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Contract 61859
Date Received: 8/19/2024 Permit No.: SWFNU-24-0032 Time Received: 2:35 p.m. City Secretary No.: 61859 STORMWATER FACILITY MAINTENANCE AGREEMENT THIS AGREEMENT, made and entered into this 19th day of August 20 24 , by and between KLLB AIV LLC, a Delaware limited liability company, hereinafter referred to as "Landowner", the North -Pointe Residential Communitv, Inc., hereinafter referred to as "Association" and the City of Fort Worth, hereinafter referred to as "City". WITNESSETH WHEREAS, the Landowner is the owner of certain real property described as a tract of land situated in the J.H. Simmons Survey, Abstract No. 1486, and the Benjamin Thomas Survey, Abstract No. 1497, Tarrant County, Texas according to the deed recorded in Document No. D222052099, Deed Records, Tarrant County, Texas, hereinafter called the "Property". WHEREAS, the Landowner is proceeding to build on and develop the Property according to the Site Plan/Subdivision Plan known as Northoointe West Phase 2 hereinafter called the "Plan", which is expressly made a part hereof, as approved or to be approved by the City and the Landowner and Association provides for management of Stormwater within the confines of the Property; and WHEREAS, the City and the Landowner and Association, and their successors and assigns, agree that the health, safety and welfare of the residents of the City of Fort Worth, Texas require that on -site Stormwater Management Facilities be constructed and maintained on a portion of the Property; and OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX STORMWATER FACILITY MAINTENANCE AGREEMENT Rev. 03/01/2022 BN WHEREAS, the City requires that on -site Stormwater Management Facilities ("Facility") as shown on the Plan be constructed and adequately maintained by the Landowner, its successors and assigns, including Association, the location and dimensions of which is shown and more particularly described by metes and bounds in the attached Exhibit "A" ("Facility Property"); and WHEREAS, Landowner agrees to convey the Facility Property to the Association and the Association agrees to accept the Property where the Stormwater Facility is located. NOW, THEREFORE, in consideration of the foregoing premises, the mutual covenants contained herein, and the following terms and conditions, the parties hereto agree as follows: 1. The Landowner and Association, its successors and assigns, shall adequately construct and maintain the on -site Stormwater Management Facility ("Facility") at no expense to the City of Fort Worth in accordance with the design specifications for the Facility, attached as Exhibit "B", and the current standards then in force and effect in the City of Fort Worth and with the Operations and Maintenance Plan attached to this Agreement as Exhibit "C". The Stormwater Facility includes all pipes, channels or other conveyances built to convey stormwater to the facility, as well as all structures, improvements, and vegetation provided to control the quantity and quality of the stormwater. Adequate maintenance is herein defined as good working condition so that these facilities are performing their design functions. The Stormwater Structural Control Maintenance Checklists, attached to this Agreement as Exhibit "D", are to be used to establish what good working condition is acceptable to the City. 2. The Landowner and Association, its successors and assigns, shall inspect the Facility and submit an inspection report to the City annually. The purpose of the inspection is to assure safe and proper functioning of the Facility. The STORMWATER FACILITY MAINTENANCE AGREEMENT 2 Rev. 03/01/2022 BN inspection shall cover the entire Facilities, 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 Association, its successors and assigns, hereby grant permission to the City, its authorized agents and employees, to enter upon the Property and to inspect the Facility Property whenever the City deems necessary. The purpose of inspection is to follow-up on reported deficiencies and/or to respond to citizen complaints. The City shall provide the Landowner, its successors and assigns, copies of the inspection findings and a directive to commence with the repairs if necessary. 4. In the event the Landowner and the Association, its successors and assigns, fails to maintain the Facility in good working condition as specified herein, the City, its authorized agents and employees, may enter upon the Facility Property and take whatever steps necessary to correct deficiencies identified in the inspection report and to charge the costs of such repairs to the Landowner, its successors and assigns. It is expressly understood and agreed that the City is under no obligation to routinely maintain or repair said Facility, and in no event shall this Agreement be construed to impose any such obligation on the City, such obligation is Landowner's. 5. The Landowner and the Association, its successors and assigns, will perform the work necessary to keep the Facility in good working order as appropriate. In the event the City pursuant to this Agreement, performs work of any nature, or expends any funds in performance of said work for labor, use of equipment, supplies, materials, and the like, the Landowner, its successors and assigns, shall reimburse the City upon demand, within thirty (30) days of receipt thereof for all actual costs incurred by the City hereunder. In the event that Landowner or its successors or assigns fail to pay the City for the costs incurred under this section, the City shall impress a lien for the costs of such work upon other lots owned by the Landowner or the Association. Such lien shall be perfected by filing in the office of the County Clerk of Tarrant County, Texas an affidavit STORMWATER FACILITY MAINTENANCE AGREEMENT 3 Rev. 03/01/2022 BN 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 AND ASSOCIATION AGREES TO HOLD THE CITY HARMLESS FROM ANY LIABILITY IN THE EVENT THE FACILITY FAILS TO OPERATE PROPERLY. LANDOWNER AND ASSOCIATION COVENANT AND AGREE AND DOES HEREBY INDEMNIFY HOLD HARMLESS AND DEFEND THE CITY OF FORT WORTH, ITS AGENTS, SERVANTS AND EMPLOYEES FROM AND AGAINST ALL COSTS, EXPENSES, LOSSES, DAMAGES, CLAIMS OR CAUSES OF ACTION WHATSOEVER ARISING, OR WHICH MIGHT ARISE, FROM THE FAILURE OF LANDOWNER OR ANY FUTURE OWNERS OF THE FACILITY PROPERTY TO MAINTAIN THE FACILITY, INCLUDING, BUT NOT LIMITED TO THE BED AND BANKS OF THE DETENTION POND; ANY DAMAGES CAUSED TO PERSON OR PROPERTY DUE TO (1) FLOODING OF THE POND AND ITS BANKS, (2) SLOPE FAILURE OF THE BANKS OF THE POND, OR (3) FAILURE OF THE POND OR ITS BANKS TO OPERATE IN A MANNER CONSISTENT WITH CITY OF FORT WORTH CRITERIA; OR FAILURE TO PERFORM ANY OTHER DUTIES OR OBLIGATIONS HEREUNDER. 7. Landowner and Association covenants and agrees that no habitable building shall be erected within the boundaries of the Property in which the Facility is located as outlined on Exhibit "A" but this paragraph shall not preclude construction of other improvements within the boundaries of the Property in which the Facility is located, which do not impede drainage. Landowner and Association covenants and agrees that no habitable building shall be erected on the above property abutting such boundaries of the Property in which is Facility is located, which shall have a finished floor at an elevation less than two feet above the maximum depth of water in the detention pond which would occur during a 100year frequency flood. 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 owners association. 9. Notwithstanding anything to the contrary contained or implied elsewhere herein, it is expressly agreed and understood that the liabilities, indemnities and obligations of KLLB AIV LLC as Landowner hereunder shall expire and be of no further force or effect upon the transfer ("Transfer") by KLLB AIV LLC to the Association of legal title to the Facility Property, save and except for any liabilities, indemnities and obligations of KLLB AIV LLC as Landowner hereunder which have accrued and are due, payable and/or performable as of the date of the Transfer and which shall expressly survive the Transfer. [REMAINDER OF THIS PAGE LEFT INTENTIONALLY BLANK] STORMWATER FACILITY MAINTENANCE AGREEMENT cJ Rev. 03/01/2022 BN Executed this 19th day of August CITY OF FORT WORTH Dana BG rall7d0jO Dana Burghdoff (Aug 1 , 202413:50 CDT) Dana Burghdoff Assistant City Manager City of Fort Worth Date: Aug 16, 2024 Approved as to Form and Legality: Matthew Murray Senior Assistant City Attorney City Attorney's Office Date: Aug 15, 2024 ATTEST: onn 'FORT npd "°,.°° .. a 0Ad �ep.