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Home My WebLink AboutContract 59581Date Received: 6/13/2023 Permit No.: SWFMA-23-0001 Time Received: 8:30 a.m. City Secretary No.: 59581 STORMWATER FACILITY MAINTENANCE AGREEMENT THIS AGREEMENT, made and entered into this 15th day of June 2023, by and between Holland Vaquero Car Wash Partners, LP, a Texas limited partnership, hereinafter referred to as "Landowner", and the City of Fort Worth, hereinafter referred to as WITNESSETH WHEREAS, the Landowner is the owner of certain real property described as certain tract being Lot 3R1, Block 1-R, United Service Center Addition, an addition to the City of Fort Worth, Tarrant County, Texas according to the Plat recorded in Instrument No. D212125732, and deed in Instrument No. D222282596, 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 2525 NE 28' St., hereinafter called the "Plan", which is expressly made a part hereof, as approved or to be approved by the City and the Landowner provides for management of storm water within the confines of the Property; and WHEREAS, the City and the Landowner, and their successors and assigns, agree that the health, safety and welfare of the residents of the City of Fort Worth, Texas require that on -site stormwater management facilities be constructed and maintained on a portion of the Property; and WHEREAS, the City requires that two on -site stormwater management facilities as shown on the Plan be constructed and adequately maintained by the Landowner, its OFFICIAL RECORD STORMWATER FACILITY MAINTENANCE AGREEMENT CITY SECRETARY Rev. 03/01/2022 BN FT. WORTH, TX successors and assigns, the location and dimensions of which are shown and more particularly described by metes and bounds in the attached Exhibit "A-1" ("Stormwater Facility I") and Exhibit "A-2" ("Stormwater Facility 2") (Stormwater Facility 1 and Stormwater Facility 2 are sometimes referred to individually as "Facility" or collectively as the "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 Facility Property at no expense to the City of Fort Worth in accordance with the design specifications for the Facility Property, attached as Exhibit "B", and the current standards then in force and effect in the City of Fort Worth and with the Operations and Maintenance Plan attached to this Agreement as Exhibit "C". The Facility Property includes all pipes, channels or other conveyances built to convey Stormwater to the Facility, as well as all structures, improvements, and vegetation provided to control the quantity and quality of the Stormwater. Adequate maintenance is herein defined as good working condition so that these facilities are performing their design functions. The Stormwater Structural Control Maintenance Checklists, attached to this Agreement as Exhibit "D", are to be used to establish what good working condition is acceptable to the City. 2. The Landowner, its successors and assigns, shall inspect the Facility Property and submit an inspection report to the City annually. The purpose of the inspection is to assure safe and proper functioning of each Facility. The inspection shall cover the entire Facility Property, berms, outlet structure, pond areas, access roads, etc. Components of the Facility, which need maintenance or replacement to perform their design function, shall be noted in the inspection report along with the corrective actions to be taken. STORMWATER FACILITY MAINTENANCE AGREEMENT 2 Rev. 03/01/2022 BN 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 as specified herein, the City, its authorized agents and employees, may enter upon the Facility Property and take whatever steps necessary to correct deficiencies identified in the inspection report and to charge the costs of such repairs to the Landowner, its successors and assigns. It is expressly understood and agreed that the City is under no obligation to routinely maintain or repair said Facility Property, 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 Property 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 STORMWATER FACILITY MAINTENANCE AGREEMENT 3 Rev. 03/01/2022 BN ANY LIABILITY IN THE EVENT THE FACILITY PROPERTY 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 LANDOWNER OR ANY FUTURE OWNERS OF THE ABOVE FACILITITY PROPERTY TO MAINTAIN THE FACILITY, INCLUDING, BUT NOT LIMITED TO THE BED AND BANKS OF THE DETENTION POND; ANY DAMAGES CAUSED TO PERSON OR PROPERTY DUE TO (1) FLOODING OF THE POND AND ITS BANKS, (2) SLOPE FAILURE OF THE BANKS OF THE POND, OR (3) FAILURE OF THE POND OR ITS BANKS TO OPERATE IN A MANNER CONSISTENT WITH CITY OF FORT WORTH CRITERIA TO PERFORM ANY OTHER DUTIES OR OBLIGATIONS HEREUNDER. 7. Landowner covenants and agrees that no habitable building shall be erected within the boundaries of the Property in which a Facility is located as outlined on Exhibit "A-1" and Exhibit "A-2" but this paragraph shall not preclude construction of other improvements within the boundaries of the Property in which the Facility is located, which do not impede drainage. Landowner covenants and agrees that no habitable building shall be erected on the above property abutting such boundaries of the Property in which a Facility is located, which shall have a finished floor at an elevation less than two feet above the maximum depth of water in the detention pond which would occur during a 100-year frequency flood. 8. This Agreement shall be recorded among the land records of Tarrant County, Texas, 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 owner's association. STORMWATER FACILITY MAINTENANCE AGREEMENT 4 Rev. 03/01/2022 BN Executed this 15th day of June CITY OF FORT WORTH b� Bcc�Alu7o� Dana Burghdoff (Jdn 9, 2023 8:56 CDT) Dana Burghdoff Assistant City Manager City of Fort Worth Date: J u n 9, 2023 Approved as to Form and Legality: Thomas Royce Hansen, Assistant City Attorney II City Attorney's Office Date: Jun 8, 2023 4gUUpn � �OF f OR P�pdO °. ATTEST: to o o du8 o°° Oan� nEXA`4o4p Jannette S. Goodall City Secretary Date: Jun 12, 2023 2023. LANDOWNER Holland Vaquero Car Wash Partners, LP a Texas limited partnership By: Vaquero Ventures General Partner, LLC, a Texas limited liability company Its: General Partner lam'- By: W.A. Landreth III Its: Manager Date: (4 1 (0 1 2,01L 3 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. n Rebecca Diane Owen (Jun 8, 202316:48 CDT) Rebecca Owen Planning Manager Date: Jun 8, 2023 OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX STORMWATER FACILITY MAINTENANCE AGREEMENT 5 Rev, 03/01/2022 BN STATE OF TEXAS § COUNTY OF TARRANT § *4— This instrument was acknowledged before me on JUne q _ o'w� by Dana Burghdoff, Assistant City Manager of the City of Fort Worth, on behalf of the City of Fort Worth. ,�`��r►�'�., BROOKE BONNELL ?t41ti Notary Public, State of Texas S%- �Comm. Expires 10-11-2026 Notary Public, State of Texas �.�``� Notary ID 134009526 LANDOWNER STATE OF TC)(0Z § COUNTY OF TIX V-0,� § BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared W.A. Landreth III, Manager, known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that same is the act of Holland Vaquero Car Wash Partners, LP, and that he executed the same as Manager of Vaquero Ventures General Partner, LLC, General Partner of Holland Vaquero Car Wash Partners, LP, as the act of such limited partnership for the purposes and consideration therein expressed. GIVEN UNDER MY HAND AND SEAL OF OFFICE this Cam'' day of -J-un P , 2023. r V 40 PAMELA JO HECATHORN Notary Public, ate of J Notary Public, State of Texas Comm. Expires 10-22-2024 Notaryy 10 132743370 STORMWATER FACILITY MAINTENANCE AGREEMENT 6 Rev. 03/01/2022 SN Exhibit "A-1" STORMWATER FACILITY 1 STORMWATER FACILITY MAINTENANCE AGREEMENT Rev. 03/01/2022 BN JPH Land Surveying, Inc. D.F.W. * Central Texas * West Texas * Houston EXHIBIT " A-1 » PAGE 1 OF 4 TRACT DESCRIPTION FIELD NOTES to that certain tract being a portion of Lot 3R1, Sure Block 1-R, United Service Center Addition, an addition in the City of Fort Worth, Tarrant County, Texas, according to the plat recorded under Instrument Number D212125732, Official Public Records, Tarrant County, Texas (O.P.R.T.C.T.); the subject tract is more particularly described as follows (bearings are based on the Texas Coordinate System of 1983, North Central Zone): I�IaN d COMMENCING at a 1/2 inch capped rebar stamped "JPH Land Surveying" set at the southwest corner of said Lot 3R1, from which a 1/2 inch capped rebar stamped "JPH Land Surveying" set at the southeast corner of Lot 3R1 bears NORTH 88°54'33" EAST, a distance of 183.76 feet; THENCE NORTH 88°54'33" EAST, with the south line of Lot 3R1, a distance of 33.35 feet; THENCE NORTH 01°05'27" WEST, through the interior of Lot 3R1, a distance of 9.51 feet to the POINT OF BEGINNING; THENCE continuing through the interior of Lot 3R1, the following calls: 1. NORTH 00024'05" EAST, a distance of 21.00 feet; 2. NORTH 89035'55" WEST, a distance of 27.50 feet; 3. NORTH 00024'05" EAST, a distance of 72.67 feet; 4. SOUTH 89035'55" EAST, a distance of 25.00 feet; 5. NORTH 00024'05" EAST, a distance of 75.33 feet; 6. SOUTH 89035'55" EAST, a distance of 21.50 feet; 7. SOUTH 00024'05" WEST, a distance of 110.00 feet; 8. SOUTH 89035'55" EAST, a distance of 30.00 feet; 9. SOUTH 00024'05" WEST, a distance of 31.75 feet; 10. SOUTH 89035'55" EAST, a distance of 87.69 feet; 11. NORTH 00012'25" WEST, a distance of 3.59 feet; 12. SOUTH 89036'03" EAST, a distance of 4.00 feet; 13. SOUTH 00012'23" EAST, a distance of 20.10 feet; 14. SOUTH 09013'26" WEST, a distance of 16.84 feet to the south line of Lot 3R1; Dallas -Fort Worth Central Texas West Texas Houston 785 Lonesome Dove Tr. 1516 E. Palm Valley Blvd., A4 426 Graham Street 11511 Katy Fwy., 300 Hurst, Texas 76054 Round Rock, Texas 78664 Tuscola, Texas 79562 Houston, Texas 77079 (817) 431-4971 (512) 778-5688 (325) 672-7420 (281) 812-2242 FIRM #10019500 1 JPHLANDSURVEYING.COM PAGE 2 OF 4 THENCE SOUTH 8805433" WEST, with the said south line of Lot 3R1, a distance of 4.07 feet THENCE continuing through the interior of Lot 3R1, the following calls: 1. NORTH 09013'26" EAST, a distance of 17.24 feet; 2. NORTH 00012'25" WEST, a distance of 14.73 feet; 3. NORTH 89035'55" WEST, a distance of 87.70 feet; 4. SOUTH 00024'05" WEST, a distance of 25.75 feet; 5. NORTH 89035'55" WEST, a distance of 49.00 feet returning to the POINT OF BEGINNING and enclosing 7,447 square feet. April 13, 2023 Project Ns 2021.022.013— DP A Proposal Ns DFW6537 Dallas -Fort Worth Central Texas West Texas Houston 785 Lonesome Dove Tr. 1516 E. Palm Valley Blvd., A4 426 Graham Street 11511 Katy Fwy., 300 Hurst, Texas 76054 Round Rock, Texas 78664 Tuscola, Texas 79562 Houston, Texas 77079 (817) 431-4971 (512) 778-5688 (325) 672-7420 (281) 812-2242 FIRM #10019500 1 JPHLANDSURVEYING.COM EXHIBIT it A-1" MONUMENTS / BEARING BASIS PAGE 3 OF 4 CRS p 1/2" rebar stamped UPH Land Surveying" set P.R.T.C.T. + p "+" cut in concrete O.P.R.T.C.T. Vertex or common point (not a monument) D Distances & areas shown are represented in surface values POB/POC Monuments are found if not marked MNS or CRS. OB/ R.O.W./A.K.A. Bearings are based on the Texas Coordinate System of 1983, North Central Zone z L7 Q 6.T M /_ qZ N /H / p2Uwp Ey��O is A 5.9' L5 a P.O.C. L3 1 T2 L1 a . „+„ _ — — CRS VARIABLE WIDTH R.O.W. DEDICATION INST.