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HomeMy WebLinkAboutContract 59784Date Received: 7/17/2023 Permit No.: SWFMA-22-0075 Time Received: 2:23 p.m. City Secretary No.: 59784 RETAINING WALL MAINTENANCE AGREEMENT THIS AGREEMENT, made and entered into this 20th day of J u ly 2023 by and between Justin's Place, a Texas Non -Profit Corporation, 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 tract of land situated in the George Hamilton Survey, Abstract No. 751, Fort Worth, Tarrant County, Texas according to the Deed recorded in Document No. D219300455, Deed 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 Justin's Place, 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 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 RETAINING WALL MAINTENANCE AGREEMENT OFFICIAL RECORD 1 Rev. 03/15/2022 BN CITY SECRETARY FT. WORTH, TX 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: 1. 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 assure 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. 4. In the event the Landowner, its successors and assigns, fails 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 RETAINING WALL MAINTENANCE AGREEMENT 2 Rev. 03/15/2022 BN 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 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 FACILITITY PROPERTY TO MAINTAIN THE RETAINING WALL IN ACCORDANCE HEREWITH, OR AS A RESULT OF ANY DAMAGES CAUSED TO PERSON OR PROPERTY DUE TO (1) EROSION OF THE SOIL BELOW THE RETAINING WALL AND ITS RETAINING WALL MAINTENANCE AGREEMENT 3 Rev. 03/15/2022 BN FOOTING, AND (2) AND FAILURE OF THE RETAINING WALL AND ITS FOOTING TO OPERATE IN A MANNER CONSISTENT WITH CITY OF FORT WORTH CRITERIA 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. [REMAINDER OF THIS PAGE TO REMAIN BLANK] RETAINING WALL MAINTENANCE AGREEMENT 4 Rev. 03/15/2022 BN Executed this 20th day of July 2023 CITY OF FORT WORTH bam �r� a�c�fo�31 Dana Burghdoff (Ju 17, 2023CDT) Dana Burghdoff Assistant City Manager City of Fort Worth Date: J u l 17, 2023 Approved as to Form and Legality: Thomas Royce Hansen, Assistant City Attorney II City Attorney's Office Date: J u 114, 2023 ATTEST: Jannette S. Goodall City Secretary Date: Jul 17, 2023 4.aovaun�� fORTo o9dd v!`S °o -1d Pvoo o=d° nEaoo p454gd LANDOWNER Justin's Place, a Texas Non -Profit Corporation AQV& If 6�1 By: Donna Floyd Its: Founder & Executive Director 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. Rebecca D a Owen (Jul 14, 202311:19 CDT) Rebecca Owen Development Manager Date: Jul 14, 2023 OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX RETAINING WALL MAINTENANCE AGREEMENT 5 Rev. 03/15/2022 BN STATE OF TEXAS COUNTY OF TARRANT This instrument was acknowledged before me on July 17, 2023 by Dana Burghdoff, Assistant City Manager of the City of Fort Worth, on behalf of the City of Fort Worth. OPRYpUe�: BROOKE BONNELL z Notary Public * * STATE OF TEXAS Notary I.D. 134009525 My Comm. Exp. Oct. 11, 2026 LANDOWNER: STATE OF 0 G COUNTY OF —T�/t -r Brooke Bonnell Digitally signed by Brooke Bonnell Date: 2023.07.17 14:06:38 -05'00' Notary Public, State of Texas 0 �^ �BEFORE ME, the undersigned authority, a Notary Public in and for the State of on this day personally appeared (name), 4(JC t tt G K ( (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 U� 5 t--�'C �� (entity), a C-5 (entity type) and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this day of , 20 23 U Notary Public, State of Texa HOMAS v s � Notary u ic, r"• C:otYtm, Expires 07-29-2024 g Notary ID 132595388 RETAINING WALL MAINTENANCE AGREEMENT 6 Rev. 03/15/2022 BN EXHIBIT "A" INSERT LEGAL DESCRIPTION RETAINING WALL MAINTENANCE AGREEMENT Rev. 03/15/2022 BN EXHIBIT A WALL MAINTENANCE EASEMENT 801 SQUARE FEET OR 0.018 ACRE GEORGE HAMILTON SURVEY, ABSTRACT NO. 751 CITY OF FORT WORTH, TARRANT COUNTY, TEXAS BEING a tract of land situated within the George Hamilton Survey, Abstract Number 751, in the city of Fort Worth, Tarrant County, Texas and being a portion of a tract of land described in deed to Justin's Place, as recorded in Document Number D219300455, Official Public Records, Tarrant County, Texas, O.P.R.T.C.T.) and being more particularly described by metes and bounds as follows: (Bearings referenced to U.S. State Plane Grid 1983 - Texas North Central Zone (4202) NAD83 as established using GPS Technology in conjunction with the AIITerra RTKNet Cooperative Network, all distances at ground): COMMENCING at a found 1/2-inch capped iron rod stamped "RPLS 4050" for the northwest corner of said Justin's Place tract, same being the southwest corner of a tract of land recorded to the City of Fort Worth in Volume 6785, Page 493, Deed Records, Tarrant County, Texas (D.R.T.C.T), same being on the east line of a tract of land described in deed to Sycamore Creek Limited Partnership, as recorded in Document Number D201317493 (D.R.T.C.T); THENCE South 17°25'10" East, over and across said Justin's Place tract, a distance of 178.76 feet, to the POINT OF BEGINNING; THENCE continuing over and across said Justin's Place tract, the following courses and distances: South 28°04'25"East, a distance of 5.00 feet from which a found 5/8-inch capped iron rod stamped "BHB INC" for the southeast corner of said Justin's Place bears South 60'59'52" East, a distance of 563.38 feet; South 61°55'35" West, a distance of 104.20 feet to a point for corner; South 59°42'29" West, a distance of 11.48 feet to a point for corner; South 35°24'44" West, a distance of 20.17 feet to a point for corner; South 06°28'17" West a distance of 21.91 feet to a point for corner; North 83"31'43" West, a distance of 5.00 feet to a point for corner; North 06°28'17" East, a distance of 23.20 feet to a point for corner; North 35°24'44" East, a distance of 22.53 feet to a point for corner; North 59°42'29" East, a distance of 12.65 feet to a point for corner; North 61°55'35" East, a distance of 104.30 feet to the POINT OF BEGINNING and containing 801 square feet or 0.018 acre of land, more or less. SURVEYOR'S CERTIFICATION I, Toby G. Stock, a Registered Professional