�C o°I.g t }p .. _ dQ�n nF4p5aoo V Jannette S. Goodall City Secretary Date: Aug 19, 2024 20 24 LANDOWNER KLLB AIV, LLC a Delaware limited liability company By: Nathan Holt Its: Authorized Signatory Date: 08/13/2024 ASSOCIATION Northpointe Residential Community, Inc. By: Kyle Dickerson Its: President Date: Contract Compliance Manager: By signing, I acknowledge that 1 am the person responsible for the monitoring and administration of this contract, including ensuring all performance and reporting requirements. Re�a,Owen (Aug 15, 2024 16:43 CDT) Rebecca Owen Planning Manager Date: Aug 15, 2024 OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX STORMWATER FACILITY MAINTENANCE AGREEMENT 6 Rev. 03/01/2022 BN Executed this day of CITY OF FORT WORTH Dana Burghdoff Assistant City Manager City of Fort Worth Date: Approved as to Form and Legality: Matthew Murray Senior Assistant City Attorney City Attorney's Office Date: ATTEST: Jannette S. Goodall City Secretary Date: 20 LANDOWNER KLLB AIV, LLC a Delaware limited liability company By: Nathan Holt Its: Authorized Signatory Date: ASSOCIATION Northpointe Residential Community, Inc. ,,.t/— - /J - By: Kyle Dickerson Its: President Date: g-!3- -Lq Contract Compliance Manager: By signing, I acknowledge that I am the person responsible for the monitoring and administration of this contract, including ensuring all performance and reporting requirements. Rebecca Owen Planning Manager Date: STORMVVATER FACILITY MAINTENANCE AGREEMENT 6 Rev. 03/01/2022 BN STATE OF TEXAS § COUNTY OF TARRANT § ust16th, 2024 bDana This instrument was acknowledged before me on Au g by Dana Assistant City Manager of the City of Fort Worth, on behalf of the City of Fort Worth. o�PRYPce�� BROOKE BONNELL _ Notary Public * * STATE OF TEXAS Ny�oFe Notary I.D. 134009525 My Comm. Exp. Oct. 11, 2026 ' LANDOWNER STATE OF ARIZONA COUNTY OF MARICOPA Brooke Bonnell (Aug 16, 202413:51 CDT) Notary Public, State of Texas 0 2. BEFORE ME, the undersigned authority, a Notary Public in and for the State of Arizona , on this day personally appeared Nathan Holt, Authorized Signatory, 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 KLLB AIV. LLC, and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this 13th day of August , 2024 MERED1TH LEYTON Notary Pu..)lic, State of Arizona Nowy Pubic- Swe of Arizona ' (Sj MAm{tICOPA COUNTY eomission # 831705 Expkea Jj* 14, 2026 STORMWATER FACILITY MAINTENANCE AGREEMENT 7 Rev. 03/01/2022 BN ASSOCIATION STATE OF 7� <4S § COUNTY OF J140.S § This instrument was acknowledged before me on (%6- 11 ' by, Kyle Dickerson, President, acting on behalf of the Northte Residential 'Community, Inc. `���url rrrrrr EARL ............ S Q(0 Co OF %� O r330 T +aNOV i4 r I No ary ' ,State of STORMWATER FACILITY MAINTENANCE AGREEMENT 8 Rev. 03/01/2022 BN EXHIBIT "A" INSERT LEGAL DESCRIPTION STORMWATER FACILITY MAINTENANCE AGREEMENT Rev. 03/01/2022 BN EXHIBIT "A" STORM WATER FACILITY MAINTENANCE AGREEMENT BEING 0.221 ACRES OF LAND SITUATED IN THE J. H. SIMMONS SURVEY, ABSTRACT NO. 1486, AND THE BENJAMIN THOMAS SURVEY, ABSTRACT NO. 1497, CITY OF FORT WORTH, TARRANT COUNTY, TEXAS, AND BEING A PORTION OF THAT TRACT OF LAND DESCRIBED TO KLLB AIV LLC BY DEED RECORDED IN COUNTY CLERK FILE NO. D222052099, OFFICIAL PUBLIC RECORDS, TARRANT COUNTY, TEXAS, AND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING AT A POINT ON THE NORTH LINE OF SAID KLLB AIV LLC TRACT, SAME BEING THE SOUTH LINE OF A TRACT OF LAND DESCRIBED TO CHAPEL HILL WEST LLC BY DEED RECORDED IN COUNTY CLERK FILE NO. D218219520 OF SAID OFFICIAL PUBLIC RECORDS, FROM WHICH A CONCRETE MONUMENT FOUND FOR THE NORTHEAST CORNER OF SAID KLLB AIV LLC TRACT BEARS SOUTH 89°57'46" EAST, A DISTANCE OF 130.00 FEET AND FROM SAID CORNER, A MAGNAIL FOUND FOR THE SOUTHEAST CORNER OF SAME TRACT BEARS SOUTH 00°13'48" WEST, A DISTANCE OF 4841.63 FEET; THENCE OVER AND ACROSS SAID KLLB AIV LLC TRACT, THE FOLLOWING COURSES AND DISTANCES: SOUTH 00°13'48" WEST, A DISTANCE OF 10.00 FEET; NORTH 89°57'46" WEST, A DISTANCE OF 961.26 FEET; NORTH 00°13'42" EAST, A DISTANCE OF 10.00 FEET SOUTH 89°57'46" EAST, A DISTANCE OF 961.26 FEET TO THE POINT OF BEGINNING AND CONTAINING A CALCULATED AREA OF 0.221 ACRES (9,613 SQ. FEET) OF LAND. Aaron�.Brove� R.P.L.S. Registered Professional Land Surveyor Texas Registration No. 6702 LJA Surveying, Inc. 3017 West 7T" Street, Suite 300 Fort Worth, Texas 76126 682-747-0800 TBPELS Firm No. 10194382 Page 1 of 2 S:\NTX-LAND\0204\200SURVEY\230 Legal Descriptions\0204EX23.docx February 22, 2024 CHAPEL HILL WEST LLC C.C.# D218219520 O.P.R.T.C.T. N�J 0.221 ACRES (9,613 SQ. FEET) S89'57'46"E 961.26' N89'57'46"W 961.26' KLLB AIV LLC C.C.# D222052099 0.P.R.T.C.T. LINE BEARING DISTANCE L1 S00`13'48"W 10.00' L2 N00°13'42"E 10.00' POINT OF S89.57'46"E BEGINNING 130.00' J CONC MON (CM) 3 00 M 0 0 rn -77' 0 O S89°52'04"W N MAG 65.08' MAG NAIL NAIL PARK DRIVE (VARIABLE WIDTH RIGHT-OF-WAY) LEGEND C.C.# COUNTY CLERK'S FILE NO. IRF IRON ROD FOUND O.P.R.T.C.T. OFFICIAL PUBLIC RECORDS, TARRANT COUNTY, TEXAS (CM) CONTROLLING MONUMENT HORIZONTAL DATUM: THE BEARING BASIS IS GRID NORTH, TEXAS STATE PLANE COORDINATE SYSTEM, NORTH CENTRAL ZONE, NAD83 (NAD83 (2011) EPOCH 2O10), AS DETERMINED BY GPS OBSERVATIONS. ALL DISTANCES SHOWN HEREON ARE THE RESULT OF THE APPLICATION OF A COMBINED SCALE FACTOR OF 1.00012. DATE: 02/22/2024 EXHIBIT "A" PAGE 2 DRWN BY: S.A.T. STORM WATER FACILITY MAINTENANCE AGREEMENT CHKD BY: A.C.B. SITUATED IN THE J H SIMMONS SURVEY, ABSTRACT NO. 1486 OF 2 AND THE BENJAMIN THOMAS SURVEY, ABSTRACT NO.1497 PROD NO. 0204 CITY OF FORT WORTH, TARRANT COUNTY. TEXAS r z a a M 0 Lrn U 00 w�2 U F � C U w F-: No;.� U CD a 0��O ED J -j0 W > a x w H 100 0 1 INCH = 100 FT. LJA Surveying, Inc. 994 3017 West 7th Street Phone 682.747.0800 Suite 300 Fort Worth, Texas 76107 T.B.P.E.L.S. Firm No. 10194382 EXHIBIT "B" NORTHPOINTE WEST PHASE 2 CONSTRUCTION PLAN SHEETS: • GRADING PLAN • EROSION CONTROL PLAN • DRAINAGE AREA MAP • STORM DRAIN PLAN & PROFILES • STORM DRAIN DETAILS m IZ— x LEGEND w52.3 SPOT ELEVATION PADELEVATION TOP OFCURBEGEXISTING GROUNDMFFE MINIMUM FINISHED FLOOR ELEVATION AFINISHED FLOWAYEXISTING STORM DRAIN SYSTEMNEB EXPOSED BEAMVG VALLEY GUTTER PROPOSED RETAINING WALL PROPOSED TOP / BOTTOM OF WALL ELEVAl10NS x ee eE PROPOSED END OF WALL ELEVATION PROPOSED PROTECTIVE TREE FENCING 0 20 40 BO � .l1000,AR EXISTING PRIVATE OFFSITE FENCE I DRIVEWAY LOCATION ASSUMED FOR DESIGN — SIDEWALK & ADA RAMPS (BY DEVELOPER) INDICATES SIDE OF LOT WHERE DRIVEWAY 2 MUST BE LOCATED 6" CONCRETE WITH #3 • BARS AT 12" 0 C. BOTH • WAYS 1 5' R LOT �J to' oFFSITE SECTION F—F 1 4 CONCRETE SECTION EXISTING L� FREEBOARD NTS V GRADE L ME 06 T _ MIN. 0.5 R TYP. FINISH PAD !! 3339. MAX �25% TYP - UFING ARG. 0.93 aC (0512) 33.3% MAX 50um Q (c1e) v„._a1y (1pa) 4_,• (n) %&-us (n) LOT R10' OFFSITE P06 ROPOSED RETPINING - 2' 1' TALL X 0.5' GRADE WALL 100-0, 22 30 Pe OS 05 WIDE CURB SECTION A —A EXISTING 6" CONCRETE -SEE NTS GRADE SECTION ABOVE 1 R R FIN PAD MAX LOT 10 OFFSITE FREEBOARD PROPOSED MAx: 0 8 FT GRADE RETAINING EXISTING MIN 0.6 FT WALL GRADE 3339. SECTION F—F 33 3% _ u ox 1 A0 (oslo) NTS FIN PAD - 0 (<•) vA avbNI q,-m NO E&-m NO PROPOSED RETAINING t00-YR 14 3. Ire 0.1 os GRADE WALL SECTION B—B MS GRADING NOTES 1 ALL PADS ARE 40'x75' OR 30'x15' UNLESS DIMENSIONED OTHERWISE. 2 EN ,!SHED FLOOR (FF) ELEVATON IS ASSUMED TO BE 1 ,!SHED FINISHED PAD (FP) �_ 11 3 FF ELEVATION SHALL BE z 2' ABOVE THE ULTIMATE 100 $ \ TZ' oEG 721. YR ELOODPWN ELEVATION \�\ 0 4 �HIMUM EXPOSED BEAM (EB) SHALL BE 0.7' FROM B`T] 5 MAGNITUDE OF EXPOSED BEAM MEASURED FROM FP AS f- q SHOWN ON PLANS 3 6 R E SHEET 44 FOR TYPICAL PAD A AND SHEET 45 FOR TYPICAL FRONT YARD EROUGHBUILD yIl GRADING DETAILS �� �'1WE � <I \ ,\\ FP nR1 AI ALL POHIIONSTUY PROPOSED RETAINING WALLS 11,P A //• INCLUDING FOUNDATIONS, FOOTINGS, ETC SHALL NOT pLL IT pIRAD RNNAGE t0E51REET ) g EXTEND INTO THE RIGHT-OF-WAY ) (TY E • 2 THE MAINTENANCE OF RETAINING WALLS SHALL BE THE / 63 E RESPONSIBILITY OF THE PROPERTY OWNER ON WHICH z'8 THE RETAINING WALL IS LOCATED. 3 RETAINING WALLS GREATER THAN 15" IN HEIGHT REQUIRE R± SEPARATE BUILDING PERMITS RETAINING WALLS GREATER GUTpNII,8 DG THAN 24" IN HEIGHT REQUIRE PLAINS SIGNED AND APPROXIMATE LOCATION EXISTING m3SEALED BY A LICENSED STATE OF TEXAS STRUCTURAL UNDERGROUND SANITARY LINE, 6 3 OR GEOiECHNICAL ENGINEER, COMRACTOR TO VERIFY -- Ig 4 SEE SHEET 44 FOR TYPICAL RETAINING WALL DETAILS LOCATION & CONTACT PROVIDERS AND EIDEYARD GRADING WITH WALL DETAIL PRIOR TO CONSTRUCTION =]14 34 0 5 8 NOTE. THE CONTRACTOR SHALL CONTACT THE FOLLOWING AT LEAST 48 HOURS PRIOR TO EXCAVATING IN THIS AREA =J1R 34 vi FORT WORTH WATER DEPARTMENT 81)-392-829fi / -', ATMOS GAS 1-800-460-3030 6 1 ENERGY TRANSFER GAS 1-8]]-404-2730 REFER TO SHEET 5 FOR DIVISION —GENERAL REQUIREMENTS. 8 1 e TXU ELECTRIC 1-800-242-9113 G-1 i FORT WORTH TRANSPORTATION/PUBLIC WORKS 81]-392-8100 REFER TO SHEETS 8 FOR GRADING GENERAL CONSTRUCTION ou FOR ALL OTHER FACILITIES WWW.TE%A6811.ORG OR 1-800-545-6005 NOTES. \\ZM\\��\\\ \\ �NO SAVED OR ISWFMABOUNDARY PROPOSED TREES ARE WITHIN o CONTRACTOR SHALL" T"" OF FY THE O L�l TINAND ELEVATION OF ALL EXISNGIES AND NOTIFY THE ENGINEER OF O RD OF ANY DISCREPANCIESCONTRACTORLBE RESPONSBLE FOR PROTECTINGO INGUTILITESAND COORDINATING UTILITYO CATIONS WHERE NEEDED LD Z CITY PROJECT NO 104631 FID. 30114-02OD431-104831-E07685 O X-27964 Z MAPSCO NO, 032A TO \780 Ift—Hrc�lbelow. N c•alll',H.", mu a .., ILH H Q BENCHMARKS. S BM#1 d \755 AT THE INTERSECTION OF BOAT CLUB RD AND PARK DR 256't EAST OF CENTERLINE BOAT CLUB RD. AND 56'2 NORTH CENTERLINE PARK DR IN THE SOUI SIDE OF A CONC BASE TO A SINGLE POLE T U ELEC TRANSMISSION TOWER W THE SECOND TOWER FROM THE EAST IN A SET LH OF FOUR. ELEv 9 FEE ] LJ BM#2 "X" CUT IN CONCRETE STRIP HOUSING THE Z TRAFFIC BARRICADE LOCATED ON NORTH SIDE OF BOAT CLUB ROAD, APPROXIMATELY 49 FEET FROM O CENTERLINE OF BOAT CLUB ROAD, AND ON THE WEST SIDE OF THE ENTRANCE TO THE BOAT CLUB CWPEL HILL WEST Qp ROAD STORAGE FACILITY, SAID POINT BEING Of LED APPROXIMATELY 4 FEET LINK F OF SOUTHEAST C.C.