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HomeMy WebLinkAboutContract 61157Date Received: 3/20/2024 Permit No.: SWFMA-22-0106 Time Received: 2:49 p.m. City Secretary No.: 61157 STORMWATER FACILITY MAINTENANCE AGREEMENT THIS AGREEMENT, made and entered into this 20th day of March 20 24 , by and between ONML Cottages at Deer Creek, LLC, a Texas limited liability company, 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 situated in the John Sise Survey, Abstract 1434, Tarrant County, Texas according to the deed recorded in Document No. D221380048, 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 Cottages at Deer Creek Meadows, 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 on -site Stormwater Management Facilities ("Facility") as shown on the Plan be constructed and adequately maintained by the Landowner, its successors and assigns, the location and dimensions of which is shown and OFFICIAL RECORD STORMWATER FACILITY MAINTENANCE AGREEMENT CITY SECRETARY 1 Rev. 03/01/2022 BN FT. WORTH, TX more particularly described by metes and bounds in 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 Stormwater Management Facility ("Facility") at no expense to the City of Fort Worth in accordance with the design specifications for the Facility, attached as Exhibit `B", and the current standards then in force and effect in the City of Fort Worth and with the Operations and Maintenance Plan attached to this Agreement as Exhibit "C". The Stormwater Facility 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 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, 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. 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 STORMWATER FACILITY MAINTENANCE AGREEMENT 2 Rev. 03/01/2022 BN 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, 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 STORMWATER FACILITY MAINTENANCE AGREEMENT 3 Rev. 03/01/2022 BN 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 drainage easement outlined on Exhibit "A" but this paragraph shall not preclude construction of other improvements within the drainage easement, which do not impede drainage. Landowner covenants and agrees that no habitable building shall be erected on the above property abutting such easement which shall have a finished floor at an elevation less than two feet above the maximum depth of water in the detention pond which would occur during a 100-year frequency flood. 8. This Agreement shall be recorded among the land records of Tarrant County, Texas, 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 20th day of March 20 24 CITY OF FORT WORTH LANDOWNER ONML Cottages at Deer Creek, LLC a Texas limited liability partnership 117-lDana Mar�611 ur�g�$ CDT) By: ONML Manager, LLC Dana Burghdoff a Texas limited liability company Assistant City Manager Its: Manager City of Fort Worth Date: Mar 20, 2024 ((�� - ''\� .—C By: Ty Robinson Its: President Approved as to Form and Legality: :�g! aQjq Date: Matthew Murray Senior Assistant City Attorney Contract Compliance Manager: City Attorney's Office By signing, I acknowledge that I am the Date: Mar 20, 2024 person responsible for the monitoring and administration of this contract, F S...r o including ensuring all performance and ATTEST: �,.o op reporting requirements. Rebecca Owen (Mar20, 202410:04 CDT) Jannette S. Goodall Rebecca Owen City Secretary Planning Manager Date: Mar 20, 2024 Date: Mar 20, 2024 OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX STORMWATER FACILITY MAINTENANCE AGREEMENT 5 Rev. 03101/2022 BN STATE OF TEXAS § COUNTY OF TARRANT § This instrument was acknowledged before me on the 20th of March, 2024 by Dana Burghdoff, Assistant City Manager of the City of Fort Worth, on behalf of the City of Fort Worth. oARYaoe WENDY L BEARDSLEE Notary Public J 2�+ STATE TEXAS •` ' n„ Q Notary I.D.. 13323719-3 Notary Pic, tote o Texas 9OF"�' My Comm. Exp. July 28, 2025 LANDOWNER STATE OF ,% § r- COUNTY OF § BEFORE ME, the undersigned authority, a Notary Public in and for the State of Ix4 j - , on this day personally appeared Ty Robinson, President, 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 ONML Cottages at Deer Creels, LLC (entity), a Texas limited liability company, and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this A. day of FZ�Drt.-6vj , 20�. 4;�Aaz6z I. 6444-:� Notary Public, State of AdiACEL! CA55D Notary 10 #131578791 MY Commission Expires aF December 22, 2026 STQRMWATER FACILITY MAINTENANCE AGREEMENT 5 Rev. 03/01/2022 8N EXHIBIT "A" INSERT LEGAL DESCRIPTION STORMWATER FACILITY MAINTENANCE AGREEMENT Rev. 03/01/2022 BN EXHIBIT A (1 of 4) 1 1 EASEMENT DESCRIPTION 1.402 - ACRES BEING a tract of land situated in the John Sise Survey, Abstract No. 1434, City of Fort Worth, Tarrant County, Texas and being a portion of that tract of land conveyed to ONML Cottages at Deer Creek LLC., according to the document filed of record in Instrument No. D221380048 Deed Records, Tarrant County, Texas (D.R.T.C.T.), and being more particularly described as follows: BEGINNING at a point in the south line of said ONML tract, same being common with the north line of that tract of land conveyed to ONML Villas at Deer Creek LLC., according to the document filed of record in Instrument No. D222255438 (D.R.T.C.T.), from which a 1/2-inch iron rod found with cap stamped "Goodwin & Marshall" in the west line of Union Pacific Railroad, for the southeast corner of said ONML Cottages tract, same being the northeast corner of said ONML Villas tract, bears North 81 °16'10" East, a distance of 237.07 feet; THENCE South 81'1610" West, with said