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HomeMy WebLinkAboutContract 62412Date Received: 12/06/2024 Permit No.: SWFMA-24-0098 Time Received: 3:55 p.m. City Secretary No.: 62412 STORMWATER FACILITY MAINTENANCE AGREEMENT THIS AGREEMENT, made and entered into this day 6th of December , 2024 , by and between LNR AIV, LLC, a Delaware limited liability company acting by and through, its duly authorized representative hereinafter referred to as "Landowner", the Sendera Ranch Master Association. Inc., and Sendera Ranch Single -Family Area Association, Inc.,, hereinafter referred to as "Association" and the City of Fort Worth, hereinafter referred to as "City". WITNESSETH WHEREAS, the Landowner is the owner of certain real property described as a tract of land situated in the Matthew Ashton Survey, Abstract Number 1, Denton County, Texas according to the deed recorded in Document No. 2023-91440, Deed 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 Madero Phase 4 hereinafter called the "Plan", which is expressly made a part hereof, as approved or to be approved by the City and the Landowner and Association provides for management of Stormwater within the confines of the Property; and WHEREAS, the City and the Landowner and Association, 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 OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX STORMWATER FACILITY MAINTENANCE AGREEMENT Rev. 03/01/2022 BN WHEREAS, the City requires that on -site Stormwater Management Facilities ("Facility") as shown on the Plan be constructed and adequately maintained by the Landowner, its successors and assigns, including Association, the location and dimensions of which is shown and more particularly described by metes and bounds in the attached Exhibit "A" ("Facility Property"); and WHEREAS, Landowner agrees to convey the Facility Property to the Association and the Association agrees to accept the Property where the Stormwater Facility is located. 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 and Association, 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 and Association, its successors and assigns, shall inspect the Facility and submit an inspection report to the City annually. The purpose of the inspection is to assure safe and proper functioning of the Facility. The inspection shall cover the entire Facilities, berms, outlet structure, pond areas, access roads, etc. Components of the Facility, which need maintenance or replacement to STORMWATER FACILITY MAINTENANCE AGREEMENT 2 Rev. 03/01/2022 BN perform their design function, shall be noted in the inspection report along with the corrective actions to be taken. 3. The Landowner and Association, its successors and assigns, hereby grant permission to the City, its authorized agents and employees, to enter upon the Property and to inspect the Facility Property whenever the City deems necessary. The purpose of inspection is to follow-up on reported deficiencies and/or to respond to citizen complaints. The City shall provide the Landowner, its successors and assigns, copies of the inspection findings and a directive to commence with the repairs if necessary. 4. In the event the Landowner and the Association, its successors and assigns, fails to maintain the Facility in good working condition as specified herein, the City, its authorized agents and employees, may enter upon the Facility Property and take whatever steps necessary to correct deficiencies identified in the inspection report and to charge the costs of such repairs to the Landowner, its successors and assigns. It is expressly understood and agreed that the City is under no obligation to routinely maintain or repair said Facility, and in no event shall this Agreement be construed to impose any such obligation on the City, such obligation is Landowner's. 5. The Landowner and the Association, 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 or the Association. 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. STORMWATER FACILITY MAINTENANCE AGREEMENT 3 Rev. 03/01/2022 BN 6. This Agreement imposes no liability of any kind whatsoever on the City. THE LANDOWNER AND ASSOCIATION AGREES TO HOLD THE CITY HARMLESS FROM ANY LIABILITY IN THE EVENT THE FACILITY FAILS TO OPERATE PROPERLY. LANDOWNER AND ASSOCIATION COVENANT AND AGREE AND DOES HEREBY INDEMNIFY HOLD HARMLESS AND DEFEND THE CITY OF FORT WORTH, ITS AGENTS, SERVANTS AND EMPLOYEES FROM AND AGAINST ALL COSTS, EXPENSES, LOSSES, DAMAGES, CLAIMS OR CAUSES OF ACTION WHATSOEVER ARISING, OR WHICH MIGHT ARISE, FROM THE FAILURE OF LANDOWNER OR ANY FUTURE OWNERS OF THE 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; OR FAILURE TO PERFORM ANY OTHER DUTIES OR OBLIGATIONS HEREUNDER. 7. Landowner and Association 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 and Association 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 100year frequency flood. 8. This Agreement shall be recorded among the land records of Tarrant County, Texas, shall constitute a covenant running with the land, and shall be binding on STORMWATER FACILITY MAINTENANCE AGREEMENT 4 Rev. 03/01/2022 BN the Landowner, its administrators, executors, assigns, heirs and any other successors in interests, including any property owners association. 9. Notwithstanding anything to the contrary contained or implied elsewhere herein, it is expressly agreed and understood that the liabilities, indemnities and obligations of LNR AIV, LLC as Landowner hereunder shall expire and be of no further force or effect upon the transfer ("Transfer") by LNR AIV, LLC to the Association of legal title to the Facility Property, save and except for any liabilities, indemnities and obligations of LNR AIV, LLC as Landowner hereunder which have accrued and are due, payable and/or performable as of the date of the Transfer and which shall expressly survive the Transfer. [REMAINDER OF THIS PAGE LEFT INTENTIONALLY BLANK] STORMWATER FACILITY MAINTENANCE AGREEMENT cJ Rev. 03/01/2022 BN Executed this 6th day of December CITY OF FORT WORTH Dana Bat�H o Dana Burghdoff (Dec 6, 02415:46 CST) Dana Burghdoff Assistant City Manager City of Fort Worth Date: Dec 6, 2024 Approved as to Form and Legality: Matthew Murray Sr. Assistant City Attorney City Attorney's Office Date: Dec 6, 2024 ATTEST: � . � Jannette S. Goodall City Secretary Date: Dec 6, 2024 qo�nn� Fortr�aa Ogg -00 �d4p aEXPSo�4 2024 LANDOWNER LNR AIV, LLC a Delaware limited liability company a t 1w 9e- By: Nathan Holt Its: Authorized Signatory Date: CSGA-b)mA.