{ 02.T.C.T 20 CORNER OF THE CHAIN LINK FENCE HOUSING O O.P.R.T.C.T NATURAL GAS APPURTENANCES. BM IS Z APPROXIMATELY 1,04] FEET EAST OF THE INTERSECTION OF CAPE ROYALE DRIVE AND BOAT CLUB ROAD ELEV 661.60' BM3 %" CUT ON NORTHEAST CORNER OF AN ELECTRIC VAULT LOCATED AT NORTHEAST CORNER OF THE DAD. CTION OF PARK DRIVE AND BOAT CLUB ROAD, APPROXIMATELY U FEET EAST D THE CENTERLINE OF BOAT CLUB ROAD, AND APPROXIMATELY fit FEET NORTH OF THE INTERINTERLINE OF PARK DRIVE. SAID POINT IS APPROXIMATELY 66 FEET NORTHEAST OF THE INTERSECTION OF PARK DRIVE AND BOAT CLUB ROAD OF s 1•— A `G T 1 ]229_ED J23.4 EG 7260 ]28.5 EG,f BEG ] EG 2 8 1 EG 50 G ]3]2 EG J390aE 7403 EG ]404 EG ] tEG 39! 2.p - - - T3 .T }� ��a.aC Bab 3-T4 UyT401 & 111 621 I B229 / o B29 B310 S > \ B2a 6 -625 4 B26 3 210� �227 243N v 2733VyI 28.9 L O6 403 / 362 3� 1 s0� �'0 o 2j'p/ t p/ CAST IN PLACE Tz ] \ - MASONRY GRAVITY \ P= FP F - RETAINING WALL = FP= .9Tre \72 3 \ 723. .6 9.2 \ 73 - _ . _ .3 / p A) t..• A (/APE A) 7 E A) I A) �CDIPEP(OEE (1YPE —(TYPE A) /� ]/�� 71 — — ELEV 797 44 II — II II II II DATE REVISION BY GRADING PLAN NOrthxpoi me West Phase 2 CITY OF FORT WORTH TARRANT COUNTY, TEXAS 6060 NM1 11. E Dressway S-00 MA P.. 48911210]10 X,III i6206 A ERN-11388 LJA PROJECT 10 NT600-0204 DATE FEE 2024 q EL GONZALEZ 3�'yS�NY DESIGN FORTUNE DRAWN STAFFORD SCALE �D2a VERT: N/A SHEET OF 98 SHEETS m N i 0 20 40 80 _ NO SAVED OR PROPOSED TREES ARE WITHIN THE SWFMA BOUNDARY LOT R It OFFSITE 10' 41 MPX RETAINING WALL SECTION C—C NTS 52 3 LEGEND SPOT ELEVATION FP TC FINISHED PAD ELEVATION TOP OF CURB EG EXISTING GROUND MFFE —� MINIMUM BNISHED FLOOR ELEVATION FLOW ARROW —"—�-- ED VG EXISTING STORM DRAIN SYSTEM EXPOSED BEAM VALLEY GURER 'M x ea.XF PROPOSED RETAINING WALL PROPOSED TOP / BOTTOM OF WALL ELEVATIONS PROPOSED END OF WALL ELEVATION PROPOSED PROTECTIVE TREE FENCING EXISTING PRIVATE OFFSITE FENCE DRIVEWAY LOCATION ASSUMED FOR DESIGN 0 SIDEWALK & ADA RAMPS (BY DEVELOPER) INDICATES SIDE OF LOT WHERE DRIVEWAY MUST BE LOCATED LOT PROPOSED ( OFFSRE 10 GRACE 4.1 MAX EXISTING GRADE SECTION D—D ATE y.GRACING NOTES. AFTA e 1 IALLOPORTIONSTOF PROPOSED RETAINING WALLS 1. ALL PADS ARE 40'v75' OR 30'x75' UNLESS DIMENSIONED OTHERWISE INCLUDING FOUNDATIONS, FOOTINGS. ETC. SHALL NOT EXTEND INTO THE RIGHT—OF—WAY. 3 2 FINISHED FLOOR (FF) ELEVATION IS ASSUMED i0 BE 2 THSPOE MAIMENANCE OF RETAINING WALLS SHALL BE T# $ 1 1' ABOVE FINISHED PAD (FP) RENSIBILITY OF THE PROPERTY OWNER ON WHICH 0 3 FF ELEVATION SHALL BE x 2' ABOVE THE ULTIMATE 100 THE RETAINING WALL IS LOCATED ' YR FLOODPIAIN ELEVATION. 3 RETAINING WALLS GREATER THAN 15" IN HEIGHT RED1 6 4 MAXIMUM EXPOSED BEAM (EB) SHALL BE 0.7' FROM SEPARATE BUILDING PERMITS. RETAINING WALLS GREK FP. THAN 24" IN HEIGHT REQUIRE PLANS SIGNED AND —i 5 MAGNITUDE OF EXPOSED BEAM MEASURED FROM FP AS SEALED BY A LICENSED STATE OF TEXAS STRUCTURAI i SHOWN ON PLANS / IT 6 SEE SHEET 44 FOR TYPICAL PAID & SWALE OVERBUILD OR GEOTECHNICAL ENGINEER. AND SHEEP 45 FOR TYPICAL FRONT YARD ROUGH 4. SEE SHEET 44 FOR IYPICAL RETAINING WALL DETAILS GRADING DETAILS AND sIDEYARD GRADING WITH WALL DETAIL z'8 REFER i0 SHEET 5 FOR DIVISION DI —GENERAL REQUIREMENTS. REFER 10 SHEETS 6 FOR GRADING GENERAL CONSTRUCTION Nq NOTES. _ 0 NOTETHE CONTRACTOR SHALL CONTACT THE FOLLOWING AT LEAST / 48 HOURS PRIOR TO EXCAVATING IN THIS AREA ni FORT WORTH WATER DEPARTMENT 817-392-829fi ATMOS GAS 1 800-460-3030 ENERGY TRANSFER GAS 1 877-404-2730 E T%U ELECTRIC 1-800-242-9113 FORT WORTH TRANSPORTATION/PUBLIC WORKS 817-392-8100 6 FOR ALL OTHER FACILITIES WWW.TE%AS811.ORG OR 1-800-545-6W5 I� I / \ STA ]3 LT WSEL / II ULT WSEL 1 I I I I / 1 (\ 7259 ULT EL 72 ULiOly� I \ PRE LOP T 100—YR Go— Do— R FEMA F OODPIA1. II(j I� v��cH an-m I5.8 /' /78 15 9.2� 1090/�" J771 JJJJI / ST ( 6 / 6> FP = / F — FP=� I q I 70 .1 70S. A)7 9.5 711.2 ` 0 .g E A) / E A) / CIYPE A) l/ a S] 58 / ES (/ 6ByQ I n 11 n 58 4 7 I'1 1 \ 2 I Is I I6i el AA ST L 6 IDARY P "A D \1 RI RAP 0 " EC 711 5 G1 714.5 EG 719.5 ) 721.1 {W( EG 122.9 El (;ip.5 81 vIAT 0- 1935g' IN I ` �\ \� CAST IN PLACE 15917 B-0j/= MASONRY GRAVRY J\ RETAINING WALL P= � P P 6.2 ) 7 .9 \/ C 39 TC=70 19 TC=JOfi TG=70760 TC=7N g C=7f09/ TC=71266 TC=71434 TG�71603/ / '�HENOWETH WAY 4 / / f / ,I /�T L1 11 fl I) 04 B)TO=i IYM'l9 fIfOYZq Oi4��7IF 29 TC•-71-7 TG=71266 TC 7�434/ TO=71/03 i7a/',e' 1} 1T 1} AR 678/ I: 9TYPE TYPE TYPE 54 2 —07p P= CONTRACTOR EILE FIELDVERIFY THE LOCATION AND ELEVATION OF ALL E%I O CD UTILITIES AND NOTIFY THE ENGINEER OF CD RECORD OF ANY DISCREPANCIES CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING O EXISTING UTILITIES AND COORDINATING UTILITY O RELOCATIONS WHERE NEEDED (O Z CITY PROJECT NO 104831 AID, 30114-0200431-104831-EO7685 O X-27964 Z W-3006 MAPSCO NO. 032A m 1�6w wM1:�c �113e1OW. N Call Y— ay., ILLI A Q BENCHMARKS. S BM1 d AT THE INTERSECTION OF BOAT CLUB RB AND PARK DR 256't EAST CENTERLINE BOAT CLUB RD. AND 66'2 NORTH CENTERLINE PARK DR IN THE SOUTH SIDE A CONC BASE A TRANSMISSION SINGLE POLE T U ELEC TRANSMISSION TOWER LJ THE SECOND TOWER FROM THE EAST IN A SET OF FOUR. ELEv 790.297 LJ BM2 Z "X" CUT IN CONCRETE STRIP HOUSING THE Z TRAFFIC BARRICADE LOCATED NORTH SIDE OF BOAT CLUB ROAD, APPROXIMATELY 49 FEETFROM CENTERLINE OF BOAT CLUB ROAD, AND ON THE WEST SIDE OF THE ENTRANCE TO THE BOAT CLUB ROAD STORAGE FACILITY, SAID POINT BEING Of APPROXIMATELY 4 FEET SOUTH OF SOUTHEAST o CORNER OF THE CHAIN LINK FENCE HOUSING Z NATURAL CAS APPURTENANCES. BM IS APPROXIMATELY 1,047 FEET FAST OF THE INTERSECTION OF CAPE ROYALE DRIVE AND BOAT CLUB ROAD ELEV 661.60' BM#3 %" CUT ON NORTHEAST CORNER OF AN ELECTRIC VAULT LOCATED AT NORTHEAST CORNER OF THE INTERS TION OF PARK DRIVE AND BOAT CLUB ROAD. APPROXIMATELY 46 FEET EAST OF THE CENTERLINE OF BOAT CLUB ROAD, AND APPROXIMATELY 61 FEET NORTH OF THE CENTERLINE OF PARK DRIVE. SAID POINT IS APPROXIMATELY 66 FEET NORTHEAST OF THE INTERSECTION OF PARK DRIVE AND BOAT CLUB ROAD ELEV 797 44' I II I II I II I II �� II II DATE REVISION BY GRADING PLAN Northpoi me West Phase 2 CITY OF FORT WORTH TARRANT COUNTY, TEXAS Edlggg'Taw�ly. "'"" 6060 R"aM1 ��' 11. EHDressway su'I LIA IX. ..1010 Dallas,Texaa 75206 Y� FRN-F-1366 LJA PROTECT ID NT600-0204 DATE FEB 2024 1 EL GO ZALEZ DESIGN FORTUNE DRAWN STAFFORD SCALE ./ HORZ. 1" 40' VERT: N/A SHEET 40 OF 98 SHEETS LEGEND INSTALL INLE SEDIMENT BARRIER TO BE - - - INSTALLED PRIOR TO ANY - - - - - - - - PROTECTION / (ttP) LAND DISTURBANCE OR INITIAL GRADING (SEE DETAIL SHT 48) SEDIMENT BARRIER TO BE —46-9-96 - / INSTALLED AFTER FINAL GRADING AND/OR AFTER PAVEMENT CONSTRUCTION o n e 1 5• AND CURB EL -__________ DISTINBED ACREAGE G TO 54 GRADING LIMITS & —F LIMITS OF THIS CONTRACT NLET PROTECTION 1 SURFACE ROW ARROW ROCK CHECK DAM aw CorvsmucnoN ENTRANCE EXIT TRUCK WA HDOWN AREA \\\\\\ WASTE AND MATERIALS STORAGE LOCATION TEMPORARY SEDIMENTATION BASIN `\ L 0\ J_ �LOOWU+IN -� INSTALL INLE PROTECTION II L �I) C V INSTALL INLE PROTECTION • I 11 � � •ri:T I 3J. I _ _ �� rl� �1 NTATNE CONSTRUCTII ENTRANCE LOCATION (SEE NOTE #6) 6g5 1I 11 T E DEVELOPER SHALL PERFORM WEEKLY SWPPP INSPECTIONS AND SHALL O CONDUCT A RAIN EVENT INSPECTION IF THE Cltt OF FORT WORTH REQUIRES N T I NO SAVED OR PROPOSED I o Z PRIMARY OPERATOR TO LOCATE AND MAINTAIN EQUIPMENT STAGING AREA AND III O EQUIPMENT uroowry AREA. TREES ARE WITHIN THE O N 3 PRIMARY OPERATOR IS RESPONSIBLE TO SUBMIT THE N01, UPKEEP AND SWFMA BOUNDARY r° ' MAINTAIN THE CONSTRUCTION SITE IN ACCORDANCE WITH LOCAL, STATE ArvD Z I(Ull■. FEDERAL REQUIREMENTS FOR EROSION AND SEDIMENT CONTROL (TCEO CITY PROJECT NO 104831 T%R150000) FID, 30114-0200431-104831-EO7685 O / 4 PRIMARY OPERATOR SHALL IMMEDIATELY HYDROMULCH ALL DISTURBED AREAS X-27964 Z AT THE COMPLETION OF ALL GRADING ACTINTIES WITHIN THE 100 YEAR W-3006 IAIN FLOODPMAPSCO NO, 032A m 5 IF ANY EARTH MATERIAL IS TRANSPORTED FROM THE CONSTRUCTION SITE, 0 50 100 200 THE CONTRACTOR RESPONSIBLE FOR MAINTAINING EROSION CONTROL SHALL , PROVIDE STREET CLEANING ON PUBLIC STREETS ON A DAILY BASIS EARTH 1 �r MATERIAL IS NOT PERMITTED TO ACCUMULATE ON ANY PUBLIC STREETS USE OF WASN UCANH WATER TO WASH SEDIMENT FROM STREETS IS PROHIBITED. / 1�mvrN:rc ."' / 6. CONSTRTION ENTRANCE TO BE DETERMINED BY OWNER. aIlUcforoY— ynu tliy., o ] ALL PARKLAND, RIGHT OF WAY (ROW) CORNER CLIPS, AND TRAFFIC DIVIDERS Q WILL BE MAINTAINED AND MOWED BY THE CONTRACTOR FOR HIGH GRASS AND BENCHMARKS. S WEEDS EVERY 14 DAYS BM#1 2- 8 ANY PARKLAND, RIGHT OF WAY (ROW), CORNER CUPS, AND TRAFFIC DIVIDERS AT THE INTERSECTION OF BOAT CLUB RB AN ( ) PARK DR 256't EAST OF CENTERLINE BOAT THAT WERE DISTURBED DURING CONSTRUCTION WILL BE PUT BACK IN THEIR CLUB RD. AND 66'2 NORTH CENTERLINE PARK SILT FENCE INSTALLED ORIGINAL STATE OF BETTER. OR IN THE SOUTH SIDE OF A CONC BASE i0 A \ REM PHASE to TO SINGLE POLE TO ELEC TRANSMISSION TOWER REMAIN IN PLACE 9 IN THE EVENT, GRASS HAS BEEN DISTURBED N PATOR WILL IN THE RIGHT A W \ WAY, CORNER CLIPS, OR TRAFFIC DIVIDERS CONTRACTOR WILL RESTORE THE SECOND TOWER FROM THE EAST IN A SEf \ GRASS. GRASS WILL BE ESTABLISHED AT 1007. BY THE CONTRACTOR. OF FOUR. ELEv ]90.29] 10 FOR PARKLAND. ROWS/ MEDIAN. CONTRACTOR WILL USE CLEAN TOP SOIL BM2 WITH NO ROCKS TO BACK FILL BEFORE LAVING OF SOD OR HYDRO SEEDING •%• CUT IN CONCRETE STRIP HOUSING THE Z TRAFFIC BARRICADE LOCATED ON NORTH SIDE OF 11 GRADING TO BE INSPECTED BY PARD AGENT 81]-392-5]00 PRIOR TO BOAT CLUB ROAD, APPROXIMATELY 49 FEET FROM SEEDING OR SOD CENTERLINE OF BOAT CLUB ROAD, AND ON THE WEST SIDE OF THE ENTRANCE TO THE BOAT CLUB = 50' PIPELINE AND ACCESS F- EASEMENT 12 DELIVERY TICKETS OF CLEAN SOIL WILL BE FURNISHED ASAP ON REQUEST ROAD STORAGE FACILITY, SAID POINT BEING Of THIS IS IN ACCORDANCE WITH SECTION 33-1 AS IT RELATES TO RESTORATION APPROXIMATELY 4 FEET SOUTH OF SOUTHEAST g CO.R D220334415 OF THE ROW CORNER OF THE CHAIN LINK FENCE HOUSING O O.P. R.T C.T. NATURAL GAS APPURTENANCES. BM IS Z 13 FINAL LOCATION OF ONSTE WASTE AND MATERIALS STORAGE TO BE APPROXIMATELY 1,047 FEET EAST OF THE DETERMINED IN THE FIELD INTERSECTION OF CAPE ROYALE DRIVE AND BOAT Fp���7� j'//j��TTpp/�J�� �F ERAL NOTE. CLUB ROAD Lk05'fUN C'( MIT MEASURES MAY ONLY BE PLACED IN FRONT OF INLETS, IN ELEV 661 .60' l ` CHANNELS, DRAINAGEWAYS OR BORROW DITCHES AT THE RISK OF CONTRACTOR BM3 I.