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HomeMy WebLinkAboutContract 61154Date Received: 3/20/2024 Permit No.: SWFMA-24-0003 Time Received: 11:42 am City Secretary No.: 61154 STORMWATER FACILITY MAINTENANCE AGREEMENT THIS AGREEMENT, made and entered into this day 20th , of March , 20 24 by and between LNR AIV, LLC, a Delaware limited liability company, hereinafter referred to as "Landowner", the Sendera Ranch Master Association, Inc., and Sendera Ranch Single -Family Area Association, Inc., hereinafter referred to as "Association" and the City of Fort Worth, hereinafter referred to as "City". WITNESSETH WHEREAS, the Landowner is the owner of certain real property described as a tract of land situated in the Matthew Ashton Survey, Abstract No. 1, Denton County, Texas according to the deed recorded in Document No. 2023-91440, Deed Records, Denton County, Texas, hereinafter called the "Property". WHEREAS, the Landowner is proceeding to build on and develop the Property according to the Site Plan/Subdivision Plan known as Madero Phase 5 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 STORMWATER FACILITY MAINTENANCE AGREEMENT Rev. 03/01/2022 BN OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX 1 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 Denton 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 FACILITITY PROPERTY TO MAINTAIN THE FACILITY, INCLUDING, BUT NOT LIMITED TO THE BED AND BANKS OF THE DETENTION POND; ANY DAMAGES CAUSED TO PERSON OR PROPERTY DUE TO (1) FLOODING OF THE POND AND ITS BANKS, (2) SLOPE FAILURE OF THE BANKS OF THE POND, OR (3) FAILURE OF THE POND OR ITS BANKS TO OPERATE IN A MANNER CONSISTENT WITH CITY OF FORT WORTH CRITERIA; 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 Denton 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 LNR AIV, LLC as Landowner hereunder shall expire and be of no further force or effect upon the transfer ("Transfer") by LNR AIV, LLC to the Association of legal title to the Facility Property, save and except for any liabilities, indemnities and obligations of LNR AIV, LLC as Landowner hereunder which have accrued and are due, payable and/or performable as of the date of the Transfer and which shall expressly survive the Transfer. [REMAINDER OF THIS PAGE TO REMAIN BLANK] STORMWATER FACILITY MAINTENANCE AGREEMENT cJ Rev. 03/01/2022 BN Executed this 20th day of March CITY OF FORT WORTH Darin amraAdafF Dana Burghdoff (Mar-O, 20241:05 CDT) Dana Burghdoff Assistant City Manager City of Fort Worth Date: Mar 20, 2024 Approved as to Form and Legality: Matthew Murray SR. Assistant City Attorney City Attorney's Office Date: Mar 20, 2024 20 24 LANDOWNER LNR AIV, LLC a Delaware limited liability company � </�' By: Nathan Holt Its: Authorized Signatory Date: _3 / �1 I W ASSOCIATION Sendera Ranch Master Association, Inc., and Sendera Ranch Single -Family Area Association, Inc. —e avis Ttc- Rnard Member Date: ATTEST: aaq 4FOR>➢oa °o1d 0!'g dVa o=0 eza°°�p a°an ns4pp Contract Compliance Manager: Jannette S. Goodall By signing, I acknowledge that I am the City Secretary person responsible for the monitoring and administration of this contract, Date: Mar 20, 2024 including ensuring all performance and reporting requirements. n Rebecca Owen (Mar 20, 202409:44 CDT) Rebecca Owen Development