-e- aO2N Association [signature on the following page] 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. -,Pn Rebecca Owen (Dec 6, 202410:24 CST) Rebecca Owen Development Manager Date: Dec 6, 2024 OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX STORMWATER FACILITY MAINTENANCE AGREEMENT 6 Rev. 03/01/2022 BN Executed this day of CITY OF FORT WORTH Dana Burghdoff Assistant City Manager City of Fort Worth Date: Approved as to Form and Legality: Matthew Murray Sr. Assistant City Attorney City Attorney's Office Date: ATTEST: Jannette S. Goodall City Secretary Date: 20 By: Nathan Holt Its: Authorized ASSOCIATION Sendera Ranch Master Association, Inc., and Sendera Ranch Single -Family Area Association, Inc. �/Xe Its: Board Member Date: 11110112 y Contract Compliance Manager: By signing, I acknowledge that I am the person responsible for the monitoring and administration of this contract, including ensuring all performance and reporting requirements. Rebecca Owen Development Manager Date: STORMWATER FACILITY MAINTENANCE AGREEMENT Rev. 03/01/2022 BN 7 STATE OF TEXAS § COUNTY OF TARRANT § This instrument was acknowledged before me on December 6th, 2024 by Dana Burghdoff, Assistant City Manager of the City of Fort Worth, on behalf of the City of Fort Worth. a� Notary Public, State of Texas <PaYP� KATHLEEN BRADFORD 1 of Notary Public �y/�►� STATE OF TEXAS Notary I.D. 12197197 My Comm. Exp. Apr. 12, 2027 LANDOWNER STATE OF ARIZONA § COUNTY OF MARICOPA § BEFORE ME, the undersigned authority, a Notary Public in and for the State of Arizona , on this day personally appeared Nathan Holt (name), Authorized Signatory (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 LNR AIV, LLC (entity), a Delaware limited liability company (entity type) and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this 29th day of October , 2024 Notary Public, State of Arizona JUUE GILLETT Notary Pudic- StabdAdaona MARICM COUNTY Cormmission 0 035441 Expires August 05. 2028 STORMWATER FACILITY MAINTENANCE AGREEMENT 7 Rev. 03/01/2022 BN HOA STATE OF �f C § COUNTY OF ���.Y(a § This instrument was acknowledged before me on IVN bey 91 1 A, by, authorized representative, acting on behalf of the d,,y,dSenpCc,►-a Ssr�le-f�.,�1�. �Y,e, 0.S5eua{�un�.1-nC_ ---------- ot,,�r aL•�r JESSICA GREER WITT Notary ID #131502346 sMy Commission Expires ���`� October 11, 2027 t " " it Notar Public, State of STORMWATER FACILITY MAINTENANCE AGREEMENT 8 Rev. 03/01/2022 BN EXHIBIT "A" INSERT LEGAL DESCRIPTION STORMWATER FACILITY MAINTENANCE AGREEMENT Rev. 11 /17/2016 EXHIBIT "A" 4.762 ACRE DRAINAGE FACILITY EASEMENT BEING 4.762 ACRES OF LAND SITUATED IN THE MATTHEW ASHTON SURVEY, ABSTRACT NO. 1, CITY OF FORT WORTH, DENTON COUNTY, TEXAS, AND BEING A PORTION OF A TRACT OF LAND DESCRIBED TO LENNAR HOMES OF TEXAS LAND AND CONSTRUCTION, LTD. BY DEED RECORDED IN COUNTY CLERKS FILE NO. 2020-204878, REAL PROPERTY RECORDS, DENTON COUNTY, TEXAS, AND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING AT A POINT FOR THE NORTHEAST CORNER OF SAID LENNAR HOMES OF TEXAS LAND AND CONSTRUCTION, LTD. TRACT, SAME BEING THE SOUTHEAST CORNER OF A TRACT OF LAND DESCRIBED TO GBTM SENDERA, LLC BY DEED RECORDED IN COUNTY CLERKS FILE NO. 2020-132253 OF SAID REAL PROPERTY RECORDS, FROM WHICH A 5/8-INCH CAPPED IRON ROD STAMPED "PELOTON" BEARS NORTH 89°36'09" EAST, 0.77 FEET; THENCE SOUTH 00°19'50" EAST, WITH THE EAST LINE OF SAID LENNAR HOMES TRACT, A DISTANCE OF 318.91 FEET; THENCE OVER AND ACROSS SAID LENNAR HOMES TRACT, THE FOLLOWING COURSES AND DISTANCES: SOUTH 89°40'10" WEST, A DISTANCE OF 100.00 FEET; NORTH 00°19'50" WEST, A DISTANCE OF 39.75 FEET; SOUTH 89°40'10" WEST, A DISTANCE OF 50.00 FEET, SOUTH 00°19'50" EAST, A DISTANCE OF 115.00 FEET; SOUTH 89°40'10" WEST, A DISTANCE OF 30.00 FEET; NORTH 00°19'50" WEST, A DISTANCE OF 115.00 FEET; SOUTH 89°40'18" WEST, A DISTANCE OF 526.00 FEET; NORTH 00°20'02" WEST, A DISTANCE OF 253.31 FEET; SOUTH 89°36'09" WEST, A DISTANCE OF 128.99 FEET; NORTH 00°23'51" WEST, A DISTANCE OF 25.00 FEET TO THE NORTH LINE OF SAID LENNAR HOMES TRACT, FROM WHICH A 5/8-INCH CAPPED IRON ROD STAMPED "PELOTON" FOUND FOR REENTRANT CORNER OF SAID GBTM SENDERA TRACT BEARS SOUTH 89°36'09" WEST, A DISTANCE OF 3750.57 FEET; Page 1 of 3 S:\NTX-LAND\0112\200 SURVEY\230 Legal Descriptions\0112EX85.docx EXHIBIT "A" 4.762 ACRE DRAINAGE FACILITY EASEMENT THENCE NORTH 89°36'09" EAST, WITH SAID NORTH LINE, A DISTANCE OF 835.04 FEET TO THE POINT OF BEGINNING AND CONTAINING A CALCULATED AREA OF 4.762 ACRES (207,443 SQUARE FEET) OF LAND. Aaron t:-Br-evvr'i, R.P.L.S. Registered Professional Land Surveyor Texas Registration No. 6702T� ..0 .. T .. F o�sTE LJA Surveying, Inc. �'� 3017 West 7t" Street, Suite 300 1. ,,,;°°,,,,,,,,,,,,,,,,,,,,,, Fort Worth, Texas 76107 AARON C. BROWN 682-747-0800 ..%—.."`..............$ • e-o 6702 —. TBPELS Firm No. 10194382 �°•:?o�, o?P°� .Sl1O��o October 17, 2022 Page 2 of 3 S:\NTX-LAND\0112\200 SURVEY\230 Legal Descriptions\0112EX85.docx 0 75 150 S ASS z N° 1 TT�E�s�gAc GBTM SENDERA, LLC C.C.# 2020-132253 S89°36'09"W R.P.R.D.C.T. 3750.57' N89°36'09"E 835.04' O_OjQ4 5/8"CIRF" "PELOTON" L7 M Nf N 4.762 ACRES 3 (7-07,443 S.F.) J J N � 04 .N 00 liU^ G N O Z "Ot O W01 a N S89'40'18"W 526.00' W W � 'Z U U LENNAR HOMES OF TEXAS LAND AND CONSTRUCTION, LTD. C.C.# 2020-204878 R.P.R.D.C.T. N N LINE BEARING LEGEND L1 S89'40'10"W L2 N00'19'50"W C.C.# COUNTY CLERK FILE NO. L3 S10"W X CIRF CAPPED IRON ROD FOUND L4 SOO'l 950 E N IRF IRON ROD FOUND � L5 S89°40'10 W R.P.R.D.C.T. REAL PROPERTY RECORDS, L6 N00°19'50"W v DENTON COUNTY, TEXAS L7 S89°36'09"W E o W 0 N L8 NOO'23'51 "W HORIZONTAL DATUM: rc THE BEARING BASIS IS GRID NORTH, TEXAS STATE PLANE COORDINATE SYSTEM, NORTH CENTRAL ZONE, NAD83 D (NAD83 (2011) EPOCH 2O10), AS DETERMINED BY GPS OBSERVATIONS. ALL DISTANCES SHOWN HEREON ARE N THE RESULT OF THE APPLICATION OF A SURFACE ADJUSTMENT FACTOR OP 1.00015063 FROM THE ORIGIN (0,0). DATE: 10/17/2022 EXHIBIT "A" ZPAGE 3 DRWN BY: S.A.T. 4.762 ACRE DRAINAGE FACILITY EASEMENT g I CHKD BY: A.C.B. SITUATED IN THEMATTHEW ASHTON SURVEY, ABSTRACT NO. 1 Z OF 3 PROJ NO. 0112 CITY OF FORT WORTH, DENTON COUNTY, TEXAS vi J OD J 00 01 O N ~ 0 I U � � O W CJ 00 Oc4a POINT OF Y� BEGINNING m" � U 5/8"CI RF "PELOTON" BEARS N89'36'09"E, 0.77' as to M W s VA C1 0 110 DISTANCE 100.00' 39.75' 50.00' 1 15.00' 30.00' 115.00, 128.99' 25.00' LJA Surveying, Inc. lf4 3017 West 7th Street Phone 682.747.0800 Suite 300 Fort Worth, Texas 76107 T.B.P.E.L.S. Firm No.10194382 EXHIBIT "B" MADERO PHASE 4 CONSTRUCTION PLAN SHEETS: • DRAINAGE AREA MAP • STORM DRAIN PLAN & PROFILES • SWALE PLAN & PROFILES • GRADING PLANS • EROSION CONTROL PLAN NOTE. THE CONTRACTOR SHALL CONTACT THE FOLLOWING AT LEAST 48 HOURS PRIOR TO EXCAVATING IN THIS AREA FORT WORTH WATER DEPARTMENT 1-81]-8]1-8296 ATMOS GAS 1-866-332-866] CHARTER COMMUNICATIONS 1-61J-509-62J2 / FORT WORTH TRANSPORTATION/PUBLIC WORKS 1-81]-392-8100 11 FOR OTHER FACILITIES 1-800-DIG-TESS 9 ®0A�IE __•• � ice, I I � � elwllFw alubW Pbw CAOY,fbw cl�mx 1'�at Tt�» am hom4 Nunl gyw� sqW n.s ITSTM I�nur YID ow Dora AT, ex I a.se I I om I I z� sao s I . wwe,a ,xu AUHon a I T. a e.u. IyTF41M �n16e6E'AS�I�GA' � qS I nm wurux omo mTTernox wuT e og m ":I ss x7, o.e, xn om fy� i u.a j ¢a ux tm eax xm s.s a<s s.a as 1.'y das oE°� oss swr ov As na xra I.m r.s :ai x/ PRIVATE 77T: - S _l I NOTES. 1 N 1 THE EXISTENCE AND LOCATION OF ALL UNDERGROUND UTILITIES SHOWN ON THE DRAWINGS WERE OBTAINED FROM AVAIIABLE RECORDS AND ARE APPROXIMATE NEITHER C.D THE OWNER, DEVELOPER NOR ENGINEER ASSUMES ANY RESPONSIBILITY FOR UTILITIES Y1 PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE REQUIRED TO TAKE ANY C] PRECAUTIONARY MEASURES TO PROTECT ALL LINES SHOWN AND/OR ANY OTHER UNDERGROUND UTILITIES NOT OF RECORD OR NOT SHOWN ON THE PLANS. *r CD 1`1 2 CONTRACTOR SHALL VERIFY HORIZONTAL AND VERTICAL LOCATIONS OF ALL EXISTING �f UTILITIES PRIOR TO CONSTRUCTION z 3. IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES. /�,■■� 6 4 SEE APPROVED DRAINAGE STUDY OS-22-0077 FOR COMPLETE DOWNSTREAM ASSESMENT Z TO �� LEGEND D 200 .0 i DRANAGE AREA SUBDIVIDE DESIGN CRITERIA -•� PROPOSED STORM DRAIN SYSTEM 1 RATIONAL METHOD OF DESIGN. EXISTING STORM DRAIN SYSTEM 2. DESIGN FREQUENCY DRAINAGE AREA DESIGNATION (A) CLOSED SYSTEM - 5 YEARDRAINAGE AREA ACREAGE (B) CLOSED SYSTEM - 100 YEAR(C)OPEN CHANNEL - 100 YEAR 4SURFACE FLOW ARROW 0.013 FOR REINFORCED CONCRETE PIPE 0 01] FOR STREET / GUTTERS COLLECTION POINT INTENSITY FROM CITY OFFFORT a'� QRAINFALL WORTH STORM DRAIN MANUALINLET NUMBER 0 6] = 030 (UNDEVELOPED)798 le =486GENTERLIAPPROXIMATE LOCATIONRIBUTARYYs//J HE HGA-1-U 04089 APPROVEDDRAINAGEUSTUDYOFOR AU LT FP IN FlOry 30101J4CO2004311-1-69-EOJ655 f/ APECO NO 05-C ]99 ]90 T �096 ENCHMARKS-I _XaCnMl�s ED HMARK NO 1 'QUARE CUT WITH 'X' IN CENTER AT BACK OF CURB JN SOUTH SIDE OF SALINDA ROAD L 45' WEST OF AINSTAY WAY CENTERLINE ELEV 7526E _ - 3ENCHMARK NO 2 QUARE CUT WITH 'X' IN CENTER AT BACK OF CURB JORTH OF THE PCCR OF SERRANO RIDGE AT «OPPER RIDGE ROAD. ELEV 765.5C \ PUBLIC i T SD1 B. LE 300" GAS WELL HEPD SETBACK Oh �� DATE REVISION BY jm OVERALL INTERIM CONDITIONS DRAINAGE 3 3 �9' AREA MAP ero 993�� ]Phase 4 792 791 >y1CITY OF FORT WORTH DENTON COUNTY, TEXAS YIO. LA -60� 8060 DIN n al ryressway Phone 4898210)f0 8uhe W NgT-------- Dallas, Teus 75206 FRN-F-1268 DESIGN—GOYPROJECTPROJECT NO.. 86 DRAwN. 