� CONTRACTOR SHALL REMAIN LIABLE FOR ANY DAMAGE CAUSED BY THE MEASURES, % CUT ON NORTHEAST CORNER OF NJ ELECTRIC ARNI 0 INCLUDING FLOODING DAMAGE, WHICH MAY OCCUR DUE TO BLOCKED DRAINAGE VAULT LOCATED AT NORTHEAST CORNER OF THE APPROXIMATE LOCATION AT THE CONCLUSION OF ANY PROJECT. ALL CHANNELS, DRAINAGEWAYS AND INTERSECTION OF PARK DRIVE AND BOAT CLUB 1 EXISTING OVERHEAD ELECTRIC BORROW DITCHES IN THE WORK ZONE SHALL BE DREDGED OF ANY SEDIMENT ROAD, APPROXIMATELY 46 FEET FAST OF THE LINES, CONTRACTOR TO GENERATED BY THE PROJECT OR DEPOSITED AS A RESULT OF EROSION CONTROL CENTERLINE OF BOAT CLUB ROAD, AND l I VERIFY LOCATION PRIOR TO MEASURES. APPROXIMATELY 61 FEET NORTH OF THE \ \ CONSTRUCTION CENTERLINE OF PARK DRIVE. SAID POINT IS DE -WATERING' CALCULATIONS APPROXIMATELY 66 FEET NORTHEAST OF THE pE WATERING TE= VOLUME/TIME (2-YR, 24-11R) INTERSECTION OF PARK DRIVE AND BOAT CLUB r = 48604 CF/(36 HR•60MIN/HR•60SEC/MIN) ROAD 0 3]5 Cl ELI ]9] 44' wl OUTFALL PIPE 0 0 57 HAS A X FPS MAXIMUM VELOCITY CAUTION!! II EXISTING GAS PIPELINES, CONTRACTOR TO VERIFY FAIRCLOTH SKIMMER SIZING LOCATION & CONTACT GAS PROVIDER PRIOR TO VOLUME = 48604 OF DE -WATER TIME = 36 HE CONSTRUCTION SKIMMER SIZE = 4' ORIFICE DIAMETER = 36- NOTE SEE SHEET 48 FOR FAIRCLOTH SKIMMER DETAILS TOTAL DISTURBED: DATE REVISION BY 65.5 ACRES EROSION CONTROL J NOTE DISTURBED ACREAGE ROWING TO BASIN = 13.01 AC PLAN 1 .,11SEDIMENTATION BASIN SIZING: \ PER TCEQ TPOES STORMWATER GENERAL PERMITS TXR15000 AT 3600 \ iJ' OF STORAGE PER ACRE 7 Y ,HMI_ ,H West \ ` DISTURBED AREA, 13,01 ACRES 101 Off'thpointe V Y esU. AND OCATION SITE 2-YEAR/24 HOUR VOLUME. Phase 2 �011IN V=ARE4 X DEPTH X RUNOFF COEFFICIENT NLET TON =13 01 ACRES X 43,560 SF X 24 HR X 011 NO IN X 12 N X 0 30 ACRE CITY OF FORT WORTH 4].604 OF SEDIMENT STORAGE VOLUME 1000 OF TARRANT COUNTY, TEXAS RED. STORAGE VOLUME, 48604 OF = 1800 CY V AERA STORAGE VOLUME PROVIDED 2108 CY �1� E�y, lTq. LIA \ (0 5' AVERAGE DEPTH OVER SEDIMENTATION AREA OF 0 096 AC) 6060 NONM1 PMI.. 4 S- 00 \ NOTE Dallas, Texas-06 ERN-11388 • 2 Y1/24 HOUR RAINFALL INTENSITY FOR TARRANT COUNTY IS LJA PROJECT ID 0 14 IN/HR PER THE NCTCOG 2014 ISWM MANUAL. yf`��f�,.. NT600-0204 \ • 100 YR/24 HOUR RAINFALL INTENSITY FOR TARRANT COUNTY YN+' - \ IS 0.38 IN/HR PER THE NCTCOG 2014 ISWM MANUAL !j DATE FEE 2024 l� NA EL GONZALEZ DESIGN CADMAN III NOTE THE CONTRACTOR SHALL CONTACT THE FOLLOWING AT LEAST "4 (/ssoss y4' DRAWN MAN J 48 HOURS PRIOR TO EXCAVATING IN THIS AREA 3 FORT WORTH WATER DEPARTMENT 1-81]-8]1-8296 SsroNnt f`lO SCALE / ATMOS GAS 1 866-333-666] �^�^Jf �2y VERT N/A TXU ELECTRIC DELIVERY 1-800-242-9113 CHARTER COMMUNICATIONS 1-81]-509-62]2 SHEET FORT WORTH TRANSPORTATION/PUBLIC WORKS 1-81 ]-392-81 GO 47 FOR OTHER FACILITIES WWW.TEXAS81 1 .ORG OR 1-800-545-6005 OF 98 SHEETS SOIL EROSION AND SEDIMENT CONTROL SHALL BE PROVIDED IN ACCORDANCE WITH CITY OF FORT WORTH EROSION REGULATIONS. 2 RESPONSIBILITY FOR INSTALLATION, ROUTINE INSPECTION AND MAINTENANCE OF EROSION CONTROL SHOULD BE DEFINED AND ASSIGNED TO APPROPRIATE PERSON(E) PRIOR TO COMMENCEMENT OF ANY SOIL DISTURBING ACTIVITY. 3 EROSION CONTROL MEASURES MUST BE CONSTRUCTED AND FUNCTIONAL BEFORE ANY GRADING OR LAND DISTURBANCE -ES PLACE 4 TEMPORARY OR PERMANENT SOIL STABILIZATION MUST BE APPLIED TO ALL DENUDED AREAS WHEN FINAL GRADE IS REACHED ON ANY PORTION OF SITE TEMPORARY SOIL STABILIZATION MUST BE APPLIED TO DISTURBED AREAS LEFT DORMANT FOR 14 DAYS, 5 IN THE EVENT THAT MEASURES BEING USED ARE DEEMED TO BE INEFFECTIVE BY Cltt INSPECTORS, ADDITIONAL MEASURES OR CHANGES IN THE ORIGINAL PLAN MAY BE REQUIRED BY THE CITY OF FORT WORTH 6 ALL EROSION CONTROL DEVICES SHALL BE INSPECTED BY THE SITE FOREMAN DAILY, ANY STRUCTURE OR CONTROL DEVICE WHICH IS DAMAGED OR INOPERATIVE WILL BE REPAIRED OR REPLACED IMMEDIATELY 7 SANITARY FACILITIES SHALL BE PROVIDED ON THE SITE AND REGULARLY SERVICED AS RECOMMENDED BY THE SUPPLIER TRASH & DEBRIS SHALL BE STORED IN COVERED BINS OR ENCLOSURES 8. CONSTRUCTION ENTRANCES/EXITS SHOULD BE LIMITED AND PROTECTION PROVIDED TO PREVENT TRACKING OF SOILS ONTO CITY STREETS 9 REMOVE SILT SEDIMENTS FROM STREETS, CURBS, GUTTERS, FLUMES, HANDICAP ACCESS RAMPS, CURB INLETS, STORM DRAINS AND ANY OTHER PUBLIC DRAINAGE FACILITIES DAILY OR AS ACCUMULATION OCCURS. 10 EROSION CONTROL SHOULD BE EVALUATED TO DETERMINE THE EFFECTIVENESS OF THOSE DEVICES BY THE PERSON ASSIGNED TO INSPECT EROSION CONTROL DEVICES, AND CHANGES MADE IF NECESSARY. 11 SOIL TRACKED ONTO PUBLIC ROADS SHALL BE REMOVED DAILY IF FEASIBLE, OR WHEN VISIBLY ACCUMUTATED SEDIMENT HAS BEEN DEPOSITED. DISCHARGED SEDIMENT SHALL BE REMOVED AS SOON AS POSSIBLE. 12 USING WASH WATER TO WASH SEDIMENT FROM STREETS IS PROHIBITED �y �vM^rTaNnld Maw TEMPORARY PLYWOOD CAP I 5o MIN Y TEMPORARY E IKHLL PIPE -�� RCCK �O0. REM 22.1I8 (E) roc CROSS-SECTION (2"-5' ROCNFOR q N EXISr 4 - PLANVIEW awAr u8 L J CURB INLET PROTECTION (STAGE ONE) NO SCALE 2,4"-8 DIA OPENLY GRADED ROC SECTION A 1WOVEN WIRE SH-No WITH MAX I' OPENING, MIN WIRE II=11- GRADE TO PRE�IONT FROM LFANNG SINO DE FF I RQADWAY WARRIC UINDER LINER K (MIRAFI PROFILE CONSTRUCTION ENTRANCE NO o-C C TCO.G REM 218(4) "ROCK FOR FOUNDATION" (2'-5' ROCK) ROCK CHECK DAM SEDIMENT TRAP OUTLET NO NO SCALE " �oua.nrsreuxixaJ rrxrocr�wyc_ L 9 4.1 SL6NneMU&Concrete We-1 Cen11-1 IT PLAN Aox�2moWl1'"w..4�,'4"n' cc,so INSTRUCTIONS TO OPERATOR: I 1 OPERATOR SHALL 1f- 11 RICK p)TIET -I 4 I. ACTIVELY MAINTAIN THIS EROSION CONTROL PLAN AND THE ASSOCIATED 3 3 STORM WATER POLLUTION PREVENDON PLAN (SWPPP) CROSS-SECTION n 2. POST SITE NOTICE AND/OR THE NOTICE OF INTENT (N01) PROVIDED IN SWPPP AT OR NEAR THE CONSTRUCTION ENTRANCE, "a EARTH CONTAINMENT BERM SECTION A 3 WRITE NAME AND DATE AT EACH LOCATION WHERE EROSION CONTROL NO SCALE DEVICE IS INSTALLED. �a SEDIMEt��6�AP BERM 4 SHOW ON THESE PUNS LOCATION AND WRITE NAME AND DATE OF C C(MAX) INSTALLATION ON ALL CONSTRUCTION ENTRANCES, EQUIPMENT STORAGE WIRE FABRICC((10SGAUGE10LINE WIRES MIN.) MOCO 2212 (OR EQUAL) 12 NTERMEO ATE WRES MIN) -rl CHOR ABRIC IN 4" 4" I gA�KFlLL F& COMPACT X4" TRENCH z'8 TRENCH FBACKFILL &%COMPACT +s I Gft0UN0 LINE GROUND LINE ry _ a I FLOWx 11 4. a NS as r^ STEEL P 4o5}"LBS/Fi MOR YIN Q IA S TYPICAL TEMPORARY FILTER TYPICAL TEMPORARY FILTER FABRIC WITH WIRE FABRIC FABRIC WITHOUT WIRE FABRIC Ems" E. HIGH FLOW LOW FLOW oA SILT FENCE DETAIL 0 NO SCALE SILT FENCE DETAIL LOCATIONS. MATERIAL STORAGE LOCATIONS, VEHICLE WASHES, AND SANITARY FACILITIES 5 WITH A HIGHLIGHTER, MARK THOSE AREAS WHERE VEGETATION HAS BEEN STRIPPED OR WHERE SOIL HAS BEEN DISTURBED DATE OF DISTURBANCE SHALL BE PLACED IN THESE AREAS 6 SOLID FILL WITH A HIGHUGHTER THOSE AREAS WHERE CONSTRUCTION HAS CEASED AND PERMANENT VEGETATION IS BEING ESTABLISHED 7 DATE REMOVAL OF EROSION CONTROL DEVICES AND NOTE REASON FOR REMOVAL 11 THE SWPPP 8 CROSS OUT AND DATE ANY LOTS THAT HAVE BEEN TRANSFERRED TO A ABATE OPERATOR A NOTICE OF CHANGE SHALL BE MAILED TO THE TO ED AND A COPY SHALL BE PLACED IN THE SWPPP 9 NOTIFY ENGINEER IN WRITING WHOSE SEAL APPEARS ON THESE DOCUMENTS OF ALL MODIFICATIONS AS REQUIRED BY THE TEXAS STATE aBOA D OF EGNNING OPERATOR SHALL MAKE PROFESSIOF ONAL ENGINEERS PRIOR TO CURRENT PLAN BE COMES Too CROWDED FOR USE OPERATOR SHALL F SHALLPLACE "SEE REVISED PUN" WITH DATE ON CURRENT PLAN, AND BEGIN TO USE A COPY FOR NEW PLAN FLOW CAPACITIES (IN FT 3) FOR THE FAIRCLOTH SKIMMER® Skimmer size 15' 2' zv 3" 4' S. 6' 8' 24 hours 1,728 3,20 6,234 9,774 20,1N 32,832 51,840 97,978 2 day 3,456 6,566 12,468 19,548 40,218 65,664 103,680 195,956 3 day 5,184 9,849 18,702 29,322 60,327 98,496 155.520 293.934 4 day 6.912 13,132 24,936 39,0% 80,436 131,328 207,360 391,912 5 day 8,640 16,415 31.170 4&87D 100,545 164,160 259,20) 489,890 6day 10,369 19,698 V,q 58,644 120,654 1%,%2 311,040 587,868 7 day 1ZO96 22,981 43,09 6&418 140,763 229,824 362,880 685,846 TOP VIEW xGSE ��{MD+fiFxtr $FIMWAY �, saEoe�a oa CAN P T14 N DEPTH O T1E OKRROW ATREw,RYMMT r o,o,o,o,o,o