# D212125732, O.P.R.T.C.T. LaNd SUS LEGEND OF ABBREVIATIONS Plat Records of Tarrant County, Texas Official Public Records of Tarrant County, Texas, Deed Records of Tarrant County, Texas Point of Beginning/Point of Commencing Right of Way/Also Known As LOT 3R1, BLOCK 1-R UNITED SERVICE CENTER ADDITION z INST.# D212125732 O.P.R.T.C.T. A w ow��? 7,447 SQUARE FEET Poo w 00 d L9 Vl rU-1 engL, 0�0 A w 76.5' / a a L12 S89035'55"E 87.69, L11 =17N89°35'55"W 87.70' 00 L P.O.B.9 .0L16 L14 L0 N88°54'33"E 183.76' CRS L15 STATE HIGHWAY NO. 183 (A.K.A. N.E. 28TH STREET VARIABLE WIDTH R.O.W. u 0 40' - %M Scale: V = 40' JPH Job No. 2021.022.013 2525 NE 28th St. Fort Worth, Tarrant Co., Tx - DP A.dwg © 2023 JPH Land Surveying, Inc. - All Rights Reserved 785 Lonesome Dove Trail, Hurst, Texas 76054 Telephone (817) 431-4971 www jphlandsurveying.com TBPELS Firm #10019500 `\\ DFW I Central Texas I West Texas I Houston EXHIBIT SHOWING 75447 SQUARE FEET BEING A PORTION OF LOT 3RI, BLOCK I-R UNITED SERVICE CENTER ADDITION CITY OF FORT WORTH // TARRANT COUNTY, TEXAS / PAGE 4 OF 4 Line Data Table Line Data Table Line # Bearing Distance Line # Bearing Distance L1 N88054'33"E 33.35' L11 N00012'25"W 3.59' L2 S88054'33"W 30.00' L12 S89036'03"E 4.00' L3 N01005'27"W 9.51' L13 S00012'23"E 20.10' L4 N00024'05"E 21.00' L14 S09013'26"W 16.84' L5 N89035'55"W 27.50' L15 S88054'33"W 4.07' L6 N00024'05"E 72.67' L16 N09013'26"E 17.24' L7 S89035'55"E 25.00' L17 N00012'25"W 14.73' L8 S89035'55"E 21.50' L18 S00024'05"W 25.75' L9 S89035'55"E 30.00' L19 N89035'55"W 49.00' L10 S00024'05"W 31.75' L20 S88054'33"W 12.33' �.aNd Sari JPH Job No. 2021.022.013 2525 NE 28th St. Fort Worth, Tarrant Co., Tx - DP A.dwg © 2023 JPH Land Surveying, Inc. - All Rights Reserved 785 Lonesome Dove Trail, Hurst, Texas 76054 Telephone (817) 431-4971 www jphlandsurveying.com TBPELS Firm #10019500 DFW I Central Texas I West Texas I Houston Jewel Chadd Registered Professional Land Surveyor No. 5754 jewel@jphls.com April 13, 2023 EXHIBIT SHOWING 75447 SQUARE FEET BEING A PORTION OF LOT 3RI, BLOCK I-R UNITED SERVICE CENTER ADDITION CITY OF FORT WORTH // TARRANT COUNTY, TEXAS / Exhibit "A-2" STORMWATER FACILITY 2 STORMWATER FACILITY MAINTENANCE AGREEMENT Rev. 03/01/2022 BN JPH Land Surveying, Inc. D.F.W. * Central Texas * West Texas * Houston EXHIBIT " A-2 14 PAGE 1 OF 3 TRACT DESCRIPTION FIELD NOTES to that certain tract being a portion of Lot 3R1, Block 1- - R, United Service Center Addition, an addition in the City of Fort Worth, Sus v Tarrant County, Texas, according to the plat recorded under Instrument Number D212125732, Official Public Records, Tarrant County, Texas (O.P.R.T.C.T.); the subject tract is more particularly described as follows (bearings are based on the Texas Coordinate System of 1983, North Central Zone): LaNd COMMENCING at a 1/2 inch capped rebar stamped "JPH Land Surveying" set at the southeast corner of said Lot 3R1, from which a 1/2 inch capped rebar stamped "JPH Land Surveying" set at the southwest corner of Lot 3R1 bears SOUTH 88°54'33" WEST, a distance of 183.76 feet; THENCE NORTH 00°24'05" EAST, with the east line of Lot 3R1, a distance of 79.90 feet; THENCE NORTH 89°35'55" WEST, through the interior of Lot 3R1, a distance of 13.78 feet to the POINT OF BEGINNING; THENCE continuing through the interior of Lot 3R1, the following calls: 1. NORTH 89035'55" WEST, a distance of 6.00 feet; 2. SOUTH 00024'07" WEST, a distance of 37.65 feet; 3. SOUTH 44035'53" EAST, a distance of 12.05 feet; 4. SOUTH 45024'07" WEST, a distance of 1.25 feet; 5. NORTH 44035'53" WEST, a distance of 12.57 feet; 6. NORTH 00024'07" EAST, a distance of 30.17 feet; 7. NORTH 89035'55" WEST, a distance of 27.75 feet; 8. NORTH 00024'05" EAST, a distance of 131.25 feet; 9. SOUTH 89035'55" EAST, a distance of 35.00 feet; 10. SOUTH 00024'05" WEST, being 13.8 feet west and parallel with the east line of Lot 3R1, a distance of 123.25 feet returning to the POINT OF BEGINNING and enclosing 4,599 square feet. March 8, 2023 Project Ns 2021.022.013— DP B Proposal Ns DFW6414 Dallas -Fort Worth Central Texas West Texas Houston 785 Lonesome Dove Tr. 1516 E. Palm Valley Blvd., A4 426 Graham Street 11511 Katy Fwy., 300 Hurst, Texas 76054 Round Rock, Texas 78664 Tuscola, Texas 79562 Houston, Texas 77079 (817) 431-4971 (512) 778-5688 (325) 672-7420 (281) 812-2242 FIRM #10019500 1 JPHLANDSURVEYING.COM /100 MONUMENTS / BEARING BASIS EXHIBIT " A-2" PAGE 2 OF 3 CRS CRS p 1/2" rebar stamped UPH Land Surveying" set + p "+" cut in concrete Vertex or common point (not a monument) Distances & areas shown are represented in surface values Monuments are found if not marked MNS or CRS. Bearings are based on Grid North, Texas Coordinate System of 1983, North Central Zone 4,599 SQUARE FEET LEGEND OF ABBREVIATIONS P.R.T.C.T. Plat Records of Tarrant County, Texas O.P.R.T.C.T. Official Public Records of Tarrant County, Texas D.R.T.C.T. Deed Records of Tarrant County, Texas POB/POC Point of Beginning/Point of Commencing R.O.W./A.K.A. Right of Way/Also Known As 0 Ca �i N M � r a W N F P� W Q 9- q� Pr 0�T4 Q H z 0 H Q �i N .r M o z�U N E GGWQ� �U�Py V) - E-o O Q LOT 3RI, BLOCK 1-R UNITED SERVICE CENTER ADDITION INST.# D212125732 O.P.R.T.C.T. L1 M — "+" — — — CRS VARIABLE WIDTH R.O.W. DEDICATION INST.# D212125732, O.P.R.T.C.T. LaNd Sup` S89035'55"E 35.00'00 13.8'CD P.O.C. 311*4 S88054133"W 183.76' STATE HIGHWAY NO. 183 (A.K.A. N. E. 28TH STREET VARIABLE WIDTH R.O.W. s N N ~ N W � � O O N N O z N 0 0 L4 L3 / L10 r9.8' aLS a L7 u 0 40' Scale: V = 40' EXHIBIT SHOWING JPH Job No. L+ 5 9 93 QUAKE FEET 2021.022.013 2525 NE 28th St. Fort Worth, Tarrant Co., Tx - DP B.dwg BEING A PORTION OF © 2023 JPH Land Surveying, Inc. - All Rights Reserved LOT 3RI , BLOCK I -R 7Lonesome Dove Trail, Hurst, Texas 76054 UNITED SERVICE CENTER ADDITION Telephone (817) 431-4971 www jphlandsurveying.com TBPELS Firm #10019500 `\\ DFW I Central Texas I West Texas I Houston j CITY OF FORT WORTH TARRANT COUNTY, TEXAS EXHIBIT if A-2 PAGE 3 OF 3 Line Data Table Line # Bearing Distance L1 S88054'33"W 30.00' L2 N00024'05"E 79.90' L3 N89035'55"W 13.78' L4 N89035'55"W 6.00' L5 S00024'07"W 37.65' L6 S44035'53"E 12.05' L7 S45024'07"W 1.25' L8 N44035'53"W 12.57' L9 N00024'07"E 30.17' L10 N89035'55"W 27.75' �.aNd SUS JPH Job No. 2021.022.013 2525 NE 28th St. Fort Worth, Tarrant Co., Tx - DP B.dwg © 2023 JPH Land Surveying, Inc. - All Rights Reserved 785 Lonesome Dove Trail, Hurst, Texas 76054 Telephone (817) 431-4971 www jphlandsurveying.com TBPELS Firm #10019500 DFW I Central Texas I West Texas I Houston Jewel Chadd Registered Professional Land Surveyor No. 5754 jewel@jphls.com March 8, 2023 EXHIBIT SHOWING 4,599 SQUARE FEET BEING A PORTION OF LOT 3R1, BLOCK 1-R UNITED SERVICE CENTER ADDITION CITY OF FORT WORTH // TARRANT COUNTY, TEXAS / Exhibit "B" DESIGN SPECIFICATIONS STORMWATER FACILITY MAINTENANCE AGREEMENT Rev. 03/01/2022 BN "" ) Dwdl:�VkJ7l ow. 1°a-as-xoxi pc,(s)ii:¢:°w oe.i _o ".n >~imti-�xa°.asm"c.c.n,.,xaan�m..a.aa�,ka�.wr a,x am - i .--.-. puwni � Tew, vumm Numbs Diiii m « e om . a OndkNa'a € ❑ bad .mie fr eh c � n & 6 ,w lh,elefkme med�lee n.Omul, 1111w re❑id�cax nia a me®,mYa v+u d;b�e km�p oa(Px coM E�E ) d xee+game li4ae ��@). uol dash io., �.,�,) rm �w ��.• mefei'�wa Iror m "�"�. or�xmm®, � enbaed•m.�mo�ma ruim..umw .=xm"h •®d.rc Thu 1 T—Le. u'WmxZONE(S Xo(s�ne CFlma Wuveree N.aM11 coma r.ree mo.slw�Txs) m Nxoisroarzf .v wa M're @Srx) w n M.a / e r��SN�o�r.4�kEwcfla�4 � � T ¢U$�Fl i mb, o.liaaaNmhc� w. r.iae �drTa� m aia. � aca n.mr.m.acxxmi aa. , d e" wmJiw � o .r, mNamx,xa.. .r,d4xm.rT.x..,¢aa¢ �.�c.m� amlwm,rmm I D z; r,��1t�4ufflam(s x oaxrc.r mu�.l Nas ersa a leafs � v v (i �� V • j(1 .m•Ju.� w 3 k� p� DSsfaferneeoxNre aissai¢i _ _ � Cn LOT 3R], BLOCK 1-R UMTED SERVICE CENTER ADDITION INST.k D212125732 O.P R.7 C.T �" xVaDwc5oB5ERV5D um.uwr, I .sum mvme �I re^ r�JsTATB HIGHWAY NO. 183 ,,,sD,:,xDwN ws�;=eTx nxxET xearrr �oo�o mm�m. .o® amm rnk sunm sawn N•)li .m ,mu,lxe y�le eaa aesis�x,oe , @r t x B - � H —a m d,x oil -7x , M.m>..¢maolS�.�ma.a,.�d ,iaF.ve mf.D.x.T.c.T. =ux� a P�m,m.,,.�aa==R�=,,mmr,l.k�n,°°I•. x aaa w o�eodno a a....mm. oxre.o�xx.xy.a.,xy.x ws x,�> ier.xm. rma.rmxm i Ei m.a+.waai—. ¢um.x i—.m.n—u.eam..Mn raauryrem S Cih.f ea, w"m wxx'm.mnenfxe Flv 2111 .nowe xanlvan Sem so:, x m Cxee4.hea rmmopius,e m-11.1 T Tuna Nmux ree fix a xlelwtrxeems ul x (has: . .,x.,aoaa.crxo,.m a.axn No,an.m.m,nc�on Wx oe.x.oa Tb,xb°�'�r"m �r'maaxai ,¢ w�.m x�icr aL'rn.m zrs tnw ra.�%m.m�1�mH3",.nnce.a t oFT� W x VICINITY MAP 1.772 ACRES LOT 3RI, BLOCK I-R UNITED SERVICE CENTER ADDITION xDD�ss xx Nr D11 Al �� d UNITED SERVICE CENTER �` %I yl ADDITION (i �soUTxw.STsnry x.l.T VOL.3R8-140,PG. 35 �I aDo R PRT.CT 6L�VSO'""T enRSMS'NT a u'Iarry easSMENr / 11pn TCT e( i+14 1111110_______-__ arc — i 0 J-------- T�L -OFFSITE PAVING / r BY OTHERS DETENTION „ 1 I1 // I aenrsnrvcE saOILE N>P.7 Na55a�� I . N'T 1 Y BAR COP.) ° Mo� Nu // SIGN ry_n II e x'rcT R,I j—J/ / ® CAR WASH BUILDING. J II _---- CONCR T,488 SF n LOT. ILITHRI \ I fi0fi 46 F.F.E. UMTED Sh:i< 'CK ADDITION FIRE W.E I ILK• \' 1111 UA PARKING LANE II / o 1 mourvTEo t -----�� / . I WHEELSTOPI RDA 11 1]92 SIGNS mP.)� HANO . r P) RARG o I. �I '----- V— ° °r'STORM / ' xVa LMEWLas RE PF�1-7f-] REFERTOARCHPLAILSR BETA / \ PROPOSED / j� �\ ! 