,0 ac D-13 r },. - - oo / • KIRKWOOD '\ L G17C0.23 ac 1 0.41 ac ., ., v , 1 t `\ •. . .'.' ` ` + \' \ 1.39 os1 - 0 BRANCH - a QA KIRKWOODN023s301 \+ \ 0.18 7.51 ac / "1 3.79 1 \ \. \1 \\•, t • I .v \ 4 j J s> s ..;nl \^• \s 0.44 ac \ \\\ \ 7.15 ac ;\', ` \ \ , .\ \\•? \ \ 0.20 \. 0.58 ac 6^\ \ ` I \,`1 s, `.., \\ \\` \ \\` -14 3.55 / ' 1.07 ac \L. - _ L3 Qzas7 e \. 3.71 3f \\ DETENTION FOR O : : , \\ \ \ • \ --z o_ O w g \-. \ , h! II (ii71 fll\1. F:Tn \ f 1,. \ \ \, .4 .\ \. \ \ 0-18 .\ 1.10 . 0.12 ac 0.22 AC - ID / - '-s9>. • )/, 7i ui Y fr?F: urJ cv Riiil!•JP F.''. \ ` - f /ya \ , \ / t \ `., , PROPOSED 96 CMP \\ ,\ \ \ \'` \ ..\ o.o6ac a17 `\ \ 0.11 1 10 \ G r.. \ ` _ , \ n a h \ UNDERGROUND I, d' 2. \ `,-^_: + \ ,\ \ -\ \-\ 0.08 ac `•. 0.70 ac E3 2 E-4 1401 s s' ,r \' s -.y \ DRAINAGE DETENTION 7 o.im \ % ' ~ \c 0' o. 34 P '\ . T..,-°^..\ ` \ - '\ 3\ \ . \ `''.\ R' S iw \ }. / " DALLA MTA LP yJ N1+\ VOL. REQ. = 32 944 FT \ \ \ \ v'\ o-1 INST. NO, 021 3 0 38 8 52ICv \ .\ \ .\ \\ . 1. ., _t - 10.63 1.24 .M-,, i \ h \ .,)'.-11,yy. :. -- r, 1 \ \ . \ \ \ \ \ ,` .. .* 0.09 ac R\ , , ,. 't 41 N v.• . . \:. SKI t \ '. t. •. ,. \ ` ` \\\ . ` 0.51 I I x' I Lf. LLI ss \ , 100 YEAR . S. 1 IMITS Di AINAGE \ , \ \ \ \ . , , ` •, t 0.10 • `10 I .P U Uj TION \ \ & S' Y$EWER; ESMT t \ .: \ '.f0 to. '' / f op CC s" 1.72 e 699. , 1. 1 \ \ \ \ s \ u' • 5.69 x It1475. c ,1 I E 2 b ' \ 0.46 ac Ab" i o- (. I ID54.25F5D-7 x: P C t7s '\ ` \ iAM , h , ' i N t \ 0.50 ae e^ I , I 0.10 ac 0.10 aclat'6$2'13 UT E -, \ 1 I 4.85 ` i \ F5 '. I` b _I t,Lc' 7 ., \, l it < 2.56 ac .\\.\ •".• ....• I1ULI'. .})CiT _ \ 1 i i `.j. \ \\\ .\ p5 0.06 ac21311 \ ! :. , - 1 \ •, 888 - * 0.38ac 1 o: 0.7 • `, OUTLETD/E Q i i . I , , ` 1 '•• \ ` +, 1, 1.30 1.63 ac SOUTH FORK i II i ;• 1DETENTIONFOROKIRKWOOD F' G I , 'moi • PROPOSED OPEN POND BRANCHI :, tERR tt E5 -; A I `t , v ., A 0.40 ac O.1D9 aac •' • 3 , it VOLA asos`p I v las ' a,3ac 0.z • I VOL. REQ. = 148,285 FT 1 lLLI W0.65 •, N' ®'. 6 1 u S co 60 L , t , ` LL I I m \ 2 T - - X - .-)- )F j; I / •\7/ / :: y nn , w ^ 1 1 1 1 I I , 005, i I•T'rd' / , J LL tui x--x G C, S Y w \ . \ o \ \/_- i.\X-x-- ., 1 \ ,n " IE 'e. r , ( X -f_ x e- x -- x' 0.21 ac _ 1 1, X_ X' -X,. s..,\ 1.93 -_ _• r . ^ X:. --X, ..X_-_ _l '' / ' Oi. 1' N P7Ufh ..C; l T L 'h. PO oi'-.....,-. 1 B p, Q'8°"03p ._ ... _- _---' Z 1 _ - ... _ .: _ _ _ "RECORD DRAWING" Q x ' o „ 3 + g _ „„•_' " I 1 1 THIS DRAWING HAS BEEN REVISED TO SHOW THOSE CHANGES DURING ' eo c> p ^ P E2 'Ll' THE CONSTRUCTION PROCESS REPORTED BY THE CONTRACTOR TO A VARIABLE WIDTH RIGHT-OF-WAY) ^`=°p`°^ Al KIMLEY-HORN AND ASSOCIATES, INC. AND CONSIDERED TO BE SIGNIFICANT. THIS DRAWING IS NOT GUARANTEED TO BE "AS BUILT" SHEET NUMBERBUTISBASEDONTHEINFORMATIONMADEAVAIIABLE. DATE5/3112018 BV: 1CIRSyyyioQgpP°1 NICHOLAS E SULKOWSKI, PE : of RUNOFF COLLECTION POINT INFORMATION I 25.60 DRAINAGE AREA INFORMATION 1 1.25 1 0.30 Time at I In_ r Stream STA Design c•...n, Freq- unecy Rainfall In•neei• y 1" Storm reo_ ACITY t CAP" Storm ws.e. Runoff O° PIPE Slope S" Hydra- ulic Grade Slope SF„ un Barrels RCP RCB Ilnl..nl... Head Loss Coeffi- tient Kj" Velocity Head Loss at Up- stream STA Flow Time Betwee n STA Flow Time at Down- stream STA HYDRAULIC GRADIENT ELEVATIONSArea ID Interc- opted Area A Ante- cedent Factor W' Qnn•• Coeffi. Innrn_ mental KCA" e..n...._ ulated KCA" Up- Down- stream stream STA STA Distance Between STA Pipe I. Box Span Box Rise V" Up- stream Down - stream FT FT FT 24 AC 0 4.7 1 2.5 1 1.25 MIN` RS` IN/HR CFS CFS FT/F FT/FT EA IN` IN FT FPS 16.3 FT MIN` MIN' FT FT 11111:111 L.6 12 0 11+43.19 11+06.44 36.75 D-19 1 1 1 1 1 1 1 1 1 1 1 1 1 36 0 1 1 601.46 i5+43.39 i5+02.82 40.57 D-25 1.18 1.25 0.53 0.77 0.77 10.0 100 9.24 12.39 7.1 0.0030 0.0010 1 24 0 0 2.3 0.50 0.04 0.3 10.3 601.42 601.38 15+02.82 14+36.57 66.25 D-24 0.25 125 0.53 0.16 0.93 10.3 100 924 12.39 A.6 0.0030 0.0015 1 24 0 0 2.7 003 0 4 10 7 601 35 601 25 A 113+08.09112+82.491 25.60 1 D-22 1 0.95 1 1.25 1 0.30 I 0.36 1 1.50 1 11.3 1 100 1 8.95 1 12.39 1 13.4 10.0030 1 0.0036 1 1 1 24 1 0 1 0 1 4.3 1 1.25 0.30 12+82.49 111+60.34 122.15 D-21 0.23 1.25 0.53 0.15 1.65 11.4 100 8.95 12.39 14.8 0.0030 0.0043 1 24 0 0 4.7 1 2.5 1 1.25 11+6^J 34 ii 43 49 4745 inn 4 n 4nLLJ nnnVNV nwnV.TV nneL.VJ eII.V nnIVV 0.95 36.53 16.3 V.VV3V V.VVVO 1 36 D V L.6 12 0 11+43.19 11+06.44 36.75 D-19 0.10 1.25 0.53 0.07 2.12 11.9 100 8.95 36.53 18.9 0.0030 0.0008 1 36 0 0 2.7 11+06.44 10+52.69 53.75 D-18 0.08 1.25 0.53 0.05 2.17 12.1 100 8.68 36.53 18.8 0.0030 0.0008 1 36 0 0 2.7 10+52.69 9+98.95 53.74 D-17 0.08 1.25 0.53 0.05 2.22 12.4 100 8.68 36.53 18.3 0.0030 0.0008 1 36 0 0 2.7 9+98.95 9+45.20 53.75 D-16 0.09 1.25 0.53 0.06 2.28 12.7 100 8.68 36.53 19.8 10.0030 1 0.0009 1 1 36 1 0 0 2.8 RFI o<s g 1 45.20 8+91.46 53.74 D-15 0.09 125 0.53 OAR 234 130 100 R 43 3653 1A 7 n KORO O (1009 1 36 n 0 9 R 8+91.46 8+79.17 12.29 D-14 0.11 1.25 0.53 0.07 2.41 13.3 100 8.43 36.53 20.3 0.0030 0.0009 1 36 0 0 2.9 8+79.17 8+36.38 42.79 D-13 1.51 1.25 1.00 1.51 3.92 13.4 100 8.43 36.53 33.0 0.0030 0.0025 1 38 0 0 4.7 1 8+36.38 7+61.06 75.32 D-12 0.75 1.25 0.53 0.50 4.42 13.6 100 8.43 36.53 37.2 0.0030 0.0032 1 36 0 0 5.3 7+61.06 7+34.45 26.61 D-11 0.10 1.25 0.53 0.07 4.48 13.8 100 8.43 36,53 37.8 0.0030 0.0033 1 36 0 0 5.3 7+34.45 6+63.87 70.58 D-9 0.78 1.25 0.30 0.29 4.77 13.9 100 8.43 36.53 40.2 0.0030 0.0037 1 36 0 0 5.7 w 6+63.87 6+25.51 38.36 D 8 0.10 1.25 0.53 0.07 4.84 14.1 100 8.20 36.53 39.7 0.0030 0.0036 1 36 0 0 5.6 6+25.51 6+04.44 21.07 D 7A 0.00 1.25 0.00 0.00 4.84 14.2 100 8.20 36.53 39.7 0.0030 0.0036 1 36 0 0 5.6 6+04.44 5+96.31 8.13 D-7 0.10 125 0.53 0.064.91 14.3 100 8.20 36.53 40.2 0.0030 0.0037 1 36 0 0 5.7 5+96.31 5+7429 22,112 D -o D.U6 I.LS v.53 v.v4 4.94 14.3 IVV O.Lv 30.53 40.5 v.vD3v D.VD37 1 30 U V 5.7 5+74.29 i+:=5 25.04 D-5 0.38 1.25 0.30 0.14 5.09 14.4 100 8.20 36.53 41.7 0.0030 0.0040 1 36 0 0 5.9 5+49.25 4+56.91 92.34 D-4 0.13 1.25 0.53 0.09 5.17 14.5 100 8.20 36.53 42.4 0.0030 0.0041 1 36 0 0 6.0 4+56.91 4+50.41 6.50 D-3 0.19 1.25 0.30 0.07 524 14.8 100 8.20 36.53 43.0 0.0030 0:0042 1 36 0 0 6.1 4+50.41 2+15.63 234.78 0.00 1.25 0.00 0.00 5.24 14.8 100 8.20 55.11 43.0 0.0030 0.0019 1 42 0 0 4.5 1 2+15.63 2+10.63 5.00 LINE E 3.65 1.25 0.74 3.36 8.61 15.7 100 7.98 55.11 68.7 0.0030 0.0047 1 42 0 0 7.1 2+10.63 1+00.00 110.63 D-2 1.26 1.25 0.53 0.83 9.44 15.7 100 7.98 55.11 75.3 0.0030 0.0057 1 42 0 0 7.8 RF1 W 0.05 0.6 1 11.3 1601.20 600.92 n,OA 0,1 - 11 4 1 600 R4 - 600-75 0.3 12.4 600.04 599.99 0.3 12.7 599.99 599.94 0.21 0.2 13.6 599.61 599.51 0.07 0.2 13.8 599.44 599.20 0.01 0.1 1 13.9 1599.19 1599.10 0.01 1 0.0 I 14.3 1598.57 1598.54 D.v I I U.I I 14.4 I O`JB.OJ I 0`J8.45 0.01 1 0.0 1 14.8 1597.91 1597.88 0.31 1 0.9 1 15.7 1597.57 1597.14 0.38 1 0.0 1 15.7 1596.76 1596.74 LAT D-24 ----------_-_--___-_--_- 1 1 : 1 1 1 1+31.65 1 1+00.00 1 31.85 D-19 0.10 1 1 0.07 10.0 100 9.24 2.52 0.6 1 1 1 1 0 1 1 1 1 1 • ® 1600.97 1 t' 1 +33.89 1 +00.00 33.89 D-20 1.07 