r..WNMN�N,.xAa END VIEW unx Nw SIDE VIEW M solmuIE (NO 6 ) M W.ER -.IN. s,Uac eAe FAIRCLOTH SKIMMER' DISCHARGE SYSTEM WITH EMBANKMENT I ..;+n wa«n7min_ O N NO SAVED OR PROPOSEDI i) TREES ARE WITHIN THE a SWFMA BOUNDARY Z Cltt PROJECT NO 104631 FID. 30114-0200431-104831-EO7685 O X-27964 Z W-3006 MAPSCO NO, 032A O] I 1fwwN, ,rbelOW. N �xallbeforc Yox d y., ILLI Q BENCHMARKS. S BM91 d AT THE INTERSECTION OF BOAT CLUB RB AND PARK DR 256't EAST OF CENTERLINE BOAT CLUB RD. AND 66'2 NORTH CENTERLINE PARK DR IN THE SOUTH SIDE OF A CONC BASE A SINGLE POLE T U FILEDTRANSMISSIONTOWER LJ THE SECOND TOWER FROM THE EAST IN A SET OF FOUR. ELEv ]90.29] W BM 2 "X" CUT IN CONCRETE STRIP HOUSING THE Z TRAFFBARRICADE BARRICADE LOCATED NORTH SIDE OF O BOAT CLUB ROAD, APPROXIMATELY 49 FEET FROM CENTERLINE OF BOAT CLUB ROAD, AND ON THE WEST SIDE OF THE ENTRANCE TO THE BOAT CLUB ROAD STORAGE FACILITY, SAID POINT BEING Of APPROXIMATELY 4 FEET SOUTH OF SOUTHEAST CORNER OF THE CHAIN LINK FENCE HOUSING Z NATURAL GAS APPURTENANCES. BM IS APPROXIMATELY 1,047 FEET EAST OF THE INTERSECTION OF CAPE ROYALE DRIVE AND BOAT CLUB ROAD ELN 661.60' BM#3 %" CuT ON NORTHEAST CORNER OF AN ELECTRIC VAULT LOCATED AT NORTHEAST CORNER OF THE INTERSECTION OF PARK DRIVE AND BOAT CLUB ROAD, APPROXIMATELY 46 FEET EAST OF THE CENTERLINE OF BOAT CLUB ROAD, AND APPROXIMATELY 61 FEET NORTH OF THE CENTERLINE OF PARK DRIVE. SAID POINT IS APPROXIMATELY 66 FEET NORTHEAST OF THE INTERSECTION OF PARK DRIVE AND BOAT CLUB ROAD ELEV 797 44' II I II I n I II n II GATE REVISION BY EROSION CONTROL DETAILS Northpointe Nest Phase 2 CITY OF FORT WORTH TARRANT COUNTY, TEXAS - - L N,MM Y19 LJA .4..� ..amA�vv 6060 NONM1 viral EHDressway PMrN: 48982f 0]10 Sw1ed00 i5206 FRN-F-1388 LJA PROJECT 10 A NT600-0204 DATE FEE 2034 P, EL GONZALEZ DESIGN CADMAN DRAWN CADMAN SCALE - tiQD2a VERY: N/A SHE PDR,^ CITYOF W RE 6E0 S16 2 WIREWEIRCURB INLET 48 PROTECTION 01 6713-0930 OF 98 SHEETS m NOTE THE CONTRACTOR SHALL CONTACT THE FOLLOWING AT LEAST O 48 HOURS PRIOR TO EXCAVATING IN THIS AREA, N X LEGEND V /,, BEGIN OVERLAND FLOW FORT WORTH WATER DEPARTMENT 817-392-4477 o W END OVER AND FLOW ATMOS 'ELECTRIC 866-988-926] DRAINAGE DIVIDE �( NO SAVED OR PROPOSED I o BEGIN SHALLOW -CONCENTRATED FLOW ONCOR ELECTRIC 1 81]-355-]026 0 •` PROPOSED STORM DRAIN SYSTEM p 11 F TREES ARE WITHIN THE FORT WORTH TRANSPORTATION/PUBLIC WORKS 1-81]-392-8100 N Q f1 ENO SHALLOW -CONCENTRATED FLOW OR OTHER FACILITIES 1-800-DIG-MSS o EXISTING STORM DRAIN SYSTEM - BEGIN CHANNELIZED FLOW SWFMA BOUNDARY z A-1 DRAINAGE AREA DESIGNATION / CRY PROJECT N0. DESIGN CRITERIA FID. 30114-02004311048 -10431831-EO]685 0 A-, DRAINAGE AREA ACREAGE _ X-27964 Z 1 RATIONAL METHOD OF DESIGN W- 1 I 1 SURFACE FLOW ARROW 2 DESIGN FREQUENCY MAPSCO N0. 032A m �^ o511 (A) CLOSED SYSTEM - 5 YEAR 0 Q INLET NUMBER 200 400 / �T50 1222 (B) CLOSED SYSTEM - 100 YEAR I (C) OPEN CHANNEL - 100 YEAR I r F I II \ ) O = 0.013 FOR REINFORCED CONCRETE PIPE 0.015 FOR REINFORCED CONCRETE BOX N� hat'sbOlOw. N / DESIGN POINT'C" = 0.019 FOR STREET GUTTERS [,211 before y0urli�. LJ END CHANNEUZED FLOW TBO� RAINFALL INTENSITY FROM CITY OF U NOTES: f/ I FORT WORTH STORM DRAIN MANUAL Q \ SWFMA ,f RUNOFF COEFFICIENTS BENCHMARKS: S 1 THE EXISTENCE AND LOCATION OF ALL UNDERGROUND RESIDENTIAL "A IONS C=0 30 Ism=].98 BMT1 0_ UTILRIES SHOWN ON THE DRAWINGS WERE OBTAINED I / 8 ,R BOUNDARY ]5U EXISTING CONDITION$ .. C=0.30 AT THE INTERSECTION OF BOAT CLUB RD AND FROM AVAIIPBLE RECORDS AND ARE APPROXIMATE 6F1 �, PARK DR 256 L EAST OF CENTERLINE BOAT \ 6F2 /` -� CLUB RD. AND 661 NORTH CENTERL NE PARK NEITHER THE OWNER. DEVELOPER NOR ENGINEER C 059 n 0510 ASSUMES ANY RESPONSIBILITY FOR UTILITIES PRIOR TO / 0 08 OS12 / OR IN THE SOUTH SIDE OF A CONC BASE TO A (n CONSTRUCTION THE CONTRACTOR SHALL BE REQUIRED I l 0 15 98.74 1 41 �;j4Q SINGLE POLE T U. ELEC TRANSMISSION TOWER 0 93 1 THE SECOND TOWER FRDM THE EAST IN A SET TO TAKE ANY PRECAUTIONARY MEASURES TO PROTECT / OF FOUR. ALL LINES SHOWN AND/OR ANY OTHER UNDERGROUND . 5T0 UT�ELV ]90.29] UJSNROWL BM#2 CUT IN CONCRETE STRIP HOUSING THE Z 2 CONTRACTOR SHALL VERIFY HORIZONTAL AND VERTICAL �I b^ /� / 6 09 / TRAFFIC BARRICADE LOCAIED ON NORTH SIDE OF O LOCATIONS OF ALL EXISTING UTILITIES PRIOR TO T tl / / n JO `' y/ 1p_ /��/ BOAT CLUB ROAD, APPROXIMATELY 49 FEET FROM CONSTRUCTION / / / / / / IV' / CENTERLINE OF BOAT CLUB ROAD, AND ON THE WEST SIDE OF THE ENTRANCE TO THE BOAT CLUB = 3. IMMEDIATELY NOTIFY THE ENGINEER OF ANY / T - ROAD STORAGE FACILITY• SAID POINT BEING DISCREPANCIES. I I( APPROXIMATELY 4 FEET SOUTH OF SOUTHEAST O 1 f / L CORNER OF THE CHAIN LINK FENCE HOUSING Z 4 SEE APPROVED DRAINAGE STUDY DS-22-0084 FOR Q 055 /.DST D"I 054 11 NATURAL GAS APPURTENANCES BM IS COMPLETE DOWNSTREAM ASSESSMENT. 1 III 0 - 3'10 \ APPROXIMATELY 1,047 FEET EAST OF THE 6C 4 42 / V o TRIBUTARY 2 ` INTERSECTION OF CAPE ROYALE DRIVE AND BOAT CLUB ROAD `\ ELEV 661.60' BM#3 yILV RT 'X" CUT ON NORTHEAST CORNER OF AN ELECTRIC VAULT LOCATED AT NORTHEAST CORNER OF THE INTERSECTION OF PARK DRIVE AND BOAT CLUB JURISDICTIONAL FEATURE AS - ROAD. APPROXIMATELY 46 FEET EAST OF THE DELINEATED BY LJA CENTERLINE OF BOAT CLUB ROAD, AND ENVIRONMENTPL REPOR'� APPROXIMATELY 61 FEET NORTH OF THE OF TRIBUTARY 1 DATED SEPTEMBER I6, 2021_ CENTERLINE OF PARK DRIVE SAID POINT IS A APPROXIMATELY 66 FEET NORTHEAST A THE V \ INTERSECTION OF PARK DRIVE AND BOAT CLUB 1 ROAD. JURISDICTIONAL FEATURE AS , I ELEV ]9] 44' DELINEATED BY LJA II II ENVIRONMENTAL REPORT TOO DATED SEPTEMBER 16, 2021 /// ® BID l D u(_ H1A- ULTIMATE 00-YR AT �3C]35 FLOODPWN I / A / g 2.33 5 2a SA2 4B2 aA2 OR�SF- P.I II II / / 142 5A1 1.20 124 I 054 �Q DATE 11 REVISION 11 By I � � 133 aeI 'Al 'OVERALLINTERIM o s6 DRAINAGE AREA MAP � 'NTERIM PRAINAGE AREA SUMMARY 2C III 2 2] x J I F -CA -^- 96_ ¢FOvIPMT Iol COEFFANTEDEDENT- ADENT 7- lzOR NOrthpointe West 181 0.Om 0] L.m 3 Phase E 22 ]0.' 'd' 4 IS b0 i i. 0.6] 113 4.% 1.m 3.6 ].98 Lm L11M2 \ '/, M 2.27 a6] 1.12 B6 m ].0 m ttl 0.93 a6] ass 4.es Lao Lo Lao 91a1 CM OF FORT WORTH •„ a 162 Ne Bp 3A1 0.36 0.67 0.39 ISO 4.96 1.m 1.9 ].96 Lm L3 2 .1 HUE �'.12 212 067 1s3 ssa es 1m 2 9a vm 1Ls 2 TARRANT COUNTY, TEXAS y°� 0 03 RO 0.36 a6] a3fi Lfi0 efi ]m IB 9a Lm L9 2 } �� MO�Rery4.25 LEVA \ 4A] 121 11 OE3 SSO 486 1. a0 T% 1. �� 2e AHENO NORTHPOHE i m a67 aw ssa : 1m 9 9a Lm ¢4 mi WA NpIRNpig,Yq. PHASE 1B UU HIBRO SA1 1.33 0.6] 0.89 160 4.86 1.m 63 ].98 Lm ].1SA2 6080 NorIM1 Central ExpressvaY PM1one 469 fi210]10 _ 4 04 I I .2 1.42 0.6] 0.93 160 4.86 1.m 0.6 ].9a Lm 7.6 SA1..,1 3- 00 r )ja 60 H B mH1A- a9 O6] 0.m 15.0 4% 1a0 ]9.8 98 Lao W 2 OaIWS Texas ]5206 FRN-F-1388 ---- o l'I4kTNf(// O6] 130 160 486 1m ¢3 ]93 Lm l0A 6C1603 yx }q LJW600-0204 D N8 / 1ANf rcH1B T M 96] 2m ss.a 4. m 97 w m 1m 4 s f. TREGINI DRIVE m 13 58 m 0.4 6F3 ♦ � DATE FEB 2024 +r TR-55 TIME OF CONCENTRATION CALCULATION �« �A00 �193 6F30.6] Of0 LGO 496 Lm 0.3 ]93 L. 0.6 �IF21 �IATANAEL GONZALE DESIGN fIDRE6 q IOvarlanE Flow SMINFwCmpMrabE Fl- CllannalkeIf Flow Ceneenenewn �1! /I 233 O6] 156 ss.a ssi DRAWN GsDMAN ffi I T, = 0 42. �0'Gr= V,= K.SoS T, _ �' T° = L1 + T - •n Y� 1 0.30 133 15.0 1.m 64 LmOUIV � SCALE I 60 V, 60 Vs U 9�_J HORZ. 1• = 200' 0. E E ^ m f O1 0 I S T86 ,6 11 a y` 2m 7 ° Im- n°,o' �56 F n VERT N/A I( J J e SHEEF 5 l 0 ,11 3:62Y ,et m , aalY 1 clwrrel I A 1115 1 . ,]msT 1 a29 51 £xM.,n o d PIIiu Nwn9meel pnMeepen epee V px•M1•aetn .15 per NO AlE oa .1 ¢93 am aie 1z2 aw 1.m 13 T.53 1m v TA3 OF 98 SHEETS 4 0 N NO SAVED OR PROPOSED ( TREES ARE WITHIN THE o SWFMA BOUNDARY z CITY PROJECT N0. 104831 / FID. 30114-0200431-104831-E07685 O CHAPEL HILL L S WEST LLWFMA W-30064 Z 1 C.C./ 0218219520 80UNDARV MAPSCO NO, 032A m O.P.R.T.C.T 0 200 / / i (II 1AT 61`2 11 F I N EASEMENTFLOODPI.AIT / / ( /I 'O 58 59 60 61 62 63 84 65 66 67 a 68 69 70 71 72 73 CA�}ae� W 5 A ULTIMATE / / SOB CHENOWETH WAY _� o II } BE#N' HMARKS: d 100-YR FLOODPL A TAT GA2 _ 7 r I \ AT THE INTERSECTION OF BOAT CLUB RD AND 54 PARK DR 25G'! EAST OF CENTERLINE BOAT 2 3 4 5 81 ] 8 9 10 11 12 13 14 15 18 17 / 53 DRAINAGE FACILITY CLUB RD. AND 66't NORTH CENTERLNE PARK i^ DR IN THE SOUTH SIDE OF A CON C BASE TO A too-VREA i (n FEMA FLOODPLAIN / 52 SINGLE POLE TO. ELM TRANSMISSION TOWER W /U11 ACCESS RAMP THE SECOND TOWER FROM THE EAST IN A SET / 51 18 1 20 21 22 23 24 25 26 27 28 --- OF FOUR. PREDEVELOPMENT / B / ELEV 790.297 w 100-YR FLOODPWN / 50 LAT 6B1- J-/ `� BMp2 I� ADASTRA DRIVE 1 1 \ "X" CUT IN CONCRETE STRIP HOUSING THE z TRAFFIC BARRICADE LOCATED ON NORTH SIDE OF �1 49 / / BOAT CLUB ROAD, APPROXIMATELY 49 FEET FROM O 48 47 341 33 32 31 30 29 / \ _ � CENTERLINE OF BOAT CLUB ROAD, AND ON THE a_ PREOEVELOPMENi WEST SIOE OF THE ENTRANCE TO THE BOAT CLUB Of LAT 601 \ T1 \� 100-YR FLOODPIAIN ROAD STORAGE FACILItt, SAID POINT BEING Of „/ _ \ \ APPROXIMATELY 4 FEET SOUTH OF SOUTHEAST 'I I `�' CULVERT 2 / CORNER OF THE CHAIN LINK FENCE HOUSING D 38 37 .1a1 40� - �/ 41 42 43 µ 45 II NATURAL GAS APPURTENANCES BM IS z _ - C _ L /, 1J 4 _ APPROXIMATELY 1,047 FEET EAST OF THE - AM - - - - / -I L- 6C1 - 1 INTERSECTION OF CAPE ROYALE DRIVE AND BOAT ACCES RAMP (� - TRONE WAY CLUB ROAD / _-- ��✓-r-�� �'-� _— _— - JURISDICTIONAL FEATURE ELEV 661.60' AS DELINEATED BY LIR X' C 1 �i ENVIRONMENTAL REPORT 'X" CUT CA ED AT