Manager Date: Mar 20, 2024 OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX STORMWATER FACILITY MAINTENANCE AGREEMENT 6 Rev. OV0112022 BN STATE OF TEXAS § COUNTY OF TARRANT § This instrument was acknowledged before me on March 20th, 2024 by Dana Burghdoff, Assistant City Manager of the City of Fort Worth, on behalf of the City of Fort Worth. l�/n���-�� WENDY L BEARDSLEE Notary Public, State of Texas o PRY PUe` Notary Public STATE OF TEXAS ' Notary I.D. 13323719-3 �4rFOF�e}e MJuly 28, 2025 y Comm. Exp: LANDOWNER STATE OF § COUNTY OF § BEFORE ME, the undersigned authority, a Notary Public in and for the State of �{1 j -Z.-QAG on this day personally appeared 1+ (name), A, k kAn `Z 13',•n(*)0C 10 0 t 1 (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 I N[N AN (entity), a L C-� (entity type) and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this day of C�¢(C,�,_ , 20�. Notary u Notary Publle Stet', of Arizona c� Maricopa County Jennifer Zinner My Commission Expires?/12/2026 Commission Number 630214 STORMWATER FACILITY MAINTENANCE AGREEMENT 7 Rev. 03101 /2022 9N STATE OF �Q S COUNTY OF TOk I '(A A itsinstrumentwas acknowledged before me on 61�AY� CT (,L,t) QI, ~ nn Y-A fAtw1 ev' , authorized representative, acting on behalf of the G nL1t 1[1ckr 1.CM `01 �ttC.-+ �r,n tle, rhLh f N6Fy Public, State of JNotary I G 131 WI34 rr Notary ID #13150234b MY Commission Expires October 11, 2027 STORMWATER FACILITY MAINTENANCE AGREEMENT Rev. 03/01/2022 BN EXHIBIT "A" INSERT LEGAL DESCRIPTION STORMWATER FACILITY MAINTENANCE AGREEMENT Rev. 03/01/2022 BN EXHIBIT "A" 4.697 ACRE STORM WATER FACILITY MAINTENANCE AGREEMENT BEING 4.697 ACRES OF LAND SITUATED IN THE MATTHEW ASHTON SURVEY, ABSTRACT NO. 1, CITY OF FORT WORTH, DENTON COUNTY, TEXAS, AND BEING A PORTION OF A TRACT OF LAND DESCRIBED AS TRACT 2 TO LNR AIV LLC BY DEED RECORDED IN COUNTY CLERK FILE No. 2023-91440, REAL PROPERTY RECORDS OF DENTON COUNTY, TEXAS AND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING AT A POINT ON THE NORTH LINE OF SAID TRACT 2, FROM WHICH A 5/8-INCH CAPPED IRON ROD STAMPED "PELOTON" FOUND FOR THE NORTHWEST CORNER OF SAME TRACT BEARS SOUTH 89°36'09" WEST, A DISTANCE OF 1001.83 FEET; THENCE NORTH 89°36'09" EAST, WITH SAID NORTH LINE, A DISTANCE OF 54.40 FEET, FROM WHICH A 5/8-INCH CAPPED IRON ROD FOUND FOR THE NORTHEAST CORNER OF SAME TRACT BEARS NORTH 89°36'09" EAST, A DISTANCE OF 958.95 FEET; THENCE SOUTH 00°19'50" EAST, OVER AND ACROSS SAID TRACT 2, PASSING A 5/8-INCH CAPPED IRON ROD STAMPED "UA SURVEYING" (HEREINAFTER REFFERED TO AS "5/8-INCH CAPPED IRON ROD") FOUND FOR THE NORTHWESTERN MOST CORNER OF A TRACT OF LAND DESCRIBED AS TRACT 1 TO LNR AIV LLC IN SAID RECORDED DEED AT 116.23 FEET, AND CONTINUING WITH THE WESTERLY LINE OF SAID TRACT 1 FOR A TOTAL DISTANCE OF 166.23 FEET TO A 5/8-INCH CAPPED IRON ROD FOUND; THENCE DEPARTING SAID WESTERLY LINE, OVER AND ACROSS SAID TRACT 2, THE FOLLOWING COURSES AND DISTANCES: SOUTH 89°40'10" WEST, A DISTANCE OF 86.05 FEET; SOUTH 00°19'50" EAST, A DISTANCE OF 341.53 FEET TO THE BEGINNING OF A CURVE TO THE LEFT HAVING A RADIUS OF 220.00 FEET AND A CHORD THAT BEARS SOUTH 06°34'05" EAST, 47.81 FEET; WITH SAID CURVE TO THE LEFT, THROUGH A CENTRAL ANGLE OF 12°28'30", AN ARC -DISTANCE OF 47.90 FEET; NORTH 89°40'10" EAST, A DISTANCE OF 114.81 