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HomeMy WebLinkAboutContract 63782Date Received: 8/7/2025 Permit No.: SWFMA-25-0055 Time Received: 2:00 pm. City Secretary No.: 63782 STORMWATER FACILITY MAINTENANCE AGREEMENT THIS AGREEMENT, made and entered into this 6th day of August , 2025, by and between Coca-Cola Southwest Beverages LLC , a Delaware limited liability company, acting by and through Reyes Garcia, its duly authorized Vice President -Supply Chain, hereinafter referred to as "Landowner", and the City of Fort Worth, hereinafter referred to as "City". WITNESSETH WHEREAS, the Landowner is the owner of certain real property described as a 2.501-acre tract of land situated in the W. B. Dewees Survey, Abstract No. 396, the David Odum Survey, Abstract No. 1184, City of Fort Worth, Tarrant County, Texas and being a portion of a 4.2641-acre tract of land described as Tract 1 and a portion of a 10.4396-acre tract of land described as Tract 2, Tarrant County, Texas according to the deed recorded in Document No. D217074616, Official Public Records, Tarrant County, Texas, and being a portion of Lot 3, Block 3R as shown on the Corrected Plat of Lot 1, Block 4 & Lot 3, Block 3 of Fossil Creek Addition, an addition to the City of Fort Worth, Texas as recorded in Plat Cabinet A, Slide 1916 of the Plat Records of Tarrant County, Texas (P.R.T.C.T.), and being a portion of Lot 2, Block 3 as shown on Final Plat of Fossil Creek Addition, Phase 1, Section 1, an addition to the City of Fort Worth, Texas as recorded in Plat Volume 388-140, Pages 40-42, P.R.T.C.T .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 Fossil Creek Facilitv Expansion. hereinafter called the "Plan", which is expressly made a part hereof, as approved or to be approved by the City and the Landowner provides for management of storm water within the confines of the Property; and; STORMWATER FACILITY MAINTENANCE AGREEMENT Rev. 03/01/2022 BN OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX 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 more particularly described by metes and bounds in the attached Exhibit "A" ("Facility Property"); and NOW, THEREFORE, in consideration of the foregoing premises, the mutual covenants contained herein, and the following terms and conditions, the parties hereto agree as follows: 1. The Landowner, its successors and assigns, shall adequately construct and maintain the on -site Stormwater Management Facility ("Facility") at no expense to the City of Fort Worth in accordance with the design specifications for the Facility, attached as Exhibit `B", and the current standards then in force and effect in the City of Fort Worth and with the Operations and Maintenance Plan attached to this Agreement as Exhibit "C". The Stormwater Facility includes all pipes, channels or other conveyances built to convey Stormwater to the facility, as well as all structures, improvements, and vegetation provided to control the quantity and quality of the Stormwater. Adequate maintenance is herein defined as good working condition so that these facilities are performing their design functions. The Stormwater Structural Control Maintenance Checklists, attached to this Agreement as Exhibit "D", are to be used to establish what good working condition is acceptable to the City. 2. The Landowner, its successors and assigns, shall inspect the Facility and submit an inspection report to the City annually. The purpose of the inspection is to ensure the safe and proper functioning of the Facility. The inspection STORMWATER FACILITY MAINTENANCE AGREEMENT 2 Rev. 03/01/2022 BN 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 citizen complaints. The City shall provide the Landowner, its successors and assigns, copies of the inspection findings and a directive to commence with the repairs if necessary. 4. In the event the Landowner, its successors and assigns, fail to maintain the Facility in good working condition as specified herein, the City, its authorized agents and employees, may enter upon the Facility Property and take whatever steps necessary to correct deficiencies identified in the inspection report and to charge the costs of such repairs to the Landowner, its successors and assigns. It is expressly understood and agreed that the City is under no obligation to routinely maintain or repair said Facility, and in no event shall this Agreement be construed to impose any such obligation on the City, such obligation is Landowner's. 5. The Landowner, its successors and assigns, will perform the work necessary to keep the Facility in good working order as appropriate. In the event the City pursuant to this Agreement, performs work of any nature, or expends any funds in performance of said work for labor, use of equipment, supplies, materials, and the like, the Landowner, its successors and assigns, shall reimburse the City upon demand, within thirty (30) days of receipt thereof for all actual costs incurred by the City hereunder. In the event that Landowner or its successors or assigns fail to pay the City for the costs incurred under this section, the City shall impress a lien for the costs of such work upon other lots owned by the Landowner. Such lien shall be perfected by filing in the office of the County Clerk of Tarrant County, Texas an affidavit identifying the property to be STORMWATER FACILITY MAINTENANCE AGREEMENT 3 Rev. 03/01/2022 BN 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 EMPLOYEES FROM AND AGAINST ALL COSTS, EXPENSES, LOSSES, DAMAGES, CLAIMS OR CAUSES OF ACTION WHATSOEVER ARISING, OR WHICH MIGHT ARISE, FROM THE FAILURE OF LANDOWNER OR ANY FUTURE OWNERS OF THE ABOVE FACILITY PROPERTY TO MAINTAIN THE FACILITY, INCLUDING, BUT NOT LIMITED TO THE BED AND BANKS OF THE DETENTION POND; ANY DAMAGES CAUSED TO PERSON OR PROPERTY DUE TO (1) FLOODING OF THE POND AND ITS BANKS, (2) SLOPE FAILURE OF THE BANKS OF THE POND, OR (3) FAILURE OF THE POND OR ITS BANKS TO OPERATE IN A MANNER CONSISTENT WITH CITY OF FORT WORTH CRITERIA TO PERFORM ANY OTHER DUTIES OR OBLIGATIONS HEREUNDER. 7. Landowner covenants and agrees that no habitable building shall be erected within the boundaries of the Property in which the Facility is located as outlined on Exhibit "A" but this paragraph shall not preclude construction of other improvements within the boundaries of the Property in which the Facility is located, which do not impede drainage. Landowner covenants and agrees that no habitable building shall be erected on the above property abutting such boundaries of the Property in which is Facility is located, which shall have a finished floor at an elevation less than two feet above the maximum depth of water in the detention pond which would occur during a 100-year frequency ft 0 1�1 STORMWATER FACILITY MAINTENANCE AGREEMENT 4 Rev. 03/01/2022 BN 8. This Agreement shall be recorded among the land records of Tarrant County, Texas, shall constitute a covenant running with the land, and shall be binding on the Landowner, its administrators, executors, assigns, heirs and any other successors in interests, including any property owner's association. REMAINDER OF THIS PAGE TO REMAIN BLANK STORMWATER FACILITY MAINTENANCE AGREEMENT cJ Rev. 03/01/2022 BN Executed this _ day of 2025. CITY OF FORT WORTH LANDOWNER Coca-Cola Southwest Beverages LLC y a Delaware limited liability company Jesica McEachern By: Reyes Garcia Assistant City Manager Its: Vice President -Supply Chain City of Fort Worth Date: 08/06/2025/3//Z 7Z S Date: Approved as to Form and Legality: Contract Compliance Manager: `v , Km' v A l &rs-) It By signing, I acknowledge that I am the M. Kevin Anders, II (Aug 4, 2025 16:31:11 CDT) person responsible for the monitoring and M. Kevin Anders, II administration of this contract, including Assistant City Attorney ensuring all performance and reporting City Attorney's Office require ts. Date: 08/04/2025 Kandice Merrick 4VFTRUaa Planning Manager ATTEST: off° 08/04/2025 Date: Ja\(nnette S. Goodall City Secretary Date: 08/07/2025 OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX STORMWATER FACILITY MAINTENANCE AGREEMENT 6 Rev. 03/01/2022 FIN STATE OF TEXAS 2025 This instrument was acknowledged before me on August 6th, by Jesica McEachern, Assistant City Manager of the City of Fort Worth, on behalf of the City of Fort Worth. o,�pRY Pp9 KATRLEEN BRADFORD a Notary Public + + STATE OF TEXAS Notary I.D. 12197197 "FOF My Comm. Exp. Apr. 12, 2027 LANDOWNER STATE OF,. COUNTY OF C S\C�. Notary Public, State of Texas BEFORE ME, the undersigned authority, a Notary Public in and for the State of on this day personally appeared Rei4s e _ Cxwv (name), \C � i�VeSN 0�i tle), known to me to be the person whose name is subscribed to the forego g instrument, and acknowledged to me that he/she executed the same for the purposes and consideration therein expressed, as the act and deed of C;1oQ- (1squ ntity), a �--L-C (entity type) and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this 1 day of�Jiv� rj �1i Notary Public, tate o ., MINDY STRINGER Notary ID s ion Exp821 ires � My commission Expires January 28, 2029 STORMWATER FACILITY MAINTENANCE AGREEMENT 7 Rev. 03/0112022 BN EXHIBIT "A" LEGAL DESCRIPTION STORMWATER FACILITY MAINTENANCE AGREEMENT Rev.03/01/2022 BN COCA -COLA SOUTHWEST BEVERAGES LLC STORM WATER FACILITIES MAINTENANCE AGREEMENT EXHIBIT "A" LAND DESCRIPTION: BEING a 2.501-acre tract of land situated in the W.B. Dewees Survey, Abstract No. 396 and the David ❑dum Survey, Abstract No. 1184, City of Fort Worth, Tarrant County, Texas and being a portion of a called 4.2641-acre tract of land described as Tract 1 and a portion of a 10.4396- acre tract of land described as Tract 2 in Special Warranty Deed to Coca-Cola Southwest Beverages, LLC, recorded in Document No. D217074616 of the Official Public Records of Tarrant County, Texas (O.P.R.T.C.T.), and being a portion of Lot 3, Block 3R as shown on the Corrected Plat of Lot 1, Block 4 & Lot 3, Block 3 of Fossil Creek Addition, an addition to the City of Fort Worth, Texas as recorded in Plat Cabinet A, Slide 1916 of the Plat Records of Tarrant County, Texas (P.R.T.C.T.), and being a portion of Lot 2, Block 3 as shown on Final Plat of Fossil Creek Addition, Phase 1, Section 1, an addition to the City of Fort Worth, Texas as recorded in Plat Volume 388-140, Pages 40-42, P.R.T.C.T., and being more particularly described by metes and bounds as follows: BEGINNING at a 112-inch iron rod with yellow plastic cap stamped "A.H. HALFF ASSOC" found at the southeast corner of said Lot 2, Block 3, Fossil Creek Addition, Phase 1, Section 1 and northeast corner of said Lot 3, Block 3R of the Corrected Plat of Fossil Creek Addition, said point being on the west right-of-way line North Riverside Drive (120-foot right-of-way) as shown on said plats and also shown on Final of Fossil Creels Addition, Phase 1, Section 2, an addition to the City of Fort Worth, Texas, as recorded in Plat Volume 388-145, Pages 37-38, P.R.T.C.T. from which a 112-inch iron rod with plastic cap stamped "A.H. HALFF ASSOC" found for reference bears North 89 degrees 29 minutes 05 seconds West at a distance of 745.12 feet; THENCE South 0 degrees 27 minutes 48 seconds East continuing along the west right-of-way line of said North Riverside Drive and the east line of said Lot 3, Block 3R, a distance of 103.67 feet to a point for corner from which a 1/2-inch iron rod found for reference bears South 0 degrees 25 minutes 59 seconds East at a distance of 143.13 feet; THENCE departing the west right-of-way line of said North Riverside Drive and continuing over and across said Lot 3, Block 3R (and said Tract 1) the following courses: South 89 degrees 29 minutes 09 seconds West a distance of 64.00 feet to a point beginning a curve to the left having a central angle of 42 degrees 43 minutes 07 seconds, a radius of 50.50 feet and being subtended by a 