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HomeMy WebLinkAbout064489 - Construction-Related - Contract - Rivers Edge Neighborhood Shops by Slate, LLCDate Received: 12/19/2025 Permit No.: SWFMA-25-0041 Time Received: 1:14 p.m. City Secretary No.: 64489 STORMWATER FACILITY MAINTENANCE AGREEMENT THIS AGREEMENT, made and entered into this 19th day of December 7 2025, by and between Rivers Edge Neighborhood Shops by Slate, LLC, acting by and through Karim Ramji, its duly authorized President, hereinafter referred to as "Landowner", and the City of Fort Worth, hereinafter referred to as "City". WITNESSETH WHEREAS, the Landowner is the owner of certain real property described as a 0.6587 acre tract of land situated in the Guadalupe Cardinas Survey, Abstract No. 214, City of Fort Worth, Denton County, Texas according to the deed recorded in Document No. 2022-129117, Official Public Recorded Records, Denton 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 Rivers Edge Neighborhood Shops by Slate, 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 STORMWATER FACILITY MAINTENANCE AGREEMENT OFFICIAL RECORD Rev. 03/01/2022 BN CITY SECRETARY FT. WORTH, TX Landowner, its successors and assigns, the location and dimensions of which is shown and 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 ensure 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 STORMWATER FACILITY MAINTENANCE AGREEMENT 2 Rev. 03/01/2022 BN 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, fail 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 STORMWATER FACILITY MAINTENANCE AGREEMENT 3 Rev. 03/01/2022 BN 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 FACILITY 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 the Facility is located as outlined on Exhibit "A" 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 is 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 Denton 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 19th day of December Cal Y�•Z�]_O1��1:711[�.�L�] 71 YI Jesica McEachern Assistant City Manager City of Fort Worth Date: 12/19/2025 Approved as to Form and Legality: R. ECGV1n Aili -s' l/ M. Kevin Anders, II (Dec 19, 2025 09:39:13 CST) By: M. Kevin Anders, II City Assistant Attorney City Attorney's Office Date: 12/19/2025 4 nova e� FORr�aa� ATTEST: pro °°9.;g o-� o C��-lc�R, baauoo Jannette S. Goodall City Secretary Date: 12/19/2025 2025. LANDOWNER Rivers Edge Neighborhood Shops by Slate, LLC a Texas limited liability company By: Slate Land & Development Co., LLC a Texas limited liability company its Managing Member By: Karim Ramji Its: President Date: &-CfrAA640 17, 2-0 Zr 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 re uu•e ts. Kandice Merrick Planning Manager Date: 12/19/2025 161MIIs] 0111 =10101:7a] 141111W&C-1X01V =11filM FT. WORTH, TX STORMWATER FACILITY MAINTENANCE AGREEMENT 5 Rev. 03/01/2022 BN STATE OF TEXAS § COUNTY OF TARRANT § This instrument was acknowledged before me on December 19th, 2025 by Jesica McEarchern, Assistant City Manager of the City of Fort Worth, on behalf of the City of Fort Worth. K Notary Public, State of Texas {RY PV6 KATHLEEN BRA FORD 6 i q Notary Public if[( s r STATE OF TEXAS y Notary I,D.12197197 "FaF My Comm. Exp, Apr. 12, 2027 LANDOWNER SHAHZAD N LADIWALA OIL STATE OF I Notary Public, State of Texas § sT Comm. Expires 10-29-2029 %,!;,`;•` COUNTY OF Notary ID 135538259 n c.��aS � _ BEFORE ME, the undersigned authority, a Notary Publicinand for the State of "TPxCkS , on this day personally appeared KA1^iwA I�Vmji mp (na e), 1 f-t S %- ktV4 (title), known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he/she executed the same for the purposes and consideration therein expressed, as the act and deed of 1�ivzrs [�t A1-1I' (W6Oj S�6y S1,"k Lt� (entity), a Ter, bvw4+ (entity type) and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this I1 }� day of � f VvAbtr , 20 -1y Te xj.,) Notary 4b c, State of STORMWATER FACILITY MAINTENANCE AGREEMENT 6Rev. 03/01/2022 BN EXHIBIT "A" LEGAL DESCRIPTION STORMWATER FACILITY MAINTENANCE AGREEMENT Rev. 03/01/2022 BN EXHIBIT "A" STORM WATER FACILITY MAINTENANCE AGREEMENT GUADALUPE CARDINAS SURVEY, ABSTRACT NO. 214 CITY OF FORT WORTH, DENTON COUNTY, TEXAS BEING a 0.6587 acre tract of land located in the Guadalupe Cardinas Survey, Abstract No. 214, City of Fort Worth, Denton County, Texas, said 0.6587 acre tract of land being a portion of the remainder of a called 12.835 acre tract of land conveyed to RIVER'S EDGE NEIGHBORHOOD SHOPS BY SLATE, LLC, by deed thereof filed for record in Denton County Clerk's Instrument No. 2022-129117, Official Public Records, Denton County, Texas (O.P.R.D.C.T.), said 0.6587 acre tract of land being more particularly described by metes and bounds as follows: COMMENCING at a 1/2 inch iron rod with a cap stamped "COWAN" found at the most southerly southwest property corner of the remainder of said 12.835 acre tract, same being the southeast property corner of a called 1.000 acre tract of land conveyed to the Bank of the West, by deed thereof filed for record in Denton County Clerk's Instrument No. 2009-66093, O.P.R.D.C.T., said iron rod found also being on the north right-of-way line of Highway 114 Road (being a variable width public right-of-way with controlled access), from which a 5/8 inch iron rod with a cap stamped "SPOONER" found at the northeast property corner of the said 1.000 acre tract bears North 00°06'29" West, a distance of 224.80 feet; THENCE North 89°49'06" East, along the south property line of the said 12.835 acre tract and along the said north right-of-way line, a distance of 243.99 feet to the POINT OF BEGINNING of the herein described tract of land, said beginning point having a NAD83 Texas North Central Zone (4202) grid coordinate of N: 7,061,702.20 and E: 2,327,525.65; THENCE over and across the said 12.835 acre tract the following courses and distances: North 00°14'30" West, 48.17 feet; South 89°49'06" West, 