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HomeMy WebLinkAboutContract 49052-A1Date Received: 2/19/2024 Time Received: 1:53 p.m. Permit No.: SWFMA-24-0007 City Secretary No.: 49052-A1 AMENDMENT TO CITY SECRETARY CONTRACT NO. 49052 STORMWATER FACILITY MAINTENANCE AGREEMENT This AMENDMENT TO CITY SECRETARY CONTRACT NO. 49052, STORMWATER FACILITY MAINTENANCE AGREEMENT is made and entered into by and between the CITY OF FORT WORTH, a municipal corporation of Tarrant County, Texas, acting herein by and through its duly authorized City Manager or duly designated Assistant City Manager, hereinafter referred to as the "City", and GS Parks Wellington Venture, LLC a Delaware limited liability company, "Landowner", acting herein by and through its duly authorized representative (JR Thulin) as (Vice President). RECITALS WHEREAS, the City of Fort Worth ("City") and "Previous Landowner" Knox Street Partners No. 15, Ltd. made and entered into City Secretary Contract No. 49052 (the "Agreement") to authorize the use of on -site stormwater management facilities (the "Facility") to be constructed and maintained on a portion of Landowner's property; and WHEREAS, the Agreement was recorded with the property records of the Tarrant County as document No. D217107218 which is one and the same as City Secretary Contract 49052. WHEREAS, the Agreement contains exhibit(s) "A" and `B" that depicts the location and design specifications of the Facility; and WHEREAS, it advisable to execute this Amendment to the Agreement to revise exhibit(s) "A" and `B" in the Agreement to depict changes in location and design changes being added to the original agreement; and NOW THEREFORE, City and Landowner, acting herein by and through their duly OFFICIAL RECORD Revised 03/01/2022 BN CITY SECRETARY page 1 of 6 FT. WORTH, TX authorized representatives, enter into the following that amends the Agreement: 1. Exhibit A is hereby replaced with Exhibit A-1 attached hereto and incorporated herein to the Agreement, consisting of a revised location description of the Facility. 2. Exhibit B is hereby replaced with Exhibit 13-1 attached hereto and incorporated herein to the Agreement, consisting of revised design specifications of the Facility. 3. This Amendment shall be filed with the City Secretary as an amendment to the Agreement and also recorded among the land records of Tarrant County, Texas, and shall constitute a covenant running with the land, and shall be binding on the Landowner, its administrators, executors, assigns, heirs and any other successors in interests, including any property owners association. 4. All other provisions of the Agreement which are not expressly amended herein shall remain in full force and effect. EXECUTED on this the 29th day of February 2024 REMAINDER OF THIS PAGE INTENTIONALLY LEFT BLANK Revised 03/01/2022 BN Page 2 of 6 nA94� 5"Paltd,-Iff Dana Burghdoff (Feb19, 2024 16:39 CST) Dana Burghdoff, Assistant City Manager City of Fort Worth Date: Feb 29, 2024 go=, - Thomas Royce Hansen, Assistant City Attorney 11 City Attorney's Office Date: Feb 29, 2024 WFUMI Jannette Goodall, City Secretary City of Fort Worth Date: Feb 29, 2024 P,evisle d 03101 `21'102, BN LANDOWNER: OS Parks Wellington Venture LLC. a Delaware limited liability company By: JR Thulin Its: Vice President Date 2.26.24 Contract Compliance Manager: By signing I acknowledge that I am the person responsible for the monitorinc, and administration of this contract, including ensuring all performance and reporting zn requirements. _W1^ Rebecca Owen (Feb 29, 2024 10:04 CST) Rebecca Owen, Planning Manager Development Services Date. Feb 29, 2024 OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX STATE OF TEXAS § COUNTY OF TARRANT § This instrument was acknowledged before me on February 29th, 2024 by Dana Burghdoff, Assistant City Manager of the City of Fort Worth, on behalf of the City of Fort Worth. Brooke Bonnell (Feb 29, 202410:43 CST) Notary Public, State of Texas ovpRYP(BROOKE BONNELL a Notary Public Ar * STATE OF TEXAS oFVe� Notary I.D. 134009525 My Comm. Exp. Oct. 11, 2026 LANDOWNER STATE OF Texas § COUNTY OF Dallas § BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas , on this day personally appeared JR Thulin (name of executor) , Vice President (title of executor), known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he/she executed the same for the purposes and consideration therein expressed, as the act and deed of GS Parks Wellington Venture LLC, a Delaware limited liability company (Landowner's name), and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this 26th day of February , 20 24 . s ift • , WENDY COKER I My NotWy lD # 11411019 al; EVku January 27, 2027 Revised 03101/20;," �;�! III 1 Nkt4L Notary Public, Stat f EXHIBIT "A-1" LEGAL DESCRIPTION: • DRAINAGE EASEMENT • METES AND BOUNDS • PRELIMINARY PLAT EXHIBIT "A_1„ *L CM CONTROLLING MONUMENT IRF IRON ROD FOUND ® EASEMENT 30 BLOCK 16•:�•;g1 5 19 5/8" IRF ` 'LJA' (CM) L19 R� �1Z68 ,IpM�,�pCT �,4p. pg5 GS PARKS WEWNGTON VENTURE, LLC INST. No. D222293151 O.P.R.T.C.T. VARIABLE WIDTH DRAINAGE EASEMENT 6.415 AC. (279,438 SQ. FT.) z • a vq ' s• / 57 ' 56 55 \ 54 s WEWNGTON,,>, �e f INST. No. D218078838 O.P.R.T.0 r% `.k�w� 52 51 •� 11 �'� � \ '� 50 °' ,� 10 \ • N�\ � SURVEYOR PREPARING THIS EXHIBIT: WIEN a A880CIATE9s INC. 2201 E. LAMAR BLVD., SUITE 200E ARLINGTON, TEXAS 76006 METRO (817)467-7700 Texas Firm Registration No. F-2776 www.VierAssociates.com Texas Board of Professional Land Surveying Registration No. 10033900 0❑ VARIABLE WIDTH DRAINAGE EASEMENT CITY OF FORT WORTH, TARRANT COUNTY, TEXAS DRAWN BY RJS SHEET NO. 1 OF 5 I APPROVED:, EXHIBIT" T„ \ ��! 3 � N o 7 PLACE OF %°``+�� > BEGINNING Q 1 4" BRASS TxDOT z GS PARKS WEW NGTON \ MONUMENT FOUND l� VENTURE, LLC ry INST. No. D222293161 v \ 1 Q0 / O.P.R.T.C.T. . / N26 53'02"W z 81.47' w Z ,( o Z �1' / U (n / v a` I m 7 5 RIGN�Y Q RZ68 = SAME D? 140. VA IA LE I TH I I 14 A DRAINAGE EASEMENT �I 6.415 AC. I �' (279,438 SQ. FT.) r/ 46 \ C3 4 N 45 O: / 4 N WEWNGTON \�% 5� n INST. No. D21807883 O.P.R.T.C.T. O X 4X too r 43X,� 0L 43 1 w66 ��0 U2Z_ * L E G E N D* / CM CONTROLLING MONUMENT IRF IRON ROD FOUND 11 cq) L5 4 a ® EASEMENT = _ 5/8" IRF _ _ SO17O'34"E "JACOBS" N 30 BLOCK I 27 -26 25 24 23 22 64.01' S/8" IRF (CM) � I II 11 I INASURVEYOR PREPARING THIS EXHIBIT: VARIABLE WIDTH DRAINAGE EASEMENT ,WIEN a ASSOCIATES, INC. CITY OF FORT WORTH, TARRANT COUNTY, TEXAS 2201 E. LAMAR BLVD., SUITE 200E ARLINGTON, TEXAS 76D06 METRO (817)467-7700 RJS Texas Firm Registration No. F-2776 www.WierAssociates.com BY: , SHEET PRONO. 2 OF 5 I I 3 Texas Board of Professional Land Surveying Registration No. 10033900 APPROVED: (aAw%, FXHIBIT " 1" EASEMENT LINE TABLE EASEMENT LINE TABLE LINE BEARING DIST LINE BEARING DIST L 1 S26W'02"E 53.35' L 18 N53106'57'W 422.58' L2 SO17O'34"E 554.92' L19 N09*O3'37"W 28.05' 6 L3 S89 45'44"W 76.31' L20 N81 *54'29"E 14.14' 9 L4 S0074'16"E 4.00' L21 S53i05'13"E 965.35' L5 S894544"W 15.00' EASEMENT CURVE TABLE L6 N0074'16"W 4.00' CURVE ARC RADIUS DELTA BEARING DIST. I L7 S89 4544"W 224.45' C1 127.66' 81.50' 89 4439" N4571'57"W 115.00' L8 N0079'370W 53.08' C2 139.88' 167.50' 47*50'52" N2475'03"W 135.85' i�. L9 N0579'31 "E 27.76' C3 47.91' 70.00' 3972'48" N28 44'05"W 46.98' L 10 N36 *54'51 "E 184.20' C4 19. 32' 38. 