36.79-foot chord which bears South 65 degrees 53 minutes 50 seconds West; Continuing along said curve to the left, an arc distance of 37.65 feet to the end of said curve; South 44 degrees 32 minutes 16 seconds West a distance of 85.42 feet to a point beginning a curve to the right having a central angle 45 degrees 00 minutes 00 seconds, a radius of 29.50 feet and being subtended by a 22.58-foot chord which bears South 67 degrees 02 minutes 16 seconds West; Continuing along said curve to the right, an arc distance of 23.17 feet to the end of said curve; 1:\Survey\R317926.01- Fossil Creek Survey\05.11 Survey\10 CARD & BIM\10.20 Legal Descriptions\317926015WFMA_E5MT exhibit-LGL.docx Page 1 of 4 COCA -COLA SOUTHWEST BEVERAGES LLC STORM WATER FACILITIES MAINTENANCE AGREEMENT EXHIBIT "A" South 89 degrees 32 minutes 16 seconds West a distance of 556.89 feet to a point for corner; North 0 degrees 27 minutes 27 seconds West a distance of 96.52 feet to a point for corner from which a 1/2-inch iron rod with plastic cap stamped "A.H. HALFF ASSOC" found for reference bears North 6 degrees 19 minutes 50 seconds West at a distance of 90.78 feet; North 82 degrees 49 minutes 13 seconds East a distance of 88.28 feet to a point for corner; North 89 degrees 32 minutes 16 seconds East a distance of 480.47 feet to a point for corner; North 0 degrees 27 minutes 44 seconds West a distance of 27.61 feet to a point beginning a curve to the right having a central angle of 90 degrees 00 minutes 00 seconds, a radius of 9.50 feet and being subtended by a 13.43-foot chord which bears North 44 degrees 32 minutes 16 seconds East; Continuing along said curve to the right, an arc distance of 14.92 feet to the end of said curve; North 89 degrees 27 minutes 04 seconds East a distance of 53.21 feet to a point for corner; North 0 degrees 27 minutes 44 seconds West a distance of 43.35 feet to a point on the north line of said Lot 3, Block 3R (and said Tract 1) and also being on the south line of said Lot 2, Block 3 (and said Tract 2); THENCE continuing over and across said Lot 2, Block 3 (and said Tract 2) the following courses: North 0 degrees 27 minutes 44 seconds West a distance of 289.93 feet to a point for corner; North 89 degrees 34 minutes 51 seconds East a distance of 104.98 feet to a point for corner on the west right-of-way line of said North Riverside Drive and east line of said Lot 2, Block 3; THENCE South 0 degrees 27 minutes 48 seconds East along the west right-of-way line of said North Riverside Drive and east line of said Lot 2, Block 3, a distance of 289.72 feet to the POINT OF BEGINNING and containing 108,941 square feet or 2.501 acres of land, more or less. l:\Survey\R317926.01- Fossil Creek Survey\05.115urvey\10 CAaa & BIM\10.20 Legal Descriptions\317926015wrMA_ESMT_exhibit-LGL.docx Page 2 of 4 COCA -COLA SOUTHWEST BEVERAGES LLC STORM WATER FACILITIES MAINTENANCE AGREEMENT EXHIBIT "A" Bearings are based on the State Plane Coordinate System, Texas North Central Zone (4202), North American Datum 1983 (2011). All distances are surface values and can be converted to grid values by dividing by the combined scale factor of 1.00012. A plat of even survey date herewith accompanies this land description. For Huitt-Zollars, Inc. Mitchell S. Pillar Registered Professional Land Surveyor Texas Registration No- 5491 Huitt-Zollars, Inc. TBPELS Firm Registration No. 10025600 5430 LBJ Freeway, Suite 1500 Dallas, Texas 75240 (214) 871-3311 oillar(a.huitt-zollars.com Date: June 16, 2025 0 F T� MMC--HELi 5AGUN PiiL_AR R 5491 APO- k\Survey\R317926.D1- Fossil Creek 5urvey105.11 Survey\10 CAD❑ & BIM\10.20 Legal Qescriptions\31792601 SWFMA_E5MT_exhihit-LGL.docx Page 3 of 4 NEa&IUM 14"FOSSLLCAEES VAhg10i.r I SUMIEWO CIW& BUID.,15 MFPPWG VEX•E}Nr�lSa1'1Ah461_.^,11FFItiE9Mi-E'WIp1-OHG Y I I I I I ! and-caL4 smqmml sr �s I I I ear? BEIEMOES! Y a s� ai � BLOCK 1p PHASE 4 5110ne V 1 �sse O?aK-lam 40-42 W •9' TRpC I I N 338 1'E k$4 L 4 A.A. rC F. pk f I — — — — — — — — — ---�r""^^'�'{• f3 APPROXIMATY L9CRTION �DRYETlAe ■TR.4GT LINK 0 75 150 300 I I G.�� w°w"ri. _47FOSM I eoraBLOCK s CREEK lap7lAk Pl7Rse a srcrlcw ! N „o Ktl.l68-r40-42 SS�'U ' I I vp,.rcTT. SCALE: 1" = 150' I n I I card-Ca'.A SWYMAYS'T iz I I N I I sIEVEWca ac ` i o COCA -COLA SOrIAVMESr slELaa4ers eec ! f Op17aT r, E OAR r.G r. y STORM WATER 8 f I — CURVEC1 X7741M I I MCTZ FACILITIES MAINTENANCE z I PAINT OF 4=42°43.07" 71PAari i AGREEMENT F R=50,50• I J 108,941SQ.FT. I BEGINNING L= 37,65' CB= S 65°53'50"W I t I AE'IA� 2.5D1 AC. A14A � I C= 3e-79' I I I'J S S9'290'VV 745.12' l { CURVE C2 FO.SSR G7£E�YLAM� FMSE d _Zcnom ! 1 ll 14 C3 N 89' $302E ari I ul �. ❑=45-00.00" KL' .7ab-rxa AO5S 40-ir v.RLGr I I m. I m? HO27.61'"W I on Lz2 T L= 23.1T J `j- 27,61' I •- o N 88°32'1 fi'E 460 d T CB= 5 67'02' 16-4V 8'E � A 7 — — — w ' C= 22.58' I 88-2g raSAY. Aaprlcw L I a 4 49L CA& A SRC r s /' - CURVE 03 I S PR rc r- Y" 5 88'29�u9'w rr 6GC4- MW .FS L4 IIE r 4 L= 14.92' arlm7tsre CB= N 44°32'16"E C= 13-43' t I f - — — �.. — — — aP.RCT r � � _ —...� S89'32'1S"N'556.69' ib C2 I J J I I ---------------- ------------ 4— I 1 io IRF 1„ 1iac N a�i Ifq, �IF� prf RRCC, �` ^ rossu. [7efex A00'77L1V ••..57 .•. �? LOT 1. BLOCK 4R J I 0 I ❑P`gkv F•G N❑uR�gA ASS ,, ALAND DESCRIPTION OF EVEN SURVEY DATE ACCOMPANIES THISEXHIBITW. LEGEND • AMA, N2'IRON RW FOUND WITH PLASTIC CAP STAMPED'AH HALFF ASSOC' ERF 11t IRON ROO FOUND{WITH NO CAP) O POINT FOR CORNER P.O.B. POINT OF BEGINNING N.TS. NOTTOSCAt.E P.R-T.O.T. PLAT WORDS. TARRANT COUNTY, TEXAS aPA.T-C.T. OFFICIAL PUBLIC RECORDS, TARRANT COUNTY. TEXAS ��. Q' � 4,•,CP ,. CAd A. SIIOE 1916 PRrcr J I I . + (FORkTHL r) LOT 1• BLOCK 4 I I h41TCHELL SAGUNPlL _Aj crttl A vrcnt rr7ASE 1, seclxw T Ke. Tee-r4s rcS s7--.re I ........... .......... =.;°�y 5491 P..Rrcr. I i i For Huitt-ZDIIars, Inc. P.=U- 1 ffi[chell5 Pillar Registered Professional Land Surveyor Texas Registration No. 5491 EXHIBIT MAP Huitt-Zollars, Inc. H U ITr STORM WATER FACILITIES MAINTENANCE TBPELS Finn Registration No-10025600 HO ZOLLARS AGREEMENT -"EXHIBIT A" 5430 LBJ Freeway, Suite 1500 2.501 ACRES I] all Dallas Texas 75240 xas 5430 L9J Freew suite 1500 ay' W.8, Dawees Survey. Abstract No, 396 David Odurll survey, Abstrad No. 1184 87 pillar[aZhuift-xol€ars.corn Date: June 16, 2025 Dallas, Texas 75240-2675 CITY OF FORT WORTH 214.871.3311 TARRANT ARRANT COUNTY, TEXAS BASIS OF BEARING: Hearings are based on the Stale Plane Coordinale System, Texas North Central Zane (4202) North Amerun Dalum 1983 (2011) Hz PROJECT NO.: R317926.01 DATE: June 16,2025 SHEET 4 OF 4 Approved Waivers FORT WORTH o in Fort lNrKll'i Stormwater Management REQUEST FOR WAIVER FROM CITY OF FORT WORTH — STORMWATER Submitted by: Nicolas Gomez Phone: 817-335-3000 ext 10285 Email: NGomez@Huitt-Zollars.com Company: Huitt-Zollars, Inc. Date: 06/24/2025 Proposed Project Description Name: Fossil Creek Facility Expansion Type: Expansion of existing warehouse, additional trailer parking lot, and a detention pond. Location: 3400 Fossil Creek Blvd, Fort Worth, TX 76137 (include map) Existing Condition (show information on map or drawing) CFW Maintained Facilities: Vacant land Existing Right -of -Way for CFW facility: Not applicable Topography: See attached "Pond Sheet". Other Pertinent Data Related to Variance Request: Related to DS-25-0058 & CG25-00076 Waiver Request Specific criteria you want to vary: Section 3.8.4.5-Detention Structures- Grassed side slopes shall be 4:1 or flatter Explain why the criteria needs to be varied or is not applicable: Required detention pond volume requires a side slope of 3:1 in lieu of the standard 4:1 max side slope. Site constraints. Explain how the basis for the criteria will be satisfied: Geo-technical addendum from Rone Enqineerinq confirms the side slope can be 3:1 for the detention pond. List attachments supporting waiver request (preliminary design report excerpt, construction drawings, calculations, photographs, map, etc.: Geo-technical addendum, pond sheet, grading sheets Justification of Decision: pond is only receiving private flow with relatively low velocities and measures have been provided to reduce erosion and maintenance Notes: Waiver Decision: Accepted Nolan Reviewer Signature: Schomer Denied ❑ Digitally signed by Nolan Schomer Date: 2025.07.0713:24:31 -nsl Form CFW-7 Date: 7.7.25 City of Fort Worth Stormwater Criteria Manual 161 r• CERTERRA f RONE ENGINEERING May 9, 2025 Mr. Josh Hiltabiddle Clayco, Inc. 2199 Innerbelt Business Center Drive St. Louis, Missouri 63114 Re: Detention Pond Side Slope Addendum Coca Cola Bottling Fort Worth, Texas Rone Report No. 24-28031 Dear Mr. Hiltabiddle: Materially Better' Certerra, Rone Engineering Services, LLC (Certerra) was contacted by the Nicholas Gomez with Huitt Zollars to request our approval for side slopes based on our review of the geotechnical report produced by Building and Earth (No. DF240030) dated April 26, 2024, and the provided grading sheets C07.07 and C07.08 produced by Huitt Zollars, dated April 16, 2025. We understand that proposed slopes within proposed detention pond areas and drainage areas are planned to be designed at a 3H:1V slope. Based on our review of the report and grading plans provided, and professional experience, the planned slopes should perform adequately at this proposed inclination. As is the case for any such condition, vegetating the slope or adding other erosion protection measures, such as an erosion control blanket, will aid in the long-term performance. Rapid drawdown conditions following heavy rain events could result in isolated shallow slides less than 3 feet in perpendicular depth and should be repaired promptly if experienced. Should you have anyfurther questions or require additional clarification, please do not hesitate to contact us. Sincerely, Certerra, Rone Engineering Services, LLC .. * .. Y *: •:* 7 DALTON D. HUBBARD 0' ..... ......................... � 147331 on Hubbard, PE ��,.i��'•e!CENSC-•'�" Geotechnical Engineer �%%S/OR `��G— 202.5 E: Dhubbard(&roneenaineers.com 05. T. 214-630-9745 Texas Engineering Firm Registration No. F-1572 DALLAS I FORT WORTH I AUSTIN I SAN ANTONIO I Divisional Vice HOUSTON I KANSAS CITY certerra.com 8908 AMBASSADOR ROW I DALLAS, TEXAS 75247 T: 214.630.9745 1 2 I m.uow.rmE 3 4 5 _aw M�6YroNDDID I I -�:.�7 . 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IN iHECGNTRAOTOR SHALLC011TACTTHEFOLLOWINGAT GREEN SOLLEYPAD S SANGSHELL DRIVE ON SO UM CORNEA OF 3 LEAST4a HOURS PRIOR TO ENCAVATION IN THIS AREA FCGSILCREEtt BOULEVARO,TOEASTOFSANDSHELLDN MARK DALE DESCRIPTION FORT WORM WATFROEPAR1MENi (6,TIS928296 GE NEINCENTERDFAIVRECESSEDINLET ELEVATION A .1fiR121 INITIAL ISSUE US TRANSPORTANDNANOPUSLICWORNS (81])39 UO B OMM025 SLIVERY UNST 3448311 CITYBENCHMAPKb4 SOUAREOUTON NOR3HOF LIGHTP01E C OLSN2025 IP « cROGRESS PH NT � cTO 600 SM8J]7 RASPHm SCUT Ex NrtwLISSUE aesaOrvsE ATBTISEC OMMUNICAAON I�OI k483rr NORTH RNFASIOE ORIVE 6NFOSSIL CREEK SOUIEVPRD c S I6ro13a4-S3» ELEVAHON wI s4 iE%AS ONE-CALLSYSTEM IBW245d545 TEXAS E%CAVATION SAFETY SYSTEMS ISW13448Srr (KO)DIGTESS oT'..J. sEoo A�� FL4LLA4r�� ::�-� OS'3P'N2a CLAYCO 8640 EVANS AVE. BERKELEY, MO 63134 314 429 5100 claycorp Cum o \ I \ 1 1 I 1 1 1 i 7I / 1 loo IInI� I 1� � 1 II 1W fi4941 BWfil2'39 I II \ I I � \ I I p 11 I r TI II i 11\I — HOHUITT ZOLLARS 5G0 W 7th SIUPA, SUI300 FG1 WUIk, Texas 761024728 817 335 30M WwW.hLdtz Ilaa.o,m 635.09 0.0 636.14 79 637" 96 63941 103 64000 33 0 PROPC6E0 PoNDFLEVAipN�PAEASigUGE E. 63550 636W 637W PRFA IS FT) ZE K. S. VOLUMEIWAI VGLLMEIACfT) D 1. 11. DDW DDW 1. 60W 6. MGoo RI M 999 Rea 524r4 NIS 61Mr 104sr3 1536N 1113 1M14 2AD1 65N 6WW wIO 2ARF 4812 6 0 62452 23RNP 594 613W 65996 272N2 6245 6M.W 7336D 3414E4 Imo D V Oln pOM WSB Vdume FreekeN �•� I6e1 IMsI W IWnI NI OmYR 924 it IO948 109 SA/ 005YR 904 r9 M09] 319 3&3 1011 1554 SD9 MZ42 527 2A9 MRlcb9956I" M693 ]Ar OSr B 635 N Q 0 2D 0 m SOLE. I'=40' sOALE I— CLAYCO FOSSIL CREEK EXPANSION FORT WONTUI 761370 N2 PROJECT NG R31r92601 oRw BY NR APPRONED BY NG.. PROPOSED DETENTION POND C06.06 A 1 2 3 4 5 6 1 I .. . , .. ( m rem- � I� vroeaeso v v 11 II I`� I �1..G'C' '•�• '..