1 "'CEss� I. ) "'ACUUMB T T _HYACVUM EASEMENT /� �/ \ \ m . U ♦RE MLf PLAN FOR `\ \ F4B I ND \ IREVAII—STORM 3EPARATOROESIGN \ \ LANE I_ 'RMN RENT 11 VA�jVVM RAYSLL QexT<T I II \ \ bGP �Ii \ ,1 \` I TRUCK BALES"'C., I \"o>qss !R v' X4 AS CORPORATION >T 0 D220168680 I1! — \ I O.PRTCT. z —' \ I I \ / MR TRUCK SALES INC I I \ \T \ I CENTRAL APPRAISAL I PROPOSED \ 'ACCOUNT# 41596145 \ 'IRU BLOCK I-R QEASEMENT \I\\ \ RVICE CEN TJ. D212125732 R — — — H---- l SO PAT CT ]32 i I OM3E� OF -------_ --- \ LLAND ADDITION I 8AFLNE ER OF OM COMPANY PG. 492 I DRTC.T. I II I BARNBY HOLLAN `OH COMPANY 2828 DEEN ROAD TARRANISAL DISTRICTACCOUNT #P41596196 LOT 5R1, BLOCK 1-RIB UNITED SER VICE CENTER ADDITION ¢� SITE LEGEND IINIIETE _.CUT LINERS SITE DATA SUMMARY TABLE FIRE I'NE (CONFERENCE CENTER) STRIPING -"IN'SPACES ® GR SSITEACREAGE, ESIP,112SR) EXISTING UONING, 9)LIGHTINDUSTRIAL N SIGN m PROPOSEDOONING, 0) LIGHT INDUSTRIAL PRO H IANDICAPLOGO _ & IBUILDINGAREA, 1466SF. I NUMBER OF STORIES, 1 HANDICAP SIGN RAMP ❑ I BUILDING HEIGHT, (BUILDING COVERAGE, I FLOOR AREARATIO, &19 BOLLARD TRAFFIC ARROW • I REGULAR PARKING REQUIRED, 1 PARKING SPACES B1 SP PER 1NX SF ) FIRE HYDRANT REGULAR PARRING PROVIDED, 5 PARRING SPACES DUMPsrER IVACU MRAYS PROVIDED, RKING GRACES I HANDICAP PARKING REOUIRED[� 1 EG (i VAN GRACE) SPACFE �I J L� gcAP PARKING PROVIDED, 1 (t vAN IRAGE) M��SAi(9ME(J 53,435 s.F. oR e9.z, LIGHT POLE .-D 23,41I SF, OR 3SB, N00'12'26"W 416.48' PANDA UNUERGROUNDETENTION D 4 VACUl7fi1 BAYS.. 05 ® r I ll� II — — — — — — — — — f HIR LANE REMAINDER OF BARNEYHOLLANDOH.COMPANY VOL 3415, PG. 492 D R.UCT BARNEY HOLLAND OIL CO TARRANT CENTRALAPPRAISAL DISTRICTACCOUNT# 41596153 LOT2RI,BLOCKI-R UNITED SERVICE CENTER ADDITION BSST # D212125732 O.RRTCT EXISTING LEGEND E p <ne�Em. —IL—wmorw<F ® uEc caax '� uiurvame �nffwa raxw ® �" p w'rneim pmw aEr w.w ® ewunovon ew ® _ x.«raxrxE �610.92 TBM MNS A I IST12' OIT T BLE WED H RO W DEDICATION I/ VARIA UNITED SERVICE J CENTER ADDITION INST # D212125732 ORATCT 110 06-02-2023 SWFMA 19 05-19-2023 SWFMA & NTEMP TRENCH COMMENTS 8 04-28-2023 SUII DING FOUNDATION IIPDATF FIRE HYDRANT I o�x Ayz HDO ANT ul - < r3. SITE ❑. VICINITY MAP x SITE GENERAL NOTES 1. ALL CONSTRUCTION SHALL BE IN STRICT ACCORDANCE WITH THE CITY OR LOCA JURISDICTION STANDARDS 2 THE LOCATION OF UNDERGROUND UTILITIES INDICATED ON THE PLANS IS TAKEN AS43DILTS. UTILITYSURVE IRUILT NNANGTH THEONERS OF SUCH NDERGOUNDUILIIESPRIIORTO IN THE AREA TO CONFIRM THEIR EXACT LOCATION AND TO DETERMINE NMETHERA ADDITIONAL UTILITIES OTHER THAN THOSE SHOWN ON THE PLANS MAY BE PRESEN CONTRACTOR SHALL REPLACE OR REPAIR THE UTILITIES OR SERVICE TINES WITH THE SAME TYPEOFON! INAL MATERIAL AND CONSTRUCTION, ORBETTER, UNLESS OTHERVMSESHO- OR NOTED ON THE PLANS. AT HIS ONM COST AND EXPENSE THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER AT ONCE OF ANY CONFLICTS WITH UTILITIES A ALL ATIONS, TRENCHING AND SHORING OPERATIONS SHALL COMPLY WTH THE RECUIREMENTS OF THE U. S.DEPARTMENT OF LABOR. OSHA. CONSTRUCTION SAFETY AND HEALTH REGULATIONS AND ANY AMENDMENTS THERET0. & THE CONTRACTOR SHALL RESTORE ALL AREAS DISTURBED BY CONSTRUCTION TO ORIGIN CONDITO TRENCH ILL SIDE SEOPES TTER RFENCES EDRAAIIENAGE DITCHES, DRNEWAD AAS INCLUDE BUT ARE �sPRIM T LIMTDE YARDS AND & ALL CURB RADIUS TO BE 10MR 2LI NLESS OTHERNSE NOTED ON THE SITE PUN. A THIS SITE PLAN IS SPECIFIC TO THE GODDARD SCHOOL SHOULD THIS SITE BE USED FOR ANY OTHER—P SE IN THE FUTURE THE T TIME SHALL INSTALL SUFFICIENT STACKING SPACES FOR THE PROPOSED NEW USE OF THE PROPERTY. 1D NO LANE CUOSURFLLCNED DURING PEAK HOURS. OFF-PEAK HOURS ARE 9 AM TO B PM AND 9 PM To 5 AM ON WEEKDAYS WATER METER 0 SANITARY SEWER SCHEDULE SITE PLAN CAR WASH ID TYPE III NO PASS 2525 NE 28TH STREET O DOM. 2" 1 T BLOCK 1-R UNITED SER Cy A% lO IRR V 1 N. WORTH TARRANT COUNTY, TEXAS BY NO. DATE DESCRIPTION BY I A I D �4 V GU IL I(_ 1 12-0]-20221ST SUBMITTAL f NB ENGINEERING LLC 2 12-15-2022 LANDSCAPE PLAN REVISION KP ''• Tmesaa+.esasi Toaes.zianae i�� A® 3 01-19-2023 4' FLUME & CURB WALL REVISION / KP 4 01-26-2023 STREET LIGHT TRANSFORMER CONNEC110N KP PJ5 02-03-2023 SYR CALCS ADDED &RIP RAP REVISED KP R—DR s. P9?f6 's ;., 9T534 S1p C.. �q�gLS Ctx'.�IxSoD PMM R32 %cal Pa052<r2i o ss[cr No. KP NorzawN P 6 03-13-2023 SAFMA COMMENTS KP 20� Cr3.0 PI] 04-14-2023 SWFMA COMMENTS KP 55/02/2D23 TXPEORM DI1525 ® n ` 1 ,1 ■ 4 m, SITE ■ .a6 i ,; 1 � ■ � a x �. VICINITY MAP ■ ■ • ■ N. a ■ � I i ■ i PRE -DRAINAGE LEGEND EXIBTINGMINDRcoNTDDRB ■ ; ■ EXISTING MAJOR ♦ ; ■ ■ ■ DRAINAGE AREA NO. DA-I ■ is DEMNAGEARFAACREAGE Q,2$ r ■ Q ♦` �± ■ y^ ■ DRAINAGE DIVIDE mom Y u ♦♦ ■ DRAINAGE FLOW DIRECTION b ■ ------------■-■ ` ■ BENCHMARKS ■ L ■ u/� i SITE BENCHMARK WAGRNAILROXIA TESHERSTAMPED •LPH FTHEMARK• ■ l l ■ STERSECTIC RETEOF NORTHEAST RTH AST 28T STREET Y620D THEV £9 INTERSTATE THE ■ l 1 ■ IT GLVACTIO 35 SERVICE zsTNCH MAT ELEVATION 610K(NA ■ ■ HIGHWAY N0 35 SERR GE NROADERA BENCHMARK ELEVATION Gfi10 92 (NAVDB8). ■ 4 ■ SEE VICINITY MAP FOR GENERAL LOCATION. ■ ■ ■ FLOOD PLAIN NOTE ■ {` • ■ TY UPS WTHIN THE DUNE'X- UNSHADED ♦ �R • THE SUBJECT PROPER ♦ y1 (DETERMINED TO BE OF THE010o ANNUAL CHANGE FLOODPIAIN)AS ( u ■ ETERMINED BY THE FEDEMLEMERGENCV MANAGEMENT AGENCY 1 NATIONAL FLOOD INsuRANCE PROGRAM (NHP)FLooOINSURANCE RATE MAP NUMBER ^ 48439C0190L. 0.4TED MARCH 21, 2019 FOR TARRANT COUNTY, ♦ `.ii ■ TEXAS AND INCORPORATED AREAS. ■ ■ ■ # ,� � 1♦, � o..n, �tb eloo ai9. is PRE -DRAINAGE PLAN �� ■ CAR WASH ............................................... WEIGHTED RUNOFF COEFF.tnLes WEIGHTED RUNOFF CCEFF CALLS 2525 NE 28TH STREET FOR DRAINAGE AREAA FOR DRAINAGE AREA C UNITEDSE CE LOT3R-I, BLOCK I-R ' CU 0.30X0.6IG0.90X1 S OI I3 CO O.60X0.65 U0.90 XO.I0 m82 I 0111 WORTH 2. 1.34 TARRANT COUNTY, TEXAS PREIEVELGPED DRAINAGE SALCULATIDNS L ppGMINACE tt E2 W I-te E2s E59 Hoa A A CA as 4s We 425 G60 4tee REMARKS N0. DATE DESCRIPTION BY ��LL� AR■A ° (minl Immrl IIAmq Ilmml Ilmml Immrl IlWh) 1" 17' 17 IANI 4+41 Im, 14N1 k19, Im, 1 12-0]-20221ST SUBMITTAL KP ENGINEERING LLC 0 t. OnA 6.T9 4.It s.14 s.si T.ss e.4o 9.z4 is?n5.91 29s ili &w 9.e4 tits t294 ia49 is.a4 SHEET FLow To oFFsnE 2 12-15-2022 LANDSCAPE PLAN REVISION KP Tmes9atess9i Eoae9.z,anae i e n..€:-i nm A., T . 0.64 oFF91TE 3 01-19-2023 4' FLUME &CURB WALL REVISION / KP 9Am vr7 CDFSEIxSDn A® 4 01-26-2023 STREET LIGHT TIR SEOR €I�Cr[�s�NE('ePON KP s..A9]534 - 10 06-02-2023 S.11A P 5 02-03-2023 SYR CALLS ADA & R RV fiE11iSE0 KP 4�s'�lf.Sg3i' ` aELT" oA.O 9 I TOTu s s 4 z4 91o5902A9 I,t9 s.n zs.ze 90.N 94.z4 40.99 45.09 49Ao sHEETFLowTORow 19 05-19-2023 SWFMA & NTEMP TRENCH COMMENTS P6 03-13-2023 SWFMA COMMENTS KP °w'fi EKPNIORdz�iz/ol/n xasenv Pas z�0 G5,0 9 0 9 e t IT 4 e 1 I s e 9 9 t zee zee izs4 1 4T 254 J 8 04-28-20235UIIDING FOUNDATION UPDATE KPI] 04-14-2023 SWFMA COMMENTS KP 06/02/2023 TXPEFIRMDI1525 ul VICINITY MAP POST -DRAINAGE LEGEND DRAINAGE "' NO DA-2 DRAINAGE ARE4 ACREAGE O.SO ORAII—ED—E mom mom DRAINAGE—DIREGNON b HIGH POINT—I'—N—M—N—N— POST-DRAINAGE PLAN CAR WASH �r 2626 NE 28TH STREET UNITED SER Cy hT WORTH BLOCK 1-R TARRANT COUNTY, TEXAS N0. DATE DESCRIPTION BY o A D �/N IJ V Gi LL E 1 12-07-202v ET SUBMITTAL KP f ENGINEERING LLC 2 12-15-2022 LANDSCAPE PLAN REVISION KP ''• •mesaa+.esasivoaes.ziana" ai��-€�-.,T Tx �m 3 3 01-19-2023 4' FLUME & CURB WALL REVISION / KPfCarsfion.n®�, 4 01-26-2023 STREET LIGHT TRANSFORMER CON KP 1 10 06-02-2023 SWFMA PJ5 02-03-2023 SYR CALLS ADDED & RIP RAP REV15E0 KP .. 's.p92534Pp �q�gLS KP uorzawu' o vaas �9 OS-19-2023 SWFMA & NTEMP TRENCH COMMENTS IiPJ6 03-13-2023 SWFMA COMMENTS KP /oT/Z x Z' GS.1 �8 04-2A-9093 RUII DING FOUNDATION UPDATF P�7 04-14-9093 SWFMA COMMENTS KP Ofi/62/2U23 TXPEFIRM D11 � � o e` U,<'R.W.° ao&w - oaNaa ° LLI a LLoo ge � ��o_ N - �pa .m ��....,. LLaooNwN>no`�-'w �m< any m a a o �a N rc z wsaQMg „i s a «aFWyooaw�w �=o ywy Q "o x �m w ooh- _ - - I°-- 8�8,8y�o -ow�p lw �w¢w�a�ow -mow nxw w o< co urw�a°�= oQWao `;m w °a w�wm o8r ogw 64 so # o —STATE HWY NO. 183 A.K.A N. E. 28TH STREET°d moo VARIABLE WmTH RO.W. —wlw 45MPH. 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SANITARY SEWER CLFANOUT SANITARY SEWER DOUBLE CLEAN OUT SANITARY SEWER SAMPLE PORT O —ER METER ® FLOOD PLAIN NOTE IRRIGATION METER ED cAS METER THE SUBJECT PROPERTY LIES w1THIN THE LONE'•X- UNSHADED FIRE HYDRANT (DETERMINED BEE OEDEE�oL2EMER ANNUAL CAANGE ANAGFMEONTOA EINCAS THANSFORMER NATIONAL FLOOD INSURANCE PROGRAM�INFIPZ FLOOD INSURANCE RATE MAP NUMBER 48439—BUT, DAIED Y LIGHT POLE TEXAS AND INCORPORATED AREASMA 21 019 FOR TARRANT COUNT POWER POLE 0 STORM LINE A PROFILE STORMLINE B PROFILE SCALE (Hoi" ❑40m0Vol" ❑4q SCALE (Ho1" 040®V01" 04q 615 --15 615 615 3 sroaM siaucivaE TneLE sroaM siaucivaE TneLE 610i zY a W n .10 610 SXLCTLXExAME 96L L6E°TA La E6L L6ENAxE S6LTLXEpETAL91 D. mT. � - Ir lxvlx os9]e90 12 Irvvlry oss]awRN... 6� 6AOE, ®, YEE I rz lrvv°uT os99 nz 12 xv°uT ox]a9] L. qIF c g aucTuaorvnMEaucivae TnaLe wc9 600 "m 600 0G �'wv6s 600 MM'NG s UGHMENu-R_lNE. 12 IN-LTo L o m wm,00 molMM sroaM sraucivae TneLE �loovasJ rscFGls]o 19 Ixv1x oo99aw ai6uciu6E rvAME si6Uciu6E UETA Ls 595i � �qb %5 595 `95 Ll E. so92 soul vATE 1a IxvouT oxssr mxz 10 xvxoxsarc sD! I.iE 10 IN—Tosw000 5— OUDo omo 1[l0 I- 5-0m0 omo Om0 I1 STORM LINE C PROFILE STORM LINE D PROFILE channel Report SCALE (Ho1" 040®VA" 04q SCALE (Hoi" ❑40m0Vol" o4q w.-w..o „.+....una•s... "++.+ew 15 I I iauioapm G) •a.so °I. 1 p EIw INS - eel s e s xveex�l •amt] c °x .YNaryp Co aLL z oN ' cloIs s 610 FIN ENeml ..xHa oxNm m \ / 61 61 / I6ITED ILL Go`n® Lo°w,E 9D oE E i _ fioo Ip_.._.AOP.e verp�-boo FLaw P�a,.o .10 - P®os4D�=` 59 .5 51 -0 DL b (I 96 x FRIv il/Fl 590l w1NA,s y,y�m -0�0 OUDo omo 1L)o (- SECTION A -A DROP INLET CAPACITY P LENGTH INLET OESCSDC2RIPTNIH LOCATIOX TYPE OW Ipno01 OPEN( CT REMARKS FL EcEsl I%) ane Ix]MMP„moon GRAT , RENGH DRNN STORM SEWER PLAN 0 PROFILE TE eAPAGTYFGRt MLEr Gv-].oy (GPE Tro TO VEAwMET� GF GPENENG P:F. / J CAR WASH CURB INLET CAPACITY 2525 NE 28TH STREET INLET pescwPrlo Tr rEARP IN Ic T m EPrx APACT REMARKs UNITED SE LOT3R.1, BLOCK I-R 0o j41m1L NORTH x FE 1 1 E LE cpEl rex piEIRIe IHRI c "LET- ISO It 6] TALL lamuRB INLET TARSR�ANT COUNTY, TEXAS I2� xmecueanaEFa MursMsac nwavna]rxToc xecxroras FSFr axo PoE�NO DATE oxmxw�Tx=caraurvoF DESCRIPTION s BY 1 12-0]-2022 1ST SUBMITTAL KP B'1CFINEHiING 11C 1P. 2 12-15-2022 LANDSCAPE PLAN REVISION KP '•• Tw®a91.as9blEwe9 zr9 Trasl Ema�mmom�amo 3 01-19-2023 4' FLUME &CURB WALL REVISION KP __Puirnvrns.vriii_if Mm D® 4 01-2B-2023 STREET LIGHT TRANSFORMER CONNECT KP 9T5- . cm mar ]lea hem P., EQ x�:Mi PBD6zz,D i� T 10 06-02-2023 SWFMA K� 02-03-2023 SYR CALCS ADDED &RIP RAP REVISED KP 97 3 E , /o]/n 5L xo 9 05-19-2023 SWFMA & NTEMP TRENCH COMMENTS VCPi 03-13-2023 SWFMA COMMENTS KP C-6.0 8 04-28-2093 RIII DING FOUNDATION UP ATE VIP ] 04-14-2093 SWFMA (.0MMFNTS KP Ofi/02/2023 TX PE FIRM DI1525 6fLEW2AL�XF1!!dlEplA9IREA�H' �amcw-awcm-Im+nomsw.n I aw I 6lLEWAAL E�dIEOAU�ioREA��H oUkLTEWYLEW1plk.ALFAs[wsunnurwfc.msx pLplpFpg)�/ �_ wr, =prygpscu+nax=+va+°.5®z=a,macs ��Lro,«.,,r�rt�nnrtpnp� SIN i TCdC1.aw.o...xw.