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HomeMy WebLinkAboutContract 55132 Date Received: 01/07/2021 City Secretary Time Received: 11:06 am Number: 55132 STORMWATER FACILITY MAINTENANCE AGREEMENT THIS AGREEMENT, made and entered into this day of January 6 2021 _ by and between Don Valk, hereinafter referred to as "Landowner", and the City of Fort Worth hereinafter referred to as "City". WITNESSETH WHEREAS, the Landowner is the owner of certain real property described as an approximately 3.96 acre tract located in the W.W. Anderson Survey, Abstract 22, Tarrant County, Texas according to the deed recorded in Instrument D214241210, Deed Records, Tarrant County, Texas,hereinafter called the "Property". WHEREAS, the Landowner is proceeding to build on and develop the Property according to the Site Plan/Subdivision Plan known as Assured Self Storage hereinafter called the "Plan", which is expressly made a part hereof, as approved or to be approved by the City and the Landowner provides for management of Stormwater within the confines of the Property; and WHEREAS, the City and the Landowner, and their successors and assigns, agree that the health, safety and welfare of the residents of the City of Fort Worth, Texas require that on-site Stormwater Management Facilities be constructed and maintained on a portion of the Property; and WHEREAS, the City requires that on-site Stormwater Management Facilities ("Facility") as shown on the Plan be constructed and adequately maintained by the Landowner, its successors and assigns, the location and dimensions of which is shown and OFFICIAL RECORD STORMWATER FACILITY MAINTENANCE AGREEMENT Rev.10/2020 CITY SECRETARY FT. WORTH, TX more particularly described by metes and bounds in the attached Exhibit "A" ("Facility Property"); and NOW, THEREFORE, in consideration of the foregoing premises, the mutual covenants contained herein, and the following terms and conditions, the parties hereto agree as follows: 1. The Landowner, its successors and assigns, shall adequately construct and maintain the on-site Stormwater Management Facility (Facility") at no expense to the City of Fort Worth in accordance with the design specifications for the Facility, attached as Exhibit 'B", and the current standards then in force and effect in the City of Fort Worth and with the Operations and Maintenance Plan attached to this Agreement as Exhibit '`C". The Stormwater Facility includes all pipes, channels or other conveyances built to convey Stormwater to the facility, as well as all structures, improvements, and vegetation provided to control the quantity and quality of the Stormwater. Adequate maintenance is herein defined as good working condition so that these facilities are performing their design functions. The Stormwater Structural Control Maintenance Checklists, attached to this Agreement as Exhibit "D", are to be used to establish what good working condition is acceptable to the City. 2. The Landowner, its successors and assigns, shall inspect the Facility and submit an inspection report to the City annually. The purpose of the inspection is to assure safe and proper functioning of the Facility. The inspection shall cover the entire Facility, berms, outlet structure, pond areas, access roads, etc. Components of the Facility, which need maintenance or replacement to perform their design function, shall be noted in the inspection report along with the corrective actions to be taken. 