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HomeMy WebLinkAbout064519 - Construction-Related - Contract - Autobahn Realty Partners II, LLC12/30/2025 Date Received: 10:53 a.m. Time Received: Permit No.: SWFMA-25-0092 64519 City Secretary No.: RETAINING WALL MAINTENANCE AGREEMENT THIS AGREEMENT, made and entered into this 29th day of December 2025 by and between Autobahn Realty Partners II, LLC, acting by and through Thomas R. Hegi, its Vice President, hereinafter referred to as "Landowner", 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 0.0642 acre (2,795 square foot) tract (Tract 1) and a 0.0933 acre (4,063 square foot) tract of land (Tract 2) situated in the Jacob Wilcox Survey, Abstract No. 1742, City of Fort Worth, Tarrant County, Texas, said tract of land described as Tract 1 in Special Warranty Deed with Water Reservation according to the deed recorded in Document No. D225125906, 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 Autobahn Oakmont, 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 the construction and maintenance of a Retaining Wall Facility on a portion of the Property being more particularly described by the metes and bounds in Exhibit "A"; and; WHEREAS, the City and the Landowner, and their successors and assigns, agree that the health, safety and welfare of the residents of the City of Fort Worth, Texas require OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX RETAINING WALL MAINTENANCE AGREEMENT 1 Rev. 03/15/2022 BN that a Retaining Wall Facility be constructed and maintained on a portion of the Property; and; WHEREAS, the City requires that a Retaining Wall Facility ("Facility") as shown on the Plan be constructed and adequately maintained by the Landowner, its successors and assigns, the location and dimensions of which is shown on the attached Exhibit "A" ("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: l. The Landowner, its successors and assigns, shall adequately construct and maintain the on-site Retaining Wall 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. Adequate maintenance is herein defined as good working condition so that these facilities are performing their design functions. 2. The Landowner, 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 safe and proper functioning of the Facility. The inspection shall cover the entire Facility, which needs maintenance or replacement to perform their design function, shall be noted in the inspection report along with the corrective actions to be taken. 3. The Landowner, 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, its successors and assigns, copies of the inspection findings and a directive to commence with the repairs if necessary. RETAINING WALL MAINTENANCE AGREEMENT 2 Rev. 03/15/2022 BN 4. In the event the Landowner, 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 identiiied 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 obligation is Landowner's. 5. The Landowner, 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 for labor, use of equipment, supplies, materials, and the like, the Landowner, its 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 or its 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 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 AGREES TO HOLD THE CITY HARMLESS FROM ANY LIABILITY IN THE EVENT THE FACILITY FAILS TO OPERATE PROPERLY. LANDOWNER COVENANTS AND AGREES AND DOES HEREBY INDEMNIFY, HOLD HARMLESS AND DEFEND THE CITY OF FORT WORTH, ITS AGENTS, SERVANTS AND EMPLOYEES FROM AND AGAINST (I) ALL COSTS, EXPENSES, LOSSES, DAMAGES, CLAIMS OR CAUSES OF ACTION WHATSOEVER ARISING, OR WHICH MIGHT ARISE, FROM THE RETAINING WALL MAINTENANCE AGREEMENT 3 Rev. 03/15/2022 BN FAILURE OF OWNER OR ANY FUTURE OWNERS OF THE ABOVE FACILITITY PROPERTY TO MAINTAIN THE RETAINING WALL IN ACCORDANCE HEREWITH, OR AS A RESULT OF (ii) ANY DAMAGES CAUSED TO PERSON OR PROPERTY DUE TO (1) EROSION OF THE SOIL BELOW THE RETAINING WALL AND ITS FOOTING, AND (2) AND FAILURE OF THE RETAINING WALL AND ITS FOOTING TO OPERATE IN A MANNER CONSISTENT WITH CITY OF FORT WORTH CRITERIA; (iii) OR FAILURE OF LANDLORD TO PERFORM ANY OF ITS DUTIES OR OBLIGATIONS HEREUNDER. 7. 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 binding on the Landowner, its administrators, executors, assigns, heirs and any other successors in interests, including any property owners association. 8. 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 its successors or assigns 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 the date of the Transfer and which shall expressly survive the Transfer. [REMAINDER OF THIS PAGE TO REMAIN BLANK] RETAINING WALL MAINTENANCE AGREEMENT 4 Rev. 03/15/2022 BN Executed this 29th CITY OF FORT WORTH ; Jesica McEachern Assistant City Manager City of Fort Worth 12/29/2025 Date: day of December 2025. Approved as to Form and Legality: N% �CGVIn �n�I�YJ, �� M. Kevin Anders, II (Dec 24, 2025 1247:12 CST) M. Kevin Anders, II Assistant City Attorney City Attorney's Office 12/24/2025 Date: ATTEST: n¢ poF FORT�aO 's� pda a°=� 9-�0 �-�,�� �� p�) oV8 �=da � .