The URL can be used to link to this page

Home My WebLink About064809 - Construction-Related - Contract - GRBK Edgewood LLC, Meritage Homes of Texas, LLC, and Cibolo Hills Homeowners Association, Inc.Date Received: 3/2/2026 Time Received: 3:03 p.fil. Permit No.: SWFMA-25-0070 City Secretary No.: 64809 DRAINAGE CHANNEL MAINTENANCE AGREEMENT THIS AGREEMENT, made and entered into this day 27th of FebrUai"�/ , 2026, by and between GRBK Ed�ewood LLC, a Texas limited liabilitv companv, acting by and through Aaron Guthrie, its duly authorized signer, and MERITAGE HOMES OF TEXAS, LLC, a Arizona limited liability company, acting by and through Frank Su, its duly authorized Vice President- Land Acquisition, together hereinafter referred to as "Landowner", the CIBOLO HILLS HOMEOWNERS ASSOCIATION_ INC., a TeXas non-profit corporation, hereinafter referred to as "Association" and the City of Fort Worth, hereinafter referred to as "City". WITNESSETH WHEREAS, the Landowner is the owner of certain real property described as a 0.127 acres, a 0.063 acres, and a 0.486 acres, tract of land situated in Benjamin Thomas Survey, Abstract No. 1497, City of Fort Worth, Tarrant County, Texas being a portion of a tract of land described to MERITAGE HOMES OF TEXEAS, LLC and GRBK Edgewood LLC (hereinafter referred to as "MERITAGE/GRBK") according to the deed recorded in D224176769, Official Public Records, Tarrant County, TeXas, hereinafter called the "Property". WHEREAS, the Landowner is proceeding to build on and develop the Property according to the Site Plan/Subdivision Plan known as Cibolo Hills West, hereinafter called the "Plan", which is eXpressly made a part hereof, as approved or to be approved by the City and the Landowner provides for management of storm water within the confines of the Property; and; WHEREAS, the City and the Landowner and Association, and their successors and assigns, agree that the health, safety and welfare of the residents of the City of Fort Worth, DRAINAGE CHANNEL MAINTENANCE AGREEMENT Rev. 03/01/2022 BN OFFICIAL RECORD 1 CITY SECRETARY FT. WORTH, TX Texas require that on-site Drainage Facilities be constructed and maintained on a portion of the Property; and; WHEREAS, the City requires that on-site Drainage Facilities ("Facility") as shown on the Plan be constructed and adequately maintained by the Landowner, its successors and assigns, including the Association, the location and dimensions of which is shown and more particularly described by metes and bounds in the attached Exhibit "A-1, A-2, and A-3" ("Facility Property"); and; NOW, THEREFORE, in consideration of the foregoing premises, the mutual covenants contained herein, and the following terms and conditions, the parties hereto agree as follows: 1. The Landowner and Association, its successors and assigns, shall adequately construct and maintain the on-site Drainage Facility ("Facility") at no expense to the City of Fort Worth in accordance with the design specifications for the Facility, attached as Exhibit "B", and the current standards then in force and effect in the City of Fort Worth and with the Operations and Maintenance Plan attached to this Agreement as E�ibit "C". The Drainage Facility includes all pipes, channels or other conveyances built to convey storm water to the facility, as well as all structures, improvements, and vegetation provided to control the quantity and quality of the storm water. Adequate maintenance is herein defined as good working condition so that these facilities are performing their design functions. The Drainage Channel Structural Control Maintenance Checklists, attached to this Agreement as EXhibit "D", are to be used to establish what good working condition is acceptable to the City. 2. The Landowner and Association, its successors and assigns, shall inspect the Facility and submit an inspection report to the City annually. The purpose of the inspection is to ensure the safe and proper functioning of the Facility. The inspection shall cover the entire Facility, berms, outlet structure, pond areas, access roads, etc. Components of the Facility, which need maintenance or DRAINAGE CHANNEL MAINTENANCE AGREEMENT 2 Rev. 03/01/2022 BN replacement to perform their design function, shall be noted in the inspection report along with the corrective actions to be taken. 3. The Landowner and Association, its successors and assigns, hereby grant permission to the City, its authorized agents and employees, to enter upon the Property and to inspect the Facility Property whenever the City deems necessary. The purpose of inspection is to follow-up on reported deficiencies and/or to respond to citizen complaints. The City shall provide the Landowner and Association, its successors and assigns, copies of the inspection findings and a directive to commence with the repairs if necessary. 4. In the event the Landowner and Association, its successors and assigns, fail to maintain the Facility in good working condition acceptable to the City, the City, its authorized agents and employees, may enter upon the Facility Property and take whatever steps necessary to correct deficiencies identified in the inspection report and to charge the costs of such repairs to the Landowner, its successors and assigns. It is expressly understood and agreed that the City is under no obligation to routinely maintain or repair said Facility, and in no event shall this Agreement be construed to impose any such obligation on the City, such obli�ation is Landowner's, and the Association, their successors and assigns. 5. The Landowner and Association, its successors and assigns, will perform the work necessary to keep the Facility in good working order as appropriate. In the event the City pursuant to this Agreement, performs work of any nature, or eXpends any funds in performance of said work far labor, use of equipment, supplies, materials, and the like, the Landowner, and the Associaton and their successors and assigns, shall reimburse the City upon demand, within thirty (30) days of receipt thereof for all actual costs incurred by the City hereunder. In the event that Landowner, Association or their successors or assigns fail to pay the City for the costs incurred under this section, the City shall impress a lien for the costs of such work upon other lots owned by the Landowner. Such lien shall be perfected by filing in the office of the County Clerk of Tarrant DRAINAGE CHANNEL MAINTENANCE AGREEMENT 3 Rev. 03/01/2022 BN County, Texas an affidavit identifying the property to be charged with such lien, stating the amount thereof, and making reference to this Agreement. 6. This Agreement imposes no liability of any kind whatsoever on the City. THE LANDOWNER AND ASSOICATION AGREES TO HOLD THE CITY HARMLESS FROM ANY LIABILITY IN THE EVENT THE FACILITY FAILS TO OPERATE PROPERLY. LANDOWNER AND ASSOCIATION COVENANT AND AGREE AND DOES HEREBY INDEMNIFY, HOLD HARMLESS AND DEFEND THE CITY OF FORT WORTH, ITS AGENTS, SERVANTS AND EMPLOYEES FROM AND AGAINST ALL COSTS, EXPENSES, LOSSES, DAMAGES, CLAIMS OR CAUSES OF ACTION WHATSOEVER ARISING, OR WHICH MIGHT ARISE, FROM THE FAILURE OF OWNER OR ANY FUTURE OWNERS OF THE ABOVE FACILITY PROPERTY TO MAINTAIN THE BED AND BANKS OF THE DRAINAGE CHANNEL IN ACCORDANCE HEREWITH, OR AS A RESULT OF ANY DAMAGES CAUSED TO PERSON OR PROPERTY DUE TO (1) FLOODING OF THE CHANNEL AND ITS BANKS, (2) SLOPE FAILURE OF THE BANK OF THE CHANNEL, AND (3) AND FAILURE OF THE CHANNEL AND ITS BANK TO OPERATE IN A MANNER CONSISTENT WITH CITY OF FORT WORTH CRITERIA TO PERFORM ANY OF ITS DUTIES OR OBLIGATIONS HEREUNDER. 7. Landowner and Association covenants and agrees that no habitable building shall be erected within the drainage channel outlined on Exhibit "A" but this paragraph shall not preclude construction of other improvements within the drainage channel, which do not impede drainage. Landowner and Association covenants and agrees that no habitable building shall be erected on the above property abutting such easement which shall have a finished floor at an elevation less than two feet above the maximum depth of water in the detention pond which would occur during a 100-year frequency flood. 8. This Agreement shall be recorded among the land records of Tarrant County, Texas, and shall constitute a covenant running with the land, and shall be DRAINAGE CHANNEL MAINTENANCE AGREEMENT 4 Rev. 03/01/2022 BN binding on the Landowner, its administrators, executors, assigns, heirs and any other successors in interests, including any property owners association. 9. Notwithstanding anything to the contrary contained or implied elsewhere herein, it is eXpressly agreed and understood that the liabilities, indemnities and obligations of Landowner hereunder shall expire and be of no further force or effect upon the transfer ("Transfer") by Landowner to the Association of legal title to the Facility Property, save and eXcept for any liabilities, indemnities and obligations of Landowner hereunder which have accrued and are due, payable and/or performable as of [REMAINDER OF THIS PAGE LEFT 1NTENTIONALLY BLANK] DRAINAGE CHANNEL MAINTENANCE AGREEMENT .rJ Rev. 03/01/2022 BN EXe�utea tn�s 27th aay of February CITY OF FORT WORTH � Jesica McEachern Assistant City Manager City of Fort Worth Date: �� Approved as to Form and Legality: M. �C� vl�r �n�l��s� /� M. Kevin Anders, II (Feb 23, 2026 10:26:15 CST) M. Kevin Anders, II Assistant City Attorney City Attorney's Office Date: �2�23�2�26 U4 Il 4 FORTIlaa �p� F0000000, !y��a ATTEST: ° �o 0 �.Q �� o�o o=d \ % � °o�000 o�*d C`��A, � aana aEXA?a4p Jannette S. Goodall City Secretary Date: �3��2�2�26 Zo26. Contract Compliance Manager: By signing, I acknowledge that I am the person responsible for the monitoring and administration of this contract, including ensuring all performance and reporting requirements. Kandice Merrick Planning Manager Date: 02�23�2�26 OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX DRAINAGE CHANNEL MAINTENANCE AGREEMENT 6 Rev. 03/01/2022 BN STATE OF TEXAS COUNTY OF TARRANT This instrument was acknowledged before me on Febl'u8ry 27, 2026 by Jesica McEachern, Assistant City Manager of the City of Fort Worth, on behalf of the City of Fort Worth. �R Pv KATHLEEN BRADFORD � Natary Puhlic x�k STATE OF TEXAS vi � NoYary I.D. 72197197 �F My Camm. �p. Apr. i2, 2027 ��.. � i%: i' � Notary Public, State of Texas DRAINAGE CHANNEL MAINTENANCE AGREEMENT 7 Rev. 03/01/2022 BN t,�y»o�vNt,ti GRl3K I:dgc��od LLC a Tc�as limited liability con�pany � �3v: Aaron Guthrie� Its: Authorized Signcr Date: ) / i -z'0�,(p STATE OF � ��Cc^%,S § COUNTY OF C,o �,Li 1(1 § BEFORE ME, the undersigned authority, a Notary Public in and for the State of T�.�oi,s , on this day persona(ly appeared -f-tid.Y0Y1 ��tA+/1T'i� (name). ��p�ry �� ` �t P,tr` (title), known to me to be the Dpy person whose name is subscribed the foregoing insirument, and acknowledged to me that he/she executed the same for the purposes and consideration therein expressed, as the act and deed of ��g� � f'1� (entity), a � i m� .� ;��br (,i � (entity type) and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this �� day of�,J,t�,r , 20�1Q,.. �� Notary Pu �c, State of � ,�pPY PLB KRISTY LYN CHANDLER � z�� Notary ID #1 297702 3 8 ' �� P My Commission Expires � 4�OF�� April 1, 2026 ; .I, ,i r' 4il�.y�l.1 .� �.��i�ii�i,�,l..,:.�ll�� .i_,Ii:..�.��0i � LI�I� �.� a ORAtNAGE CHANNEL MAINTENANCE AGREEMENT $ Rev. 03J01l2022 BN LANDOWNER MERITAGE HOMES OF TEXAS, LLC a Arizona limited liability company By: Frank Su Its: Vice President — Land Acquisition Date: � ��7/li STATE OF COUNTY OF %�s �a��us � � BEFORE ME, the undersigned authority, a Notary Public in and for the State of �� S , on this day personally appeared � G� /��.Si�� 7 F��Gn fC' ,,l/ (name), (title), 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 far the purposes and consideration therein expressed, as the act and deed of / rl�r��r.G� /��t �f �G�•s, ��G. (entity), a �r ��zo�k �in�rj��c� �a �� li� v LO en�it t e and in the ca acit therein � Y YP ) P Y stated. � GIVEN UNDER MY HAND AND SEAL OF OFFICE this �,p day � of J�.,��, , Zo�. �N1N{41t�l6/00>� \`a\\\��\.�G � TR� e��/i��i ��.....•a � �.�p'�P Y � Bl,�; � � � � O • � � � � � � � -^ • I � V•� P� : s i'. �TF 0 F Z� D� :� � �i �'��3276��:� �a� /////��Rii kR�� e�� L�i� Notary Public, State of %'-�xas DRAINAGE CHANNEL MAINTENANCE AGREEMENT 9 Rev. 03/01/2022 BN ASSOCIATION Cibolo Hills Homeowners Association, Inc. A Texas nonproiit corporation � �� By: Frank Su G Its: Board of Directors STATE OF �,'�'� COUNTY OF �q,%jli.S' � 0 BEFORE ME, the undersigned authority, a Notary Public in and for the State of �,��,�, { , on this day personally appeared �!'Gf�,�c ,S(/ (name), �7�,t.rc� f�l� v%/'�GP�� S' (title), 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� ��O t% ��`s �o�!�'� �s ��h°^ �^G. (entity), a �: S /!.�'I�foFif LOrr�ol'u�I'�on , stated. (entity type) and in the capacity therein GIVEN UNDER MY HAND AND SEAL OF OFFICE this of �dn Va (a' 20�. v� � ��p�,S T RlB� �1nd%>s � \��\ :�.��e��,` , //�� : O�P�y pUe��' � r ; .? . � . . � . . — . . ? : `�'� Q.`' : � '. �T� 0 f ��3 0` ` i �•��`13276��••' �� /////��!iii ia� ��°�\�\\\ �/— —-� otary Public, State of %,x-�.t day DRAINAGE CHANNEL MAINTENANCE AGREEMENT � O Rev. 03/01l2022 BN ASSOCIATION Cibolo Hills Homeowners Association, Inc. A Texas nonproiit corporation � �� By: Frank Su G Its: Board of Directors STATE OF �,'�'� COUNTY OF �q,%jli.S' � 0 BEFORE ME, the undersigned authority, a Notary Public in and for the State of �,��,�, { , on this day personally appeared �!'Gf�,�c ,S(/ (name), �7�,t.rc� f�l� v%/'�GP�� S' (title), 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� ��O t% ��`s �o�!�'� �s ��h°^ �^G. (entity), a �: S /!.�'I�foFif LOrr�ol'u�I'�on , stated. (entity type) and in the capacity therein GIVEN UNDER MY HAND AND SEAL OF OFFICE this of �dn Va (a' 20�. v� � ��p�,S T RlB� �1nd%>s � \��\ :�.��e��,` , //�� : O�P�y pUe��' � r ; .? . � . . � . . — . . ? : `�'� Q.`' : � '. �T� 0 f ��3 0` ` i �•��`13276��••' �� /////��!iii ia� ��°�\�\\\ �/— —-� otary Public, State of %,x-�.t day DRAINAGE CHANNEL MAINTENANCE AGREEMENT � O Rev. 03/01l2022 BN EXHIBIT "A1 - A-3" LEGAL DESCRIPTION DRAINAGE CHANNEL MAINTENANCE AGREEMENT 11 Rev. 03/01/2022 BN EXHIBIT "A-1" 0.127-ACRE STORM WATER FACILITY MAINTENANCE AGREEMENT BEING 0.127 ACRES OF LAND SITUATED IN THE BENJAMIN THOMAS SURVEY, ABSTRACT NO. 1497, CITY OF FORT WORTH, TARRANT COUNTY, TEXAS, AND BEING A PORTION OF A TRACT OF LAND DESCRIBED TO MERITAGE HOMES OF TEXAS, LLC AND GRBK EDGEWOOD, LLC (HEREINAFTER REFERRED TO AS "MERITAGE/GRBK") BY DEED RECORDED IN COUNTY CLERK'S FILE NO. D224176769, OFFICIAL PUBLIC RECORDS, TARRANT COUNTY, TEXAS, AND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING AT A POINT ON THE WEST LINE OF A TRACT OF LAND DESCRIBED AS EAGLE MOUNTAIN SAGINAW INDEPENDENT SCHOOL DISTRICT (HEREINAFTER REFERRED TO AS "EMSISD") BY DEED RECORDED IN COUNTY CLERK FILE NO. D221367223 OF SAID OFFICIAL PUBLIC RECORDS, FROM WHICH A 5/8-INCH CAPPED IRON ROD STAMPED "UA SURVEYING" FOUND (HEREINAFTER REFERRED TO AS "IRON ROD FOUND") FOR THE NORTHWEST CORNER OF SAID EMSISD TRACT BEARS NORTH 01°23'46" WEST, A DISTANCE OF 143.58 FEET, AND FROM WHICH AN IRON ROD FOUND FOR THE NORTHWEST CORNER OF SAID MERITAGE/GRBK TRACT BEARS NORTH 06°58'01" EAST, A DISTANCE OF 1,276.05 FEET; THENCE SOUTH 01°23'46" EAST, WITH SAID WEST LINE, A DISTANCE OF 196.97 FEET TO THE BEGINNING OF A NON-TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 465.62 FEET AND A CHORD THAT BEARS NORTH 17°23'S2" WEST, 256.47 FEET, FROM WHICH AN IRON ROD FOUND FOR THE SOUTHWEST CORNER OF SAID MERITAGE/GRBK TRACT BEARS SOUTH 01°23'46" EAST, A DISTANCE OF 313.31 FEET AND FROM WHICH AN IRON ROD FOUND FOR THE SOUTHEAST CORNER OF A TRACT OF LAND DESCRIBED TO MERITAGE HOMES OF TEXAS, LLC AND GRBK EDGEWOOD, LLC BY DEED RECORDED IN COUNTY CLERK FILE NO. D221239778 OF SAID OFFICIAL PUBLIC RECORDS BEARS NORTH 84°28'24" WEST, A DISTANCE OF 684.72 FEET; THENCE DEPARTING SAID WEST LINE, OVER AND ACRO55 SAID MERITAGE/GRBK TRACT, THE FOLLOWING COURSES AND DISTANCES: WITH SAID CURVE TO THE LEFT, THROUGH A CENTRAL ANGLE OF 31°58'19", AN ARC-DISTANCE OF 259.82 FEET; NORTH 58°03'03" EAST, A DISTANCE OF 40.01 FEET TO THE BEGINNING OF A NON-TANGENT CURVE TO THE RIGHT HAVING A RADIUS OF 505.63 FEET AND A CHORD THAT BEARS SOUTH 28°48'17" EAST, 78.73 FEET; WITH SAID CURVE TO THE RIGHT, THROUGH A CENTRAL ANGLE OF 08°55'S0", AN ARC-DISTANCE OF 78.81 FEET TO THE POINT OF BEGINNING AND CONTAINING A CALCULATED AREA OF 0.127 ACRES (5,525 SQ. FEET), OF LAND. � Aaron C. �+�F.fP.L.S. Registered Professional Land Surveyor Texas Registration No. 6702 LJA Surveying, Inc. 3017 West 7t" Street, Suite 300 Fort Worth, Texas 76107 817-288-1900 TBPELS Firm No. 10194382 (Revised October 13, 2025) April 17, 2025 ��..OF . T / P��G � s r ��' .E,+ �.°`��` � Fp �''.9�J1 ...:..o.....oa..o..eeeee.:ee. AARON C. BROWN e.�.va.ee..ee.ee.....00.s .. i °.A 6702 �; �. �°'�� s s � oa- o� �� . S U+R� �� Page 1 of 2 1 r J � CURVE CENTRAL ANGLE � C1 31°58'19" � C2 8'S5'50" MERITAGE HOMES OF TEXAS, LLC AND GRBK EDGEWOOD, LLC C.C. D221239778 .P.R.T.C.T. RADIUS 465.62' 505.63' �I 0 co n �I W c0 I �I io 0 Z CHORD EARING N17°2 '52"W S28'4 '17"E PS M\N �CD No. 8�N P�S�RP / C2 0.127 ACRES ��' Na1'23'46"W (5,525 SQ.FT.) 143.58' POINT OF � � BEGINNING CHORD LENGTH 256.47' 78.73' BEARING S01'23'46"E N58'03'a3"E ARC LENGTH � 259.82' � 78.81' � DISTANCE 196.97' 40.01 ' CIBOLO HILL C.C.# D223189635 P.R.T.C.T. �so�Oslyo h',l � p� jIl .�� ' \ ��J � EAGLE MOUNTAIN SAGINAW w INDEPENDENT SCHOOL DISTRICT C.C. D221367223 � M .P.R.T.C.T. M � N � M �84°28'24"W o 684.72� N � � G � �1 �� O�� p � Q�,�y� ��g`L a �p��,��G � ;��, oti�.. MERITAGE HOMES OF TEXAS, LLC N��•'�?' AND GRBK EDGEWOOD, LLC W G� �'� C.C. D224176769 � LEGEND �.P.R.T.C.T. s £ C.C.# COUNTY CLERK'S FILE N0. o O.P.R.T.C.T. OFFICIAL PUBLIC RECORDS, TARRANT COUNTY, TEXAS � � 5/8" CAPPED IRON ROD FOUND STAMPED ; "LJA SURVEYING" FOUND UNLESS OTHERWISE NOTED � HORIZONTAL DATUM: � THE BEARING BASIS IS GRID NORTH, TEXAS STATE PLANE COORDINATE SYSTEM, NORTH CENTRAL ZONE, NAD83 o(NAD83 (2011) EPOCH 2O10), AS DETERMINED BY GPS OBSERVATIONS. ALL DISTANCES SHOWN HEREON ARE � THE RESULT OF THE APPLICATION OF A COMBINED SCALE FACTOR OF 1.00012. � DATE: 04/17/2025 EXH I BIT "A-1" o PAGE Z DRWN BY: K.R.B. 0.127-ACRE STORM WATER FACILITY Z a MAINTENANCE AGREEMENT X CHKDBY: A.C.B. SITUATEDINTHE z OF 2 pROJ N0. 0166 BENIAMIN THOMAS SURVEY, ABSTRACT NO. 1497 N CITY OF FORT WORTH, TARRANT COUNTY, TEXAS � LINE � L1 � L2 vR�� S�g� 300 0 300 1 INCH = 300FT. (REVISED 10/13/2025) LJA Surveying, Inc. iJ� 3017 West7th Street Phone 817.288.1900 Suite 300 Fort Worth, Texas 76107 T.B.P.E.L.S. Firm No. 10194382 EXHIBIT "A-2" 0.063-ACRE STORM WATER FACILITY MAINTENANCE AGREEMENT BEING 0.063 ACRES OF LAND SITUATED IN THE BENJAMIN THOMAS SURVEY, ABSTRACT NO. 1497, CITY OF FORT WORTH, TARRANT COUNTY, TEXAS, AND BEING A PORTION A TRACT OF LAND DESCRIBED TO MERITAGE HOMES OF TEXAS, LLC AND GRBK EDGEWOOD, LLC (HEREINAFTER REFERRED TO AS "MERITAGE/GRBK") BY DEED RECORDED IN COUNTY CLERK'S FILE NO. D224176769, OFFICIAL PUBLIC RECORDS, TARRANT COUNTY, TEXAS, AND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING AT A POINT ON THE EAST LINE OF A TRACT OF LAND DESCRIBED TO EAGLE MOUNTAIN SAGINAW INDEPENDENT SCHOOL DISTRICT (HEREINAFTER REFERRED TO AS "EMSISD", FROM WHICH A 5/8-INCH CAPPED IRON ROD STAMPED "UA SURVEYING" FOUND (HEREINAFTER REFERRED TO AS "IRON ROD FOUND") FOR THE NORTHEAST CORNER OF SAME TRACT ON THE SOUTH RIGHT-OF-WAY LINE OF SHOSHONI DRIVE (A 60-FOOT RIGHT-OF-WAY) BEARS NORTH 36°31'22" EAST, A DISTANCE OF 17.47 FEET, AND FROM WHICH AN IRON ROD FOUND FOR THE EASTERNMOST NORTHEAST CORNER OF SAID MERITAGE/GRBK TRACT ON SAID SOUTH RIGHT-OF-WAY LINE BEARS SOUTH 73°01'41" EAST, A DISTANCE OF 858.70 FEET; THENCE OVER AND ACROSS SAID MERITAGE/GRBK TRACT, THE FOLLOWING COURSES AND DISTANCES: SOUTH 52°12'22" EAST, A DISTANCE OF 25.08 FEET; SOUTH 37°48'08" WEST, A DISTANCE OF 2.47 FEETTO THE BEGINNING OF A CURVE TO THE RIGHT HAVING A RADIUS OF 430.00 FEET AND A CHORD THAT BEARS SOUTH 41°26'31" WEST, 54.59 FEET; WITH SAID CURVE TO THE RIGHT, THROUGH A CENTRAL ANGLE OF 07°16'45", AN ARC-DISTANCE OF 54.63 FEET; SOUTH 45°04'S4" WEST, A DISTANCE OF 100.00 FEET TO THE BEGINNING OF A CURVE TO THE LEFT HAVING A RADIUS OF 490.00 FEET AND A CHORD THAT BEARS SOUTH 40°48'08" WEST, 73.13 FEET; WITH SAID CURVE TO THE LEFT, THROUGH A CENTRAL ANGLE OF 08°33'32", AN ARC-DISTANCE OF 73.20 FEETTO SAID EAST LINE, FROM WHICH AN IRON ROD FOUND FOR THE SOUTHEAST CORNER OF SAID EMSISD TRACT BEARS SOUTH 36°31'22" WEST, A DISTANCE OF 402.17 FEET; THENCE NORTH 36°31'22" EAST, WITH SAID EAST LINE, A DISTANCE OF 229.23 FEET TO THE POINT OF BEGINNING AND CONTAINING A CALCULATED AREA OF 0.063 ACRES (2,742 SQ. FEET) OF LAND. � Aaron C. wn . .L.S. Registered Professional Land Surveyor Texas Registration No. 6702 LJA Surveying, Inc. 3017 West 7t'' Street, Suite 300 Fort Worth, Texas 76107 817-288-1900 TBPELS Firm No. 10194382 (Revised October 13, 2025) April 17, 2025 ��..0 F .. T � /L�P �G � s r �� ••..; h �Lj� 2- � Fp '• J� ...:..o.....oa..o..eeeee.:ee. AARON C. BROWN e.