FEET TO THE WESTERLY LINE OF SAID TRACT 1; THENCE WITH SAID WESTERLY LINE, THE FOLLOWING COURSES AND DISTANCES: SOUTH 00°19'50" EAST, A DISTANCE OF 480.15 FEET TO A 5/8-INCH CAPPED IRON ROD FOUND FOR THE BEGINNING OF A CURVE TO THE LEFT HAVING A RADIUS OF 425.00 FEET AND A CHORD THAT BEARS SOUTH 06-46-27" EAST, 95.39 FEET; WITH SAID CURVE TO THE LEFT, THROUGH A CENTRAL ANGLE OF 12-53-13", AN ARC -DISTANCE OF 95.59 FEET TO A 5/8-INCH CAPPED IRON ROD FOUND; SOUTH 26°26'05" WEST, A DISTANCE OF 15.25 FEET TO A 5/8-INCH CAPPED IRON ROD FOUND FOR THE BEGINNING OF A CURVE TO THE LEFT HAVING A RADIUS OF 425.00 FEET AND A CHORD THAT BEARS SOUTH 61-37-27" WEST, 66.14 FEET; WITH SAID CURVE TO THE LEFT, THROUGH A CENTRAL ANGLE OF 08-5513011, AN ARC -DISTANCE OF 66.20 FEET TO A 5/8-INCH CAPPED IRON ROD FOUND; Page 1 of 4 EXHIBIT "A" 4.697 ACRE STORM WATER FACILITY MAINTENANCE AGREEMENT SOUTH 57°09'42" WEST, A DISTANCE OF 117.40 FEET TO A 5/8-INCH CAPPED IRON ROD FOUND FOR THE BEGINNING OF A CURVE TO THE RIGHT HAVING A RADIUS OF 390.00 FEET AND A CHORD THAT BEARS SOUTH 73°21'03" WEST, 217.47 FEET; WITH SAID CURVE TO THE RIGHT, THROUGH A CENTRAL ANGLE OF 32°22'42", AN ARC -DISTANCE OF 220.39 FEET TO A 5/8-INCH CAPPED IRON ROD FOUND; SOUTH 89°32'24" WEST, A DISTANCE OF 327.12 FEET; THENCE DEPARTING SAID WESTERLY LINE, OVER AND ACROSS SAID TRACT 2 THE FOLLOWING COURSES AND DISTANCES: NORTH 00°27'36" WEST, A DISTANCE OF 60.00 FEET; NORTH 89°32'24" EAST, A DISTANCE OF 202.32 FEET; NORTH 00°27'36" WEST, A DISTANCE OF 124.97 FEET; NORTH 89°32'43" EAST, A DISTANCE OF 330.61 FEET; NORTH 00°26'49" WEST, A DISTANCE OF 494.09 FEET TO THE BEGINNING OF A CURVE TO THE LEFT HAVING A RADIUS OF 100.00 FEET AND A CHORD THAT BEARS NORTH 09°05100" WEST, 30.03 FEET; WITH SAID CURVE TO THE LEFT, THROUGH A CENTRAL ANGLE OF 17°16'21", AN ARC -DISTANCE OF 30.15 FEET TO THE BEGINNING OF A CURVE TO THE RIGHT HAVING A RADIUS OF 275.00 FEET AND A CHORD THAT BEARS NORTH 09°01'30" WEST, 83.14 FEET; WITH SAID CURVE TO THE RIGHT, THROUGH A CENTRAL ANGLE OF 17°23'20", AN ARC -DISTANCE OF 83.46 FEET; NORTH 00°19'50" WEST, A DISTANCE OF 331.72 FEET TO THE BEGINNING OF A CURVE TO THE RIGHT HAVING A RADIUS OF 65.00 FEET AND A CHORD THAT BEARS NORTH 44°40'11" EAST, 91.92 FEET; WITH SAID CURVE TO THE RIGHT, THROUGH A CENTRAL ANGLE OF 90°00'02", AN ARC -DISTANCE OF 102.10 FEET; NORTH 89°40'12" EAST, A DISTANCE OF 15.87 FEET TO THE BEGINNING OF A CURVE TO THE LEFT HAVING A RADIUS OF 5.00 FEET AND A CHORD THAT BEARS NORTH 44°40'27" EAST, 7.07 FEET; WITH SAID CURVE TO THE LEFT, THROUGH A CENTRAL ANGLE OF 89°59'30", AN ARC -DISTANCE OF 7.85 FEET; NORTH 00°19'18" WEST, A DISTANCE OF 96.07 FEET TO THE BEGINNING OF A CURVE TO THE RIGHT HAVING A RADIUS OF 65.00 FEET AND A CHORD THAT BEARS NORTH 04°03'55" EAST, 9.94 FEET; Page 2 of 4 EXHIBIT "A" 4.697 ACRE STORM WATER FACILITY MAINTENANCE AGREEMENT WITH SAID CURVE TO THE RIGHT, THROUGH A CENTRAL ANGLE OF 08°46'26", AN ARC -DISTANCE OF 9.95 FEET TO THE POINT OF BEGINNING AND CONTAINING A CALCULATED AREA OF 4.697 ACRES (204,589 SQ. FEET) OF LAND. AaronT,. Uxowfi, R.P.L.S. Registered Professional Land Surveyor Texas Registration No. 6702 LJA Surveying, Inc. 3017 West 7t" Street, Suite 300 Fort Worth, Texas 76107 t 682-747-0800 TBPELS Firm No. 10194382 Page 3 of 4 November 7, 2023 GBTM SENDERA, LLC CC#2020-132253 R.P.R.D.C.T. 5/8"C.I.R.F. "PELOTON" (C-M.) S89-36-09"W 1001.83' (TRACT 2) LNR AN LLC C.C.