00' 29 *07'28" N2271 '08"E 19. 11' L 11 N347959"E 136.71 ' EXIS77NG EASEMENT IDEN77FICA77N TABLE L12 N22'3235"E 81.50' 10' TESCO EASEMENT VOL. 4490, PG 449 L 13 N39 �58'18"W 30.85' 1 D.R. T.C.T. L14 DRAINAGE FACILITY EASEMENT INST. No. 2 N4444'18"W 118.80' D216287252, O.P.R. T.C.T. (TO BE ABANDONED) L 15 N49 "5226 "W 90.57' 30' WIDE PERMANENT EASEMENT AND 3 RIGHT—OF—WAY AGREEMENT SOUTHWESTERN GAS L 16 N51 *00'37"W 52.68' PIPELINE, INC. VOL. 15609, PG 421 D.R. T.C.T. L17 N39'37'00"W 27.68' IRRIGA77ON FACILITY EASEMENT INST. No. 4 D222285525, O.P.R. T.C.T. N 5 30' DRAINAGE FACILITY EASEMENT INST. No. D216287251, O.P.R. T.C.T. 6 5' SCREENING FENCE MA/N7ENANCE EASEMENT INST. No. D218078838, O.P.R. T.C.T. 45' GAS PIPELINE EASEMENT INST No. 7 D205346114, O.P.R. T.C.T. 8 15' DRAINAGE EASEMENT FACILITY INST. No. D216287256, O.P.R. T.C.T. 9 15' WA7FR DRAINAGE FACILITY EASEMENT INST No. D216287250, O.P.R. T. C. T. �I STORM WA7ER FACILITY MAIN7FNANCE AREA PERMANENT DRAINAGE FACILITY EASEMENT INST 10 0 216287255, O.P.R. T. C. (TO BE ABANDONED) 11 7RI—COUNTY ELECTRIC EASEMENT INST. No. 04 D222285526, O.P.R. T.C.T. B, N 0 z SURVEYOR PREPARING THIS EXHIBIT. V//A VARIABLE WIDTH DRAINAGE EASEMENT WIEN $ ASSOCIATES, INC. CITY OF FORT WORTH, TARRANT COUNTY, TEXAS 2201 E. LAMAR BLVD., SUITE 200E ARUNGTON, TEXAS 76006 METRO (817)467-7700 Texas Firm Registration No. F-2776 www.WierAssociates.com DRAWN BY. RJS SHEET NO. 3 OF 5 I 3 Texas Board of Professional Land Surveying Registration No. 10033900 APPROVED: GAM EXHIBIT "A-1" 7� 3 FIELD NOTES - DESCRIPTION VARIABLE WIDTH DRAINAGE EASEMENT BEING A TRACT OF LAND LOCATED IN THE JAMES RIGHLY SURVEY, ABSTRACT No. 1268, TARRANT COUNTY, TEXAS, BEING A PORTION OF A TRACT OF LAND DESCRIBED IN A DEED TO GS PARKS WEWNGTON VENTURE LLC. RECORDED IN INSTRUMENT No. D222293161, OFFICIAL PUBLIC RECORDS, TARRANT COUNTY. TEXAS (O.P.R.T.C.T.), AND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING AT A 4" BRASS TXDOT MONUMENT FOUND BEING THE MOST NORTHERLY NORTHEAST CORNER OF SAID GS PARKS WEWNGTON TRACT, AND BEING THE WEST END OF A RIGHT—OF—WAY CORNER CUP AT THE INTERSECTION OF THE SOUTHWEST RIGHT—OF—WAY LINE OF US HIGHWAY No. 287 (A VARIABLE WIDTH RIGHT—OF—WAY) WITH THE WEST RIGHT—OF—WAY LINE OF WILLOW SPRINGS ROAD (A VARIABLE WIDTH RIGHT—OF—WAY); THENCE S 2633'02" E, ALONG SAID RIGHT—OF—WAY CORNER CUP, 53.35 FEET TO A POINT, BEING THE SOUTH END OF SAID CORNER CUP AND FROM WHICH A 5/8" IRON ROD FOUND WITH A CAP STAMPED "JACOBS" BEARS S 2653'02" E. 81.47 FT; THENCE S 01'10'34" E, ALONG THE EAST LINE OF SAID GS PARKS WEWNGTON VENTURE LLC TRACT AND THE WEST RIGHT—OF—WAY LINE OF SAID WILLOW SPRINGS ROAD, 554.92 FEET TO A POINT FROM WHICH THE SOUTHEAST CORNER OF SAID GS PARKS WELLINGTON VENTURE LLC TRACT, BEARS S01-10'34" E, 64.01 FEET; THENCE S 89 45'44" W. 76.31 FEET TO A POINT; THENCE S 0014'16" E. 4.00 FEET TO A POINT; THENCE S 89 45'44" W. 15.00 FEET TO A POINT, THENCE N 00106" W. 4.00 FEET TO A POINT; THENCE S 89'45'44" W. 224.45 FEET TO A POINT. BEING THE BEGINNING OF A CURVE TO THE RIGHT; THENCE NORTHWESTERLY. AN ARC LENGTH OF 127.66 FEET ALONG SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 81.50 FEET, A DELTA ANGLE OF 89 44'39 AND A CHORD BEARING OF N 45'21'57" W. 115.00 FEET TO A POINT, THENCE N 00 29'37" W, 53.08 FEET TO A POINT, BEING THE BEGINNING OF A CURVE TO THE LEFT; THENCE NORTHWESTERLY. AN ARC LENGTH OF 139.88 FEET ALONG SAID CURVE TO THE LEFT, HAVING A RADIUS OF 167.50 FEET, A DELTA ANGLE OF 47'50'52", AND A CHORD BEARING OF N 2425'03" W, 135.85 FEET TO A POINT, BEING THE BEGINNING OF A REVERSE CURVE TO THE RIGHT; THENCE NORTHWESTERLY, AN ARC LENGTH OF 47.91 FEET ALONG SAID REVERSE CURVE TO THE RIGHT, HAVING A RADIUS OF 70.00 FEET, A DELTA ANGLE OF 39*12'48m, AND A CHORD BEARING OF N 28'44'05" W, 46.98 FEET TO A POINT; THENCE N 05'19'31" E. 27.76 FEET TO A POINT, BEING THE BEGINNING OF A NON —TANGENT CURVE TO THE RIGHT; CONTINUED ON PAGE 5 OF 5 NOTES: (1) ALL BEARINGS SHOWN HEREON ARE CORRELATED TO THE TEXAS STATE PLANE COORDINATE SYSTEM, NORTH CENTRAL ZONE 4202, NAD OF 1983, AS DERIVED BY FIELD OBSERVATIONS UTILIZING THE RTK NETWORK ADMINISTRATED BY ALLTERRA CENTRAL, INC. (2) THIS EXHIBIT WAS PREPARED WITHOUT BENEFIT OF A CURRENT TITLE COMMITMENT. (3) THIS SURVEY WAS MADE ON THE GROUND DURING THE MONTHS OF JUNE THRU AUGUST, 2022 UNDER THE DIRECT SUPERVISION OF GREGG MADSEN, R.P.L.S. NO. 5798. SURVEYOR PREPARING THIS MIBIT- V/A WIEn & ABSOCIATES, INC. 2201 E. LAMAR BLVD., SUITE 200E ARLINGTON, TEXAS 76006 METRO (817)467-7700 Texas Firm Registration No. F-2776 www.VerAssociates.com Texas Board of Professional Land Surveying Registration No. 10033900 VARIABLE WIDTH DRAINAGE EASEMENT CITY OF FORT WORTH, TARRANT COUNTY, TEXAS DRAwN BY:RJS ISHEET NO. 4 OF 5 APPROVED: EXHIBIT "A-1„ 7i g 3 C4 N FIELD NOTES - DESCRIPTION VARIABLE WIDTH DRAINAGE EASEMENT CONTINUED FROM PAGE 4 OF 5 THENCE NORTHEASTERLY, AN ARC LENGTH OF 19.32 FEET ALONG SAID NON —TANGENT CURVE TO THE RIGHT, HAVING A RADIUS OF 38.00 FEET, A DELTA ANGLE OF 29'07'280, AND A CHORD BEARING OF N 22 21'08" E. 19.11 FEET TO A POINT; THENCE N 36'54'51" E. 184.20 FEET TO A POINT; THENCE N 3429'59" E. 136.71 FEET TO A POINT; THENCE N 2232'35" E. 81.50 FEET TO A POINT; THENCE N 39'58'18" W. 30.85 FEET TO A POINT, THENCE N 4444'18" W. 118.80 FEET TO A POINT; THENCE N 49.52'26" W. 90.57 FEET TO A POINT; THENCE N 51'00'37" W. 52.68 FEET TO A POINT; THENCE N 3937'00" W. 27.68 FEET TO A POINT; THENCE N 53*06'57" W, 422.58 FEET TO A POINT FROM WHICH A 5/8" IRON ROD FOUND WITH A CAP STAMPED "LJA" BEARS S 4453'57" W. 576.28 FEET, SAID IRON ROD BEING THE NORTH CORNER OF SAID DABORNE DRIVE (A 60' RIGHT—OF—WAY) AND AN ELL CORNER IN A SOUTHWEST LINE OF SAID GS PARKS WEWNGTON VENTURE, LLC TRACT; THENCE N 09"03'37" W. 28.05 FEET TO A POINT; THENCE N 81'54'29" E. 14.14 FEET TO A POINT IN THE SOUTHWEST RIGHT—OF—WAY LINE OF SAID US HIGHWAY No. 287 AND THE NORTHEAST LINE OF SAID GS PARKS WEWNGTON VENTURE, LLC; THENCE S 53.05'13" E. ALONG THE SOUTHWEST RIGHT—OF—WAY LINE OF SAID US HIGHWAY No. 287 AND THE NORTHEAST LINE OF SAID GS PARKS WEWNGTON VENTURE LLC TRACT, 965.35 FEET TO THE PLACE OF BEGINNING AND CONTAINING 6.415 ACRES (279,438 SQUARE FEET) OF LAND, MORE OR LESS. NOTES: (1) ALL BEARINGS SHOWN HEREON ARE CORRELATED TO THE TEXAS STATE PLANE COORDINATE SYSTEM, NORTH CENTRAL ZONE 4202, NAD OF 1983, AS DERIVED BY FIELD OBSERVATIONS UTILIZING THE RTK NETWORK ADMINISTRATED BY ALLTERRA CENTRAL, INC. (2) THIS EXHIBIT WAS PREPARED WITHOUT BENEFIT OF A CURRENT TITLE COMMITMENT. (3) THIS SURVEY WAS MADE ON THE GROUND DURING THE MONTHS OF JUNE THRU AUGUST, 2022 UNDER THE DIRECT SUPERVISION OF GREGG MADSEN, R.P.L.S. NO. 5798. SURVEYOR PREPARING THIS EXHIBIT: `�n& WIEN & ASSOCIATES, INC. 2201 E. LAMAR BLVD., SUITE 200E ARLINGTON, TEXAS 76006 METRO (817)467-7700 Texas Firm Registration No. F-2776 www.VierAssociates.com Texas Board of Professional Land Surveying Registration No. 10033900 rA,!'i FR�o+y GREGG A. E. MADSEN 5798 VARIABLE WIDTH DRAINAGE EASEMENT CITY OF FORT WORTH, TARRANT COUNTY, TEXAS DRAWN BY RJS SHEET NO. 5 OF 5 APPROVED: 'i 143.11 ACRES REGAL CENTER 1. PHASING SUMMAR% D[p[�� (DRILL SITE 1) f C.C.Q D214266NQ �� INAREA 1 UTH. PCTURE I. BANE MOUND ROM NEST NONE 4 ACRES _WMIC OIL. GAS HASE & MINERAL L E AREA 1 NORM, PHASE 1 JENKINS SAM"'. WILLIAM W. KINNEY AREA , 0" PHASE 2 AND VIRGINIA BARNES MCKINMMMEY, AREA 1 NORTH, PHASE 2 INDIWDIMLLY AND AS TRUSTEES AREA 2 PHPSE I i0 /0\1/ 1 nrsFA 2 PPHnsE 34 MITCHELL ENERGY f%1PROPAT N C.C.