6wToscoY NT600-0112 _ DALE. SEP 2022 TTASCALE . Cp K — _r a - C •DAN eVERT. NIA IAaSoi SHEET 14O 34 oe/I5/2 OF 95 SHEETS AREAOG4 TIME OF CONCENTRATION FLOW PATH / / ///// NOTES. O'AA V THE EXISTENCE AND LOCATION OF ALL UNDERGROUND UTILITIES SHOWN ON THE 1 92ry DRAWINGS WERE GBTAINEC FROM AVPIIABLE RECORDS AND ARE APPROXIMATE NEITHER IV 4]35 ` THE OWNER, DEVELOPER NOR ENGINEER ASSUMES ANY RESPONSIBILITY FOR UTILITIES p \a PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE REQUIRED TO TAKE ANY PRECAUTIONARY MEASURES TO PROTECT ALL LINES SHOWN AND/OR ANY OTHER ED PRIVATE \ I UNDERGROUND UTILITIES NOT OF RECORD OR NOT SHOWN ON THE PLAINS. ED SWALE I ID ` \ ` O� C 2 UTILITIES PRIOSHALL CONSTRUCTION, AND VERTICAL LOCATIONS OF ALL EXISTING Wy vai \ °i ro n m" +�" PRIVATE 9 ��\ SY a \<_ mmm SWALE 2 3 IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES 4 SEE APPROVED DRAINAGE STUDY OS-22-00]] FOR COMPLETE DOWNSTREAM ASSESMENT Z aaPRoxlMarE LocanoN TRleuraav m / CENTERLINE HC4-1-i U5 REFER TO EXHIBIT O A10 INTERIM -HYDRAULIC Dy FOR PP_FP IN APPROVED DRAINAGE STUDY FOR ULTIMATE L \ FLOODPLAIN LINE AND CROSS SECTIONS 0 50 100 200 1 4 5 •] 8 9 10 11 1 c I \y - I I UI CCC 100 VR tGATER•S.60 I Q 1= PONDLEVATION, - $(14.60 1/ EXISTING GAS Sn3 GUNSLINGER DRIP \ Snl - � I 26 \�/\- TI wEL SITE � VG _ I Su G - 4.]2 �V 1 T B � T 3D U 3K \ 1 __ 3D c1 FV 3E/f d V <�� _ �I v --_ �,�L �9vrl�--�--��� ,o� n 1 SWALE\ 1 3 2a p 2] `-16 I / P y>eJ 2 VI 2 ------ � -- _ -- / v � �ITY PROJECT NO 104089 �1I FIO. 30114-0200431-104089-EO7685 9 I 4 28 23J4 I �WI 4 2312 5 21 22 23 2 25 26 2] 28 9 3 31 O]5 3 C56 ' —CAS ` GAS _m_ �., %_2J3]I p a 2L J \ V W-283J \2'1' MAPSCO NO 05-C 3B 0 18 p 14 I Z� CO�LO WAY 239 5 Z PUBLIC - 1 1] 6 13 - - --- - - 2M ` 058 N SDI SWALE % 6 I 24 23 22 21 20 19 2F i]1 1 15 - 1� 404 '/ o'1 1 5 3a T J 2K 300' GAS WELL bF� 1 8 m� 63 \ ]� II�11I - 13 ❑�2 I ��(f/�n� �fF� Off( (A JG HEAD SETBACK 3ENCHMARKS- yRx�LM•^.Tq.^,.:VAt�.M 8 4 \ 2] ` , 20 ` / 2� \ AVU *�N] FL6W 4.O �F� 'FrCJ�PIRLET SQUARE 3ENCEMACUT WITH 'X' IN CEMER AT BACK OF CURB 2E BYPASS OF 1.2 CFS = 5.2 CFS UN SOUTH 510E OF SALINDA ROAD 2 45' WEST OF 5 fi �1 9 10 259 4 GAS WELL SITE pROPOSED PAVEMENT SLOPE 080% AAINSTAY WAY CENTERLINE. ELEV 7526f 8 0 9 9 ACCESS ROAD WIDTH OF PAVEMENT = 29' 2B 2E 2G DEPTH OF FLOW 024 FEEF 3ENCHMARK NO 2 1 42 Y� _ --7• 5 20 // FROUDE NUMBER 0995 m 3OUARE CUT WITH 'X' IN CEMER AT BACK OF CURB RIPRAP PER PAVING SHEEP 66 2C 2 GO jQJa\\- NG BLAZIN RONCO TRAIL :�18 D�-7 I JORTH OF THE POOR OF SERRANO RIOCE AT 3 6\y0N 6 - - CALCULATIONS PER ROW MASTER / / /� I� :UPPER RIOCE ROAD. ELEJ ]65.5C 27 26 25� 23 22 21 191FQss LEGEND o za I I I I 164C II DRAINAGE AREA SUBDIVIDE III II \ 2 \\ 20 290 2 fI }--�I Y •L PROPOSED STORM DRAIN SYSTEM II II `SD ADE O P E 33 L 1yl EXISTING STORM DRAIN SYSTEM \ \\ III II CIUuTYYn PROJECT \\ / 4B 2N 1034 o %X DRAINAGE AREA DESIGNATION II II PRIVATE \ \ 0.30 a • T 10 DESIGN CRITERIA X]IX DRAINAGE AREA ACREAGE DATE II REVISION II BY SWALE 3 \ 1 \ NARANJOS DRIVE 6 \ 1 RATIONAL METHOD OF DESIGN a SURFACE FLOW ARROW �\ 3 \\\ 2 \ _ — �2 DESIGN FRECLOSED ENCYSYSTEM INTERIM EAREACONDITI NS \ G ` AIDED IP� (A) CLOSED SYSTEM - 5 YEAR ❑X COLLECTION POINT DRAINAGE AREA P'IAI% T11 A0ER0 PHASE 3 (B) CLOSED SYSTEM - 100 YEAR G1p 4\\ 295 O SDfi TO BE (C) OPEN CHANNEL - 100 YEAR ® INLET NUMBER Z 5 CONSTRUCTED MA0ER0 PHAS= 3 n = 0 G13 FOR REINFORCED CONCRETE PIPE \ RECEIVING INL 75 _����® \ Z \ 4 \ A _ n = 0.017 FOR STREET /GUTTERS I.wwra "m.x 'd _ FOR AREA 6C RAINFALL INTENSITY FROM CITY OF q•"^"'•"' � U 1•'••1 ITM• TM YZ / ID Z 6 <\ \ 5 \ 2 FORT WORTH STORM DRAIN MANUAL T°pb'TOO T'so 067 c = 030 (UNDEVELOPED) 11 11 W�IIIIc .yIIIII 23 ] 1 I'. 798 Is 486 � o.a]a ar.a teas s.se am amTM vnm�I Imtsm Phase 4 _ CENCERRRO LANE F aA ooxt 1v Ss 4B \\ ] \ SD — INTERIM DRAINAGEAREA SUMMARY CITY OF FORT WORTH \ \ 4C \ —>• O AAM u N POR quo ❑ e16 \ _ — — AAeA mm r l I�"I tiXT IS a r,.xTEAS aowr rumaoexT ralxT xuMUA DENTON COUNTY, TEXAS A MA PC PHASE 3 A. o M. 1A SD4 TO BE _ ERO HASE 3 rN Y\ \ \ \ CONSTRUCTED Cltt PRxpressway Phane 469.6210710 4 OJECT I mm �u \ SDS I No 1a3 BO 6une a99 n `/ II 1.Dallas• Texas]52N PRO -F-1366 SA o MADERO PHASE 3 \ MADE 0 PH \ 1 1I �� OESICN: SANT15111 LJA PROJECT NO.. LAT iF TO BE CITY PROJECT DRAWN. 61Ni05C0Y NT600-0112 '-$ CONSTRUCTED \y NO 103480 — SEP 2022 Ni NOTE THE CONTRACTOR SHALL CONTACT THE FOLLOWING AT LEAST n \ SEA _ SCALE 48 HOURS PRIOR TO EXCAVATING IN THIS AREA \ 1 > 1 j > T HORZ. l' = IUD, nz FORT WORTH WATER DEPARTMENT 1-81]-8]I-8296 Y1 T gsaa Et6aea OAN VERT. / i AT CS GAS 1-866-332-666J ,1 N A TAU ELECTRIC DELIVERY 1-800-242-9113 sa cans SHEET NO. E CH LEE COMMUNICATIONS 1-81]-509-62]2 _ 1O.P TO - /o z FORT WORTH TRANSPORTATION PUBLIC WORKS 1-81]-392-8100 —� / xw yNn� <O2C 36 8 FOR OTHER FACILITIES / 1-800-DIG-TESS —' f n Eoxo R.rz OR Ras Exo Sax L tR.t ..ss 1.m ma ].9t Sm Sae AD MA OS/15/2 2 OF 95 SHEETS 0 20 40 80 ,) STA 0+20.50 M3 AT 4A= STA 5+6].52 (14.51 RT1 23 1 \ I PAV \+\\ BULL WAGON WAY \ CONNECT TO INLET PAV STA 5+70.08 (14.50' LT) BULL WAGON WAV INSTALL - 1 10' CURB INLET TC = 810.27 FL = 805.42 10 STA 13+9016 M3 SD4= PAV STA 5+6758 (1450' LT) BULL WAGON WAY CONNECT TO INLET LINE SD4 27" RCP TO BE CONSTRUCTED MADERO PHASE 3 CPN 103480 no 815 0 810 Q W5 s _a am E 795 e 790 �p� 13&i-?-i PAV STA 8+6492 (19530' LT) 'ONWAY CULVERT OUTSIDE CORNER PAV STA 8+30,32 (196,30'C.PLT) IC WAY END TFACE OF WINGWALL PAV STA 5+70.03 (14.5C' HT) BULL WAGON WAY \ INSTALL - 1 10' CURB INLET TC = 81027 FL = 80450 \ 22 J REMOVE AND DISPOSE OF \� APPROXIMATELY 25 LF 27" RCP, 1-4'x4' DROP INLET & APRON \ \I STA 15+56]1 Sol SWALE= I PAV STA 5+69 5 5 (195 30LT) ,Yn1 O WAY INSTA INSTALL PW U E WINGWALLS WITH F CURB EXTENSION TOP OF WING CURB=803.58 PAV STA 8+7508 (19530' LT) A! CULVERT OUTSIDE CORNER N PAV STA 9+08.63 (196.30' LT) CO ' RTIJO WAY ENO FACE OF WINGWALL STA 14+80 00 SDI SWALE= 300' GAS WELL PROPOSED POND PAV STA 9+18 5] (122 83' LT) HEAD SETBACK 100 YEAR WATER SURFACE CORTIJO WAY ELEVATION = 80460 I1 INSTALL 30" RCBI EXISTING GAS \ Q ( WELL SITE Q Q p + \ Bpi Q / o STORM DRAINncE���� Q 1- 'X3' RCB 1-4'X3' RCB I1I ^I J LAT 4A 27" RCP + TO BE CONSTRUCTED MADERO PHASE 3 CPN 103480 15+40]6 SWALE= MADERO PAS3 PAV STA 8+6733 (14808' LT)----------� ------ HE CORTUO WAV I 4 E CPN 103480 N—, 45' BEND _ \/___________ STA 15+30 00 SD1 SWALE= PAV STA 8+75 5B (, 39.]4' Lr) 33 STA 14+18 ]9 SDI SWALE= CORTIJO WAY PAV STA 9+]9]9 (12016' LT) INSTALL 30" RCB EQUALIZER C0RTIJO WAV STA 14+99 ]2 SD1 SWALE= INSTALL 2-5' JUNCTION BOXES PAV STA 8+98.85 (120.16' LT) �- CORPHO WAY CAUTIONII INSTALL 45' BEND—:�, - - STA 14+30.00 SDI SWALE= EXISTING GAS PIPEIJNES, _ PAV STA 9+68.57 (122.83' LT) CONTRACTOR TO VERIFY LOCATION CORTIJO WAY r CORTIJO WAY CONTACT GAS PROVIDER PRO INSTALL 30" RCB EQUALZER SOUTHWESTERN GAS PIPELINE, INC. CC#200]-]4812 OPRUCT EQUALIZERS TO BE PLACED N To' INCREMENTS AT THE FOLLOWING STATIONS. S 14+30, 14+80 & 15+30 CL 4'X3' BOB 4'X3' RCB 30" RCP EQUALIZER RCB EQUALIZER PLAN SCALE. 