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HomeMy WebLinkAboutContract 63222Date Received: 5/6/2025 Time Received: 4 : 29 p.m. Permit No.: SWFMA-24-0122 City Secretary No.: 63222 STORMWATER FACILITY MAINTENANCE AGREEMENT THIS AGREEMENT, made and entered into this 7th day of May 2025, by and between CI Fort Worth LLC. a Delaware limited liability company, acting by and through Robert M. Jackson, Executive Vice President, General Counsel & Secretary, 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 tract of land situated in the B. Thomas Survey, Abstract No. 1497, City of Fort Worth, Tarrant County, Texas according to the deed recorded in Document No. D223225593, Official Public Records, Tarrant County, Texas, hereinafter called the "Property"; WHEREAS, the Landowner is proceeding to build on and develop the Property according to the Site Plan/Subdivision Plan known as Cyrus One DFW 7 hereinafter called the "Plan", which are expressly made a part hereof, as approved or to be approved by the City and the Landowner provides for management of storm water within the confines of the Property; and; WHEREAS, the City and the Landowner, and their successors and assigns, agree that the health, safety and welfare of the residents of the City of Fort Worth, Texas require that on -site Stormwater Management Facilities be constructed and maintained on a portion of the Property; and WHEREAS, the City requires that on -site Stormwater Management Facilities ("Facility") as shown on the Plan detailed in the Design Specifications be constructed and OFFICIAL RECORD STORMWATER FACILITY MAINTENANCE AGREEMENT CITY SECRETARY Rev. 03/01/2022 BN FT. WORTH, TX 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 ("Design Specifications"), 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 as set forth in Exhibit "D" hereto. The Stormwater Structural Control Maintenance Checklists, attached to this Agreement as Exhibit "D", are to be used to establish what good working condition is acceptable to the City. 2. The Landowner, and 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 in accordance with Section 1. The inspection shall cover the entire Facility, berms, outlet structure, pond areas, access roads, etc. Components of the Facility, which need maintenance or replacement to perform their design function, shall be noted in the inspection report along with the corrective actions to be taken. 3. The Landowner, and its successors and assigns, hereby grant permission to the City, its authorized agents and employees, to enter upon the Facility Property STORMWATER FACILITY MAINTENANCE AGREEMENT 2 Rev. 03/01/2022 BN 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, and 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, or 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, and its successors and assigns. It is expressly understood and agreed that the City is under no obligation to routinely maintain, or repair said Facility, and in no event shall this Agreement be construed to impose any such obligation on the City; such obligation is Landowner's. 5. The Landowner, its successors and assigns, will perform the work necessary to keep the Facility in good working order as appropriate. In the event the City pursuant to this Agreement, performs work of any nature, or expends any funds in performance of said work for labor, use of equipment, supplies, materials, and the like, the Landowner, its successors and assigns, shall reimburse the City upon demand, within thirty (30) days of receipt thereof for all actual costs incurred by the City hereunder. In the event that Landowner or its successors or assigns fail to pay the City for the costs incurred under this section, the City shall impress a lien for the costs of such work upon other lots owned by the Landowner. Such lien shall be perfected by filing in the office of the County Clerk of Tarrant County, Texas an affidavit identifying the property to be charged with such lien, stating the amount thereof, and making reference to this Agreement. 6. This Agreement imposes no liability of any kind whatsoever on the City. THE LANDOWNER AGREES TO HOLD THE CITY HARMLESS FROM ANY LIABILITY IN THE EVENT THE FACILITY FAILS TO OPERATE PROPERLY. LANDOWNER COVENANTS AND AGREES STORMWATER FACILITY MAINTENANCE AGREEMENT 3 Rev. 03/01/2022 BN 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. NOTWITHSTANDING THE FOREGOING, IN NO EVENT DOES THE ABOVE INDEMNITY EXTEND TO ANY CLAIM, LIABILITY, COST, EXPENSE, LOSS, OR CAUSE OF ACTION WHICH ARISES FROM GROSS NEGLIGENCE OR WILLFUL MISCONDUCT OF THE CITY OF FORT WORTH, ITS AGENTS, SERVANTS AND EMPLOYEES. 7. Landowner covenants and agrees that no habitable building shall be erected within the boundaries of the Facility 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, which shall have a finished floor at an elevation less than two feet above the maximum depth of water in the detention pond which would occur during a 100-year frequency flood, shall be erected on the above property abutting such boundaries of the Facility Property in which the Facility is located. 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 5th day of May CITY OF TORT WORTH Jesica McEachern Assistant City Manager City of Port Worth Date: 05/05/2025 Approved as to Form and Legality: &Ize Matthew Murray Senior City Assistant Attorney City Attorney's Office Date: 04/25/2025 pO� FORT��O l.o ATTEST: Jannette S. Goodall City Secretary Date: 05/05/2025 STORMWATER FACILITY MAINTENANCE AGREEMENT Rev. 03/01/2022 BN 2025. LANDOWNER C orL Worth LLC D laware invited liability company Icy: Rober M. Jackson Its: Executive Vice President, General Counsel & Secretary Date: Ar d Z4 ws Contract Compliance Manages! By signing, I acknowledge that I am the person responsible for the monitoring and administration of this contract, including ensuring all performance and reporting re uue RiceC Nlemck Kandice Merrick (Apr 25, 2025 14:44 CDT) Kandice Merrick Planning Manager Date: 04/25/2025 OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX STATE OF TEXAS § COUNTY OF TARRANT This instrument was acknowledged before mMay 5th 2025e on by Jesica Eachern, Assistant City Manager of the City of Fort Worth, on behalf of the City of Fort WOl'tll. o�Par ara KATREEN BRADFORD Notary Public ®+. STATE OF TEXAS Notary I.D. 12197197 "FOF My Comm. Exp. Apr. 12, 2027 . . . . . . . . . . . . . . LANDOWNER STATE OF TEXAS § COUNTY OF DALLAS § Notary Public, State of Texas BEFORE ME, the undersigned authority, a Notary Public in and for the State of 7UAS , on this day personalty appeared &bei rA . Jac-k wi (name), E/P, Owincalcynsed 4 S(Cre-}-twN (title), known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he/she executed the same for the purposes and consideration therein expressed, as the act and deed of C I Fort Worth LLC (entity), a Delaware limited liability company (entity type) and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this z y day of A prl I , 20 2,5 / Notary Public, State of Texas 9ZOZ '6 1 >tdV 0000'�" sajidx3 UOISSIwt� D �A a NICHOLE A WILLIAMS 9Z0EE1•ZEll! 01tiN Natary ID a132433026 51YVI 1lIM V 3lOH (N My Commission Expires April9, 2028 / ' i it • A STORMWATER FAC)CITY MAINTENANCE AGREEMENT 7 Rev. 03/01/2022 BN EXHIBIT "A" LEGAL DESCRIPTION STORMWATER FACILITY MAINTENANCE AGREEMENT Rev. 03/01/2022 BN EXHIBIT "A" 5.505 ACRE DRAINAGE EASEMENT BEING a tract of land situated in the B. Thomas Survey, Abstract Number 1497, City of Fort Worth, Tarrant County, Texas, being a portion of that tract of land described by deed to C 1 Fort Worth, LLC, recorded in Instrument Number D224135445, County Records, Tarrant County, Texas, and being more particularly described by metes and bounds as follows: COMMENCING at an "X" cut, found at the southwest corner of said C 1 Fort Worth tract and the northwest corner of that tract of land described by deed to C 1 Fort Worth, LLC, recorded in Instrument Number D223225593, being in the east line of the remainder of that tract of land described by deed to Stone Creek Business Park, LLC, recorded in Instrument Number D216260788 and the south line of the 80 foot public access easement recorded in Instrument Number D220031582, all of said County Records; THENCE N 19055' 14"E, at 40.00 feet, passing a PK nail, found near the centerline of said public access easement, in all a total distance of 80.17 feet, with said east line of said remainder tract and the west line of said C1 Fort Worth tract (D224135445); THENCE N 65003'55"E, 803.71 feet, with said common line, to the POINT OF BEGINNING; THENCE N 65003'55"E, 64.78 feet, continuing with said common line, from which a PK nail, found in said common line bears N 65°03'55"E, 305.34 feet; THENCE S 00006'58"W, 25.29 feet, departing said east line; THENCE over and across said C1 Fort Worth tract (D224135445), the following courses and distances: S 31049'03"W, 38.06 feet; S 00006'58"W, 190.90 feet; N 66031'02"E, 348.42 feet; N 00006'58"E, 117.56 feet; N 31035'07"W, 36.64 feet; N 00006'58"E, 6.68 feet; N 87033'06"E, 58.57 feet; S 00006'58"W, 9.30 feet; S 31 °49' 03 "W, 36.64 feet; Job No. COR23001 / R0047984.01 Fort Worth, Tarrant County, Texas January 29, 2025 G:\JOB\COR23001_PROJECT_BOOM\2_SRVY\ESMTS\LEGALS\COR23001_EA12.DOCX Pagel of 3 S 00°06'58"W, 106.73 feet; N 61 °41' 16"E, 100.43 feet, to the beginning of a curve to the right; With said curve to the right, an arc distance of 236.92 feet, through a central angle of 118°02'14", having a radius of 115.00 feet, the long chord which bears S 59"17'37"E, 197.19 feet; S 00° 16'30"E, 16.62 feet; S 89°43'30"W, 10.00 feet; S 00°16'30"E, 112.14 feet, to the beginning of a curve to the right; With said curve to the right, an arc distance of 39.27 feet, through a central angle of 90°00'00", having a radius of 25.00 feet, the long chord which bears S 44°43'30"W, 35.36 feet; S 89°43'30"W, 325.00 feet, to the beginning of a curve to the left; With said curve to the left, an arc distance of 23.56 feet, through a central angle of 90°00'00", having a radius of 15.00 feet, the long chord which bears S 44°43'30"W, 21.21 feet; S 00°16'30"E, 166.29 feet; N 89°52'49"W, 641.59 feet; N 00.07' 11 "E, 161.60 feet; N 80°04'39"E, 403.11 feet; N 00°06'58"E, 198.83 feet; THENCE N 31035'07"W, 35.55 feet, to the Point of Beginning and containing 239,798 square feet or 5.505 acres of land more or less. "Integral parts of this document" 1. Description (2 Pages) 2. Exhibit Job No. COR23001 / R0047984.01 Fort Worth, Tarrant County, Texas January 29, 2025 G:\JOB\COR23001_PROJECT_BOOM\2_SRVY\ESMTS\LEGALS\COR23001_EA12.DOCX Page 2 of 3 NO. DELTA RADIUS LENGTH BEARING DIST. C1 90000'00" 25.00' 39.27' S44043'30"W 35.36' C2 90° 00'00" 15.00' 23.56' S44° 43'30"W 21.21' 0 200 400 ii / N87° 33' 06"E E � —— — �—� N65° 03' 55 E PKNFJj , GRAPHIC SCALE IN FEET 64.78 03'S5, 58 • 57 "Integral parts of this document" N6 3�53L4 1. Description (2 Pages) point o i" �� E—L5 2. Exhibit `L � LJT L6 (Beginning 500° 06' 58 "W /� 25.29' L2 L7 7X Stone Creek Business Park, LLC (remainder) ���W L 1 Inst.