Land Surveyor licensed in the State of Texas, do hereby declare that this survey is true and correct and was prepared from an actual survey made under my supervision on the ground. Further, this survey conforms to the general rules of procedures and practices of the most current Texas Engineering and Land Surveying Practice Acts and Rules Concerning �e OF 7. Practice and Licensure. gip G�STE a B / ......... .......... BAIRD, HAMPTON & BROWN TOBY G. STOCK engineering and surveying;obyy G. Stoc ........... • ... • . State of Texas Registered Professional Land Surveyor No. 6412 �oFFss?O�U- @9 Hilltop Dr.om Weatherford, Tx bhbin Date: August 25, 2022 AND S V ��� !stock bhbinc.com • 817.696.7676 • bhbinc.com g UR TBPELS Firm #44 • TBPLES FIRM #10194146 Revised Date: September 21, 2022 7rawina: E:\Survev20\l28 Justins Place\000\Dwa\Easement\Wall Maintenance Esmt.dwa M E 3U U bU GRAPHIC SCALE: 1" = 60� LEGEND BHB.............5/8" Capped Iron Rod Marked "BHB INC" Found D.R.T.C.T..... Deed Records, Tarrant County, Texas POB............. Point of Beginning POC............. Point of Commencement O.P.R.C.T.....Official Public Records, Tarrant County, Texas P.R.T.C.T..... Plat Records, Tarrant County, Texas Line Table Line # Direction Length L1 S28`04'25"E 5.00 L2 S61`55'35"W 104.20 L3 S59°42'29"W 11.48 L4 S35`24'44"W 20.17 L5 S6°28'17"W 21.91 / I CITY OF FORT WORTH VOL. 6785 PG. 493 1 D.R.T.C.T. 1/2" CIRF"BEASLEY RPLS 4050" V GEORGE HAMILTON \ I I SURVEY \ I ABSTRACT No. 751 \\ I \v' I JUSTIN'S PLACE \ I DOC. N0. D219300455 SYCAMORE CREEK LIMITED PARTNERSHIP �1 tJ I O.P.R.T.C.T. TRACT A — REMAINDER op I DOC. NO. D201317493 —1 D.R.T.C.T.\� I \" I Line Table Line # Direction Length L6 N83°31'43"W 5.00 L7 N6`28'17"E 23.20 L8 N35°24'44"E 22.53 L9 N59°42'29"E 12.65 L10 N61°55'35"E 104.30 WALL MA I NACE Poe— EAS ENT I — 8 1 SQ.Ft. 15' CITY OF FORT WORTH r SANITARY SEWER ESMT 0.018 Ac ���j SC' PER PER CITY PLANS X-8451 � Sg, Ci 3 g� � o o ,BHB ~ N J I i �I o� LIS 0) NOTES Basis of bearing being U.S. State Plane Grid - Texas North Central Zone (4202) NAD83 as established using the AIITerra RTKNet Cooperative Network. Reference frame is NAD83(2011) Epoch 2010.0000. Distances shown are U.S. Survey feet displayed in surface values. SURVEYOR'S CERTIFICATION I, Toby G. Stock, a Registered Professional Land Surveyor licensed in the State of Texas, do hereby declare that this survey is true and from correct and was prepared an actual survey made under my the Further, this to the Gj 9 supervision on ground. survey conforms �STF general rules of procedures and practices of the most current Texas am.B Engineering and Land Surve ing Practice Acts and Rules Concerning :.. ��G R�O. Practice and Licensure. / . TOBY G. STOCK BAIRD, HAMPTON & BROWN engineering and surveying .�� •• A.Q 6412 OFFS Yoby G. Stock 949 HilltoP Dr. Weatherford, Tx 76086 tstock@bhbinc.om • 817.596.7575 • bhbinc.com State of Texas Registered Professional Land Surveyor No. 6412 S 0� AND S ' . ' S L1Fty c TBPELS Firm #44 • TBPLES FIRM #10194146 Date: August 25, 2022 Revised Date: September 21, 2022 U � JUSTIN'S PLACE o I DOC. NO. D219300455 I O.P.R.T.C.T. II II II � EXHIBIT B WALL MAINTENANCE EASEMENT 801 SQUARE FEET OR 0.018 ACRE GEORGE HAMILTON SURVEY, ABSTRACT NO. 751 CITY OF FORT WORTH, TARRANT COUNTY, TEXAS Jye1L�f�L•�" " �y��C y a+� Hall n girk Pao k ._ PROJECT M. LOCATION / E W.• 50 125 0 250 500 GR F�Q SCALE: 1 "= 25(Feet BAIRD, HAMPTON & BROWN ENGINEERING & SURVEYING 6300 Ridglea Place, Ste. 700, Ft. Worth, TX 76116 mail@bhbinc.com 817-338-1277 www.bhbinc.com BHB Project # 2020.128.000 TBPE Firm F-44 TBPLS Firm 10011300 rA F -.�tnci �vCafF Q I 4' S Tj 'C} {5 E © 2022 Microsoft Corporation © 2022 Ton -Torn :y OWNED & DEVELOPED BY: JUSTIN'S PLACE 4059 EDWARDS RANCH RD. FLOOR 4 FORT WORTH, TX 76109 EXHIBIT A -LOCATION MAP fk2h 8/25/2022 EXHIBIT A SHEET 1 OF EXHIBIT A STORMWATER FACILITY MAINTENANCE AGREEMENT 8,351 SQUARE FEET OR 0.192 ACRE GEORGE HAMILTON SURVEY, ABSTRACT NO. 751 CITY OF FORT WORTH, TARRANT COUNTY, TEXAS BEING a tract of land situated within the George Hamilton Survey, Abstract Number 751, in the city of Fort Worth, Tarrant County, Texas and being a portion of a tract of land described in deed to Justin's Place, as recorded in Document Number D219300455, Deed Records, Tarrant County, Texas, (D.R.T.C.T.) and being more particularly described by metes and bounds as follows: (Bearings referenced to U.S. State Plane Grid 1983 - Texas North Central Zone (4202) NAD83 as established using GPS Technology in conjunction with the AIITerra RTKNet Cooperative Network, all distances at ground): COMMENCING at a 1/2-inch iron rod found for the northernmost northwest corner of said Justin's Place tract, same being the northeast corner of a tract of land recorded to the City of Fort Worth in Volume 6785, Page 493, Deed Records, Tarrant County, Texas (D.R.T.C.T); THENCE South 38°10'33" East, over and across said Justin's Place tract, a distance of 226.50 feet, to the POINT OF BEGINNING; THENCE continuing over and across said Justin's Place tract, the following courses and distances: With said curve to the left, having a central angle of 08°52'23", a radius of 434.33 feet, an arc length of 67.26 feet, and a chord which bears South 61°52'50" East, a distance of 67.20 feet to the end of said curve to the left, same being the beginning of a curve to the left; With said curve to the left, having a central angle of 06°43'34", a radius of 534.43 feet, an arc length of 62.74 feet, and a chord which bears South 71°44'01" East, a distance of 62.70 feet to a point for corner; South 15°05'49" West, a distance of 60.00 feet to a point, from which a found 5/8-inch capped iron rod stamped "BHB INC" for the southeast corner of said Justin's Place bears South 02°14'53" West, a distance of 263.91 feet and being the beginning of a curve to the right; With said curve to the right, having a central angle of 06°48'34", a radius of 594.43 feet, an arc length of 70.65 feet, and a chord which bears North 71°40'20" West, a distance of 70.61 feet to the end of said curve to the