�� � ' .. MATCHLINE-SEE i- - - - - - - - -�7ALF 1 y I I �� �� � � I � ;° I. ./.., ' � ', •" ✓ 1 :'.; Az NomH D 1 Pnroo 60 R I� vv vv IIII I .��/ �: ���' / '1' 1 KEYMAP C 1 DISRIBDaNWAHD E 1 ,'—II I;I I , ;* %8 I, t 1Fre=.�1 � �'--� KEYMAP 1Tca<,61 1� �� F v\ vv v� II w1 I "}' :'. • :�/: .' GRADINGNOTES Au BSTUNBED AREAS MUST BE PERMANER-S AABnszED BY 1 y 6NI017,5. ,:•` J a-� \\ \\� I\.I I y I I�• • /SIC y•. a YEGEAigNROWNERTO PROVIDE BEEDMI%flEOUIREMENTS TO 1 TP�ml TGSa55]'JC 61E 13 \\ / \ \ y , 11 i I•%PE gEMEM ••' :� WxTMGip1 BERMUOAMI%lgiALLOWEO ..f •I 1 ,9/ 'sT TcI.BIB m6u.M meaalz I' _ \'\ / r-' \ \ -o�,\ I I I }. :'•%.•/ �i . �TDB66] RREPu nusE LEGEND NE4: 1FE�E� NING L m C C . r'•I : {j4 k= e '1,•-..TcN].D9 / \ ,yam' w Tc j1n a ° I:l /: - - - - - cR nEBflFAK t T - 1 } l ✓ , YJ TC BL Y/ 8 %! r �'R;. Vim` — GB6as • W 1 m&5,R^ \tea TP&513/— ��' �/ �`fl&3S9 \\• a\\ TPN56B� r. '\ }.°•I•�°•. /ll/ , \ yI irk _ b b b b e1fi b b el c �J _ � I / / \ � \\ \\ •/A Ni PROPPED PUME B4]A m �6 I , ./ // �� \ e \\ C.1 •(': '•� •.T ' of 1a I E e3 36 = =� FLa71z sT 1 ! L o � .- ,� �--�----- ex-srlxG PDND =; Tvs%ss I \III , j�•'1 .: •'._J. , i 1 i-^---T�lvRa�E-- i �' I I Jx\, •:I-, 91x� 'U �I 0 s� carve TE FwME . ..' B B /M L �. ,...: PRDPD DRNNAGE ].21 _.. _ � is`' \ \ I � •_ : Tc fiMs7 --- I,rycwx3] FasEMFRT - - - ' 6U 50 s i - s� Tc6' TC6M56 was TC S461P FT@6W/16 GB§IB17• &572 'TC 80.51: T \ - I TP344,� m6ae.o6- nP - _m6is.e3' 1 Tcw3.� /Tceo3m m6aa.D3�TF 11121 TP \ y TPau I sss6 TP " TPIMI Tc616,a2 ] ro ..� Y su.w . w 369% d.]6X _ M 9— iC 611\LIT ST P— __— .� 3D OBL UNEFASEMENT- — L F -- — —L— J 1 N --—�----'--=—=--�----_——-- — — — —— I Q —�6--- 0 13 SIT BY N wnarvwc an BECNHMAracwB,D3 ONSOUTHEABTGORNEROF Fossa IssUE-mmxGLDG. = LEASTNHOURSPRHRTOE CTTHEFouaiBFER CREEK SSULCREESOUI-RETUBEASTOWsouELLER of `♦�'Ois�F u�I� CLAYCOFOSSILCREEKEXPANSION LE>ST98HWRSP SHALL E%CAVATION INTHISNG FOSSIL CREEK BOULEVARD HELL DRIVE S>RD FCOR MNU( DALE DESCRIPIpN Il FORT WORM WATFROEPARTMENi (6,]13928296 �� NE, INDENTER OFAIDRECESBEOINLET EIEVATION A 09nE2025 PL ISSUE E+9sLIA C�YCO . w + . • w/� 400F0SBIL—EK—D, TRANSPoRTANONANDW&IC WORKS (617)BBSRUO B OUM025 pl. r ,:% Y/ LO�. AKJ F0RT WORTH,iX ]613] H2 PRpIECTNO R31E9M01 WC CIDEWERY B0013MeT] CITYBENCHMAPKW SQUARE WTON NORTHOF LIGHTPOIE 6L3M02B P j!:_ WWW .....♦ ��. YYYI��� YYY11\ DRgYY TMOS ENERGY (69013M8J]7 RASE,000YS— NRIAL ISSUE RESPONSE ♦ NICO—SOMES � REVIEWED BY NGLMFZ ATBTISEC OMMUNICAnONs I�OI kN8371 NORUPRNFASIOEEFIVE—SSILCREEKBWI—RD EN �o'', Yc�aa '4'♦ -0E—. AVE SOOW 7N Sbce1, 5UA2300 OPPRWED BY c c GUSY�EM Ie6DI3aa-e3n ELEvnnory wlsa' FLT ., ENSE: o BERKELEY , MO 63134 Fa Wa1h,T.-761024728 GRADING SHEET iE%AS ONE- 1800345d515 LLLTC�I"`��o TEAS E%CAVATION SUEtt SYS1EMS IIBBI344 BSli 3144295100 81733530M C07 07 _ (rotD10IKTess F„�, 9 600 rvo Fab, wWW claycory Com—huAt-zDllars.mm 11 fflfflI {{II IIIIII III {I JIIF I}I` 1 {II j . Ij {. �,r'/� XN^}. .�..�I'.. .�/ ..� � .: I�' .•'I�••••I� '. I�:�:.'� •�'• '��•i�',�.•'`I .••. � �:. :�•�••. �.. f•'�tlf �•JI�.�I.., ,. �1•.: y��: C��:. IxsrALL FLu� mil'•, 7.. LL ,,.../ ` ..Y', /y ��,LLL 111 EE OETaLo10 a 51, D ' ..: ,"'lll , ., .. •. •';..f. .••. ' '� j .: ,�^�.•% / +'rceeder. caisze;l x sx 4. I RaPpsEo ' /, ',� P `•: :CONGVEIERUAIE° c S c� .'t�/• :Ixsiau nyK>ElYT•Itu' ''/. .. .... .I.: •+TGeiBe]�V' m z a .• w � .. ` : �� � •' � . .�. sti U B N RwsEL=uz4z , �/ Bn,z LE 11WRSPRIORTOE%CAVATIONINTHISMFA FORTWORTHWATE G—STMENT (817r-3208 i-SPORTAHOHANDPUBLIC WORKS (BI7L-100 ATMC ELGRGYCIDELIVERV (No18MeT] (80Or B4CBJ]] cTttiwrsleacoMMurvlcnnorvs INDI9aaAs7] TE%ASWE- BW34C-80]] CALLSVSTEM IBW3E5d515 TEAS E%CAVATION SAFETY SYSTEMS IBOOI344BS!] (HUH DIGTESS -- ----- --_ FL81B93 RNE CREEKBOIAEJPADBSOI473HELLDSIVEW GO CORNEAO, ISSUE DFAYNGLOG. FCGSILCREEtt SGULEVA MEASTOFSANDSHELLOR MNU( DAIS DES1111ION �NIEfWNEINGENTERDFAIVREGESSEDNLET ELEVATION A 09NMO15 I PL ISSUE OUM025 PROGRESS PH ITT CITYBENCHMAPo(W DD SWANS OUT ON" OF LIGHT POLE C OMM025 NRIAL ISSUE RESPOH', RASE 1mox SOUTH OF OENTENUNE NTERs[cTIOx BETwiEN NORTH RTVFNSIDE ORIW B FOSSIL MEEK BOMLEVAND ELEVAnOH NI 5V UnLm EASEMENT 38 BID SETBACK III I IIi I i III I I II I I I I II ly T i II i �IPI1� �\ I I I g 9 I I III I� I I IIJ I I R I 11 a nm EASEM xr 1$ ,i � III AIII I 111 ` I II I � O NORTH o 1 KEYMAP s� IutiEx/o` IcESSEDWRB No KEYMAP I III it I GRADING NOTES IT I II HTLY BILIZED BY R II I III .CO--GEAiIWHOWNERTO PROVIDE SEED MI%flEOUIREMEUTS TO 1EPM11"1IT ALLGWED III 1 I II iII ° + I Is j y` it LEGEND EX ,D RECESSED WAB ILET I REraNINGWALL 3 I IIi II �\ II^ — — — — — GRADE BflEAK AI I \ 0 II $ I I I I 1 /I I I I \ II , I 11 j -Tcsaes �— ;T uvasi � III \\ j III TO.1qB s � 4TD PPP 11 O 1 I I I I v jN \ U D 11 BIT SD,LE ,•-BP CLAYCO FOSSIL CREEK EXPANSION CL)kyco �HUI1T ° WOH-,�6137 xz PRaEcrxo RsnszsN FQ ZOLLARS ✓, oN.. B640 EVANS AVE. MBY GDM] SOO W 7N Street, SDUB 300 oPPRDYED BY s�Qo -=� BERKELEY, M063134 FA Wa1h, Tess 761024728 GRADING SHEET o 3144295100 81733530M C07 08 E� D uoo No wa, claycorp com WWW.hulh-SAI—cam EXHIBIT "B" DESIGN PLAN AND SPECIFICATIONS STORMWATER FACILITY MAINTENANCE AGREEMENT Rev. 03/01/2022 BN i 4 r 1708-71 C 3.1 L' a1 C. & 1_0 4,34 L y _ x DPOS-A2 0-35 4A 0-6 1-0 0_31 I pp -OS -AL i ry ! n 0.7 4.17 CS STY - f F,•� � ♦ ,� % .-� or •'y_'� �,. F • _ Y 's*3 I' E , I AU A A03 ' c } � xL 0A '. G ' J OA 0-5 0-9 0.2 0-3 O.5 . t T ;. r - - PROJECT AR CA '�, - - 15.22 AC. A01 4 10 0% 0% 1C.7.N 0.90 10.13 4.06 v SAO r 9-68 15.0 20-2 a6 v A02 5.64 0% 0% 1130% 0.90 10.0 4.C6 ■ 6A8 ■ g_66 20.6 27.8 49A r {' L A. AY03 0,18 0% 0% lw% U,90 1U,U 4,P6 UM UM 0.7 0.9 1-6 Apo 0-10 0% 01/6 100% 0.90 10.0 4.06 548 9.66 0,7 0.0 1.6 f A05 0-19 0% 0% 100% 0.90 1Q0 4.06 6.48 9-66 0-6 0-9 1A � s ADS 6.21 0% 100% 0.90 10.0 4.06 ■ 5.45 ■ 9AS 0.7 t.a 1.8 w A07 4-93 0% 0% 100% 0.90 10.0 4.06 5A8 ' 9.66 17.8 24.1 424 , AOB 0-31 9696 0% 4°x 4.32 1Q4 4.06 5.48 9-6fi 0.4 0.6 I ' 4 r _ A09 2-81 1y6 54y6 as§6 0.89 1Qa 4.Ofi $,4s ■ 9fi9 10.2 t3-9 24-2 � ' 05-Ai' 0.54 97% vlf a% V,32 if).Q 4,06 5.4$ ' 9.130 0.4 0.6 10 OS,A2 0.31 100% cm o% 0,30 10,0 4.06 5AS ' 9,60 0.4 0.5 i ~� 08-A3 0.71 93% 0% 7°I 0.34 12.4 3.26 6.02 ' 8.00 0,8 1.2 J .. ► ; 7 �.. 08-A4 0-17 100% 0% 0% 0.30 10.0 4.06 � 5.48 � '9 G5 0.2 0.3 0.5 Ift ' TOTAL 20.01 68.5 926 163-2 prtrFYpanQd:4;+6 2025 N 0 125 250 5DO Feet Legend + 51 P,9ET Sb iNLE15 - 51P,EETS MErr w PIPES (ZISRF EX 5><OWD WN PROPOSIM 006f[xft (SF) - SUR11F1'OONTOlMMU) 2024 GOM CO MRS ( 0 202-s COM CONTOURS (5') PpRPWO6RAIRW. ARFAS MQyIEU ARFA PROPOSED LAND COVED LMPEROOLS DPEN SPACE P4N6 ...:Fenrrac h LRlf{ lif-.f 1 -.,1 `. 1'::1M EqU. MAUR. GRTRMR FOSSIL CRFEK FACILITY EXPANSION PROPOSED DRAINAGE AREAS -EAST HZIH U ITT ZOLLARS HUf1'T,ZOLLAM INC. 50D W TTH MEET SLATE 300 FORT WORTH, M 76102 Flrm No. F-761 DESIGN DRAWN APPR. DATE EXHINT HH 1 AR vQN4M 11 p ' F ' - �+>wS002 2-A 3-5 6.0 4,60 2-4 3.5 6.0 050 dfL-EsglS 0 71 ` wI an�Fl9l 11 5 22-1 ! #T.i L 6.44 92.4 944 ► 158,E 18.48`^- ul_i!E�ra.s 416111.8 Bb.22rati 4;c}.9 rs.s 86.82 ter, DA Ff', 2612 3545 ' 622.7 F 90.80 2412 3545 622.7 90.80 .r''' ;jl lJ 4 0-05 ♦}.1 4.1$ ;L Mlles y I� ti�L u " "'• ;:..' + ti Legend BASIN ID TLAG (min) CN AREA (ac) % Fmp, AREA jsqmi) v1Ff'r XDP r PLINY E DA-East 7.9 80 18.48 98% 0.D28875 F" •' ., ~ LL{ } yla�prw gahcwrFIaTM FLOW DA-East-OS 7.4 80 0.71 7% 0.001110 r x �F *' pwxrci ru3w } PIPE FLCw DA-SD-02 1.5 80 0.50 100% 0.000775 � =�I - � - �•�. �4' Fps RE&CH DA-FC 12.2 80 90.80 89% 0.141877 DA-FCB 7.8 80 86,82 88% 0.136662 STPMs Cd4Krre rn s DRNDRAJra o ;-- a y SJk.Er LCIiPUJkS {L'} w- aG2l UaR4 UahT91.P5 {1'1 PkAH55Etr OgAVasiE .NEST 351 ' rC FEMA PLUM 744E 8E -� xrx�w alsxlr r:Ixllrrar I=;OPOSED LAND COWER Pew .. MAI h L IML N I R4M 4}RI, wILRR. Lh Rrlf$NR TO, - - n CFOLRa810. AhO TrF CIS L6F1703PA UNRV.1 ME/28%' 'i'r rti # F -4-- .' FOSSIL CRFEK . �-44 FAIL3TY EX?AN51N [ .5iF - PROPOSED DOWNSTREAM ASSESSMENT EXHIBIT irra i51 4'•,�� .`:-��)'<:~ '1 fJI _�ti.-+r+-- H7Z ZH OU ILm LffA R S �1� Z. L�. +�y�+y� � �L gyp + /�. 1 L I 1i4 t; t, �` F AVLI L-ZOLLA". INCr J hI. +►.ail+' 501DWTM STPE !' L ti SLATE 300 FORT WORTH, M 76142 Firm No. F-761 POI-GI02 - 8.2 9.2 33.0 ' r,w, �_�• x#i y� DESIGN DRAM APPR. DATE ElalifNT PQI•GI9Q 12.5 r 23.5 50.3 6.94 B.2 9.2 33.Q 19.69 L, + y �*. 4� ,- ' :�>�►1 '$-�y�'rTL�.yy' ' - s�i POI�C$ 291,0 E 484.# 773.9 9€3.78 2B6.6 420.1 7�A.0 �0$-51 . - . f - HH rAR VQN4 $ 24 y ppI.FG 404.1 598.0 962 5 W.57 - 104.0 584.4 w 5 197.51 n _ Datr.fRpartM G' F0202S D C � �ADDIWDXaDX \ A�sE�°RDD. RAL9HEET I-E DUHME --------_— _ UE LEAST9E HOURS PRIOR iO EXCAVATION INTHISARFAT FOSSILCR-BOULEVARD, TtliLFASi OF SANOSHELL ORNEROF AR �NDA DATE OE6CRIPTION (a11I39za288 CENTERLINE INCENTER OF A IP RECESSED INIEi ELEVATION MAX 0M1&ID25 INITIALGSUE FTPN SPORRfATIONANO PUBLTTWORKS (E1116S OD 0Y16'APS PROGRESS PRINT ONCOR ELECTRIC I DELIVERY ISDCI3H - CRV BENCHMAR%>N S.­CUT ON NORTH OF UGHT POLE C 061309W5 INITIAL ISSUE RESPONSE ATMOI AT8TI6BCERcr IaooI344EaTT RnsE, moo souTx FeFOssIL CREEK eouLEVARC Ex (BD0I3l683T2 CHARTER WMMUNIGTIONS (EDC)344 H ELEVATON 641H'ORIV =X 111E IONSAFEttSVSTEMS TE1(8 CI245454s (8oE) E3TT (EDCI CIGESS 4 CHB-N46'29RT'W O L=14146' 15 IRILITY EASEMENT O VOL 1 PG 40PRTGT IO W.oND IO I G� I 0 rit I PROPOSEOACCEBS READ DATE O IS I I � 1 PROPoSED RETAI^NING —J. �13rR I a v§3 r 16'UI ILITYEASMENi FI TYPI^ VOL 140, PC PRTCT d0 i I OPOSED OETE —N $F h og o 11NIMUM. O SELR' CR y I I SEESECOI DAMENDMENTTOCGVENANTS VOL 3 45, PG 2223 P RTCT F ICI � I� • o 0 o I 6 7=�_m D NORTH KEYMAP LEGEND —SYMBOL— _ DE�NRIPT EASEMENT EXI —�— COMMUNICATION (STING UNDERGROUND EXISTING -1 LINE E%(STING CURB SlING INE —sso EXISTING STORM E SAN TARYSEWELR MAIN EXIST NI WATER "All EDGE OF ASPHALT PAVEMENT C —ssrm— E%(STING SANITARY SEWER FORCE MAIN —x— E%(STING FENCE —w— EXISTING WATER MAIN PROPOSED FIRE LANE STRIPING -0 O PROPOSED FENCE PRO POSED SWALE FLOW LINE — PROPOS CONCREED)"4000 PSI HEAVY DUTY CONCRETE PROPOSED 6"3600 PSI CONCRETE �FI ADD RODENT CONCRETE STRIP PROPOSED LIGHTING PROPOSED SAVACUT B O ��•.�. �Z HUI� CLAYCO FOSSIL CREEK EXPANSION of rE+9sF1' �i /�V�O 3400 FosslL CRe5x Ecw, S::• '\,,. L"`l HZ ZOL,•RS wRJ FOETWOATE,x61T1 �p BBWEVANSAVE 500W.7HhSt.R,SUI,60 4�a.".°Lwf'a�oMsasozs BERKELEY, ISO 63134 Forth W2 4 OM, TSK S 7610728 PROPOSED SITE PLAN Evm eE em NO E-.1 31442951DO xvrvi tlEY�N am 817335300O MA hUAH-Z011ara com APPRR.PC EY ...F2N C00.12 1 2 33 4 5 6 b..AF B NETER6 e D xYDR.D D�.L D p N INSWI r �' E D�'8,m✓I A✓I ,w wmEw a.. M� i „ I . I � I am I en I ,,, I ;., I v �� ��r � �M ,h. D NORTH roPOGAOYNM=liil�— Eww u645 T �P sas 7 /— _ — _ i i. aIBrINI -T suNr KEYMAP 46 III— I I_ JOINT DETAIL -o too \ � ExISn NG C1.1 0 I I Exw LIS STORM DRAINAGE NOTES y a u'S g gf FACTO R HSSNENT E% 11C, \ B..,..ter Curve of \ 1 ALL DIMENSIONS ARE FROM RACKOFCURB. CENTERLINE OF PIPES. CI-02 E ALLSTORMPPESHALLLBBECLAG RCPUNLESSOHERWISENOIED / w \ Ele tlon Discharge ' Ex_j' (rt) (as) 3 COMPACTED Mu snaBBE PLACED PEaanoE PUarwoaTx F\ 655 F II 655 `see Flax pGTEi \\ ew Nara w \ iY 1 / 635.D9 0.0 riusHnu N[LDMIPACaEOPRIOR To'a[uglwc au�ic unurvTlou bxz4^ EP �R \ 1 636.14 7.9 PIPES — RECTANGUTARORIFICES ROIL / T_ A\�MER AR - U 2p I \ 4 REFER i05ttIRM GRAIN DETNLBHEEf6 C1001 TO CIO n3 INVERTELEV =040E0 E I 637.87 9.6 E ALL PIBESSECHANGESOU7SIGEOF AS SxALLHAVEA S % \ y = � M'S� o I II 639.47 10.3 CONCRETECOIIARINSENLEDPERLrn DEFDRTwO-IDETAILON �� a44JtrOC El Max s.r P sxEETclo D1 �" 650 _ ' 650 I II I 640.OD 13.0 �% Bu OCKS � / o 47 SEE C—L L RISER NLEDi AGRENEHMENT 1 ASWFMa WILLBE NEEDED FORTHE PROPOSED BE ION POND YyII�� SE£DETAILA 1551E Uhl \BEE 30 NT DETAIL ¢ Z iF PNtOfxCiN O I $ I N ZTES SEE DRAINAGE STUDY FOR EXISTING HYDRAULICS iEM I\ •� / \!R� ON THIS SHEET E 'I {p6� I� PROPUGED POND ElEYATION�AREASTOR4C£-0I—RGE \ "1 • �p4 ®tz OC Ew MAX 645 ¢ r�BE I 645II,' Ex LNG NLETCI �z REV AREA ISOF7I VOLUMEICUFT) VOLUME(AC FT) DISOUSGE(CPS) \ I., xoTE .I smw e6 G o�Bm L. W®13"OC 1GY bVERFLOW>L=0430: 1,- m�,3 9 OONNECi TO E%ISTINGIO CURBINLR a _c _ wMAx� A� AILcaNLRETESHAILxavEA % �._ __ _ C �TceoOUGEnsTPaxoauTFALL I� ImB lea CO. as C MINIMUM COMPRESSIVE STRENGTH BEL=04343 / ff 7 1 RPp ALL II I ! B41W e5% 41e9 009e Oe �•''=3,00DPSIATeoYe ��Fw " j I Po ou v'211 e�oo GOO tame om IL o � • • 640 --emu, skx=,EL=ew.sr 640 1 $ $ NEx vv GCS y Bnoo asase e,em ,a1a e.s r Y �sE£sHEETcmmFOR —_� �� ,1$R=g54b Y71 PIPE OPENINGS DETAIL I I i / o Bwm acme lwme saol 10' X 12 EFIMCE OUTF LL !