�.va.ee..ee.ee.....00.s .. i °.A 6702 �; �. �°'�� s s � oa- o� �� . S U+R� �� Page 1 of 2 � CURVE CENTRAL ANGLE RADIUS CHORD BEARING CHORD LENGTH ARC LENGTH � C1 7'16'45" 430.00' S41'26'31 "W 54.59' 54.63' � C2 8°33'32" 490.Q0' S40°48'08"W 73.13' 73.20' CIBOLO HILL C.C.# D223189635 P.R.T.C.T. 13 ' `��p 18 s� ' `r�0,� t 9 \�jG, �js�, � 20 �.,�Ir� 21 "l' 2 14 ' 5 CUSTq��. �o 16 � �q,�, ti 17 F POINT OF BEGINNING EAGLE MOUNTAIN SAGINAW � INDEPENDENT SCHOOL DISTRICT C.C. D221367223 .P.R.T.C.T. n. � � � 22 � 23 � �2� 47 ,s JC+�' 48 '� 49 14 G,� �; O \ 13X `' �'o � �. /j-' � 0.063 ACRES ;�/ (2,742 SQ.FT.) , vRv�� o�.l`PS � �g� M�N �G N� g�N P85�RP MERITAGE HOMES OF TEXAS, LLC AND GRBK EDGEWOOD, LLC C.C. D224176769 .P.R.T.C.T. � LINE BEARING DISTANCE � L1 S52°12'22"E 25.08' � L2 S37'48'08"W 2.47' � L3 S45'04'54"W 100.00' � L4 N36°31'22"E 229.23' � LS N36'31'22"E 17.47' W z J } W i � � � W a � x 0 � a � a J �� CIBOLO HILL, 3 PHASE 3 2� C.C.# D222236996 } P R.T.'.T. �� O P�rAWATOMI LANE 13 12 S8, �,� 10 6 5 9 8 � �.,� — � �. \ LOT 1X, BLOCK 31 CIBOLO HILL C.C.# D220187858 P.R.T.C.T. 31 �X APPROXIMATE SURVEY LINE ; LEGEND ; C.C.# COUNTY CLERK'S FILE N0. ' P.R.T.C.T. PLAT RECORDS, TARRANT COUNTY, TEXAS ; O.P.R.T.C.T. OFFICIAL PUBLIC RECORDS, TARRANT COUNTY, TEXAS � � 5/8" CAPPED IRON ROD FOUND STAMPED � "LJA SURVEYING" FOUND UNLESS OTHERWISE NOTED ; HORIZONTAL DATUM: THE BEARING BA515 IS GRID NORTH, TEXAS STATE PLANE COORDINATE SYSTEM, NORTH CENTRAL ZONE, NAD83 �(NAD83 (2011) EPOCH 2O10), AS DETERMINED BY GPS OBSERVATIONS. ALL DISTANCES SHOWN HEREON ARE � THE RESULT OF THE APPLICATION OF A COMBINED SCALE FACTOR OF 1.00012. DATE: 04/17/2025 EXHIBIT ��A-2�� ; PAGE Z DRWN BY: K.R.B. 0.063-ACRE STORM WATER FACILITY � CHKD BY: A.C.B. MAINTENANCE AGREEMENT OF � SITUATED IN THE PROJ N0. 0166 BENIAMIN THOMAS SURVEY, ABSTRACT NO. 1497 , CITY OF FORT WORTH, TARRANT COUNTY, TEXAS REMAINDER OF) CHA EL HILL WEST LLC C.C.#D218219520 O P.R.T.C.T. 200 0 200 1 INCH = 200FT. (REVISED 10/13/2025) LJA Surveyinc�, Inc. iJ� 3017 West7th Street Phone 817.288.1900 Suite 300 Fort Worth, Texas 76107 T.B.P.E.L.S. Firm No. 10194382 EXHIBIT "A-3" 0.486-ACRE STORM WATER FACILITY MAINTENANCE AGREEMENT BEING 0.486 ACRES OF LAND SITUATED IN THE BENJAMIN THOMAS SURVEY, ABSTRACT NO. 1497, CITY OF FORT WORTH, TARRANT COUNTY, TEXAS, AND BEING A PORTION OF A TRACT OF LAND DESCRIBED TO MERITAGE HOMES OF TEXAS LLC AND GRBK EDGEWOOD LLC (HEREINAFTER REFERRED TO AS "MERITAGE/GRBK") BY DEED RECORDED IN COUNTY CLERK'S FILE NO. D224176769, OFFICIAL PUBLIC RECORDS, TARRANT COUNTY, TEXAS, AND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING AT A POINT WITHIN SAID MERITAGE/GRBK TRACT, FROM WHICH A 5/8-INCH CAPPED IRON ROD STAMPED "LJA SURVEYING" FOUND FOR THE SOUTHERNMOST SOUTHWEST CORNER SAME MERITAGE/GRBK TRACT BEARS SOUTH 80°17'30" EAST, A DISTANCE OF 691.23 FEET; THENCE OVER AND ACROSS SAID MERITAGE/GRBK TRACT, THE FOLLOWING COURSES AND DISTANCES: SOUTH 85°45'13" WEST, A DISTANCE OF 195.77 FEET TO THE BEGINNING OF A CURVE TO THE RIGHT HAVING A RADIUS OF 3,005.00 FEET AND A CHORD THAT BEARS SOUTH 89°40'48" WEST, 411.54 FEET; WITH SAID CURVE TO THE RIGHT, THROUGH A CENTRAL ANGLE OF 07°51'11", AN ARC-DISTANCE OF 411.86 FEET, FROM WHICH A 5/8-INCH CAPPED IRON ROD STAMPED "UA SURVEYING" FOUND FOR THE SOUTHERNMOST SOUTHWEST CORNER OF SAID MERITAGE/GRBK TRACT BEARS SOUTH 03°36'24" EAST, A DISTANCE OF 55.00 FEET; NORTH 03°36'24" EAST, A DISTANCE OF 35.00 FEET TO THE BEGINNING OF A NON-TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 2,970.00 FEET AND A CHORD THAT BEARS NORTH 89°40'48" EAST, 406.75 FEET; WITH SAID CURVE TO THE LEFT, THROUGH A CENTRAL ANGLE OF 07°51'11", AN ARC-DISTANCE OF 407.07 FEET; NORTH 85°45'13" EAST, A DISTANCE OF 195.77 FEET; SOUTH 04°14'47" EAST, A DISTANCE OF 35.00 FEET TO THE POINT OF BEGINNING AND CONTAINING A CALCULATED AREA OF 0.486 ACRES (21,183 SQ. FEET) OF LAND. � Aaron C.��P.L.S. Registered Professional Land Surveyor Texas Registration No. 6702 LJA Surveying, Inc. 3017 West 7t" Street, Suite 300 Fort Worth, Texas 76107 817-288-1900 TBPELS Firm No. 10194382 (Revised October 13, 2025) April 21, 2025 ��..OF.. T� P, '��R�•;h �8 �Q'� �p �' J� ......o.....oa..o..eeeee..ee. AARON C. BROWN ..y�....e .............00.s .. � ;A 6702 P ,r ,� ��,°fess�o;:-o� `� .SUR�� Page 1 of 2 0.486 ACRES l�� ,R� cn FT 1 EASEMENT LOCATION i I � � VICINITY MAP (NOT TO SCALE) vRJ�� orAPs 5►�g� M�N �G N� 8�N PgS.�RP 0.486 ACRES (21,183 SQ.FT.) C2 J J C1 � LINE BEARING DISTANCE � L1 S85'45'13"W 195.77' � L2 NO3°36'24"E 35.00' � L3 SO4°14'47"E 35.00' I L4 S03'36'24"W 55.00' � CURVE � C1 � C2 LEGEND CENTRAL ANGLE I RADIUS 7°51'11" 3005.00' 7'51'11" 2970.00' � � J MERITAGE HOMES OF TEXAS, LLC AND GRBK EDGEWOOD, LLC C.C. D224176769 .P.R.T.C.T. N85°45' 13"E 195.77' L1 �� POINT OF � BEGINNING � S8p 7'3 E 9 � •23 � CHAPEL HILL WEST LLC C.C. D218219520 .P.R.T.C.T. CHORD BEARING I CHORD LENGTH S89°40'48"W 411.54' N89'40'48"E 406.75' C.C.# COUNTY CLERK'S FILE N0. O.P.R.T.C.T. OFFICIAL PUBLIC RECORDS, TARRANT COUNTY, TEXAS � 5/8" CAPPED IRON ROD FOUND STAMPED "LJA SURVEYING" FOUND UNLESS OTHERWISE NOTED HORIZONTAL DATUM: THE BEARING BA515 IS GRID NORTH, TEXAS STATE PLANE COORDINATE SYSTEM, NORTH CENTRAL ZONE, NAD83 (NAD83 (2011) EPOCH 2O10), AS DETERMINED BY GPS OBSERVATIONS. ALL DISTANCES SHOWN HEREON ARE THE RESULT OF THE APPLICATION OF A COMBINED SCALE FACTOR OF 1.00012. DATE: 04/21/2025 EXH I BIT "A-3" PAGE Z DRWN BY: K.R.B. 0.486-ACRE STORM WATER FACILITY CHKD BY: A.C.B. MAINTENANCE AGREEMENT OF � SITUATED IN THE PROJ N0. 0166 BENIAMIN THOMAS SURVEY, ABSTRACT NO. 1497 CITY OF FORT WORTH, TARRANT COUNTY, TEXAS ARC LENGTH � 41 1.86' � 407.07' � 200 0 200 1 INCH = 200FT. (REVISED 10/13/2025) LJA Surveying, Inc. iJ� 3017 West7th Street Phone 817.288.1900 Suite 300 Fort Worth, Texas 76107 T.B.P.E.L.S. Firm No. 10194382 EXHIBIT "B" DESIGN PLAN AND SPECIFICATIONS CIBOLO HILLS WEST CONSTRUCTION PLAN SHEETS: • EROSION CONTROL PLAN • OVERALL STORM DRAINAGE MAP • DRAINAGE AREA MAPS • STORM DRAIN PLAN & PROFILES • SWALE PLAN & PROFILES • GRADING PLAN • STORM DRAIN DETAILS i �, ,, i— � � �� L � ' � WARNING ! �-� - � - EXISTING GAS PIPELINES, / .. NlancroR ro vcRiry �ocanoN < / - & COrvta t vaovDER PRiOR � EXISTINC CHAPEL HILL TO CO STRUCTON PW15E 1 � � X-1505] /� 0� �, , _ 380 . � �n �n�/ � / \ / \/y/ � .. Y � i � ` / .� p C �I � � I I I III � ,�� i I i-'- 9 il III . � ;"'✓ � � -, � �\��`� /�,, . �i�j � . ' �C� i, i / I� III ltl \��\ ' �� i . #' I i \ �� '� '� �;t Illll-r',.� \ ��.� / �y �,.R.T '�I . � , ��,�� —�y � � I.. - I, JJ Y i,.. V �� /' / \ �INI�II� / � // C TENiATVE CONSi UC �� ENTRANCE LOCA I 1 � .� (SEE NO E � � \ / / <� � �1 \ � ��, i � r � / � � Y '^N9 Lf D FR50 5 LE ti � f ' A E. l. . CO E / \ � ,a�e�cc�ooinr�wiHcwra "i� � / \ � 0 NEI � � I� / / � �NG _.'eA:;2 � �� /,�/� ___._.. / �� EC ED t 8 �� / I/ / . C: LD G S / ("/�� /II I��: , , / . �, �, / ' i i /' o i il / / � \ �' LD NG SEiB/+Crc � r - 1 � � < 1ABTPBLE � / �\1 \ "\1 �� STRUCTURES % `11 1 / � / d / \�� 100 YEAR FEA�A . \ FLOODPIA N \� �\� /// ��. \ / \ ♦\ \ / / / ��- - - a_ `` / / . ,_ � fff777 � Y� /� . -. .. - - i.,,, I � � -' /I � � INSiALL SILi FENCE J ' � i ' I I PftOft i0 L D 1I � ✓ � � I D SiURBANCE II i r ii i i s � i � I nvei N�u (vno cl s nsi�n-, � � I �('C� D216080��4 � I _ ovarcl i \� ( i I �. �� _ � -r ,� , `� I � � I I A�' � � �, ,!� , ' �_ � fl � l � 200 LFi :,Oh RESSOR BULDNG '� m SEiB/+Crc FOi PROiECiED USE �±.`, � STFUCTURELD NG Ok HPB iPBLE , � ,\ o �f LEGEND NLi FENCE TO BE �� STALLED P O�F 0 ANY LAND DSTUFB CE OF NTIAL GRADING (SEE DETAIL SHi 48) SEDIMENi BARRER TO BE ��- NSiALLED AFiER F NAL GRAD NG AND/OR AFiER ao PAVEMENi CONSiRUCiION N nniD CURB Bn:KfLL w�r vaorecroN �� SURFACE FLOW PRROW �r �oNnR��oN � X ��j 'INSrALL SILT FENOE \ ' � _ � % PRIOR TO UND � V _INSTALL INLET DISTURBANCE , PROTECTON � '� 7 �� NP) .. q�, /� a- � � "/ 0. �� i'd � �' oR\Ji '/INSTALL INLEf � 5 �-�'�E GROTECTION A `�, � 'i m �ttPJ ',.,,� . .� rII I um _.,�'; 1^S w^..� �..�� ,'/'I'��".'�.�� `•1 �4� / / � � /�,/,�/ ,\y '.\ - . � 1' r ��' ` . �'. r��, 1 � / � /r � ��4 \ �� Y�� \ � • / � � ��. �• � . � �4�� I v\ I u r � / �`\� \��/ �� ` , \ `� � \ �, � . \ � \ \ �\ . \ � ,.,�, ,r .�� ; � �, • , 1 � I I„ i � ___-\ � v I� I Y I' _ - ` _ �. R 11�— —•� ` III�A J� � �Si�� «�� 3 � �� r��l i = . � � I' -� �.� �' r �l I � I � ��°ui��l —�I /�_!h�.�.. f� � il„ L� ; l �L(.'I �� / �� \ !� � \ �� ` \ J I l��tll^ �� I �� 96 l ; -- � 1 �� FIIw _,_ ` �,mr�=�AN ~•�, , _ I� . . I�I � II� i I' � ( � / � �� \\ NOTES � I�I�\�� _ PRIMARY OPERATOR TO LOCATE AND MAINTAIN EQUIPMEM STAGING AREA AND EQUIPMENT LAVDOWN AREA. �\ 2. PRIMARY OPERATOR I$ RESPONSIBLE TO SUBMIT THE N01, UPKEEP AND MAINTAIN THE CONSTRUCTION SITE IN � �I. � �/ /o ACCORDANCE wITH LOCAL, STAiE AND FEDERAL REQUIREMENTS FOR EROSION AND SEDIMENT CONTROL. (TCEQ � � � rxRiS0000) �/% � 3 PRIMARY OPER4TOR SHALL iMMEDIATELY HYDROMULCH ALL DISTURBED AREAS AT THE COMPLETION OF ALL p GRADING ACTIVITIES WITHIN THE 100 YEAR FLOODPLAIN. '7. ;/�� 4. TOTAL AREA TO BE DISTURBED IS APPROXIMATELV J0.9 ACRES ON 228 RESIDENTIAL LOTS, STREETS AND � I O � ; - � SwALES. � 5 IF ANY EARTN MAiERIAL iS iRANSPORiED FROM THE CONSTRUCTION SITE THE CONTRACTOR RESPONSIBLE FOR � __ a� � MAINTAINING EROSION CONTROL SHALL PROVIDE STREET CLE4NING ON PUBLIC STREETS ON A DAILY BASIS (1■ z ..� � _� EARTH MATERIAL IS NOT PERMITTED TO AGWMULATE ON ANY PUBLIC STREET. I■ 6. CONSTRUCTION ENTRANCE TO BE DETERMINED BY OWNER. 1 �. /+LL DISTVRBED AREAS TO BE SEEDED PER CITY OF FORT WORTH SPEGFICATIONS AND MNNTAINED VNTIL � 1: L o FULLY ESTABLSHED z � 8 SOIL EROSION AND SEDIMENT CONTROL SHALL BE PROVIDED PER CIN OF FORT WORTH EROSION REGULATIONS L _— � 9. RESPONSIBILItt FOR INSTALLATION, ROUTINE INSPEGTION, AND MNNTENANCE OF EROSION CONTROL SHOULD BE 0 50 t0o 200 m �: • _� DEFINED AND ASSIGNED TO APPROPRIATE PERSON(5) PRIOR TO GOMMENGEMENT OF ANY SOIL DISTURBANCE � O ACTIVItt �I�;I — 10 EROSION CONTROL MEASURES MUST BE CONSTRUCTED AND FUNCTIONAL BEFORE ANY GR4DING OR LAND DiSTURBANCE TAKES PLACE I i� �I N = 11. TEMPORARV OR PERMANENT SOIL STABILIZATION MUST BE APPLIED TO ALL DENUDED AREAS WHEN FINAL � _ - GRA�E IS REACHED ON ANv PORTION OF SITE. TEMPORARY SOIL STABILIZATION MUST BE APPLIED TO � DISTURBED AREAS LEFT DORMANT FOR EXCESSIVE PERIOD W •� �� 12 IN THE EVENT THAT MEASURES BEING USED ARE DEEMED TO BE INEFFECTIVE BY qtt INSPECTORS, ADDITIONAL � J.�.� — _� MEASURES OR CHANGES IN THE ORiGINAL PLAN MAY BE REQUIRED BY THE CIiY OF FORT WORTH 13- ALL EROSION CONTROL MEASURES SHALL BE INSPEGTED BY THE SITE FOREMAN DNLY. ANY STRUGTURE OR �� _ __ � CONTROL DEVICE wHICH IS DAMAGED OR INOPERATIVE WILL BE REPAIRED OR REPUCED IMMEDIATELY. J � - ta FINAL LOCATION OF ONSITE WASTE AND MATERIALS STORAGE TO BE DETERMINED IN THE FIELD �� ,` . � SHOSHONI DRIVE �� ..... ... . �.... �� « r r..... ,,� r-F �-�.�Yi�ysa�ofi�e—�\ ilOn � .ttP7 INSTALL ROCK �CHECK DAM (iVP) � �/ � \ 4. \ � � \ �ro 'I� � STORM WPTER fACILIIY m . o— -� �'L MAINTENANCE �� ACREEMENT n r EASEMENT A1 �� /I� ••' �I�.�'�/ � \ i� �'I q . .: . .... . ..... ...... ...........� r — — I I ' __r_ _- I — I �'',: I �i 1 1 I MATCH LINE SHEEf 47 15 SANITARY FACILITIES SHALL BE PROVIDED IN THE SITE AND REGULARLY SERVICED AS RECOMMENDED Bv THE _ I� SUPPIJER. TRASH AND DEBRIS SHALL BE STORED IN GOVERED BINS OR ENCLOSURES. 16- CONSTRUGTION ENTRANGES/EXITS SHOULD BE LIMITED AND PROTECTION PROVIDED TO PREVENT TRACKING OF O SOIL INTO CITY STREETS. J � n il REMOVE SILT OR SEDIMENT FROM CITY STREETS. CURBS, GUTTERS, FLUMES, HANDICAP ACCESS RAMPS, CURB s / iNLETS SiORM DRAINS AND ANv OTHER PUBIJC DR4INAGE FAqIJtt DNLv OR AS ACCUMULATION OCCURS m � Ctt GROJECi NO 106i1] 18. EROSiON GONTROL SHOULD BE EVALUATED TO DETERMINE THE EFFEGTIVENE55 OF THOSE DENGES BY THE FD_ 30tia 02o0a3> >o6i�I EOJ6B5 U PERSON ASSIGNED TO INSPECT EROSION GONTROL DEVIGES, AND GHANGED MADE IF NEGESSARY_ X 28599 19- OIL TRACKED ONTO PUBLIC ROADS SHALL BE REMOVED DNLY IF FEASIBLE, OR WHEN VISIBLY ACWMUUTED w-ooi9 � SEDIMENT HAS BEEN DEPOSITED DISCHARGED AND DISPLACED SEDIMENTS MUST BE REMOVED IMMEDIATELY. MAPSCO NO 18 20 �USING W/ASH WATER TO WASH SEDIMENTS FROM STREETS IS PROHIBITED � \� � / � � � �� .� ExiSiiNC�HC600 NLLS EROSION CONTROL GENERAL NOiE � / �I \ CPN. 1�36BB "',�� ,.�� , � .` EROSION CONTROL MEASURES MAV ONLV BE PLACED iN BENCHMARKS � II .- ` ��..-- / -� p�� FRONT OF INLETS, IN CHANNELS. DRAINAGEWAYS OR CTv OF FORi ORI A.. 0. 8I1)2. ��\(�� STORM WATER FACIIJiV 60RROW DIiCHES AT THE RISK OF CONTRACTOR LOCATED ON WES n n_ 0.6 ILES �� / MNNiENANCE CONiRACiOR SHALL REMAIN LIABLE FOR ANY DAMAGE SOUTH OF COLU BJ. . MPLL WLVERT Y T UN�ER THE ROA� AN C' ��RTN Of 90 �EGREE AGREEMENT CAUSEO B HE MEASURES INCLUDING FLOODING DAMAGE TE T irvE COrvSTRUCTOry � WHICH MAY OCCUR DUE TO BLOCKED DRAINAGE. AT THE BEND N iHE RO D i0 iHE wESi N iHE CENTER � ENiRANCE LOC i0N � �EMENT CONCLUSION OF ANY PROJECT. ALL CHANNELS. OF THE HEADWALL LEVEL WTH ASPHALT ROAD, (SEE NOTE N6) \� A 2 ORAINAGEWAYS AND BORROW DITCHES IN THE WORK ZONE SEi IN THE TOP INSiALL ROCK CHECK OAM ' V i� \ /f SHALL BE DREDGED OF ANY SEDIMENi GENERAiED BY THE OF irvE HEADwALL ELEV BJ6265 INSiALL INIET ' 4' V,�y ��/, � PROJECT OR DEPOSITED AS A RESJLT OF EROSION BENCNMnRK NO B�t]0. PROTECTION �� CONTROL MEASURES. (n,p� �, , LOCATED ON OLD GRANBURY ROAD 0 2 OF A MILE INS�ALL ROGK CHECK D M iENTAiVE WASTE AND �� L 1 SOUTH OF COWMBUS TRA L AT A CULVERT UNOER '/ , � NATERALS SiORAGE � THuionw�i D ON THE NORTH EN� OF THE WEST �n INSi LL LEf /� i ' LOGATION (SEE NOiE / <<v �� n�z � Peo Ec io �/ �'/ *� ��q) /� i �_, — — — �� i i / � �, � � � � sHoowm Aae � i � I � — .�� i � � i smaeeo uua � �. ��/ � aeaoes p '.� � . .i,� � � � � — , /� �� / � ,/ \ro�e� ��\` � , . o� � � 0 � � , �G�' � � � i � � DniE RFNSiON Bv /%•� � ' " �v �, '.�i � v o3a.vnce i i EROSION CONTROL i i �, •/ �' f . �/ � �""" �, � � � � � � eLAN � V ' � ,� �� /,. . � � • � ,��% r . � o' � i y, , v <'� � �, �i��.�' .�� ( ;ti � i� � r, �� i • �' �, � o �� i �� .�� 4 ,i'C � RBED SRE � 0 6 9� Fr`cJ� � I � >� � /v �� ^ :� - ' � �� i �albml� ]H[➢11fl� ��t +w7r� , � � i l� :'- \�:+..�' ' j 69 R� � 1 � ♦Q "+,� t� % /� �� ;' J�.\'��'+. � ; / �. V , � �., k� � o srueer� narn �� ``� �•,,1A� �� ' � � � CITY OF FORT WORTH �.� 8.5 .fi�. /� �I % �.,ti '•.,� Ar ��( / � � � � \ � / � TARRANT COONTY, TEXAS �N �' � / � /\ � o � .-�� I i ��'p�q_ � � � / _ F D ER- I' I l.lA In�iny, Ine. �/ ��' ki' / �51 � q G. COORD I IH � rv�F � �� / � � . / / _ \ � .y.: (� �k I ,, � � . � / ON iINAI �I IGNMQJT fi0fi0 No�M1 Oentre Em�azswey PAone 469Ct1 m10 A1 \ Su�ed00 /�/ � /`��Y � . � / �a as. Texas ]5106 FRN F 198fi � � j•� �� j,/� //*I P J� f •� / � - r. ^ qrvAR CavZA�C p N 4 LY'2025 1. .: ' a�acim[o WAt3 RO �� 1 uxou • f � f / / � AiE' JU �`•.,� , .�oa,. i a / � � �� n* EsicH �unaua � ,f .... '•.. : ._t ._._..__._ �� oan ,+ � : ! � .: vEaR FEua �i . � WN: LUftRULL 1�.J' � � : % �; . �SiPLL 5. �IVC_. 1��ODPLA N �`( .+' '�• �i-- Oft 0. Ss p SCALE �� ./ IST� B �/0 i HORZ. 1" = 100' � . � � � \ � �S� � "p� � VERT: N�H / �� y�� i��,�C`/� l FOR ar. SHEEf t50 LF iEMPORNiv y `��y^ � C e/ / \\p 2' iALL BERM �\./��/ / ��/ ' J �sE oF 4V corvsiwciiox OF lat SHEEiS CHAPEL HILL WES� LLC CC.d D218219520 OP.R.T.C.T. o 0 NSTALL SEDMENF BARR ER AFTER INAL GRADNG ANO OR rrcR vr,vcmcN. coNsraucroN sr « EC DnM ) sr u i ! �� ( E V ao� � /� Ro K DPM (M � I i � i ,, �:ti4 I / � �I _ �� i � � o ENTRANCE � EXT NOTE- THE CONTRACTOR SHALL CONTACT THE FOLLOW NG AT S5� TRUCK WASHDOWN AREA � 48 HOURS PRIOR i0 E%CAVAiNG IN iH 5 AREA- og FORi wORiH wniER DEPaRTMENi t St]-392-8296 WASTE AND MATERAlS � pT1A05 GAS 1 800-545-6005 i STORAGE LOCAiON iYU ELECTR C OELIVERY 1 800 J11-9112 cHnarea coMMUNuroNs � av-soe-enz TOTAL DISTURBED: roRr worerH rrenusPORrnTou/Pueic woRKs � ai�-a9z-�z3a 70.9 ACRES Q6 FOR OiHER FACIIJTIES WWW TEw+5811_ORG OR I 800 545-6005 � � 0 � o � ` - -, � � � MATCH LINE SHEET 46 z ,o��' I o �j � � � � .� j , , o so ,00 �o m cHnaE� HiLL (ano c) � � oisruaeEo aaEa I I �� c.c.N oeisoaona i � �� ( �� ss acees � '� � j � � � � O o.aarc.r. _ � /%� --�-- --- �II� :��......t � ' :: � : �.. �' � �.�.••�.��'� .. :,: � i �'� � � izs eu�oNc s�renc ``� ) • •" "' """' � voR Hnerns�E � ��. ...1 r,.>`�—,� �e PN�N sr�_ Er 1'P'° �.....r..... ....� � i / I� � STRUCTURES � Y��ET �j ..�...�....r.....�w . ........r� �' .� � , w � r, +��. . r '- � " �t VJ INS LL �, ` PR(TECTON � I �j �� I � � � � I � ♦ \�` � � JI=TJ2BE� AREA , � ` S y c �ueisocra n� enruaE ' b' , I. sI �� T � �.,�A / /% � / �/ AS OEIINEATED BY IES . -- � - � -- - / � ��✓ �A�� A = ErmeoHM�r aevaer �4 � .. ��...� i - . � � �1.., � �� '+��\�/i., � / � DATED JArvUARY 2025 TR R IlSiALL �\N � ii i / . ; f l I � � ` � l ! � I � � .. �� yy � •1 � T / �] 5 UCN E it� � / ••• zzs� a� �� =�aA�k 1 GOR PROiECTED USE k �•t ' T � Y�t , CiY GROJE i NO ] m PUBLC BULDNC 1 I /� �i` � � \ / 02 0 3 6 J E J6B5 U , . .�......�.^i .-� . „1AIrl......1 �.... �. �...� ...::........ w �.� � \ . jDl /URBE �/ ��C\' X �60 � • � � • C 106i 1 / �/ PROiECPOry ��! ' y«.� / f A� f� xDa899t9a o a i io 1� o � ��N.�' 100 TE4R FEMA (TMv) / �� -r— � �— � � 60 Li DVEFS ON SWPLE i0 BE MAPSCO NO 18 ROO�PL41N �, � I� I I I/ .�� I " . MAINTAINE� UNTIL COMPLETION OF % �� •� � I � � \ � /�� ^ F.IOV � �� / PAVNGON� NAL�ALO MENi WNER � . ,��_��. �, -, �� . ; � , �� i , � ��, �, t', � t ! .•,: �� —�,sa ��., � � ��>, ,�.%;�` � � FIPrvDEDSTURBnHCE ' I; I�'I. / II II < �� / �qiY / � � � � � . � � � BENCHMARKS � II � , � .�_��,_� � ,�, =��.:� � /� �f� � � 5 , ., '� � .� �. -�>5 ��-+-�� " r�. �s o cn ov voar oRi . . o. ai �2 STO WATER FACILIiV " �'1'�. � -�� _� j �T �q�'.. � / �� 5 h�, LOCATED ON WES 0.6 LES RGREEMENT 44 A� 155 GRADINGSAND/OR \�� I I �/ / / � • \ SOUTH OF COLU BJ L WL E MANTENANCE DISNRBE� ARG y- �� _ 7 �.�c 9ARRIER AFfER FINAL \� _ �� \ i UN�ER THE ROA� AN 0 ��f'TN 0� 90 �EGREE � / , EASEMENT Z - �� .� �� / �50 /- �� BEND N iHE ROAD i0 iHE wESt iHE CENTER lO� A 3 � MTER EMENi � I�[ \� /� OF iHE HEnDwnLL LEVEL wiH nSaHnLi ROnD, I l� —� � � � �n\\ _ - / - � �f j�/\ \ � , SEi IN THE TOP J � CONS?R CT �� \ 3� �'«.N... ... .� ''—^" H � ��/ i/ �. OF iHE EADWALL ELEV BJ6 265 � I ••I �. JO SA T R E ER � •. �� ~ INSTALL ROCK :E SEME i �\X I� � .. � �/ � �� BENCHMAR NO 8�1]0. � / / � � � � � Z H � 100-rEAR FEMA C ECN OAM (IY )II I// ,/ . _.-.. ]b ' � I . � � . �:..`� �� GLOODPLAIN p -', `/ - r � � `� .w��n�r..w�.w� ,:�� LOCATED ON OLD GRANBURY ROAD 0 2 OF A MILE �� !� _ . ) � . sourH oF cawmaus 1aa� n1 n cu�vear urvoe rl�l �� .,.. '}. • -- __ � ��INSTALL SILi GENCE EROSION CONTROL GENERAL NOTE iHE RO'D ON THE`NORTH EN� OF THE WEST i � •w�y C180�0 HI�LS PARKWAY .� - -�_ NRBAtuC N ry �-� n�z Si"` �H � paioa o ur+o �EAQIYAI �� Y E�/-�� -�r ��Y�' ��\� -_- 5 3h��15 _ EROSION CONTROL MEASURES MAY ONLY BE PLACED I _ _ �� FRONT OF INLETS, IN CHANNELS, DRNNAGEWAYS OR �1 � � _ � �-�� - � �- `" �. `� BORROW DiTCHES AT THE RISK OF CONTR4CTOR _ _ � �� - �- � = GRADING IJMiS �� CONTR4CTOR SHALL REMAIN LIABLE FOR ANY DAMAGE 1) _ _ 1-�,,�.