right, same being the beginning of a curve to the right; With said curve to the right, having a central angle of 09°00'28", a radius of 494.33 feet, an arc length of 77.72 feet, and a chord which bears North 61°56'18" West, a distance of 77.64 feet to a point for corner; North 32°38'02" East, a distance of 60.00 feet to the POINT OF BEGINNING and containing 8,351 square feet or 0.192 acre of land, more or less. SURVEYOR'S CERTIFICATION I, Toby G. Stock, a Registered Professional Land Surveyor licensed in the State of Texas, do hereby declare that this survey is true and correct and was prepared from an actual survey made under my supervision on the ground. Further, this survey conforms to the general rules of procedures and practices of the most current Texas Engineering and Land Surveying Practice Acts and Rules Concerning �E OF TF Practice and Licensure. g�Q, • G�STFR +�9s a B BAIRD, HAMPTON & BROWN / TOBY G. STOCK engineering and surveying . . . . . . . . . . . . ;obyv G. Stoc °p 6412 State of Texas ReDr. Weatherford, T760gistered Professional Land Surveyor No. 6412 UPFsS tstock@b bilncc..com 817.596.7575 X bhbnc.com Date: August 23, 2022 ��� SUR\J TBPELS Firm #44 • TBPLES FIRM #10194146 Drawinq: E:\Survey20\l28 Justins Place\000\Dwq\Easement\Stormwater Facility Maint Aqreement.dwq EXHIBIT A SHEET 2 OF 4 N CITY OF E VOL. 67E D.F JU u Ou GRAPHIC SCALE: 1" = 60 LEGEND BH6.............5/8" Capped Iron Rod Marked "BHB INC" Found D.R.T.C.T..... Deed Records, Tarrant County, Texas IRF...............Iron Rod Found POB.............Point of Beginning POC............. Point of Commencement O.P.R.C.T..... Official Public Records, Tarrant County, Texas P.R.T.C.T..... Plat Records, Tarrant County, Texas Curve Table Curve # Delta Radius Arc Length Chord Bearing Chord Length C1 8°52'23" 434.33' 67.26' S61`52'50"E 67.20' C2 6°43'34" 534.43' 62.74' S71`44'01"E 62.70' C3 6°48'34" 594.43' 70.65' N71`40'20"W 70.61' C4 9°00'28" 494.33' 77.72' N61`56'18"W 77.64' NOTES Basis of bearing being U.S. State Plane Grid -Texas North Central Zone (4202) NAD83 as established using the AIITerra RTKNet Cooperative Network. Reference frame is NAD83(2011) Epoch 2010.0000. Distances shown are U.S. Line Table Line # Direction Length L1 S15`05'49"W 60.00 L2 N32`38'02"E 60.00 Survey feet displayed in surface SURVEYOR'S CERTIFICATION values. I, Toby G. Stock, a Registered Professional Land Surveyor licensed in the State of Texas, do hereby declare that this survey is true and correct and was prepared from an actual survey made under my supervision on the ground. Further, this survey conforms to the general rules of procedures and practices of the most current Texas _ a.B Engineering and Land Surve ing Practice Acts and Rules Concerning Practice and Licensure. BAIRD, HAMPTON & BROWN engineering and surveying oby G. Stock 949 Hilltop Dr. Weatherford, TX 76086 State of Texas Registered Professional Land Surveyor No. 6412 tstock@bhbinc.com • 817.596.7575 • bhbinc.com Date: August 25, 2022 TBPELS Firm #44 • TBPLES FIRM #10194146 Drawing: E:\Survey20\l28 Justins Place\000\Dwq\Easement\Stormwater Facility Maint Aqreement.dwq SYCAMORE SCHOOL ROAD F \ GEORGE HAMILTON LOT t \ SURVEY \ ABSTRACT No. 751 \ JUSTIN'S PLACE DOC. NO. D219300455 LOT 2 O.P.R.T.C.T. 0'' �0, \ STORMWA TER FACILITY \ LOf 3 \ POB MAINTENANCE AGREEMENT C1 8351 Sa.Ft. 0.192 Ac � A LOT 4 C4 ti SOUTH BROOK ADDITION PHASE II _ VOL. 388-123 PG. 32 �� P.R.T.C.T. 15' CITY OF FORT WORTH SANITARY SEWER ESMT PER CITY PLANS X-8451 d? � M Io tV tV 0 LOT 5 �E OF 113 TOBY G. STOCK EXHIBIT A °p 6412 P` .' STORMWATER FACILITY MAINTENANCE AGREEMENT 0"iFss \ o?. 8,351 SQUARE FEET OR 0.192 ACRE AND 3UftVE�OQ GEORGE HAMILTON SURVEY, ABSTRACT NO. 751 CITY OF FORT WORTH, TARRANT COUNTY, TEXAS EXHIBIT "B" DESIGN PLAN AND SPECIFICATIONS EXISTING CHANNEL STA: 3+66.33 CONST. CONIC HEADEW BEGIN PROPO 4 - 6'X5' RCB - INSTALL GROUTED ROCK RIPRAP- 6'X5' FL 695.85 _ GROUTED PjsT ROCK RIP RAP //V \� S W F M A AREA o � - 0 w 11n IMRCULVERT �ti _ a IVr�� Gcis 5� 1� INA- �. GROUTED ROCK RIP RAP EXISTING CHANNEL STA: 4+19.61 END PROPOSED 4 - 6'X5' RCB CONST. CONIC. HEADWALL INSTALL GROUTED ROCK RIPRAP 6'X5' FL 696.12 _ —705 )0 — —700- 69 7 -z a $N 0 6g I o Ui —700- 0a �7 c-< _ W.� 705 707 710 PROPOSED CULVERT AT EXISTING CHANNEL ITW=70�.00/TC=708.011 TC=708.031 TW=706.001 P_--- XISTIN j GRADE 30 T 705 _ROAD ___----- XISTINC GRADE 30' T EXISTING G DE 30 LT EXISTING GRADE 30' R 10C YEAR 100 YEAR WSEL — WSEL 700 PROP 18" SD � EXIST GRADE @ CL 3ROP GRADE @ CL 4— 6 X 5 R C B @ 0.51 695 STA 3+66.33 CONST. CONIC HEADWALL BEGIN 4 - 6'X5' RCB INSTALL RIP RAP 690 — 6'X5' FL 695.85 3+00 3+50 4+00 STA 4+ 19.t 1 710 700 705 695 PROP GRADE @ CL 700 EXIST GRADE @ CL END 4 - 6'X5' RCB CONST. CONC HEADWALL INSTALL RIP RAP 6'X5' FL 696.12 BAIRD, HAMPTON & BROWN 13 == ENGINEERING & SURVEYING 6300 Ridglea Place, Ste. 700, Ft. Worth, TX 76116 mail@bhbinc.com 817-338-1277 www.bhbinc.com BHB Project # 2020.128.000 TBPE Firm F-44 TBPLS Firm 10011300 695 SECTION A -A —GROUTED ROCK r 705 RIP RAP LINED PROP GRND AT SECTION EXIST GRND SECTION 700 Y 695 0+00 SECTION 13-g+51+60 GROUTED ROCK — RIP RAP LINED PROP GRND 705 Al ,tUIIUN-7f 705 i EXIST GRND / AT SECTION 700 \ 700 i 4+50 5+00 0+00 OWNED & DEVELOPED BY: JUSTIN'S PLACE 4059 EDWARDS RANCH RD. FLOOR 4 FORT WORTH. TX 76109 EXHIBIT B-CULVERT A•• 0+50 PROFILE SCALE 1 "=30' H 1 "=6' V Culvert 1 of 4 9/22/2022 _VrI2W.]iUrsl-11114 WORN .1 dlr l•UlrrrelLIi Wlil Dimensions Variable Reinforcing Bars 11 Bars 12 Maximum Wingwall W, X Y z Height pa Hw S 2-6" 2-5" Y-O" I g' 7" #4 I F-O" 3-0' 2-5" Y-O" I g' 7" #4 I Y-O" 3-6" 2-5" 7'-0" 9" 7" 14 7'-0" 4'_0" 2-5" T-a' 9" 7" #4 7' -0" 4'-6" 3-2' 1'-6" Y-O" 7" 14 1'-0" 5'-a' 3-2' ]'-6" 1'-0" 7" #4 1' 0" 5-6" 3-2" Y-6" Y-O" 7" #4 r_0' 6-0" 3-2" Y-6' Y-a' 7" #4 1' -0" T-O" 3-8' Y-9" Y-3' 7" #4 7'-0" 6":8-a' 1'-6" 8' 0" 4,_2" 2-#5 r-o" 9'-0" 4'-8' 2-3' 1'-9" 8' #4 6" 10'-0" 5-2" 2-6' 2'-0" 6' #5 6" 1 P-0" 5'-8" 2-9" 2-3" 6' #6 6" lY-0" 6'-2" 3-0" 2- -6" 9" #7 6" 6'-Ir 3_3" 2'-9" 11" #7 6" 14'-0" T-r 3-6" 3-0' P-0" #8 6' 15'-0" 7-8" 4,_0" 3-0" P-1" #9 