1.25 0.30 0.40 1 ,1 1+15.45 1 1+00.00 1 15.45 1 D-23 1 0.32 1 1.25 1 0.53 1 0.21 1 0.21 1 10.0 1 100 1 9.24 1 2.52 1 2.0 10.0050 1 0.0031 1 1 1 12 1 0 1 0 1 2.5 1 1.25 1 0.12 WEEM 1 1 : 1 1 1 1+31.65 1 1+00.00 1 31.85 D-19 0.10 1 1 0.07 10.0 100 9.24 2.52 0.6 1 1 1 1 0 1 1 1 1 1 • ® 1600.97 1 t' 1 +33.89 1 +00.00 33.89 D-20 1.07 1.25 0.30 0.40 601.42 1+15.45 1 1+00.00 1 15.45 1 D-23 1 0.32 1 1.25 1 0.53 1 0.21 1 0.21 1 10.0 1 100 1 9.24 1 2.52 1 2.0 10.0050 1 0.0031 1 1 1 12 1 0 1 0 1 2.5 1 1.25 1 0.12 1 0.1 1 10.1 1601.30 601.25 LAT D-22-_----_----__--___------ 1/ 11 ® 1 1 : 1 1 1 1+31.65 1 1+00.00 1 31.85 D-19 0.10 1 1 0.07 10.0 100 9.24 2.52 0.6 1 1 1 1 0 1 1 1 1 1 • ® 1600.97 1 t' 1 +33.89 1 +00.00 33.89 D-20 1.07 1.25 0.30 0.40 0.40 1 1 11 3.7 0.0050 1 11 1 1 11 : S®® 0 0 4.7 1.25 0.43 0.1 10.1 600.54 1 1 11 0 1 0.8 1 1.25 1 0.01 1 0.1 1 10.1 1600.75 1600.75 1 I I 1 1 : 1.25 1 1+31.65 1 1+00.00 1 31.85 D-19 0.10 1 1 0.07 10.0 100 9.24 2.52 0.6 1 1 1 1 0 1 1 1 1 1 • ® 1600.97 1 t' 1 +33.89 1 +00.00 33.89 D-20 1.07 1.25 0.30 0.40 0.40 10.0 100 9.24 2.52 3.7 0.0050 0.0110 1 12 0 0 4.7 1.25 0.43 0.1 10.1 600.54 600.17 LAT D-18 --_--------_--____-_--__ 11 11 ®' 1 1 : 1.25 ovv.1 v 1+31.65 1 1+00.00 1 31.85 D-19 0.10 1.25 0.53 0.07 1 0.07 10.0 100 9.24 2.52 0.6 10.0050 1 0.0003 1 1 1 12 1 0 1 0 1 0.8 1.25 0.01 0.7 1 10.7 1600.08 1600.07 LAT D-18 --_--------_--____-_--__ 11 11 ®' 1 1 : 1.25 1 1 • m Rao 01 1+31.65 1 1+00.00 31.65 1 D-15 0.09 1 1.25 1 0.53 1 0.06 1 0.06 1 10.0 1 100 1 9.24 1 2.52 1 0.5 10.0050 1 0.0002 1 1 1 12 1 0 1 0 1 0.7 1 1.25 1 0.01 1 0.8 1 10.8 1599.90 1599.89 1 1 • ® 1 1 1 t' 1 1 11 11 1 1 1 1 / 1 1 11 1 10.0 1 11 1 1 111 S®® S®® 10.1544 10,0473 1 1 1 15 1 1 11 1 11 1 LAT D-17 -----------___-___----_- 11 11 ®' 1 1: 1.25 1 1 • m Rao 01 1+31.65 1 1+00.00 31.65 1 D-15 0.09 1 1.25 1 0.53 1 0.06 1 0.06 1 10.0 1 100 1 9.24 1 2.52 1 0.5 10.0050 1 0.0002 1 1 1 12 1 0 1 0 1 0.7 1 1.25 1 0.01 1 0.8 1 10.8 1599.90 1599.89 1 1 • ® 1 1 1 t' 1 1 11 11 1 1 1• f1 1 1 11 1 10.0 1 11 1 1 1/ / 1 111 S®® 10.1544 10,0473 1 1 1 15 1 1 1 1 1 1.25 11 11 1 0.1 LAT D-16-_------_------_____---- 11 11 ®' 1 1_ 1.25 1 1 • m Rao 01 1+31.65 1 1+00.00 31.65 1 D-15 0.09 1 1.25 1 0.53 1 0.06 1 0.06 1 10.0 1 100 1 9.24 1 2.52 1 0.5 10.0050 1 0.0002 1 1 1 12 1 0 1 0 1 0.7 1 1.25 1 0.01 1 0.8 1 10.8 1599.90 1599.89 1 1 • ® 1 1 1 t' 1 1 11 604.99 56.10 1 1• 1 1• 1 1 11 1 1.51 1 10.0 1 11 1 111 S®® 1 14.0 10.1544 10,0473 1 1 1 15 1 1 1 0 1 11.4 1 1.25 1 2.51 16.18 D-9 0.50 1.25 1 1 • m Rao 01 1+31.65 1 1+00.00 31.65 1 D-15 0.09 1 1.25 1 0.53 1 0.06 1 0.06 1 10.0 1 100 1 9.24 1 2.52 1 0.5 10.0050 1 0.0002 1 1 1 12 1 0 1 0 1 0.7 1 1.25 1 0.01 1 0.8 1 10.8 1599.90 1599.89 LAT D-14 --------------____---___® 16.18 D-9 0.50 1.25 1 1 • m m o N LLX QJ ami O oC O 11 11 W 1 1 • ® 1 1 1 t' 1 1 11 604.99 56.10 1 D-13 1 1.51 1 1.25 1 1.00 1 1.51 1 1.51 1 10.0 1 100 1 9.24 1 25.38 1 14.0 10.1544 10,0473 1 1 1 15 1 0 1 0 1 11.4 1 1.25 1 2.51 1 0.1 1 10.1 1602.48 599.82 LAT D-12A--------_--_--____------ LAT D-11 -_---_-------_____------® LAT D-10----_---------____------ 16.18 D-9 0.50 1.25 1 1 • m m o N LLX QJ ami O oC O 11 11 W 1 1 • ® 1 1 1 t' 1 1 11 604.99 56.10 1 D-13 1 1.51 1 1.25 1 1.00 1 1.51 1 1.51 1 10.0 1 100 1 9.24 1 25.38 1 14.0 10.1544 10,0473 1 1 1 15 1 0 1 0 1 11.4 1 1.25 1 2.51 1 0.1 1 10.1 1602.48 599.82 LAT D-12A--------_--_--____------ LAT D-11 -_---_-------_____------® LAT D-10----_---------____------ 16.18 D-9 0.50 1.25 1 1 • m m o N LLX QJ ami O oC O 11 11 W 1 1 • ® 1 1 1 t' 1 1 11 599.85 6.76 D-12 0.18 1.25 0.53 0.12 0.12 10.0 100 9.24 2.52 1.1 0.0050 0.0010 1 12 0 0 1.4 1.25 0.04 0.1 10.1 599.81 599.80 24.89 D -12A 0.57 1.25 0.30 0.21 0.33 10.1 100 9.24 2.52 3.1 0.0050 0.0076 1 12 0 0 3.9 1 0.1 0.11 0.1 10.2 599.70 599.51 LAT D-12A--------_--_--____------ LAT D-11 -_---_-------_____------® LAT D-10----_---------____------ 16.18 D-9 0.50 1.25 1 1 • m m o N LLX QJ ami O oC O 11 11 W 1 1 • ® 1 1 1 t' 1 1 11 1 11 11 1 0.19 10.0 100 9.24 1 1_ 11 1 0.0024 1 11 1 1 11 2.2 1.25 0.09 0.1 10.1 1 /' LAT D-11 -_---_-------_____------® LAT D-10----_---------____------ 16.18 D-9 0.50 1.25 1 1 • m m o N LLX QJ ami O oC O 11 11 W 1 1 • ® 1 1 1 t' 1 1 11 1 11 11 1 0.19 10.0 100 9.24 1 1_ 11 1 0.0024 1 11 1 1 11 2.2 1.25 0.09 0.1 10.1 1 /' 1+19.83 1 1+00.00 19.83 D-10 LAT D-10----_---------____------ 16.18 D-9 0.50 1.25 1 1 • m m o N LLX QJ ami O oC O 11 11 W 1 1 • ® 1 1 1 t' 1 1 11 1 11 11 1 0.19 10.0 100 9.24 1 1_ 11 1 0.0024 1 11 1 1 11 2.2 1.25 0.09 0.1 10.1 1 /' 1+19.83 1 1+00.00 19.83 D-10 1+36.01 1+19.83 16.18 D-9 0.50 1.25 1 1 • m m o N LLX QJ ami O oC O 11 11 W 1 1 • ® 1 1 1 t' 1 1 11 1 599.57 0.30 0.19 0.19 10.0 100 9.24 2.52 1.7 0.0050 0.0024 1 12 0 0 2.2 1.25 0.09 0.1 10.1 599.48 589.44 1+19.83 1 1+00.00 19.83 D-10 0.28 1.25 0.53 0.19 0.37 10.1 100 9.24 1 2.52 1 3.4 10.0050 1 0.0094 1 1 1 12 1 0 1 0 1 4.4 1 - 1 0.15 1 0.1 1 10.2 1599.29 599.10 LAT D-8---------------___------ N o 1 W z 1 1 • m m o N LLX QJ ami O oC O 11 11 W 1 1 • ® 1 1 1 t' 1 1 11 1 11 11 11 1 1 O 1 1 1 1 1 _ 1 11 1 1 111 _ S®® 0 W J 1 1 LAT D-7 ---------------___---___®' 11 11 N o 1 W z 1 1 • m m o N LLX QJ ami O oC O 11 11 W 1 1 • ® 1 1 1 t' 1 1 11 1 1 1 11 O 1 1 / / 1 111 ti• 7E a Z 1 1 0 W LAT D-6-_------_--__-____------ N oO W z y 7 m m o N LLX QJ ami O oC O 11 11 W 1 1 • ® 1 1 1 t' 1 1 11 is 1 11 / 1 111 S®.® 1 11 O i N oO W z y 7 m m o N LLX QJ ami O oC O W A xx O rn Y K I> is W O o Six Q z T O ti• 7E a Z Y 00 W J z C NN oO W z y 7 M N W o N LLX QJ ami O oC O W A xx O rn Y K I> 1 W O o Six Q z T O LrnoY Z N ti• 7E a Z Y Q w O W J z O m aUILL ppb 0 D WO u 5 C NN oO W z y 7 M N W o N LLX QJ ami O oC O W A xx O rn Y K 1 W O o Six Q z T O LrnoY Z N ti• 7E a Z Y Q w O W U O N W z y 7 0 U W z y 7 0 01FNco o Q oC O Z Z 3 Y10Y M D O U Q a J z O m aUILL ppb 0 D WO u 5 N Z t=CO OU W o U Of U) W> Z 0 W^ U) Q U 0 Q cn U RECORD DRAWING" THIS DRAWING HAS BEEN REVISED TO SHOW THOSE CHANGES DURING THE CONSTRUCTION PROCESS REPORTED BY THE CONTRACTOR TO KIMLEY-HORN AND ASSOCIATES, INC. AND CONSIDERED TO BE SIGNIFICANT. THIS DRAWING IS NOT GUARANTEED TO BE'AS BUILT" $ HEFT NUMBERBUTISBASEDONTHEINFORMATIONMADEAVAILABLE. DATE: 5/312018 By. NICHOLAS ESULKOWSKI, PE C-27 RFI 045 1LLr mi RUNOFF COLLECTION DRAINAGE AREA INFORMATION Hydra- Head Velocity Flow Flow HYDRAULICTimeatDesign RainfallFA Storm RCP RCBPOINTINFORMATIONInters- Ante- PIPE ulic Loss Head Loss Time Time at GRADIENT Runoff Incre- Accum- Up- Storm Intensit Water No. of VelocityUp- Down- Distance Area epted cedent Slope Grade Coefft- at Up- Betwee Down- ELEVATIONSCoeff. mental ulated Stream Freq- y Runoff Barrels Pipe Box Box "V" stream stream Between ID Area Factor avr A.. . rA. QTA ..,.1 "n.. " S" Slope nea cmc- of tient stream n stream Up- Down- u.^.mss- ..,.,.. ..,... ., ,se STA STA STA "A" "K" `• -"' ' "' ' -` °SF" '"" ^Kj" STA STA STA stream stream FT FT FT AC MIN RS IN HR CFS CFS FT FT FT/FT EA IN IN FT FPS FT MIN MIN FT FT 598.46 1 +35 Al 1 +DD DD 35 81 D-5 030 1 25 non / 14 0.14 An. D inn 9 24 i i 20 i 3 ^J C 5^J ^J DC^J i 1 nc i n n n. • ncC 1. 