��.—�^� p�0'f `o �" �' e° �\���,e�_ �d°n aezasaa C Jannette S. Goodall City Secretary Date: 12/30/2025 LANDOWNER Autobahn Realty Partners II, LLC a Delaware limited liability company By: FW GP Holdco, LLC a Delaware limited liability company its Governing Person� �c-/�--- � By: Thomas R. Hegi � Its: Vice President Date: �%��'� � 2� Z5' 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: 12/24/2025 � OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX RETAINING WALL MAINTENANCE AGREEMENT rJ Rev. 03/15/2022 BN STATE OF TEXAS § COUNTY OF TARRANT § December 29th 2025 This instrument was acknowledged before me on ' by Jesica McEachern, Assistant City Manager of the City of Fort Worth, on behalf of the City of Fort Worth. �i �2 / � /1 .CGT'�,�d �% �R P� RATHLEEN BRADFORU r Noiary Puhlic r�r STATE OF TEXAS `� � Notary I.D. 72797197 �F MYComm. Exp. Apr. iz� 2027 Notary Public, State of Texas LANDOWNER STATE OF TQ/�� COUNTY OF 1 WV Y I� 0 � BEFORE ME, the undersigned authority, a Notary Public in and for the.State of �� � , on this day personally appeared ��►Y1�,� n•���. (name), V � C"� ���Ji����/ Vl, (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 ��,� I f �i �_ ��� �GUi � v ►l�S � I ) � (entity), a ���Q�i� �, I�{1�,�� � �(�V! � i(� '��� (entity type) and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this �2CxJUV� 2 �� day of ., Zo1�. -� O.�**Y pV¢ STEPHANIE ROBINSON s�� NotarylD #2606558 N,, � My Commission Expires '�.*oF� September 26, 2026 . ~ ��V(,Ul��' Notary Public, State of RETAINING WALL MAINTENANCE AGREEMENT 6 Rev. 03/15/2022 BN EXHIBIT "A" LEGAL DESCRIPTION RETAINING WALL MAINTENANCE AGREEMENT Rev. 03/15/2022 BN LEGAL DESCRIPTION RETAINING WALL MAINTENANCE AGREEMENT BEING a 0.0642 acre (2,795 square foot) tract of land (TRACT 1) and a 0.0933 acre (4,063 square foot) tract of land (TRACT 2) situated in the Jacob Willcox Survey, Abstract No. 1742, City of Fort Worth, Tarrant County, Texas; said tract being a portion of a tract of land described as Tract 1 in Special Warranty Deed With Water Reservation recorded in Instrument Number D225125906, Official Public Records, Tarrant County, Texas; said tract being more particularly described as follows: TRACT 1 BEGINNING at a point for corner from which a 5/8" iron rod set with a cap stamped "KHA" in the southeast right-of-way of State Highway 121 (variable width right-of-way) bears South 42°42'07" West, a distance of 74.01 feet; THENCE South 53°06'51" East, a distance of 5.00 feet to a point at the beginning of a non-tangent curve to the left with a radius of 28.00 feet, a central angle of 75°00'00", and a chord bearing and distance of South 00°36'51" East, 34.09 feet; THENCE in a southerly direction, with said non-tangent curve to the left, an arc distance of 36.65 feet to a point for corner; THENCE South 38°06'51" East, a distance of 60.24 feet to a point at the beginning of a tangent curve to the right with a radius of 102.00 feet, a central angle of 20°00'00", and a chord bearing and distance of South 28°06'51" East, 35.42 feet; THENCE in a southeasterly direction, with said tangent curve to the right, an arc distance of 35.60 feet to a point for corner; THENCE South 18°06'51" East, a distance of 238.51 feet to a point at the beginning of a tangent curve to the right with a radius of 33.00 feet, a central angle of 101 °02'27", and a chord bearing and distance of South 32°24'23" West, 50.94 feet; THENCE in a southwesterly direction, with said tangent curve to the right, an arc distance of 58.20 feet to a point for corner; THENCE South 82°55'37" West, a distance of 53.84 feet to a point at the beginning of a tangent curve to the right with a radius of 33.00 feet, a central angle of 85°10'11", and a chord bearing and distance of North 54°29'18" West, 44.66 feet; THENCE in a northwesterly direction, with said tangent curve to the right, an arc distance of 49.05 feet to a point at the beginning of a reverse curve to the left with a radius of 1,505.02 feet, a central angle of 01 °14'33", and a chord bearing and distance of North 12°31'29" West, 32.63 feet; THENCE in a northerly direction, with said reverse curve to the left an arc distance of 32 64 feet to a oint for corner� RETAINING WALL MAINTENANCE AGREEMENT JACOB WILLCOX SURVEY, ABSTRACT No. 1742 CITY OF FORT WORTH TARRANT COUNTY, TEXAS ° ' p � ■ Kimle >>>Horn 110 N. College Avenue, Suite 1800 � Tel. Na (903) 617-5839 Tyler, Texas 75702 FIRM # 10194040 www.kimley-horn.com Scale Drawn bv Checked bv Date Proiect No. Sheet No. N/A LHB SCR 10/20/2025 060026000 1 OF 7 BOGUSKI, LUKE 10/20/2025 4:15 PM K:\FTW_SURVEY\060026000-OAKMONT AUTOBAHN\DWG\06002600u-OAKMONT_ UTOBAHN_R MA.DWG LEGAL DESCRIPTION