common line, a distance of 83.00 feet to a point for corner, from which a 1/2-inch iron rod found with cap stamped "Goodwin & Marshall" bears South 81'1610" West, a distance of 119.01 feet; THENCE over and across the above -mentioned ONML Cottages tract the following bearings and distances: North 45'11'44" West, a distance of 7.09 feet to a point for corner at the beginning of a non -tangent curve to the right with a radius of 40.00 feet, a central angle of 18°42'37", and a chord bearing and distance of South 78°06'32" West, 13.00 feet; With said curve to the right, an arc distance of 13.06 feet to a point for corner; South 87°27'50" West, a distance of 189.60 feet to a point for corner at the beginning of a tangent curve to the right with a radius of 40.00 feet, a central angle of 92°20'26", and a chord bearing and distance of North 46°21'57" West, 57.71 feet; With said curve to the right, an arc distance of 64.47 feet to a point for corner; North 00'11'44" West, a distance of 67.80 feet to a point for corner at the beginning of a tangent curve to the left with a radius of 100.00 feet, a central angle of 21'47'12", and a chord bearing and distance of North 11'05'20" West, 37.80 feet; With said curve to the left, an arc distance of 38.02 feet to a point for corner at the beginning of a reverse curve to the right with a radius of 110.00 feet, a central angle of 12°1638", and a chord bearing and distance of North 15°51'07" West, 23.49 feet; With said curve to the right, an arc distance of 23.54 feet to a point for corner; North 00'11'44" West, a distance of 39.59 feet to a point for corner at the beginning of a non -tangent curve to the right with a radius of 40.00 feet, a central angle of 74°10'26", and a chord bearing and distance of North 52°43'03" East, 48.24 feet; With said curve to the right, an arc distance of 51.78 feet to a point for corner; North 89'48'16" East, a distance of 186.15 feet to a point for corner at the beginning of a tangent curve to the right with a radius of 40.00 feet, a central angle of 82°58'36", and a chord bearing and distance of South 48°42'26" East, 53.00 feet; With said curve to the right, an arc distance of 57.93 feet to a point for corner; South 07'13'08" East, a distance of 149.60 feet to a point for corner at the beginning of a tangent curve to the right with a radius of 40.00 feet, a central angle of 39°22'08", and a chord bearing and distance of South 12°27'55" West, 26.95 feet; With said curve to the right, an arc distance of 27.48 feet to a point for corner; South 45'11'44" East, a distance of 12.20 feet to a point for corner in the above -mentioned common line; THENCE North 89'48'16" East, with said common line, a distance of 59.04 feet to the POINT OF BEGINNING and containing 61,068 square feet or 1.402 acres of land. DRAINAGE EASEMENT OF JOHN SISE SURVEY, �E•••• •••.TFy ABSTRACT NO. 1434 �PGISTE/0., CITY OF FORT WORTH N R. A ... TARRANT COUNTY, TEXAS REGISTERED PROFESS ONAL DANIEL R. ARTHUR LAND SURVEYOR NO. 5933 ••• ,0 5933 �:• Kimlev)))Horn 400 N. OKLAHOMA DR., SUITE 105 �'. p0 �P: C E LI NA, TEXAS 75009 941F E S . • ' 0 400 North Oklahoma Dr.05 , Suite 1Tel. No. (469) 501-2200 PH. 469-501-2200 � S U R v Ey Celina, Texas 75009 FIRM # 10194503 www.kimley-hom.com Scale Drawn by Checked by Date Proiect No. I Sheet No. daniel.arthur@kimley-horn.com 1"=###' I SPA KHA 2/5/2024 063219510 1OF2 ALLEN, STEPHEN 2/5/2024 7:11 AM K:\CEL_SURVEY\063219510-COTTAGES DEER CREEK\DWG\SEPARATE INSTRUMENTS\063219510 DRAINAGE EASEMENT.DWG EXHIBIT A (2 of 4) LEGEND A = CENTRAL ANGLE P.O.B. = POINT OF BEGINNING IRFC = IRON ROD FOUND CAPPED D.R.T.C.T. = DEED RECORDS, TARRANT COUNTY, TEXAS O.P.R.T.C.T. = OFFICIAL PUBLIC RECORDS, TARRANT COUNTY, TEXAS ONML COTTAGES AT NORTH 0 50 100 GRAPHIC SCALE IN FEET DEER CREEK LLC. C INST. NO. ? A=74°1026" D221380048 A=82°58'36" Z R=40.00' O.P.R.T.C.T. R=40.00' "o L=51.78' I C6=N52°43'03"E L=57.93' CB=S48°42'26"E n C=48.24' C=53.00' C) N89°48'16"E 186.15' NO°11'44"W JOHN SISE SURVEY, I ABSTRACT NO 1434 n 39.59' O A=39°22'08" A=12°15'38" 1.402 ACRE R=40.00' R=110.00' L=23.54' 61,068 SQ. FT. CB S12°27'55"W I CB=N15°51'07"W DRAINAGE w C=26.95' bo C=23.49' EASEMENT O A=21°47'12" S45°11'44"E 1/2" IRFC R=100.00' N 12.20 "GOODWIN & L=38.02' MARSHALL" N89°48' 16"E CB=N 11 °05'20"W 59.04' CT LINE C=37.80' S87°27'50"W TRA � 237.07' 189.60' N61°16'10"E NO°11'44"W _------- 67.80'--- - — — — P.O.B. A=92°20'26" TRACT LINE S81°16'10"WT S81°16'10"W R=40.00'--------— 119.011-----83.00' L=64.47'_ A=18°42'37" \ CB=N46°21'57"W 1/2" IRFC R=40.00'—N45°11'44"W ` — — C=57.71' GOODWIN & L=13.06' 7.09' MARSHALL CB=S78°06'32"W ONML VILLAS AT C=13.00' DEER CREEK LLC. APPROXIMATE LOCATION VARIABLE WIDTH INST. NO. DRAINAGE &SEWER _ D222255438 EASEMENT 0.P.R.T.C.T. D209148667 (O.P.R.T.C.T.) NOTES Bearing system based on the Texas Coordinate System of 1983, North Ce Zone 2), North Ame ' atum of 1983. C�O Egos R. * ........ ......... *. REGISTE E PROFESSIONAL DANIEL R. ARTHUR DRAINAGE EASEMENT JOHN SISE SURVEY, ABSTRACT NO. 1434 CITY OF FORT WORTH TARRANT COUNTY, TEXAS LAND SURVEYOR NO. 5933 •••• ....................... ' 400 N. OKLAHOMA DR., SUITE 105 ;,6,po 5933 �Pv Kimlev))Horn CELINA, TEXAS 75009 9,y . F E S S��.• ' O 400 North Oklahoma Dr.Suite 10Tel. No. (469) 501-2200 PH. 469-501-2200 3 U R v C�� Celina, Texas 75009 FIRM # 10194503 www.kimley-hom.com Scale Drawn by Checked by Dale Proiect No. Sheet No. daniel.arthur@kimley-horn.com 1"=100' SPA KHA I 2/5/2024 I 063219510 I 2OF2 ALLEN, STEPHEN 2/5/2024 7:12 AM K:\CEL_SURVEY\063219510-COTTAGES DEER CREEK\DWG\SEPARATE INSTRUMENTS\063219510 DRAINAGE EASEMENT.DWG CURVE TABLE VICINITY MAP 111TITI R ah W—RISINGERROA 'TcT' T P.O.B.