6' 16'-0" 8-2" 4'-6" 3-a' P-3' #9 6" O10 Finished grade (roadway slope) _ � I or y r �F W Xy_ IG R— F (TYp) lV ' D JI�-•t J2 •, P N, E I) Constructinn J oint M Winowell toewall 6" SECTION A -A Spa #4 #4 #4 F-O" #4 F-0" #4 P-0" #4 F-G" #4 1'-0" #4 F-O" #4 F-0" #4 P-0" #4 6" #4 6" #5 6" #5 6" #5 6" #5 6" #6 6" #6 6" Estimated O Quantities per ft of wing length (1-wings) Reinf Comic (Lb/Ft) (CY/Ft) 33.73 0.248 37.07 0.261 37.74 0.273 38.41 0.285 41.75 0.330 45.09 0.343 45.75 0.355 46.42 0.367 5277 0.414 60.19 0.486 81.49 0,535 97.25 0.584 133.65 0.634 16229 0.721 178.80 0.856 21678 0959 2630 1.068 297.02 1,234 ,F nF wrntrw REINFORCING (2-wings) Bar Size No. Spa DL #5 - 1'-a' DS #5 - 1'-0" E #4 - F 14 - G #6 4 M #4 4 P #4 - RS #5 3 - RL #5 3 - V #4 - r-O" TABLE OF ESTIMATED CULVERT TOEWALL QUANTITIES Bar Size No. Spa L #4 - 7'-6" 0 #4 1 - Reinf (Lb/Ft) 2.45 Conc (CY/Ft) 0.037 slope to roadwayQ SL 7 11 1/ 1 1// 1 j 1 1 1 EJ PJ M­/ INSIDE ELEVATION (Showing reinforcing. Culvert and culvert toewall reinforcing not shown for clarity.) WINGWALL WING DIMENSION FORMULAS: (All values are in feet.) r-0', H. = H + T + 533 Skew fJ\ XSL) A = (Hw - 0333XSL) B = (A) (tanget (9 + 15')) BARS DS Lw = (A) - (cosine (0 + 15')) (Short wing) Far castSn+ acculverts: Lt.= ((N) (-i) IN + 1)(U)cosine B For precast culverts: Lt.= ((N) (211 + S) + IN - 1) (0,N)J + cosine B Total wingwall area (two wings - SF) = 0.5 (Hw + 0 333) (Lw + A) 71 BARS DL (Long wing) Hw = Height of wingwall SL:7 = Side slope ratio (horizontal:) vertical) 2-0" �.{{ A = Length cf short wingwalls rr Lw = Length of long wingwall _ II tw L= Culvert toewall length N = Number of culvert spans ivL B = Culvert skew See applicable box culvert standard sheet for H, S, T, and U values. BARS RS (Short wing) skew � 4 See Cbrner 5 Details BARS RL (Long wing) _________ __ __-------------- A A a° i\ Length of win9s 5 N based on SL.I Toe of slope along 5 slope this line. ��; J2 -__ 1 X y B - "- PLAN (Showing dimensions and 30- skew.) CORNER DETAILS (Culvert and culvert toewall reinforcing not shown for clarity.) AND TOEWALL BAIRD, HAMPTON & BROWN ENGINEERING & SURVEYING 6300 Ridglea Place, Ste. 700, Ft. Worth, TX 76116 mail@bhbinc.com 817-338-1277 www.bhbinc.com BHB Project # 2020.128.000 TBPE Firm F-44 TBPLS Firm 10011300 Culvert bottom 'l\ Vat, reinforcing L h RL o L Culvert toewall 6" SECTION B-B(D ) i N �3 2 Y+4" BARS J1 BARS L i a 1N H 3 N 2 BARS V �7 N BARS J2 0 hxtano Bars P 3-u" minimum into bottom slab or box culvert. OAdjust as necessary to maintain I 1#2' clear cover and 4" minimum between bars. Quantities shown are based on an average wing height for two wings (one structure end). To determine total quantities for two wings, multiply the tabulated values by 0.5 x (A + Lw). Recommended values of side slope are: 2:1, 3-1, 4:1, and 6:1. When shown elsewhere on the plans, construct 6' deep concrete riprap. Payment for riprap is as required by Item 432, "Riprap". Unless otherwise shown on the plans or directed by the Engineer, provide a 6" wide by V-6" deep reinforced concrete toewall along all edges of the riprap adjacent to natural ground; reinforce the toewall by extending typical riprap reinforcing into the toewall; and extend construction joints or grooved Joints oriented in the direction of flow across the full distance of the riprap at intervals of approximately 20'. When such riprap is provided, the culvert toewall shown in SECTION B-B will not be required. © At Contractor's option, culvert toewall may be ended flush with wingwall toewall. Adjust reinforcing as needed. OApplicable values of skew are: 15 30°, and 45'. ®Typical wingwall angle for all skews Oa' Min to 5'-0" Max. Estimated curb heights are shown elsewhere in the plans. Far structures with pedestrian rail or curbs taller than 1'-0, refer to the Extended Curb Details (ECD) standard sheet. For structures with T631 or T631LS bridge rail, refer to the Mounting Details for T631 & T63115 Ralls (T631{M) standard sheet Refer to the Box Culvert Rail Mounting Details (RAC) standard sheet for structures with bridge rail other than T631 or T631LS. 10 For vehicle safety, the following requirements must be met: For structures without bridge rail, construct curbs no more than 3" above finished grade. For structures with bridge rail, construct curbs flush with finished grade. Reduce curb heights, if necessary, to meet the above requirements. No changes will be made in quantities and no additional compensation will be allowed for this work. MATERIAL NOTES: Provide Class C concrete (Pc=3,600 psi) Provide Grade 60 reinforcing steel. Provide galvanized reinforcing steel if required elsewhere in the plans. In riprap concrete, synthetic fibers listed on the "Fibers for Concrete" Material Producer List (MPL) may be used in lieu of steel reinforcing in riprap concrete unless noted otherwise GENERAL NOTES: Designed according to AASHTO LRFD Bridge Design Specifications. When structure is founded on solid rock, depth of toewalls for culverts and wingwalls may be reduced a eliminated as directed by the Engineer. r.ee Box Culvert Supplement (BCS) standard sheet for additional dimensions and information. The quantities for concrete and reinforcing steel resulting from the formulas give n this sheet are far Contractor's information only. Cover dimensions are clear dimensions, unless noted otherwise. Reinforcing dimensions are out -to -out of bars. ago-' Brdge ONN/on ,Teams Department of Transportatlon Standard CONCRETE WINGWALLS WITH FLARED WINGS FOR SKEWED BOX CULVERTS FW-S r�-Es%eXZ0 a9n uv. GAF_< , CAI Txoor 11. T.1 f©rxoor rebruary min l me-.. OWNED & DEVELOPED BY: PROFILE SCALE JUSTIN'S PLACE 1"=30' H 4059 EDWARDS RANCH RD. FLOOR 4 FORT WORTH, TX 76109 1 "=6' V EXHIBIT B-CULVERT Culvert 2 of 4 9/22/2022 T (Wings for one structure end) L x�REINFORCEN� x, i c nc aria _ Estimated Estimated (2-wings) Dimensions Variable Reinforcing Quantities Quantities Bar Size No. Spa per ft of per ft ofwin Toewall DI #6 - 1'-11 Maximum Bars JI Bars 12 (2-w n ')O 9 (1-toewall) Wingwall Height W X y 2 Reinf Colic Reinf Conc D2 #6 El #4 - 1'-0" - P-0" Hw ' Spa _ Spa (Lb/Ft) (CY/Ft) (Lb/Ft) (CY/Ft) F #4 - ]'-0" 2-10" Id' 1'-0" 7" #4 P-a' #4 F-0" 48.64 0.406 6.85 0.071 I G #6 - 8" 2-10" la' 1'-0" 7" #4 P-O" #4 F-0" 49.31 0.424 6.85 0.071 I M1 #4 4 - 3-0" 2-10" ta' 1'-0" 7" #4 P-a' #4 Y-0" 49.98 0.444 6.85 0.071 I P #4 - 1'-0" 2-10" ta' 1'-0" T' #4 P-0" #4 V-0" 53.32 0.462 6.85 0.071 I V #4 - 1'-0" - 3-6" 2-10" W, 1'-0" T' #4 P-0" #4 F-0" 53.98 0.480 6.85 0.071 4'-0" 3'-?' 