°a... m zsrenrtawmis�vaw=wsx sox vwxw=spw 11 w plPfpCfiRL!lg ytpRpl`pi(lgYf nwn .pFlgp,ovwvow. tvn,. u,°.aa,rc, MAN eAaw,rt„,ww„,�.od,t,„ oi(m en. n tlUF2MWYLER1pdaL'FAaewsunnver waec.xx T°vun mowxeua. .° gLNppylggJ7��d�lAri�.� `w, WURME6'.EtE �- u,. =ARLyysow.Low=e.s°,...,.°_a.z,n — UGE UGE UGE UGE UCE UCE UGE LiE 1' IQ=CLH^3/2 RESTRIC OR CALCULATIONS FOR Q100YR�BOUNIXY iYt �I POND �O100 Y0.0.ELEASE= 4.65 UNDERGROUNO C (WEIR COEFFICIENT) = 3 1 DETENTION IH lOOVRWSE-BOTTOM OF POND)= 1.49 I L �LENGTI OF OPENING) = _9 J RESTRICIOR CALCULATIONS FOR Q2SYR IQ=CLH-3/2 IQ251R RELEASE= 3,p6 C (WEIR COEFFICIENT)= 3.1 L I I IHWEIR CE-BOTTOM OFPOND)= 116 PoMNwa Po�wA CAR WASH BUILDING IL L2E5Ny HOF OPENING)= pJ9 J,466 SF LOT 3RI, BLOCK I-R 3 SIMI9 F.F.E. UN=SERITCECEV=E DITIOY RESFRIDPOR CALCULATIONS FOR COGYR Pmr gaps Brralm MST#D212125732 IQ=CLH^3/2 L 772 ACOPRTCT RBS rD IO30 VRRELEASE= 227 9 O.W 59223 S.ipd O.00B OW91 I I -zl�M-1 C(WEIR COEFFICIENT) = 3.1 9.59 Ss. S.'.3,916 3,M6 UCE UGE 9 4L I 5m[t1W IH IIOYRWSE-BOTTOM OFPOND)= 1vEN�a IF(LENGTHOF OPENING)= 0.79 2 0& R1p.05 S.I. I.L. 4234 RESFRICTOR CALCULATIONS FOR QEYR p% -1. Sipl 671 4.9p5 W W W I OAS IQ=CLH^3/2 tW p0. 4t6 8 St6 I O O OS V0. 0.ELEASE = 1 R2 6 1 d9 9 6.163 t.]L4 ISO— —<Ntl5 I — �� E C(WEIR COEFFICIENT) 3.1 OO IF ISYRWSE-BOTTOM OF POND)= p.82 ] IS)69AT3 S.t63 5t6 ?JN CNtlS �SWFMA aOUNOR PONDA I W L (LENGTH OF OPENING) = p.J9 OE ELATION D RESTRICTOR CALCULATI ONS FOR Q2YR J IQ=CLH-3/2 Q1 VR RELEASE = 1.11 C (WEIR COEFFICIENTF 3.1 H�1VRWSE-BOTTOPOND)= L LENGTH OF OM F IPENINGI= 0.]9 26"W 41r6.48 IoumLpw A,x,arAmxw aw, ' Inl,ppyy Fyq �g2)Fpyyirotxewsraesv¢arrEx,ceww'aruxrennnunorr Isa'M��Ury� ycu'��'LLs�i4a�Llsuqq�s��'[[6gtloM1xLwNa ]tlulcl//s�Jy�(lggswsnvn cn-smnn-Iwnnoasl�x°cm-�xsrn I (AFA'ftdJ/A1NCNSAAwe, I aa, I I I v� �zyaFzp rig ar opa a Tl9l��AE I OfEIGI1U1YfUFACae VDU! •• w,r n,lUt', °U .c,,. UNDERGROUND DETENTION PLAN UNDERGROUND DETENTION PROFILE 000.YEARME _ O1T3, 10 EARWSE 0.t6o SYEARME ________________ 0500.050 2-YEAR ME 0590.32 ________________ o os�2+� ORIFICE DETAIL NO. DATE DESCRIPTION BY f p 1 12-0]-2C22 1ST SUBMITTAL KP2 hie- 12-15-2022 LANDSCAPE PLAN REVISION KP o 3 01-19-2023 4' FLUME & CURB WALL REVISION KPxsxr s. 4 01-26-2023 STREET LIGHT 1R S 0 € C NEe ON KP ��"�`�d�I�io a.. �10 06-02-2023 SWFMA P 5 02-03-2023 SYR CALCS AO SEO KP J6 Aky�3c+" I9 05-19-2023 SWFMA & NTEMP TRENCH COMMENTS 03-13-2023 SWFMA COMMENTS KP 8 04-2A-2093 FILL DING FOUNDATION UPDATF P�J 04-14-2023 SWFMA COMMENTS KP 06/02/2023 POST -DRAINAGE PLAN CAR WASH 2525 NE 28TH STREET UNITED SEP Cy hT WORTH BLOCK 1-R TARRANT COUNTY, TEXAS D 14NGLE ENGINEERING LLC opprRIPI fI'CasfixSon.A® sLLr w P11PRIMJZ �12,OJ/22I SC e ` 962.2, TXPEFIRM 011525 _6.1 I I NORTH ARROW PROVIDED FOR REFERENCEONLY. REFER TO ENGINEERED SITE PLANS FOR EXACT LOCATION AND ORIENTATION 2-0• O RISER 32 WO RISER K2 6-0 RISER L2 +—�6'0 RISER M2 8-0 RISER N2 {IIIII 6.0 RISER P2 tB'O BULKNBADJf 6'1 RIB ERR R2 60 RIS 52 18'08ULKHEAD K1 6'0 RISER T2 18'O BULKREAD L °_ 18.0 BULKHEAD MI 18-O BULKHEAD Ni 18'0 BULKHEAD Pi I P� IO BULKHEAD RIB /1II 1W8-0 BULKHEAD $1 - 18'BBULKHEAD TI BAND, TYPICAL J " SEE DETAIL SHEET 03 THE UNDERSIGNED HEREBY APPROVES THE ATTACHED (5) PAGES INCLUDING THE FOLLOWING: • PIPE STORAGE = 5,355 CIF • MAINLINE PIPE GAGE = 16 • WALL TYPE=PERFORATED • DIAMETER=18" • FINISH =ALT2 • CORRUGATION =22/3xl/2 CUSTOMER DATE i, Ij 8DATE sEa REVISION DES—PTION 18•0 BULKHEAD AG1 111 BULKHEAD AH1 1VO BULKHEAD A11 18.OBULKHEAD AK 18.0 BULKHEAD ALI 18.0 BULKHEADAMi 160 BULKHEAD AN 1 18'O BUIKHEADAPI 1WOBULKHEADARI 18'0 RISER Ui I 18.0 BULKHEAD AS1 8.0 BULKHEAD AT 1 18'O BULKHEAD AUi IL III eL i" eF •"I 1B8'O 'OBULKHEAD VIA T ••• "• •• 1BULKHEADWI� - 160BULKHEAD XiJ - 9 1B'O BULKH-11 - ••• 18.0 BULKHEAD ZIP ••• 18.0 BULKHEAD AAI s�"-• ," 160 BULKHEAD ABI� 18'OBUL(HEADACt 1~ 18.0 BULKHEAD AD I Q 6'000LKHEAD AEI 2 2. 60 RISEp R V2 6T8 RISER W2 60 RISER X2 60 RISER Y2 60 RISER Z2 6'0 RISER AA2 6.0 RISER A82 b•0 RISER AC2 6.0 RISER AD2 61 RISER A. :ra• 2-0' 9.0 RISER AG2 --IS'. RISER AVID 6.0 RISER.2 61 RISER Al2 b'0 RISERAU 61 RISER Alt 20E• _ 12.0 STUB AW2 8'0 RISERAM2 6.0 RISER AN2 18'0 BULKHEAD AW 1 60 RISERAP2 6.0 RISER 12 WO RISER AS2 8'0 RISER An 6.0 RISER AU2 1VOWEIRPLATE HI e H I �u POF SYSTEM=ECB] "1 III iL ul = nT o k END VIEW ,• IY 41 III WEIR PLATE DETAIL - PART H1 " "• "' ,,, _• "' ` A" NOT TO SCALE J ) ]2'-Y ASSEMBLY SCALE: 1-20' PIPE STORAGE: 5,355 CF STRUCTURAL BACKFILL STORAGE: 2,582 CF TOTAL STORAGE PROVIDED: 7,937 CIF LOADING: H2O PIPE INV.=59923•t CS1I4NTE9%H' ..SI-.il"liv..Ll• F NOTES m I' • ALL RISER AND STUB DIMENSIONS ARE TO CENTERLINE. • ALL ELEVATIONS, DIMENSIONS, AND LOCATIONS OF RISERS AND INLETS, SHALL BE VERIFIED BY THE ENGINEER OF RECORD (EOR) PRIOR TO RELEASING FOR FABRICATION. LL • AFITTINGS AND REINFORCEMENT COMPLY WITH ASTM A988. RISERS AND STUBS ARE 23i' .)5' CORRUGATION AND 16 GAGE UNLESS OTHERWISE NOTED • RISERS TO BE FIELD TRIMMED TO GRADE AS REOUIRED, BY CONTRACTOR. • QUANTITY OF PIPE SHOWN DOES NOT PROVIDE EXTRA PIPE FOR CONNECTING THE SYSTEM TO EXISTING PIPE OR DRAINAGE STRUCTURES OURSYSTEMASDETMLEDPROVIDESNOMINAL INLETANDIOR OUTLET PIPE STUB FOR CONNECTION TO EXISTING DRAINAGE FACILITIES IF ADDITIONAL PIPE IS NEEDED IT IS THE RESPONSIBILITY OF THE CONTRACTOR -ALL ACCESS CASTINGS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARENDT GENERALNOTES SUPPLIED BY CONTECH. 1. THESE DETAILS ARE NOT FOR USE ON STATE RIGHT OF WAY 18"0 PERFORATED UNDERGROUND RETENTION SYSTEM - `"1=1S 1 1Z ►'� ill w1wi "■Gw_- 704905-010 DETENTION DETAILS ENGINEERED SOLUTIONS LLC CMP DETENTION SYSTEMS THE GROOVE CAR WASH MdK M DD CAR WASH 11ww.CanleINES.' gym' "P°P°'A°' coN�rRncr FORT WORTH, TX TNIMUJ. a MIN 2525 NE28TH STREET SITE DESIGNATION" DETENTION POND A�C1 uNITEDSER`QETWORTH BLOCKI-R TAARRRRR\�AN�NT CO(D�UUNIT,T,Y,, TEXASANGLE NO. DATE DESCRIPTION BY YEo X Ep/ � J��INGLLE 1 12-07-20221ST SUBMITTAL KP ENGINEERINGLLC 2 12-15-2022 LANDSCAPE PLAN REVISION KP '+ Tcvesaate6eelvouszlallas Em�mWmmo.mOsm 3 01-19-2023 4' FLUME & CURB WALL REVISION KP Xempr'rn s. FAr[ PI-Tim ryI cVIo NX:X 4 01-26 2023 STREET LIGHT TRANSFORMER CONNECTIONI KP 'sy`+, S]334 D9 ET14 9 MaDagcrrlITB 110 06-02-2023 SWTMA Kd 5 02-03-2023 5YR CALCS ADDED & RIP RAP REVISED KP Os /gLL3EN�o R No. 19 05-19-2023 SWFMA & NTEMP TRENCH COMMENTS P16 03-13-2023 SWTMA COMMENTS KP Iz/oT/zz `"`� PRasz zto ss I8 04-28-2023 BUILDING FOUNDATION UPDATE PE7 04-14-2023 SWFMA COMMENTS KP 06/02/2023 TX PE FIRM T152E G6.3 A STUB INFORMATION PIECE SNBINVERT SYSTEM INVERT 12.0 STUB AWZ 58823 589.29 CONTECK I ENGINEERED SOLUTIONS LLC DDI wwv..COMecNES- alsE REVISION DESCRIRTION BYI °'a"stta snus-mm stsusrewcx Qi RISER INFORMATIONAz PIECE 15-ORIBERBI RIM ELEV. 603A8 SYINVERTSTEM 589.23 1-. ERCI 1 TO RISER Et 1TORISERGI 803A8 803A8 603.48 599.23 59923 599.23 TO RISER J2 TO RISER K2 TO RISER L2 80348 W&48 603A8 599.23 599.23 S... TO RISER M2 TORISERN2 TO RISER P2 6'O RISER R2 603A8 -48 803A8 603.48 599.23 599.23 59923 599.23 TO RISER S3 8'O RISER T2 WO RISER Ui 603.48 60348 604S8 5%.23 599.23 590.23 TO RISER V2 SM. ' 599.I 6"O RISER W2 Wl3 599.23 TO RISER X2 603A8 599.23 TO RISER Y2 6'0 RISER 22 603.48 803.48 599.23 599.23 TO RISER AA2 TO RISER AB2 6'O RISERAC2 803.48 603.48 603.48 599.23 599.23 599.23 6'0 RISER AD2 TO RISER AE2 TO RISER AG2 60 RISER AH2 6'0 RISER AJ2 6'0 RISER AR2 TO RISER AL2 603A6 603.4E 603A8 603A8 803.48 S03.48 603A8 599.23 599.23 599.23 59923 599.23 S... 59923 TO RISER AM2 TO RISER AN2 TO RISER AP2 -RISER AR2 TO RISER AS2 TO RISER AT2 6- 603A8 603A8 603A8 603A8 603.48 599.23 59S. 599.23 59923 599.23 599,M 8V RISER AU2 18'ORISERAVI 603.48 60232 599.23 599.23 GENERALNOTES v�uTCAV• 18"0 PERFORATED UNDERGROUND RETENTION SYSTEM - �asos 010°"'� 1. THERE DETAILSARENCTEORUBEON BTATE RIDH- 704905-010 CMP DETENTION SYSTEMS THE GROOVE CAR WASH mN,JK JNRDD FORT WORTH, TX �TNBAJK MJK DETENTION DETAILS CONTwRACT CAR WASH SITE DESIGNATION: DETENTION POND A�C2 2525 NE 28TH STREET UNITED SER` CE A% WORTH BLOCK 1-R TARRANT COUNTY, TEXAS NO. DATE DESCRIPTION � BY PEo ANGLE 1 12-07-20221ST SUBMITTAL KP ENGINEERINGU.0 2 12-15-2022 LANDSCAPE PLAN REVISION KP '+ lcvesaateSsslvouszlallas emsm�@mmos�vsm 3 01-19-2023 4' FLUME & CURB WALL REVISION KPNempr'rn s.FALFrym®Gv.�oo ooneaMmeo.aus, TZ TwIa 4 01-26 2023 STREET LIGHT TRANSFORMER CONNECTIONI KP 'sy`+, 9]534 D9 �4 9 MaregcrrlaA 110 06-02-2G23 S.A Kd 5 02-03-2023 5YR CALCS ADDED & RIP RAP REVISED KP " E6l 19 05-19-2023 SWFMA & NTEMP TRENCH COMMENTS PJ6 03-13-2023 SWFMA COMMENTS KP PRasz-zto I8 04-28-2023 BUILDING FOUNDATION UPDATE PE7 04-14-2023 SW A COMMENTS KP OB/02/2023 TXPEFIRM DI1525 C'6.4 LIMITS OF REQUIRED fY f8•TYP. TVP. '�� BACKFILL 1Y SEE TYPICAL BACKFILL DETAIL NOTES v I TYPICAL SECTION VIEW NOT TO SCALE 2 2/3" x 1/2" CORRUGATION -STEEL AND ALUMINUM CMP EDGE SPACING EQUAL ON BOTH SIDES ezose h e e e F COILWIDTH OPEN AREA=3.]B SO IN50 FT NOTES: 1. PERFORATONS MEETAASNTO AND ASTM SPECIFICATIONS. 2 PERFORATION OPEN AREA PER SQUARE FOOT OF PIPE IS BASED ON THE NOMINAL DIAMETER AND LENGTH OF PIPE 3. DIME NBIONSSUBJECTTOMANUFACTURERSTOLERANCES. 4 ALL HOLES 318-D. EXFILTRATION AREA STANDARDPERFORATIONPATTERNS APPROXIMATE AREA PER LINEAR FOOT OF PIPE CORRUGATION PATTERN PIPE 12 2/3" x 11T I 3" x 1" I 5" x 1" I ULTRA FLO IWO 1 18.3 SO, IN. NOTES: • GAGE AND COATING LIMITATIONS APPLY. 5' x 1' IS NOT AVAILABLE IN 3p; ALUMINUM. O • DIMENSIONSSUB.IECTTOMARUFACTURER'STOLERANCES. TYPICAL PNgy"J[ON DETAIL �. w,.....,...,.dre....�....,en0 III-2 OYOBrz023 REVISED PERBDE DATE REVISION DESCRIPTION --rTRENCHCONDRION FINAL BACKFILL \/ GRANULAR BACKFILL 6 s 0 0 0$ � I BEDDING 3 EMBANKMENT CONDITIO IIN SITU LIMITS OF DRAIN ROCK MAY BE ENGj=FDEFINED FOUNDATION SPEC STILL / TPE FIRST BE HE FIR6T 0' TO e' BELOW NVERT / DIAMETER MIN. CORR, RECORD COVER PROFILE e--1n• 12' 111 'N. 12'i8" 12' 22p-x 11Y fi4'-98' 12 INITIAL FILL ENVELOPEV t0Y-144" to 3 x1,5 x1' i MINI MUM TRENCH WIDTH MUSTALLOW ROOM FOR PROPER COMPACTION OF HAUNCH MATERIALSUNDERTHEPIPE. THE TRENCH WIDTH IS THE MINIMUM AMOUNT REQUIRED FOR PROPER INSTALLATION AND TO SUPPORT MOR¢ONTAL PRESSURE FROM THE PIPE. THE MANUFACTURER'S SUGGESTED MINIMUM VALUE IS: ISO a 12'. is MINIMUM EMBANKMENT WIDTH (IN FEET) FOR INITIAL FILL ENVELOPE: S OD BUT NO LESS THAN D • 40'. 2 FOUNDATION SHALL SE WELL CONSOLIDATED B STABLE, CAPABLE OF SUPPORTING FILL MATERIAL LOAD. 3 OPEN -GRADED GRANULAR BEDDING MATERIAL SHALL BE A RELATIVELY LOOSE MATERIAL THAT IS ROUGHLY SHAPED TO FIT THE BOTTOM OF THE PIPE. 4• TO 6' IN DEPTH. SUGGESTED PARTICLE SIZE OF 1Q CORRUGATION DEPTH. 