# 2023-91440 R.P.R.D.C.T. U J r+� J Ln N Q N I- �"26 oio z O W N N N d mU 0 DETAIL "A" NOT TO SCALE L1 \ V POINT OF SEE 11 DETAIL 11 BEGINNING _ N89032'43"E ,if1, R1' J N J L11 -rLJA" J L9 C/b CURVE CENTRAL ANGLE Cl 12'28'30" C2 12'53' 13" C3 8'55'30" C4 32'22'42" ''-' LJA" 0116.23' ". ..It MATTHEW ASHTON SURVEY ABSTRACT NO. 1 5/8"C.I. R. F. (C.M_ N89'36'09"E 958.95' (TRACT 1) LNR AIV LLC C.C.# 2023-91440 R.P.R.D.C.T. 4.697 ACRES //-204,589 S.F. �D J RADIUS CHORD BEARING 220.00' S06'34'05"E 425.00' S06'46'27"E 425.00' S61'37'27"W 390.00' S73'21'03"W o I C5 1716'21" 100.00' N09'05'00"W C6 17'23'20" 275.00' N09'01'30"W c I C7 90'00'02" 65.00' N44'40'11"E 3 I C8 89'59'30" 5.00' N44'40'27"E I C9 8'46'26" 65.00' N04'03'55"E X LEGEND W N "LJA" 5/8" CAPPED IRON ROD FOUND STAMPED "LJA SURVEYING" y CIRF CAPPED IRON ROD FOUND o C.C.# COUNTY CLERK'S FILE NO. R.P.R.D.C.T. REAL PROPERTY RECORDS, DENTON COUNTY, TEXAS 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 N THE RESULT OF THE APPLICATION OF A COMBINED SCALE FACTOR OF 1.00015063 FROM THE ORIGIN (0,0). DATE: 11/07/2023 EXH I BIT "All o PAGE 4 DRWN BY: K.R.B. 4.697 ACRE STORM WATER FACILITY 5 I CHKD BY: A.C.B. MAINTENANCE AGREEMENT Z OF 4 SITUATED IN THE PROJ NO. 0112 MATTHEW ASHTON SURVEY, ABSTRACT NO.1 N CITY OF FORT WORTH, DENTON COUNTY, TEXAS LINE L1 L2 L3 L4 L5 L6 L7 L8 L9 L10 L11 L12 L13 L14 BEARING N89'36'09"E SOO*19'50"E S89'40' 10"W S00' 19'50"E N89'40' 10"E S00' 19'50"E S26'26'05"W S57'09'42"W S89'32'24"W N00'27'36"W N89'32'24"E N00'27'36"W N89'40' 12"E N 00' 19' 18"W CHORD LENGTH 47.81 ' 95.39' 66.14' 217.47' 30.03' 83.14' 91.92' 7.07' 9.94' DISTANCE 54.40' 166.23' 86.05' 341.53' 1 14.81' 480.15' 15.25' 117.40' 327.12' 60.00' 202.32' 124.97' 15.87' 9 6.07' ARC LENGTH 47.90' 95.59, 66.20' 220.39' 30.15' 83.46' 102.10' 7.85' 9.95' 300 0 300 1 INCH = 300FT. LJA Surveying, Inc. 3017 West 7th Street Phone 682.747.0800 Suite 300 Fort Worth, Texas 76107 T.B.P.E.L.S. Firm No.10194382 EXHIBIT "B" MADERO PHASE 5 CONSTRUCTION PLAN SHEETS: • DRAINAGE AREA MAP • STORM DRAIN PLAN & PROFILES • SWALE PLAN & PROFILES • GRADING PLANS • STORM DETAILS • EROSION CONTROL PLAN U-NC CAS WELL SRE AG_ ROADS _ NSLRucTW� p�{ Nmrs: [y 1. THE FJ0.tiTTEF1ICE N10 LOGnON OF ALL UNDERGROUND 9G +� UDU116 SHOWN ON THE DMWIN'M WFRIE ORTNNED FROY AVNUBLE RECORDS AND ARE MPRO%tWTE NEITHER THE OWNER DEVELOPER NOR ENGINEER 3q ASSUMES ANY RESPONSIBILITY FOR UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL BE REWIRED ae TO TN(E ANY PRECAURONARY MEASURES TO PROTECT i ALL LINES SHOWN AND/OR ANY OTHER UNDERGROUND UTILITIES NOT OF -011 OR NOT SHOWN ON THE PLANS. 2. CONTRACTOR SHALL VERIFY HORRRD ONTAL .0 VECAL A�F• LOCATIONS OF NNSTRUCIION.� EIOSRNG MUTIES PRIOR TO E^ ]. IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES C SEE APPROVED DRAINAGE STUDY DS-2]-0004 FOR Ag COMPLETE OOWNSRNFAY A4ESSYEM. jCC�t•� Ilt�% UMIMV L UWIL,IV LMILMI RATIONAL METHOD LEGEND D=NC CAS DESIGN FREOUE ACCESS ROAD TO _---- BE IEfDrAlEO (A) OLDSED SYSIE61 3 YEAR r DRAINAGE OMDE (8) CLOSED MrEM 100 YEAR PROPOSED STORM GRAIN SYSTEM (C) OPEN CHANNEL 100 YEAR C r E%IS'RNc STORK GRAIN SYSTEM O-CM, 0 - FLOW IN CUBIC FEET PER SECOND - CFS � SURFACE ROW DIRECTION C - WHOM COEFFICIENTS A-3• RESIDFNIVL - 0.67 OFSI—. I - INTENSOY IN INCHES PER NOOK FROM THE C11Y OF FORT WDATH SIOR4 DUN WANUAL 6Y ACRE,CE DRAINAGE AREA 13 MIN 11 - 7.98 A - DRNWLE AREA IN ACRES FRACTIONAL DRNNACE AREAS n ROUGHNESS COEFFICIENT 0.013 REPNFORCED CONCRETE PIPE 0.0/3 RENRORCED CONCRETE BOA( 0.019 SWEETS AND GUTTERS RIGHT-OF-WAY AREAS wW o[ If w,rnr A.0 a a n e am �.