7'-2" 7'-0" T' #4 V-0" #4 F-0" 55.77 0.532 6.85 0,071 TABLE OF TOEWALL 7'-0" T' #4 F-a' #4 1'-0" 59.77 0.568 685 0071 REINFORCING ' 5'-6" 3-9" 3-9" P-7" F-7" V-2" V-2" 7" 7" #4 #4 P-a' P-O" #4 #4 F-0" P-0" 63.45 6746 0.632 0.668 6.96 696 0.075 0.075 Bar Size J3 #4 No. Spa - 0 6'-0" 4'-4" 2-O" V-4" 7" #5 V-0" #5 F-0" 80.67 0730 7.07 0078 M2 #4 �#Q. 6'-6" 4'-4" 2-0" V-4" 7" #5 V-a' #5 P-0" 8505 0.768 7.07 0.078 I E2 #4 - T-O" 5-0" 2-3' V-9" 8" #5 P-0" #5 P-0" 9215 0864 8.07 0.093 7'-6" 5-0" 7-3" V-9" B" #5 V-0" #5 P-0" 96.54 0.902 8.07 0.093 c m a„ au° 8-0" 8-6" 5'-6"7'-10" 5'-6" 2-8" F-10" 8" 8" 75 #5 6" 6" #5 #5 6' 6" 139.04 144.47 0.962 1.000 813 8.13 0.095 0.095 N m 9'-6" 6-0" 2-10" 2-2" 9" #5 6" #5 6" 156.93 1.136 8.41 0.110 N + wo M 1a-6" 6-5" 3-0" 2-5" 9" #6 6" #5 6" 196.27 1.234 8.57 0.117 = xLL IY-6" T-2' 3-6" 2'-8" 11" #6 6" #6 5" 230.13 1.438 9.52 0.140 N� v .`. 12-6" 7'-&' 3-9" 2-11" F-O" #7 6" #6 6" 283.41 1.592 9.74 0.157 Y+8" Ny 13-6" 8-2" V-a' 3'-2" F-2' #8 6" #6 6" 348.72 IS04 ]0.02 0. 186 BARS JI BAR_' " 14'-6" 8-10" V-5" 3-5" P-4" #9 6" #6 6" 432.94 2.046 10.30 0.218 <wo 75'-6" g'-6" 4'-10" 3-8" I'-6" #9 6" #7 6" 489.52 2.302 11.24 0.253 WING DIMENSION FORMULAS: (All values are rn feet) Hw =H+T+C Lw = (Hw) (SL) + cosine (0) for Type PW-1 _ (Hw - 1') (SL) ' cosine (B) for Type PW-2 and Hw> 4' _ (Hw - 0.F) (5Ll +cosine (e) for Type PW-2 and Hw <4' For cast -in -place culverts: Ltw = I(N) (5) + (N + t) (U)) + cosine (0) For precast culverts: Lin = I(N) (2 U + 5) + (N - t) (0 5')) + cosine (01 Total Wingwall Area (two wings - SF) _ (2XHwXLw) for Type PW-1 _ (2XHwXLw) - 6 SF for Type PW-2 and Hw>_ 4' _ (2)(HwXLw) - 1.5 SF for Type PW-2 and Hw < 4' �6 = 90 -skew 3-0" BARS D2 I Y� _ o ry N 3 I �I 2 BARS J3 BARS V 0 16'-0" 9-11" 5'-a' 3-11" 1'-7" #9 6" #7 6" 505.72 2.448 11.47 0.279 Field bend as needed. cE Lw Lw SL q 3'-0" Extend Bars G g 5L _ 6'-0" 72� A A (TYP) � � \ill G�� _- a m c hoe F� 13 o w J1 SEEN J1 D i V_ o - con't �\ "O Const 3"w a haleOS ol> joint joint - e p r II N JI I I N J2 7 .. M] J - E7 MI MEl 2 J3 J P P PARTIAL ELEVATION - PW-1 PARTIAL ELEVATION - PW-2 '3p90° -skew BARS DI 12" 2" (TYp) J1 G Dc - -_ -\�V F 2 = X y Const joint 12 N E7 P Ml SECTION A -A w w (Showing wing reinforcement.) o� Finished grade (r SECTION B-B (Showing wing reinforcement.) 3-0" Extend Bars G / o (TYPI I e ui D C Gc 3" weephole _ L41 - � EI�6M2 JJ3 Hw = Height of wingwall Lw = length of wingwall Ltw = Culvert toewall length N = Number of culvert spans SL:1 = Channel slope ratio. (horizontal: I vertical, usual value is 2:1) B = Culvert skew See applicable box culvert standard sheet for S, H, T, and U values. D2TBa'nrel �T e' f--iI'' JI CWlvert� J] ails -V j D2 D1 F w. J ) �V •I F 2 Wingwall 2 Wingwall SECTION C-C - PW-1 7 7 D2 D] Culvert / V wells O / J1 rein rel J1 DI _ 2 F V O I F Wingwall Wingwall) SECTION C-C - PW-2 ,�O� Culvert 9% U S U I Lw I Limits of culvert Darrel quantities Limits of culvert Lw / / e quantities / bar I amities 3I 3 , y- ------- - ----- --------� Ltw Lw Ltw Lw / r Culvert skew Toe of slop PLAN Length of wings based on PLAN SL:I slope along this line. Toe of slope DETAILS FOR DETAILS FOR NON -SKEWED BOX CULVERTS SKEWED BOX CULVERTS (Showing 3T skew.) BAIRD, HAMPTON & BROWN ENGINEERING & SURVEYING 6300 Ridglea Place, Ste. 700, Ft. Worth, TX 76116 mail@bhbinc.com 817-338-1277 www.bhbinc.com BHB Project # 2020.128.000 TBPE Firm F-44 TBPLS Firm 10011300 7 Skew = 0° OAt discharge end, chamfer may be 4W' minimum. OFor IS" skew - I" For 30° skew - 2' For 45- skew - 3" ®Quantities shown are for two Type PW-I wings. Adjust concrete volume for Type PW-2 wings. To determine estimated quantities for two wings, multiply the tabulated values by Lw. Quantities shown do not include weight of Bars D. QPfovide weepholes for Hw = S-a' and greater. Fill around weepholes with coarse gravel. © Extend Bars E2 Y-6' minimum into the wingwall footing. Q Lap Bars MI V-6" minimum with Bars M2. 8 Place Bars G a shown equally cad at 8' maximum. Provide at least 0 y'a 9 P two parrs of Bars G per wing. (DO' Min to S-0" Max Estimated curb heights are shown elsewhere in the plans. For structures with pedestrian rail or curbs taller than V-0, refe to the Extended Curb Details (ECD) standard sheet. For structures with T631 or T631LS bridge rail, refer to the Mounting Details for T631 & T631LS Rails (T631-CM) standard sheet Refer to the Box Culvert Rail Mounting Details (RAC) standard sheet for structures with bridge rail other than T631 or T631LS. 10 For vehicle safety, the following requirements must be met: For structures without bridge rail, construct curbs no more than 3" above finished grade. For structures with bridge rail, construct curbs flush with finished grade. Reduce curb heights, if necessary, to meet the above requirements. No changes will be made in quantities and no additional compensation will be allowed for this work. 11 1'-0" typical 2' 3" when the Box Culvert Rail Mounting Details (RAC) standard sheet is referred to el'where in the plans. 12 3-0" for Hw < 4'. 