RETAINING WALL MAINTENANCE AGREEMENT THENCE North 76°51'15" East, a distance of 5.00 feet to a point at the beginning of a non-tangent curve to the right with a radius of 1,509.99 feet, a central angle of 01°14'33", and a chord bearing and distance of South 12°31'29" East, 32.74 feet; from which a 5/8" iron rod set with a cap stamped "KHA" in the southeast right-of-way of State Highway 121 bears North 27°23'58" West, a distance of 241.87 feet; THENCE in a southerly direction, with said non-tangent curve to the right, an arc distance of 32.74 feet to a point at the beginning of a reverse curve to the left with a radius of 28.00 feet, a central angle of 85°10'11", and a chord bearing and distance of South 54°29'18" East, 37.89 feet; THENCE in a southeasterly direction, with said reverse curve to the left, an arc distance of 41.62 feet to a point for corner; THENCE North 82°55'37" East, a distance of 53.84 feet to a point at the beginning of a tangent curve to the left with a radius of 28.00 feet, a central angle of 101 °02'27", and a chord bearing and distance of North 32°24'23" East, 43.22 feet; THENCE in a northeasterly direction, with said tangent curve to the left, an arc distance of 49.38 feet to a point for corner; THENCE North 18°06'51" West, a distance of 238.51 feet to a point at the beginning of a tangent curve to the left with a radius of 97.00 feet, a central angle of 20°00'00", and a chord bearing and distance of North 28°06'51" West, 33.69 feet; THENCE in a northwesterly direction, with said tangent curve to the left, an arc distance of 33.86 feet to a point for corner; THENCE North 38°06'51" West, a distance of 60.24 feet to a point at the beginning of a tangent curve to the right with a radius of 33.00 feet, a central angle of 75°00'00", and a chord bearing and distance of North 00°36'51" West, 40.18 feet; THENCE in a northerly direction, with said tangent curve to the right, an arc distance of 43.20 feet to the POINT OF BEGINNING and containing 2,795 square feet or 0.0642 acres of land, more or less. RETAINING WALL MAINTENANCE AGREEMENT JACOB WILLCOX SURVEY, ABSTRACT No. 1742 CITY OF FORT WORTH TARRANT COUNTY, TEXAS Kimle >>>Horn 110 N. College Avenue, Suite 1800 � Tel. Na (903) 617-5839 Tyler, Texas 75702 FIRM # 10194040 www.kimley-horn.com Scale Drawn bv Checked bv Date Proiect No. Sheet No. / N/A LHB SCR 10/20/2025 060026000 2 0F 7 BOGUSKI, LUKE 10/20/2025 4:15 PM K:\FTW_SURVEY\060026000-OAKMONT AUTOBAHN\DWG\060026000-OAKMONT_AUTOBAHN_R MA.DWG LEGAL DESCRIPTION RETAINING WALL MAINTENANCE AGREEMENT TRACT 2 BEGINNING at a point for corner from which a 5/8' iron rod set with a cap stamped "KHA" bears South 59°41'12" East, a distance of 338.30 feet; THENCE South 38°56'07" West, a distance of 5.00 feet to a point at the beginning of a non-tangent curve to the right with a radius of 332.00 feet, a central angle of 32°13'11", and a chord bearing and distance of North 34°57'17" West, 184.25 feet; THENCE in a northwesterly direction, with said non-tangent curve to the right, an arc distance of 186.70 feet to a point at the beginning of a reverse curve to the left with a radius of 68.00 feet, a central angle of 78°13'41", and a chord bearing and distance of North 57°57'33" West, 85.80 feet; THENCE in a northwesterly direction, with said reverse curve to the left, an arc distance of 92.84 feet to a point for corner; THENCE South 82°55'37" West, a distance of 44.37 feet to a point at the beginning of a tangent curve to the left with a radius of 33.00 feet, a central angle of 46°02'27", and a chord bearing and distance of South 59°54'23" West, 25.81 feet; THENCE in a southwesterly direction, with said tangent curve to the left, an arc distance of 26.52 feet to a point for corner; THENCE South 36°53'09" West, a distance of 1.27 feet to a point at the beginning of a tangent curve to the left with a radius of 18.00 feet, a central angle of 42°03'55", and a chord bearing and distance of South 15°51'12" West, 12.92 feet; THENCE in a southerly direction, with said tangent curve to the left, an arc distance of 13.22 feet to a point for corner; THENCE South 05°10'46" East, a distance of 35.69 feet to a point at the beginning of a tangent curve to the right with a radius of 353.00 feet, a central angle of 59°19'26", and a chord bearing and distance of South 24°28'57" West, 349.39 feet; THENCE in a southwesterly direction, with said tangent curve to the right, an arc distance of 365.50 feet to a point for corner; THENCE South 54°08'40" West, a distance of 43.25 feet to a RETAINING WALL MAINTENANCE point for corner; AGREEMENT THENCE North 35°51'20" West, a distance of 5.00 feet to a JACOB WILLCOX SURVEY, point for corner; from which a 5/8' iron rod set with a cap ABSTRACT No. 1742 stamped "KHA" in the northeast line of a tract of land described CITY OF FORT WORTH in Warranty Deed to Texas Electric Service