• � :-+�:' •+w wn rover � NIUNw A- o m^ NAE a,. ..—�..,,..• ... .,. n. ^m ...........y— --1r .........-'i SWALE :M........_..n_u. PHASE {mm —— =—.0.81 LPt4oe9 ce— » — — II Z -]EROADERO oo (_/C'_ Z _... _ry._ _..A........._.... — — — -- s...T..�........_tiy ._..0 mM. • ��...... _57 _ _UAL _RL ^ � y--}•_•lr.....-au:i- tiiri- nn _ _- __• -.•J - im- -YR 4aR +,N eS i.M i cL !--A�Lo � d>, A� �d+ 61 P. IAA w .. w ..... i F �..."^....... a a as u� i �d! if1 fdf e, } i� nrwory, y CITY PROJECT NO. 101 ir��Rw.iiiiir+i_.vutiiu---- iN� 11FU2WIJ1-101E36-EO)60.S ... .......ar WPSCO NO OS-C •" M•,IE— — - T-ia SWALE 4 m. ma., to ' R I L:11210W. PHASE{ n�11�a:m,r ^'^ _ _IOiw""'•n^' - C�IILMao li,. 4De9 +�'•r• a ; 13L'E�•+,�''�,��,H�''M���A�R�K�S� 0 E 4 n •F.M. NO 1. _ ^ I w ( I ROUME CUF WAIN '%' IN CQAEA AT BACK ES CURB LASE 4 .. .._ - .. w*:w w R 104089 r. IIn . v uw _._wu_ •.u. .,u� w_-u wn N 90M1 SOE OF RJUE. RWD 3 43' WEST OF I�.�N9MY WAY CENIFIWNE FLEV ]S2et µ >a s LP..mry.�_..W vu u n•nw N_ W NWE CU NO 2• ..31. J"L ,siw : n _ I XE . _ _ _ _ - _ ur_rvu�'_; -?.Z i5= WNE CUf 11TIH Y IN CENTER AT BACK OF CURB W, er P _ _ i�W r:rtu en, aA, w ere'Y.'i,Tnu n"u'-v+'iae '.�,-i'Tw.� - _- suw:wo RIDGEAT ....... ^o •Ave an• or w _ _ _ ROAC ELEV ow r uw A .: ^ ......... r« __ �. •.. uv'im a :.•TIED am• �., .: w ' w • w,m a., wrw,a' inu PRIVATE SANE 051-REACH 1 / MOM RINSE / ORN 105480 AREAS 2C SEE PLAN & PROFILE SHEET 74 FOR SECRON AND SKATE CALCULATIONS I�PHASE J AREAS V ! =I 4I PLAN B: PRORLE SHEET 74 FOR SECTION AND SWALE CALCULATIONS 10JHB0 gj;.PRMATE WALE AREA Y1 SEE SHEET W FOR PRNATE WALE 4 (SWALE VI) CALCULATIONS DATE RENSIOH I BY MI PEACH 2 ARG JC SEE PLAN t PROFILE SHEET 71 FOR SECIION AND SWALE CALCUunONS mMGm PHASE] OVERALL DRAINAGE CPN 10JNe0 AREAS 3C1 SEE SHEET M FOR PRNATE SANE 3 CA1LUunONS AREA MAP • SHADEDAREAS CAS REFERENCE D I FACE HEG-AREA OF THE FULL DRAINAGE AREA FOR MNAM WALE 3 TINE FLOW CNCULATFO USED N THE NEC-RAS SYNE MODEL UFSIRF.W FLOW CHANGE INTERIM CONDITIONS _. MAOERO PHASE J � �� �� FOR ORNLED MIORAOUC OUTPUTS ._. CPN 1074e0 OnInALI•nlNbutlnpUltlConLl p1'F?bw C•NWa;on Vtlu010DA, I�� L'' DA. .n,.,l I,I.I I •� Madero INS x �z: A Phase 5 teu 729 CITY OF FORE WORTH /cF.l y�r.l.1 6.eFF 1'a 2a ]'T DENTON COUNTY, TEXASE _ SA e3 t4.0 PH•II. Sw 6 UINmb ConeNlom FIONGMcuI•Non »INe• I I N'. �Y1s WN•r C•n4Rutln9 Na• Otyr CeW G+Wy, II {DO 3C1Y ST4I 1]JMf�. TA,wf TSEO6 n»yiPN-F�208 usDE SAL DS T L.K PROTECT NO- W111! SAMOSCOY NT=0 OI 12 041E: LAY 2® NOTE THE GDNTHKTDR SHALL CONTACT THE FOUDA'ING AT LEAST •' 4 I N HOURS PRIOR TO EXCAVATING IN THIS AREA MOM I• w 2, FORT WORTH WATER GEPARIMFM 1-917-392�477 nw[L J. e[ITd VEp4 IVA AIM OS GAS 1-BCD-SIS-BOOS TXU ELECTRIC DELNERY 1-BOD-711-9112 �.Y,axs kg SfET K CHARIER COUMUNIGIIOFS 1-817-309-62M pyl FORT WORTH TRVISRORTAnON/PUBLIC WORKS 1-817-]92-12]4 A /N^7 50 FOR OTHER FACRRIES WWN.mASBII.ORG OR 1-BW_5+5tB003 OF IV yfE1S "r` N01E THE CONTRACTOR 6RN1 CONTACT' WE FOLLOWING AT LEAST NOTES aw. w mu• I I ri .