13 6" for Hw < 4'. DESIGNER NOTES: Type PW-1 can be used for all applications and must be used if railing is to be mounted to the wingwall. Type PW-2 can only be used for applications without a railing mounted to the wingwall. MATERIAL NOTES: Provide Class C concrete (f'c=3,600 psi) Provide Grade 60 reinforcing steel. Provide galvanized reinforing steel if required elsewhere in the plans. GENERAL NOTES: Designed in accordance with AASHTO LRFD Bridge Design Specifications. Depth of toewalls for wingwall' and culverts may be reduced or eliminated when founded on solid rock, when directed by the Engineer. See Box Culvert Supplement (BCS) standard sheet for wingwall type and additional dimensions and information. Quantities for concrete and reinforcing steel resulting from the formulas given on this sheet are for the Contractor's information only. Cover dimensions are clear dimensions, unless noted otherwise. Reinforcing dimensions are out -to -out of bars. �' Brdge , Standard Texas Department of 7Fanaporfallon Standard CONCRETE WINGWALLS WITH PARALLEL WINGS FOR BOX CULVERTS TYPES PW-1 AND PW-2 PW pwsVJeal- d9l ox W Irrc CAT I Tx00T Irx Txp[r ©T.00T .Ear: oNszazo en m / covxn 'nee. xv , OWNED & DEVELOPED BY: JUSTIN'S PLACE 4059 EDWARDS RANCH RD. FLOOR 4 FORT WORTH, TX 76109 EXHIBIT B-CULVERT C PROFILE SCALE 1 "=30' H 1 "=6' V Culvert 3 of 4 9/22/2022 A3 A4 A5 A6 A2 2.0 4.9 1.2 0.7 A`' SYCAMORE SCHOOL RD B2 C2 ` FIS 48439CV001 B C/' 0.73 w _ =' AREA=0.61 SQ. MI. D4 0.48 m- r _�- Q=2040+1043=3083 CFS "' � _ _ - Al - `` • , - �"`��•- � -� 0.28 7741 .1 ` . l 1.5 PROPOSED - a e Q100=439 CFS PROPOSED '� r Tot Area Area "C'. Q1 Q5 Q100 Designation. Al 77.3 0.70 157.5 235.1 390.2 -' A2 4.1 0.67 9.1 13.4 A3 4.6 0.67 9.9 14.5 23.9 r' - } r a A4 4.9 0.67 10.9 16.0 26.2 A5 2.8 0.67 6.2 9.1 15.0 A6 1.8 0.67 4.0 5.9 9.6 SPLIT 13.6 0.90 7.2 11.5 31.7 ,r a SD CAPTURE 31.9 46.0 63.0 �1 • 131 0.5 0.30 0.6 0.8 1.3 B2 0.7 0.30 0.9 1.3 2.0 - C1 1.1 0.69 3.1 4.4 7.0 1 rf= , pp C2 1.5 0.61 3.7 5.3 8.5 C3 0.3 0.69 0.8 1.1 1.8 C4 0.4 0.30 0.5 0.7 D1 1.1 0.69 3.1 4.4 7.0 D2 0.3 0.30 0.4 0.6 0.9 D3 1.3 0.69 3.6 5.2 8.3 D4 0.9 0.30 1.0 1.5 2.4 CHANNEL -UP 92.5 0.73 183.6 271.1 459.0 CHANNEL-DN 95.4 0.72 188.2 278.0 470.3 Al B A I RD ' HAM P T 0 N & BROWN OWNED & DEVELOPED BY: PROFILE SCALE ` 13 JUSTIN'S PLACE 1"=30' H 6300 Ridglea Place, Ste. 700, Ft Worth, -X 76116 ENGINEERING & SURVEYING 4059 EDWARDS RANCH RD. FLOOR 4 FORT WORTH, TX 76109 1 "=6' V '0 mail@bhbinc.com 817-338-1277 www.bhbinc.com EXHIBIT B-CULVERT BHB Project # 2020.128.000 TBPE Firm F-44 TBPLS Firm 10011300 Culvert 4 of 4 9/22/2022 Stacked Stone Retaining Wall FG=700.96—\ �._ FG=702.00 FG=703.50' / i - _ 111.2 LF VARIABLE HEIGH RETAINING WALL p rn FG=702.70 ��TW!704.70 ��iS` TW=704.96 ,ITW=704.50 TW=705.00 SECTION C-C TW=704.25►m '--TW=703.70 �o SECTION SECTION D-D E-E �f t 705 ' 705 705 705 EXIST GRND PROP / EXIST PROP AT SECTION /� GRND R GND \yJ AT /`�_ GRND SECTION AT _� AT SECTION SECTION 700 700 700 700 0+00 0+20 0+00 0+20 0+00 0+20 � � BAIRD, HAMPTON & BROWN 13ENGINEERING & SURVEYING 6300 Ridglea Place, Ste. 700, Ft. Worth, TX 76116 mail®bhbinc.com 817-338-1277 www.bhbinc.com BHB Project # 2020.128.000 TBPE Firm F-44 TBPLS Firm 10011300 L E G E N D EXISTING DESCRIPTION NEW PROPERTY LINE EDGE OF PVMT RETAINING WALL - CONCRETE PAVEMENT - MAJOR CONTOUR 658 MINOR CONTOUR Z� FG=FINISHED GRADE ELEVATION TW=TOP OF WALL ELEVATION OWNED & DEVELOPED BY: PROFILE SCALE JUSTIN'S PLACE 1.=30' H 4059 EDWARDS RANCH RD. FLOOR 4 FORT WORTH. TX 76109 1"=6' V EXHIBIT B-RETAINING WALL Wall 1 of 1 9/22/2022 Exhibit B-Wall Detail Falkofske Engineering, Inc. 1414 West Randall Mill Road. Suite 201. Arlinaton. Texas 76012-3158 H1 A T E AS REa D CAP 51-D N, MPX• 1\4 TIGHTLY FITTED STONE NO MORTAR REQUIRED r 0 0 INDICATES ZONE WHERE o 0 STONE IS TO BE FULLY MORTARED TOGETHER TOP, BOTTOM, FRONT AND BACK. POINT ALL FACE STONE JOINTS FACE STONE PER OWNER O 6 1 G7 — f E 3" DIA. WEEP HOLE E ® 8'-0" O.C. o o 6" MIN. ABOVE GRADE 0 0 FINISHED GRADE o 0 0 SLOPE 1V:BH MAX. REFER TO CIVIL — FOR FINAL GRADING. - o - � - I -III -I IIII III _-III-III-III-III -I I I� � -1 I I -III -III -III -I III -I � '=1 I I -III -III -III- � I I I� I �-111 1,I-1-I III=11I� U„ I - III III —III II B G Consulting Structural Enggineers Metro (817) 261-8300 Fax (817) 261-0800 4" TOP SOIL & 1'-8" CLAY CAP AND COMPACTED ON SITE SOIL. BACK FACE MAY BE IRREGULAR FILTER FABRIC AROUND DRAINAGE ZONE, MIRAFI 140N OR APPROVED EQUAL. COMPACTED, OR EXISTING ON SITE SOIL. CONTINUOUS GRAVEL OR CLEAN FREE DRAINING ROCK, SEE RW1 GENERAL NOTES. REFER TO A/RW3 FOR DRAINAGE ZONE ON WALLS 4'-0" OR LESS IN HEIGHT. FILTER FABRIC OVER END OF WEEP PIPE COMPACTED SOIL BELOW WEEP PIPE. TYPICAL WALL SECTI❑N — 1V:10H MAX SLOPE ABOVE WALL SK1 1Vi8H MAX SLOPE BELOW WALL BEARING IN CLAYEY OR SANDY S❑ILS WALLCO RETAINING WALLS, INC. FORT WORTH, TEXAS Date: 08-31-22 PR❑VIDED FOR GRAPHIC USE ONLY. NOT TO BE USED FOR By: VR C❑NSTRUCTI❑N OF RETAINING WALLS Sheet No. 01 _.. BLANKET 1 � PERMANENT GROUTED r / 1 ROCK RIPRAP PERMANENT EROSION CONTROL BLANKET "-SILT FENCE (TYP.) I � �BAIRD, HAMPTON & BROWN ENGINEERING & SURVEYING 6300 Ridglea Place, Ste. 700, Ft. Worth, TX 76116 mail@bhbinc.com 817-338-1277 www.bhbinc.com BHB Project # 2020.128.000 TBPE Firm F-44 TBPLS Firm 10011300 ell ;ONSTRUCTION/ < ENTRANCENCE \ NCE (TYP.)J/' I \ 1 CHI TOILET I \ \ TRASH DISPOSAL `1 CONCRETE WASHOUT � I ROCK ' 1 PERMANENT ECK DAM , GROUTED ROCK RIPRAP ENT` r , ROCK TED J CHECK DAM RAP LET PROTECTION= ROCK CHECK DAM V �o �o 100 50 0 100 200 GRAPHIC SCALE: 1 "= 100 Feet OWNED & DEVELOPED BY: JUSTIN'S PLACE 4059 EDWARDS RANCH RD. FLOOR 4 FORT WORTH, TX 76109 EXHIBIT B—EROSION CONTROL PLAN EROSION 1 OF 2 4/5/2023 STEEL FENCE POST SILT FENCE GENERAL NOTES: E R 0 S I 0 N C 0 N T R 0 L N 0 T E S / �` WIRrt MESH 1. STEEL POSTS WHICH SUPPORT THE SILT FENCE SHALL SE INSTALLED N A SUG1R ANGLE TOWARD THE ANTICIPATED 4x4-W1.4xW1.4 MIN. RUNOFF SOURCE POST MUST BE EMBEDDED A MINIMUM OF 1. SOIL EROSION AND SEDIMENT CONTROL SHLL BE PROVIDED IN ACCORDANCE WITH CITY OF FORT WORTH EROSIN REGULATIONS. 