� I�- . - � � � - - ,' , CAUSED BY THE MEASURES.INCLUDING FLOODING DAMAGE, _ _ \ �� +� j� __ __ :)30jL�— � � , JlIRSDICiO fGTURE AS --- WHICH MAY OCCUR DUE TO BLOCKED DRAINAGE. AT THE _ � . � /� ��I .iNS . t) ��` -, , � ,- pELirvEqiED Bv ES ErvvROrvMEN1 CONCLUSION OF ANY PROJECT ALL CHANNELS, --�' yt F OTECTC I �S �� ` P 0 �, t`l � y) � � � �5' STOFM �RPINAGE REPORi OATEO JANUAFv 2025 DR4INAGEWAYS AND BORROW DITCHES IN THE WORK ZONE �� r /� ' C� � � EqSEMENT SHALL BE DREDGED OF ANY SEDIMENT GENERATED 6Y iHE �� T � �� / —a � t5 SnrvTnRY SEwER �j' PROJECT OR DEPOSITED AS A RESULT OF EROSION f�� 5 \\\ � � / I � ��_ �-,�-j� �'EnSEMErvi -- GONTROL MEASURES. DniE RENSiON Bv i'\ � \/� � / � „/ I FLOOJPIAINE � � ``` �� II / . � _______--- r , ' - _ � y � ------ � s�l si 1 Nor[s: EROSION CONTROL FENCE PRiOR i0 = 2 QLE11�i iN5rN1 ROCK LAND DISiURBnniCE � o��'� 1. PRIMARY OPERATOR i0 LOCATE AND MAINTAIN EQUIPMENT STAGING AREA !wD EOUIPMENT LAVDOWN AREA_ CHECK OAM (ttG) �o m� 2. PFIMqRY OPERATOR IS RESPONSIBLE TO SUBMIT THE N01, UPKEEP AND MNNTAIN THE CONSTRUCTION SITE IN ACCORDANCE WITH LOCAL. STAiE AND FEDERAL REQUIREMENTS FOR EROSION AND SEDIMENT CONTROL (TCEQ Z p TXR150000) 3 PRIMARY OPER4TOR SHALL IMMEDIATELY HYpROMULGH ALL DISTURBED AREAS AT THE GOMPLETION OF ALL GRADING AGTNITIES WITHIN THE 100 VEAR FLOODPLAIN_ 4. TOTAL AREA TO BE DISTURBED IS APPROXIMATELY ]0.9 ACRES ON 228 RESIDENTIAL LOTS, STREETS AND ��}L�y� �[]�_n��, g}�y��'F Swn�ES IW d JLJLllllY W W U. � 5 IF ANY EARTH MATERIAL IS TRANSPORTED FROM THE CONSTRUCTION SITE. THE CONTRACTOR RESPONSIBLE FOR LEGEND MAINTNNING EROSION GONTROL SHALL PROVIDE STREET GLEANING ON PUBLIG STREETS ON A DNLY BASIS. a` EARTH MATERIAL IS NOT PERMITTED TO AGCUMULATE ON ANY PUBLIC STREET_ ' SiL1 FENCE TO BE �� 6. CONSTRUCTION ENTRANCE TO BE DETERMINED BY OwNER. ' iu51nLLED PRiOR 10 nNv ] ALL DISTURBED AREAS TO BE SEEDED PER CITY OF FORT WORTH SPECIFICATIONS AND MAINTAINED UNTIL UND DISTURBANCE OR FULLY ESTABUSHED CITY OF FORT WORTH - INITwL GRn�ING 8. SOIL EROSION AND SEDIMENT CONTROL SHALL BE PROVIDED PER Cltt OF FORT WORTH EROSION REGULATIONS- (sEE oErni� srvr as) 9. REsaoNsieiutt FOR iNsrnLLnTioN, RouriNE iNsaEcnoN, nNo MaNrENaNCE oF ERosoN coNraoL SHouLo BE TARRANT COONTY, TEXAS __ SEDIMENi BARRIER To BE ��- DEFINED AND ASSIGNED TO APPROPRIATE PERSON(S) PRIOR TO COMMENCEMENT OF ANY SOIL DISTURBANCE INSiALLED AFTER FIW1L ACTIVIN -= GR�DirvG nrvD/OR nFTER 10 EROSION CONTROL MEASURES MUST BE CONSTRUCTED AND FUNCTIONAL BEFORE ANY GR4�ING OR LAND � I�'�I� w PAVEMENi CONSTRUCTION DISTURBANCE TAKES PLAGE- � �/� - PND CURB BACKiILL 11- TEMPORARY OR PERMPJJENT SOIL STABILIZATION MUST BE APPLIED TO ALL DENUDED AREAS WHEN FINAL fi0fi0No�M1Centre Em�esswey PAone 469fi110]10 GRADE IS REACHED ON ANY PORTION OF SITE- TEMPORARY SOIL STABILIZATION MUST BE APPLIED TO Swteaoo IrvLET GROiECiION DISiURBED AREAS LEFT DORMANT FOR EXCESSIVE PERIOD pellas,Texes]5106 FRN�F�198fi a 12 IN THE EVENT THAT MEASURES BEING USED ARE DEEMED TO BE INEFFECTIVE BY CIN INSPECTORS. ADDITIONAL WA PROJECT I� � SURFACE FLOW ARROW �r MEASURES OR CHANGES IN THE ORIGINAL PLAN MAY BE REOUIRED BY THE Cltt OF FORT WORTH. Nt340-0166 h�3 13. ALL EROSION CONTROL MEASURES SHALL BE INSPECTED BY THE SRE FOREMAN DAILV. ANY STRUCTURE OR �\�� _ CONSTRUCiiON � CONTROL DEVICE WHICH IS DAMAGED OR INOPER4TIVE WILL BE REPAIRED OR REPLACED IMMEDIATELY. � Ff � �� DAiE JULv 2�25 ' ENTRANCE / EXIT 1 a FINAL LOCATION OF ONSITE WASTE AND MATERUllS STOR4GE TO BE DETERMINED iN iHE FIELD a� n: qiqrvna cauzA�f TRUCrc waSrvDOwry nREA � NOTE- THE CONTRACTOR SHALL CONTACT THE FOLLOWING AT �EA51 15 SANITARY FACILITIES SHALL BE PROVIDED IN THE SITE AND REGULARLY SERVICED AS RECOMMENDED BY THE __ __ .. DESIGN: IUnPUIL � a8 HOURS PRIOR i0 ExCAVAiING IN irv15 AREA- SUPPLIER_ TRASH AND DEBRIS SHALL BE STORED IN COVERED BINS OR ENCLOSURES. �� pRAWN: LUi1RI1LL �5 �`�/ �y waSTE nniD MnTERinLS :�'Ii�I I�;Ij FORi wORiH wniER DEPaRTMENi t-St]-392-8296 16- GONSTRUGTION ENTRANGES/EXITS SHOULD BE LIMITED AND PROTECTION PROVIDED TO PREVENT TRACKING OF ��' S�� SroRnGE LOCnnou SOIL INTO Cltt STREETS. �a� �'G n1u05 Gn5 t-800-Sa5-6005 1] REMOVE SILT OR SEDIMENT FROM Cltt STREETS, CURBS, GUTTERS. FLUMES, HANDICAP ACCESS RAMPS. CURB �// �� HORZ: 1" = 100' i%U ELECTRiC �ELIVERY 1-800-�11-9112 INLETS. STORM DR41NS AND ANY OTHER PUBIJC DRAINAGE FACIIJTY DAILY OR AS ACCUMULATION OCCl1R5. �o�eszoz � VERT: N/A CHARiER COMMUNiUilONS 1-81J-509-62J2 18- EROSION GONTROL SHOULD BE EVALUATED TO DETERMINE THE EFFEGTNENESS OF THOSE DEVICES BV THE SHEEf FOFT wOkiH iFANSPORiAiION/PUBLIC wORKS 1-811-392-t23a TOTAL DISTURBED: PERSON ASSIGNED TO INSPECT EROSION CONTROL DEVICES, AND CHANGED MADE IF NECESSARY_ Foq ar. FOR OiHER FACIIJTIES wwwTEw+58it_ORG OR i-800-5a5-6005 70.9 ACRES 19 OIL TRACKED ONTO PUBIJC ROA�S SHALL BE REMOVED DAILY IF FEASiBLE, OR WHEN VISIBLY ACWMUUtED 47 SEDIMENT HAS BEEN DEPOSITED DISCHARGED AND DISPLACED SEDIMENTS MUST BE REMOVED IMMEDWTELY �sE or oa 20 USING WASH WATER TO WASH SEDiMENTS FROM STREETS IS PROHIBITED corvs*wcnox OF iat SHEEiS � ExsrN� � I I — � / c�APE� ��« ,' LEGEND � � wesr P�ASE , � - CPN 10638] ' �� r-'� PROGOSED SiORM DRAN SKiEM � / - / -� EXISiING S70RM pRAN SYSiEM O � � ��Y, r � �/� �� SURFACE FLOW ARROW N O / --�r � � \ / � Q iNLET NUMBER � � os / � 00 EAF ENA ��/V Q FUTURE NLET NUMBER z Exsirvc � Y F ExSiNC SD ° ` \� CHAPEL H LL FLOODPLA N CPN 103688"/ V Y O \ / ` � " � EXSiNG INLEi NUTABEF Z WE57 PHASE 2 ,. � V� . '� Isel CPN 105382 �. � , � � m \ � / '��/ . E%ISTING 5�15 �' '�� 0 100 200 400 � w � .: CPN 10438J ,: $f � . � I ,. . � � a�� \ �yJE .. '� / .s'LB'I M�SG�G�� o � w 4 ' � / � / � 1 � E%ISTING CULVERi �' � I � IX J � � CPN 10418� 1 Ilo O�P / � . I = ❑ '� NyoN � .. ___ . ..._. .,. i�� __ ' ' I, ' I � § ., � S�jGP t-� O �' '�' w . .� �1 s,J � EtisriHs m � w .,� „/" Ex , - i 8 � CIBOLO LS EXS�ING Ctt GROJECi NO 10611J � t-''�� / 36 CP �� PHnSE a 0 L4CK A E ANE ;� CPN 03688 CBOLO HLLS FD_ 30114 0?D0431 1O611J EOJ6B5 4 — � PrvnSE 3 W a8599 Z CPN 031J2 019 ' I� EXISTi' G SD � �'� MAPSCO NO 18-Y CHAPELNHLL B � 2 ^, , �CGN 03688 � WEST aHnsE t �j ,�- SHOSHONI DRNE O � CPN 10a38] ;1 _ ..� � / , /� - -.\\ BENCHMARKS � II o v � �-�� y.� Cltt OF FORi ORI . 0. 8I1)2. �a"'`E LOCATED ON WES .� A 0.6 LES , / 6�� RCP PRI�ATE �A� bA�� EXS ING SD SOUTH OF COLU BJ .-.. L WL ERT / ��ra. ��\ � CFN �031]2 UN�ER THE ROA� AN 0' ��f'TN Of 90 �EGREE \\ \� \\� ///'''PRIVATE SWPLE 2A r SNEE� 80 BEND N iHE RO D i0 i E ESi i E CE TER � \ � �SNEEI 13 na�^��, OF THE HEPDW LL, LEVEL WTH PSPHPLT ROAD, � � 2� R�P \ SEi IN THE TOP � I PRNATE SWALE A2 OF iHE EADWALL ELEV= 636 265 i Q I SHEET 81�/ 'I PRNATE SWALE SA2 2�� RCP BEN�CHMARK NO 8�1]0. > SD6 OC TED ON OLD GRANBURY ROAD 02 OF A MILE � = II � —�� I sMEEi �e C souTry oF cawmaus TRaiL nT n cuLVERT urvoER I I—¢ � PRIVATE SWALE SA1 �/ R 4 � iHE RO'D ON THE`NORTH EN� OF THE WEST B I i_1 o I' s-iEET 8 //. � J N � 4— �� r� -�� n�z — —� ' � I r �I� __ � O� OG� EXS NGSD �� II w _JC� �T--i � / t�2 J� RT� � CGrvTl03tJ2 � � — — '�-. 1 � DESERT CREEK DRNE � R ,,\\ � S O G � �� NSA ��m,...,... � I �� all 9 �F � 8 R�cSOP� � — — ...... .-..,- 1��.. 100-FLOODPLAIN 1 `o- I Y. � � . — — � % e� og � � �. �� o °2•• � �/R1\APID RANC - AIC '9� IJ //(/ 4� I 3�6w lu! I I I�3 O / \ A �� I � .� O � 21" RCP 1 ..u.r 3 1 T --_/- . �-��--_ ..... CIBOLO HILLS PARKWAY� J �_ ��'y�� --� � I � � � � � / k � / II / J� SMEET 82WA\— / & � CONNECT TO BE CONSRUCiED SiORM BY SEPARAiE PWJ SET ' Q REFERENCE CIBOLO HILLS PARKWPY I CPN 106104 � I -�_�— / ip0-`lFAR FEMA i � FLOODGWN _a=—,,, �_ _�_�_�_�y_�,_�_w_�_ w_�_� c�d �'�. � DniE RENSiON Bv /� z' % � � � F q OVERALLSTORM e \� DRAINAGE MAP SD v^.�� / -� �'� \ / �Y � �1 \ * SDJ / * / }� y �[]�� g�,7 6" RCP � �bllJ�d� ll1Lilll1$ W`Y �o�� 4 � \ � t qq 4A� / 100-YEAR FEA�A I / FLOODPLAIN _ „�� * r:isriNc son soeM ev seananTE auni ser CITYOFFORT WORTH /�as—rs—ds—�s�uz— q REFERE�'E�Q IBOLO HiLLS PARMNAY � � TARR.4NT CO[1NTY, TEXAS / —_— A � 3A � � LJAFnyLr�InY.lne. �A �-- �—SD14 SIORM BY SEGARATE GUN SET fi0fi0No�M1Centre Em�esswey PAone 469fi110]10 REFERENCE CIBOLO HiLLS GARKWAY Sui�eA00 �� Q CP 06104 �ellas,Teres ]5106 FRN�F�198fi � WN PROJECT I� � SDIJ SiOftM BY SEPAft4T '.AV S� ' SC or rf + 1340-0166 i FEiERENCE CIBOLO HiLLS PA2FWA n^�� LAi 1lEl & E2 SiORM BY SEPARAiE PWJ SET CPN 1061�4 Q` Gau � DAiE JULY 2025 REFERENCE CIBOLO HILLS PARKWAY � �AiArvAR .ZnLE DESIGN: FlOP6 CPN 106104 1 ��6��, /�� ORAWN: LURRIILL \ LnT itDt & D2 SiORu Bv SEPnRniE PLnN SEi ��'�.� �`� ` REFERENCE CIBOLO HiLLS PPRKWAY �p �� ^� a` 5�� \ cPN iosioa y/ 0� � Noez: i' N/�zoa' �s vEar: SHEEf � \ VSE corvs*wrtiiory �F OF l41 15HEEi5 I' � �� \\ . � \ \ \ / \ \ �. , �y u�i i_i i� i� �,, , � -- ��-� ,II kL�::'YI; I �C� L / � r x sos ` � t0 59 �/% ' � �/ � � // � /— i, � �� . � �� _ 'I.. T/P�I C IT I�. � % 20215 R v1 1 ZC I \ /� I 3 59 / ,� cv tassa� � �i /\�1 � �� I ��_1r � — /� � ;��, �{ I - ---- / `� \ ST�� . \ � \` �.��\� _. �� / /!"` \ �� '�,: � � �� :-�,,; �� / �� /,.'1. � �� ;, . � � � � � , � � �� \ � _ � x .�� \ \ .I�\�_ � / ,—� \ � / , V-�/�,o� A� / %� ��' \ �J � \ �'�L'�:,;,/ \�� .._-'��/ \i � I `� � � , � �, , : . � � �� ,,= � � �� ,_ __ /1 �i � �/ e � _ _ � �� ` � � \ � , �� / - � ,- ,� � ; � � `, ,.�—� s� , ,, ,F _�{�� I , � y- � / `/'r' '\ ~ — — — �'�/ � � � �� ilr� I �r� I � -, � ,, - ' —1 � � � °� 1 � i „�� x F ICI, 1 ll_ INI. �� `\\ '� J 1 � � /� �� \ \` � � � y , � �� '� , ; � / - , �� ' / � � � � � �i '� � \ � (/�� , � —, �.I \\ l/ / `/ -a �� / \ �i �/ � � II � J�\ �' \ ' / //�` � �� 1 �� \�r-� �i' � —f F, I � j \� / •� i d E i rrc : c�c Hi �\. �\ i � � % i _ I � � � � I o � / � � � . �/ ,� _ � t - �� I �-�95 % � � " FI CLI I � / ` \ / I I II � � � � �rP �I � C C R �\ j`� I / i � � O �/ /�' __ tl_ i i � — i '� ��r i i /� � � � _ � �-- �� - � ii �� \ �+ � �r i� � �� re eu i n eo a�ie� t� � � � � ` -- 1 � �,�,,� � 1 i �!� _ ,_ _ � ��i �}�;�� / � � ��\ � � � � � � � \ � l l� � I / - \ `�\ � � � / � \ �7I. \ \ ` / i \ �� \ � � — � — _ \ i \ � i �' — �° � ' ' -� � a:� � . � � � i�iis � � `�- � � =' _ w- r� ,- % A�� _ � — .sa� � i � .. I � ._ _ .. � � - / � - � ie ie 3 �o . � �` �/ / " \V � �_ r r r � � i � ��a�zi ie _o n �� vr c- Il— �_ -- � �,,�'� � / �� z — �' � , � � / � �.� � `� �; j � � � '� 1 {� / / '� ' ��r�z� �s � I' � ti I � o� �� r ov � �Nvao�u��r \ � � \ .. r F o�r o r� ��v�nar zoz� Y . � � // � I A ENvia vM�i r r�c�r� � � � ��, �� R ` I� \ JANJ RY 2i / \ ` i�l �'�------ '�� )� �\ ,I , . — � �'�- � �r;' �_ —�`�/ I _ � 'J . �, � `� /�/ � ^I �� /� � / / / , � � / � � � � � �� EFFECiIVE E . � / ' � � � � ` `� � / I �_ _ FR e - �� / '-� 1\ ��I• rnea zi o0io i;.r,��nr A ;'4�- ��_ -�i" �k � �r � �� . � � •��rr i�� ' ° � � � �j � ' ,�F IT L`le'FI F-� � / / � a , \ ' \ � I // _ ---1I // � \ .0 .b �.6 15.a / / �orE= 1 HE E%SrENCE AND LOGTON OF PLL UNDEFGROUND UiLTES SHOWN ON THE DRAWNGS WERE OBTANE� FROM AVAILABLE RECORDS AND ARE APPROXIMAiE NETHER iHE OWNER DEVELOPER NOR ENG NEER nS5UME5 u�n' RESPONSBLtt FOR UTLTES PROR i0 CONSTRUCiON- iHE CONiRACiOR SNnLL BE REOU RED TO TAKE ANY PRECAUT ONAFY lAEASURES i0 PROTECT PLL LNES SHOWN PND�OR PNY OTHEF UNDEFGROUND UiILITIES NOi OF RECORD OR NOT SHOWN ON THE PlANS 2. CONTRACTOR SHALL VER tt HOR ZONTnL nND vERT C4L LOGiONS Of ALL E%SrNG UiLTES PROF TO �o�s,R��,oN } i��ED AiELY NOTFY iHE ENG NEER OF ANY D SCREGANC ES 6 ftEFERENCE DS 25 0010 fOF COMPLETE DFA NAGE ARE(S AN� DOWNSTREAM ASSESSMENT LEGEND �� DRANAGE DIVIDE -� E%SiING STORM DRAIN SYSTEM q_� DFANAGE AFEA DESGNATION A-1 DRA NAGE AREA ACREAGE —� SURFqCE FLOw ARROw D0.A1�.�{(�XA1�1�l+� RY dd T . ( � N � 0 100 200 400 I_� btt GROJECi NO tO611J FiD- 30it4-020053t-i06til-E0�685 X- a8099 - 019 MAPSCO NO 18-Y � BENCHMARKS' � �''�I��Piirw�ii�y CN OF FORi WORiH BEN� AA 0. 8 2- LOCATED ON WEST CLEBUF��' 06 LES SOUTH OF COWMBUS TRAIL A.-MALL CULVERT UNDER THE ROAO AND ]0' NOk H OF 90 DEGREE BEND N iHE ROAD TO iHE WES E CENTEF OF iHE HEADWALL LEVEL WTH S L 0 D. SEi IN THE TOP OF iHE EADWALL ELEV 836 265 BENCNMnRK NO BIt]0. OCATED ON OLD RANBURY ROAD 02 OF A MILE SOUiH OF COLUMBUS iRAL Ai A CULVERi UNDER THE RO'D ON THE NORTH END OF THE WEST � c r�i ��i n�z DaiE RENSiON Bv EXISTING CONDITIONS DRAINAGE AREA MAP ��lbal� ��lll� yV��a a�ro " CITY OF FORT WORTH TARRANT CO[1NTY, TEXAS w�� ✓� FJFJ h Cen�2 sway P�one 469fi210]10 s��eaoo Da as Teves 16206 FRN F138fi WNPROJECi ID i340 0166 o` A��..�� . DaiE. JULv 2025 DES G . RORES � DRAWN- LUfIRULL �.�:�� =�A�E � o—� �a` oR= � zoo� VERT N/A SHEEi ].� v� w-a �EF RcorvSiRunOr� F oF OF 14 �SHEEiS � � O � � H Z O z m � I � � � 0 n m 100 iMl 000a� �k, �' ,; ',S ng /;. l�, ' jR � J/-/'��o-- ) 1 ----- ,, L - / �-' A='1 �- = LEGEND o. .�ce oivioe . OSED STORM DRnIN SvSTEM ExISTiNG SiOFM DRAIN SYStEM DRAINPGE AREA DESIGNATION pFAINAGE AFEA HGREAGE Sl1RFACE FLOW PRROW DESIGN CRITERIA i_ r n� MerHo ,F oe icN. � � [ �.E �E _�a�e�. n�.,re ., �e�.e (B) CLOSE� >rSTEA� - 100 tEAR (c) oaEu �HnuNE� - iao vEna = 0 013 FOR REINFORCED CONCRETE PiPE � = 0.015 FOR REINFORCED CONCREfE BOx �= 0 019 FOR STR-Ef � 6UTTERS � RAINFALL INTENSItt FROM Cltt OF FORT WORiH SiORM DRAIN MANUAL RUNOFF COEFFlCIENTS �.ESiDENTwL "A-5"... . IMPERVi0U5=619. C=0.6� i,m=�.98 MULiiFqMiLr "0" .................. IMPERvi0U5=939. C=0.86 i�w=9.2a COMAIERCIAL (SCHOOE)._.. _ IMPERVIOU5=969 C=088 I�a=9.24 �JNIMPROVED (OPEN SPACE) IMPERVIOU5=07 C=0.30 I,m=1.98 p _i ai�„ i�a �"�� <�"Y 1 �i- "� - �\ DRRINAGEARFASUMMRRY � � �/�/ ' I {r�� \, I�� nxfA I I u . ,,. . .. InE 5 ,'. aol a.. ..� . �� , _ -- I ,�'� �� —fi —�-- W� i, a. � � � �� Es �w ��` _ M L AM Lv �' � 2�026 � tn � )90 � �^ ��, e� � �� I I � Clr PR�JECi Nt ,� G6 , C� I I I %02�301914-02001�1 106 � EO�FES � -�- � M-4019 iHE ExI.iENLE ANO LOCAT ON 0� ALL UNOERGROUNO APSCO N0. 8 u1LtEs SNOwN ON inE DRAwrvGS wERE OBiArvED � nLnBLE kECOR05 nrvD nRE nPPROx MniE. nFir�ERViNE awrvER DEVELOPER rvOR ErvGNEER I a a I m I � ASSUMES FNv RESPONSBLtt fOR UTLTES PROR TO �(y CONSTRUCT ON. iHE CONiRACiOR SMALL BE REOUIRED I I m I � � V �' iU rnNE hNv aaEcnuiarvnar uEpsuREs 10 aROTECT � -��-- � F L II . LL LrvES SHOwN NrvD/OR nrvr OTMER UrvDERGROUrvD @iVCHMARKS LILiES NOi OG RELORD OR NOT SHOWN ON iHE LI OG fORi Ok E. _ PLANS. OCAiED ON WES EN .- � , I 1 I I SOUiM OG C0� F3 I vEH � 2 CONTRACTOR SHALL VERIiY HOR ZONTAL AND VERTICAL � � I - UNDER IHE RO D G>0' :F J 90 DEGREE ��/ � LOCAiIONS OF ALL E%ISTNG UiILTIES PRiOR i0 BEND IN iHE ROA� i0 i E ESi i E CENiER `\` CONSTRUCT ON. 3 OF iHE HEACWALL LE EL Wi SGN LT ROAD. SEi ry 1'HE OP ��.`h� }. MyE�niEL✓ rvOTGY iME ENG rvEER OG nrvY OF iHE EapwaLL ELEV.- B}6.265 W. DSCREPANCIES. � � - BfNCHMARK VO 8�1�0'. � � �� REFEPENCE �5-25-0010 FOP COMGLEiE DRAINAGE LGUAHED� ON OL� GRANBURY ROAD 0.1 OG A MILE nREAS C �OWNSiREAM ASSESSMENi. I 1 I I COLUMBUS iRAL AT A CULVERi UNDER ','p �, �� p� � �;� i E ROqD ON iNE rvORiH ErvD OG iHE wESi , N�/ / � — —_ � — � tlF.BG11fi' ll r ry »� ma _ � .:; ,, i i . � m i � � .��`�� - --= ��.�-- � � _ _ . � � �._ �+- �� f�F� E GE n GLOODPWry � � - W��=� .�nif REvi5i0N Br }9 OOttSL , ��'�i co eN � FF.� o zo c�E A ��, , , y- i i i OVERALL I�TERIM �� A� � ' �� /�� ,`'� r��ooa.nr� "..'- — — — DRAINACE ARF.A JIAP ' �✓i: a � � -�- � / �'= 1iy i . � i „ � i U ; j' >j ' � ��y oY� � �� , � I� �ibo�� 1�-IiIlls VVest � >;� � � I d 9"' �/ . I ra _ .3 m I � a /, ;/ � y u I o . . �a I . e . m I (n � o s I �� / �� —6" 1��-1�—a�— � ciTv aF FoaT �roarH °��, 'J' ��% o OTo �� - � � J� a�S� � � 160 7� la � 1 9� 11B � I� ��,Pl rnRannrcou�Tv.Texns a:, �.� �y`�� —��—� uo ��...�.a. Pno�e �L./A , a ) ( �� ° � ' � � � s ' ��,� ��! : ...' . o. -- � .m � o i � ssoe ses -_ �� 6�. I ofd 5. . I mT o � . c.. .� � ic o Rk � � a � �05 [ \ �6 Y m - T I � � a I a a. .m I � I a ��_� �� ?B 9 ..i � `�� _. � � ¢ I o. 3. a I x I C E� J r 2025 \ � _- I I I � �� 0 � _N_ ROR[S ' \` � �� `� � i i I 'g��` oaawH: avawN I I siuE � — , I I I oNn� ou« rs a �. ! `` i i I �� '� � az: N/qoo' a zor�e � � � � � sNe�t ; ��R 53 � ---- .� � �� 9a i �sE � . . . .. w�sm��r�oH. or ia, sneers � O O � � H � Z O � W � J _ � J � m a� DESIGN CRITERIA 1. RATIONAL METHOD OF DESIGN. 2 DESIGN FREQUENCv (A) CLOSED SYSTEM 5 vEAR (B) CLOSED SYSTEM 100 YEAR (c) oaeN cNaNNe� ioo vena n= 0013 FOR REINFORCED CONCRETE PIPE n- 0 015 FOR REINFORGED GONGRETE BOX = 0 019 FOR STREET � GUTTERS RNNFALL INTENSITV FROM Gltt OF FORT WORTH STORM DRAIN MANUAL RUNOFF COEFFIqENTS RESIDENTIAL A 5 IMPERVIOUS=619, C 0 6] I�� ] 98 MULTIFAMILY D _. IMPERVOU5=939, G 0.86 I.Po 9-24 GOMMERqAL (SGHOOL) .._ MPERVIOUS 969, C 0-88 Iw 9.24 UNIMPROVED (OPEN SPACE) IMPERVIOU5=09, C 0.30 I.�o ]_98 LEGEND �� DRANAGE DVDE -'L PROPOSED SiORM DRA N SYSTEM � EXSiNG SiORM DRAN 5YSiEM q_� DRAINAGE AREA �ESIGNATION A-� DRh NnGE nREn nCREnGE SURFnCE FLow nRROw � NLEi NUMBER � FUiURE NLEi NUMBER 30 oW 30' it5 Pw �s� e-B ti.5 Pxwi' i 95 185 _ 6o5DEwnLK � oso � os �� COMPOSITE C CALCULATIONa oso �-oso COLLE��TORS GH= pG+Az�+q�Cn+ +AnCn �,_ i8.5'*050 + 5*0-90 +t W0.30 + a_5'*0-3 P.�+Pz+k�+_ +MGn 30 C�y WEGHiED C VPLUE � ��9 c,,,�ME,.,, oeo .r� �o �niN useo we couFcroa � nareawis CpE�Ws 03D 11 ` � / / � .... ...., ^0� \\o�\ . � \ o es- n1py��// III /. � �% .�/'� ��... / �� I� j , I �� 1 THE E%STENCE AND LOCATON OF ALL UNDERGROUND ■1 y ' \� '� � / � y5 � UiLTES SHOWN ON iHE DRAWNGS WERE OBTANED y � rL 1( K � ; FROM AVAILABLE RECORDS AND ARE APPROXIMATE I / � / �p yQ 5 � /'// �, �� I ��r NETHER iHE OWNER DEVELOPER NOR ENG NEER � �E%ISTING C L L U Ny�E� ,/ � E%iSiiNG SD 2 �g�� ASSUMES ANY RESPONSBLiY FOR UTLTES PROR i0 \� 5° �Y , `Fp --_.a q� ��/ �' S� � � CPN i0}688 � ` CONSTRUCT ON iHE CONTRnCTOR SNnLL BE REQU RED p N � 7 09? TO TAKE ANY PRECAUT NARY lAEASURES i0 PROTECT I '� � z � � i / �4 >LL LNES SHOWN PND�OR ANY OTHEF UNDERGROUND � � � � . � �j � . � � ; �� E%IStI G 0 -1�_ �"' � � � UiILITIES NOi OF RECORD OR NOT SHOWN ON THE � l E F.. �� 1nY MP 2�1� \ '�� '�..� OSBi t�� 4�� / / �� CONSTRUCTION.ALL EXISTING Vi ZONTAL AND VERT CAL z �/ Y � � 1 � � 2 GONTRACTOR SHALL VERIFY HORLTIES PROF TO flf 1 I .00 5L ! I� +YP.�I (;� / -� T / E qE/ E% STING 10 INLET -' �/ �� CBH4 }. IMMEDIATELY NOT FI iHE ENG NEER OF ANv O I � �/ ... %/ �/ OSCt �6�- . o t2 � / .`�\ 0 36 I �ISCREPANC E5. m 0 50 100 200 � �-I� 1 �� E%ISTING SO �/ � /� � \� I 4. REFERENCE �5-25-0010 FOft COMPLETE DRNNAGE � _� I I I �� :PN 10438� � �� 5� � �� AREAS ANO DOWNSTREAM ASSESSMIENT r / I I�I �� ExISiING 10' INLET C�� \/ / b� I I OSCR \ ' I I 1i' I � . // ". � O � � `/ E%IS G CU E �. Z i i � / P., i// ,// J�/ � 2� 9��/ g /� � VJ SE E L . � � / � / , E STING CIBOLO W CHAOEL H LL WESi PHAS 1 ' � - /, � t i a ///' /. - � LLS PHASE 4 � I � ca A� � � -�s � � ��` \ � � "� - em �o5eea � ccN��oa3s° � , i I �^' /. � f � ,� , �� f i � _ i�-' � x-2�oe� � h �� i ��. �i� � / / � �A V ��, �>�� i E SrNG E 5 \ I \ � ��I � .� \\ � / , `i - � I ,y �" 1 �� _I S \ � i \-f'1-• } T' �1 � � \ / �' OP � L — I O o� � � i � I � N �� \ ��` � � � � � � \ � �� i' \ �� .. K2� V � I I I � n � i � �.. � y �� / � P CO \ ��\\ \ �� F � �_ / /. / � 1��I I CttGROJECiNO 10611J U i/ 'ct �T FD 30114 0200431 1O611J EOJ6B5 � �l a 1 i `� � � i � �� - � � � ` �1� ( � � � x ae4ss � ��1 / f J o ' _ MAPSCO NO 18 Y � o � � � I �. � � � � _- � ---'t �� ' � �� )ij� P�y/�-�� 1 ��I -- I ` 1 -�_ -�I � \ p I o, � \� �/ / `9 I� I / r /��^� ��` ` � �� / , �n r1I�p �_h — �'�-�L BENOHMARKS C II . � ' I � / /// �iI + U . � CTv OF FORi ORI . 0. 8I )2- � T LOCATED ON WES �� 0.6 LES / ` � BL CKOq{ �E � � SOUTH OF COLU BJ �. PLL WLVERT \ L � / 100 "EAR ULTiF1AiE � Y� � /� �' � R � � � I I � UN�ER THE ROA� AN 0��Of'TN 0` 90 OE6REE _„ _��, � / � �`,�-��' � '� , F�000P�� , �,�, - �, � � �. � � � � , _ i � BEND N iHE ROnD i0 iHE wESt N iHE CENiER � / / � " I I I OF THE HEPDW LL LEVEL WTH pSPHPLT ROAD, ��%� A\ /� \ \Y� � �\� . I I I I j I SEi IN THE TOP / � z ._.0 CiIONAL FEATURE � � � � R� `� I _ � �-� OF iHE EADWALL ELEV 636 265 ..n oeuNenreo ev es � �� i V ✓ �� V ° � � � � � _ ' � � � � � �� eeNCNMnaK No e�no. �on. oT�uaezoe. �� I/ �, �i � _/,� ��\�,�;%/ �� - ��, �nrAreo oN o�o cwweuar aon� oz oF n Mi� // ( � sourH oF cawmaus 1aa � n1 n cu�vear umoea �f�TIVE fEMIA FLOODPLAN � % �� / � � `( l �i\ � �� / �� `-�gpL-%95\00��BpS\ - iH�E R�0'D ON THE NORTH EN� OF THE WFST FIRIA 48439C0045L ��i. ,� �� I �g � \\ \a r ry �� n�z A+HNVi COUNtt MARCH 21. � /1��/� \ : /� •/ � - — — Q 2019 ZONE E I / I I 0 sE� �55a�'� �s �I MIl u � �', = wse�-n�.eo �� 2 , sa_no.so � � �:� �� ~°rP'� �I'��\�� 4h � � � � � 1� �., wse�-n,_9,^0 �� .-_ u Wsfl-n � / � � � _ � ' \ � �� \ ZDNE OF' DAiE REVISION Bv � �' as. \�� ` 1 F'� 05 COUMERCn� FnCiutt � " ,�� ' , '� z, (scNoo�sre) t.�'TERIMDRAINAGE \ i. � �i �'il i T �� .�;�'�� I . � � �/ �-.w ��. wsE_n. �� AREA MAP _- s aaz� �� 1� � �� n�oa � ,00 � � �- I —� 9 ,,, ,� y_ 3,,� � —. �E�_„s,o ��= I � f I � v�� , �E� „s�, �iba�lo ]H[i�l� W��ik �, �� II �� I �'' . w=E�';;;s, � i �- , � �T v� � ws�_�,a� � CITY OF FORT WORTH t��s°�ws� , .a ws sieoss��, �� wsc�-neso �p5 �' �� I ��'� u � ��e�i ia�- � �oo vA ��r wse`�saz� _ 5 TARRANT COONTY, TEXAS '','/',I��i��,4w�E�� s, .s E SHE� 5 MpTCH E SE unFl�INt�...