1" = 10' N LETS O N LY TO CONSTRUCTION —� EXISTING GAS WELL SITE ACCESS ROAD 13 OC 14 OC 0+00 0+50 16+5C 1— 15+OD 14 13+01 12 OC 11 OC 10+00 M3 SLDA M3 LAT 4A m' A J SD1 SWALE +OC LEY. ----- --- G ---------- �,L 1e^'.'-'�,J ice"' ,,0. ��� � d z-ti ------------------------------- --------J°�----------- 8W 815 -- E ro o � " ------------------------------- 815 a --------- ;k4l— �------------- Ssr,_pr^ w -------------------------------- — -------------- ' -- — F -- �' +°�I- -- — ---------------------------- + m t 815 810 a =/ 810 o PYSIP)STJ "C('R40 iEC GAG= _ ---------,------- --------------- — CAI ; ---------------------------- I 1AWrLIUNI _LWIO(N6�E p 05�1avHL----810 805 4aC---------------------------------- \_ �10( Y + ----- — '—`--d------ — �Q 805 Soo-----------� w eoo _ a P V =�D ___ _� --- PC No c _ _',� i ---- MZ 7- 0 P I 3 UT�S III RCP `�. cS II` J , �p 2 EEO PH 3 AI. 4A�1 800 CITY PROJECT N0. 104089 no 30114-0200431-IW89-EO7685 X-3J3]1 W-283] MAPSCO NO OS-C "awn 3ENCHMARKS 3ENCHMARK NO 1 SQUARE CUT WITH 'X' IN CENTER AT BACK OF CURB DN SOUTH SIDE OF SALINDA ROAD L 45' WEST OF AANSTAY WAY CENTERLINE ELEV ]52 fi6 3ENCHMARK NO 2 3OUARE CUT WITH 'X' IN CEMER AT BACK OF CURB JORTH OF THE POOR OF SERRANO RIDGE AT TOPPER RIDGE ROAD. ELEV 765.5C DATE I REVISION I BY STORM DRAIN PLAN & PROFILE SDI SWALE & EXISTING SD4 INLETS ONLY Madero ]Phase 4 CITY OF FORT WORTH DENTON COUNTY, TEXAS L Sii r< F yy IN!.J N I \ 1 r � � \ q;� r - saN wD naa m�a::War a s Teas 75206 . ],=1=C,- J• GI% 795 790 — — — _ _ — I ---- ��i�/S 6�\:" 790 ORAWTk. CRWINW h--- fir—� - m-------------- ---------------.f--03--- 0 m 0 790 785 m z�, ee 785 J pWIB..�BEnFN ------------------------X--- 1 785 780 r 111F( d _ ---- ---- ---- ---- ---"7 �_ _ �_ �_ _ �� xxeL 780 o az LIA Ph— 4696210710 FRN-F-1386 LJA PROJECT NO.. NT600-0113 DALE SEP 2022 SCALE HORZ. 1' = 40' VERT. 1" = 4' sxEEr xo. of ss3sxEErs 1 A 20 40 80 5 6 r -REr j AI BLAZIN BRONCO TRA_ / Q 24 23 22 21 STA 7+66.94 SD2= Ste' K-..o0.00 - - PAY STA 41+06.50 (0.O(Y BLAZIN BRONCO TRAIL INSTALL ]' SO JUNCTION BOX WITH ACCESS LID PAV STA 41+14.00 f14.50' Rn/ INSTALL - 1 SHUCIO' CURB INLET TO = 809.81 FL = 804.06 STA 0+I6.74 INT 2C= PAV STA 41+16.50 (14.50FIT) E-N BRONCO TRAIL CONNECT TO INLET STA 0+14.50 LAT 2F OVw.11 PAV STA 41+065O (1450- LT) BLAZIN BRONCO TRAIL CONNECT TO INLET STA ]+485] SD2= MATCH LINE STA 4+00 STA 0+00.00 TAT 2G INSTALL SIT WE CONNECTION 9 10 Q 11 � 4 3 a8'-RCr r =i�7y LLAT 2G 19 18 24 17 'DO `DO ] STA 5+16.47 SD2= PAV STA 43+56.97 0.00' ) -N BRONCO TRAIL NSTALL 45' BEND STA 5+05.01 SD2= PAV STA S- 10 (1.26' FIT) RED SA IDS TRAIL INSTALL 49 BEND 10 Oc 9+10 8+00 LL,I o 815 1'� f l'ORTIJO WOO 114.OU RII STA 0+20.51 LAT 2L= ENGINEER'S NOTE. PAV STA ]+34 00 14 50' RT 502 OUTFALLING INTO THE POND IS A 72' RCP AT 0.61 R. IN THE 100-TEAR STORM INSTPLL - 1 15' CURB INLET CORTIJO WAY UNDER MAX TAILWATER DESIGN YIN NG Q100 POND 100-YEAR 2 FT/ THE OUTFALL PC 2 89 LA FL 802.62 �Z CONNECT TO INLET ( Fi'As STA 0+2229 TAT 2J= STA 0+58.83 IT ED0 VNCONT FNEO VELOCE CON ASSU (ASSUMING NI00� WA]4 CFS 1 02RT ]2TMRCP-1 N P. STA S0+82 TRAIL (14.50' LT) PAY STA ]AY (000' ) (N=0.01 N) AT O61R 5 106 Ff/5 NATURAL ROUND CS ROCK PER BORE P-6 IN RED SANDS TRAIL ICORPUSNSTALL 0' GEOTECH ICAL REPORT W21061] NI BY PLPHA TESTING OATEO III a 20 2 THE CONNECT TO INLET INSTALL fi0' BEND MAXIMUM PERMISSIBLE NON -EROSIVE VELOCITYFORTHIS SOIL -SIFI-ION (ROCK) PAV STA 10+80 00 (14 50' LT) PAV STA 7+20 00 14 49' LT IS 15 FT/S PER TABLE 3.2 ON PAGE HA-130 OF THE ISWM TECINICIL MArvVAL RED CORTUO WAY (HYo UCs AlDESIGN INSTALLNOs T10L CURB INLET INSTPLL - 1 15' CURB INLETXODTO = 807 33 FL = 802 58 = 0] 42 FL = 802 6] \\ TC 8 - FICA1' T NG THER"" REOVTFEMOPR"SATLL STA 2+fi2 9J 502= \ STA 0+75 61 TAT 2K= -11' FEET UP TO THE 10 - L STA 0+0000 LAT 21 PAV STA J+25.00 (14.49 LT) WINGWAL O 3SEECESOPITY PR VE INSTALL 60' WYE COJNECTON GORIIJO WAY S ARE IT IS \ \ 1 CONNECT TO INLET CONGITIONSCONTACT N OTTER ITHAD R- GINEER FOR RIPEAPAS RER LOCATED AT THE OUTFPLLOTHER MITIGATIVE RES)COESIGN IF SOIL O 2 3 4 a c� z - Z = RED SANDS TRAIL LA T 2fi" 20 S 2 PAV STA 10+80.00 (14.50' Rn INSTALLND51I 10L CURB INLET MI TC = 80].FL - 802.58 STA 0+15 29 TAT 2H= PAV STA 10+82 50 (14 50' RT) RED SANDS TRAIL CONNECT TO INLET STA 2+54.86 SD2= STA 0+00.00 CAT 2J INSTALL 45' WYE CONNECTION STA 2+4685 SD2= PAV STA 11+0626 (126' RT) RED SANDS TRAIL INSTAL L 45' BEND STA 2+31 90 SD2= STA 0+0000 TAT 2K SD2 INSTALL 60' WE CONNECTION 7+00 6+00 5+00 4+00 3+CC n , - - - - - - - - - - - - -----r;`---------------- - C� T r w ------------ -----^�-��----------� -----' 4' P301 0 D ORIDE 810 -'j ---------- -- a a 800 Vl S-111 RC ) T e F_ W------------------------y��--ti">`[� III R P D, _ Z IS GF?U O D 'IP, -- _ _ - - - - - - - - - - - - i .� . _W.E m4 -- ---------------•.-W ------------�p� 2'._ ,�y, - E^ og Tc N 91 -L ]9ifi -��rr----� hIN �..+��-------------. --- - 790 �:----- rl Y�--- o z`��--MIFP a a - - - - - - - - - - - - - - - - - - • w rn n 780 W4.41 °, T,N Will =.2i 31 STA 0+43.)4 -AT 2K= STA 0+00.00 TAT 2L INSTAIl 49 WE CONNECTION STA 0+12 25 TAT 2K= PAV STA 7+80.DO (0.00' ) CORI WAY INSTALL 4' SO JUNCTION BOX T 33 RE J/ 24" RCP I'I r-- 72 RCP 1, 33 3 K s I STA 2+21 15 SD2= PAV STA 7+99 43 (4 43' LT) CORTJO A - INSTALL 45' BEND `803 3D1 SWALE STA STA 7,99 43 s ( CAV STA +9(225 58' LT) "ORTIJO WAY NSTALL 41 SLOPED ENO HOWL CITY PROJECT NO 1040BB no 30114-0200431-104089-EO7685 X-3]3]1 W-283] MAPSCO NO 05-C 3ENCHMARKS 3ENCHMARK NO 1 SQUARE CUT WITH 'X' IN CENTER AT BACK OF CURB DN SOUTH S1DE OF SALINDA ROAD L 45' WEST OF AANSTAY WAY CENTERLINE ELEV 752 F1 3ENCHMARK NO 2 SQUARE CUT WITH 'X' IN CENTER AT BACK OF CURB 40WH OF THE PCCR OF SERRANO RIDGE AT POPPER RIOCE ROAD. ELEV 765.5C 815 810 DATE REVISION BY STORM DRAIN PLAN & PROFILE SD2 805 Madero ]Phase 4 800 CITY OF FORT WORTH DENTON COUNTY, TEXAS 79! 1A a fi060 0 n -, Pl,- 4o).1(GIG 790 fi .400 Dallas.- T5206 SPIN -F-1368 'of'wow" LJA PROJECT NO.. DRAWk CPANTHUI NT600-0113 DALE. SEP 2022 2 rq SCALE SW 785 HORZ. 1' = 40' MNIR. J. BETTE N VERT. 1' = 4' 14�06 SHEET NO. 44 780 OR 2 OF 11 SHEETS PRNATE SWALE 4 TO BE STA 0106.00 LAT 2A= STA 0+16.74 UT 2D- WDROSEEOED AND MAINTAINED PAV STA 30+40.52 (6.00- LT) PAV STA 36+42.SO (14.50' LT) CENTERUNE CURVE DATA N TILL 70% ESTABUSHED. SEE BLAZIN BRONCO TRAIL ' BV IN BRONCO TRAIL SHEET 53 FOR SECTION AND INSTALL 0.5' BEND PAV STA 11+58.00 (14.50L TI CONNECT TO INLET CV# DELTA RPDIUS LENGTH CX-D C-L CALCULATIONS '" 'T'AT PAV STA 36+40.00 14.50' LT INSTALL - 1 10' CURB INLET O STA 1+38.04 LAT 2A= TC = 81 i79 R = 812.04 C2 1T00'35' 425.00' 126.1 ]' S81'O9'S2Yl 125.]1' INSTALL - 1 10' CURB INLET PAV STA TRAIN TRAIL (63.40' LT) STA 0+83.38 UT 28= TO = 812.18 iL = 807.43 O WAGON TRAIN TRAIL PAV STA 11+55.50 114,10' LT) PC STA 12+42.11 SD2= O INSTALL 5'X5' DROP INLET BULL WAGON WAY PT PAV STA 36+31.33 (0.00') STA 1+36.04 UT 2A= COrvNECT 4I INLET BU 114 BRONCO TRAIL I., ~ AV STA 14+41.W (81.40' LT) STA 0+48.82 UT 28m INSTALL 5' SO JUNCTI)N BOX N z WAGON TRAIN TRAIL PAV STA 11+4].13 OG HACTEAra CONNECT TO INLET BULL WAGON WAY 1'l+•I 1� 1 ' POST TRyL INSTALL W BEND ( 1 'V STA 1+29.43 LAT 2A- STA 0+27. LAT 28= PAV STA 14+41.58 (54.]9' LT) STA 0+00.00 LAT 2C 9 10 WAGON TRAIN TRAIL _ STALL 4S WYE CONNECTION I 1 INSTALL 2S BEND T 2C WAGONTLRNX - 12 20 0 40 60 ' 1 I` NCO TRML 1----' _-'- I 3 0 IN BRO- - - O _ O w ( 1 j LAT 2 - �i ie r _y + (n 11_3 zs 31 30 - Z 17 1 I II� 2 © z ( I I I 1 1 19 I I 27 = ICITY ® 1 �I �'. 