` I fi44m 93%7P 9195m asl] wvERr REV =BB so E.sEMExr� Eat Eo ssas: 2199f8 SE[0 635 �w _— _ _ wp _ aEleFw 635 ( r �' I 1 Pueuc yi m I I 1 S3 mms zrwu Bus wo EMsnNS lNUETI -' Eua.m nmB an,aea TABS WR. Imo \ a•DM RDPDurFALLPPE L g TII `i $ II r I 1 g \ y Baaw reeas sravaa Arm 3,eF INJEIR EL."I �'1� a�fl�n � � `• "�•'.r° fi30 _ _ - 630 ICI I A II V Dm Dan wsEL "I— Frebtmm D�Ie.E s rtAE.3s sdm [rem �. �_ a. _a I. !� V I (ml Iml IN LPN IN g 3�R 0 BUYS BRA 71 M46 lag SN ®1z•- MAX W l IkOH�1ME /. 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I I I - ,�- v r C07.02 ; C07.03 OISTRIBRIONWAREHOUSE I iS SINGLE ETTWNA2REHOUSE I (FFE ae.DDI N]zID35F LJ (FFE x84000) EM �I ------ I I rT-----------------T-- - Ci �7/ *-, lip I 1 I 1 I I _. •� \ i - V7. 7.O/ µl =�, POND �A BG WARNING _ TH LEAST 40 HOURS PRIOR TO EACAVATION IN TH IB AD. T 8 FRPO�ATNDPC (e17)-AAA ON AUBLLIIWOFHB SlO u, ONCOR ELECTRIC I DELIVERY (B00(3Hb371 EN RGY (B00I3a603n (BOOI3l68371 CTHANTER COMMUNICATIONS (000(G160371 lFXAO FXCAVA IONBAFETV SV_ME (eo1)215451s (BOO)—GTT (000) OIGTESO xu OF re�� +9'�Fz ry..... �E��q�.o*" 051901POts CLAYCO 8640 EVANS AVE BERKELEY, MO 63134 31442951 DO WWW daymrp Cam HUM HZ ZOLLARS 500 W. 71h StI S,,I, 30 FoN WORK, Texas 761024728 8173353000 W—hUAI--mIlars 01 CLAYCO FOSSIL CREEK EXPANSION 3400 TOSSTL CREOK—, F—F WOR.TH,TX76137 OVERALL GRADING PLAN R-WE O BY BV NGOMEZ C07.01 1 TP 647 1 y64r 1 1 y 0 1 1 GSTR cu*ouwaRFHOUFE GO 1 y TP GS 1 TC fi47I 1 TPfiO I 1 TPK zt 2 3 4 I 5 ) 6 -0:,7 I TPe.nO/ rN�hw.m v TI I W; I�i3�"� a ,✓' ;A I 'fir yy., MATCHLINE-SEE SHEET C0704 `7-----HIL.F jw�.r►.rp+1,4..p 1 �• �" " � �. `\I �� r:t•, 1 I III \ 11 I I I I; � 1 � o � y KEYMAP KEYMAP GRADING NOTES A 1 ALL DISTURBED A-S MUST BE PERMoxENTLV STABILIZED BY 11 I OB 1 VEDGETA7,DNROVNEw OR OPRO DEEBFEDMxREODING TO REESTABLISHEMENTSTO \\ NI II P N Eq M 'V y CONTRACTOR BERMUW MIX NOiALLOWEO l \ r rV I' ICI �lz' — _ -Efl PRO� I I � I aVl9 6' 1 REPUMPNo BE \ I I I I r 1 LEGEND TCeae.eF P(Fie A4e.zo7FTcfinu � me9M 1 RETANNGw&LL GRADE BREAK TC e4SS i 5 Y1 I }I 6 m We fi 'Sw TO �� „ It Ic .B Tcdak pi 1 7 TP F) I; , I - -6 �T sw9 CA �L `� ::ECe4I?¢rcwwI, 77 u2 .A '\ TC — Taw iVwa6 M iP fi4311 w09\F� 2 TP�4 \ 1P6 w15B iP 643 V / 1 TC6439 k �- _ fi '^s N.U3\ / , TC6321 1IS 7 f�PROPOSED FORD I P FL63135 ro WSEL= F-7 I o�xcaETE FLUME _ z9zr 12 ,; ry, xhc s6s u�664e.sv�i ' � �3asm wwn - -- -----1--J wMxNG NTRACTOR _ mBEDxNMRKNe,63ON.RDMIREA9TCDRNEreDEG9 OF D RwwGLOG a( DA DESCRIPTION OF <Z LEAST40HOURSPRIORTOExCAVATION INTHISARE4T FOBSILCREEK BOULEVARD Th EAST OF SANOSHELL OgNER FORT WORTH WATER OEPARTMEM 101713Bsasee CENTERLINE INCENIER OFAIP RECEssEU INLLi ELEVATION MARK 11BYrA25 INrtIAL ISGO of rEIgSK TWWBPORTATIONANO PueU-GRKS (01713&d100 05Yt3YN15 PROGRESS PRINT ,n ONCOR ELECTRIC I DELIVERY (BUO(we377 CRVBENCHMARKR4 SOUARE CUT ON NORTI OF TIGHT ROLE C 0INITIAL ISSUE .1a. ATUOR (000134603T7 ATSTISBCWiENERGY (00013160371 NORTH RIVERBDE DRIVE CREEK BOULEJARD Ex G rrYY CRAFT COMMUNICATIONS �BOOjzasnw ELEVATION 611 N'ORIBASE F 5730IN25 C.n���CE�N�S�E6��o��2�—� TEXASS IN FXCAVA ION SAFEtt 0V0TEMs 11 (BOOIk60317 &&�qQ 051S01Pp35 (BUO) UIGIESS CLAYCO 8640 EVANS AVE BERKELEY, NO 63134 31442951 DO Www daymrp cam HUITT HZ ZOLLARS 500 W. 71h St.Bt, SLIP 300 Forl WOM, Tex 76102 4728 8173353000 www hU81-z011ars 01 CLAYCO FOSSIL CREEK EXPANSION 3400 FOSSIL CREEK—, FORT WORTH,TX76137 GRADING SHEET -EWEBYS N"r,aMES C07.07 D C B FRT��nVU�w rni�n i�cnµV„"Vn'nenlMasee 1�"FLNE1MCIMIR OF FiPRECE5WD'�NIEr"ELEVNTGR A OM1G"ID25 INRIAL ISSUE — 7" *. ■ �lcO n TRANSPORRfITIONANO PUBLT_R. R 7IBG4d,GG 05Yts'A15 PROGRESS PRINT yi y.' � \I L 0F GGHTPoLE C GS7.1G'l075 INRIAL IBSUEREBPONSE ,n ONOJRELECTRIC IDELIVERY (8GD)311b3n DT BENCHMIRK4 SOUARE CUT ON NORTHEN ATBTIBBCERGY (e00)31683n BASE NORTH RIYERBGE EeFOBBIL CREEK GODLEJARO EN IBOG)—u H CRNTERA L'YaTlEl (so1)BaseBn ELEVAnoN 6a, u'oalG IN Y' COinS GOinEi� ��YY��YY °T��cENs`:�'�aj� aE4gQ M. EVANS AVE BERKELEY, MO 63134 314W4229951 DO TExns Exl tnZTlTl. sArEtt5v_ME (BoolBUEn�>� (BGDIDI GNsp'po2s ycorpGGm 5 I 6 I R n ry A EM Ni �I ICI 111 V III 0 NORTH / I 0 Ilsl KEYMAP III ;�%W� III I. I� I111 III I KEYMAP G EC BBBGGURGINyEI III I I GRADING NOTES III I II , ALL DIBTURBEDAREAS MUSTBE PERMANENTLY suewzED BY R III III I,I 'V'=RAMlIoRN'R` P�Ro' T..ReGuleiMiNTS TG % III CONTRACTOR BERMODAM—T—ED II I p I it III LEGEND EX Ia REcsssEn qhe aEr m /c $ RETAININ—UL I III I I�^ I GRADE BREAK � II II I fl I II II �I I III I 12 1 I I II i T"'If I I 11I i llj I rreOaGBB j 0 s III Ii1 II reeans I- 7 I I 1 I $ I I I � I � ITD�,� 11 I i id I I !a I s I SCALE 1'=8tl HUI� CLAYCO FOSSIL CREEK EXPANSION HZ ZOLWRS 3CGOFREEAHTVD, POAi TWORTWOATH,TX]613'1 500 W. 71h SOBAL STIE 30 APPR. ev FOR WORD, TB S 76102 4728 GRADING SHEET 817335 WOO C0708 x ha I-7011ars 01 D C B A z D e-s��—_ ��SLCRI\ I \• _ CONSTRUCTION ENTRANCE I AFTER DEMOLITION ICTING swGLEB.olBY xauBE C `Ri �,\ VI I I \ INSTALL GRATE INLET PaDTEcnorvTn \ z L I E S NGLEBTGHYBULDN I � - --- AD Q1 _ a 1 II —,.ROTECT CU \ NSTNL RB UP UP �A 3 WARNING TRACTORBH LEAST. HOURS PRIOR FORT LLCONTACTTHEFO—NGAT EEKBO� EVANos�AMoRx TO E_VATION IN THIS AREA EGGS CREEL( BOULEVARD, 6a<TERLNE, INCENTER CKi 'TOC=RH`.RB OF G R wNGLD AR DATE DESCRIPTION TOi EAST OF SANOSHELL DR MARK OF A IO RECESSED INET ELEVATION MAK B11BYN25 INRIAL ISSUE m in TRAN3PONRfN11oNANoFuRNLTICwoRKs ONOCR ELECTRIC I DELIVERY R CTRAFTER COMMUNICATIONS TFXAS FXCAVA ION9APEN 161TI3Bza388 (S1r13B OD (SD01311b3n CfIY BENCHM1RKRf (BDDDHH-S3n BASE ,lD SOUR (BOD)S14S3n NORTH RIVERSIDE (BD013ue3n ELEVATION 6D DRIVE 'E EM6 (BDD12154515 (ID DH4B3n (SD01 OIG1ESS B OY23•APS PROGRESS SOUARE CUT ON NORTH OF LEFT ROLE C 0513DIN25 INRIAL EN 6FOSSIL LxEEK BOULEJARO PRINT ISSUE RESPONSE 3 I✓ / 4 5 T[I y CK SECURITY ENTRANCE �I/`J / / lLL.lPE'ATTNAR'IN- I _i �/ 7 SEEOETNLCNSIEETC U3`— \ \ I+ A PROPOSEDOETE—PDNOFOOTPNINT � J/� (...DOIN NOENNWJCE \ �/IBY GRADING xrR) I c=- f \ II m/- - / y L NIETPRDTECTIGN ��` l \� ,� I t v I^ III 1 6 LEGEND STABILIZED CONSTRUCTION ENTRANCE r—sF� SILT FENCE L— LIMITS OF GRADING ROCK BERM ® BIILTFENCESTDNEwERFLOW ® CURB N-PROTECTION GRATEIAREA INLET PROTECTION — ERDSION CONTROL FABRIC D NOTE 1 CONTRACTOR ISREGUIREDTOREPAIRANDIORRE—E CAMAGEDEROSION CONTROL TRASH AND CONSTRUCTION DEBRIS CONTRACTORISREOUIREDTO 2 EROSION CONTROL. MEASURES MAY ONLY BE PUCCED I N FRONT OF INLETS, IN 3 CONTRACTOR SHALL OR FOR RON DITCHES AT R SK OF Y�oR REMAINLIABLE FOR ANY OALMGE CAUSED BY THE _ MEASURES, INCLUOINGFLOODINGDAMAGEWHICHMAYDOC RGUETOBLOCKED NPINPGE ATTHECONCLLBIONOFANYIPROJE ,,ALLCHANNF ,BE DREDGED ED MEW GENERATED � THE PROJECT OR DEPOSTED AS A 4 NO TREES R MIF E� i09EFRCTECTEG SNAIL BE REMOVED UNTIL SUCH TIME AS APPROPRIATE PERMITS HAVE BEEN OBTAINED FROM GOVERNING 5 nu DSSTURIE OMULCH OR BINREOUTIENENOTISOTOCOMP Ci0RHBEERRMUDAMI% NOT ALLOWEN-DE SEED 6 ALL DISTURBEDAREAS MUSTACHIEYETU% VEGETATION ESTABLISHMENT BEFORE FNOO E�RE REMOVED T ROSOOE URESMAYDNLYBEP CEDNFRDNTDFINLE$ IN CONT-1 SHALL 11MAN LIABLE EDIR ANY DAMFGE CAUSED BY THE MEASURES, INC CLUDNG FLOODING DAMAGE,, WHICH MAY DUE TO BLOCKED DRAINAGE AT THE CONCLUSION OF THE PROJECT. ALL CHANNELS, GRAINAGE MAYS, AND SORROw01TCURE SINTHE WORK ZONE SHALL BE OREOGEDOFANY AREA OF DISTURBANCE 53 B AC A, OWING NSTALLSILTRENCE P INSTALLOONSTRUCTIONENTRANCE 3 INSTALLCHECKDAMS �cd• HUI� CLAYCOFOSSILCREEKEXPANSION OF rElgE ■ �V�O 3400 Fosses CREEK BLVD. t y,: •s\Wl�'�A \I L Lr/ 70L, • 11C 1'7L L 1.1"�RJ eoxr woBrarxThtn nzvawEc G R3naseol MAD COuS,GOinE% $ NHERMAN EG BY a�ME2 8640 EVANS AVE 500 W. 7Ih St-t, SRIle Soo APpRWWED BY EXISTING CONDITIONS EROSION BERKELEY, MO 63134 FoN WORK, TBX S 76102 4728 31442951DO 8173353D00 CONTROL PLAN C04.01 Fvm Ne0 em No -.1WW wW W dayLorp CoB W hUA1-ZOIlarS CO, B i 4' LENGTH (MIN) FENCE STMAK 1111 GENE:L AEUGHTANGL TOWARD THE ANTICIPATED RUNOFF SOURCE ■n' 111 F � I EEORMECFiANSLGPE OFTNHA�GNIE.1"'�NT ElL ■■■■14WIRE MESH BAD ING ■■■■I IPREVENT FLOW FROM SEEPING UNDER FENCE Ht yI ` ■- I '. .III' iF1JII 1 D. COMPACTED EARTH OR POST OR TO VARE BACKING, WHICH IN TURN B —HED TO ME ■u■■■ ■•m�L 1 /✓✓���� 4i■■u�L 'IIF�II�F:�EENPGG ERE ENDS OF FABRIC MEET 'II u • u lI' 1I L_I3D E UCH NNE AS SILT FENCE NTS CONTRACTOR SHALL INTERCEPT FLOW AND INSTALL INLET PROTECTION MEASURES AS SOON AS PRACTICABLE K ROCK BERM GENERAL NOTES WOMEN NGE 1 USE ONLY OPEN GRACED SCOH 4d INCHES IN DVMELER FOR STNEAM - Z PoRROl�11ER I'n.0l i0N5PEN GRADED ROCK I5 INCH ES IN DIAMETER 11 OCK BEAM SHALL BE SEWRED WRHA WOVEN WNESHEATHING REI FLOW m Q MGAUGE OBRAIL BURIED INAPENGIAPPIROXI ATELVOP IF STOF INCHES ROCK SEEM �__ - -r 7r r D�s�ol;INCTlbNASINTE� ooUrosLwAACUMNanNNTMRE II PMONG THE ROCKS, WASHOUT. CONSTRUCTION iRAFFICOAAGE CROSS SECTION 4 OF ME BERM OR- FOOT MICHEEVEERR IS �s,RTHEsu.SHi ALL eE 5 WHEN THE SITR-0— ANDE IS COMPLETELY STABILIIFD, THE BERM AND WOMEN ACCUMULATED SILT SHALL BE REMOVED AND DISPOSED OF IN AN SHEATIINGE APPROVEDMANNER 6 ROCK BERM SHOULD BE USED AS CHECK CANS FOR CONCENTRATED F\ FLOW AND ARE NOT INTENDED FOR USE IN PERIMETER PHOTELTON ROCKBERM NTS 4 5 D'Ax STONE 01 STRUCTURE 6 LENGTH AS SHOWN ON PLANS GRACE TO PREVENT RUNOFF FROM STABILIZED CONSTRUCTION ENTRANCE GENERAL NOTES LFAWNGBIIE� FILTERFAMiI 3 THETHILKNESSSHALLNOTBEIESSTHAN I'2pE.ES 1 STONE BRALLBEST05 INCH ORMETER COARSE AGGREGATE 4 THEWIGTI SINLLBE NO LESSTUN THE RILLWIDTI OFAUL POINTS 5 WHENNECEZRRYVEHICLESBHALL BE CLEANED TO REMOVE _ SEDIMENT PRIORTO ENTRANCEOMOA PUBLICROADWAY WHEN WASHING IS REQUIRED, ITBRALLBFDDNEDNANAREA TABN=ED WITHERUSEXISTIN GRACE III —I III Pq I SURFACE B REVENTED FROM M ENEWING ANYN4GE FL OWING AWAY FROM BO LH THESTREETAND THESTABIUZED ENTRANCE ALL SEDIMENT SHA LDE D F WATERCOURSE USING APPROVEOMETIgDS IN DITCH OR PROFILE SURFACES MIS MAY REQUIRE PERIODIC TOP DRESSING WITH WENT RDROPPED EMOVED IWASHER R .B. PAVEDSURFACES, MUSTBE IRPORALE LENGTH AS SHOWN ON PLANS T ME ENTRAN11 NTRUNOFFFROM LEAVING THE A - - ROW B CONSTRUCTIOONSITE PR RADIUS=s, _ _ PREVENEBH RTBUFRNBDF,HEFULLlL NGTHUF GRA \ SURFA EO NNDSTREEOMAVED MIN \ n 9 INSPECTION SHALL BEASSPECIFIED INTIE SWPPP�AB NECESSARY —NIA I /T—"— STORNAWATERIENCTAULDWEDTOLVEENTRANCE THESTUANDENTERROA FROM ENiMNCEPLAN F B STABILIZED CONSTRV,(FSTION ENTRANCE/EXIT AA A WRNING ONBDUTHEABTDDRN-➢OUP RB CRE'BOHARRDD,W'NDHLL BD RAWINGLO 1JJ,p(, _ LEAST4B HOURS PRIOR TO E%GVATION INTHISARE4T DRIVE ON OF FOBSILLINEKCENLEARD, MqK qR DATE DESCRIPTION OF ^�YCO HUI.n. CLAYCOFOSSILCREEK EXPANSION Finn auBLUC OPINS IenlDezases CDGEERLINE, INCEULEVARDLEVARD AIO RECESSED INLETLLEDR 117RECESSEDNO ELEVATION eaa BY ODATE5 INRIAL ISSUE fEIgSF ry:!'1j'•*,, ■/v` 3400 FOSSrt CRERK HCVD, Llrl 7OC, •11C eoxr woxrH,rxT6uT nzvawEc D Rsnaseol sroRmanownHo IS17MGH1CG 05YtBYNPS PROGREESPRINT HZ ` LAR�7 DRAWN BYTN K.HERMAN ONOGR ELECTRIC IDELIVERY IBB01314e3n CRV BENCHARKRf SQUARE CUT ON NORTH OF DGHTPoLE C OSMDIN25 INITIAL ISSUERESPONSE .1a....CO.GOinEi.R. R.ESIEG BY NGOMEZ ATSTISBCERGY (e00I34483n (BBB134683n BASE, TWO SOUTH EN DNE DRIVE CREEK BOULEJARC ` o: Y 14eC49 . �� A,A'� 8640 EVANS AVE 500 W. 71h SIre6t, Sutle 300 APPHWEO BY CIWiTER COMMUNICATIONS 3n IBBB15a9e ELEVATON 611 :CENs ; ��� �0 BERKELEv,Mofi3T34 FDnwDn,TeaB7Bml4n" EROSION CONTROL DETAILS TFxnS