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HomeMy WebLinkAboutContract 54365-A1 (2)Date Received: 2/15/2023 Time Received: 1:29 p.m. Permit No.: SWFMA-22-0093 City Secretary No.: 54365-A1 AMENDMENT TO CITY SECRETARY CONTRACT NO. 54365 STORMWATER FACILITY MAINTENANCE AGREEMENT This AMENDMENT TO CITY SECRETARY CONTRACT NO. 54365, STORMWATER FACILITY MAINTENANCE AGREEMENT is made and entered into by and between the CITY OF FORT WORTH, a municipal corporation of Tarrant County, Texas, acting herein by and through its duly authorized City Manager or duly designated Assistant City Manager, hereinafter referred to as the "City", and Riverside Storage Fort Worth, LLC "Landowner", acting herein by and through its duly authorized representative Mike Morely as Manager. RECITALS WHEREAS, the City of Fort Worth ("City") and Sundial Office Park, LLC ("Previous Landowner"), made and entered into City Secretary Contract No. 54365 (the "Agreement") to authorize the use of on -site stormwater management facilities (the "Facility") to be constructed and maintained on a portion of Landowner's property; and WHEREAS, the Agreement was recorded with the property records of the Tarrant County as Document No. D220218071 which is one and the same as City Secretary Contract 54365. WHEREAS, the Previous Landowner has subsequently sold, transferred, or conveyed the real property more particularly described in the Agreement to Riverside Storage Fort Worth, LLC according to the deed recorded in Document No. D220218071, Deed Records, Tarrant County, Texas hereinafter called the "Property", who has requested the City to consider certain location and design changes; and WHEREAS, the Agreement contains exhibit(s) "A" and "B" that depicts the location and design specifications of the Facility; and Revised 03/01/2022 BN OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX Page 1 of 4 WHEREAS, it advisable to execute this Amendment to the Agreement to revise exhibit(s) "A" and "B" in the Agreement to depict location and design changes to the original agreement; and NOW THEREFORE, City and Landowner, acting herein by and through their duly authorized representatives, enter into the following that amends the Agreement: 1. Exhibit A is hereby replaced with Exhibit A-1 attached hereto and incorporated herein to the Agreement, consisting of a revised location description of the Facility. 2. Exhibit B is hereby replaced with Exhibit B-1 attached hereto and incorporated herein to the Agreement, consisting of revised design specifications of the Facility. 3. This Amendment shall be filed with the City Secretary as an amendment to the Agreement and also recorded among the land records of Tarrant County, Texas, and shall constitute a covenant running with the land, and shall be binding on the Landowner, its administrators, executors, assigns, heirs and any other successors in interests, including any property owners association. 4. All other provisions of the Agreement which are not expressly amended herein shall remain in full force and effect REMAINDER OF THIS PAGE INTENTIONALLY LEFT BLANK Revised 03/01/2022 BN Page 2 of 4 EXECUTED on this the 16th day of February 20 23 Cy I Ira Dam [,Gl6Ihh7 Dana Burghdoff (Fe) 10,20Z1 2 CST) Dana Burghdoff, Assistant City Manager City of Fort Worth Date: Feb 10, 2023 Approved as to Form and Legality: Thomas Royce Hansen, Assistant City Attorney II City Attorney's Office Date: Feb 10, 2023 dgVUU4� o °° 0 QO % �o°°°o�Odad ATTEST: 0ro aaon °opa-4 d OVo o= ° *9 r°o b b4Xa4Saaad Jannette Goodall, City Secretary City of Fort Worth Date: Feb 10, 2023 LANDOWNER: Riverside Storage Fort Worth, LLC a Utah Limited Liability Company By: ike Mo 3�_j Tit] : M ger Date: r / 2 Z 2� ZA Contract Compliance Manager: By signing I acknowledge that I am the person responsible for the monitoring and administration of this contract, including ensuring all performance and reporting requirements. -ZOIIJ^ Rebecca Diane Owen (Feb 10, 202310:29 CST) Rebecca Owen, Planning Manager Development Services Date: Feb 10, 2023 OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX Revised 03/01/2022 BN Page 3of4 STATE OF TEXAS COUNTY OF TARRANT This instrument was acknowledged before me on Feb. 10, 2023 by Dana Burghdoff, Assistant City Manager of the City of Fort Worth, on behalf of the City of Fort Worth. o�"'yPUe/ BICH SON THI NGUYEN _ n Notary Public • + STATE OF TEXAS Nq�oFP Notary I.D. 133389224 My Comm. Exp. Oct. 13, 2025 . . . . . . LANDOWNER STATE OF �A-� COUNTY OF 196 V Bichson Digitally signed byBichson Nguyen Nguyen Date: 2023.02.10 11:20:02 -0s00' Notary Public, State of Texas BEFORE ME, the undersigned authority, a Notary Public in and for the State of kin on this day personally appeared —Ak V%, � gr-le (name of executor) , (title of executor), known to me to be �t ei person whose name is su scribed o 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 g 1 \4ry (Landowner's name), and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE thisgiNay of V , 201�a. JENNIFER LIND NOTARY PUBLIC - STATE OF UTAM ` My Commission Expires March 19, 2024 COMMISSION NUMBER 711180 I Of u1m Revised 03/01/2022 BN Page 4 of 4 EXHIBIT "A-1" INSERT LEGAL DESCRIPTION EXHIBIT "A-1" - METES & BOUNDS EXHIBIT A-1 STORMWATER FACILITY MAINTENANCE AGREEMENT 18,938 SQ. FT. OR 0.435 AC LOT 1R, BLOCK A NORTH GLENWOOD ADDITION JAMES SANDERSON SURVEY, ABSTRACT NO. 1430 CITY OF FORT WORTH, TARRANT COUNTY, TEXAS BEING a tract of land situated in the James Sanderson Survey, Abstract Number 1430, Tarrant County, Texas, and same being a portion of Lot 1R, Block A, North Glenwood, an addition to the City of Fort Worth, Tarrant County, Texas according to the replat thereof recorded in D220105490, Plat Records, Tarrant County, Texas (P.R.T.C.T.) and being more particularly described by metes and bounds as follows: (Bearings referenced to U.S. State Plane Grid 1983 - Texas North Central Zone (4202) NAD83 as established using the