��... i A L1N fi0fi0 No�h CentreiEx„presswey PAone 469�]10 Sui�eA00 �allas,Teras ]5106 FRN�F�1J8fi WN PROJECT I� Q` o ^��' t340-0166 j DAiE: JULY 2025 - �A�� DESIGN: RORES q��'S6096Q =W ORAWN: BROWN � SCALE �// �o" Hoez: i" = iao' "p�zo� �p VERT: N/A' SHEEf FOF ar. � 4 �SE ��r�Ciiory �F OF l41 SHEEiS � o so ioo zoo � N � LEGEND � � � � � �RAINAGE �NIDE L PROPOSED STORM ORAIN SYSiEM � E%ISIING STORM �RAIN SYSIEM q_� DRAINAGE AREA DESIGNAtION A-� �RAINAGE AREA ACREAGE SURFACE fLOW ARROW � iNLEi NUUBER � FUT�RE INLET NU�If3: � / � A H LINE SEE SHEET 54 ea, pE ��, � >es= �' � !i��l�ll,l��f�� ,�= = --�--- � = _ �ao=h � ` �— —�� `� � � � i' i F I ' �„�; � I i � i� ,�� I�_� —.J i—� ol �� — y— �' � ��\� � � .o � ' � I I ' /�� ` � � ` ,�� ;, i i � _ � � r i �i � � � � � I ' �- � i ,� � � — , �� , �,, � �I� i , _ �; ) i � ,� �� %� � � �� . � _ � I � � '� � � i � � � � cn � _ � � . �i � �� F �i�� , _ . . . I � � il �_ i � I L � � � / � w / f L _ — �� ' �� o�uhi'- 5 .. � �) � � � - � � � � �� \\, n I �.�� (� / 100 YR ULiMATE �' � ROODPLA� . I � ��.�� , � �� I Y, � � 2] 23 T —I�� E E LOODPLAN 8439C0045L TARRANT COUN�tt MPRCH 21 2019 ZONE E I�uasoiclioNn� FEaruaE- � i AS DELNEAiED Bv IES . ENVRONMENiAL REPORi I t DniED JnniUnRv 2025 /) � I I �� II � I�N isiA sn�n �� 4.��i( � � —� I � l —�� V � � � Z `' � � � I I �A2 �� ,� I;i;n W°I�r � � I � � � _ � _J � �� [� y � ..li,lj� '��/1JLL--II� —9AI-� I I / � � � � ��. � � � , �; ��i � �� i � � 1 i � � ►� / � � � ��j' �� ` II_ � -y_, �-� � � �� E _ _ /, � � � �� \ � � / ��I�I� , II /�`�� I I J— —I—�I' I`\ ` ��`\ ��OR /// \ �I III I%/ � / \ I\ I iin2 �\� /N�5 j/ II� �I' �IIIi � ��I \ I. � � I �� I � �� \\ �� ^ �C � _ ` i � O ` ��'^" \ <� / �: � - �6p_ _ . � � � 1 \ `.J �.. I / . ]55 - � J L._ . . / � �f _� >SP '��—. �;z —� � �— — ,�� P ��,�v�v �� -_. `�/II I— ��1 /3 �� r _J�� /•: I � . ._ _ �» .,... . _ _ � /� I I\I � �� I�i�i �-- (' � '� n � �\ - �1 �. aomm �� ws i� �° � t �� V // �, ��ia � A fI � � � ru u�* wse� >> � I � � � i �� - ' �� i � i � ioo * wsa na 1 � ii ii i � li � _ -�is-__�_-__ � a IIr_-_____-- -_____-_-__ % �- -___--__ _" / / $96 � -� �ry�— �� R /i `/ �� i / � I �45 T 1>zp l _ � \ i / � .. --� -- --` _ ��J t �, _ �� \ � i � , _ � M �%� / � \ �� n W � � � N � \ �I ; 1 - _ '�il � �i�`�^' � � I �- - C� \ AQ I k\ I �rt - , J Y.. \ ,Sp/. \ _ \ ... ..'I ,55/ i �- �r _. FCMn RooDaLUN �bp_ i �'N �9�39C0045L � -�.R �T'COUNIY. �6h NA . 20�9 ZONE AE �:/ � � � DESIGN CRITERIA 1 RATIONAL METHOD OF DESIGN 2 DESiGN FREQUENCY (A) CLOSED Sl'STEM - 5 YEAR (B) CLOSED SYSTEM - 100 YEAR (C) OPEN CHANNEL - 100 YEAR = 0 013 FOR REINFORCED CONCRETE PIPE = 0-015 FOR REINFORGED GONGRETE BOX = 0-019 FOR STREET / GUTfERS RNNFALL INTENSItt FROM CITY OF FORT WORTH STORM DRAIN MANUAL RUNOFF COEFFlGIENTS RESIDENTIAL "A-5"__..... __ IMPERVIOU5=61% G=0.6� I,w=�-98 MULiIFAMILY "D"._- _- IMPERVIOU5=939, C=0.86 I.�o=924 COMMERCIAL (SCHOOL) IMPERVIOUS=969, C=088 I�m=924 UNIMPROVED (OPEN SPACE) IMPERVIOUS=�9 C=0 30 1��=] 98 NOTES 1 THE EXISTENCE AND LOGiiON OF ALL UNDERGROUND UiiLIiIES SHOWN ON iHE DRAWINGS wERE OBiAiNED FROM nvAiLnBLE RECORDS /+ND nRE PRO%iMATE. NEITHER THE OWNER, DEVELOPER NOR �D ENGiNEER ASSUMES ANY RESPONSIBILIIY FOR � UTiIJiiES GRIOR TO CONSiRUCiION THE CONiRACiOR SHALL BE REQUIRED TO TAKE ANY PRECAUTIONARY O MEASURES i0 GROiECi ALL IJNES SHOWN AND/OR I Nv OirvER UNDERGROUND ViiLiTiES NOi OF RECORD O OR NOT SHOWN ON THE PLANS. � � z coNlancroa srw� veaiFr HoaizoNrn� nNo � VERTIUL LOGilONS OF ALL E%ISTING UiILIilES Z PRIOR i0 CONSTRUCTION 3. IHMEDIATELY NOiIFY THE ENGINEER OF PNY � DISCREPANCIES z 4 REFERENCE DS-25-0010 FOR COMGLEiE DRAiNAGE m nREnS aND DOwNSiREnM nS5E55MENi_ O � � w � � J _ 0 � n Ctt GROJECi NO 10611J m FD_ 30114 0200431 1O611J EOJ6B5 U x 28a99 019 MAPSCO NO 18 Y � BENCHMARKS �II ��., -� CTv OF FORi ORI . 0. 8I )2. LOCATED ON WES �' 0.6 LES SOUTH OF COLU BJ L WL ERT uNOEa 1HE Rono nN c ��rrN or 90 oEcaEE BEND N iHE ROAD i0 iHE wESi N iHE CENTER OF THE HEPDWPLL LEVEL WTH PSPHPLT ROAD, SEi IN THE TOP OF iHE EADWALL ELEV 636 265 BENCNMnRK NO B�t]0. OUTED ON OLD GRANBURY ROAD 0 2 OF A MILE sourH oF cawmaus 1aa � n1 n cu�vear urvoea iHE RO'D ON THE NORTH EN� OF THE WEST Hi4nVl41 c ry ��i n�a � sz ,�o Raw zz � t0 SDEwqLI � 3 wv �� A R �� R p v IO SDEwnLK � n3 90� 0-30 n 090 0 n 090 � � o3n COMPOSITE C CALCULATION CIBOLO HILLS PARKWAY MS cw n,c,+r�cz+r�c,+ +n�c� cw z5�o.so +�oro.so +� �0-30 + as�o�o + aro.ao A+h+hy+. +AnCn 55' Cw= 066 a.w�u�x EGHT�ED�C VPLVE i CppHous 030 c 10 MN USED FOR COLLECTOR & ARTERINS DniE RENSiON INTERIM DRAINAGE AREA MAP �iba�lo ]H[i�l� VV��ik CITY OP' FORT WORTH TARRANT COONTY,TEXAS ua �p...N's i"°. I.�i/� fi0fi0 No�M1 Centre Enyresswey PAone 469fi110]10 Sui�eA00e �allas,T ras ]5106 FRN�F�1J8fi WN PROJECT I� Q` o ^��' t340-0166 j DAiE: JULY 2025 �� DESIGN: ROR6 ��'S6096Q =W ORAWN: BROWN � SCNLE �//0 i HORZ: 1" = 100' "p� � VERT: N/A' FOR ar. SHEEf 55 �SE ��r�Ciiory �F OF l41 SHEEiS 1 DESIGN CRITERIA LEGEND �o�es 'I �� 1 iHE EXISiENCE PND LOCATION Oi ALL DFAINAGE DIVIDE ,I 1_ RATIONAL METHOD OF DESIGN. UN�ERGROUN� UTIIJTIES SHOWN ON THE DRAWINGS Y � 2 DESIGN FREQUENCY L PROGOSED STORM DRAIN SYSTEM WERE OBTAINED FROM AVAIIABLE RELORDS AND � _` (A) CLOSED SYSTEM - 5 YE4R ARE nGPROx MAiE rvETrvER iHE OwrvER �\ `Dt � E%STNG STORM DRAN SYSTEIA � ] � 'J (B) CLOSED SYSTEM - 100 YEAR RESPONSE�RLNOR`ORGUTELT�ESSPftOR TOY � G[• `�C (C) OPEN CHANNEL - 100 YEAR _ DRANACE AREA DESGNAi N CONSTRUCTON iHE CONiRACTOR SHALL BE I IV � ` 6,, %� � � � n= 0.013 FOR REINFORCED CONCRETE PIPE A� � REQUIRED io TAKE ANY GREC4UrIONARY MEASURES � ��` �� ro Sti r �/ E%STNG L'I\BOLO HILLS �� w+� \\ // �-' \� n 0019 FOR STREEOR%EDUTOE SRETE BOX A-� DFANAGE PREA ACFEAGE OiHER�UNDER ROUNDSUi��ES N0�/OF RELORD � 4 �i� Siy \� �, � \� OR NOi SHOWN ON THE PUwS. � � � R/V >y� ON � PHASE 4 � � �� / RAINFALL IMENSItt FROM CITV OF SURFAGE FLOW PRROW � A S � .Q� �s\:O /•..:�.E%ISiING SOOB' ��'�•� �js �� -/- / � � / \ _ _ � FUiUREUNBEiNUTABER . MMED iELVONOiFUCi E ENGNE z F q CPN O}6B8 � FORT WORTH STORM DRNN MANUAL 2 CONiFPCTOR SHALL VEFFY HORIZONTAL AND S�V � _ � RUNOFF COEFFICIENTS VERTIC4L LOGTIONS OF ALL EXISTING UTIIJTIES a . �. � � -o CPNAip3t�2 � � \ I2-SiDENTIAL A 5 . IMPERVIOUS 61% C-06] IPo ]98 � <f _ _ _ � O �Cary 03688� � / I� MULTIFAMILY D ..... .... IMPERVIOUS 939, C 0.86 IPo 9.24 Q E%ISTiNG SD � I'%StINC CIBOLO � \ GOUMERGIAL (SCHOOL). __- IMPErzVI0U5 969 G=0.88 Iw=9-24 3 DSCREPnNCES. ER OF nniY m 0 50 t00 �o,. \ �� -CPN 1o3i�2 / �, UnMPROVED (OPEN SPACE) IMPERVIOUS 09 C=030 l0,=].98 p � � I \ 4 RREASEAND DOWNSfREAM� ASSE55 EM�E DRAINA6E _�_ � . �• HH � . � / � X 2682� q ONE 'CF /1.:. �. � � �—� � CONN� CPL FACIIJIY \// .,\ (SCNOOL SRE) \ � � \ � ��— � � � / �� _ -1� W �� / n� � � i � / � �� ,/ ; �' �� s / 1 � i � I � � — — � v� � � ��`` -�s�t ��"° ��- �\ 5�� _� �—��— �� z � � Rr > i � ` � r ,o, o . �r � .e � G �� tl n �3I I Q O eoo I � / � � — /l�^o��l �� —� ns I � m '�� ctt vao�ea No ioeiv , � �B S��1 III �/� I I I FD_ 30114 0200a3> >O61�J EOJ6B5 U �^00 /�/ / FKa � I 1�.\\ �, �1 0 ��II�� w ap�199 � Y' �/,� : 'C I \� l ��^11 1 -i r�— . MAPSCO NO 18 >so i j ��c, � A � ' ,� ��a� " � " � � � � �` � 8 � �a�s / i � / � � — . y �� s �i �I . i i „ � � d i � �� n�. 1 � � � 7g= i BENCHMARKS `^ �/ �/ C ii � �� ` � /� — � I �� 2 � / � �\ / —�-,-�L' , I � / � Illh� I OTv OF FORi ORI 0. 8I J� W ~� �� / \ �� II I� I�/ 9 SOUTHEO�COLUSBJ .. �L WLLES � � � /� � � � � � � � i' � � �r . � UN�ER THE ROA� AN 0 � �f'TN Of 90 �EGREE � / \ BEND N iHE ROAD i0 iHE wESi N iHE OENTER _ �� / � / �� \ ��'�oq � . / ��I �y�.. � �� ` (n �� \ _ / / �p� . / . . / I �SEi INETHE�OPLL LEVEL WTH PSPHPLT ROAD, \ �5\ ,% oF rHe HenowA� e�v saa zes W \� � }85 /� ��S�,F �� II M �YR�� /� BENCrvMnRK NO B�t]0. 7 ` LOUTED ON OLD GRANBURY ROAD 02 OF A MILE � V � � �,�� . �� ° % � sourH oF cawmaus 1aai� n1 n cu�vear urvoea W � ��eq � � �� ' r�oo ��' % rHe eo�o om rHE Noa1H eNo or rnE wesl � Z � � � � � 'i�� \ yGgQL'AI �� „o�, PE< / —� ' oR� �' / , \�/ . � � � � � � '� '/ �� / , �\ ^ — — �� t � ; \ /� � � / � Q . I �/ � //, \ � \ DniE RENSiON Bv � � . / � . �T \\�, /� � � . � \ � � � „ � / `�. � � �! v�` ,� � �� ob � � :� �� .� 7 � � Jr> � � INTERIM DRAINAGE \ �� s \\ '��'e � �„1� � AREAMAP / ,i_ j45' /\ 4 ,/ S /' / jr j / E � ry /� � , o / �j . . /l J ii� ? / I 5 � sJ 5 ft ft\ ✓ _� r� 10D-YR U TiMAiE � � � V�D' E _ - 1i FLOODPLAIN �L � '�'s� � ��'e� Es �� i �llul�l� ��S ��1� � rF�� j� ' 'N �b 2�/�� EfFECTIVE fEIAA fL00DPLAIN µ,,' � � � F RM 48439C0045L _ r <IQ � � J� / �� \ �a �qRRANT COUNtt. � �� RCH 21. 2019 ZONE nE � i �\\60 h CITY OF FORT WORTH � - i' g�e �6 TARRANT COONTY, TEXAS - JURIS�ICTIONAL FEATURE AS �� "I]� DEIJNEATE� BV IES � - ENVIRONMENT REPORT - °"�`° J""�"R� �°�s MATCH LINE SEE SHEET 57 ""'��""'�"°'�"` �A _ fi0fi0No�M1CentreEm�esswey PAone469fi110]10 Sui�eA00 �allas,Teras ]5106 FRN�F�1J8fi o� WN PROJECT I� _ Q` o ^��' t340-0166 j DAiE: JULY 2025 � DESIGN: RORES � q��'S6096Q =W ORAWN: BROWN 'g � SCNLE �//0 i HORZ: 1" = 100' "p� �p VERT: N/A' SHEEf F�q �� 56 � ose co�.s.wc.�oH °F oF ,a, sHeers i''' ` - '�I� � �� eiso no ��enruae ns LEGEND f � rc ir+e eo e cs DESIGN CRITERIA 11I I� �I NF � �I '�DiED E EaORT � � k I LFEiED 0. DESIGN. �� pF' .. E C' p ,f CD y �� 'r i � .os �� - I - �rN �o i � � � � �j �m�. ( -��-.eo � sre s veaa �� ve o s oreM ,.Fn a srsreu � co x � ' I � � 1 �\'{ � �'II I � �\ 1 \ I (BJ CLOSE SYSIEM 00 YEAR �` Ex i G STORM DF1N St�i�M // I I t E � CBOLO (C) OPEN CHANNEL 100 YEAft O '� �'� I�_ ��T 9J, `�J� " I ti I � ' SE � 0.013 FOR REINFORCED CO�CREiE PIPc A-1 pua�JnGE aREn D6Gr�n'Gnc N p � A1 J �+ � II' ` 'E F', '� �i�v SU P 2 n 0.015 FOR REINFORCED COhCRErE BOx 7 ��`_ J�� .. :�,- � .•� � n 0.019 FOR $TREEf / GU1TER5 A� LN � GE AREA ACREnGE M � �/-- � � � � I RAINFALL INTENSIN FROM Gltt OF z - � � � � � .,J� FA�E FLOW ARROW (: � � I �� / FORT WORTH $TORM DRAIN MANIIAL J �� 2 � � / l �?\ RUNOFF COEFFCIE TS �' .� ;� . MMERG� A 5 .. MPERVIOUS fil% 0 � +, O �� .� Cn � . � � _�� , \ Y ♦ �` Res ot�n . z � / � �� `� �� , �� MULTIFAMILY D ... MPEPVIOUS 93/, C8 I -/� LO C � / i-. � \` �^�^� '' '.� /� _ — U�NiM?ROVAL (SCHOOL) -- IMPEPVIOUS 56% OB8 -� p] � / e ( -eri �Pn ) MaeNvuu o. o i.� _� o _ � •�, � E =1�� aPE� �� >'�-- t , , �� f ,��„� � ' � � _ ` � �.` � ni� sE z \Er Ec E Rc g o �' ��: - ✓�� j„ '_ oxawnceaxusu � , x zaz s � � -- � - u w aose R � � , � \ (� /= /"� / i ti � �-s, r onaxaaE ncm os mm � � i � u � - � � / / � /`�.� q�^ '�) L Aw� e. m�F . � �,. , . , .,. ,.. . sE �n - � i?� �i �-�`_ � ��V � �� F�' � �/ � � �� '"�..7 _ — 3 , _ � � � �< A� � o � � � � � as.� /�� /, � � � ;: �� I��. I ��' �'� ;Y � K �l �� f� r� �� d rP Y� _ � �-{ _ ., � �, �.— � — , �� ' � < Na :. N— � ; y = �wA.FARE � — — �., � � . � --. _ /� ' - �a�� i �� ..,�so �oEv[�oaMErv�� m .�, � % ° �' " �. �� / { — — — — att caoaecr c � , l�� { , r. - � �� . �1 - � � { ' „� _ r� 2� I C — %D2BC91914-0 OOi�lOE 06 i 0: Eu5 U � 30t n a o � , . , , c � / 'i �.,, y� �' .._-. � � - ;, s <a� z� � � o 00 - .- < M cois � � : , � � � , 1 - - .A: � �.o w . � n sm rvo. �a-r I �� Y/ _ � \ � � � ' � � " "- rNE �islErvcE nno �ocnTOH o� u� uNOEr+caouNo \ �� ' �—} H��ESp�HOWN ON THE DRnWNGS WERE OBinNED : r+" , � ry� p j (� { �p 1t R� /� ",\ I� , I .\_ ; `� L- I� i }I f e E RECORDS u�� ARE nPPRO%MAiE. dy E I�a 3 I�.B6 'Ix`. (6 1�.1 EsfoExn4� v \�/ � 7 1-- rI I rvEi i 0 ER OEVEIOPER rvOR ErvcNCER � �. I I' \ _�jr7 _ �- � l ASSU ES E�PONSBLtt FOR ULLTES PftOF i0 ��o .b lo LO SiRUt,�iON. THE CONTRACiOR S�W.L BE REOUREO C 11 i� ��i1�^.;�� F'+ TO TAI.E 4Nv PkELAUTONARr MEASURES TO PROiECT BENCHMARI':5 �\ \\ � �Y �'� I I ' � � � � -�JOB] 5 n� a{ry — — Cltt OG FORi WO [�E . _ . .'.. f . , � V ' � �, I � w-^e0i ui N5. se� � < xu �so .m �.s aes .c axnn� � I �� ALL LNE� SHOWN ANp/OR pNT OTHER UNOERGROUNO '�f ,� f.� . ��. �� 31 �.E� 11 y� y� rv'4L LOCATED ON WES ( Eb F- �` _, LIiIES NOi OG RECORD OR NOi SMOWN ON THE � I `� _ — .ExiS11NG S� pw — d.d cttlErv�4� SOUiH OF COL MB 5 i u U�vERi i � � ! � '� \�� I � CPry �036E8 �rvDER iME RO D D J N�� Oi 90 DEGREE ; ` / `\ . � 6ax � o .a ' • � • �: � � ]nl 1. 1 . �, 2� COMRACiOR SHNLL VERIFY HOR120NiAL AND VERiCAL BEND N iHE OAD TO iHE wESi N THE CENTER � , ' ' � 'yp � � \ LOCAilONS OF ALL E%ISTING UTILIT�ES GRIOR i0 OF iHE HEApWALL. LEVEL WiiN ASGHnLT ROA�. ��d� i � - Y _ / �'� � l .m _ _.� SEi N IHE oP �� -. .b� coNsrauclioH. ov rHc cnownu e�cv.= eas.s55 iao rene uoMnrc �. ;% � s i r — — — MMEDnTELr NOiih THE ErvCirvEER OF ary BENCHMARx v0 8)1�0�. OODryv�J�� OiSCREPn��CiES. 9gp '�� //�' �~ � 4��\�\' � \\ � ` ( ,�/��, \�� REFERENCE DS-25-0010 FOR COMPLETE DRAMAGE 'm=f C� � f �� p5�� SOUiHE0F�C0�UMB 5 RFL AiOAAC�ULVERi UNDER -�65i� �/�� `` / ` ' � pREAS AN� DOWNSiREAM ASSESSAIENi. iNE ROAD ON THE NORiH END OG iHE WESi �i� i �I - ��,1 - I u 1 �p� rr. � � \ � _ . . � uFanwe F [v= ��vn�M1 _ � � \ � \) 0( j �i x q ) ) 9q ) �c / l '�/�,�J I� . �NV� � -I I . H;\ ��` /� \ � 4L vEM uLTI1MiE IX � E. � �.a 9 L 4d f N11 — — � oA E. � . I I � � /I 1 � � �..� , � �aDPury , ErFec e r o�o � 1'� � i ..� � � i .� _ — � � i i�� ts��`�a � � .�� eoo � �!� �� . F�. e rec e E �aoovuw — �� — — — — M< �� . o y = ` ,`;' I (� � � _�.� � � �-��--� � �� , ; �,� � �� ,� � �r Rk a 9«� 5�,.�� ?: ,;a�� o: �� — n °� �� ' � �1 � � � � � . �, � , � �� <r�,�� 1 r�.. -- — �� I � �� , a �„ � �p �� I i II � _ A \.� �� i — — — OVERALLULTIM1tATE — � � _ � � '� 4,�` � � � � �,� 1t � l� �1 �Q � �' _ i— .�o , I �� I � �I I I I � � � �, � � \ � � �. — — — DRAINAGE AREA MAP �� s �_ � _ I � � �,� � � \�� ., � � � � - !� � yos. — — — — E � � �`�_�. �� /�r "° ; � �� I '' � ' � � �� ,�� , � < � �� '' _ �' r, �� Ir 1 �� `� �� . 'i �y� y �� 0 1 �� I �nlb�l� ]E�nll1s yV�at . �,R �"��ii' '�, :�,� �, ��' ',' � II' '; '� �`. 'i_`�� ;.. r, � S� � .soc enruae. V � � �� J � _ - .A /�� — — — " oE Eo e� cs . � � —� . A , � i eu o E e cFr � 7 — / 7`� . DniEO P ^_0��`, i / , � I 1 \ \\ �' � � �� ♦ ' � r � `I � u . u : i �j � � � � , � �, .1 VA , � � �_I� � . o CI'I'Y OF' 4'ORT VA�OR"I'H . � : — — — — — a � I _ � � L�;`�F� � \�\' )�� 95 �"r.`t' �� n _ _ _ _ _ TARRA\TCOU\TY.TErAS � �� e0 _ _. .a I 1 � - s � - � : - r iv�„�� _' .a �% ' >95_i - �� .� � /,Lk ��i � \ r�'�PU�I� . I a . � , - — " � � ` = � `�tiF � I _ — — �— — — u�, �� LJA ;, ; : , e � II I ..�- ..,'' '� . •. /�/ 6o60�emra x� v P 6962.C�to o I 1 ;. ' . yl'Y '�.� _-. � / � Su,ea00e 11 � �_ - - \� — �� / - ¢ � . o m � .e m � . SRO6 -396 ' 'i .'/ s . /.i_�_ > o, ` ��... �� ,� S�� -8�� ,�.I� �-. ��` . � .� . , o-.. o o � i E� p ' � a � s � "� j-� �` � r � J — , �'� �w � �� eo .... � . . � �aa90 1 �A� n§ � �i � / � s - ��-� ar� oe o �-, I � ,� . i .. L+6 c r zozs _ :`-1 � _ . � , v � � � .. norees � '� r/ �,y, ;L�>� � �, � � \ � , ` p 'g� c eaowH �� / i. � � �� / — A � �� --�'� ��-'� � =�-- �Z �� J o .,�� 'oa� � z.sc e zoo' � � a r t > . � � � � , � ; is �, �/n' aiN � � i� r`� / o600u. � .soc o n� e . , �'�T �� y� r� i� ��oE EA Eo er� Es �� i� ore . � '^'D��/ co:u / e-o e r eaa . 58 � -�� u P H 2 20195ZONE nE . � � i o �y j�'�\ �`\ � . +��-( \.\. .__ t3o� ow a usE ccrvsr+u�.irv. � OF � SHEEi= X /� DESIGN CRITERIA Nores: i. RnnoNn� MErnoo oF oEsicN. LEGEND �. T�E exisreNee nNo �oennoN or nu 2. DESIGN FREOUENCV UN�ERGROUN� ViiLiTiES SHOwN ON THE DRAWINCS (A� CLOSED SYSTEM - 5 YEAR �� ORAINAGE DIVI�E Wp�EqOBpAINED FROM AVAIUBLE RECOFDS AND �p A E 0%IMATE. EITHER E OWNER, �p (B) CLOSEO SYSTEM - 100 VEAR � PROPOSED STORM ORAIN SYSTEM ��EL�PER NOR ENGINEER ASSUMES ANY (c) oPEN cnnNNE� - iao vEnrz o-� acsaoNsiaiun roR ununcs aaioR ro p = o.oi3 FOR aEiNFoacEo coNcaErE aipE cxisriNc sroRM oRniN sysrcM corvsraucriorv. rhE coNrRncroa snn�� ac � n= 0.015 FOR REINFORCE� CONCRETE BOX � RE�ViRED TO TnNE ANV PRECnUTiOrvqRY MEASURES � = 0.019 FOR STREET GUTfERS p-� ORAiNnGE AREA OESiGNATION TO PR01ECi ALL LiNES SHOwN nN0/OR ANY � � OTHER UNDERGROUND UTILITIES NOT OF RECORD � RAINFALL INTENSIT' FROM CIiY OF A-1 DRAINAGE AREA ACREAGE OR NOT SHOWN ON THE PlANS. � FORT WORTH STORM ORAIN MANUAL Z RUNOFF COEFFICIENTS 2. CONTRACTOR SMALL VERIFY HORIZONTAL AND ULTIMATE 140-YEAR RESIOENTIAL "A-5" .............. IMPERVIOl15=61% C=0.6] I�m=].9B —� St1RFACE FLOW ARROW VERiICAL LOCATIONS OF ALL EXISTING UTILITIES � F�000auir� Q aRioa ro coNslRucrioN. O Ml1LTIFAMILY "D" ................... IMPERVIOl15=93% C=0.86 I�Po=9.24 iN�Ef NUMBER z EFFECTNE FEMn COMMERCIAL (SCHOOL)........ IMPERVIOUS=96� C=0.88 I�m=9.24 NTURE irv�Ef rv�A18ER 3. IAIME�IATELY NOTIFY THE ENGINEER OF ANY FLOO�PIAiry UNIMPROVED (OPEN SPACE) IMPERVIOU5=0� C=0.30 I,w=].98 � OISCREPnrvCIES. m FlRM 48439C0045L TARRANi COl1Niv, MaRCh' FLOO�PLAIN 4. REFERENCE DS-25-0010 FOR COMPLEfE DRNNAGE � 21, 2019 ZONE AE EASEAIENT AREAS ANO OOWNSTREAM ASSESSMENT. n5 DELNFATED BY iE5 '� � �// v_� \� ` I . �uRisoicro � r�i,ruRE - � ENVI 0 E L REPO � / `r E%2 � �� \\ ' � :� � E� Jl1LY 202 � . � �/ 30l � \ �. E%ISTINPHA505) LL �� \ �Y� R U`3 / �� f � . \CPN5103688 \ � ti K � / 4�� w-t390 �/� �'� s\2i � � . E iSTiNG t0' iNLETS � `� � _ / / / Sn3 o.�a / �/ �',\100FLOODPUN � /i // � EXI��10�..-NLET OSB} �\ . � � � ` '�� O � / O � �� % ... '�, ��% `�\ ceNa i °o: soaa osooa5�i-i�osin-emses U \ /� 0.36 W-48499 / _��J r ��/ V OSE\ � � � / �� /� J ` � I - Ot8 I IE%IST G 0� � C2 � �� S . I IrvLET � � o.�t E%IS G 10 INLE� a�� \ _/� .' osa / \ '\ MAP SCO NO 18 Y �,; , �,, � � �� s-� ��r � �� Exis ! i , AsE� q os �i� � �mo� �I� .�� / i i �v , TING SD �' µ �� 6�, ' , ll/ /// �� - �'" \� BiY OFMFOR�T WORTH BENCHMARK NO BJ1J2 �ovN �oaae� z � ��. � ��,/= k--� / %� � /\ � / � � cxisnNc o' iN�rrs / � � � �� ' / / IEa� � � � � / ^ , �/ . sourHE o � cowMeus�Rni� ni oMo �i cuivcRr . � . ' � � i �� / OR � � \�, ��j \ \ j � , UNOER ihE ROAp AN� ]0 NORTH OF 90 DEGREE ��. a �� r W - � /GE \ \ \\ �0° � 46 � � \ `I - BEN� IN THE ROA� TO THE WEST IN TNE CEMER /� ' , � ,.� � , . � �, � , �� / �C � oF rr�e henownLL �eve� wrh nsvtin�'r aon� o '� \ . _�' � /� ' '\ \ /\'/� OP � 1 ` _ EX151 GH�IBOLO HILLS OFTTHETHEApWALL ELEV 8J6.265 / � / o � � � y � 1 J� � y _' — { 1 T ��IC / h/` � f � � � P , � � � I at� �N — �� ' T� _ — W Z280t BENCHMARK NO 9�1�0 F6 � � � � ;\ \O�O ' j,— ,;..-� . / � .. va��`'�=�.�, � a o � 1 �i' <�_ ��-��_� rh�� oN rtiE NORrH ENo oF��+e wesr �eR � ' _ - � ��;.� �� s � \� , ,ei � °" � Ai — ....._ sou=HEo�co�uueus�anR��r�s ��vERruo— f ozz _ � \ \ ,/ �/� /i�k� \1 ll � n� \.. F O � — �'� wo,yR �� wsc.� i �,� � ' � , ;, % ,, ,� �— , � ,�� f �� }a� y,� �, o;, — i � — � — — � . � y _ . . . . — — V i >1 h n � � � \ / _ ��i � //�� - iill/i/, � � I �1 ��"' — � / ULTIMATE / l/l�I�. � � � N /2t� � rBtpCKGAi� IANE <�— — — o so �ao zoo � i°°-vene / sr �i%��/� \� � � �O / i y �� - � onre aevisoN er E%ISiiNG CULVERi Bv Fl00DPLniN . �� I I � �� SEPARATE PL4N SEf /Yy,�� // ? � '�'� I � f I ---- � � � � � �� ULTIMATE DRAINAGE cHnaE� Hi� wesr aHnse i <' � � V � _�� i ca�v ioaae� � �s„ �� e \ , ,_,_� = - AREA VIAP / `'_ zaz � ^ Jn2 � � � � � �\`' � . �� l/�/� z� 080 � i\ � �— � � �� .190 _ _>95_�=W�,_�15�-- � I I , o A� /ioo_ _ �t�\ -805 ,� �' �uba�Il�o I-�u11s �� _ � �� P�� .w=�_,sso, i � � ��\` � \\ so N � f »�E� „oso ' N i. ,o � 6e-e W }a i i. / ��R\\�\ \�\ \ '� \ +� \\ �L* - `/ � � CITY OF FORT N'ORTH 8 ' � � [r \\ \�\ � � \ 1 T 'Po (n i% ,as ,&s wee. \ � \ � yZ rnHRnnrcou�rv,'rexns � � � �� , �� `', ��,� o�� (^� r K � t05 tp5 �o �-o.so 6 SosoA� o o. va � � ao �DOWvoK rroao ,__ 3F� \��`■�I�II �I \ 1�� vUwsa-m.so � ^Z LJAEn9i�varine.lna. �� " COMPOSITE C CALCULATION \ �� I��' a�� sosorvonncam�aiE�p�e�.ay ano�easese�.mio ea_,.. . . �I��,�II��11�� - � � - - ws�i=��.a3�� . �j s�naaoo � COLLECTORS ,�..- I{ 1 �,L,� �81 zoNc•cr' oa„s.rexa:�ssos Farv�F-i3as � rvi5 '� '� 1 � - LJA PROJECT ID �I � /�/ � a COMMERCIAL FACILItt i �'3 = � 1 I �/-' S (SCHOOL SIiE) r-O /�� \ I Nt340 0166 _ � A � �I I y (��(` v Aa (-N iE I �aTE. JULY 2025 m I I II �� I//s . 31 ' ` �v � . 2 I OESGN. 0.0fl6 �g S�D,VR� 1 II, �I I) III.. . �I I � '`R �`' anry 9�� DRAWN- BROWN 38 I� I II ^ l i ._ I ��axo �\ G" [` � C �w- MG+lyGi+A�C�+ +AnCn �,o� I I I I I I I I � I (�� // ory � 51� C,y= t&fi'"090 + fi'"�.90 +t'"0.30 + 4.6'"0.30 Sa � II I III I� U� I �/ �v �p�g2pu �p VE�RT N/A00 (y}pi}(y} 0 3�6 +I . �L +AnCn 30• W E "I �/ II IIIII III I I� .. . I I I : �' �O -��\ SHEEf Cw WEIGHTED C VAIUE ��9 � ., I r, � I — I 1 F � � _ ��G o ar_ 59 __ Cvm.