* D216260788 3�1- ' 0� S00° 06' S8 "W ' C.R.T.C.T. S0,: �035 �' N61 ° 41 16 E IRF l Point Of / Commencing N3 •5 „�- CA 19>Crou- \AP' ��� 100.43' E0° 0 63ro 31pS00°16'30"E N9NgAB' 112- 14' C1 w 4' 39 "E C2 N80°0 " S89043'30"W A03.11 5.505 325.00' Acres S00016' 30"E 166.29' N89052'49"W 641.59' \ eo' \ C1 Fort Worth, LLC Inst.• D224135445 \ ` ��2po,gQO�ss \ \ C.R. T.C. T. C1 Fort Worth LLC Inst.* D223225593 \ \, SU�\j C.R.T.C.T. \ , ''Preliminary, this document shall not be recorded for any purpose and shall not be used or viewed or relied upon as a final survey document'' 22 TAC 138.33e Todd A. Bridges, RPLS 4940 Date: 1/29/2025 Basis of Bearing is the Texas Coordinate System North Central Zone 4202,NAD 83. IRF = Iron Rod Found PKNF = PK Nail Found I 0= 118002' 14" R= 115.00' L= 236.92' I,Ch. = S59017' 37 "E I 197.19' S00°16'30"E —16.62' S89043'30"W 10. 00, -o J � a)U00 O J M N O U N U N O N N -o o C� 6 * U o= N U U ENO. BEARING DIST. L1 S310 49'03"W 38.06' L2 N00° 06'58"E 117.56' L3 N310 35'07"W 36.64' Exhibit "A" L4 N00° 06'58"E 6.68' L5 S00° 06'58"W 9.30' 5.505 Acre Drainage Easement L6 S310 49'03"W 36.64' L7 S00° 06'58"W 106.73' Situoled in the Benjomin Thomos Survey, Abstroct Number 1497, City of Fort Worth, Torront County, Texos. N a�JJ o F N Q N 0 0 M N 0-1 U m 0 TBPELS - LS FIRM REG. NO. 10074301 Copyright 2025 Westwood Professional Services, Inc. ag QN MATCH LINE \V W — ----------------------------------------- - --------------------- -------------- SITE j T CIE. —11— -x VICINITY MAP e. 0 100 200 300 ITS GRAPHIC SCALE IN FEET nt N R T C T CountyR--, T nt 0 —7` 1 63475 — R- — — --- ----- GI,l-F—Fy 4 — I... T—I E-14 A—. ------- --- Ch,.h.lD, Storage Land BIGWIG, LLC. T.t.- D224054268 R.T.C.T. 3 4,1',R,;,l 00 CAR FLOO-41I Foll yW W Ah LLC 23.34' 489' 3116"W 23 34' POCOt Of 31 '7112 �'C --------- G Beginning B C Cl - A 36 50'50" L' B? Il?' LC: 71-1823-E Nl 3160 Cl Fort W.,th LLC T.t- D223225593 CRTCT 4 p Block 2 - 1—COB, — — — — — — — — — — — — — — — — — — — — — — — — -- 3G'l —1 0 L — — — — — — — I : 111 "' — — — — — — — — — — — — — — — — — — io ow L -1412-E 41D GO' C G"." A FC- N621— W ----------------------------- ------------------- — ------------------------- NEG ---------- -- ------------------- ------ — - --___ ------ ME .—B.H G,G 1 BIG �H,E W.H—LRI,T,.,.,k-y ---------------------------------------------------------------------------------------------------------- T 2 ------------- ) -------------------- -------- -------- -------- S89- 44'15 -W 1734 2E' �z: 0 G 'apt xF FRTCn. T ­T111—ION emu. E5 6FOTXEXlMXXDX0XXXX, REGISTERED PROFESSION& LMG SURVEYOR OF THE STATE DIREA&IT E — lHOWHEYIERIGI -171-ETE I BE E I 11 WWllUlN ARD 11BORVION 11 FllMll.11l4.MD T11 11 CIINI L ED E Ey SIDE, OR N G GNG 6ND THE DESGMGED`E`RE0`PER7�Y N'ED R 1"DERT 71 2 0.... Ow— G—I­ A nnal Plat of "N"xx.T.x CYRURONE D LED L.) S11111GR Ch,-ID, —,­ L.Od -I LLG. C F- W-1, LLC 9—T MUCH S7pR`AT SS`- XXX 7 IEU N NO X 1495 CTny- Blvd. S�,t� 218 G/D Cy— One LLC 2850 N HF,...d St ... t 4, 2 —1 22 138 33e B..II CO. 80302 2850 N St—t 11I11.221,1,BB, .H.t. 2 T. _ H.H. -Bll-BlDE Stone Creek Business Park D- D.11— T—G 75201 EBB SU.—d .. the B��Fi...�,Thlh-,,.,S,.,,Cyo,:,It,,T.!.N.1-11I 14EI, Cty°rt T y 2 SIECTS OF THIS DOCUMENT FILED IN INSTRUMENT NUMBER -------------- —E ------- D— f P-p U.n y 2024 C7 HIT 1... .... .. D F" CYR23001 / R0047984 P.I.I JOB No. COR23001 t ,m ti !•�_ N89°42'34"E 300.00'. T81438.228"W cnra F ary U `� cxrtr. � Block 42 % 4 „ y r _0 ____________________._._._._._._._.___--------------------------- MATCH LINE "' N° CYR23001 / R0047984 E E a n o u m 4 Z- 0_ 0 ►U A Final Plat of SHEET Stone Creek Business Park 2 sRuateE in \be Ben ` T as survey. Abstract Number 1497, uty or F- Werm, T__ e... fy. TI— E 2 s Date of Prep. al Febr ry 2024 87 814 Acres Pelot- Job No. COR23001 EXHIBIT "B" DESIGN PLAN AND SPECIFICATIONS STORMWATER FACILITY MAINTENANCE AGREEMENT Rev. 03/01/2022 BN GRAPHIC SCALE IN FEET Nol 1/ e[ vu�5s[M[xF w r/rRI oL AL RR A REA= OLIANWT NR.I.PEI1 a F- -1E ao, Pu , =� w�zF a o RaaL ovLA�os oot, RE /' J - - _\-_ a R[ (cM) cWinN—NLINE o ouuM[ui sc Fllo `�nlx ZONE l / / - - - v* —e,i [ SixcuFil[R1 [iiva� ox ou oi- LE r,x r REFER �<,sI- a oaa. ,L000PL.IN LINT OFF RER FIRM, <N Moog IN a - ,� =:;MEx �; of Ox VEAR '00.1 ax.,a., —ON REFER DIIAIL I' A,ERxA, �oNaNE OR :NE NO PE - - - �--- REFER — ;_Ix ELE aow .G� a oR. =NLL,Na,a .z. f EER D,7,NL 2� NIL i�pR n a EN. FE L I or,.IL,3 oN, a =NEEr�r� RN NNE =�E.�rz�; - 9" I �— Y o aTopx�Aa� T^'-� - r ,.( _ �—� 4/ • / CHET T. 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Sev ! to 9os, N 5x y OVERALL GRADING PLAN 99rrDFW 77 CAMPUS LOY BLOCK 1, C1 ADDITION CITY OF FORTH WORTH, TARRANT COUNTY, TEXAS CTLN GBA/NOR 20N 15-,50' T FlLE Clo PX-0047884.OICRAD.DAO I \ MATCH LINE — — -- = ----- --- 15 GRAPHIC SCALE IN FEET 71 4AT6 1-1 E,Aar \. — — A -- -- LL °E,AIL� �.oAl oWNo °"BASIN m �sLooE LA 5,6 ' � uET . w = /I ` v a EaTMm E°"� cAP sc \ `\ \.\ofwRR `FA° �ae s oN �,�.� \ou. �\ _ r \ sn I ova 1\\�A — _GEFLEI—N \ \ I \ \ \ 1 11TIT IlAll 8 FAo\e i \\il / - - NAUE \ C C PaoPosT too-rR E—PLAw LINI,s I /SN NOT NEEDED ONsc o zooaPL�' Lj I�x NEEDED -_ �Z REwn. e 2 \, I KEY MAP °\ SCALE. 1"=500OF I \ G�Xf�T(T. µLE GfR 4 1320/3 o o g�° \ I RF 4/N'dT`— EAL .I.. Ac, N%`E E —Al °LNERA� NOTES FNMA \ coo \\ s°GENCH M K L"T ZONETE •x r� \ \ \ \ \\ I � ITPELS. ENGINEERING FIRM NO. 11756 ,a P PELs 6DRVE�7�D NG FIRM NO ,DD, ----------- -- 7_,� o \\ NO DAM RroN SUIT E a L d I MR,R,Rs, ,�R Z —I a t "��4 GRADING PLAN /Ra'rr%ALL OE,A�L 11 e I DFW 7 '9 ooCYRUS ONE FW CAMPUS x0oo� -- „------------ ----- ag nc c 7e3 ooF -- --I-_-_ S oa—----------- — -- --- ��j'-- -- — — — — — — — — — — — —t�—�w�—lu—•.i----�a�----LY---+0. OE ' LOT 1, BLOCK 1, Cl ADDITION CITY OF FORTH WORTH, TARRANT COUNTY TEXAS MATCH LINE / _- _*� aaw gALpaDITADR.wN GATE :DALE * �,Lf NG. xNz "' l --\ io[wALxs ,m. °[iuLs uuS FOR sn[[, cxti I C1L C9RMDR 2°25 t'� v�.S I / — * o msj� � ; o GRAPHIC SCALE IN FEET \ � I \ a \� � I „ ME— V.LxE xvmr \\ \\ Ib .n \ LE LINE KIT &TIELE=ol—A"IN voN ° - o DN .✓XT °1 1— —DE NREAl IR FL000PNA L Elxl 1 / /,o, / .NOT NEEDED \ NOT °EGE W FE LLJOI\ I2 I zonlE Z� D - -rw 3 g' o IA MIT Das- :T0 ° °°P _ �'I/� 1. "'/ _ - KEY MAP I\ \ oPLA °aA NE PE Fin Iu°su SCALE. 1"=500' (Ev °TxERs) SE A \ _ — — r_ . � }'T RA aEa a o F °.xsEALEU E ,E.>E \ IPoa EENEHEETX.OEs "°Ere TM y— — — s GENGN M Rx LIST GI NEER.ND IRA°TIE ACT C, mxEIRS) / _ TBPELS. ENGINEERING FIRM NO. 11756 TBPELS SURVEYING FIRM NO 100-1 STER °ETAIL / _-_---- WR ELEV s wccr wt �4 Y °x �� " SUITE l nn o aso i wood n RETAIL M;M o;�T,� y n 4 S„1 �EET°7., GRADING PLAN ('REFS 1EE.3. Dili 7 U ' ROP. OON°. PRO �" Y CAMPUS p aAxIIEL REPER cxnuui �a°e"Fi'aRo°uL sNEL c7z �� J - °ETAIL ,s sxEE, c7: off RN 000 z muc nLOT EL RE,TR °ETAIL f� 1a TFETc7z r FW s LO 1, BL CK 1, C1 ADDITION MA - CITY OF FORTH WORTH, TARRANT COUNTY, TEXAS — — y—H-- --- ---_— -- �r—T-------- �— — — — — m _ oEsro oRaXw BATE 6GA� E MG. MATCH LINE /a7g O a - - d I.. �r �!.�� I CRX CBR/XOR 2025 1'� C2.8 cBRO° BRBi / / MATCH LINE D 5 3D , — — ND GRAPHIC SCALE IN FEETo / E RDooPL U.' ,, �/ I L"v oL vuv[ `bxvmr ... L"T o; PaCERo, aB w ACHE2G K0 "M€u. =E, E „xE i 1 t7 see:. ou J� oicoxEo�EXIT v ------ ll P— x —POSED iW OF —i FTRB lV-0u ssb Or p'elag00 v ry IlAll ozzB1,5 _ _POPosEOB� FoW0* LTB —a ---- --- xY T T u» Ioo-YR I—PL x x�,s I sxPs, �:`.,I / pes z8B) I Bsi ® ix�Ni NGT NEEDED P 4 5 B sE— DEIAIEET ILA arr i.--�—„ KEY MAP SCALE. 1"=500' I01 / ,9 Ir J � 0 O � aiLoijnulNa wni[R ' vn1T GXET T. LE GfR . y / I. (' R r,To ozsB,za,TBa, EB" / TMTM3 roPs A ERAT N.TE5 11 I&°SENCN u R LIST -IrvBBR- °R>Ci�I A�T xBER TME ,E„>= / ----- /P TBPELE. ENGINEERING FIRM NO. 11756 TBPELS SURVEYING FIRM NO 10074301 SxL ` �• O R IT aE»RAM OADSUITE ,�° , z R ;p a GRADING PLAN O O 9%D�FW 77 U s zONEAx FEMCAMPUS LO BLOCK 1, C1 ADDITION p --- CITY OF FORTH WORTH, TARRANT COUNTY, TEXAS — — — --- — -------- ------------ — -- --�i OEw D-- OATS I SOAK I SOTES ME MO. MATCH INEAN �_ 1 k C X CBR XDR 2025 Z.C�.9 DRAINAC� AREA TABLE E AREAAID AREA Tc (acres) C (min) I, 0, Is Os 1— O,s° (In/Nr) (cfs) (In/Kr) (cis) (In/I,r) (cfs) COMMENTS , 0 0 ;a;� R oP.l = a Pa.P .° Sl N6 ,o ,° ,P o ;:1 s 6,1:,.11N=P.PROP._ N o .SEIDA ,oar oa.11N=',o PRaP . o 1z� s FL°0°FLAN s," P CAIN o ;e4� =°RF.�P A1.11. DA 10 a,6�RAl Ill °°° ,0 4°, °W 5,4 „< es4 II °RAIN=,°FR°P._INLET SlDlm=_„_°°,,, FORE P.. 0 °,�= De..°E AREA D'AINA. _. °r —A°°I,cN.L �.�°.,,°° aE°A6°IN6 el °6AI—E— °E1E111°N. 5 u5' Y- INLET ONE SIDE OPEN AREA = 0.5' X 5' = 2.5 sf OPEN AREA ® 4 SIDES 10 SF A= 10 sr 0 = 32.2 ft/s� 1.14' 0=CA(2 ) 0 = NO 6)(10) 0 = 51.5 cis 4 z4' Y- INLET ONE SIDE OPEN AREA = 0.5' X 4' = 2 sf OPEN AREA ® 4 SIDES = 8 EF A=6 Al = 32 2 it/sE F=O.)5' D=cA 0 SDA cfs 3'x3' Y- INLET ONE SIDE OPEN AREA- 05' X 3' = 15 sf OPEN AREA ® 4 SIDES = 6 EF C=. A606 si 9 = 322 ft/s' = 0 ". a=cA 0 (0.6)(6)\(2+32.2+O.J5) 0 250 crs t�OP E `9 CHET T. LEDGE RS 22012 //C8,gE0 i B30N f Al T- Westwood I oAo6DITE,4� z ry,�k o 52 H PROPOSED DRAINAGE AREA MAP fly 9DFW 77 CAMPUS LOiy xtglfl l ADD T ON CITY OF FORTH WORTH, TARRANT COUNTY, TEXAS DjATE ECALS CRH CBA/HDR 2025 15=,00' TPK-004 9640,OAMC;•i BoxoE xAx�" xo £� c IPROJECT LOCATIONI � I D P b TARRANT COUNTY MAPSCO 33A VICINITY MAP (NOT TO SCALE) C EP�E�E 22.4z °o,'/-E a FORF�ExERALrxa°Es E"s�"-x .x,�,�cE.