+. '..x�iawn�l r I.r.rsrl w I .wu - n r.......... _...... __....... ..._ _. _- _ RB HOURS PRIOR 10 EXCAVATING IN THIS IAFA: N u .» I u+ .0 n• u•"" - - r. 1. WE EIGSTENM AND w � : .. .w W. " • FORT WORM WATER DEPARTMENT 1-817-7p3-M77 NOEACROUtD U11111fE5 SHOOYM ON TIE r E Ev .m :YI X u 1 -C •! ATAOS CAS N OF 1-eW-513-eWe OWMNGS WERE fIBfNNED FROM AVN R w v .. i ": � ... � .- .. .. .. + ,. ." • .- � .. a.1 .s a . ... ` ` :. .„.Xa u" 1%11 EIECRUC DELNERY 1-eW-]11-0112 O ' .r 0 6 E6aW RECORDS AND AAE APPR %IWIE NFT71 WE OWN DEYTLOPFTI NOR FNgNEER rn . •n � n.. ETC ,.� ,. .. .. .. '/ .•"'- �....m..y..�..�.9oNT. .T'r.�.A�.�.iwr. ..,^Ymm°... e!! ..yAP.I.I.TM .I._.A.R.... E.w`^t...A.l..�!..1..NM.� ...Ry .. CEINTFIT COMMUNICATIONS i-01]—SOD-82T1 O ,• it -' I ASSUMES AM' R6PON4BIVIT i0R VERITIES 1 :�. I I. k..KR ��0.81 - - ` ... ,` •u FORT WORTH 7RANSPORdTON/PUBUC WOPo(6 1-017-302-11SF PRIOR TO CONSTRUCTION. TIE CONTRACTOR 1 NM ♦ED T .. I .... SHA . BE REQUIRED TO TNQ ANY t - - R 1tP--lN.}n r•L Y -{-.p' = FOR OTHER FAgUO6 WWN.TE%iW1 LORD OR 1-BW-S{S-e005 PRECAUTIONARY MEASURES TO PROTECT' ALL ip 14 @ i } _ {- r • I .' UN6 SHOWN AND/OR ANY OTHER .M-Lsi�t..V-.il... .. tp ! IM........ F ._... __. f ......... i au I rl'e I � �. i'�.. �r. nl "I..� iri 1 w I' .. rwvi..I: I ".1 . 1..I .X.., ' UNDERGWtO VTIUR6 NOT OF REICORO ....1A_.. ._.AIR._ _..H!' ._nM. N!!_:._xP........AIv.........IM........!.!1.........IP.........T.:1........_...7__ [e9.. OR NOT SHOWN ON THE PIItS Z .! ` I I I " II�+ R, AMID C1OR SWL IONS HO U- EAST .. Y._....]M_. _fit_ T.iL_.-.kN- .xr ..._iW... iL %!.. .. 1 .Al._.........._: ... t..-J U I FAO PN�I`,!e • 1 I-J� UTILIIIFS PRIOR 10 CONSOF TRUCTONENSIINC I—��— i P F 1_..— - AR... I CPN 10H3ee • IYI'R I i� I / SERfN�APD _ F N L_..� . �" J _ ( ryTO BE DISICREEPAANNCCiES NOTIFY T E ENGINEER OF ANY •.e '�`� •` - von` - Min SEE MPROhD a �.w•-' ________-_ v ___ ____ _ -_ ...___ - _--__ _ _ ___ __ . _ R COMPLETE DO'Mt61PEW I ! 1 I IN I C „, _ ►- `"`• ��,..- EPA aowEVA�m F . �"� . - - Tr -� .- f��1••- s. 05,us a Fo RNNwE sTUDr To SE CONSMI`CTD /�, .-•�^ - _ '� u.*R .. ---_� - - w f_...... _„'._ __ ..m., �. .. _-1...n=---uE r E-3..�e — _ _ _ -- -.� - _�rT:�.�'_=�- 1 o ARE, nnw ruanwnoNs = _5!!� J! ...."r_ �.r. X :?'.�{{.�FFY .�J .._t!_ �a.:..�_ • :^_+..P"I' _•_M.^_•_.� T E sD fIXi scNO0. SITE a ....fill—_BR.....11.T.. T « _S__.11Y .JA! _Ar :�'^'t^xL" ri.".+'+wr "u"wtw "' •931---...1 F1.1 t F12A =2 MADEAD, MOM A •l __tY__._Jnf_. __^• M .. _ V_.. _tL. ...an a".-"-!_ �Lv]IirtieYf:.- RANCH eOuIEVNm Puxs—Z �' I ....`+.!.... _b.R_ •. ..T.eL 's! w2•.:•:M1ht t+xe:...._.. 1.SB 03 CPH 1OVOO r _➢9_ ...xn._ _.e!i _al.._ ` .... IlP_{...e! 9!kP.SAaI:S+.Y%M_. � � ... UNA LANE ^""-- •��``\\ _ °' D 5. too aoa W �" 1C !i. ■� ( ?K �$ ....�:,TP",If� of � � � �' � • � � � �,. / i CTY PROJFDr No. ,o,ese ." Flo- eons ozooal-,oTass-Eo>as m' .....•rr........F;J.......IN...}...�y...l.._y.•!.....}-.i.a_t•._fiW.....F...tp:....p_.1..-F.....(ej.._.{...TL..r,...._...:1!.�ym^•'tr. trsa�l.e_.........( J .. �, a / %-27910 LtULNU UNALANE SWA E -- -/- 0� (� f l i 1 �'- NAFSSCW-29O NO. as-c SEE MEET DD------------------- ----------� ' j FOR SECTION AND R - - - - - DMPYOE -DE CMLDIIMU E-_---_.