IXCnvATIOx BAF>=tt5v5TEM5 IBB'34aE 1N CSIBBIf.1 S1442951 DO 8173353000 C04.02 111m 1�-NO F-76, BOB WwW hum-rollars WN D 1 1 2 z �A S� m WELL OSTONE I �� RGM,ta TOain (SEE RITERIA) yA ROCK CHECK DAM GENERAL NOTES LESSDOING ON EXPECTED F�LOWSGE F VIEW LOOKING UPSTREAM z IED TMEcnEcx nnMsnALL BE wSPELrEons SPECIFIED IN THEsvmPP FUNCTION ASEINTFNOEOOUE i031LTALLUMUlATIONAMEONGTHE ROG(SWASHOUT. CONSTRUCTION TRAFFIC DAMAGE, ETC 3 PTH EGUALTOONETHRIDOFTHEHEIGM OFTHE CHECK I OR ONE FOOT, WHICHEVER IS LESS, THESILT SHALL BE REMOVED a DISPOSED OF PROPERLY FLOW it d WHENTHESTEHASACHIEVEOFINPL STAHILPATIONORANGETHER �1 EROSION ORSEDIMENTCONIPOL DEVICE IBEMPLOYED, THE CHECK GAM & ACEUMUL% E UT SHALL BE REMOVED & DISPOSED OF IN AN SECTION A -A CE SUCH THAT POINTS A a R ARECF POI ELEVATION -- �POINTA — _-POINTB SPACING BETWEEN CHECK DAMS ROCK CHECK DAM RTB. Pw xElRcEwxc HE ISOMETRIC PLAN VIEW 2:1 MAX. SLOPE z� 1-DIA WE HOLES, TO BE FILLED WITH GROUT PRIOR TO BACKFILLwc OF STORAGE AHFA FILTER SFGNEry 0-)FOR C—RING WEEP HOLES SECTION A -A INLET PROTECTION -EXCAVATED IMPOUNDMENT NTS 3 4 EROSION CONTROL BLANKETS GENERAL NOTES ANCHORELOTESTAILBURYTHE _HANNELENDOFTHEELANKET 1 INAB DEEP TRENCH All ROCKS. GIRT CLODS, STUMPS. ROOTS TRASH, AND ANY OTHER 111TRUIT END THAT WOULD PREVENT THE BLANKET IN DIRECT ECUFACT WFINTHE SET SHALL BE REMONED TRENCHINGSHALLSELOCATED ALONG THE ENTIRE PERIMETER OF 2THE N SLNOPELLATIONAREA,, IXCEPT FOR SMALL AREAS WITH LESS THAN 2 INSTALLATION AND ANCHORING SHALL CONFORM TO THE — EROSION CONTROL BLANKET RECOMENDAUCK SHMN WHAPPROVE➢EROSIONCONTROL OOTI SLOPENG IXPQSEO SURFACE BLANKET PARTICULAR ATTENTKIN MUST BE PAID TO JOINTS AND _RUAP3 PMATERAFTERAPPROPRIATEINSTALLATION, THE BLWN TS SHOULD BE CHECKEDFORUNIFORACONTACTWRHTHESOILSECURRYOFTHE A INSPECTION 6NALLBEA65PECIFEi FUTHHeswcrP THE GROUND EROSION CONTROL BLANKET NITS I � (� s. fr Foe`rWoe� ­EF4F.G^*WGRTH.TE:.G—SEDD,. 2021 2'X4"WIRE WEIR 0157 13-D430 CURB INLET PROTECTION 5 6 N' nsF x.sr an,aa— WIN D B Figure 3.17E .mxMouu dirm air A PIRK III SMdl ,M Trap „L A �cdE HUI� CLAYCO FOSSIL CREEK EXPANSION OF rElgF ...... ■ �V�O J . FOSSIL CRe5x P—, ." \I L ZOLLARS GNTWGHTNFx7xTa7 TN NI• KHURMAN DRAWN BYAR��EDBY BY JGILL pO4Mgq.. 8640 EVANS AVE 500 W. 71h SURR, STI, 300 N DARE= BERKELEY,Mofi3134 EDNWOIM,Ta S761024728 EROSION CONTROL DETAILS oMsas.1 w 3144295100 8173353000 C04.03 Fvm eg em N. F-7B, WWW.Y."p— WW W hUA1--z011ars Cl 1 1 2 s[nIw � s[crw -I 7r 7r LI'� E�a�pnEw�a 1 3 1 4 BACKFlLL IN ACCORDANCE w1TN SECTION 3J 05 10 7 4" MIN AND 11" MAX. III INITIAL BACKFlLL H I FIR INCH ABRIC GEOTEXTILE III � III 0 III ,P�oP III CRUSHED ROCK PER -1 SECTION 33 OS 10 6" MIN AND III 12" MAX. BEDDING - I I —III —III —III —III —III III I 12" MIN, TRENCH WALL CLEARANCE (TYP.) NOTE TO DESIGNER, THIS IS NOT A STAND-ALONE DETAIL, TRENCH DETAILS SI-OULD BE ASSEMBLED AS DIRECTED IN'BACKFILL, EMBEDMENT AND SURFACE REPAIR IETAIL=EIBLI STORM SEWER ALL SIZES ` 3 05 10--D401 USE BACH BOVF SPRING- 6' M2 Ntv ANI 3EDDIN� 5 6 D GEOTEXT LE ROCK -E2 33 05 — wAL- VP ) DMENT FOR NOR STORM SEWER R C EI ED. EMBE ALL BO ES ` 33 05 10-D402 .. l I lr..a... Try _ s,v I I � �p w•+.., ' � .�...� -- L'I I r I - Icy" �risa� w i i iE _._e.,� -•• ..k �', �I�I " � �I` scn;m_e sc>ms.e •• scnr c wBARB )I n _ _.,.. �: B.Ba U (INNGARR x (14) (N) — ...®.m........m a.xs c A B _ ..a...0 .R. u.u.... _ e.as B�(N) eAns B (20 eARsv(N) REV19E0OAJO-2021 ORTWORT I STANDARD FSTORM DRAIN I I ORT WORTH cDTDFFDR=RMO,TEXAs REWseD waB-zazl STANDARD STORM GRAIN INLET 33 49 20-D405 STANDARD STORM DRAIN INLET 33 49 20-D405 (SHEET 1 OF 2) (SHEET 2 OF 2) �A A DF cd� iBasrae nouns aaloTO szcnOT"'F UL""aT iosslicReex eoul�vAao �a:L�asroF Nosniu oANFR AR DATF DFscRIPTIDry H II� CLAYCO FOSSIL CREEK EXPANSION PONT(enlBezaseB eaiMenERLINE, INCENTER OFAty RECESSED wIEr ELEvairox xAK DalBnres HIT ISSUE lssuE i 0°LF fe �qI. Ili AVI�'O 1.7V 3400 rossn caeex srw, TRANSPO-ON AND DEPARTMENT (5171—GID OYIS'A15 PROGRESS PRINT � z. *�,�p i.L�l l-, IZ ZOL, • RS Foxr woArH,rx]613'1 nz FROJEc 0 R9na26 of o WWW 4R wRJ 0 NIII Dl3ue371 OS7JB'N25 INITIAL ISSUE RESPONSE �•,,,,,�----.::5. DRAWN BY 1.-1—N ,n ONOJR ELECTRICIOELIVERY CRV BENCHM1RKRt SDUARE CUTON NORTII OF DGHTPoLE C B.:........ ra 815BC (S66616677 NO DRIVE POSSIL CREEKBOULEARD 8640 EVANS AVE 500W 71h St-t SuI, 30' .PR.EDev CHART RWMMUNI—ENS ( )MELEVATONM1s °.n��!OENSE�'��?j� BERKELEY,MO63134 FoaWOM,TW,S76102472H STORM DRAIN DETAILS TFxnS FxtnvATIOx $AFEll N 5v57EMS III o)UE> pL4gQti�.o+' os'eol2o2s 314W4229951 DO 8173353000 C10.01 z (soDlol F�,m .N ,�-NOF-7B, sC0fpC0"' www hum-z0llars wlD z C CITY OF FORT --"—BACCEPTABLE BACKFILL 330510-D001 2 r PER PLAN B ram BARBO { l 01 CONCRETE FLUME NTS A � WARxINB �xYBEDxNMARx.B,DBDNsoBTR�,B 2 raAT&T(BDDI0uDRIVE DRIVEa KBouLFARD C ED LOMMUN COxO ( I ON ONE B CA A ION BAFE_,_ME ( I 0 (BDDI31403 (BD0) O GTESS 3 1 4 ORT OF FORT WORTH, TEDRS I REVISED: 9NYDOt3 STANDARD 4' SQUARE JUNCTION BOX I[ 3349101 AxEs ,x �. FBREiEEOM D �� F F B C D E a%-"- ap SECTION C-C L L i46'GDNC B C D EPLANVIEW ARIEBTO BEE1zMuoL"ccu"SECTION D-0O'CONC EYSECTION A-AFIEED MDTD xer BB BARB®,B•oDew �� R scout xEr SECTION E-E FILTERFAeaci SECTION B-B B rcEr SECTION F-F OF FOB u x ®"-4p—® 'I, T "4". DRM oRj. DI nu VIEW - —1 RIucS 5 1 6 EEEYA>nx, o ITY OF FORT O MANHOLE TEPS 33491043414 ' uo wrR« rwx� iORmgm rcwsra[ uxxac wr v m Ir w wwo vP sam ana OF FORT WORTH, Tms STORM MANHO G ,E RIG SVER AND I 3 0513 D417 D F B A �cd• HUI� CLAYCO FOSSIL CREEK EXPANSION °F rFl q ■ 1 /�V�O 3400 FOssIL CRe5x El—, . s y,:...., : \ILL�L Lr/ 70L, •11C 1.7Z L LARJ eoxr woarn.rxTeuv asnasem R...-cow GouE'z'.R. DRAWN BYTN NHOJMEZN BY B640 ���BD ev E 4qQ EREVANS LEY,NOAVE BERKELEY,MOfi3134 FoaVVOM,Slreet,5ohea47 FOR WOM, Texas ]6102a11N STORM DRAIN DETAILS W0wfOts 877335300c .1 CIQ•OZ Fvm ea em NO F-Ts, w.vw tlsyrory am W—day-p www haMh 1lars wm Working point (at intersection of nominal l.D.1 p m .E Trimmed edge of pipe Miler 0 ¢ I NOTE: All pipe runners, calculations, and dimensions are based on the pipe culverts mitered as shown in this detail. Alternate styles of mitered ends will require that appropriate adjustments be made to the values presented on this standard. SIDE ELEVATION OF TYPICAL PIPE CULVERT MITER (Showing corrugated metal pipe (CMP) culvert. Details of reinforced concrete pipe (RCP) culvert are similar.) CROSS PIPE LENGTHS AND PIPE RUNNER LENGTHS CUOO Pipe Runner Length Nominal Pipe Culvert Culvert 1 D. Spa - 6 Cross Pipe Length 3:7 Side 0° Skew Slope 30° Skew 45° Skew 0" Skew 4:1 Sid, 15° Skew Slope 30° Skew 45` Skew 6:1 Side Slope 0° Skew 15° Skew 30° Skew 45° Skew 24" 1' - 7" 3 - 51' N/A N/A 5'- 10" N/A N/A N/A 8' - I" N/A N/AN/A 17 - 9" 17" 1'- 8" 3 - B' N/A 5' - S' 6' - 11" N/A N/A 7' - 7" 9' - 7" N/A N/A 11' - I I" ]4' - I I" 30' 1' - 10" 3 - I I" N/A qNIA 6'-4" 8'-0' N/A N/A 8- 9" IF - 0" N/A N/A 13 - 8" 17-0" P-II" 4'-Y' 6'-2' 7'-3" 9'-1" 1-6' 8'-10" 10-0" 17-5" 13-3" 13-9" 15-5" 19'-2' 36"4'-S' 6'-11"8'-2" 10'-7' 9'-6" 9'-11" IF-2" 13-10' 14'-9' 15'-3' 17'-0 21'-3' 47' 7-4" 4'-11" 8'-6" 9'-11" 17-4" 11'-7" 17-01, 13-6" 16'-a" 17"-9" 18,-5" 20'-8' 21-7" 4B' 7-7" 5'-5"' 10-1" IF-9" N/A 13'-7' 14'-2' 1.9-10' N/A 10-9" 21'-6" 24'-2' N/A 54" 3-0' S-i l" 11'-8' 17-1" N/A N/A 15'-8" 16'-3' N/A N/A 23-10' 24'-8" N/A N/A 60" 3 -3' 6' - 5" 13' - 3' N/A N/A N/A 17- 9" N/A N/A N/A 26' - 10' N/A N/A 1 N/A Limits of riprap (to be included with SET for payment) 4 Limits of riprap (to be 7' x miter 12" included with SET 0 L°-(L Cross pipe for payment) q i anchor boll Top of riprap Working / ^: A PO1 t Trimmed edge of pipe culvert A, 17 / Mi �l 1 F/owline ¢ i ........................................................................................... .... SIDE ELEVATION OF varies -see CAST -IN -PLACE CONCRETE bottom Anchor Toewall Details (Showing reinforced concrete pipe (RCP) culvert. Details of corrugated metal pipe (CMP) culvert are similar. Pipe runners not shown for clarity) Hoc ttg ii of to Crass plpe Riprap Bottom anchor toewall � �O 7 Pipe runner Bottom anchor pipe Flowline ISOMETRIC VIEW OF TYPICAL INSTALLATION (Showing installation with no skew.) TYPICAL PIPE CULVERT MITERSCONDITIONS WHERE PIPE RUNNERS STANDARD PIPE SIZES AND O 01 3 ARE NOT REQUIRED 0 MAX PIPE RUNNER LENGTHS Side 0 15' 30' 45° Nominal Single Multifle Pipe Pipe Ip Max Pipe Slope Skew Skew Skew Skew Culvert I.D. Pipe Culvert Pipe Culverts Size O.D. I.D. Runner Length 3:7 3:1 3.106:1 3.464:1 4.243:1 12- thru 27" Skews thru 45° Skews thru 45" 2' STD 2.375" 2.061" N/A 4:1 4:1 4.141:1 4,619:1 5,557:1 24' Skews thru 45° Skews thru 301 3' STD 3.500" 3.068" 10 - 0' 6:1 6:1 6.212:1 6.928:7 8.485:1 27" Skews thru 30° Skews thru 15° 4' STD 4.500' 4.026" 19'-8" 30' Skews thru IS° Skews thru IS- 5" STD 5.563" 5.047" 34'-7' 33" Skews thru 15' Always required 36- Normal (no skew) Always required 42- thru 60" Always required Always required ESTIMATED CONCRETE RIPRAP QUANTITIES (CY) 0 Nominal Culvert I.D. 0' Skew 3:1 5i0' Slope 13° Skew 30' Skew 45' Skew 0° Skew 4:1 510 IS' Skew Slope 30' Skew 45' Skew 0' Skew 6:1 Si0e 15' Skew Slope 30° Skew 45' Skew 12' 0.4 0.4 0.5 0.5 0.5 0.5 0.5 0.6 0.7 0.7 0.7 0.8 IS' 0.5 0.5 0.5 0.6 0.6 0.6 0.6 0.7 0.7 0.7 0.8 0.9 1&, 0.5 0.5 0.6 0.6 0.6 0.7 0.7 0.8 0.8 0.8 0.9 1.0 21" 0.6 0.6 0.6 0.7 0.7 0.7 0.8 0.9 0.9 0.9 1.0 1.2 20' 0.6 0.7 0.7 0.8 0.8 0.8 0.8 1.0 1.0 1.0 1.1 1.3 27" 0.7 .7rO...Il 0.9 0.8 0.9 0.9 1.1 7.1 1.1 1.2 1.4 30' 0.8 0.9 0.9 0.9 1.0 1.2 1.2 1.2 1.3 1.6 33' 0.8 81.0 1.0 7.0 1.1 1.3 1.3 1.4 1.5 1.7 36" 0.9 ]!..It .97.1 1.1 1.1 1.2 1.4 1.4 1.5 1.6 1.8 42" 10 .01.3 1.2 7.3 1.3 1.6 1.6 1.7 18 2.1 4B' I.1 7.] N/A 1.4 1.4 1.5 N/A 1.9 1.9 2.1 N/A 13 7.3 N/A N/A 1.6 7.6 N/A N/A 21 21 N/A N/A pf'54" 60' 7.4 N/A N/A N/A 1.7 N/A N/A N/A 23 N/A N/A N/A OProvide pipe runner of the size shown in the tables. Provide cross pipe of the same size as the pipe runner. Provide cross pipe stub out and bottom anchor pipe of the next smaller size pipe as shown in the Standard Pipe Sizes and Max Pipe Runner Lengths table. OThis standard allows for the placement of only one pipe runner cross each culvert pipe opening In order to limit the clear opening to be traversed by an errant vehicle, the following conditions must be met: For 60" culvert pipes, the skew must not exceed 0- For 54- culvert pipes, the skew must not exceed 15-. For 48' culvert pipes, the skew must not exceed 30'. For all culvert pipe sizes 47 and less, the skew must not exceed 45. If the above conditions cannot be met, the designer should consider sing a safety end treatment with flared wings. For further information, refer to the TxDOT Roadway Design Manual. Miter = slope of mitered end of pipe culvert. ®Riprap placed beyond the limits shown will be paid for as concrete riprap in accordance with Item 432, 'Riprap." QQuantities shown are for one end of one reinforced concrete pipe (RCP) culvert. For multiple pipe culverts or for corrugated metal pipe (CMP) culverts, quantities will need to be adjusted. Riprap quantities are for Contractors information only. SHEET 1 OF 2 DeP&1*nWt0J`ftWpOrtet/on IrdaN SAFETY END TREATMENT FOR 12" DIA TO 60" DIA PIPE CULVERTS TYPE 11 - CROSS DRAINAGE SETP-CD ie tp-$EIP{p.lp p4n oa 4Jf cc: CAT w JRP u: GAF `[ .Dq F,linkuy MA iu xlsxv<v uvisroxs cow sEn C10.03 Pipe runner length (See table.) clo55 pipe Dia through - - _ ugh hole - g I 17 4 Yf ire" Dia through hole �¢ Pipe runner r._.J._._._Y _.y1 I. V Dia Through hole 'N' Dia hole 9 4 stub our A 4 Cross pipe ♦ ¢ Cross pipe OPTION Al OPTION A2 CROSS PIPE AND CONNECTIONS DETAILS j Dia hole 4'fe" Dia through hole (at upper and 4 'fC of pipe) 9' Pipe runner length (See table) NOTE: The separate pipe runner shown is required when Cross Pipe Connection Option AI is used. PIPE RUNNER DETAILS SL 1 � I -------------- I � I � I I I OPTION 81 OPTION B2 BOTTOM ANCHOR PIPE DETAILS OD QRiprap placed beyond the limits shown will be paid for as concrete riprap in accordance with Item 432, "Riprap." © Recommended values of side slope are 3:1, 4:1. and 6:1. All quantities, calculations, and dimensions shown herein are based on these recommended values. Slope of 3:1 or flatter is required for vehicle safety. (Z). that actual slope of pipe runner may vary slightly from side slope of riprap and trimmed culvert pipe edge. ®Ensure that riprap concrete does not flow into the cross pipe so as to permit disassembly of the bolted connection to allow cleanout access. After installation, inspect he Vu hole to ensure that the lap of the pipe runner with the bottom anchor pipe is adequate. @ At fabricator's option, a heat bend to a smooth 5" radius or a manufactured elbow (of Me same material as the runner) may be substituted for the mitered and welded joint in the bottom anchor pipe. 4 3V" Dia x 1T cross pipe anchor bolt with hex nut and wa her Miter Limits of Working 1T i a �000r 1 4 Roadway riprap palm j Pn \ / v Cve / pfn/ee I PPr p1" Dia bolt with y out and 2 washers Cross' pipe . • r "'`,,' / Stub out - �' Dia ho/eQ � I f Pipe 4 Pipe runner --T skew Side slope SET (TYP) Bottom anchor pipe - Anchor toewall - SIDE ELEVATION OF PLAN OF SKEWED SAFETY END TREATMENT INSTALLATION INSTALLATION (Showing pipe runner with Cross Pipe Connection Option At and Anchor Pipe Option B2 on corrugated metal pipe (CMP) culvert. Reinforced concrete pipe culvert (RCP) details are similar. Riprap not shown for clarity) * Limits of e -/-;o 4" Mtn n t4 x 1yv bolt wrih It Prap (to be 'Hrn /a ul and washer (Typ) included with SET \ lap` fp Pipe p g Pipe a T M' 4 Cross pipe (flush for payment) qO runner I with top of riprap) I runner ,.