% ..-R- AF�.� UATE RC, rvrs D CN dg P.O.B.TA.� �� � RAC� 1 TR — — — — — — — — — — — -- — — ---- — — — — — -- — — — — — — — — A, — — — — — — — — — — — — — - 9, (A, C­LC —L-ATAN �L LOT 3, BLOCK 2 Y.-T-1- F-111 ACRES F F -1 -21 TR 1 73o' LlaT-L - - - - - - - LOT 4, BLOCK 2A- - TCFl 6.912 7-E�' - _M_ - - - - - - - - - - - - - 301,0988Q.FT.--.- --iL _7 BLO CK 13 PFTCT A7� %7�T —T- ARI-N-L.—R 568,298 SQ. Fr. 0NORTH —0�;= T— Tmo'—�- OA'O.0 --c Y2— .11 .11—zrew 114 11 _ :: _ _ ::: IN FEET ELDISE'.RIVExg�nrii TE—C-CA. st LLC @ M 4- UXZ=Tl0—N='lN—C —u- 1—NTI—TI 4- :1'4 LOT 2, BLOCK 2 _-Ir uv :. 8.051 ACRES p 'T ELIDISE 0,1, 11 �,�,P��8T"R,�,�OT��D��,7NA,�T� I it O_0— DRIVI it 350,697 SQ. Fr. - T—MML. FM�NT7 1'='—N�T—T I It .1 Il— 2- --q t'2�1 1'� �T7' 1,:2.1 4- T, =-1E L.—TE it LCrIONT T—T —11N. L A "T LINE TYPE LEGEND OYL T :4 1 4Cw 0 --- -------- C� It !r' I I It N- 47 1� 8-1—F 42A7 < A -1-1 COTTAGES AT C— AND> w a rw mzk DEER CREEK A m DETAIL 'A" - NTS ikJf MEADOWS (N­7r�T2) REF. CASE # PP-00-000 „zEFINAL FLAT EASE # FP-22-000 CRIOWTLEY- LOT 1, BLOCK 2A ? II % A, 20.429 ACRES �u kuk FR_ 2j it FINAL PLAT 889,907 SQ. FT. —E ui —AL WAY '-Z 4: COTTAGES at DEER CREEK MEADOWS GEORGII W—Al BLOCK 2A, LOT 1 AFADLE'111 s.rsearE20.429 ACRES WA — — — — — — --rrvos 3"�rva cso --1 21- .11 .11—E BLOCK 2, LOT 2 'I �11 21,1L -2" 1`-- 8.051 ACRES — BLOCK 2, LOT 3 7-7 1 qilr I . --- 6.912 ACRES 4,1 BLOCK 2A, LOT 4 13.094 ACRES Alc —E .1 1-1 .11—W 4— A 1: 1— .—E 11- S SYR. —h —I (4212)� —h "J:� = CR—N T I it 1= 1.11 IW 4111 JOHN SISE SURVEY, L"A' Naaea T. r. a = — �� .! E ABSTRACT NO. 1434 ft dl— W —b- —IN Vfw. t C" llIll'E 114 Dee —96 FFTCT) '—TIT) an addition to the —aw— N\> 'maw— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — �\ —'R.F. CITY OF FORT WORTH TARRANT COUNTY, TEXAS DEER CREEK M:AEOWS 121 1= I _71 1 11 1 I_ N AF1-- Dora 1- 11 A- -411-1 Cly.—FT—T, FTCT 2, d. ll.- 11: :Z- 4114 n Kiml *Hor Na a,w—N -�y 2 1 TI, h., T... 10-19,4" 00 IINI TARRE 1INITAR11 IINI T— 111, TADRI 1111 TAIII 1IN-11 LNITARRE 1111 TAIRI I I '— = '.-' �= '= 1-1 4— N1, .17 "1 NA -- .— - -- 1E.— �.' I '. 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F ,°�= 84 -"-- gim �.3 g1m3 Ha ._ °"=0 4la <d`$4 3�m �3 i sum �_ $,{Ya °sz 3m$$ �i=n9 €RRT 83 _m Sw°a Z1 o $ - Yagf�8m 3 �BwG v Rga� g a a8$o € sO fab ° y4% go$am ° _ �° °E W� 4r4a Rm"a o' 8� 1, '� rym§-"� S1eo _ ] -'Ao zm&r 3¢a &sgxOB ZQ�NZ nma�Ln �COrn���o� o°�$g$a0 T Qn m z m3m0 ° <€ $_ O o BCD Om :��, ��N�;x m >o mm�_ ND�D cO0-1m y�DNDNDD ZC ArmOmOA r �0;0 G) o Dgo pK OA �.Z1 w°NwyNv,° r m > o� m i. O � < a fD Am m p �D u as my Yn = oo I � x 3 y 2 O wm xuaE xcELsurvEnmm✓conn°rs EEx mEoxmmnEEx xEEn rixuaur wm^ionEo av mix srEaxrx vmrzoa o is wmrvuw inarzoa ee.w EXHIBIT `B" DESIGN PLAN AND SPECIFICATIONS I / B154 I 3 3/ j B152 B151 57 / 12' N0E RPIi AT_ DO 6 SR NA%SLOPE- r`--_____�+ _-----_- AA R 7/w za' ENB GROUTED cants 9 a J ITEN 2. PER TXOOT I ITEM .3 A SOA MI STONES 6 1 SHALL ER O A MINIMUM NDE $ I / DIAMETER d- V. UNDERLAY KITH TYPE 2 FlLTER FABMC 1 - I . RIPRAP SHALL BE UNDERCU i0 u IxsrN m T T. RAMP 1 wRFnCE FLUSH KITH cltDu p - arm CONSTRUCT 3MT . OF L /1 (ST 1"°\NOE C9NCRETE"PILOT CXANNEL r I SEE DETAIL THIS SHEET. -- i �� NO SA`.ED OR PROPOSED \ 2 ` TREES ARE WITHIN THE A II \\ MAINTAINED AREA 0.2% �y3 vy IPA C STRUCT 182 LF OF 8'� \\ LLI I� N1DE CON RETE PILOT CHANNEL. \ v SIE DETAIL THIS SHEET. \\ 20' THICK CRWTED COMMON STONE RIPRAP 163 PER K S SHALL ADM MI DIAMETER OF 9?.UNDERLAY - I LLI €tV , NTH TYPE 21FILTER FABRIC. RIPRAP SHALL BE - i 11 UNDERCUT J� CUT SO, IT IS RUSH NTH MOUND /1 I BOTTOM\QF DETENTION POND / X\\(S ONE GRAVI RW BUILT IN PLACE) /_- W nsa - _ DRNNAGE ESMT \'------- A,.rz • 30' U.E. � e � i aTRuc r - i �g I I Top 0 1�F NOaa • ' � T K � 73>, I � I ` 0pFN1NG g• /rr r � 2 Know wheCB 11910w. Call before you dig. �? n I Pots OUIMTTB $ I EI•Ntlan OYI s WN OP%ING a - Rome. Tao a 6 1 732.28 0.0 00 00 e b 7322N 1734.00 133 00 13B POND I OUTFALL STRUCTURE 173500 218 00 218' 1738.00 218 00 53.1 _ 1 73]00 196 71.5 91A 173800 219 G8.3 1202 173900 257 1155 191I, Note-Tne values above If732MOIt-coxsa a IMMWter ekvMion of ]32.20 fl wnicn v $ represents the lrexlmum laiNialer ekvalion /I I I I I � 7 1 I --�DR, I 1 I Bw 73x5-4(y� GN I 1 ND-" MGM OF DETENTION POND ONE GRAVITY RN BUILT IN PLACE) TOP739.4 TOP' 739 4 BOTTOM 73TB + MIN. 1 To, PROVIDED SECTION C-C (SPILLWAY) POND 1 100-YEAR WSEL=737.58 100-YEAR VOLUME 5.52 AC -FT 1 DO -YEAR PEAK INFLOW = 253 CFS 100-YEAR PEAK OUTFLOW = 111 CFS 5-YEAR WSEL = 735.79 5-YEAR VOLUME = 3.40 AC -FT 5-YEAR PEAK INFLOW = 139 CFS 5-YEAR PEAK OUTFLOW = 44 CFS 1-YEAR WSEL = 734.97 1-YEAR VOLUME = 2.44 AC -FT 1-YEAR PEAK INFLOW = 95 CFS 1-YEAR PEAK OUTFLOW = 21 CFS ROODPLAIN EASEMENT I INSTALD�525SY NRF (WESTSTAIOD- 1 MLLY-DEKLOPW i A ROODPLAIN / ---- 150' TNNG EASEMENT-\ / ANOONT ALMO RV BE uSN" T (BY FIAT) \� Vl --- I I \ 1 cme,PeM,.saw,,,vl,� Q=CLH1.s P �'a°�aa`ON a:: a C lcaeflkknt for -_ :narP naNeaMab) 333 N O1= 0sx D krs1= 2ss o-c eoa ..n ,a TOPaPOa4= ]39 zuewoE Porq i EI �M�Mg- A-(ac) VOlue.(aa PILOT CHANNEL DETAIL 73238 0.0990 a.�o nTs 733 09708 0.3495 MATCH 734 1.1876 1.4186 EXISTING 736 IA733 2.S890 MATCH 736 1.1788 3.7651 EXISTING 737 1.1841 4.9466 738 1.1893 6.1332 739 1.1944 7.3251 ' --- --- -i 7- SECTION C-C 1 1 I _ RIPRAP PER TXDOT ITEM . G%M --- STONES SHALL HANE A MINIMUM DIAMETER -IXIS TIN _---r_ _ _�OF 9'. UNDERLAY NTH TYPE 2 FLTER FABRIC. MPRAP SHAU- BE UNDERCUT SO SIT IS RUSH WITH ORWND SURACE. T^ I C. a'} / PROPOSED DRAINAGE AND TmoTL HEADWALL AND 1 ROOOPLAIN EASEMENT BY r RIMAP BY OTHERS II'r II \� DEER MEEK MEADOWS \ (IPRC22-0054) (LOT 2SY, BLOCK H IN ` IPRC22-0054)I 1 ULIMATE uwr.v s• ��,w7aA"� -.W - - - - - - - - - - - - - Waw 4t+sa Dane Po¢ IT-.z. IL srs xce AN SEC „OS B-B 0 WOMI 0' -A' Eufn rr B LLWAY EAL9EL'�30.5' ,� I�No-"'='1 r SB SECTION N.I. A -A LINE SD-L w 3No z p�N 720 715 y �+ 0+00 1+00 NORTH GRAPHIC SCALE IN FEET 0 15 30 BI y PLEGEND Mn ..