{ D169067564 1 ZONING: "AG" AREA 2 =E 3B O.P.R.T.C.1. 4.20 ACRES ULTF ILY BLOC 15 LOT 53 NONE TRACT 2 MULIIFAIAILT BLOCK I6, LOT 51 NONEC SO' WIDE PERMANENT FASEM CROFOI CATTLE 'O�MPANY. INC. $ MULTFAMILY BLOCK M, LCT 48 Go@ AND RIGHT-OF-WAY AGR C. SOUTHWESTERN GAS PIPE c - • LK VOWME 15609, PAC 1 D.R.T.C.T.- - 1� LAND USE SUMMARY \) LINE BEARING DISTANCE Beni oar m L1 52RB2'48"E 111132' 0.987 ACRES SIGN PROPERTY ✓\/J Ivy mnW ( E2 NO1.27'11 Y/ 165.T' N_INVESTMENTS, .C.� D20]085402 1D sem.,m - eea IS L4 US NOT46'34'W S- 1'11'E N4 5'42"E 207.96' 42.44' 2520' ZONING: 'I" Y4e - • ne ,u ma L6 L] NaB33'19"E SOO'32'51"E 1OODS' 9999' LB SB9'34'OOV 100.52' 1OtlL % Be69/ -/ LITNOV16'46W 99.91' / v \ REVISION SUMMARY: AREA 2 LOT UYOUT CHANGED ADJACENT PROPERTY INFORMATION CHANGED C) rF"hI �cV1y I�I W I ZONING: "AG" �I 4 y �L I'A�%�YEWF'•.�;�E.i \_. i 6106J ACRES " \ /,9\ ZDNIN 'I" p 100 Zp auu _ Y. �,• •BR[I X,3ET1fAC : 2z , 2 R DE TEND N NOTES xTx 6 e y1; COMPANY, x0• "1'([. 1. IMF NTION NOTES REFERENCE B50 I s z6 1 COMPANY, INC. \ �F PR RMAA Y SUMMARIZED IN OVED _ J :::: j �y( :• a !M C.C.0 D201315s9J /K• /%'/Q PRE WART iSWM FOR NEll1NG LEGEND 31, lot O V%y (SU TTED AUGUST 15, 2014 AND TREE PEPoMETER N— Rj APPRO ON SEPTEMBER 3, 201L). it G (BASED ON FERIAE PHOTOGRAPHY) R • i� �r H NIURE TAILED HTORAUUC NO,E 9��N No,6 1 r w9 ��' �. : �• wa `, CPLCULA NS DRAINAGE ASSUMPTI ��;" (• •,: •, �,(:, ""::: K A �� T ' 0,1:., CHANGES D 0 DESIGN IMPROVEMENTS — ' ' Cltt OF FORT WORTH CRY UMRS LINE 1 •• •"''''�'�" •"• N'' DIRECT REVISI IN TO THE SIZE, LOCH ON, PHASE THE 2 _ ACHEIVED 0 G DEVELOPMENT MAY YN w K to T z2 2.l 24 25 I26 �, • e �• • • • • �y�„E j Oy. �' ND STORAGE LUMES OF DETENTI N BLOCK FACE c _ • , . , , , , se BOp��' \� 2. AN DPPROXIMATE IENTION STORA 1z ,� ZONING LINE 143. Z AC 11 ST L �_.).-JIIy}`3 VOLUpME OF 23.4 A -FEET IS TNT Om EGM CENTER LLC Y •fie • • ' ;•,;�t;:u40 sT I yd t/' \ ZONING: "C" THIN'TTO FLY SH N OF BLOCK PON C.GY D21 L2880B9 "' s 1 S TO LY SHO ON BLOCK 3 , 0 OPEN SPACE jj,,•::::.. 1tt1,, '.l•:::::"• : •.: Ma[x'4¢:: • • ••:. :4' 4 L . ; ; ;� ,�.,'.',.,'.•,'.,1 :::: • . • a I ��ANT AP XIMA DETEN STIXRA E ® LOCATION OF LONG BLOCK RIGHT-OF-WAY EASEMENT sly i ®21 _ VOLUME -fE IS INIY DED ENTRANCE ISLAND LOT (SEE NOTE 4) • ••� •:�• . � • �— 15 1 S \ IN 1HE 1PRI OF P C.C.S 205220122 •• I R I, 1 ::: to t µ:. - \ �/y \ CHFYAT ALLY OKN BL 1. O.P.R.T.CT `I--r :•:: P 52 ♦ LOT REQUIRING GAS LINE RELOCATON (GAS LINE TO RELOCATED ♦ I !,o �.Y s i •: ::::• 11'T W. O d. \ y ■ LOT REQUIRING PRESCRI USE R.O.W. EASEMENT TO BE ♦ , • �— s e 5' LECTRIC EASEMENT TO BE VACATED (NONE WITH REVISION) ABANDONED) I5 H • • • • •• • �•'•' VOLU E 4490, PAGE 449 POINT 0 u Z • m, I2 .T J , r 2 5 s 0 D.R T.0 T. THIS PLAT HAS LO TOTAL K 161 NON QU OE) BLOCK � p0 �� � FACES & 1 LONG BLOCK (WPNER REQUEBTED) AREAE, Is C NNING m I 12 NOTE$' q Y 80 �s 1 DIRECT ACCESS FROM MOUND ROAD RESIDENTIAL Cltt OF T • • 2 , + ` DRIVES ONTO BLUE MOUND ROAD IS PROHIBITED. le 1 1729 #�s �4 /AO si 30' W14E PERMANENT EASEMENT `�\; `\ L1 2 DIRECT ACCESS FROM SI GLE/DUOF B UEBMOUNDL rao� 4 llUU IJ a to D pSiH dl B y 3 •RI T-OF-WAV AGRE[[ ENT N JURIS ION • • i , t sass 4[ RUNIVIOAD) ONTO STREET 2 (SANS OF BLUE MOUND \ 49 z i o l L T a SOUTHW ERN GAS PIP ,�� ROAD) IS PROHLESS OM _ /,•; VOWS 15609, PAG 421 1� L4 �6 e ° D.R.T.C.T. M i 3. DIRECT ACCESS FROM 5 (SOUTH RESIDEN .. 13 rew • o - 30' WIDE PERMANENT y B- 'i0 I �S A (' ORIY£S ONTO STREET 45 (BOUS OF BLUE MWND X 2973 ACRES rzaNx EASEMENT AND pII1II 60 pss 66 •\ 40' RO'N TO - \ ROAD) IS PROHIBITED. 31-W MALTY. LLC a' _ e P L RIGHT-OF-WAY I : • K `I��- BE DEDICAT ENTRANCE ISLANDS ILI REQUIRE SEPARATE LOT GC.R 12045316 ava" "'•'•.��'� ''lrP� PIPEUNE EASEMENT - AND BLOCH NUMBERS AT ME THE OF FINAL T Y� \\ SOUTHWESTERS CAS A� PLAT. THESE MEDIAN LOTS SHALL BE CALLED J_ 0 PIRT.C.T. / _ e e1N •"' 16 a ;•wY9;•;•:;:: :; C.C.�D205346114 - - 35 • PIPELINE, INC. el+ • •,♦ s \` I OUT AS AN HOA LOTS AND SHALL BE MAINTAINED �{ VDIT 15809, PAGE 121 I ::. ,,'? ,4 .bWAI.tv�:;��¢ /� I `O.P..T.Ce� I i BY SE H.O.A. PROPOSED LOCATIONS FOR y 11W'ry�p525 \ �• 1 \•4- e D.R.T.C.T. _ - — - 0v _ arec 0 j DECORN M MEDIANS HAVE BEEN DENOTED VMTi Mlal ^ A N ON THE PRELIMINARY PLAT. rF I M1 D•LO20TT e s •y _ - - _ - - _ O a� a ` \ 5. ROW CORNER Y DEDICATION A TRIANGULAR pG C Rt � a4 1 I RIG G FEE WAY SUREDAT MEASURING 10 FEET lI O.P� � � ': : •� � � _ '� �.• •sna \� 1 N I I � S BY 10 FEET, MEASURED AT TIE PROPER tt UNE, D IS REpUIRm AT TIE INIERSECTON 6 1W0 a�% �' N STREETS. •�oB .a • •ai T \ �~♦ 5 Ip'B •I tzl i5 L �� ©ti - 1 cm410e1 F B. ALL PUBUC STREETS AND 6V ROW IN ME TO ETJ m' \� y z0 z' -♦� fi a J a IT �e 29 s •®'zo°d°n SHALL BE DESIGNED ANO CONSTRUCTED TO I - - \ '\ zo 2 Is s M1; TPRRANT CWNtt SUBDIVISION AND LAND USE ` Y ON 22 23 a: •©lo ®35 zsT zAz I zze REGULATIONS. \ :W ,e L z z I ; - I II I ,,[ N• 9 Z AT.HS MUST NOT INTERFERE WITH NTERSECTION 1 _ 1 zT �� - s - M1;•11• 8. PRIVATE OPEN SPACES (P QS) TO BE DEDICATED TO AND MAINTAINED S HOA✓ ZONING: 119E ACRES `E" \ f 1% ♦ JYSON LAND PARSERS. LTD. PRESCRIPTIVE 12�USE O.W. 140966 3 AC'. TADP R.TCT. W \ i • /•�•• • • . 23 343 ACRES ♦ - �N., • • 0.23 ACRES DBE REALTY INVESTMENTS. L10 � 4 So GAS T a_ , :VY: , PIPELINE. INC. /® a e' a le 6. - •+% h\ 11y 12 4 C.C./ D20400535fi C.C.{{ PR03085401 S way ♦ �•.� ti?FI�.� A ©1 O.P.R.T.C.T. j m f r i r1� . ('i — — •sv.... .a« ers n.vNl,_ti 'M �Ti"R I cEL z \ R ... ... - ._ ... • • • • � SC7=J � _ MOUND ROAD HNSUET PROPERTY s •,: Mourn 'Nm'w: / ® p.✓c ..1::: Se ♦. 34 . ^ za a z a MATIC LINE SEE SHEETMATCHLINE SEE SHEET 2 Y N EMB£ wD H I J� o T ! viaraz wm�r 5 II }� •'• �5.4MOUND ROAD =A_ mErv.,E 2+'1"rF4a- + \ A� T,�f 9 I L©az iyp'�•y. ..� I OU ROAD 404) 'OELE a i tI I♦ Jy ' \ ' { SOH RESGVE R 11-1A I\ 2 L I1z p tsf4 �'�tS1iy Q VACAT��11111111i11i 1i PP - 014 - 046 TYPICAI DT DIAGRAM PRELIMINT,4RY PLAT BLOCK LENGTH TABLE DWNER/DEVELOPER: I CORHER WELLINGTON KNOX STREET PARTNERS NO 13 I.M. - - - - CUP 615.19 ACRES C., IN STREET, SUHE .1 Iaac - - - - - - - —W. oALLAS, TX 15205 1� - - _ _ _ _ Ro OUT OF THE sURWY CONTACT: BEN LUEDWE lym _ _ - - _ _ 010' M.E.P. k J. RICMILV SURVEY, PBSRNDT NO 12. ABSTRACT NO PAID TIE 1 Nac _III_, - - TYPICAL CORNER CLIP DETAIL IN THE _ sTREEr-smEEN.r INTERSEcnoN CITY OF FORT WORTH, NGINEER/PLANNER: I%m - - -Y - _ - - 6 M �r. j _ _ _ _ TARRANT COUNTY, TEXAS I%« - - - - - - - - SERVICE PROVIDERS: REFERENCE NO: ZC-14-OD p 301] M1NH PM1Me N96210T10 IMac - - - - _ _ _ _ DES DATE: DECEMBERR . 2U14 SUAa 3W RESUBMITTAL DATE: DECEMBER 9. 2014 SCALE I=200 N I%m - - - - - - - RBC FYI REVISION SUBMITTAL NOVEMBER 23. M15 FON WONT. Terns 16107 ERN-F-1386 I� _ _ _ wA REVISION SUBMITTAL: DECEMBER 26,2017 w I Nrcx a um ��: u • a to wv van MCMc u um ,e'e - _ _ . _ _ _ siY[8 5w6cE ,emwxLsr ® M REVISION SUBMITTAL MAY 29,2018 M REVISION SUBMITTAL OCTOBER 25.2019 MAP SCO: I Bacx ,e u,ls t-z4 "W" aaee v uns ssw tlwi1' Nmc v uns v-ss eM' a¢x v uns I-, wo Nrcx x uns 4z-4s Im' Naoe 4z urt s v, Nm 4e uns Iti m Nao, ee uns Ia-.w tl•o Mm, ss uns I -II eat Narx T4 mn I -a v, �� mlw FYI REVISION SUBMITTAL NOVEMBER 14, 2022 19A,19E, S, 19F PROJECT NO 0005 BLOCK LENGTH 1­1 U.m _X 7.. .1 —S ­_ I.A—.I ­ ,.S ­_ .N_ _m _. — _.. . =��_ nox1�1" II I I 1 1 —1 "1 "a", I UI jS jj ffi =7 7. 