4 CORRUGATED STEEL PIPE (CSP I HEL-COR). fi HAUNCH ZONE MATERIAL SHALL BE HAND SHOVELED OR SHOVEL SLICED INTO PLACE TO ALLOW FOR PROPER COMPACTION. 58 THE BACKFILLMATERIAL SHALL BEA FREE -DRAINING, ANGULAR,WASHED-STONEPERAASHTO M 43SIZE1f3 WITH A%'-Y PARTICLE SIZE OR APPROVED EQUAL. MATERIAL SHALL BE PLACED IN 12• MAXIMUM LIFTS AND SHALL BE WORKED INTO THE PIPE HAUNCHES BY MEANS OF SHOVEL -SLICING, RODDING, AIR -TAMPER, VIBRATORY PLATE OR OTHER EFFECTIVE METHODS COMPACTION Is CONSIDERED ADEQUATE WHEN A DENSITY EQUIVALENT TO f STANDARD PROCTOR IS ACHIEVED OR WHEN NO FURTHER YIELDING OF THE MATERIAL IS OBSERVED UNDER THE COMPACTOR OR UNDER FOOT. THE PROJECT ENGINEER OR HIS REPRESENTATIVE MUST BE SATISFIED WITH THE LEVEL OF COMPACTION. INADEQUATE COMPACTION CAN LEAD TO EXCESSIVE PIPE DEFLECTIONS AND SETTLEMENT OF THE SOILS OVER THE SYSTEM. BACKFILL $HALL BE PLACED SUCH THAT THERE IS NO MORE THAN ATWO-LIFT DIFFERENTIAL BETWEEN THE SIDES OF ANY PIPE IN THE SYSTEM AT ALL TIMES DURING THE BACKFILL PROLES$ BACKFILLSHALLBE ADVANCED ALONG THE LENGTH OF THE SYSTEM AT THE SAME RATE TO AVOID DIFFERENTIAL LOADING ON ANY PIPES IN THE SYSTEM B INITIAL OPEN GRADED GRANULAR&1CKFILLABOVE PIPE MAY INCLUDE ROAD BASE MATERIAL (AND RIGID PAVEMENT FAPPLICABLE) SEETABLEABOVE. e COMPACTED COVER FOR CONVENTIONAL HIGHWAY LOADS IS MEASURED FROM TOP OF PIPE TO BOTTOM OFOF RIGID PXVEMENT ,LEBBSUS TYPICAL BACKFILL DETAIL NOT TO SCALE GENERALNOTES AEI/��V• 18"0 PERFORATED UNDERGROUND RETENTION SYSTEM- Iiaalwe It o10 I 1. THESE DETAUSARE NOT PORUSE ON STATE RIGHTOFwaY CONTECK -�a..�:aa i�3 704905-010 u1 ENGINEERED SOLUTIONS LLC wwx.coR1«nles.<om CMP DETENTION SYSTEMS I� IAJN THE GROOVE CAR WASH MJIt?OD ^^�'�^ DETENTION DETAILS mD FORT WORTH, TX I TN&UK MJK MJKCONTRACT BY ° ^a 5165'°°° °"`""W"^S SITE DESIGNATION, DETENTION POND A I C3 M ASH 2525 NE CAR IH STREET UNITEDSER`CE,%%WORTH BLOCK 1-R TARRANT COUNTY, TEXAS NO. DATE DESCRIPTION BY � ANGLE 1 12-07-20221ST SUBMITTAL KP eEo ENGINEERINGU.0 2 12-15-2022 LANDSCAPE PLAN REVISION KP '+ Tcv6RBatfisafilvouszla7las Em�mlQmmo>mvsm DIEC' 3 01-19-2023 4' FLUME & CURB WALL REVISION KP 4 01-26 2023 STREET LIGHT TRANSFORMER CONNEC11ON' KP Kempr'rn s. FAr[ 'sy`+, $]534 �rym®GvM 09 �4 9 MaregcrrlaA 110 06-02-2023 SWTMA Kd 5 02-03-2023 5YR CALCS ADDED & RIP RAP REVISED KP OS�IELL 'NOx'o` ^ o N EET No' KP�DR� PRasz-zto 19 05-19-2023 SWFMA & NTEMP TRENCH COMMENTS PJ6 03-13-2023 SWFMA COMMENTS KP Iz/o7/zz `CZ C'S.5 R 04-28-2023BUILDING FOUNDATION UPDATE PE7 04-14-2023 SWFMA COMMENTS KP 06/02/2023 TXPEFIRMDI1525 RISER EETERISER NSION Y�_=mac - TECHCOBAND ANGLES 10EDIA BOLT �i=II II II I I CONNECTION DETAIL m o N I I ELEVATION VIEW OF CMP AND RISER ]-TECHCO SHOWN- MAY VARY PLAIN END CMP RISER PIPE -121I8'^j -10114'-� -BAND SHOWN, MAY VARY (NO GASKET) HUGGER SINGLE BAR, BAND BOLT AND BTRAP(SBBS)IIIIIIIIIIIII�IIIIIIIIIIIIIII MAINLINE PIPE /T7 NO GASKET CONNECTION DETAIL (SEES) GENERALNOTES1. DELIVERED BAND STYLE AND FASTENER TYPE MAY - BY FABRICATION PLANT. L JOINT IS TO BE ASSEMBLED PER AASHTO BRIDGE CONSTRUCTION SPECIFICATION SEC 264.24. 3. BAND MATERIAL AND GAGE TO BE SAME AS RISER MATERIAL. 4. IF RISER HAS A HEIGHT OF COVER OF 1 D OR MORE, USE A SUP JOINT 5. BANDEARE NORMALLY FURNISHED AS FOLLOWS • 12-THRU48.1-PIECE • -2-PIECES 8. ALL RISER JOINTCOMPONENTS WILL BE FIELD ASSEMBLED. 7. MANHOLE RISERS IN APPLICATIONS WHERE TRAFFIC LOADS ARE IMPOSED REQUIRE SPECIAL DESIGN CONSIDERATONS. 8. DIMENSIONS SUBJECT TO MANUFACTURING TOLERANCES 12" RISER BAND DETAIL NOT TO SCALE 2 2/3"x1/2" RE -ROLLED END HEL-COR PIPE GENERAL NOTES: 1 JOINT IS TO BEASSEMBLED PER AASHTO BRIDGE CONSTRUCTION SPECIFICATION SEC 2642A. 2 BAND MATERIALS ANDIOR COATING CAN VARY BY LOCATION_ CONTACT YOUR CONTECH REPRESENTATIVE FOR AVAILABILIn. 3 BANDS ARE SHAPED TO MATCH THE PIPE -ARCH WHEN APPLICABLE 4 BANDS ARE NORMALLY FURNISHED AS FOLLOWS • 102-THRU-3-PIECES 5 BAND FASTENERS ARE ATTACHED WITH SPOT WELDS, RIVETS OR HAND WELDS, 6 ALL CMP IS REROLLED TO HAVE ANNULAR END CORRUGATIONS OF 22li-xt? T. DIMENSIONS ARE SUBJECT TO MANUFACTURING TOLERANCES, S ORDER SHALL DESIGNATE GASKET OPTION, IF REQUIRED (SEE DETAILS ABOVE) H-12 HUGGER BAND DETAIL NOT TO SCALE GENERALNOTES w v 18"0 PERFORATED UNDERGROUND RETENTION SYSTEM - t. THESE DETAILS ARE NOT FOR USE ON STATE RIGHT OHwar C NTECH' C.ITEwH' 704905-010 I�mz I o1� .�. ENGINEERED SOLUTIONS LLC CMP DETENTION SYSTEMS THE GROOVE CAR WASH ImEsM DETENTION DETAILS ENGINEERED SOLU IO JH P°"q�WTO coNr J2= Ricr FORT WORTHTX TNBIWKMJK CAR WASH 0ATE EER REVISION BY N $ta stNm st , SITE DESIGNATION: DETENTIONPOND A IE�C4 or 2525 NE 28TH STREET UNITED SER�y CET WORTH BLOCK 1-R TARRANT COUNTY, TEXAS NO. DATE DESCRIPTION BY YEo T Vj/ � ANGLE 1 12-07-20221ST SUBMITTAL KP ENGINEERINGILC 2 12-15-2022 LANDSCAPE PLAN REVISION KP '+ Tnesaatesaslvousz�aT�as em�m�@mmo.mvsm 3 01-19-2023 4' FLUME & CURB WALL REVISION KP II!iiiprrn s. FAr[ �rym I CMIo oonea I .au�, TZ Troia 4 01-26 2023 STREET LIGHT TRANSFORMER CONNECTION KP 09 �4 9 MaDagcrrlaA 10 06-02-2023 SWFMA Kd 5 02-03-2023 5YR CALCS ADDED &RIP RAP REVISED KP OS��EL�'o` ^ o " EST 19 05-19-2023 SWFMA & NTEMP TRENCH COMMENTS PJ6 03-13-2023 SWFMA COMMENTS KP ��oR �Iz/oT/zz `""PRasz-zto B 04-28-2023 BUILDING FOUNDATION UPDATE PI7 04-14-2023 SWFMA COMMENTS KP 06/02/2023 TXPEFIRM IT152E Ci'6.6 TEMPORARYCON UOAD$ CONSTRUCTION LOADS O FINISHED HEIGHT OF GRADE COVER ----------------------------------------In --- CONSTRUCTION LOADS FOR TEMPORARY CONSTRUCTION VEHICLE LOADS. AN EXTRA AMOUNT OF COMPACTED COVER MAYBE REQUIRED OVER THE TOP OF THE PIPE. THE HEIGHTOELCOVER SHALL MEETTHE MINIMUM REQUIREMENTS SHOWN IN THE TABLE BELOW THE USE OF HEAVY CONSTRUCTION EQUIPMENT NECESSITATES GREATER PROTECTION FOR THE PIPE THAN FINISHED GRADE COVER MINIMUMS FOR NORMAL HIGHWAY TRAFFIC PIPE SPAN. INCHES AXLE LOADS (kips) 1&M 50.75 75.110 1 110.150 MI NIMUM VER (FT) 1- 2.0 2.5 3.0 3.0 4&72 3.0 3.0 3.5 0.0 7&120 3.0 3.5 4.0 40 IM-1. 3.5 4.0 4.5 4.5 'MINIMUM COVER MAY VARY, DEPENDING ON LOCAL CONDITIONS. THE CONTRACTOR MUST PROVIDE THE ADDITIONAL COVER REQUIRED TO AVOID DAMAGE TO THE PIPE. MINIMUM COVER IS MEASURED FROM THE TOP OF THE PIPE TO THE TOP OF THE MAINTAINED CONSTRUCTION ROADWAY SURFACE. CONSTRUCT�SV LOADING DIAGRAM IN TO SCALE -MAX.. HS-25 ACCESS CASTING REINFORCING TABLE WITH GRADE RINGS AS REQUIRED, TO BE PROVIDED AND INSTALLED BY CONTRACTOR.MAY BE TOP MOUNTED GNP (AS SHOWN) OR RECESSED. w (d CMP A 60 PROTECTION RIMIFINISHED SLAB GRACE° VARIES` UZ RISER ( I 24" 4'O 2R' 4x4 4c•0 30" 4.�. x 4.y. 32- GASKET MATERIAL D CMP RISER < 98' SSx 15 3B" SUFFICIENT TO PREVENT SLAB FROM BEARING ON T C� 42 4i V'O RISER TO BE PROVIDED BY CONTRACTOR. BB 11-TYP.- M 48• SO `A• SECTIONVIEW - B'xs ACCESS CASTING SUPPLIED BY CONTECH IN •• ASSUMED SOIL BEARING CAPACITY SELECT MARKETS UNDER SEPARATE SUBMITTALI A "DIAGONAL TRIM BAR D'YP.4 PLACES), SEE NOTE 7. OPENING IN PROTECTION SLAB FOR ACCESS SPECIFICATION FOR CORRUGATED STEEL PIPEALUMINIZED TYPE 2 STEEL INTERRUPTED BAR SCOPE HANDLINGANDASSEMBLY REPLACEMENT, SEE THISSPECIFICATION COVERSTHEMANUFACTURE AND SHALL BE IN ACCORDANCE WITH RECOMMENDATIONS OF WE NOTE 6. INSTALLATION OF THE CORRUGATED STEEL PIPE(CSP) DETAILED IN THE PROJECT PLANS. NATIONAL CORRUGATED STEEL PIPE ASSOCIATION(NCSPA) INSTALLATION MATERIAL SHALL BE IN ACCORDANCE WITH AASHTO STANDARD THE ALUMINIZED TYPE 2 STEEL COILS SHALL CONFORM TO THE SPECIFICATIONS FOR HIGHWAY BRIDGES, SECTION 28, 01 ISIONII APPLICABLE REQUIREMENTS OF AASHTO M2740R ASTM A929. OR ASTM AMB AND IN CONFORMANCE WITH THE PROJECT PLANS ANDSPECIFICATIONS IFTHEREAREANYINCONSISTENCIESOR PIPE CONFLICTS THE CONTRACTOR SHOULD DISCUSS AND RESOLVE WITH THE SITE ENGINEER. THE CSP SHALL BE MANUFACTURED IN ACCORDANCE WITH THE APPLICABLE REQUIREMENTS OF AASHTO M36 OR ASTM AMD. THE PIPE SIZES, GAGES AND CORRUGATIONS SHALL BE AS SHOWN ON IT IS ALWAYS THE RESPONSIBILITY OF THE CONTRACTOR TO FOLLOW OSHA GUIDELINES FOR SAFE PRACTICES. THE PROJECT PLANS. ANTI-FLOTKOON PROVISIONS DUE TO HIGH GROUNDWATER OR ALLFABRICATION OFTHEPRODUCTSHALLOCCURWITHINTHE UNITED STATES. OTHER FLOTATION CONCERNSARESITE-SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE SPECIFIED BY ENGINEER OF RECORD. MATERIAL SPECIFICATION NOT TO SCALE N4 DIAGONAL TRIM BAR(TYP 4 PLACES' TRIM I II 11i��1 SEE NOTE 7. 2"COVER I f- h- LL �> /�I (T1'P) �ice• J/ _____LL OPENI/ I 1 11 N PROTECTION SLABFOR r___ yy i_- ___ / ~ ACESS I I jl STANDARD STANDARD REINFORCING. REINFORCING, y SEE TABLE SEE TABLE ROUND OPTION PLAN VIEW NOTES: 1. DES EDD 2. DES 4. CONCRETE STRENGTH =4,000 pIII 5 REINFORCING STEEL=ASTMASI5. GRACE SO 6 PROVIDE ADDITIONAL REINFORCING AROUND OPENINGS EQUAL TO THE BARS INTERRUPTED, HALF EACH SIDE. ADDITIONAL BARS TO BE IN THE SAME PLANE. "BEARING REINFORCING PRESSURE (PSF) 115@10'OCEW 2,S40 115@10'oCEW 1,900 AS lW ocEW 2,280 k5®8.00EW 18J0 .@ToCEW 2,080 RS@T.CEW 1,500 #5®S'O0:W 1,490 .5®8'OCW 1,370 #5®7'OCEW 1,210 k5®]'OCEW 1,270 II I I II I II I J I II I 111 / � I .111 I 1111 I `\[[\ INTERRUPTED BAR REPLACEMENT, II I BEE NOTE 6. OB SQUARE OPTION PLAN VIEW 7. TRIM OPENING WITH DIAGONAL H4 BARS. EXTEND BARS MINIMUM OF 12• BEYOND OPENING, BEND BARS AS REQUIRED TO MAINTAIN BAR COVER B. PROTECTION SLAB AND ALL MATERIALS TO BE PROVIDED AND INSTALLED BY CONTRACTOR. S. DE TAIL DESIGN BY DELTA ENGINEERS, ARCHITECTS AND LAND SURVEYORS, ENDWELL, NY. MANHOLE CAP DETAIL NOT TO SCALE GENERALNOTES 1. THESE DETAILS ARE NOT FOR USE ON STATE RIGHT OF WAY I I �I� /mow&u9rI 18"0 PERFORATED UNDERGROUND RETENTION SYSTEM - I �ossos 010 J vlirm23 I I W"NTECK er-1 I S-^ 704905-010 m BH DETENTION DETAILS I I ENGINEERED SOLUTIONS LLC CMP DETENTION SYSTEMS c. MJK MJK7TOD i 9 N5a023 RSER D OD1 » m.cOMm nes mm _ THE GROOVE CAR WASH Il ,-N.. m�� CAR WASH CONTRaCT FORT WORTH, TX TNBILJK MJK 2525 NE 28TH STREET T REVISION-RIPTON BYKi °°""""' ""'s'°°° °"`""'�`"" SITE DESIGNATION- DETENTION POND A � � C5 5 uNITED SE cE ii LOORTH BLOCK I-R ��0� WORTH TAARRRR\�AN�NT COUNTY, TEXASANGLE NO. DATE DESCRIPTION BY FEo J Ep/ � J��INGLLE 1 12-07-20221ST SUBMITTAL KP ENGINEERINGLLC 2 12-15-2022 LANDSCAPE PLAN REVISION KP ''.+ TmlesaatesaslvolsszlaTlas em�m0mm�vsm 3 01-19-2023 4' FLUME &CURB WALL REVISION KPXempr'rn s.FALF Ivry m®�v.