-ATI. nN ■ CRAOINC 1ti ERNTwvBE CP RAIACAl tsHONr AT OAAA THE YT ro ExImNO EAS TroOF NU- 0' amrms)NT uFaR MR/EN1RY -F-% INT 1. NWNEMFNTS. NOR'AOA , ..I - C£ A 745 Z Q J d 740 Z O a 735 LL 730 W > C) 0 QQ3� 725 (n W W o° (-) Y TOTQ Q LLI F Y LLI O F 720 1-- 0 SHEET NUMBER 715 C_62 2100 OO GENERAL 1. TH E STRUCTURAL DESIGN IS IN ACCORDANCE WITH THE 2021 INTERNATIONAL BUILDING CODE AND ALL APPLICABLE PROVISIONS OF THE CITY OF FORT WORTH, TX. LOADS THAT HAVE BEEN USED IN THE STRUCTURAL DESIGN INCLUDE THE FOLLOWING; DEAD LOADS DEAD LOADS HAVE BEEN CALCULATED TO INCLUDE THE ACTUAL WEIGHT OF ALL WORK SHOWN ON THE STRUCTURAL AND CIVIL DRAWINGS. EARTH LOADS DESIGN PARAMETERS UTILIZED FOR WALLS ARE AS FOLLOWS; EQUIVALENT FLUID PRESSURE (INCLUDING HYDROSTATIC).......... 100 PCF SOIL UNIT WEIGHT..................................................................................120 PCF 2. COMPLETE SHOP DRAWINGS FOR THE STRUCTURAL WORK SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW PRIOR TO COMMENCEMENT OF CONSTRUCTION, IN ACCORDANCE WITH THE SPECIFICATIONS. A PERIOD OF AT LEAST 10 WORKING DAYS SHALL BE PROVIDED FOR THIS REVIEW, REVIEW OF SHOP DRAWINGS BY THE ENGINEER DOES NOT RELIEVE THE CONTRACTOR OF FULLRESPONSIBILITY FOR CORRECT FABRICATION AND CONSTRUCTION OF THE WORK. 3. ANY DEVIATION FROM, ADDITION TO, SUBSTITUTION FOR, OR MODIFICATION TO THE STRUCTURE ORANV PART OF THE STRUCTURE SHOWN ON THESE DRAWINGS SHALL BE SUBMITTED IN WRITING TO THE ENGINEER FOR REVIEW. SHOPDRANlINGSTHAT ARE SUBMITTED FOR REVIEW DO NOT CONSTITUTE IN -WRITING' UNLESS IT IS CLEARLY NOTED THAT SPECIFIC CHANGES ARE BEING SUGGESTED. 4. TH E CONTRACTOR SHALL REFER TO THE CIVIL DRAWINGS FOR ELEVATIONS NOT SHOWN AND FOR EXACT LOCATIONS AND DIMENSIONS OFALL DETAILS. THE CONTRACTOR SHALL COMPARE THE STRUCTURAL PLANS AND SECTIONS WITH THE CML PLANS AND SECTIONS AND REPORTANY DISCREPANCIES TO THE ENGINEER PRIOR TO COMPLETION OF THE SHOP DRAWINGS, 5. THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS AT THE SITE AND SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THE ACTUAL CONDITIONS AND INFORMATION SHOWN ON THE DRAWINGS BEFORE PROCEEDING WITH THE WORK, r 6. THE STRUCTURAL DRAWINGS ARE NOT TO BE SCALED FOR DETERMINATION OF L� QUANTITIES, LENGTHS, OR FIT OF MATERIALS. O 7. TH E STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHODS OF CONSTRUCTION UNLESS SO N STATEDORNOTED, THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE WORKERS AND OTHER PERSONS DURING CONSTRUCTION. B. THE CONTRACTOR SHALL PROVIDE TEMPORARY ERECTION BRACINGANDSHORING OF ALL STRUCTURAL WORK AS REQUIRED FOR STABILITY OF THE STRUCTURE DURING ALL PHASES OF CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE HENGINEER OFANY CONDITION WHICH, IN HIS OPINION, MIGHT ENDANGER THE _ STABILITY OF THE STRUCTURE OR CAUSE DISTRESS IN THE STRUCTURE, W 9. IF ANY INCONSISTENCIES OR DISCREPANCIES OCCUR WITHIN OR BETWEEN THE DRAWINGS AND SPECIFICATIONS, THE GREATER QUANTITY OF ITEMS SHOWN AND / OR = THE MOST COSTLY PRODUCT OR INSTALLATION METHOD SHALL BE PROVIDED, UNLESS INSTRUCTED OTHERWISE BY THE ENGINEER. IT SHALL BE DEEMED THAT THE X CONTRACTOR BID AND INTENDS TO EXECUTE THE MORE STRINGENT OR HIGHER QUALITY REQUIREMENT WITHOUT ANY INCREASE TO THE CONTRACT SUM OR W CONTRACTTIME. EARTHWORKAND FOUNDATIONS CAST IN PLACE REINFORCED CONCRETE 1, THE FOUNDATION DESIGN IS IN ACCORDANCE WITH A GEOTECHNICAL REPORT BY ALPHA 1, ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE MOST RECENT EDITION OF AG 301, TESTING, INC. (REPORT NO. W213073•REV2) DATED NOVEMBER 3, 2022, SPECIFICATIONS FOR STRUCTURAL CONCRETE. 2, ALL EXISTING VEGETATION BENEATH THE STRUCTURE SUCH AS TREES, BRUSH, AND STUMPS 2, MILD STEEL REINFORCING BARS SHALL CONFORM TO ASTM A615. GR 60. SHALL BE REMOVED FROM THE SITE. 3. MILD STEEL REIN CEMENTAND ACCESSORIES SHALL BE DETAILED AND FABRICATED IN O J) 3, ANY SLOUGHED,LOOSESHAL SE REMOVED. NEAR THE BASE THE SHALL EXCAVATION S—IONHALLBE REMOVED. COMPACTED FILL SHALL BE "TIEDON" ACCORDANCE WITH AG SP 66, < = x BENCHES SITE WITH THE EXCAVATION SLOPES USING BENCHES AS NECESSARY, 4, PORTLAND CEMENT SHALL BEASINGLE BRAND CONFORMING TO ASTM C 150, TYPE I OR II, UNLESS OTHERWISE NOTED. Q Q F of A ORAL, AREAS OF SUSPECTED EXISTING FILL WHICH WILL 4, ANY SOFT OR SPONGYEDFILL SUPPORT PROPOSED FILL MATERIAL, FUTURE STRUCTURES, OR PAVEMENT SHALL BE 5. NORMAL SHALL CONFORM TO ASTM C 33. ALL CONCRETE SHALL USE NORMAL U /� W O COMPACTED THELTING VOID SHALL B BVCOMPACTION WITHPRSHALL BEUNDERCUT TOA FIRM SUB THE RESULTING VOID SHALL BE BACKFILLED WITH PROPERLY COMPACTED UNLESS WEIGHT AGGREGATES. UNLESS NOTED OTHERWISE, AGGREGATES. y J L W 5 CT FILL SELECT FILL MATERIAL, 6, ALLADDIT1VESANCE FORA H EMANUF CTUREIAS DI REDUCTION, T AND SET CONTROL SHALL ID USED IN ACCORDANCE WITH THE MANUFACTURER'S DIRECTIONS, THE USE OF CALCIUM CHLORIDE IS r� Z Y STABILIZED LAVERS AND REWORKING EXISTING ON -SITE 5. MATERIALS SHALL NO TO BE MATERIALS SHALL NOT BE CONSIDERED, PROHIBITED. V Q w LL Q 6 BOTHTHEAREAS TO RECEIVE FILLANO FILL MATERIALS SHALL BE FREE OFANV VEGETATION ]. MIXES SHALL BE DESIGNED TO PROVIDE CONCRETE WITH ACOMPRESSIVE STRENGTH AT 28 DAYS (fc') OF 4,000 PSI. w F ]. BACKFILL SHALL CONSIST OF A CLEAN LEAN CLAY, SANDY CLAY, SANDY GRAVEL, OR OTHER B. THE MAXIMUM NOMINAL SIZE OF COARSE AGGREGATE SHALL BE 1', � O z APPROVED MATERIAL WITH A PLASTICITY INDEX OF LESS THAN 20 AND AN ANGLE OF 9, CONCRETE EXPOSED TO WEATHER SHALL BE AIR -ENTRAINED 3%TO 6%, } Q U INTERNAL FRICTION OF AT LEAST 20'. 