2, TA.- �2 11 11' z =n .21 1� 17 1. 171 I —MY =:2 =:7-". 711' 11 1 1-12 2-- 7. =:-�l m 1-1. AII 7 T"' I 2 21 .—Il 400 IN LIN MATLAILINE SEE SHEET :Fx_ RES P '-' ­ IS D21.1.7.- BE VACATED FAMILY MUST o ZONING: "E' RESIDENTIAL DRIVES ONTO BLUE MOUND L ROAD IS PROHIBITED. DIRECTACCESS FROM SINGLE/DUPLEX ESIDEN AL DRIVES ONTO STREET 2 (SUM OF BLUE MOUND ROAD) IS 14• 7i 11 ACRES I DIRECT ACCESS FROM SINGLE/DUP EX x, ­ RA NERS, RESIDENTIALDRIVES ONTO STREET 45 •••••(SOUTiIS_ 0 BLUE MOUND ROAD) IS A 1.7j N, % lA096673 T.C.T. ENTRANCE ISLANDS WILL REQUIRE SEPARATE ROW LOT AND BLOCK NUMBERS AT THE TIME OF BE DEDIII D FINAL PLAT THESE METRAN LOTS SHALL BE CALLED WT AS AN HOA LOTS AND 1- ACRES SMALL BE MAINTAINED BY THE HUILA. ....... PROPOSED LOCATONI — DECOIA- -2t % N MEDIANS HAVE BEEN DENOTED HIM A + Ka�ON TIE PRELIMINARY PLAT. ROW CORNER CLIP - A MIANGLILAR RIGHT-OF-WAY DEGICATION MEASURING 10 O.R.T.C.T. 0 T.Cj FEET BY 10 FEET, MEASURED AT ME ....... —1 ME. IS REQUIRED AT ME INTERSECTION OF TWO STREETS. ACCESS EASEMENT 6. ALL PUBLIC STREETS WM 60' ROW IN ME 70' ELE EASEMENT ETJ SHALL BE DESIGNED AND CONBIRUCTEO I�I�I -.-I LAND USE REGULATIC DIRIVEWAY LOCATIONS M ST NOT TERFERI X WITH INMRSEC70N FLSNGTION PRIVATE OPEN SPA. (P I ) TO BE CITED TO AND MAINTAINED BY H.O.A. 4-RE CAS pipm RICHLY, JAMES SURVEY E SUE PORTER M05 v—k\ O.P.R.T.C.T. ING. (DRILL SITE 3) to R.0.1 C--- N. a ACRES E "AS CLIP F'G KIM ol M, AND AS pICAL CORNER CLIP DETAIL CORPORATION RI A EN GY STREET -STREET INTERSECTION G.C.j D189067— O.P.R­ I �-. T TYPICAL 1 DT DIAGRAM 11237W 10 WILLOW RIDGE TM S.•C C.# MlIM1094 P T.C• .T. DIRM. ZR7 AIR EXTRATER'"RMIL WIL Ly _NC. C. C. C. C. .# 0 _1 LEGE iL PP - 014 - 046 TREE PERIMETER S89`41 44"W 3726 73' E NO. 2 AC (BASED ON AERIALPHOTOGRAPHY) B2 Z,, � P.. A. NORRZ AND WIFE, PRFLIMIN�AY PLAT IT I CITY OF FORT WORTH CITY UNITS LINE TENESA K. NORRIS DID C.C.f _­ PLZIII 154.26 TERESA NI D PHIU_IP A. O.P.R­ OWN ER /DEVELOPER: PHASE LINE HPC ­GTON NANCE NORRIS WELLINGTON ER NO 29 C.C4 G-1— GUC 615.19 ACRES "'T D2.117 I KNOX SMffT PARTNERS NO 13 M. 17.37 RES 121 � KN X STREET SUITE 105 BLOCK FACE D — — — — — — — E DALI-AS, TX 75205 001999 P.,.T.G.T. OUT OF THE F ZONING LINE CON- BEN LUEDWE I.E.P. I I.R.I. GO SURVEY, ABSTRACT NO. 1111, AND 11 - --- - - - - - - -- J. RIGNI SURVEY. — NO. 12. OPEN SPACE WORTH LAND TJGE RLTMINARY' LINE BEARING DISTANCE ENGINEER/PLANNER: LOCATION OF LONG BLOCK Ll S2 52'45'E 134,82' 1, ACCIESS IN THE NO,* TERESA NORRIS NO HUB CITY OF FORT WORTH, 27 1 LIM 165.31' P ILLIP A. 0 ♦ 207,96' C.C./ D20 1 121 TARRANT COUNTY, TEXAS Iy ENTRANCE SILAND LOT (SEE NOTE 4) REFE 0: W-14-027 SERVICE PROVIDERS: SEE RE CE N h- �'D I LOT REQUIRING 1�1 CAS LINE Ill. ATION I 9'17"E O.P.R.T. . . I 5 REQUIRING Us N4V 5'47"E 0.20' FILE DAIS:1EMBEI 22, .11 2 0 LOT PRESCRIPTIVE USE R.O.W. CITY OF ED N mNVAiv RESU­ AM: DECEMBER S, Z­ SC- 1 SUBMITTAL NOVEMBER 21 111 FM WOM. Texas FYI REVISION I SOO12'51'E S.SR' REVISION SUBMITTAL: DECEMBER 26.2017 FYI REVISION SUBMITTAL. MAY 29.2018 7. 1 100 52' mwATm souk FYI R SON SUBMITTAL OCTOBER 25.2019 MAP 3� FACES & 1 LONG BLOCK (WAVER REQUESTED) Eli 99S7' P, 76ID7 TO BE VACATED (NONE WITH REVISION) EXTRATERRITORIAl- US THIS PLAT' HAS TOTAL OF 161 NON CUL-DE-SAC BLOCK JURISO _A�l 1 RA.T.212' EXHIBIT "B-1" CONSTRUCTION PLAN SHEETS: • COVER PAGE • DRAINAGE MAPS • POND SECTIONS • DETAIL SHEETS THE CITY OF FORT WORTH, TEXAS FORT WORTH PLANS FOR THE CONSTRUCTION OF WATER, PAVING, DRAINAGE & STREET LIGHT IMPROVEMENTS TO SERVE WELLINGTON MULTIFAMILY ( LOTS 1 & 2, BLOCK A) MATTIE PARKER MAYOR DAVID COOKE CITY MANAGER MICHAEL OWEN, P.E. CITY ENGINEER, TRANSPORTATION AND PUBLIC WORKS DEPARTMENT CHRISTOPHER P. HARDER, P.E. DIRECTOR, WATER DEPARTMENT IPRC RECORD NO. IPRC23-0119 CITY PROJECT NO. 104924 FID NO. 30114-0200431-104924-EO7685 FILE NO.-pL-2.QFFt XD 717 OJECT N T"sCATION E MOUND RD W PXRD 30ND35 �_ 11 TARRAN- PKWV 287q� l 0.111 LOCATION MAP NTs MAPSCO NO. 19A/13 COUNCIL DISTRICT 10 220 pnF_11111 w' Try 4 RA>aDAu DVtOLEY <rccxsE: 'S`' �11IJD2 OWNERIDEVELOPED BY ' w PREPARED BY: GS PARKS WEWNGTON VENTURE, LLC WIER S, ASSOCIATES, INC. WDEASTIASCOUNASBLVD,SUITE2100 ENGINEERS SURVEYORS LAND PLANNERS IRVING, TEXAS 75039 2201 E U MR BLVD., SURE 200E ARUNGTON, BD6AS 76006 METRO (817)467-7700 TELEPHONE NO 4D9.41 ].650] T— P. Reg*.*. No. R-2778 AI.Y'CfA otiotsmm I'� I'�/� CONTAPCH RANDY EEAARDL Y, P.E. November, 2023 EMAIL FAX (81 46777713 es.wm 91 SHEETINDEX SHEET NO. DESCRIPTION CWER SHEET 2-7 HORIZONTAL CONTROL PLAN & PHIC LEGEND S-10 URLICNOTEG 1113 DEMOLITION PUN UNITI 14 OVERALL WATERp EANITARYSEVVERIMPROVEMENTS 1IDAN 119 WATER PLAN AND PROFILE GM6 WATER DETAILS E IMPROVEMENTS 21 PRE-DRAREA MAP DRgNAGEAINAGEAREAMAP 3— STORM DRAIN CALCULATIONS 34 OVERALLSTORMDRAINPIAN 3— STORM DRAIN PLAN &PROFILE RAIN PROFILES RAIN PLAN & PROFILE 4&S7o RAIN PROFILE STORM DRAIN — DADORNE a WILLOW SPRINGS DRY LANE -70 STORMDRAIN DETAILS 71 OVERALL GRADING PLAN 7-6 GRADING PUN 77 WILLOW oRNETYPICAL SECTIONS Z7& SPRINGS ROADTYPICALSECTION . DASORNE DRIVE PLAN &PROFILE WILLOW SPRINGS ROAD PLAN & PROFILE PAVING DETAILS AFFIC CONTROL PLAN =1 —SPRING. ROAD SIGNAGE& PAVEMENT MARKING LAYOUT 9— SIGNAGE& PAVEMENT MARKING DETAILS 95 OVERALLSTREET LIGHTING PLAN DRNE STREET LIGHTING PLAN WILLOW SPRINGS ROAD STREET LIGHTING PLAN FRONTAGE -A. 102 BEET LIGHTING PUN 99-STREETiSLIGHTING DETAILS 103 _M GENERAL NOTES 104-105 'MM GO STRUCTIONPIAN 106112 'MM CONSTRUCTION DETAILS m M 0 a 0 DIRECTOR'S DESIGNEE FOR CONSTRUCTION DATE: PLAN APPROVAL RESOLUTION NO.XX-XX-XXXX o � 5 REVIEWED: DATE: PROJECT MANAGER` X-27915 a � fl REVISIONS � � xG p oERasnox oA]E ^ � \ \ FBE--IN-EAR-w DAL _TIO9 -DItt F4rt3Nox5 REBOEL REBOEL B��� Tm,a) �1 REMas 3 o za 0 ,Tr � NA 5 EA 9 Ea a Ea Ar ee 34ee eez :54M B„52 Droe�bo�eSxaP� r D O3-A 38Pe ,044 4SSM 838]M 7.1 UI O a OS-0 38.88 3166 S5 8Y2 373 531 935 4DesienP .' LEGEND a OS-1 560 5fi0 308 655 802 12S 1].6 310 DBI Point%1 \ \ 1 osa li as lizae �oo ass eoz si ee eo DD "PONR3 A -I DRAINAGE AREA DESIGNATION z z T \ i oo — T DB�.Po�N. x x DRAINAGE AREA (ACRES) a h r O_ 71ssz 7s sz �� 50D is0 323 455 eoz 17A z3z 4ase osos Pemns WATERSHED LIMITS 1 150 045 1s0 Jz3 ass eoz 1s zoIr� .ire 1 DPA 22851 12308 7552 3141 10920 150 J2J 4S5 BD2 352T 4968 8756 SUM OF ALL URAIN4GE AREAS 1 FLOW DIRECTION ARROW N' 1)DE8IGNCP RAFROMCIIYOFFORTWORTH STOR YW RCRTERAMANUALDATED SEPETEMBER29,N15. rn /Y 2)OFFSIIE DRANAGE ARFANFORM O FROMCIIYOFFIXT1M1tlRT,PRQECT101824PREPAREDBYU OBSONOCTOBER2018 537 EXISTING CONTOUR o 3 NOTE: O m _ a REFER TO EXISTING ON -SITE 1 4580 \ DRAINAGE STUDY DS-23-0075 v 870 802 - DESIGN POINT 07 828 6 0100 83.7 CFS g S y 6`I' Bryn Bt \ m A- I vy 606 w m 822 7.90 �IGN POINT }2 � �. °S 1010D = 68.5 CFS DESIGN POINT }3 JI @7 \ zzo EXISTING���� DESIGN POINT 0100 = 80 (PS _ {E OF gMl F 822 21- RCP o a. O7 DO = 124.5 CFS 12 -> 12 612 X-25453 *44 •] g DESIGN POINT }4 ... , 0100 - 43.7 CFS......'I /y EIGSTIN .S- q STING\ BO4 $ 5 104957 EARDLLY 3 EXSSTNG �^ -]I 4' RCB m �....:......................... 48" RCP 36 RGP 1 .45 4'j T _a <CCN3F•: '_; It %-25453 X_2S4531 '=�_ s R 4(19) '\ a I f t/ a9sf O m d y 1 f, _ DESIGN POINT #5 'ryl E 644 .S- - 1I \ 0100 - 15.9 CFS f -, F 2.38 1 y 7771II \�X1 6'X5'G 11I30/2 Z x p e76 p `5'X4N RC� 2 - 6'1(1 ROB 3 ` F-14(1 g) CONSTRUCTION NOTES o '✓k E- .