- / -. �.�T /1 widest i Tangent to I, % rn _ 1-______ _. _ _._._.. ____i ___._. _ 1. _ ofdPpe culvert Bottom anchor Bottom anchor r ---------- --- ITyP) pipe pipe % fn Bottom anchor Bottom anchor Anchor toewall I toewall toewall Riprap Pope culvert 1, hr, Pipe culvert 6" 6'_ 3' Min (CMP or RCP) to (CMP or RCP) 17, Cleo! 14' Pipe runner or stub out Pipe culvert I.D. PI culvert OPTION B7 OPTION 92 (nominal) Spa - G BOTTOM ANCHOR TOEWALL DETAILS SHOWING CROSS PIPE SHOWING TYPICAL PIPE (culvert and riprap not shown for clarity.) AND ANCHOR TOEWALL CULVERT AND RIPRAP SECTION A -A MATERIAL NOTES: Synthetic fibers listed on the "Fibers for Concrete' Material Producer List (MPL) may be used in lieu of steel reinforcing in riprap concrete unless noted otherwise. Provide pipe runners, cross pipes, and anchor pipes conforming to the requirements of ASTM A53 (Type E or S, Or 6), ASTM A500 Or B. or AN 5LX52. Provide ASTM A307 bolts and nuts. Galvanize all steel components, except concrete reinforcing, after fabrication. Repair galvanizing damaged during transport or construction in accordance with the specifications. GENERAL NOTES: Pipe runners are designed for a traversing load of 1,800 pounds at yield as recommended by Research Report 280-1,"Safety Treatment of Roadside Cross -Drainage Structures". Texas Transportation Institute, March 1981. Safety end treatments (SET) shown herein are intended for use in those installations where out of control vehicles are likely to traverse the openings approximately perpendicular to the pipe runners. Payment for riprap and toewall is Included in the price bid for each safety end treatment. Construct concrete riprap and all necessary inverts in accordance with the requirements of Item 432. "Riprap." SHEET 2 OF 2 a Brlll0 oMaFon ,78trea DeparfinentMTFaftspt>rteBon BlarMartl SAFETY END TREATMENT FOR 12" DIA TO 60" DIA PIPE CULVERTS TYPE II — CROSS DRAINAGE SETP-CD it Cb-SETP{040.d0n w GAF ru CAT w. t [e GAF r0-or FW oy JPIO C10.04 D C 1 1 2 1 3' B 2' II 'PLAN VIEW A 3 4 akZjOR7 j STANDARD WARE OTTY OF FORT NARNSTH, 11BULAS Re" Be. TANDARDSQU JUNCTION BOX 1 33 49 10-D411 NOTE: ALL CONCRETE SHALL HAVE A MINIMUM A COMPRESSIVE STRENGTH Pc = 3,000 PSI AT 28 DAYS 3- 3' o B 1 u BARBS—SuCe—Z o 1 ­­R (BOTH SIDES) bFTH1h. SjC T-10" DIA —EMOTHSIDES < 2OPENINGSASaHOWN pf DIAL 2 GARBIRGUNI oEU SHOWN OESQ­DIN 1_001 — SECTION A -A CENTERED IN FILDOR SECTION B-13 01 OUTFALL STRUCTURE OPENING DETAIL INTS A BN WANNING NTA 0 =',"T "RE.R OF TONS L OF B—C. I R. NBC CORNER —H GATT`10N' —SANLAT O�R'ELCREES ISSUE DIRGAVI NG LOG OCTUR L�N CA Re PRORTOEX V III SOU- 70i EASTOF SoDSHELL DR GENTERLINE INCENTER OF A le RECESSED I ELEVATION FRNT WORTH WATER DEPARTMENT (817)SROSSAIS 644 AT 1A R A o41;25 `NZA ISSUE IF B G­ PROGREESPRINT TRAN—ON AND PUBLIC WORKS (817)SIGH100 ONCORELECTRI IDELIVERY (8DO)­ � SOLAIRE CUT ON NORTH OF UGHT ROLE C INITIALI—ERES—SE _NI.C1W EN AT11AN.10ERGY (A R)­ BASE l�ISOU�CFCE�ERLINEIN—SECAONBrEEN AT_ GDD)SHHHG77 NORTH RIVERSIDE DRIVE &FOAAL CREEKSOLLEVAA .. EZI CHANTER COMMUNICATIONS (8DD)SH4H3H ELEVATION 641 l IN& AH5 TEXAS�A'­L'ZAT ES1 _Me (8 1)— IS O)_Gll (Sm) U—SeI- 111. 61 6 D j A FoRTWORTH 1 11, OR FORT loll", IIIAS I REVISED 14-11-1121 c jr� I; ONCRETE PIPE COLLAR 3341 1 O-D416 Lft o C'o '1A ru =w z B JL T L -I F cm OR FORT STANDARD "I s REVISED: BRIBURSORM 3 3 49 10-D410 JUNCTION BOX CLNYCO HUITT CLAYCO FOSSIL CREEK EXPANSION 3400M ILCIRTEEKBOVD. HZPA(GESTNO R31792601 HZI ZOLLARS FoRT WCUN­ 76137 .. SLNGRN. 884O EVANS AVE 5DO W. AT Sureet, Suite 3DO REVE.D. APPROVED III xGOMEz BERKELEY, M 63134 END Wth, T... 761024728 STORM DRAIN DETAILS 314.429.5100 817,335 3000 C10.05 —d.yow, OTO xuAv Suit1­11ee wm 8-Mm Low Permeable Solt o Keystone Cap Unit Keystone Standard Unit 24' Unit Drainage Fill (3/4-Crushed p R tls Rock or Stuns) - Approz matey ° 1/8"-1/4' _ L m is of ,., ' " Excavaton 8" Sol Gntl Depth Retaned Finished Gretle 4' Perforated PVC ' Drainage Tile KII-11 I� LI.I No[e� unrembrced concrete unforced When site conditions require, wrap drainage or Crushed Starve ble in 314" aggregate and filter fal—with Foundaton Sal Leveling Patl dreinege composite or aggregate back drain system, as d-oled by geotachncal engineer TYDICal Reinforced Wall Section Standard Unit - Near Vertical Setback 8-Min Law Permeable Sail IIA Keysto AIL\ 24" Unt Dr Crush. idQUA Reinfo ctl Sol ' JI KM Tl Gntl Depth".' r Finish. 1 Unreinforcetl Concrete Retained soil �I r Crushed Store - _ Levelmg Pal II �IIF Reinforced Soll 24-- ApproxmateLmb II f Ezca ovahon Ti 1 Grid Dept Drainage Tile 8'Mn Lowe rmeable Soil Keystone Cap Unit _Il ii Keystone Standard CI Unit _ —Unit Drainage Flll (3/4-Crushed p Rock or Stone) - pproxmma Reinforced Soil A b 1"-1114' _ Lmta of TI Excavation - Grid Depth Retained Sal t Finished Gmtle 4' Perforated PVC Drainage Tde �1I Note: in unforced Concrete When site conditions require, wrap drainage or Crushed Stare Iliain3/4- aggregate and filter fabricwlt Foundation Sal Levehng Patl drainage composite or aggregate back drain system, as directed by geotechnmcal engineer. Tvpical Reinforced Wall Section Standard Unit - 1- Setback Unit ne Standard Unit nage Fit (3/4 d Rock or Stone) o d Grade 8" Mm Low Permeable Sod l Keystone Cap Unit Place Additional Pieces of Geogntl When Angle Exceeds 20' 3- of Soil FIII a Required Between Overlapping Geogntl for proper Anchorage (Typ) Additional Drainage FIII Extend Well HegM/2 7 H —Keystone Standard Unit Unit Drainage FIII (3r4" Crushed Rock or Stone) m 3- of So I F II s Required Betas 1/8' 1/4• Overlapping Geogntl for Proper 8 Anchorage(Typ) o Add t onl Damage FIII � Finished Grade 6tend Wall HegM/ 2 / S Mm L P meable Sod Keystone Cap Unit Keysbne Standard Unit Thll��Il Retained Sol 'iC- 1 11/4 �8. Fnished Grade Unit Drainage Flit cW 24' _ (3/4"Crushed Rock or Sbne) Approz mate Limits 4i oi f Excavatxn Unreinforcetl Conches., 4" Perforated PVC Drainage Tde C—hatl Stone Leveling Pad Wrapped In Filter Fabnc (If Raqulred) Foundaton Soll ]FI �11 _.H-F HI I�J�„ILEIIF_l _I CIIJ CIG J'rm� Drainage Fdl Note: Unremforced concrete No[e When site contld ns require, wrap drainage or Crushed Stone 7. Check with manufacturer specifications the in 3/4' aggregate and filter fabrlcwith Levehng Patl Foundation Soil H 12 on correct tlnechonoforientahonfor drainage composite or aggregate back dram system, as directed by geotechmcal enginee, geognd to obtain proper streingN 2 Comerunils recommended for outside Tvpical Reinforced Tiered Wall Section H/2 corners AvallabllibMay Very Standard Unit - Near Vertical Setback Geocrid Installation at Corners Copyright 2003 Keystone Retaining Well Systems Design lsforudernalstability&the KEYSTONE wall sirucbre only External I No note Na— slsbillty, mclutlmg but not limited tc foundation and slope stability is the By esponbddyethe Owner Thedesgnebasul the assumption thatthe materials within the ratemed mesa, methods of c,hmucbon, and quality of mabnals conform to KEYSTONE'S sirec,ficahon for this pmlact Thinsdrawmnglsbetngfummshedbrthmsspecificpmlectonly Anypary I aaaepting tisdocumeni does so inn confidence and egmes drat it shall no[be I I I - 4444 ATt III rest duplicated In whole or in Patl, nor died osed to others without the consent of ,IIKeystone Retaining Wall Systems, Inc Base Levelir) Pad Notes 1 Thhnslevel ng padIs b be butted of cruahad store or ncoe00 ps a unre nrorced concrete 2 The base foundation s to be approved by the s to geotechnicel engineer prior to placement ofihe leveling pad Limits 6" Crushed Rock or Unreinforcetl Concrete Leveling Pad standard Unit IIIIJJIII Cap Unit pthr Weighhis .eit W,dffi I" 081he II•Wegit 501bs Standard Unit/Base Pad Isometric Section View • Dimensions & Weight May Vary by Region (2)-4"Cap Units or 4"Cap Unit (1)-8"Cap Unit 8'Keysbne '• UnR Standard` Elevation 65 Note —' 1 Secure all cap units wdh Keysbne Kapseal or equal. Top of Wall Steps •s ^~ Geogntl islob PI tlon L el 18" Backfill and Extended Over the Fiberglass Plne Place Ne#Unt I I Pull Grid Taught and Backfill Standard Plan I I I I I Stake asrequlre] �I I Grid &Pin Connection Standard Unit `+Dimension May Vary - by Region 16' Crushed Rock or 8-or 16" Unre nfoncetl C—ste Step Level ng Pad 1.,;. ,=;w..r >:.•,'...1 I.." a: :".••° Elevation I�. 4 ✓ °•� Note, Cap Unit Elevation Cap Unit Elevation 1 The level ng pad s to be construcfvH of rushed stone or 2000 pina unranforc d p/ inn b W 1/2 x81/4" g• F berglass L L Pn Front Face 1 18" 18" to Cap Unit Plan Cap Unit Plan I I w * 12^ Universal Straight Split Section Cap Unit Option Cap Unit Option Dimensions & Availability Dlmenmona&AvallaNlity Levelinq Pad Detail Will Vary by Region WIII vary by Region Designed By Title Date RKM Standard Unit 18 - Straight Face Details Checked By P.J.. Protect No CDM Keystone Retaining Wall Systems s ale Typical Wall Details Drawing No No Scale III r 1 1 PARKS AND RECREATION DEPARTMENT (EXEC) L PROPOSED UTIUTY IMPROVEMENTS OUTSIDE OF A RECORDED EASEMENT(S) AND LOCATED IN AND'OR TH ROUGH A PARK SHALL REQU I RE PARKIFND CONVERSION IN ACCORDANCE TO STATE OF TEXAS, PARKS AND WILDLIFE CODE CHAPTER 26 2 CONSTRUCT OT OCCUR ON CITY PARKLAND WIITISTAGING, 1 PRIOR WE17EN APPPROVAL FROu ppolALs resnnc MAY 3 ONSITEMEETINGTO LOCATE PARD UTILUS, ES. TREE PROTECTION. AND PARKLAND FENCING TO APROVIOE ICE NSTALLLFENCING RS INIMUM T AT PARK NOPERIY LINE TO PROTECT PAAMAND FENCING TO REMAIN UNTIL CONSTRUCTIONCOMPLESED MUST BE IPMENT ON D 3 OR EQU ADDRIONAL NOST TO PER Ill RED NG PRE CONSTRUCTION CONDITIONS OR BETTER AT NO RE 6 SOIL SHALL BE FREE DF CONSTRUCTION DEBRIS AND ROCKS GREATER THAN 1-INCH BALKFILL WITH CLEAN SOIL PRIOR TO SEEDING OR SODDING (REFER TO 329119.32 K 13 AND 32 9214) T TURF INSTALLATION MUST COMPLY WITH CFW STANDARD CONSTRUCTION SPEGFICATION GOD MENDS3292138WDINGANNOR32521LNONi TNESEEDING 0 UPON REQUEST, THE CONRACTOR SHALL PROVIDE TO PARD A COPY OF CERTIFICATIONS ON SOIL, RODS ENG L3 AN0R'! VI LCHING PRIOR TO INSTAUAEON, ALONG WITH THE DEW TICKET D B CONTROLETION OF AND FENCING TOSS REMOVED, INCLUDING SILT FENCE ANT TREE PROTECTION, MERCHAPTER 33, PARK B RECREATION -FORESTRY SECTION(PARD-FORESTRY) -JURISDICTION OVER TREES ON CITY OWNED PROPERTY INCLUDING RIGHTO— APPROVAL OF PLANE DOESNOT CONST ISSUE ERMITS FORRNOVPLCPIANITINDOTH