AIITerra RTKNet Cooperative Network. Reference frame is NAD83(2011) Epoch 2010.0000. Distances shown are U.S. Survey feet displayed in surface values.) COMMENCING at a found "Y" Cut in concrete for the northeastern most corner of said Lot 1R, same being the southeast corner of a tract of land described by deed to Chau Van Hoang, recorded in D208403196, Deed Records, Tarrant County, Texas (D.R.T.C.T.); THENCE South 70°26'42" West, a distance of 41.76 feet to the POINT OF BEGINNING; THENCE over and across said Lot 1R, the following courses and distances: South 06°34'15" West, a distance of 15.00 feet to a point, from which a found 1/2-inch iron rod bears South 79°39'44" East, a distance of 46.22 feet; North 83°25'45" West, a distance of 60.04 feet to a point; South 08°42'23" East, a distance of 167.10 feet to a point, being the beginning of a curve to the right; with said curve to the right having a central angle of 82°26'19", a radius of 15.00 feet, an arc length of 21.58 feet and a chord which bears South 32°30'47" West, a distance of 19.77 feet to a point; South 73°43'56" West, a distance of 9.16 feet to a point, being the beginning of a curve to the right; with said curve to the right having a central angle of 84°00'43", a radius of 15.00 feet, an arc length of 21.99 feet and a chord which bears North 64°15'42" West, a distance of 20.08 feet to a point; North 22°15'21" West, a distance of 205.69 feet to a point; North 48°02'30" West, a distance of 45.76 feet to a point; North 41°57'30" East, a distance of 28.00 feet to a point; South 48°02'30" East, a distance of 14.95 feet to a point, being the beginning of a curve the left; with said curve to the left having a central angle of 33°54'13", a radius of 17.00 feet, an arc length of 10.06 feet and a chord which bears South 64°59'36" East, a distance of 9.91 feet to a point, being the beginning of a curve to the right; with said curve to the right having a central angle of 05°08'48", a radius of 32.77 feet, an arc length of 2.94 feet and a chord which bears South 79°22'17" East, a distance of 2.94 feet to a point; North 24°11'21" East, a distance of 8.26 feet to a point, being the beginning of a curve to the right; with said curve to the right having a central angle of 63°01'52", a radius of 27.00 feet, an arc length of 29.70 feet and a chord which bears North 55°42'17" East, a distance of 28.23 feet to a point; North 87°13'13" East, a distance of 20.11 feet to a point, being the beginning of a curve to the right; with said curve to the right having a central angle of 55°40'33", a radius of 23.00 feet, an arc length of 22.35 feet and a chord which bears South 64°56'30" East, a distance of 21.48 feet to a point; South 37°06'13" East, a distance of 19.50 feet to a point, being the beginning of a curve to the right: with said curve to the right having a central angle of 38°18'58", a radius of 40.35 feet, an arc length of 26.99 feet and a chord which bears South 13°45'29" East, a distance of 26.49 feet to a point; South 06°34'15" West, a distance of 10.46 feet to a point; South 83°25'45" East, a distance of 61.07 feet to the POINT OF BEGINNING and containing 18,938 square feet or 0.435 acre of land more or less. SURVEYOR'S CERTIFICATION I, Toby G. Stock, a Registered Professional Land Surveyor licensed in the State of Texas, do hereby declare that this survey is true and correct and was prepared from an actual survey made under my supervision on the ground. Further, this survey _ conforms to the general rules of procedures and practices of the most current Texas Engineering and Land Surveying Practice Acts and Rules Concernin@ d Licensure, E OF p �•tSTFq 5 ��G QF�• P - BAIRD, HAMPTON & BROWN • • ••••• •• TOBY G. STOCK engineering and surveying ................... °po oby G. Stock 6412 �Qv.' 949 Hilltop Drive, Weatherford, TX 76086 tstock@bhbinc.com • 817.596.7575 • bhbinc.com State of Texas Registered Professional Land Surveyor No. 6412 ' • °ES S t . •� ENO SURV TBPELS Firm #44 • TBPLES FIRM #10194146 Date: January 12, 2023 Drawing: F:\job\2021\810\060 Riverside II\01 Design & Drafting\01 Survey\07 Exhibits\02 Stormwater Facility Maint. Agreement-East\SWFA Exhibit.dwg EXHIBIT "A-1" - METES & BOUNDS EXHIBIT B STORMWATER FACILITY MAINTENANCE AGREEMENT 18,938 SQ. FT. OR 0.435 AC LOT iR, BLOCK A NORTH GLENWOOD ADDITION JAMES SANDERSON SURVEY, ABSTRACT NO. 1430 CITY OF FORT WORTH, TARRANT COUNTY, TEXAS Line Table Line # I Direction Length Li S6'34'15"W 15.00 cz% � L2 L3 �Q 3� 61 GRAPHIC SCALE:1" = 60 Fe E. LANCASTER AVENUE (A VARIA0BLE1344THPGU LIC DIRT —OF —WAY) VL. S \GF THIRD TRACT SECOND TRACT C6 L8 �'oF,P CHAU VAN HOANG CHAU VAN HOANG L75 0�2 CC# DDR208C 03196 �' CC# DD2208C403196 T. As "Y" CUT C STORMWATER �� PpB P inIgW FA a MAIN AGR 1893 1 0.4 L10 S6'34'15"W 10.46 CC# D220105490 \ i L11 S83'25'45"E 61.07 P.R.T.C.T. L12 S70'26'42"W 41.76 L13 S79'39.44"E 46.22 Curve Table Curve # I Delta Radius Arc Length Chord Bearing Chord Length C1 82-26.19" 15.00' 21.58' S32'30'47"W 19.77' C2 84'00'43" 15.00' 21.99' N64'15'42W 20.08' C3 33*54'13" 17.00' 10.06' S64'59'36"E 9.91, C4 5'08'48" 32.77' 2.94' S79'22'17"E 2.94' C5 I63-01'52" 27.00' 29.70' N55'42'17"E 28.23' C6 55'40'33" 23.00' 22.35' S64'56'30"E 21.48' C7 + 38'18'58" 40.35' 26.99' S13'45'29"E 26.49' LEGEND D.R.T.C.T............... Deed Records, Tarrant County, Texas IRF .........................Iron Rod Found O.P.R.T.C.T............ Official Public Records,Tarrant County, Texas POB....................... Point of Beginning POC....................... Point of Commencement P.R.T.C.T................Plat Records, Tarrant County, Texas UE..........................Utility Easement 49 - B BAIRD, HAMPTON & BROWN engineering and surveying 949 Hilltop Drive, Weatherford, TX 76086 tstock@bhbinc.com • 817.596.7575 • bhbinc.com TBPELS Firm #44 • TBPLES FIRM #10194146 L11 SURVEYOR'S CERTIFICATION 1, Toby G. Stock, a Registered Professional Land Surveyor licensed in the State of Texas, do hereby declare that this survey is true and correct and was prepared from an actual survey made under my supervision on the ground. Further, this survey conforms to the general rules of procedures and practices of the most current Texas Engineering and Land Surveying Practice Acts and Rules Concerning Practice and Licensure. �P�E OF. TF+ g •��G\STFR� 9S /— B ............... Roby G. stock TO Y I . STOCK State of Texas Registered Professional Land Surveyo '�,Q 6412 Q" No.6412 Op O� Date: January 12, 2023 <, O iU NOTES Basis of bearing being U.S. State Plane Grid - Texas North Central Zone (4202) NAD83 as established using the AIITerra RTKNet Cooperative Network. Reference frame is NAD83(2011) Epoch 2010.0000. Distances shown are U.S. Survey feet displayed in surface values. 2 E As "Y" CUT C STORMWATER �� PpB P inIgW FA a MAIN AGR 1893 1 0.4 L10 S6'34'15"W 10.46 CC# D220105490 \ i L11 S83'25'45"E 61.07 P.R.T.C.T. L12 S70'26'42"W 41.76 L13 S79'39.44"E 46.22 Curve Table Curve # I Delta Radius Arc Length Chord Bearing Chord Length C1 82-26.19" 15.00' 21.58' S32'30'47"W 19.77' C2 84'00'43" 15.00' 21.99' N64'15'42W 20.08' C3 33*54'13" 17.00' 10.06' S64'59'36"E 9.91, C4 5'08'48" 32.77' 2.94' S79'22'17"E 2.94' C5 I63-01'52" 27.00' 29.70' N55'42'17"E 28.23' C6 55'40'33" 23.00' 22.35' S64'56'30"E 21.48' C7 + 38'18'58" 40.35' 26.99' S13'45'29"E 26.49' LEGEND D.R.T.C.T............... Deed Records, Tarrant County, Texas IRF .........................Iron Rod Found O.P.R.T.C.T............ Official Public Records,Tarrant County, Texas POB....................... Point of Beginning POC....................... Point of Commencement P.R.T.C.T................Plat Records, Tarrant County, Texas UE..........................Utility Easement 49 - B BAIRD, HAMPTON & BROWN engineering and surveying 949 Hilltop Drive, Weatherford, TX 76086 tstock@bhbinc.com • 817.596.7575 • bhbinc.com TBPELS Firm #44 • TBPLES FIRM #10194146 L11 SURVEYOR'S CERTIFICATION 1, Toby G. Stock, a Registered Professional Land Surveyor licensed in the State of Texas, do hereby declare that this survey is true and correct and was prepared from an actual survey made under my supervision on the ground. Further, this survey conforms to the general rules of procedures and practices of the most current Texas Engineering and Land Surveying Practice Acts and Rules Concerning Practice and Licensure. �P�E OF. TF+ g •��G\STFR� 9S /— B ............... Roby G. stock TO Y I . STOCK State of Texas Registered Professional Land Surveyo '�,Q 6412 Q" No.6412 Op O� Date: January 12, 2023 <, O iU NOTES Basis of bearing being U.S. State Plane Grid - Texas North Central Zone (4202) NAD83 as established using the AIITerra RTKNet Cooperative Network. Reference frame is NAD83(2011) Epoch 2010.0000. Distances shown are U.S. Survey feet displayed in surface values. 2 E LEGEND D.R.T.C.T............... Deed Records, Tarrant County, Texas IRF .........................Iron Rod Found O.P.R.T.C.T............ Official Public Records,Tarrant County, Texas POB....................... Point of Beginning POC....................... Point of Commencement P.R.T.C.T................Plat Records, Tarrant County, Texas UE..........................Utility Easement 49 - B BAIRD, HAMPTON & BROWN engineering and surveying 949 Hilltop Drive, Weatherford, TX 76086 tstock@bhbinc.com • 817.596.7575 • bhbinc.com TBPELS Firm #44 • TBPLES FIRM #10194146 L11 SURVEYOR'S CERTIFICATION 1, Toby G. Stock, a Registered Professional Land Surveyor licensed in the State of Texas, do hereby declare that this survey is true and correct and was prepared from an actual survey made under my supervision on the ground. Further, this survey conforms to the general rules of procedures and practices of the most current Texas Engineering and Land Surveying Practice Acts and Rules Concerning Practice and Licensure. �P�E OF. TF+ g •��G\STFR� 9S /— B ............... Roby G. stock TO Y I . STOCK State of Texas Registered Professional Land Surveyo '�,Q 6412 Q" No.6412 Op O� Date: January 12, 2023 <, O iU NOTES Basis of bearing being U.S. State Plane Grid - Texas North Central Zone (4202) NAD83 as established using the AIITerra RTKNet Cooperative Network. Reference frame is NAD83(2011) Epoch 2010.0000. Distances shown are U.S. Survey feet displayed in surface values. 2 E 49 - B BAIRD, HAMPTON & BROWN engineering and surveying 949 Hilltop Drive, Weatherford, TX 76086 tstock@bhbinc.com • 817.596.7575 • bhbinc.com TBPELS Firm #44 • TBPLES FIRM #10194146 L11 SURVEYOR'S CERTIFICATION 1, Toby G. Stock, a Registered Professional Land Surveyor licensed in the State of Texas, do hereby declare that this survey is true and correct and was prepared from an actual survey made under my supervision on the ground. Further, this survey conforms to the general rules of procedures and practices of the most current Texas Engineering and Land Surveying Practice Acts and Rules Concerning Practice and Licensure. �P�E OF. TF+ g •��G\STFR� 9S /— B ............... Roby G. stock TO Y I . STOCK State of Texas Registered Professional Land Surveyo '�,Q 6412 Q" No.6412 Op O� Date: January 12, 2023 <, O iU NOTES Basis of bearing being U.S. State Plane Grid - Texas North Central Zone (4202) NAD83 as established using the AIITerra RTKNet Cooperative Network. Reference frame is NAD83(2011) Epoch 2010.0000. Distances shown are U.S. Survey feet displayed in surface values. 2 E TENANCE Drawing: F:\joo \cuz,\tsiuNuou r<rversiae u\ui uesign ac uratting\ui aurvey�ui exniorts\uz atormvater raaury Maim. agreement—tast\swra t7fh1b1t.aWg EXHIBIT `B-1" DESIGN PLAN AND SPECIFICATIONS M o rR.CEEEo PRE- 0i R5w wu 1�w s .aN rE afro mou ©m rs oureuc mE o-% smreM GU.' T rT,=1 1!A71 TNuulm - ETA S"O-Leis): �T/caxc./Euia osvrs w.�i.Pa, .wo aoors xr MlMov 1E Tl Ei O I_eTi. Txx l ( is 1 isrM iwo wE uwiMUM Iuixurts) nwwuM IMixNuu) mcuylxousx m (p vm cr rtcu M.w6u 6uxrnE NIErem- WEIGHTED C VALUE I D.07 CTgVED) AOREA C(UNIMO PROVEDI TOTAOLMIA WEIGO eEDCI O.Oi 6 0.21 0.90 OA] 0.30 0.88 0.69 0.28 0.90 0.59 0.30 O.Bi OA9 DRAINAGE CALCB 11-Y,I 22-VrIl S--Yr1)1(0-Vr �(,5-Vr 1(,0n0-Vrl l-Yrsp 2(-cV6rQ 5(-cYfr;JQ 10-YrQ 25-Yrp50-VrQ 100.YIQ AMA ID 61 AREA �ACI IIT.