� g70 R) m m 110, e S- EXISTING Os XISIING 9--F w 840 7.89 .S- 24" RCP X3' ROB \ 0.6- d• 2.88 X-25453 � O DP #I RF B'K19, EXISTING L4 T1E CON1RAClOR SHALL CONTACT THE FIXLORNC AT LLAn 48 HOURS PRIOR TO ,S- B03 RCB'C EXCAVATING AT EACX LOCATDN: I.21- DESIGN POINT X-`23556 \ NBERu(aH])(zu)]as-e]a W ,� ATRT V.a�R1M]MA J4t8 �G5 PEAK DISCHARGE FO ]FR OEPT.- OPERA]IONS (1117) s9z-wn ]I y FgfT NVtTH — (81T) 871-8100 454.3 CFS AMOS EIIEROY (888) 324-868] ON INK (GAB; IK C,0 C (88B) 31Y6862 lRIIO 940 3W-1033 W 9 '1 X-23556m.50 1RI-COUNtt ELECTRIC (81])) 75Y8180 U 6 N rMO �� Y I ALL OTER FACUTES 1-860-OIFlESS 804 PROJECT BENCHMARKS EXISTINGIII BENCHMARK A BENCHMARK B LD T •RCP %'-CUT CENTER OF HEADWALL N: CUT EDGE OF HEADWALL /T II X-23556 \ N: =7470.02 N: 703058.37 832 3y r' 3 Bj� I E: 23074T0.02 E: 2308081 4P6`\ IIII ELEY. 811.99 ELEV: 808.09 T 5.5 mm z ail CRY PRU14- fIOIV24 Q, 'r S lOC6m DR(Y8-� '1 II-i 8p8� F/O 1JOr11-OZGW.Jr-io49z4-E07BB5 3 & @ ANPSCDB W0. 015f5/B 832 X-z7915 - gy RANSPORTATIONANDPUBKS BOB6O6 O 250 500 750 TRANSPORTATIONAMNENG & CAPITAL PROJECTS DIVISION a 824 PREPAnm ar. DDDrmolm Ew r � � � � AM M VWEA 6 A880 SIATES, INC. -- -- KIM ONROR= SURVEYORS LAND PLANNERS a i CAUTION I I =1 E ~ M 9RE 288E AMIMFDN, RXIS 711008 METRO (817)N7-P08 828 EXISTING UTILITIES ARE INDICATED ON THE ]� Re1 9g904W0 N" F�C798 .nln"M°d°M'mn LL \ 95 PLANS FROM AVALABLE INFORMATION. IT T 7 7�T T SHALL BE THE RESPONSIBILITY OF THE WELLIIV G 1 ON MULTIFAMILY \\\\\\!!! @ CONTRACTOR TO VERIFY THE LOCATION OF F Lj ALL UTILITIES, TO NOTIFY ALL UTLITY U. VVG COMPANIES OF THE CONTRACTORS OPERATIONS, TO PROTECT ALL UTLRIES FROM DAMAGE, PRE -DRAINAGE AREA MAP TO REPAIR ALL UTILITIES DAMAGED DUE TO THE CONTRACTORS OPERATIONS, AND TO NOTIFY W w ad THE ENGINEER PROMPTLY OF ALL CONFLICTS DESIGNED: RSE SCME: DATE II/I/23 SHEET OF THE WORK WITH EXISTING UTLITIES. DRAWN: RVZ I 1' 250' I WAN.; 22035.10 127 OF 119 \ '\ io l�1C ' I Gr �IAAT ONS 0 ��ix) ao-mwA Iw1 0 G MN �m En xwNt next wmt vlexJ mxnTuxva� vuR k r�F,wl �v o� a \ \ \ a T f n REGAL CENTER LLCM 'a (ZONED AG) 9. e9 KN�O C STREW I 11 II PARTNERS NO 13 L}D A.I (ZONED A-5) 0.28 �EXISTIN x- 4 0.29 A.2 39589 o.ce Z A.9 i 0. 19 B2 `�O.JI �b0 S .X-25483 E(ISTING� 4.] I.]6 �f(1 mac— J .6 362 RCP i- 0.95 J / 9. 2 ri 1P, � � e88 V (ZONE LPN ;T X / Ae.l 834 ;-��'_--> WELL�N,GTON ))�` nontN -I CPNt#,�00312 %I/ !'-� z 236M T T� 0 T M 826 —) �- yyq 4 E 6sn9c RCB X3556 \ 38 EXISTWC� 1L �4 X�M R355it / ' 1.1M MT WL9'Aa��t�9t°Wx If sg6�N,n(t s l;a�n, NilL�fµ �i .�Xd Ill A ISE H BUS RDTAIW me F O 250 500 750 CAUTION I I EXISTING UTILITES ARE INDK:ATED ON TIE PLANS FROM AVAILABLE !FORMATION. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LOCATION OF ALL UTILITIES, TO NOTIFY ALL UTILITY COMPANIES OF THE CONTRACTORS OPERATIONS, TO PROTECT ALL UTILITIES FROM DAMAGE, TO REPAIR ALL UTILITIES DAMAGED DUE TO THE CONTRACTORS OPERATIONS, AND TO NOTIFY THE ENGINEER PROMPTLY OF ALL CONFLICTS OF THE WORK WITH EXISTING UTILITIES. REVISIONS Nap REaSR1wx SATE "' X p z p a q s p °z3 LEGEND A -I DRAINAGE AREA DESIGNATION a Z XX.X DRAINAGE AREA (ACRES) WATERSHED LIMITS e FLOW DIRECTION ARROW H 537 EXISTING CONTOUR $ 3 537 PROPOSED CONTOUR o 0 STORM DRAIN SYSTEM ROCK RIP RAP d o NOTE: REFER TO EXISTING ON -SITE DRAINAGE STUDY DS-23-0075. o 0 ro � 22D�N i ptc O/�r R`I14� RIVE{{f' 'RAND Ho -] a 0G.VE.A.R.D. ££ iM9�5Jl9 ti o z X 1 v3on CONSTRUCTION NOTES 3 r-f z W THE CONTRACTOR SHALL CONTACT THE fOLLOW1NG AT LEAST 40 HWRS PRIOR TO .1 1 nMUWNG2 EACH LOCATON: I.. FlBEH ATRT (79 ]S}8]H J9 (219) (.4 —3118 fGRT WgtRl WATER O1-7) EID ORERAlI0N5 (91J) 392—Hil TORT WdtRl TATW (81J) e)1 8100 ti A1N05 ENERGY Ne (11 8667 E c aNccR cAs e: Ic eee) m}eeez FNuxK (sso) x9-sacra TRI-CWNtt ELECTRIC (81]1 ]5}9160 ALL O1NFR FACILRIE9 1-8 0-DIG-TES9 4 PROJECT BENCHMARKS o BENCHMARK A BENCHMARK B 'X-CUT CENTER OF HEADWALL 'X'-CUT EDGE OF HEADWALL N: 70IW7.19 N: 7030565.17 Z E. 2307470.02 E: 2308139.37 ELEN. 811.99 ELEV: BOB.09 CIN PROJECT /IM24 FJO /30114-o GUI-104924-Eo78& W-25M 3 NW5Ll7 W. OI9A/B X-27925 TRANSPORTATION AND PUBLIC WORKS TRANSPORTATION PROGRAMMING & CAPITAL PROJECTS DIVISION .`U. V//A, WIER &PASSOCIATES, INC. ENGINEERS SURVEYORS LAND PLANNERS =1 E INIR BLYD.. SURE RODE NeINGfON. 1E%A4 J6006 REIRO (817)W—TNM Tv® Rx, RegihatioR N 12P6 eee.RrMxoolruan WELLINGTON MULTIFAMILY o C7 POST -DRAINAGE AREA MAP .a DESIGNED: RSE SCNE I DALE: II/29/23 1 SHEEP DRA RVL 1' =250' 1 WA No: 22035.101 28 OF 119 W PRI DRAIN Y 'j, TORMB SEPARATE PLANS82 • Al cp LOT BLOCK GS PARKS N RE LLC INSTWELIJNGTON . D222293161 O.P R I C.T. WAMRPUBLIC 22 PROUOUM MINLET A.1 Q* RCP A3 1.52 A. I -- --------- 0. A.4 PLI A. X. I n- 14 d; 0.29 0. OP RCP X �7 IST N, D2100114522 ..I.R.T.C.T ANA CAI. 4ULATI ­)l —R. R, o ,I E3 E,a E. I IrA ` Al *1 11 E iggvn jso u - =­Z­T­ D v & I 1 11 ­—T 1 41 4. l .1. =1 Z 1 11 R, D.ro ..I. o. 11 1 ol ill ow ol "I ol 11 --l- p.— A :W� '.4. 'j, oPF==­­ - T1.2 -TR.--RpR.-_T---D-P.-.BE R REVISIONS A LEGEND DRAT AREA DESIGNATION DRAINAGE AREA (ACRES) WATERSHED LIMITS FLOW DIRECTION ARROW 537 EXISTING CONTOUR PROPOSED CONTOUR PUBLIC STORM DRAIN SYSTEM 4 ROCK RIP RAP ------- PRIVATE STORM DRAIN SYSTEM Al ZA4� A/ 4 1 �25 o I IR.P SM RPUBLIC m x CONSTRUCTION NOTES 3 THE OOMnM WM.. CONTACT THE MUJMNG AT LEAST 40 HOUM Mm TO EX-11.. AT ­H —AlION: nmUGHT 114) (2 791 _3418 75}741 ATRT-1 ­1 WATER OEPT. F­ OPERA—B (517) FORT ­1 � (M7T ­­00ti E—GY g 322-57 ON— C E IC PROJECT BENCHMARKS BENCHMARK A BENCHMARK HMMK B '('-CUT CENTER OF HEADWALLX._CUT EDGE OF HEADWALL N: 7031067.19 N: 70�65.17 1. 2307470.02 E: 23081 9.37 E.E�. 811.99 ELE, SO... OW PROTECT JIM24 04-MOCUl- W-25M IAPSOV W. Om" X-27915 NOTE 1. OFF -SITE AREAS NOT SHOWN ON TRANSPORTATION AND PUBLIC WORKS >� DRAINAGE MAP. TRANSPORTATION PROGRAMMING I & CAPITAL PROJECTS DIVISION V//A, wiER ili;;OCIATES, INC. E! CAUTION II ENGINEERS SURVEYORS "NO PLANNERS EXISTING UTILITIES ARE INDICATED ON THE =1 t UNM 8—. .. ­E ­. — A- NM (817)W-7AN PLANS FROM AVAILABLE INFORMATION. IT Tv® — x,I— . 12- VALL BE THE RESPONSIBILITY OF THE y z CONTRACTOR TO VERIFY THE LOCATION OF WELLINGTON MULTIFAMfL o ALL UTILITIES, TO NOTIFY ALL UTILITY COMPANIES OF THE CONTRACTORS OPERATIONS TO PROTECT ALL UTLITIES FROM DAMAGE, TO REPAIR ALL UTILITIES DAMAGED DUE TO THE POST -DRAINAGE AREA MAP CONTRACTORS OPERATIONS, AND TO NOTIFY T1E E GINEER PROMPTLY OF ALL CONFLICTS 0 60 120 180 OF THE WORK WITH EXISTING UTILITIES. DESIGNED: RSE I SL., P. OAM 11/29/23 1 SHEET �: V =6 Sh N.; 22035.10 1 29 OF 119 lip • - � R � ■ r a _ +2 WAY No. ,U 7 6 812 m 814 _T PROPOSEI WRB IN LOT 2. BLOCK A GS PARKS WELUNGTON VENTURE, LLC INST. N. D261 O.P.R.T.C.T.C.T. 814� GS BUt \—EXISTING *° J6• RCP E%IBTNG ----- -I —� X-250.0 --- 38' RCP Ilj WELLINGTON PROPOSED PUBLIC X-25483 II INST N° D220009522 O.P.R.T.G.T. CURB INLET A] —I DRANAGIPAREA C.,__I H9-- --- Lj m ,.F.., x H,.�.mJ Nu F A. u E ,mR s " ,o M .—R. f EVER—f P TRUL °/fs' '9 (5n PoGH ffffI 21 01 L-dU�rT�NTBd °3l o grow a�R° li a3 ,s.l o11 as s ;s 11 „dJI li I is ns/ ae O 34 GRATE INLETB7B] GRAM IINLETUBB 5 B7 PROPOSEKl � I 1 (\ PRIV. STORM DRAIN BY TI.J II PROPOSED PUDue SEPARATE PLANS LLJ 81, I WRB INLET &4 8U d--6 BID p 811 LLJ I LOT 1. BLOCK A LLJ 1.76 GS PARKS WELLINGTON (n 1 VENTURE, LLC INST. No. D222293161 O.P.R. T.C.T._ T•) 0 u 9,6� 817 .