Company recorded TARRANT COUNTY, TEXAS in Volume 2974, Page 298, Deed Records, Tarrant County, � Texas bears South 53°33'25" West, a distance of 103.53 feet; Kimle >>> Horn 110 N. College Avenue, Suite 1800 � Tel. Na (903) 617-5839 Tyler, Texas 75702 FIRM # 10194040 www.kimley-horn.com Scale Drawn bv Checked bv Date Proiect No. Sheet No. N/A LHB SCR 10/20/2025 060026000 3 0F 7 BOGUSKI, LUKE 10/20/2025 4:15 PM K:\FTW_SURVEY\060026000-OAKMONT AUTOBAHN\DWG\06002600u-OAKMONT_ UTOBAHN_R MA.DWG LEGAL DESCRIPTION RETAINING WALL MAINTENANCE AGREEMENT THENCE North 54°08'40" East, a distance of 43.25 feet to a point at the beginning of a tangent curve to the left with a radius of 348.00 feet, a central angle of 59°19'26", and a chord bearing and distance of North 24°28'57" East, 344.44 feet; THENCE in a northeasterly direction, with said tangent curve to the left, an arc distance of 360.32 feet to a point for corner; THENCE North 05°10'46" West, a distance of 35.69 feet to a point at the beginning of a tangent curve to the right with a radius of 23.00 feet, a central angle of 42°03'55", and a chord bearing and distance of North 15°51'12" East, 16.51 feet; THENCE in a northerly direction, with said tangent curve to the right, an arc distance of 16.89 feet to a point for corner; THENCE North 36°53'09" East, a distance of 1.27 feet to a point at the beginning of a tangent curve to the right with a radius of 38.00 feet, a central angle of 46°02'27", and a chord bearing and distance of North 59°54'23" East, 29.72 feet; THENCE in a northeasterly direction, with said tangent curve to the right, an arc distance of 30.54 feet to a point for corner; THENCE North 82°55'37" East, a distance of 44.37 feet to a point at the beginning of a tangent curve to the right with a radius of 73.00 feet, a central angle of 78°13'41", and a chord bearing and distance of South 57°57'33" East, 92.11 feet; THENCE in a southeasterly direction, with said tangent curve to the right, an arc distance of 99.67 feet to a point at the beginning of a reverse curve to the left with a radius of 327.00 feet, a central angle of 32°13'11", and a chord bearing and distance of South 34°57'17" East, 181.47 feet; THENCE in a southeasterly direction, with said reverse curve to the left, an arc distance of 183.88 feet to the POINT OF BEGINNING and containing 4,063 square feet or 0.0933 acres of land, more or less. NOTES Bearing system based on the Texas Coordinate System of 1983 (2011 adjustment), North Central Zone (4202). A survey plat of even survey date herewith accompanies this metes and bounds description. The undersigned, Registered Professional Land Surveyor, hereby certifies that the foregoing description accurately sets out the metes and bounds of the easement tract. RETAINING WALL MAINTENANCE AGREEMENT JACOB WILLCOX SURVEY, �oi2oi2o25 '��•�� F��� ABSTRACT No. 1742 �P•�� R ,, S LEY �RAWFORD RUSSELL Gj; �- � Fa :.N CITY OF FORT WORTH REGISTERED PROFESSIONAL •••••••••••••••••••••••••••••••••• TARRANT COUNTY, TEXAS LAND SURVEYOR NO. 7080 STANLEYCRAWFORDRUSSELL 110 N. COLLEGE AVENUE, ��������.��F���������������� � Kimle >>> Horn SUITE 1800 ? 7080 �" TYLER, TEXAS 75702 `9�i� ,E s s:°�l� 110 N. College Avenue, Suite 1800 Tel. Na (903) 617-5839 PH. 903-617-5839 S URv Tyler, Texas �5�02 FIRM # 10194040 www.kimley-horn.com Scale Drawn bv Checked bv Date Proiect No. Sheet No. StanC.Russell@Kimley-Horn.com N/A LHB SCR 10/20/2025 060026000 40F7 BOGUSKI, LUKE 10/20/2025 4:15 PM K:\FTW_SURVEY\060026000-OAKMONT AUTOBAHN\DWG\060026000-OAKMONT_AUTOBAHN_R MA.DWG LEGEND P.O.B. = POINT OF BEGINNING IRSC = 5/8" IRON ROD W/ "KHA" CAP SET � �1 ��,�Q' � � ���, P `��Q O� P ��, �� ����� � P.�.B. � � i C10 / S42°42'07"W � U 74.01'�� IRSC� // .` �� � iRsc � � v� � � IRSC 0� �� � P�P � � , IRSC `� ` �r � / � F� � ��.� �" ��, ��.�.,� _ AUTOBAHN OAKMONT NORTH � 30 60 GRAPHIC SCALE IN FEET �\\�i� INST. NO. D225125906 TRACT 1 \ 0.0642 ACRES \ 2,795 SQ. FT. � / � \ � �� \ \ ��� � ° FUTURE LOT 1, BLOCK A r'�� � AUTOBAHN OAKMONT `rrp� �� �� .�j \ � \ � \\ \ � � L5�\\ \ NOTES Bearing system based on the Texas Coordinate System of 1983 (2011 adjustment), North Central Zone (4202). A metes and bounds description of even survey date herewith accompanies this survey plat. The undersigned, Registered Professional Land Surveyor, hereby certifies that this survey plat accurately sets out the IRSC � � iRsc r <� W � IRSC � rn � 'c � �Q C�' � � Q Y z U � m Q �o 1� _ O Q Wm O � � � L6 ; � L4 IRSC � � Y Z C� � O Y m � � O �z � o= a �`b � o V� � a � i I � metes and bounds of the easement tract. RETAINING WALL MAINTENANCE AGREEMENT JACOB WILLCOX SURVEY, 10/20/2025 '��•�� F��� ABSTRACT No. 1742 �P•�� R ,, S LEY �RAWFORD RUSSELL Gj. �- � Fa ;N CITY OF FORT WORTH REGISTERED PROFESSIONAL •••••••••••••••••••••••••••••••••• TARRANT COUNTY, TEXAS LAND SURVEYOR NO. 7080 STANLEYCRAWFORDRUSSELL 110 N. COLLEGE AVENUE, ����������������������������� � Kimle >>> Horn SUITE 1800 �p 7080 P; TYLER, TEXAS 75702 `9�i� :E s s:°�,10 11p N. College Avenue, Suite 1800 Tel. Na (903) 617-5839 PH. 903-617-5839 S URv Tyler, Texas �5�02 FIRM # 10194040 www.kimley-horn.com Scale Drawn bv Checked bv Date Proiect No. Sheet No. StanC.Russell@Kimley-Horn.com 1"=60' LHB SCR 10/20/2025 060026000 SOF7 BOGUSKI, LUKE 10/20/2025 4:15 PM K:\FTW_SURVEY\060026000-OAKMONT AUTOBAHN\DWG\06002600�-OAKMONT_ UTOBAHN_R MA.DWG LEGEND P.O.B. = POINT OF BEGINNING IRSC = 5/8" IRON ROD W/ "KHA" CAP SET FUTURE LOT 1, BLOCK A AUTOBAHN OAKMONT C1 L12� C12� 1 .