�1 (,0-Vr 090 IO!GO D.II6 D.li S.mf SNsr ).��5'� B./0� D.2? 6�]]$ I G.88 M r2? M I �F��.i Ul DETENTION POND A 69 DETENTION PONDMS A3 0.21 0.90 10.00 4.06 4.71 574 6.51 ].55 BAO 9.24 0.]] 0.89 1.08 1.23 1.43 1.59 1.]5 DETENTION POND A4 O.OT 4.90 10.0 4.08 4.]t 5.]4 8.51 ].55 SAO 9.21 0.28 0.30 0.18 0.23 0.38 026 0.41 0.91 B. O.SB 0.53 0.40 0.59 0.44 DETENTION PONDA DETENTION PONDA AS 0.16 0.30 10.0 4.06 4.]1 5.74 6.51 ].55 8.40 8.24 330 3.83 d.6] 530 6.14 883 752 DETENTION POND AB 090 0.90 10.00 4.06 4]1 514 8.51 7.55 8.40 921 B1 B2 008 0.38 0.90 10.0 4.06 0]i 5]4 8.51 7.66 BAD 924 0.80 10.00 4.06 4.71 574 6.51 7.65 SAO 9.24 023 0.0 1.31 1.58 0.32 1.84 037 2.20 OA3 2.55 047 2.84 052 3.12 DETENTION POND DETENTION PONDS B3 036 0.90 10.00 40S 471 574 6.61 7.66 840 924 128 l 1.82 206 2.39 266 292 DETENTION PONDB BO 0.22 0.80 10.00 d.06 4.i1 5]4 6.51 ].55 SAO 9.24 0.82 0.85 1.15 1.31 1.52 1.69 1.86 DETENTION PONDS BS 0.2] 0.80 10.0 4.06 4.i1 5]4 8.51 7.55 8.40 9.2/ 0.98 1.15 1.40 1.58 1.83 2.04 2.25 1 SO DETENTION PONDB DETENTION POND B OUTFACE BSa 3 0 47 0.39 10.00 4.06 4 ]1 574 6.61 7.66 SAO 9 24 01 0.86 1.06 1 19 138 1 54 E 0.68 OAD 10.00 4.06 4.71 5]4 6.51 ].55 SAO 8.24 1.35 1.5] 1.91 2.16 2.51 2.]9 3.0] RIVERSIDE DURB-AND-GUTTER NW 221 0.30 12.00 3.]2 435 535 8.08r��.OT T.6Tr124 4.06 4]1 S.i4 6.51 246 2.87 3.54 402 4A6 521 5T5 E%. 24'TxDOT CULVERT DETENTION PONDAPB PA 0.31 0.80 10.00 115 1.34 1.63 1.85 214 2.38 2.fi2 0.38 0.80 10.0 4.OB 4.]1 5]4 8.51.55 8.40 1.49 1.SO 2.02 228 2.68 2.95 9.25 DETENTION PONDS 6E OBT 0.49 10.00 4.064]1 5]4 5140 1]4 2.02 2A6 2l9 324 360 396 PROP.SEEMRANCE DRIVE RR 0.]3 0.30 10.0 I4VI3 411 5]4 551.8.40 0.88 1.03 1.26 1.43 1.65 1.A 2.02 UPSTREAM OF PROP. SE DRIVE TOTAL 8.70 19A8 23.1 U 32 32.13 37.31 41.52 45.T5 Weir Outlet Flowhne(R-msp Wtlth'fd 55282 04- I Faq Allowed Required! Storage Tao Water Water Surface Actual Discharge(Q) Ac .1 Storage Actual S/ Weu Cceffi (Co) 3 E Discharge loss) (ac-ft) (it) (eleN (elev (oss) Q (S) (R3) _u'. red S Emergency Overflow 1-Year 077 0.2 8,500 0 55205 100% 11,800 139% ine (ft-msp 5534E 2-Year 0.89 0.24 10,500 0 552.90 0.88 100% 19, 156 182% 1][ 5-Year 109 032 14,100 0 109 100% 21,016 149% Wcrr 2E 10-Year 123 038 16,600 319 123 100% 22,214 134% Lower Orifice 25-Year 143 0.45 19,8 55331 143 100% 23,619 119% Flowlne (ftmsp 54 50-Year 159 0.52 - 0 55340 158 100% 24,652 109% Diameter (fl) 0.33 100-V�r1 ]5 ,fiW 0 55348 1 75 100% 25,600 100% Emergency 16 553,99 1632 100% 31,523 Stage -Volume -Discharge Rating Table Pond A Required Dart- Storage Volumes by iSWM Equations 1 1 26, 27, 28a, and 28b Eler9tion Area Storage Storage Lower Onftce Lower Weir Wall, O"I" Total a b C A Oa To Td II Vorehminaw P180 P1d Vmax Vmax lac-ft) Discharge loss) Onftce Velocdy Discharge Welr Weu Discharge lets) Discharge Velocity 1-Year 13425 0.85 (acres) 20] (ck) (min) (min) (ft-3) (in) (m) (flA3) (ac-ft) // 0.]] 1000 634' 6,688 1]] 7.38 8.500 020 548 87 100 0-. 000 0 00 0 00 0 0.00 0 00 0.00 2-Near \ '� 1 96 2 (�] p @A 10 00 71.38 8,400 2 19 1.74 10,500 0.24 Z 55000 1,966 1,033 0.02 0.411 000 0.00 000 0.48 5-Year 170.81 `5` 207 1.e9 1000 8442 11.fi00 295 243 14100 032 O 551,004.585 4.685 011 0.64 30 0.00 000 0.00 000 It 10-Near 203.93 . 9 2.07 1.23 1000 89.92 13,800 3.46 287 16.600 0.38 552.00 7,478 11,368 02fi 74 0.00 0.00 000 000 0.76 25-Year 2471 22.388 �jl -- 1.43 1000 9450 1Qfi00 419 3.50 19,800 045 553.009,933 20,068 046 9.98 012 153 000 000 0.99 50-Year 282.6 23.302 I 2. 1000 97.6S 19.000 477 4.00 22,600 0.52 Q 554.00 12,533 31,584 1108 198 391 16.57 1.87 19.53 100-Year 32207 24388 0.85 2 1 1. 101 1 21,667 544 459 25,600 059 J 555.00 15132.8 , 1,05 1208 498 532 82.83 3.21 88.87 C� J Z POND B C7 w r Emergency Overflow Flowline (ft-msp 551.8C Alloyed Required Storage Tail Water Water Surface Actual Discharge (Q) Actual .--I Width (it) 15.0 Freq Discharge Actual Q / Storage (S) Actual S I Weu Coefficient (Co) 2.E h (ac-ft) i1Pj (eleq (elev) (ck) Allowed (R3) Required Upper Weir Outlet 1-Year rJ 014 6.100 0 550.56 199 100% 11,928 196% Flowline(ft-fine 550.5C 2-Year 2.31 017 7,500 0 55082 2.31 100% 13,]21 183% Width (it) 0° SVear 2.81 023 10,100 0 55110 2.81 100% 15,859 158% C13 _ Weir Coefficient (Go) 3A 10-Year 319 25-Veer 3.69 028 033 12,000 14,400 0 0 551.28 55149 3.1a 100% 17,684 147% 3.69 100% 19,768 137% Lower Orifice 50-Year 4.11 038 16,WD p 55165 4A1 100% 21.331 129% x+ FloMine (R+nsp 546 5C 100-Year 452 043 18,700 0 551 80 4.52 100% 22796 122% W Diameter (it) 0.5C Emergency 13,93 552.30 13,92 100% 24,769 n C 06 - 1 Stage -Volume -Discharge Rating Table Pond 6 Required! Denbon Storage Vdumes by,SWIM Equations 11 26, 27, 28a, and 28b Emergency Emergency Upper Weir Upper Total Frequency a b C A Qa To Td Vpreliminary P1. Put Vmax Vmax Ele\elion 0.+ee Sto m9e Storage Lower Orifice Discharge (ft) {R'j. (fl°) (ac-R) (oss) Lower Orifice Veloclty (fps) 01er8ow O\erAow Discharge Weir Discharge VNocity 1-Near 95.835 13.425 0.90 (acres) (css) (min) (min (ftA3) (in) (in) (ft"3) (soft) 1.67 1.64 1000 351 4,1 1.77 11E 6,100 014 - Oischame loss) Velocity (fps) loss) loss) (fps) 2-Year 121.96 15 704 090 1 67 1.90 10 00 39 361 5.000 2.19 1.45 7.500 0.1' - 1 546 50 774 :1f 0 00 0 00 0 00 0 00 0 00 0 00 0.00 0 00 5-Year 170.81 19 435 0.90 1 67 212 1100 46 231 6,900 2 95 2 00 10,100 0 23 548 00 1.565 1.170 0.03 1 25 6 37 0 00 0.00 0 00 0.00 1 25 10-Year 203 93 21 09 0 90 1 67 2 63 10 00 49 101 8.200 3.46 2 3lri 120t) 0 28 549 00 2,904 3.678 0.08 1 57 798 001 0.00 001 0.00 1 57 251 ar 247 1 22 366 0 90 1.67 3 05 10 00 51 531 9,900 4.19 2 86 14 41 0 33 1 55000 4,617 8.087 0.19 183 9.32 000 000 000 0.00 1.83 50-Year 282.E 23302 090 1.67 3,39 1000 53.18 11,300 4.]] 