■w ^�� RIV. STORM DRAIN BY I z I EPAR PLAN V WI.IC _ IIry��� I I � 4 .49 I Q) 9j 1 I/ ti 8+7 B Q III � D I• 'I � v/m i '/ •-/71gwi�3 - - Y AS.2 I � _ 812 AS.3 O.OB 0.09 WELLIN ON PROPOSED PUBU INST. No. O2P0004522 014 • I 1 CURB INLET A7.1 O.P.R`T.C.T. EVERITT TRAIL A � �� (6tl PoIMr-0T-wAYT � 1.21 A-� -r-- �- r-----�--- ICAUTION I I EXISTIPLANS F UM AVAIITiSLABLE ARE INDICATED ON THE PLANS FROM ERASABLE !FORMATION. IT SHALL BE THE RESPONSIBILITY OF THE sts n� a roQ� NOTE: 1. OFF -SITE AREAS NOT SHOWN ON IL S ®�Ii§ 11 ass °e ��' EY �aa °r snEmwE,Pov° DRAINAGE MAP. p)oEscxcanEm.raomcm°r raRrw°R,rvsmmnwnhRcw�mn wrvuu onrt°sEPErtmeERa.sns ociogFRro,e CONTRACTOR TO VERIFY THE LOCATION OF ALL UTILITIES, TO NOTIFY ALL UTILITY COMPANIES OF THE CONTRACTORS OPERATIONS, TO PROTECT ALL UTILITIES FROM DAMAGE, TO REPAIR ALL UTILITIES DAMAGED DUE TO THE CONTRACTORS OPERATIONS, AND TO NOTIFY THE ENGINEER PROMPTLY OF ALL CONFLICTS 0 60 120 180OF THE WORK WITH EXISTING UTILITIES. REVISIONS xa p oLsaaRTDx DATE "' X p x� sp °z3 LEGEND A -I DRAINAGE AREA DESIGNATION a Z X.X DRAINAGE AREA (ACRES) Pa F WATERSHED LIMITS e FLOW DIRECTION ARROW H 537 EXISTING CONTOUR $ 3 537 PROPOSED CONTOUR ---- PUBLIC STORM DRAIN SYSTEM o 0 " ROCK RIP RAP d o ------ PRIVATE STORM DRAIN SYSTEM —� 100-YEAR ULTIMATE FLOODPLAIN o I 220 M _H ,„1 - p......... 14 F` O {$5 RANDEARDLEY 4 r rcE�.�i a ti M1�..1 11I30Y2 Z X CONSTRUCTION NOTES 3 �F x W THE CONTRACTOR SHALL CONTACT THE fOLLOWNG AT LEAST 4g HWRS PRIOR TO .j 1 11MUGHT AT EACX LOCATON: 1.. FlOER 9 75}g741 (791 Js 114 -3118 —1 (214) FORT WORTH WATER OOPERATIONS (617) O92-H]l (M7) _ WRl T6TW (B1J) g71 TORT dt-BIOO MHOS ENERGY Ng Ox2-8g6] dlCdt GAS h E G IC III.) 31}ggg2 ti �( -CWNtt ELECTRIC (8171 76}g180 TRI FR(sso) ELECTRIC ALL OMFR FACILJlIES 1-8 0-DIG-LESS 4 PROJECT BENCHMARKS o BENCHMARK A BENCHMARK B Z '('-CUT CENTER OF HEADWALL 'X'-CUT EDGE OF HEADWALL N: 7031087.19 N: 7030565.17 E: 2307470.02 E: 2308139.37 EL .. 811.99 EEV: WILOB CITY PROTECT /IM924 4 FTO 1301 04-0,?000I-104924-E07885 W-25M 3 oiwscV W. Om" X-27913 TRANSPORTATION AND PUBLIC WORKS a TRANSPORTATION PROGRAMMING & CAPITAL PROJECTS DIVISION V//,A WIER &PASSOCIATES, INC. ENGINEERS SURVEYORS LAND PLANNERS ZIBI E LNPR 8LV9.. SURE ROOE NE 1—. 1E1614 76006 mm (817)W-7AI0 Imm firm Ryi4°E°n Na F-PP6 wR.RrMmoolruan WELLINGTON MULTIFAMILY o C7 POST -DRAINAGE AREA MAP DESIGNED: RSE SCAIE DALE: II/29/23 SHEEP W DRAWN: RYL V =60' WA No: 22035.10 30 OF 119 I EXISTING 2 Iq RFI RCB yl RF EXISTING 1 U.S. HIGMTi 11'_V 987_ -7'M' RCB RF 14(19) �- 1 _ _ �810 _ 810 810 4r1� — -- C O�` T R \ 11 6p6 BD 7&� \ e w 2.22 w � LOT 1. BLOCK A w GS PARKS WEWNGTON �- VENTURE, LLC J LLJ INST. No. D222293161 (n .P.R.T.C.T. w ,N PRIV. STORM DRAIN BY I J 0.39 U T 0. 53, IN i / F l Ar 45T DRAB yGE AREA CAL %Ml D DwAe AIMv` owm.�vl `�r�w`s.Ev oERDxatDx :R�ssi AomorssTsrnggN .0 nvnmiLv scv'a�w'i �`/p��� ,n a ``tic �t �I>E".nt sI>E"`.nt Ioov aR R sro ar so sr'oRN �EwaRs ass em om -777 � xe sn a moa m —8i soi l4. 41 sssa i^3�,a� —fr— nxn 0. as a nG s owETaorvo s e.nl n a aka a Z� l,s x aew:/- 3a ° j;s ,b a m00% �u sub sa a ! 47 si b n . N>= 7.;a - 11 - _ 6� om a�sDi:NEo w1w,e�nrmiroalOwroxr�RONc�mor�orssrDvromn�a:rwe�crimAce�ivRir�Rho om xm o� wjj;s�-I evR.�' osorvocoeFnzms =_sue=T.o` 1�1 50 200 522 2/ T.C.T. X ^ / T.C.T. NOTE: 1. OFF -SITE AREAS NOT SHOWN ON DRAINAGE MAP. CAUTION I I EXISTING UTILITES ARE INDICATED ON THE PLANS FROM AVAILABLE INFORMATION. IT SHALL BE THE RESPONSBILITY OF THE CONTRACTOR TO VERIFY THE LOCATION OF ALL UTILITIES, TO NOTIFY ALL UTILITY COMPANIES OF THE CONTRACTORS OPERATIONS. TO PROTECT ALL UTILITIES FROM DAMAGE, TO REPAIR ALL UTILITIES DAMAGED DUE TO THE CONTRACTORS OPERATIONS, AND TO NOTIFY THE ENGINEER PROMPTLY OF ALL CONFLICTS 0 60 120 180 OF THE WORK WITH EXISTING UTILITIES. REVISIONS xG p RYRRTMN DALE `" i< 1 p 2 Q & a J Q °z3 LEGEND ° g A -I DRAINAGE AREA DESIGNATION X.X 2 DRAINAGE AREA (ACRES) E+ WATERSHED LIMITS w FLOW DIRECTION ARROW 537 EXISTING CONTOUR 3 537 PROPOSED CONTOUR o 0 ---- PUBLIC STORM DRAIN SYSTEM ^' ROCK RIP RAP d o ------ -- PRIVATE STORM DRAIN SYSTEM 100-YEAR ULTIMATE FLOODPLAIN a 0 w 2203� . 3 tE OF �tl + F w�pnK rrN _RAND.O UAOLEY,.$ W hq+ ' ........E_ 111I30/2 o m X CONSTRUCTION NOTES o a —. TIE CONTRA SHALL CIXITACT TE FOLLGNING AT LEAST b HWRS PRtlt TO :� ) AT TNG AT EACH LDCATpl: BERDdIT ( DBERu 2I4) ]a3-B]41 J f?] T (219) TWokT8 FORER FORT WORTH ? DEPT.-FEND ERAl10115 (eta) 392-aan OP FART WORTH Ter? (81 8)1-810o v, AMOS ENERGY EBW J -866] ONLOR GAS e E L IC (B98) JtJ-aB82 y EILNK (940) JB9-IDJ3 ELE (61]7 J53-BI80 1RL. V — ALL DYER fACLITEG 1-BDD-010.1E55 6 ¢, PROJECT BENCHMARKS Ea BENCHMARK A BENCHMARK B 7('-CUT CENTER OF HEADWALL %'-CUT EDGE OF HEADWALL N: 7031067.1E N: ]03058&1] E: 2307470.02 E: 2308139.37 CJ ELEV: 811.99 ELEV. 808.0E CRY PRWECT JIM24 ¢, F10 /301I4-02004J 1-10A9 EO7M5 i W-2596 wPSC0 W. 01A1/B X-27915 TRANSPORTATION AND PUBLIC WORKS y.l TRANSPORTATION PROGRAMMING & CAPITAL PROJECTS DIVISION. �� V//A, WIER &'ASSOCIATES, INC. Q ENOINEERS SURVEYORS LAND PLANNERS a ­1 E. U BL . SURE 200E NWD N I_ 7a 6 MERE (617)W-7A0 taw Rnn Ray.batim N. F-zna n..Eerl�.Wumn �-, WELLINGTON MULTIFAMILY o V POST -DRAINAGE AREA MAP a DESIGNED: ME SCN.E: SHEET .a DRAWN: RVL I 0' I WAWA ND: 22035.10 I 31OFF119 9 + —IE J BID 12 � e II _ E e13 �D 81z PROPOSED A TEI,IATER- / PROPOSED NTENAAIERJ FACILITY MAINTENANCE J/// fAOILITV MAINTENANCE AGREEMENT EASEMENT AGREEMENT EASEMENT PUBLIC M UNE B REINFORCED CONCRETE RUNE J��t� Nmne� I } o I A 9 • ]0 6 4" 3000 PSl CONCRETE t ]0 14 COMPACTED J NO 3 BARS 12" CC EACH WAS' N SIIBGR.ADE " REINFORCED CONCRETE FLUME A & B N.T.S. DETAL 1 '= 20' III nl III FXIST. 2-8'%4' RCB III (RE 14(19)) A. EXIST. 7X3' RCS - �(RE W19)) g8 y+' II U_.S. I{/GENAY No. 287 1» PRIVATE ED UNE C PRIVATE SD UNE DJ PRIVATE SD UNE E— PROPOSED ST MWATER FACILITY MAINTENANCE AGREEMENT EASEMENT PRIVATE SD UNE A- I rl RETENT\I.ND PERM. POOL m ao EL. 804.4' APPROX. 100-YEAR ` FLOOD EL. 810.14' I m J ACCESS BENCH B II � r � XINCREIE RUME B ST. PUBLIC SD UNE 1 B A REVISIONS xap omaP11o1 ogre 'ry Mi2 p � e a p °z3 LEGEND ° G 537 EXISTING CONTOUR 537 PROPOSED CONTOUR mo PUBLIC STORM DRAIN SYSTEM w PRIVATE STORM DRAIN SYSTEM a PROPOSED CONCRETE FLUME $ 3 as NOTES, O I. POND IS INTENDED FOR VALLEY STORAGE DUE TO WATER BACKUP FROM o RESTRICTION CAUSED BY THE EXISTING UNDERSIZED 7'X3' TXDOT BOX CULVERT. 