� _� _' ! f � L13 � L15 �C18 I_16 C19 � c,Q c,� IRSC IRSC � IRSC ��IRSC r � � J I UtiHF11V UHKMONT \ I � � , �G� G �� ,� � \ o��m 6' � �zZo� P.O.B. o �' �� iRsc C iRsc � � L14 � S59°41'12"E 338.30' FUTURE LOT 1X, BLOCK A AUTOBAHN OAKMONT L9 i i / IRSC S53°33'25"W 103.53' i i RETAINING WALL MAINTENANCE AGREEMENT JACOB WILLCOX SURVEY, ABSTRACT No. 1742 CITY OF FORT WORTH TARRANT COUNTY, TEXAS NORTH 0 35 70 Kimle >>>Horn 110 N. College Avenue, Suite 1800 Tel. Na (903) 617-5839 Tyler, Texas 75702 FIRM # 10194040 www.kimley-horn.com GRAPHIC SCALE IN FEET Scale Drawn bv Checked bv Date Proiect No. Sheet No. 1" = 70' LHB SCR 10/20/2025 060026000 6 0F 7 BOGUSKI, LUKE 10/20/2025 4:15 PM K:\FTW_SURVEY\060026000-OAKMONT AUTOBAHN\DWG\06002600u-OAKMONT_ UTOBAHN_R MA.DWG � LINE TABLE NO. BEARING LENGTH L1 S53°06'S1"E 5.00' L2 S38°06'S1"E 60.24' L3 S18°06'51"E 238.51' L4 S82°55'37"W 53.84' L5 N76°51'15"E 5.00' L6 N82°55'37"E 53.84' L7 N18°06'51"W 238.51' L8 N38°06'S1"W 60.24' L9 N35°51'20"W 5.00' L10 N54°08'40"E L11 N05°10'46"W L12 N36°53'09"E L13 N82°55'37"E L14 S38°56'07"W L15 S82°55'37"W L16 S36°53'09"W L17 SOS°10'46"E L18 S54°08'40"W 43.25' 35.69' 1.27' 44.37' 5.00' 44.37' 1.27' 35.69' 43.25' CURVE TABLE NO. RADIUS C1 28.00' C2 102.00' C3 33.00' C4 33.00' CS 1505.02' C6 1509.99' C7 28.00' C8 C9 C10 C11 C12 C13 C14 C15 C16 C17 C18 C19 C20 28.00' 97.00' 33.00' 348.00' 23.00' 38.00' 73.00' 327.00' 332.00' 68.00' 33.00' 18.00' 353.00' DELTA 75°00'00" 20°00'00" 101°02'27" 85°10'11" 1 �14'33" 1 °14'33" 85°10'11" 101 °02'27" 20°00'00" 75°00'00" 59°19'26„ 42°03'S5" 46°02'27" 78�13'41" 32°13'11" 32°13'11" 78°13'41" 46°02'27" 42°03'55" 59°19'26„ CHORD BEARING CHORD S00°36'51"E 34.09' S28°06'51"E 35.42' S32°24'23"W 50.94' N54°29'18"W 44.66' N12°31'29"W 32.63' S12°31'29"E 32.74' S54°29'18"E 37.89' N32°24'23"E 43.22' N28°06'S1"W 33.69' N00°36'51"W 40.18' N24°28'57"E 344.44' N15°51'12"E 16.51' N59°54'23"E 29.72' S57�57'33"E 92.11' S34°57'17"E 181.47' N34°57'17"W 184.25' N57°57'33"W 85.80' S59°54'23"W 25.81' S15°51'12"W 12.92' S24°28'57"W 349.39' LENGTH 36.65' 35.60' 58.20' 49.05' 32.64' 32.74' 41.62' 49.38' 33.86' 4320' 360.32' 16.89' 30.54' 99.67' 183.88' 18670' 92.84' 26.52' 1322' 365.50' RETAINING WALL MAINTENANCE AGREEMENT JACOB WILLCOX SURVEY, ABSTRACT No. 1742 CITY OF FORT WORTH TARRANT COUNTY, TEXAS Kimle >>>Horn 110 N. 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BLOCK A LOT\ ----- 10' X 10' BOX CUWERT J J ----- �H0 ER,��a�s�a�E , =a90 I �ze � � � � ns P"' Fh �}� \� izo ` �zo z� �m a._�n�oof��� � avr o�ln� ____= � � iovhu � ]OS —����_ ]00 � �.. �is ]10 ]OS ]00 r" �R ti'� or fi95 —��� � 695 690 � `� � renL � II�� � 690 ESRI� �a'�ou ortiarvs �rvoea _ ,no�ni= , ���n� �_ a �����,�= 6.3� 685 685 �l } \. / / C � PROPOSED WEIR WALL I � � ��FE , a� v LEGEND p �Ro��Maau�. _ � ____ L �,�H;�w���wA.� _�a _ Z STORMDR4INAGENOTES� �� oma A....�.�a.�ox.oawo�.F.�.Ati��«...�otioF�.���,� ` W �.��. �aHe,a���a„onrv���rv��MMm�en�.o�a,.o���Parv�A� � .�.oMv�ro�e.���a���a�as.,�� � ,ao.n � m S�W �oo�a=��aE�Ro�.Eo�oF,�=�E���E�.��.=.A��.�RE � � �:R e.ao�EA��a�,oE�,o==�«aE � ���:��:� � aaE�Eo�.aaM�e�a � � a� - Z � Q � � 0 i ~ti-�—___' - � 3 z ¢ � Z o0 S U Q o� � � � U Q O~ CAUTION ~ ������x�� Q T°�� ~ � � � 1 � � J Z �'� Kooewnar�below. U � C8��6efore you dig. 111 � �.-. - � m P������w.�'���aoF � V _ BM. E,E,,,,�u ,,,n� C2.35 MATCHLINE SHEET C2.01 —�. � --r--------------�— —� -- � � � � � — � .,sa, �������������������������������������������� � o, � .�.di� ;_ / �� � �� � �,�e ��`� � � ,�� „esz a� � , � �- /� , � .5 � .�d a�� � �=��sn' �� � �� �II ' RW2 I i �I u �, »uc�1��-aol� , FF�� ; \ � .� � �� � \ � rn� s � \ \ � \ n � �,��weI�� „e„ �,,,.� � � � �9\ 6\ � \ \ � � \ \ � � � \I ',� PORSCHE \,�� W nl,s3�»s.a � '\'° 83�36 BF ���� z.srs-�,a o � '\'° BLOCK A6L0T 1 � � � � � � \ f � -r�s�ay � � � 0 � � o � � o i � I i i i I / I � / I / / ` \ � I I � � � I I� � � I � I � .�— — \, , , �, -- / � � 1 1 / II/I I ' I \\\ \ � �i� N� �� NOTE FROM FALKOFSKE�. TF s plan was developedd� ly`romKimleYHorn GradingPl d tedSept.19,2025 sheet C2.01. This �la� �is for [he sole purpose of showing what reta ining w� Isectio�nn�hesite seneces�sary C nhrac�tor�shalltreviewf'nral�CivlPlans for o[her notes with reR�rtl to tFe zi[e prlor [o constructing Masonry Stone Re[aining Walls. FOR ALl VIVE CROSSING DETAllS SEE RW16. KEN MAP T � 1 � � � � � � L_1J_L_ l_ J � W. 4�: y` J LL z ¢ z ¢ � 3F � zoX Z" ZqF E �- 61 � [+FiOF -�= 0,;3 z�¢3 o�_ �„'r- �F.._ ¢oo �<�.