68.89 feet; North 00°15'09" West, 222.67 feet; North 89°44'51" East, 67.10 feet; North 00°15'09" West, 15.92 feet; North 89°49'06" East, 22.00 feet; South 00°15'09" East, 15.89 feet; North 89°44'51" East, 34.90 feet; South 00°15'09" East, 222.82 feet; South 89°49'06" West, 40.11 feet; South 00°14'30" East, 48.17 feet to the said south property line and the said north right-of-way line; THENCE South 89°49'06" West, along the said property line and along the said right-of-way line, 15.00 feet to the POINT OF BEGINNING. The hereinabove described tract of land contains a computed area of 0.6587 acres (28,693 square feet) of land, more or less. The bearings recited hereinabove are referenced to the Texas State Plane Coordinate System, NAD83, North Central Zone 4202, 2011 Adjustment. I Eric S. Spooner, a Registered Professional Land Surveyor in the State of Texas, do hereby state that the foregoing description accurately sets out the metes and bounds description of the easement tract described herein. Eric S. Spooner, RPLS Spooner & Associates, Inc. Texas Registration No. 5922 TBPLS Firm No. 10054900 iA,,%. 05-30-25 r E OF ` 1 � AQ-G � S T &,, � GJ Q- O (P < ERIC S. SPOONER \� 5922 �FF0�I EXHIBIT "A" — RIVER'S EDGE — PAGE 1 of 2 Spooner & Associates, Inc., 309 Byers Street, Suite 100, Euless, Texas 76039 -PH. 817-685-8448 - espooner@spoonersurveyors.com - S&A 22058 C�/QHNM'Q9 SURVEY CulQQQtog fl o o Oo 204 REMAINDER OF CALLED: 12.835 ACRES RIVER'S EDGE NEIGHBORHOOD SHOPS BY SLATE, LLC D.C.C.I. NO. 2022-129117, O.P.R.D.C.T. STORM WATER FACILITY MAINTENANCE AGREEMENT 0.6587 ACRES (28,693 SQ. FT.) PROPERTY LINE 5/8" CIRF J °SPOONER" LINE TABLE NO. DIRECTION DIST. L1 N00°14'30"W 48.17' L2 S89°49'06"W 68.89' w rn I � I L3 N89°44'51"E 67.10' U) O N Q3 I?`� I L4 N00°15'09"W 15.92' o H N I L5 N89°49'06"E 22.00' O p a o L6 S00°15'09"E 15.89' WY=O C.Q I Q U Z I L7 N89°44'51"E 34.90' �m Q I L8 S89°49'06"W 40.11' L9 S00°14'30"E 48.17' L10 S89°49'06"W 15.00' N89°49'06"E - 243.99' POINT OF COMMENCING 112" CIRF "COWAN" HIGHWAY 114 ROAD (VARIABLE WIDTH PUBLIC R.O.W. WITH CONTROLLED ACCESS) STORM WATER MAINTENANCE FACILITY AGREEMENT, CITY OF FORT WORTH, DENTON CO., TEXAS THE BEARINGS SHOWN HEREON ARE REFERENCED TO THE TEXAS STATE PLANE COORDINATE SYSTEM, NAD83, NORTH CENTRAL ZONE 4202, 2011 ADJUSTMENT. PROPERTY: RIVER'S EDGE PARTNERS, LP, D.C.C.I. NO. 2006-156133 WHOLE PROPERTY ACREAGE: REM. OF CALLED 12.835 ACRES (DEED) 22058 SWF Agreement.dwg S&A JOB NO: 22058 DRAWN BY B SMITH L5— 1-3- 3 L4—\r �r—L6 L7 r_�_J L_ I I I _I QqI Ico CI N NI IN �I Iw of to 0 I� CD f to ZI I I I I I I I I L__ __ J 1-2 'I 'I L8 L1 i i L9 ��L J POINT OF �L10 BEGINNING N: 7, 061, 702.20 E: 2, 327, 525.65 (NAD83 - GRID) EXHIBIT "A" SEE ATTACHED METES & BOUNDS DESCRIPTION ON PAGE 9 HEREIN SEX. R.O.W. 0 30' 60' GRAPHIC SCALE IN FEET 1"=60' SPOONER& ARMSTERE.00I ATESS 309 BYERS STREET, SUITE 100, EULESS, TEXAS 76039 (817)685-8448 WWW.SPOONERSURVEYORS.COM TBPLS FIRM NO. 10054900 DATE: 5/29/2025 I CHECKED BY: E. SPOONER I RIVER'S EDGE PARTNERS ~ EXH "A" — PG. 2 OF 2 -wA� 05-30-25 r E OF ` S TERM F+ \\ 4 ERIC S. SPOONER \' 5922 ti, , �0�Z-� 06F� �,Oo EXHIBIT "B" DESIGN PLAN AND SPECIFICATIONS STORMWATER FACILITY MAINTENANCE AGREEMENT Rev. 03/01/2022 BN HWY 114 u uu.l PROJECT SITE LU Q W I I- AP1�ZON DR of Q 0 _' GREEK m � LOCATION MAP N.T.S. City Project Number. 105420 Mapsco Number. 642J RIVER'S EDGE OWNER/DEVELOPER: NEIGHBORHOOD SHOPS SLATE LAND AND 3 DEVELOPMENT CO. irkmlan (IPRC24-0024) 5729 LEBANON ROAD, SUITE #144589 NOT TO SCALE FRISCO, TEXAS 75034 5200STATE HIGHWAY COLLEYVILLE, TX 76034 DATE: AUGUST 2025 CPN: 105420 PHONE. (214)208-6650 Phone: 817-488-4960 LOT LOT LOT LOT LOT LOT 1 2 3 4 5 6 AMAZON (50- WIDE PUBLIC R.O.W.) BL OCK 5 RIVER'S EDGE PHASE 1 CAB. X, PG. 381, P. R.D. C. T. h LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT 7 8 9 10 11 12 13 14 16 17 18 19 20 21 LOT 5 BLOCK 1 IL II :ALLED: 1.00 z 7 ACRES Lora 1 LOT 3 LOT 2 LOT 1 G BANK OF a THE WEST x D.CC/. NO. 2009-66093, Za O.P.R.D.C.T. �— -- -- --- —� Q< ' -- --_— — — — — AL RIGHT -OF -WA YDEDICA T/ON TO THE S TA TE OF TEXA S TEXAS STATE HWY 114 -- CAB. X,PG. 381,P.R.D.C.T. ' (VARIABLE WIDTH PUBLIC R.O.W.) LOT LOT 22 23 L] LEGEND w PROPOSED WATERLINE EXISTING WATER LINE " PROPOSED FIRE HYDRANT EXHIBIT B - SITE PLAN RIVER'S EDGE OWNER/DEVELOPER: SLATE LAND AND3 0 160 NEIGHBORHOOD SHOPS DEVELOPMENT CO, irkman (IPRC24-0024) Ic 5729 LEBANON ROAD, SUITE #144589 FRISCO, TEXAS 75034 5200 STATE HIGHWAY 121 COLLEYVILLE, TX 76034 GRAPHIC SCALE DATE: AUGUST2025 CPN:105420 PHONE: (214)208-6650 Phone:817-488-4960 ............................................................................... r LOT 1 2 E LOT LOT LOT LOT LOT 3 4 5 6 7 721 � � { 720�� 717cQ .................................... I I I LOT LOT LOT LOT I I = LOT Z Q 8 9 10 11 12 a a c� LOT W Z J U BREAK a ® \ X]T2C2.71822.55. TC]18 v ].88 �(— _ �—]1188 — .]]891j C]2]1�911LJ 13� El ]20.s0 ]2008O\TXTC]22331 � 249 31 Q]171774A 19T]18]61 7196 ]19.20X 7188)1915 18.7 718,12X-1 —71831 TC]18.00—TC]1.8TC ]2045 200— co— �23TC ]22.26 TCTC 7 X0C]2u. _"9Y0. V TC ]22.1 OX L \V \1 C 3 Oo Q a (PROP. L MITS OFSWFMA �z o N C �¢ TEXAS STATE HWY 114 (VARIABLE WIDTH PUBLIC R.O.W.) LEGEND EXISTING CONTOUR --------- PROPOSED DRAINAGE FLOW ARROW 700.00X PROPOSED FINISHED GRADE GRADE BREAK NOTE: PROPOSED TOP OF CURB — — — — — PROPOSED LIMITS OF SWFMA Tc7oo.00X NO SAVED OR PROPOSED TW 700.0o PROPOSED TOP/BOTTOM OF WALL PROPERTY BOUNDARY BW 699.00 TREES ARE LOCATED WITHIN 700.00X EXISTING SPOT GRADE THE SWFMA BOUNDARY LIMITS EXHIBIT B - GRADING PLAN I RIVER'S EDGE OWNER/DEVELOPER: NEIGHBORHOOD SHOPS SLATE LAND AND 3 80 DEVELOPMENT CO, irkmka� O (IPRC24-0024) 5729 LEBANON ROAD, SUITE #144589 ' FRISCO, TEXAS 75034 5200 STATE HIGHWAY 121 COLLEYVILLE, TX 76034 GRAPHIC SCALE DATE: AUGUST2025 CPN:105420 PHONE: (214)208-6650 Phone:817-488-4960 � I Ikl I I I I Z LOT LOT LOT LOT LOT LOT a 13 14 16 17 18 19 C7 '� Z _ — p 717— oQC r 717 O ��[ W 17.85 z I 76 71z7 LOT 17.0 717.6 XM.72 5 Q — 717.39 173 C]17. T 717. 