OR CORNER OF R ELECTRIC V h .CULVERT 1 / DRAINAGE FACILITY 1\ DATED SEPTEMBER 2021 VAULT LOCATED AT NORTHEAST CORNER OF THE i EASEMEN �_ _III I` INTERSECTION IM PARK DRIVE AND BOAT CLUB CCE65 RPMP _ / \ '� ROAD. LINEO F BOAT 46 FEET EAST D THE / ✓7" \ \IIN, CENTERLINE OF BOAT CLUB ROAD, AND \JR APPROXIMATELY 61 FEET NORTH OF THE 46 /\ �� U> (� r I CENTERLINE OF PARK DRIVE SAID TPOINTOF IS /I N\ VT \ APPROXIMATELY 66 FEET NORTHEAST A THE DkNNAGE EICIUTYASEMENT ' I\ __ II \� INTERSECTION OF PARK DRIVE AND BOAT CLUB / EASEMENT // µ R \ I_ ROAD. X f S 00-YR - _ / ( � 43 ���S FEMA FLOOOPLAIN / � � ELEV 79744' I II II w `\Yl 41 P��P fN2iry0fR 100-YR FLOODPuiN - `/ G� 9 e0 FLOODPIAIN I EXISTING SDt © EASEMENT '- JURISDICTIONAL FEATURE /)/ I 11 7 D1T 48 Ra EXI EMENTAL STING SD1 /L AS DELINEATED BY LJA 39 _1X EXISTING CULVERTppB NVIRONREPORT l 10 14 A B IT .1 6 \ DATED SEPTEMBER 2021 I � 15 3 9 � LAi 4A2 9 16 { 10 = B 5 NOrytNpE KP DATE II REVISION II BY / ( / 8 yD4 8 11 12 13 14 15 w 4 pHP`'I / 36 6 17 3 3 11 ,Q © 3 OVERALL STORM 7 18 m z 1z Q 6 y Q DRAINAGE MAP DRAINAGE FACILITY // 35 _ 54 3 EASEMENT / 34 8 19 2 1 130 7 8 2 1 ¢ rX15 ZING TAT3AY1� 20 FORCHINI DRIVE __= \ A32 SDt 4 22 ¢ C 29 28 27 28 25 24 23 22 21 20 19 78 17 18 , 1� E%SITN SD3 Nort�iIpointe West 1A2 LAT 281 2C1 9 �I 'L �Il�1�SeU.Y� U. o ACCESS RAM," 2 6 ^ 24 1 2 3 4 5 8 ] 8 9 70 11 12 13 14 15 'A ❑ ❑ 9 FEMA ROODPWN \� 1 SOS A 7 {x f l FLOODPLAIN B _AT vet �` _ / w 6 CITY OF FORT WORTH EASEMENT <r 'v j r- 7' LYNMAR LANE I 5 1 1 TARRANT COUNTY, TEXAS soz A //LAT 2A2 A .r, / ULTIMATE(�•1L 2 21 20 19 18 17 16 15 14 13 12 ¢ 4 d C 100-YR FLOODPTAIN \ / Q� ORAINAGE�SEMENT \ 3 + PREDEVELOPMENT h / \ \ LJA JIAYII@@rIM bW A�AA �8 100-YR FLOODPLAIN / \ R1 _ 6060N Central Expressway Ph—E690710 _ _ R s,II L OaMWe,Teras T N FRN-F-1366 LJA PROJECT ID FOGLINE BOULEVARD 1 J/ o� NORTHPOINTE -I I C ,s�q,� M600-0204 �$ PHASE iB \ �A/ \= DATE FEB 2024 no 4c�Rfj1,�IgA1T EL GONZALE DESIGN BORES s '' 98 DRAWN .0— w ,,A tt III �.%J HORZ 1" = 200' 24 VERT: 1" NSA SHEET EE 54 ou OF 98 SHEETS .,w,.«... •"MWeW ..� +1'_LL —'_ 1 I • 1 PRELIMINARY POST -DEVELOPMENT C' FLOODPWN STUDY FOR DOSIER CREEK AND � ITS UN TA n,.e-.n V,. e...ni ixv rtEGomosslsx xwsT�xo� NNAMED TRIBURIES FOR •' �1. 1 IOINTE PHASES 1A, 1B & 2 GONE NO SAVED OR PROPOSED BY LJA ENGINEERING, INC DATED JULY, O P^°`e��ee•"n 202z. O ,,,,,, •- - �......,.„_�,._TREES ARE WITHIN THE I / " 2 ALL RADIUS PIPE JOINTS SHALL BE FULLY cD SWFMA BOUNDARY / GROUTED. H s n , m ,,.•. STA 1+02 68 SD7- "' CITY PROJECT NO 104631 Z PAV A+ 4 1 m wi.R'un4f5 FID. 30114-0200431-104831-EO7685 O Z X-27964 PAV STA I0+6567 (1450' LT) i1i"Y^"r°i°""'"°" CHEN T1 WAY STA 5+4391 SD7= ggggMm U 4n aTO W-3006 FORCHINI DRIVE STA 1+3045 EX IA(1450 "" r INSTALL 4.1 SLOPED ENO PAV STA 7+34,98 (148.92' LT) \6�6, auM6e l! x� MAPSCO NO. 032A m NSTALL - 1 STD 15' CURB INLET PAV $TA 10+]0.66 (t 450' LT) '° HEADWALL >s �. C = 743.57 FL = 738.82 FORCHINI DRNE rya=J -i. STA 3+9499 SO]= CHENOWETH WAY CONNECT i0 INLET INSTALL INSTALL 5' X 5' DROP INLET PAV STA 7+34.99 (000' THROAT = 726.6 'Z _0 20 40 80 E% 21" AT3A1 .w. nayCHENOWETH WAY 10' WIDE MAINTENANCE INSTALL 5' SO JUNCTION BO APRON =728.6FLEMING RANCH ACCESS RAMP ® CHEWAY PDASTRA DRIVE WAY N14aw w�N:rcUelow.QSDV STA 0+77.15 (0.00' )2] uNcrorc Y-ag.n2 BEGIN GRADE -TO -DRAIN T"'BENCHMARKSAT THE INTERSECTION OF BOAT CLUB RD AND F1,00 AIN 30 11 PARK DR 256't EAST OF CENTERLINE BOAT ASEMENT V�— y- ^ r 26 -i '''ppp wQ CLUB RD. AND 66'2 NORTH CENTERLINE PARK 1 I / 100-YR FLOODPLAIN Q ` OR L THE TUhi SIDE TRANSMISSION A CONC BASE i0 A SINGLE POLE TU ELEC TRPNSMISSION TOWER 1 1 THE SECOND TOWER FROM R1E EAST IN A SET W \ INSTALL 29 SY TYPE A" —EMA OF FOUR. ELEV 790.297 LT! DRY RIPRPP (12" DEEP) >>3. �4 12 81 BOUNDARY gM2 7 0 "X" CUT IN CONCRETE STRIP HOUSING THE _ \ ,'.� JA TRAFFIC BARRICADE LOCATED TE NORTH SIDE OF Z a -- --- - III BOAT CLUB ROAR, APPROXIMATELY 49 FEET FROM O 2 3 SD7 - A- - 42" RCPX567 5�/ CENTERLINE F OAT CLUB ROAD. AND ON THE 42" RCP WEST SIOE G THE ENTRANCE TO THE BOAT CLUB 24' ,\g - - - --- - --- ---- - ---- -- -- -- I ROAD STORAGE FACILITY, A FEET SAID POINT BEING Cf IIj7J y \'( J o l APPROXIMATELY 4 FEET SOUTH OF SOUTHEAST }� I \• �1 ^ /_ lI "]10 13 y CORNER OF THE CHAIN LINK FENCE HOUSING O NATURAL GAS APP104J URTENANCES. BM IS z APPROXIMATELY , FEET EAST OF THE VLSI E ST"ET \ JURISDICTIONAL FEATURE ]O6 f INTERSECTION OF CAPE ROYALE DRIVE AND BOAT _ AS DELINEATED BY REPORT JO 0-1 CLUB ROAD ENVIRONMENEM REPORT oa 1 N I ® ELEV 661 .60' PAV STA 10+6567 (145D' W) DATED SEPTEMBER 2021 ^O'Q �- STA 1+5427 EX 503= 14 BM3 FORCHINI DRIVE /n "%" CUT ON NORTHEAST CORNER OF AN ELECTRIC _ PAV STA 10+J31J (1450' RT) 9 I III VAULT LOCATED AT NORTHEAST CORNER OF THE X TO TA 74379S FL 20 39RD41NLET l 0 FORCHINIDRN CE / CONNECTNNECT TO INLET Li \ INTERSECTION OF PARK DRIVE AND BOAT CLUB w II ROAD,,APROAPPROXIMATELY FEE EAST THE 69 ` CENTERLINE OF BOAT CLUB ROAD, AND APPROXIMATELY fit FEET NORTH OF THE CENTERLINE OF PARK DRIVE. SAID POINT IS APPROXIMATELY 66 FEET NORTHEAST THE SD7 NTERSECTION OF PARK DRIVE AND BOAT CLUB SD3 LAT3A1 ROPD 1+0C 1+00 0+00 1+00 2+00 3-OD 4+00 5+00 ELEV 79744' _ II I F "I I F xz 1 1 755 — E7 55 755 — � — 755 730 — ^ ` ^ > ^ � —tElIS7NG �IT�3 f — — — — s 735 v ErrF ��—�— _ �Iw — � — w— — �— G.U,JD J �I 3� 1i oIH1 �— .:— -- I IF 2-e GATE REVISION BY `IIVII$ _ _ _ ®PI 750 �Is�� 750 750N� 750 725 _ w i_ �, z ;° 730 STORM DRAIN PLAN & _ LL I —+I I--�I --- P -- I -- I N I F�—F— —— r I +I —/ / I ,✓ �Oc /�I( PR _ v E \ i PROFILE ---SD3,LAT3A1&SD7 —— 5T_-1) a 745 / ® — E lx% I / 725 I I ;e 745 745 745 720 1 1 �1 --- - - - --- - - - I NT RD— --�-- ��}-- T R _ _E --- Northpoi me West .4 —� o n N ]Phase 2 I 81� L_ YE GL // UL IM TE DO Y __ ®2 y 740 r 7401740 -- — 740 715 — —---t7�1L�, Ia1L —�—�� ,a, Li � 720 CITY OF FORT WORTH TARRANT COUNTY, TEXAS „:'735 —�—'�� 735 735 �� !;m - 735 710 -" I �V / '�-- 715 LA 1 11 EILIA z8 F / / -- Sm1ed001 :11. EHDressway 1...11210710 g 730 _ 730 730 730 705 f " ujl��TFs ®.z1- -- 1 y(PS 779 -- 1 — -15 Dallaa,T ars26s mn -F-lass N -- 9 FT 710 LIN PROJECT m A NT600-0204 �o'=•§'j — --IIII—^" --7—a ^II ' ----- �I -- I —+I —�—"— --- I I I �I J—�I �I;^_ —+64I z CaFF`S ^ \IC^II 'N —TII--- I ---- —+I `-5T—'u+�-l1� 6}I CIr IC^LLIII — I -- � I _— nLLJ -- �Z��_T ArL*** .Z_`.3: VAEERT: S5FHEE9E , ET = 20q '24 DESIGN FLORES S I I ..DRAWN SffOAD E" T5 725 0�n725�— rv}''a T 705725 725ice700 11 720 695 of 96 SHEETS BACKFILL IN ACCORDANCE WITH SECTION 33 05 10 _ mm.�.m a.�ma.m. m.. tlVNRER rc II� m a,rA =I p - �,�JI USE BACKFILL — _ TRENCH GEOTEXTILE �LLJ1I—j�LL/ ABOVE PIPE FABRIC B SPRING -LINE All O wam,s TL - JpQ-OPCRUSHED ROCK PER \Y•�SECTION 33 OS 10N5:,6" MIN AND 12 MAX.BEDDING - 12" MIN. TRENCH WALLCLEARANCE (TYP.) . gEByEyI ,w....0 a. ia•...o, n. varo,'•" M 1 1 1 CITY OF FORT WORTH, TEXAS REWSE1 FORT 1' EMBEDMENT SEWERDOh10302 ALRRCP L SIZESTORM 33 05 10-13402 X W n D9 ,D r µ� �� ISNn B n�BT...... f ... .;II :: = ABSNED N«x Il:: Lru SPECIAL NOTE TO DESIGN ENGINEER: • �(� vw sscnax ss ps ID THE DESIGN FOR WEEP HOLES SHOULD van .• BE INCLUDED IN THE HEADWALL DESIGN.- L IN AND I'cro) °cEc F � ORTWORT 01101 FORT WORTH, TEXAS REVISED 04-30-2021 RMNF ER I RCIED CONC ENT FOR ESE BOXhALL SIZES 1 33 05 10-D403 ,mmnam.x,x EARS A (I4) s'�rm A F'ORTWORTH CITY OF FORT WORTH, TEXAS REVISED 04 30-2021 STANDARD STORM DRAIN INLET 33 49 20-D405 iii (SHEET 1 OF 2) t °iGDflit J (14) L � h BASS BMEB(N) .\ E4 . U.) BARE E (w) BARs==Bs M (I4) BARE C s D (14) „wa-e I BANS E (44) I I BARS G (14) I SAKE N (14) ORTWORT I CRY OF FORTWORTH,TEXAS I 111111114 30-2821 STANDARD STORM DRAIN (SHEET 2 OF 2) INLET 3349 20-D405 0 N 0 NO SAVED OR PROPOSED TREES ARE WITHIN THE o SWFMA BOUNDARY z CITY PROJECT NO. 104831 ED 30114-0200431-104831-E07685 O X-27964 Z W-3006 MAPSCO NO 032A IYi r E I RBnYW vSbelow. N Callb,f 'you Jig. n BENCHMARKS S B.#1 11 AT THE INTERSECTION OF BOAT CLUB RD AND PARK DR 256'3 EAST OF CENTERLINE BOAT CLUB RD. AND 66'i NORTH CENTERLINE PARK DR IN THE SOUTH SIDE OF A CONC BASE TO A SINGLE POLE T U ELEC TRANSMISSION TOWER LJ THE SECOND TOWER FROM THE EAST IN A SET OF FOUR IELEV 790 297 W " X' C CUT CONCRETE STRIP HOUSING THE B Z TRAFFIC BARRICADE LOCATED TE NORTH SIDE OF O BOAT CLUB ROAD, A CLUBMROAD, 49 FEET FROM WEST OF BOAT CLUB ROAD, AND ON THE WEST SIDE OF THE ENTRANCE TO THE BOAT CLUB ROAD STORAGE FACILITY, SAID POINT BEING APPROXIMATELY 4 FEET SOUTH OF SOUTHEAST O CORNER OF THE CHAIN LINK FENCE HOUSING z NATURAL GAS APPURTENANCES. BM IS APPROXIMATELY FEET EAST OF THE CAFE INTERSECTION OF CAPE ROVALE DRIVE AND BOAT CLUB ROAD ELEV 661 .60' BMp CUT ON NORTHEAST CORNER ELECTRIC VAULT LOCATED AT NORTHEAST CORR NERR OF - INTERS CTION PARK DRIVE AND BOAT CLUB ROAD, APPROXIMIM ATELY FEET EAST THE CENTERII OF BOAT CLUB ROAD, AND APPROXIMATELY 61 FEET NORTH OF THE CENTERLINE OF PARK DRIVE SAID POINT IS APPROXIMATELY 66 FEET NORTHEAST THE INTERSECTION OF PARK DRIVE AND BOAT CLUB ROAD ELEV ]9] 44' DATE REVISION IS, STORM DRAIN DETAILS Northpoi to West Phase 2 CITY OF FORT WORTH TARRANT COUNTY, TEXAS LJA Fa�yinNriny, Ina fi0fi0 NOMiCentr, Expressway Epee 400 LJA Ph 469621 D710 Dallas, Texas75206 FED �✓_ FRN-F-IM WA PROJECT ID NT600-0204 DATE: FEE 2024 N4TANAEL GONZALEZ O �'s's,o DESIGN: WA DRAWN WA ENa �24 SCALE HORZ N/A MERT N/A SHEET 85 OF 98 SHEETS jlII �ll) / � XI� INI���I :� • . 