20 22 TF.IANO STREET 26 RD. 3011J4 CO200431 104089-E07685 I 1 11 i 1 1 1 1 25 MAPSCO STA 12+G0.58 R.I. MAPSCO NO OS-C ( 1 1 Y PAV STA 11+65.00 14.50' R 1 ( ! 1 1 I A STA 0L SO UT 2E I}1 1 gULL Wes' WAY INSTALL - 1 10' CURB INLET INSTALL 80' WE CONNECTION 1 I\I 1 TO = 816.64 FL = 811.89 A 1 I 62 SD2= STA 0+20.51 UT 2C= T 2E STA 18+32 I. 19+41.9 04 SD2= PAV STA W+4082 (0.00') PAV STA 11+42.50 (14.50' RT) STA 0+16.75 LXT 2E= 1 STA 9+32.41 (0.00') BLA21N BRONCO TRAIL BULL WAGON WAY PAV STA 38f64.50 (14.50' RT) U ,GJM'IOW. I BIPZIN BRONCO TRAIL INSTALL 5' SO JUNCTION BOX CONNECT TO INLET BUZIN BRONCO TRAIL �,111 LCTgrp yp BD'. INSTALL END AND PLUG CONNECT TO INLET 3ENCHMARKS- STA 16+94.59 502- PRNATE SWALE 3 TO BE SFA 0+00.00 TAT 28 PAV STA 36+62.00 .LMSO' RT) 3ENCHMARK NO 1 HIDROSEEDED AND MAINTAINED TILL INSTALL 60' WYE CONNECTION BIAZIN BRONCO L SQUARE CUT WITH 'X' IN CENTER AT BACK OF CURB 70% ESTABLISHED, SEE SHEET 53 WARNING!!! FOR SECTION AND CAICUTADONS APPn....�mn4 a VG STA 0+07.97 UT 28= INSTALL - 1 10' CURB INLET GN SOUTH S1DE OF SALINDA ROAD t IS WEST OF WATER LINE. CONTRACTOR TO PAV STA 31+74.86 (6.91' LT) TT�C[[ =��8122..07 R. - 807.32 AANSTAY WAY CENTERLINE ELEV 752 El MWOW WATER FACIIJT� VNTENANCE AGREEMENT VERIFY LOCATION PRIOR TO BLAZININSTAL BRONCO BE TRAIL S�2 6IA TI+(r<f.OU]LAIP20 3ENCHMARK NO 2 CONSTRUCTION INSTALL 3C BEND INSTALL 60' WYE CONNECTION SQUARE CUT WITH 'X' IN CENTER AT BACK OF CURB JORTH OF THE PCCR OF SERRANO RIDGE AT .1 19. GO la, GO ']+0E M.GO '5� GO 14+0E 13. GO 12+00 '1. GO 10+00 TOPPER RIDGE ROAD. ELEV 765.5C 825 G A a r l - (`Z zi ,W fA w 825 � I. t 6a ±� � - } � 1 DATE REVISION BY 820 lnl3 �'Y':,a G��, �_I19 '��w- mom. ��:,.i 820 STORM DRAIN PLAN& PROFILE SD2 815 -- ��� ------ - --_ _ r NI uF AL IF III ID ® 'I O Madero CF ®01 p -- I , - I� 10) TR I IGL QF Phase 4 810 -= -____ter x_ --- _ - - ---- N 810 "I �Z CITY OF FORT WORTH DENTON COUNTY, TEXAS rd , .L:aT nG �Y �'- e'a805 I �i Fi=6 )s. 131 T6: II FL -B'�s12 I a n ,u I � �I`` IA I- \ems {Rye ,�B N( 'L-Kvee 9c !dI N' N 1a LF a/' s Ii _t= ------ Q 6a�O Nmm Um ...y MR. 469 U10710 h ��a„<= ��1 1 'Fs c,. 1 7 cij ��z, e wi RL • � I D i6 SwN aoD C �vJ 107�� 1r •�-a `:' 'r-200 IH=20T IN �R[P 1yI� ��� OaINs.Tvas T520fi FRNE88 -F-10 E � 800 II II - I _ �>- a�-9.+ � � : -�e�: „_ � , - omw swrosc9r LJA PROJECT NO.. a� �,= U1�/%_� r- f S pU91t GUNFIWI NT600_G112 `d- 21 °'M11 - r N 2 DAZE. SEP 2022 10�J°52. 3� t 1 �+ SCALE - N� m ¢ n r m T �.y, .y, ¢1r ,ten 795 -E. J. BETTEN VERT. 1' = 4 �Jo' �1 ; ntI II m m d and A r A r /mi i/ r SHEET N0. - J //!/II/I, - = - - ✓ - JJ�J/I, 45 08 790 LL. �. ,�4.C1 �. 4 �I �. ,d �. �. ,d �. CICI CICI Jig ,� 790 Va 2 OF 95 SHEETS N 0 20 60 80 WAGON TRAIN TRAIL L i WARNING!!! AFPRoxIIMTE�LOfAn N-2JZIsnNG WATER LINE, CONTRACTOR TO VERIFY LOCATKIN PRIOR TO CONSTPoICTION PAV STA 8+70.00 J18.50' Rh WAGON TRAIN iRAI( INSTALL - 1 10.LC CURB INLET I TC - 814.]4 FL - BOB.]9 I STA 0+10.44 SDS- PAV STA 8+87.30 (18.50' RT) I WAGON TRAIN TRAIL / CONNECT TO INLET ' ( I STA 0+11.94 SD5- I PAV STA 8+67.0 (O.00 ) WAGON TRAIN TRAIL INSTALL 4' SO JUNCTION BOX I I STA STA 3+0 .5 5= PAV STA WAGON TRAINO.00 TRAIL I8.50 T) I WAGON TRAIN TRAIL 0.00' LT) INSTALL - 1 10' CURB INLET - CONNECT TO EXSTING TC - 814.74 R - 809.79 I' I STA 0+18.50 UT SA- MADERO PHASE 3' PAV STA 8+67.50 (18.50' LT) CPN IMQo WAGON TRAIN TRAIL CONNECT TO INLET LAT IF - 24• RCP TO BE CONSTRUCTED WITH MADERO PHASE 3 CPN 103QO 825 820 815 Q 810 s'a 805 EA E am a§ .4 795 �U - 790 825 825 820 820 815 815 810 810 805 805 800 800 795 795 rillikk'.B. STA 12+32.18 SD3- STA 9+88.42 SOT- PAV STA 29+48.59 (0.03' RT) STA 0+00.00 UT 36 10' WIDE MAINTENANCE GUNSLINGER DRIVE INSTALL 60' WYE CONNECTION INSTALL END 36" BEGIN 27• ACCESS RAMP O 15R INSTALL CONCRETE COLLAR STA 0+04.70 LAT 3B- NYS SLOPE STA 31+90.01 (4.07' RT) IfPAV STA 11+50.00 SD3= GUNSLINGER ORNE PAV STA 30+30.78 (0.48' RT) INSTALL 30' BEND PRIVATE SWALE 6 TO BE GUNSLNGER DRIVE INSTALL 5' SO JUNCTION BOX HYDROSEEDED AND MAINTAINED I TILL 70R ESTABLISHED. SEE SHEET 54 FOR SECTION AND I I I CALCUTATKINS II 24. I ( I I INSTALL }2 SY TYPE "A" I DRY RIPRAP (12" DEEP) I r I w I 1X 1 2 3 I 0 to STORM WATER FACIUTY MAINTENANCE AGREEMENT 1 GUNSUNGER DRIVE - - - n mz }T 42 :..! --- I -1� PAV STA 21+22.36 (63.40' LT) )e I WAGON TRAIN TRAIL j I INSTALL - 1 5'XS' DROP INLET TOP - 818.97 FL - 812.04 I INSTALL 40 SY TYPE "A" DRY RIPRAP (12" DEEP) \1I I) t STA 12+41.88 SD3- y l� 24' PAV STA 29+39.10 (0.00' RT) \ Z DRIVE WARN INLETRIVATE SWALE 5 TO BED AND MAINTAINED TILLBLSHED, SEE SHEET 54ION AND CALCULATIONSARNING!!!IIMR LZ�CATdNN XlSTING LINE, WINTRACTOR TOFY LOCATION PRIOR TO CONSTRUCTION 13 DO 825 830 820 825 815 820 810 815 805 810 SW 805 795 800 rI•biki / TIT x 12 JNTI0+ �?WAY AGON STA 0+16.74 TAT JL- PAV STA 1]+52Ji0 (14.50' LTSTA BULL WAGON WAYPAV TO INLET 1+04.78 TAT 3B- STA16+99.50 (14.50' RT)CONNECT BULL WAGON WAY PAV STA 17+50.00 (14.50' LTCONNECT TO INLET BULLWAGON WAY PAV STA 16+9].00 (14.50' ITT) INSTALL - 1 10' CURB INLLTBULL TC - 816.56 FL - 8,1.81 WAGON WAY LET _ITC- 816.881 FIL - 812 STA 0+00.OG TAT 3C INSTALL W WYE CONNECTION STA 0+90.26 UT III - PAV STA 16+99.50 (0.00' ) BULL WAGON WAY INSTALL 4' SO JUNCTION BOX SD3 12 00 / 82 LF 42' 0.70$ CLASS III RCF O 9 11 27" 0 O. - RLP o.wx - A 30" h- 45.0 MIN- 3' 0,m- 76.3 CFS SAC pS.: 45.0 CFS- 3' S- 7.9 qR V-,- J.f) FPS R=807.81 Tc- 76.3 MIN Tc- U.4 MIN Alm- ] 5.8 ITS 0r - 66.9 CFT O, ,. 0.5.8 CFS On,.- 075 CF5 - m - S- 15.3 o' f- - S- 0.75R .. VI-- 1. FPS N p 12. FFT - Dn- 1.8 FT o� Do=2.O Fig 11 00 10 O( gg 9+50 W0 _ Iii gb. Nz PROPOSED CRANE O PIPE NATURAL GROUND O PIPE � 100 YR NGL Obi -- F- ! 2Dp 42 CLLSS STINGWL CLSM KnLL Al ECTIONS FL=8061( - a30 825 so air CITY PROJECT NO. 104089 FIG: W114-MO431-104089-EO705 X-27371 w-2837 MAPSOO NO. 05-C Nnoww Callbeforcyou diy BENCHMARKS: 3ENCHMARK NO 1: SQUARE CUT WITH Y IN CENTER AT BACK OF CURB IN SOUTH SIDE OF SWINDA ROAD 3 45' WEST OF JAINSTAY WAY CENTERLINE. ELEV 752.68 BENCHMARK NO 2: SQUARE CUT WITH 'X' IN CENTER AT BACK OF CURB NORTH OF THE PCCR OF SERRANO RIDGE AT TAPPER RIDGE ROAD. ELEV 765.50 DATE REVISION ■ BY STORM DRAIN PLAN & PROFILE SD3 SD5 & LAT 5A Madero Phase 4 CITY OF FORT WORTH DENTON COUNTY, TEXAS 810 WA B"nWwtnsi, Mw. 6060 NOM CentralE�resSwdy sa eaao DWWb. ieras )5206 a05 OE6X9F SWfO6COY DRAIN: gtIH114W aw pnME ETTEN fss/c 795 mp� : ZA Ph- 01),621.0]10 FRN. F.1366 LJA PROJECT NO.: NT600-0112 DATE: MP 2022 SCALE NORZ: 1" . 