2. NO SAVED OR PROPOSED TREES ARE WITHIN THE SWFMA BOUNDARY LIMITS. ED UNE W 22035� 1N N PSE_, f} � RAND<1E ENDL 1'4" I�LXSE MI L 112/BI202 CONSTRUCTION NOTES THE FOUL M1NG AT LEAST 411 HWRS PRIOR TO F PERAlIDN9 (917) 392-NJ7 F PROJECT BENCHMARKS A BENCHMARK A BENCHMARK B Z EXISTING PUBIC SD UNE S Y CUT CENTER OF HEADWAII X-WT EDCE OF HEADWALL N: 7031097.19 N: 7,XKI 5.17 > E: 2307470.02 E: 2308139.37 y of ELEN. 811.99 ELEV: B08.09 COY i {f04924 {30 30f14i4-0200431-104924-ED]BB5 W- 3 W-2596 019A/9 DSm STGiMWAIER�'� W MAINTENANCE X-27915 WENT EASEMENT TRANSPORTATION AND PUBLIC WORKS TRANSPORTATION PROGRAMMING .a l & CAPITAL PROJECTS DIVISION o 60 120 180 � V1/A, WIER &PASSOCIATES, INC. CAUTION I I ENGINEERS SURVEYORS "NO PLANNER{ I ; EXISTING URITES ARE INDICATED ON THE 2201 E. u afro., SURE OOE nRuncron, mus ieooa NERN (917)367-71W rC�l PLANS I FROM AVAILABLE FORMATION. IT Tam firm RNamWn qw F-4P6 m.WVAmoWeaum SHALL BE THE RESPONSIBILITY OF THE CONTRACTORTo VERIFYTHELOCATIONOF �77�7 7 77�T T �T TL �7 7T TL ,F77 v VY ELL11V G O LylULTWAM1L 1 ALL TRACTOR IO COMPANIES OF THE CONTRACTORS OPERATIONS, V TO PROTECT U UTILITIES FROM DAMAGE, ALL TO REPAIR AUTILITIES DAMAGED WE TO THE 7 POND CROSS -SECTIONS 7 CONTRACTORS OPERATIONS, AND TO NOTIFY THE ENGINEER PROMPTLY OF ALL CONFLICTS ra-1 OF THE WORK WITH EXISTING UTILITIES. DESIGNED: RSE SCALE: SHEET12 d DRAWN: RVZ I O' I WDATID A No: 22035410I 48O 820 T26' FIL LANE I/ 5' PEDESTRIAN PATH 810 EOST. GRADE �F- 10' IIAINTENANCE ACCESS PROP, GRADE 800 0 m 1+00 2+00 820 EXIST. GRADE v APPROC 100-YEAR FLOOD EL 61114' 810 RETENTION POND PROP. TRADE F Y `FISH 4 o, h� `- F,,yy15TT. 77 y3' RCB R � \ `REINFO�ED XIST. FL CONCRETE FLUME A 603.85 +/- 800 PROP. GRA BOTTOM 1F WET POND EL. 796' / 3+00 4+00 a a`l w 9 v: M - M 820 810 LOPE AP114' PROP 4:1 SLOPIN( \ HEAD 'ALL r10' MAINTNANCE ACCE iS RETENTION POND C] PFRM P11f11 FI RDd A' RE'. :ED CON;RETE FLUME B 800 \r\ EXIST. GRADP -/ GRAD _ 16 5+00 VERT. SCALE, I'= 4' HORIZ. SCALE I' = 40' 820 EXIST. GMDE � 810 10 MAINTENANL ACCESS E 800 em PROP. GRAE"' BOTTOM OF WET PON) EL. 796' a 1+00 2+00 3+00 4+00 REVISIONS t A RESEYRF,xM DAZE X x p a r Dp °z3 NOTES, a I. POND IS INTENDED FOR VALLEY 0 $ STORAGE DUE TO WATER BACKUP FROM RESTRICTION CAUSED BY THE EXISTING C UNDERSIZED 7'%3' T%DOT BOX CULVERT. H � $3 a rFL N O 220 ak - tE OF �F1j1�W V,..........k o 0 4 � � � �RAN_D o. E4RDLEv'3 6+00 7+00 8+00 ,�tp�ku,3333 0 40 BO 120 leaoz e � CONSTRUCTION NOTES 0011 Wellington Area 1 MNI[Ifamily Plan: Proposed 71271M23 awN FronNRe xoR Ta smRa�cni ego ,ow NOTE: 1. CROSS SECTION (C-C) STA. 537 OF HEC-RAS BY WA. ENGINEERING THE CONTRACTOR SHALL CONTACT THE fOLLOMING AT LEAST 40 HWRS MOR TO :a O FIBERUpIT(214)E 53 0741TW: �.. _ ATRT (x14) 79Y-- AIR O FEOPERAT10N5 (g11) 392-H71 FFORI ORT WdtRl TAPW �1) �11D- Ep'" N A1N05 ENERGY ((Bgf)) Jx2-_17 G�u�q WCdt GA9 6 ErNO (B80) J1}ggg2 J! - — TRIl (, 3g9-1033 IreR iRl-000Ntt ELECiMTE9C (8171 ]5}81g0 enk80. 'LLL OIXFR FACl11-g 010.1ES9 a PROJECT BENCHMARKS o BENCHMARK A BENCHMARK B C7 .('-CUT CENTER OF HEADWALL 'X'-CUT EDGE OF HEADWALL Z N: 7031067.19 N: 703 5.17 i E 2307470.02 E: 2308139.37 ELEN. 811.99 EuE . W8.09 m C/!Y PR(UECT JIM24 FIO fJ01 N-0200AII-104924-EO]685 3 W-25M MIPSTJO A'O. OI9A/B X-2]915 TRANSPORTATION AND PUBLIC WORKS TRANSPORTATION PROGRAMMING & CAPITAL PROJECTS DIVISION-, %yMPREPARED Bf: w WIiFI i A880CIATES, INC. ENGINEERS GURVI.VORS LAND PLANNERS 1 ; =I E mR BL'B, MIRE 810E AMRIbm TDWS ]BOOB MM (817)18F-M Cam' T_ R. R.W Nn F-2IM F.nMd lehamn WELLINGTON MULTIFAMILY o ,ao C7 POND -CROSS SECTIONS ,-a .-7 DEsicNED: RSE I � I ,M No: 22035.101 4950E 112 DRAwu: RVZ w i 820 820 ROPERn LINE HIGHWAY FRO E AGD rPROP. G iADE ROA 1 I // vj'Xl 810 ST. GRADE 0+00 1+00 1+50 820 820 / LINE LINE jjtt I NSE /)0.14 HIGHWAY FRONTAGE 3 PROP. GRAD 810 0+00 - IST. GRADE 1+00 1+50 REVISIONS t p oESEYRRtxM DATE "' X x p a r Jp °z3 NOTES, a I. POND IS INTENDED FOR VALLEY 0 $ STORAGE DUE TO WATER BACKUP FROM RESTRICTION CAUSED BY THE EXISTING C UNDERSIZED 7'%3' T%DOT BOX CULVERT. H � p Ob N F go a rFL No d 22035, PtE�OF. jFt h� Ryy{{ pq.:RAN_D o. EARDL.EY.'3 it��'IkENSC:.: �g3333 0 40 BO 120 IB/202 VERT. SCALE- I'= 4' CONSTRUCTION NOTES HORIZ. SCALE, I'= 40' i THE OONVACTOR SHALL CONTACT THE FOLLOMING AT LEAST 40 HMM MM TOEXC—TIN:J OFISERUGHT(214))E 53 0741TON: I.. ATRT (214) 79J-3418 FFORT ORT W 1TATE �1 )fE�ItD-OPERAT10N5 (517) J92- A1N05 ENERGY Bgf Jx2-8667 dlCdt GA9 6 E C IC (g80) 31}ggg2 00 ENMNK (910) 389-1033 iRl-000Nn ELECTRIC (8171 75}8110 a ALL OIXFR FACl1RE9 1-8 010.1ES9 PROJECT BENCHMARKS o BENCHMARK A BENCHMARK B C7 'X-CUT CENTER OF HEADWALL '%'-CUT EDGE OF HEADWALL ? N: 7031087.19 N: 7030585.17 > E. 2307470.02 E: 2308139.37 ELEN. 811.99 ELEV: 808.09 C77Y PRG7ECT JIM24 FIO 1301 N-0200ATI-104924-EO7885 3 W-25M ANP5C0 W. 019A/B X-27915 TRANSPORTATION AND PUBLIC WORKS TRANSPORTATION PROGRAMMING ,a &CAPITAL PROJECTS DIVISION "�-, %yMPREPARED Bf: WIiFI a A880CIATES, INC. ENGINEERS GURVI.VORS LAND PLANNERS 1 ; =I E L ma, ME 810E AMRI6TDN TEXAR Twos MER) (817)18F-M Ca' T® R. R.W N F-2IM .n.Md lehamn WELLINGTON MULTIFAMILY o F POND CROSS -SECTIONS a oEsicNEo: RSEI 5Ea wIMND: 22035.101 500112 oRAwu: RVZ TABLE OF DIMENSIONS AND REINFORCING STEEL TABLE OF WINGWALL lWlnyt 1w end wrumre ..I REINFORCING NIeI9Ml W Vw/eble NnlwNrq EllW "oM'ImLlaei O3 pe➢ R aF 3 wln9a/ I Bw ze a. Po I I D rs - 1'-0' I ura n •wa Jz r N spa _ spa r r >4 1 ra a-«i" (LO//Fri lCCI'/Frll 33.t3 —a I F - r� I I 6 r6 - I r r r 14 1'-P r =4 1'-0' 1'O r 14 1'-P 1'O 3•.41 0.— 45.09 0.30.3 "", 0.35a I A 6 1' I V e4A TABLE CULVERT TOEWALLD QUANTITIES No. b� I - r 0 O ¢ r rs11O r5 6- I r4 6' - r >6 4' >s b' 51.]] 0.4! •0.19 0.486 I 97.25 OSB4 I 133.65 Ob34 I O R r4 1 (WFt z.<5 I [oM ([Y/FU O.O�A 6 3d 1'.T FB 6- 5 6 RE 6- 8.959 I90 OI � r y''/{LI7II�_ Ram �v �D J — n1 co J WIn9Wall toewal��b' SECTION A -A o: l,F E- p% xJ INSIDE ELEVATION 'sMwll i IM /wmn9C Ivert antl culvert wwe e o Nny na slmwn Vw NwItYJ b I r h - IV WINGWALL WING DIMENSION FORMULAS: tar r.p.a wa In r.NJ Lw = (Hw T 0.3331 !SU d place culvwrr. Fo ) I. culverts: 1)l091 Totel Wingwell Nee (two w,rgs - sF) _ IHw +0333) (Lw) A I _, ., bin - S,Oe slope ratio (bwlzo Vert".) L.aurymm wi,yW.." U.x = xpmbe:1 <pnwr 11 ..ns see ,pal<,me bo. <mrert suiwwd chew rw x. s, T. ,m u r.rxez. 5 see Cwirer ' ' DNNIs.� Uw i nesea pp nn 3 pe 1 PLAN Lr (snewiny dlmenalontJ x D E- —.- FOOTING AND TOEWALL CORNER DETAILS ryL BARS R BARS D Eve i e frees ��N BARS A BARS V BARS L BARS J2 1\\ Sleb�elMorNny L i •ryr R 4 R H1. Culrwt teewal I s SECTION B-B(D bEexFe(gl ea`z p 3O minimum IMo batom Nab o/ (Dveer tang P minimumtee_weenrearNz rren` iltl,s /or Mp wings, muILIp1Y tM1e tebu dby values O4 RwwmnaMatl raves of sitle slop are: I:I, 3:1, 4:1, aM 6:1. s r dapurretl by Rem 411,A-Rpr plUnlei twPMrwise sM` Enyinew, wwnee ; s er i•a' ae p bror<aa :e�.e1rememe ioe11 �uwii "9 NI m9es 0 p1 rn< Mw,p Inp fYar. rlpre0 r"t'elNor<inrre the toewall DY 9 mto fire toeweli; arie xt� mnstruNlon loipfs or 9rpwee wimz n ee m me dRwr;on a now e<ross rn< ron e of cne riWaO et IMwvals a/ apw=1111 y NY. e bennw<nriwap"pr.11, Me <ulverf loewall sMwn In sECIIOH B-B will mt be require0. © e m s pale". <w ew.l mar x emee Ilusp wIM win9wNl roewell�Atllust relNwarg et NM. to 9O xea. Estlmetetl <urb M1NyMs ere shown Ntewnere �n 1h. Il'. IsF, � rcu<Nns ^,t Epetl an BNh Ts IECO)11-11e sne¢I. For ztrwturea p`" DNed o r-16 .31t 1TR 11 lT831-CM)he NouMirq aDNNI' (RAC) sswMardtsneet - Nrwcuresalwlth bridge loner then —1 or Ta31L5 QF vehlNe s.ety`t"e I'llowin9 re9uiremeMs must be mN: °` . or snrcb es w ro N oeeeu, constrpN <was no more tMn r ­agrade. For strwf Itn bri09e rash ronstru<f curbs I,usn Reduhcae <u b nwshN 9rstle. qNs, �l nwessary. [o meet the above regmremews < n9es will be made In puaMltlez arM np adNtlorml <pmpensallon w°nl be Nmw.e Iw taa wwi:. MATERIALe NOTErelnrwclnpS: to fP<=311 psV. ovle4rsda BO stxl. `zee rclMerclny .eel Ir reWlred a,ns. wzp,eP �wN.aae`r �Mne�<rleWera llm i rRptu mace psm m nea .1 str<r rem`ro:�mv —s M GENERAL NOTES, upplenwrN(SCS, NeMerd anew /w �dl[lorul dlmenslons aM InlwmaNm. es"ttlnq %romeNifep%orimulss plven onlinls<ISMet erle /w Centrwtw's IMormetlon eNY nelMo.