590.'N J-JO.YJ LAT D-3 ------------_--___-_---_® i wilimm'w.m597.38 1+50.06 1 1+00.00 1 50.06 1 D-2 I 1.26 LAT D-4 _-----------_--___------ 1 0.83 I 10.0 I 100 1 9.24 1 38.70 AREA INFORMATION U Time at Up- STA m MIN Design Storm eq- unec Y RS Rainfall Intensit Y T. IN/HR Storm CAP- ACITY QCAP" CFS Storm Water unoffR " O" CFS PIPE Slope S" FT/FT Hydra- alis Grade Slope SF" FT/FT No. lBarrels EA RCP Dia. Pipe41NFTIN RCB 1 7.7 10.1357 1 0.0055 I 1 1 18 1 0 1 0 1 4.4 1 125 1 0.37 1 0.2 I 10.2 1597.01 596.74 8+00.00 7+10.05 89.95 POND 0.00 1.25 0.00 0.00 0.00 10.0 100 0.00 rrrr ® 14 A 0.0074 0 0005 1 r r• r r• r r r r n n3 n 7 1 n 7 rrrr 0 00® 7+10.05 6+77.00 33.05 0.00 1.25 0.00 0.00 0.00 10.7 rrr 57.38 14.8 0.0074 0.0005 LAT D-3 ------------_--___-_---_® i wilimm'w.m597.38 1+50.06 1 1+00.00 1 50.06 1 D-2 I 1.26 1 1.25 1 0.53 1 0.83 1 0.83 I 10.0 I 100 1 9.24 1 38.70 AREA INFORMATION U Time at Up- STA m MIN Design Storm eq- unec Y RS Rainfall Intensit Y T. IN/HR Storm CAP- ACITY QCAP" CFS Storm Water unoffR " O" CFS PIPE Slope S" FT/FT Hydra- alis Grade Slope SF" FT/FT No. lBarrels EA RCP Dia. Pipe41NFTIN RCB 1 7.7 10.1357 1 0.0055 I 1 1 18 1 0 1 0 1 4.4 1 125 1 0.37 1 0.2 I 10.2 1597.01 596.74 8+00.00 7+10.05 89.95 POND 0.00 1.25 0.00 0.00 0.00 10.0 100 0.00 5739 14 A 0.0074 0 0005 1 36 n n 21 n 6n n n3 n 7 1 n 7 508 sn Aaa RA 7+10.05 6+77.00 33.05 0.00 1.25 0.00 0.00 0.00 10.7 100 1 0.00 57.38 i wilimm'w.m597.38 1+50.06 1 1+00.00 1 50.06 1 D-2 I 1.26 1 1.25 1 0.53 1 0.83 1 0.83 I 10.0 I 100 1 9.24 1 38.70 AREA INFORMATION U Time at Up- STA m MIN Design Storm eq- unec Y RS Rainfall Intensit Y T. IN/HR Storm CAP- ACITY QCAP" CFS Storm Water unoffR " O" CFS PIPE Slope S" FT/FT Hydra- alis Grade Slope SF" FT/FT No. lBarrels EA RCP Dia. Pipe41NFTIN RCB 1 7.7 10.1357 1 0.0055 I 1 1 18 1 0 1 0 1 4.4 1 125 1 0.37 1 0.2 I 10.2 1597.01 596.74 s593.50 E-2 vw M DRAINAGE AREA INFORMATION U Time at Up- STA m MIN Design Storm eq- unec Y RS Rainfall Intensit Y T. IN/HR Storm CAP- ACITY QCAP" CFS Storm Water unoffR " O" CFS PIPE Slope S" FT/FT Hydra- alis Grade Slope SF" FT/FT No. lBarrels EA RCP Dia. Pipe41NFTIN RCB ox ise Velocity V" FPS Head Loss Coefft- stent Kt" Velocity Head Loss at Up- stream STA FT Flow Time Betwee n STA MIN 8+00.00 7+10.05 89.95 POND 0.00 1.25 0.00 0.00 0.00 10.0 100 0.00 5739 14 A 0.0074 0 0005 1 36 n n 21 n 6n n n3 n 7 1 n 7 508 sn Aaa RA 7+10.05 6+77.00 33.05 0.00 1.25 0.00 0.00 0.00 10.7 100 1 0.00 57.38 14.8 0.0074 0.0005 1 1 36 0 0 2.1 0.85 0.06 0.3 0.0 593.32 593.31 6+77.00 1 +00.00 577.00 0.00 125 0.00 0.00 0.00 0.0 100 0.00 57.38 14.8 0.0074 0.0005 1 36 0 1 0 1 2.1 1 0.15 0.01 4.6 1 0.0 1593.30 7+26.74 1593.01 RUNOFF COLLECTION POINT INFORMATION E-2 vw M DRAINAGE AREA INFORMATION U Time at Up- STA m MIN Design Storm eq- unec Y RS Rainfall Intensit Y T. IN/HR Storm CAP- ACITY QCAP" CFS Storm Water unoffR " O" CFS PIPE Slope S" FT/FT Hydra- alis Grade Slope SF" FT/FT No. lBarrels EA RCP Dia. Pipe41NFTIN RCB ox ise Velocity V" FPS Head Loss Coefft- stent Kt" Velocity Head Loss at Up- stream STA FT Flow Time Betwee n STA MIN Flow Time at Down- stream STA MIN HYDRAULIC GRADIENT ELEVATIONS Intero- Ante- Area epted eetlent ID Area Factor A" "K" AC Runoff Incrta Accum- C" KCA" KCA" Up. Down- stream stream STA STA FT FT Distance Between STA Up- stream F Down - stream FT Ft 0.41 125 0.90 r •: r • 14.86 3.8 000®® 18 0 0 581.50 16+38.51 16+23.42 15.09 125 0.90 0.21 0.21 10.0 100 9.24 24.84 599.72 R+31 7A I A+00.12 31 Al C-7 n 56 1 25 n Az n 36 38 10.0 100 9 nn 0.00 125 0.00 0.00 0.21 102 1 100 9.24 1 24.84 1.9 0.0559 0.0003 50 18 0 0 1.1 1 0.15 9.w 8+00.12 7+26.74 73.36 16+13.86 11+64.26 449.60 0.00 1.25 0.00 0.00 0.38 10.3 100 9.24 7.43 3S 0.0050 0.0011 1 18 0 0 2.0 1.00 0.06 0.6 10.9 599.59 599.50 7+26.74 7+09.86 18.88 E-6 022 1.25 0.53 0.14 0.53 10.9 100 9.24 7.43 4.9 0.0050 0.0022 1 18 0 0 2.8 14.1 0.05 0.1 11.0 599.46 599.42 7+09.86 6+14.40 95.46 E-5 0.12 1.25 0.53 0.06 0.80 11.0 100 8.95 7.43 5.4 0.0050 0.0027 1 18 0 0 3.1 0.85 0.02 0.5 11.5 599.40 599.14 6+14.40 3+52.30 262.10 E -4,E3 1.35 1.25 0.93 1.35 1.96 11.5 1008.95 0.4 21.90 17.5 0.0050 0.0032 1 27 0 0 4.4 0.15 0.50 1.0 12.5 598.64 597.79 3+52.30 1+00.00 252.30 E -2,E-1 1.39 1.25 0.89 1.19 3.15 12.5 100 8.88 47.16 1 27.3 10.0050 10.0017 1 1 1 36 1 0 1 0 1 3.9 1 0.15 0.221 1.1 13.6 597.57 597.14 LAT E-2 vwM 0.7 1 10.7 599.51 599.50 U RUNOFF COLLECTION POINT INFORMATION m DRAINAGE AREA INFORMATION Time at Up- Stream STA MIN Design Storm Freq• unecy RS Rainfall Intensit y I" IN HR Storm CAP- ACI7Y YiCAP" CFS Storm Water Runoff O" CFS PIPE Slope S" FT FT Hydra- alit Grade Slope S -F„ FT FT No, of Barrels EA RCP Pipe Dia. IN RCB Box Box Span Rise IN FT Velocity v" FPS Head Loss Coefft- tient Kf' Velocity Head Loss at Up- stream STA FT Flow Time Betwee n STA MIN Flow Time at Down- stream STA MIN HYDRAULIC GRADIENT ELEVATIONS Inters- Area epted ID Area A„ AC Ante- Runoff Incre• Accum- cedent Coeff. mental ulated Factor K" ° C" "KCA" "KCA" Up- Down- Distance stream stream Between STA STA STA FT FT FT LAT E-4 0.7 1 10.7 599.51 599.50 U RUNOFF COLLECTION POINT INFORMATION m DRAINAGE AREA INFORMATION Time at Up- Stream STA MIN Design Storm Freq• unecy RS Rainfall Intensit y I" IN HR Storm CAP- ACI7Y YiCAP" CFS Storm Water Runoff O" CFS PIPE Slope S" FT FT Hydra- alit Grade Slope S -F„ FT FT No, of Barrels EA RCP Pipe Dia. IN RCB Box Box Span Rise IN FT Velocity v" FPS Head Loss Coefft- tient Kf' Velocity Head Loss at Up- stream STA FT Flow Time Betwee n STA MIN Flow Time at Down- stream STA MIN HYDRAULIC GRADIENT ELEVATIONS Inters- Area epted ID Area A„ AC Ante- Runoff Incre• Accum- cedent Coeff. mental ulated Factor K" ° C" "KCA" "KCA" Up- Down- Distance stream stream Between STA STA STA FT FT FT Ft 0.41 125 0.90 r •: r • 14.86 3.8 000®® 18 0 0 581.50 16+38.51 16+23.42 15.09 125 0.90 0.21 0.21 10.0 LAT E-5 0.7 1 10.7 599.51 599.50 U RUNOFF COLLECTION POINT INFORMATION m DRAINAGE AREA INFORMATION Time at Up- Stream STA MIN Design Storm Freq• unecy RS Rainfall Intensit y I" IN HR Storm CAP- ACI7Y YiCAP" CFS Storm Water Runoff O" CFS PIPE Slope S" FT FT Hydra- alit Grade Slope S -F„ FT FT No, of Barrels EA RCP Pipe Dia. IN RCB Box Box Span Rise IN FT Velocity v" FPS Head Loss Coefft- tient Kf' Velocity Head Loss at Up- stream STA FT Flow Time Betwee n STA MIN Flow Time at Down- stream STA MIN HYDRAULIC GRADIENT ELEVATIONS Inters- Area epted ID Area A„ AC Ante- Runoff Incre• Accum- cedent Coeff. mental ulated Factor K" ° C" "KCA" "KCA" Up- Down- Distance stream stream Between STA STA STA FT FT FT Ft 0.41 125 0.90 r •: r • 14.86 3.8 000®® 18 0 0 581.50 16+38.51 16+23.42 15.09 125 0.90 0.21 0.21 10.0 100 9.24 1 1 1 1 1 1 1 1 1 1 1 1 1 1 !goo c9 1+30.0211+00.001 30.02 E-8 0.22 1 125 1 0.53 1 0.14 1 0.14 1 10.0 1 100 1 9.24 128.88 1 1.3 10.075610.00021 1 118 1 0 0 1 0.8 1 1.25 1 0.01 0.7 1 10.7 599.51 599.50 U RUNOFF