1 TC 717.2 T 7176.57 ]- LT 2 CI 71]5 1`�6 _ -TC 1z ] 24 il ® .24 7 8.9 _m�C 1 � 17.657 In.12 6 716 6 0717. BLOCK1---=---� -—>4C_71T 17.87 .63—716.39�� � I 8 LOT rl 2 � I � fsl i I I - RI LOT LOT LOT LOT 20 21 22 23 � 0 1,TC 712.55 X 129 '3 6 -- � 3 � o P4 an, - 11 TEXAS STATE HWY 114 (VARIABLE WIDTH PUBLIC A.O.W.) - — LEGEND — EXISTING CONTOUR —►— PROPOSED DRAINAGE FLOW ARROW �/ 7oomX PROPOSED FINISHED GRADE ---------------- GRADE BREAK TC 700.00X PROPOSED TOP OF CURB — — PROPOSED LIMITS OF SWFMA NOTE: .00 X PROPOSED TOP/BOTTOM OF WALL BW 699.00 • Bw sss PROPERTY BOUNDARY NO SAVED OR PROPOSED 7oo.00X EXISTING SPOT GRADE TREES ARE LOCATED WITHIN 'EXHIBIT B - GRADING PLAN II THE SWFMA BOUNDARY LIMITS RIVER'S EDGE OWNER/DEVELOPER: d) NEIGHBORHOOD SHOPS SLATE LAND AND DEVELOPMENT CO. 80 (IPRC24-0024) 5729 LEBANON ROAD, SUITE #144589 kiGkman 1 FRISCO, TEXAS 75034 GRAPH!� DATE: AUGUST 2025 CPN: 105420 I V ..S�iA�—F . 5200 STATE HIGHWAY 121 PHONE: (214)208-6650 COLLEYVILLE, TX 76034 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Phone: 817-488-4960 . 3HIJ �r 3NV,32ilj _ /3NV,32J13 \ . _ 3NV,32ild I Water Surface Elv. Discharge [[T] — - �� Storm Event Elevation CFS A _ _ _ _ _ I�� � � 1-Year 710.1 52.8 �- 5-Year 710.5 82.4 100-Year 711.4 _ 153.4 PROP. 12' MAINTENANCE RAMP MAXIMUM 7:1 SLOPE B\/ _ �g a Y of of 708 87� I LL — I � T W LOT I � PROP.45° CONCRETE HEADWALL 3 I lJ IFL 42" = 708.50 o CJ to �I708.35 � LL o I PROP. LIMITS O II OF SWFMA PROP. 6' CONC. PILOT CHANNEL n 10.5% SLOPE 708.13IIX / I Ni W W of Z W PROP.OUTFALL 32k O° CONCRETE HEADWALL �l I FL 48" = 707.64 PROP. 45° CONCRETE HEADWALL \\ ' i 7.0T�j / / II ' FL 24" = 708.00 T G=71A EMERGENCY I III r' I PRt(,URB . RIP RSPILLWAY 4 CUTMX SLOPE I r \_ C OF 4:1 —I \ FIRELANE . A �� 0 Sloped Pond Sege Storage BevationDepth Area Avg Area no Vol. Total Vol. Total Vol Ft -1 Ft 5. F. 8 F C F. C F Ac, R —_ 707 50 0.00 00 - - 000 - -If 708.OD 0.50 1,304.0 6520 3260 326.0 001 1240 70.00 2.50 13.5260 20110 1,11141 1,110 047 00 350 15,5860 145560 145580 33,1210 082 712.00 4.50 734 0 16 660 0 16 6600 49,781.0 1 22 715 - !7C LC E _X / I� C lC L 300 550 9,9840 18,8590 18,859.0 68,6400 67 714.00 6.50 23,0230 21,5035 21,503.5 90,1435 217 LEGEND ��// EXISTING CONTOUR � PROPOSED DRAINAGE FLOW ARROW 700.00X PROPOSED FINISHED GRADE GRADE BREAK TC 700.0oX PROPOSED TOP OF CURB — — — — — PROPOSED LIMITS OF SWFMA NOTE: Tw 700.00X PROPOSED TOP/BOTTOM OF WALL PROPERTY BOUNDARY NO SAVED OR PROPOSED Bw.00 700.00X EXISTING SPOT GRADE TREES ARE LOCATED WITHIN oo THE SWFMA BOUNDARY LIMITS EXHIBIT B - DETENTION POND RIVER'S EDGE OWNER/DEVELOPER: NEIGHBORHOOD SHOPS SLATE LAND AND DEVELOPMENT CO. 3 0 40 (IPRC24-0024) 5729 LEBANON ROAD, SUITE #144589 irkmkan FRISCO, TEXAS 75034 52005TATE HIGHWAY 121 GRAPHIC SCALE DATE: AUGUST 2025 CPN: 105420 PHONE: (214)208-6650 COLLEYVILLE, TX 76034 Phone:817-488-4960 720 720 SECTION A -A 715 PROP. GRADE 710 1705 1 700 0+00 EXHIBIT B - SECTION A -A PROFILE C� �, RGE aC)r criLLWAY OND = 707.50' PROP. 42" RCP @ 9.62% (PUBLIC) J 1+00 2+00 705 700 2+50 RIVER'S EDGE OWNEWDEVELOPER: SLATE LAND AND K3 PROFILE SCALE NEIGHBORHOOD SHOPS DEVELOPMENT CO, kirkman ENGINEERING HORIZ: 1" = 40 (IPRC24-UU24) 5729 LEBANON ROAD, SUITE #144589 VERT: 1" = 4 FRISCO, TEXAS 75034 5200 STATE HIGHWAY 121 PHONE: (214)208-6650 COLLEYVILLE, TX 76034 DATE: AUGUST 2025 CPN: 105420 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Phone: 817-488-4960 . . . . . . . . . . . . . . . 720 720 SECTION B-B 715 EX. 715 GRADE \ PROP. \ GRADE 100 YR PROP. _ WSL: 711.43' 710 710 i BOTTOM Of IKE PnNn = 7nR nn' 705 700 EXHIBIT B - SECTION B-B PROFILE 705 700 0+00 1+00 1+50 RIVER'S EDGE OWNER/DEVELOPER: SLATE LAND AND PROFILE SCALE NEIGHBORHOOD SHOPS DEVELOPMENT CO, kirkman ENGiN EE RING HORIZ: 1" = 40 (IPRC24-0024) 5729 LEBANON ROAD, SUITE #144589 VERT: 1" = 4 FRISCO, TEXAS 75034 5200 STATE HIGHWAY 121 PHONE: (214)208-6650 COLLEYVILLE, TX 76034 DATE: AUGUST 2025 CPN: 105420 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Phone: 817-488-4960 . . . . . . . . . . . . . . . N I G=713.0 ' I 32.0 2+00 I 7.0 • I I PROP. RIP RAP---, I 4' CURB CUT I I I ( EMERGENCYI L SPILLWAY I MAX SLOPE I I OF 4:1 "} I X UHE EX OHE HE —cry"itiE ESCTELE _EXTEL€ --- EX OHE & OHj EX TELE EX TF' OUTFLOW STRUCTURE (N.T.S.) �_„3�/ • .. .• yE•'� iry•,: yy.,. a'. 4 .1.'•Y •A•�''•f,.3: .•; ',:.x~. ..}'}�••.o Y ieo +" .. f•' •::.I• 'J •..'�•' vw -,o —1 r. =_ y •.'�i':1. "r� , y.�.' . .ri '•: •i, '.*`e.;w :+.y a .: ♦.. ..•:• r', 'I••i: ! �} ..� . ;.' .t i . '�.i••• .� •••�' f .��.rr; .. EXHIBIT B - EMERGENCY SPILLWAY/OUTFALL STRUCTURE RIVER'S EDGE OWNEWDEVELOPER: SLATE LAND AND NEIGHBORHOOD SHOPS DEVELOPMENT CO, kirkman ENGiN EE RING (IPRC24-0024) 5729 LEBANON ROAD, SUITE #144589 FRISCO, TEXAS 75034 5200 STATE HIGHWAY 121 PHONE: (214)208-6650 COLLEYVILLE, TX 76034 Phone: 817-488-4960 DATE: AUGUST 2025 CPN: 105420 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 725 725 PROFL-E-S T�A 720 T k O 720 + � � O C.L.lV tL O Q Z I 7 Q) 715 EX. 715 GRADE PROP. i _ 1 GRADE 710 710 0.62 % (PRI TE) DRAINAGE DITCH 705 FL = 707.00 INSTALL 101.3 LF STORM W/ 705 EMBEDMENT PER CITY STANDARDS 700 L� 700 !1 !1 !I !I n N 695 695 0+00 1+00 1+50 EXHIBIT B - OUTFALL PIPE PROFILE RIVER'S EDGE PROFILE SCALE NEIGHBORHOOD SHOPS HORIZ: 1" = 40 (IPRC24-0024) VERT: 1" = 4 DATE:JULY 2025 CPN:105420 OWNER/DEVELOPER: SLATE LAND AND DEVELOPMENT CO. 5729 LEBANON ROAD, SUITE #144589 FRISCO, TEXAS 75034 PHONE: (214)208-6650 kirkman 5200 STATE HIGHWAY 121 COLLEYVILLE, TX 76034 Phone:817-488-4960 Water Surface EIv. Discharge I Storm Event Elevation CFS FT A ��+ 1-Year 709.6 36.4 - -� 5-Year 710.2 58.3 PROP. 45° CONCRETE HEADWALL -t 10-Year 710.4 70 FL 42" = 708.50 100-Year 710.9 109.4 PROP. 1I2' MAINTENANICE RAMP MAXIMUM 7:1 SLOPE z. B _ B --- 708 87: < I . _FH SWFMA BOUNDARY LIMITS Q I I ®I® LOT I I I L 3 2 - 708.35 