3. The Landowner, its successors and assigns, hereby grant permission to the City, its authorized agents and employees, to enter upon the Property and to inspect the Facility Property whenever the City deems necessary. The purpose of inspection is to follow-up on reported deficiencies and/or to respond to STORMWATER FACILITY MAINTENANCE AGREEMENT 2 Rev.10/2020 citizen complaints. The City shall provide the Landowner, its successors and assigns, copies of the inspection findings and a directive to commence with the repairs if necessary. 4. In the event the Landowner, its successors and assigns, fails to maintain the Facility in good working condition as specified herein, the City, its authorized agents and employees, may enter upon the Facility Property and take whatever steps necessary to correct deficiencies identified in the inspection report and to charge the costs of such repairs to the Landowner, its successors and assigns. It is expressly understood and agreed that the City is under no obligation to routinely maintain or repair said Facility, and in no event shall this Agreement be construed to impose any such obligation on the City, such obligation is Landowner's. 5. The Landowner, its successors and assigns, will perform the work necessary to keep the Facility in good working order as appropriate. In the event the City pursuant to this Agreement, performs work of any nature, or expends any funds in performance of said work for labor, use of equipment, supplies, materials, and the like, the Landowner, its successors and assigns, shall reimburse the City upon demand, within thirty (30) days of receipt thereof for all actual costs incurred by the City hereunder. In the event that Landowner or its successors or assigns fail to pay the City for the costs incurred under this section, the City shall impress a lien for the costs of such work upon other lots owned by the Landowner. Such lien shall be perfected by filing in the office of the County Clerk of Tarrant County, Texas an affidavit identifying the property to be charged with such lien, stating the amount thereof, and making reference to this Agreement. 6. This Agreement imposes no liability of any kind whatsoever on the City. THE LANDOWNER AGREES TO HOLD THE CITY HARMLESS FROM ANY LIABILITY IN THE EVENT THE FACILITY FAILS TO OPERATE PROPERLY. LANDOWNER COVENANT AND AGREE AND DOES HEREBY INDEMNIFY,HOLD HARMLESS AND DEFEND THE CITY OF FORT WORTH, ITS AGENTS, SERVANTS AND STORMWATER FACILITY MAINTENANCE AGREEMENT 3 Rev.10/2020 EMPLOYEES FROM AND AGAINST ALL COSTS, EXPENSES, LOSSES, DAMAGES, CLAIMS OR CAUSES OF ACTION WHATSOEVER ARISING, OR WHICH MIGHT ARISE, FROM THE FAILURE OF LANDOWNER OR ANY FUTURE OWNERS OF THE ABOVE FACILITITY PROPERTY TO MAINTAIN THE FACILITY, INCLUDING, BUT NOT LIMITED TO THE BED AND BANKS OF THE DETENTION POND; ANY DAMAGES CAUSED TO PERSON OR PROPERTY DUE TO (1) FLOODING OF THE POND AND ITS BANKS,(2)SLOPE FAILURE OF THE BANKS OF THE POND, OR (3) FAILURE OF THE POND OR ITS BANKS TO OPERATE IN A MANNER CONSISTENT WITH CITY OF FORT WORTH CRITERIA TO PERFORM ANY OTHER DUTIES OR OBLIGATIONS HEREUNDER. 7. Landowner covenants and agrees that no habitable building shall be erected within the drainage easement outlined on Exhibit "A" but this paragraph shall not preclude construction of other improvements within the drainage easement, which do not impede drainage. Landowner covenants and agrees that no habitable building shall be erected on the above property abutting such easement which shall have a finished floor at an elevation less than two feet above the maximum depth of water in the detention pond which would occur during a 100 year frequency flood. 