� _ETMET_ eExc" a ax LT - Westwood aM °°°s°TE �° 2 o Las rx r,= � y OVERALL STORM SEWER PLAN 9rDFW 77 AMPUS LOiyTBLOCK 1, C�ADDITION CITY OF FORTH WORTH, TARRANT COUNTY, TEXAS C1LN canM�R ,s-,so r nrE C;.0 --V MATCH LINE -4- -A LINE 'Il- PI-ALL. LINEIR DIRD SIR LINI.�TTZI: M' -11, "It, WIRR IARA�P� (11 PLAT) I I N_ 'T SENNIN E.E.- L ETA" S/ I a.B N- DIIARL A I I . L 2� INLET -1 I'Ll ETOE P, - A' I ELI�,TAC4,1,OTAI, 'P. P DETA(L.5) III-PANYTA" - - - -- - - -- - -- - R JI EL RE-11 I (I)) IL PNI P.-E. C) F L HE Sl I I AT N ED / DIN A. DID R-AT E -777 STA 1 56 31 L NE"ST A "W"T 'A- 'W" ", _2� THR.AT III 'I.DICN I. IL 1-777 DID () EL RI i") ITA 1:RE.. 1 1 E7 IIA 11-C LINE 1,4 HITALL 'R-112 -1 Z"SEND RERC INLET RPV 'IT-11" IL 1. FCC-17D I DD THECA11. . L ETAL IT IRA .1-1 L.F 11A LINE PIR- _ALL ETATA.111 1. LINE -IA (E I LL 'N IT I. .41- IL ISET (11 Bro IR. Al EIRS. 0740 ETj1. L. IR .1-1 ALL RNI N - LAID" N F"' " , ARAIN DR.. ND . LATIN EAE I. A. LINE '-A' I S-111 I ISE DRAIN D D I R, _D� IT A 11 L"L ERP` IN TALL \x// A 1111 11 IL KI- NNE) P1.1 I I HERALE (A,.�DEEIE EA..- LAT LINE 'I T T-i' 'I A: Dl.x ETA S+'D. " ::T-IS THE N1DT AT.. TALL 'IN. �/��RT-I' 1 PLEIR CLINE 0/ MH RDNRNFRE ARRAN ET I D A I 'A _E H.NII.E.ELD PL I T 4 4 -1122D 11 PC 00 SENN,)) 4 1 : 114.01 LL )E) ITA 21 ELD-0 17 CE IN I LINE - 1) PI IRII 1. AM ALDL DAIGN A.. -;3RDXSXS IFlR11/V Z"NET W2 ORM IF PC RI- HIII. III 1= ;A1,SERAN, NCR%, MIT rL - "-E (I) El 4+111D THI IL - -I.D. 0II) INA 1 01 LINE -11 R.R.RDT ltl IL I I V IM-771 F'S.) I. I+;.' LINE 'Ell/ KP'-. 12 �-20 IEE III IE I S -11RIO INDR. I., 11 IS I. S- 1II LINE I L-A LINE NE_ WIN El KI R�X A� I ' I ' E I Il 1 24- 1IR-7--V11""' I I 7'X A NLE_ ED �S`AL'L4`.D'UN"EE:Sl - I U.E) IT 1 14 111) ". IsT"BiF°BBn.B6(F� D.IT1 -0 LINEIT-G II LINE 'I A RTDIRDN11- "'A" IN1- El ITI-N. INLET 1-40- NMM-75 26IB EN.(AR �DDESED11- IR A 1-2 03 IL 1-77111 �MC....... (NMI ST _ DID UN' IL �l 1-1 7'ED NET IIA LEE LINE LAID. CASIN '0 '_NCDj.E SET. ` I'll IT "I 'N'�TiAlf N 'R. FINRI AIIN� JE' C, _' I I. a.IF I r -77E.. C) IL 1S- (E) ENA 1+1117 111 DIDDIC LINE --k ENA LI "NSTALIL". ITA 7TREB9'6 NE- INI.L., I E- DR. _ NN - T- ITA 1-S2 TIME 'ET 1". 42'XlE' NNN -21 SEND A '4� XA 8- 52�HDNZ SEND PC 1-12'X2 -`� N I -AT) SAN INULT /I ". (E) '--7' 111 WHINETE "RON IL R- RED FLII 6 If IFINDS, 24-11 (IN IT 11"174"11( -71 IT 14-711SC I �'TA-J=� LZ I' I IIA 1sro+1144 LINE ETiAX LL �2`FAZ` ' " E" C N 4,4 Y�ENET W/S 1'-4�2�' 1 HIRI 11 1 1 `R,4� 4X4. R" ll IN, ANRC� L El (E) I I I - EL I "IN, �IJRIAD 101111) 'p. IT IT 1 -11111 GE) 12 _' 0 1. IS EEA OR. IIIN I AT 1-11 IN ll e.17 - LNE- P_ N Do STA I� SLID LINE T DR. I. LINE 'AT PLI 4 *X1 0I NETALL PC PC 12- 12 (1 LL I ALI IL 1-7741 'a '72 1 R T: "RE"HIL IL - 0.71 GERN 1 -71 E4 NE) ass . (IN ETA - -A L NN , . , P, N-00 IN. IRCRE TALLAk T.1L* "A"' - 111 1111 TNEI NEI El I'L l �() NNIN D.-IS U') -RNGA.R' TO'N -v SEWER IN R"'SDE SIA 1+97 99 E-- 11.1 E. SESEI- I I. IN -E- N- 4� 1 DRAIN 0 10 LN il TA TINEE•I DE DRA4 N DRA4 N DRA4 N DRA4 NETALL El I'Ll IR FN - - - - - - - - - - - - - - - -- -- - - - - - - SEL 'PRIN MATCH LINE -El � IDRI SEND 'L 12' 71 (11) E -77S ED ( IN S TIP SH 1-17LIED (E) I I I W;IlIll ll� ID ED GRAPHIC SCALE IN FEET EIEI I PS- PLUE '4 111F.I.TAIIIAND _E ETE I. - 1- NA- Mo FIRE .1REANT Nae . DUE TRA PC T'A6, A AT I E L HT FLAG PRILF T'AFF' I_ 1/1-INIH RIN ROB DURRII . IN FENI =LEFl LI:E UNIERL- ELE1111 LINE UNDERARRINFI RELIPT001 L14E UNDDANNRUN, CAELE UNE -- DERIN-I SAFER LINE -A'.- -DEP-D EANNARI PENER LHE - 11-El IT.. LINE TI TIP DF INLET NOT NEEDED NOT NEEDED -LET 2 3 I'D- KEYMAP SCALE 1-500' IF CHET T. LEUGERE 12- RE SEA L APPEA R NN 'IT I DOC AI A A ACE, " ' l- 11 DPET I ED 11 DPET I L11­ P I IN 01/31,2025 SEALE IN j'R,E ER EET NN" 0,11AN, T, R, N, T, R, -IR TD RE -IR TD RE -IR TD RE '0 -IR TD RE EL; OENERAL NOTED E N I= T�°Il INCIN TME TE-I BENON MARC LIST I _ I TEPELS ENGINEERING FIRM NO. 11756 TOPEPS SURVEYING FIRM NO IOG-1 ..V DATE wosroN od DAL ISSI RAMBLER ROAD SUITE CAI, I — ED" STORM SEWER PLAN DFW 7 JY� V. CAMPUS LOYTBLOCK I I I ADDITION CITY OF FORTH WORTH, TARRANT COUNTY, TEXAS 7 JZA/"HD=:5 1 Z-w• 1 ""E" I "' I C4.5 PK-OD47984 USTIRM DWG LGREPHIC SCALE IN FEOET 90 .nVK r%p=Eas EOBEE �R x nN E:'LEINE1MI° o.E IE—s°oea, LRE ER HIRE SEE OR -----� -- TI TOR 01H.T ss% ' 1 � I r NOT NEEDED W I W TEMA .- % /T�l ��� N QU z zonE A' / I -- w(SEa` R RL IS IS) s/�� � vR°v FOR Rv �E -r NOT �EEGEG�— \ \ III I EPT °1-21-IOR -// ��'/ 1 =g iaYISEP2RNssEMIN SCALE// I KEYMAP K\ \ o° ` °z FLF^zy «° 11 1TR \ °°°`1a. PLAN - - PRTP _ \ \ TPERS) S� / to — -- EF122042 - / . \ \o\ - / ss S'EX u SANITAR. / \ / / d / RE, RLAE uw, / — n 1 SRN° N ,NIs °°E F6iNi 4' //_ I TE DLRTMLTE.EL o101T Ipz I FOR .ENREALTN.TEs EN°INFER _R ,T°E , E / � DENGH M RN LIST / BY OTHERES 011111LINE _,_ STA TEPELS. ENGINEERING FIRM NO. 11756 1 �''---------- R° a°E MN°.ALLSLPER =L-- TOPELS SDRVEYUNG FIRM NO ,DD»D, OIL Imp I I o°,N, + Im I I NIL REFER DETAIL , °r z ° sroN I a� RaMM E DAD SUITE, r �° Z �WOOd��� y Iry�k 1= I STORM SEWER PLAN ETAIL35RELT I DFW7 Y CAMPUS iC I9plrN� I CITY OF � BM OC K ARRANT COUNTYY,, TEXAS ---- — y N m are scale r nLe No. / — MATCH LINE — — — -- — Mw xrvz I I 1 v `I J - - CTLN cBs7H R 20Z5 "'CE YQ.8 c3. OTME�B1 ------�--------------� I / I 77 ^ 83'0.T55' E 1 11].87 ------------- 1 /-------J / /MATCH LINE $ — — — — —f — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — � I o it I I %I I I x IS, sE, .T) '----_ REFER D-11 ,3 SHEET CS llo.IL 3. =MBETIII r I I I I I I I 9 ® F MA s o ( 1 --------------- MATCH LINE G90 RAPHIC SCALE IN FEEEET To OL VA- A1.1 T yae i%ir rva �iaoK vXFONIE x NOT NEEDED o_ NOT NEEDED NOT NEEDED, \ 1 2 3 NOT NEEDED KEY MAP SCALE 1-500' OF -��- 12 s,�vk'E'R E a )Dx . 11 `N,sT No DS.12 ) 1 R cENERA�'NOTEs oiTMS OE D� — TE— oo o I&°DENCN u K LIST [uDIN[[RwD oR,cnc[ ncT I ❑ o � I o0 Do 'I I I I` O O O O TBPELS. ENGINEERING FIRM NO. 11756 1 TRPEITS SDR—ND FIRM ND IOG 1 I o� Do I ii I- sroN a" ROAD SUITE ,� 'e z wood � aM,>z;B3, STORM SEWER PLAN OO OO D F W7 U YR CAMPUS f 99rrFW LO 7, BLOCK 1, C1 ADDITION — — — � — I CITY OF FORTH WORTH, TARRANT COUNTY, TEXAS — — — Dssao3e5SE CRM G9RMDR 1,., C4.9 I I I I 1 �I �II � �I �I i% I 00 Do Ix :sN- o „B3, 795 7K 780�¢ 775 1 765 i 76. r 755 75. i 74 i 74� I —0+25 0+00 ry R fly 1+00 2+00 PROFILE: ST-5 CDETENTION SECTION NOT TO SCALE 795 78V 780� 775: 770 r-- 76 i J 760 s' 75,1 750 743i 740 - —0+25 0+00 1+00 2+00 PROFILE: ST-6 s ODETENTION SECTION NOT TO SCALE ag _.m a W,,_ 3+00 4+00 Imm 795 Peop� nETE� III F",'1 1 790 m11 as-ss TIS, 785 780 //tt AUPOFEExsERRG%IlITLnsTRucTury[ I.— I A15 775 I'll a<P Rnaw . aE Oxs aEGi 11LGI AT.N "'I fR0%TOP GIAM 30' ELEVAnOry Ik) T 0 770 M/s lxvEn [l E.._TEnlAL mATF VAIxvENi fi61.00 w 34 E 2 765 " I OS 5 9 I WEIR I rev lip r I I'M GPE+� mAaSHAPE PRa IN m.m aWh.N 760 RECT fLOwuxE ElEv lhl TERIT of •GILfa) er RARPEL$ _ _.______WaxlenElM1_Llh S00A 755 W OTx----- xPGOxP REEG WFIRG�ILU��p�al GC x 750 xAPE Ma1113 301"' wI H( GMM '_MDI lhl Ih) v�H 745 xxoTx GNEIhI L EmereenwF�edi eEoaM lhl i40 4+50 OUTFALLHITRIEER—NTLETSTRULTMRE REIC PE I— onlm R ; GIA MEN ­FT`. U/S INVEai EIEV Faox rOv [iE�vnnoN lnl n5o ER If*1 11 oxm 0/R IxvERTEUv .00 00.5 ,"Elx " EmERGEx WEIR ��``� PNfMRYOPENRIG Ex 1 RECT EwwLI LEV IPo TEe IIDTI EEca GaA EET fa ELer Eul EI0 xlhl iGxTlhl 1 5 Ilt'NREIor eLznarea eme�¢�w weReemis. 780 775 secaxoaRv aPEulu 770 Rx_mw IyrLIII�\,I IIT - seraxoaav orexlxc 765 sEcorvwnEcoxoARv o NINu 750 755 750 745 740 3+00 3+_5 EOTTOM I�oxofL-TE>.w / /// / EEw ,are eEya' EH FRouTFACE � � xnOMRIxERRxx.>s.00 , �' CPOND RISER BOX NOT TO SCALE A. GRAPHIC SCALE IN FEET NERTICAL SCALE IN FEET UN.>rvRx .. '1 [ii[iv_tY vTw vo L a B. ER..N TNNT NArn VIEW "A -A" ^A `11 sR0 VIEW'13-B" GPO EREERER EMERGENCY OVERFLOW TRAPEZOIDAL WEIR DETAIL (NOT To OCILE) O WEIR DETAIL Al F orvdhU IIHBIE/A.if6d6rrF 1MALSILISCE 6EfiNlbx I u � x Plm xxx mm xo�o RAOE scm EI s. x 4.sT Es P I I TRm Em TsnoP nms Lossu LP sssL uP I i I TBPELS. ENGINEERING FIRM NO. 11756 TBPELS SURV NG FIRM NO 10074301 estwood IR Grox ROAD �° z 4E OF iF Sy n S-- R]s 9091 j DETENTION CALCULATIONS CRET T. LEUSERS U e�u"s D F W 7 �a SEAL E LOiyTBLOCKV. t fADD T ON ov P z ° E:EARNI ERA I CITY OF FORTH WORTH, TARRANT COUNTY, TEXAS ENGNEFI INNINEERIN, PA EE N ER TME -AA GRAn GR , = FlEE C14 PR OD4798401STRM NWGE M1. 4' 4. GRAPHIC SCALE IN FEET VERTICAL SCALE IN FEET 795 795 790 790 783 I 785 780 wo-7n soeu ..��lM \ / lW�f �r..•naa `. M-76a 75 770 no 763 I 765 760 760 75: I 755 —0+25 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 PROFILE: SECTION 3 CDETENTION SECTION 795 795 CHET -.T R ,ram 790 GXET T. LE GfR PgspX 78- 785 E / 780 EF I &OBENCH MAARU T11 ue xecwuc vSAcnce ncT rvons cre TMc rei 775 775 76� ■! _- _= 770 765 760 760 TBPELS. ENGINEERING FIRM NO. 11756 TBPELS SURVEYING FIRM NO 100]4301 753 9+00 10+00 11+00 755 11+75 D _ srox RaR�9 PROFILE: SECTION 3 ROAD SUITE 1400 i ODETENTION SECTION eDArerM.Iacd , DETTION CALCULATIONS DFW 77 CAMPUS YY I.Off lifi l ADDITION CITY OF FORTH WORTH, TARRANT COUNTY, TEXAS i FlLf — C9A,.- `: ,•-J1Y 2025 Y:1•-4' C4.15 k 9 Gg D oFhliuixc a 1) Val=Lw, C-086 (HIGH TURBULENCE) X. —A Ib/cf Ks =155 Ib/0 G=32 2 k/e' Dso Uj1 2) Tw Do=DIAMETE R ORWIDTHOF STORM DRAIN (ft) 0-0RM DRAIN DISCHARGE (Aft) —TAILWATER DEPTH ABOVE DRAIN INVERT (R) C=0.02 FOR HORIZONTAL BLANKET BESULT. DIN=1 Lsv=D4.) LSF-K111 111111 —DIAMETER OR WIDTH OF STORM DRAIN (ft) O-STORM DRAIN DISCHARGE BESIiLIfi LSP=,{f BOI VF Fn IaMUS 1 SlSFTYf MI4'14�.(IF Jb1` %M1i' S9. DKfENeuluR nxauAllMu I.eL 1) 6 D, __ 9.W v.7 __ 24-vw 2 2GC) 441056 z =4x V ,flmp. C=O.86 (HIGH TURBULENCE) X-52.4 Ib/cf xs =1ss Ib/cf G=322 ft/s' RFSIII TS r 2)G.