PROP. Q LIMITS I � OF SWFMA J PROP. 6' CONC. PILOT CHANNEL n 0.53% SLOPE 708.1 IX / PROP. OUTFALL ;2 ( O° CONCRETE HEADWALL �l FL 48" = 707.64 PROP. 45° CONCRETE HEADWALL \� 7.0 FL 24" = 708.00 FG- 6" CURB CUT --- ---- - -lil �aFIFRELANE Sloped Pond Stage Storage �O I I ElevationDepth Area Avg. Area Inc. Vol. Total Vol. Total Vol. Ft. -1 Ft. S. F. S. F. C. F. C. F. Ac. Ft. EMERGENCY SPILLWAY BO - - - - 707.50 0.00 0.0 - - 0.00 - - FL - 713.00 I , - i 708.00 0.50 1,648.0 824.0 412.0 412.0 0.01 709.00 1.50 12,262.0 6,955.0 6,955.0 7,367.0 0.17 \ \ I 710.00 2.50 14,213.0 13,237.5 13,237.5 20,604.5 0.47 711.00 3.50 16,265.0 15,239.0 15,239.0 35,843.5 0.82 712.00 4.50 18,417.0 17,341.0 17,341.0 53,184.5 1.22 7 I,C tX f�L� 713.00 5.50 20,670.0 19,543.5 19,543.5 72,728.0 1.67 LEGEND EXISTING CONTOUR - PROPOSED DRAINAGE FLOW ARROW 700.00X PROPOSED FINISHED GRADE GRADE BREAK TC 700.0oX PROPOSED TOP OF CURB - - - - - PROPOSED LIMITS OF SWFMA NOTE: Tw 700.00X PROPOSED TOP/BOTTOM OF WALL PROPERTY BOUNDARY NO SAVED OR PROPOSED Bw.00 EXISTING SPOT GRADE TREES ARE LOCATED WITHIN 700.00X oo THE SWFMA BOUNDARY LIMITS EXHIBIT B - OUTFLOW STRUCTURE RIVER'S EDGE OWNER/DEVELOPER: NEIGHBORHOOD SHOPS SLATE LAND AND DEVELOPMENT CO. K3 0 40 (IPRC24-0024) 5729 LEBANON ROAD, SUITE #144589 kirkman FRISCO, TEXAS 75034 5200 STATE HIGHWAY 121 GRAPHIC SCALE DATE: JULY 2025 CPN: 105420 PHONE: (214)208-6650 COLLEYVILLE, TX 76034 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Phone:817-488-4960 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................................................................................ BLOCK 5 N I LOT1 LOT2 LOT3 LOT4 LOT$ LOT6 LOT7 LOT8 LOT9 LOT10 LOT11 LOT12 �Z 721 720 ( 71� _ O Z , . F F oc a _ . _j I. PROP. INLET J - W PROTECTION1 / Z 0 PROP. LIMITS OF �- DISTURBANCE (TYP.) I LOT $ / 0:0 j PROP. INLET PROP. CONC. WASHOUT PIT PROTECTION' / 1L 4 ` ^-BLOCK 1 VlMJIJ I �f PROP. PROP. INLET CONSTRUCTION PROTECTION N ENTRANCE (50'X25') 708.8 — cl) w I LOT4708.1 i T rn PROP. SILT a x FENCE � N PROP. INLET I A � � (PROTECTION � h^ c) '- A _ _ --_ TEXAS STATE HWY 114 1 LEGEND LIMITS OF DISTURBANCE PROPOSED ROCK CHECK DAM �sF PROPOSED SILT FENCE 500 EXISTING CONTOUR PROPOSED INLET PROTECTION ► EXISTING DRAINAGE FLOW ARROW PROPERTY BOUNDARY —=-4 PROPOSED DRAINAGE FLOW ARROW — — — — — — LIMITS OF SWFMA EXHIBIT B - EROSION CONTROL PLAN I OWNER/DEVELOPER: RIVER'S EDGE SLATE LAND AND NEIGHBORHOOD SHOPS DEVELOPMENT CO. 0 80 5729 LEBANON ROAD, SUITE #144589 irkmi G y r v i (IPRC24-0024) FRISCO, TEXAS 75034 5200 STATE HIGHWAY , COLLEYVILLE, TX 76034 GRAPHIC SCALE DATE: AUGUST2025 CPN:105420 PHONE: (214)208-6650 Phone:817-488-4960 ................................................................................ LOT 15 X O _ SOT 13 LOT 14 / LOT 16 LOT 17 LOT 18 LOT 19 LOT 20 LOT 21 LOT 22 LOT 23 / _OZI a�` --- - - w ■ W Z H 0 / 1 t� PIS LIMITS OF J i Y DISTURBANCE 1 2 Z I � 1 I (TYP.)� �• F- Ou �14— \ LOTS � PROP. INLET � j P.VA P OT TIONJ C I ONSTRUCTION ENTRANCE — — — _---_i BLOCK _--- — — / ♦ 715 / 708.8 T #� 717 i Isl .CNN PROP. SILT . FENCE LOT 3 714 715 LOT 2 _ 715 3 . s LT 714 ;J \ FENCE _ PROP.ROCKI_ 'ECK DAM t t ---- -� AIL o = - f� yzUARDRAl� 7 �� TEXAS STATE HWY 114 - - LIMITS OF DISTURBANCE PROPOSED ROCK CHECK DAM �s PROPOSED SILT FENCE 500 EXISTING CONTOUR PROPOSED INLET PROTECTION N EXISTING DRAINAGE FLOW ARROW PROPERTY BOUNDARY =4 PROPOSED DRAINAGE FLOW ARROW LIMITS OF SWFMA EXHIBIT B - EROSION CONTROL PLAN II RIVER'S EDGE OWNER/DEVELOPER: SLATE LAND AND NEIGHBORHOOD SHOPS DEVELOPMENT CO. k;i-; man 0 80 (IPRC24-0024) 5729 LEBANON ROAD, SUITE #144589 ENGINEERING FRISCO, TEXAS 75034 5200 STATE HIGHWAY 121 , COLLEYVILLE, TX 76034 DATE: AUGUST 2025 CPN: 105420 PHONE: (214)208-6650 Phone: 817-488-4960 , ..GRAPHIC SCAI-E. . . ...................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . REVISED IN 2018 iSWMTm TECHNICAL MANUAL LENGTH AS SHOWN ON PLANS GRADE TO PREVENT RUNOFF FILTER FABRIC FROM LEAVING SITE PAVED SURFACE EXISTING GRADE PROFILE VIEW N.T.S. 1 W WIDTH (W) 20' MIN. FOR < 5 AC SITES 30' MIN. FOR > 5 AC SITES RADIUS = 5' MIN. LENGTH (MIN. 50) GRADE TO DRAIN AWAY FROM STABILIZATION AND STREET PAVED SURFACE I TRANSITION TO PAVED SURFACE R.U.W. DRAINAGE MUST FLOW I _ AWAY FROM ENTRANCE PLAN VIEW N.T.S. ENTRACE MUST BE SLOPED SO THAT STORM WATER IS NOT ALLOWED TO LEAVE THE SITE AND ENTER ROADWAYS CONSTRUCTION CONTROLS FIGURE 3.29 STANDARD CONSTRUCTION DETAIL - STABILIZED CONSTRUCTION EXIT (1 OF 2) STABILIZED CONSTRUCTION EXIT REVISED RIVER'S EDGE OWNER/DEVELOPER: EXHIBIT B: NEIGHBORHOOD SHOPS SLATE LAND AND 3 EROSION CONTROL DEVELOPMENT CO. irkmlan DETAILS I (IPRC24-0024) 5729 LEBANON ROAD, SUITE #144589 F5200 STATE HIGHWAY RISCO, TEXAS 75034 CDLLEYVILLE, TX 76034 DATE: AUGUST 2025 CPN: 105420 PHONE: (214)208-6650 Phone: 817-488-4960 REVISED IN 2018 iSWM- TECHNICAL MANUAL STABILIZED CONSTRUCTION ENTRANCE GENERAL NOTES: 1. SEE NCTCOG STANDARD SPECIFICATIONS (2017), SECTION 202.11 2. THE THICKNESS SHALL NOT BE LESS THAN 6 INCHES. CONSTRUCTION CONTROLS 3. STONE SHALL BE 3 TO 5 INCH DIAMETER COURSE AGGREGATE, NO CRUSHED PORTLAND CEMENT CONCRETE ALLOWED. 4. LENGTH SHALL BE SHOWN ON PLANS, WITH A MINIMUM LENGTH OF 50 FEET. 5. THE WIDTH SHALL BE NO LESS THAN 20' FOR SITES LESS THAN 5 AC, AND 30' FOR SITES GREATER THAN 5 AC. AT ALL POINTS OF INGRESS OR EGRESS. 6. WHEN NECESSARY, VEHICLES SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO A PUBLIC ROADWAY. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE WITH DRAINAGE FLOWING AWAY FROM BOTH THE STREET AND THE STABILIZED ENTRANCE. ALL SEDIMENT SHALL BE PREVENTED FROM ENTERING ANY STORM DRAIN, DITCH OR WATERCOURSE USING APPROVED METHODS. 7. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PAVED SURFACES. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND. ALL SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PAVED SURFACES MUST BE REMOVED IMMEDIATELY. 