10. AIR CONTENT SHALL BE CHECKED BY AN ACI APPROVED TESTER WITH AN AIR METER, ' ` of V a - S. LOCATE ALL UTILITIES AND UNDERGROUND SERVICES PRIOR TO PERFORMING EXCAVATION OF ANY KIND. 11. CONCRETE SLUMPS SHALL BE 4" (+l• 1•). Q 10. BOTTOM SLABS ARE DESIGNED FOR AN ALLOWABLE BEARING PRESSURE OF 1,500 PSF, 12. MILD STEEL REINFORCEMENT SHALL BE PLACED AND SECU RED IN ACCORDANCE WITH CRSI W 11. COMPACTION WITHIN 6 FEET OF THE BACK FACE OF THE WALL SHALL BE PERFORMED WITH "RECOMMENDED PRACTICE FOR PLACING REINFORCING BARS'. W LIGHT COMPACTION EQUIPMENT. 13. CONCRETE PROTECTION FOR REINFORCEMENT SHALL BE 1 K" FOR CONCRETE EXPOSED TO AIR EARTH (BUT NOT LAST AGAINST), CONCRETE PROTECTION SHALL BE 3" FOR CONCRETE CAST AGAINST EARTH (UNLESS NOTED OTHERWISE ON THE DRAWINGS). Q 14. THE TESTING LABORATORY SHALL BE NOTIFIED AFTER THE MILD STEEL REINFORCEMENTAND EMBEDS ARE POSITIONED PRIOR TO EACH CONCRETE PLACEMENT. NO CONCRETE SHALL BE PLACED UNTIL THESE ITEMS ARE CHECKED AND APPROVED BY THE TESTING LABORATORY. 15. EACH AREA OF CONCRETE WORK SHALL BE FINISHED AND CURED IN ACCORDANCE WITH THE SPECIFICATIONS. CHAMFER (3/4") AT ALL EXPOSED EDGES. z '^ 1..y W Development Length, Lap, and Hook Table W Sim Dianneter(in) Ld(in) Lap (in) 90Deg Hook(in) 160 Deg Hook (in) f il3 0375 15 20 6 5 #4 0.500 19 25 8 8^ #5 0625 24 32 10 8 H #6 0750 29 38 12 9 ay z �o `rU W ABBREVIATIONS Q ALT ALTERNATE w CLR CLEAR EF EACH FACE ES EACH SIDE W Q, 0 — i EQ EQUAL EW EACH z o /�/ S O EXT EXTENSION Z Q w INV INVERT OC ON CENTER n K F ,n W OH OPPOSITE HAND TYP TYPICAL o 0 U O 2 T/G TOPOF GRATING SPA SPACES W m K STD STANDARD UNO UNLESS NOTED OTHERWISE II"TI`-y1}11--IT'—III U rltlsr erew� a Pierecc ITIII� 1 \y`I OB-0]•23 �rmmMxAxorti S-1 n� T•B" INSIDE FACE OF WALL BELOW ------------ 10 ----'___________ OUTFALL STRUCTURE PLAN S"2 SCALE: 3/4"•1•-0" TOP • .\h 739.11 I 111 V. 3'•0" 1'•S" 1W r~ INSIDE FACE /wry OF WALL ELEV • , h 2'•0" 2'•0" 2'A' SIL h ]32.28 i FM TOP $ 739.11 10" 1'•T T-0" INSIDE FACE ry OF WALL —ELEV • ]35.25 0 h ]3223 Y BACKFILL PER NOTE 7 UNDER "EARTHWORKAND FOUNDATIONS" ON SHEET S-1, ON SITE CLAY NOT PERMITTED OOUTFALL STRUCTURE ELEVATION S2 SCALE: 3/4"•1'-0" STD All 90" HOOK, TYP STD AC190° HOOK 2'-0" #4 AT ITOC, EW, ryp TOP AND BOTTOM 2'1" T,p #4AT12"OC,EW, TOPAND BOTTOM t} TOP• �L TOP• Y 739.11 I 1 S #4 AT 12"OC, EW, • ilt/ EF, TYP #4 AT 12"OC, EF— O •I 10" • •�#4 AT 12°OC, EW, EF ELEV °. 35,25 • 2 EXTRA#4, 1 EF, TYP • --#4 AT 12'OC, EF • #4 AT ITOC,EW, EF. TYP #4 AT 12"OC, EW, —BELF-ADHERINGWATERSTOP SUCH AS SIKASWELL S-2, TYP " F •• #4AT 12"OC,EW, TOP AND BOTTOM TOPAND BOTTOM I.// I � ]32.28 / � 11}IK 1 5. / TYP \,)STD AC190° HOOK, TYP SELF WATERSTOP J \— -ADHERING SUCH AS SIKASWELL S-2 STD ACI 90° HOOK OUTFALL STRUCTURE SECTION WALL SECTION S-2 SCALE: 3/4-1'•0" S-2 SCALE: 3/4"•1'•0" OUTFALL STRUCTURE ELEVATION S"2 SCALE: 3/4"•1'.0" T.A. HOOK, TYP #4 AT 12"0 C,� µ1 AT 11 OC, EW, TVP EF, YP —2 EXTRA#4, 1 EF, TYP 2'-4° Y-F 2'1" 10HORIZONTAL SECTION 2S"2 SCALE: 3/4"•1'•0" 10" U) O �0T< ~ w (nwo w3:H U' Yoi= 0o �WOZ 0 C—) w W 0 r- 0V w w Z_ 0 yH Z �o w z Uwo o a L Z �m Wei ^ K U t1 ......... .....:.'I�% xsaeiierec.. J 7�1119-F .:c u5f�' 11 nor'In E ��� OS�]x2u�,x S-2 TABLE OF DIMENSIONS AND REINFORCING STEEL TA81E OF WINGWALL (W)ngs Ior one nructure entll REINFORCING (2-wings) Dimensions variable Rein/prcl^p Ouan[Q 3O I Bar size N spa Imam Y Bars dl ears 01 l^9 lengM D #5 a 1'O Wl all (2-wl.ys) E #d - 1'-0• Nht W X Z _ Spa R— F wd !'-0• eICo !lD/FU ICY/FN 2-0• 2- 1' O 9' _ 1,,, 1•-0" 33.13 0.296 M #I d 3-e 2-P 3s-0-m• 23--PT '11-r9' -03]W 0261 -03]]9 0213 of 10391 .2e5 d'c 1N9T]5 033TVPRABLE ###O5IdF ESTIMATED MAT11ED:s 343 CUVERTTOEWALao •' 58 3-T 1 1'-6' 1- • #d 1'-0' #9 1'-P 95.15 0355 OUANT)TIES s-v 3-r rs r-m #9 1 r-a #9 r-v 91.92 1 0.36] I eM sl:e x spa ]'-P 31'-1 #9 1'-0' 1'-0' 177 0.914 el I-r 2-0' -- k5 1'-0' ]'� 6019 I _ 0 wd s, #-4 2-3 P 1 1 14b" 6• ai 09 1033s ReIN (L6/FU 305 1-1 - 6" arc (CY/FN OA3y b Is3-3' �9' 1�• S YS1 118 BD OJI56 IP-e -r 3.6• 3-0' 1' a b• #5 1 216.79 0.959 )S-e ]'-e' #P 3-0' 1�1• #9 6' Y6 b• A306 1.06e Is-0' 4-r 9'f 3-0' 1'-3' #9 G Y6 b• 29].02 1.330 L1fxarc#r,ffi13F1 `F EJ P—) NJ INSIDE ELEVATION [,Down die nlor<ing nMC bract Ior darn, I 0 conFlsolnit '�RO h n �v WING DIMENSION FORMULAS: (NI 11-o are m I.MJ ff bww=(- Ta.1aY)(sU Uw F ae I-)(s) ♦ 1- 1) (u) rts. pre<asr <ulve U. = (NI (AI * sl * is (H - 1) (0.51 Total Wlnpwall Area (rwo -as - SF) - I— F 0.333) (Lw) see car ne DNails.� uw _.......__-- -------------- eof r, so, zaetl on sr, lope along �i tbls line. Too, of s j � �,•'. slope PLAN L (showing dimensions.) o v �ITIs #Rllm pr G E 1 12J WINGWALL FOOTING AND TOEWALL CORNER DETAILS culvert bottom slab rein/arcing R N 0 Calvert tpewal I e SECTION B-B(D �[F BARS R P-V BARS D 5p�o ,'age 3 BARS A BARS V BARS L BARS JI O1 Extend Bars P 3-0" min;mum into Darla. slab or Dox culvert. OMve 511Mo minimumlbeDveen.Darsl#r clear �WaMlc�es sM1own arezrruclure Damtl on an aT rage wing height for two wig lone elwl. o derermine total puaMltles for rwo wlrgs, multiply the tebuleted values by Ls. QRe[ommended values of side slope are. .1, .1. 