�rous 0�30 ,��I��1/��IIIIII_ � E— �-1* I I P �5 ar. on „ i. I/: 1 1 I I_��, ��s*r+uc iorv_ OF 141 SHEETS LEGEND Nores: �� RAINAGE �IVIDE 1. THE E%ISTENCE AND LOCAiION OF AL UNDERGROJND UiiLiiiES SNOwN ON iHE DRawiNGS � PROPOSED STORM DRAIN SYSTEM WERE OBTNNED FROM AVNLPBLE RECORDS PND 1 �' ARE APPROXiMAiE NEITHER iHE OWNEF, n �� E%ISiINC STORM �RAIN SVSiEM OEVELOPEF NOR ENGINEER ASSUMES ANY ,1 RESPONSIBLIv FOR uilLlilES GRIOR i0 Y ' q_� DRPINAGE ARE4 DESIGNAtION GONSTRUC I�� iHE CONTRACTOR SHPLL BE 0 50 100 200 RE�UIRE� I� "PKE aNv PRECAUTIONARv MEASURES A-1 pRqINAGE PRE4 ACRE4GE TO aR0 �CT L LINES SHOWN AND/Ok ANY — � 0 I��fi J GROUNp UTILITIES NOT Oi RECOFD N y SURFACE FLOW ARROW 02 �OT S I�WN ON THE PUNS Q INLET NUMBER � 2 CONiRACiOR SHALL VERIFY HORIZONiAL AND � �+ vERiGnL LOCai0N5 Of nLL EKiSTiNG UiiLrtiES FUTURE INLEf NUMBER � = RIOR TO CONSTRUCT ON. (n 3 IMME�WTELY NOiIFY THE ENGINEER OF ANY - 800 DISCREPANC ES -_ >95 W a. REfERENCE DS 25 OOiO FOR COUPLEiE DWUNnGE MATCH LINE SEE SHEET 59 � � �� 's� tn _ � _DE _E9T-CREE � R'VE �'Yq�:�� _ W i / � _ I ��i'E._�'1` > o - Z � i � � � � � � — �� e �� `` ��_ J o � � J � >I � �u � � ii � � � — _ J A ��T � � � , F�OD I� �, I II� r'i �� I �-�I I I �� E SE I I`.�'� �..I �\f .vc i wsE� 73u25 ��o` 1 �� I II I I� 1 al I I/ I I � /� � � � 11 � � � W� / � � )y �,s�;� �Tw=E�=�z9�, � � 1 � � o� �� I � j / � �v��IV � I � ,s � �°°'°� , � �' � � . ___ . I �1' / �to ROw �i( t� /� � ��I�. ��, vnsr�nNohsra�r -._ i� �� i ss ss i EFFECiVE FEMA �� / p �f a-a I �3 a-a P wr I � I � � � � fL00DPLAN � •�� /I� _--- ^ � �/ enz � _ FRH 48639COOGSL�� If y- 0.45 I I� ZaR3� 16' ZaR3K rARRANr�o.�n . �;� ��.��,_� —T ��--� �� ,o �oEw �o MARCH 21 2019 ZONE �� / �50 � 0 30 -0.90 �. . n E0.30 .. . n 0.90 �.i�� ,a,o� s _ �li � � 3z� � _ � � � �� s � \\�� s � ioq+R�� -�s /�� I - � � \ COMPOSITE C CALCULATION =� -- _ _ � �'�_ � „I I �, I '��—"'�� I � � I �/ � � aeo�o Hi��s PaRKwav I I � IIII �I III F �� I � \ �-_�- �� T' .� I � � S II� I � .f(r � �� I� _:A� = \ � �URiSDiCiiONaL FEaiUit: // � � .�^ � �I � I ��I�` \�\ R /� AS DELN^A^EDRBY R � 1 EN�Ro�N_ EP� � /, � 1 � � i 1 � � �.�� c�= aG,�ae�n,�. .A�c� DAT J�.AYJ\FY 2025 I T G�- 23'•0.90 + 10"090 +1 �0.30 + 65'0.30 + 8"0.30 _� i � I. I i �� aOBfi I I I I'I 9°a I I I � (�, !ry+ +AnCn 55 i ry+A,+ � �i �� ✓ 11 � �-� � � � � � � ��s� �� 2 q, - weoxrco c vn�ue cw o_ee � � I - i,sa � �� c,.�„P,r o�so il \ F��I� ,� -- `� _ 8� I I�I —_ - v � Gcmwus 030 'ic l0 MIN USED FOR COLLECiOR & ARTERInLS ^' �fEr \ �r -- �� - _ _ .z�. �� -- � � �G`��V� � � �� , � �,s — .� �1�� --I- �� —�- %�� V /�� ' �'r � i � � � / g �eo� eo � � oo vR ua ws � � ��-.6�L � c roa - ` _ — - � � __ � aYt�'- � �� _ - . a \ soq� � ' i� � IIK �— . o� . ; 'I \ 1 � � �D10 C19U 0 PARK Y I.._ � . �iAri�c 3 .. \ µ �_ _..,. � �— _ " — +f-L � - � l - � - - -�� - � � ` - � � ` : / � ' � ' �?� = � —'� — � i '� j yG ra ��. wsE �-T''t y'S S.. � �'2s� ��- J� _�r �'% / � ' _ \ \ �� _ _�_— „ ��/� s" A f� �a ra u�. wscL � - i�N,�� .b j i �� ' I I m A i. � F l�_i� � q s*a 1 _ _ _ � �oo m ou wse� n �� o %ii � i i/ � 8 g� i i i =o � � �� i i � i 's� „` i �'� �� _ ^ � � L �ry"/ � zo � -- " �' c V -- �_ _ _ � �r r ____ _____ _ _______��-- es - �� ' �y- , � � / ;I �5 � J�- f \ �� / J�' � 5's�' S_-I _ _$ � -J-1N�T- 100 YE�R /�do \ i� i / / � N�q� o / i /_ Ai �_ J,� � I p"� � il � [ \ �o � � �, � � 3�4 G14�` �/��--� �� c � "�� i - r�ECiNE �EIAA -� FLOOD�PIAiN /_ i : FiRu 8a39W0a5L � _ � iARRPNT COUNtt, MPRCH �b� � � 21, 2019 ZONE AE �55 ou �\ \ � � / I .�\... , . i i , i i ��/��. DESIGN CRITERIA RATIONAL METHOD OF DESiGN 2 DESIGN FREQUENCY � (A) CLOSED SVSTEM - 5 YEAR �p (B) CLOSED SYSTEM - 100 YEAR � (C) OPEN CHANNEL - 100 YEAR � n= 0 013 FOR REINFORCED CONCRETE PIPE n= 0.015 FOR REINFORCED CONCRETE BOX � = 0.019 FOR STREET / GUTfERS � � RAINFALL INTENSITY FROM Cltt OF H FORT WORTH STORM DRNN MANUAL z RUNOFF GOEFFICIENTS RESIDENTIAL "A 5 ... IMPERVIOU5=619 C 0-6� Im-�.96 O MULTIFAMILY'D ... IMPERVIOUS 939 C 0-86 lo� 9.24 Z COMMERCIAL (SCHOOL) IMPERVIOUS-969, C O88 � 924 UNIMPROVED (OPEN SPACE) IMPERVIOU5=09, C 030 lao=]98 O � � w � � J _ 0 J � btt GROJECi NO 10611J m FID_ 30114-0200431 1O61tJ EOJ6B5 U x-a8a99 019 MAPSCO NO 18 \LK � BENCHMARKS �II ., -� cn ov voar oRi . o. ai �s. LOCATED ON WES � 0.6 LES SOUTH OF COLU BJ L WL E UN�ER THE ROA� AN C' ��fTN Of 90 �EGREE BEND N iHE RO D i0 iHE wESi N iHE CENTER OF THE HEADW LL LEVEL WITH SPHALT ROAD, SEi IH THE TOP OF i E EADWALL ELEV= 636265 BENCNMnRK NO B�t]0. OUTED ON OLD GRANBURY ROAD 02 OF A MILE sourH oF cawmaus 1aai� n1 n cu�vear urvoea iHE RO'D ON THE NORTH EN� OF THE WEST Hi4nVl41 r ry _ ��i n�r — DniE RENSiON Bv ULTIMATE DRAINAGE AREA MAP �iba�lo ]H[i�l� VV��ik CITY OP' FORT WORTH TARRANT COONTY, TEkAS ua �p...N's i"°. I.�i/� fi0fi0No�M1Centre Ex � swey PAone 469fi110]10 s��eaooe �a as,T ras ]5106 FRN�F�1J8fi WN PROJECT I� Q` o ^��' t340-0166 j 9s DAiE: JULY 2025 oa Tq�( DESIGN: RORES q��'S6096Q =W ORAWN: BROWN � SCNLE �//0 i HORZ: 1" = 100' "p� � VERT: N/A' FOR ar. SHEEf �SE ��iwCiory �F OF 1�41o5HEEi5 I N � o sa iao zoo �� DESIGN CRITERIA 1. RATIONAL ME�HOD OF DESIGN. �z. oEsicN FREauENcv � � � � � G, (A) CLOSED SYSTEM - 5 YEAR ; � �,/� (B) CLOSE� SYSTEM - 100 YEAR ^—' �G� �� (C) OPEN CHANNEI - 100 YEAR �,� �A t� S � \ , � �, Q � / � , ; - 0.013 FOR REINFORCED CONCREfE PIPE �( J � �J = 0.015 FOR REINFORCED CONCRETE BOX A-� f! y � .. ` oSyo''� ' ,� E%IST p CSE �0 ...��LLS -%/..� ' �,/ �. .. � . . n = 0.019 FOR STREET / GUTfERS A-1 v ! RAINFALL INTENSItt FROM CITY OF � � Oq � X 2�08� � �� - -\ `l��^� � FORT WOftTH STOftM �RAIN MANUAL —� �'l�\�. �Z' ��\ W 2801 �'-_ � Q' . � RUNOFF COEFFICIENTS RESI�ENTIAL A 5.... ... IMPERVIOUS 61% C 0.6] I�m ].98 � os � ��\\� �� \ / - .� MULTIFAMILY D' ... ... IMPERVIOUS 83% C 0.86 I m 9.24 \ # � `� ' � / EXISTING CIBOL� HILLS COMMERCIAL (SCHOOL) .. IMPERVIOUS 989, C 0.88 I�m 924 Q a �� i G SD � PnnSE 3 � UNIMPROVE� (OPEN SPACE) IMPERVIOUS OR C=0.30 I w ].98 ry iO3o88 X-2682] ZONE 'CG" �' �� ' . � � W-2]61 . COMMERGAL FACLtt � \ �-.� - � ,� � - . � - - . - (9GHOOL SIiE) _- \ s� _ - \ � \ �*�� / c�� . _ ' _' 1 �i �' /� 1 1 I . ExisnNc so � /� \\ ryee \ J' ' cPry t0a��2 � . W � � �/ � � �:Z, � ��.�� . _ ._ - ��o; � o° �/ a � / � [rR � \ - - . _ aoo � � .��o � � .az / � "�� r w � _ � C� �o� +� o�a ,,'�','� _ —� --- /�^ / / j KQ ( I 11 �, ,\�� 1 ' .3 } � �,1 �j� G� ` �/ \�� — SiP 5R5 u� ,NSp. � o / _ — � � '��r � `\� ' � _ ` ` N /� �1.� �J.� � W Z J = sA, H � `\/ �� \ �� C / / / � o ' 42``'� �°4� � / � i /% /i � — � l8 ULTIMATE 100—VEAR � t \ � � � �� F�oaoauiN �. I � � �� _ � � o � m�vFna Fw�n / �� \ A � � 'n�i ws F�000au �� \ 1 � � I I /I� A..le �/, �� I��\ I I � � SiA 2yMi{ � . / / � � \ \��A �I� WSEL '1�UL /� � ' 1 I1 �L///X\Y�\S\ry A�18�� f /' oaVi�� / I\ // l F , �� SYft U1.1 � �L �� /\ � . �. / n / . SE�.��'chP�_i��\^ � �� / ~�o��\ �^ �' _Ura��: oa a / /� . 1 S�9 �� R �/ � � ��0� �Bgl / � Ja i / � LV. II( \ / �� Y � v _ ,/,/� � li �o>e. i �losER ft �� /� � % � �c,s` a. . � � -� �,=, . 1.h'o� -�� 4`r(��sa� / i� ?� �„ � MATCH LINE SEE SHEET 62 JURISDICiIONAL FEATURE DELirvEAiED Bv iE5 ENVIRONMENT REPORt onrco �nNunRv zazs y v�000auw � EASEMENT IILTIMATE 100—YEAR F�OOOPLAIN FFFECTIVE FEMA �000auiN FIRM 4B439C0045L TARRANT COIINiY, MARLH 21, 2019 ZONE AE uores: LEGEND i. rrre exisreNCE nHo �ocnriory or nu uNoeacRouNo uriunEs sHowN oN rHE oRnwirvcs wEaE oarnwEo FROM AVAIUBLE RECOR�S AN� ARE APPROXIMATE. ORAINAGE OIVIDE �p rvcrthcR 1hc owrvca, oEvc�oacR rvoa cr�ciHccR �p PROPOSE� STORM �RAIN SYSTEM ASSUMES ANY RESPONS BLTY FOR UTLTIES PRIOR TO CONSTRUCT ON, iHE CONTRnCTOR Sh'nLL BE REOUIRED � EXISiING STORM ORAIN SYSTEM TO TAKE ANY PRECAUTONARY MEASURES TO PROTECT ALL LNES SHOWN ANp/OR ANV OTHEF UNDERGROl1Np � DRAINAGE ARFA OESIGNATION UTILITIES NOT OF RECOR� OR NOT SHOWN ON THE � PlANS � �R4INAGE AFE4 ACRE4GE � 2. CONTRACTOR SHnLL vERFY HORiZOMnL nN0 VERTICAL Z SUR:ACE FLOW ARROW LOCATONS OF ALL E%STNG UTLITIES PRIOR TO CONSTRUCTON. INLE! NUMBER 3, IMMEO ATELY NOT h THE ENGINEER OF ANY O :UTURE IN�Ef NUMBER DISCREPANCIES. 4. REiERENCE OS-25-0�10 FOR COMPLElE �R4INAGE � AREAS AN� �OWNSTREAM ASSESSAIENT. � W � � J S 0 0 m Citt PROJECT N0. 10611J U FID' 30114 0200431-10fi11J—EOJfi85 X 28499 W 019 MAPSCO N0. 18—Y � BENCHMARKS C II �.� �� , Cltt OF FORT WORTH BENCHMARK NO BJ1J2 LOCATE� ON WEST CLEBURNE ROAD 0 6 MILES SOl1TH OF COWM6l15 TRAIL AT SMALL CULVERT UNOER ihE ROAp AN� ]0 NORTH OF 90 DEGREE BEN� IN THE ROA� TO THE WEST IN TNE CEMER OF THE MEAOWALL, LEVEL WITM ASPHALT ROM, SET IN THE TOP 0� THE EApWALL ELEV.= 836.265 BENCHMARK NO 9J1J0: LOCATE� ON OLD GFANBURY ROAD 0.2 OF A MILE SOUTH OF COLUMBUS TRAIL AT A CUIVERT UN�ER iME ROlD ON THE NORTH ENO OF iHE WEST tiEAQ1YA1. _ � _ DATE REVISION BY ULTIMATE DRAINAGE AREA MAP �,nba��o I�a11s YV��i CI"1'Y OF FOR"I' N'ORTH 'fARRAN'f COU\'fY,'I'EXAS LJA En9i�varine. Ina. �� 6060 NorIM1 CenlrelErcpresvvay PM1one d68fi21.p]10 s�neaoo oau,,,.rex,:�ssos Farv.F-i3as LJN PROJECT ID :��+� . t340-0166 f � j I �ATE: JULY 2�25 �" A � I OESIGN: fLOPES 9� � 136096a fyr� DRAWN: BROWN �C SCALE o" �� Harez: i• = ioa' �xo� C� vcRr: H�n� SHEEf F�q �� 6 7 usE corvsrreurnorv. �F� OF 141 SHEETS o ron rx[ PURvos[s � STREET CAPACITY. DRY LANE & INLET CALCULATIONS FOR ON—GRADE INLET � � �„ o.<�,.�E..E. �:E:��,°a.�E:'� E,�� . R �o.� �.oss:�oPE �no:::�ooE oEo.x :oaE.o .«ow.a�E Ea�i�.�E.. ...E�. :�.E or or��..Ew ��. o<«ow :P.E.o�oa ao:::�o.E :ERio. �oEm�E.. i..E.:�. .,.rz�oE .�.o« r..w..a�w wo::o�w .o,.� . o w oE.� � � I :,.� . .�F. �F. .�.oR m.�. «ow o�.a.E � �o E - � �a . �. ra..E.n ..�r o r w o I .o. ` . �« �n M I . µI' �w ` `/ . mE« nM. s s, s��,x .1o' �.p * s, I � , . . . � I � x'�n �x�n ��lo �f I� » ��(x ��1 �f6�1 Y� li1 '� 6]sp� fu �l r� r\; ��xa u�ry xE�uixEo iEf1X I]01 II )� ]E . ou��wrznExsrx�wuosEEoxvE �. I 6 ¢osf 1 oonf. ll �z srcni 9� o� z �� iuo�EEo �� s E,i I�, �: t, G� �,�` . o„< �m �=u, .a , �EEoa.Eo�,�o,.:o=., , �m �:u, Fa �., a.E �e„�a � oo,s � 0 �m o=u, , .a oo„ o . � �. � �„ A ' .,E�, o�EEo — f �.nr„��"Po.' ,aE�, o�EEow.E �.� � o, �, �.:� A. / � ��, �, I , � o a.�. , ,� � a�, �o o�„ owm a,�, „ ,.� � o�,� ra<< oo„ .� ,� ,a oo a, a9 „s ,« „� ,�, Qo ., „o ,m9 s.E.. R„ ,� a� � �. � ,. � � . �da.,�.,,,..,, i r � � � �� 6 � � w �--� ,e, o� � ,a 9 ,W � ,� � � sa: i= i i s. oa�€ ,e, i� �m a;�; i .a�F� aois � o , i� i,; i � H �— , �� o � — .€ �, �; � F-- � .. ,o. A I : H� �:€ ;e= � A i I; �� I i; s i I i I; I I W I I i I; I I r �— ° , . ' H �; r��,.aEE. — — u .�,. , H �I=�� " n��i�. �,ra � ��c� o ,� �m �t � 4 ��I �t ��q, �; HI -•i - ��a., w�a�J� TT�� tl .G.w r P i ��i I/l��e w`,. I ,_ (�/ � �� '� / t/ r � �.o . � � .� °°"�. ° I ` IL PGIy II,_, �p/i 7"l�l�l, , I �u-�I I . ownv I� � � I. 1•_ I_h I �� I �� R� x I i p I . . ii . mw +u. . s n�xu,nr ��Ez arz a. ozu� ais sm ��x aarr�r �33s cr, sn zs oz- I .,� . I cay.r.u.i r r - STREET CAPACITY, DRY LANE & CALCULATIONS FOR ULTIMATE SAG/SUMP INLETS MnN�uiNc's caow�' Llfiml 1 lchl CFIhW �Ihls W(nl Eln�Hra�hloF GF(ch)a oE�w aF(n'ow Eean)�o o`nInIN �PlckrvoF �EUGiH IMLEi oRAINnGE<aFA COEFFiCIErvi SLOPE SLOaE IrvlErvSliY RurvOF E ML LOG L RVW fAP1Uf+E0 iNLEiT'PE coNc. FOR OFPVMi o N A G FO E GlH FAGTOR L Ni0 GOMMEMS CE61GN 1{ET PoiNr yD cJRa _- ainnon AAEA� �� mM�l Inml c�ow a�M1N UI 1%�oa41E oV1�M1l�W 1N1 _ � l 0 1 5 6 � 9 9 io 11 �3 19 11 t6 t6 n 1e Ln xa ¢� 2i TJ la B � C�B 65381iUCCFNFNDRVF 4B1 0.44 0�6] ISW 0.0190 a�� OOJ50 646 19J O.W 0.0 o OwOo 3l1 '�%�1'EAR ?9 0]550 1xa 0�339 0]550 agNer o�9 10 �00% �.9 �SIIt 01KEi LOCALSnGW�PpSrtNFOVEPfLOW ,C uta 3.ep.s35roarva[rvocouar ac� �.oz o.6� Is.o o.oi90 aozao ooioD �.ge s.so z.w o.o so owoo a1.9 iao�vEna �s o.3ni1 1ao 0�33� ossia am.e�nrm� iso ia so� �s aa I ioo smioiu�Er ios�E U'a �i•vz.esEx�s.wcmuscoceEoxive osEj oaa o.b� �o.00 o.mvo aozao omm v.za z�o s�o o.o ao owoo �s �oo.rEna e3 o�aa� ,ss o�na� oesoa am,��n,�� i�o ,a so� es oo I �m Ezsnr�csro,vw�E,.oEsicucHEc. " �osE�� enl '"'a �ir9z.esa�s.wcMusmsEEoxivE OSE3 oaa o.s� �o.ro o.oiso aoza o.oico s.�a ��o o.�o o.o so owoo �.3 srEna �e ozsao ss oaaa� ozseo y� oas �a so� ie oa I im Ezsnxcsroivw�E. oEsioNcxECK � �osEa� E�Esil '"'a �i•9z.esuis*wemuscoceEoxive osEz o.z� o.�v �o.00 o.oiso aozao omEo v.za zw 3ao o.o so owoo �.3 �oo.rEaa sa oaasa ias o�aa� oaasa y, i,s ia so� se oa I im Ensnr�csroircw�E. oEsicucNEca - �.,'E. E;I �a ,,.s�as��=.�N�M�=�o�EEOA��E o=E� o�� o� ,o� oo�� aoz� oo�� s,< ,�o �� oo so o�oo �3 =.�EAR „ o3s,o ��s o»3, o�s,o 9, o�. ,o =o� „ oa � ;osE„ ,� ,� E�sn��s,�,p��E, oEs��E�K �,a, ,A �a a.,3,�,�oA�=PA��soA��E ,A� ,3� os, ,so oo�� aoz� o��o ,sa ,� b,o os o�o0 35s ,�rEaR ,,, os��b �ss o,�3, as�sa��,��, „a zo =o� „a oo �,� sm=o��E. =x ,�, , ��a ,��saRAo�o��,AA�� „A, 3�� os, ,so oo�� ao,� o�� ,sa �sso �� sa o�o0 303 ,�.EaR ,36 o<s�, �ao o,,,, a,os=a��,��, ,a, ,s =o� „s oo ,� s,�,S��E. o� t LUNa 1b50.9eRavloMrv[MiFAIL l2nl l.sa o61 lso o.o19J aoxao 00]50 1.9e exo o.m sa o5o00 303 too-vEqR 13b oo95a 1ao o�aJ� a�o55aEo�eNmat 191 15 50% ��6 oo tCo Sm�SirvLEi 8 t WYE ].]b36cIBaLonILISVAaKwav - 3= o= l� oo19J -- 199 9�-=- o�-tao-�� 1ro�] - oa�]a a5315alwyelnroa� I.t6 � 5� 83 oo tm ataptOPMLEi og (�) (�J Ow(�DENOTESPARiINLFLOW EBOGiiv oEaiH �-) TESNORMALFLOWVELOCITTI�EPTN 1"1 NOTEoSHGLATiOPOFPIPENPSTFEAMPIPEIA � '' �Ps,�EAM��.�o� �.�,.�o�s�,sAMEAs o HorE �a� o uvS�aLEarn�u5c*Eo s � cno� M HEno�ossHnseEEHse-rrozEao � � Z rvOTE VARNNCEREOUEST. WMSUBMITTALFOR Q m 0 � W � � � _ � �o ��E. 0 � 0 Cltt PROJECi N0. G6i>> m FD'. 30116-020043 06 I]-EO�a85 U W 48499 019 MPPSCO NO_ 1N Y � BENCHMARI�S�. ��Ilu�m� ��, , CiV 0[' �ORi WOk H . 9 LOCAiED ON WES EE .� E, SOUiM OF CO�UM6U� iuq.� ni ��vERi UrvDER irvE ROnD nND �o u� 90 DECREE BEND IN iHE ROAp i0 iHENWESi iN iHE CENiER 0� TNE HEACiWpLL. LEVEL WiiM ASGHALT ROAD. SEi iN iHE 'OP Oi THE HEAOWALL ELEV.- 8}6.I65 BENCHAMRK VO 8J1]0'. LOCuiE� ON OL� CRarvBURv ROnD 0.2 OF a MiLE SOUiH of COLUMBUS tRAiL AT a CULVERi UrvDEk irvE ROAD ON iHE rvORTH ErvD 0( iHE wESi HFa�K�Ali� FiN='»'tnlZ � DaiE REVi5i0N 8�' IM1LET CALCULATIO�S �ibo�� 1�—Il�l� VVest crrvoa eoar��oerH TARRANTCOU\T1',TECAS u„ ��...��. �. LJA 6060NorIM1CenrtaiExpresswaV PWneJfi9.621.0]IO Su ie a00 Oallas.iexes �51�6 FRN-F1396 '��' +.,� � wn PkOJECi iD ar �.��••••••••'E7 I cATEr.:�3y0CT 2025 A _ ocsicN�. noREs �� oanwti- �oars �`=s�V scn�c �20��p HOftZ'. N/A 5 / , . VERT�. /A FWET ,T $HEET ��R °� 63 osE w�siA��r�oH. °f- or ,a. sneers STREET CAPACITY, DRY LANE & CALCULATIONS FOR INTERIM SAG/SUMP INLETS ix . nuc n r S�ovE F CAF'?r �, w+o v�� srpGry P. � iry ac `f �Yca cnciva o s,�.�� EA. °F��aE� ��P M�� s E,> � E� ! �,E� �,rar� � ,°Twr�7�„ � �t ��r�N F�o A � �,� �� ,AE� ��Aa ��_�� ro,� `�q�7; �, a� �� `��k°� `<<�� , �� , a °. �r�,�� o �F�,ow � z 3 a � '� nv� H. V Q�i� ��i�� 1 'Y1 � �� Pae so o��a� � a oc�e. Un� 11 �U e, �6 1� REFERENCE CIBOLO HILLS PARKWAY (CPN106104) FOR INLETS AND DRAINAGE SYSTEM FOR OFFSITE CIBOLO HILLS PARKWAY WEIGHTED C CALCULATIONS OFF1 I Area "C" "C" weiqhted , ,.°5 °.' 0.55 � 0.86 0.86 ,R�P � l��T �oa I Area C" "C"weiqhted � 0.36 0.67 , =.4 0.3 0.38 � o.az o.s� 45° WYE (LAT 11D11 & INLET 11D1 I Area "C" "C'weiqhted , o.a8 0.66 0.56 � 0.14 0.3 90°MH SD2) � Area "C" "C"weiqhted � 9.16 0.68 I �.06 0.67 O.Q� � 0.95 0.67 �� 1.36 0.67 45° WYE (LAT 1161) & INLET 11B1 I Area "C" 'C"weighted � a.as o.ss 0.47 � 0.39 0.3 EXISTING INLET 75B2 (OSA3) & 45° WYE (LAT 15B2) I Area "C" "C" weiqhted � 025 0.67 , °.58 °.' 0.55 � 0.3 0.79 � 0.36 0.67 90°MH SD3 Area "C" "C"weiqhted , 0.56 0.�9 0.79 � 0.8 0.79 90°MH {�,AJ �1C.�Z1�' S�IY) I Area 6C" "C"weighted � a.z a.ss 0.67� � 4.77 0.67 EXISTING INLET 15C1 (OSB1) � Area "C" "C"weiqhted � 0.,2 a.�9 0.38 � o.sa o.a 90°MH (LAT 10B2 & 10C1) �rea ••C•• ••C••weiqhted I 075 0.66 0.44 I 3.08 0.38 45° WYE (LAT 11C11 & INLET 17C1 I Area "C"�"C'weiqhted '� 0:<3 oba 0.44 EXISTING INLET 15E1 (OSD11 I Area "C" "C'weiqhted� � o.,a o.,9 0.52 � o.zz o.a Ul TICPLFLOW (v1 LOW(�)DENOTE6PAFTIHLFLOW �-� oamn�F�owve�oarioevrt� ��y Hc nrroeorcive�ucsraenmeicein � ow� � II UPSTREnMJUNCFICONGENTRATION6ET6AMEA6 O INOTE CRITICALFLOWREGiMEWITNPARTIAL O � rvs,HEnoiossEsnaE � a�iucsrRenM�uNcrioNs��uNcrio� � HEA�LOSSHA�BEENSETTOZERO � Z NOTE ISEEFNALi5WM5UBMl iA�F R�VAL � VARIANCE RECUEST z m � H � � � _ 0 � m Citt pROJECi NO_ tO611J U FiD. 30ita-020043t-i05itl-EOJ685 X-28099 -6019 MAGSCO NO 18-Y � BENCHMARKS- �'��ro�i��uny. Cltt OF FOFi WORiH BENC�INn!<* � -'�2- LOGTED ON WESi CLEBUR�C �O�C 0 6 NILES SOUTH OF COWIABUS TRAiL AT SN�LL C,. VERT UNDER THE ROAD AND JO' N 9� DEGREE BEND IN iHE ftOAD TO THE WESi IN THE CENTER OF iHE HEADWALL. LEVEL WITH ASPHALT ROAD. sc1 iry rHc roa OF iHE EADWALL ELEV = 836 265 BENCHlAARK NO 8�1]0. LOCniED ON OLD CRaNBUkv ROaD 0.2 OF n uiLE SOUiH OF COWMBUS TRAIL AT A WLVERi UNDER iHE RO"D ON THE NORTH END OF iHE WESi yEApyAI rirv-,ojm� D.4iE REv�SiON Bv INLET CALCULATIONS �n�a�l� 1i][1�1� yV�:�Q CITY OF FORT WORTH TARRANTCOUNTV,TEXAS �,+�q,P��...��..,,. L✓A 6060 Norlh CenVal Expressway PM1one 468621 �I10 Sune a00 Dallas_Texas ]5106 FRN�F139fi WA PROJECT ID ��+ Ni340-0166 / ) DATE: OCT 2025 oF. � �iqNAEL GOrvZQL� DESIGN: ROP6 ��"E=96 _ % DRAWN: RORFS ^'j� SCALE �j/ '�a�o�� HORZ: N/A " �'�� t� aL VERT: N�A SHEEf F� �F 64 use mNs..�a�oH °F oF ,aa sHeels nv sn a+oesi (,aso' �1�an SNOSHONI DRIVE I CENTERLINE CURVE DATA I � INSiALL - 2 STD 10' CURB IN ET 1C = �6� 28 FL = �62 53 L I Cv� DELTn RADiUS LENGiH CNORD C-L I �S�TV 0+5095 SDJ� SiA 4+0391 (1849' LT I CS I9'03'00' SIp00' 1695]' S38'10'S2"E 168]9'I � CONNE�i�iORINLEi I C6 IS'46'21" 03500' 119J5' S39'49'12"E 1193]'I � SiAA��+N24�13 SD3(000' ) i1n o+a000 ur snz � 20 40 80 NStALL 45' WYE CONNECTION — PT STA 1+69.5) 502= Sin u+uu.u� w - PAV STA 3+62.93 (0.00' ) SHOSHONI DRIVJ INSTALL ' S0 IINCTI�N BO% \ \HORiCqNYON �OOP \\\ �, I �y. SD3 � 24" RCP I I o Ss I � � �� ✓ �� i \'\\"� , f-••__' -�+— -=�--' �.-r_��- SH�`'HON�-�R�LAT�3A2P \ 775 770 � 765 � 760 ;= �ss ; � 750 �� %45 oa 740 .'� PC STA O+Oa a0 SD2= SiA 3+03.+3 SD1= PAV STA 1 93.36 (0-00' ) sr�osHUNi oaivE INSTALL 5' SQ JUNCi10� ��OX W/ S�ACKED 4' MANHOLE \� � LINE STA 2+p0 MATCH ,,�, �I � 1 I I I I 21" RCP �- L4T 2B2` S y. I �. _ \1 2 ��36" RCP,I � SiA 0+26 t6 Uli 282= __ PAV STA 9+29 66 (18 50' Li) y \ � CLEARCANYON N R VE STA 0+25 44 lAT 3A2 CONNECT TO LET / - PAV STA 4+0409 (1950' RTJ qV SrA 9+2�16 (ISSO' LT) SHOSHONI DRIVE CL��FGNYON DFIVE CONNECT TO INLEf _ 1 SiD 1 CURB INLEi TC = �66 �5 L� �62-00 5 STA }+]3.93 SD2= SS Pnv STn 8+60.5a (0-00' ) NLEPRCPNYON DRNE SiALL 4' BEND SiA +0.112 SD2= PAV STA 8+19 26 (0 00' ) NLEARC4a ON DRNE STALL 5" BEND o.ao ,.ao SD2 3.0o a.00 �.�� SD26.00 � G � C %IG,' L7 :'- I= ,G = 41" �� Y CI �I C : - � �; .� e [' C ," 4^ � r c �^ L� L U ��r = 1 � � 3 P �i �, �� u ��r N -t, :s< � . � , � "� �� o ^ _ jjo� � � dr, �� ' �� i j� �l� e,m a� t i ��` ��a �� .�,� �,� �a va vo'7) �� a�� "��q ii I �vrx � \ ��m� cRo�N� / / A ��,/ vkcrc�t �n�p � �i. r� v . `� e�ivco 0 �� ar>Fso � , e 1 � � ��c � I � � ,.,.� I /I° I � ��-� �� - ' � ., I �\ / - I � -�- fs _ __ �� - I '„� I V / � I�� -- / � � , oarF � � �1� � i I � 'i �� _ _ � — �� I � / n�o rre HC.� I �"-�� - i�� - ' �/ �" - ss �r II / c� � '3h,��1� �02L� }� �/ _�L i _ � rr\'_ --� _y , - �a�.= -- � ' I N ` F /�i� ' �Df 8 Slrvi — �--�—i--_ _ � �— ��"'� ��J� —' �N �- � ��__, �� ✓o �. ieo u �� ` o �P I � o%�io� F_ i.� ��Fs i--o��ae 5:v, � i(��j Q �, I — -- I��O FT ` ��L.1'Y �DP ' 1��F1 � � � �� 1 5%rc �Ti.�� e' s,NI �--�— s„ � �—i J_ --- � --- � � � �I Fl=J V � i �_ �V � � - . -r � �� a a.l� �� ^mo �" - �� _ �:'"'� � ,nw ,�� 4+� � � � v 6i � I�' S l_ j_ �� m r n : `� � j-� �^ J � � � � �� . �. �. � � �� LL J+00 780 780 775 775 %%� %%0 765 765 %60 760 3 ' �I ?� 1 —..� � STA 2+86.31 SD2= STn 0+00.00 lAT 2B2 INSTALL 45' WYE CONNECTION STA 2+91.86 5�2= NA 0+00.00� T 2B1 STnLL 60' E COrvrvECTiOry -LAT 2B1 -21" RCP Sin 0+2i.36 LnT 28t= /PAV STA 9+31.94 (18.50" RT) CONNECT TO�iN� ET STA 9+29 66 19.50' RT) ' NLEARC4NYON DRI E SiALL - SiD 10' GUFB INLEt TC = J66 J4 FL = )61.99 23' PUBLiC 2 S�n u+�u W} N�Iv l !. E SWALE 2A= PAV STA 6+)0.15 "55-00' RTJ NLFPRLANYON DRIVE SinLL STO 5'X5' DROG INLET PT STA 5+52..3 SD2= /FAV SiA B+�O.l5 (0.00' ) CLGRLAQVON DFNE ( INSiALL ' S0 JUNCiION BO% NOTES 1 ALL INLEiS ARE i0 BE CAST IN auce uN�ss No1eo orHeawise 2 ALL RADIUS PIGE JOINTS SHALL BE FULLr CROUiED. I o J` ,5 _ � �s��p9 RIVAiE SwALE 2A «�i�' � � STORMJ ATER � $ F�ACNIJP I\ -��)l0 iE� 4NCE 6" wL \ __ dIK`.�_ AGREEAM '/ � EASEMEJi �iS� ' q' -- sHeeT s<ror+ � .—'��- ' . _, —' ` �—�� -- _ �CLFARCANYO ...,�� n�Ercnvncrr N 6R ctt vRo�Ecr No iosiii � -I _ \�E WD- 30it4 020053t i06til EOJ685 — � X a8099 g 55 _ 019 MAPSCO NO 18-Y >65 6 � g t&4CIpw. BENCHMARKS' �,�'�15eio�tirw�+i�!�. CiN OF FORi WORiH BEN��INARK �0. 