8. This Agreement shall be recorded among the land records of Tarrant County, Texas, shall constitute a covenant running with the land, and shall be binding on the Landowner, its administrators, executors, assigns, heirs and any other successors in interests, including any property owners association. [SIGNATURE PAGE FOLLOWS] STORMWATER FACILITY MAINTENANCE AGREEMENT 4 Rev.10/2020 Executed this 6th day of January 20 21 CITY: LANDOWNER: Dana FLI"LdolFc Dana Burghdoff(jan 6,202108:31 CST) Dana Burghdoff, Asst. City Manager City of Fort Worth Date: 1-6-2021 Date: Approved as to Form and Legality: R. Lam=-adgj-� Christa R.Lopez-Reynold (Jan 5,2021 :29 CST) Christa Reynolds, Sr. Asst. City Attorney City Attorney's Office Date: 1-5-2021 ATTEST: 'e 2 * Contract Compliance Manager: 61'r Ronald P.Gonzales(Jan 6,202114:0 T) Mary Kayser, City Secretary By signing I acknowledge that I am the City Secretary's Office 400�nnn� person responsible OTORT �� for the monitoring and administration of Date; 1-6-2021 p�,�o °oO� this contract, including 0�0 o�1d ensuring all perfoi-mance and reporting 000 d � °* Y'd requirements.�o �� AEXASoAp Janie S. Morales, Planning Manager Development Services Date: 01/05/2021 OFFICIAL RECORD CITY SECRETARY STORMWATER FACILITY MAINTENANCE AGREEMENT Rev. 11/1712016 FT. WORTH, TX STATE OF TEYLAS COUNTY OF TAR ANT § This instrument was acknowledged before me on January 6, 2021 by Dane Burghdoff, Assistant City Manager of the City of Fart Worth, on behalf of the City of Fort Worth. LAURIE Digitally signed by LAURIE PEQUENO LEWIS PEQUENO LEWIS 021.01.0609:00:30 0600' o,�p.RYPGe/ LAURIE PEQUENO LEWIS Notwy Public, State of Texas 2 Notary Public • • STATE OF TEXAS N, GV P Notary I.D. 132278952 9�OF� My Comm.Exp.Dec.10,2023 STATE OF TEXAS 5: COUNTY OF TARRANT Before rne, the undp.r itgrlled authority can this a,day of 'b , 2020, personally appeared Dorn Valk, Owner, Assured Self Storage, known to me to be the perm whose name is subscribed to the foregoing instrument and acknowledged to me that the same is the act of Don Valk, Owner, and that, he executed the same as its Ownerand as the act of such Assured Self Stom. rid For the purposes and consideration expreed in the foregoing instrument. wo� btu Public, State of Texas Y wry'}Linn Moom r coiflmis34on ExPIM *1 f�+ 01 491202a1 OFFICIAL RECORD CITY SECRETARY 8TORMMTER FACILITY MAINTEKANCEAGREEMENT FT. WORTH TX Rev.11[171207$ EXIIISIT "A" INSERT LEGAL DESCRIPTION STORMWATER FACILITY MAINTENANCE AGREEMENT 7 Rev.11117/2016 EXHiBOT A PRIVATE ®ETENTiON EASEMENT _ C�combs Land Survey' Hne. Located Within _ = P.0.Box 6160 ]Fort Worth,Texas 76115 Lot I R2B, Block 2 (817)920-7600 Valley Vista Addition _ T.S.P.t..S.FIRM No. 101110880 City®f Fort Worth, CLS JOB No. 14-0179 Taint County, Texas LEGAL DESCRIPTION BEING a tract of land located in within Lot 1 R2B, Block 2, Valley Vista Addition, an addition to the City of Fort Worth, Texas according to the plat recorded in Cabinet A, Slide 11652 of the Plat Records of Tarrant County, Texas and more particularly described by metes and bounds as follows: BEGINNING at a point in the Southeast right—of—way line of East Hurst Boulevard, being the Northwest boundary line of said Lot 1 R2B and lying N 67° 50' 13" E, 51.92 feet from a 5/8—inch iron rod found with yellow plastic cap stamped "MSI" at the Northwest corner thereof; THENCE N 67° 50' 13" E, 15.00 feet continuing along said right—of—way line and said boundary line to a point; THENCE S 22° 09' 47" E, 17.28 feet departing said right—of—way line and said boundary line to a point; THENCE S 07' 50' 13" W, 31.78 feet to a point; THENCE S 22° 09' 47" E, 29.83 feet to a point; THENCE S 37° 09' 47" E, 10.15 feet to a point; THENCE N 68° 34' 52" E, 17.17 feet to a point; THENCE S 21° 25' 08" E, 146.10 feet to a point; THENCE S 66° 25' 08" E, 45.85 feet to a point; THENCE N 68° 34' 52" E, 12.69 feet to a point; THENCE S 21' 25' 08" E, 84.64 feet to a point; THENCE N 68° 34' 52" E, 164.67 feet to a point; ��.