COLLECTION POINT INFORMATION m DRAINAGE AREA INFORMATION Time at Up- Stream STA MIN Design Storm Freq• unecy RS Rainfall Intensit y I" IN HR Storm CAP- ACI7Y YiCAP" CFS Storm Water Runoff O" CFS PIPE Slope S" FT FT Hydra- alit Grade Slope S -F„ FT FT No, of Barrels EA RCP Pipe Dia. IN RCB Box Box Span Rise IN FT Velocity v" FPS Head Loss Coefft- tient Kf' Velocity Head Loss at Up- stream STA FT Flow Time Betwee n STA MIN Flow Time at Down- stream STA MIN HYDRAULIC GRADIENT ELEVATIONS Inters- Area epted ID Area A„ AC Ante- Runoff Incre• Accum- cedent Coeff. mental ulated Factor K" ° C" "KCA" "KCA" Up- Down- Distance stream stream Between STA STA STA FT FT FT Up- Down - stream stream FT 25.56 Ft 0.41 125 0.90 0.41 0.41 10.0 100 9.24 14.86 3.8 0.0200 0.0013 1 18 0 0 581.50 16+38.51 16+23.42 15.09 F-9 0.21 125 0.90 0.21 0.21 10.0 100 9.24 24.84 1.9 0.0559 0.0003 1 18 0 0 1.1 1.25 0.02 0.2 102 581.48 561.47 16+23.42 16+13.86 9.56 0.00 125 0.00 0.00 0.21 102 1 100 9.24 1 24.84 1.9 0.0559 0.0003 1 18 0 0 1.1 1 0.15 0.00 0.1 10.3 581.47 581.47 16+13.86 11+64.26 449.60 F-8 0.40 1.25 0.30 0.15 0.36 10.3 100 9.24 24.84 3.3 0.0559 0.0010 1 18 0 0 1.9 0.03 4.0 14.3 581.44 580.98 11+6426 11+50.92 13.34 F-7 0.41 125 0.90 0.41 0.76 14.3 100 8.20 24.84 6.3 0.0559 0.0036 1 18 0 0 3.5 0.07 0.1 14.4 580.91 580.86 11+50.92 11+40.92 10.00 F-6 2.56 125 0.30 0.96 1.73 14.4 100 8.20 24.84 14.1 0.0559 0.0184 1 18 0 0 8.0 0.41 0.0 14.4 580.46 580.27 11+40.92 10+45.20 95.72 0.00 125 0.00 0.00 1.73 14.4 100 8.20 34.84 14.1 0.1100 0.0184 1 18 0 0 8.0 0.85 0.85 02 14.6 579.43 577.67 10+4520 7+86.04 259.16 F-5 0.50 125 0.90 0.50 2.23 14.6 100 8.20 735.34 18.3 0.0065 0.0000 1 96 0 0 0.4 0.87 11.9 26.5 576.80 578.80 7+86.04 3+89.47 386.57 F-4 7.15 125 0.30 2.68 4.91 26.5 100 6.21 735.34 30.5 0.0065 0.00001 86 0 0 0.6 0.00 10.6 37.1 576.79 576.79 3+99.47 3+93.20 627 F-2 1.53 1.25 0.30 0.57 5.48 37.1 100 5.14 735.34 28.2 0.0065 0.0000 1 96 0 0 0.6 0.00 02 37.3 576.79 576.79 3+93.20 3+89.20 4.00 F3 0.44 1.25 0.90 0.44 5.92 3].3 100 5.14 735.34 30.4 0.0065 0.0000 1 96 0 0 0.6 0.00 0.1 37.4 576.79 576.79 3+89.20 1 +00.00 289.20 0.00 1.25 0,00 0.00 5.92 37.4 100 5.14 71.14 40.4 0.0050 0.0016 1 42 0 0 4.2 0.15 0.04 1.1 1 38.5 I 576.50 1576.03 LAT F-6-_------------____------ LAT F-7-_------_---_-____------ LAT F-6-_----------_--___----_- r1 I I I I ® • • ® • • I • • I • • I III ® • • z L n U m Z mrn F Z S N LL Q 1 W m O 0 0 N o LL U s76.a7 3+18.31 2+92.75 25.56 Ft 0.41 125 0.90 0.41 0.41 10.0 100 9.24 14.86 3.8 0.0200 0.0013 1 18 0 0 2.1 1.25 0.09 0.2 10.2 576.38 s76.34 2+92.75 1 1+00.00 192.75 F1 0.41 125 0.90 0.41 0.41 10.2 100 924 1 17.39 1 3.8 10.0274 10.0013 1 1 1 16 1 0 1 0 1 2.1 1 0.85 1 0.06 1 1.5 1 11.7 1676.28 1576.03 LAT F-6-_------------____------ LAT F-7-_------_---_-____------ LAT F-6-_----------_--___----_- r1 I I I I ® • • ® • • I • • I • • I III ® • • z L n U m Z mrn F Z S N LL Q 1 W m O 0 0 N o LL U 577.16 1+28085 . 1 +20.00 6.85 F2 1.53 125 0.30 0.57 0.57 1 10.0 1 100 9.24 1 14.86 5.3 10.0200 10.0026 1 1 18 1 0 0 3.0 125 0.17 1 0.0 1 10.0 576.98 576.96 1+20.00 1 1+00.00 20.00 F2 1.53 1.25 0.30 0.57 0.57 1 10.0 1 100 9.24 1 71.34 1 5.3 10.4612 10.00261 1 1 18 1 0 1 0 1 3.0 1 0.85 1 0.12 1576.84 1576.791 LAT F-6-_------------____------ LAT F-7-_------_---_-____------ LAT F-6-_----------_--___----_- r1 I I I I ® • • ® • • I • • I • • I III ® • • z L n U m Z mrn F Z S N LL LAT F-7-_------_---_-____------ LAT F-6-_----------_--___----_- r1 I I I I ® • • ® • • I • • I • • I III ® • • z L n U m Z mrn F Z S N LL Q LAT F-6-_----------_--___----_- r1 I I I I ® • • ® • • I • • I • • I III ® • • z L n U m Z mrn F Z S N LL Q r0 W m O 0 0 N o LL U 0 U 2 Q OUJw F z v } CS O A' Lun j X o o Y Q D' W O Y aJ w m a o SUNNI v - n W ul U O Z S 0 0 Ya0000omm 0 m t] O U n fA Z L n U o Z mrn F Z S N LL Q r0 W m O 0 0 o LL U 0 U 2 Q OUJw M= z v } CS O A' Lun j X o o Y Q D' W O Y aJ w m a o SUNNI v - n W J S Q U F - ul U O Z S 0 0 Ya0000omm 0 m t] O U n fA Z L n U o Z mrn F S N LL Q r0 W m O 0 uJQ o LL U 0 U 2 Q OUJw M= z v } CS O A' Lun j X o o Y Q D' W O Y aJ w m a o SUNNI v - n W ul U O Z S 0 0 Ya0000omm 0 m t] O U n fA Z f A J z O m LL 0 U 0 OUJw YD Q D' t - U) z aJ Y o LUOW J Q U F - RECORD DRAWING" THIS DRAWING HAS BEEN REVISED TO SHOW THOSE CHANGES DURING THE CONSTRUCTION PROCESS REPORTED BY THE CONTRACTOR TO KIMLEY-HORN AND ASSOCIATES, INC. AND CONSIDERED TO BE SIGNIFICANT. THIS DRAWING IS NOTGUARANTEED TO BE "AS BUILT" BUT IS BASED ON THE INFORMATION MADE AVAILABLE. SHEET NUMBER DATE: 5/312018 BY: NICHOLAS E SULKOWSKI, PE C-28 CONSTRUCTION PLANS SABRE CORPORATE CAMPUS, PHASE PARTS OF LOT 1, 2 and 4, BLOCK 1 I m U000VaUH CTo THE CITY OF SOUTHLAKE, TEXAS Index Of Drawings CI Cover Sheet C2, C3 Final Plat C4 General Notes C5 Typical Sections C6 Horizontal Alignment C7-C10 Paving Plans (Kirkwood Blvd./Sabre Dr.) CIOa-floc Cross Sections (Kirkwood Blvd.) C11-C24 Bridge Plana C25 Paving Plan C26 Drainage Area Map C27 Grading Plan C28-C29 Storm Sewer Plan and Profile (Kirkwood Blvd) C30 Storm Sewer Plan C31,C32 Storm Sewer Profiles C33-C36 12' Water Plan and Profile (Kirkwood Blvd/Sabre Dr.) C37 12' Water Plan and Profile C38 10' Sanitary Sewer Plan and Profile (Kirkwood Blvd) C39 10' Sanitary Sewer Plan and Profile C40 Storm Water Pollution Prevention Plan C41 Temporary Construction Entrance 042 Retention Pond (Alternate) C43, C44 Communications Ductbank C45 Electrical Ductbank Schematic C46 Fence Plan SD1-SD9 Standard Details Tt, T2 Tree Survey 4Vw ss"e Corporate Headquarters OWNER TSG TRUST 1999-1 79 SOUTH MAIN STREET 3RD FLOOR SALT LAKE CITY, UT 84111 801) 246-5300 APPLICANT/DEVELOPER THE SABRE GROUP 4255 AMON CARTER FORT WORTH, TX 76115 817) 963-9757 817) 967-4914 FAX ATTN: KAY ALIG ENGINEER BROCKETTE - DAVIS- DRAKE 4144 NORTH CENTRAL EXPWY. SUITE 1100 DALLAS, TEXAS 75204 214) 824-3647 PROPERTY OF CITY OF SOUTHLAKE PUBLIC WORKS DEPARTMENT 214) 824-7064 FAX 1400 MAIN ST, SUITE 320 ATTN: JAMES A. RILEY Vicinity Map M-oU LET NOTE: TH K PI S HAVE BEEN REVISED TO CONFORM WTi CMUCTON RECORDS PROVIDED BY CMMACTOR. ES A. RLLEY a, 9 ]3231 0 F0o90. z u`9i h I i@ i WATE NE ES T I Z h 12"W i I i u51 Ipa) ' /pp LEGENDao PROPOSED CONTOUR o ' EXISTING CONTOURI I— EX 8'x6' BC M i AJ a e a a STA 0+00 C KIRKWOOD BLVDU/ / MATCH EMPTING PAVEMENT — - - - - / I - m 1 2 d 'SAWCLIT, REMOVE REPLACE EXIST KIRKWOOD CONC PVMT BLVD I / / m AaDRAiEL s 6 I a K5 — 80 NOTE: TNESE PLANS HAVE BEEN RENSED TO14rrW X MSTRUCRRECORDSPROMWTHDCBYCONTRACTOR. 