8. THE ENTRANCE MUST BE PROPERLY GRADED OR INCORPORATE A DRAINAGE SWALE TO PREVENT RUNOFF FROM LEAVING THE CONSTRUCTION SITE. 9. INSPECTION SHALL BE SPECIFIED IN THE SWPPP. FIGURE 3.29 NOTES FOR STABILIZED CONSTRUCTION EXIT (2 OF 2) STABILIZED CONSTRUCTION EXIT REVISED RIVER'S EDGE OWNER/DEVELOPER: EXHIBIT B: NEIGHBORHOOD SHOPS SLATE LAND AND EROSION CONTROL DEVELOPMENT CO. 5729 LEBANON ROAD, SUITE #144589 DETAILS II (IPRC24-0024) FRISCO, TEXAS 75034 DATE: AUGUST 2025 CPN: 105420 PHONE: (214)208-6650 3 irkman 5200 STATE HIGHWAY 121 COLLEYVILLE, TX 76034 Phone: 817-488-4960 . . . . . . . . . . . . . . REVISED IN 2019 iSWM- TECHNICAL MANUAL EDGE OF PLASTIC LINING VARIES SEE DESIGN CRITERIA / A 1 10 MIL. MINIMUM PLASTIC LINING J CONSTRUCTION CONTROLS 'SANDBAGS MAY BE REPLACED BY A SOIL BERM TO ANCHOR THE PLASTIC LINING. CONCRETE WASHOUT PLAN VIEW N.T.S. 2' MIN. SANDBAG' 10 MIL. MINIMUM PLASTIC LINING 1 j j��j/��j/ 3' MIN.Ny X/ ON X CONCRETE WASHOUT SECTION A -A N.T.S. CONCRETE WAHSOUT NOTES: 1. WASHOUT AREA MUST BE CLEARLY MARKED WITH SIGNAGE NOTING THE WASHOUT AREA. 2. WASHOUT STRUCTURES SHALL BE CLEANED OUT WHEN THE STRUCTURE IS 75% FULL. TEMPORARY CONCRETE WASHOUT FACILITY SHOULD BE MAINTAINED TO PROVIDE ADEQUATE HOLDING CAPACITY. FIGURE 4.1 SCHEMATICS OF CONCRETE WASHOUT CONTAINMENT CONCRETE WAST MANAGEMENT REVISED RIVER'S EDGE OWNER/DEVELOPER: EXHIBIT B: NEIGHBORHOOD SHOPS SLATE LAND AND 3 EROSION CONTROL DEVELOPMENT CO. irkmlan DETAILS III (IPRC24-0024) 5729 LEBANON ROAD, SUITE #144589 F5200 STATE HIGHWAY RISCO, TEXAS 75034 CDLLEYVILLE, TX 76034 DATE: AUGUST 2025 CPN: 105420 PHONE: (214)208-6650 Phone: 817-488-4960 REVISED IN 2019 iSWM- TECHNICAL MANUAL ATTACH FILTER FABRIC AND 1/2 WIRE MESH TO FRAME USING 1/2 PNEUMATIC STAPLES OR CAP NAILS 1 MAX. SEE NOTE 2 36" 1 i 12" MIN. CONSTRUCTION CONTROLS FOR CLOSURE OVERLAP _ FILTER FABRIC TO NEXT STAKE 2"x4" WOOD FRAMED 4 SIDES INLET THROAT d d FILTER FABRIC (NCTCOG 202.5) — 6" MIN. \W — FL. ELEV. INLET BOTTOM OF DROP �\ FILTER FABRIC INLET /\ /\\ ANCHOR TRENCH 6"x6" BACKFILLED WITH COMPACTED EARTH 1a a VARIES a CONCRETE OR GRAVEL APRON FILTER FABRIC DROP INLET PROTECTION CROSS SECTION (A -A) N.T.S. ATTACH FILTER FABRIC FOR CLOSURE OVERLAP AND 1/2 WIRE MESH TO FRAME USING 1/2 FILTER FABRIC TO PNEUMATIC STAPLES NEXT STAKE 2"x4" WOOD OR CAP NAILS FRAMED 4 1 T SIDES 18„ MAX FILTER FABRIC (NCTCOG 202.5) SEE NOTE 2 — 6" MIN. 36" v y TOP OF GRATE 12" MIN.%' BOTTOM OF GRATE INLET_ / / FILTER FABRIC d - \ NCHOR TRENCH 6'1 ACKFILLED WITH VARIES COMPACTED EARTH OR GRAVEL a FILTER FABRIC GRATE INLET PROTECTION CROSS SECTION (A -A) NTS FOR CLOSURE OVERLAP FILTER FABRIC TO NEXT STAKE (VARIES) INLET PROTECTION REVISED TOP OF INLET A (DROP OR GRATE) 2"x4" WOOD FRAME 6' ADDITIONAL MIDSPAN POST IF REQUIRED ALL SIDES SEE NOTE 4 NOTE: 1. STAKES SHALL CONFORM TO SPECIFICATIONS SECTION 202.5.2.2 2. HEIGHT OF INLET PROTECTION SURROUNDING THE INLET SHALL BE SHOWN ON THE PLANS AND MUST BE CHECKED TO VERIFY PONDING WATER WILL NOT CAUSE FLOODING OF PROPERTY OR DAMAGE. 3. CONCENTRATED DITCH FLOW COMING FROM ONE OR MORE SIDES TOWARD THE INLET MAY REQUIRE A STONE OVERFLOW STRUCTURE TO BE CONSTRUCTED ON ONE SIDE OF THE INLET. 4. POST SHALL BE INSTALLED AT EACH CORNER AND BETWEEN CORNERS IF THE DISTANCE IS GREATER THAN U BETWEEN CORNER POSTS. - A AREA INLET PROTECTION FILTER BARRIER PLAN VIEW NTS. FIGURE 3.10 SCHEMATICS OF FILTER FABRIC AREA INLET PROTECTION RIVER'S EDGE OWNER/DEVELOPER: EXHIBIT B: NEIGHBORHOOD SHOPS SLATE LAND AND 3 EROSION CONTROL DEVELOPMENT CO. ^irkmgn DETAILS IV (IPRC24-0024) 5729 LEBANON ROAD, SUITE #144589 F5200 STATE HIGHWAY RISCO, TEXAS 75034 COLLEYVILLE, TX 76034 DATE: AUGUST 2025 CPN: 105420 PHONE: (214)208-6650 Phone: 817-488-4960 REVISED IN 2018 iSWMTM TECHNICAL MANUAL CONSTRUCTION CONTROLS 1. DOUBLE WRAP OF FLEXIBLE EXTENDED WRAPPED WIRE MESH WITH MESH FILTER MATERIAL NOT ALLOWED ON 24" MIN. BEYOND OPENING 3l4" MAX., OR ACTIVE CITY END OF CURB OPENING 2. PLASTIC NETTING DOUBLE STREETS UNLESS ON BOTH SIDES WRAPPED WITH 1l2" MAX. APPROVED BY CITY OPENING, OR 3. GEOSYNTHETIC TUBES — 12" 4"X4" WELDED y WIRE FABRIC —_ 2" GAP r BETWEEN TOP OF WRAPPED Y2" FILTER AND NOTE: PLASTIC OR 1 FILTER STONE CURB TOP INLET WIRE TIES AROUND OR MULCH FILTER INLET I OPENING WIRE OR PLASTIC MATERIAL MESH EVERY 12"-18" OR MORE AS NEEDED. - CROSS SECTION EXTENDED WRAPPED FILTER MATERIAL 24" MIN. BEYOND END OF CURB OPENIN ON BOTH SIDES PLAN VIEW NOTE: VERTICAL PANEL BARRICADES TO BE PLACED WHEN LOCATED ON AN ACTIVE STREET. TYPE A CURB INLET PROTECTION STD. CMU BLOCK i (CURB MIN. NO. OPENING BLOCKS I 4'-6' 1 I 8'-10' 2 CURB 12'-14' 3 INLET 16'-20' 4 PLAN VIEW CROSS SECTION NOTE: SEE NCTCOG STANDARD ALTERNATIVE FORM FOR TYPE A SPECIFICATIONS (2017), SECTION CURB INLET PROTECTION 202.14 AND 202.18 FIGURE 3.6 STANDARD CONSTRUCTION DETAIL - FILTER TUBE CURB INLET PROTECTION INLET PROTECTION REVISED RIVER'S EDGE OWNER/DEVELOPER: EXHIBIT B: NEIGHBORHOOD SHOPS SLATE LAND AND 3 EROSION CONTROL DEVELOPMENT CO. ^irkmgn DETAILS V (IPRC24-0024) 5729 LEBANON ROAD, SUITE #144589 F5200 STATE HIGHWAY RISCO, TEXAS 75034 COLLEYVILLE, TX 76034 DATE: AUGUST 2025 CPN: 105420 PHONE: (214)208-6650 Phone: 817-488-4960 . REVISED IN 2018 iSWM- TECHNICAL MANUAL EXTEND 2'-0" MINIMUM BEYOND INLET OPENING AT EACH END. VARIES 18" MIN. OVERLAP 2"X4"-W `I AXW 1.4 WIRE FABRIC STRUCTURE. FLOW I FLOW ��- 18" INLET PROTECTION REVISED 3" OVERLAP AT FABRIC SPLICES. CONSTRUCTION CONTROLS NOT ALLOWED ON ACTIVE CITY STREETS UNLESS APPROVED BY CITY CUT AWAY OF FILTER FABRIC HOG WIRE WEIR CURB INLET PROTECTION ISOMETRIC VIEW N.T.S. ROCK BAGS @3' O.C. MINIMUM 2" HIGH CLEAR OPENING \� ROCK BAGS @3' O.C. INLET (SEE TABLEECI) f1 ROCK BAGS FILLED WITH 1 1/2" "'."""' FILTER STONE HOG WIRE WEIR CURB INLET PROTECTION CROSS SECTION N.T.S. NOTE: THIS CONTROL WILL DECREASE THE CAPACITY OF THE INLET. IT SHALL ONLY BE USED WHEN AN ENGINEER HAS DETERMINED THERE IS ADEQUATE STORAGE OR POSITIVE OVERFLOW. REFERENCE: NCTCOG STANDARD SPECIFICATIONS (2017), SECTION 202.14 FIGURE 3.7 STANDARD CONSTRUCTION DETAIL - HOG WIRE WEIR CURB INLET PROTECTION (1 OF 2) RIVER'S EDGE OWNER/DEVELOPER: EXHIBIT B: NEIGHBORHOOD SHOPS SLATE LAND AND 3 EROSION CONTROL DEVELOPMENT CO. irkman DETAILS VI (IPRC24-0024) 5729 LEBANON ROAD, SUITE #144589 F5200 STATE HIGHWAY RISCO, TEXAS 75034 COLLEYVILLE, TX 76034 DATE: AUGUST 2025 CPN: 105420 PHONE: (214)208-6650 Phone: 817-488-4960 REVISED IN 2018 iSWM- TECHNICAL MANUAL CONSTRUCTION CONTROLS e - ° <, Q ° A SIDEWALK d d- °. a a a . o v4 4 ° 18' I 12" STORM SEWER INLET 18" Z. 18" CURB 12" MIN. CURB FLOW— ROCK BAGS SHALL BE EVENLY SPACED ALONG TOP AND ALONG THE FRONT OF INLET. HOG WIRE WEIR CURB INLET PROTECTION PLAN VIEW N.T.S. TABLE EC1 INLET MINIMUM NUMBER OPENING OF ROCK BAGS TOP FRONT 5' 2 3 10' 3 3 15' 3 4 20' 4 4 NOTES: 1.A SECTION OF FILTER FABRIC SHALL BE REMOVED AS SHOWN ON THIS DETAIL TO PROVIDE A 2" MINIMUM CLEAR OPENING. FABRIC MUST BE SECURED TO WIRE BACKING WITH CLIPS OR HOG RINGS AT THIS LOCATION. 2.INSPECTION SHALL BE MADE BY THE CONTRACTOR AND SILT ACCUMULATION MUST BE REMOVED WHEN DEPTH REACHES 2". &INLET PROTECTIONS SHALL BE REMOVED AS SOON AS THE SOURCE OF SEDIMENT IS STABILIZED. FIGURE 3.7 STANDARD CONSTRUCTION DETAIL - HOG WIRE WEIR CURB INLET PROTECTION (2 OF 2) INLET PROTECTION REVISED RIVER'S EDGE OWNER/DEVELOPER: EXHIBIT B: NEIGHBORHOOD SHOPS SLATE LAND AND 3 EROSION CONTROL DEVELOPMENT CO. irkmlan DETAILS VII (IPRC24-0024) 5729 LEBANON ROAD, SUITE #144589 F5200 STATE HIGHWAY RISCO, TEXAS 75034 COLLEYVILLE, TX 76034 DATE: AUGUST 2025 CPN: 105420 PHONE: (214)208-6650 Phone: 817-488-4960 REVISED IN 2018 iSWM- TECHNICAL MANUAL SILT FENCE (MIN. HEIGHT 24" ABOVE EXIST. GROUND) COMPACTED EARTH BACKFILL TRENCH J� FABRIC TOE -IN 6" MIN ISOMETRIC PLAN VIEW CONSTRUCTION CONTROLS STEEL FENCE POST MAX. 6' SPACING, MIN. EMBEDMENT=1' WIRE MESH ,--BACKING SUPPORT 4x4-W1.4xW1.4 MINIMUM ALLOWABLE, TYP. CHAIN LINK FENCE FABRIC IS ACCEPTABLE N.T.S. 6" MIN. --�5' MIN. EACH SIDE 8 MAZC. \` SILT FENCE 1l H \ 6" MIN. TOP OF STONE, EACH SIDE OF SILT FENCE 1 1/2" FILTER STONE 12" SILT FENCE OVERFLOW STRUCTURE N.T.S. FIGURE 3.28 STANDARD CONSTRUCTION DETAIL - FOR SILT FENCE (1 OF 2) SILT FENCE REVISED RIVER'S EDGE OWNER/DEVELOPER: EXHIBIT B: NEIGHBORHOOD SHOPS SLATE LAND AND 3 EROSION CONTROL DEVELOPMENT CO. irkmcap DETAILS VIII (IPRC24-0024) 5729 LEBANON ROAD, SUITE #144589 FRISCO, TEXAS 75034 5200STATE HIGHWAY COLLEYVILLE, TX 76034 DATE: AUGUST 2025 CPN: 105420 PHONE: (214)208-6650 Phone: 817-488-4960 REVISED IN 2018 iSWM- TECHNICAL MANUAL SILT FENCE GENERAL NOTES: 1. DESIGN SHALL SHOW ON THE DRAWINGS THE LOCATIONS WHERE OVERFLOW STRUCTURES SHALL BE INSTALLED. OVERFLOW STRUCTURES ARE REQUIRED AT ALL LOW POINTS AND AT A SPACING OF APPROXIMATELY 300 FEET WHERE NO LOW POINT IS APPARENT. 2. DESIGNER SHALL SHOW ON THE DRAWINGS THE LOCATIONS WHERE SILT FENCE IS TO BE TURNED UPSLOPE AT THE ENDS. UPSLOPE LENGTHS SHALL BE A MINIMUM OF 10 FEET. 3. POST WHICH SUPPORT THE SILT FENCE SHALL BE INSTALLED ON A SLIGHT ANGLE TOWARD THE ANTICIPATED RUNOFF SOURCE. POST MUST BE EMBEDDED A MINIMUM OF ONE FOOT. 4. THE TOE OF THE SILT FENCE SHALL BE TRENCHED IN WITH A SPADE OR MECHANICAL TRENCHER, SO THAT THE DOWNSLOPE FACE OF THE TRENCH IS FLAT AND PERPENDICULAR TO THE LINE OF FLOW. 5. THE TRENCH MUST BE A MINIMUM OF 6 INCHES DEEP AND 6 INCHES WIDE TO ALLOW FOR THE SILT FENCE FABRIC TO BE LAID IN THE GROUND AND BACKFILLED WITH COMPACTED MATERIAL. 6. SILT FENCE SHOULD BE SECURELY FASTENED TO EACH SUPPORT POST OR TO WIRE BACKING, WHICH IN TURN IS ATTACHED TO THE FENCE POST. THERE SHALL BE A 3 FOOT OVERLAP, SECURELY FASTENED WHERE ENDS OF FABRIC MEET. 7. INSPECTION SHALL BE AS SPECIFIED IN THE SWPPP. REPAIR OR REPLACEMENT SHALL BE MADE PROMPTLY AS NEEDED. 8. SILT FENCE SHALL BE REMOVED WHEN FINAL STABILIZATION IS ACHIEVED OR ANOTHER EROSION OR SEDIMENT CONTROL DEVICE IS EMPLOYED. 9. ACCUMULATED SILT SHALL BE REMOVED WHEN IT REACHES A DEPTH OF HALF THE HEIGHT OF THE FENCE. THE SILT SHALL BE DISPOSED OF AT AN APPROVED SITE AND IN SUCH A MANNER AS TO NOT CONTRIBUTE TO ADDITIONAL SILTATION. 10. SEE NCTCOG STANDARD SPECIFICATIONS (2017), SECTION 202.5 FIGURE 3.28 NOTES FOR SILT FENCE (2 OF 2) SILT FENCE REVISED CONSTRUCTION CONTROLS RIVER'S EDGE OWNER/DEVELOPER: EXHIBIT B: NEIGHBORHOOD SHOPS SLATE LAND AND 3 EROSION CONTROL DEVELOPMENT CO. irkmlan DETAILS IX (IPRC24-0024) 5729 LEBANON ROAD, SUITE #144589 F5200 STATE HIGHWAY RISCO, TEXAS 75034 COLLEYVILLE, TX 76034 DATE: AUGUST 2025 CPN: 105420 PHONE: (214)208-6650 Phone: 817-488-4960 REVISED IN 2018 iSWM- TECHNICAL MANUAL CONSTRUCTION CONTROLS WEIR LENGTH �1/2 D } D IC /��/. A ROCK CHECK DAM VIEW LOOKING UPSTREAM N.T.S. I —1 MLIN. FLOW,^ 112 D 1 1 "'Xy^ ' - _ v 1 — FILTER FABRIC 1.5D (MIN.) X- CROSS SECTION A -A N.T.S. TOE OF CHECK DAM TOP OF CHECK DAM —SAME ELEVATION SPACE BETWEEN ROCK CHECK DAMS N.T.S. NOTES: ACTUAL DIMENSIONS OF THE CHECK DAMS SHALL BE DESIGNED BASED ON FLOW CONDITIONS IN THE DRAINAGE SWALE OR DITCH. PROVIDE CALCULATIONS THAT DOCUMENT THE FOLLOWING PARAMETERS USED TO DESIGN THE CHECK DAM. -HEIGHT OF CHECK DAMS (D) BASED ON SWALE OR DITCH DIMENSIONS AND FLOW CONDITIONS -SPACING OF CHECK DAMS BASED ON GRADE OF THE SWALE OR DITCH. TOP OF DOWNSTREAM DAM SHALL BE AT THE SAME ELEVATION AS TOE OF UPSTREAM DAM FIGURE 2.1 STANDARD CONSTRUCTION DETAIL - ROCK CHECK DAMS (1 OF 2) CHECK DAM REVISED RIVER'S EDGE OWNER/DEVELOPER: EXHIBIT B: NEIGHBORHOOD SHOPS SLATE LAND AND 3 EROSION CONTROL DEVELOPMENT CO. irkmlan DETAILS X (IPRC24-0024) 5729 LEBANON ROAD, SUITE #144589 F5200 STATE HIGHWAY RISCO, TEXAS 75034 CDLLEYVILLE, TX 76034 DATE: AUGUST 2025 CPN: 105420 PHONE: (214)208-6650 Phone: 817-488-4960 REVISED IN 2018 !PWM- TECHNICAL MANUAL CONSTRUCTION CONTROLS ROCK CHECK DAM GENERAL NOTES: 1. SEE NCTCOG STANDARD SPECIFICATIONS (2017), SECTION 202.9 CHECK DAM (ROCK). 2. STONE SHALL BE WELL GRADED WITH SIZE RANGE FROM 1 1/2 TO 3 1/2 INCHES IN DIAMETER DEPENDING ON EXPECTED FLOWS. 