•0 F°•.TF THENCE S 21° 25' 08" E, 32.00 feet to a point; A, ° )jSrf,Q 9 THENCE S 68° 34' 52" W, 186.67 feet to a point; °•°•°°°•°•°°°•°•°W.•°°•••......... RONALD ... THENCE N 21° 25' 08" W, 111.80 feet to a point; THENCE N 66° 25' 08" W, 45.00 feet to a point; 9,j. `,fSeSI'3 �O SUR`i THENCE S 68' 34' 52" W, 23.29 feet to a point; THENCE N 21' 25' 08" W, 148.84 feet to a point; THENCE N 37° 09' 47" W, 10.69 feet to a point; THENCE N 22' 09' 47" W, 35.83 feet to a point; THENCE N 07° 50' 13" E, 31.78 feet to a point; THENCE N 22° 09' 47" W, 13.26 feet to the PLACE OF BEGINNING, containing 14,427 square feet of land. SHEET 1 OF 2 EXHlBlT A PRIVATE DETENTDON EASEMENT _ �®® lI�'(11 bs Land SLI.DrIC'veym' I g9 Enc. Located Within _ = P.0.Box 6160 (Fort Worth,Texas 76115 Lot I R2B, Flock 2 (817)920-7600 Malley Vista Addition - T.B.P.L.S.FIRM No. 101110880 / Duty Of FOPQ Worth, CLS JOB No. 14-0179 Tarrant County, Texas \ BASIS OF BEARINGS: SOUTHEAST RIGHT-OF-WAY LINE OF 1/2"IRF"RPLS 5294" EAST HURST BOULEVARD AS SHOWN ON PLAT RECORDED 3/4"IRF BEARS IN CABINET A, SLIDE 11652, P.R.T.C.T. � ���\ N 22'1 1 1 1"W 0.29' * V N 0 T E * Ov�� ALL SUBJECT PROPERTY BOUNDARY LINE BEARINGS AND DISTANCES AREDEED NOTED�HEREONACTUAL UNLESS OTHERWISE 15' UTILITY ES'MT. \ r2c^ \ �50' 3' VOL. 388-190, PG. 78 \ N� PLACE O F �67° P.R.T.C.T. \\ '10 007p SHOWN ON PLAT -A CAB. A, SL. 11652 \ \ A o y BEG I N N I N G P.R.T.C.T. \ " 'p 61.50 5/8"IRFN 92 Q \\\ "MSI" 51. \\ LOT 1 R2B,BLOCK 2 \\ VALLEY VISTA ADDITION �6 CAB.A,SL.11652 * LINE TABLE \ P.R.T.C.T. � L1 N 67'50'13'E 15.00' \ L2 S 22°09'47 E 17.28' \ L3 S 07'50'13"W 31.78' Z\ N L4 S 22°0947'E 29.83' N Z N PRIVATE L5 S 37'09'47E 10.15' Qn_ L 6 N 68'3452 E 17.17' �\ N rnDETENTION ES ' MT . � L7 S 66'25'08'E 45.85' 1 4 , 4 2 7 S F L8 N 68'34'52'E 12.69' (\ rn L9 N 6625'08"W 45.00' \ o_ L 10 S 68°34 52"W 23.29' L 11 N 37°09'47"W 10.69' LOT 1R2A,BLOCK 2 \ L 12 N 22'09'47"W 35.83' VALLEY VISTA ADDITION \CAB. 13 N 07°50'13'E 31.78' P..R.TT.C.T..C.T. 52 �) L 1,6 L 14 N 22°0947"W 13.26' \ L10 4,9 N U) N \ N 5/8"IRF"MSI" Z 61' N o 5/8"IRF"MSI" 02'49"W N c� 'E 164 oo- 6,3.29 1 cs co 68. �^ o Q N 1 � � z 166.61 LOT 1111,BLOCK 2 0 5 68°34 •OF VALLEY VISTA ADDITION i1 CAB.A,SL.7714 (.0 �. o�� £� ,•0 9 P.R.T.C.T. 61 (3 5' UTILITY ES'MT. ....o>„><><........>.>.><....o.... � VOL. 388-190, PG. 78 RONALD W. COOMBS P.R.T.C.T. .....................0.0.0......0.. SHOWN ON PLAT 5294 Q CAB. 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S. 3 5LOG F l % ,t �t m � mNX �M s X b _�,,•,1 ..X� i�N o Q� �O �� I 5 � F Y O w¢va K ti o% ,,GJM) /O Oo wo �V� W - w g (1w E 2 � G g 5 - 3g 35 0 ram"' 'B ZBF sE -k k s 3 F V EXHIBIT "C" DRAINAGE CHANNEL MAINTENANCE AGREEMENT 9 Rev.7/2006 THE' ISOLATOR" ROW INTRODUCTION An important component of any Stormwater Pollution Prevention Plan is inspection and maintenance.The StormTech Isolator Row is a technique to inexpensively enhance Total Suspended Solids(TSS)and Total Phosphorus(TP) removal with easy access for inspection and maintenance. THE ISOLATOR ROW The Isolator Row is a row of StormTech chambers, either SC-160, SC- 310, SC-310-3, SC-740, DC-780, MC-3500 or MC-4500 models,that is Looking down the Isolator Row from the surrounded with filter fabric and connected to a closely located manhole manhole opening,woven geotextile is shown for easy access.The fabric-wrapped chambers provide for settling between the chamber and stone base. and filtration of sediment as storm water rises in the Isolator Row and ultimately passes through the filter fabric.The open bottom chambers and perforated sidewalls(SC-310, SC-310-3 and SC-740 models) allow storm water to flow both vertically and