0 h ELEV. 583.01 BENCHMARK: CITY of D MONUMENT GPS ND, AT THE p11ALUMINUMMONUMENTFOUNDKTHEN.W. CORNER OF T.W. KING AND KIRKWOOD BLVD. IN MEDIAN Oxn7 X DATE DESCRIPTION BRIDGE GRADING PLAN SABRE CORPORATE CAMPUS, PHASE I CITY OF SOUTHLAKE TARRANT COUNTY, TEXAS 3 BROCKETTE • DAVIS • DRAKE, INC. I[ -::A -->consulting engineers Cuivil & S Engineering • Surveying 4144 Nottfi Cerhrel Expreuwey, Suhe TIOO • Dallas, Texas 752 ire l eu3an • .. na alo-ozo - JAR DJR 01/03/001•_60 BDD C99201 C1 7 OFFSITE Y 0 100 200 300 MAPHIC s AEE 32 Y 0.20 Vo 615 v G r z _ eulEoi ta.o i e rY y. 3.93 13.0 BLD40.9 0.38 4.3 r 59 PARKING STAUC7URE- , DRAINAGE ARKING // : CR ITERI sm Ej UC RE 5 l xl _ : Ca O 1.5590 Sd to-10 MNin/M1r l_ r 585 _.. I`1`I 5.3 0100 tors) o M NOTE: THESE PLANS HARE BEEN REMSEDuumTocoDSDRMWTHDEcBYWNuC r--*l\. \` , \ /- \ EcoRD ev coNTRACTaR. SB9 PACKAGE 1.4: SITE PACKAGE NEV ADTE IPTI 555 As a.A DRAINAGE AREA MAP l: _, v„ - Q SABRE CORPORATE CAMPUS, PHASE I ter ` CITY T COUNTY, TEXAS KE TARRANT COUNTY, TEXAS E 3BROCKETTE • DAVIS •DRAKE, INC. j t, = - i1\} 7 - / _ _ E::::)E:::>consulting engineers cMi a s ,,l8y gme e.mg . S—ymgNn l` / `-.e 'C.:1\ y WHITE CHAPEL RD. of JARo oDJR 01/03/ 1•=100' BDD c992m C26 Appendix E Reference Information [SOUTHLAKE COMPREHENSIVE PLAN] Consolidated Future Land Use Plan 34 Ordinance No.1269, Adopted February 7, 2023 [SOUTHLAKE COMPREHENSIVE PLAN] Used to Determine Percent Impervious per Land Use 8-1 SECTION 8 "CS" COMMUNITY SERVICE DISTRICT 8.1 PURPOSE AND INTENT - The "CS" Community Service District is designed to permit those institutional and related uses which are established in response to the educational, safety and welfare needs of the community. These uses are separated from others in the community due to their unique service and often very special area requirements. Their placement should not be arbitrary, but should be located to respond to the community needs. 8.2 PERMITTED USES a. Public, semi-public and parochial/private kindergartens, elementary and secondary schools whose curricula satisfy the requirements of the State Public School Laws and the regulations of the State Department of Education. b. Higher education institutions: Junior and senior colleges, universities, conservatories and seminaries, offering curricula recognized by collegiate, academic and professional organization accrediting boards. c. Museums, libraries, fine arts centers, and similar cultural facilities sponsored, operated or maintained for the benefit of the general public. d. Golf courses (except commercially operated miniature golf courses and commercially operated golf driving ranges) on a site containing a total area of not less than forty (40) acres; parks, playgrounds, community centers and country clubs. e. Institutions, rehabilitation and training centers offering non-academic programs, when operated or sponsored by chartered educational, religious, or philanthropic organizations, but excluding uses such as trade schools, which are operated primarily on a commercial basis. f. Public safety facilities: Civil defense operational centers, police and fire stations and training facilities. g. Utility buildings and structures: power sub-stations, water tanks and reservoirs, water and sewage treatment plants. h. Religious institutions: churches and facilities for worship, fellowship, and education. i. City halls or other municipal office uses. 8.3 ACCESSORY USES - In addition to those accessory uses specifically authorized in Section 34 of this ordinance, any use may be established as an accessory use to a permitted use when it complies with the conditions for an accessory use as defined in this ordinance. Used for Public / Semi-Public Land Use 8-2 8.4 SPECIFIC USE PERMITS - Specific use permits may be approved by the City Council following a recommendation from the Planning and Zoning Commission as specifically authorized in Section 45 of this ordinance, subject to full and complete compliance with any and all conditions required in Section 45, together with any other conditions as the City Council may impose. Any use accessory to an approved specific use permit shall be permitted without specific approval if it complies with the conditions for an accessory use as defined in this ordinance. (As amended by Ordinance No. 480-C.) 8.5 DEVELOPMENT REGULATIONS - In this district, the following development regulations shall be applicable: a. Height: No building or structure shall exceed two and one-half (2-1/2) stories, nor shall it exceed thirty-five (35) feet. b. Front Yard: There shall be a front yard of not less than thirty (30) feet. c. Side Yard: There shall be a side yard of not less than fifteen (15) feet except where the lot abuts property zoned as single-family residential there shall be a side yard of not less than twenty-five (25) feet. Zero lot line development may be permitted on a common interior lot line where construction of a party wall is used and when approved by the City Council after a recommendation by the Planning and Zoning Commission. Where zero lot development is utilized, the equivalent open space and plantings (normally provided in adjoining bufferyards along the common lot line) shall be provided elsewhere within the two developing lots. A concept plan meeting the requirements of Section 41 of this ordinance is required to be submitted with a request for zero lot line development. Approval shall be based upon an analysis of the location, the configuration, and the impact and compatibility of the construction with adjacent land uses. (As amended by Ordinance No. 480-U.) d. Rear Yard: There shall be a rear yard of not less than ten (10) feet except where the lot abuts property zoned as single-family residential there shall be a rear yard of not less than twenty-five (25) feet. e. Maximum Lot Coverage: All buildings or structures shall have a maximum lot coverage not exceeding fifty (50) percent of the lot area. f. Maximum Impervious Coverage: The maximum impervious coverage shall not exceed sixty-five (65%) percent of the total lot area. (As amended by Ordinance No. 480-JJ.) 8.6 ADDITIONAL DEVELOPMENT REGULATIONS FOR BUILDINGS OR USES LYING WITHIN FOUR HUNDRED FEET (400') OF SINGLE FAMILY RESIDENTIAL 8-3 PROPERTY - In addition to the development regulations applicable to this zoning district, the development regulations in Section 43, Part III, Residential Adjacency Standards, shall also apply. When any requirements in this section are in conflict with any other requirements for this zoning district, the more stringent requirements shall apply. (As amended by Ordinance No. 480-CC). 