3. THE CHECK DAM SHALL BE INSPECTED AS SPECIFIED IN THE SWPPP AND SHALL BE REPLACED WHEN THE STRUCTURE CEASES TO FUNCTION AS INTENDED DUE TO SILT ACCUMULATION AMONG THE ROCKS, WASHOUT, CONSTRUCTION TRAFFIC DAMAGE, ETC. 4. WHEN SILT REACHES A DEPTH EQUAL TO ONE-THIRD OF THE HEIGHT OF THE CHECK DAM OR ONE FOOT, WHICHEVER IS LESS, THE SILT SHALL BE REMOVED AND DISPOSED OF PROPERLY. 5. WHEN THE SITE HAS ACHIEVED FINAL STABILIZATION OR ANOTHER EROSION OR SEDIMENT CONTROL DEVICE IS EMPLOYED, THE CHECK DAM AND ACCUMULATED SILT SHALL BE REMOVED AND DISPOSED OF IN AN APPROVED MANNER. FIGURE 2.1 NOTES ON ROCK CHECK DAM (2 OF 2) CHECK DAM REVISED RIVER'S EDGE OWNER/DEVELOPER: EXHIBIT B: NEIGHBORHOOD SHOPS SLATE LAND AND 3 EROSION CONTROL DEVELOPMENT CO. irkmlan DETAILS XI (IPRC24-0024) 5729 LEBANON ROAD, SUITE #144589 F5200 STATE HIGHWAY RISCO, TEXAS 75034 COLLEYVILLE, TX 76034 DATE: AUGUST 2025 CPN: 105420 PHONE: (214)208-6650 Phone: 817-488-4960 TABLE OF VARIABLE DIMENSIONS ee AND QUANTITIES FOR ONE HEADWALLQ ) rw oim v�eeL x alcv) �g i§ ,',_ -o w xvalvez lLnz) fe��v) x lne wra lLez) nl S: li 1-)fp z-r 1-1P )-S Y" a L6 I•-P B Db }o Gq Ir 4-3 jr 1-1w )-T )-IO Ir 6iS Ir r-s# )-1' )-la •-4 ISa 0.9 1-r 3} �$ a r-r l-r %l-1 B-i T19 ii )-ll• x ae =� 3r m-IP a-r B-IP r-3 rN :a a-r n as � � x• 1r-e!P a-❑ a-ta r-la m a r-r el 14 ?! lr Ir-sip -B B• 37 s9e r-TP nr s •� 16P r-e IIll }S1 14 -r Ir IY 1 )3 1• m sJ B r br ID-tl 1p T-10Ip IS-♦ Il-r SM 62 I-! 19l 29 Tr z r lr lB Y P 1111 0.11 yi IIr Y- JIl r- 5-93£ Ox 9-91p 13x I 1-r I M 031 D 1031 I x I4- I )-91Y - -1 jr Zn -T 1 SB 1 .71 mE ZT It B P 9-IIr 251 }S P-11p 193 }l5-7 IP-11 � 3.1 1-r M " IS 9: 3P I)-! 1-13j B- ri 3r II- $' a-r 9-r E> 3B' 13T IB 31B P 1lr +T-'+Yl 1 Y -'Ir B-I IY Ie-P IB-r { STl 6.1 -T if tT-!0 bx l3 T-r 1K }31 }9 19-r fA' 14-9'P T-33p tT- I9-)3] 119 B) a-r-r tl9 3A -1 jr B - e9 3P_ B-r1) m +p 1.1l olt r B w '+! _p 1pf1 znV1-1 : Is 3a 8r--ee10 itIrr I-zr S r-P II/' 19-) IP- It-3 #( all 3J )-tl• )T 11A1 11-1.+)- #" xs )A •-a e9 .rl211 a-rK Ix• +4-r l e-v ill +)- Us-) I+zI )r x-IIr I r-s B• Ize-a x-97r 1.nT nJ r-r Tx s41 Ir Ir-z I z-r a- 1 4-93• }}l I4 r-� x l r 0 -SM 1r11)F14 r - l l I 1 .. ............. §I d ELEVATION Isn v me.aw.a.l aws v x/1 x I I I I I C vlee u grcz TYPICAL WING ELEVATION PLAN r �oel TABLE OF TABLE OF REINFORCING STEEL CONSTANT DIMENSIONS Bar 5rze sva Hs. I Bia ln) 6 xQl x I A I I I1' B 13 : 14 • s5 - • 3P r-P l-P .1° 1-r r-P 1-r � )-P r-r 9-r BarzB M BAAS B BIIB BI-x 1 6r 1) r I B I )r 1 3 r T 1OOuenririe LI9M1[lY far �N plpe lnnllls[la�r�swlll O�reue urn 'a �°.ul e°e"��ieue� �:ea riri °a�ei �lamx.�i Ote mNMIIn P m/nlmumrcrner mrM M�er eene� Brs B OS Ousml[l� ss� �tuie Irk only rv.e neewanx ©R IUNrn. r.r aI 11 1,Y_)) L +la.t)�- rerwrn-I}ax-ral 1 l�, Qi uMorna w .mna n.xee v. srn ,mve Na rma suo. Inv nIwrl. II Bur v Buss I Brs a I' ;wmfrusnlon SECTION A -A MVATOENAt COTES: vrsv/De class rem rcl c "I GENERAL ro AAsxro LRre Brave Beely. law ..r rya al.emry ro roe x .aee ru w.11 naeNs. x, M. r v e ,,,., ue mn-ro-oer a °m a elnuw 1 ,3YSBlauBBMId B'Msspw191B9n 90MOMw CONCRETE HEADWALLS WITH FLARED WINGS FOR 0' SKEW PIPE CULVERTS e...,B„ CH-FW-0 aRl Na..,NN RIVER'S EDGE OWNER/DEVELOPER: NEIGHBORHOOD SHOPS SLATE LAND AND 3 EXHIBIT B: DEVELOPMENT CO. irkmlan DRAINAGE DETAILS (IPRC24-0024) 5729 LEBANON ROAD, SUITE #144589 F5200 STATE HIGHWAY RISCO, TEXAS 75034 COLLEYVILLE, TX 76034 DATE: AUGUST 2025 CPN: 105420 PHONE: (214)208-6650 Phone: 817-488-4960 psi GUhCRETE �sooc AT 28 DAYS�AYS [d +3 BARS 0 18" C—C EACH WAY 18" DEEP TOE WALL-d ON SIDES, BEGINNING AND END OF FLUME `ryp-' PILOT CHANNEL V.T TO SCALE RIVER'S EDGE OWNER/DEVELOPER: NEIGHBORHOOD SHOPS SLATE LAND AND 3 EXHIBIT B: DEVELOPMENT CO. irkmlan DRAINAGE DETAILS (IPRC24-0024) 5729 LEBANON ROAD, SUITE #144589 F5200 STATE HIGHWAY RISCO, TEXAS 75034 COLLEYVILLE, TX 76034 DATE: AUGUST 2025 CPN: 105420 PHONE: (214)208-6650 Phone: 817-488-4960 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 m1m rt. \ s=� \ LOT LC I Ol 7 n\\-- -�-- --J- III _ _- _ posed XVtlmlagv6ummary � ` L �_ � �����\`�_� Malysis P.-di all flow 1plsl \ NOTE TO CONTRACTOR j 4- EXISTING PRIVATE AND PUBLIC STORM SEWER AND UTILITY INFRASTRUCTURE ARE SHOWN PER RECORD DRAWING PLANS THE POI^1 J n.3 I 1. p53 CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND DEPTH OF V ALL EXISTING UTILITIES (WHETHER SHOWN ON PLANS OR NOT) SITE BENCHMARKS D = Earl xM Hytl'q)PeF SY/P'INCI PRIOR TO COMMENCING CONSTRUCTION. IF FIELD CONDITIONS �/ MalYsis 7. ak,Il (dsl DIFFER SIGNIFICANTLY FROM LOCATIONS SHOWN ON THE PLANS, KNOW WhaiSI7@IOW. THE CONTRACTOR SHALL CONTACT THE PROJECT ENGINEER PRIOR BM NO. 1 NAG NAIL SET Call before POI^1 I 62.2 I 106.0 I p).9 TO PROCEEDING WITH CONSTRUCTION. N: T08339342 you dig. E'232839342 ELEVATION=]0T90' &11/2025 _ Pmpasetl COMltlons-Pautlslrwlvsis Inputs paA-Area IaM Use TOC Calculatlon Table HEGNMSInpux 1 BM N0.2 MAG NAIL SET 4 Contrlbuting A urve eMaus Areala4. ImpeMous I ° Ull realaq nreala<I amber oaerlan roclmml ml.l epaerlxl �nme NAG icxc r� Al 414]30 I E 232]16.07 O, �1309 _1 ]4 14 400]%40 ]8p O 690% ly y� ELEVATION=]19.32' nmI�J77;so .mg]a.3� Q Q = f os2 43.992 1.01 74 43992.12 393 OA019]p ]OOx 2.1 c 053 131.62 3.01 13 11 p.19 o-7086 100x 12.11 O51 109.144 2.91 74 1%45.91 ]6.% 0.0039150 ]8% 9.81 I - ` QI Oss 6;531 1.44 ]4 62S31.ss _1.56 0.01R2431 lroN THE CONTRACTOR SHALL CONTACT THE FOLLOWING AT LEAST 48 HOURS PRIOR TO EXCAVATING AT EACH LOCATION I nmeMWlHenbatlanUNpHtlons-Pm ecpnempm Sheet Flow Shallow Wi xl dFlm-(Unpavetl) 7ipe[bannel F'rv1 PipeC-1-2 PP-F- AT&T. 1-800-8]B8]11 fulstrlbuting Frea eopghness length Velalry a",r length V-1" e.:.w I Vh Velalry Ta"� FORTWORTH WATER DEPT. FIELD OPERATIONS 181])&]141296 lelMth 91pce lk/k1 Ter IeNIN (k) Blope lWk) T„e,,,e FORT WORTH T&PW (81])&]1-8100 Al SOD 0006 Ccefflcient 14.40 ]60.6 O.W4 2.46 IN) IWsI ( o, INI IWO (in) IN) Iwo (miq) ATMOS ENERGY. (81])215-0366 �di OQ� ilk ONG RGAS&ELECTRIC (81])21-6 A2 1. 