9:1, mM &I. (�)wben shown elsewhere on the pleas, construct 5• dou —crate rlprap. Payment for riprap Is as r )tea by hem 032. •NlpraP. unless othemise e plans or 111— or Me Engineer, F, vide a B' wide by — deep reinforced oag all edges of the rlprap adfeancde^ to natural grouts; rMnforce the toewall by e ¢ rvpl<al riprap reinforcing I— the roewa 1, one ..tentronstrucn^n joints pr proovM Jmms ed in Me Otrecfion or flow across the /all W;=— ^f me riprap X,Merril, o1 appronmalely 20. rlprap Is provided, the culvert roewall sMwnsrnc sE—w B-B will nM be roau—, © N Meaedminpwuii to-n. A`dtipi 1— ;beg nded QP Nln to — Max. Esusso. curb M1elghts are shown elsewhere In the plans. for structures with pedesMan Loss rs (ECD)rlor stlan d sheet. For srru fur SxlendM Curb DNoils to rTbal . Iss— a.11s (T6 —)� Mounting staMard sheet. Refer to the Bo+ Culvert Na;l Moos ob raill.Q standard sheet for structures with bridge other than T631 or 1631LS. QFor wood. safety, the following requl—ots — be bleb For srru `tares without blitlpe roil, con 1- curbs no I,r.han 3 above Ilnlshed pride. For structures with brMne rail, —rucr curbs flush with Iln(sbed pride. Reduce curb helphls, if re[essarr, ro meet the ahme requlremenls. sol—ce .11 fbe matleoosaloo pue^Utles eM do addflb——bbobello^ MATERIAL NOTES: F,10de Class C comrete IF,-3,600 IN). 1.— Grade se rein/orc)ng steel. Provide 9alv.olzso relNorciog steel if repaired el 'n 1. Plans. in rip so Concrete, srnmm< nbers listed on tbl 'Fibers Ior Concrstl Material Producer Ust (MPL) may be used In Ilea of sleet relnr o, unless nc orherwlse. GENERAL NOTES: see box Culvert suPPlmMnt(BCs) standard shin for additional dl.enslons and Intonation. The puantlties Ior comrNe and relnyorc;np ,tee resulting /tom the formulas given an Isis sheer a, ib+Y D/paMxrnt of RanaPortatlon sWMsltl CONCRETE WINGWALLS WITH STRAIGHT WINGS FOR Oa SKEW BOX CULVERTS SW-O J t^u 1. I - lit. IrI I 15 • Know what's below. Cell before you dig. Eflleel �gom .>-j -� 0 U) J Z> J LU W W W p Z Nx O LL U) QO�` C) QQ�r U) W 2 0,0 Q LU F..0 OU U SHEET NUMBER C-61 nll rROODPLAIN EASEMENT I11 I 100-tti FULLY DEVELOPED ROODPLAIN165 ATTB:T EASEMENT _ OS-4 •1 0.19 ac �' 1 1 1I 1 I \�GI j A-6II 1All 4.3y 1 DRAINAGE DESIGN CRITERIA 0-RCw N..IC FEET FE8sECONO IC1.1 c-acxaFr coEFxaEx,-o,,:"r is°UNII xL i-IN,ENRI,r iMaorcoNOENIw,Tlox-,cI Tc OF vsrnwOres jpa AU �i ss4lxma N WE 9 oansxi 8 OR DRAINAGE GENERAL NOTES Ano n0T n oauN -IT III mNLsssamEarvis LEGEND p P- Is)aRMOTwxINFA-L 'y-INS.No. DRAINAGE AREA TABLE D22034B23T wtAINAGE AREA FREQUENCY RUNOFF RAINFALL TIME OF TOTAL FLOW AREA COEFFICIENT INTENSITY CONCENTRATION FLOW DESTINATION (�) FACTOR 01001Ch) NO "C" 'I'10000810 (mlllules) 1 A-0 OB] t00 0]I 924 10.0 8.2 GRATE INLET 111 h1 ,02 ,00 OTi 924 10.0 ].3 DROP INLET A I I12 017 0P 9244 ,0.0 1.2 CURB INLET 12 1W 10.0 CURBINLET- A-0 092 1w OP 924 1.0 65 GRATE INLET Al IC' ACCESS :OAD EASEMENT """'S' a2d5.) GRATE INLET A-5 1 I A6 061 ,00 0)1 92d t0.0 43 GRATE INLET 18 1 1L A-1 OB] ,W OP 92A 10.0 4.8 GRATE INLET A-) III 1 IS 018 11 0T 91 10.0 31 GRATE INLET 1: 11 1 h9 Oed 100 OP 92d 10.0 4.5 GRATE INLET \ A-10 046 1w 0I 924 10.0 33 GRATE INLET A-10 \L\I I - 050 100 01 92d I" 3.8 GRATE INLET It \ 1 A-12 I" 100 0]I 924 10.0 35 1 TEINLETAI2 11II 5' U.E. B-0 083 ,00 OTi 92d 10.0 5.9 GRATE INLET B-0 I B1 UC3 I oI 4 1" 81 GRATE INLET&1 92A10.0 3.0 GRATE INLET&2 /1 &3 056 1W o1 92d 10.0 4.0 7RATEINLETS-3 1 II 64 051 100 an 924 10.0 3.8 GRATEINLET- 1O66 1W 0)i 924 10.0 4) GRATEINLETS-5 OS] iW 0-1 924 10.0 4.0 GRATE INLET 66 1 &OS 061 100 C I B 1. DROP INLET B-0S 1 1 GO O60 W O 92d 46 GRA EINLET C-0 G1 09) 100 OT B24 t0.0 6.9 GRATE INLET C-t '� 1I111 G2 ow 1w o1 92d 10.0 4.3 GRATE INLET C-2 G3 054 I. 01 924 10.0 3.8 GRATE INLET C-3 111;, III 11 Gd U62 1A 31 9. 10.0 4.4 GRATE INLET C-4 111 II\11111Y11L1q III 10 01 11 11 111-51 GRATE INLET 11 `4)\II\ 11 0 100 OP 924 10.0 3.8 GRATE INLET D-1 I11'111 1\I I\L 01 , 10 n 92d 10.0 30 GRATE INLET D-2 11 , \I Ij1 III E-0 070 iW O]) 92A 10.0 5.0 GRATE INLET E-0 11 (111 IIL E-1 o4 I. 01 924 10.0 30 GRATE INLET E-, L 11I I11 0 11 Ij E-2 048 100 01 924 10.0 3.3 GRATE INLET E-2 i I\II Ilj FO 042 11 01 924 10.0 30 GRATE INLET F-0 III\;I�Ii11 PA 057 100 OP 92d 10.0 4.1 GRATE INLET F-1 I1�1 I 12 043 100 on B24 10.0 3.1 GRATE INLET F-2 f11n MI 13 045 1W O)) 92d 10.0 3.2 GRATE INLET FJ 1 I0)3 ,0In 24 0 GREINLET- I1 GF--05 0 11 PION s W 924 9000 39 cRry0410C 30 GR14 Poi G-0 OROP IN TLE BG' �s Ds2 0o Dn a24 e6 D5 . MPHILL(` ��" m I VNanT OS-3 008 ,00 O- a24 100 04 SOUTHWE6T DRIVE RATER 014 019 100 01 B24 100 13 OFFSITE$WALE (IPRC22-0054) POND 2]8 100 O80 B24 100 231 PONDOUTFPLL C!d C LUSx Yry Ff�4`H. F ry � �trzYmx� a Q I Q W LY Q L.LI (D Q Z Q LJ Lu N 0 O F QX Q Q 3 � Lu oQ'o Q Lu K Lu a OU SHEET NUMBER C-48 1=11=111� � � �lll=Ill Illla -- r =111=III=III=III II11=11 I I II+I�� O II�IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII `II I1= "�"""'"°` —IIII IIII I� —I I- ��III 111111T_I. �I — - m—II-7i��l II II _-II 11-�111=1 l— .l=.I.=11 — m W w. - - o' g - -B/Rwi 1.5w Vs ss oor .oa,. see. I roa°. 13eeaD ob oflu sba°ar I .o«o RW1/2 MASONRY WALL AT DRAINAGE AREAS RW2/2 MASONRY WALL W/ RCP STUBOUT RW2/3 RCP PIPE STUBOUT ELEVATLV, 0LLU r^ w C)O ,~ C) 3� Q Q zF w z CC x w G O (D 3z 3 Q W °p LLJ 2,0 O U Q'. RETAINING WALL DETAILS AND NOTES , ZNo U2�R 131. RW2 TMEEROSION CONTROL SCHEDULE AND PHASING I ^16 5' ATT&T EASEMENT 1 GA I 1 II TCRC OPPORTUNITY %V LLV INST, NO. 022034E237 1\ I (P.R.T.C.T.) 1 11 \ 1 \ 30' ACCESS ROAD EASEMENT \\\1 I \ \1 I\ \ 1\ I\1 1 I\I 1 I i\ Ia1 SITE DATA SITE MAP GENERAL NOTES I� Ihl I11 �\30GAS EASEMENT, _ Se, 1 I z °�1Pz��a1 u10 xs"sopVl1 oAl6 ice E'— .1 XP�iOKo l r ti, � �x wxM«K Ew�o w,xx„,1`°nEE2. It _,. ,wow wµFo F.Fx .