8.7 CONCEPT PLAN - A Concept Plan meeting the requirements of Section 41 of this ordinance shall be submitted with a request for zoning to a CS Community Service District. All properties zoned at the effective date of this ordinance which do not have an approved Concept Plan on file with the City shall submit a Concept Plan meeting the requirements of Section 41 of this ordinance prior to submittal of the site plan. The Concept Plan shall be processed in accordance with this ordinance and state law for changes in zoning. (As amended by Ordinance No. 480-D.) (As further amended by Ordinance No. 480-M.) 8.8 EFFECT OF CONCEPT PLAN - All subsequent site plans shall substantially conform to the Concept Plan approved with the zoning application. (As amended by Ordinance No. 480-D.) 8.9 SITE PLAN - A site plan meeting the requirements of Section 40 shall be required prior to the issuance of a building permit for any construction in the CS district. (As amended by Ordinance No. 480-D.) (As further amended by Ordinance No. 480-M.) 8.10 SPECIAL EXCEPTION USES - Special exception uses may be approved by the Board of Adjustment as specifically authorized in Section 44 of this ordinance subject to full and complete compliance with any and all conditions required in Section 44, together with any other conditions as the Board of Adjustment may impose. Any use accessory to an approved special exception use shall be permitted without specific approval if it complies with the conditions for an accessory use as defined in this ordinance. (As amended by Ordinance No. 480-D.) 11-1 SECTION 11 SF-1A SINGLE-FAMILY RESIDENTIAL DISTRICT (As amended by Ordinance No. 480-HHH) (As amended by Ordinance No. 480-NNN) (As amended by Ordinance No. 480-OOO) (As amended by Ordinance 480-QQQ) (As amended by Ordinance No. 480-FFFF) (As amended by Ordinance No. 480-XXXX) 11.1 PURPOSE AND INTENT - The purpose and intent of the SF-1A Single Family Residential District is to provide for compatible land, building, and structure uses primarily oriented to low density residential purposes, select agricultural uses, open space uses, and select community facility uses. The SF-1A district may serve as a transitional element between limited residential development and intense agricultural activities and higher density urbanized areas of this City. Low density detached single family residential dwellings and development, along with the aforedescribed uses, comprise the principal elements of the district. 11.2 PERMITTED USES a. Agricultural Uses - Agricultural uses whose products are grown primarily for home consumption, such as domestic gardening, berry or bush crops, tree crops, flower gardening, orchards, and aviaries. b. Residential Uses - Single family detached dwellings. c. Community Facility Uses 1. Public, semi-public and private parks; 2. Recreation and open space including playgrounds, parkways, greenbelts, ponds and lakes, botanical gardens, pedestrian paths, bicycle paths, equestrian bridle trails, nature centers, bird and wildlife sanctuaries; 3. Private boat docks, swimming pools and game courts; 4. City hall, fire and police stations and other municipal uses; and 5. Other uses of a similar nature and character. 11.3 ACCESSORY USES - In addition to those accessory uses specifically authorized in Section 34 of this ordinance, any use may be established as an accessory use to a permitted use when it complies with the conditions for an accessory use as defined in this ordinance. 11.4 SPECIFIC USE PERMITS - Specific use permits may be approved by the City Council following a recommendation from the Planning and Zoning Commission as specifically authorized in Section 45 of this ordinance, subject to full and complete compliance with any and all conditions required in Section 45, together with any other conditions as the City Council may impose. Any use accessory to an approved specific use permit shall be Used for Low Density Residential Land Use 11-2 permitted without specific approval if it complies with the conditions for an accessory use as defined in this ordinance. (As amended by Ordinance No. 480-C.) 11.5 DEVELOPMENT REGULATIONS - In this district, the following development regulations shall be applicable: a. Height: No building or structure shall exceed two and one-half (2-1/2) stories, nor shall it exceed thirty-five (35) feet. b. Front Yard: There shall be a front yard of not less than forty (40) feet. c. Side Yard: There shall be a side yard of not less than twenty (20) feet. d. Rear Yard: There shall be a rear yard of not less than forty (40) feet. e. Maximum Lot Coverage: All buildings shall have a maximum lot coverage not exceeding twenty percent (20%) of the lot area. (As amended by 480-QQQ & 480- XXXX) f. Lot Area: The minimum area of a lot shall be forty three thousand five hundred sixty (43,560) square feet except that no minimum area shall be required for any open space lot designated in a City Council approved concept or development plan. (As amended by Ordinance No. 480-NNN) g. Lot Dimensions: Each lot shall have a minimum width of one hundred (100) feet and a minimum depth of one hundred twenty-five (125) feet. h. Floor Area: The main residence shall contain a minimum of two thousand (2,000) square feet of floor area. i. Maximum Residential Density: The maximum number of dwelling units per acre shall be 1.0. j. Accessory Structure Standards (As amended by 480-QQQ): 1. All accessory structures in the SF-1A zoning district shall meeting the following standards: i. The sum total of all accessory structures and buildings having a roof on the lot shall not exceed 3 % or 4,000 sq.ft. of the lot area. (As amended by 480-XXXX) ii. All accessory structures that are, individually or cumulatively, less than 500 sq.ft. shall meet the accessory structure standards under Section 34.2. iii. All accessory structures that individually are equal to or exceed 500 sq.ft.: 1. Setbacks from adjoining lots shall meet the principal structure setback standards. No setbacks are required from the principal structure, however, fire separation requirements may apply. 2. Height shall not exceed 20 feet. 3. Accessory structures of metal, wood or vinyl siding or equivalent material shall meet the following design standards: 11-3 a. Minimum of 2 colors (principal color limited to white, beige, natural shades of greens and browns, or color matching the principal structure, with trim of contrasting colors). b. All metal accessory buildings to be painted with a factory applied non-metallic matte-finish. c. Addition of trim detail around the windows/doors/or string courses or water tables. d. Windows, doors, or other openings required on at least 2 sides. e. Pitched roof required (of the appropriate pitch for the roof design chosen or a minimum of 1:3). 4. Accessory structures using masonry shall meet the following standards: a. Masonry material used shall match the masonry material of the principal structure on the lot. b. Addition of trim detail around the windows/doors/or string courses or water tables. c. Windows, doors, or other openings required on at least 2 sides. d. Roof (design, pitch, and materials) to be the same type as the principal structure roof. iv. Standards in subsection (iii) above shall not apply to accessory buildings that do not have any enclosing walls such as gazebos, play structures, and pergolas. 11.6 SPECIAL EXCEPTION USES - Special exception uses may be approved by the Board of Adjustment as specifically authorized in Section 44 of this ordinance subject to full and complete compliance with any and all conditions required in Section 44, together with any other conditions as the Board of Adjustment may impose. Any use accessory to an approved special exception use shall be permitted without specific approval if it complies with the conditions for an accessory use as defined in this ordinance. (As amended by Ordinance No. 480-D.) 11.7 CONCEPT PLAN - A Concept Plan meeting the requirements of Section 41 of this ordinance is required to be submitted with a request for zoning to an SF-1A Single Family Residential District. (As amended by Ordinance No. 480-HHH, 480-OOO, and 480- FFFF). 