- �OD /n DRAIN (ft) Q=STORM DRAIN DISCHARGE (cfs)M -TAIL DEPTH ABOVE DRAIN INVERT (ft) HORIZONTAL ­002 FOR 0 rFs f� 3) Lsr-Do 11 71cDo)yz1+e I Lsr- LL]� 1 STORM DRAIN (ft) p ETTORM DRAIN DISCHARGE RESULTS sr. DRY —NF RIP-RAP-FLIFICATIONS N -ARl- THE FOLLOWING SPECIFICATIONS AND GRADATIONS ARE IN MUMS TO BEFILEDOUSOEDgRR CONSTRUCTION RIP -RAP DRY STONE 2. ALL STONES SHALL HAVE A MINIMUM UNIT WEIGHT OF 155 lb/cf. QUARRY DATA SHEETS FOR RIP -RAP TO BE APPROVED PRIOR TO INSTALLATION3 STONES SHALL BE PLACED IN A SINGLE LAYER WITH CLOSED JOINTS. THE UPRIGHT AXIS OF THE STONES SHALL BE NEARLY PERPENDICULAR TO THE EMBANKMENT SLOPE THE COURSES SHALL BE PLACED FROM THE STONES BEING PLACEDNIN THE LOWERCOURSES. OPENR JOINTS SHALL BE FILLED WITH SPALLS STONES THAT PROJECT MORE THAN THE ALLOWABLE AMOUNT IN THE FINISHED WORK SHALL BE REPLACED, EMBEDDED DEEPER. OR CHIPPED 4 RP TRAP PALL BE STOCKPILED AND APPROVED PRIOR TO NOTE. 1 EQUATON 1 CAME FROM THE US ARMY ENGINEERS WATERWAYS EXPERIMENT STATION, GE. HYDRAULIC DESIGN CRITERIA, SHEET 712-1, 1970 IT ON TURBULENCFOR DESIGNS CALCULATIONS. WAS UDLI U 2 EQUATION 2 CAME FROM THE US ARMY ENGINEERS WATERWAYS EXPERIMENT STATION, GE. HYDRAULIC DESIGN CRITERIA, HYDRAULIC DESIGN CHART 3 EQUATION 3 CAME FROM THE US ARMY ENGINEERS WATERWAYS EXPERIMENT STATION, GE, HYDRAULIC DESIGN CRITERIA, HYDRAULIC DESIGN CHART 722-5, 1970 RIP -RAP GRADATIONS 12' THICKNESS OF RIP -RAP SIEVE SIZE PERCENT SQUARE MESH PASSING 15 INCH 100 12 INCH 70 - 100 S INCH 45 - IS 6 INCH 3 INCH 10 - 30 1-1/2 INCH 0 - 10 BEDDING GRADATIONS 6BEDDING 0F SIEVE SIZE PERCENT SQUARE MESH PASSING 3 INCH 100 1-1/2 INCH 55 - 100 3/4 INCH 25 - 60 3/8 INCH 5 - 30 No. 4 0 10 SLOPING HEADWALL QW/ RIP -RAP AT FREE DISCHARGE NOT TO SCALE MiTONF RIP -RAP SPFCIFICATIONi A, GRAnING 1'H WNG SPECIFICATIONS AND GRADATIONS ARE MINIMUMS TO BE USED IN CONSTRUCTION. 1 USE FILED OR QUARRY DRY STONE RIP -RAP 2 ALL S/c ,E SHALL HAW A QUARRY DATA SHEETSFORU ORRIP NITRAHO 155 PTOBE APPROVED PRIOR TO INSTALLATION. 3 STONES SHALL BE PLACED IN A SINGLE LAYER WITH CLOSED JOINTS THE UPRIGHT AXIS OF THE STONES SHALL BESLOPE. THE COURSESRSHALLCBEAPLACEDHFROM THEMENT BOTTOM OF THE EMBAPLACEDNKMENTTHE UPWARLOWERDLY, WITH LARGER JO IN T S S SHALL BE FILLED STO'EN WI TH SPALLS, " STONES THATOPE THE FINISHED WORKPR"E'T MORE SHALTHANL REPLACED,ALLOWABLE AMOUNTEMBEDDED NDEEPER, OR CHIPPED. 4 RIP RAP SHALL BE STOCKPILED AND APPROVED PRIOR TO INSTALLAHON EQUATOR 1 CAME FROM THE US ARMY ENGINEERS WATERDESIGNWCRITERIA, SHEET 712-1. AYS EXPE WENT STATION, 1970. HIGH HYDRAULIC TURBULENCE FACTOR OFNC-0.86 WAS UTILIZED FOR2 EQUATION 2 CAME FROM THE US ARMY ENGINEERS WATERDESIGNWCRITERIA, HYDRAULIC DESIGN AYS EXPERIMENT STALON, ECHART AULC 722-5, 1970 3. EQUATION 3 CAME FROM THE US ARMY ENGINEERS WATERWAYS EXPERIMENT STATION,CEC HYDRAULIC DESIGN RCRIITEERIA, HYDRAUIC DESIGN HART 722_5 RIP-RAP GRADATIONS 12' THICKNESS OF RIP -RAP SIEVE SIZE PERCENT SQUAREMESH 15 INCH 100 12 INCH 7C - 100 8 INCH 45 - 75 6 INCH 30 - 55 3 INCH 10 - 30 1-1/2 INCH 0 - 10 BEDDING GRADATIONS 6" THICKNESS OF BEDDING SIEVE SIZE PERCENT SQUARE MESH 1-1/2 INCH 55 - 100 3/4 INCH 25 - 60 3/B INCH s - 30 No 4 O- 10 SLOPING HEADWALL CW/ RIP —RAP AT FREE DISCHARGE NOT TO SCALE A i 6 MIN W/ 6"x6" 86 W �1 E IRE MESH THICK CLASS "C" 36DO PSI �TaRM JJR •,• TOEWALL `WELL GRADED ROCK RIP -RAP SECTION A —A BREAK CDBOX PIPE REINFORCEMENT MAY VARIES EXTEND PAST BREAKLINE RIPRAP FIELD BENT I NO NC P PE� SECTION B—B i n 4" THICK, CLASS 'C' 3600 PSI 1 CONCRETE W/ 6%S' /6 WIRE MESH —$TERM �RA4� TOEWALL12- WELL GRADED ROCK RIP -RAP SECTION A —A 3' R (APPRO%.) PIPE REINFORCEMENT MAY VAR ES EA ND TES E IA FIELD ,REAKIN 3 IN TO HE RIPRAP BREAKMLINE corvc PIP SECTION B—B REFER PROPOSED To RIP RAP GRADATION TABLE P LRAPA(Do 0 612') SFY 0 PROPOSED BEDDING ° U� g REFER To BEDDING GRADATION TABLE ���/�< �EX i�;i^' CEO -SYNTHETIC FILTER FABRIC, NON WOVEN NEEDLE GROUND ANCHOR PER MANCHED UFACTURER'S OZ/SYCOMMENDATION RIP —RAP SECTION MANUFAc RERs RECOMMENDATIONS. IONS PRO OSED RIP -RAP REFER TO RIP RAP ILL IIADID RICK ON ON TABLE R D alb I ►= •��•••►' • �i • •�. RANATRJN TABLE VIP-VAP•L CXET T. LEUGERB ^yl Y12012 SUN E V/5t/zATH'Toz Westwood lad RADSUITEI�N z ry -> 11 0 STORM DETAILS FWw7 AYf�Y pfDB�OR C�AMPUS 1, ADDITION CITY OF FORTH WORTH, TARRANT COUNTY, TEXAS 7G9A/XDR 2 NTS T FlLE C4.16 sQLYE EounnDNs , UBE TIE Ls OF TIE Tt0 N 1J Dw= OF�uIUF ltstenp14t11J «i c-� 2G(x O56 1 1 1 la,7ifP. C=0 BE (HIGH TURBULENCE) Kw=62 4 ID/cf Ks =1 Z5 Ib/cf =32ft/s' BESSlLIS Dsa=yyi 2) Q � Dso=Tw Bo —DIAMETER OR WIDTH OF STORM DRAIN (N) Q=STORM DRAIN DISCHARGE (Cis) Tw=TAILWATFR DEPTH ABOVE BRAIN INVERT (ft) C=0.02 FOR HORIZONTAL BLANKET BESIlLIS sc=6Q,1' Lsv=DO I1.J\� o)�I+BJ LSP=u"llllll Uo-DIAMETER OR WIDTH OF STORM DRAIN (TO O-STORM DRAIN DISCHARGE -giUATONS FOR OM HeQLeIxcER aF nIc rwD m 1I DETERNINE GRAD 1) Xw� aF _ 62� rAe Val-Lo'. Kw=(HIGH TURBULENCE) e6 Ib/cf �s =155 Ib/cf G=32,2 R/s? 2) T fQ 1.n G. Do=DIAMETER OR WIDTH OF STORM DRAIN (it) Q-STORM DRAIN DISCHARGE (af ) Tw=TAILWATER DEPTH ABOVE DRAIN INVERT (ft) C=0 02 FOR HORIZONTAL BLANKET Dso U,yz 3) jj \1 j L—E I,11 7 (D )sue/+B Lsv='n 1 D.-DIAMETER OR WIDTH OF STORM DRAIN (ft) Q=STORM DRAIN DISCHARGE « 21: DRY STONF RIP -RAP SPFCIFICATIONS & GRADING THE MINIMUMS TON BESUSEDIIN CONSTRUCTION 1ATTINI All GRADATIONS ARE 1 USE FILED OR QUARRY DRY STONE RIP -RAP 2 155 Ib/d UARRY DATAHAVE SHEETIS FORURIP-RAPHTO BE APPROVED PRIOR TO INSTALLATION 3 STONES SHALL BE PLACED IN A SINGLE LAYER WITH CLOSEDJONNTS THE UPRIGHT AXIS OFTHE SHALL BE EARLY PERPENDICULAR TO THE EMBANKMENT SLOPE THE COURSES SHALL BE PLACED FROM THE BOTTOM OF THE EMBANKMENT UPWARDLY, WITH LARGER STONES BEING PLACED IN THE LOWER COURSES. OPEN JOINTS SHALL BE FILLED WITH SPALLS STONES THAT THE FINISHED WORK SHAL'ANL BE REPALLLACED. EMBEDDED DEEPER, OR CHI RED R P RAPSH 4 TO INSTALLAALL TION.. STOCKPILED AND APPROVED PRIOR NOTE. 1 EQUATION 1 CAME FROMWATERWAYS EXPERIMENT STATION' Cl, HYDRAULIC DESIGN CRITERIA, SHEET 712-1, 970 HIGH FOR DESIGN CALCULATONSOI-O 6 WAS UTILIZED 2 EQUATION 2 CAME FROM THE US ARMY ENGINEERS WATERWAYS EXPERIMENT STATION, CE, HYDRAULIC DESIGN CRITERIA, HYDRAULIC DESIGN CHART 3. EQUATION 3 CAME FROM THE US ARMY ENGINEERS IMENT STATION DESIGN CRITERIATERWAYS • HYDRAULIC DESIGNS CHARTHYDRAULIC 722-5, 1970. RIP -RAP GRADATIONS 12" TH OF RIICKRNAEP55 SIEVE SIZE PERCENT SQUARE MESH PASSING 15 INCH 100 12 CH 70 100 e INCH 45- 75 6 INCH 30 - 55 3 INCH 10 - 30 1-1/2 INCH 0 - 10 BEDDING GRADATIONS 6" THICKNESS OF BEDDING SIEVE SIZE PERCENT SQUARE MESH PASSING 3 INCH 100 1-1/2 INCH 55 - 100 3/4 INCH 25 - 60 3/8 INCH 5 - 30 NP.4 0-10 SLOPING HEADWALL OW/ RIP -RAP AT FREE DISCHARGE NOT TO SCALE RV STONE RIP -RAP SPECIFICATIONS & GRADING HE FOLLOWING SPECIFICATIONS AND GRADATIONS ARE MINIMUMS TO BE USED IN CONSTRUCTION USE FILED OR QUARRY DRY STONE RIP -RAP 2. ALL STONES SHALL HAVE A MINIMUM UNIT WEIGHT OF 155 Ib0%f QUARRY DATA SHEETS FOR RIP -RAP TO BE APPR3. STONES SHALL BE PD HE OR TOLACED INAA USINGLE LAYER WITH CLOSED JOINTS THE UPRIGHT AXIS OF THE STONES SHALL BE NEARLY PERPENDICULAR TO THE EVE ANKMENI SLOPE COURSES SHALL BE PLACEDTHE BOTTOMTHE OF THE EMBANKMENT UPWARDLY,FROM WITH LARGER STONERE JOINTSS SHALL BE FILLEDNWITH SPALLS. THE LOWER,STONES THATN PROJECT MORE THAN THE ALLOWABLE AMOUNT IN THE FINISHED WORK SHALL BE REPLACED, EMBEDDED DEEPER. OR 1HPED 4. RIP RAPPSHALL BE STOCKPILED AND APPROVED PRIOR TO INSTALLATION NOTE 1. EQUATION 1 CAME FROM THE US ARMY ENGINEERS WATERWAYS EXPERIMENT STATION, GE, HYDRAULIC BIG HIGH TURBULENCES FACTOR• OF CZO.B61WA5 UTILIZEU FOR DESIGN CALCULATIONS 2. EQUATOR 2 CAME FROM THE US ARMY ENGINEERS WATERWAYS EXPERIMENT STATION, GE, HYDRAULIC DZZ_GS CETERA,90 1HYDRAULIC DESIGN HART EQUATION 3 CAME FROM THE US ARMY ENGNEERE WATERWAYS EXPERIMENT STATION, GE, HYDRAULIC DESIGN CRITERIA, HYDRAULIC DESIGN CHART GRADATION TABLES D50.3.75-S' SELECT B' RIP -RAP, B OZ/SY FILTER FABRIC DSMS'-N' SELECT 1Y RIP -RAP, 10 OZ/SY FILTH FABRIC D5 9'-1S SELECT le RIP -RAP, 10 OZ/SY FILTER FABRIC DS 15'-20' SELECT W RIP -RAP, 12 OZ/SY FILTER FABRIC D 20'-25.5 SELECT 30' RIP -RAP, 12 OZ/SY FILTH FABRIC D 25.5'-30' SELECT 35' RIP -RAP, 15 OZ/SY FILTH FABRIC 42_�w FLAW �nl VARIES] WELL GRADED ROCK RIP -RAP VARIES 2 PLAN VIEW MIN 4" THICK, CLASS "C" 3600 PSI 1 c E W/ 6"X 6" 06 WIRE MESH r —STORM 11RAIN .m TOEwaL �' �wEu GRADED ROCK RIP -RAP 12" SECTION A -A (APP CON, -BEAK E PE MIN RPTEND IHEILD REAK LINE VARIES IELT BENT INTO MIN RAp SECTION B-B =STE�D RIP -RAP P RAP WELL GRADED ROCK z GRADATION TABLE sry�.PROPOSES BEDDING EXISTING GROuND PUNCHED (X OE/GY). ANCHOR HER MANUFACTURER'S RECOMMENDATIONS. II O\ SLOPING HEADWALL �W/ RIP -RAP AT FREE DISCHARGE NOT TO SCALE PLAN VIEW PROPOSED RIP -RAP REFER TO RIP RAP WELL GRADED ROCK GRADATION TABLE RIP -RAP (Sm &W") O C O boo G -V PROPOSED BEDDING RE FEE TO -- __ BEDDING GRADATION TABLE -SYNTHETIC FILTER FABRIC, NON WOVEN NEEDLE `EXISTING GROUND PUNCHED (1B OZ/EO ANCHOR PER MANUEA—RER'S RECOMMENDATIONS RIP -RAP SECTION A} J 4" THICK, CLASS "C" 3600 PSI �1 CONCRETE W/ SW /6 WIRE MESH —TORN CRAW — TOEWALL 12 WELL GRADED ROCK RIP -RAP SECTION A -A (APPROX.) PIPE REINFORCEMENT MAY EXTEND PACT BREAK LINE 3 MI RAND BE IPRAP FIELD BENT INTO BREAK LN�Eqy�-�,fj CON,. PIPESECn ON B-B E OF CXET T. LEUGERB ^yl 122012 SUN E 0�11/5t/zoz Westwood IaM 3oADBDITE,4� z 11A6, T%i52 y CH STORM DETAILS f�Y pfDIEWw7 AMPUS LdY1, B�OC CJADD T ON CITY OF FORTH WORTH, TARRANT COUNTY, TEXAS CTLW GBA/MDR ' ENS T FILE C4.17 9 ag of 4000 PSI CONCRETE FIRE LANE A No BUMPETER AREAS AT 28 DAYS NO 3BABRpSON 1IF �SHp00 P51 COHERE E PAR LNG A AS AND DRIVE K AREAS AT 38DAT5 RE I�Li////AJ SCARIFY AND COMPACT SUBGRADEJ BETWEEN 94% AND 98% MAX. DRY DENSITY (STD. PROCTOR) AT A MOISTURE T = e DUMPSTER AREAS CONTENT BETWEEN 0% AND — ABOVE N4gL EY"ATED OPTIMUM LIME ITAISHIE R LIMEDRY UN WEIGHT) I FOR FURTHER INFORMATION CONCRETE PAVEMENT SECTION NOT TO SCALE nl FIRE LANE - NO VANKINO EINL LANE - NO rARKIN HIKL LANE - N(I PANKINIi] 150SPACING (TYP) GENERA A STRIPING TO BE DONE IN ACCORDANCE WiH CITY STANDARDS A. PAINT. NOTF� 1. STRIPE SHALL BE SIX (6) INCHES WIDE PAINTED WITH AN EXTERIOR ACRYLIC LATE% PAINT R EQUAL. 