10' WRT: 1" = 4' WM NO. 46 as STA 0+36.42 504= STORM WATER FACILITY 1 STA ]+10 ]] 603= PAV STA 8+245fi (000 ) - _----_---------- -----------------�MNNTENANCE AGREEMENT N �( STA 0+0000 IAT 3 = HACIENDA POST TRAIL MAIMPIN 0 TILL JOY. ESTABLISHED, SEE -/ J fff PRIVATE SWALE 2 TO BE HYDROSEEOED AND Y I HAS STA 34+J0.01 (0.00') CONNECT TO NL GUNSLINGER DRIVE (SEE SHEET 51) T-� ��_SHEET 2 FOR SECTION AND CALCULATIONS CD INSTALL 6' SO JUNCTION BOX STA 2+5448 SD- S T A --2LAT 30= S A V+UU UV SU4- K_ STA 0+95 J2 SD3- O STA 0+00.00 LAT ClE PAV STA )+BB 15 (000' ) � PAV SIA /+8834 (158 JS RT) O NSTALL 60' WYE NNECTION HACIENDA POST -0L-ry---------- ��, _ - HACIENDA POST TRAIL Cp N INSTALL 6' SO JUNCTION BOX I ----- _ INSTALL 45' BEND STA 0+16.J5 LAT 3E= Z PAV STA 18+0250 (14.50" LT) STA V+0000 IT 3C, -`( 1 TEJANO STREET G N - - I 'j---- 80 k - '- 1 ITU■� CONNECT TO INLET PAV STA 3J+95.44 (0.00') J GUNSLINGER DRIVE - I 0 009 Z PAV STA 3J+04.00 (14.50' LT) INSTALL 6' SO JUNCTION BOX PAV STA 18+0000 (1450' Li)V� m STA 4+08 78 SD3= TEJANO STREET INSTALL tHi V10VECURB INLET 80] 80 a0� STA 0+0000 SD3- O STA 0+00 00 IAT 3G NSTALL - 1 10' CURB INLET \ TC = 610.65 FL = 80590 \ 606- pqV STA ]+20 J3 (22652 PIT) 0 20 4C BG ITC = 812.11 FL = 80INLE INSTALL 45' WYE CONNECTION ED, "pSO HACIENDA POST TRAIL 802 INSTALL 5.1 SLOPED END HEADWALL IIII BW BJ99- 4 5 E 7 S 9 10 11 12 13 14 10' WIDE MAINIENANCE - 798 30 ACCESS RAMP AND PATH W O III ® 15% MAXIMUM SLOPE Q PROPOSES POND � L 1` c GUNSLINGER DRIVE T 3F 6 1DELEVNAAnONA-- SO-oCE/ LL � STA 0+2528 LAT 3H= N 42 3,1 y RCP - _ "�1� Yy -- - _ Jul\ ` • RCP INSTALL 445'STA 0- OWYET CONNECTION z IJ.I - ] ' _ STA 0+20,51 UT W 3, - - - - - - - - - - - - - . - PAV STA 6+ 1 J . 5 O .5 O' R T) T 3A HACIENDA POST TRAIL Q J `i 24` RCP i CONNECT TO NLET z �T 3 PO CITY PROJECT N0. 104089 T 3D PAV STA 6T T (14.50' RT) FID. 30114-02OQ431-104089-EO7685 (,% 1 22 LAT 21' RDP 1 ./18 -HACIENDA POST TRAIL %-27371 @ INSTALL - 1 10' CURB INLET -2-28 TC = 809.99 FL = 60524 IjI MAPSCO NO 05-C STA 0+2051 1AT 3F= / (HACIENDA STA 0+7229 LAT 3D= // TEJAN( / PAV STA 37+0650 (1430' LT) POST TRAIL STA 0+31.41 LAT 3H= UNDER MAX ITAILWATEO OESI'NCONOIIIO1' (PONOT100 aTEPI WSELj100E OUTFA 111 TV PAV STA I7+56.99 DO 01' RT) STREET / GUNSLINGER DRIVE VELOCItt FOR THIS PIPE CONVEYING 0100 = 163.6 CPS IS 8.3 FT/S, THE -MUM - - TEJANO STREET CONNECT TO INLET PAV STA 6+25.6J (0.00' J INSTALL 45 BEND STA 4+59 78 SD3= HACIENDA POST TRAIL UNCONSTRAINED VELO- (ASSUMING NO TNLWA ) ACHIEVED BY A 60" RCP (N=0.013) STA 0+92.J9 1AT 3D= STA 0+0000 LAT 3F INSTALL GO' BEND FT/4 - N GGEEO uMHNIGAL VSIU�YO PAV STA 1J+5250 (1450' RT) NSTALL 46 WYE CONNECTION STA 0+48.16 LAT 3H= = 3ENCHMARKS' -NO STREET PAV STA 6+1J.50 (14.50' LT).N EROSIVE VELOCITYFOR- BUTGLASSON (ROCK)ISIS FTSS CONNECT TO INLET PAV STA 3J+55.00 (14.50' RT) - PL THTO UCS) A 3ENCHMARK NO 1+ HACIENDA POST TRAIL GUNSLINGER DRIVE CONNECT TO INLET SQUARE CUT WITH 'X' IN CENER AT BACK OF CURB INSTALL - 1 10' CURB INLET DRPER EOU RED AT NONOUIF JN SOUTH SIDE OF SALINDA ROAD t 45' WEST OF PAV STA 1J+5000 (1450' RT) TC = 610.40 FL = 805.65 PAV STA 6+15.00 (14.50' LT) _ AAINSTAY WAY CENTERLINE. ELEV 7526E TEJANO STREET STA 0+20.51 -AT 3G= HACIENDA POST THAL PROTECTIVEO -SURE V IFE- NATURAL NROCK TONE A FALLS BELOW THE 100-YEAR -LCONGART INSTALL - 1 10' CURB INLET 3ENCHMARK NO 2 TC - 81236 FL = 80761 PAV STA 3715151 (1450- RT) INSTALL - 1 10' CURB INLET RAPA(OR OTHER MIRGATN'E MEASURES) DESIGN IF SOIL GUNSLINGER DRIVE CD2 TC 509.99 FL 505.24 CONDITIONS OTHER THAN ROCK E LOCATED AT THE OUTFALL SQUARE CUT WITH 'X' IN CENTER AT BACK OF CURB CONNECT TO INLET S7 ��71 JORTH OF THE PCCR OF SERRANO RIDGE AT 9+50 9+00 8+00 7+00 6+00 5+00 4+00 3+00 2+00 1+00 0+00 TOPPER RIDGE ROAD. ELEV 765.5C 820 a ' J° IWo J1 ezo K 1 1 MIL DAM REVISION BY 815 - - RA CeCi _rid -�v _ _r _ _ �dAn Ra CeG�i® PI'E '"'�i� GG,.� �'^: �- STORMRRAINELAN& n0 YR H� \ I Iz SD3 810 Ip ----- -... --- - 810 a sftT - - Madero Phase 4 i E 805 N v T'3'3:YT�� - - L E1TII N cr`I0�iC Z 80.5 \-_ ----�- III ��� - -� -------1 CITY OF FORT WORTH TIN 4 c�Ps; DENTON COUNTY, TEXAS o. E ) o e 800 V P Y r_e F 0/ CI a5 7 d� 151- \`\ 800 IN LA Q Oi 869IFS =_L3S �j4 `\L 6 �NOM CsntralEyres Phme 489.82 e�- /"5 -]9 �+i l110'Q-S �L=�2835 V �9r�C� Gale axes ]520fi FRN-FEW �/ 1191'�S I�u2�f391CS 1 �Illf� �W�(S�IPI.'� \ cl s_ 1 CL III -- 'j 061GTL S1NfOSCOT LJA PROJECT NO.. s 795 = 2 F �s 1 �,�. = T.0 F 'S { R rJ; .H 795 w � � I✓ , `'' 6Ef/INfI dVMHW NT600-0112 I:=101 TIN` Ta'41 m IN DALE. SEP 2022 SCALE 79012A4C i HORZ. I- 0 /2 m I d J==/ m 4 u F c N u y�m a �" 1 m / AlANIEI V. liET1EN VERY. SHEET N0. 4• -=sJ�-_J - - J��JJIsy'/"'��4`` 47 08785 ,� i2 ,� CCICI �+ ,� �+ 64.C1 E��CI �+.CI �+CIJ� �+ CICI CICI CI I 785 oe/15I222 OF 95 SHEER LAT 2A30 +OD D+°D LAT 2B LAT DG 2C LAT 2D °° °° N ao 830 f o y 830 825 m c 825 830 I 830 825 0 1 825 ��,i � _' �o �o �L �� ill �.. z f — V 825 „/-` �s Gf�-e 825 820 r ��'F�~ � Gw;I � - � 820 825 �----- F�„�- ----' 11 825 820 �r,�, - ----� 820 m \ .� PRoaosb `a. a20 ------b•�-� --- a20 815 n R fcl�L p� _-'- ----5---------' 1 R F\---------- `- - - 815 820 820 815 815 --r- ��� \� ¢ 810 815 76�iS�C�-�------- L- - ------ 815 {„,wl In Icv w� 815 810 f------� -------� 815 810 I 810 u9J Pts — LF d� O �.-1------- --------- cr yED ------- J _x.F---- 810 �.. 810 805 --'•"e_ pa33 80b 810 �----- „1 \ zl o, f 810 805 ----� -------� 805 �\(ISL�1 kC' �5. I �3 Flo PROJECT N0. 10104 ---- V `J 'J•�— O' c= I'� F �'.1" C►5`. III FID. 30114-0200431-104089-EOJ685 ry x-2J3J1 W-283J 4 � Gu- -----` �-�i�F MAPSCO NO 05-C 805 -EG;s I 805 800 -- -�- 800 805 - v,- IStP� 805 800 I EOO _ _= I I ' ----- °✓t=---7 -�c- - 1 -�- -- -�-----' 11 KS 800 79S—77-�-�n- `I= m -= 795 800----- 800 795 m_ s m 795 3INCMARK N r m° _____ �� ______ Il a o y '�__ r ��_,_____ 3ENCHMARK NO 1 �i k �i �i — �i �i �i IOUARE CUT 11 "X LI CANER AT BACK 1 CURB ` IN SOUTH SIOE OF RIFINE A ROAD t 45" WEST OF dAINSTAY WAY CENTERLINE. ELEV 7526f 33'v+ LL LLLL: 795 790 = rn l y LL' �I .`"�2--- 790 795------LL'r- y - LL----- 795 790 -------I�� - �----- LAT 2E LAT 2F LAT 2G AT 2H 790 3ERTHMOF NO 2 3ODARE CUT WITH 'X IN CENTER AT BACK OF CURB JORTH OF THE PCCR OF SERRANO RIDGE AT 0+00 1+00 0+00 1+10 0+00 1+00 0+00 1+00 TOPPER RIDGE ROAD. ELEV 765.5C ------� -----� ¢ m a 825 825 820 820 820 820 820 J+ ----' a� mU DATE REVISION EY / o r3 � 820� --- 820 815 �'�' �� 815 815 815 815 G� 815 F��I %----- ----IE �— PI'OF E 11 PFJP STORM DRAIN PROFH.ES -----------_---------` ndl ---- �----� _---------- -----� LATERALS 2A, 211, 2C, 2D, PR ,P�sFr \-------�tl�E \-••------- 1 DIYIf of _ _______ Pr�P� / 2E, 2F 2G&2H 8 ►41RA, Ro _ lo1� cC n 0 81b 815 810 NA uRIL �R �u ° 810 810 I � 810 810 �m�-Z--••-------� 810 e \ wTIRA �ql Mader® o. F ---- -------------- ----V--Phase 41••a RHc� -�----------------------r---------- ------ d 810 810 805-------- 805 805 ---- 805 805 � 80. Lr F CITY OF FORT WORTH I_--------------------- •-��-p------------ 4f _------------y-/------- DENTON COUNTY, TEXAS �¢ 1 „-- / .,:� �— raws� -. __ SIX "'805 1.f aESs�u 805 800 U�LL 5`i� CI� _✓�-t.-__- 800 800 1�___-____ •'ti3 a----�s°.cl, -� 800 800---------- .. R VZ`N -�ow ° 800 -��r r` '�i. 800 795 ---- -- --••-------- 795 795 �--- F -- / n---� 795 795 -----------••''ter' 795 DEsG° ca al wreffwav A PROJECT INn° 0 8 i r I5.) FIN 6065 z to W B � Gallas, Texas ]5208 FRN- F-1386 a C1. SPMOSCOr LJA PROJECT NO.. �§ ORAwn. caunxAu NT611-1112 0A>t. SEP 2022 —---------------------- n ---- SCALE - .. -------^------- '^------- o�v — ------------ — ------ ------ten' �— o--------------�w� ----- t N1 9 IERZ. I. _ ' - ------ 790 790 �- t _ 1 7� DAwEE, sEI,E vER3. 1.=. 795 m 795 790 o m 790 790 ----- -- N oae. N II I I FEET x0. 