7 1' 1' STANDARDV UNCTION BOX UARE ` 33 49 10-13409 REA E (RE9DENnIFASTREETS, FINISH GRADE —01I .. CCEI LE FILL I I . iV D, GF.DM; xtTH 6EAL I �. ....- AC DRDAN� w H —I... ....... : 6- RENFGR NT (L PD6D2) ,5- RENT—D CDNCRETE 1-111T D, PANS) [--a "MR TREATED 6U6DR.'E it w�3 D DE oDDD�oG FIN. 6 DETAIL A 33 05 10—D402 EMBEDMENT FOR RCP STORM SEWER ALL SIZES aV-An (azown F-1 A smarz) 'rs nNroRxD cwcxeTc 1—HT IL (L F—I x -HIS;•,..... � I ae.Tev m,w �s oeev •• II x IT I rf . c6Nv Nu[o wm wusi Recx a ux (NLRHB) aca uANNAL DETAIL B 33 05 10-D403 EMBEDMENT FOR STORM SEWER CONCRETE BOX ALL SIZES 7 0 N NO SAVED OR PROPOSED TREES ARE WITHIN THE o SWFMA BOUNDARY `F° Z CITY PROJECT N0. 104831 no 30114-0200431-104831-E07685 O X-2]964 Z W-3006 MAPSCO NO 032A IYi NanvwvSbelow. N Callb,--you Jig. W BENCHMARKS S BM#1 C- AT THE INTERSECTION OF BOAT CLUB RD AND PARK DR 256'3 EAST OF CENTERLINE BOAT CLUB RD. AND 66'i NORTH CENTERLINE PARK DR IN THE SOUTH SIDE OF A CONC BASE TO A SINGLE POLE T U ELEC TRANSMISSION TOWER LLl THE SECOND TOWER FROM THE EAST IN A SET OF FOUR ELEV 790 297 X' C W " CUT CONCRETE STRIP HOUSING THE B Z TRAFFIC BARRICADE LOCATED ON NORTH SIDE OF O BOAT CLUB ROAD, T CLUB 49 FEET FROM CENTERLINE OF BOAT CWB ROAD, AND ON THE WEST SIDE OF THE ENTRANCE TO THE BOAT CLUB ROAD STORAGE FACILITY, SAID POINT BEING APPROXIMATELY 4 FEET SOUTH OF SOUTHEAST O CORNER OF THE CHAIN LINK FENCE HOUSING z NATURAL GAS APPURTENANCES. BMIS APPROXIMATELY 1,047 FEET EAST OFF THE INTERSECTION OF CAPE ROVALE DRIVE AND BOAT CLUB ROAD ELEV 661 .60' BM#3 AVCUT ON NORTHEAST CORNER ELECTRIC VAULT LOCATED AT NORTHEAST CORNER OF THE INTERSECTION IM PARK DRIVE AND BOAT CLUB ROAD, UNE OXIMBOAT L FEET EAST D THE CENTERLINE OF BOAT CLUB ROAD, AND APPROXIMATELY 61 FEET NORTH OF THE CENTERLINE OF PARK DRIVE THE POINT IS ELY APPROXIMAT66 FEET NORTHEAST THE INTERSECTION OF PARK DRIVE AND BOAT CLUB ROAD ELEV ]9] 44' DATE REVISION IS, STORM DRAIN DETAILS Northpointe West Phase 2 CITY OF FORT WORTH TARRANT COUNTY, TEXAS LJA Fi�yiPwriPg, Ina fi0fi0 NOMiCentr, Expressway &,, 400 LJA Ph 469621 D710 Dallas, Texas]5206 FRN-11W WA PROJECT ID NT600-0204 DATEFEE 202DESIGN: %'5-T WA DRAWN WA SCALEHORZ N/A VERT N/A SHEET 86 OF 98 SHEETS AM.v,... wn I CITY OF FORT WORTH, TEXAS OR7 WORT . STANDARD 5' SQUARE REVISED: 6ro9no22 JUNCTION BOX 334910-D410 RIPRAP RIPRAP GRADIATION GRADUATION 12OFHICKNESTHICKNESS H PRAP S O OF RIPRAP SQUAREIME H PASSNG SQUAREME"SH PASSING 161NCH 100 101NCH 100 121NCH 10.1. OINCH ]0-100 O INCH db-]6 fi INCH 61NCX 3045 31NCH 2O-00 31NCH 1020 1-121NCH 045 ,PI. INC. 0.10 'BEDDING RADIATION 6"THICKNESS OF RIPRAP SIEVE SIZE PERCENT SOUAREMESH PASSING ]INCH 100 Inn INCH 65100 34 INCH 264W 3M INCH 6d0 N..O 0.10 RIPRAP GRADIATIONS 38"THICKNESS OF RIPRAP SIEVE SIg PERCENT SH SQUARE MEPASSING 441NCH 100 311NCH 65-100 301NCH 60-80 18 INCH 26-46 121NCH 10.26 8 INCH 0.10 RIPRAP ORADIATIONS 24"THICKNESS OF RIPRAP SIEVE SIZE PERCENT MESH PAS SING SSING 301NCH 100 241NCH 85.100 181NCH IS IS 121NCH 25.50 8 INCH 10-W 6 INCH 0-16 BEDDING GRADUATION 8" THICKNESS OF RIPRAP SIEVE SIZE PERCENT SH SOUAREMEPASSING 61NCH 100 ]INCH 65n00 1.1l21NCH 40.80 3M INCH 2— N. 4 0-12 RIPRAP GRADIATIONS 1"THICKNESS OF RIPRAP SIEVE SIZE PERCENT SQUARE MESH PASSING 361NCH 100 301NCH 65.100 .::CH - I 101NCH 2560 12INCH I- 8INCH 0.10 RIPRAP GRADIATIONS 10" TNICKNESS OF RIPRAP SIEVE SIZE PERCENT SQUARE MESH PASSING 211NCH 100 181NON 65.100 121NLH 3Sfi5 B INCH 1— B INCH 5.26 41NCH 0-15 1PIZ— � =I ci- •i.a. •®....1 — ELGEmL9Y a®ur nm „ mr.wuavrv.am OF ORTWOR I cmERST STE PS 334910-D414 7b 1 \ I'II R v II \I M II 11 ORTWORT I CITYOF FGRT woRTH, TEXAS I REVI65D osaozor TYPICAL MANHOLE I I` 334910-D415 PIPE PENETRATION 0 N (NO SAVED OR PROPOSED( o TREES ARE WITHIN THE o SWFMA BOUNDARY O z z CITY PROJECT N0. 104831 no 30114-0200431-104831-E07685 O X-2/964 z W-3006 MAPSCO NO 032A IYi R—Ma,Gt'Abelow. N Call b,f -you dig. W n BENCHMARKS S BI 1 AT THE INTERSECTION OF BOAT CLUB ID AND PARK DR 256't EAST OF CENTERLINE BOAT CLUB RD. AND 66'i NORTH CENTERLINE PARK DR IN THE SOUTH SIDE OF A CONC BASE TO A SINGLE POLE TU ELEC TRANSMISSION TOWER LJ THE SECOND TOWER FROM THE EAST IN A SET OF FOUR ELEV ]9029] W X'C "X" CUT CONCRETE STRIP HOUSING THE B z TRAFFIC BARRICADE LOCATED TE NORTH SIDE OF O BOAT CLUB ROAD, APPROXIMATELY 49 FEET FROM WEST OF BOAT CLUB ROAD, AND ON THE WEST SIDE OF THE ENTRANCE TO THE BOAT CLUB ROAD STORAGE FACILITY, SAID POINT BEING APPROXIMATELY 4 FEET SOUTH OF SOUTHEAST O CORNER OF THE CHa1N LINK FENCE HOUSING z NATURAL GAS APPURTENANCES. BMis APPROXIMATELY 1,047 FEET EAST OFF THE INTERSECTION OF CAPE ROVALE DRIVE AND BOAT CLUB ROAD ELEV 661 .60' BM#3 CUT ON NORTHEAST CORNER ELECTRIC VAULT LOCATED AT NORTHEAST CORNER OF THE INTERSECTION PARK DRIVE AND BOAT CLUB APPROXIMATELY FEET EAST THE CET CENTERLINE OF BOAT CLUB ROAD, AND APPROXIMATELY 61 FEET NORTH OF THE CENTERLINE OF PARK DRIVE THE POINT IS APPROXIMATELY 66 FEET NORTHEAST THE INTERSECTION OF PARK DRIVE AND BOAT CLUB ROAD ELEV ]9] 44' DATE REVISION [By STORM DRAIN DETAILS NOm>thpointe West Phase 2 CITY OF FORT WORTH TARRANT COUNTY, TEXAS LJA Fi�yinNriny, I— fi0fi0 NOMiCentral Expressway Epee 40 MA PM1One 4896210I10 Gallas, T0exas 75206 FE 0 FRN-11386 WA PROJECT ID NT600-0204 DATE: FEE 2024 N4TANAEL GONZALEZ r`,,5 �� DESIGN: WA DRAWN WA �24 SCALE E HORZ LNIA .,TT N/A SHEET 87 OF 98 SHEETS T_ — �w�.rz yam., ,�.,..,. e I J a •u wm,wrcwv srza au�e: w,« w snxu o-.cxxws .s s.ox. �. r.is ocw,. FoRT�WORTH_ I CITY OF FORT WORTH, TEXAS I REVISED 04-30-2021 CONCRETE PIPE COLLAR 33 41 10-D416 PROFILE NEW - COVER D I—. A.- �rax,E wom� PROFII F VFW — FRAME I�Dee low 1 UBT PtVR,�, I CITY OF FORT WORTH, TEAS I REVISED: 9109I2022 STORM DRAIN MANHOLE FRAME COVER AND 33 OS 13-D417 GRADE RINGS , I I oT o ooR "°" E RE ID, .._ Z, O'er .w,..,.. lw�'.r•.I ,.. I _, 1..� CONCRETE REYAOWALL�S °r iO I. a• SKEW R1BE Cu vEarS OR,., N iW O Reinforced Concrete Pipe o� ,,,an View E Line Lire Elevation -eMI Even gE o bEE E L y 8Flow dLine Elevation -Centerline Even o a Fbw Fbw Mre Llre Elevation -Tons Even NO �' nwwea mews. Tongue and Groove Pipe tl1" 128 Fwmi lT Reducere-Option I ° i PORTORRR 7 0 N NO SAVED OR PROPOSED TREES ARE WITHIN THE o SWFMA BOUNDARY D CITY PROJECT NO. 104831 AD 30114-0200431-104831-EO7685 O X-27964 Z W-3006 MAPSCO NO 032A IY] Rn atsibelow. N Call lur4,.c yQHm�. w n BENCHMARKS S BM#1 li AT THE INTERSECTION OF BOAT CLUB RD AND PARK DR 256't EAST OF CENTERLINE BOAT CLUB RD. AND WE NORTH CENTERLINE PARK DR IN THE SOUTH SIDE Cl A CONC BASE TO A SINGLE POLE T U ELEC TRANSMISSION TOWER LLl THE SECOND TOWER FROM THE EAST IN A SET OF FOUR ELEV 790 297 W BM'2 X" CUT CONCRETE STRIP HOUSING THE Z B TRAFFIC BARRICADE LOCATED ON NORTH SIDE OF O 49 FEET FROM BOAT CLUB ROAD, T CLUB CENTERLINE OF BOAT CWB ROAD, AND ON THE WEST SIDE OF THE ENTRANCE TO THE BOAT CLUB ROAD STORAGE FACILITY, SAID POINT BEING APPROXIMATELY 4 FEET SOUTH OF SOUTHEAST 0 CORNER OF THE CHAIN LINK FENCE HOUSING z NATURAL GAS APPURTENANCES. BM APPROXIMATELY 1,047 FEET EAST OFTHE INTERSECTION OF CAPE ROVALE DRIVE AND BOAT CLUB ROAD ELEV 661 .60' BM#3 CUT ON NORTHEAST CORNER ELECTRIC VAULT LOCATED AT NORTHEAST CORNER OF THE INTERSECTION PARK DRIVE AND BOAT CLUB IV L FEET EAST D THE ROaD, THE OF CENTERLINE OF BOAT CLUB ROAD, AND APPROXIMATELY 61 FEET NORTH OF THE CENTERLINE F PARK DRIVE POINT IS THE MAT APPROXIELLY 66 FEET NORTHEAST THE INTERSECTION OF PARK DRIVE AND BOAT CLUB ROAD ELEV ]9] 44' DATE REVISION BY STORM DRAIN DETAILS Northpoi kte West Phase 2 CITY OF FORT WORTH TARRANT COUNTY, TEXAS L+A gylnMrjPR° Ilto. fi0fi0 N N ntral xpresaway llA:401 ZJA PDone 469621 D710 Dallas, Texas 75206 PEG FRN-11096 WA PROJECT ID NT600-0204 DATE: FEE 2024 N4TANAEL GONZALEZ O 'a's,o� DESIGN: WA DRAWN WA ENS �24 SCALE HORZ N/A VERT N/A SHEET OF 9IIB SHEETS m X -7 ' 1-1 HIGH POINT D, EG 728.5 CHAPEL HILL WEST, LLC C.C.# D218219520------- O.P.R.T.C.T. 5'X5' DROP INLET EDGE OF APRON = 728.6' THROAT = 726.6' END LEFT SIDE SLOPE TRANSITION AT LOT LINE A, 68/69, BEGIN LEFT SIDE SLOPE 2:1. MAINTAIN 1' CURB ON RIGHT SIDE (SECTION F-F) TO DROP INLET. n � EG 728.9 F�� EG\728.8 EG 728.9 1 EG 729.8 EO -- - �L . \T28.1i �1 T29.4' T28.9'1 B24.6 B25.4 B26.3 --- � \ ' orI \22� �' 24.3 � N-- \ o- Lq FP_ 4 P= 723.0 \ 72 m (TYP E A) \ P E A) \ � 66 6 f STONE GRAVITY RETAINING WALL / / I 11 1 7 1 `1 NO SAVED OR PROPOSED TREES ARE WITHIN THE SWFMA BOUNDARY 0 10 20 INSTALL 122 SY OF 6" CONCRETE. FEET N n I EG 7 /5.0 I•• i - .. ---..... . .� T31.8 F T34.1 HP o ; B28.1 B29.4 27.3 �� 28 °° ' 27.0 N ro FP FP= N 72 .6 729.2 m (TYP A) ( PE i 68 69 END GRASS LINED PRIVATE SWALE (SECTION A -A) AT LOT LINE 69/70, BEGIN 6" CONCRETE PRIVATE SWALE. BEGIN LEFT SIDE SLOPE s TRANSITION FROM 3:1 TO 2:1. BEGIN 1' CURB ON RIGHT SIDE. ,`39 PHASE 2 BOUNDARY '`36 A EG 737.2 EG 73 T335 T, \ T37 2 A _41_�\T3,9. B31.0 B32.7 B34. 