` 7C A Jf T • • . C r PROPOSED STORY DRNN SYSTEM FFx�SENQ ti 0. 1 m I4�-" J / C i fX TNG STORY DRA. MTDI ^_._ I I�. I� r $ 1\ I l I \ aFN.H Ky FLDN CuIIH�1o��ro.�n�y. SURFACE DIPECIION t, I 0. 4 1 ^` FFASEMFM 1 7 01e \I 5� N. ROAD x\ / 3FNCHYARK NO 1: ¢de @CAR ON CRAwGE ATE/. iyyl„ ACCESS I OUME CUT WITH •IF IN CENTER AT BACK OF CURB 110�N''" I CAS GAS us -fig- GAS I� (TO BE PFIDGTD) l `. i Ni SQUAT SIDE Nt RU N. ROAD S AS• WEST OF CQOFAIME I - / I I •, LN SOUT AUNT CEOFSA NE - Of tAt INUT NUMBER Si CflEEKQ I ` / I CAS WELL PAD \ L� !EN EMARKCUT WTTH T IN CENTER AT NO 2: ULTIMATE/-� 1 I © •� N SEIBIDt WfIS \ iORTHEOF TI POOR OF SERRWO RIDGEKATF CURB t❑ DESIGN POEM FLOODPIAN - "__....j E I OF CDNCEENTPATION �` f o q FRACTIONAL OR,VNAGE IAF.lS '/� ULTWTE� � I i 1 \ FLAY PA\ � i 9� E ROAD. FLED ]i .sE 1 xx PER PoOG PION -OF -WAY ARE/9 /15Z° -1 MR DESIGN CRITERIA / ji'•'"/ ,\ L/� / R SECTION AND eD 1 gATIONAI MFTHOO _ r j • \ / I IQNs CAUCU SEE DESCH FRED ENCA' I(( I / (ro BE RnaaTm) ,/� r ip7 MIA Ili (A) GIDSED SYSiF01 S TEAR ( _ _ -� (B) C1ITSED SYSIE]I 1W YEAR n1l � I / DATE REVISION BT (C) OPEN CHANNEL 100 YEAR r (�-'/ "-` - ----- A I DRAINAGE AREA MAP WATER SURFACE INTERIM CONDITIONS / -- \� Q - FION IN CUBIC FEET' PER SECOND - CPS -._ �T ��• A \\ ` r 0 T 1 ELEVATION 8 sm I/ 1 1 ��\ �\ F C - RUNOFF COEFTI-5 •A-e• WESDENMI - 0.e7 I - INfENg11' IN INCHES PER HOUR FROM TIE CRY OF FORT WORTH STORY DRNN WNU/e. - ) • >69 ht7 \�� - _ _ /JI .!I / URf / Madero _ / ♦ AR. `' T 027 LYlaULerO 15 MIN Um - 7.9e / A ` • 4A m9l a, 72 k AD 3 V , ..._.. �'� P..:a. r`4 3 ae1 `III I A — DRNNIGE AREA N ACRES 2 n ROUGHNESS COEFTTgEM . R R, Phase 5 0.013 REINFORCED CONCRETE PIPE J I p ] e BB 3 a 1 I 113 I �T 0.0,5 REINFORCED CONCRETE BOX-- -{ I OA1D 51RFER I11I WTP_ a % ' 1.71il I I ' D516 2 \. \ at Ti S 1 a I� I t0a3 I 1 as• -�� CITY OF FORT WORTH 8 / \�,..\ � >"' •I•'. ... -j , i! !r T � �s�u +a+A{L' y"ns. MA + � iFj 1s ` • Im I I DEMON COUNTY, TEXAS)FACT s 1 EASEMENTa 1 W ZA /� •; 1 11 111: S7A F 1 eAI 1` s!` I /{�./\Yx7 1m!ua� Eu�ol m,�r-0' Pnoro Amai1.m10 m7, 7 5 M FRn-File5 WATER AND SEWER 1 fi ' 3] eB1 3 - >�^ R4X sNaum FAPUTY F/SENFJIf { DAe k 10 fl a 0 a s 3 2 1 I 1 /—� WAIL s•MOY07 N}e00-0112 a9 I I / PROJECT Na: �r!r FACIUfY i� \ DDE MOV MCI _..................JA �( p5 �• I �� ! f 0 / � 'q M1 � 1 e � �� 3 � I � � i �-�•NI_._ �, �>4G I Brur gg I (y/1��II R� I 1 / a nwEL 1BETiFn I "UT.. WA 1 n1 �, D I ,4 Ts B n', 19 1D 3•� `21, y 2{ 2e 4.21 1 NORTH FE SEE CIION 2A 1 I I AND CQUOUunoNs s I m I 51 $i A Str 'HLEI 1 6 In SHUTS — 2C a m. SEE PUN 4: mTT,c SHEET 74 FOR SECTION AND SMILE CA!CUUDONS AREAS 2E A: — SEE PUN a PROFILE ST4£T 74 FOR SECTION AND SWAIE CAIAIUDONS AREA 2E1 SEE SHEET B2 FOR PRIVATE SNAIE 4 (SNAIE 2E1) C1 KATDNS AREA W SEE P1AN k PROPLE SHEET 71 FOR SECRON AND SNAE CA CUTARONS AREAS W1 R WI. SEE SHEET 34 FOR PRIVATE SWAIE 5 CACUUTIONS • SHADED AREAS REFERENCE THE FIUCOONAL ARU OF THE MULL DRANAGE AREA FOR THE FLOW W=LATON USED IN THE HEC—PAS SNAIE MODEL UPSTREAM FLOW CHAML SEE SIME SHEETS FOR CEUIM HIYORAUEIC OUTPUTS Or SwY K U male CwWlNev Fbw Ltlu .. V I Rlv,r RmN0Wln9 AYe O1Br OE1T D10gr SYOm DM IArn,I fcYl IeM1I YY) JB) ( 2— 0.9]9 241 i19 ].9F 1 zx I 2C zs 1 r2 107 1I.B Seale?E UItlmeG GaaI1lYN ibwCtleuMNon Nlun alwr � c,mHlw.0Q r aax O10q'r SYBCn OA, D.BT�1 �1221 idel I 23t 3E,' D. J I 205 2E 2.55 'S4 3J I 4.0 I PrivaY SrNe6 UWIw4 CelkKbm Fla.CtlaYUon VtlwR s 9en � eenp� Iq ra..F la to aM I Olfday9yr T�I w Jc1,- 11.sTI ! 