�oo ooneaNmeo.Au�, TZ Twia 4 01-26 2023 STREET LIGHT TR $F €RC�ON�E�I KP 'sy`+, e]534 ' R9 ET14 9 MBfegDD1ITIL 10 06-02-2023 SWFMA Kd 5 02-03-2023 SYR CALCS ADt & RAAA RES P Os1i�c•` �o^'ORJzIz/0J PRasz-zt a. sxccT No. 19 05-19-2023 SWFMA & NTEMP TRENCH COMMENTS PI1 03-13-2023 SWFMA COMMENTS KP K C+_6.7 IR 04-28-2023 BUILDING FOUNDATION UPDATE P17 04-14-2023 SWFMA COMMENTS KP OB/02/2023 TX PE FIRM D11525 RESTRICTOR CALCL UKDONS FOR QIOWR Q CW^3/2 o so g100YR RELEASE= C IWEIR COEFFICIENT) = 31 H (103YNWSE-BOTTOM OF POND)= 122 VOL 388-140, PG 35 �I L(LENGTH OF OPENING) = p,12 tic \ PRTC.T. /(Dom Iola �iP3tNB 111 orvEE^66TMEM RESTRICTOR CALCUTATIONS FOR Q2SYR OE �TxP I 4=Wre D/2 Q25 Y0. RELEASE = 0 34 L 7J10 eO el9 RTCT C (WEIR COEFFICIENT) = 31 —UGE DOE DOE UGE UGE UGE UCE UGE LiE HIT 125YG HRWSE-BOTTOMOF POND)= p0.95 ww x.ire m:w wm> -MA 90UNORY �I-��TJ/ NOF OPENING)= 12 pONUB oxrexmxr•anoxtoovun cnLcuanan, RESTRICTOR CALCULATIONS FOR g10YR taw s.os O..aw Fsoa a� txx n^rrin renznuno°° Q=CW^3I2 N PI n Cpmb WN pN UNR DERGTONNO Iw tla Q10 YR RELEASE= p,26OW M % 3.197 _ C (WEIR COEFFICIENT)= 3.1 ] Oj,Ry IH9 �X Nwaowx4ceu-,o zmrn-onnq tronaossw 1- ¢eo H I1pY0.W5E-BOTTOM Cl FORD) = 078 ,t] 2106 J ^f L(LENGTH OF OPENING)= 012 3,t as RESTRICTOR GLLCUTATIONS FOR QSYR 5s5.9t ].ts7 w Q=CW^3/2 ssf. 31f7 t to A r W ob��7o 45 YRRELEA5E= 0.21 IC(WEIR COEFFICIENT)= 31 Mf.11 a.ts7 n.s aNs CARWASH BUILDING H ($YRWSE-BOTTOM OF POND) = 069 7,466 SF LOT 3Rl, BLOCK I-R L(LENGTH OF OPENING)= 012 808.79 F. F.E. ]JNITED SERVICE CENTER _9DDITTON I�,. _ MST 4 D212125732 IIIII�`` x ¢m av wo ux e.an RESTRICTOR CALCU WTIONB FOR COYR O P RTCT W Lw ��9 T�ppy@�pNLuYrp�yyr(popao(�r/�srryz�ap/pyyyp(�x� 4=CW^3 2 l7] (ACRE[S IE9RL80!•?rl!(BFTIFALSIEl1NFNhuG9(6fi,l��ACGNIAELAFLuazn,cxnxw,xzrocecnx ,81 C(WER COEFFICIENT) 013 �,.r ,��d �,�r �,.•r T7 'zCA v .>`_ ICIWEIR COEFFICIENT) Iuovr°x moxwercxrguxw. IH11YRW3E-BOTTOMOF POND)= O.SD °um°v°¢szzozo.srz m-rpw L (LENGrH OF OPENING) = 012 I I °emrnm roxoxsrz°ac°Lcuunme °xtatwn xonox mrexnuuuumxa ounryyN`a��'�gTxs, txex°etm°evmnm.oeenxsrexz w,xux°n THE INLET IS THE 121W1 MNIIC`6!L l® EMERGENCYOVERFLOW Igovo uu�Y•r. a `r °ypylgg{E�,q�j6ppytpTAvF 11p"a,nn,-o.un,l n¢^aorsnu a„ I 1M 2Bo w paa e.zz<n•aac� nns ao^sl:xxssl ° ¢n ••.v x°. t°tra oR 0e�I1M%MTTl°@. L^^ [ p5990,p ® 16YEAFA R WEE 131.25p 59A84p i RWSE ______________ p ISS71, a 2-YEAR WEE UNDERGROUNDTJETENTION PLAN aoo ¢m a,w ae LESS. 01 o KlIAA e R; �L�c .."n.°xu@z.°_¢_ FLl.FCFo 96YFAR WSE _ @ p FF WEIR DA TAILE N_____________________________________________________SEE__E Null ,x.,,.°.or °vrx.mxoi.°vwx"rcx..rxx°x°x. UNDERGROUNDPROFILE I„rcrs.o.,crsl.O E�IF. ¢ POST -DRAINAGE PLAN xawx.n°x ov.°vovrcxtwx.oxo°.°rc.w.a,Lvtwx CAR WASH n 2525 NE 28TH STREET UNITED SE CE ii LOT 3R-1, BLOCK 1-R evr rc �0 WORTH (pq TARRANT COUNTY, TEXAS Im 0.90 2.22 ,9.4 .0 C..r 3.35] xNe 8p0 m 2,517z.sa, ro .!}EAIA h �^' a® x a wo i sn D�- 1 V LL IL /TLF �Ip �g�p/My /LG'y'Ydd �eE 1 OATS DESCRIPTION BY E O ] a�.m®�[Wl'=NdV EI81[�pyrA�y,EW R•yftNlYftlIX' me.cm..emcx.xcvx co.vu,x ou,now. r14fiI118WY nsxnxw�zmEew 1 1z-0]-2Uzz 1ST SUBMITTAL KP ENGINEERING LLC 'w EIAP i!®[MifNIL tlGlL t. ,rz.x.t°.axrcx.N°°xw. 2 12-15-2022 LANDSCAPE PLAN REVISION KP TrAesaa,.es"sl Toaes.ztanae a x�-€�-� nrm�v.°m 3 01-19-2023 4' FLUME & CURB WALL REVISION / KPH rrA 5 F9?SF. CDTshIJmDB °® Imrc PB lxaan. °on ¢zox uzz OUTFLOW=0.6X ]OX2.22Xfi0=]3fi w ¢ 4 01-26-2023 STREET LIGHT TRANSFORMER CONNECTION KPA97534 R „r ,v s[cr No. 10 06-02-2023 SWFMA P 5 02-03-2023 5YR CALCS ADDED & RIP RAP REVISED KPs'VocSL3�' '" �,pl�Fyg7�q �q� 111- R— IATC s 1 P o..E' o I !Ko"rJ5f6'vEtE ��WCur.Er..vun =)MLow.00ta.¢w=v.,..sss,..n,o iu O Lz I2/o7/2z xZri Osz-zr � wm°"`XjOX°'^^1 yyryry FY 9 OS-19-2023 SWFMA & NTEMP TRENCH COMMENTS �6 03-13-2023 SWFMA COMMENTS KP � " TEFI e°tw.¢ wRUK _,,. 13 vzxra° 18 04-28-2093 RUII DING FOUNDATION UPDATF P�7 04-14-9093 SWFMA COMMENTS KP Ofi/p2/2p23 TX PE FIRM U11525 I C'-6'2 Qz — 123'O VO RISER G2 8.0 RISER H2 RISER 11 fi ORSER 11 8'0 RISER L2 60.0 BULKHEAD G1 SWO BULKHEAD HI 6.0 RISER M2 6.0 RISER N2 6'0 RISER 12 AB 1' C. T1•P I:I AC I:I AC I:I AC I:I 6WO BULKHEAD Jim[ ICI H I:I AB I:I AC I:I AC I:I AC 1:1 60.0 BULKHEAD K1 I I J IAS I:I AC I:I AC III AC III —BULKHEAD Lt II K III AB I:I AC I:I AC III AC III 6010 BULKHEAD Mtn` I' aC II L I:I AB M I:I I:I AC I:I AC III AC III III AC I:I AC III AC III N I:I AB III AC I:I AC III AC III 60.0 BULKHEAD N1 J - P I:I AB I:I AC I:I AC III AC III 0. 80'O BULKHEAD PI R III AB I: AC :I AC III AG III BO'0 BULKHEAD Rt 9 ISIII Aa INAC I:I AC III AC III 60'0 BULKHEAD 11 T I:I AB I:I AC I:I AC I:I AC I:I 60'O BULKHEAD TI JI i U III AB : AC :I AC III AC III 60-0 BULKHEAD Ut J 60.0 BULKHEAD VI V III AS I:I AC I:I AC III AC III ) W I:I Aa IN AC I:I AC III AC III 60'O BULKHEAD W I r J.L6I:I AS III AC III AC III AC III 60.0 BULKHEAD %1 V III AB III AC I AC III AC III /I 60.0 BULKHEAD WI — Q 2-0. 6'0 RISER R2 8'0 RISER tt 8'O RISER V2 6.0 RISER W2 6'0 RISER X2 fi 0 RISER Y2 BAND, TYPICAL SEE DETAIL SHEET 03 131'J- THE UNDERSIGNED HEREBY APPROVES THE ATTACHED (5) PAGES INCLUDING THE FOLLOWING: • PIPE STORAGE = 2,557 CF • MAINLINE PIPE GAGE =16 ENS • WALL TYPE=PERFORATED • DIAMETER =15" • FINISH =ALT2 NORTH ARROW PROWDED FOR REFERENCE ONLY. • CORRUGATION =22/3X7/2 REFERTOENGINEEREDSITEPLANSFOR EXACT LOCATION AND ORIENTATION ASSEMBLY SCALE: 1" = 10' PIPE STORAGE 2,557 CF STRUCTURAL BACKFILL STORAGE: 1,492 CIE TOTAL STORAGE PROVIDED: 4,049 CF LOADING: H2O PIPE INV. = 598.06't VJ 10'0 STUB C1 3'-0- 16.0 RISER B1 `� 18'0 RISE0. Zt AO I:I A I tC IR PLATE A. AC :I ) AC I:I ) �•O BULKHEAD AAI Wt 121B STUB PA2 AC AC :I f AC :I AC AC �F AC I:I 1) AC AC I:I � ro� NOTES • ALL RISER AND STUB DIMENSIONS ARE TO CENTERLINE. • ALL ELEVATIONS, DIMENSIONS, AND LOCATIONS OF RISERS AND INLETS. SHALL BE VERIFIED SY THE ENGINEER OF RECORD (EOR) PRIOR TO RELEASING FOR FABRICATION. AL FITTINGS AND REINFORCEMEN- WITH- A998 • ALL RISERS AND STUBS ARE 2V x)4• CORRUGATION AND 16 GAGE UNLESS OTHERWISE NOTED • RISERSTO BE FIELD TRIMMED TO GRADE AS REQUIRED, BY CONTRACTOR. • QUANTITY OF PIPE SHOWN ODES NOT PROVIDE EJ-PIPE FOR CONNECTING THE SYSTEM TO DRAINAGEEXISTINGPIPE DETAILED PROVIDES NOMINAL INLET ANDIOR OUTLET PIPE STUB FOR CONNECTION TO EXISTING DRAINAGE FACILITIES. IF ADDITIONAL PIPE IS NEEDED IT IS THE RESPONSIBILITY OF THE CONTRACTOR. • ALL ACCESS CASTINGS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE NOT SUPPUEDBYCONTECH GENERALNOTES I 15" O PERFORATED UNDERGROUND RETENTION SYSTEM - "' I CCAI//� %XAClAII` T61905 020 1THESE DEraas aRE NOT RoausE ON STATE RIGHT OFwar �.�NTECH• .�.-:_=:-� 704905-020 I ENGINEERED SOLUTIONS LLC CMP DETENTION SYSTEMS I�f�MJK MJNRDD TDDI THE GROOVE CAR WASH I M]KI cop r�Racr FORT WORTH, TX TIN' W'L R'1Lc AN. DETENTION DETAILS Inn ��IDATEJ BER REvlslox oescRlPTON Br I °°`�"�z �,N"s"a 481S'�`"" SITE DESIGNATION: DETENTION POND B C1 °' CAR WASH 2525 NE 28TH STREET UNITED SER` CE A% WORTH BLOCK 1-R TARRANT COUNTY, TEXAS NO. DATE DESCRIPTION BY 6CoJ�II'FIGLLC 1 12-07-20221ST SUBMITTAL KP E414EERINGILC 2 12-15-2022 LANDSCAPE PLAN REVISION KP '+ Tcves3ate6aslvouszlaTlas Em�mlRmm�vsm 3 01-19-2023 4' FLUME & CURB WALL REVISION KP Xempr'rn s. FALF �rym I CVIo oonea I .Aug, TZ Twl3 4 01-26 2023 STREET LIGHT TRANSFORMER CONNECTION KP 'sy`+, 8]534 09 ER4 9 MaregcrrlaA 110 06-02-2023 SWFMA Kd 5 02-03-2023 5YR CALLS ADDED & RIP RAP REVISED KP Os�/ELL '�'o` A c " —ET 19 05-19-2023 SWFMA & NTEMP TRENCH COMMENTS PJ6 03-13-2023 SWFMA COMMENTS KP KP�BB� Iz/oT/22I `" � " 52-zto IS 04-28-2023BUILDING FOUNDATION UPDATE I(P17 04-14-2023 SW A COMMENTS KP 06/02/2023 TXPEFIRM 011526 C_6'$ STUB INFORMATION PIECE $TUB INVERT SYSTEM INVERT 1 f00S UB CI SEE.. I 590.. 12'0STUBAA2 1 SSS.06 1 590.06 RISER INFORMATION 0 PIECE RIM ELEV. SYSTEM INVERT 12.0 RISER At 602.06 598.. 15'O RISER 81 601.. SGS. 1Y0 RISER D1 602.. 590. 12"O RISER 11 802.N 598.06 6'O RISER G2 602.06 SBSOS 6.0 RISER H2 602.06 598.. WO RISER J2 602.06 S. 6'0 RISER K2 802.08 598.. 6.0 RISER L2 602.06 59806 6'O FIBER M2 602.. S. 6.0 RISER N2 602.08 .&OB VO RISER P2 6W.06 S. 6.0 RISER R2 8XIM 598. WORISERS2 B..N 598.08 6.0 RISER T2 (IMN 598.06 6.0 RISER U2 GG2.. 598.. WO RISER V2 602.06 S. WO RISER W2 602.N S. VO RISER X2 602.0B S. 8'0 RISER Y2 602.. 59S. 1S'O RISER 21 601.25 598. �DP•QF SYSTEM = 599 I 31'1 SYSTEM INV_= SN.. END VIEW ' WEIR PLATE DETAIL NOT TO SCALE UNITS OF REQUIRED BACKFILL tY 1T SEE TYPICAL 15'TVP. TYP. BACKFULDETAIL NOTES TYPICAL SECTION VIEW NOT TO SCALE 2 2/3' X 1/2" CORRUGATION - STEEL AND ALUMINUM CMP EDGE SPACING EQUAL ON BOTH SIDES e e e2.e Sea e e e e I9 L 2, F COIL WIDTH OPEN AREA= 3.76 SO IN- FT NOTE 1. PERFORATION$ MEET 3. DIMENSION S SUBJECT TO MANUFACTURER'$ TOLERANCES. 4. ALL HOLES 3I8'0. EXFILTRATION AREA STANDARD PERFORATION PATTERNS APPROXIMATE AREA PER LINEAR FOOT OF PIPE CORRUGATION PATTERN PIPE 12 2/3" x 1/2" I 3" x 1" I 5' x 1" I ULTRA FLO I 15'0 1 16.3 SO. IN. NOTES: • GAGE AND COATING LIMITATIONS APPLY.5'x V IS NOT AVAILABLE IN ALUMINUM. • DIMENSIONS SUBJECTTO MANUFACTURER'S TOLERANCES TYPICAL PNn�ORAT�ON DETAIL 77t-TRENCHCONDITION I- EMBANKMENTOONDITION FINAL BACKFILL GRANULAR BACKFILL u �, /�A SITU / FOR ROCK LAY BE • LOW PIPE AS DEFINED ER OF RECORD. O N SPEC STILL ' ,y NOBEDDING WILLBE 4-TOWBELOW 4 0 MIN. CORR, j DIAMETER COVER PROFILE -_----� tr- 12' 21/3• x tlr INITIAL FILL ENVELOPE Oi is 1 MINIMUMTRENCH WIDTH MUSTALLOW ROOM FOR PROPER COMPACTION OF HAUNCH MATERIALS UNDER THE PIPE. THE TRENCH WIDTH IS THE MINIMUM AMOUNT REQUIRED FOR PROPER INSTALLATION AND TO SUPPORT NOR -PRESSURE FROM THE PIPE. THE MANUFACTURER'S SUGGESTED MINIMUM VALUE IS: ISO • 12'. fa MINIMUM EMBANKMENT WIDTH (IN FEET) FOR INITIAL FILL ENVELOPE: SOD BUT NO LESS THAN D • 40'. 2 FOUNDATION SHALL BE WELL CONSOLIDATED S STABLE. CAPABLE OF SUPPORTING FILL MATERIAL LOAD. 1 OPEN -GRADED GRANULAR BEDDING MATERIAL SHALL BE A RELATIVELY LOOSE MATERIAL THAT IS ROUGHLY SHAPED TO FIT THE BOTTOM OF THE PIPE. 4'TO6 IN DEPTH. SUGGESTED PARTICLE SIZE OF 12 CORRUGATION DEPTH. 4 CORRUGATED STEEL PIPE (CSP/HEL-COR). 5 HAUNCH ZONE MATERIAL SHALL BE HAND SHOVELED OR SHOVEL SLICED INTO PLACE TO ALLOW FOR PROPER COMPACTION. Sa THE BACKFILL MATERIAL SHALL BEA FREE -DRAINING, ANODUR,WASHEDSTONEPERA $HTOM43$12EX WITHA%'-2'PARTICLE SIZE OR APPROVED EQUAL. MATERIAL SHALL BE PLACED IN IT MAXIMUM LIFTS AND SHALL BE WORKED INTO THE PIPE HAUNCHES BY MEANS OF SHONEI SUCING, RODDING, AIR -TAMPER, VIBRATORY PLATE OR OTHER EFFECTIVE METHODS. COMPACTION IS CONSIDERED ADEQUATE WHEN A DENSITY EQUIVALENT TO e0%STANDARD PROCTOR IS ACHIEVED OR WHEN NO FURTHER YIELDING OF THE MATERIAL IS OBSERVED UNDER THE COMPACTOR OR UNDER FOOT. THE PROJECT ENGINEER OR HIS REPRESENTATIVE MUST BE SATISFIED WITH THE LEVEL OF COMPACTION. INADEQUATE COMPACTION CAN LEAD TO EXCESSIVE PIPE DEFLECTIONS AND SETTLEMENT OF THE SOILS OVER THE SYSTEM, BACKFILL SHALL BE PLACED SUCH THAT THERE IS NO MORE THAN ATVO-LIFT DIFFERENTIAL BETWEEN THE SIDES OF ANY PIPE IN THE SYSTEM ATALL TIMES DURING THE BACKFILL PROCESS. BACKFILL SHALL BE ADVANCED ALONG THE LENGTH OF THE SYSTEM AT THE SAME RATE TO AVOID DIFFERENTIAL LOADING ON ANY PIPES IN THE SYSTEM. 