�w� `\ r,EASEMENT I 15' & RIGGHTHTOOFF A\/1 II 11 eE 1 art srauz.nox s aTr 1 �� _ _ 1 I I uw nc uinxK(sl.wivuo vrt v.nxo. sr 1 Ali ;5.1 I�,�'. '0IN- 1n CO �ws mw i�o nE J I'I � a s.xmm sEwx Eiiuexi rs omcao of n..w m�sre � 1 i. x° oxomurnw w.awn www —.x E-1 — / l —w°VEGETATIVE STABILIZATION REQUIREMENTS n nswT.n ._,. .TMEOxnE nR =,NTH m' it wn�o sF °n - �onE ee2ueara EwE�N.m. x w�.. AD W TATF�wEWaa. °wnA kµ %.w . War. ugn o ne: '!�T�' N WE 'S EROSION CONTROL LEGEND COX � Cx � uazx SF � s � vi rzxa CE =UIC[ ni oI �wxaEa�ou, Q`�, c°xamc w wi BMP MAINTENANCE SCHEDULE ,owEx.wr :xa,Ea.: lxE �xiEr/m.rt wlzz/nT m�zT: — i .—%� .K aka STANDARD EROSION CONTROL GENERALNOTES AT Lu > LLI > n �0 LU2o'o C7Yo'z Q LLI LLI U F OV SHEET NUMBER C-74 (sTiTurtrva�iw[Rsxoax\ xx E x R TocEuwv �Xy��"�a pa,m esvxo\w uemaos MCI I � �a��xx[ui[ axart Tu s[uuExr z. �k�����p� pRpx ppx,xp, x.,axp UPSTREAM ANCHORINGcePce secnoR n-n TYPICAL JOINT OVERLAP CX EROSION CONTROL MATTING (CURLER) R TS. ! I-R ae. �.-�n w.; Mesx oPmwo 4 4m "IT s. as u'Pao.EO Eww To M SF SEDIMENTATION/SILT FENCE WITH WIRE SUPPORT FoR- _ T WORTH CITY OF FORT WORTH TEAS "X4" WIRE WEIR CURB INLET PROTECTION IP CURB INLET PROTECTION REVISED: 05-22-2015 01 57 13-D430 Slaple Pattern Guitle ff= x oO WESTERN PrgM:g[antlar. Slope/Rainfw�e all layout-RECP aa MOMwgg lo !(GREEN�FEppy�lrz. om C7NBIIEAl1 SRown:IsomeUk View MSlope, FiRenef PWcemen[,Tre�ingaM Overlap, Some Fasteners and Vegeta[Ion ��,��,��,. ggffi��l Clmittetl for W nN. Nrs w�«..ree�eemm� ( TURF MATTING T.S. W W O Q Q 3 wLU Z°0 C�`l40 Q LU �W�� OU SKEET NUMBER C-75 EXHIBIT B (9 of 11) TEMPORARY r Accelerated s .r. photodegradable, polypropylene top 45 days 4:1- 3:1 1.55 psf / 5.0 fps net, 100 % straw fiber matrix DS75 Accelerated photodegradable, polypropylene 60 days 3:1 - 2:1 1.75 psf / 6.0 fps top & bottom net, 100% straw fiber DS150 matrix Photodegradable, Ok polypropylene top 12 months 4:1 - 3:1 1.55 psf / 5.0 fps net, 100 %straw fiber matrix 575 Photodegradable, polypropylene _ top & bottom net, 12 months 3:1- 2:1 1.75 psf / 6.0 fps 100 % straw fiber matrix 5150 UV -stable polypropylene top net, 70% straw/30 % coconut 24 months 2:1 -1:1 2.0 psf / 8.0 fps IF fiber matrix, photodegradable polypropylene SC150 bottom net UV stable polypropylene top 2.25 psf / 10.0 & bottom nets, 36 months 1:1 and Greater fps 100 % coconut fiber matrix C125 BIONET Leno woven biodegradable jute top net, 12 months 4:1-3:1 1.6 psf/S.0 fps op 100%strawfiber S75BN matrix Woven biodegradable jute top and 12 months 3:1-2:1 1.85 psf/6.0 fps bottom net,100% straw fiber matrix S150BN Woven biodegradable jute top and bottom net, 18 months 21 -11 2.10 psf / 8.0 fps 70%straw/30% s=` coconut fiber matrix SC150BN TEMPORARY r Woven biodegradable Ok jute top and 36 mo. 1:1 and Greater 2.35 psf / 10.0 bottom net, 100 % fps coconut fiber C125BN matrix 700 g woven biodegradable coir top net, 100% 2.35psf /10.0 coconut fiber 36 mo. 1:1 and Greater fps matrix, woven biodegrdable jute C700BN bottom net PERMANENT ERONET UV -stable Unvegetated polypropylene 3.0 psf/9.0 fps (PP)top and Permanent 1:1 bottom net, 100 % Vegetated PP fiber matrix 10 psf / 16.0 fps VMAX UV -stable PP top Unvegetated &bottom nets, UV -stable PP 2.3 psf/8.5 fps crimped center Permanent 11 and Greater net, 100 % straw Vegetated 8 psf / 18 5200 fiber matrix . -1-A- ->� -K -K ->- ^ -K -), ->- top & bottom nets, UV -stable Unvegetated PP crimped 3.0 psf/9.5 fps center net, 70 % Permanent 1:1 and Greater straw/30% Vegetated coconut fiber 10 psf / 15.0 fps SC2SO matrix UV -stable PP top & bottom Unvegetated nets, UV -stable 3.2 psf/10.5fps PP crimped Permanent 1:1 and Greater center net, 100 % Vegetated coconut fiber 12 psf / 20 fps C350 matrix UV -stable PP top Unvegetated & bottom nets, 4.0 psf/12.5 fps UV -stable PP Permanent 1:1 and Greater crimped center Vegetated ok net,100% PP fiber matrix 14 psf / 25 fps) P550 Vegetated 100%UV-stable PP monofilament TMax: 15 psf / yarns, woven into Permanent 1:1 and Greater 2S fps a 3-D structure TMax-3k: 12 psf / TMAX/ 20 fps 3 TMAX3k EXHIBIT B (10 of 11) 17 WESTERN vMax® S200 TM GREEN Permanent •Triple Net •Organic Fiber Matrix • Turf Reinforcement Mat DESCRIPTION S200Turf Reinforcement Mat (TRM) is composed of 100%straw fibers mechanically (stitch) bound between a three-dimensional UV stabilized, synthetic net structure. Stitching is secured on two- inch centers using UV stabilized, synthetic thread. S200 is a permanent, three-dimensional TRM that provides immediate erosion protection and long-term turf reinforcement and is intended for applications requiring erosion protection for greater than thirty-six months. Each roll of S200 is made in the USA and manufactured under Western Green's Quality Assurance Program to ensure a continuous distribution of fibers and consistent thickness. Matrix Straw Top Net: Medium -weight, UV stable Netting Middle Net: Corrugated Heavyweight, UV stable Bottom Net: Medium -weight, UV stable Thread Synthetic, UV Stable Width 8ft (2.4m) Length 90 ft (27.4 m) Weight ± 10% 64 lb (29.0 kg) Area 80 sy (66.9 m') Material available in custom roll sizes Classification FHWA: Type 5.0 / ECTC: Type 5.0 TTI Approvals Class 2 Type H NTPEP Number ECP-2022-01-010 Disclaimer: The information contained herein may represent product index data, performance ratings, bench scale testing or other material utility quantifications. Each representation may have unique utility and limitations. Every effort has been made to ensure accuracy, however, no warranty is claimed and no liability shall be assumed by Western Green or its affiliates regarding the completeness, accuracy or fit- ness of these values for any particular application or interpretation. While testing methods are provided for reference, values shown may be derived from interpolation or