2 LETTERS COLOR LBE EFEE RA(4)C INCHES PAINTED3WITH AN EXTERIOR ADR COLOR IIHILPBIE�TRAFHG WHITE" GLIDDEN NO 363245 OR EQUAL H APPLICATION: II 1. STRIPE MAY BE BRUSHED ORLETTERS SHALL BE STENCIL E SPRAYEDORMED,C,RONE COAT TO FINISH APPLIES AND PACED AS IDEBLFIDON THIS SHEET FIRELANE STRIPING NOT TO SCALE VERTCAL SAW CUE JOINT SEALA- 1/e' 1/4_MIN, ` MA%. JOINT SPACING N CTRSB BOTH WAYS II" C-C EACH WAY - READ SEALANT (EZ-7 OR APPROVED EQUAL) Rt UN ED JOINT SEALANTP T00S 1/4'" RADIUS OR SAWEDV, w Alm \\\llllll i DOWEL NO. 3 BARS ON EXIST CONE I PROP. CONE 9" CNTRS. INTO EXIST PAVEMENT ECURE WITHSEPDXY - READY -MIXED COLD -APPLIED JOINT SEALANT (EZ-) OR APPROVED EQUAL) OSAWED DUMMY JOINT NOT TO SCALE ,lw CONCRETE FAIR - REFER NO 3 BARS ON 12" TO PAVEMENT SECTION CTRS BOTH WAYS LAMENT PAVEMENT PROP. CONE. PVMT 16 NOTE PAVEMENT BARS TO BE BENT DOWN INTO HEADER PAVEMENT O BE MC nNQLI HIG STREET HEADER BE MONOLITHIC NOT TO SCALE ACCESSIBLE SIGNAGE (NITALIE I' ll UP CURB N YP ACAS BE BRUSHED, SCONCRETE ACCORDANCE WFFH THE SURFACE MEETING SECTION 406 OF DEPARTMENT OF LICENSING &X TO THE TE%AS ACCESSIBILITY REGULATION (TDLR) ARCHITECTURAL STANDARDS (TAS) E OUT BARRIERS ADMINISTRATIVE RULES /,I{F CURBS PER 68104(a)(3) & 68104(b) ,,,,, b /I 6" GONE. 11' MIN, MN CURB7 a CONCRETE:/ I HANI � r -COWCRETEU - Do NC. WALK ATJ o('IA CARH1 DP iII TOPlk CURB K PROVIDE CURB R MP. JN (TYP) 2% MAXIMUM SLID E IN ALL DIRECTI NS _ "9' MIN. "11' MIN. MIN. -S' MIN. AN PAINT 1IERNATIONAL S BOL OF ACCESSIBILITY TYP) DIMENSIONS MAY VARY \\V\\V N e REFER TO DIMENSIONAL P LNG CONTROL PLAN q' PAINTED FOR VAN ACCESSIBLE SPACE, SiRIPEb (TYP) PR VIUE UNNACNGIAREA ON 1 MA%IMSUM RUNNING SLOPE FOR ALL PATHS IS 5%, AS"VANACCESSIBLE SPACE' EN FlVE LFEET CFROM IHEPDODR N OR So AN. ON HE S2A 2%SLpFDRHE IRS SIGNAGE MUST BE MAINTAINED. PE (MAX) "NO PARKING" LETTERING TO COMPLY WITH 2 WIGNAGE AND MARKINGS TO BE IN ACCORDANCE iEXIS DEPARTMENT OF LICENSING & ITH FEDERAL STALE AND LOCAL REGULATIONS REGULATION (TDLR) ARCHITECTURAL BARRIERS 3.CPAIN TOLOR MARKING COLOR i0 CONTRAST PAVING ADMINISTRATIVE RULES PER 68 'C+.(c)(2J 900 ACCESSIBLE PARKING 11 & TWO-WAY CURB RAMP NOT TO SCALE (PRIVATE ONLY) PAVEMENT 03 CONNECTION NOT TO SCALE m 1rIPNSN AL UC PROPOSEDy ' JOINT R TN PAVEMENT -rrr PROPOSED GROUNB - EAYSnNG REFER PA EMENPLAT ED BAR NSIDEES 2 SECTION OCURB W/WALL NOT TO SCALE OMOUNTABLE CURB NoT TO SCALE BRUSHED SLIP CONCRETE SURFACE GMEETING SECTION 406 OF THE TE%AS ACCESSIBILITY STANDARDS (TAS) CONCRETE THICKNESS FADE-OUT AND REINFORCEMENT TO ANDCRB� CURBS MATCH PROPOSED WALK 6 GUIV' Y 1 1TAX - u �,zROPE OVIDE LANDING AT yI IS 3 MIN. ALL DIRECTIONS. 12 SINGLE CURB RAMP NOT TO SCALE (PRIVATE ONLY) JOINT SEALANT WITH EXPANSION BROOM FINISH UNLESS OTHER MATERIAL CURB AORABUILDINGA WIDTH VARIES - SEE FINISH OR FLCOLOR1 ON AIS NOTED RCHITEC RAL V CLASS 'A' OR LANDSCAPE PLANS FINISHED GRADE 3000 PSI CONE TU mTi \\\L/CC CARE AT 12" BOTH WAY } 1 COMPACTED SUBGRApE TO 95% STANDARD PROCTOR PROVIDE BITUMINOUS PROVIDE TOOLED JOINTS AT SPACING MATERIAL WHERE WALKABUTSEXPANSION EQUAL TO WIDTH PROVIDE REDWOOD EXISTING IMPROVEMENTS AND EXPANSION JOINTS AT SS' SPACING AT ALL CHANGES IN GRADE UNLESS "TEDON ARCHITECTURAL OR DIFF LANDSCERENTLYAPE PLANS CONCRETE WALK PRIVATE 5 E NOT TO SCALE MRECYCLE IN MUM TMI/2' ROCK W/ NOFINESUI 1 3/B' RADIUS �.( 31 3ABAUTTE 1 R�o BARS o AY O.C. BOTH WAYS GEOTEXPLE FABRIC OUS �R SCARIFY AND ON DENSITY (STD NPROCTOR)PAT A MOSTUUREJ O PACTE ' DPRMDM LIME LIME=DR, UNIT WFI ° � LR INFDRNATIDN T F.R� SUBGRADEID GHT) CINTEGRAL CURB 1O GRAVEL SECTION NOT TO SCALE NOT TO SCALE HMAC, T%DOT ITEM 340, TYPE BETWEEN D" FINE -GRADED SURFACE TACK A ASPHALT& CONCRETE COURSE HMAC THE TYPE V SURFACES TACK COAT CONC. PVMT. W/ &3 BARS ON IB' 1� NTERS1EACH WAY ;� RFLOW CHANNEL 241, TYPE FEESSEEA�AA , GRADE 1- J SCARIFY AND COMPACT SUBGRADEJ PROPOSED 4"0VE TT (SN TOR) AT D CONTENT BETWEEN 0% AND +4% IABOVE C3 BARSNAT 24 COMPACT OPTIMUM LIME ZE (B% HT)IRATE CNOOTH WAYS SUBGRADE ST LIME DRY UNIT WEIGHT) NOTE PROVIDE BITUMINOUS EXPANSION MATERIAL WHERE PILOT CHANNEL ABUTS PROPOSED STRUCTURE ASPHALT/CONCRETE 13 TRANSITION PILOT CHANNEL 74 NOT TO SCALE NOT TO SCALE ietPE� CHET T. UEBGERS eee N i OiUTM3* I Ll ND ER 111E iEx FNcTEPEES. ENGINEERING FIRM NO. 11756 TBPEIS SURVEYING FIRM NO 10-1 .-v L SroN C aao 2 I-- Ia uoMT=, �y PAVING DETAILS YYCAMPUS DFW 77 LOffff lift l ADDITION CITY OF FORTH WORTH, TARRANT COUNTY, TEXAS 7CBAM � N.T.S ACRES FlLE J2 01 cnP ILL URBAN POPE5TPY PLAN PHASE ONE v Sul, fora norm' UFC24-0206 Any rev s o ust be cd and approved prior to ommen nglcont nu ng development activities. ::FOR PRELIMINARY PRICING PURPOSYTTvn_ auo °s�EµOTMs PLgxs nx° ,n[ .. Westwood R I ep� ROAD RE1 �° z UFC24-0206� 7# mm m Approved UFP1-Only Plan OVERALL URBAN FORESTRY PLAN PHASE ONE i NOT ACCEPTABLE TO OBTAIN BUILDING PERMITS DFW 7 CYRUS ONE FW CAMPUS APPROVED LOT 4, BLOCK 2, C1 ADDITION By Caleb Oloon of 1:Npm, Nov 12, 20N CITY OF FORTH WORTH, TARRANT COUNTY, TEXAS TRPELS ENGINEERING FIRM NOn i 1'R A�oGN OgaW OOCTE SASE OT L1.00 SUR—NG FIRM NO, 074301 WW MIT D04798401 TREE PROTECTION NOTES I EXISTING TREES TO REMAIN SHALL BE PROTECTED DURING CONSTRUCTION FROM TREE 5TRUCTURE DAMAGE AND COMPACTION OF 501L UNDER AND AROUND THE CRITICAL ROOT ZONE OF THE TREE 2 ALL ROOTS 2" OR LARGER IN DIAMETER WHICH ARE EXP05ED A5 A RE5ULT OF TRENCHING OR OTHER EXCAVATION SHALL BE CUT OFF SQUARE WITH A SHARP MEDIUM TOOTH 5AW AND COVERED WITH PRUNING COMPOUND WITHIN TWO IR5 OF INITIAL UP05UU 3. NO D15TURBANCE OF THE 501L WITHIN THE CRITICAL ROOT ZONE 4 ANY FINE GRADING DONE WITHIN THE CRITICAL ROOT ZONE OF PROTECTED TREES MUST BE DONE BY HAND IF MECHANIZED EQUIPMENT MUST BE U5ED, TH15 51FOUW BE DONE WITH LIGHT MACHINERY 5UCH A5 A BOBCAT OR LIGHT TRACTOR, WITH MINIMAL TURNING AND COMPACTION OF ROOTS NO EARTH MOVING EQUIPMENT WITH TRACK515 ALLOWED WITHIN THE CRITICAL ROOT ZONE. GRADING WITHIN THE CRITICAL ROOT ZONE MUST BE APPROVED BY THE CITY OF FORT WDRTH'S URBAN FORESTER IN ADVANCE OF ANY WORK 5 NO MATERIAL5 INTENDED FOR USE IN CONSTRUCTION OR WASTE MATERIALS ACCUMULATED DUE TO EXCAVATION OR DEMOUTION SHALL BE PLACED WITHIN THE CRITICAL ROOT ZONE OF ANY TREE G NO EQUIPMENT MAY BE CLEANED OR TOXIC 5OWTION5, OR OTHER LIQUID CHEMICALS SHALL BE DEPOSITED WITHIN THE CRITICAL ROOT ZONE OF A TREE, INCLUDING BUT NOT LIMITED TO. PAINT, OIL, 50LVENT5, ASPHALT, CONCRETE. MORTAR, PRIMERS, ETC 7 NO SIGNS, WIRE5, OR OTHER ATTACHMENT5, OTHER THAN TH05E OF A PROTECTIVE NATURE 5HALL BE ATTACHED TO ANY TREE. 8 NO VEHICULAR/CON5TRUCTION EQUIPMENT TRAFFIC OR PARKING 15 ALLOWED WTHIN THE CRITICAL ROOT ZONE of TREES 9 BORING OF UTIUTIE5 MAY BE PERMITTED UNDER PROTECTED TREES IN CERTAIN CIRCUMSTANCES THE MINIMUM LENGTH OF A BORE 5HALL BE THE WIDTH OF THE TREE S CRITICAL ROOT ZONE 10. IRRIGATION TRENCHING WHICH MUST BE DONE WITHIN THE CRITICAL ROOT ZONE OF A TREE SHALL BE DUG BY HAND AND ENTER THE AREA IN A RADIAL MANNER AFTER BEING APPROVED BY THE CITY OF FORT WORTH5 URBAN FORESTER I I ALL TREES TO BE REMOVED FROM THE 51TE 5HA1L BE FLAGGED BY THE CONTRACTOR WITH BRIGHT RED VINYL TAPE Di" WIDTH) WRAPPED AROUND THE MAIN TRUNK AT A HEIGHT OF FOUR (41 FEET ABOVE GRADE. FLAGGING 5HALL BE APPROVED BY OWNER'S AUTHORIZED REPRE5ENTATIVE PRIOR TO ANY TREE REMOVAL. CONTRACTOR 5HALL CONTACT OWNER'5 REP. WITH 72 HOUR5 NOTICE TO SCHEDULE ON-51TE MEETING 12 ALL TREE5 TO REMAIN, AS NOTED ON DRAWINGS, 5HALL HAVE PROTECTIVE FENCING LOCATED AT THE CRITICAL ROOT ZONE THE PROTECTIVE FENCING SHALL BE LOCATED A5 INDICATED ON THE TREE PROTECTION PLAN AND DETAILS FENCING MU5T BE INSTALLED PRIOR TO THE BEGINNING OF CONSTRUCTION TREE PROTECTION 5HALL REMAIN IN PLACE UNTIL ALL WORK 15 COMPLETED 13 PRIOR TO CONSTRUCTION, THE CONTRACTOR 5HALL COORDINATE WITH THE OWNER REGARDING ANY LOW HANGING BRANCHES THAT LIKELY NEED TO BE REMOVED IF A LOW HANGING LIMB 15 BROKEN DURING THE COURSE OF CON5TR.UCT[ON, THE CONTRACTOK5 5HALL NOTIEYTHE OWNER'S REP IMMEDIATELY. UNDER NO CIRCUMSTANCES 5HALL THE CONTRACTOR PRUNE ANY PORTION OF THE DAMAGED TREE WITHOUT PRIOR APPROVAL BY THE OWNER'S REP TREE PRESERVATION LEGEND OCANOPr Fxreurs MAN EXISTING SIGNIFICANT TREE ( ­ING TREE TO 11 EFMDVFD X CANOFYE fNT5 / of TRUNK pIAMEtR Luc TREE TO / CFJTICAL ROOT OrNE REM N CONSTRUCTION FENCE I DRIFuuE or TREE �/ I RE DET rlrnl55nttT z METAIfLTECT -I. IIUG TREE TO REMAIN MN)I/ 4 BUR2\ / r 11 E=11 E=11 f=11 H 11-111—III L E E=11 Ali E=11 `I E=11 E=11 E=11-1-1-1—I I �I I �11 r rn zDNF wnlcnevFR I C TREE PROTECTION FENCING TREE PROTECTION FENCING - PLAN VIEW 2 Commonnvne I DBN OanoPY IPresmanon 6ignifcant& Comments (ea list mule -trunk Tarn Si8ni0caR 6xcluslons Tree Pewlry species (in) Area (r1') Ratus Miu®non measurements) 2001 Cottonwood ] 156 PILES 1 2002 81.1, Wll— 9 254 PRES 1 2003 Black Willow 10 314 FREE MtNFTMtL - 1 2004 Black Willow 7 154 FREE I W05 Black Willow ] 154 FREE I was 81.1, Willow 8 201 PRES 1 m7 Black Wll— 6 113 FREE 1 2008 Black Wllow 6 113 PREB 2009 Black Wllow 8 201 PRES 2010 Black Willow 6 "a PRES 2011`` Black Willow 6 + 113 PREB 1 2012/ Black tallow 8 113 PRES 2013 Black Willow 8 113 PRES M14 Black Willow 9 256 PRES Multi-Tmnk 2845 klaGsbarH` Z i54 RRES OFFSITE 1] 113 REM RE 206 HWmry 15REMM - - Muln-Trunk 2019 Hac��frry 10 1 314 REM 2021 HacKpam( 9 I 254 REM Mulb Trunk 2022 Hac m ] 154 REM M018-Trwik 1 2028 Maou= 6 113 RE A1 Mu10-Trmrk J Net Urban Forestry Area (phase 1 and 2) Calculation Square Feet Acres A I Gross area of property (or artificial lot) 2,918,520 67 B I!` Regulated utility easements and other deductible areas 536,501 12.32 C Net Urban Forestry Area (A-B) 2,382,019 54.68 m D E ION FENDS Preservation/Retention of Existing Canopy (phase 1 and 2) G Existing tree canopy area H If seeking approval for phase 1 only, then preserve a minimum of 50% canopy and stop after completing line M. I Preservation requirement (25%) J Additional 1 if using preservation method B ("protected trees") K Additional preservation option for mitigation of significant tree removal (only if removing significant trees - see pg 3) L I Total preservation requirement M Area of existing cant yPreserved N Total preservation credit *(add line dd only if preserving all significant trees) 3,620 0.08 N/A N/A (G x .25) 905 0.02 (G x .05) N/A N/A (If) N/A N/A ((H or 1)+J+K)) 905 0.02 —. 