6 INITIAL OPEN GRADED GRANULAR BACKFILL ABOVE PIPE MAY INCLUDE ROAD BASE MATERIAL (AND RIGID PAVEMENT IF APPLICABLE). SEE TABLEABOVE. be TOTAL HEIGHT OF COMPACTED COVER FOR CONVENTIONAL HIGHWAY LOADS IS MEASURED FROM TOP OF PIPE TO BOTTOM OF FLEXIBLE PAVEMENT OR TOP OF RIGID PAVEMENT T FINAL BACKFILL MATERIAL SELECTION AND COMPACTION REQUIREMENTS SHALL FOLLOW THE PROJECT PLANS ANDSPECIFICATIONS PER THE ENGINEER OF RECORD. NOTES ED • ExDEDsiArvDMD SP SOIL =OJECT ENGINEER -INS SHALL BE PIPE DA I BUT ND •%c TUN cOxTACT YOUR -N- REPRESENTATIVE FOR NONSTANw60 sPAOING -LE C12.S.T-11 TYPICAL BACKFILL DETAIL NOT TO SCALE GENERALNOTES I C� 15"0 PERFORATED UNDERGROUND RETENTION SYSTEM - ' I ;�49�5 I o=o� 1. THESE DETAIUSARE NOT FDRUSE ON STATE RIGHTDPwaY �IEENTECHe Men a On' G I T.xs2 704905-020 I ENGINEERED SOLUTIONS LLC CMP DETENTION SYSTEMS I°Td MJK MJNRDD THE GROOVE CAR WASH w DETENTION DETAILS TDDI NNN.D9RNTxE- MJKI coin wRncr FORT WORTH, TX I'"&W"'"`c MJK CAR WASH BY I a""a'°°° SITE DESIGNATION: DETENTION POND B IC2 °F 2525 NE 28TH STREET UNITED SER` CE A% WORTH BLOCK 1-R TARRANT COUNTY, TEXAS NO. DATE DESCRIPTION BY T �j/ E ANGLE 1 12-07-20221ST SUBMITTAL KP PUo ENGINEERINGILC 2 12-15-2022 LANDSCAPE PLAN REMSION KP Tnea6zt6seslvDNs21atl4s ED�m�@mmD>mDsm m®Gv.�oo DoneaMmeo.Au�, Tz iwla 3 01-19-2023 4' FLUME &CURB WALL REVISION KPKempr'rn KP 4 01-26 2023 STREET LIGHT TR $FF s.FAr[ 'sy`+, e]534 F awry D9 ED4 9 MBftazJCRIgR €RC�ON�E�/ 110 06-02-2023 SWFMA Kd 5 02-03-2023 SYR CALCS ADt & RAAA RE%J l' P Os�/i�c•` �o^'oRJzlz/oT PRasz-IXECTzt a. -ET No. 19 05-19-2023 SWFMA 1, NTEMP TRENCH COMMENTS PJ5 03-13-2023 SWFMA COMMENTS KP " C-6.9 18 04-28-2023 BUILDING FOUNDATION UPDATE P17 04-14-2023 SWTMA COMMENTS KP OB/02/2023 TXPEFIRM D11525 ~� BAND BAND HELCOROR �12 ~ HELCOR OR O O CORLIX PIPE CORUX PIPE I I I I I II I 1 I I I 7" BAND 12" BAND 0GG'BOLT Q ND END VIEW RAL NOTES: AVAILABLB SDES (CORRUGATION H2(7) H2(12) ANDS ARE FURNISHED IN TWO IECES. 1 12'x tl4' 6' 8' NIA A NIWA ANDS MAY BE FABRICATED FROM 222'x 12' 10' ITHERSTEEL ORALUMINUM. 11 12' IMENSIONSARESUBJECTTO ANUFACTURING TOLERANCES. 222'x 12' 8' 2q- 8' 2q- H-2 HAT BAND DETAIL NOT TO SCALE TECHCO BAND ANGLES 12'DIA.BOLT CONNECTION DETAIL 7IW TECHCO SHOWN -MAY VARY RISER EXTENSION WN. MAY VARY (NOILATSAMD GASKET) MAINLINE PIPE O II II II Mf III f .N ELEVATION VIEW OF CMP AND RISER Spy 4 PLAIN END CMP RISER PIPE GENERAL NOTES: 1. DELIVERED BAND STYLE AND FASTENER TYPE MAY VARY BY FABRICATION PLANT. 2. JOINT IS TO BE ASSEMBLED PER AASHTO BRIDGE CONSTRUCTION SPECIFICATION SEC 26.4.2.4 3. BAND MATERIAL AND GAGE TO BE SAME AS RISER MATERIAL. :�=TT.[ FZ11�C 11iELTESIiI:I.IF�IJ•ZFj3]RP:�? 6. ALL RISER JOINT COMPONENTS WILL BE FIELD ASSEMBLED. 7 MANHOLE RISERS IN APPLICATIONS WHERE TRAFFIC LOADS ARE IMPOSED REQUIRE SPECIAL DESIGN CONSIDERATIONS. 8. DIMENSIONS SUBJECT TO MANUFACTURING TOLERANCES. 12" RISER BAND DETAIL NOT TO SCALE A��'TlAll� 15"0 PERFORATED UNDERGROUND RETENTION SYSTEM - `p�oasos IxEom I C��eNTECH• ►� i �v: ! 704905-020 �MJK GENERAL NOTES I ENGINEERED SOLUTIONS LLC CMP DETENTION SYSTEMS MJNRDD THE GROOVE CAR WASH A,,,,�m.. 1. THESE DETAILSARE NOT FORUSE ON STATE RIGHTOFWAY RISERS ADDED PER SDE ro01 .IR+m.cmRNm6s.�Am A.. TNBIWWMLC MJK coo wancr FORT WORTH, TX TN MJKI RISER RlsioN °°"""" r «.won C3 DESCPIWION BY I SITE DESIGNATION: DETENTION POND B DETENTION DETAILS CAR WASH 2525 NE 28TH STREET UNITED SER` CE A% WORTH BLOCK 1-R TARRANT COUNTY, TEXAS NO. DATE DESCRIPTION BY T �j/ E ANGLE 1 12-07-20221ST SUBMITTAL KP Yqo ENGINEERINGILC 2 12-15-2022 LANDSCAPE PLAN REVISION KP '+ Tmlesaatesaslvouszlallas Em�m�@mm�vsm ooneaNmeo.Au�, TZ TwIa 3 01-19-2023 4' FLUME &CURB WALL REVISION KPKempr'(n 4 01-26 2023 STREET LIGHT TR $F KP s.FAr[rym®Gv.�oo 'sy`+, e]534 = R9 ED4 9 MBfegDRlgR €RC�ON�E�I 10 06-02-2023 SWFMA Kd 5 02-03-2023 SYR CALCS ADt & RAAA REJ P OS�Fi�c•` �o^'DaJzlz/DT/zz PRasz-zt a. sxEE* No. 19 05-19-2023 S—A 1, NTEMP TRENCH COMMENTS PJ6 03-13-2023 SWFMA COMMENTS KP K `+_6..�Q R 04-28-2023 BUIMING FOUNDATION UPDATE I(PE7 04-14-2023 SWFMA COMMENTS KP OB/02/2023 TX PE FIRM ITI1525 �u 1re•, —m v4•— HUGGER BOUTANDSTRAP (SBBS)IIIIIIII IIII111 v� i 1111111111111 NO GASKET CONNECTION DETAIL (saes) 2 2/3"x1/2" RE -ROLLED END HEL-COR PIPE GENERALNOTEE 1. JOINT IS TO BE ASSEMBLED PER AASHTO BRIDGE CONSTRUCTION SPECIFICATION SEC 26.4.2.4. 2 BAND MATERIALS ANDIOR COATING CAN VARY BY LOCATION, CONTACT YOUR CONTECH REPRESENTATIVE FOR AVAILABILITY 3. BANDS ARE SHAPED TO MATCH THE PIPE -ARCH WHEN APPLICABLE 4 BANDS ARE NORMALLY FURNISHED AS FOLLOWS: • 1TTHRU48'1-PIECE • 54'THRU96.2-PIECES • 10TTHRU144'STPIECES 5. BAND FASTENERS ARE ATTACHED WITH$PDT WELDS, RIVETS OR HAND WELDS. 6. ALL CMP IS REROLLED TO HAVE ANNULAR END CORRUGATIONS OF 2 LS'x12' 7. DIMENSIONS ARE SUBJECT TO MANUFACTURING TOLERANCES 8 ORDER SHALL DESIGNATE GASKET OPTION, IF REQUIRED, SEE DETAILS ABOVE) H-12 HUGGER BAND DETAIL NOT TO SCALE CONTECH' AV• 15"0 PERFORATED UNDERGROUND mm I CIy I Iury SYSTEM - ]� 6zB GENERAL NOTES .NIE 704905-020 m 1DETAILS ARE NOT FOR USE ON STATE RIGHT OY THESE FWA ENGINEERED SOWTIONS LLC CMP DETENTION SYSTEMS THE GROOVE CAR WASH 4K MaKrtoD . ca rRncr FORT WORTH, TX T'l uroMlc MJK 5 SITE DESIGNATION' DETENTION POND B I ' A DETENTION DETAILS CAR WASH 2525 NE 28TH STREET UNITEDSER Cy ,%%WORTH BLOCK 1-R TARRANT COUNTY, TEXAS NO. DATE DESCRIPTION BY T Ep/ � J��INGLLE 1 12-07-20221ST SUBMITTAL KP PEo ENGINEERINGILC 2 12-15-2022 LANDSCAPE PLAN REVISION KP '+ Tcvesaatesaslvousz�az�4s eEE®@mm�vsm oon .au,,,TziIT 3 01-19-2023 4' FLUME & CURB WALL REVISION KP 4 01-26 2023 STREET LIGHT TRANSFORMER CONNECTIOIf KP Kempr'rn s. FALF firing I C�EE TV I 09 E04 9 MaregcrrlaA 10 19 06-02-2023 05-19-2023 S.11 Kd SWFMA & NTEMP TRENCH COMMENTS 5 02-03-2023 SYR CALLS ADDED &RIP RAP REVISED KP PJ6 03-13-2023 SWFMA COMMENTS KP OS��ELtl 'N�'c.` A o KP�o"�Iz/oT/zz `""PRasz-zto C'S.11 18 04-28-2023 BUILDING FOUNDATION UPDATE PI7 04-14-2023 SW A COMMENTS KP 06/02/2023 TXPEFIRM DI152E TEMPORARY CO CONSTRUCTION N UDADS LOADS O FINISHED HEIGHT OF GRADE COVER CONSTRUCTION LOADS FOR TEMPORARY CONSTRUCTION VEHICLE LOADS, AN EXTRAAMOUNT OF COMPACTED COVER MAY BE REQUIRED OVER THE TOP OF THE PIPE. THE HEIGHT -OF -COVER SHALL MEET THE MINIMUM REQUIREMENTS SHOWN IN THE TABLE BELOW. THE USE OF HEAVY CONSTRUCTION EQUIPMENT NECESSITATES GREATER PROTECTION FOR THE PIPE THAN FINISHED GRADE COVER MINIMUMS FOR NORMAL HIGHWAY TRAFFIC AXLE LOADS PIPE SPAN, (kips) INCHES 1 1S60 M 50-75 I 75-110 111a150 I INIMUM MOVER (FT) 1242 2.0 2.5 3.0 9.0 48-72 3.0 3.0 9.5 4.0 78-120 3.0 3.G 4.0 4.0 12.1. 3.5 40 4.5 4.5 'MINIMUM COVER MAY VARY, DEPENDING ON LOCAL CONDITIONS. THE CONTRACTOR MUST PROVIDE THE ADDITIONAL COVER REQUIRED TO AVOID DAMAGE TO THE PIPE. MINIMUM COVER IS MEASURED FROM THE TOP OF THE PIPE TO THE TOP OF THE MAINTAINED CONSTRUCTION ROADWAY SURFACE. CONSTRUCTION LOADING DIAGRAM NOT TO SCALE -0MA%.,11-25ACCEESCASTING REINFORCING TABLE WITH GRADE RINGS AS REQUIRED, TO BE PROVIDED AND INSTALLED BY —BEARING CMP CONTRACTOR MAYBE TOP MOUNTED 0 CMP (AS SHOWN)OR RECESSED A B0 REINFORCING PRESSURE PROTECTIONSUB RIMIFINIBHED Oa RISER I I PSF GRADE---�'] VARIES — — 4'0 MS 10.00EW Z.— i _� 24 4k4' 26' p5 10 OCEW 1,900 I f 1 6'-6'0 MS @ 10.00EW 2,280 30• °,-g.x4,�. 32' Y5-9.00EW 11 6]0 O CMP RISER 5'0 NS@9'ocm 2.060 GASKET MATERIAL 5' x 5' 45 Q 6' OCEW 1,6D0 SUFFICIENT TO PREVENT — SLAOFROMBEARINGONw 5'4i'0 p5 @8'OCEW 1.480 RISER TO BE PROVIDED BY m@IroCEW 1.370 CONTRACTOR. N 30 s5@PCCEW 1,210 SECTION VIEW d8 6'z6' S0 .s@rocm t210 ACCESS CASTING SUPPLIED BY GONTECH IN "ASSUMED SOIL BEARING CAPACITY SELECT MARKETS UNDER SEPARATE SUBMITTAL O A q1<1 B IN DIAGONAL - TRIM p4 4 DIAGG TRIM ��T^„^T�� BAR(TYP. 4 PUCES). I II II MR(TYP. 4 PLACES), ` SEE NOTE 7. SEE NOTE 7. _ tkf__�_ _—� E_ _1T--__L ___ �l____Tr____, II II I II II I y J I � HA N I RL � OPENING IN PROTECTION SLAB FOR SPECIFICATION FOR CORRUGATED STBEL PIPE -ALUMINIZED TYPE 2 STEEL ACCESS SCOPE HANDLINGANDASSEMBLY INTERRUPTED BAR REPLACEMENT, SEE THI NOTE B INSTAUECIONOF THE CORS THE UGATED STEEL PURE AND SHALLBE ALIN ACCORDANCEWITHPIRECOMMENDATIONSASSOCIATION OFTFIE INSTALLATION PLANS. THE CORRUGATED STEEL PIPE (CSP)DETAILED IN NATIONAL CORRUGATED STEEL PIPE ASSOCIATION (NCSPA) THE PROJECT PLANS. INSTALLATION MATERIAL SHALL SPECIFIC INACCORDANCEFOR HIGHWITHAASHTO STANDARD THEALUMINIZED TYPE25TS L GOIlLS OF M24ONFORMTA929 ORASTICATIONSDIN CGINFOYBRICGES,SEHE PR6,DIVIPLANII APRICABLE REQUIREMENTS OF AASHTO M2740R ASTM A829 OR ASTM IFICAIO IN CONFORMAREANYI THEPROJECTPLANS AN SPECIFICATIONS. ATHEREA SHOULD PIPE CONFLICTS THE CONTRACTOR SHOULD DISCUSS AND RESOLVE WITH THE SITE ENGINEER. THE CSPA BLARE BE REQUIREMENTS MANUFACTURED IN ACCORDANCE WITHTHE APPLICABLE GAGESANDASIETO M36 ALL BE SSHO. ON ITISFOIL ALWAYS THERELINES 1BIR OF THECONTRACTORTO PIPE SIZES TPLANSND CORRUGATIONS SHALL BE AS SHOWN ON Fd.LOW OSHA GUIDELINES FOR SAFE PRACTICES. THE PROJECT PLANS. ANTI -FL OTATIONPROVISIONSDUE TOSITE-SPECIFIC HIGH GROUNDWATER OR ALLFAUNITED STATES. OF THE PRODUCT SHALL OCCUR WITHIN THE OTHER CONSIDERATIONS TAMON IONSA AND BE SPECIFIED BY SIGN UNITED STATES. CONSIDERATIONS AND SHALL BE SPECIFIED BY ENGINEER OF RECORD MATERIIAQL $rF��1FICATION OPENING IN PROTECTION I __— �_♦ ___ SLAB FOR ___~_._Tr`` y I ACESS I �� i I II I II �r-tom 'I II INTERRUPTED BAR II I II �� I II REPLACEMENT, _yJ L_ __J1__ 1.,___� ____1L____J SEE NOTE 6. I II Y II I I I i^ I II STANDARD STANDARD / / REINFORCING, REINFORCING. y RIB SEE TABLE SEE TABLE ROUND OPTION PLAN VIEW SQUARE OPTION PLAN VIEW NOTES: 7 TRIM OPENING WITH DIAGONAL N4 BARS, EXTEND BARS A MINIMUM OF 1Y BEYOND OPENING. BEND BARS AS REQUIRED 1. DESIGN IN ACCORDANCE WITH AASHTO, 1M TO MAINTAIN BAR COVER. EDITION AND ACI 350. 2. DESIGN LOAD HSI a PROTECTION SIGNSCONTRA ALL MATERIALS TO BE PROVIDED AND INSTALLED BY CONTRACTOR, 3. EARTH COVER • 1' MAX. 9 DETAIL DESIGN BY DELTA ENGINEERS, ARCHITECTS AND LAND 4. CONCRETE STRENGTH =4,909 psi SURVEYORS, ENDWELL, NY. S. REINFORCING STEEL= ASTM AIN 5, GRADE 60. 