adjustment to be representative of intended use. For further information, please feel free to contact Western Green. ©2023, North American Green is a registered trademark from Western Green. Certain products and/ or applications described or illustrated herein are protected under one or more U.S. patents. Other U.S. patents are pending, and certain foreign patents and patent applications may also exist. Trademark rights also apply as indicated herein. Final determination of the suitability of any information or material for the use contemplated, and its manner of use, is the sole responsibility of the user. Printed in the Thickness Mass/Unit Area Tensile Strength — MD Tensile Strength — TD Elongation - MD Elongation — TD UV Stability Light Penetration Biomass Improvement Specific Gravity Porosity ASTM D6525 ASTM D6566 ASTM D6818 ASTM D6818 ASTM D6818 ASTM D6818 ASTM D4355 ASTM D6567 ASTM D7322 ASTM D792 ECTC Property Unvegetated RUSLE C Factor' 0.05 Slope Maximum Gradient' 0.5H:1V Permissible Shear Stress' 2.3 psf (110 Pa) Permissible Velocity' 8.5 fps (2.6 m/s) T r/TTeM(HEC-15) N/A 0.50 in. (13 mm) 12.0 oz/sy (400 g/sm) 450 Ibs/ft (6.6 kN/m) 450 Ibs/ft (6.6 kN/m) 30% 20% 80% @ 1000 h r 15% 300% 57.4 Ib/ft3 (0.92 g/cm') N/A Vegetated N/A 0.5H:1V 10.0 psf (480 Pa) 15 fps (4.6 m/s) 0.67 Tlower T.,d Tupper 0.038 0.030 0.026 1 Maximum Gradient a recomendation for typical installations. 2 Hydraulic thresholds compliant with ASTM D6459/D6460 but generalized for typical applications. 3 Vegetated values dependent on established stand of vegetation NORTHr Rev.4.2023 Scan for additional and updated product information, AMERICAN or click here. GREEN' ram_VF c'iM1�oa•� oiNl�onniis7ulni DF�D�aasPD aP�aTDDxT �P4,f,, �" nv .Fucwc snPearD DSTnn. cawIT es�o F STAEETI w T 7 mmmm #cs ;""."� a„Ta*wr.,r� P, ar,�,�Pu,.s TVP • . ... b � SSNx ! I PLANT LEGEND i I — ,a uva euns 71 rf - SYMBOL KEY COMMON NAME ENTIFIC NAME SI'LE SPACING SCIQx,��ts�,aRw,.mn <� I� �� .�u u ucPv ov. QueaccsDACDn , c,v,Pen nssxoWN SrDxNPnsPnfFNT_ ' O �e —AR.. �s a sHo,.n , ea ­w1,WN I a� aA,n�,Pa�s= TnxDD,Dn,D�Tf�xDn, 3G,fa�a AssxDWN /I � v rau5rf. Ta,,t� v,Ti,x Anr,US-r�,5Tu5 2 Gv,vF.a As.wOWn / DW Dcsf,nrunu.oW cwtDrvs wusass z cni.n Pa AssxoWn 'I 1 rx ,nxPDNxDLLv ,�,.x�D,„,TD�xA ,�,,,J,aa .�S.wDWN 1� J' CISSGN.4DFNSIS VAIt Tfxns axDauD z^cnu mxPN vPa As.sxoWN , o s-r. D. a vecox. -r own c oN ax aD tAPonous nvta u Dr Io THussncc ,eUcovHnJ.untFxurPacHNs vcnrJON ,a oc rn,.v —I'm 300C O m , RovPruaUNo I I c tafu�xraase�ua, DFP,�fNnf,s 3�u,gN 36 0� uvacxr _ �LPL3ANSWAI PPA nv,ryr � DW CRn55 DWAN IWAu1­1S UNi,N5f5wAGf0' iG.1u.ON 36"OG a P,NtiewD,nNxAW,xoan xxArx,o32P,>mD1tnew­ ,cuJDN o - - o aPDYDun xfs,fw,,.f,fr,,a�x,„aA 3— ,6D� DW WAX KRH A SPP 4VJON °° s XUSx GKP.FN.NOUM1TAw 1—I— 36 OL _�1- 9�- T ' 6HOxe]crv,eRR ,ePUNFRUe cONPPR'1'n BI.UP 3cauoN 36 oR ACU FR ] ! cuaPamia4canss �cn,,.DN uoc __ =- � � na.x,rnNiuTxca caAss NAssf.�u Tu.Ufsswn �cnLLOn to o.c ufuOPf..M—A. I"I". II.— nNNunf.coi.oa To BF, SM—TeD aYo R a eo, e oc --=,H _ _ DHon'oaHDcan�T,P NIA SQO,°TP covEnnor: �c i3 - -� � iuDWn4 nnx,nvwmucrJ, Ni„ "iFF`�r xmwN,,,.cx _ _ - con,•foN xP.a,H.nn cans cv<.000N oncfvf.Fx. �PE�,F sof,n svo foveceocmceoa smn . un' nh o� �F xw — env sc�'Mnez��4sinu cea-rea„4ND �anNfnna EXHIBIT C 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. 11/19/2020 JLE EXHIBIT C Exhibit "C" Retaining Wall Maintenance Instructions Retaining Wall Maintenance shall include the following: • on an annual basis the weep pipes should be checked to make sure they are not blocked by sediment. • The wall cap and footing should be visually inspected to make sure the alignment is straight • The face of the wall should be checked for any areas that may be bulging. As long as this criteria is met, the wall is functioning as it should be. FORT WORTH INSPECTION CHECKLIST FOR SIMPLE DETENTION BASIN Facility Name: Basin/Pond Number: Inspected By: Facility Agreement Number: Date: Type of Inspection: Annual , Quarterly , Monthly , Routine , or Storm Event , (# days since event Basin Conditions: 1. Is there standing water or wet spots? 2. Does sides or bottom show signs of erosion, settling, cracking, etc? 3. Does dam or emergency spillway show signs of erosion, settling, cracking, or other problems? 4. Is there evidence of animal burrowing in dam? 5. Is there evidence of changes in shape or volume of basin? 6. Do vegetated areas need mowing? 7. Are there trees or woody growth in dam? 8. Are there areas that need to be re -vegetated? 9. Is there any accumulation of silt, trash, debris or litter in the basin? 10. Are there any other basin maintenance activities needed? Structural Components: 1. Are pipes, channels, trash racks, etc. free of obstructions? 2. Are pipes, spillway or trash racks in need of repair? 3. Is the low flow or trickle channel in need of repair? 4. Is the outfall channel in need of repair? 5. Are there any other structural maintenance activities needed? Plan for correcting deficiencies: Yes_ No Comments Yes_ No Comments Yes_ No _ Comments Yes_ No Comments Yes_ No _ Comments Yes_ No _ Comments Yes_ No Comments Yes_ No Comments Yes_ No Comments Yes_ No Comments Yes_ No _ Comments Yes_ No _ Comments Yes_ No Comments Yes_ No Comments Yes_ No _ Comments Signature: Date: o, art : ;'nr _ii �� Stormwater Management Owner's Representative Form CFW-6 CFW- SEPTEMBER 2015 Appendix A A-17 Exhibit "D" Stormwater Structural 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 DATE REPAIRS REPAIRS NOTES REQUIRED MADE STORMWATER FACILITY MAINTENANCE AGREEMENT 9 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 10 Rev. 03/01/2022 BN