2,364 0.05 (M+dd*) 2,364 0.05 PROJECT ADDRESS TEMPORARY DESCRIPTION) LOT 4, BLOCK 2, C I ADDITION INTER5ECTION OF NORTH 5AGINAW BOULEVARD 4 FUTURE HERITAGE TRACE PARKWAY 51TUATED IN BENJAMIN THOMA5 5URVEY, A155TRACT NUMBER 1497, CITY OF FORT WORTH, TARRANT COUNTY, TEXAS PLAT NUMBER FP-24-OGO LAND OWNER NAME. ROBERT KING COMPANY CYRU50NE, LP PHONE 518424.987G EMAIL RKING@CYRUSONE.COM DEVELOPER NAME ROBERT KING COMPANY CYRUSONE, LP PHONE 518 424 987G EMAIL R.KING@CYRUSONE GOV LANDSCAPE ARCHITECT NAME AMBER DW15 COMPANY W125TWOOD PMFE55IONAL 5ERVICE5 PHONE 972 235.3031 EMAIL AMBER DAVI5@WE5TWO0DP5 COM PROJECT ERIM REVI.. .. Su THING for approve on or UFC24-0206 Any revs ons must be aubmltted and approved prior to cinglcontinuing development activltles. Ev cN. Sy_DC ::FOR PELIMINARV PRICINOGNIT v MC_Fuon°sEnme FtANs AN° Tne .. mro,ipz �RaAN .oRes,RY =u R w � b° UFC24-0206 a° 3oAnanm6, estwood # z Approved UFP1-Only Plan NOT ACCEPTABLE TO URBAN FORESTRY DATA PHASE ONE OBTAIN BUILDING PERMITS DFW 7 CYRUS ONE FW CAMPUS APPROVED LOT 4, BLOCK 2, C1 ADDITION By Caleb O/eon of 1:Npm, Nov 12, E024 CITY OF FORTH WORTH, TARRANT COUNTY, TEXAS TBPELS ENGINEERING FIRM N001175601 TEPEUG STRWYNG FIRM ­1 A�DGN OgMW DOCTE SASE OT "`� L1.0061 M FILE004798401 OURBAN PORE5TP.Y PLAN PHA5E ONE — -- LINI 10 N FORESTRY PLAN PHASE ONE ------ z zone 00 ,2- 1w- FzDlxz0ozGGI zo9 11 nTE ,ox FENCI- o MATCH LINE - 5EE 5HEET L1 .02 TREE PRESERVATION LEGEND OCANn��ENT= MAIN -I-NG—NIFICANTT-E \ X __ rENT5 REMO EO J!ERIIK� Submitted for approval under UFC24-0206 Any rev.. —must be submitted and approved prior to c.cinglcontinuing development activibea. IS FOR PRELIMINARY PRICING PURPOS Y Is TT coIs� i Txc vi�Nl sT �eeereulon E E ioxv.asa'xia eFro`xssx�`c`- ---- ,� ,«E P,Axs Axo FxE Po,Fx NO TREE5 TH15I VIEWPOPT �oro,ipz< �.OAx .mEs,a. �xxM,.A^ 1 o------ moo. off �s�E NIA�ES�W000I la"N eAosORa,�o U 2 I. � MNBCER a UFC24-0206 � LL-031Tsz ssz.�m, m� o y z----------------- z A roved UFP1-Onl Plan z U NOT ACCEPTABLE TO URBAN FORESTRY DATA PHASE ONE OBTAIN BUILDING PERMITS J��S DFW7 AMPUS IBAPPROoVEDae1:44prx,N_12,2ou) AY4, ROQI C�ADD T ON ® o — e� D CITY OF FORTH � WORTH, I MOTES T CgOUNTY, TEXAS TA LS SUR—NG FIRM NO, 2 GRAPHIC SCALE IN FEET mPELS ENGINEERING FIRM No 11J5601 2024 MON onMW OCT. 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ReF NOT ACCEPTABLE TO _�—�_——_�__—�_—__—__�_rU-I--��� OBTAIN BUILDING PERMITS — — T APPROVED OURBANFORESTRYFLAN PHA5EONE aycmn01-e 1144prr,,Ne.,2,2021, 4e e GRAPHIC SCALE IN FEET TBPELS ENGINEERING FIRM No 11756 TBPELS SURVEYING FIRM N0. 1n074J( PRESERVATION LEGEND O CAN_ n�MAN O-TING SIGNFISANTTREE ReMoveo CANPFLESTeN.sTREE PROTTUION FENCE ERirvl REvI Subm tted for approval under UFC24-0206 Any rev s ons must be Subm tted and approved poor to �..� c nc nglcont nu ng development ac vtes ::FOR PRELIMINARY PRICING PURPOS YTT"_N)AFE. ALL TH_ T. v R_ nuo RE�Er"oTME P(Axs nxo .ne ..E Westwood R I z" >;A�30RE1b aa� ERR ° z arr�.xc xssssos, O URBAN FORESTRY PLAN PHASE ONE DFW 7 CYRUS ONE FW CAMPUS LOT 4, BLOCK 2, C1 ADDITION CITY OF FORTH WORTH, TARRANT CCOUNTY, TEXAS AMO eAMW 00C2. . AS Nom L1.05 MATCH LINE - 5EE 5HEET L 1 04 — — z ----- -- ------- 1 -x �I 1 I 1 1 I 1 � i �f M 1 I 1 ; 11 '1 1 I I ■ 1 — .--—_--------- 1 m -------w_E.REPGIIL-----f--------------------------------- ----------------------------sue d — --A--Q---------------- _ --------W '- — — xi w—wnTe-xe. xeF a�IL ,w U C24-0206 —,A--- F wIL—w w W W Approved UFP1-Only Plan wnteR L,Ne, Rerc ---- w ""® ------ NOT ACCEPTABLE TO OBTAIN BUILDING PERMITS TREE PRESERVATION LEGEND OGANGPrL11,5 IFETO UMAIN IvEnN.= NFCANTTREE �\ X GAxGPr LEMs IffREMOVED ER1M REV1 Submitted for approval under UFC24-0206 Any— ons must be submitted and approved prior to commencing/continuing development activities. 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TDPELS ENGINEERING FIRM MR) 11758O L2.00 T0PEl5 SOR—NG FRM NO 1 074301 AMD AMW NO2 OS WW FILED04798401 PLANT SCHEDULE SYMBOL CODE OTY BOTANICAL/COMMON NAME TREES 0 OB 4J TExAS CAN KI£YI TFxANA 0 FDA 52 5uwe0AK RDCARPA OM 50 CHIN —IN MuenLEUBERGII �..✓ II OS 50 SnUMARD MN OAKlKFlDl 0 GV2 46 SOUTHERN LIVE DAK SYMBOL CODE OTY BOTANICAL/COMMON NAME 511RUB5 ID LH 12 NeN GRID LANTANA L5 565 TP DR'SAGE FRuie5ceu5 MR2 174 SEEPMUHLY REVERCHONI OMCD 695 BON 5 DWARF WAN MYRTLE GROUND COVERS 5005EE0 ® BP 1.109.826 SFILCHLOE BUFFALO GRA55 ES PRESTIGE pED 492,0905E BERMUDA GNA55 HARDSCAPESCHEDULE Goof DPSGRIPTION OSTEEL EDGING OCOBBLE �(TE REQUIREMENTS TABLE (OVERALL SITE) MI -IA SIZE/COND REMARKS 3 CAL/CONT MATCHING IGHT LEADER. FULL one RF^'k v2ow of Nef uRflw +al.>zs3 zns xew uRG u LANWIT RE IEl BE EACH) R¢ts (ImsF eAtnl B CAL/CONT MATCHINGTRAIGHT LEADER, FULL, j�am?? yyµµgg}}yy !Y 2.36a3 T1-1 GFflMIT �e CWFkAxi rRFa Idd GAT— NO 3CAL /ANT MATCHING IGM LEADER FULL. T9Ah<YY1096-k.1TB5E�1 Cs 1eA0J SFl 3 CAL/CONY MATCHING IGHT LeApER. FULL. CNE E5%1EgLL S—FNLFB B`E Be 1O6Aie1MTn[ERONL vgR111 p I,J99 �RUCa) eJ2 EnRMB IASB SHRVE6 512E SPACING REMARKS Qn DETAIL 5.3I3 IF IL2 OJ 15 1— 5/u D4 PLANTING GENERAL NOTES , OVAL or FROM THE 3 THE CONTRACTOR 51ALL LOCATE ALL ITUT115 AND FASFMENTS IN THE FIFLDNFIRM LEGETO ISSUED FOR PRELIMINARY PRICING PURPOSES ONLY (sus.lscT To REv1soN PRIOR To coxsTRucTION) XDTa[uG AVFF— ALL IS[All1. io G-1 on Te11.1 �TIM 1FNms 1z/zoI— 1 1z/os/zoza sE T. suB.- 11/o1A— i*111/zaz ureeaN 11-1 IHII IFmAL # IA�EStW000I MDAD—E„6 °Z �IK � �z,a.,D„ PLANTING SCHEDULES AND DATA QI C�DFWw7AMPUS L��Y4,R KEOC ADD T ON CITY OF FORTH WORTH, TARRANT COUNTY, TEXAS TBPELS ENGINEERING FIRM N00l"' OAMD RANW OT L2.00A TNPEL5 SURVEYING FRM NO 1 07430 MD AMW NO2 OS WW FILE004798401 t � L El -��777 0I PLAN�TING PLAN --� ----------- — N w --- ATER LINE. REF-VL —w w w w - — — — — — — — — — — — — — w— ROPEzrc LINE CPLAN-0TING PLAN HARDSCAPE SCHEDULE PLANT KEY CODE DESCRIPTION SYMBOL CODE BOTANICAL/ COMMON NAME OsieeL eoGING TREES OCOBBLE De QJER OAK —1 TexANA MA DURROAKMACRocARVA SM CNNKAPNOARLENBERGII p5 SNOMARD RfD OAK Vz OUE—VIRGINIALA EOUTHERN LIVE OAK SFIRUBS Ln NEW GOLD u.NTANA OLD EVA55AGE FRUTE5cEN5 MR2 5ml'I' NLY "veR'O"' OMGD DON'S OWARF WAxoMVRTIe WART GROUND CDVERS IT�LEWNTERGEFPR °���S 50D/SEED BU—DDF DO..ALOG 5 logs PRESTIGe d BERMUDA GRA55 vGR�Ilic .�UE IN FEET I ® 0 GRAPHIC SCALE IN FEET TBPELS ENGINEERING FIRM NO 11758 INTERIM REVIEW ISSUED FOR PRELIMINARY PRICING PURPOSES ONLY 1sus.IscT To RsvlsoN PRIOR To coNSTRucTION) p1V�A'Is[llio1n+1.�?vM1ENI—lI A . . oe11— o/ oz 1z/o3/zoza se T. sueMlnAL 01 oz, io/o�/mz ureeaN Foxcswv are mu WEStWOO�I R , DRE„e °Z �y PLANTING PLAN DFW 7 U CYRUS ONE FW CAMPUS LOT 4, BLOCK 2, C1 ADDITION CITY OF FORTH WORTH, TARRANT COUNTY, TEXAS AND 11 AMW NO2 SOS I OT WW FILED04798401 of %A TING PLAN MATCH LINE - 5EE 511EET L2.04 IaL NGRAPHIC SCALE IN FEET PLANT KEY SYMBOL CODE BOTANICAL/COMMON NAME T(,RCff C J✓ °B T_ OAD ut.I ,naua 0 %(D oMa So RoAA crcocARPA CHINSAPIN OAK �.,✓ °5 ED-1 o REo oAR ao�z SouTxERRN�EOAK SHRD� Lx =aNTAN, o—ME SAGELE,ULCOPHYLLFRTE5GEN5 MRz SFEPMUxIM REVERSTONII C. DON'5 VMMYRTLE MKDUND COVER5 er owsus EURPILEw1N11-111, SOD/SEED voDP BUFFALO GR 25 1Re5TIG2 INTERIM REVIEW ISSUED FOR PRELIMINARY PRICING PURPOSES ONLY (sus.IscT To REVIsoN PRIOR To coNSTRucTION) XDT a1NAv11auoosmEciory Tevsix[ 0ivMisoFNms 1 STANDARDI-— 1z/z /zoz 1z/D SDSa se T. suENInA� n/o1 oz, io/o�/mz ureeax F.E—Y Px mu °Z PLANTING PLAN U DFW 7 CYRUS ONE FW CAMPUS LOT 4, BLOCK 2, Cl ADDITION CITY OF FORTH WORTH, TARRANT COUNTY, TEXAS AND AMW NO S oSE OT EDGE L2.O2 WW FILED04798401 E I OPLANNNTING PLAN \ FVNP �I. 1: O PLANT KEY 5VMBOL CODE BOTANICAL / COMMON NAME TREES GB L—S0SBUCKifl'I 'TFXANA ' 0 .MA B.11SC15 NI UR. _ RGCARPA 'r D oM CHINIGNFN OAK MU"LINBfRGII gym/ 05 SHIJ-1 REo OAK 0 Vz BFNUTL NN L"PAKA SIiffRU��B\S Gou]II ANA 0 R2 BP—M AGYAA REVERLHONII OMcD DON 5 0NARF WA MYRTLE GROUND COVER5 eF PURPLE WNTERCREEPNffER o.ATUs 50D/5EED BP BUFFALO GRA55 oes II—Cl HARD5CAPE5CHEDULE CODE DE5CRIPTION Oco — DING INTERIM REVIEW ISSUED FOR PRELIMINARY PRICING PURPOSES ONLY 1sus.IscT To Rsvl" PRIORTocoNSTR..TI0" XDT a [uGAI"Mol o auoTMR[S[ns[oRDoIR'l smEI?o.TevsiH[ O ?vMEi oFNms o/ oz iz/o3/zoza se T. sueMlnAL A— io/o�/mz IN.- `.E—Y PR—.1- 1111 �E x 3 VVEStWOO�I lK R "°"°sM"" °Z e m 'tt PLANTING PLAN ® 7 U N CYRUS ONE NEFW CAMPUS LOT 4, BLOCK 2, Cl ADDITION o zo ao a CITY OF FORTH WORTH, TARRANT COUNTY, TEXAS GRAPHIC SCALE IN FEET NO. 3 TRPELS ENGINEERING FIRM NG 11756 T.11 TFPEL5 SURVEYING FIRM NO 1 07430 AMD AMW NO2AT OSOT L2.0 WW FILED04798401 01 F A DTING PLAN PLANT KEY 5YMBOL CODE BOTANICAL/ COMMON NAME TREEE5 0 pe TQUERCUS _ OAK utYl TFxANA MA BURROAK CROGARFA r�/�yl� OM ClIGNA s MUfHLfNefRGll �./ O5 snuMARO 1UMARDII 0 Gvz GJ UlNVIRGINI NA SOUTHERLIVE OAC 5HRU65 Ln N[w GO�uuTAGDLD NA CC T5_M CE FRUTE5CEN5 MR2 5EEPMUHLT GIA KE—CHONII OMCD DON s DWARF Walt MTRTI£ GROUND COVER5 eF PURPI£ W NTERGREePFR oRATUs SOD5EED ® Bf' euFFALo cRAss Dfs PRfsnGf HARDSCAPESCHEDULE CODE DE5CRIPFION OI—L 2DGING O_,E" INTERIM REVIEW ISSUED FOR PRELIMINARY PRICING PURPOSES ONLY tsuSHECT To aEVIsoN Paloa To GoNSTEH ION) XDT a IN Av 111 A I NFLEAllR— io sm�ciory Fevsix[ 0ivMEiNs oFNms tz/z /zoz tz/o3/zoza se T. suM.— �+/ot/zoz, to/o�/mz ureeax FORcswv Px mu Westwood R ttRMAo,MR,,°E° Z PLANTING PLAN ® 7 U N CYRUS ONE NE FW CAMPUS LOT 4, BLOCK 2, Cl ADDITION o zo ao a CITY OF FORTH WORTH, TARRANT COUNTY, TEXAS GRAPHIC SCALE IN FEET OE'b AT OT H!E NO. TBPELS ENGINEERING FIRM NDo11756 T.11 L2.04 TRPELS SURVEYING FIRM NO 1 0]43o AMC AMW NO2 oS HARD5CAPEKEY CODE DE5CRIRTION OSTEEL EGGING %1 C.SEL, MATCH LINE - SEE SHEET L2.03 1 / �� of ♦♦� \ \V � ) %M ��� ,�� `♦♦ \\\\\Y�r1 1 ` \\ ^� Niii. ---------- --♦ \' 1 — � t --mac` w------------ —' �—'`W ��x waTE E. EE1 l +ram ---- w w R �, 1, _ � _aTfRDNf. RfT CIVIL w� PLANT KEY 5WBOL CODE BOTANICAL/COMMON NAME TREE5 �N GB TEKas OAK KLEVI TeVANA /`'\0 Ma euRR_'I'A"E"'C6ERcu PA `J °^^ C_"CAR \.,J p5 ELIM— RED OAK 0.Vz OUfRCUSVIRGINIANA SOUTHERN LIVE OAK 5HRRUUD5 L/ L" NLD fw Coro uNTaxa `✓ rRuresceNs TTxas sate MRz sEET MUHL'L la RfveRcnoxn OMCD OON s DwaRe wax Mr>zne GROUND COVERS eT eURPLe wNTeRCReereR ORATus 50D/5EED BIJOHLBe _ ALO Gras. Ifs PRESTIGE INTERIM REVIEW ISSUED FOR PRELIMINARY PRICING PURPOSES ONLY (SUBJECT TO REVISION PRIOR TO CONSTRUCTION) T ALL JIFMS LAW DATSTANDW Re ND ll THE"FoRE, ' ?i NI F BE REOUIRo[NFBo` Ut FTUA Foxs Revl ox PIO T. oipz4 �z4 sE T. SUBMI,TAL %. pzt 1—N ENRE—Y Px E 1TTa< Westwood R � ;Ao6MRE„6 ° °Z PLANTING PLAN U DFW 7 x — _• --• ----�"—.