RRRUNING OF LITYRE'ZEOTREES SHALL BE OBTAINRD FROMPARGFORESTRY PRUNING RECUNEG FOR RECONSTRUCTION PURPOSES REOUNEETHE UT IF WTiDN OF AN REOTRRRFIED ANBORIST AS STATED IN RE PERM i AT NO EXPENSE TO PARD CON WWW FORTWORRTEYPSGOV IDEPARTMN131PARtSSERJICESFORRRY OR 101 1 ON PROTECTIVE FENCINGINNIGLISH AND SPANISH THAT RIIKEEP OUT TREETNSIGN RE RN' ('NQ ExTRE, ARN of PRmEccIDN DE ARBOLEB) 101 z NGOF EQUIPMENT OR SUPPLIES L. 0 3 PUPPRWPLGNENBV CIttFORESTERFENCINGTOBEDONEBYHAND, NIESSNIOR 1014 OTS ROSHALECLANNLUTHRAJIWRASAW CUT WITHOUT CITYFDRESRR APPROVAL 1015 ALL CUTS ON OAK TREES, INCLUDING ROOM SHALL BE PAIGTER WITH GENERAL SPRAY PAINT WI THIN 30 MINUTES OF EXPOSURE TO PREVENT OAK WI LT SPREADER POSE �B 2 3 PARKS AN D RECREATION REPARTM ENT GARD) PARKS AN D RECRNTION DEPARTMENT GFVD) HALL BE WARRANTED FOR A PERIOD G-0 YEARS A MAINTENANCE 1021 CTWORK BOND SHALL E PORTED FOR ALL LANDSCAPING MATERIALS(HARDSCNPES, IRRIGATOR, BEGINS, ANY DAMAGE WILL BE NOTED AND REPORTED OTHE O NRACRTPLANTINGS) ADMINISTRATOR 1 INSPECTION 1012 THE CONTRACT ADMINISTRATOR WILL CONDUCT RANDOM CHECKS OF RE TREES DURING S CONTACTTRAPID tt OURS IN ADVANCE FOR INS ECTION OF TREE ANDPLANDENPE PLANTINGS 1023 ACHNNIDUCTPERIOU REES MAY BE MADEATTHE END OFTHECOMRACi PERIOD CITY 1 RRINTIONSYS7 MUSTCOMPLY WEI TEXAC COMMISSION ON ENVWONMENTPL QUALLV EREESMA IBEMA EA AND END OF THE OGNTFUCTENDRE 3 11CME0TTRLESO. TENASADMINISTMT. COD E(TAIDDHAPTER3W, ULES FOR LANDSCAPE TION 6RECTIONGOTER CON SVSTEMRATIS CON ECTEDTOAPUB?ICOR PRIVATEXASORD E POTABLE WATER UELY MUSTBE 102.4 TO RE CITY NRESTER WITH COPY TO CONNECFED THROUGH AN APPROVED PREVENTION ASSEMBLY. AND MUST 9E TESTED GGK=TFILE AND RE GN CTOR MEUPON MO R 1025 (BRAT)WHOISREGISTEREDWRHRECITYOFFORTWORTHWATERDEPARTMENTL FOR E ONAAGED iREESATA LOCATIONTO BE DESIGNATED BYPARD REPLACEMENTS —RI ADDIEONAL INFORMATION REGAAG PERMITTING. CONTACT DEVELOPMENT SERVICES PER INCH CASISWITH_ OWCMNSERVICESeOI7N_; alxc REPLACEM ARE LESS THAN SDI NCH DBH AND 2-INCH PER INCH FOR TREES WHICHRARE 3DINCH DBH 131 SUPPLIED. TREES AND PLANTING MATERIALS CAN BE INSTALLED ONCE IRRIGATION LINES HAVE BEEN INSPECTED, APPROVED AND GREEN TAG HAS BEEN 132 IFEDHEINGMEDIANISALTERN,CDNTACT PARDttHOURS IN ADVANCE FOR INSPECTION OF ARGE OF 2-YEARS ANY FREE MAT DOES NOT SURVIVEERTME THE 2-VEAR ESTABLSHMENTPERIODSHALL ALL IRRIGATION LINES DEPTH, AND PRESSURE PRIOR TO BACKFILLING CONTACT 01i392L4]9 BE CCMPENSATED FOR BY THECONTRACTOR TTREE FUNDATA RATEOl PER 14 EGGS ILL BE REPLACED IN ALL AREAS DISTURBED BY CONSRIILTION GODSRALMATCH FAL NIEMIGGRASSES,PERSECTION328213 1020 1G BULLSIIALLSE FREE OF CONSTRUCTION DEBRIS AND ROCKS GREATER MAN FINCH BACKFILL THAT MAY COUP"ENTALRI TO G SODDING (REFER TO S29119, 32 92 13 AND 320214) OF RE BUNK INTO RE GAMBWL Ey1 T02INCH IN WIDTH, BUT US THAN 113 RIN 1 SPECIFICATION _ B DOLUMENTS32B21350RDINGNNOR 329214NON-NATIVE SEER IN INCLUDE REMOVAL OR LIVING DOWN OF PROTECTIVE REE FENCING PRIOR TO END OF 17 ON REQUEST, RE CONTRACTOR SHALL PROVIDE TO PART A COPY OF CERTIFICATIONS DR BOIL ON NG EQUIPMENT OR SUPPLIES WITHIN THE CRITICAL ROOT ZONE SOD,SEEDING, AND HYDROMULCHING PRIOR TO INGTALLATICN. ALONG WITH RE DELIVERY (CRZ),OR DISPOSMI GOFPARRORCONCRERWITHIN RECP2, BUT NOT CLOSER TO THE 32 KET(REFER TO U N 13 AND S214) TRUNK THAN SOB. RADIUS OF RE C. SLIGHT DAMAGE TO MEES SHALL BE ASSESSED AT 18 ALL DISTURBANCE TO EXISTING SOIL,VEGETATION, OR IRRIGATION MUST BE REPAIRED OR PATEOFMID0.00FOREACHINSTANCE EACH DAY TREE FENCING IS NOT PROPERLY REPLACED TO NISRNG PRE CONSTRUCTION CONDITIONS OR BETTER ATNOADDITIONALCOSTTO PLACED, SCUPMENTORSUPPLIER ARE STIREDORED WITHIN PARD THwITHIN ORG. OR FILL N ST N z SHAFFRELON9pED EINSTANCE l ENTER. AS 19 CCNSTRUEOUIPMNSTAG T AN—ING, MATERIALS STORAGE AND MATERIALS TESTING 027 CANAGE THAT CONRIBUTES TO RE PON HEALTH AND REDLICED LONGEVITVOF THE MAYNOTOCCC11oN UR--TINGMEDLNSMAINTAINEDBYPARDWITHOLRPRIORWRITTEN APPROVAL FROM HARD TREE K INTO _l BUT RE NOT LIMITED TO SCARRING OF THE TRUN THANKOHL PDT LIFE THAN! I G E, 2TH SENG MEDANSLROWS WITHIN CDNSTRRCTON CONFINES SHALL BE MAINTAINED BY OR BREAKING OF LIMBS MORE THAN 1-INCH IN DIAMETER, BUT HLESS THAN IV TRUNKENC pS EVERY 14 DAYS UNTIL CONSTRUCTION COMPLETE CALIPER NGLUBANDCITYACCENTANCEAFTER FINALWE FILLING IN20% OFTHEORD ON 1 OF4 D DES, BLIT OUTSSIIDETTHE 50%RP➢IOus OF ixE CRzre 21 NEW BER-1001 SHALL BE WATERED,MOWED, HERO AMNTANEp BYCONTRACiaR UNTIL ORRIEPOSINGOFPAINTORCONCAER WIRIN10%RAUIUSOFRECRZ MODERATE EIS ESTABLISHED PER CFWEEEDSODEPECIFICATIONS ERIORTOCIIY R EACH INSTLLBEOF OAMAGEATARAIEOF%THEASSESSW➢ LUEOFTHEREE ACCEPTANCE 102.8 SEVERE DAMAGE OR REMOVAL OF TREES IS SUBJECT TO PENALTY OF Sam PER DIAMETER INCH IF TREES REMOVED OR I ED FIR TREES LEI TIN I BIT CUT OR — TWAEIER INCH FOR REES 301NCH DBH OR GREAT ER SEVERE 0.AMAGE CP REMOVALPER ON MORE THAN ONE OF4 CNN CUT NG I G ClFMEIBUFRESS ROOTS WIRIN 3 TY 50% RADIUS OF ME —TIMRE THE DISTANCE OF THE DBH OF TH E RUNK, OR CUTTING 4 ROOTS 44NCH OR GREATER IN IIIII 1029 RANCHESSIMLLBEMEASUREOAT THEPONLTOFAnACHMENi LRAT irLATEERRAL TO WHICH THE BRANCH OULD 'NED STANDARDS MEEG GAUPED SHALLL BE MFACURN ACCORDING TO ACCENPIE➢INDUSTRY STANDARTS BEES GREATER MAN BINCH IN CALIPER SHALL BE MEASURED USING D"_ AT GHi (DBH) TREESTHAT MUST BEREMCNED WEN DAMAGE CAUSED BY THE GONRACigi SHALL BE REMOVED BY THE FOSEE_ CEOR NS REERE0 COMEACTORATTHECONTRACTOR5E%PENSE 10210 All GAMAGRSIIALL BE PAIDTO THECHYREE FUND FAILURETOREPLACEORPAYFOR BEADTOWARGATREELHACCECSEDDAMAGEG DAMAGES AC DESCRIBED HERENCHNL BE 'ILL LY DEDUCED FROM PAYMEMS OTHERWISE DUE THE CONTRACTOR CLAYCO 8640 EVANS AVE BERKELEY, M063134 334.429.5100 claycom Wrn HUITT HZ ZOLLARS 500 W. TIP SReeL SERA, 300 FBI Worlh, TV E 76102 4728 8173353000 WWW 8UN1--mllars cam 5 CLAYCO FOSSIL CREEK EXPANSION 3400 TOsFRL CaEK ELVD, POAi WOBT33,TX]61B1 GENERAL NOTES Hl iNO DRAWN BYYY NHFAMEZN C00.03 D C B A 1 2 3 4 5 1 6 ll LANDSCAPE AND TREE PRESERVATION REGULATIONS URBAN FORESTRY REGULATION (6,300) —� — — — — — — -- — ® V — — M — — — — — — — —� AREANBEDE4ELOPEO 196SACIB56,1143F1� ® ®� ® ® ® EASEMENT sl,s 1 M � � _ - A ® __ ____ _- _ w _ _ I xn wreAxAaEA Ix,1AC0B.,NG,) D I \ I REanmmEEcnxooY IERRResf D t R"PR�'F.SETRnvLn i0N0FExlsnw4oPr © I EXISRNGMEECANOPY NG 29TREESD2000=SB.000EF(PRESERVED) 71 NEWTNEE%AMING r IA REDGIRED GENEWTREE RU NGCAVEMGE ,G, SF 'MEDIUMCWOPYMEE @ SBPERER NSF •E—CANOPYTREE®,WSFPFR _GF NOTEDBY INSPECTOR i ASD I PMKNGPR— 1920003F — '" o1 I AREAOFPARNING G2IGRSF REWIRED CANOBYCOVERAGE OF STORAGE BARRING AREA NO%I ,898SF -� AREADFGANDPYCOVER-PROVIDRD KRE RE­ -ss f , TOTacnxovrcovERAGE - - - - EXISTING \O I ER OVIDED= iNC.Sf S SINGLE STORY WAREHOUSE 11 I T ±422,202 S.F. \ j PROVIDEDTREESINOMNON,ANOSCAPERAN SEESHEET010 (FFE±648.00' BB PHO OEO NO BPRERERVEO = IN • Ej Iw roPosr "eves I I� m� /� � x»u �- --`1 L--- TFRO - \\j ¢ p ED III T oil NI� �E I EU Ex IR EM TREE BARRIER DETAIL B o LEGEND i 1 . .. .. - a II O j — - EXISTING TREETo eEREMovEn ZII SINGLESTORY BUILDING III EXISTING FLEET SERVICES Iti-Ftlf1-F'h1-f-ue �I SINGLE STORY BUILDING — N .. _ -�� x U IMI I-EToeEPRESER- x - I I UUUU III III III III III III III \ RECYCLE 8 hVASTEWATER�' o ' I - _ _ _ UA1 — - \ -- a -----------D _-- _--_�—__-1- _ — _ _ 11 _ - -- - - - T �- - - M77SIGKFIGxTMEE 11u11 N G-E. 1. �A A ""NRNG BECNHM RK BIIRCNSCUTHEASTCCRNERDF""L BRDEDRAWLOG ,NG . THE CaTwuTORSH4ucoN-FTHE FOU--GAT CREEK BOULEVARD asnxasHEUDRIVE ON SCUTH CORINEROF HU�1T CLAYCO FOSSIL CREEK EXPANSION LEAM48HOURSPRKIRTOE%CA KNINTHISARE4 FOSSILCREEK GOOLEVARG ANIBUETOFSPNDMELLOH MAKK DALE DESCRIPTHIN ref Pam,,. H FORT WORM WATER DEPARTMEM (81113&92BR CEEN� INE,INCEMEROFAIDRECESSECINLETELE KN A OMI6p15 INRIAL IGSUE '"!' 3400 FOSSIL CREEK BLVD. HZPROIECi 0 ED iRWSPORTAT10NANDPLGLICWORK3 IB171 _,Co OSTJfd¢5 PROGREGGPRINT �YCO HZ ZOLLARS FORT WOR,N.T%,6T1, N 1017 C! �.. ONCOR ELECTRIC I DELIVERY (&K L48On CITY BENCHMARKA4 SOWRE CUT ON NORM OF LIGHT POLE 0�1 � ATMOESIBERGY (N9O1314dOn H EIO>uY DICECENTERLINEIMER9ECRCNPEPNEN ATBTISBC (N1013N-0Rn NORM RIVFASIDE aiIVEB FOSSILCREEN WLLEVAAD. E 8610 EVANS AVE SOO Vl. 71N SIreei, S011e 300 APPROVED BY. JCS CHPRTERCOMMUNNATIDNS (Nx11?a4OOn ELEVATION'.61, 54' NT Pq CHARTE DOOM 9YSTEM Ieml2ausaB 9rFOFt BERI(ELEY,M063134 FatWOM,Texes76102-4728 URBAN FORESTRY PLAN TEXAS ENCAVAipN S73ElYSYSTEMS (NJ013448Rn 0y ypu 314.429.5100 817335 MOD L00.01 z (SI1101GTESs P,� 9 so �. F,B, dBroomCN,,, YAAW,nom-zolla wm 1 I 2 I 3 I 4 I 5 I 6 CODE COMMON NAME CAL DISPOSITION pTV REMARKS PB MAIN LEGEND S BURR GALLERY PEAR 22- REMAIN 1 REMAIN 1 1. SOFT O OMte OAK OOB— �- OM12 BURR OAK 14° REMAIN 1 2,Odo BGFT OMtT RR OAK REMAIN 00 SOFT TREE iOBE REMWEO OM21 BURR OAK 122 1 2.000 SOFT BUR OAK OUR SOUTHERN LIVE 23 REMAIN G�BD� UA1 REE3GBEPREBERVED l GMB SOUTHEK REMAIN GGG BGF r — NO EDBYCD w I III \\ GV6 DO SOFT 1 r I I O`n SOUTHERN LIVE OAK 15' REMAIN 1 2,000 SOFT IN6PECTOR AS DDH I R\\\\ \\�\\\\\\ I ONo SOUTHERN LIVE OAK ,6' 2.0do SOFT D o I � u I ® I I I ���•••••••••••••••••••�••�•� � � � OV9 SOUTHERN LIVE OAK ,e" REMAIN ; 2,000 SOFT j��/� }UAJS Do SG % Ic Y I I GDBG� M7 _ I E i I I I� VA10 MERIC.4N ELM 20- REMAIN 1 2,000 SOFT """" 0 i I IQ I I I I VA19 AMERICAN ELM 20' 2.000 SOFT ��At� NIFILPNTTREE MERI�N EELM LM 10' REMAIN 1 2G. SOS % UAI AMERI T' REMAIN , 2 GFi ®III UATB MERICAN ELM REMAIN T,GHT I (/� ILL. UA90 AMERICAN ELM 10. REMAIN 1 2,000 S uq1 AMERICAN 05O O 3AMEREMIA]1 2O0 NEB20OFi SGFT UA95 AMERICAN ELM 9' REMAIN QHT 1 2.000 SOFT i1I (ITIA I I B — _ _ i VA36 AMERICAN ELM 00 I 2.000 SOFT — I — I NE I NABs 1B• .Bo1 AMERICAN ELM PE/a 10' REMAIN , 2,000 SOFT REMOVE BRADPORo LLENY PEA 25^ REMovE t —� --�— PB `I 1 MBRUIxtlon Mpaxm muM _ —gS— OM BURR OAK CA R t2' REMOVE ; OM14 BURR OAK e' REMOVE r7 ,¢ I I I I ss,'rk..aya, ana mar P<N�nro:nA.tiannliacry �IMmWlwammaaamaxgn Lny x�klPDa, IPDamaaag.e xtl malmabaa WPARR bnaabg xgM.W.wy, maabx, abgNb mra>Ipm, I oM,BUR OAK 1B' REMOVE , Pambm GMlB BURR OAK 17- REMOVE 1 C 4 — III I I I CiAry pamalComact paM pbnne�8t1.39zdf61) I II GMtI BURR OAK 11" EMOVE , C hl — 1 Iplopa11aWIIIy lmpmwmenbaWMeofarxolWtluaemael antl loubtlln anNarlMougM1epemeNll requlreperkbrd mmmlon In amaWnum86bmTeve, PalXsantl WINIW Cotla IIFII_ �OM11 RR OAK 20' REMOVE 1 ODH CM1apmr2fi ('� 0M18 BURR OAK 23' REMOVE I� 2CanaWo on equlprtuntxNol ebgly, mabWle amlega, antl mabxele betln8 my rct000uran Lary pmhlentlMNou[pxorwxMn approvaleom PARD ! 1M11RE o ' I I I I Jpnorro bB�nningvmman Pambnd ooMan pAR0 aI B12pB201W,1oxbtlule angnuW meeby to lmab PARD NiImx,beepMenron, ana xatlantlromnq Prewtle Tlhoun minmum mem II✓ /2 BURR OAK _ I III I 4lxbllhxng elpnX pmpeM line to prab<tpeAMna Fea<InBmremela umll <onbxtlon<ompl<btl III OM20 OAK 24' OVEE 1 B1flddUdlP<I ro emsbnbq a IL ve—ItmiBmron,oregmpmxton moat W PBa1d o� rep—ro AlIPreeonsW<bomm�Wronswbtl<r atnoatlamox Wro PARD. BURR REM u — I t Ji I I I otl1111HI elM1e<ofmx uctlon bxe antl m<egreaM it. 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ERI5• AM R _N ELM ,EM" 1 T`1 UA9 AMERICAN ELM 10' REMOVE 1 SIGNIFICANT TREE a� OMT SCALE 1'=6D A GV5 SOUTHERN LIVE OAK 3B REMAIN T,ODG BGFT A N WARNING cm 9scxnMAxxae,D3 ON so `XSTGG.NER OF "So su NAWwc LOG iEosTae nouM PRIRTOEZCAva3i0BMiHISAPE4T iossKcReex eolilivAao �a:LEasroF NosniliDANEIRGF AR DATE DEscRIPTIDN 0-1 ■^' 1J IuI� CLAYCO FOSSIL CREEK EXPANSION MAN OM16"ID25 INRIAL ISSUE ` L YCO Z Jaoo FOSSM CREEK F3HNSPORTATION ANDEPARTMENT PUBLLIIC WORKS (817) d�0� Bat �ERLINE INCENIER OFAIPRECEssEOINIEi ELEVAigN 05T3YN25 PROGRESS PRINT �VJ L—!l\l HZ xO11 eDek eoxr woarn.rxlb,al nzvawEc G R3 BDi ua ONCJR ELECTRIC I DELIVERY (800)39403n CDVBENGHMA G SOUARE CUT ON NORIII OF UGHT POLE `v1^aVDRAWN BYTNSGTB2AT11 IERGY (BGDI3gae3n MSE 1MIS DE EapossINEIN SECAOABD ExC Gsr.NreozO INRIAL IssuEREspoxsE (800131ae3n AT T, R WMMuxlanox0 ( ) ELEVATION M1 u'DRIF BE40 EVANB AVE 500 W. 71h SIree1, 3une 300El 3G1)—AG BERKELEY,M063134 FGRWoRlb,TeSs7610'2472H URBAN FORESTRY PLAN S6AVAIGN S'AT SYSTEMS (00013ha83n 314.429.5100 8173353000 LOO.02 z (BOo10I—st, Hm� 0 on xo E-T6I Wv2W.CI0yCorp WEn Wd ,hual-2CIIAM 01 1 2 3 1 4 1 D —� ARnRanL -I IN- PDTRI°0PN°wAmNBI - LorzF Ti I up di Q = a" 1 71 1 ;A I �I LOT 1111 IXISTING N cc SINGLE ETORY—oUSE OISLRIBi26? 