1 �.. oa 790 I �� ,� I 790 785 785 785 785 785 1 ��� � I 785 /15 z z= of 11 sxEErs -- STORM WATER FACILITY -RVAT----- E $ NALE 1 -1 PRIVATE SWALE_2-809' MAINTENANCE AGREEMENT 0--------- 1, I so3 - -- -- - � 1111 / J Fp = I 10' WIDE MAINTENANCE 811 6 U ACCESS RAMP & C 15% MAXIMUM SLOPE 4 IN FF = BOG.6 A J / RC`DRAINAGE FACILITY _.sr=P -1 i 1 l /J - l V EU E! /809 GUNSLINGER DRIVEu MA% 4 _ \ O �O .IN I 6 SLOPES 18 R1 812 2 80^ IN FF = B� I 1 O6fi ] 2J \ FP 8120 � 1 B MIN FF = BOfi fi - - 16 IT_, P= )IN 2.0 8112. FP FP =FP = 812.4 812 e„ a SI 811 5 MIN F = MIN FF MIN FF =MINFF=MINFF0 6BIG 6 806 6 8066 SoG Sfi520 21 22 23 2 12.3 Pr000eed qa9_ IIIr ]]7]>]8888889999880000058I88035514..........00000001 Maro P�080N23..T.1 a0 s4PoAnR001..:...0PO62B95]-11 -1c59 iV1.H>8 ELEVATION FTId6EeMCC4)FWyULA80t A�III i�807...B TERGE0N00365 NjRTD O(UT)(CFSI O OTIII 1 2 BOofi228..0013 1 .502 053 20 80 1223 090 1548069 26 2.33 807 2168 2.43 4.0 '09 0.9B 3.11 81 .7.1 2W 195 ,84. 1., 2.1 2. 0 2.0fi7 80 5.0 028 0.0 T0 22.16 81 W A 2- 2.1 0 2221113 A 210l 2.93 936 o 22.' 13.57 201 .11 3.03 0 12RG2 2.18.16 215 1 .7 33N 80 FR0E 3170 3.13 BOfi.0 11.0 2.816 2.74 18.90 224 I 801 3.3 3.23 807.G 12.0 2174 2.21.]9 2.1 1 80]9 3470 3.33 808.0 13.0 3,135 3.1 ..85 245 1 1 D. 3. 3.43 Webeae rafe Tmmp')xaaryootkr'7ucfure durMg iJ0.yr 5prmewnL III 3796 3.53 SPILLWAY OEMGN GALCUEATONS 808.2 3959 3.412 73 Q=CLH15 ENa 216.iSWM Tech.1.1 Manual-HydrsWlcs 1 8084 4290 083 U 2.65 Per Ta 24. GVdM Technical Manuel-HvtlrauGca 809 4480 3.93 g fGQfi%Dkwkage o]hie pr4neryoufbt L=110 h Pe...... bn tlrewk,9a slradure OurMg f00.yr a1orm awnl. !Y 0.9 S O ,W Flaw 80fi5 X 1l ryp��.�" Ml 1@i 1p10Rrvr V.6ELv01'\ _9 EMw 807.4 1 iUwyPo EL Id.� mW Ireebaerd eabw pocd tool _ If 08 Eb0vZ41 1 0-YROB4O It Q•rvCaAuv$(eoiMwv tl'¢cl,ama(10I .., red y a Pro.N Matlero Ph..4 P7 P-H 4. HJ]����oo��ppyyyy FREQUENCY) 1-'EAR 5-JEiS(117G-YFAR a4 m, NfL0Wi/ICC�J�I 79 290 5t5 _ a O TFL LUME Tji 798.5 .1.1 .041 L VOLUAE�G ,') 3.8 6.9 150 ITOP OF POND 808 FP = FP = FP = 8112 8109 810fi .IN FF = MI FF = IN FF = EGG 6 S 6 806.6 MAX 'l ..., 800 / T9� SLOPES I ULTIMATE 100 YEAR WATER SURFACE ~ ELEVATION = 804 60 I\\\\ I J9J �g _37 BIG I// 809 -810 FP FP = FP = 10.3 26 810.0 809 ] IN FF MIN FF MIN FF = II ROB 6 806.6 28 29 30 BP _ W09.F EXISTING GROUND sG OF TOP OF POND 808.00 POND 808.00 100 YEAR _ WSEL=804.60 FR� BOA 29. MAX PARK / = 4H.1V CROSS SLOPE -.J (MAX) 41F (MAX) 0.50�_ OUTFLOW ENTIRE DO-. OF POND TO STRUCTURES EE EXISTING ROCK PER C A AA 2-4'x3' RGB'S GEOTECH REPORT, IF SECTION A -A FL-79500 & OTHERWISE PILOT CHANNEL NTS FL=800 00 WILL BE PROVIDED P HC4.1<Pond NYtlro9nph N NORMAL NG�W/ ER LEVEL IFTI n BOTTOM OF POND IFT) >1< m �N - em .xr u1 x.0 am TMP•1 arpr uw afif Laf oN 0 N 3L 04o a- 1 f I, 0 20 40 8( / 1 EXISTING GAS - MAX 4.1 J r "� J WELL SIT SLOPES / � / 3 /2-4'X3' LE / / BOB'S SD2-72" RCP (SEE SHEET 43) _ (SEE SHEET 44) \ 1 \ L CITY PROJECT NO. 104089 ED. 30114-0200431-104089-EOJ655 %-2 ` 73J1 W-283J f4L MAPSCO NO 05-C < � � 10i1§wwM:alk4�141W. ENC HMARKS- IWRDA,Rt� ENCHMARK NO 1 OUARE STA,CUT WITH "X" IN CENTER AT BACK OF CURB FP = FPi _ _ _ _g c JN SOOTH SIDE OF SALINDA ROAD t 45" WEST OF 8091 808.6 � IHMA WAY CENTERLINE ELI 7526E MIN FF = MIN FF = 806.6 806.E A_ __ 3ENCHMACU NO 2 - �OUARE CUT WITH 'X' IN CENTER AT BACK T CURB I'R,\ JORrH OF THE PCCR OF SERRANO RIDGE AT 32 33 \ xl 1 JI �TOPPER RIDGE ROAD. ELEV 765.5C JI STORM DRAINAGE EASEMENT SOUTHWESTERN GAS PIPELINE, INC. BOUNDARY CC,#2007-74812 O.P.R.B.C.T. LIMITS TOP OF LOT (M BUFFER POND 80800 LINE DATE REVISION BY MINIMUM) 100 YEAR _ WSEL=804.80 DETENTION POND PLAN TOPSo OF 808 POND 00 )mAx ( (MAX) 4H IV EXISTING J Madge.® GROUND(MAX)SECTION B-B (MAX) ENTIRE BOTTOM OF POND TO ]Phase 4 BE EXISTING ROCK PER NTS GEOTECH REPORT EMERGENCY SPILLWAY MA% WEE- 8074 OP OF POND=808.00 EMERGENCY SPILLWAY TOP FLOWLINE=80fi.0 POND=808.00 lillo' SO WAY 4H'1V EXISTING GROUND \X) -°W*a SECTION C-C NTS EXISTING GROUND - \ CITY OF FORT WORTH DENTON COUNTY, TEXAS {�yr �. 8D80 otlh a al rpe-I 5NIb4W Dallas, Te 75206 IA Phone 48982f 0]f0 FRN-F-1366 DESIGN: GRANTHAM DRAWN. GRPNhNM LJA PROJECT NO.. NT600-0112 DALE. SEP 2022 v SCALE HORS. i. - d0' Ri. N/A ��4WL fN 20A FEEL NO JJ oe/I5J2 2a OF 95 SHEETS 1 R R1 ALL. DTI NOTES LEGEND �I \ ` 1. ALL PORTIONS OF PROPOSED REFAINING WALLS N Y 2' IXCAVA gN m J W INCLUDING FOUNDATIONS, FOOTINGS, ETC SHALL NOT 3 SPOT ELEVATION LIMB R'O.W. EXTEND INTO THE RIGHT-OF-WAY. 31'� ^` / 'Y 2 THE Mn rvTErvnrvCE OF RUNNING WP1L5 SHALL BE THE ]I.3 EXISTING SPOT ELEVATION O RESPOrv58LTv OF THE PROPERTY OWNER ON WHICH 0 I PM 2• B-B 2' pM mod' ` THE RUNNING WALL IS LOCATED. FP FNISHED PAD ELEVATION O N �� /-- pa'� I' 3. RUNNING WALLS GREATER THAN 15" IN HEIGHT REQUIRE O 2'� __G•I2 � f / SEPARATE BUILDING PERMITS. RUNNING WALLS GREATER TC TOP OF CURB QD THAN 24" IN HEIGHT REWIRE PLANS SIGNED AND "k SEALED BY A UCENSED STATE OF TEXAS STRUCTURAL EG EXISTING GROUND Z 2� DESIGN F2. P E y (Ull. P� 0.5. SHOWMAILN ONE PLAIN x' © © ® \� �I ` FOR GEOTECHNICPL ENGINEER. ROW ARROW rIXGVAPON GRADE ` _ f 1. TYPICAL PAD SIZES ME M' X 70' UNLESS DIMENSIONED }- -- EXISTING STORM DRAIN SYSTEM Z PM i A R.O.W IS TO BE GRADED M A 1/4" PER FOOT FAIL TO THE STREET. OTHERWISE. 2. FINISH FLOOR ELEVATION (FT) IS ASSUMED TO BE 1.10' ES EXPOSED BEAM CD LZ' `LIMB B. FROM VMD TO BE GRADED AT A 3:1 SLOPE. 2' OFF THE FRONT ro �L� ABOVE FINISHED PAD (iP). O 0 20 40 80 IXCAVABON NOTES: SETBACK LINE AND THEN SLOPED AT 1.0% TO STREET R.O.W. 3. FF ELEVATION SHALL BE A NININUN OF 2' ABOVB THE VC VALLEY GUTTER A. CONTRACTOR IS TO BUILD PAD 2' BEYOND DESIGN PM. C. EXCAVATION COMPACTOR SHALL CUT 5' BEHIND THE BACK OF CURB ULTIMATE 1W-YEAR FE A MINI ELEVATION. T TOp OF WALL UNLESS OTHERWISE NECESSARY FOR MOISTURE CONDITKINING. B. CONTRACTOR IS TO CUT SWALCS 0.5' BELOW THE DESIGN SWA1E, V611' 4. MAXIMUM IXPOSED BEP1.1 (EB) SHALL BE 0.]' AS MEASUREDC. CONTRACTOR IS TO bAYLIGHY OVERCUT SWALES TO TOP OF CURB. CURB$ SHAL BE BACKFILLED WITH UBLITY SPOILS. SFROM FINISH PAD (FP). B BOTTOM OF WALL 63 5. FINISHED PAD MUST BE 0.3' ABOVE THE HIGHEST POINT ONE ENO Oi WALL 2• PAD EXCAVATION DETAIL S9 JA 'A' LOTS. TYPICAL GRADING CROSS SECTION A MAXMUM DRIVEWAY SLOPE a 12R IS PERMIT ED TO AVOID }� ENDPROPOSED STORM DRNN S S EM5•N� NTS _-L - -�IVO OMA�YVMUMM DERIVEWAY SLOPE $GLEIS BE 1pEX0UIRED. THE cn - ;1 ]. DROP GARAGES ME ALLOWED UP TO A MAYJMUM OF 1.0'. PROPOSED ftETNNINC WALL -L 8.ALL DRIVEWAYS ME TO BE PLACED ON THE HIGH SIDE OFINDICATES SIDE OF LOT WHERESWALE DRIVEWAY MUST BE LOCATED 41 THE LOT UNlE55 OTHERWISE SHOWN.TOE I WAILORI NNING 9. ALL WORK SHALL BE PERFORMED ACCORDING TO lJ GRADING KEY MAP GWTECHNICAL REPORT W210517-r<v1 DATED APRIL 8. 2022 /Ir SCALE: I'=5M' PERFORMED BY ALPHA TESTING. O \ NTS Q • '"�;. ro /m 300' GAS WELL ) � n M�P4.1 SIDE STORM WATER FACIUTY \a �^ HEAD SETRACK FID: W1CITY 1114-MM431-104089-EO]685 ECT NO. 1-89 u "I AGREEMENT o X-27371 N MAPSCO NO. 05-C N I PRIVATE SCALE 2 TO BE HYDRMEWW AND �"•' ' - �MAINTNNW RI ]OR ESTABLISHED, SEE -� ` SHEET 52 MR SECTION AND CALCUUTONS / 8.0 80-- / V - / 4 1-_ 10' WIDE MNNTENANCE I wowwbarsbelow. ACCESS RAMP MD PATH- n / CdllbetorC you tliD. I O 15% MA% SLOPE m / �. 9ENCHMARKS: Tj 923 ACRES 9ENCHMaRK No 1: TEXAS CHRISTIAN UNIVERSITY oOUARE CUT WITH 'X' IN CENTER AT BACK OF CURB - 2 1 / TIDY ___ I 1 )N SOUTH SIDE OF SAUNDA ROAD i 45' WEST OF F _ - y` - _ VOL. 1122, PG. 638 INSTAY WAY CENTERLINE. ELEV ]52.88 (SECOND TRACT) /''9ENCHMARK NO 2; 2R I L'�- -� 806,�-"/ J. / D.R.D.C.T. WARE CUT WITH X. IN CENTER AT BACK OF CURB ' , `( I �� AORTH OF THE PCCR OF SERRANO RIDGE AT tc.i .COPPER RIME ROAD. ELLY 765.50 I I B 'pI J1M YR W\/A)TER SURFACE EXISTING GAS 8,1 ELEVATION _ 804.60 / 1 WELL 511E (SEE SHEET 55 FOR MAX 4:1 SIDE am I SECTIONS k CALCULATIONS 1% SLOPES Q' ) 4- I r 2R MA , ® -► / / I..$, I DATE REVISION BY .