<in"q"dime'":ip�:'a a o�i+o�o�r of "e;';. "etas ulre`w�:e OPCN/Vai,Ix ollltlMpaOatlWi BMIIWib CONCRETE WINGWALLS WITH STRAIGHT WINGS FOR 0° SKEW BOX CULVERTS SW-O REVISIONS 9EaQsnyx I DATE zzo �i v' a ptE �F. Zplil +g� RANDALL. EARDL,EY,.4 pIN` ........E.p4g 11302 CONSTRUCTION NOTES THE CONTRACTOR SHALL CONTACT THE FIXLOMNO E%CAVATNC AT EACR LOCATpl: AT LLAST 48 "OURS p R 10 NBERUDHT (214) TBS-0T41 AT@T 21P TwA 3418 FORT TER OEM.-DYD fIPERATONs (MJ) 392-NT7 AW WM Y ( (82 B]1-8100 AMOS DIDTOY (888) 3 866T ON — LINK (B40) 3W-1033 (BEB) 3—em TRI-CWNtt ELECTRIC (81T) TSY8180 ALL OTER FADUTES 1- q M' PROJECT BENCHMARKS BENCHMARK A BENCHMARK B %'-CUT CENTER OF HEADWALL 'W-CUT EDGE OF HEADWALL N: 703105 .19 E: =7470.02 ELEv.. 811.99 N: 70W565.17 E: 2308139.37 E". 808.09 CITT PROJECT 4104924 ATD /30114-OZOW31-104924-E01685 W-2596 AMPSCO No. 019A/B X-2M15 4 ry TRANSPORTATION AND PUBLIC WORKS TRANSPORTATION PROGRAMMING .'�. & CAPITAL PROJECTS DIVISION 1M VInER M96CIATCBy INC. ■NOINROR= SURVEYORS LAND PL.ANNORO a =1 E WR BLW„ BNIE 288E NBMGION. lws TROB ILTRO (817)4M-TNO Te R m 8¢ba@n Na F-2lR aa•JBxMbdbbamn WELLINGTON MULTIFAMILY o F STORM DRAIN DETAILS .a .a DESIGNED: RBE SCALE: DATE: II/1/23 SH DRAWN: RVL I NTS I WA No: 22035.10 1EET 56 OF 119 TABLE OF DIMENSIONS AND REINFORCING STEEL (Whys fw one s ru ore erN) TABLE OF WINGWALL REINFORCING DlmenzJons Variable ftelnforting EstlmNeO oea fi � (I-wl Ns) I err sze o. sw Bars JI Bws JI IF n9 length (Z-wings) I D 5 - '•� OS Wingwall 9M W X Y Z 5pe v'r Spa (W/F[1 (CY/FL) I IF 14 YC Y-5" 1'O T T N4 I'O T #4 I'O 4 i'O x4 I•-P 11 33.]3 1111 31.0] o.M] 31.14 D.Yl3 p #4 a #s 14 T #41'O •O IJS 330 5O 3-S I'6 1'O T #4 11 1'O 1'O T #4 1'O #4 i'O 45A9 0.393 Z" 0355 I V 14 - i'O TABLE OF ESTIMATED s?� co 3-Y per•' I•-0" T #a I•-m 4 pd• a6w1 036] CULVERT TOEWALL T#4 i'O 52.1] 0.414 ODANilifES 1#5 1'O 1.O 60.19 0.486 I Ber Size Mo. Spa '�� P-B' 2-3' r 4 r 9-S 2fi" IO } #s 6- 0 B' B1.49 0535 9>.IS 0584 L I RN 4 #0 I (Lb/Ft1 i'O - 245 Il'O Iz-P 5-B• 2-g' Z-} } #6 r 5 g 6-Y 3-0" I-6" g #1 E #5 r 133b5 Ob30 ]6Z39 O.1Z1 I Conc 0.03] IA ]I" 6" 1]>Hb0 0856 x� ISO T L•' 3-P 1'O #�B r 5 r T-1 4— 3O I' P #9 6" 16 r 216.71 0— 283.06 1.068 '~v ISO B-Y 4-5 3O 1•-} - e #G I g —42 133a Fb� grade loa0 y slope) WING DIMENSION FORMULAS: (NI values are !n feet) Hw= +C-025& _ (nor T 0.33gXS) B _((Ait— M+Ir/1 (cosirw re+ Ir)I For (S) st+ I. Culverts. Ltw = ((N) (5)N + 1) (V)I • [ps lce B Far precast culverts: Uw - ((N) (ZU + S) + (N - 1) (0.1)1 . cosine B TNaI wing-H area (two wings - SF) = 05 (IM + 033g)(Lw + N Heigh of winpwall SL:1 - Side sloce ratio (horizoMN:l verlicaB i =ILergth of short win9wall5 = ery[M1 of 1pn9 wlrgwell L = Culvert [cewall length N.— o/ culvert spans B =Culvert skew See applicable box cu/vwt s[antlartl sheet I,, H, S, T, and U values. ti a e�o a •' 2 I. _. .._ _ - _ Conforms o s'o e yo2 - --� �perpentll[ular oadwayO «2 _ \ ` 0 �_ E) pJ _ INSIDE ELEVATION x x'g Y [ShoNl9eln/ol[Irg gins el/iawnr ior�lari[YJ G cew a-� (Typ) D JI- J2 hConstruttil [ / n a Wlllgwall loewNl _� _r SECTION A -A WINGWALL CORNER DETAILS rein/orcing not shown for clarity.) see tenet 5 `, Nans C41 A Na o A � s L ngrh of wings O` based on SUI \) lope stony 5 tMs Irne �� PLAN (Showing dimen one 3v skew.) /� ulvert bottom 11` sla : ei: orcing ftL B" O covert mewan I _ SECTION B-B@ Ex[eM Ban p 3-0' m/nimum IMo Dottom slab of bpx cwperc. as tbo malntaln 11#Y clear QMeeus[and Skew � 4"rmcessary minimum Mreen bars. O3 OuanH[ies drown are based on an ererape wing heyM BARS for two wings Istrutture erreA a ON total /or two- wlops, mump/y [Ire taWl— guannUeNed values 1 (soon wiry) by o.s x (a + Les) ( ZA' QRemmm —d values aI side slope are: 2:1, 3:1, 0:1, I. 6:1. shown Nsewhere !Irt plena, [nns[rp Ir en . eep rorrcby rlprap. payment /u rlprap is a required by Item 431,"alpra by Ness Nherw)se shown on the plans or air«rep by the Engineer, BARS OL warNe a wide by rd" deep rI III ee toe- NI of Me (Long wing) c re[e along etlpes rlprap I t [o oral ground; reinforce the [pwall by zO bIt. Ing ;i[al ,,, j- I 9rlaaveen1-11 all: wl. In fhesElrec[!on of flow across the full ¢)stance of the ri—p N Intervals N n,p,ox—.y 1B. ryrWhen L such rlprap is B-11 0, [he culvert [cewall shown in SE 1I B-B will , 6e c l v,ee. B W toption, culvert [pwall may Mended flush_-— with wingto.—Adjust .Nn clry az imeeed. BARS RS QApONcable (Short wiry) _�" values of skew are: IS, 30°, aM 4r. QTyplcel wingwNl angle for all skews. Og P N!, fo SO Max. Es[Imatee curb are shown NsewM1aeresin plans. For structures wdh peeeshian _ ]S -skew t.thds rNl or curbs taller [hnn 1'-0, refer to the Es[d,,I Curb R Derails (ECD) standard sheet For structures 13636�6 Idge Noun[Ing kA w�lth %6,1 0 tall, refer [o IDe a s a IS aalls D631-CM) BARS RL stan0 heat. Refer ro [he Box C rt ftNl III un ting AC) tall rMI-..1 .31rwsh—It, structures with bridge (long wirer _ ®For vehFcle `t&y, the f0lo [ bq ulremeMs must be met or s rw res wl ou I ge rail, canstru[[ curds no more than } + o ,v o u w d,.red grade. Fo with bridge call, construct curbs flush with sfinishee grade. Reeure curb helOMs, )f nttessarY. to meet the above No be q o m ; , r arrameMa. changes w,l made ,n yuan2 5 aM noaaeehionar compensNlan wNl De anmYee for ems work. r '-I+ MATERIAL NOTES: Ida Class C I. --(pc= A. W). Prwlee Gratle 60 relnforcing steN y— ^I N:¢ovree g—m-d rNnrwNng steel if requiretl where m ehe plans. en ri,rap [orrcrNe, —.Iti[ frDers Ir don me BARS It BARS V 'F! Con[re[C' Ma .1 Prod , Lls[(NIQ used In Ileu M steel relnfor[t m rlprap c rate unless rested Nherwlse GENERAL NOTES: Deslgnetl wcoreing ra A0.5M0 LRFD Bmtlge Design SpWtifi<atrons. mea m smm rock, demh oI be r[s wlnt may re0 w1- directed by [M1e Eng)ceer. Bo'ted[aly "ll I— 0 Culvert 5upp/emen[(BCS) standard sheet Pot adN[lorit dlmenzlons Ind on. BARS L BARS R -in The euant.. for concrete I— reinforcinfl steel e" resulting from the formulas flrven on this sheN we rot Con[rMors in/orma[ion only Cover tlrmensions ere clear tlrmensions, rrotId orherwrse imess Rein/or[rng Nmenmona ere our�o-oor o Oars. Brlp� DM@fBTrarN pFTgrppprMWdrr CONCRETE WINGWALLS WITH FLARED WINGS FOR SKEWED BOX CULVERTS FW-S REVISIONS BE9OPTON MTE 2200..s 4 f OF Ffk Irll F RANDALL..EPF�LEY 1 11130/2 CONSTRUCTION NOTES 4 ry THE CONTRACTOR SHALL CONTACT THE FIXLOwNG AT — 48 HOURS PPoOR M E%MVATNC AT EACR LO Qb F. FKRUGHT (214) 183-8141 AT@T 214 TwA J418 FORT TER OEww a17 a l f1PERATONs BIT 392-N1J AMOS ENEaOY (888) 3 8881 ,8 ONCOR GAS @ FIECTBC (BBB) 31Y8882 ENLINK (g48) LMPIC33 U TRI-CWNtt ELECTRIC (811 15Y8180 ALL Ol1ER FACRITES 1- OIFlE55 a PROJECT BENCHMARKS O BENCHMARK A BENCHMARK B %'-CUT CENTER OF HEADWALL %'-CUT EDCE DF HEADWALL N: 703105 .19 N: Tf130565.17 w E: =7470.02 E: 2308139.37 ELEY. 811.99 ELEV: 80&09 m�mJ CITY FRU/ECT flOki24 Q, FTO /30114-0200431-IM24-E01665 3 W-2596 imI,sc0 Na 019A/B X-1M15 TRANSPORTATION AND PUBLIC WORKS TRANSPORTATION PROGRAMMING .'�. & CAPITAL PROJECTS DIVISION IM VlnEA M96CIATES, INC. am INEERs suRvsvORs LAND PLANNSRs a =1 E WBR M= B81E 288E NIpDIDN. =00 ]ROB ILTRO (817)NT-TMy Tor Fkm RePbatlW Na F-2TN aaaJBmModoxamn WELLINGTON MULTIFAMILY o F STORM DRAIN DETAILS .a .a DESIGNED: RBE SCALE: MTE: II/1/23 MUT DRAWN: RVL I NTS I WA Ng: 22035.10 158 OF 119