8�1�2- PC SiA 4+J2 48 SD2 LOCATED ON WEST CLEBUF�� ¢Af] 0 6 MILES SOUTH OF COWMBUS TRAIL A SMALL CULVERT �60 UNDER THE ROAO AND ]0' NOkiH OF 90 DEGREE BEND IN iHE ROAD TO iHE WESi IN THE CENTEF OF iHE HEPDWPLL, LEVEL WITH ASPHPLT ROPD, 65' SEWER FACiLItt SEi IN THE TOP EASE�IENi OF iHE EADWALL ELEV = 836 265 BENCNMnRK NO BIt]0. LOCATED ON OLD GRANBURY ROAD 02 OF A MILE SD3 so�r� oF �o��Ma�s rRA�� A. A ��ER, ��oER THE RO'D ON THE NORTH END OF THE WEST o+oo i+oo rir��-,�-��, T� T�� — — �� In w- 6 f — — ��o � � �/ � r c 780� _ o �. o;_; s - �: � �l a� i� o—rE RE��S�o� Br �,��rc �; �,a �,� ��5 � " STORM YLAN & YROFILE \ � � SD2 & SD3 % / [;is w� c� -. c�%Z a- � 770 IFO�O.E� GIP ` ` f � � �� ',,; '�.1116i91�ID 1i�➢�1� y�V��n �3.6%\� I�� i 76` � � � CITY OF FORT WORTH �� r II'� C�� _ TARRANT COONTY, TEXAS I 755 755 I � � �so �so I 745 745 I �if—� J `-; �� I . ti fiJ�� 9 co ,�iN sq �` ays °� c, C1`� I � mI'� e. Fv l ��51.a�10 m- I �J �/I �N � Jr � �1 �r ��(J /II „,I J„� ,d�I J,�I 1I�� 1�� 1� 1I 760 ��WA 6glnwriny, lne. aoaorvonncam�eiE�y�e:swey Pno�e<rassioiio s��eaoo oanaz_re,es �ssoe FRry F isae ��n aaaccr io 755 vv v�o p��+ N1360 0166 � fy9 DAiE JULY 2�25 oF. ��A:qrvnF._GOrvZA:E DESIGN: ROP6 ��6� }� DRAWN: JENNINGS �so �� s��E �✓,��y HORZ: 1" = 40' ��25xo� a(Jp VERT: 1• _ q• SHEEf 745 �`�pcoNs.a�u�oN. o°F oF i a OsHEErs 0 I O � O m � N w � N S O U � 0 20 40 80 �- LAT 48� PAV STA fi+54.1fi (18.50' LT) 21" RCP STA 0+12.88 lAT 681= Tl1CCENEN �RNE \ STA 2+34.88 SD4= PAV STA 6+6M1.12 (12.J6' lT) ITC -Ll]8.35�D 10' �3Rfi01NLET �\ srn a+oo.00 vr aci= ruccEr�EN oRrvE tl PAV SiA 3+2J.60 (23.11' RT) INSTALL 45' BEND STA 0+22.58 lAT 4B1= � STA 4+B5.9J 504= O SCORNBENO COURT Siq V+VO DU tAi PAV STA 6+Sfi.32 (10.50' Ln INSTALL 5' S0 JUNCTION BO% W T�CCErvEry �Ri�E ""'D 4' MANHOLE PAV 5!A fi+66.04 (0.00' ) CONNECT TO I LET .l.i' ST�RM �RNNaGE TUCCENEN DRNE iUCCErvEN EASEMEM 8' S5 INSTALL 4' SO JIINCTION B�% pRIVE STA 0+84.Ofi SD4= I � I I� I; PAV STA 3+2J.fi4 (1].1.9.i' Rn\ ' i 1 2 . 3 4 ' S � I I i SCORNBENO COURT HE4DWALLO 6 1 SLOPED EN� l - . � j� INSTALL B SY T'PE \ I I: � II °A�� DRT R PRAP (12' �� ` I� ORAINAGE1EPSEMENT �EEP) PER NCTCOG / � - � _ �� . _ _ � SPECIFICATION 8D3.3 �� 1 . � . . ''. . � I i ' � --. Sn� -�� I� I MAINSE�NANCEAAGREEMENT E45EMEM ULTIMATE I " Ihl 1I m � � A-2 � I �cthtNd�IVL �'OGKf 'fl" lfr'U t00-YEAR I � f FLOODPUIN �60^ ��t, I,' _ . . -I_f'+ ��I I I' I I i / I ��/ r .,\ \\\ 1 � � .�\ . �� II I \ _-- /1 \�\ �\�,' � WL�' II \ �-_ h�ye°6� � � '., �� i� „ � ^ f � . � >es. �� . � � . �_ � � SrA 0�+2J.03 L4T C1- ��/ � '` - 50o J .` . �\ � 21 RCP � \ . ��} � �3y4• . >s' Q tAT 4G1 / . / � �F^J� � � /�- �AT �� FLOODPWN PAv Sin 3+5a.63 (23.ti' RT) �/�--y�y " � � _'� / � � SCORNBENO COURi STA 5+30.26 SD6= /�---_��_ � .� EASEMENt NSiALL 15' BEND _ -� STA 0+52.03 tAT 4C1= AV StA �+10 43 (0.44' lT) . - -- -- PAV STA 3+�B.JB (29.58" RT) TUCCENEN ORNE ExisriHc sa" so-o scaaNecNo couar i�vsrnu as eErvo ---- - SHOSNONI _DRIVE ___ we manz coHrvecr ro ir+�cr � I��" ��i-c - - . _ + ,. - - _ X-2fie2] Pnv Sin 3t80.5) (2].89' Rij � � � SCORNBENO COUR� TNSTALL - 1 SiD 10'�CURB INl£T S��A 5+ 92.33 SDV= C= JJ560 R= 10.65 E SWALE qA1= 10' WIDE E4RiHEN STA 0+0�.00 PRIVATE SWALE r12= ACCE55 RAMP AT MA% PAV STA J+3].38 (52.1p' LT) 15% SLOPE TUCCENEN � RNX4 NSiALL STD ' ' OROP INLET SiA 5+>0.2t SDa= Pnv STa )+38.25 (30.00' LT) 1UCCENEN DRIVE INSTPLL 45' BEND SD4 _ o+oa _oo z+oa �+oo a+oo s+ao e+oo ___ �+ 33 c+ 790 - _ ��Q _ N » , 790 785 e3 785 �� N „p ;,,.�;� ;a y" 785 780 . . . . . . . . . . . . exisrwc caouNo / �- F\ G �,�� . . . . . . � aiPE � � � PROPOSED GRADE � 7LQ . . . . � PIPE . . . %8O 7%rJ . . ioo �� PROPOSE� GRADE / ., � ' - II W3 � P�PE a. � ns i � ,00 rR �� -- i »s no EXISTING GRO�UN�D / --- --- - II i � � E /�--_ l t(6 LF 2)" RCP � O.l�i7 _ 8 251 LF 2]" RCP O 0.50;'. _�� [ ; n 770 �_ - - - - - - - _) ' � 770 765 Tc= 15.5 MIN . W� � O�ao= 3�.9 CFS ��=�6B.ZINI � � A�J B" SANI - Tc= 10.0 MIN o / Ow= 13.0 CFS p�m= 20.5 CGS Sr= D.68% p,,,,.= t2.¢ CFS V,,,,= 6.9 FPS 5�= 1.589. �0�765 vw= s., FPs 765 760 o ROCK RIPRAP m 10� YEAR PER PLAN / - T� 15.0 MIN �y. � Oiao= 26.9 CFS / / \ � �fij 3y /�/ 151 LF Pw= 29.6 CFS _ _s__ / ao•ecv s�=o.�s� /� 9.4 FPS 0�760 � - -(-�' <. .� o.'o� � , � o = i.� R _ � 760 755 i�` � o0 � a a 755 ,� ,� ,� ,� ,� ,� ,� ,� ,� ,� 755 750 LAT 4C 1 a+oo i+oo m�s� ar, N � �aQ�m � NG" N f N EXISTING GFOUND � viac PROPOSE� GRA�E � � PIPE 100 YR N( L `21"LRCP ry � o.a,x 2) LF 8� 21� RCP FL= 6.34 � S.J22 �I Tc= 15.0 MIN ��a,�= �.a cFs pr,..= f0.0 CFS r s,= o.zz� '? n �(,,,,= 4.6 FPS �.m � On = 1.1 R NOTES: i. ALl INLEfS ARE TO BE CAST IN PL4CE UNLE55 NOTEO OTHERWISE. 2. ALL RAOIUS PIPE JOINTS SHALL BE (O Fu��v caourco. co 0 � O H � Z � � W � � J S O O m Citt PROJECT N0. 10611J U FID: 30114-0200431-10fi11J-EOJfi85 %-28499 W-4019 MAPSCO N0. 18-Y � BENCHMARKS: C.�IIi.��r,�.�mv�.� Cltt OF FORT WORTH BENCHMARK N0. BJ1J2: LOCATE� ON WEST CLEBURNE ROAD 0.6 MILES SOl1TH OF COWM6l15 TRAIL AT SMALL CULVERT UNOER ihE ROAp AN� ]0' NORTH OF 90 DEGREE BEN� IN THE ROA� TO THE WEST IN TNE CEMER OF THE MEAOWALL, LEVEL WITM ASPHALT ROM, SET IN THE TOP 0� THE HEApWALL ELEV.= 836.265 BENCHMARK NO 9J1J0: LOCATE� ON OLD GFANBURY ROAD 0.2 OF A MILE SOUTH OF COLUMBUS TRAIL AT A CUIVERT UN�ER -- me Roro aN r�+e NOR_N eNo or n+e wesr _ 785- _ DATE REVISION BY 780 STORM PLAN & PROEILE � 5D4 & I,AT 4Cl 775 �uba��o I��11s YV�� no crry or eoirr woeTH 'fARRAN'f COU\'fY,'I'EXAS 7JJ- �� LJA En9i�varine. Ina. 6060 NorIM1 CenlrelErcpresvvay PM1one d68fi21.p]10 s�neaoo �allrs.Texas ]5206 FRN�F-13Bfi LJN PROJECT ID _ %6� apcv� o �� t340-0166 I � Aa J� \� I pATE: JULY 2025 �ry ��' � I OESIGN: FLOflES � � 136096a fy�¢ DRAWN: JENNINGS 755 �,.._�� s�"`a � o� �p HORZ: = 40' VERT: 1" = 4' FOA ar. SHEEf 7� __ 750 usE corvsrreurnorv. �F� OF 141 SHEETS o ron rx[ PURvos[s � %� 735 s 7i� a %Z5 'i %?� ryo� og %�� aa 705 CIBOLO HILLS PARKWAY INSTALL Si� 4'%4' �ROP INLET STA 4+34.]� lAT tOCi= STA 0+00.00 UT 1�C2 NSTALL 45' WYE CONNECTION� STA 0+62.31 UT tOCt= PAV STA 1+54.14 (15.50' LT) CIBOLO HILLS PARKWAV NSTALL 45' BEND PAV STA 1+38.fi4 (33.0�' LT) � CIBOLO MILLS PARKWAY �2 INSTALL - 1 RECESSED 10' CURB INLEf TC = ]35.J6 FL = J31.01 STA 0+8].3} �4T IOC1= PAV STn t+36.i1 K3}.00' Li) CIBOLO HILLS PAR WAY � cor�rvccr ro irv�cr LAT 10C1 STA O+t5.33 tAT 10C2= Z� RCP PAV STA 1+�1.02 (4.Bt' LT)\ �T tOC2 CIBOLO HILLS PARNWAY 21" RCP INSTALL 45' BEND srn a+za.3a u1 iacz= anv srn i+n.oz (azo' ar) \ \` CIBOLO HILLS PARKWAY \\\\ STALL ENp & PLUG \ 0' WIDE EARTHEN ACCE55 RnMP AT MA% 15% SLOPE �� - +oo-ve��. wsc�_>x�ar� .. \ L= 1 0]'� too-m u . a .. STORM WATER FACILItt MAIMENANCE AGREEMENT EASEMENT A�3 15' �RnINAGE FACILItt �T) FASEMENT STA 6+51.69 SD14= 0% � PAV STA 4+51.41 33.00' LT CIBOLO HILLS PARKWAT � � � + � \ CONNECT TO INLEf � _ _ _ PAV STA ef53.94 (33.00' LT) -f L-� -/ NIBOLOHILLS�PARNWAT � _� �- --� STALL - 1 ECESSE� 0' CURB INLEf i' ' TC = Ja}.95 FL = )39.20 �u y, \ srn s+szaz soio= f PAV SiA 4+33.9J (15.50' LT) -� CIBOLO HIllS PARKWAY NSTALL 45' BENO 21" RCP STA 0+00.00 SDB= PnV STA 3+ 69551 �(15.50' LT) C BOLO H LLS PARKWAY NsrA�� s sa ��,�o� aox 8" WL I CEMERLINE CURVE DATA I I C1�1 I 4'�3 54" I 3044 50' I 216 00' I N89'SaR 6••E I 2 5.96' I 23' PUBLIC DRAINACE EASEMENi SYn V+uu.u�u tAD��iVi STV 0+00.00 lAT 101 PA STA 2+t6.]] ( . CIBOLO HiLLS PnRKw� INSLALL 5' S0 JUNCT 5lNGKE�{' M4NHU£ l� I � `h �,.•.. PRtV�TE �VAL� �-� �. C 1� _� .,L .�ioo-m a* �. / ��- �FM� �. � � . ' \ ��\ �._` �. [�- f�� \ 8 55 M1 �Z'� SD10 4�" SEWER (ACI�tt �p0_ � 42" RCP FASEMENT A�� \ STA 3+46.61 SD10= N \�� • PAV STA 2+1J.19 (48.91' RT) 4]' DRAINAGE �\ CIBOLO HILLS PARKWAY i FACILfiY EASEMENT � INSTALL 60' BEN� 1 2R � ,�.� I EFFECTIVE FEMA FLOOOPLAIN � ' Mi�RR aBa39C00a5L wsa=�i�se�n \ �� I \ CH 21, 2019 ZONE AE INSTALL�B SY ttPE � STA 2+80.00 5�10= 'A" ORY RIPRAP (12 PAV STA 1+fit.23 (93.1t' R) Hry OEEP) PER NCTCOG CIBOLO HILLS PARKWAY SPECFCATON 8033A INSTALL 5' S4 JUNCTION BOX STA 2+0� 00 5�10 PAV STA 0+95 65 (125.SM1' RT) ULTIMATE 100-YE4R FLOO�PtAN CIBOLO NILLS PARKWAV F�OODPLAIN EASEMENT sU INSTALL 42° 4:1 SLOPED ENDED "�'°""" SD10 SD10 0+00 1+00 2+00 3+00 3+50 a+00 _� _ U 740 750 _ o i _ v�r g � _ +No3 -- `o�o .. N r inwai in�n¢ v:n % 5 %45 �¢ I Tc=19.1 MIN \ _ �\NNp O�ao= 6a.6 CFS Ou.=1)4.3 CFS 10� YR ULi WATER SURFACE ELEVATION ]21.31 E%ISTNG GROUND __-___s-__ _-_ ___-__ �_PIPE� . . . . . . . . / _ � _ V ROCK RIPRAP PER PLAN � I 1 � � +2 00� 12� � soun�meconan '.es �n�ca�� ae�s UNDER�ECROaDArvDT]OILNORHM afiMiLES 0 Oq n=o.o Wyr .o nna M-.�a°5 �o'vca^e ry.�05, 1�1 �.�- SEfONEiHE�TOPIL,LEVELWIWE5�T51NOFTHE�CEN Rax� A�'� Ca pa j �e �ea p�� EL ��I-I� a.'o n-�o OG THE HEADWALL ELEV.= 836,265 REE Siaian �1 I�.6� �a.58 ]2t�05 '356� I� n.oe I +oe�� BENCHMARK NO 811J0: �R PHALT ROAD, .a zz x3i I �w +5a 5+00 fi+00 _ �`o _ �� ti `�oa < �� PROPOSEO GiADE � PIPE � \ � /,a �?I 5�= 0.419. �1 I �,.= 16.9 FPS 73( 7'� o�=�sn Tc= 19.1 MIN Q�ro= 64.6 CFS 00 VR HGL � s,= o�dixc�s ' L�� l 2s � V,,,,= fi.) FPS �� 21" RCP %2� 735 a�p � 2.00= fi� 4=CP � 9.OfiR =ie.iuia i5au-_ � _�sa\ ioo va Hc� o+�o= s.s c�s � _. F a,..=zzs.ocis � 6 - Sr= 0.41% � i6" WL _ � 3p0� pn_ 20j23F� / FL- J32.89 ` � 730 � - - � 8" GAS . �yPtER / BO LF ^ TOP=)t'�]9 �� 1fi C2' RCP B•• SANI / � 0.10% � PROPOSEO GiADE FL=J26..5 7�1 �� PIPE y4 � P ni o09• ' � h� Tc= tJ.9 MIN c= t0.0 IIIN / / �^3 O�a= 5t.3 CFS /Oioo= 4.3 i',(5 �� p.�..=142.3CF5 Ow=>J.8 �'�FS n Si= 0.269. 5�= O.OJ2 71 O.720 Vv,.= 3.6 iP5 `Sw.= 2.3 1 PS � ,. � o� = i,s rr __ o� = o.a rr � �. !� -1'-00 750 745 745 740 740 735 735 730 730 725 %25 %20 6° TOP SOIL AND SEEOING "' REpUIRE�. PROPOSED ' �a GROUN� M'i} !�� iz:� �z� Mq� Mp i z' SECTION A-A NTS SLOPE= 2.009. Q'00= 66.6 crs ao (o.o3s)= scE rne�E (rws sHccr) ouu� (o.oso)= sEc rne�E (rws sHEcr) NOTES: i. �L INLElS ARE TO BE G45T IN PUCE UNLE55 NOTEO OTHERWISE. 2. ALL RA�IUS PIPE JOINTS SHALL BE FULLY GROIITED. I N � o zo ao eo � CIiY PROJECT N0. 10611J F1�: 30114-0240431-10611J-EO]fi85 X-28499 W-4019 MAPSCO N0. 18-Y � BENCHMARKS' C�Ilo..i.,,..v��i�n Cltt OF FORT WORTH BENCHMARK N0. 8)1]2: Tc= 10.1 MIN ' � O�oo= ].] CFS )� I DATE: JULV 2025 0�..= 2J.J CFS / / .f' GPS \ �- aNAF.: GOrvZQL'Z OESIGN: LLORES Sr= 0.12% � �,,�^ T( P=]18.�1 - -- - �..� z 3 \ ORA JEN GS I A LOCATED ON OLD GRANBURY ROAD 0.2 Oi A MILE V1T � OC � SOUiH OF COLUMBUS TRAIL AT A CULVERT UN�ER THE ROM ON ME NORTH ENO OF THE WEST 0+00 1i'JO _ Wnil rini= »'t '� II II 3v �cozo r o.'. �`� - - c`V.�v � /z� _ � �z %y� - _ -V S g� _ _ _ - - - +� � N DATE REVISION BY `"' G � � �� S'fORM PLAV & PROFILE v PRG 'OSED GRAOE N� \ � �/"'E SD10 & LAT lOCl � \ra 735 ,00 �R ,� �� nlb�� I-3[[n1Il� �b�V�� 730 �� a�v^ ecv CITY OF FORT WORTH 40 Lf � � 3.00% za" aw � TARRANT COUNTV, TFXAS � 1.48% � O16" WL �r-�yzs so 72� � WAEn9ineerin9.lnw �� c� 6060 NOM CenValExpresswaY PM1one d6B621.p]1� ^ � Tc=� l0A MIN Suile<00 EXISTING GROUND J = 3.4 LFS Oallas.Tercas ]52�6 FRN�F1386 � PIPE ��.:�.2�.L CFS �5�= 0.�5� WN PRWECT ID O^._ �BaFPs 720 � I�� Nt360-0166 ys.- J.6 FPS ��, 720 715 0� = o.� Fr ^„go . �r�n ^ 71S 710 ,� ,�,.,� 4 �,� ,. ,� ,. ,� %iS ��G" WN.SCnLENIN �/ VORZ: 1' = 40' �o�szo"�s Ci� ear: r = a, sHErr ron _ or. % `J 7,�Q usE corvsrreucnoN �F� OF tat SHEETS � � O � O � � H � Z m O I � W N O m U D 20 40 80 � �� 7.--� VATE SWALE 2A TO BE HYDROSEEDED ANO MAiNTAINED UNTIL l0� ESiABLISHED STORM WATER FAbIJtt MNNtENANCE PGREEMENi � / EASEMENi \� / A1 X Pnv Sin i+25-00 CLEnRCu�✓ON DRivE (55.00' RiJ END 6.1 SLOPE I CENTERLINE CURVE DATA I Gi Gav Sia J+fit t MATCN PROPoSED GROUN� DESERT CREEK I CV�/ C- T�1 RA�iUS LENGTH CHORD C-L I ORNE RIVATF SWAIF 'JA PAv STn t+38.}0 CLEARCnNvOu DRrvE (55-00' RT) i �II � �� I Gt 36'.�'i5" a90.00' 26i.t6' Si6'39'5a"E 258.08'I END SWA;E \ � BEGIN . SLOPE TO ROW I� I ��^ r ,BSa ��ii � f y� Si � , J� � '/ `iJ � < w �„ �i �� srn e+a�.s3 soz d �°3`� �; >eo _—„� — PAV STAa�OO O�k15.00' RT)LL 1P— Y F 3 — � R N 0 CLEARGNYON ORNE \ F ff. � �� , � _ �� . _ _ � �� NSiALL StD 5 XS DROP INLEf aW G _J� iHROAT J68.21 �`r , rP � --� t I �� C`�, /.� ,� - ,-_ � I ( r' / � � � mo�_ � � � � � ` � % . I � . . . . . . fi PS_ , �i� � / .� ~ � �.' —_ __ — � � � C�EAR ANYON DRNE � _ _ _ . .� ' ' ' \ � — — r \� \ . _..., �— _ _. ...�_ ' _.'._.'_ '_.'_. — � _ TI � �l J'p / � r_ � � 1 III . III / / / � I ' I I / / I 10 2 13 14 ,��: -, � � s 23' GUBLIC �EMENT �� / 8 - ��\ \. wy�J' ROW ROW \ "n � I 6 o=OSED Mqk � aa - 1 � 5 ,��r -� 1 � � r 1 � � - �;- I a � I � 15 � 1 fi I, .�.. I � GROLND - �,P�' I I I �2�112'. 6.. TOP SOIL , _.. ... � .. . ... _._ I ... . . .. 790 785 MqX AN� SEEOING �6� f REOUIRED. SECTION A-A "'s PRIVATE SWALE 2A o+ao i+oo z+oo 3+oa a+oa s+oo s+oo IG `„'� V o1 1 " C /- o o � ry � � ; � J �`�' v ,J i � 7� - �- i^ i^ ` ' I� '" " � ° ` w _ u � - �"_ � _ _ ;; � r �' ,', ,', �''� ;; ,', . � �_. � _ _ _ 4� r Y �1 � � 1. �c� � � �T��^ � �: o � �G�� / � � 780 ��, I R,� _ , � � _�� 775 ' � 770 � I I = 7a 65 I __ � e I � =�%s� � � x I � I o ^ 755 I °I _ _ _ u��., �—— __ — s�� i� � L�F :, j � �+os � I 1� J ZI � q a m w ��C � � � µ � �=!A/_ � ��'� ��w� SLJPI 1 � .-�"_� i � � ' Lr �� >1 a i ��n✓`a�✓ � oa rF H,;� i- a �F �. L r,a oF eovr� � � �. � � '� � � � ra ..�„��ati�� _�:' _�� =� _ � � _ .�/ f� �— - � ai� . � V —�.' � ��s mc c,oi Nc � wa e � \,. . / n �, M �r J �y� � v�_ � �� ` � �� i �� i btt GROJECi NO tO611J FiD- 30it4-020053t-i06til-E0�685 X-28099 - 019 MAPSCO NO 18-Y � IHENCHMARKS: �'�I��Piirw�ii�y �CIIY OF FORT WORTH BEN��INARK �0. 8�1�2- LOGTED ON WESi CLEBUF�� OAf] 0 6 MILES . . SOUTH OF COLUMB�S TRAIL A SMaLL CULVERT UNDER THE ROAD AND JO' NOk� OF 90 DEGREE I I 9END IN THE ROAD TO iHE WESi IN THE CENTER � � � '� Of ME NEADWA�L, LEVEL WITH ASPHALT ROAD. SEf iry THE TOP DF iHE EPDWHLL ELEV = 836 265 BENCHMPFK NO BJ1]0. OCaTED ON OLO GflANeURY ROAD 02 OF A MILE SOUTH OG COLUUBUS *Rni� ni q Cu�vERi urvDER TMc ao;� or� rHc r��arH ENo oF rHE wEsr 790� DaiE RENSiON Bv 785 SWALE YLAN & YROFILE PRIVATE SN'ALE 2A %80 '�.11�i9i�ID 1�➢�i� yv�51k 77v CITY OF FORT WORTH TARRANT CO[1NTY, TEXAS 770 ��WA 6glnwriny, lne. aoaorvonncam�eiE�y�e:swey Pno�e<rassioiio s�eeaoo oanaz_re,es �ssoe FRrv.F-isae 765 P�o�o ��,.c o� r ��Nr3aoaocse� ��9 � DAiE JULY 2�25 oF. ��AiArvnF� GOrvZALEZ DESIGN: ROP6 9��6� }� DRAWN: JENNINGS 760 "�� SCPLE �✓,��y HORZ: 1" = 40' ��25xo� a(Jp VERT: 1• _ q• SHEEf 755 �`�pcoNs.a�u�oN. o °F oF ,a gsHEErs � � O � O � z � z m � I H � N J S 0 � 0 20 40 80 �__ � CEMERLINE CURVE DATA vr:r vavPsra�+si+op� \ CVa DELTA RADIUS LENGTH CHORD C-L PC PAV STA 1+}038 C2 23"36'38" 500�' 20fi3' N40'a42�"W 2049' \ C3 23't]'t5" 50.00' 20.32' rva0'33'a5'W 20 te' N CaA1 2T24'45" 948.00' 453.56' I N66'16'08"W 949 24' �. _--- -=�A�-_w _� w_w_w—w _ _— _ __ � / � w m SHOSHONI DRNE W � o / � o — — . -no+_ ,` _ w _- m �� I t9�� _�'v N —� " m � ! � W 4 � -�� \ __ ' ' // � � _ -- __ _ - - _ - 5 _ - - _'_ � � -� \\\\\\ PR��A,E �q� aA, ro aE A _�/�� ' / \ HVDROSEEDED D M/+iNiuNED / \ UNiIL �09. ESiP8LI5HED �9S BPo S�TV ��85'B+ qR01AT5HO5HUIJf UkIVE �52.dI1' ENo swn�E �# 81S 810 3� " soo -% 7B5 � 790 o g%8.5 08 780 ____ fi+�0 ________ 5+00 _ � �a �i �, , � , o, rF � � etisli� ci z �oPe= lec ��oo�(o-0�R 5 �yY !p-o�m SL�V�= 6 �;�� : Dunx 0 0 0 � O�ay t5' PUBLIC DRAINAGE EASEMENi 35' STORFI WATER FACiIJI" PAV SiA J+3JP1�1 NiENPNCE ��R"NE�I "JC�ENEN DRIVE EASEMENi aEGiN SWALE W W —w._ ROW ROW E%ISTiNG NI � GROU D �1 � � I vROP�Mq d^� GROUND 2 �}1�Z-� n 6" i0P SOIL 'U4k I MP °� AND SEEDING �6� REQUIREO 220' SFCTION A-A s is' wnrea Fnau*r � enseMeNr 23 DRAINPGE fApLltt ./ . . � EASEMENT � ,TE SWALE 4A - TE SWALE 4A2= 52.10 LT) DROP INLET � q op PRIVATE SWALE 4A1 z pp , ao o� - - - - - - - - - - - - - ^ , w �� 1 � � � � � L�� _,..,, ��e -h �� M "�-�-�� \ \\ :�c o ce�1�� o' � . '^�_so� -�V � ' � / r ro r annK � °^° '�� •; r��-R�w� �,,I�\\ \ ' �� R I� P �o�� 1 7 :�Y L � � , - � �o \ <F � \ � � '� � ��„� ., � iob�rv�2-- _ , � i �0' � \ I � �td !g� �� c � 'i'I� �� --- -------- ----- --` �� q '/6(1 I �,�� '� _ �, � � -a oi � I�<T�� 2 •S � �e �r� �I< \ � 7a � I x/;�� (,'?� �� I � �� o� � �J � � ' _ 2. 2 FP�yq �7� I � I � I � �yI � - � SN�I0 t= a_SK - � SCOfrE= ' �7,' � )_II 2 3 Ff'S �{� ✓ nn�c ��nq vi�n ln a�•! ` _ JO 3 ��5 ��r+ DIn� (0 05�) 0 45 ` D� �0� �0 - 0 q2 , T , I `a� JI .lI J �J �� „ � �! �! LL� Citt GROJECi NO 10611J FiD_ 30114-0200431-1O611J-EOJ6B5 x-28a99 -4019 MAPSCO NO 18-Y � BENCHMARKS' �'11pi1p'�'x°"0'�L Cltt OF FORi WORI�I ��.� V0. 8I1)2. LOCATED ON WESr �I - fl 0.6 MiLES SOUTH OF COLU�IBJS -3R�I. �� =.MPLL WLVERT UNOER THE ROA� AN� �0' ��RTN Of 90 OEGREE BEND iN iHE ROAD i0 iHE wESi iN iHE CENiER OF THE HEPDWPLL, LEVEL WITH PSPHPLT ROAD, SEi IN THE TOP OF iHE HEADWALL ELEV= 636265 BENCNMnRK NO B�t]0. LOUTED ON OLD GRANBURY ROAD 0 2 OF q MiLE sourH oF cawmaus 1aai� n1 n cu�vear umoea iHE RO'D ON THE`NORTH EN� OF THE WEST %�� DniE RENSiON Bv 790 SWALE PLAN & PROFILE PRIVATE SWALE 4AI 785 �ll1b111ID �[➢111� �V��lk 780 CITY OF FORT WORTH TARR4NT CO[1NTY, TEXAS 779 �.�.,�,,,..��. ��. LJI� fi0fi0 No�M1 Centre Enyresswey PAone 469fi110]10 Sui�eA00 �allas,Teras ]5106 FRN�F�1J8fi uN vRo�ccr io 77� vvcv�ta[o � � t340-0166 DAiE: JULY 2025 ��- '^�� DESIGN: RORES ��=W ORAWN: JENNINGS 765 s�`� —� o� �°� �oRz ,� _<a� VERT: 1' SHEEf %60 VSE�pcOrvSiwrRiory a` oF OF 141o5HEEi5 � � O O � � H O m O H � W � J O J U o �o 0o ao �—_ -V� � 800 795 3� �� as : 780 � 775 o g� 7%� 0 765 I CEMERLINE CURVE DATA I ICVj/ DELTA RADiUS LENGiH CHORD . I I I C4 8'}3'32" Si210' )650' S40"48'OS'W 643' I pAV SiA 1130PO4 (52.IIJALT)aA I CS 5'10'03" a0190' 36 )9' S42'29'S2'W 56 %5' I iUCCENEN DRIVE BEGIN �SWA�LE PC PAV SiA 1+36 J9 av Sia 0+_S5 � PT PAV STA 2+13.29 SiA 3+4J 66 PRIVATE SWALE 4A2= PRIVHTE SWALE 4A2 10 6E � SiA G+qb 11 VHIVAI[ SWAL[ SAL �Y DROSEEDED AND MAINTAINED Pav STa 3+92.80 iUCCENEN DRIVE (52.i0' Li)\ UNTIL �09. ES�ABIJSHED - — . — ]9= /�� . �� __.�� ---J��'a_-.' � � _ _- _ � __� �—��5 - _.I_-�-� '_ � � _ � '- -� � IVATE SW _-_ - 1�_ . - . E�A2 _-_"__'" � _-__-i- _ _ JS' SioRM wATER FACILItt -_ - - - �� _------- " - -'__ _ _ _ -- � MAIMEWINCE AGREEMENi -- �"-� . � - I EASEMENT ---� -� � q'2 _ � —� �.�� _ _ TUCC�NEt� d� _— '___ � �_•- -.—_ �_-__• _ -�' i �2�VE J"�� _______-.-- . - �-� __. i� , '� .._. - - -- ,r _ _ A - i � ti � � � SGORUBI CO R 1HORN�PftiNGS � N� PRIVATE SWALE 4A2 3+0� 2+00 1+00 j� � / =/' � _ � � � � � c:is.rE Sv All s L - O- / AWx-(B I \ _ � �STa 5a92.33 YN°= S A Ui1V.11 i ui� SWALE aA STA 0+00.00 PRIVATE SWALE 4A2 PHv SfA )+S)3B (52t0' Li) NCCENEN DRIVE NSTALL STD 4'%�' DFOP INLEi 0+00 { � vC �� G` 1S _J��., :�� a= ��- � a `� A'�' `� �� N\� //�t� i -, � / � � i 101 M �"G O " IiEi / \ � e1 rd��inNc /� / / -no ra Hc. i � / Zas�_-, �_. _ __-- -�.J�oiF'2� � +0.8I% - 1 � - l � 0 � -__ 93 LF lb �-OS39, o spn� � �(�. ,� SLO�E� 053% I . is�/i/�r/. ✓. s•��035)-�.9 I�Mn ( .050)= .56 � �I ,:) '� � r`` � � I � � �� y I � 1�� z�n�i1 � � \ II \ I£� al f � I � � 8 \�.. ROW Row �1 � � I PROVOSED Mq} GROUND = �P�' �Z> >�� 6" TOP SOiL '�k MP � AND SEE�iNG �6� REQUIRED 2sa� SFCTION A-A i5 Citt GROJECi NO 10611J FD_ 30114 0200431-1O61lJ-EOJ6B5 x a8a99 019 MAPSCO NO 18 Y � BENCHMARKS' �'11pi1p'�'x°"0'�L Cltt OF FORi WORI�I ��.� V0. 8I1)2. LOCATED ON WESr � - fl 0.6 MiLES SOUTH OF COLU�IBJS -3R�I. �� =.MPLL WLVERT UNOER THE ROA� AN� �0' ��RTN Of 90 OEGREE BEND iN iHE ROAD i0 iHE wESi iN iHE CENiER OF THE HEPDWPLL, LEVEL WITH PSPHPLT ROAD, SEi IN THE TOP OF iHE HEADWALL ELEV= 636265 BENCNMnRK NO B�t]0. LOUTED ON OLD GRANBURY ROAD 0 2 OF q MiLE sourH oF cawmaus 1aai� n1 n cu�vear umoea iHE RO'D ON THE`NORTH EN� OF THE WEST 800� DniE RENSiON Bv 795 SWALE PLAN & PROFILE PRiVATE SWALE 4A2 790 �ll1b111� �[1�1� �V��lk �y� CITY OF FORT WORTH TARR.4NT CO[1NTY, TEXAS 780 LJI��n.nina �ne. �A fi0fi0 No�M1 CentreiEnyresswey PAone 469fi110]10 SuiteA00 �allas,Teras ]5106 FRN�F�1J8fi uN vRo�ccr io 775 vvcv�ta[o � � t340-0166 DAiE: JULY 2025 ��- '^�� DESIGN: RORES ��=W ORAWN: JENNINGS —770 y�/ SCALE �otie5zo� �p HORZ: 1' = 40' VERT: 1' _ ' SHEEf 765 OSe��co�.s.wc.�oH � o` oF ,a8i sHeers � O O � � H � m O � � J S O m U I N N 0 20 a0 80 —� ULTIMATE 100-YEAR FLOOOPtAIN r�000auw EPSEMEM � __ EFFECTIVE fEMA FLOOOPLAIN FIRM 4B439C0045L TARRANT COUNtt, MARCH 21, 2019 ZONE AE 750 745 7�40 a 735 -% 730 �o� og %2� oa 715 5tA 0+6�.50 LAT �082= aav srn i+ts�ae�(n.00p�i)'un= aeo�o w��s aaaKwnv IN5lALL STp 4'Xa' DROP INLE! 4�AV SIA 2�'13.UL (;IBOLv NfC��PARKWAY (]].00' lT) BEGIN SWALE 15' STORM DRNNAGET PT PAV STA 4+5] �P FlSEMENi \ \ � �� — `�\ �' i _ .�� j. � � i 'u i \ / / � I \ � � I � b � i i � � � _ ��-�-�T'� __ ---- � I CENTERLINE CURVE DATA PRIVATE SWALE tOB TO BE I C� I B'46 59" I 2983 00' I 45� 28' I 589'StRi]"E I 456.83' HYDROSEE�ED AND MAINTAINED UNTI� J09. ESTABLISHE� 35�STORM WATER FA(,1LfiY �//(V SIA '1ip58.(lYf L'P4fbL� HIL� V�WAV (JJ.00' lT) �iErvnrvCE nCREEMErvT EASEMENT END SWALE A3 � � �_ - \\ >SG � I \ � 1 � 33 I �3� I 0 _ _ _ - .-- -- -�� ,3�� / ��-��.y--`- --- -. ' � -�--•�- _. .