horizontally out of the chambers. Sediments are captured in the Isolator Row protecting the storage areas of the adjacent stone and chambers from sediment accumulation. A woven geotextile fabric is placed between the stone and the Isolator Row chambers.The woven geotextile provides a media for stormwater filtration, a durable surface for maintenance, prevents scour of the underlying stone and remains intact during high pressure jetting.A non- woven fabric is placed over the chambers to provide a filter media for " flows passing through the perforations in the sidewall of the chamber. The non-woven fabric is not required over the SC-160, DC-780, MC-3500 ` or MC-4500 models as these chambers do not have perforated side walls. The Isolator Row is typically designed to capture the"first flush"and StormTech Isolator Row with offers the versatility to be sized on a volume basis or flow rate basis. Overflow Spillway(not to scale) An upstream manhole provides access to the Isolator Row and OPTIONAL typically includes a high flow weir. When flow rates or volumes exceed PRE TREATMENT the Isolator Row weir capacity the water will flow over the weir and RMTECH discharge through a manifold to the other chambers. ISOATORR 9 9 ISOLATOR Row Another acceptable design uses one open grate inlet structure. Using a "high/low"design (low invert elevation on the Isolator Row and a higher MANHOLE invert elevation on the manifold)an open grate structure can provide the WITH advantages of the Isolator Row by creating a differential between the °VEH V,°;R Isolator Row and manifold thus allowing for settlement in the Isolator Row. The Isolator Row may be part of a treatment train system.The design of the treatment train and selection of pretreatment devices by the ECCENTRIC design engineer is often driven by regulatory requirements.Whether HEADER pretreatment is used or not,the Isolator Row is recommended by StormTech as an effective means to minimize maintenance requirements and maintenance costs. Note:See the StormTech Design Manual for detailed information on designing inlets for a StormTech system, including the Isolator Row. OPTIONAL STORMTECH CHAMBERS g g Y g ACCESS ISOLATOR ROW INSPECTION/MAINTENANCE INSPECTION The frequency of inspection and maintenance varies by location.A routine inspection schedule needs to be established for each individual location based upon site specific variables.The type of land use(i.e. f industrial,commercial, residential),anticipated pollutant load, percent imperviousness, climate, etc. all play a critical role in determining the actual frequency of inspection and maintenance practices. At a minimum,StormTech recommends annual inspections. Initially, the Isolator Row should be inspected every 6 months for the first year of operation. For subsequent years,the inspection should be adjusted based upon previous observation of sediment deposition. The Isolator Row incorporates a combination of standard manhole(s)and strategically located inspection ports (as needed).The inspection ports allow for easy access to the system from the surface, eliminating the need to perform a confined space entry for inspection purposes. If upon visual inspection it is found that sediment has accumulated,a stadia rod should be inserted to determine the depth of sediment.When the average depth of sediment exceeds 3 inches throughout the length of the Isolator Row,clean-out should be performed. MAINTENANCE The Isolator Row was designed to reduce the cost of periodic maintenance. By"isolating"sediments to just one row,costs are dramatically reduced by eliminating the need to clean out each row of the entire storage bed. If inspection indicates the potential need for