� al , eor $ S ? /\DRNN� FACILITY EASEMENT U & n POSITIVE GRADING PLAN [ / \ `� % y ,�. �� �� LOW POINT F I ]9' T'6� ICI 2 90J BOZ IJI� I�- _ I \ Madero Phase- 4 I �661ie I 9os l ,,.0 I 9. .5 bI/1T SFIE� FJ5 �_ _ __--- ___------ = CITY OF FORT WORTH - �-- z° - $1 - T �EE S .�� _ r \ \_ DENTON COUNTY, TEXAS sa 9 `C ry P iMFFE- 6.6 rAFFE-806.fi1h FEE- O6.6C T AFF WMMSNUR AFFE=808.8E AF .BO6.6C AFM- 006.6( AFFE=8p6.60' AFFE-BO6.6C .iE=806.6AFFE-806. \FEE=608.8C -{ FF-`E=0O68C �� FP FP= FP- I (TYPE )- I '(TYPE. ) (T812 YPE A) _(811 88)a \ \ 81 E A) (1YPE-A) O.9) ttPD p) (TYP 26a i ("lo.0 0 9.A ' -S 9.4 (809.1 (STY0 .6 ---- _----- -- ------ -- - ---------_ fi060�NOM Central Er sway Ph- 469.621.0710 8 3 G S-GAS-B 4JA Sal 400 IjI PE I Dal 06 FRN-F-1386 20 c e 21 0 22 23 2 25 R 26 2] o 20 29 30 0 0 31 0 32 a o yy STORM HOE IIEMGX. SANTOSCOv PROJECT MO.; EIkSEMENT {y I^ HIGH POINT 8 ® © I a _ m !` Pu mW �i 1N. f ✓ `bpy MMMI: BaRHrpT NTWo-o11z W W I LD m W W W Z3 DATE: sre 2w 73 ].1 8 6J TE SCALE \\ T c=eo 36 Boa. 8 TC= 1L aD5 9 CAUTION!! S ' c VER: 1• - ao' N 4s Tf.-8 0.9 10.66, C 10.0'�y TC- 09.76 C= TC= 09J6 jC= .865 G=808. TC= 8.266 iC= ].98 �C�B T.66] - TC=8ST.0$, �9� k' " IX511NC GAS RPELINO, pM E_ BETTER � VBB: N/A CIFY LOCATION ONTRACTOR PROMO PRID t �Eo i'� SHEET NO. jE TO CONSTRUCTION f�;wui 58 oa 3 OF 96 SHIRTS 50 100 ul Ed '� GRADING LIMITS & LIMITS r OF THIS CONTRACT W INSTALL SEDIMENT Ld W BARRIER PRIOR TO LAND DISTURBANCE _ (n _-_ ROCK T --uHtCrc DAM zi DE -WATERING CALCULATIONS DE -WATERING RATE= VOLUME/TIME (2-YR, 24-HR) = 153,582 CF/(3fi HR-60MIN/HR•600EC/MIN) 1.165 CFE OUTFALL PIPE 0 0.5% HAS A 3.3 FPS MAXIMUM VELOCITY i FAIRCLOTH SKIMMER SIZING VOLUME = 153,582 IF DE -WATER TIME = 36 HR SKIMMER SIZE = 8• ORIFICE DIAMETER = J.0• NOTE. S • SEE SHEEP 30 FOR FAIRCLOTH SKIMMER DETAILS SEDIMENTATION BASIN SIZING: "l PER TIED TPOES STORMWATER GENERAL PERMITS TXR15000 AT 3600 VI CF STORAGE PER ACRE DISTURBED AREA, 41.7 ACRES SITE 2-YEAR/24 HOUR VOLUME' V=AREA X DEPTH X RUNOFF COEFIRCIENT IW -41 7 ACRES X 43,560 SF X 24 ER X 011 MRN X 12 N X 0.30 ACRE J-- 41 - 152.582 IF Z SEDIMENT STORAGE VOLUME. 1,000 OF y I = RED STORAGE VOLUME 153,582 OF = 5,688 CY , �! 6 STORAGE VOLUME PROVIDED: 24,289 CY (60' AVERAGE DEPTH OVER SEDIMENTATION AREA OF 313 AC) Lj NOTE. • 2 VR/14 HOUR RAINFALL INTENSITY FOR WM MA COUNTY IS 014 IN/HR PER THE 3014 ISWM MANUAL 1� • LL INTENSITY 0 VR/34 HOUR RAINFALL INTENSF1 FOR DEMON COUNTY I IS 0.39 IN/HR PER THE NCTCOG 2014 ISWM MANUAL. IS NOTE. THE CONTRACTOR SHALL CONTACT THE FOLLOWING AT LEAST 48 HOURS PRIOR TO EXCAVATING IN THIS AREA. FORT WORTH WATER DEPARTMENT 1-817-871-8296 T%U ELECTRIC DELIVERY I-800-242-9113 CHARTER COMMUNICATIONS 1-81J-509-62J2 FORT WORTH TRANSPORTATION/PUBLIC WORKS 1-817-392-5100 FOR OTHER FACILITIES WWW TEXAR0110RG OR 1-800-545-6005 -1 DEVELO CONDUCT A REQUIRES IT II 1 _ 1 2. PRIMARY OPERATOR TO LOCATE AND MAINTAIN EQUIPMENT STAGING AREA AND EQUIPMENT LAYOOWN AREA 1 / 3 PRIMARY OR IS RESPONSIBLE TO SUBMIT THE N01, UPKEEP AND / MAINTAIN THE CONSTRUCTION SITE IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL REQUIREMENTS FOR EROSION AND SEDIMENT CONTROL. (TIES 1 i TXR160000) SEDIMENT BARRIER TO 4. PRIMARY OPERATOR SHALL IMMEDIATELY HVDROMULCH ALL DISTURBED AREAS AT THE COMPLETION OF ALL GRADING ACTNFIES WITHIN THE 100 BE INSTALLED WITH FLOODPLAIN 5.IF ANY EARTH MATERIAL IS TRANSPORTED FROM THE CONSTRUCTION SITE, THE CONTRACTOR RESPONSIBLE FOR MAINTAINING EROSION CONTROL SHALL PROVIDE STREET CLEANING ON PUBLIC STREETS ON A DALY BASIS. EARTH MATERIAL IS NOT PERMITTED TO ACCUMULATE ON ANY PUBLIC STREETSUSE OF WASH WATER TO WASH SEDIMENT FROM STREETS IS PROHIBITED VPN.�ESYEAR 6. CONSTRUCTION ENTRANCE TO BE DETERMINED BY OWNER. 7. ALL PARKLAND, RIGHT OF WAY (ROW) CORNER CLIPS, AND TRAFFIC DIVDERS WILL BE MAINTAINED AND MOWED BY THE CONTRACTOR FOR HIGH GRASS AND WEEDS EVERY 14 DAYS 8 ANY PARKLAND, RIGHT OF WAY (ROW), CORNER CLIPS, AND TRAFFIC DIVIDERS THAT WERE DISTURBED DURING CONSTRUCTION WILL BE PUT BACK IN THEIR ORIGINAL STATE OF BETTER. 9 IN THE EVENT, GRASS HAS BEEN DISTURBED IN PARKLAND, IN THE RIGHT A WAY, CORNER CLIPS, OR TRAFFIC DIVIDERS CONTRACTOR WILL RESTORE GRASS GRASS WILL BE ESTABLISHED AT TOG% BY THE CONTRACTOR 10. FOR PARKLAND, ROWS/ MEDIAN. CONTRACTOR WILL USE CLEAN TOP SOIL WITH NO ROCKS TO BACK FILL BEFORE LAYING OF 50D OR HYDRO 1 SEEDING. 11 GRADING TO BE INSPECTED BY HARD AGENT B11-392-1100 PRIOR TO SEEDING OR SOD / 12. DELIVERY TICKETS OF CLEAN SOIL WILL BE FURNISHED ASAP ON REQUEST THIS IS IN ACCORDANCE WITH SECTION 33-1 AS F RELATES TO RESTORATION OF THE ROW 13 FINAL LOCATION OF ONSITE WASTE AND MATERIALS STORAGE TO BE DD'ETER�MIINNNTT,,�EE�DD�nIIIIN ((THHHE�E��FIELD. > N F3'" fNUSUN C'UNINUL �AkAS�RE�SMEy ONLY BE PLACED IN FRONT OF INLETS, IN 'P1� 1 (ram CHANNELS, DRALNAGEWAYS OR BORROW DITCHES AT THE RISK OF CONTRACTOR NSTALL ROCK CONTRACTOR SHALL REMAIN LIABLE FOR ANY DAMAGE CAUSED BY THE CHECK DAM MEASURES, INCLUDING FLOODING DAMAGE, WHICH MAY OCCUR DUE TO TOTAL DISTURBED: BLOCKED DRAINAGE AT THE CONCLUSION OF ANY PROJECT, ALL CHPN NE S, - _ BRAINAGEWAVS AND BORROW DITCHES IN THE WORK ZONE SHALL BE DREDGED - -- 41.7 ACRES OF ANY SEDIMENT GENERATED BY THE PROJECT OR DEPOSITED AS A RESULT - - - - - - - - OF EROSION CONTROL MEASURES, LEGEND N SEDIMENT BARRIER TO BE — — — INSTALLED PRIOR TO ANY — — — — — — — — LAND DISTURBANCE OR WIPED GRADING CH (SEE DETAIL SHT 30) I � SEDIMENT BARRIER TO BE - - - - - - - - - - - - - 0 INSTALLED AFTER FINAL CD GRADING AND/OR AFTER PAVEMENT CONSTRUCTION z AND CURB BACKFlLL ROCK RIPRAP GRADING UMFS & 03 LIMITS OF THIS—••—••—••—O CONTRACT INLET PROTECTION SURFACE FLOW ARROW "t ROCK CHECK DAM oao W cn CONSTRUCTION Q ENTRANCE / EXIT TRUCK WASHDOWN AREA WASTE AND MATERIALS STORAGE LOCATION Ir TEMPORARY SEDIMENTATION BASIN LJ Q CITY PROJECT NO. 104089 FID. 30114-0200431-104089-E07685 -3J3J1 W-283J MAPSCO NO 05-C 1 1 3ENCHMARKS 3ENCHMARK NO 1' SQUARE CUT WITH 'X' IN CENTER AT BACK OF CURB JN SOUTH S1DE OF SALINDA ROAD t 45' WEST OF AAINSTAY WAY CENTERLINE ELEV 7526E 3ENCHMARK NO 2' SQUARE CUT WITH 'X' IN CENTER AT BACK OF CURB JORTH OF THE PCCR OF SERRANO RIDGE AT DOPPER RIDGE ROAD. ELEV 765.5C DATE I REVISION BY ISWM CONSTRUCTION PLAN Madero Phase 4 CITY OF FORT WORTH DENTON COUNTY, TEXAS �t — LA 6080 aM _y Phan. 4696210710 Suite AGO Dallae, Te.. 75206 FRN-F-1366 DESIGN: HARRIS LJA PROJECT NO.. DRAWN. HARRIS NT600-0112 DALE. SEP 2022 �♦p /N r SCALE HORZ. 1' ArvIE BELLE 14os a VERT. N/A �o tEH W SHEEPr�NO. 92 Oe/15I 22 OF 95 SHEER 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 Rev. 11 /17/2016 Exhibit "D" Stormwater Structural Maintenance CHECKLIST FREQUENT INSPECTION Mowing Remove Trash and debris Inspect irrigation system operation Remove grass clippings Violations Noted MINOR INSPECTION Condition of Pond Amount of silt in pond Amount of silt in flume Amount of ponded water Amount of wetland vegetation Location of Erosion Percent of vegetation Condition of trash _guard Location of Erosion MAJOR INSPECTIONS Condition of Stormwater Quality Structure Type of Stormwater Quality Structure Structure type and Condition Condition of Rip - Rap REPAIRS REPAIRS DATE REQUIRED MADE NOTES STORMWATER FACILITY MAINTENANCE AGREEMENT Rev. 11 /17/2016 Condition of filtration system Berm or Embankment Settlement Location of erosion Evidence of Animals Evidence of Aquatic life Condition of Aeration Foundation STORMWATER FACILITY MAINTENANCE AGREEMENT Rev. 11 /17/2016