-- ---- -- -- -- ��.~ fCAYKrKWAMPUS ADD TON 01 ` A TING PLAN o z�0 a CITY OF FORTH WORTH, TARRANT COUNTY, TEXAS 4v d GRAPHIC SCALE IN FEET TRPELS ENGINEERING FIRM NO 11756G L2.05 TEPELS SURVEYING FRM ND 1 074301 AMP AMW NO2 OS HARDSCAPEKEY CODE DESCRIPTION O51eel"GING O"'I" MATCH LINE - 5EE SHEET L2.04 \0v —� 4 z GB - GLN GN A, iT— — 1 I Y _ ❑ 11 0ml 5❑ ❑ ❑ 0 �I Z F 3f �F1 g KA �MMLINE REF PLANT KEY SYMBOL CODE BOTANICAL/COMMON NAME TREES OJER—DUCpe TFKAS OAK KLEYI TE%ANA 0 MA BURR OAK ROGARPA DM ou AF IJI—N-1 cn NKAPN GAK p5 MA.REDOAK \ D 50JTHffAN lIVf oA SnRDes o Teo � LUM-TE5GER5 MRz seep Munlr RF�FRcnowl OMco ooN s owARF L MrRTLE RF +� GROUND COVERS IJ.-.UN- RFFPFR ORATUS • 50 BUGHLOE eF I0P "FFALOGRA55 IDES PRESTIGE + co �X. �� aFRMuoA CRAss INTERIM REVIEW ISSUED FOR PRELIMINARY PRICING PURPOSES ONLY (SU BJECT To aevsoN Pa oa To coNSTEN oN) DATPlIRa o�NP a oR TM =E. TMFaPaa E'AMNXI�° = ENS o/— o=, 1 T. aM Al p` —KNEE—YP� IF In� �oA�]Ey ensrox 3 Westwood o �--- aonosunE,wa T Mco — ---------------------------------------------------- PLANTING oo M oALus,Tzrsz :R zLL-------------------- w s�K ANrm+ ' � w PLAN -----�ATFRSNE RFF a�IL------- DFW7 — , mpus 0 �ATFRUNF, RFF CIVIL—, s AY4, XtOCK 2, C�ADD T ON 11LINI .��. �... �.. 7�o poi u zoQ CITY OF FORTH WORTH, TARRANT COUNTY, TEXAS PLANTING PLAN cRAPN` scALE w FEET oeslo sawn Dare •,= or rTLe xo. TBPELS ENGINEERING FIRM NO "' av o IaPELS SURVEYING FIRM NO 100]4301 All Al* NO2 OS L2.O6 WW FILED04798401 OCANOPY TREE PLANTING CTONE MULCH. 3 DEPTH. I� 1111111111111111111 17 r ZT TaMwG Naas III III �I =111111� IHLIiITI l — I Ilklll—lll—lll- — cT SLEOGESNALL�REA — I —I —III —III —I nALL�Tr,1ne MooT s EVEN L,k5INDIGATEDON T�EYLANSL C COBBLE SECTION C S zEELMEDGING AT PLANTING IN I o-Ts P�T� , TING IN ETC 01E «s'P_, IL O TYP.G SHRUB PLANTING GROUNDCOVER DF Eo I INTERIM REVIEW ISSUED FOR PRELIMINARY PRICING PURPOSES ONLY (sUEJECT To REVIsoN PaloR To GO NSTRUGTION) THESE XDT a INGnvvnoFio AND IFLIIIDRIOR io smUCI IN TEv III �T. lv AA 0FRms o/ ozISSUE '.I IEIINT ME11-­ 1z/o3/zoza se T. sMeumu 1+/o1/zoz, ISSUE '.I IEN.IT io/.I/mz IN.AN F.1—Y Px iT Westwood FNE^D80QE1bED °z PLANTING DETAILS U QI C�DFWw7AMPUS Ltf�Y4,R KEOC ADD T ON CITY OF FORTH WORTH, TARRANT COUNTY, TEXAS TBPELS ENGINEERING FIRM N0011J56+ OAMD AMW OT N!E L2.07 TBPELS SURVEYING FIRM NO 1 07430 AMD AMW NO2 OS WW FILE004798401 1 1 ff-N,­1-� ONINNTIIcsEED s ` L3.02 y nJ YC . `---------- ---------- ��.— — — — 1 L3.03 , PD �000 1 5 L3.04 goo A N coN1AALToF To NSTFLLL Ar ON�NAGrisn� I ' TE / X � x 1 1� / L3.05 r— DaN f ' L3.06 P1.PO� SD � NG OPOS� SD � NG p�; o of L3.07 � �D= 4TTRII —� --—--- - ---- —PRO LINE wATfRDNf,RfFGI1IL -- m 01 cnR ILL IRRIGATION PLAN IRRIGATION SCHEDULE IRRIGATION GENERAL NOTES I POINT Of CONNECTOR 15 AFFIREDIMATE IRRIGATION CONTRACTOR �HNTL� SHALL COORDINATE WITH THO5f IN—ING THE IRRIGANON METER TO - AS SEauIr RE. o AT SERVICE rnE 5FDE As DESIGNED I AN D Is of THE saE AF—PRINTE ELECTRICAL CONNECTION FOR THE —EM CONTRO Q INCLUDING ANY DATAOOMASTEVALVE—NO ACREOUIRED LLER' —uFAMINE THE APPROHIMATE WGATION OE EXISTING nurle E HALLA_CONT_THEAPPROPR1ATE HE r_x ,,v,,Isziomo r._cw, 3so CONTRACTORTILIRICATOI 51ADfOfE5NTON51 f1- ANT OAMAGE5 TO UTILITIE5 ONT THE TAL RN.—MfNTE FORTHf IRRIGATION 5TST1M AND RS IN5TA—(ION 5 I'll GAT I=LN15 ARE IT N,1,1111 ALL " AIN MAYSf5HONIP o�TRfASORONT51Df INCl TH mf FiFLo au PRw fM CDMroNfNTs Or ®L FscalrclAD wLLG APPRovAL GY THE E5 IRS REPR1—VE PRIOR TO INETAOaTION ® — NAxo'ILL acclF fNDES GNfDTO FUNCTION WRHAMINIMU162 GPM M0WA, RPBRESSURE IOI AMINIMDM RATE OE AT THE PONT WHERE THE WATER METER 15 CONNECTED THE ® unuo vuLL avne CONTRACTOR 5HALL TAKE THREE READINGS (ONE AT 7 Co A M, ONE AT HH"M TON TWO SEPARATE DAYS AND ® e IE Auo vuLL nenc PRESSURE 5DD.,T TO THE ER_G.RE'RGSE�NE ALAERPOR VERIFICATION of ITI Al A11L1 ILL E U. ® o.•«G E PRO IDED ON MAYTHE $DILT DOCUMENTS urE 1P LOCATION 15 NA RN GAT ON WARM N EROD FINAL G ANGEANDSEGINMNGOETHE ,o GHEHIRLHETopx ROPOSEDPwN IONSSTEM,INGwDINGAYDEIATONSTROM ®Al G L TEAMIPORoYRoIGATION�DANI .1 GEATOE-ff MRE N THE RGAT NANFEA_UOF^oTMA�OR.DEwOGORIHON ER,MfETINGALL ET MAKE ALL CORM—oC LGUANNT AN URSDcnoN 11 FRfFEET NCY,�f�NFGu�Mx.uo.w `EEFTEDYTEOWNERSREESENTA-EMTHE a e�� OR 3Au ANISE wNLIVE ON THE CONITOI THAT Dr� E�uGE „u 3u NG�AT,E OETnfGONTR�DR AND GE ANGE5THE5DVRE5PON55L. ITRI FT1R PIN A ELECT © oMNwsxG x*mow INTERIM REVIEW ® �ExN;%CLUE,. ANoWLLT ON s.Q o oxn Erw, w.n a«o.nEzs eexr, yr iu ISSUED FOR PRELIMINARYPRICINGPURPOSES ONLY -- wur,A.ox mn u�xe weevss zm socz (SUBJECT TO REVSON PR OR TO Go RUCTION) �n THE_, :a;Ea E .Poo . o aE=E. oa�aR a .a e.; E �.,MINTENTTMs P oT, D Ex> FDREMDN DR TDNIC-T� IT uT.- To 5E RwGATED 5Y(z1 D 5 G M SDSS� 5.. „o= �z°. T....T,AL �o ,00pz° NRaAN11E=TRY11.=- V1lestwood R ROAD—E- °z K �z,,,o„ tt L— OVERALL IRRIGATION PLAN 7 U N CYRUS ONE NE FW CAMPUS LOT 4, BLOCK 2, C1 ADDITION D IG 1. 300 CITY OFFORTH WORTH, TARRANT COUNTY, TEXAS GRAPHIC SCALE IN FEET 066 AT OT !i!E NO. TRPELS ENGINEERING FIRM N0011T5fi1 T.11 LLO FREE SURVEYING FIRM NO 1 07430 AND AMW NO2 Os WW FILED04798401 mommmmmmmmm OIRR['�ATION PLAN MATCH LAVE - 5EE SHEET L3.02 IRRIGATION SCHEDULE SYMBOL MANUFACFDRERIMODEL HUN,ER MPI0.0 PROS-04-PR540-Cv HUMERMP20.'O PROS-04 PN540-CV nUMEN MP3oo0 PNOSO4-PR54o-oV HUMfRMP35W PR0504-PR54o-CV 5YMBOL MANUFACTURER/MODEL ® HUMEN PGP-ADJ-Bzo ® HUMfN PGP-AOJ-B3o ® HUNTINPGP-All -BID ® HUNTEN-- Ali -B5D ® HUNTENPGP-ADJ-5G0 ® HUNTfNIll -Ali -BB0 5YMBOL MANUFAGTURER/MDDEL R HUNTFRIQ_IDI-2s mi HUWFZ-_IDI-2s,=, ® SYMBOL nU_HFL�4_IA- V MANUFACFURER/MODEL HUIJTERPGV-IOW HUMER PGV-EOI GLOBE ►T� NI2C0 T-I I3 HUMfRICV-G2 o LUERA22. 75D_M LUNTEHOMER 5150 ® TM . _INN ALL 1NEE5 To BE —GATED I c11 D 5 INTERIM REVIEW ISSUED FOR PRELIMINARY PRICING PURPOSES ONLY �suSHECT To REVIsoN PaloR To GoNSTRI ION) it I ON`Awn_ MI IFLIA_ P. io s`m"`,cioN �e' _ °civ"`."s or"- o/ oz ,z/o3/zoza sE T. sueulnAL A— ,o/o�/mz ureeaN IIE—v v N1A�edwoO�I RER aAos9RE,4o ° °Z IRRIGATION PLAN ' aL yy QQDFW7 U AMPUS LO Y. to WC�ADD T ON o s w a CITY OF FORTH WORTH, TARRANT COUNTY, TEXAS GRAPHIC SCALE IN FEET DESIN AT OT flLE NO. TRP_ ENGINEERING FIRM NG 117561 AMID OAMW NOV 5 AS L;001 WW FINE D04798401 01 n,, ATION PLAN IRRIGATION SCHEDULE SYMBOL MANUFACTUNOWISDREL HUNTER MP I OOO 1109-04P—. C, HUNTER MFz000 PRO5-04-FR540 Cl Q HUNTER IMF— PROS OA FR590 Cv r HUNTER MP3500 PRCSDAFPR940 Cl 5YMBOL MANUFACTURER/MODEL ® HUNTER PCEAOJ-B 2 0 ® HUNTER 111. B 30 ® HUNTER PGP-AOJ-B 4 0 ® HUNTER PGP-Aol B B o ® HUNTER PGP-AOJ-B G 0 ® HUNTER PGP- Fl-B a o 5WOOL MANUFACTUREREMODEL B HUNTERIcz IOI-2B mil HUNTERIcz 1NI-25(2) ® HUNTER HOLo4 F— SYMBOL MANUFAC UREFEEDGEL HUNTER PGv IOOG HUNTER PGv-201 GLOBE W NIB-113 HUNTER ICV-c 2 FFBCo B5o z © HNNTERA2C->BBM ® NUNT— LNNTERIII -Is0 PTG POINT OF CONNECTION TEMPORARr IRwr,ATTow INTERIM REVIEW Au Tors TO BE IRRIGATED Br (2) O B — BUBBLFxs ISSUED FOR PRELIMINARY PRICING PURPOSES ONLY (SuS.1EcT TO REVISION PRIOR To CONSTRUCTIONI o/ az i/o/zozU. sE Tw weulrrAL VI o/zaz �o/Rno=< s—N 1.1—. — rE ry 3 Westwood ry RlABSB,<E,w ° °Z IRRIGATION PLAN ' QQDFWW7 U LOTYTBLOCNK , CfAMPUS ADDITION o Hs R s yB CITY OF FORTH WORTH, TARRANT COUNTY, TEXAS GRAPHIC SCALE IN FEET DES(N A Ar cAl oTE Er�E wo. TBPELS ENGINEERING FIRM NOTBPELS SURVEYING FIRM NO 0111/4301 AMR J56 M NOV SASS L3.02 /� TP PIRRI I5� T, MATCH LINE - 5EE 5HEET L3.05 OIRIE�ATION PLAN IRRIGATION SCI-IEDULE SYMBOL MANUFACTURERMODEL HUNTER MP 1100 PP.05-04PR5— HUNTER MP2000 Pk05-04NRMB-V .� HUNTER MP3000 PR05-04FREEHO AS HUNTER M13500 190504-1R54Pcv 5YMBOL MANUPACTURER/MODEL 0 HUNTER PCP AM520 ® HUNTER PGP-A0L030 0 HUNTER PIP AM 540 ® HUNTER PGP-AM 0 5 0 O HUNTER PGP-IM5O0 ® HUNTER PAT AMD50 5-50L MANUFACTURER/MODEL 8 HUNTER Cl 101 25 B HUNTER ICz-101 25 (2) O ® HUNTER IDL 09 12 CV m S'MBOL MANUFACTURER/MODEL HUNTER PGV-I000 NHUNTER POI-20I OLooE W NIPT)T-I 13 HUNTER ICV-G 2 PEaco eso z © NUNTERA2G 75o M Q ® HUNTER W55 F5 HUNTER HL-I50 PT POIM OF CONNEtTION3 # N� v.rn no x.. _RREAzrI_ATI.N INTERIM REVIEW ALL T1EE5 TO BE IRGGATEO Ov 1210 5 GPM v O m ISSUED FOR PRELIMINARY PRICING PsrURPOSES ONLY )sus�ecr ro REvlslory cwoR ro coNRucnorvl N Nor ,xe B.e OF THl Jl'N or ,xe Taus 'xo Tr S', .E UL rox rtevmoi z/zo/xz )z/oI/mz T s[vro weulrrAL F)./.11 ii _ io-URE a ux N rTwmnr su issue Vvleitwood a ;A°s°RE,w °z IK a23,. o, _" „m IRRIGATION PLAN ' QQDFWW7 U LOTY BLOCNK , CfAMPUS ADDITION o s .w s y4 CITY OF FORTH WORTH, TARRANT COUNTY, TEXAS GRAPHIC SCALE IN FEET DES) a DATE Scal flLE NO. TBPELS ENGINEERING FIRM N00101756 AMPW M N0I ASE Ore L3.03 WW FILE- 00479840; MATCH LINE - 5EE SHEET L3.O2 O 0 IT MATCH LINE - 5EE SHEET L3.OG OIK 'ATION PLAN IRRIGATION SCHEDULE SYMBOL MANUFACTURER/MODEL HUNTER MP200o PR05-o4--0 CV HUNTER MP3000 PROP -o4-PRP4o-CV HUNTER MF350O PROS-o4-PRD40-EV :z zo io :o HUNTER 1Ro1-1-0-00-PCN SYMBOL MANUFACTURER/MODEL ® HUNTER PGP-AOI-D 2 D ® HUNTER PCP -A J530 ® HUNTER vcv-a0140 ® HUNTER PG— 550 ® HUNTER PGP DG ® HUNTER PGP-Aw-D a 0 SYMBOL MANUFACTUROWNIODEL 8 HUNTER- 101-25 HUNTER- 101-25 (2) AREA TO R IIINI ® HUNTER HDL-04-12_ SYMBOL MANUFACTURER/MODEL HUNTER PGV-1000 HUNTER PGV 201 CIODE UNTER HPEBCO BISo 2 2 © HUNTER A-75D-M oHUNTER MG POINT OF CONNEGTION3 =RARY1RRIGATON INTERIM REVIEW ALL TREES To DE IRRIGATED 10) D 5 GPM PROFILE — ISSUED FOR PRELIMINARY PRICING PURPOSES ONLY (suSNJECT To aEVIsoN Pa1oa To GONSTFU ION) IIpTDATER [NG AIRRI l A I lCLC-NRFOR io smCciory Tevsix[ 0ivM�.t oFxms o/ oz 1z/o3/zoza se T. suM.