14-1 SECTION 14 SF-20A SINGLE FAMILY RESIDENTIAL DISTRICT (As amended by Ordinance 480-NNN) (As amended by Ordinance 480-OOO) (As amended by Ordinance 480-FFFF) (As amended by Ordinance 480-XXXX) 14.1 PURPOSE AND INTENT - The purpose and intent of the SF-20A Single Family Residential District is to provide for compatible land, building, and structure uses primarily oriented to moderately low density residential purposes, open space uses, and select community facility uses. Moderately low density detached single family residential dwellings and development, along with the aforedescribed uses, comprise the principal elements of the district. 14.2 PERMITTED USES a. Agricultural Uses - Agricultural uses whose products are grown primarily for home consumption, such as domestic gardening, berry or bush crops, tree crops, flower gardening, orchards, and aviaries. b. Residential Uses - Single family detached dwellings. c. Community Facility Uses 1. Public, semi-public and private parks; 2. Recreation and open space including playgrounds, parkways, greenbelts, ponds and lakes, botanical gardens, pedestrian paths, bicycle paths, equestrian bridle trails, nature centers, bird and wildlife sanctuaries; 3. City hall, fire and police stations and other municipal uses; and 4. Other uses of a similar nature and character. 14.3 ACCESSORY USES - In addition to those accessory uses specifically authorized in Section 34 of this ordinance, any use may be established as an accessory use to a permitted use when it complies with the conditions for an accessory use as defined in this ordinance. 14.4 SPECIFIC USE PERMITS - Specific use permits may be approved by the City Council following a recommendation from the Planning and Zoning Commission as specifically authorized in Section 45 of this ordinance, subject to full and complete compliance with any and all conditions required in Section 45, together with any other conditions as the City Council may impose. Any use accessory to an approved specific use permit shall be permitted without specific approval if it complies with the conditions for an accessory use as defined in this ordinance. (As amended by Ordinance No. 480-C.) 14.5 DEVELOPMENT REGULATIONS - In this district, the following development regulations shall be applicable: Used for Medium Density Residential Land Use 14-2 a. Height: No building or structure shall exceed two and one-half (2-1/2) stories, nor shall it exceed thirty-five (35) feet. b. Front Yard: There shall be a front yard of not less than thirty-five (35) feet. c. Side Yard: There shall be a side yard of not less than fifteen (15) feet. d. Rear Yard: There shall be a rear yard of not less than forty (40) feet, provided that on lots fronting on a cul-de-sac, there shall be a rear yard of not less than thirty-five (35) feet. e. Maximum Lot Coverage: All buildings shall have a maximum lot coverage not exceeding thirty percent (30%) of the lot area. (As amended by Ordinance No. 480- C & 480-XXXX.) f. Lot Area: The minimum area of a lot shall be twenty thousand (20,000) square feet except that no minimum area shall be required for any open space lot designated in a City Council approved concept or development plan. (As amended by Ordinance No. 480-NNN) g. Lot Dimensions: Each lot shall have a minimum width of one hundred (100) feet and a minimum depth of one hundred twenty-five (125) feet. h. Floor Area: The main residence shall contain a minimum of one thousand eight hundred (1,800) square feet of floor area. i. Maximum Residential Density: The maximum number of dwelling units per acre shall be 2.18. j. The sum total of all accessory structures and buildings having a roof on the lot shall not exceed 600 square feet. (As amended by 480-XXXX.) 14.6 CONCEPT PLAN - A Concept Plan meeting the requirements of Section 41 of this ordinance is required to be submitted with a request for zoning to an SF-20A Single Family Residential District. (As amended by Ordinance No. 480-OOO and 480-FFFF.) 14.7 SPECIAL EXCEPTION USES - Special exception uses may be approved by the Board of Adjustment as specifically authorized in Section 44 of this ordinance subject to full and complete compliance with any and all conditions required in Section 44, together with any other conditions as the Board of Adjustment may impose. Any use accessory to an approved special exception use shall be permitted without specific approval if it complies with the conditions for an accessory use as defined in this ordinance. 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district is a low to medium intensity commercial category providing a uniform set of standards for neighborhood type retail shopping facilities and general commercial activities. It is intended that this zoning district be served by appropriate thoroughfares and be of such size that all parking and traffic maneuvering can take place on the commercial site. It is intended to provide limited local retail and service commercial uses which serve one or more neighborhoods lying within a one and one-half to two mile radius of the site. 21.2 PERMITTED USES (As amended by Ordinance No. 480-U.) 1. Any use permitted in the O-1 Office District. 2. Any use permitted in the C-1 Neighborhood Commercial District. 3. Antique shops. 4. Bakeries designed for retail sales rather than wholesale operation. 5. Bicycle sales and bicycle repair shops. 6. Blueprinting or photostating. 7. Book or stationery stores to include large newsstands. 8. Business colleges or private schools for vocational training of office related careers, such as stenographers, executive secretaries, etc. 9. Cigar or tobacco stores. 10. Cleaning, dying and pressing works; laundry and Laundromats, providing that the floor area does not exceed three thousand (3,000) square feet for separate or combined uses. 11. Confectionery stores. 12. Custom dress making or millinery shops. 13. Dancing schools, martial arts, music schools, yoga or other similar uses. 14. Day nurseries Used for Retail Commercial Land Use 21-2 15. Delicatessen shops without size limitations. 16. Dog and cat hospitals or small animal hospitals if conducted wholly within a completely enclosed sound-proofed and air -conditioned building, providing that noise or odors created by activities within the building shall not be perceptible beyond the property line; that no long term boarding of animals is permitted except where related to medical treatment; and that no animals are kept outside the building at any time. 17. Drug stores. 