6, PROVIDE ADDITIONAL REINFORCING AROUND OPPEF NG$ EQUAL TO THE BARS INTERRUPTED. GENERALNOTES MANHOLE CAP DETAIL EACH SIDE. ADDITIONAL SAFE TO BE IN THE SAME PLANE. NOT TO SCALE 1 THESE DETAILS ARE NOT FOR USE ON STATE RIGHT OF A�Ii��IT!'All' 15"0 PERFORATED UNDERGROUND RETENTION SYSTEM - wsos 1 wo ui 2oz3 C�li� y►. NTECH° S�i►�:� G �Y:! 704905-020 o s4�m „��„per DETENTION DETAILS I ENGINEERED SOWTIONS LLC CMP DETENTION SYSTEMS MJK THE GROOVE CAR WASH MJN/LDD CAR WASH OS'OM2023 RISERS ADDED PER SDE mD www.Col4echESxom "�"PD' CONTRACT FORT WORTH, TX TRNflAJKIMLC �„ m� MJK 2525 NE 28TH STREET UNITED SER CE9 ryT�g LOT 3R-1, BLOCK I-R tn&'Nz RISER RIME PROVIDED MD DATE I REVISION DESCRIPTION .1 SITE SITE DESIGNATION: DETENTION PONn_ R C5 5 DRi'"6F FDRT WORTH TAARRRR\�AN�NT COUNTY, TEXASpC NO. DATE DESCRIPTION BY 7 Ep/ E J��II-FIGLLC 1 12-07-20221ST SUBMITTAL KP PCp E414EERINGLLC 2 12-15-2022 LANDSCAPE PLAN REVISION KP '+ TmNsaatesaslvouszlaflas mm�vsm ooneaNmeo.au„, TZ Troia 3 01-19-2023 4' FLUME & CURB WALL REVISION 4 01-26 2023 STREET LIGHT TRANSFORMER CONNECTIONI KPFempr'rn KP s.FALFrym®Ov.�oo 'sy`+, 8]536 D9 ED4 9 Maregcrrlsrt 0 06-02-2023 S MA Kd 5 02-03-2023 S R CALCS ADDED &RIP RAP REV SED KP 19 05-19-2023 SW7TAA & NTEMP TRENCH COMMENTS PJ6 03-13-2023 SW7-MA COMMENTS KP OS TELL SOo „ KP�DB wiz/o7/zz `"„� P6asz-zto C-6.12 B 04-28-2023 BUILDING FOUNDATION UPDATE I(PE7 04-14-2023 SW A COMMENTS KP 06/02/2023 TXPEFIRM UI1525 b rv1m4TENA< oo�ANoa�sTPaooF�,TaA � � I +�X." / K•R� + I sTeev gnmomove EUTE REsisTANCEwuwmcsuaEACE s"..ATE�AL oamEo °oEE m7� ; a m L I 6� vPoaT[oevaus cc scoff "eT[ "Nsa sa�U4 eH a I u�aTaa" RE E ,2E .3oEEORmEOREaAR ml" aN,ry �ENTE�sE�THwAY= �rvaY Mrv. _ oumPAoreu y y - suecanoelreasouaePoan a uix� `✓ i To°soew.LK as'reEau#uno"o svx,re L 1 MEIN B ....... �cHsoE E"o,�a M IF Rou"oanRxi" 1111 .a nsPauT 20V •. II�J aes sees AT oESTEEL PLATE DETAIL• III a.o.wroEacE OE cuRa I:I '9�• .;fl Pao mE .b ORETE - MRE 3�ERS�o9�ETE 2 _TT_ -A �a mEERREo o"N 2' FLUME DETAIL IRRIGATION SLEEVE DETAIL CURB WITH RETAINING WALL TYPICAL CURB DETAIL s°aaNraawouIF oury aaewraaarvc sTeeu sAas oFm Mps VEssrasnCTam �. NO i^ ce w"OiN ceuTeRuovsua couu"e v T*�NTHHTv� oMVRes "E RE w H LL Mry mum ze s s com°aessly aE oT .Eaeoo s1 g1111EwwcENTEao a 1 s ar s,mo rsi gie^ocEw wceNTER OEsus @+ ° Esu a % 4iPoa�J�� oTNI NNEss P a TON —IT ANOTH1REN �Ess P a noN A"TNREN FIN �E s PAaA oN y �Pa �a ENI T-,I rvoTE rvoTE rvoTE 63 A °�rv� T FLUME DETAIL 5"CONCRF.7F_PAVEMENT 6" CONCRETE F.TF PAVEMENT 7" CONCRPAVEMENT Ks s PAVING DETAILS CAR WASH 2525 NE 28TH STREET UNITEDSER`y CE,K%WORTH BLOCK 1-R GENERALNOTES TARRANT COUNTY, TEXAS 1. THESE DETAILS ARE NOT FOR USE ON STATE RIGHT OF WAY NO. DATE DESCRIPTION BY PEo T ��NGLE 1 12-07-20221ST SUBMITTAL KP ENGINEERING LLC 2 12-15-2022 LANDSCAPE PLAN REMSION KP '+ T assss,.esssiE assz�a,�as E Imo@Iz ...::.....................:_!. wm.n9.mcrsom oiTeammmnm rnve..wi�e i+a..1.1T-11 3 01-19-2023 4' FLUME & CURB WALL REVISION KP m!8?AwA 3. ?9?SF. PI-Ri � Cat�llt9o0 4 01-26_2023 STREET LIGHT TRANSFORMER CONNECTION' KP 'sy`+, 8]534 ' D9 �4 9 MRDBIECD1I I10 06-02-2023 SWFMA Kd 5 02-03-2023 5YR CALCS ADDED & RIP RAP REVISED KP 1 EET "o' 19 05-19-2023 SWFMA & NTEMP TRENCH COMMENTS P16 03-13-2023 SWFMA COMMENTS KP � °R052-z,o 18 04-28-2023 BUILDING FOUNDATION UPDATE P�7 04-14-2023 SWTTAA COMMENTS KP 06/02/2023 TXPEFIR-11- C-7'1 Underground stormwater detention and infiltration systems must be Inspected and maintained at regular Intervals for purposes of performance and longevity. Inspection Inspection is the key to effective maintenance of CMP detention systems and is easily performed. Contech recommends ongoing, annual inspections. Sites with high trash load or small outlet control orifices may need more frequent inspections. The rate at which the system collects pollutants will depend more on. site specific activities rather than the size or configuration of the system. Inspections should be performed more often in equipment washdown areas, in climates where sanding and/or salting operations take place, and in other various instances in which one would expect higher accumulations of sediment or abrasive/ corrosive conditions. A record of each inspection is to be maintained for the life of the system. Maintenance CMP detention systems should be cleaned when an inspection reveals accumulated sediment or trash is clogging the discharge orifice. Accumulated sediment and trash can typically be evacuated through the manhole over the outlet orifice. If maintenance is not performed as recommended, sediment and trash may accumulate in front of the outlet orifice. Manhole covers should be securely seated following cleaning activities. Contech suggests that all systems be designed with an access/inspection manhole situated at or near the inlet and the outlet orifice. Should R be necessary to get inside the system to perform maintenance activities, all appropriate precautions regarding confined space entry and OSHA regulations should be followed. Annual inspections are best practice for all underground systems. During this inspection if evidence of salting/de-icing agents is observed within the system, it is best practice for the system to be rinsed, including above the spring line soon after the spring thaw as part of the maintenance program for the system. Maintaining an underground detention or infiltration system is easiest when there is no flow entering the system. For this reason, it is a good idea to schedule the cleanout during dry weather. The foregoing inspection and maintenance efforts help ensure underground pipe systems used for stormwater storage continue to function as intended by identifying recommended regular inspection and maintenance practices. Inspection and maintenance related to the structural integrity of the pipe or the soundness of pipe joint connections is beyond the scope of this guide. w�l�u*�wu• i 4►�C� G� CMP DETENTION SYSTEMS aNDIn—T.1 NE C � NTECH' µv1RAISE Tlw CONEEECIB.corNcoy 01 ORE Nlow.wtwN [a ENGINEERED SOWTIONS cuv NA•rI—aEauioEiww EDE osm•mHrta EHGIHEE 11—SREsERNED•RINTED— NO. DATE DESCRIPTION BY to T 1 12-07-2022 1ST SUBMITTAL KP 2 12-15-2022 LANDSCAPE PLAN REVISION KP JPJ 3 01-19-2023 4' FLUME & CURB WALL REVISION KP • 5.1 1 4 01-26-2023 STREET LIGHT TRANSFORMER CONNECTIONf KP 'sy`+, S]534 0 06-02-2023 SWFMA 5 02-03-2023 SYR CALCS ADDED & RIP RAP REVISED KP OS rELtlo 19 05-192023 SWFMA & NTEMP TRENCH COMMENTS 6 03-13-2023 SWFMA COMMENTS KP wat 18 04-28-2023 BUILDING FOUNDATION UPDATE P17 04-14-2023 SWFMA COMMENTS KP O6/32/2023 GENERALNOTES r. THESE DETAILS ARE NOT FOR USE ON STATE RIGHT OF war DETENTION DETAILS CAR WASH 2525 NE 28TH STREET UNITEDSER Cy A%WORTH BLOCK 1-R TARRANT COUNTY, TEXAS O ANGLE ENGINEERING LLC T-11 Tso R9nnng I CrvI&7—'ng I Ca M-1-MartagemaR Da= x PE FIRM DI,S I PRDSz-2, a C E6.13 Exhibit "C" CITY OF FORT WORTH STORMWATER FACILITY OPERATION, MAINTENANCE & INSPECTION PLAN The LinlE reminddriIID [he CiE ❑❑ Fa'❑ WLrb h❑❑ in [he ❑❑er❑dUn End ❑ dnlen[Ince ❑❑[hi❑F❑cirim i❑inmeclrin. 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PREVENTIVE MAINTENANCE/INSPECTION • Vim❑dnLLecLi❑n❑ ❑❑❑Dc❑❑ ❑ lnenEll Dire cdld❑cAd eJar❑6 ❑ L1n h❑ • A LE❑ LhEme Ca❑❑❑❑❑ dn[Ondice ❑clUnq End inELecLi]En❑ The 1111 d1❑❑[d dDr, ❑❑en❑[he c[Ind ii[En ❑❑[he deAni[En ❑ im a-i❑ iir ❑ c❑❑ ❑dnenLl� d4 "r did deEdLlre❑ ❑mLdELO❑ D❑ EEen❑di❑ re❑®ce❑en❑d ❑ dnlenEnce ❑❑®❑cue❑ • 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 STORMWATER FACILITY MAINTENANCE AGREEMENT Re❑ 3/20/2019 Exhibit "D" Stormwater Underground Detention Maintenance Checklist FREQUENT INSPECTION DATE REPAIRS REQUIRED Inmec❑a Elell aid LIT ❑cue❑ ■1 ■a ■1■■- • ■■R ■ C le En ■■R ■ . i ■■■■- ■TL] 111 - LIELIDIC ■■■- ■11■ 16 MINOR INSPECTION Acc❑❑ ❑L110d Siim Re ❑ 11-0 ❑❑ h aid i ❑ S[[Endin❑ W❑Cer ❑ ina, ❑C]a mcLED T❑c❑ i aiece=rE OiLi❑ ❑c❑❑ ❑Cad indde m❑1YE ❑in❑ MAJOR INSPECTION fi■ 111 ■■• ■■ ■■- 111 ■ ■- ■■■III ■ - ■■ ■C 111• • - Eddence ❑❑Tree r❑❑❑ C❑❑aid re❑ ❑a; r❑❑11E in[V❑Lidi Reese ®❑cam❑❑ inC6,ai1111 ❑❑❑ Dili] ❑❑ed O ❑ e ❑S 1r❑c Qa-e Re ❑❑i r a- re ❑❑]ce J InAN an❑dFIE Filled ®❑cue❑in Lind. Re ❑❑]ce ❑❑❑e ❑ en ❑ D❑❑ ❑❑ed P❑C�❑en4 Cai�]c�n❑ineer � n❑kEE16 Lindn❑ ❑cce m c ❑❑❑e ❑ REPAIRS NOTES MADE Exhibit "C" CITY OF FORT WORTH STORMWATER 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 Facility 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 pond's storage volume is reduced by more than 10%. Silt shall be removed and the pond/basin returned to original lines and grades shown on the approved engineering plans. In addition, corrective measures are required any time a basin does not drain completely within 72 hours of cessation of inflow. NO STANDING WATER IS ALLOWED in basins designed for dry detention purposes. Accumulated litter, sediment, and debris shall be removed every 6 months or as necessary to maintain proper operation of the basin. Disposal shall be in accordance with federal, state and local regulations. Detention facilities shall be mowed monthly between the months of April and October or anytime vegetation exceeds 12-inches in height. To prevent debris from entering and clogging the downstream storm sewer system a wire mesh screen or similar screening device shall be installed over the outlet until final acceptance. 4. PREVENTIVE MAINTENANCE/INSPECTION • Visual inspections of all components will be conducted every 6 months. • A log shall be kept of maintenance actions, and inspections. The log should document the condition of the detention system's primary components, mowing, and silt, litter and debris removal dates. Document aeration of the basin bottoms and replanting to prevent the sealing of the basin bottom. • 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. STORMWATER FACILITY MAINTENANCE AGREEMENT 10 Rev. 03/01/2022 BN Exhibit "D" Stormwater Structural Control Maintenance CHECKLIST FREQUENT INSPECTION Mowing Remove Trash and debris Inspect irrigation system operation Remove grass clippings Violations Noted MINOR INSPECTION Condition of Pond Amount of silt in pond Amount of silt in flume Amount of ponded water Amount of wetland vegetation Location of Erosion Percent of vegetation Condition of trash guard Location of Erosion MAJOR INSPECTIONS Condition of Stormwater Quality Structure Type of Stormwater Quality Structure Structure type and Condition Condition of Rip -Rap Condition of filtration system REPAIRS REPAIRS DATE NOTES REQUIRED MADE STORMWATER FACILITY MAINTENANCE AGREEMENT 11 Rev. 03/01/2022 BN Berm or Embankment Settlement Location of erosion Evidence of Animals Evidence of Aquatic life Condition of Aeration Foundation STORMWATER FACILITY MAINTENANCE AGREEMENT 12 Rev. 03/01/2022 BN