(_ . / __ . . _' - � _ __ I � � _ ------ � - - OLO HILLS PnR AY � I, � �-- �� ' _ -�—_+ �i - - , / �—�I---� �_ . � -� ... . � _ � -4� - I ��_ __ _ J} I�_ _ _�� 'R� _ �__A�_ — _ \\\\ I \\\y' - �-,_ A _- -- I � � — ` i 23' STORN DFAINAGE � ��,��RM I �� o EASEMENi 5 St0 ��+ANAGE - EASEMENT - � � �'= ROW PROPOSED � �a I GROUND - 0.�P �: �2.�112'. 6" TOP SOIL A�qX Mp AND SEEOING � REQI11RE0. 16' ��o' SECTION B-B NTS PRIVATE SWALE 10B 0+00 �+00 2+00 3+00 4+00 5+00 6+00 ]+00 8+00 N o� Y 740 750 � n > s - - 03 an / '�a -� 735 745 � � i +�� -� �„�/ m LT i0P OF BANK �\ � �� RT TOP Of BnNK I/ I J3O J4O � / / _ � � / � sLOPE TC °°��R — � MAOMQB�;r<, 3,. � , 725 735 _ � � /� ia �r �ioo va Hc� � / / Q� +osa� � �a /��j �z 6aR aaoaosEo canoc o / � � SWALE aanansEo� s'�,� 720 739-�� Ec m ccNrER /, �� ---------�-�--� EG � CENTER a �/ . A 715 725,-��- ' / SLOPE= 2.64% � � 01D0= 9.10 crs � B" SANI V100 (0.035)= 2.15 FPS '- a n F�_�3� �,i5 DMu (0.050)= 0.60' 710 720 e" cns TOP=J19.00 I � CIiY PROJECT NO. tO611J F1�: 30114-02a�431-10611J-EO]fi85 X-28499 W-4019 MAPSCO N0. 18-Y � BENCHMARKS' C�II�,.�i.,,��„n„i Cltt OF FORT WORTH BENCHMARK N0. 8)1]2: LOCATE� ON WEST CLEBURNE ROAD d.fi MILES SOUTH OF COLUMBUS iRAiL AT SMALL CULVERT UNOER TNE ROn� AND ]0' NORTH OF 90 OEGREE BEN� IN TME ROAD TO TME WEST IN THE CENTER OF TME MEA�WALL, LEVEL WITH ASPHALT ROAD, SEi iN iHE TOP OF THE EADWALL ELEV.= 836,265 BENCHMARK NO 9]1J0: LOCATEO ON OLD CFANBURY ROAD 0.2 Oi A MILE S�UTH OF COLUM6U5 TFAIL AT A CULVERT UN�ER THE ROfD ON iHE NORTH ENO OF THE WEST NFenWqi ri[v= »'t '� 760� DATE REVISION BY 755 SWALE YLM� & YROFILE PRIV9TE SWALE 10B 750 �ulb�� I-3[[n1Il� �b�V�� 7�_ CITY OF FORT WORTH TARRANTCOUNTV,TFXAS 740 ��WA Env�neerin9. Ine. 6060 NOM CenValExpresswaY PM1one d6B621.p]1� Suile <00 Oallas.Tercas ]52�6 FRN�F1396 WN PRQIECT ID 735 � � ±��. Nt360-0166 OATE: JULV 2025 �TM � E��L��G°O�rvZa(LE OESIGN: LLORES �+� ( o ,� ORAWN: JENNINCS �730 / ��"�-�./ scue �o�s o�s C%� �aaz: i' _ ao' cRr: i' SHEEf FOX or. Q � 7•15 usE corvsrreucnoN �F� OF tat SNEETS � O � O � � H Z O Z m O i � 3 N O J m � m�a og — �T a 9A2 0+00 �T 1 O B2 i+oo a+oo �T 1 0C2 i+oo �= n o �^�AP � ,I r � � � Y�'1 ' ' � � f � ?F� CY�, �,' � �l � � � � �. � ^ �� - o � �a �,`. a�r�� r 770 =�� 770 750 �� m� � ��" 750 745 � 745 i �;f$ �" c �✓� Q a�`�' � � �!! o m�a N� ��, �,„ � �;, : a �o � � Ut" L L�c° G�-� _<'� 0 6m 6y 6� z �ss ,� � � „ �ss �as �, � �'� G� �as �ao ,� �„ w � �ao 0 � - z i i i i m / '/ � o p OFJ 'S\D =PR DF` T',�` 760 760 740 �/�'� ` 740 735 =wa�E�� / 735 � PfOPJSED ;RtJE ' �S:�J ! ��--` � i�, � � U�(�E n,�ti� � �a .�.� a�� ,. -, � w � � � �o,� �i �—i=��«�� 755 �_>��,., � ,�.,� I 755 735 � 735 730 ��,1,� � V -�a.�a�� 730 � \!' I �I' / � _ �V/� ��- ! �'�� 750 �" °-�- �� o � � � -��o re Hc. � �,cF 750 730 (-i�; 730 725 72'J m 02 LF H CiiY GROJECi NO 10611J U � � FiD_ 3�ita-0200431-1O611J-EOJ6B5 1r �� a g � x-a8a99 ~ 6' S �-�`0 I �i�=4. iL_ �� W-019 � �w=z>> <Fs� _ t n+nasco No ia-v �, �_ � _ � 745 - ."v �, 745 725 �'` ��'""��""�� . - . ' -- � � . ,� __ ,� � � F. �25 �zo �- _ � �2d ] p� ��F �� _ �s r� FI=�'1.7-56 \ � C II d: y0 . \ 0'i - 3Y Pi � \�\ c� ��C GI �L�/D i o � � BENCHMARKS Cltt OF FORi ORI V0. 8I1)2. � p S� LOCATED ON WESr � - fl 0.6 MILES 740 �� 740 720 ��_� 720 715 � �_ 7�g sourN or cow�ne�sr-'ani�-��Mu� cuivErer �� I� — �r IC ; - 1� — — umoea 1HE eono nNo �o' �or1N or eo oecaee ^ ^ �- —"� ^ BEND iN iHE ROnD i0 iHE T ESt iN iHE CENTER ---------_� J ---- L f � � ' OFr H�ETHEADWA L, LEVEL W H PSPHPLT ROAD, v - � i LL ELEV = BJ6 265 --- � �� tt � ` BENOrvMnRK NO BJt]0. 735 �� 735 715 ��-' LL 715 710 LL LL == S________ �1� �ocnreo oN o�o cwweuar aon� oz oF n Mi� -------------------- -- LAT 1 1 B 1 LAT 1 1 C 1 s�°�" �` `�`°�a°� ,�"" ", "`°`�� °"�� iNE RO'D ON THE NORTH EN� OF THE WEST 0� 0+00 1+C 00 O+DO �irv- ��n�z p G� l �{�� — — � �. � � 1`�', — — 785 �`'�— � 785 780 `• � 760� 7f� S� �J� 7� — — s'-� � ado � �� DniE REvi5i0N Bv 760 „�, �, � 760 755 „„ ; 6 755 STORM LATERAL PROFILES � � � LAT 9A2, 10B2, lOC2, � I1B1, & 11C1 cr�P<s� �en�e 755 II 755 750 , -".-- 750 . � i re�o� c0. ci no u o rre Ha �•� � �lllW�d� ll 1LllJLIlS W`Y �� e -�'� �--� ,� � 750 ' ' �' "." �' „"°� �� 750 745 �I 74C F oC rF H:� � �� y� CITY OF FORT WORTH I IWF -' TARR.4NT CO[1NTY, TEXAS �� e�s�vcc�hwo 745 - I I 745 740 "� P��E 740 e�n ic c�ui o <I I �I�I^�Ra �^^� �� I'E \ I ti � 6060No� CenVel v swey PM1one d696210]10 M` p �, `_ ,� Sui�e000 T�=TCMIJ � IIiL=IA132 y(R�= l� �-� DaIla4Texes]6206 FRN-F13B6 oocuu[M � S� o � s I = i�� s 735 0 ��n aao�ecr io 740 � ' '� 740 735 �. F> „,E>,aEo -_ `f .F �F� Ni}q0-Ol6fi � u i - .� i IrNoot *�� a FI :�ixoxm + � DniE. JULv 2025 i � °� rvAr��PNAE�.�......f! _ �' / E DESI�N. RORES � -� �°t� %JJ� DFAW . ROPES 735 '}� � _^ 735 730 ' ^ � 730 l� "s�o'N'S�'-"" W scA� _ � � � �;`zs � Hoaz _ Qo, VERT I" �- , - - foR oi. SHEEi ' VS 730 S� � S 730 725 LL� S 725 °" oo�.a��.�o� °` oF ,a, sHeers � N � 0 20 40 80 4' � 8 r �� os �.Y$ — � sw �—F'-G� �4 �` � d. a � _ , < I ,so�y,�, \ \�� `; .6 �, pRaw Gt BOIti lo s t.-I x SEut LO L NE cAur ory CONiRACiOR SHALL FELD VER FY THE LOCAiON AND ELEvaiON OF PLL ExSiNC UiLTES AND NOTFY THE ENG NEER OF RECOFO Of ANY D SCREPANC ES CONiRPCiOR SHALL BE RESPONSIBLE FOR PROiECiING 200' IJFi COMPRESSOR BUILDING EXiSiING UiIIJiIES AND COORDiNAiING UiIIJtt SEiBACK FOR GROiECiED USE. RE�Ocnii0N5 wrvERE NEEDED PUBLiC BUiLDiNG, OR HaBrtaBLE SrFUCTURE REFER TO SHEEf 49 FOR DIVISION 01-GENERAL REOUIREMENIS. REFER TO SHEEfS 50 FOR CRA�ING GENERAL CONS1RUCl10N NOTES. NOiE- iHE CONTRACTOR SHALL CONTACi iHE FOLLOWiNG Ai LEAST 48 HOURS GRIOR TO EXG4VATING IN iH15 AREA- fORi wORiH wnTER DEPnRiMEM 8iI-.}92-8296 AiM05 GPS 1-800-460-3030 ENERGY TRANSFER GAS 1-8]]-404-2J30 T%U ELECiRIC 1-800-242-9113 iORT WORiH TRPNSPORTATION/PUBLIC WORKS 81�-392-8100 fOR ALL OTHER FAGLITIES WWWTEWS811 ORG OR 1-SOD-5Q5-600.5 1TANALLNCGORii0N5rOF PROGOSED REiAINING WALLS iNCLUDiNG FOUNDaii0N5, FOOTiNGS, EiC- SNnLL NOi EXTEND INTO THE RIGHi-Of-WAY. 2 iHE MA NTENANCE Of RETAIN NG WALLS SHALL BE THE RESPONSIBIIJtt OF iHE PROGERIY OWNER ON WHICH HEANENANNL WALL 5 LOGiED 3 REi G WA LS GREATER iHAN 15 N HE GHT REQU RE SEPARAiE BULD NG PERM TS- REiA N NC WALLS GREATER iHaN 2a N HEGNT REQURE PUwS SCNED nniD SEPLED BY A LICENSED STAiE OF iEXAS SiRUCiUFPL OR GEOTECHNICPL ENGINEEF a see sHee1 ias Foa nvicn� aErniNiNc wn� oerni�s AND SOEYARD GRAONG WTH WALL DEiAL 5_ SEE SHEET 135 FOR ttGCAL GCDNG CROSS SECiON DEiA L N'OiES. ttPCaL PnD SZES nRE 40' K 80' UNLE55 DUEN50NED OTHERW SE 2- f1Ni5H ROOF ELEVATION (FF) IS ASSUTAED TO BE 0.8' ABOVE NiSHED PAD (FP)_ J fF ELEVAiION SHALL BE A MINIMUM OF 2' ABOVE iHE ULTiMAiE 100-YEAR FLOODPUiN ELEVATION 4 MAXIMUM EXPOSED BEAM EB SHALL BE 2 0' AS MEASURED FROIA FlNISH FLOOR (F� ` ) 5 FlNISHED PA� MUSi BE 0 3' ABOVE THE HIGHEST GOINT ON ttve n �ors 6 DROP GARAGES ARE ALLOWED UP TO A MA%IMUM OF 1 0' J ALL DR VEWAYS ARE i0 BE PIALED ON iHE H GH 5 DE OF iHE LOi UNLE55 OiHERw SE SNOwN. 8- ALL WOFK SHPLL BE PEftfORMED ACCOFD NG TO GEOTECHN CPL FEPORT W250053 PEFfOFMIED BY UES DATED MARCH 3 2025 /I �� I I I'jll � �li I�II I, I I �� ^� ^ I I� �� M, Sos �� ' b_`R ULT WSEL=1.14.42' I J '� r I II I � I, d 11181 E�z�Jl9' I II iJ� �' I .'I,/ . tl � i 225' BUILDING SEf ��K I FOR PROTECTEO USE r J I& PUBLIC BIIILDING STRUCTURE �. � /� mw � � � � ' I� CHAPEL HILL (PAO G) I � I GC// D21fi0B0)J4 O.P.R.T.CT. 12:' BUILDING SE . FOR HABRABLE STRUC Q,YR �� E`s' Ij �8 ^ .,.il ISANITARY ISIEWERI . I En�MErvT n ,. I I I I I�I I I I� I I�ie Y � � VSFl`� II � I � / � I � , ,, _ ��; i , , I��,� � I �' I I � � I��,� f - � �� ! � /' � %/////// — 'UBLIC DRAINAGE NENT �� = T � ;Baa l \k� M�u�T wSEt-]'lmm��ourvoam o _ J80 � �� '85� LEGEND a_ 52.i SPOi ELEVAiION � �, FP FINISHED GFD ELEVAiION (p ' iC i0P OF CURB � �� uLr WSEi-»6}�RIVAiE SWALE 2A GUW & PROFlLE SHEEi ]9 FOR SECiION nniD CALCULAiION / RVR ��r wsE�=»s.ss^ ico-ry VLT wsEL=�n_5/ � .// EG EXISiING GROUND I MFFE MINIlAUM fINISHED FLOOR ELEVATION � � —� FLOW ARROW � H �� ExiSiiNG SiORM DRUN MiEM z EB ExPOSED BEnM � DG DROP GARAGE z �� VPLLEY GUTfER [p � PROPOSED FETAINING WPLL � �ss PROGOSED GROUND ELEVAiION AT �� i0P / BOiTOM OF WALL I PROPOSED GROUND ELEvniiON ni ~ '/ x EBBB END OF WALL W �INDiGTES SIDE OF LOi WHERE � DRNEWAY MUST BE LOGTE� � � E%ISTING GRADE J / 0 exirnNc cRn�e nr roc oF wAu = � . E�� E%ISiING GRADE Ai � BOTfOM OF WALL J / n btt GROJECi NO 10611J m / FID_ 30114-0200431-1O611J-EOJ6B5 U x-a8a99 - 019 MAPSCO NO 18-Y � � BENCHMARKS � II CTv OF FORi ORI : Y�A . 0. 8I1)2. LOCATED ON WES ' 0.6 MILES SOUTH OF COLU BJ .- L WLVERT UN�ER THE ROA� AN 0 ��f'TN Of 90 �EGREE BEND N iHE RO D i0 i E ESi i E CENTER OF THE HEADW LL LEVEL H S L ROAD, SEi IN THE TOP 5 OF iHE EADWALL ELEV= 636265 BENCNMnRK NO B�t]0. OUTED ON OLD GRANBURY ROAD 0 2 OF A MILE sourH oF cawmaus 1aai� n1 n cu�vear urvoea iHE RO'D ON THE NORTH EN� OF THE WEST �+ rirv- ��in�r RENSiON Bv GRADING PLAN � , , ,00 .a ��..sE� ,a,,. _ ��i� ��1� �v�� U y� N . - = n� �9U— ev 3 : � - \ �3�� r f �\_� 3 tl ESERT CREEK DRIV-�_ �'... CITYOFFORTWORTH i 1I i ` — �� — _ —� I � i,� �7C} �3 � _�� _�� 7 -�e +� =�e .�s i =� oo - 2s r -7R .5� . i= s „c=� a � [ N , TARR.4NT COUNTY. TEXAS i � � � �a.z _ s '.a9a� W n n N I D lo �� B�2 � J4 �. '6.3 I8� 81.2 83.0 BJ.2 ��5 �l•' : WA �MN�IIY.1110. �� I'� ' � � —,-S�t,� 5, �, E,�, �; IEe, s � g�� f 8a f � f � ;�� f .� . 'e m� �; �; � [✓A �1 ,f� � � N fi0fi0No�M1Centre Em�esswey PAone 469fi110]10 II IIL .�� i � * Sui�eA00 I 1 ��, � � - � � W �' - - _�o�a`n B � � g - Z �ellas,Teres ]5106 FRN�F�198fi � �\ `I u� ) _ �{ aB e \`\ 11 �"' 1 �'I � 2 P'I 'I�� 3 �I i 4 5 I �� I, n J I WN PROJECT I� I I = � iJ40-0166 �� i �� i � I i Y1 c� � � X I I - DAiE: JULY 2025 �� 1T� r F II FP= � FP= � FP= .-p— Pp= FP= I FP= FP= FP— I;m H o.. �.1' " ' _ 11A1 �� s .I 776 9 � ��. 779.4.��. 781.8. �, �, . �3.8 . 784.8 786.0 787.3 788.5 789.3. � Q * ' " � oEsicH: �uxoeeac I'I '(ttPE B) N(n'PE B) �(1YPE B)r� w � ^\ �i� � %� � ` 111 � t � w �,�.{ttPE B) ��ttPE B) -{ttPE B) ,'.�PE B) .�(ttPE B) w(ttPE B) m .9 m �R � \' � � I I Iql]a �, .F 5�1 . ii��IT \��y]4�B/60� d�� 56B�81�H��J6�9�� B8e8 �N� � I �04/ B6 � 4' J6�5`l/15 3_C�T a ��_� �-��,�—�II��—„-s �1'��a`e �� V wI P�-��;�� MATCHLINE SEE SHEET 89 �li' I nw WIIWu 1111 �I t g�� oanwN. �urmu�� SGLE � HORZ: = 40' � VERT: N/A SHEEf pwrvsiwtiiorva`oF OF 141u5HEEi5 � ErrEcnvE rEn+n a000vuiN FIRM 4839COOa5L TARRANi COUNtt, MnRCN 2i, 20i9 ZONE /+E N � �i � I I ' �I P I �!— "��; — — � � II ', f rr �� A�` ;m �so �s��CHLINE SEE SH�— \'��_ — s>�_'>s9 _-- m - PE-e' _-bs'�� m m•' ' �-�� `\_� �— 89 �_ � �e� F — \ \�, I� -'sFP ` m�� \� 7� >>s' s�oRM oanirvncE� >sa- 761 g 3z Y � ��\��35' SANiiARY SEWER EASEMENT °P rvwr+v A —� - B (ttPE B) �� . � ratrurur� STORM WATER FACILITY— N eou ~�e +�'�O I5� 9�828 \ �I I ■ �00- ULi WSEL=J2'.11' / U /� i ULTiMAiE t00-vRJ FLOODPLaiN 0 20 a0 80 FLOODPIAIN i_— EASEMENT �� _ 5 0 gRqs � / li IygEL�) 1 ,( J' / � � . i \ � 5n ' 951u \ \ —�AYR Y WSEL=]21.3i' � o-nse�eN� � � � � � £ �.. ..' . �... � /- - � - -� MNNTENANCE �� , ?607- ��Ts�� "�� `w �.'° - � AGREEMENT � � �� --nse 5 - . — ' m 'BSfi.? - i-- L N "a � EASEMENT SEE PaNnTE SwnLE lOB PIAN & PROFlLE _-�g �= __..�c F IA-3 SHEEf 82 FOR SECiION AN� Cl.LCUL4TIONS � � � � � 759.5 33 a . � I� \ __-_ - - ` �iYPE B% �H u S�f � - -- - --_ <-- _ _ � ( � — -� -�P� �� 1 `'� __ _�� 5K35��:>: r�� —µs- — 509 V � C8 3 i =i:�4ai. i Iv ]Jo.�] � �I �� ,t.d, � T 1 48 -� � �� =ias:iG' iu=�a� n'r �r m✓,l, Hi��s�PnRKwnv ra-�n,+.1ti �==5, � --- —�—�"--�-- -■� rJ �5z --"c� �''_ — -_ - ---= _ 2_,5a� - ]48 - - - � - - _.__ _ _ � (n -]45- �� _ _ _ - _'- � - _ -" - w �]a3 -r __ - " _ _ ��f -__ Lr� _ - >I�'�.�yJ-]IO .- -. - � ' ^'- ,_ _ -- � � W � - �/% -J38- _ _ �__- �.. __�� _ �- � W -)35- �. _ - _ - _ j . - _.. ' - ._ - � � Z ]33 � >�o � , _ _ _�3° � L� J �ao � ' /� ,'� / � �� / - / / / / �� \�_ l�^� \ y�` / / � -�� / �� I\ � >ZS � I r\� �� / i � � �%\ / / � I \� �i /� - � � � � � 40' SPNITARY S�W-� � �� / i -rR u�i wsEu�i'wso�=�ic <5 II � � EPSEMENT � / \ /- � � i �� / i i o-ra ��r wsE�=�i � 1 / / �� / ss, / F i i .---- � � � � ioo-vre VL* wsEL=�isas � ¢� � � � � � � / "� � / / % \ � � / � I � mo-ra o�, wsc�-, �oaFL000cwiN �E I � � � �� / � F�000vuiN � � i G' � cnscucN. I � � / �/ / �� & � �_� ___' �/ � i--� , o. g eFFecnve Femn F�000e�niN ' FlRM a839C0aa5L iARRANi COUNtt, ? ( o�l � MPRCH 21, 2019 ZONE AE i "'o �� - ------- �--------- ----�I-�'�--�� ^ p _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ R EFFECiNE FEMA FLOODGLAIN ` --- -- -- \ � FARRftnni839C0045L o I ry COUNn, � ��5 ^^ MPRCH 21, 2019 ZONE PE & rc ULT` AiE 100-YR � CAUTI� & � � LOODPIAiN - CONTRACTOR SHALL IELD VERIFY TME LOC4ilON AND ELEVATiON OF ALL EXISTiNG \ UiiLIiIES AND NOiIFv iHE ENGINEER OF \ -' RECORD OF a�rc DiSCREPaNCiES. CONiRn,iOR \i ` SHALL BE FESPONSiBLE i0R PROiECiING I - EwsnNc ununes nuo cooeoiNnnuc unury g RELOGTi0N5 WHERE NEEOED _ / � - REFER TO SHEEf 49 FOR DNISION 01-GENERAL REOUIREMENTS. REFER TO SHEElS 50 FOR GRADING GENERPL CONS�RUCTION NOlES. o� o NOiE- THE CONTRACTOF SHALL CONTACi iHE FOLLOWiNG AT LEPST �� 48 HOUFS PRIOF TO EXGVATING IN THIS PREA o �g FORi WORiH WATER DEGARTMENi BII�192-8296 AiM05 G0.S 1-800-460-.SO}0 ENERGY iRANSiEF GAS 1-8��-404-2�30 TXU ELECTRIC 1-800-242-9113 FORr woR*H raarvsaoalnriorv/aueuc woaKs ai�-3sz-eioo fOR nLL OiHER FnCiLrtiES www TExn58it_ORG OR t-800-5a5-6005 NOTEs. t_ ivPiC4L PnD SiZES aRE a0' K 80' UNLESS DiMENSiONED 0 �HEFWISE. 2 FI ISH FLOOR ELEVATION (FF) IS ASSUMED TO BE 08' PBOVE FINISHED PPD (iP) 3 Ff ELEVATION SHPLL BE A MINIlAUM OF 2' ABOVE THE ULTIMATE I�0-YEAR FLOODPUIN ELEVAiION 4 MAXIIAUM EXGOSED BEAM (EB) SHALL BE 20' AS IAEASUREO FROM FINISH FLOOR (FF) 5 FINISHE� GAD MUST BE 0 J' ABOVE iHE HIGHESi POINi ON TYPE 'A' LOTS 6 DROG GARAGES ARE ALLOWED UG i0 A MA%IMUM OF 1 0' l LL DRNEWqYS ARE i0 BE PIACED ON iHE HIGH SIDE OF THE LOi UNLE55 OiHERwiSE SNOwN. 8. ALL WORK SHPLL BE PERFORMED ACCORDING TO GEOTECHNiCPL REPOFi W250053 PERFOFIAED BY UES DATED r,wecH a, zozs � / /�i i �/ C'I�P- I -' .I.0 \ i' / �.: k � T..T � j �`\ J'� / / / % _ \ � \I / / / / / � i �' / '—/ ' � / , \ �25 �30 )5 �� I ��m IIN'�' � �� 11�• FZ 3 TC EG lAyFE S EB oc EGD EG� LEGEND SPOT ELEVATiON FINISHED PAD ELEVAiION i0P OF CURB E%ISiING GROUND MINIMUM FINISHED FLOOR ELEVAiION FLOW ARROW EXISiING SiORM ORAIN SYSiEM EXPOSE� BEAM oaov cnance VPLLEY GUTfER PROGOSED RETAINING WALL PROPOSED GROUND ELEvniiON ni TOP / BOTfOMI OF WALL PROPOSED GROUND ELEVATION AT END OF wnLL INDIGTES SIDE OF LOi WHERE DRNEWAY lAUST BE LOCATED E%ISiING GRADE E%ISTING GRPDE AT TOP OF WPLL BO ii OMGOFrewALLAT btt GROJECi NO 10611J FID_ 30114-0200431 1O611J EOJ6B5 x-a8a99 - 019 MAPSCO NO 18 � BENCHMARKS � II Cltt OF FORi ORI � V0. 8I1)2. LOCATED ON WESr ., �- 1_ At,�fl 0.6 MILES SOUTH OF COLU�IBJS 3R�1. n=MPLL WLVERT UN�ER THE ROA� AN� �0' ��RTN Of 90 �EGREE BEND iN iHE ROAD i0 iHE wESi iN iHE CENTER OF THE HEPDWPLL, LEVEL WITH PSPHPLT ROAD, SEi IN THE TOP OF iHE EADWALL ELEV= 636265 BENCNMnRK NO B�t]0. OUTED ON OLD GRANBURY ROAD 0 2 OF A MILE sourH oF cawmaus 1aai� n1 n cu�vear urvoea iHE RO'D ON THE NORTH EN� OF THE WEST �+ cirv- ��in�a — DniE RENSiON Bv GRADING PLAN �ll1b111� ]H[➢111� VV��Ik CITY OF FORT WORTH TARR.4NT CO[1NTY, TEXAS LJA Fnyhl��ny, hIC. �/1 fi0fi0No�M1CentreEm�esswey PAone469fi110]10 �TanI�n��I^InI /�I `/ pellas,OT�eres ]5106 FRN�F�198fi . ALL VOkIiON�� UF PROPOSED RETAiNi�G Wh I S INCLUDiNG FOUNOAiIONS, FOOTINGS, EiC SHALL NOT \ WA PROJECT I� cxrcrvo iNro rHc RicH1-oF-wnr ` % ��''�� NiJ40-0166 z rHe MAiNreNr,Nce oF acraiNwc wA��s sHn�� ae rHe �$- �_» �� \ ^f �\ RESPONSIBILIiY OF THE PROPERTY OWNER ON WHICH �� DAiE: JULY 2025 iHE RETAINING WALL IS LOCAiED. �-��- �- ��'� �� #� ��- n�'iA �A�� DESIGN: WNOBERG 3. REiAINING WALLS GREATER iH N 15" IN HEIGHT ftEQUIRE \ �"'� '" " " SEPARAiE BUILDING PERIAITS FEfAINING WALLS GREATER � ,{ g "�.�`' \ /� I � NACsbGa�,u�/�W ORAWN: LUi1RULL AN 24" IN HEIGHT REQUIRE PUNS SIGNED AND ��g°- ^ \�` "' �� •� �� 5�� SEALED BY A LICENSED SiATE OF TEXAS SIRUCTURAL ' �ory oa cEorccHNicn� crvciNEca �� F `��"` �// NORz: i= ao' 4_ SEE SHEET 135 FOR ttGICAL REiAiNiNG WALL DEiAILS a\�E� \�� ` � �� + �� '�� p�e51o� �J� VERT: N/A nND SiDEvnRD GRnDiNG wiiH wnLL DEiAiL ` `;�� "!,� SHEEf 5- SEE SHEET 135 FOR IYPIGL GFPDING CROSS SECiION DEiAIL FOR ar. PRnwUE BOI i0 SiREF1 8 REze LOl uuE 4LL oRNN4cE *o SrREE* � O VSE corvsiwciiox �F OF lat SHEEiS 1 � • \ . . . \ \ .. �� \�� \�� \� �� ,I C SD v y., � � g36aa LEGEND � � � � � �� . � sza svor e�eun.oN � �O \� b�� N NOSAVE�00. ��\� \ FG FNSHED GAD ELEVAiION � \ 23 PUBLIC DFAINABE �� I PqoPOSEDTREE9aq FASEMEM � � S5, � \ � ISTiNG SD 1C TOP Of WRB � WTBOUNDAPYFMAE �� \ �.'y�� SS, � � 1031�2 EG E%STNG GROUNp � � � M > I -� ��N � �\ a��/ o MF-FE MNMUM FNSHED ROOF ELEVATION � SiORM WATER FACILIiV � � / � ' ` \�P2 \ / � Z ANiENANCE AGFEEMENt �°'� I�� / <} y ��. �/ FLDW ARf:OW EASEMENT � /� � �.I� ^ oggg - \ � � E%SrNG SrOR1A DRAN SYSrEMI O - / , ^ / I ^ /'�\ � \ � I^ � EB EKPOSED BEnu m 0 20 a0 80 / /`�� i� � i—� SEE PRIVAiE SWPLE 4A2 PLAN & PROfILE �0 ��/ � � DG DFOP GPliM.E O /. SHEET 8l FOF SECiiON NUD GLCUL4ilON5 / �0� �0 " / / . / \ y� VALLEV GUTfEF � ��94 � �� \ / � P0.0POSED FETNNING WALL I / / 4�0 \ \ � m / /ry � � /� �! � ��B 2 28—� � � �� PROPOSED GROUND ELEUATION Ai � 1 L � � i� \ � / TOP / BOiTOM OF WALL w 4 %/ i / �/ ♦ �� j x[ese PROPOSED GROUND ELEvniiON ni � /^ 0/9 j//- �� T �� _ � / 999 END OF WALL � 8] 86 / �� /�� J d/0 BS a +� \ \ \ \ � �� DRVEWrAY MU�ST fiE LOCAiEDRE _ � ' / / , � �V / � �, 6 A 0 exisiNc canoe gs �/ //' � � � �o � >>2 �6 / �t \ , �� e sr c oe oe nr �oa oF wn�� o � � �� s �' .,a va /� \ �� p r �� Q�� / � �� 6�' > 1 88 �9a�_ �� r� �/ � � �� \ / �� \ Ctt GROJECi 0 06 J m j \ � •/�/ �♦ V� / FP= � q/'S T 1.�, �o> FD_ 30114 0200431 1O611J EOJ6B5 U �ii � � / /� / � � 781.1 9 J °i' � x ae599 as 1 . , � / �P� ^�s.os e�mea� �" � ' � > \ �� / �� w oi9 � ��A� . . a o^� � o FF- B' ��i� � �� Mnasco No ia v �1.i � � o o*� 78l .8 a '� � �pz � � � i i � �yo � �,<' '\�_ � �ttw n) a9� �V � � � ' , s� smem rw,iNnce ��"`' � � o � �� ,, � FP= �� s I i � . sE�rv- d � i � . NrsrMn. ��'�� ,:° � SPO aoi�\'`�o�`¢'sz 779.8 z m� =rs.z , a I ( onovMroar�oei�u �. o.ai�e_ - j(nae n) \� bvae n) 49° �ocareo oN wEs �. � o.e �Es ^ �05 \ � % �o � � �E SOUTH OF COLU BJ . . L WL E aFinir��^��/ /,��iFS � �+5 FP � � , �RPNP� UN�ER THE ROA� ANu ]C ��RTN Of 90 �EGREE � � 6 Fp= ' �� °� �e'a i EN 'I A L I1 Ufv� UF PROVOSED RETAINING WALLS � 4/ ,,P `+ ��8�� ? \ C�` S BEND iN iHE ROAD i0 iHE wESi iN iHE CENTER INGWDING FOUNDAii0N5, FOOiINGS, EiC SHALL NOi � / I * �HO.B 4>' � (ttPE A� �� \\ � °� � h��t,�� OF THE HEPDWPLL, LEVEL WITH PSPHPLT ROAD, EXiEND iNiO iHE RiGHi-OF-WAY � r B�S (1YPE A) � 4;� �-��/�� SEi IN THE TOP 2. iHE u/+iNiENu�CE OF REiaiNiNG wnLLS SNnLL BE THE T 2� ia ��dy / FP= ��h � 7 � OF irvE HEaDwA� E�EV= 636 265 FESPONSIBILIry OF THE PFOPEFtt OWNER ON WHICH �, � FP= � Bi�� \ � THE REiAiNiNG WALL i5 LOCATED � 3 � � ��g g� ?\ B \r,�S 778'� �� , � BENCNMARK NO B�t]0. 3 RETAINING WALLS GREAiER THAN 15" IN HEIGHi REpUiRE / ��Z9 ` >y� °' \� P �ttPE A) 15 �rr'=Ty�- rCNA. r GOJ=L\II� �� % =%�34 LOCATED ON OLD GRANBURY ROAD 02 OF A MILE S E P A R A i E B U I L D I N G G E R M I T S R E i A I N I N G W A L L S G R E A i E R � � T� Y � (1VPE A) \ � �� , � _� N � 9 35� C� ��_ /S p p- Y��SE � � S O U i H O F C O L U M B U S T R A I L A T A C U L V E R T U N O E R THAN 24" IN HEIGHi REpUIRE GU1N5 SIGNED AND � � NSq N FP= �� *�\g� � Nq IAN+AV�a'9J%I"i a � �\\ �E RO'D ON THE NORTH EN� OF THE WEST SEALED 6Y A IJCENSED STAiE OF iEXAS SiRUCiURAL 6 S R � 8 \j� ��_ � ��- �� irv- ��n�z OR GEOTECNNiGL ENGiNEER. �0� & / � -0� x, p^ 778 7 �� 6 \. � �' ' yc - \ � _ _ 4. SEE SHEEi 135 FOF iYPICPL RETNNING WALL DEfNLS �/ ��/ S a ti (ttPE A) /�0y �B �6 \� � � PND SIDEYPRD GFADiNG WIiH WPLL DETNL �T % � �R�L ° / F��6Z .