- 1+/o1A— io/oI/zaz ureeaN EO E-1 v �E 3 tt VI�EStWOO�I R RMAD,MRE,, °Z ,e.;m IK ® IRRIGATION PLAN f�V QDFWfW7 LOTY4, B�OCNK 2, C�ADDITION o s w D CITY OF FORTH WORTH, TARRANT COUNTY, TEXAS GRAPHIC SCALE IN FEET OE'b AT OT H!E NO. TCPELS ENGINEERING FIRM N0011J5fi+ T.11 LL4 TEPEES SURVEYING FIRM NO 1 07430 AMC AMW NO2 OS WW FILE004798401 MATrH I IMF - SFF SHFFT 13 On MATCH LINE- 5EE 5HEET L3 07 OIRR[,CATION PLAN IRRIGATION SCHEDULE 5YMBOL MANUFACTUR-MODEL HUNTER OF 1000 FRo5G4FR540-cV HUNTeR M—GO FRCA-G—R54o-Cl HUNTeR M13000 1105-04-FR54o Cv OHUNTER MP3500 PR05-04-PR540GV m PT ,P " HUNTZT< FRos PRs31-1 5YMBOL MANUFACTUREWMODEL to ® HUNTeR FGF ADL e z O 0 HUNTER PGP-ADL-530 ® HUNTER—ADL-D4D _ 0 HUNTER PGP-ADJ-B 5 0 ® HUNTeR FGF Awb G 0 F ® HUNTER RDRADU 5 AD a SYMBOL MANUFACTURER/MODEL H HUNTER IGI-I01-25 1w HUNTER ICI -III ED(2) A" T ® HUNTER HDL-o4-I1GV SYMBOL MANUFACTURERIMODEL HUNTERF IODE HUNTER FGv-20I GLOBE W GPDIT-I I HUNTER IC/G2 FEBC08502 © HUNTERADD 75D M ® HUNTERAAA HUNTER LED 110 FMC POINT OF GONNECTIONI IRRIGATION MAINLINE PVC CIn55 z00 5DR 21 AR RECE VINTERIM REVIEW 'MPORARY 1R%.ETION "ALL TREEs To ee IRwcATeD er 1z) 0 5 DIM eueeLeRv N N ISSUED FOR PRELIMINARY PRICING PURPOSES ONLY ""., LT TO RE VISION PRIOR TO LONSTRUCTIONI nm aEi.PPnovEo :�`,lo`a.'i:sioROoa io sia`,ciFlU,PoN Te:�ixi °cn"ns or"ixs Qaloa To nrvr corvsvNcnox T"E P`""s "rvID`o *x. P...xRMS n"� roa a.�mox o/ oz 1z/oa/zozF. s. Tw weulrrnL oI/zaz �o/.7 1— JR-1.1—r w GRAPHIC SCALE IN FEET TFPELS ENGINEERING FIRM NO 117581 Westwood tt °s°RE,w °z IRRIGATION PLAN U RKEOC C�QI DFWw7AMPUS Ltf Y4, ADD T ON CITY OF FORTH WORTH, TARRANT COUNTY, TEXAS D`ATVE M9N M 202 s os CL3.05 WW FILED04798401 MATCH LINE - 5EE 5HEET L3 04 ., I 42 43 � �' \ �-- l0 4— • • C _____1 ___' - '— z 2 _45 a3.6 �-436 48. z• II 359 4� 34s i 511 0 402[ z• _ •_ _ - —w r1 m G U I` l z/ •11 �. M II JJ Ix• AED oVINGIn 1`�III p fJ 6 I o LT I Io 1T Q o • d"rill ME TD FIANTIIG REF Gff—NO ^� O ' — [3'' PROP05Eo BUILDING PROP05ED BUILDING N' C w' Qf JC I tl ElD ED L-1G L-1D E D ['I] mo Eo o D[I L-2o 1,1D 1 o o Do Do Eo E[L ED [U]n o 7' �7 o �o � III I OIP.R,�ATION PLAN IRRIGATION 5CHEDULE SYMBOL MANUFACTUREW—FEL HUNTERMP OGJ PROS-04 PR540 CV •� HUNTER 113-D 1ROSC41R540CV oSY OLD HUNTER CTU REPJMODEL�O-cv MANU ® HUNTER PGP-ADJ 520 ® HUNTER PGPADJ-540 ® HUNTER PGP ADJ 5 GO ® HUNTER PGPAGJe 5o 5YMBOL MANUFACI'JUR ,10DEL 19 HUNTER I110125(2) 5wDoL MANUFACTUREPJMODEL 'UNT HUNTERPGV201 GLOBE w NISUOTI13 HUNTER o 12• �RDnUI 11 -M HUNTER 150 IDINT 1 I - PT IRRIGATOION LATIRALOLINE PVC CIA952-SGR21 AEMPORARYIRRI INTERIM REVIEW RRIGATED BY (2)TO S�GPM BUBBLERS" ISSUED FOR PRELIMINARY PRICING PURPOSES ONLY 'ILE,I cT ToR Z"I ' PRIOR To GONITROGTION) XOT a [uGAV'N— AIIINISTI'DARDoaR io sm�ciory Tevsix[ �ivM�.t oINTH Lz/zo/zoza Lz/o3/zoza a se T. sMeMITrAL ��d1A/� ob 9 SB � d--��.'I • 52 n� Westwood i r . 0 3 5 � 4 5} T RAN E Ro IoJN 5 a�3—' 3Ea/S6 nsi6im T"may 1 UL J I -- -� �J3 55 II IRRIGATION PLAN 2 - - - __ ` ---- --- - _ _ .._.T..._ P�,Y ,.�; - - --- D1FW7 Ld --Y4f� OCK 2 W�ADM D IO T , K9 91'f C N CITY OF FORTH WORTH, TARRANT COUNTY, TEXAS �o DATE TRPELS ENGINEERING FIRM NO H756 O[S NGRAPHIC SCALE IN FEET TRPELS SURVEYING FIRM N0. 10074301 AMDN OAMW 2024 SHONN OT !i!E LLIS WW FILED04798401 IRRIGATION SCHEDULE 5WPOL MANUFACTUREFJMODEL HUNTER ME 1000 PRO5-04--40-Lv HUNTER MP2000 FR05-04-PR540L HUNTER MP3000 PR05-04-PR540-C V HUNTER M13500 PR05-04-PR5— 5W13OL MANUFACTURER/MODEL ® HUNTER PGP-AW D 2 0 ® HUNTER ICI -A0J-030 ® HUNTER TOP -AOJ-540 ® HUNTER PGP A0J e 5 0 MATCH LINE - 5EE 5HEET L3.05 ® HUNTER PGP-AOJ-5c 0 ■ ��� 7„��� ����� ����� � ® HUNTER PGP-AW-eeo 14 6 27 R , 5YM50L MANUFACTURER/MODEL 29 51 5 9 HUNTER ICE-10115 HUNTER ICE-10125(2) sf ® nPUN�TeR noL%a e' ecv NE X. . SYMBOL MANUFACTUREF./MODEL MIL5ff / , HUNTER PGv OOG + ' / 2G 42 . HUNTER PGv-201 GLOBE . W NOCOT-113 ® HUNTER ICV G 2 z2 .- 2- 48 ■ o 'U� NT' >50-M 1� - ® HUNTER'-' --- - © � HUNTERH50 23 51 24 4B r. Pon 2 2.M NNEPOINr of cocr oN s � _ .O \ \\ ! " _ _ > • • • • , RRCAHON AT—L UNE. PVC CLASS 2005DR 21 RRIGATION MAINLINE PJc E-12o0 5OR 21 8 47, 493 — — — — — — — — PIPE 5LEEVE PVC cw552OO SDR 21 y 2" 2" 2. / ° 20 48 19 10 _ w -, 2. Y C112LA F w,K a"mw a' INTERIM REVIEW a • � \ 1 � TEMPOPaRr ew�aT ON '®"`"""'°"'• Imo" __ 1.- 42 IG • .. "ALL TREes TO Off IRRIGATED er \ \ \ R.- • 121 o s GPM eueelr•Rs^ \ \ \ - 5 ; 4 +/ • ISSUED FOR PRELIMINARY PRICING PURPOSES ONLY � 36 • i • (6UBJELT TO REvBON PR OR To coN8TRu0T ON) 1 3 - 1 THESE DN— lN,s LHL— eccN cxEP, x,— 0Y — ENc ucEC vn,N TxE N—T of \ los 2 2 ' 2 8 11 • 11 cwPLnNs vnm cn s+rxonao aea aeueN+s +HesE ooculneNTs HnwA ` • ' _ -- n- 47.3 5-TEeeEµo aPH_F.`auo RELeasEo FOR coxsmxc.orvP°Noa'":oc Fr .s or ms ° W - • —\ _---- _ •''.—' _ RE 2" 2" TNRreR111 recv slarvs Mnv es S''AFTo cax, RSA%x . q. aI TME u5E of TxESE oOCNMExTs TxE MSER AmRMS TxER VNDERSTANO He 3 • \ 4 aoR Fo axr coxsmucT ox01 — Pwxs .No TrE PoaxTAL Fox xsvlsl \ __ • 94 I R ." • - e.F T. PJ-- --- -- _- -- - - -- _ SE Two..MITTaL -- — - 1 • . - rc �zio3A— M ROREs,w. PxA „irvinrv2, •• � ---- --- -- ." 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N III F.11 N II A I IN ILNI I —III ITANI A- IcH I, IvI_Lv1v, IvI —11, T 1111L / N-11TU-1 "I'lI.NLY FKOM IALVE IIIITA�l NII IT ILLOD IALVI I—LME AT 11C ALI ALILL117I IALVI 1. O 'I IN' INN 11 —A TIl— DRIP ZONE TYPICAL ENLARGEMENT DRIP ZONE VALVE ASSEMBLY -AT GRADE DOUBLE CHECK ASSEMBLYnlRl�_ _REVIEW 07 1111 LENIIN IN- 1111 LINGLI N—U1 51L­ ISSUED FOR PRELIMINARY ONLY I15END.—III—IN 51111 1=1�AAII IN DIN ANIA5. ,EITT. I. R I CUFAN RLN OF IIPINO F`L&N`2N`6DT1""` TIOC 1A. — M'p,N,C . LIC —IN7.T. T)NC — .1 rILLNG—N-1 FITI—IRTIMNIo IuiuRF IDUIIINI 11 ALL III IT —All IIRNI­ T1111 111111NII NAI NN-1-11 51DUl III ITAN MIlIFOI Al- All IDLIA.1 III . ITIN A DT IABNIT U N IN 1-11—l—ITAN VOI, _N­ "I 1Y All 1kTH1EF"1FHo1R1 =ZOIN.�I"YTI III UNI—TANII. —1 RIII­ D' U111 III ­1L T� All II. —IT. IMCK 5UPIONT, EICI ILIG CONDUIT FCK 120 V. LGO /—1 Is F.I 1—IN MC—INTIA1 ­1 Ill -VI Ill LCFINI -1. . N11LCl TO NGE,ID 11.N F.CTRY IHA. T. III — AlAll- I -iiiiiiiiiiii H 11 CONDUIT FCK ­NG 111DIA­ — F.I I —IT 1111H IN.Al �R6TM. —INITIAL q, --H— 1,ED MOUNTENENLNYG U__ALVAND. IC z (4) G —Fill :::: "I I'll ......... ......... I'll—, ......... ............. Westwood IRRIGATION DETAILS BRA55 ISOLATION VALVE DO 5CONTROLLERR VALVE AND FLOW METER IRRIGATION CON - WALL MOUNT DFW 7 ATUM .1 (M,�"I f'ADD p1UTS10N CITY OF FORTH WORTH, TARRANT COUNTY, TEXAS I � DATE TDPELG ENGINEERING FIRM ND III— AMD I — AMW NoV � S `7S I NoM TNPELG SURVEYING FIRM NO074301 — 2024 � ILLB WW FILE D04798401 5­10N 32 84 00 - ­NTING IRRIGATION ­ I ­­ 5—ION 32 92 00 -TURF AND GR 55E5 I ffIN11N1 A 1— 2 1-1— � I — 5ff=M 32 93 00 ?UNT5 I T- A 112 1-1- 1 A 1_1 -A- I.11 I IeIl, v o a, t-It oI­.., - 1­. INTERIM REVIEw ISSUED FOR PRELIMINARY PRICING ONLY SJECTTo TOcoNSTR­­.) 0 PON " ALL ­ STMARD RE EN � TH"S' " "ES `AW I .1NIAM— A21 I -All I. IMIZI. ll 1.1 �Ill � 11 — DATE "D oRE. ­5 ­Y BE REMD 7 R T' -IT" ­­ P,j ,/11 11— —1-1 1— T. sueulnu /II A— III— ­E-1 I— E -- ER —D—E-0 Westwood LANDSCAPE JUJIFICATIONS ATKEOVIVADDITION CITY OF FORTH WORTH, TARRANT COUNTY, TEXAS D2NA0o2Tv4E � sZo.. I Nom LLO Exhibit "C" CITY OF FORT WORTH STORMWATER FACILITY OPERATION AND MAINTENANCE PLAN The only responsibility the City of Fort Worth has in the operation and maintenance of this Facility is inspection. General Maintenance Procedures The structural and functional integrity of the Facility shall be maintained at all times by removing and preventing drainage interference, obstructions, blockages, or other adverse effects into, through, or out of the system. Periodic silt removal shall occur when standing water conditions occur or the pond's storage volume is reduced by more than 10%. Silt shall be removed and the pond/basin returned to original lines and grades shown on the approved engineering plans. In addition, corrective measures are required any time a basin does not drain completely within 72 hours of cessation of inflow. NO STANDING WATER IS ALLOWED in basins designed for dry detention purposes. Accumulated litter, sediment, and debris shall be removed every 6 months or as necessary to maintain proper operation of the basin. Disposal shall be in accordance with federal, state and local regulations. Detention facilities shall be mowed monthly between the months of April and October or anytime vegetation exceeds 12-inches in height. To prevent debris from entering and clogging the downstream storm sewer system a wire mesh screen or similar screening device shall be installed over the outlet until final acceptance. 4. PREVENTIVE MAINTENANCE/INSPECTION • Visual inspections of all components will be conducted every 6 months. • A log shall be kept of maintenance actions, and inspections. The log should document the condition of the detention system's primary components, mowing, and silt, litter and debris removal dates. Document aeration of the basin bottoms and replanting to prevent the sealing of the basin bottom. • Written maintenance and repair records shall be maintained by the party or parties signing the attached Agreement and shall be provided to the City upon request. STORMWATER FACILITY MAINTENANCE AGREEMENT 10 Rev. 11/19/2020 JLE FORT WORTH Facility Name: Exhibit "D" INSPECTION CHECKLIST FOR SIMPLE DETENTION BASIN Basin/Pond Number: Inspected By: Type of Inspection: Annual , Quarterly , Monthly Basin Conditions: Facility Agreement Number: Date: , Routine , or Storm Event , (# days since event 1. Is there standing water or wet spots? 2. Does sides or bottom show signs of erosion, settling, cracking, etc? 3. Does dam or emergency spillway show signs of erosion, settling, cracking, or other problems? 4. Is there evidence of animal burrowing in dam? 5. Is there evidence of changes in shape or volume of basin? 6. Do vegetated areas need mowing? 7. Are there trees or woody growth in dam? 8. Are there areas that need to be re -vegetated? 9. Is there any accumulation of silt, trash, debris or litter in the basin? 10. Are there any other basin maintenance activities needed? Structural Components: 1. Are pipes, channels, trash racks, etc. free of obstructions? 2. Are pipes, spillway or trash racks in need of repair? 3. Is the low flow or trickle channel in need of repair? 4. Is the outfall channel in need of repair? 5. Are there any other structural maintenance activities needed? Plan for correcting deficiencies: Yes_ No Comments Yes_ No Comments Yes_ No Comments Yes_ No Comments Yes_ No Comments Yes_ No Comments Yes_ No Comments Yes_ No Comments Yes_ No Comments Yes_ No Comments Yes_ No Comments Yes_ No Comments Yes_ No Comments Yes_ No Comments Yes No Comments Signature: Date: 0 Fort We th Stormwater Management Owner's Representative Form CFW-6 CFW- SEPTEMBER 2015 Appendix A A-17