028 SF OUSE O- - 122202S.F FIFE IMP _ Q U_ 0 IITS=—..) III > BT — 1 pB CA CA pv I, I L5 111 ■ N.— — — 1 ■I_ Lz l I UP CA 6 pB 12 G •I.N.M �' I I fl 1 I I' CA UP kilom/ -- III IyAn. B 5 LAST S BS 2 LA 5 BT C 3P 37 11� I BTDHYBDLDNG __ bI � I I SIN IXISiINBUILOING SING`��SERVILES T � 10 kH H E RY 1 VI IIII II RELYQEAS1EWAlER !i j1I IILFrllllllll IIII IIIII BIT _ a 2 I11 — _ __ — _ _ — — OB qP pv pB pv aT pv cA I \\3 D] J I B S CA 5 CO CA OB DB OB 4 — 11 P PLANTING AND DEVELOPMENT REGULATION (6.3011 PLANT SCHEDULE DIVIDED IN TWO INDUSTRIAL LOTS SYMBOL CODE BOTANICAL I COMMON NAME CAL OTY OTY ARTIFICIAL LOT ARTIFICIAL LOT — TREES "e TOTALAREI T 420.423SF pB pUERCUS BUCKLEVIITE%AS RED OAK 3"CAL B xSTARFA m0N gz:fizp $FF ,0 ,z HIT as ,s zB B REOUIRBO C) - oL.RCus VIRGINIANAI Soum LIVE GAH TCAL 10 -12 HT 19 2 17 TOTALUINDECAPEHACFNETAREA) %111IF S LCH SHRUBS n EVERY K SO FT) iB 115 UP ULMUS PARVIFOLN I LACEBARK ELM 25-CAL 10'-12'HT 30 6 27 AanHCMELmz O-1-IING THEE 2B 20 3 4015z6SF BU6DINGADDITION EF NETAREA 4AS255F SYMBOL CODE BOTANICAL/COMMON NAME SIZE OTY ARTIFICIAL LOT ARTIFICIAL LOT __ PEOUIRED PRWIDED SHRUBS I — PE(4%OFNETAREU 16,14 F S O. BT IS BERBERTHUNBPYGMY ERGII-FILBAM'I RUBY^ JAPANESE BARBERRY SGAL 1S1 10 113 SGALLgJ SCAHRUBS(I EVERY O)SD FT) 329 333 ,1U 7RESES AR SEEN IN THE PLANT SCHEDULE ARE THE REONRED TREE PLANTING FROM THE FORESTRY PLAN + CA CENCHRU3 ALOPECUROIDES HAMELN I HAMELN FOUNTAIN GRASG SEAL OUT 9] 22G IRRIGATION NOTES: S N LANOCAPE CONTRACTOR RESPONSIBLE FCR MODIFYINS .RTING IRRIGATCH SYSTEM WITH AUDInONALOONESTCPROVIDECOVERAGE N tt1ALL NEW LANDSCAPE AREAS WITH TREES, GRASSESAND ROD S; SCALE o- I. A A BN WARNING CBEDNHMRHN6,D30ry 0DH 5rc0RNER0 FL5 SD RAWINGLD iEosTae nouns PRIOTO EZCAVRTIOON INTHSAREAT FOBEICREEK eomivARD m EAST OF SANosniu DANEIROF AR DATE DEscRIPTIDN 0-1 HUI� CLAYCO FOSSIL CREEK EXPANSION MAH Da16nre5 IxmAL lssuE Ci Yco Z 3aoo J[W0RTaeex srw, FTRASPORRTATION ANDEPARTMENT PUBLLIiC WORHE (817) �0o e4<M6nERLIrvEINCENTER OFA1vR5c5ssE0 wLEr ELEVArrox ORSS-5 PROGRESS PRINT L[liv I��OL'eDCeoxrwoarn,rx'I51n nzvaw[c O R3 601 ONOOR ELECTRIC I DELIVERY (sD0)3++a3n CRY BENCHMARK R4 SOUARE CUT ON NORTHOF UGHT POLE v"�^v DRAWN BYTry SG 1B2ATBTIBBCERGY 1800)3a¢a3n BASEl IVERSDE CEFERLILCREEHBECAOARO EXC OSIJDIN25 INRIAL ISSUERESPONSE(BDADH4H3r/ CI T, WMMuxILAnoxs I ) NORTH IV N1 u'DRIF 6E40 EVANB AVE 500 W. 71h SIree, 3uhe 300 SURE (600)2a54645BERKELEY, M063134 FO11 Worlh, T8xes 7610'24RHOVERALL LANDSCAPE PLAN TFXASVA ION $AFENSYSTEMS(00013MA3T1 374.429.6100 8173353000 L01.01 z (SDAIDE-TESS - UP, 0 o........o 1 _.CIOyCorp WTn WWW hLI-2011arsw D A NOTES: 1. PLACE THE RGOT BALL IN THE HOLE SO THE TOP MOST ROOT IS EVEN WNII ORSLIGNTLY(T1ASCNETHELADECAPE GRACE. 2. APTLY WATER AND TAMP SOT. WHILE BACKFILLING, S. LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR SUPPLYING WATER TO WSTALLE PUNT 1. USEYBTAXESFORTREESLESSTIL4N1INCALIPER. ESTANNGMETHOSMAYVARYUPONAPPRONALL MATERML PRIOR TO FINAL ACCEPTANCE. OSCAFEARCIRECT. �M16TED126WGEWRE L ��\\,/`�`��p�//�//��]RY f�DEN XO3E OPLANTING DETAILS (TREES) HOSE(SEEDETALOBOVE) EYO0.R TAPE By, GUY WIRE x x NOTES: p 1. R'SPACNG (0C.7A9NOTED NPlANf PLAN ALL OTNEIGONERISSNALLISE CREATE A x'MA MORE EVEN VBUAPPEA Ce. PLW VL'W �RNIANGIAM SPACING PLANT INS SOIL V-RE AE FEE ft"......H.R.E. ,It TT FIARE IS 1.1- AFTBR PLANTING. SIDES OF HOLE AN- EDIORE-ARPECKETS ! SCALE NTS 30 PLANTING DETAIL (SPACING) SCALE ATS TOP OF ROOT BALL SHALL BE EVEN WITH OR SLIGHTLY (21 ABOVE LANDSCAPE GRADE SAUCER NATIVE SOILAND BACKFILL SHALLBE WATERED AND GENTLY COMPACTED -LEAVE EXISTING SUBGRADE UNDISTURBED TO AVOID SETTLING 2 PLANTING DETAIL (SHRUBS &NATIVE GRASSES)E ry s WARRING THE CONTRACTOR SHVL CONTACT THE FOLLOWING AT LFASTIB HOURS PRIOR TO EXCAVATION IN THIS ARE, FORTWERRIWAM-PARTMENT lenlE9i-0496 TR4NSPERTATIONANDPLBLOWOWGS (Snlas Ou C IDELIVERY (eaol3a 7 ATMOSENERGY (BxlGuaan GTHAATTERCO SSC (BJ013LLBS]] TEYASONE-CALLSOkYIIT 0. SIPF uaan IEMSE%CAVATXIN SIFEttSYSTEMS (aoo1231s8 n (Saa1mCTEss LANDSCAPE NOTES: 1. FOR SITE GRADING AND EROSION CONTROL, SEE CIVIL PLANS. 2. ALLSUBSTTIVTIONSTO BEAPPROVED BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION 3. SHRUBS SHALL BE SPACED AS SHOWN ON PLANT UST. TREES SHALL BE INSTALLED AS SHOWN ON DRAWINGS UNLESS OTHERWISE APPROVED BY THE LANDSCMEPfLCHITECT. WHERE FIELD ADJUSTMENTS SEEM NECESSARY, THE LANDSCAPE ARCHITECT SHALL BE CONTACTED FOR REVIEW. 4. WITHIN A PLANTING BED, A MINIMUM OF ONE RANT PER TYPE SHALL HAVE A DURABLE WATERPROOF LABEL WITH WATER RESISTANT INK LEGIBLE AT TIME OF FINAL INSPECTION. TAGS TO BE REMOVED BY SUBCONTRACTOR WITHIN TWO DAYS OF FINAL INSPECTION. 5. ALL BERMS AND EARTHWORK BY LANDSCAPE SUBCONTRACTOR SHALL HAVE POSITIVE DRAINAGE AFTER LANDSCAPE INSTALLATION. BERMS TO BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO RANTING. B. PUNTING HOLES SHALL BE TWICE THE DIAMETER OF THE ROOT BALL AND THE SAME DEPTH AS THE ROOT BALL. BACKFILL SHALL OCCUPY THE VOIDS SURROUNDING AND ENCOMPASSING THE ROOT BALL. SUCH BACKFILL SHALL BE COMPOSED OF EXISTING SOIL. AND COMPACTED THOROUGHLY AND FIRMLY TO REMOVE AR POCKETSANDVACUOLES. 7. ALL PUNT BEDS SHALL BEV EDGED TO DEFINE BEDS AND GRASSED AREAS, ONE FOOT WIDER THAN THE REACH OF THE MOST ADJACENT SHRUBS. AND MULCHED TOA UNIFORM DEPTH OF 3' WITH SHREDDED HARDWOOD TYPE OF MULCH TO BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. &. ABERMSHALLBECREATEDMOUNDTHEROOTBALLOFEACHSHWBMDTREE TOFORMASVIUCERAREA FOR WATER RETENTION. 9 ALL WORK SHALL BE PERFORMED INA FINISHED AND WORKMANLIKE MANNER TO THE ENTIRE SATISFACTION OF THE OWNERAND IN ACCORDANCE WITH THE BEST RECOGNIZED TRADE PRACTICES. 10. A.L WORK IS SUBJECTTO INSPECTION BY THE OWNER ANDIOI HIS REPRESENTATIVE ATANY TIME DURING THE COURSE OF THE WORK IMPROPERLY EXECUTED WORK ANDCR REJECTED WORK SHALL BE REPLACED IMMEDIATELY. THE OWNFRSHALL NOT BE OBLIGATED TO MAKE PAYMENT FORWORN ANOOi PLANTSOR OTHER MATERIALS WHICH FAIL TO NEET THE REQUIREMENTS OF THE DRAWINGSAND SPECIFICATIONS. 11. ALL TREES AND SHRUSS SHALLBE IN FULL LEAF, FREE OF INSECT AND DISEASE, FREE OF NUTRITIONAL DEFICIENCY. EXHIBIT GOOD COLOR AND CHARACTER AND SIZED AT NO LESS THAN NOTED N THE PLANT LIST ON DRAWINGS. 12. TREES SHALL CONFORM TO STANDARDS AS SET FORTH N THE INTERNATIONAL SOCIETY OF ARSORWLTURE PUBUCATION'Tm&Shrub Tmmp Ml&Tg MIAND'Mnerm SMnBeNe for NUMery SbW OR SIMILAR PUBLICATION. 1& TOPSOIL SHALL BE INDIEENOIl3 TOTHE AREA NATURALLY FERTILE AND OFA LOAMY SAND NATURE WITH GOOD PERCOLATION PROPERTIES. 14. TREE AND SHRUB FERTILIZER TO BE ACOMPIETE COMMERCIAL MIXTURE: w. BB%ORGANIC MIGROFLEAENTS. FERTILIZE AFTER INSTALLATION: 2 LBS1100 SF BED AREAS. I LBJCAUPER INCH OF TREES WITHIN THE TREE DRIPLNE. 5 LANDSCAPE SUBCONTRACTOR'S RESPONSIBILITIES: 1. LANDSCAPE SUBCONTRACTOR SHALL BE RESPONSIBLE FOR INVESTIGATING SOIL AND SUBSURFACE CONDIROUS. 2. LANDSCAPE SUBCONTRACTOR SHALL BE RESPONSIBLE TO VERIFY PLANT OUANTRIES ON PLANT LIST 3. SITE UTILITIES ARE SHOWN ON THE CIVIL PLANS. IT SHALL BE THE SUBCONTRACTORS RESPONSIBILRYTO VERIFY THE LOCATION OF ALL UTILITIES WITHIN THE UNITS OF WORK. ALL DAMAGES MADE TO EASITING UTILITIES BY THE SUBCONTRACTOR SHALL BE THE SOLE RESPONSIBILITY OF THE SUBCONTRACTOR AND SHALL BE REPAIRED AT NO EXPENSE TO THE OWNER. D 4. THELANOSCAPE SUBCONTRACTOR SHALL ADHERE TO THE WRITTEN SPECIFICATIONS AND PLANS FOR All PHASES OF LANDSCAPE INSTALLATION. 5. LANDSCAPE SUBCONTRACTORSHAIL MAINTAIN NEW LANDSCAPE AND MONITOR ALL NECESSARY OPERATIONS UNTIL RNALACCEPTANCE BY THE OWNER. LANDSCAPE SUBCONIRACTORTO REPLACE DEAD OR DISEASED PLANT MATERIALS LANDSCAPE B. SUBCONTRACTOR SHALL GUARANTEE ALL PLANT MATERIALS FOR A PERIOD OF 90 DRYS; ALL TREES FOR ONE YEAR FROM THE DATE OF ACCEPTANCE. 1I'M SIZE OF NURSERY STOCK IRRIGATION SCHEDULE FOR VIGOR IRPoGATIONSCHEDUIEFOR SURVIVAL <21NCH CALIPER DAILY 4WEIXS; EVERYOTHER iWICE WEEKLY-2-S DAYESTABLSHED WEEIQYUNTEIL MONCTEHS 24 INCH CALIPER ,Q H1�: YUTMNfIL MO,%jE FOR31 >/INCH CALKER DAILY ONM;; EVERY MICE WEEKLY FOR45 NOTES ON IRRIGATION: - 4 EMOfi1115 MONTHS 1. DELETE DAILY IRRIGATION WHEN RANTING IN WINTER. IRRIGATION FREQUENCY CAN BE REDUCED SLIGHTLY (EX M TIMES EACH WEEK INSTEAD OF EVERY OTHER DAY) WHEN PLANTING HARDENED -OFF, RELDGROWN TREES THAT WERE ROOT -PRUNED DURING PRODUCTION. ESTABUSHMENT TAKES 3 (HARDINESS ZONES 10.11)T04 (HARDINESS ZONES M) MONTHS PER INCH TRUNK CALIPER 2. IRRIGATION FREQUENCY CAN BE REDUCED SLIGHTLY (EX TO ONCE OR TWICE EACH WEEK) WHEN TING RANHARDENEGOFF, FIELD -GROWN TREES THAT WERE ROOT -PRUNED WRING PRODUCTION, 3. AT EACH IRRIGATION, APPLY25GALLONS PER INCH TRUNK CALIPER TO THE ROOT SALL. APPLYWATERIN A MANNER SO ALL WATER SOAKS INTO THE ROOT BALL. DO NOT WATER IF ROOTBALL ISWETISATURATEDON THE IRRIGATION DAY. 4. TREES TAKE MUCH LONGER TO ESTABLISH THAN 34 MONTHS PER INCH TRUNK CALIPER IRRIGATEIN DROUGHT THE FOLLOWING SUMMER. 0-1 (%�Y V�l cO HUITT CLAYCOF 00M IL REEK EXPANSION ,• FOFOSSIL HH-6137 ZOLLARS RrwoRrx rx TSNTT HZPRN. rvo_ RalRsnal �MWBD Se FmmRe94AeDon No F IH 8640 EVANS AVE NO 63134 334.429.5100 .d.y rp rom � RYHZ 5DO W. AT SIreeL Suite 300 MPRWED11BERKELEY, Fat WON, Texas 761024728 LANDSCAPE DETAILS 817.3353000 L02.01 WWMIRM-aullaue- C B A 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 pondibasin 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. 1 Exhibit "D" Stormwater Structural Maintenance CHECKLIST FREQUENT INSPECTION Mowing Remove Trash and debris Inspect irrigation system operation Remove grass clippings Violations Noted MINOR INSPECTION Condition of Pond Amount of silt in pond Amount of silt in flume Amount of ponded water Amount of wetland vegetation Location of Erosion Percent of vegetation Condition of trash guard Location of Erosion MAJOR INSPECTIONS Condition of Stormwater Quality Structure Type of Stormwater Quality Structure Structure type and Condition Condition of Rip -Rap Condition of filtration REPAIRS REPAIRS DATE NOTES REQUIRED MADE 1 system Berm or Embankment Settlement Location of erosion Evidence of Animals Evidence of Aquatic life Condition of Aeration Foundation FORT WORTH INSPECTION CHECKLIST FOR SIMPLE DETENTION BASIN Facility Name: Basin/Pond Number: Inspected By: Facility Agreement Number: Date: o w,twC _ ortn �_ Stormwater Management Type of Inspection: Annual , Quarterly , Monthly , Routine , or Storm Event , (# days since event ) Basin Conditions: 1. Is there standing water or wet spots? 2. Does sides or bottom show signs of erosion, settling, cracking, etc? 3. Does dam or emergency spillway show signs of erosion, settling, cracking, or other problems? 4. Is there evidence of animal burrowing in dam? 5. Is there evidence of changes in shape or volume of basin? 6. Do vegetated areas need mowing? 7. Are there trees or woody growth in dam? 8. Are there areas that need to be re -vegetated? 9. Is there any accumulation of silt, trash, debris or litter in the basin? 10. Are there any other basin maintenance activities needed? Structural Components: 1. Are pipes, channels, trash racks, etc. free of obstructions? 2. Are pipes, spillway or trash racks in need of repair? 3. Is the low flow or trickle channel in need of repair? 4. Is the outfall channel in need of repair? 5. Are there any other structural maintenance activities needed? Plan for correcting deficiencies: Yes No _ Comments Yes_ No _ Comments Yes No _ Comments Yes No _ Comments Yes_ No _ Comments Yes_ No _ Comments Yes No _ Comments Yes_ No _ Comments Yes No _ Comments Yes_ No _ Comments Yes_ No _ Comments Yes_ No _ Comments Yes No _ Comments Yes_ No _ Comments Yes No Comments Signature: Owner's Representative Form CFW-6 Date: City of Fort Worth Stormwater Criteria Manual 160