� 3e _ �PEoirFqs� , �'.,.....,:.li :.: � EFIX'GAFCIA �,'..�.... a.Ofo ..�..' ic.p. '11�� 23 l015 �OB N0.58f1.25 SP1 � � � � _ - - _ - RW]OR �� � 1 CONTRACTORS I �� — � V � � � o�riom I A ,� 2�A, / � z/aw» C2.03 i � �� �� i— � � , � ,�,� ��� ����� ��as�,.�aa�oarvE��,� .� .�� � : � � � \ �� � �P�� � � � I ��— � I` � � � � � � � � � K>. \ � a, -, _ _ s� I _ � 1 . _ -�r��e \ � � Y I I y, I �\ \ \ / \ \ . I� � I ��~�� � � ` ��\\ ��� \\ \s I \ \ \\ \ �\\ \\ BLOCKALOTIX BLOCK A LOT 1 \ � I ��1 \ / � �asa \\\������ � � io n� �a\ �� A ��,,,� - - — � � � Av. � _ � �_ �,�,,,�� ' �. ,a 1 :� �/d/!'/7 I• \ � I � F " RW14 10�4 w9 I�°:o I �� ,o�,�a �� � � ewio � �� � II s-� �- t,,,.� � _ ,�„ ,� ��� \ w I r � � ,,., > ,o , �, �„ � ' �� � � , R���z t � � ��»ru �� �/_^ � 6 s.z J� : J;l�:i; �\�\ \ / �L ��� ,a���,� ;,o� ah, ,a�s , , . � aw9 , . RN2 / �lo � / P � � ll .I / / RW3 rc_.. vr� 1 ' I / / �i ¢�J �/ cc aia �/ � � � _naee ' � - � � �a ,9� „A.a� �.3ao �`�_�»s ,a ��� i!�� ,�a �� � ' u / ii� � ,F. ,F. o\ea �d�� v �e"a a� =.e� y,.^e a�'„ le T,p. „o���� aaz, � I /, � �� ,�5 3v� , ,.,� �� '� ' �� ��� ' ��»o.� o� ,zo , � �rv. �P. s i -ru o�� v ino�a ■ �-�i � � � � � � � � � � � � � � � � � MATCHLINE SHEET C2.01 �u„ �.�,� „� � �� � �. \ � mosZ� 'L�v>e \ I � � �� RWS • � �� � � RW3 rzxz. ��� � � o oE.a� •wawiz \\ � � � � � �,,.5, \ ' y J � � ��aai- � ' O ' � N � U � F � W '\ �JJ \ � _ � \\ � W � \� Z J\ � � �\H � \ ��� ��� �o la� NOTE FROM FALKOFSKE. Thls plan was developetl tlirecttyfram Kimley Horn Gratling Plan dated Sept. 19, 2025, :nee� cz.oz. m��: pia� �: to. tne:oie purpase of showing what retaining wall sec[lons fo use wherc antl to co en[onthesi[easnecessary wl[h r�egards [o the reta�ining walls. Contrac[or shall review final Gvil Plans for other noces witn regartl to [he site prior to cons[ructing Masonry Stone Re[alning Walls. FOR ALL PIVE CROSSING DEfAi15 SEE RWlfi. � �1 \� \ KEN MAP �� !► ���������������,�,�� /.. I�� � � ,� .1� �����.z� � �` 1 ��� �� % � � r�oounar� \ \ \ ' �FP��M�� . \ \\� � � � ` 1 1 � � ! � � � W. 4�: y` J � ¢ N Z Q � � =o � zox � ZaF E F= 61 c . � ��K co� ��3 z�a3 �, �ti F ¢oo �< � 3e pto rFx � � � IX GAFCIA •' �,' oEA'aSoio..:;... q}y.,,p� c i`�=' '1 "`�1_�ozsiozs Ioe No. ssu.zs SP2 � MATCHLINE SHEET C2.04 ��I ���y� �� \� � � � � � � � � � � � � � � � � ,,� � _aa � �,� o, � �� ��I�� � ��� � '� � � �� �� � a� ol.� I nsisa�`-no., ns�e- r�i��+e �u� \ / �rzs�, \ 6� K-nsae g\ �S� �O � � � �/� � � � � s /��.� �,.o„���.s ��r� �=�,z, �� �I � rz.eo �uoi ns� o�3s.�v �`.�yso ' NOTE FROM FALKOFSKE: Th's plan was develop tl d' tly from K'mleY Hom Grad-ngPl d dSept 19 202� � J shee�C2.03 Th'splan sforthesole I �.s� ■ �u�Pm e i h B h � f allsec h d e C th C y \ '�hreg d h t' g -II� a F\ �•`., ➢90, � .. ,. Contrzc[ hll f IC IPI /� & \ u �3 lorothe h rdtathe \ \\ � \% l pr orto co shuct ng Masonry Stone e � \ 1 � �\\. � p o�� \� ��������� �����������' Reta n n& W alls \ //����� '� � � P \ K-ru�a rzs3e�' 'Ern�e nso+3' 'Srzano�// \ m ne.nJ \'0 FORALLPIPECROSSINGDETAILSSEE I '� \ � RW36. \ I � � I I \ RW,�ft \ CONTRACrORS . OPTION ]/R'Jtt � �\ I � \ � i I I: � I r� � r � �n; � �. \ � � � :.,\ iBBi"�� -,�„ \�� `. �; ' , /��� \ .\ �� / ro _\ _ �,. ,s `,,,,,� ����,�,.,,,V a iiw�oH..._ � \ A� CONTRqCTORS � �`-���.s OPTION I z\\\ ..�\� 2/RWll , 6s3�� °"a= ���\ � �� oo}�ss� oo M� � � � � � � � � � � � � � �' .� ��M �,�,. = l` � / „<„� ( ,,,,�z �i � �`� � MATCHLINE SHEET C2.02 \ \ 1 � � ' .,\ \ \ � 1 � NI � U �s � ~ 1 /' \ W W \ 9F43°� � 1 \ W BLOCKAL0T4 Z \ J ' KEN MAP � �o.,.� n.as� ,�,.� � � � _ �°° � 1 i i � �� � ' L—�J—L— 1_ _ �„ JN � \ / � � � � „ ,,,,,� � „ ,\\\\\\\\\\\\\\\\\\\\\\\\\\\\\� p,� r� �.��, .r.s,� ,�. bao 'M_, �.,z� � n, .co n, l :r �s Lr.�cs _ 1 � � � ���� ��,z��z� ����� � � � � f � � � W. �i y` J LL a � � � � � zoF� zox Z q F E �- 61 c �-_ ��� c=� �n3 z�¢3 �, oEti r- ¢oo E<ti�i �e s5�v!E0`rFys� : r � `?',�'i EFIX'GAFCIA 'y.. o.. a..o .o.. .., E ��,- ��io za zozs Ioe No. ssu.zs SP3 — T-- .�,—r--;.--_- � , 1-�. ; —�.e� �,;�:�� �¢ / ty E � � �� � ��_ r Z ' m � x' m � c>' 0 j�°�� �,==�1 ' �, � N , � �� 1 ,� »,=e . � fi � ��/iiiiiiig�iJ�ii�iiiiiiiiiiiiiiiiiiiiiii�iJliiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii�iii� , i �, __ � J� , , I � � � � � � I m � F T z % n aon 1 % o � p % °~° �m % ' % % '. / i i 1 e � " _,, / � / / ' i%i/iiii�iiiiiiiiiiiiiiiiiiiiiiii� %/iiiiiiiiiiiiii�! i i� 3 � _� � ;,�1��� � �iiiiiiiiiiiiiiiiiiii�iiiiiiiiiiiiiiiiiiiiiiiii/ii � � ' � �� ;�; � ,� E, g ~ ' s�� s � ----- i -----------------------------------------�-- � r� � � -� v=�� , -�-�� � � � � � ! � �� ��� �I 1 � � 1 � � , k � 1 I � I .V 1'z, i il ��� � ; > > m IvL _ 1 � � ��.� � � v . � � i ' I y% ///////////////////i�/////////////////..