maintenance,access is provided via a manhole(s) located on the end(s)of the row for cleanout. If entry into the manhole is required, please follow local and OSHA rules for a confined space entries. Maintenance is accomplished with the JetVac process.The JetVac process utilizes a high pressure water nozzle to propel itself down the Isolator Row while scouring and suspending sediments.As the nozzle is retrieved,the captured pollutants are flushed back into the manhole for vacuuming. Most sewer and pipe maintenance companies have vacuum/JetVac combination vehicles. Selection of an appropriate JetVac nozzle will improve maintenance efficiency. Fixed nozzles designed for culverts or large diameter pipe cleaning are preferable. Rear facing jets with an effective spread of at least 45" are best. Most JetVac reels have 400 feet of hose allowing maintenance of an Isolator Row up to 50 chambers long.The JetVac process shall only be performed on StormTech Isolator Rows that have AASHTO class 1 woven geotextile(as specified by StormTech)over their angular base stone. StormTech Isolator Row(not to scale) Note:Non-woven fabric is only required over the inlet pipe connection into the end cap for SC-160LP,DC-780,MC-3500 and MC-4500 chamber models and is not required over the entire Isolator Row. SC-740,SG3107 COVER ENTIRE ISOLATOR ROW WITH ADS OPTIONAL INSPECTION PORT GEOS`MTHETICS 601T NON-WOSEN 1GE LE SL HIN1AIDE i yniyµy,a ue . S�UEZU.-U11NIMDE /< W�'b'�,Y•j �� _ W�����NNN�N , t �C tVtMtVtVtud4tt � STORMTECH CHAI,IBER MC-450U,MCCON CONNECTION TO END C COVER PIPE _ NNVVUU^�R""bb W uu'� LONNELTION TO END CAP WITH ADS twdt°twd�°tudwtt°t ut� �� GEOSYNTHETICS60'ITNOI WCVENGEOTEXTILE - - - i t t t v. t' STORMTECH ENO CAP CATCH BASIN OR Q MANHOLE I SUMP DEPTH TBD BY SIT DESIGN ENGINEER �24'I—mm]MIN RECOMMENDED) TWO LAYERS OE ADS NDCHAMBERS.CONTINUOUS NBRIC WITHOUT BETWEEN FOUNDATION STONE AND CHAMBERS.COh TINUOUS FABRIC WITHOUT SEAMS 11611 mm)HOPE ACCESS PIPE REQUIRED:MG45SE,MC�500.SC-140.11. 'ID?'11.11n1 MIN WIDE'.MCw500 12'(300 mni)HIRE ACCESS PIPE REQUIRED:SO-310 9.25'(2.5 m)MIN WIDE:MC�EOU 6"(206 mm)HOPE ACCESS PIPE REQUIRED:SC-t 6OLP 5L1.5 ni)MIN OuIDE:DC-�80,SC-740 MIN IMDE SC-310,SGI60LP LLLLLL� � � ISOLATOR ROW STEP BY STEP MAINTENANCE PROCEDURES STEP 1 Inspect Isolator Row for sediment. A) Inspection ports(if present) i. Remove lid from floor box frame ii. Remove cap from inspection riser iii. Using a flashlight and stadia rod,measure depth of sediment and record results on maintenance log. iv. If sediment is at or above 3 inch depth, proceed to Step 2. If not, proceed to Step 3. B)All Isolator Rows i. Remove cover from manhole at upstream end of Isolator Row ii. Using a flashlight, inspect down Isolator Row through outlet pipe 1. Mirrors on poles or cameras may be used to avoid a confined space entry 2. Follow OSHA regulations for confined space entry if entering manhole iii. If sediment is at or above the lower row of sidewall holes(approximately 3 inches), proceed to Step 2. If not, proceed to Step 3. STEP 2 Clean out Isolator Row using the JetVac process. A)A fixed floor cleaning nozzle with rear facing nozzle spread of 45 inches or more is preferable B)Apply multiple passes of JetVac until backflush water is clean C)Vacuum manhole sump as required STEP 3 Replace all caps, lids and covers, record observations and actions. STEP 4 Inspect&clean catch basins and manholes upstream of the StormTech system. 1)B) 2 1)A) i i 4, SAMPLE MAINTENANCE LOG I Stadia Rod Readinas Sediment Depth Date Fixed point to chamber Fixed point to top of Observations/Actions Inspector bottom 3/16/11 6.3 fE Mane New LasEaLl.aELon. 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