30.6 32.3 6 \30 3 32 C \ FP- \ FP 730.9 732.6 A) 04 � Y STONE GRAVITY RETAINING WALL 20' VAGE .ITY MENT \� R SWFMA (TYPE A) BOUNDARY 71 LE3END 52.3 SPOT ELEVATION FP FINISHED PAD ELEVATION TO TOP OF CURB EG EXISTING GROUND MFFE MINIMUM FINISHED FLOOR ELEVATION FLOW ARROW PROPOSED RETAINING WALL x )).)9 PROPOSED TOP / BOTTOM OF WALL ELEVATIONS x ee.eE PROPOSED END OF WALL ELEVATION SWFMA SWALE / EXHIBIT NORTHPOINTE WEST PHASE 2 LJA Egppeermq. In LIA PAGE 1 5050 N.hh C.ht4 Expressway Ph 600 fi210710 OF 2 S..re Dallas, Taxes 75M F. F13M NO SAVED OR PROPOSED TREES ARE WITHIN THE SWFMA BOUNDARY Co :tf 5'X5' DROP INLET p X/OF EDGE OF APRON = 728.6' o c wTHROAT = 726.6' v v Ev END LEFT SIDE SLOPE v TRANSITION AT LOT LINE 'v v 4 68/69, BEGIN LEFT SIDE OPE 2:1. MAINTAIN 1' CURB RIGHT SIDE(SECTION DROP INLET END GRASS LINED PRIVATE CONSTRUCTION JOINT SWALE (SECTION A —A) AT LOT PHASE 2 LINE 69/70, BEGIN 6" N.T.S. BOUNDARY CONCRETE PRIVATE SWALE. BEGIN LEFT SIDE SLOPE LINE/TOP INSTALL 122 TRANSITION FROM 3:1 TO 2:1. OF CURB SY OF 6" BEGIN 1' CURB ON RIGHT SIDE. CONCRETE. 0' o + 1.0' + 1.0' I IMF I I�ui I lam I I�� I I� i I I I I, _I 20' PUBLIC DRAINAGE EASEMENT LOT EXISTING GRADE FINISH PAD PROPOSED GRADE -- --�,- ----�--�y t� �--�� Ft� '� ��, �, � . . . . �. � --YK� . III ,fit op P—f .E. TO Nf ; TW+3_0' N M T TW+9n' o � .:. : ' Tw+1 n': 4- n RELATIVE VERTICAL ELEVATION BASED ON BOUNDARY ELEVATION 68 r � LOT y 10 O R I� 10 OFFSITE EXISTING� / GRADE Y 4 FINI PAD FREEBOARD / MAX: 0.6 FT Jr trE�.r•' MIN: 0.5 FT 25% TYP. 33.3% MAX 25% TYP. 33.3% MAX RETAINING WALL SECTION A —A NTS TOP OF BOTTOM WALL OF WALL 69 OFFSITE F' 1' TALL X 0.5' WIDE CURB 6" CONCRETE —SEE SECTION ABOVE 2:1 MAX PROPOSED J RETAINING GRADE WALL SECTION F—F NTS 70 SWFMA 71 72 BOUNDARY JOINT SEALER 3/4" REDWOOD 7/8" X 5" SLEEVE I 3" - 91, 212" 1/2 " BARS ® 12 " C-C SHALL SERVE AS DOWELS. DOWELS SHALL BE ASPHALT COATED 12' ON FREE END. TRANSVERSE EXPANSION JOINT SPACE 100' C-C AND USE AT ENDS OF CURVES - P.C. AND P.T. N.T.S. 0 6" CLASS A CONCRETE • WITH #3 BARS AT 12" O.C. a' a • BOTH WAYS 1.5, - SECTION F—F CONCRETE SECTION NITS NOTE: FILL AREAS SHALL BE COMPACTED TO 95% STD. PROCTOR DENSITY SWFMA SWALE AT OPTIMUM MOISTURE CONTENT EXHIBIT PRIOR TO CHANNEL EXCAVATION NORTHPOINTE WEST PHASE UA Egpjneering, Inc. LIA PAGE 2 OF 2 se e— CNe t4 E%Pf I.Y Phone ass 6210710 Dallas.. Terns 6 F1- m X W RWIA MASONRY WALL SCHEDULE -1500 psf - 6VAH BATTER H B III C CI A T G 1'-0" 1'-0" 0'-0" 0'-10" 0'-2" 0'-2" 1'-0" SEE B/RW3 2'-0" 1'-I' 0'-I" V-11" 0'-3" I'- 1" 1'-3" SEES/RWS 1'-9" 0'-0" 1'-0" 0'-4" 0'-6" 1'-9" SEE B/RW3 4'-0" 2'-3" 0'-0" 1'-1., 0'-5" 0'-8" 2'-3" SEE B/RW3 B'-0" 2'-11' 0'-1" V-3" V- I" V-11" 2'-9" 0'-11" 6'-0" 3'-1' 0'-1" 1'-6" 0'-7" 1'-0" 3'-W 0'-11" 7'-0" 3'-9" 0'-7" 1'-9" 0'-8" V-2" T-2" 1'-0" 1500 Psf 8'-0" 4'-8" 0'-9" 2'-0" 0'-10" V- 4" 3'-11" 1'-2" 9'-0" 5'-3" V 2" 2'-3" 0'-11" V-6" 4'-1" 1'-4" 10'-0" 6'-3" 1'-5" 2'-6" 1' 1" 1'-8" 4'-10" 1'-6" 111- 0" T. 3" 11- 9" 2'- 9" 1'- 3" 1'- 10" 5'- 6" 1'- 8" 12'-0' 1'- 2" V-2" 3'-0" V 5" 2'-0" 6'-0" 1'-30" 13'-0. 9'-5" 2'-5" 3'-3" 1'-8" 2'-2" 7'-0" 2'-0" 14'- 0" 101- 0" 3'_4" 3'- 6" 1'- 9" 2'- 4" 61- 8" 2'- 2" 15'-0" 11.-0" 3'-6" 3'-9" 1'-11" 2'-6" 7'-6" 2'-4" 1600 psf 16'-0" 11'-7" 3'-9" 4'-0" 2'-1" 2'-1" 7'-10" 2'-6" 1700 psf 17'-0, IT 3" 4'-0" 4'-3" 2'-2" 2'-10" W-3" 2'-8" 1800 PSI` IS,- 13'-0" 4'-3" 4--6" 2'-4" 3'-0" 8'-9" 2'-30" 1900 psf 19'-0" 13'-9" 4'-6" 4--9" 2'-5" 3'-2" 9'-3" 3'-1" 2000 psf 20'- 0" 14'- 6" S.-O., 51- 0" 2'- T' 3'-4" 9'- 6" 3'-2" 2050 psf ACEIVE \ftL DESIGN CRERIA PASNVE IXlE11IDENT.1 SEMI Q. S-PETOP B SLPPEBOT 9t PRESSURE 0. PRESSURE $> PRIMON SURCHARGE a 15M psf 14.3 deg 14.3 deg 30 deg 30 deg 0.3 0 psf RW1/1 MASONRY WALL W/ 6VAH BATTER {��—r� amTarm.tn RW1/2 WALL SECTION W/ FENCE POST �oxreww�mn��'"wrtan C r� u x.s RW1/3 TYPICAL PLAN VIEW AT CORNER RW1/4 TYPICAL PLAN VIEW AT BASE NO SAVED OR PROPOSED TREES ARE WITHIN THE SWFMA BOUNDARY 1. Design Building Code International Bmlding Cotle, 2. G•dechnical Raped Coefficient of Friction between Base of Wall — Soil -0 30 Backfill SOII Parameters. Backfill Sotl - Nature) Clays or Fill Soils Base Soil Parameters Soil at Toe --hil, Undidurbed or RII Shcs The backfill soli angle of intemal tildiw referred to above is a wmpwRe angle of Inlemal fdc0on and indodes boM wh.,.h antl angle d intemal friction d Me wile TM1e usedvery we[or vary tlry backfill soil shoultl be evcid.d TM1e used M1eevy egmpmen[wiMin 3'-0"d Me wall mould damage Me wall and should be avmd,d. Locate base of walls on uMisWrbetl or premdy wmpacled wtl 4. Meladalc Avenge density of masonry stone wall varies from I. pd l0146 pd Size of.... within wall vanes from 4"ta 18' LmsM1etl concrete wilM1 orwMod reber is acceptableW be usetl in Me well consWction Dreinega zone ma[enals may be wmposetl of Gean gravel a stone reiging from 1" W 5' —hid! wnaete is acwpWble prewtled it is clean antl generally free of dust or oMer deletrims malenals Portland Cement Modar for Relalning Wall Cwstiudion ThePOcement witM1th used forwnsirucliondthe above grede podiwdthemawnry stone retaining wells sM1.11 ll be prowtletl Me following pmpoNons per cubm yeM d concrete The PONantl cenreM hill supplier shall provide "batch tickets'clearly,hdilab.g that the appropriate amount of materials are provided in each concrete miser imck load The batch ti, L shall Geady mdiwle the em.. .d R. etl, the tla[e, Me projed name ant sM1ell be preceded to OiriSavers, LLC for review, documeMatmn, antl file Contenk Amount per wblc yard Type F Fly Ash g4 Ibs F— Aggregate(santl) 3.250 Ibs POWNe Water 236 Ibs Type 1 Podland Cement 376 Ibs Ad!-- Euwn 1. 48 oz averege Concrete retarders such as "Euwn 100 Retarder" may be used d Me discretion of Me masonry wall wbador. A greater amount d rot , (about 64 ounces) is typically used during hot penotls antl a lase amount d retaMer (abort M ounces) is typwlly usetl during cod..M., Please note Mat Me above propoNons vnll provide a PaNantl cement mwlarwM a wmpressrve sirengM of about f— W00, D,dSavers, LLC does not require any wncrete tesiing prevlded Me above poportions are verified by way of the —h tickets" 6. C... tredlon Reviews D—vers, LLC sM1e11 be c.II.d for w —lbbn review of masonry wall 6. R.Wieiag Wall Design Coa.tr Ll R,Wining walls shmId ml have solid fence placed on top of wall other than Mat sbown on Mese plans. Retaining walls sM1e11 not M1eve atldd—I surcharge placed above Me wall —than Met shown on Mese pills Retaining walls shall not M1eve slope M base or ice of wall Mat.—d. Mat wM1mM1 is shown on th.. plain The retaining walls noted abw,,N.i, spwial design Minor variatiws in Me WIM110111 d the retaining walls from these documents may be aweph d at the discretion of Me design engimer RETAINING WALL DETAILS AND NOTES �.1Rw 0112p1a RW 1 Northpointe_Swale-Offsite Plan: Swale-Offsite 4/24/2024 Geom: Swale-Offsite Flow: Flows-Offsite Swale-Offsite 1 734 733- 732- 731- 100 � v ° x 730 W i w 729- 728 727 NO SAVED OR PROPOSED TREES ARE WITHIN THE SWFMA BOUNDARY Legend WS 100-YR Ground - o 12�2 LO M d (O 00 m . 72C N fi0 SO 100 120 0 20 40 Main Channel Distance (ft) Exhibit "C" CITY OF FORT WORTH STORMWATER FACILITY OPERATION AND MAINTENANCE PLAN The only responsibility the City of Fort Worth has in the operation and maintenance of this Facility is inspection. General Maintenance Procedures The structural and functional integrity of the Facility shall be maintained at all times by removing and preventing drainage interference, obstructions, blockages, or other adverse effects into, through, or out of the system. Periodic silt removal shall occur when standing water conditions occur or the pond's storage volume is reduced by more than 10%. Silt shall be removed and the pond/basin returned to original lines and grades shown on the approved engineering plans. In addition, corrective measures are required any time a basin does not drain completely within 72 hours of cessation of inflow. NO STANDING WATER IS ALLOWED in basins designed for dry detention purposes. Accumulated litter, sediment, and debris shall be removed every 6 months or as necessary to maintain proper operation of the basin. Disposal shall be in accordance with federal, state and local regulations. Detention facilities shall be mowed monthly between the months of April and October or anytime vegetation exceeds 12-inches in height. To prevent debris from entering and clogging the downstream storm sewer system a wire mesh screen or similar screening device shall be installed over the outlet until final acceptance. 4. PREVENTIVE MAINTENANCE/INSPECTION Visual inspections of all components will be conducted every 6 months. A log shall be kept of maintenance actions, and inspections. The log should document the condition of the detention system's primary components, mowing, and silt, litter and debris removal dates. Document aeration of the basin bottoms and replanting to prevent the sealing of the basin bottom. Written maintenance and repair records shall be maintained by the party or parties signing the attached Agreement and shall be provided to the City upon request. STORMWATER FACILITY MAINTENANCE AGREEMENT Rev. 03/01/2022 BN 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 system REPAIRS REPAIRS DATE NOTES REQUIRED MADE STORMWATER FACILITY MAINTENANCE AGREEMENT Rev. 03/01/2022 BN Berm or Embankment Settlement Location of erosion Evidence of Animals Evidence of Aquatic life Condition of Aeration Foundation STORMWATER FACILITY MAINTENANCE AGREEMENT Rev. 03/01/2022 BN