3.d 16'Solt 0.38 551200 6.693 14935 034 206 1049 000 0.00 055 2.19 2.61 10PYear 322.07 24388 q-96 167 3,73 1000 55231 12,880 544 3.72 18,700 0,43 1552 00 9.133 24.769 057 2,27 1 11.55 349 1.16 2 BS 1 3 80 I 8 60 1 55300 11,573 37,042 085 2 t6 1 12.51 51,27 2.65 613 1 4.90 1 59.85 �g X - nAPaouwrz a' xaRnrA6sT v me retiliEANlost � � � � s'b //iit y� � �% - xomxwi mxlm of � walFcr rxwmr xo ,� — _ �� � / ^.: ' i � __ J'• wPAomw¢r s• mnR aP ro6 alumlui Mow —� � ! r,p' - � / — � = i O]6R1CIdi 6 R6PIX1lE itlN SETIN6IWIIYW -r — — — — — — — — � — — — — — / - -POND EMERGENCY —.a.m — — — — — — EARTHEN SPILLWAY "gar r I _ I I co i i I� I � I T 9 \ _ I_ r CONC PILOT CHANNEL REMOVED POND A 50 F.F.E.- 555.00 I I 7t I I I I I I I 1 I I I J r I I � I � \ i�SP.Po I F.F.E.= 555.50 FI.F.E. = 555.00 / I 'StlT5.02 u) N E n mr E49 Pq LM_MT cRM>hlc s v P. t zoI -D zz . u) IE2M M - TOP a CURB C -CURER TP = TOP a PAY W CB = EXPMEO CRME BM TOE F.F. E= RNISN RWR MAIN M = TOP W N N = GROUND AT BOMM W NML as mom COMURS �PROPOSEO COMRS PROPOSED SWNE —RL—PROP M MWE LINE y ORMIME ROF oIRECTON m]E: All CURB HBCHTS ME 6- (05) �OIED OIHERMISE. usnrc v�nAx m 116�5'roPVIR'" IINNNI16R4.TBOR sIF PPR0RMPPR--. E EM C - MRWf -M RN6 UR66RMr,RPF oPPs ro uM�A� 6 IR. R 4w �B n Q650 o-oso R� Nw61.�-"e W R TYP. POND WEIR SECTION W66 U) z 0 U LU U U) 0 a' U w z Q J D z Q J D U_ cQ G w U a 3 P a POND 'A' OUTFALL POND 'B' OUTFALL N0iEStPIPE MnTERIu sxuDE E"HER RCP OR HDPE MEETING 1HE SPECIFICOTIONE STATED ON 1HE PROxDm ux[ S1ORM DRNN NOTES, SHT C100 2 REFER TO SIR C10.03 FOR STORM 560 5fio 560 ° xF^LL n — 560 DRAIN DETNL �ID- �� 550 ---r - 1s 550 550�1pPE tt�' 550 setI 1 - -� 540 —! Irx ��� Eg o= -- 540 540 W 540 = F I=`-� 530 — _ 530 530D PE 530 11 \H1 t 520 8 q = g �.0 520 oC� SYn e�✓' ��'1� H: 1' 40'1. (22x34) H: 1 801x1 ])v ill 0510 50 o+oo 1+0—o+Ha o+o0 1+oo 2+00 m TABLE OF VARIABLE DIMENSIONS AND QUANTITIES FOR ONE HEADWALL°@ 40� i Va uas 012� 4 W]/xJ22X or one P,ps Repsl z,y,o_ 3' L3 for eocn=oasts P pel OC'Y ana W JReenJCCYII 9'I L20�I Is'� s'- 5 - 9'�=" z��i-_zvj3•-4i1 /�IL09 3 - 4 -i0 /. 99 },-A- J 2: 0.) - 2dJ 210.J I 3--1j 24'1l B'-02� }'-9� '- 1�45'- 5•-o)i3° 1- 43J0.4 .-4 5•-iJ I5 �. 3•-T'1 Sfi 4' 6'-'�'I I73 1.51 3'-I111 56 B.SI 0.61 lI - 4 % fI 30 /' 9'-II '/02. . }3,I I - 8'J 5--10- 6;- 8 JI Z9i Z TI 4:- 4'/I 65 6 - , i - 3 11 I6 .11 4 - B' TI 0.81 0.91 / 4' 1 142C13'- 5 y 5'-Ifi % J 6--10- i'-,0 lr 211 2.2 5•- r BI T - 9'- 0 Al J 290 2. 1.01 1489'-l4 54'f11,],-Si.J6:-B%;/ 10'- 9'/ 350 3.1 6'- 1/ 10:-4" -I'/ Ie15 5 6� i51 � T 2.1 60FFq,120' 12 r I- 3 Vx l - 1 '/ -IU'/i ✓J I- - 3 1 9 5. 12" - < 14' 53 22JJ - ......!!!!!!� 9n 61: 2.5 2.91 f 2. 9: L2 22'-e% IB•-5� 13--," 56if 1f -4 3.}I 0 2" 6'. 3 3" I J ' 9" 2 0.2 lz� 15"l5 2 118CAI 8'-6 5'- 0" 5'-49 133 5'-9' 6'-]Y 1166 (f E'- 2 28.10.3 I.il 2'-8./I }�0.51 121' 9'-IB I3:- 4% 6'- 6' - fi�A III I.61 3'- 1'/1 40 0.61 24� -0J3 'i// 27 12' -1"1 ]'-3' B'-i1'/ 1221 8'-1' 9'-2i6 J�241 2.0 3'-T'/� 50 O.TI 2.1 3'-II'1 6J0.81 A,I 41 33ll'-'y, FF�A'-4Yx •/ B'-09- 11{�'J2BT 2.i1 d:-4/'I T'/ 1.01 .. /Is•- 6 P 4'-i, i:� lo.- 3.. 1�-10'� 313:si 6.i"f� sc I<6'� •-1'/x 5'-11j i14'-9.. 3' 16 Y1� 4241.. 51 5•-10^1119 LT 48' 21'- 1 Y ii - 1 Y, 0" I6•- y 52116. 11 6'- i.dl 146 54 23'- 5 T 5'- 6" 0 111 1 T. 31 T•- 6./� 106 2.} 2.9 z' 60I25'-9'A' I /x 1 66'�13D 2a' - 1 J T- f('r=- IB-0:' 19:-1i %x'1 ]0]IB. TI B'-3 219 6- ;, 1 4 . l 1 e: - 9 J J i°.i1 3.4 9 3: '- 4 B; B'- 5 R I 12'C1 1'-l0 � 2'- El 9 % 1'f 20e - A -I 0 - TL 1 s z1'- 6 '1 ' 91 1 9 24 O.J 6'- 0' i'- 0/z'I I.5 2'- 2 3' 0.4 I0�1, 121, 12'-23:�3'-4% I 1 24 13' - 9 '/z 3' - 9 % J ]'- 0" 8'-10'/'L , 4' J 0.5 0'-0' i0:-O' 254 2. Y-11 5i 0.7l 9' - 0" - 2' 295 2.0 1:: / 1 0.91 2i'�I IS'- 3 9'- 10'- 8' 12'-13 Y,'1 32 3.31 3'-11 T 1.01 I' V. "A6Ya4 "4U' 311 3.51 4'-)101� 12'-8" 13-5(z'I 4171.31 t3'- 8" IS'- 9'/'1 464 5. 1 5'-1'f tt5 I.TI 15'- 8" 10'--10'1 6 i6' 0.1 141 2.8' 6'- l✓1 1T5 2.81 811 101/'1 863 TI T'- fill 226 601,:32': 3 l:- 3 % 122'- 66.130 l/ -10 '/i JJ,� 2. a 26'- 2' 9B4 12.i 12. 20• 5 4.31 0'- 3f 264 4.J1 0:- 9 1 S00 � 121 -ly1 e'-5/I 11111 IA.T- ) 26' e' - o-9/'Ilzell $ 39:- q.91 9-4AJ n, s.61 1- 2- I2 11,3 - / 2'- 6"J 2'-9% 0'- it 9 4 22o � 10:-0 264 2: s) - 9AJ 20 0.41 2'-21 3�0.51 IBC,I, 1'_ 2'/zJ 121® 23:J3'-d%� 11 - l 13'- 1'/'I 326 3 �LJJ 15'-O'A'1381 1.41 1'- 8✓✓1 50 O.TI }'-ICI 69 0.91 24 ll 4 %�J 3'' 1 ;}•-0" 4' - 6' 6' - 9' 44 � l }' - d it 2 27121'- d J A - 1 J 3oCC123'- 5 Y. 1 /z '6'- 0" IB'! 5 x' 506 5./ }'-It� 96 ]'. 6" 20'- 2 '/ ' 58 6.T�� 1.0 33C25'-5%�44-8' 36 12]'- 5 -II %x- l 19'-0" 2t'-t1 'A'66 /J T. 8 20'- 6" 23'- 8" T2/ 9.0 d'-8'1 2] 2.01 5'- t'/� t4q 2.31 141 F�.31'-6A 15'-5Vx" 23'-6" 2i'14 II 1.51 5'-10'I tT9 3.01 4. 230(i '14'/'141'- 4 %J!J 6'- 0 t" 60' 145'- 4 Y. I i'- 3'/z" 36'- 0" 35'329 y ' 141'('fi19. 21 34'- 0' 39'- 3'11619122.91 6J 1.01 0 - 3MI 353 6.01 IA - �• �� //--�\ x x ' + 1,- 01 Oaanf if;ea snow, ror( (conc +e,c ma,ona 'ncreabe a I an y f p' Far ven;a < caoea a Q roan 3" apove iiWn2snea craae� C W s a reau;remenfe. NO e"or e eaaary ana 1 oe reGuceo. e na sea .' ce mace n TABLE OF (� TABLE OF IRE INFOII ING STEEL rFONSTANT DIMENSIONS o I Bar S fie Spa _ I A 4 0" I B • 3 fi' _ ' ' _ os� p� - 1 (// _i.. - of ELEVATION aaanf1 d ana np Mrona campenaaron w'II pe of p•ea for in'a wore. O} Prov;Oe a 1'-O- foot fins as shown where reauire0 e°uaorle oeuaa''oA are roe one afcearar< ens only i u n" • 3 - i E a 5 - 4 1 s • 3 2 o. z. 3.. 1 n 1- " 2' 18 t•_ `I ,•- p• 2•_ 21J i, 7eA�� -0' 2'- A' 24� •- f� r- 0' SnOwi na aimenaicna Q yin Le th " 6- f 3" x 112,2 x L it .12xH-3..xI1z1zzLTl_,., © ieM9Mao( eilpa Oases on sl,l 51 ope alrn9 finis • I II • 5 - 4 I 33C Z -110J ;'- - 6'°: 4':s:: J ]� 3' S•- 3• IW 3•- 0 3. 5._ g.. 172 x/2 D C 0 1 3'- 4 11'- 3 - 3" I. P,pe 0, Pipes fI Bars F I z Bars 5 / i I Bars E Q IBara F Bars C W A BARS V Bars Bars 6 Bars Bx . .. ... ....... ...... ' . Ax ... -..... ........ ... v, -v PLAN M araae 0" 1 ooaxay Slocel -D. 0tta Bara ecer¢ E 2 PorOe io 5 fo D�" n Can=rac(or ¢n �cDI ce OBars Woara a Bara . B BOrs'S x y Bara F faceofDwll. Bcr¢ C li Barn D Bara 5 - aO Bars B II Bags Barb GLBara A O Bars A, - . Bars B TYPICAL WING ELEVATION SECTION A -A i� Y BARS '-an 120" 9 9"fy4n BARS B 6 B1-Bc GENERAL i NOTES. Scec, Ficaf'0ns. n I. AASHTO LRFO Dp }neeo ¢qll ae DI faparsD2" Ir- e __ OC"Ga I I 3,11I6NO10 la¢m i n limn c re¢¢I ren9tnn°F alran° rasa ineae cal e�f neaa-T l;e ananfea �• avl a. naPanat.axwn.n,apna(ron sea an CONCRETE HEADWALLS WITH FLARED WINGS FOR 0° SKEW PIPE CULVERTS CH-FW-O CT,�r xue9' pm 1v. �wrlo, pm )... ar —+-,e^ HOPE \ cH-Ew-o HEAowAu O�O WEEP HOLES reic orere ' WEEP HOLES PWER_3EA H E EXISTING I_ r EE— "N, r�SO — — —... �Eo-,REa RECENovEre WEEP HOLES wEEP HOLES CA I IDR us C MODIFIFD Txnff CH—FW—O SEr, b D 1 W 1 SIDE VIEW�w`W PLAN VIEW CATCH WIN ; 30 IT. FORTERRA rb•.z�• 6' MIN, AND 1' MAY, 6' MIN. ANr 12" MAN. BE➢D NO STORM DRAIN PIPE HOPE OR PVC EMBEDMENT µ.i.5. MANUFACTUPER'S PEOU6EEMENTS 12' MIN. TRENCH WALL CLEARANCE (TYP.) co rCENTERED �.s TE re TExIl 0 STEEL PuTE *11 TAo CEN Ap E [1' OS�tl 3tlH RECC.DRETE CON 7E EN AIGH ti ALIGNETOP .51 CRETE N�rv� !a � � � CRETE aPENING LAII AN i I" RENTER I Eo n HCRETE APERRE i APERTURE OPEN NG 1 I —CRETEB OPEwN 1 ! � L �y 47. L ,F ,aI— 'A' O„ SFALL STRUCTURE wsE EL- rvi[ . `.�—� 1 OPENING IN EL O..NiNs a Po so I aoi�o_'Puoi orAH�E..?���' �Hs os \�%�% F� 1 POND'8' OXTS�UCTURE 0 VARIES _ (PER PLAN) PER GRADING PI AN 1.00% MIN 0 od NO. 3 BARS ON 18' CENTERS (TYP) EACH WAY OPOND CONCRETE PILOT CHANNEL N.T.S. 0 N LM. SILT FENCE 0 STONE OVERFLOW STRUCTURE W E OR FILTER DIKE ® ROOK BEAM ® CONSTAOCTON ENTRANCE O 40 3 BO 120 �Ip INLET PROTECTION GRAPHIC SCALE 1" = 40'-D° (22N,4"So 11 FROSION CONTROI NOTFS I SIORI N1N NIIIIIIOH PRN101RX %RI r L, BE NRW at,lE OINKS RPMSflId1M Pon ,IE RWFCf x ' ittaRNN¢ RTIH M Rwmuns a 1N 1.0. EFxFRAt PFRte NR STdiv N1FR p¢MAG6 ASSOCWFO Nx COXSTRXiNI 2 . CONNCIORS YLL COOLr NIIN THE IEOUIEIp B xR xIEM a TE rRDEa CBNERu RSNB EN SNRI NON 06CWNCES Na wn1 TN xcicac aw asu YrrwL Fxx axsmlkrolr. E1(N D]MRRCIM SWL ROR OT E I 10 INE OW N POWROX PRNIngx m11R1unTI FOi E1ON SUBCOTMOTN E NNR( IYMOS M mB PROn TO THE PERORWXE a un RORF BI Sb SIBC]NREfpi. 1NESE CFNFNINR SNNL BECOIE A wm a TxE mx THE A THE tlWYpXYNO SHAUL a,YttxWISRN. M K'IMrv, A . ON YOplGlpl6 ro TIE YFA41A3 MILL E — w THS tlxiRM'fO 11 THE COITROL N—RES RIDE NiRaM OR IF ID.— CCNRCA NASNS NE RCFSSMB. o Hxl TMLIa16 a uW ulo/an m drto IX o/m HEN MWdf. Pun lwca11 IMi O[GwS SMLL BE RNaFD IYUFDA1TLr BY TIE CORREIOR. B. IN. PROTE . 9WL BE IIRTRIEO AT Ill NETS TO PRPEIR SENETTS ANO mlLs FROM fNIERNC THE SNORY OWNYE SSIFIL ). A II, PERYEIER C SINx AS SKY RMCf OR TAWNII/X REDIYEHT HLOR DI SHNL BE xSuUBD Ai Ill OGMN SI.aE _MM AND xumT ERDR, — OONS ON, ONNOND OR DIVER mIRNx Xx IcmRES ARE TO BE a 2 TO IDNCETR PROF— AND/OR TO —ING -BRS CALLStt BY IYRpl41r IHSINTID N — WAIIREO FRXNI D]N— YWSUAES NL BE THE —NI- OF THE D]N'IMLTOV. M HE a THE CO HOCCR SHALEMEASEBE RESPONSIBLE FCP THE MOROSE. IRO 06E6Y a W 9OSSON GN5FD BY HISOI—OXS AND/ON FNDERE HE THE mxxu B SYLL B.- No PHaFH11 OSPCSE a ILxlRNRAlFO Slr /HO SSUEM FHw EROSON mTHOL —HER NTHx R RENRES A omx a Bx 1N1 INcxEs DA IRPN. THE RP¢RVEs OF T (N 1EAVRNEs. 11. 1xF mTNf OF ONF-H-RYNM INa 0A OFMTER TM ES%YXE TE 1MEOBM1' ESSUOF TIE fROSKKIPIII I CONIROL YMW 65. A NTIET IHSFECTON REPORT xLL BE 1. NTH THE — MS xSECINN — NOr 9LEVE TE CORRNIOR a -=-I EN INSPECIRH .WO wNTErwa a 1XE ERDSWI COHRNL IFAS.RS OR NO — ro CORNY NH TE INTENT NNO CONOIRw a TE -3— L�NEPAL PENT. 12 ial KXKHi To PL- RE SJ am oLDs WMANr Rxar. SEmrt N'ER UND SET IENE, gTIWmm CONmSINNED Ie OR IS. TN OCRRM:TN SNL SONSUE AYI' AREx M1Eff CIXIRRIICIRN ILINNIY E ro NE ROMMON BT ON PFANHEITLr CFASD] FOR MORE TNN, 14 ars. 1A. nE coRHAnoR BNL RxdLxrt A oXRRE 1R1M wANNn RXA wsE axcRTe ulo AswwTm NRER uR w1BRR RYAL x NAafRLr oBPosm a x Axamw¢ NTnI IrRxulE Rcuumla. IB. nE ouTaETm BYEL caIENET N BETN m anEn sttL PnDEcnw NANRE Fan xx TBEanm FN¢ STaRaF Txx(s) ax mE n. E sole wYPs xE IIaD ro RNrE NTN EROY FRGWNfD xEAc nE oBauRa swL a tttERo To IEFIOif smRon xR oITEx POLLUENIIS afVfi 1ME N1N NGNR 1N SE la ERPSBI caxlHx YMSR6 wr arr E R,vs x rRN a IxLLrs off Ix nnRELS ORRNa wIR an BOMCN aNl¢ R TIE cannAaoRl INc Ro x wNYxa Nnx acloNE al xR xa4 a nE uuFl wTN Aa. mxmwaOR sNML R1N1 HE EN CdMLl9bN a TXETINE Pnoli REE CRA Rflc On �1wrs%rOESOR Y D— M LE1 1- mI S— NDESIB of Rrr smRon mu tm Br uE MaEcr an uroartD n A xvRr a woRax canlmL Ecaus. IB. THE BOOKS III SMALL BE REOEIFD IS BE ON SE ONc CONNRIORX AT RL TRES. BL NL LNf OR ttL SOP6 BNNL BE k1 OR — LNESS ORENEE 91BIR1. — np pnRr wnRlx p N.S. —'S xnTRr< 1. (ENRY MIL ONUNHO IDIFNR SIWL IWf N N:0]IIMLFOR ER75101N a1TMR PLYN , xD FlllEplkpWI6IMETM m ItlM tlGN�EXC 5 OR YORE KR6 A W1 P! OF R E ATE q1 O11VNR Mp 9WL ff NPLFDaTO RE CO' OE BURO1 - m ISSUNNCE a A ORNNO PF]MIR. ONE ESP SRNL BE FMl4OED ro R. MNRINS FRUSTUM CONIn0. ORIIXP �.) — TO OBbR. O. THE CSN ON NOR SWL BE PWl[0 IN A NOd1N1 VENIRE ro THE — aTE LOEIRUONI IS NIEIEIE xR NOSE a ERRLxrRN (N� 9JS.STIED. THE SNRY w1N POLVOON RES4TIOON PLAT WI) SNLL BE ff/DLY AWL/RE faN TtN BY FERNL STATE. OR S, NO 9OL oaT.NxD ACTNO6 xu OCOIIR PROR ro M mS, Fa, Nq 4OWTm HSf Y.YYHYBIf A4.M5 (euP) RING Ivor N1fIEMFO, RR THB1 NON— OY OR a PoR Nnx ECU. A TIE O1XI0.�CIOf SNL COPLr — THE CITY a FOIR — SIORN NTER ORONNNE TE CUNNf NCICOO BEST ImNAaLIENf PNLIXE INNIML ME TPOFR OENEpL WINRXTM — TKRISOORX AND AYI' — BERE -M LOLE IEDUTAIONS. 5. I E B E SNLL BE RESERD BY THE O ERNOR OR HIS RI NEpaY, AND ILTER NN YARR S ORIL /aWS R/RPNRS TO I E EROSION CONRY MEAERES RRL BE YNX R N®iD. THE CONT—OR SITYL NOTIFY OIY a TUFT MORx FCO Of INNIIBNR/AFMXIS SUbN RRI IND RXKNRNR/IEPNIS WY BE IHSPEOFD MD MPR1xID BY RE Ems. S. CMIRKIOR S ALL N-1fMAlf ALL OIIIpFD NE/6 RXXOa1kLT UPoH OIRNOX OF M/DUC u.'Nmn6. Nwi KCFPfuH£ OF A sIE SMW BE OONBB— YPoH NCONM NNIO FSTNLNED IN uL OSIIXI® IHAS, AND PnOSH NOT SEN.