�///� �` � ' �F. � � r ■ / ' m / o < / I 1 n v No / / o�r � MATCHLINE FEET C2.10 � i � � � � � � � � � � � � � � � � � � � � I � 7 ■ N �I I� � .. I �� F " _ - ; 3 0 9 _ _ - �= a3 - �� F A a F£�`9m" 3 x _- e3s G �f� _ _ m -v � �v MASONRY RETAINING WALLS - SITE PLAN r �y � AUTOfiAIIN OAI<MONT Falk f k [�. y' in� In�, (n 7"' 101 MAIN STREET S[r t I � K r'n�;Consul[ants .c � FOIi'1'W011'1'H."frXAS = Te Rg.t�t i1'M1O3N � �; '/22 N th F I I Raad �� N N�$R WALLCORETAININGWALLS,INC. nrl Kt Texas76012 cn 3 ms y`e,p�. _ 4IIOOS.�.LOOPfl20 FALKOFSKE (g17)261-8300 �...�-- FORTWORTH,TEXA576140 ` � �. � � `. `. , � �� ` � �� � � � _ r Z m � x � c� � 2�� � MATCHLINE SHEET C2.06 � � � w � w w � � � � qII� � � 1 � � � � � � _n,�z o,'� ,z /� � ,�t>, � ,v,� ,�s.a i n \ \ \ \ \ \ \ _ 'Eru xoA3 �"tn, �a� ' /� .❑ �� ' / �`" , I — �n � I m.a. uv ��s� e ��v zi ITI ''� b/ � , i'�n�wJ� � / I_.. �—�xc� I � u. ���U�a e<. � 1 , � �! I \ — _-�� / �u.�e . �n.so �v.,a ,uw� I �\�,:, � /' �� \ -- -J ,=a� �� �,�� nes� ��, s„ ,��� � �,�a�� � � � � t� 1 � , � �-.z, ��— �n� i t � � ����� l � I / ,e_ - mnz l/nns �/nas �rnno � I ac �_ m.ov rz ' �l\�����������\��������������������������������������\�n.�s I iI\ I � \ \ �/I ; �III 1 �� �eoo � � / � `,ie.oc �L'z"S I ' \ � ' I � �„\..�.. �zs�3 �.z �� \ �„6 � � ' \III � � Rw2 � � � � �noo I � � � \ - aoo \ \�� ,� i � � I\ PARKING GARAGE � 1 / \ 248,000 SF \ � ' � BLOCKAL0T8 � � � � � � � � � I � ��� _�aoo � `� f �c \ \ � \ \ I i i i i�' i�r' \ \ i +i I ' ''� � \ \ \ � � � . . � A,�Da \ \ � �� I, — � � �,n,� � � �r.,L-�-��-----------�-- MATCHLINE SHEET C2.04 ' \ \ � �an v.as\� / ' ' �m .a� ,rs ��,,._��'tV rms��' �ze�z ns.sa '�-xc.�a '�ea�, °"� � i �' � i \ 'i � W ' W 2 � W ' Z H �,z,�,a�-o Q � ��\\\\\\\\\\\\\\\ � „ � ' 5� � \ ' \ \ ' � � ' � � 'VOLKSWAGEN \ 48E8495F � BLOCKALOT6 ' � � � \ i n � ' i \ \ I \ � ' i � \,� i � ,� I�,=s �� � � t,,; ��"»�e ��������� � � ��� ������ �S� a° � NOTE FROM FALKOFSKE: Thls plan was developed directly from Klmley Hom Gratling Plan da[ed Sep[.19, 2025, sheet C2.0.5. This plan is for [he sole purpose of shoeving wha[ re[aining wa�� se«io�s to �se whe�e a�d m m o0 0o mes�oe as necessa�� withmegards m the retaining walls. Con[ractor shall review final Civil Nlans for other notes with regard to the s�ite prior to consiruct'ing Masonry 5[one Retalning Walls. FOR ALL PIPE CROSSING DETAILS SEE RW36. KEV MAP i T — II""L I L_�J—L-1L— — � W. �i y` J LL — Z ¢ � 3F � zoX Z" ZqF E F= 61 : = �s� � �n3 ��a� �, o�ti F ¢ao �<�� 3� pto rFx �. � ;oo '�� �ozs Ioe No. ssu.zs SP5 � �j� �^a / MATCHLINE SHEET C2.07 � � r � � � � � � � � � � � � �, � �� �,���� -„ /' — ��on rznJ / n �si iieaz_4\s'�5 ,,.,,. / rz�� �i/Iry J „ 9 ,.,1�,�, O� ��. �u _ .. __ � ��i I-,.m.c�, � � �� � nag� / BLOCK A LOT 9 � %m 0 i./`� / � ,� � ;,:� / � � � �—� / - �� % ��. � / � ,,,�,� � /� �ti ,,,,� /, ,. / ,m,a, / a,� �. � � � � � � � i \ \\ ' 3 \ I \� I s� \iw � �o _,�, ,..oa� .��w� �,n,. � �,�,n �� �— —�-- � / / � �rz3 �\' ��� �o w FE � NOTE FROM FALNOFSKE: This plan was developed direc�ly from Kimley Horn 6rad'ing Plan dated Sept. 19, 2025, sheet C2_06. This plan Is for �he sole puipoeofshow what s ing retaining �va sections [o use where and to RWZ voth�regartlstotheeetan'engwalls. �1za ��y� /�� rz o ntmctorshall reviewfinal Cvil Plans f r other notes with regard to the site 9� priortoconstruRingMasonry5tone / � �Jb3 �_ — � Retain'ing Walls. � ' FORALLPIPECROSSINGOETAlI55EE / � .zaxa-� RW16. � i�e I � ��si � � � ,��,= J �.�F f ,a =��' �,a �v n� �rz,,, � � .�,�� , - � � , � �,�as ,.�„» _ �.�, ��� � �,��� . �� � �a� \ /� �� ,� �' ` � � `V � ' RW2 I � �.znJ /%�rze �..�J \ / � � � a � , ;� � , � , � J� � � �L � r�.�a�a�,,_ �,u,�.,_ A _� �,� _ MATCHLINE SHEET C2.05 I ,,,o� N I �, I N' n. �,,o V ,a n.. \ W w �o� ,�s� _,..,o =i ,� � ,., W � ,�, x .�� ��, � . z I Q' KEY MHP � r T � ,�.a � I � ����'' „ � ,soo,������������������������� � �� I I��� � � � ' �_��_L__L_�� i � \ ' \ � \ ' � � � ) �,�z�� n,00�^` I / ` /\ LANDROVER \ ]9,9205F ' � / � BLOCK A L0T 7 � ' � � ^` � ' � � � � ; �� , i 5� � ��� � � � � E � W. �i y` J LL a — z a �� =o � zox Z q F E F= 61 � C�K � �n3 zc¢3 �, OEti F QFoO ¢00 E<ti+ �e a � ylP EOFlF q`��i :i � S�.•.'li EFIX'GAFCIA ;;,o,aofo;, i�;: ����3=o=s Ioe No. ssu.zs SP6 � � MATCHLINE SHEET C2.09 ---- — —,-----�—r--,---- �,��, �,s� � � ,� � ����6� ,�,�� _ , oo� z.�, ,�o.� a�e .�,. .�= .; i � � ��� �.�� .��z Ensa, �� �«oq� � �,ti ,,��\\\���� ��\ ����;'; ,��� sa= �s� � � ( ,u,s ,��, ,vA, �� � � \ ii u\ ��ua � � ,� L... ^?� \� u ��xc o� rm. a / \ � ,ze.so \ o ..za / \ \ �� \ im .���— � ,� ; �.z �\; � , o �p v,s � � � �2�r .ecw � � I 9 7 � MINI � o� \ \ �10�]50 30 � 9 1 � .ai �w.m \ BLOCK A LOT 3 \ O ..0 �rzs � .>s. .zt \ \ \ \ � ' � �s„ Oo, �\\\\\\\\\\\\\\\\\\\\\\\„e� "_`° � ��_ �_ns,� �;��s� �a�z ne �„� � � _ �� , �=e� _ `�_ _� � - ,�., , ea� �� — — � b, ,�� ,e, ,,,�, »s �� �,. ,. ny � . .. � ,�s3 ' � � ��-----=� �.