4.4- LE 1YP ONE FOOT. 2. RESPONSIBILITY FOR INSTALLATION, ROUTINE INSPECTION, AND MAINTENANCE OF EROSION CONTROL SHOULD Row CHAIN UNKE FENCE 2. THE TOE OF THE SILT FENCE SHALL BE TRENCHED IN WITH BE DEFINED PAID ASSIGNED TO APPRDRRNTE PERSON(S) PRIOR 10 COMMENCEMENT OF ANY SOIL FABRIC IS ACCEPTABLE A SPADE OR MECHANICAL TRENCHER, SO THAT THE DISTURBING ACTVITY. DOWNSLOPE FACE OF THE TRENCH IS FIAT AND 3.EROSIN CONTROL MEASURES MUST BE CONSTRUCTED AND FUNCTIONAL BEFORE ANY GRADING OR LAND DISTURBANCE TAKES PUCE. OR PERMANENT $OIL STABILIZATION MUSE BE APPLIED TO ALL DENUDED MFIE WHEN FlNPL ND 12' MIN. BELOW CRADE PERPENDICULAR TO ME UNE OF FLOW. WHERE FENCE CANNOT BE TRENCHED IN (e.g. PAVEMENT), WEIGHT FABRIC RAP WN4.TEMPOFARY ROCK ON UPHILL SIDE TO PREVENT FLOW FROM SEEPING UNDER GRACE IS REACHED N ANY PORTION OF SIZE. TEMPORARY SOIL STABIUMTON MUST BE APPUED TO DISTUBED AREAS LET DORMVR FN EXCESSIVE PERIOD. I�E EXTENSION OF FABRIC5.IN FENCE THE EVENT THAT MEARSURES BEING USED ARE DEEMED TO BE INEFFECTIVE BY CITY INSPECTORS,ED ADDRIONAL MEASURES OR CHANGES IN THE ORIGINAL PUN MAY BE REQUIRED BY THE CITY OF FORT EARTH KILL IN N H 3.THE TRENCH MUST BE A A MINIMUM OF 6 INCHIM DEEP AND 8 INCHES WIDE TO ALLOW FOR THE SILT FENCE FABRIC TO BE WORTH. 6.Al EROSION CONTROL DEICES SHAL BE INSPECTED BY THE SITE FOREMAN DAILY, ANY STRUCTURE OR CONTROL DEVSE WHICH E DAMAGED OR INOPERATIVE WILL BE REPAIRED OR REPLACED IMMEDIATELY. 7.SANRARY FACULTIES SHALL BE PROVIDED ON THE SITE & REWWILY SERVICED AS RECOMMENDED BY THE SUPPUER. TRASH & DEBRIS SHALL BE STONED IN COVERED BINS OR ENCLOSURES. B.CONSTRUCTION ENTRANCES/ EXTS SHOULD BE UMITED AND PROTECTION PROVIDED TO PREVENT TRACKING OF SOILS ONTO CITY STREETS. 9. REMOVE SILT N SEDIMENTS FROM STREETS, CURBS, GUTTERS, FLUMES, HANDICAP ACCESS RAMPS, CURB SILT FENCE INLETS, STORM DRAINS. AND ANY OTHER PUBLIC DRAINAGE FACILDIES DAILY OR AS ACCULULATON 24' ABWE OCCURS. 10. EROSION CONTROL SHOULD BE EVALUATED TO DETERMINE THE EFFECTIVENESS OF THOSE DEVICES BY EXIST. GRO THE PERSON ASSIGNED TO INSPECT EROSION CONTROL DEVICES, AND CHANGES MIRE IF NECESSARY. 11. EROSION CONTROL MEASURES MY ONLY BE PLACED IN FRONT OF INLETS, OR IN CHANNELS, DRAINAGEWAYS OR BORROW DITCHES AT RICK OF CONTRACTOR. CONTRACTOR SHALL REMAIN LIABLE FOR COMPACTED E ANY DAMNS CAUSED BY THE MEASURES, INCLUDING ROODING DAMAGE, WHICH MAY OCCUR DUE TO BLOCKED DRAINAGE. AT THE CONCLUSION OF ANY PROJECT. ALL CHANNELS, DRAINA ITAYS. ANO BORROW OR ROCK BA( DITCHES IN THE WORK ZONE SHALL BE DREDGED OF ANY SEDIMENT GENERATED BY THE PROJECT OR DEPOSITED A$ A RESULT OF EROSION CONTROL MEASURES. 12. EROSION CONTROL DEVICES AS SHOWN ON THE EROSION CONTROL PUN FOR THE PROJECT SHAL BE INSTALLED PRIOR TO THE START OF LAND DISTURBING ACTIVITIES ON THE PROJECT. 13. AU- EROSION CONTROL DEVICES PRE TO BE INSTALLED IN ACCORDANCE WITH THE APPROVED PUNS AND SPECIFICATIONS FOR TIE PROJECT. CHANGES ARE TO BE APPROVED BEFORE CONSTRUCTION BY THE DESIGN ENGINEER. 14. IF TIE EROSION CONTROL PUN AS APPROVED CANNOT CONTROL EROSION AND OFF -SITE SEDIMENTATION FROM THE PROJECT, THE EROSION CONTROL PLAN WILL BE REWIRED TO BE REVISED 15µO/OR ADDITIONAL EROSION CONTRCI CONTRACTOR SHALL IMPLEMENT PAID MAINTAIN EROSION WIH_L BE SEDIMEWAION CONTROL MEASURES SILT FENCE THROUGHOUT TIE CONSTRUCTION PERIOD. His 16. SEDIMENT THAT 6 ERODED FROM THE SITE AND DEPOSITED INTO ADJACENT PROPERTIES OR PUBLIC RIGHT-OF-WAY SHALL BE REMOVED BY TIE CONTRACTOR AND DISPOSED OF IN AN APPROPRIATE MANNER. 17. AFTER CONSTRUCTION. ALL DISTURBED AREAS SHALL BE SEEDED WITH AN APPROPRIATE ANNUAL GRASS TO PROVIDE PERMANENT VEGETATIVE STABILIZATION 1B. SOIL TRACKED ONTO PUBUC ROADS SHALL BE REMOVED DAILY IF FEASIBLE OR WHEN VISIBLY ACCUMULATED SEDIMENT HAS BEEN DEPOSITED. DISCHARGED SEDIMENT SHALL BE REMOVED AS SOON AS POSSU8IE. 19. USING WASH WATER TO WISH SEDIMENT FROM STREETS IS PROHIBITED FORTWoes I CITY OF FORT WORTH, TEXAS ''1' 2' X4" WIRE WEIR CURB INLET PROTECTION REVISED: 05-22-2015 01 57 13-13430 LAD IN THE GROUND AND BACKRLLED WITH COMPACTED MATERIAL CROSS SECTION 4. SILT FENCE SHOULD BE SECURELY FASTENED TO EACH STEEL SUPPORT POST N TO WOVEN WIRE. WHICH IN TURN IS ATTACHED TO THE STEEL FENCE POST. THERE SHALL BE A 3 STEEL FENCE POST FOOT OVERIAP. SECURELY FASTENED WHERE ENDS OF FABRIC MEET. EMBEDMENT = 1' WIRE MESH 5. INSPECTION $HALL BE MADE EVERY TWO WEEKS AND AFTER MIN. EACH 1/2' RAW1 REPAIR OR REPLACEMENT SHALL BE MADE PROMPTLY AS NEEDED. -JJ4x4�W1.4xW1.4 ALLOWABLE. TYP. CHAIN UNKE FENCE 6. SILT FENCE SHALL BE REMOVED WHEN THE SITE IS !!!!!! . FABRIC IS ACCEPTABLE COMPLETELY STABIUZED SO AS NOT TO BLOCK OR IMPEDE STORM FLOW OR DRAINAGE. !!!!I 7. ACCUMULATED SILT SHALL BE REMOVED WHEN R REACHES �_. A DEPTH OF HALF THE HEIGHT OF THE FENCE THE SILT SHALL BE DISPOSED OF AT AN APPROVED SITE AND IN SUCH A MANNER AS NOT TO CONTRIBUTE TO MOTIONAL SILTATION. ISOMETRIC PLAN VIEW ROCK CHECK DAM GENERAL NOTES 1. STONE SHALL BE WELL GRADED WITH SIZE RANGE FROM 1 1/2" TO 3 1/2" IN DIAMETER DEPENDING ON EXPECTED FLOWS. 2. THE CHECK DAM SHALL BE INSPECTED AS SPECIFIED IN THE SWPPP AND SHALL BE REPLACED WHEN THE STRUCTURE CEASES TO FUNCTION AS INTENDED DUE TO SILT ACCUMULATION AMONG THE ROCKS, WASHOUT, CONSTRUCTION TRAFFIC DAMAGE, ETC. 3. WHEN SILT REACHES A DEPTH EQUAL TO ONE-THRID OF THE HEIGHT OF THE CHECK DAM OR ONE FOOT, WHICHEVER IS LESS, THE SILT SHALL BE REMOVED & DISPOSED OF PROPERLY. 4. WHEN THE SITE HAS ACHIEVED FINAL STABILIZATION OR ANOTHER EROSION OR SEDIMENT CONTROL DEVICE IS EMPLOYED, THE CHECK DAM & ACCUMULATED SILT SHALL BE REMOVED & DISPOSED OF IN AN APPROVED MANNER. POINT Y SHALL BE ABOVE POINT 'Y' 50' OR AS NECESSARY VJRU71 NON FF M. -� u FILTE UEA S, `7T✓iO�OA�iOa PIJ/ liJ✓�lj``7CpOpE FABRIC 1�liJ✓iClp . PROFILE VIEW GRADE TO DRAIN AWAY FROM STABIUZATION AND PAVED SURFACE ./ Goo 1oo,-000.g,.00,._o, f _RSTBON 0000 o5'R C PAVED SURFACE MIN.I DRAINAGE MUST ROW AWAY FROM ENTRANCE PLAN VIEW STABILIZED CONSTRUCTION ENTRANCE VIEW LOOKING UPSTREAM FLOVI i(- 2 " �1 SECTION A -A 'L'= THE DISTANCE SUCH THAT POINTS 'A' AND 'B' ARE OF EQUAL ELEVATION. SPACING BETWEEN CHECK DAMS ROCK CHECK DAM N.T.S. �le:yry{iZds.eii m4a. `J7u1:T_T. 4[E4.4i-Tqm[li#: 1. STONE SHALL BE 3 TO 5 INN DIAMETER CRUSHED ROCK OR ACCEPTABLE CRUSHED PORMND CEMENT CONCRETE. 2. THE THICKNESS $HALL NOT BE LES$ THAN 6 INCHES. 3. THE WIDTH SHALL BE NO LESS MAN THE WIDTH OF ALL POINTS OF INGRESS DR EGRESS. 4. WHEN NECESSARY, VEHICLES SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO A PUBUC ROADWAY. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WNH CRUSHED STONE WITH DRAINAGE ROWING AWAY MGM BOTH STREET AND THE STABILIZED ENTRANCE Al SEDIMENT SHALL BE PREVENTED FROM ENTERING ANY STORM DRAIN, DITCH DR WATERCOURSE USING APPROVED METHODS. 5. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHIN WILL PREVENT TRACKING OR ROWING OF SEDIMENT ONTO PAVED SURFACES THE MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDMONS DEMAND. ALL SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PAVED SURFACES MUST BE REMOVED IMMEDIATELY. B. THE ENTRANCE MUST BE PROPERLY GRADED OR INCORPORATE A DRAINAGE SWPLE TO PREVENT RUNOFF FROM LEAVING THE CONSTRUCTION SIZE. 1V MIN - Mw��� 0 � xA mz vw OLIO A 0 A uw VARIES WHEN TEMPORARY WASHOUT FACIUTIES ARE NO LONGER REQUIRED FOR THE WORK. THE HARDENED CONCRETE SHOULD BE REMOVED AND DISPOSED OF PROPERLY. MATERIALS USED TO CONSTRUCT TEMPORARY CONCRETE WASHOUT FACIUTIES SHOULD BE REMOVED FROM TiE SITE OF THE WORK AND DISPOSED OF PROPERLY. O SECTION CONCRETE A - WASHOUT HOLES, DEPRESSIONS, OR ANY OTHER GROUND DISTURBANCE CAUSED BY THE REMOVAL OF THE O O 1 TEMPORARY CONCRETE WASHOUT FACILITIES SHOULD BE BACKFILLED AND REPAIRED. 3 INSPECTION AND MAINTENANCE INSPECT MAR AND VERIFY THAT ACTTY-BASED BMPS E IN PLACE PRIOR TO THE COMMENCEMENT ^ ""B wer 3 OF ASSOCIATED ACTIVTIIES. WHEN ACTIVITIES ASSOCIATED WITH THE BMP ME UNDER WAY. INSPECT WEEKLY DURING THE RAINY SEASON, AND AT TWO WEEK INTERVALS IN THE NON RAINY SEASON 1. AC- urour TO BE DETERMNED IN DEIn TO VERIFY CONTINUED BMP IMPLEMENTATION. TEMPORARY CONCRETE WASHOUT FACILITIES SHOULD BE MAINTAINED TO PROVIDE ADEQUATE HOLDING CAPACITY WITH A MINIMUM FREEBOARD OF 4 IN. FOR ABOVE GRADE FACILITIES, AND 12 IN. 2, THE CONCRETE -ROUT BICN 6HAu BE WSNTCR�EIED 1­ME TEMP ­ H W CONCRETE OUT SIGN FOR BELOW GRADE FACULTIES. MAINTAINING TEMPORARY CONCRETE WASHOUT FACII-T ES SHOULD FOR Fi ' INCLUDERE CONDITION.GAD DISPOSING OF WIDENED CONCRETE AND RETURNING THE FACILITIES TO A FUNCTIONAL CPNCRETE WASHOUT �Rx � B BAIRD, HAMPTON & BROWN 13 ENGINEERING & SURVEYING 6300 Ridglea Place, Ste. 700, Ft. Worth, TX 76116 mail@bhbinc.com 817-338-1277 www.bhbinc.com BHB Project # 2020.128.000 TBPE Firm F-44 TBPLS Firm 10011300 OWNED & DEVELOPED BY: JUSTIN'S PLACE 4059 EDWARDS RANCH RD. FLOOR 4 FORT WORTH, TX 76109 EXHIBIT B-EROSION CONTROL DETAILS EROSION 2 OF 2 4/5/2023 Exhibit "C" CITY OF FORT WORTH DRAINAGE CUVLERT FACILITY OPERATION AND MAINTENANCE PLAN 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 culvert shall be maintained at all times by removing and preventing drainage interference, obstructions, blockages, or other adverse effects into, through, or out of the system. Periodic silt removal shall occur when standing water conditions occur or the culvert's capacity is reduced by more than 10%. Silt shall be removed and the culvert flowlines returned to original lines and grades shown on the approved engineering plans. In addition, corrective measures are required any time a culvert does not drain completely within 72 hours of cessation of inflow. NO STANDING WATER IS ALLOWED in the culvert or directly upstream/downstream of the culvert. Within the maintained area, visual inspections of the culvert(s) and trash and debris removal shall occur at least monthly or within 24 hours of the end of a storm event of 0.5 inches or greater. Accumulated litter, sediment, and debris shall be removed and disposed of in accordance with federal, state and local regulations. Minor inspections shall occur at least monthly and major and inspections shall occur at least yearly. Inspections may occur more frequently to maintain proper operation of the culvert. Reporting and Record Retention • A written log shall be kept of maintenance actions and inspections. The log should document the condition of the culvert's components, 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. CULVERT MAINTENANCE AGREEMENT Rev.2/4/2022 EKS Culvert Maintenance Checklist Inspector: Date of Inspection: FREQUENT INSPECTION (monthly or as needed after rainfall events of 0.5" or greater) Remove trash and debris from culvert/immediately adjacent areas Remove grass clippings from mowed drainage areas contributing to culvert Violations noted (attach a copy of violation notice(s) to inspection report) Other items of note MINOR INSPECTION (monthly) Are culverts and channel free of trash, debris, other obstructions Condition of culvert barrel at time of inspection. Note signs of wear or breakage. Condition of headwalls, wingwalls, and aprons. Note signs of wear or breakage. Condition of Rip -Rap Interference from tree or other vegetation roots Amount of silt in culvert (note measured depth of silt in the notes column) CULVERT MAINTENANCE AGREEMENT Rev.2/4/2022 EKS Exhibit "D" REPAIRS REQUIRED REPAIRS MADE (note repair date and include receipts) NOTES (attach supporting documents to inspection checklist) Exhibit "D" Culvert Maintenance Checklist Inspector: Date of Inspection: Has sediment been removed at this time? Note date of sediment removal or indicate approximate date for sediment removal in the notes column. Amount of ponded water in/around culvert (note measured depth of water in the notes column or note if no standing water or wet spots) General condition of surrounding vegetation, is mowing or pruning required Do any contributing drainage areas require revegetation Evidence of erosion, scour, undermining, or caving Slopes upstream and in or around the culvert are stabilized Upstream evidence of backup or prolonged surface water possibly indicting reduced inflow Downstream evidence of structural degradation of culvert Evidence of Animals Evidence of Aquatic life Other items of note CULVERT MAINTENANCE AGREEMENT Rev.2/4/2022 EKS Exhibit "D" Culvert Maintenance Checklist Inspector: Date of Inspection: MAJOR INSPECTIONS (yearly) Structure(s) is/are structurally sound and effective Settlement or lateral movement Abrasion of lining Cracking Spalling of concrete Corrosion of reinforcement Distress indicators such as cracking, humps or sags in pavement, guardrail failure, or settlement/sliding of shoulder Stream alignment changes that may direct flow away from culvert Other items of note CULVERT MAINTENANCE AGREEMENT Rev.2/4/2022 EKS