— to 1xE sTUE ACav THE Na S— BE NB.UFD 10 TE OT' a FOB NORTH. ]. fA09MNCpNIPICIOR 11H1 E cODRMNf YSNLLE RESS IYHE Fixi AW MWa ICWSfT BY THE YF RS, IHO 1. — aJxf.E,.. — ZONE A O� BEE ORDT®POON— RES— GENERRED BY THE PROEOT PMM.a OP ED AS PA 1REERJJ 7 EER BRON CONIAOH6 IN TIE WDOURES B. COI —OR SIWL CUTELY NX THE ORIY TEOINIUL WHUY CONSIRICIRN OONROLS FOR ORE. MwunON, INSPECTIXN, AND WNEWNCE PEWIRBIFNS FDR FROSON AND SDIYLM CONINOLS. R:• FIUER STONE coNcreElE Elo wINEoRcx ,ER ❑ ❑ ❑ CROSS SECTION _ER NE INLET PROTECTION —DROP BLOCK AND GRAVEL IocT:'041,it7o-- ISOMETRIC PLPN V:: W I __ AS SHIA. NN 1— _ I TV �GNABI —� � �B SBB � NE i R —,ISEx�SON� �R,DE PAUED SNREACE PROFILE S VIEW '"''T" As snouN aN aEnrs sN UI <s� B TO PLAVIEW NNT SILT FENCE N " �+'s °'•"""°`" STABILIZED CONSTRUCTION ocirt•Dah iozoA' ENTRANCE ocr�Da�imaA •` I I f � Va 5«EAT«NG fLONI 24' MIN. DE 3 R ceDss rSECT10Ml N.T.S NOTES: 1. USE ONLY GRM9E0 NOON l-MHCNE" N OWh'TE4 FOR SRiFMI FLOW GRIXNON. 2. " RGON BERM SPI LF. BE SECMEP WW A WOVEN WIRE 91EXNG «HYING A 6— OPENIND in 1-HEIR AND A MIN. WORE Oy OF 4 GM AMID S BE BURIED IN A TRENCH APPNdVMAWLY 3 DO 4 pK4B WEP. d THE RM BEAM BN'EL W ITER':U AS SPEL]FEED OI FIRE MIPFR ANU MI VE lI0tNF d WHEN 1+ gRuMRf CF13ES M R13LTxDN AS A04YM WE TO SRE MO(IININ.MTION AVONG WE R)35 MA`JIOII[ CGNSTRUCR[N TPNFIC MWTE EIC. 4. MAEN S T 16M. IE5 A D" E= R3 plE-1NRD OF WC NW«E RF DIE REMI DR E FODF. OWHICHEM 6 M, WE BLE 3 RE IRMWM AND OI5POQ0 CF RROPERLY, ]. WHEN WE Siff RAS ABVIM DME AABMTCN OR ANOTIiR EBOOIG! OR SENMPMT CONTROL ODWEE 6 EMPIAMW, THE ROCK BERM AND ACVUMWSED MT SYEL OE N MaFL AND D9"DEM �F PF . APPRVrED M1MEli, ROCK BERM DETAIL RUNNGF` SOURCE, POST MIF BE EMBEDDED A MINIMUM OF ONE OUT 2 TIE TOP OF TIE BUT FENCE ­ BE TRENCIED IN TH EENCE DILL ". TO°PAEDAF — FROM-1. NGI WOREFFAU 4 SET FERCE SIGNLD BE SECNRETY FASTENED To FAIR TURN IS OF FOOT Rua, SFU R F.AsTEIED MNERE ENDS OF OFFE MEET IN. . IN- RE WUUI EVO. AID AFTER `1/2' Ra REPUCEYENEs BE NI MA NO ED COMI — J�I AS HOT TO STUCK OR IMPEDE FEEF FOR LOTS "III A' US SHALL BE . FEEL FIRM OF NGFEV�EEGL M THE -IF A011 R-'7 D uZi ERNI DEN OR WATEPOODURNE USING APPROVED METHODS r REouwRPROwwc TOVNw�— RIf �IDFINSTPUTDON I. �TSFNA J ;�;•; ' 1 • (31,787) SFS \ PROP. PROP. BLDG. "B" REMOVED POND W 32,798 SF I SEE DETAIL OF :' F+ LANDSCAPE AREA � •� RH PRINT NIBLLVN110N KEY '•`••• ••••• H++ *+*+ .• H+++ +++ CE BE � w I* °ni ++*+*#+*+"+*+ +++++ ++ +++++++ RNRIIBS + +++++++++ REA ft. C,.Wk NbBR *+ *++*+*+*+*+*+*+* OBI DaN III Hnlly s+++++++++++ Q CH co bm Hnlly R*+t+++++++++++++++ TS lhMnar El- Tezoe Sage +++ ++++++ a GSNL Wit Smmm N.,di,. +++++++++++ Big BIM DIymH *+*+*+*+*+*+*+ BEFOREYOU UIG +++.++++ SFS NO q.. B—Mdo Sod Z HIS Sq.. Fmt Wch + + + + + XOIFSN ror bMemped er® irol ba Meretl by m aMmvDc inEergrmM Inholbn eyelen +++ ttM'�'+ UAR NFFAtl YN Nin bM MACA W Ww. System moll M dagnM by o Tam cnNtl ++ �+ IM9Wv, gM * _I. by u TTM— U—'mg— Iu Il r. D,*I, oM IabloBm Mot +*+++++ ++++ Q mNbrm m All a1mA bM appimde Tam Carmivbn on EmiranNnlal QuNKY (TCED) ++ �H+ Z U d n nm mifi9 br m e w, e k tl re as WxMW wdl +*+*}*++ br •INM w M Nio.n m De vad. Renwe H MM mde orgy +++*+*4 4+++ W � CITY OF FORT NORM VNDSGPE REQUIREMENTS I + ++ A 11DD1 MEA OF SITE 252X3 5F l + B TOTAL AREA OF BUIMING FOOMNIT 59,59E SF I ++*+ C *7 SITE ME/, (A MINUS B) 193.265 SF ++*F 1— D LAND Wf MR REOUINED ( C . 10%) 19,327 SF m ++; E VNDSaRE PRONDED 9N,551 SF I ++ LANK Ifs MU REQUIRED IN FROM YMD ( D A i5%) IK,A95 SF G } wG VNDSCME MEA PROADED IN FRONT YMD 37,521 Si H REQUIRED 5 GALLON SHRUBS ( D/50 SF ) PROADED 5 GALLON SHRUBS 3m J REQIM 5 GALLON SHRUBS IN FROM YMD ( H . 759) 291 K PRONDED 5 GALLON SHRUBS IN FRONT WO 293 8 NL ROSE CREM 1111 DWMF BURFORD HOLLY, CMISSh BILLY, TMINDER CUI JI)'I SAGE MD GULRSIRFAM NMDINM ("7 PIMTS 7V ME REQUIRED TO BE RNITED BY ORDINANCE THEY Will BE 5 GLLLON COMANER SIZE. WITH THE IXC-ON OF NEES, MD — SOD (NEEDED FOR POSSIBLE 00" CONTROL IN DISTURBED MFAS), ANY OTHER IANOSWE IS NOT REQUIRED MO IF INSE_B. WILL BE AT THE OWNER'S DISCRETON. i•. •. •. •. •. •. •. •. .. •. :• n F1c1 � Is r (1,827) SFS OPD t//P Pc C Rp,�R TEAS & T T N � a . m I m ■ /m I ■ 1 ■ • I ■ (2,428) SFS 1 � ■ ■ �W (444) SFS _ 1 G�G■ 1 ■ 1 = ■ 1 I ■ T (395) SFS ■ II f ■ 1 ■ (150) SFS + ■ Lo—= ■■■ c0 51) SFS / i co (3) LO a (6) CE' — 4; SIR (3,9221 HM r) z Lu ry z 0— o rn (D rn < LIMITS OF FRONT YARD AREA ------- — ---(1) CE (SEE LANDSCAPE REQUIREMENTS TABLE) rn X. rZ REMOVED POND A y(3) LE x 3EMtt 1 w X/ w oc U. 0. %N It RCA Ram, c� CH C46- SFS TS R-.W Clw T— Sap / WH Dmad B., Hd� (31787 ja� y 1,503) SFS MN Gul Sham W"' PROP. PROP. BBL Big Bim UyWH BLDG. "A" BLDG. "B' 5� Fw 9— 26,800 SF 32,798 SIF (4) CO ��•• OtiO�_pr04�, O ��� awl gA INTO AMR Poll� 00 W, ,.,,�.. PLANT SCHEDULE Tuf CODE OTY COMMON/BOTANICAL NAME SIZf HEIGHT SPREAD 51-NG W IO GM1lnkapin Oak/ ....... ...Fllenb....l 3"-35" 12'-14' S' See Plan LO 7 Lve Oak/ puercus hrginiana 3"-35" I2'-14' 5' See plan CE > Cedar Elm / ulmus crassfolia 3"-3 5" 12'-14' 5' See plan LE 6 Alee Ldeebark Elm / Ulmus parh`olla'Nlee' 3-3.5" 12'-145' See Plan SHRUBS CODE OTY COMMON/BOTANICAL NAME SIZE HE1G Kf SpREAD SpAC1 NG RCA 41 Rn Creek Ab.h. / Abelia x grardiAora'Rose Creek' S gal I5" 15" See plan �+ DBH 94 Dwarf Burrord Heuy/ Ilex mrnuta'Burfordu Nana' S gal I B" 14" see plan cH 4B censse Ho11y/Ilex corwte -c""" 5 AlgI B" 14" See plan T5 125 Th-der Cloud T... 55age/le„copFyllum can --'Thunder Cl.- 5ga1 IB" IB" See plan O. 5BL . BIg Blue Llyrurf/ LI-lope mutc- -5, 31- 4"po, See Plan ® 65N 1 oo Gulfstream Nandma / Nandlna domestc.'Gulf Stream' 5 AlgI5" 12" See Plan GROUND COVERS CODE Q1 COMMON/BOTANICAL NAME SIZE 11*1 HM 17,9 1 sf A Bermuda Grass / Gy — dactylon nydro 55 75,551 sf s-L EDGING 426 If Bermuda Grass/Cynodon dactYlon sed a Ibesmm. a 61.Gr�ieu urYrsr.Yy eVBrrtau .mave.9.naw+w.Il r.gveneq �ownen Repxemw.mrra pea p.nnnvemnery.ew urmpecameaw po+laa W da na RI rewreviureanarcaem�wravr%mr�wiweuv vhhru mwn.vcepbde arrnouapmu4v.+arnaurM� kat wodarc rw ecn q.mgp. P.'a en Rl d.ben pen. c. wn.mq.aom mmmeppwa eyq.wmh newe„°urei°.nuy .oe caxw.wxa rearrom xe.werlreelsl�rcrn drwnnen e.eea a ummpmuawlar,mwt o.Iacn.o pew la para°p larrx.w em°aw en.n.miq. rw ww re �i�aire:�Aa m .mil WUNRIuleEM tllaMxfFE bmapemrg � rwttry�gouin.re.nieM1nrry lu mmwu n.uw®-eN+. �nwrrev Ian. ReatB. punr9 agaz ra P c aepi�m.a.