� �� \ \� 5 SEE SHEEi 135 FOR ttPIGL GRADING CRO55 SECTiON U� %/ F ) o� 9 p �+ � \ DETAIL �'9/ * 0 0/ 4fi'� 777.0 9 a s\ 6s o�� r _ � � �\ �IES. �Y ' a'� �� 5, � a (rvce n) � � -� � ttPiCaL PnD SiZES nRE a0' x 80' UNLE55 DiMEN5i0NED � 6 � � � OTHEkWISE- � B�2 F> 1D �^ F�/J 4�+ � y O/ / z riuisN r�ooa e�Evnriou (rr) is nssuueo ro ee os' neovE � a � s>�� °ry ��` 776.0��,�o-� \r� i� � � — — iINiSHED PAD (FPJ. � �9 t a S6 (ttPE A) ��,0'�° Q e � 3- iF ELEVAiION SHALL BE A IAINIMUM OF 2' PBOVE iHE 4 _ M c�>�6 Tj�, ��j ��' �p � I � // I;AiE RENSION BY ULTIHATE 10D-YEAR fL00DPLAIN ELEVATION - q p ry FP- - �� 6 %IMUM EXPOSED BEAM (EB) SHALL BE 20' AS MEPSURED �C � RNS r 4� 774�4�;�� 9 9� �A� ro T WSE�-�5838' R I 1 raou riwsH r�ooa (rr) 3 �� '� '0?iti a ' xgs 'a$m,��rvPE n) r� �� e Y ie� i o i�i GRADING PLAN 5 iINiSHED PAD MUSi BE 03' ABOVE THE HIGHEST POiNT ON � �/1/ - GS , ��y`� � i�/'m9a R \_ � � 09PLAN 1 irae �n' �ors � � �F �''s O �° � "ti � FP- I rnsrvrNr e oaoP cnances nee n�oweo uP 10 n r�axiMu�n oF i o' S�� P+ \'� �0�� 6��772.2�9ti��,"\��rs�e� �� I � u� oervewnrs r,ae ro se vweeo ory rHe wcH sioe oF 4 ° Fn , e� F � . � iHE LOi UNLE55 OiHERW SE SHOWN ` � � �. (IYPE A) /� � � � 8- nLL wORrc SNnLL BE PERfORMED nCCORDiNC TO . SL, ��'�'y FP ��rs� \ � I� JL IM�TE �� GEOTECHNCPL REPORT W250053 PERFOFMED BY UES DAiED 7/� � � o� 1} ��\ \ F 100-YR MAFCH 3, 2025 \ ' `�. ,gM ^6769.7�~��e, y • \I I FLOODGIAiN � / o ��- i-� s r ��. � mo,!� F�` (rvae n) �i w \-�s � , ��,�oN ) 3=�>>, �g �'Fp I / , ��lbml� ]H[�➢Is �V��t � coN.anc.oa sHnu Fie�o veaiw 1He ��- / ` s � ee �¢�aA�' �� 76Z2 � � � �ocnnoH nNo e�vnnoN oF r,LL exisrwc �" �` �" s � s � ` _� UiiLiiiES aND NOiitt iHE ENCiNEER OF �` �f �` y),� ' � j ey An�/ �'� (NPE A� I� REWRD OF ANY DISGREPANGIES. GONTRACTOR \� o ../'', fj� � � SHALL BE RESPONSIBLE i0R PROTECiING � a � ss a�o `O+ �5 0 �A �41 � exisnNc urwnes nmo cooaoiNnriNc ulwrr �' `,�- ,�;' � �e , h�oo-re m� wsa-�j\e,i�s' CITY OF FORT WORTH _ RELOUilONS WHERE NEEDED ��` + F� �+ � , � � c � � �60�' y ` � _ ee s � se �� \� TARRANT COONTY, TEXAS _ � �� //� a � � �� `�m�� 'aRu�lws�=�saz REFER TO SHEEf 49 FOR DINSION OI�ENERAL REQUIREMENTS. ^�� oruiunc[ *o nc[[r �` 66 6 632 ,ry h / I WA S'�I�'�' �� e G> 00 REFER TO SHEETS 50 FOR GRADING GENERAL GONSIRUGl10N � ° 3 660 >633 �s'� �/' �/ fi0fi0No�M1Centre Em�esswey PAone 469fi110]10 / NOiE3 �� 9 �6� � \�n�/�� /\� � i� pellas,OT�exes]5106 FRN�F�198fi C � � J� �2 / �// WN PROJECT I� o�a ��— s.rye / I� y / /�� iJ40-Ot66 - c�� /// 10 `O�'� 6 .�II �25 WS6ls45a�• / � F�� DAiE JULY 2025 y 1 \� m NOTE THE CONTFACTOF SHPLL CONiACT THE iOLLOWING AT LEPS� �-Y— ` �<Y� � h� � / �OO�VR ��S �/15 ti �� n'?�A � DESIGN: WN�BERG ? 48 HOURS PRIOR i0 E%CAVAiING iN THIS AREA- p 0 � � `—¢� ^ \4-` �� I ee Uj�s 4 \ � ._.�..�_._ �� ORAWN: WiiRULL �y FORi WORiH WAiER DEPARTMENi 81]-392-8296 ;e G" �, �p 'yR S W`'� \/ `t-�(�[N �� niu05 Ga5 i-800-450-3030 � � ti�. � � � �� \ � ��oxa� �'G 5�� so� g 55 HORZ: = a0' ENERGY TRPNSFEF GPS 1-8��-604-2�30 FTra�\_�� /;V^ � � �20� �J VERT: N/A P. �/ J i%U ELECTRIC 1-800-242-9113 `;�� y /� ��\ SHEEf FORi WORiH TRANSPORiAT10N/PUBLIC WORKS 81]-392-8100 ' / ��/ / �q ai - FOF ALL OTHER iACILITIES WWW iE%PSBII.OFG OF 1-800-545-6005 oAaue�[ eo�n io su[i x ueR in� urv[ g 4 oa VSE corvsiwtiiory �F OF l41 SHEEiS % o� og � N N 0 20 40 80 I_� 4 /� � g� �86 � 88 9 9a�_ � ]� / I �/� f� 1 �A �NiS�v vn ��_ �/\` \"�`, I �� 1\_(��± �� `'��` �¢� �� `� �' a � � �� : �� ,� p.e ,�� `�' CONiRACiOR SHALL F�VER FY iHE �ocnroN r,rvo e�evnroN oF n�� exsrwc Ui�L�i�ES nND NOi�FY iME ENGiNEER OF FECOkD OF PNY DISCFEPPNCIES. CONTftACTOR SHPLL BE RESPONSIBLE FOF PROTECTiNG EXISTING UTILITIES AND COORDINATiNG UiIIJTY RELOC4ilON5 WHERE NEEDED REFER TO SHEEf 49 FOR DINSION 01-GENERAL REQUIREMENTS. REFER TO SHEEfS 50 FOR GRADING GENERAL CONS1RUCl10N NOiES. NOTE THE CONTFACTOF SHPLL CONiACT THE fOLLOWING AT LEPS� 48 HOURS PRIOR i0 E%CAVAiING IN THIS AREA- FORi WORiH WAiER DEPARTMENi 81]-392-8296 niu05 GaS i-800-450-.5030 ENERGY TRPNSFEF GPS 1-8�]-604-2]30 i%U ELECTRIC 1-800-242-9113 FORi WORiH TRANSPORiAT10N/PUBLIC WORKS 81]-392-8100 FOF ALL OTHER fACILITIES WWWiE%A5811.OFG OR 1-800-545-6005 soa.q � �< e b- o. 4�: �mae ) �� GI �� 37 FP= �__ o �I' Val F 1e 807.4 (mE n) � ll = �° � � °' _ _�— =— � - MATCHLINE S E SHEEf gG�' ��I�� (REA�AINDER OF) , I CHAPEL HILL WESi LLC GCa D2182i9520 O.P R i.C.i. i I I �� I I � � �/ � / \ ` � /// \ \ \ � / / �� \ � / � \ \ \ � \� �� \ �\ \ \ � �` � \ \ �� ` �\\ \ ` �\ ` \ \\\ � � \\ \ � \ ` � � � �� \ C �\� \ \ `\ � � SEE PRrvaiE SwnLE ani PLnN & PROFlLE \ \\ � . � � SHEEi 80 FOR SECiiON AND CALCUTATIONS ��-�-� . \ \ \ \ ff�s \�. .�1 � \ \ � \ � � RFiANLLG WA NniFS- 1 aoaroNs oF oaoaosEo aE*nNNc wn��s NCLUD NC FOUNDnT ONS FOOi NGS EiC. SNnLL NOi ExiEND Ni0 iHE R GNi OF 2. THE MIA NiENPNCE OF RETA N NG WALLS SHPLL BE iHE RESPONSIBLIIY OF THE PROPERtt OWNER ON WNiCN iHE REiAiNiNG WALL IS LOLAiED 3 RETAINING WALLS GREATER TW1N 15" IN HEIGHT REQUIRE SEGARAiE BUILDiNG PERMIiS RETAINING WALLS CREAiER iHAN 2a" IN HEbHi REQUIRE GlANS SIGNED AND SEaLED BY a LICENSED SiAiE OF TExAS STRUCiuRAL OR GEOiECHNIGL ENGINEER_ 4 SEE SHEET 135 fOF iYP CPL FEfA N NG WALL DEiNLS AND SiDEYARD GRADING W TH WALL DETAIL 5 SEE SHEEi 135 FOR iYP C4L GRA� NG CRO55 SECiiON DETNL NOiES _ ttPiCnL PaD SiZES nRE a0' x 80' UNLE55 DiMEN5i0NED ONI ERWISE- 2- I SH FLOOF ELEVATION (F� IS ASSUMIED TO BE 0.8' PBOVE INISHED PPD (FP). 3 FF ELEVATiON SHALL BE A MiNiMUMI Of 2' ABOVE THE ULiIMATE iD0-YEAR FLOODPIAiN ELEVATION 4 MAXIMUM E%POSED BEAM (EB) SHALL BE 2 D' AS MEASURED FROM FINISH FLOOR (F� 5 FINISHE� PAD MUST BE 0 3' ABOVE iHE HIGHESI GOINT ON iYPE 'A' LOiS 6 DROP GARAGES ARE ALLOWEO UG i0 A MAXIMUM OF 1 0' ] L DRIVEWAYi ARE i0 BE GUICED ON THE HIGH SIDE OF iHE LOi UNLE55 OTHERwiSE SNOwN_ 8- PLL WORK SHALL BE PERFOFMED ACCORDING i0 GEOiECHNIGL REPORT W250053 PERFORMED 6Y UES DATED MARCH 3. 2025 SEE GRIVAiE SWALE aA PIqN h PROFILE SNEEi Bt FOR SECiON aND CnLGUL4TI0N5 SiORM WATER FAGLIIV MAiMENANCE- AGREEMENi EASEMENi � \ _ � 23' PUBLIC ORANACE� EASEMErvT \ N SWF�P//////i \ � " / ` SyOSyC� I � ��\\��2 /// \f ♦ � 0 f/��J� ,� i/ � ,�. � `� . � �z:, r �a \ � �� // \ � , � �� ." � � P �,`` , � " ,iT `�5 �,O /* !-/.V 1 �� 5*j'^ � / VV v J � F' - � �I.I � ,� �G� )/ � �o �Q' � � �.��,dr J'V�v� . \ � - _ � e\ . � '�/i �/ - .� //� � ( ` S * � 3.0 � �O >g �� o �PNS 9 S � * f LEGEND � sza svor e�eun.ioN � FG FINISHED GAD ELEVAiION � iC TOP Of WRB � EG E%ISTiNG GROUNp � MFFE MINIMUM FINISHED ROOF ELEVATION � —� FLOW ARROW z � E%ISrING SrOR1A DRAIN SYSrEMI O EB ExPOSED BEAu z DG DFOP GPliM.E m �� VALLEY GUTfEF O � PFOPOSED FETNNING WALL a�� PROPOSED GROUND ELEUATION Ai � TOP / BOiTOM OF WALL V1 W x[es.s PROPOSED GROUND ELEvniiON Ai � END OF WALL �INDICAiES SIDE OF LOT WHERE � DRNEWAY MUST fiE LOCAiED � EXISTING GRA�E _ cc� ExiSyTiNG GRaDqE nT TOP OF wnLL � -�� eVYI%� Q��VA�L �p Ctt GROJECi NO 0611J U FD_ 30114 0200431 1O611J EOJ6B5 x 28a99 019 MAPSCO NO 18 Y � BENCHMARKS � II ��.. -� Cltt OF FORi ORI A. V0. 8I1)2. LOCATED ON WES �' 0.6 MILES SOUTH OF COLU BJ �. PLL WLVERT UN�ER THE ROA� ANu ]0 ��RTN Of 90 �EGREE BEND iN iHE ROAD i0 iHE wESi iN iHE CENTER OF THE HEPDWPLL LEVEL WTH PSPHPLT ROAD, SEi IN THE TOP OF iHE EADWALL ELEV 636 265 BENCNMnRK NO B�t]0. OUTED ON OLD GRANBURY ROAD 0 2 OF A MILE sourH oF cawmaus 1aa � n1 n cu�vear urvoea iHE RO'D ON THE NORTH EN� OF THE WEST �+ c ry ��i n�a — DniE RENSiON Bv GRADING PLAN �ll�ml� ��ZS �` ��1� CITY OF FORT WORTH TARR.4NT CO[1NTY, TEXAS l..lA Fnyln�iny,lne. �A fi0fi0No�M1CentreEm�esswey PAone469fi110]10 Sui�eA00e �allas,T ras ]5106 FRN�F�1J8fi WN PROJECT I� Q` o ^��' 1340-0166 j s DAiE: JULY 2025 - �A�� DESIGN: WN�BERG �°g�56096a �W oanwN: umauu � SGLE �//0 � HORZ: 1" = 40' "p� � VERT: N/A SHEEf F�q �• 95 VSE corvsiwtiiory �F OF l41 SHEEiS o� ,� A "a��»i�� . .� t 0 .i..��.�� I ! � ;o' �u�� w.,�,Y�.,.��. �e��,�,�.�a�oEa.b� Rmo. � v�1 �\ .� a..��a �... ,5 oa. �. I �a.�-��E� \�PG��,.aa��,a ,o \_ , `/� eeoo�.. . — / �.,..�� c�.� DETAIL A 33 OS 10—D402 EMBEDMEM FOR RCP STORM SEWER ALL SIZES �ol ?e rt� ��.�oi.r�.�. � u°,�` ' .��» � ...�.� �::. "'"' .. . �. t — , ��;�,.;�: : �� ' —' ' .�.. . � � � � tl j I�� T j�,. � _�.� i � �—�—� � .,,, .h � ..,...a,.��,. � CITYOFFORTWOR7H,TE%AS REYISEU: WOBP20Yi STANDARO 4' 8QUARE �� qg 1p-D4Q8 JUNCTION BdX �:�o.�:m:`,m �m.ucJ ,�r�� 4/ .�.'�.a � I I�� O''o" .w.wJ �'�� E.�_.� .� � — r� � �ri ;:�-.—.�� , °r -- — ,� ..,r� ��.� l_ � , � � , � w,.,�.� _.�.ro�..�.. , �� •4 !t:'::�.:�: �,� �,�nwn� weu.l"� L_�__�� __ J ,t� 4�, I �-- ' :-a .n'��r swran -p.,. .�...,vo� 2LGtl..L1E� I�� _ } �n� � _ 1�i �� I �e � � �� I � I I �'. � i i _ — — — — 1 � . � ; ;�,�` �,a..�, u � q�V.oY�j BA0.9 A (Q4} , �.,� „a.�, �6 i �w� • s ��e`oi m �w�xw� I �� o� ii:r.t R � � _r�_ ZSd� H � �� J r� n� � tqe r -VL _ �f . �.wo.. ...a.A..dai'.a..�''�.o->ya+ .��a I� IST�D IBHEET OF��N INLET� 33�49D40-D405 Irru euv vn� ��ii �6.�� —I�• W Wse A I ^ eryu ��._,a�.�: ," � .�. rnci Xo.c. �� µ o4 uw iwm a n.a �� t'�mry ma�aYYiC�L� uxn •K64 .�re�. une�rYm a.we��Rw un e. L �,: � �— n.� m-^,� � — �� ..,� � ,.,.ac � `��. BARS 9 (�4) \''�B-g I B�:iS C k 0 ({a) `� yA-v..^ I BMS E (/I) a�R��> k �,� .,,�, � e�Rs u t�'+? B�R9 f (p) � •rrwa-r � � vrw -r i BMS C (pa) BARS ry (�M} I� I ST.4N A�$ ET�RM F ZAINN LET ��DZO-040b btt GROJECi NO tO611J FiD- 30it4-020053t-i06til-E0�685 X-28099 - 019 MAPSCO NO 18-Y � BENCHMARKS' � �''�I��Piirw�ii�y Cltt OF FORi WORiH BEN��INMK �0. 8]I�2- LOCATED ON WEST CLEBUF�� OAf] 0 6 MILES SOUTH OF COWMBUS TRAIL A SMALL CULVERT UNDER THE ROAO AND ]0' NOkiH OF 90 DEGREE BEND IN iHE ROAD TO iHE WESi IN THE CENTEF OF iHE HEPDWPLL, LEVEL WITH ASPHPLT ROPD, SEi IN THE TOP OF iHE EADWALL ELEV = 836 265 BENCNMnRK NO BIt]0. LOGTED ON OLD GRANBURY ROAD 02 OF A MILE SOUTH OF COLUMBUS iRAIL Ai A CULVERi UNDER THE RO'D ON THE NORTH END OF THE WEST � rir�r- ��in�z DaiE RENSiON STORM DRAIN DETAILS ��lbal� i��lll� yV��a CITY OF FORT WORTH TARRANT CO[1NTY, TEXAS "''� �'" LJI� FJFJ h Cen�21 sway P�one 469fi210]10 s��e aoo �allas,Tevas 15206 FRN-F-138fi WNPROJECi ID i340-0166 o` w.��..�� . DaiE. JULr �2025 DESiGN N� DRAWN- LJA ��.�:�� =�A�E �� e� �oR�_ �, Up VERT� N% SHEE1 �`a `� 136 coHs.non�ow oF ,ai sHeers � � 0 r'�i Z m O i � � w � � J S O m U �:,,-- ., . ..�,. �: � "- � � � m" � - ;I � ----� � � � � �� i -�/ ",r� � °,� + \-� I�� i �.�,.. �.� .� .,.._ �.,i = t �4�/ — `�a 1�. � i '�I � � i �l �;u . ; - �- Pp✓ ��_ i ` r t��; ...M.. --- -- �o:� -- -- - YR �' L_ J � � ,_�"�;:v�"�+n Ya`-i�m':r� - �.� k�=�l� �-�,. ~ T �� a � `-L�J r� �s-� � -� ;�'.1 � � a� � i j.c x �,L� i;�I o�«, �� E ... �. �l . � �w _ im �I rt--' t .�.......,.. i F V .. „ L '�� —°`�� ;•r� bus u�pt a�w. x(rY ws vi SM: ...a.e.n. x�asYs� �.�._. 'd..JN! µ•�ry � � Ul1CiFORlWCMf'M1iFll/J% 6�i�MY1 I I BTANOARD�DROP IIdLET � � � ��8 I �n ...�. �..,w .a...�.0 1� ----. �"" ; � sta� r� �v �I ,�'�' 8��p RL"sy'C . ..�. ..� .e � �^ �`I i y�'��' .�..�..� m.•�� ;,� '��_ � - -- ;�I �;.,�. r�.�m_�� x � � ' �.e.,.� . �'la m.�, �ti'v—y- ' _ :ti Pp mu+�v � J'� I ..�..,..,�� ' m..`�....�..� �n � �� nna��w .ume/iww�r� I�I RECE88 �8N TO' OFR�A) INpINLET I 9� 3 48 20•D406 s � "x s � n' .e � n — �,. , �. , ii . ] e Ei �.� � .J—F.' .m�..n' e ' � - \____ _ _ ' ar�...� \ ___ t� .�..�Wv� r,� _ � ..v",� , ,— � �t ""� � ��,.�.. -� ��.-- ��...uwr.«u IBe45AiNaI . � a�':I' �-'��\.'y 1��,� ' Eaqs o (sa) I� enrss = (ga) 9n35 r- x n ;y¢) 6A3�- Ecff+) o� a� o� � eaas �U<j a . (:�� .r�., iw.� Nmne��r �m� r e o.`� �. � � ,. ,u L � �� , ,�� 3nns x (pa) Nn(Fa; I I ��RT I emovFoarwoatH,iow I Reviaeoa�maaz� RECESSEDSTORM �RAININLETi �3492U-U408 (SHEET 2 OF Y) Citt GROJECi NO 10611J FiD_ 30114-0200431-1O611J-EOJ6B5 x-a8a99 - 019 MAPSCO NO 18-Y � BENCHMARKS' �'11pi1p'�'x°"0'�L Cltt OF FORi WORI�I ��.� V0. 8I1)2. LOCATED ON WESr �I - �fl 0.6 MILES SOUTH OF COLU�IBJS -3R�I. �� =.MPLL WLVERT umoea 1HE eono nNo �o' �orrN or eo oecaee BEND iN iHE ROAD i0 iHE wESi iN iHE CENTER OF THE HEPDWPLL, LEVEL WITH PSPHPLT ROAD, SEi IN THE TOP OF iHE HEADWALL ELEV= 636265 BENCNMnRK NO B�t]0. LOUTED ON OLD GRANBURY ROAD 02 OF A MILE sourH oF cawmaus 1aai� n1 n cu�vear urvoea iNE RO'D ON THE NORTH EN� OF THE WEST 11i4n�141+ rirv- ��in�r DniE RENSiON STORM DRAIN DETAILS �llu�111� �[1�1� �V��lk CITY OF FORT WORTH TARR.4NT CO[1NTY, TEXAS �+��. �� LJA 6060No�CenVa swaV PM1onedE9621�]i� Su�e000 Da as Texes ]6206 FRN-F13B6 oocuuE.n pi LJA PROJECi D rrz[>nx[o *,��-�� Ni340 Ol6fi r„E� w�xoxm +,lY 9s� DnTE. JULv 2025 or rvArFrvAE� GarvZA�EZ � DESiGN. LJA DFAW WA '�.. <,,E � scn�E 'o`zsao� � LS �oTz. /A N/n sHccr `°a °` 137 ose co�.s.eoa�oH °F oF ,a, sHeers � � 0 0 v � � z 0 z 0 � � w � � J S O m U n� ,� t � � F[[�� (pewTM � : � ��' � - �'' —�'— ��, .., �e�� 3 L' �I .�. t 9 � .... �� T—�— I I �� — t — i i _'� � 1�1_ T T—_ _ 1 1_ I- + +— t_$_ - �—�— �...,�.m. �, ��' r� �d ,.. �::1; � � a..» � R&. CIfY OF FORT NF6RTH� lE%R! REVIBE6: &OA7G77 rN gTANQkR65'$4UARE JUNCTIONBOX 334:11C•D470 �. � �-:,.: e .....��uY v 1��u 1l��\� i��. ` ! ��a ry ;��►�ia 17L. CITYOPFORTNlOfl71{TE%pS REVISED: YNYR7G �� 4' STACKED MANHOLE FOR REINFORCE6 CONCRETE BOX S3 49 70-D472 --�,�- �_—.I • ��- f, � I a . � I . ` e�°" . "�' � �.b. �' . M � I �ve.urn � � b�:M 4�P Y I ' we� I.v wn u�. a w�owa � I�pm I CIT/ OF FOR7 WQRTM, iE%F9 V � MANNOLE STEPS smi � i�ri u wami�{imsin I _+—_+— �+--+--+_ I I y .� I I I I —�` I I _+__} � `...:.,�}__}_ i �..�..�� . � _��` �"Yr�+— ' � �1� �l ,"c: <� It � .. _}.�� iG�._ -+ - fi�'`' , 'f�--+- i �r— r� i i ��°;�.�,:.��t • � — �.�,. fi— -F —X —i� —t- � I � .� ..�M �e � �/. �� .� ..._ �� .\� rl [ -� �I k _I��l�. r �tL I •� � �� .:.. ��ri i -, �. �.: � ( \ / '--�� ... �; � 1 r� ��,».m,.�w. REVI&ED D420-t031 33 4910-D414 f:L. GRYOFFORTWOR7N,7EXAB REMBE60WQ•Z021 RV � TYPICAL MANHOLE f 33 49 7�-0415 PIPE PENETRATIQN Ctt GROJECi NO tO611J FD- 30it4-020053t i06til E0�685 X-28099 - 019 MAPSCO NO 18-Y � BENCHMARKS' � �''�I��Piirw�ii�y Cltt OF FORi WORiH BEN��INMK �0. 8]I�2- LOCATED ON WEST CLEBUF�� OAf] 0 6 MILES SOUTH OF COWMBUS TRAIL A SMALL CULVERT UNDER THE ROAO AND ]0' NOkiH OF 90 DEGREE BEND IN iHE ROAD TO iHE WESi IN THE CENTEF OF iHE HEPDWPLL, LEVEL WITH ASPHPLT ROPD, SEi IN THE TOP OF iHE EADWALL ELEV = 836 265 BENCNMnRK NO BIt]0. LOCATED ON OLD GRANBURY ROAD 02 OF A MILE SOUiH OF COLUMBUS iRAIL Ai A CULVERi UNDER THE RO'D ON THE NORTH END OF THE WEST � rir�r- ��in�z DaiE RENSiON Bv STORM DRAIN DETAILS ��lbal� i��lll� yV��a CITY OF FORT WORTH TARRANT CO[1NTY, TEXAS wq� €Pres�� ✓� FJFJ h Cen�2 sway P�one 469fi210]10 s� �e aoo Da as Teves 16206 FRN F138fi WNPROJECi ID i340 0166 o` A��..�� . DaiE. JULv 2025 DESiGN Wa N� DRAWN- WA ��.�:�� =�A�E �� e� Noaz- wA Up VERT� N/A sNee, `a ` 138 use coHs.non�ow °F oF ,ai sHeers o �oa ,�E >�RoosEs � 0 � � z 0 0 i � v� w � � � _ 0 � �--� �` jN � � .�. , , �-9 �� , ,, :� , ,.,:� � .� _ .. �. i. q� �.� � tl II i � \ � . �� , "�` ^ • +.E . I.,..,....,..,,, _.. .�..,.,.�aM°L�vrinN �� '��i; }�� , �1 11 � �� :3 rux H - a�oE a RaIMoYdtl Canerafe Plps � � `f � � � prt:• .. Flax � � `' � � FlVY .a�.� -,A� a�..... <�...,.. LNe � � � Llns . W ElavAlon.6otlomvEvon �1� .�� F� � FlWY Llne Lhe Eler�llan -CenMrllne Even t1G HEYIlE6 W90ffi!1 .N crtvniFomvromx�icxne CONCRETE PIPE COLLAR 93 47 70-0416 _1:r—'�./—�_' PRGKIIt. N=W - f.6�eN .�....�.�.u� �I I� F—� � �``�.,�"� "m:.��, ar_�m � �eme �.rc-m /' '"—'_`.. I�I MANHE}LE��GeWYERAW ` 9n; 60��417 � � � � � � � cnw Flor� � � Llne u�. Elawtien.Tee�Even �Wqqe�� v�sewn� Tonpwmtl0roovePlpa I�+�kl � I q.e I� �� powrewxn RsduEaro-Option 7 I RIPRAP PER PLAN I A A 1 0 ___~�6"-WALLS_____ - � ��3�� L a == IIL — — — — � JI REINFORCING SHALL BE NO 3 BARS � ON 18" CENTERS EACH WAY CONCRETE SHALL HAUE A MINIMUM GOMPRESSNE STRENGTH OF 3000 PSI q � S 6.. AT 28 �AYS VARIES - l' MiN ' 6� ��PE 1' i0E WALL RGP STORM DRAiN � -�p��y�� lri",vf. M".�4. MM4.� SECTION A—A SLOPED END HEADWALL NOT TO SCALE btt GROJECi NO 10611J FID_ 30114-0200431-1O611J-EOJ6B5 x-28a99 -4019 MAPSCO NO 18-Y � BENCHMARKS' �'11pi1p'�'x°"0'�L cin ov voar woei�i ��._i�::inu.K vo. aivz LOCATED ON WESr �I riL�l -�C�fl 0.6 MILES SOUTH OF COLU�IBJS -R�I. n=MPLL WLVERT UN�ER THE ROA� AN� �0' ��RTN Of 90 �EGREE BEND iN iHE ROAD i0 iHE wESi iN iHE CENTER OF THE HEPDWPLL, LEVEL WITH PSPHPLT ROAD, SEi IN THE TOP OF iHE HEADWALL ELEV= 636265 BENCNMnRK NO B�t]0. LOUTED ON OLD GRANBURY ROAD 02 OF A MILE sourH oF cawmaus 1aai� n1 n cu�vear urvoea iHE RO'D ON THE NORTH EN� OF THE WEST y�cn��c� �i ry - -n. n�. DniE RENSiON STORM DRAIN DETAILS �llu�111� �[1�1� �V��lk CITY OF FORT WORTH TARR.4NT CO[1NTY, TEXAS ��.�� LJA 6060No�CenVal swaV PM1onedE9621�]i� Sui�e000 Dallas,Texas ]5206 FRN-F-13B6 oocuuE.n pi LJA PROJECi ID rrz[>nx[o *,��-�� Ni340-016fi r„E� w�xoxm +,lY 9s� DnTE. JULv 2025 or c....._L.c........fE - DESiGN. LJA �� %� /2)'�' DFAW WA N�'�S'�`CN's"' W N SCALE �o`Sxio� �C%Q rvORZ- N/a VERT SHEEi `°a °` 139 ose co�.s.eoa�oH °F oF ,a, sHeers � � O O H Z O z m 0 H � W � J S 0 J � Exhibit "C" CITY OF FORT WORTH STORMWATER FACILITY OPERATION AND MAINTENANCE PLAN FOE SWALES AND DITCHES The only responsibility the City of Fort Worth has in the operation and maintenance of this Facility is inspection. General Maintenance Procedures The structural and functional integrity of the facility or facilities described in `Bxhibit A" shall be maintained at all times by removing and preventing drainage interference, obstructions, blockages, or other adverse effects into or throughout of the entire facility. Periodic silt removal shall occur when standing water conditions occur or the swale or ditch volume is reduced by more than 10%. Silt shall be removed and the swale or ditch returned to original lines and grades shown on the approved engineering plans. In addition, corrective measures are required any time the facility does not drain completely within 72 hours of cessation of inflow. **NO STANDING WATER IS ALLOWED in a facility designed to convey stormwater during , storm inflow, but to be maintained for dry purposes only. Accumulated litter, sediment, and debris shall be removed and not exceed 6 months of accumulation or as necessary to maintain proper operation of the facility or facilities. Disposal shall be in accordance with federal, state and local regulations. The facility or facilities as described in "Exhibit A" shall be mowed monthly at the minimum, between the months of April and October or anytime vegetation exceeds 12-inches in height. To prevent debris from entering and clogging the downstream outfall structure a wire mesh screen or similar screening device shall be installed over or around the structure until final acceptance. Preventive Maintenance and Insqection • Visual inspections of all components will be conducted every 6 months. • A log shall be kept of all maintenance actions, and inspections. The log should document the condition of the facility or facilities primary components, mowing, silt, litter and debris removal dates. • Written maintenance and repair records shall be maintained by the party or parties signing the attached Agreement and shall be provided to the City upon request. FORTWORTH " EXHIBIT D" STORMWATER SWALE AND DITCH FACILITY MAINTENANCE CHECKLIST FREQUENT INSPECTION Inspection Item: Date: Repairs Required: Repairs Made: Remove: Trash and Debris Remove: Grass Clippings, Leaves, Etc. MINOR INSPECTION: Inspection Item: Date: Repairs Required: Repairs Made: Overall Condition of Facility Amount of Silt within the Facility Amount of Ponded Water within the Facility MAJOR INSPECTION: Inspection Item: Evidence of Cracks or Missing Concrete within the Facility Evidence of subsidence around or within the facility Evidence of Roots, shrubs, or trees Infiltrating the Facility o-� Fort Warth Stormwater Management Notes: Notes: Notes: Date: Repairs Required Repairs Made: F�RT��RTHo City Secretary's Office Contract Routing & Transmittal Slip Contractor's Name: GRBK Edgewood LLC and Meritage Home of Texas LLC Subject of the Agreement: Drainage Channel Maintenance agreements needed for 3 drainage easements on new construction site. M&C Approved by the Council? * Yes ❑ No ❑✓ If �so, the M&C must be attached to the contract. Is this an Amendment to an Existing contract? Yes ❑ No ❑✓ If �so, provide the original contract number and the amendment number. Is the Contract "PermanenY'? *Yes 0 No ❑ If �unsure, see back page for permanent contract listing. Is this entire contract Confidential? *Yes ❑ No ❑✓ If only specific information is Confidential, please list what information is Confidential and the page it is located. Effective Date: Expiration Date: If different from the approval date. If applicable. Is a 1295 Form required? * Yes ❑ No ❑✓ *If �so, please ensure it is attached to the approving M&C or attached to the contract. Project Number: Ifapplicable. SWFMA-25-0070 *Did you include a Text field on the contract to add the City Secretary Contract (CSC) number? Yes ❑✓ No ❑ Contracts need to be routed for CSO processin� in the followin� order: 1. Katherine Cenicola (Approver) 2. Jannette S. Goodall (Signer) 3. Allison Tidwell (Form Filler) *Indicates the information is required and if the information is not provided, the contract will be returned to the department.