��----------- ,S--�a� -- N O N U F W W _ � w Z U Q � �� RW8 - - �\\\ �— ♦\ �\ \`� \\`� �`�(�������\�� � ` � ���., �� -�I � � \ \ BLOCK A LOT'IX � ��;� \ � . � \ __ £ _pd d � _ �, \ _ �� s,s � � �,a �,5 .,u,-u�«� � ��� � BLOCK A LOT 2 \� \ \ �--7---�----- �� � � I ° �— , mo ' __ / I U Q� �\ � o � W a � � I I ��os�A �� ���Aaos�aPE i ��� �''��, , � , � � {r I \ -��-LIII---_. ...� .... i I:` Y ' I / / � \ ., �� / � � --------� �' � I a� i �� �,e \ ' It I i+ I 1 �� � '�� ��� Y �o �NFE � _ NOTEFROMFALKOFSKE'.Th�isplanwas : tlevelopeddlrectlyfromKimleyh'om ' _ �G d gPl d dSept 19,202> _ h tC2.06. Th Olan s(orihesole = pJ p f h � gwhat an�ng _ �II t ; h dfo o he= � � w'th regardsto the t g Ils. .�. Contractorshallre � f' IC�IPIans m forothernoteswth g dtotheste . prortoconstruct�gMasonry5one y� Reta'n'ng Walls �'' FOFALLPIPECROSSINGDEfFIL55EE y,`, RW36. J � KEN *MAP i _TTT � I I ¢ �_��_L_ i_ � � a �� 3F � zoX Z" ZqF E F= 61 � C�K � �n3 z�a3 � o�_ F =�=�o ¢ao �<�� ��� � �PEOF�FXS _�. � a 0 6 i ' �� 23I035 �OB N0.58f1.25 SP7 � � � � � � �� � v � �„s�� �� _,�n ��� 0 1�,.�� „��, �,�,, ��,.� � � � � � � �� � � � � � � � � � � � �� Y � � �oe �a � F���,� \ a oeAo�icsooiewFeEr = � �� � v �' ��� �,�,_ �—,a,` �� m � a ,�5-� - , „�\ �_ \ � � � � � s��� --�\ � \ L = _ $ r� , _ , , _ NOTE FROM FALKOFSKE Th s plar wa ' � o\ � hm� �% � � \ de I p d' Hyfrom K'mley Horn ��✓ -_ \ I\ Gr d g PI d d Sept 19 2025, ��\ � � / � sh [C2.12 Th�,Paassneor[hnsole V < � \ Wu p f h g h ' g \ � \ � all [ [ h d[ \ co y o � � \ h W„ � ' wl[hregardsro[her� g II. Y� ��s � y� � Contrzctorshall rev f I C I PI �� � \S�° - / forothernoteswth g d[ Ih ' � Y�� � �\\ pnortoconstruc[ngMasonry5[one � 6 V, � Reta'n ng Walls LL \ � �09 FORALLPIPECROSSINGDETIIILSSEE �� � � o� RWlfi. _ � I , � \ ♦ a\\\� 1 /�o I I �� . _ MATCHLINE SHEET C2.13 � f�t r o.so ��reo � � �� � e.s� \ � � � � awz.. ��� � r ,e;;—F _ _ � �\ �� � . . rzx . . . . . � . . I \\. z}� �ne3� I � O �xa�' N I F na zx ll.� � W _ � W '\Z ,. J _ � I� ,.a. ,h:o ra�e� —,..�< � �<�� ����������������������������������������������������� I \ I I I I�nNo aovER i��szosp , BLOCK A L0T 7 ,. 5., ' � ��� ���\ \\ \ �o \ � ,�,� � � I � � \ � � � � �.�� j� \ f I / � \ � �� r\� �,, I o \ 4' \ � � _ae�ce�nN�na �. caa c `� ��s Ea\�\ � e\ � I�,... KEN MAP r T _� �''� �� � � ,,,� L—�J—L-- � ? �i � v: ., � H � i a a � i 3F � � _ � zox Z" ZqF E �- 61 CZFZ �O� � �n3 J_ z�a3 � mc ooE_ [— xr �<,�.� 3�� Z o � 3 = �P Eoi rF q��q w `< , � .., s �'�i � •,� IX GAFCIA / �EAa�O]�....�..' �q E _i`'°�' '11 ""�"ozsiozs �OB N0.58f1.25 SP8 � �� i i„! � 1�, �14,,—� i,��-1 I I— i i,,,�� i � � _ _ _ _ _ _ _ � „ni.i.nii.n,�iss vrzov oE3 Ho�Es ��I � I� vSl I� I� I II 1 I� i� ,,,.� aA„ER �, . �u � vno�oeco�srxowonrs��so��o�e.�x � v� Z 'fYPILALPLANVItiWA'I'dASt lo�'� RW l v �. ��ae, . ���a,,�� x; � __ ____ __ � ,�'„ � 'iiiliii�i i i i 1=1 I I I I— I I=I I I= - _�ii—��l h CROSS SFCTION OF WAI.I. IiW1 WI'I'IICUNtl/SIULWALKA'I'tlASLl11�WALL I H IiN'1 � aosravo*x[re — — r II W GENERALNOTES 11� Jea ' ✓e a�.rez w� •�� "•r. (( -� ....� . enn...t itno �.r � e �,�� e �n � � ,=re�av� xcox��rns� e ocPrn ���«�asooRm Fo�o�m„so��«��o .n , 1 WAI.I.SFCTIONN'/HANIIRAII.POST RWt CONTRACTbROPT10N rl�na � A �� NW1 � rvi , I II� I � II � — �-III ; II I —�—-J ��� II ,�ua,,,srz I av� ����ialo.� a.e �x 1' c�wieo] - nn.�� n�1n.��.. �=I z,"' o TYo, e,., �n����,,,.,�„:no..o�,nesee sTneah e soo,�„��e e ° ' .�° ,,, ie ' �T�-za a, e�n .pra� :e :: em « a �.m _e na�/ee x3.liebar/WeltlenWi�e Febna(Ilrteeuireu� � R . a I irvT i IYI'1(:AL I'LAN VIF:W A'f CfINNtN �+�* RWt unx n �.nN �� � � .� o,� ��� oERjP1v _ R¢fnININL��ALL S __ / o.o ��n�� � � T roiNoarorvso�s� nn / F�un[wF.oce I LECEN� /�� x.S.PonanECementMonarlorVRe�aninenWaConsnvnlonY attauxl�elatr� pp e 9 �R� I.�iiii.ia e e ai��uu �v< <ur�r. � Sv�e +�ei,r � �oi�� i��(it'1 . . 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Nr, FALKOFSKE (et�)26�-Et304 M1P No. �nrc ncv�s�ov nr Exhibit "C" CITY OF FORT WORTH STORMWATER FACILITY OPERATION AND MAINTENANCE PLAN FOR 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 "Exhibit 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 originallines 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 cessarion 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 Insnection • 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 priinary 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: Date: Repairs Required: Repairs Made: 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 p � �i�+ Fort Wo�th Stormwater Management Notes: Notes: Notes: F�RT��RTHo City Secretary's Office Contract Routing & Transmittal Slip Contractor's Name Autobahn Realty Partners II LLC Subject of the Agreement: Proposed stormwater facility for automobile sales property. 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-25-0092 *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.