�i.eal..amm(n an p..m m.petaw+omlron��°°ge+.ew`n mddrr.,,.rne.wu mr...I .ammn,..�r wnwm�wm. e p°mmr1u .o..na p.ewom wkw".;w IxA 1.,I a mxaa­—om...w ,�i°ream�m�na°n,nres,,..a,m.e ee,,,wm .,.ma..d.eew...mw ° N.en�ne om.r. u,�Imm.e.,m.imaewe.mm� er p.m,na°�a.. ne�sl ma L.mno m w®,a t,,.rm.ko. b .reur�ryrm «,man m .....I.m,m.m smuaw.rmm i:w:nrere ^•.. zU��mrm v w-�wu nom SINGLE TRUNK TREE PLANTING SOLD. N. m Seale DESIGN -BUILD IRRIGATION INSTALLATION DDga¢R�xF aarwc mr. s e Exr�.woeo TO ewoiExEw n° .wnn�E ns TMEE cxsnnG mxs,Rmwx E. aaus DE Pax,xc µD Pan, a°Eu° usmR" F s, EOxsi. sIT RE _ CEDE RR�.,wx. ISII A,rexn°x m THE OF THE °xHw s reEI I TIrnmf Ems POST RE CONI-ED TO TIE axI — nAx u+r DsORE-SED may BE FIFFENTBE PLMFES _PRIOR TO TO wn4DDS Haas SIM ON THE Puns TO DE SODDED. nwusF THE AREAS OFGRASS.D FIAND RDcMON APRTNX S NEEDED MID SOMI . DE � SEEDED 4Ar DIFFER E S4wRE ro°,A� aREEED RF ODwwr SPORT IN FUN, 4m. ID ExsuaE PER S uE Fs°nrvp10 N 1111r ere 1111 iD NO ISOINSre 1s REaireED ,O THE rrPa°Pranrz ...REs ro w wnExs REPREssmnmE aONNON ,xELED POsveEE OPn°n ro xrORO4OEcx w Armes sxorm ro aE NLI'4 nr 1ri4HmreoMuia Imx INMNwi mE _` a DRASS AND NYDROMIt. wTH [i,V4utu PRIDF iD HYDRWUEr— uE-1 vmx SBNER'S E REPAESEMAm�A�aFAS NATES �ME FRPE°OF GRASS SINLL CONFOR4 ,O ML CURRENT IFxnS CONNISSpN o, EM,RON4EN,AL °watt REWiREIENTS T OTHER AP`F E SAFES N 1= ME° ixsuuDON BID MIT NZ 11, BIT FBI TNE NETO w &TTENE _�N� ..�r �4mRwKa l-M / r uvR aoaae swmm - vAmar wxwn w a.voms I' A TO NET aw,wE m Haw omE w r �°� uvmmnmr i BIBLE w xm au-me� meow. a s.Orm a sRwE. _ am anNw,. MULTI -TRUNK TREE PLANTING s"d. No, R, Scale BID .. m xO, rmnm:.r •", . B"THs smaExnr m a�u is ess. m4mc mm aic-mio rc�waw n.e �wc wor a�u lma4� /I� /M1 /M1 NOTTESTEREFFLONR M. a ��I. ww 80 a asm wx aE® ur wm _ ,psis mmV. e .. �-I I -711 117-11 I I-1-I I e °° �•Y; e a ate: -; e lll��W ��mR� marn,ssoE� uwvx' '� m��1 11--II�I�-III IImIIIIF sisxn mrs atn^ pvA¢ ABERNBss Vr �suxr ie7 y su wsmwsHl �IElll ITIII�I II sm�mxx 11Tim oru IF r ,v vNOBTS wwS,u mix _ ItiIid wmiva sm °" roww"M BI wB,, _ Sh W W STEEL STEEL EDGING BETWEEN SHRUB PLANTING S[E4av ND, TO 5d, GROUNDCOVER/ANNUAL PLANTING NO,mS PLANT BED & LAWN 5e,mn NOFD ry Q Z Q J r U) W Irr ILL Z Q 00 ry BE aRo G 4G s x GRAPHIC SCALE: 8 ': �0 :` EManm BE x w/ — �\ / m eE rnFol I ti �4 Ra 11 1vmxs 11 \ � (FsseEFrrtxovEo) \\ \ � \ / a xc a-s° cxix�eExa 1 � 'I 11 • , PLAT NAME: LOT 1R, BLOCK A, NORTH GLENWOOD '., PLAT NUMBER THIS PLAT HAS NOT BEEN RECORDED �) SITE ADDRESS: 2370 RIVERSIDE DRIVE AND 2300 COBB STREET FORT WORTH, STATE 76103 OWNFR �� UNIT OPFR MIKE A�ORLEY SUNDIAL OFFICE PARK, L.LC. 775 WEST 1200 N STE. 100 SPRINGVILLE, UTAH 84663 801-489-3215 CONSULTANT EDWARD CHADWICK BAIRD HAMPTON AND BROWN, INC 949 HILLTOP DRIVE WEATHERFORD, TEXAS 76086 EMAIL ed.dwick®bhbinc.com PHONE. 817-596-7575 BE µ'(msBE R=N) URBAN FORESTRY SUMMARY ass' �r - rsers ro ee rezuaveo z<ea - r.xuuc wr.uo owve ais,r5 s.ssr,r �zrir,cnlior uue � � � � T H Q d Z Q J In N� LL U) L1J of 0 LL Z Q m S a aG eR nG GRAPHIC SCALE: 1' = 40, (12hx34 ) PLAT NAME: LOT 1R, BLOCK A, NORM GLENWOOD PLAT NUMBER THIS PLAT HAS NOT BEEN RECORDED SITE ADDRESS: 2370 RIVERSIDE DRIVE AND 2300 COBB STREET FORT WORTH, STATE 76103 OWNFR DNFI OPFR MIKE ORLEY SUNDIAL OFFICE PARK, L.LC. 775 WEST 1200 N STE. 100 SPRINOVILLE, UTAH 84663 801-489-3215 CONSULTANT EDWARD CHADWICK BAIRD HAMPTON AND BROWN, INC 949 HILLTOP DRIVE WEATHERFORD, TEXAS 76086 EMAIL echadwick®bhbi,c .. PHONE. 817-596-7575 w.AI-RoA &AF�CR E. LANCASTER AVENUE PLANT 5CIIEDULE ti Q URBAN FORESTRY CALCULATIONS Natumaa ForeArea xnt I wmeoal lal FL � Repuletm Nmry eezenanu aq Nner aeaucudeaw ]E s]s 0.56 I I ome�amW aro vexes e I J��qpyy 77��.yy I 0 s �FN%f��Lreabr��a xxaxae saaee I noanwuxua vaesl /A x. RSA I I reR+reawmN =meraeoarsna saaee T I I NIN e�Iwna unoyx sA.n Aorea I vlrmted 1A8�noaatwaccea covet N� aoe a_1. awl I 9e.n s I e brsAe n86 I less exkniq �p @« &mil ➢1wA6 Iu9+r�.R'�rtes���ld6Dzi rVee W.np I Neaun, remexmnxrxree o o am cea xree a mono �.xe I I so�eell oo�oov xm nals I I wnloA uooay sa.a Awe I areauUf3rbm dce wo'�I �) � IF cess Manwswmq 1fAexx 0.N 1 URBAN FORESTRY SUMMARY - rzers ro ee rezuaveo z<ea°, owveax® - r.xxlu�wr uao s.sers �zrirvcn�ux urve � � � � 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. Genergl M-aintenance 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 18 Rev. 11/19/2020 JLE FoRT WORTH �a Stormwater INSPECTION CHECKLIST FOR SIMPLE DETENTION BASIN Management 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? Yes_ No _ Comments 2. Does sides or bottom show signs of erosion, settling, cracking, etc? Yes_ No _ Comments 3. Does dam or emergency spillway show signs of erosion, settling, cracking, or other problems? Yes_ No _ Comments 4. Is there evidence of animal burrowing in dam? Yes_ No _ Comments 5. Is there evidence of changes in shape or volume of basin? Yes_ No _ Comments 6. Do vegetated areas need mowing? Yes_ No _ Comments 7. Are there trees or woody growth in dam? Yes_ No _ Comments 8. Are there areas that need to be re -vegetated? Yes_ No _ Comments 9. Is there any accumulation of silt, trash, debris or litter in the basin? Yes_ No _ Comments 10. Are there any other basin maintenance activities needed? Yes_ No _ Comments Structural Components: 1. Are pipes, channels, trash racks, etc. free of obstructions? Yes_ No _ Comments 2. Are pipes, spillway or trash racks in need of repair? Yes_ No _ Comments 3. Is the low flow or trickle channel in need of repair? Yes_ No _ Comments 4. Is the outfall channel in need of repair? Yes_ No _ Comments 5. Are there any other structural maintenance activities needed? Yes_ No _ Comments Plan for correcting deficiencies: Signature: Date: Owner's Representative Form CFW-6 CFW- SEPTEMBER 2015 Appendix A A-17