0.004 0.15 1].% 54A o.018 042 193.4 6 a54 -1 8 0.94 2. 8 O.EO TXU ENERGY 1-8ri2 61 4 fro 00.01 OO.ss II.p ] 3 0.� 2..W 8fi .6� fib 1.� 581.6 6 121 Uro SBC TELEPHONE (&1])338a819 0.01 0.011 1 a.00 17..1 6 0.00 8394 233 0.00 I S CHARTERCOMM: (B1])509E2]2 053 14.00 2.8] 3.32 0.00 0.00 ` EM.3%3 054 l00 0.01 0.16 11BJ 3622 0.012 3.42 -1 6 ].14 0.00 Q00 ALL OTHER FACILITIES 1-8%-DIG-TEST I .5 fis a0219)1 a011 0.p �] 6 0.W 00 y j LEGEND PROPOSED DRAINAGNNAME EBAS( ACRES 1 82M ® V o ( AREA LABEL 01oo Of) 1452 C� (T 1" - PROPOSED DRAINAGE NA/L AREA DIVIDE (50' E PUB IC R.O J =TOT%' _ EXISTING DRAINAGE --j,7- -- -- -- -- - -- - -- - - - -- _ (// FLOWARROW BLO K5 Ij BOCK �� 1%]7 \ PROPOSED DRAINAGE /ER'SEOT6GLO LE PHA T] LOTB LOT9 I i LOT1 I T1 I LOI LC CA RI R.3B1,FLOW ARROW R LOT6 LOT 14 T IX, PR T2 2 LOT TT3 I I I O 2 36" 1 POINT OF INTEREST Qj ORMPIP( J--- _ -_- -- --I EXISTING CONTOUR PROPOSED CONTOUR \CKI a\ EXISTINGSTORMPIPE 5.184dACRES �uxcri-aw (III r 7 \ \ PROPOSED STORM PIPE _______ CALLED: 10 BB0>ACRti GATEWAY CHURCH II`(JJ(I1� OCCI NO 2019->4BTB1, OPRDCT ' m�9 __ IGHT-OF PG. LB1, . ---- PROPERTY BOUNDARY / r Cf� e n+_ lip NO- CESAR 'N. 1 LOT4 1 I LOTT LOT OC C/. NO2a12-1, 5 GRAPHIC SCALE /T BLOCKi BLOCK( BLOCK E OPROCT II Ij I N^] F 0%]3ACRE3 \� 13866ACRE8 _1.T3BO ACRES 11r I I CALLED -A , _�,I RTIBANK I / '1I I ' O COT U 1 SCALE: 1"=60' OTHEIVEST DC O/N&6083, BY SEPARA w> OPROCT �.` ry� D 1 N .� iN0 DESCRIPTION DATE m T ( CITY OF FORT WORTH, TEXAS = WATERDEPART- R ANOSeWGRIM RPRP OVBMB­ NI9 D/C _ TCT���� \ i\ _ _ - - RIVER'S EDGE NEIGHBORHOOD SHOPS µl O G OS O PRPED DRAINAGE AREA MAP 3Z pN STORM \ G O 52005TATE HIGH WAY 121 i CALLEYVILLE,TEXAS ]6034 3 PHONES -_---- Ki.ft A ESIGN BY JIexeITEXAS FIRM NO. 158]4 (DQ SHEET 26 L DRAWN BY: JI > SHOWN ^ NOTE DRAINAGE CRITERIA TAKEN FROM CITY OF FORT WORTH ENGINEERING DESIGN MANUAL DATED JUNE 20 CHECKED BY : PCF JUL 2025 8'a � a LOT LOT I LOT LOT LOT LOT LOT LOT L LOT LOT LOj LOB Q 1 2 3 I 4 5 6 7 8 9 10 11 12 Z O 721 DA� (720 719 — DA3 -1 DA1 0.38 ac. W f Z �I 0.36 ac. 0.28 ac. Tc:lo.00 DA7 d TC: 10.00 0 TC: 10.00 0.14 ac. Z f TC:10.00 F m y DA9 �® ©DA6 .r ;t. • .�::- DA8 0.14 ac. ;�I z -! : ❑ 0.33 ac. 0.21 ac. = DA11 — s — TC: 10.00 TC:10.00 -- — - = TC: 10.o0 — — - v - . - ---� 0.27ac. �� — -- L -- I•- - — — TC: 10.00 — — — Q 0 DA12 0.66 ac. TC: 10.00 ^ DA13 T 1.1 F Q \ I TC: . 1.07 ac. P4 TC: 10.00 W a I � 5 a ri! o DA14 Z a 0.55 ac. -A C) 7 LL OS-1 (2.65 ac. 1 � . TC: 18.23 TEXAS STATE HWY 114: a (VARIABLE WIDTH PUBLIC R.O.W.) LEGEND EXISTING CONTOUR 1• PROPOSED DRAINAGE AREA DIVIDE PROPERTY BOUNDARY EXHIBIT B - BASIN DELINEATION MAP I ; RIVER'S EDGE OWNERiDEVELOPER: 0 80 NEIGHBORHOOD SHOPS (IPRC24-0024) SLATE LAND AND DEVELOPMENT CO, 5729 LEBANON ROAD, SUITE #144589 3 .irkman GRAPHIC SCALE . . . . . . . . . . . . DATE: JULY 2025 CPN:105420 . . . . . . . . . FRISCO, TEXAS 75034 PHONE: (214)208-6650 5200 STATE HIGHWAY 121 COLLEYVILLE, TX 76034 Phone:817-488-4960 . ................................................................................ a� Ik EX. 6 L01 Q LOT LOT LOT LOT LOT LOT LOT LOT LOT LOT 12 Z 13 14 O~ 16 TOF` 17 18 19 20 21 22 23 Q -' PIPE 1 — — — — DA5 DA3 W I 716 717) 717 —�I 0.03 ac. z I: J LOT hf z 5 DAUJ 10 ac. z '� . .�' 0.33 ac. 0.00 TC: 10.00 T -- — — — — — — — — — s !z _ �_ �� - -- -- --® _ ---- ---- _ —H BLOCK --- --- -- J — lo N I , LOT DA4 I LOT 3:LL 3.86 ac. 1 TC: 10.00 � i 15('161A 1.16 ac. - ` 1 TC: 10.00 w . LL Qt4 • — �— �— — — - - � Iz ������� , F E OS 2 2.37 ac.l' J -- TC:15.54 -ZUARDRAIL TEXAS STATE HWY 114 • (VARIABLE WIDTH PUBLIC R.O.W.) -- LEGEND EXISTING CONTOUR PROPOSED DRAINAGE AREA DIVIDE PROPERTY BOUNDARY EXHIBIT B - BASIN DELINEATION MAP II RIVER'S EDGE OWNER/DEVELOPER: NEIGHBORHOOD SHOPS (D SLATE LAND AND DEVELOPMENT CO. K 0 80 (IPRC24-0024) 5729 LEBANON ROAD, SUITE #144589 kirkman FRISCO, TEXAS 75034 5200 STATE HIGHWAY 121 DATE: JULY 2025 CPN: 105420 PHONE: (214)208-6650 COLLEYVILLE, TX 76034 .. G RAP H I G S.QAL E . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Pno . .817-. . 4e . . . . . . . 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 FORT WORTH Facility Name: Exhibit "D" INSPECTION CHECKLIST FOR SIMPLE DETENTION BASIN Basin/Pond Number: Inspected By: Type of Inspection: Annual Basin Conditions: Facility Agreement Number: Date: , Quarterly , Monthly , Routine , or Storm Event , (# days since event 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: CA Stormwater V.[] i Owner's Representative Form CFW-6 CFW- SEPTEMBER 2015 Appendix A A-17 FORTWORTH- City Secretary's Office Contract Routing & Transmittal Slip Contractor's Name: Rivers Edge Neighborhood Shops by Slate, LLC Subject of the Agreement: Stormwater measures to control water for a commercial developmen M&C Approved by the Council? * Yes ❑ No ❑✓ If so, the M&C must be attached to the contract. Is this an Amendment to an Existing contract? Yes ❑ No ❑✓ If so, provide the original contract number and the amendment number. Is the Contract "Permanent"? *Yes ❑✓ No ❑ If unsure, see back page for permanent contract listing. Is this entire contract Confidential? *Yes ❑ No ❑✓ If only specific information is Confidential, please list what information is Confidential and the page it is located. Effective Date: Expiration Date: If different from the approval date. If applicable. Is a 1295 Form required? * Yes ❑ No ❑✓ *If so, please ensure it is attached to the approving M&C or attached to the contract. Project Number: If applicable. SWFMA-25-0041 *Did you include a Text field on the contract to add the City Secretary Contract (CSC) number? Yes ❑✓ No ❑ Contracts need to be routed for CSO processing in the following order: 1. Katherine Cenicola (Approver) 2. Jannette S. Goodall (Signer) 3. Allison Tidwell (Form Filler) *Indicates the information is required and if the information is not provided, the contract will be returned to the department.