18. Dry goods and notion stores provided that the floor area of such facility not exceed eight thousand (8,000) square feet. 19. Duplicating service, printing, lithographing, mimeographing, multi-graphing and offset printing, providing that the floor area does not exceed two thousand (2,000) square feet. 20. Financial institutions. 21. Florist or gift shops. 22. Frozen food lockers for individual or family use, not including the processing of food except cutting or wrapping. 23. Grocery stores and meat markets without size limitations. 24. Health service facilities to include clinics, offices of dentists, doctors, and other practitioners of healing arts, licensed or similarly recognized under the laws of the State of Texas; offices for specialists and supporting health service fields, such as physical, audio and speech therapy, podiatry and psychological testing and counseling; dental, medical and optical laboratories and blood banks; ambulance dispatch stations, prescription pharmacies and offices, stores and display rooms for the sale and rental and medical supplies and equipment. 25. Jewelry stores. 26. Leather and leather good shops, providing that the floor area does not exceed two thousand (2,000) square feet for separate or combined uses. 27. Optical goods. 28. Photographs, portrait or camera shops and photofinishing. 29. Radio and television sales and servicing. 30. Restaurants, tea rooms, cafeterias, fast food and "take-out" food restaurants. 31. Shoe repair services. 21-3 32. Sporting goods, including gun sales and repair. 33. Tailor, clothing or wearing apparel shops without size restriction. 34. Tires, batteries and automobile accessory sales, provided that such activities occur entirely within the confines of the business structure itself. 35. Variety stores, provided that the floor area of such facility does not exceed ten thousand (10,000) square feet. 21.3 ACCESSORY USES - In addition to those accessory uses specifically authorized in Section 34 of this ordinance, any use may be established as an accessory use to a permitted use when it complies with the conditions for an accessory use as defined in this ordinance. 21.4 SPECIFIC USE PERMITS - Specific use permits may be approved by the City Council following a recommendation from the Planning and Zoning Commission as specifically authorized in Section 45 of this ordinance, subject to full and complete compliance with any and all conditions required in Section 45, together with any other conditions as the City Council may impose. Any use accessory to an approved specific use permit shall be permitted without specific approval if it complies with the conditions for an accessory use as defined in this ordinance. (As amended by Ordinance No. 480-C.) 21.5 DEVELOPMENT REGULATIONS - In this district, the following development regulations shall be applicable (As amended by Ordinance No. 480-HH.): a. Height: No building or structure shall exceed two and one-half (2-1/2) stories, nor shall it exceed thirty-five (35) feet. b. Front Yard: There shall be a front yard of not less than thirty (30) feet. c. Side Yard: There shall be a side yard of not less than fifteen (15) feet; provided, however, where a C -2 zoned lot abuts on the side of property zoned as single family residential, each portion of a building in excess of fifteen (15) feet in height shall be set back one additional (1) foot for each additional one (1) foot in height. Zero lot line development may be permitted on a common interior lot line where construction of a party wall is used and when approved by the City Council after a recommendation by the Planning and Zoning Commission. Where zero lot development is utilized, the equivalent open space and plantings (normally provided in adjoining bufferyards along the common lot line) shall be provided elsewhere within the two developing lots. A concept plan meeting the requirements of Section 41 of this ordinance is required to be submitted with a request for zero lot line development. Approval shall be based upon an analysis of the location, the configuration, and the impact and compatibility of the construction with adjacent land uses. (As amended by Ordinance No. 480-U.) 21-4 d. Rear Yard: There shall be a rear yard of not less than ten (10) feet except where the lot abuts property zoned as single-family residential there shall be a rear yard of not less than twenty-five (25) feet. e. Maximum Lot Coverage: All buildings or structures shall have a maximum lot coverage not exceeding fifty (50) percent of the lot area. f. Floor Area: The minimum size for a separate building or structure existing within this district shall be two thousand (2,000) square feet. The maximum floor area contained within any structure existing in this district shall be forty thousand (40,000) square feet. g. All commercial uses within this district shall be retail sales and/or service type uses selling new merchandise only. h. All exterior lighting designed for security, illumination, parking lot illumination or advertising and which is placed within this zoning district shall meet the requirements of the current lighting ordinance, as amended. (As amended by Ordinance No. 480- GG.) i. Outdoor storage of trash receptacles shall be at the side or rear of the site and shall be totally encircled or screened by fence, planting or other suitable visual barrier. j. Off-street vehicle parking spaces may be located within the required front yard of any retail, office or industrial district; however, such off-street parking spaces shall be on a hard surfaced drive or parking area. k. Maximum Impervious Coverage: The maximum impervious coverage shall not exceed seventy (70%) percent of the total lot area. (As amended by Ordinance No. 480-JJ.) 21.6 ADDITIONAL DEVELOPMENT REGULATIONS FOR BUILDINGS OR USES LYING WITHIN FOUR HUNDRED FEET (400') OF SINGLE FAMILY RESIDENTIAL PROPERTY - In addition to the development regulations applicable to this zoning district, the development regulations in Section 43, Part III, Residential Adjacency Standards, shall also apply. When any requirements in this section are in conflict with any other requirements for this zoning district, the more stringent requirements shall apply. (As amended by Ordinance No. 480-CC). 21.7 SITE PLAN - A site plan meeting the requirements of Section 40 shall be required prior to the issuance of a building permit for any construction in the C-2 district. (As amended by Ordinance No. 480-M.) 21.8 SPECIAL EXCEPTION USES - Special exception uses may be approved by the Board of Adjustment as specifically authorized in Section 44 of this ordinance subject to full and complete compliance with any and all conditions required in Section 44, together with any other conditions as the Board of Adjustment may impose. Any use accessory to an approved special exception use shall be permitted without specific approval if it complies with the conditions for an accessory use as defined in this ordinance. 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