1� z.w xSi I 599 I 1J.9 21A 352 eB�emT AREA A R02Dt .11 1 A,.. S' 'CwAleeM I I AnY 'M-C'-eloewd I I Ana S• Y•-.M9Aa ;A 0.81 I r..:..._ ..__..�... 0.76 4...._.. 0.61 mmm... mn 2 .ENT........-.E��.._.�...... ....u__...-... �_ ... _...... ....I ...... .... .......... ......Iw..........e.{--..._.B_ .........................:: nn _ ........................ _mwa� ro�.m,aAT1—� DRAINAGE DESIGN CRITERIA RATIONAL METHOQ DMW FREDuwc TN C1D9ED SYSTEM 5 YEAR (a) CLOSED SYSIE3I 1aa YEAR (C) OPEN CHWNM. 100 YEAR a-cM 0 - FIDW IN CUBIC FEET PER SECOND - CES C - RUNOFF COEFFICIENTS A-0' RESTDEMML - O.Oz I -INTENSITY IN INCHES PER HWR FROM THE CITY OF FORT WORM STORM CBAIN 15 NN I— - 7.93 A - DRANACE AREA IN ACRES n ROUGHNESS COEMCIENT 0.013 REINFORCED CONCRETE PIPE ON RENFORCED CONCRETE BOK TYn aIOA.aoxct9 STREETS A'0 GUTTERS nwSTwlam,aNmA - i .....,.n,w .._._..............F�.........:......5�.............. _...._...... �I .IT..I >•IPN I n I+• I KI I.I A�• LEGEND DRAINADE ONIOE PROPOSED STORM DRAIN SYSTEM FJOnNO STORM GRAN SYSTEM SURFACE FlDIT DIRECTION ENSRtICE AR0 LOCATION OF ALL UNDERGROUND M SHOWN ON THE DRAWINGS WERE OBTAINED M —ABLE RECORDS AND ARE ARPROIOMATE. HER THE OWNER, DEZOPER NOR ENGNEER UMES ANY RFSPONSIBIIM FOR UDURES PRIOR TC ISIRIJCTION. THE CONTRACTOR S BE REQUIRED TAKE A PRECAUTONVFY MEASURES TO PROTECT UN6 SXONN AM/ORANTOMER UHOFRONOUN' TIES NOT OF RECORD OR NOT SHOWN ON THE TRACTOR SHAIL VERFY HORIZON[AL AND VERIIOAL ATOM OF ALL FJ OND MI.TTES PRIOR TO MNTELY NOTIFY TIE ENGINEER OF ANY IR PINCM APPROVED DRAINAGE STUDY W-2}-0004 FOR IPLJ:TE DOWNSIRFAM ASSESSMENT. CITY PROJECT NO. 1048W I'M 00114-02004J1-104358-EOIIiSS K-27910 W-nm MAPSCO NO. OS-C 9 Numvwl,Pl\VCIOW. R NF CHLU_yRKS: Gallbcfolc YRUUiM. 3ENCHMARK NO 1: SQUARE CUT WITH V IN CENTER AT BACK OF CURB JN SOUTH SIDE OF SLL1NDA ROAD 1 45' WEST OF JAINSTAY WAY CEMFAUNE F1EV 7 f 3FNCHMARK NO Z. SOW OUT WITH 'K' IN CENTER AT BACK OF CURB VORTH OF THE PCCR OF SERRANO MOM AT COPPER MODE ROAD. EIIO. 7B5.5C DATE REVISON BY OVERALL DRAINAGE AREA MAP ULTIMATE CONDITIONS Madero Phase 5 CITY OF FORT WORTH DENTON COUNTY, TEXAS "UAL AO3ACE Ywlvn.c Mrr "W 1=Y7 BOBO Cmeal vaurvy FRACIIONIL ORA. AREAS Sena SSW Oalb,. Tawa 75:OA RIGHT-OF-WAY AREAS DSOE SNllm'OR' OYRI! S111Ip9:Qi . _..._......._. __......._.._ mwmAYw....... NOTE: THE HOURS PRIOR STO E CONTACT TIE HIS AR ING AT MAST ]Av O t M HOURS PRIOR TO E1ICAVARNC IN THIS AREA I r• "'` � r...rc:�' %' iDRT WORTH WATER DEPARTMENT 1-817-]92-04n 6W6 V. BETTEN on I ATMOS CJS 1-500-54.r— CiAmoA DN EIEMIC DBNERY t-SW-711-9112 y l•g CHARIER COMMUNICATIONS 1 517 5095272 0[x - _ - Ccru� OFF uw.w.ali.i lw FORT WORTH 1RWSPORTAION/PUfR1C WD106 1-517-792-12T4 FOR OTHER FACILITIES WS D(AMILORG OR 1-400-543-5005 Wl P0a--MI.0110 FAIN-FiM Ll, PROJECT N0: MB00-0112 041E IUA= S NE 11012 I' SOB WIT; WA T xa53 OFIS 3 .y"l m {Y!;a 2 - ....//.....'.s.aL_ u•vy� u uII 11U.- amwr Nil-wwµ,•: Puali .m f o,ww ov ee : am a a: v or n�44pr I .n -'y o. AREA ZCH AREA AREAMI ac a e • a<. on tr a, x - i .m : 1-iv aw Ip,yy I Arn •C• I Y I Arn I •C• •C•ArNdrtaJ Arn •C� •C•wwMNi I 0.81 ; , 0.76 n E� 0.e1 I i Xr _ , I I W V a !i ." i'iT..-..�_]L...._.Qi_..._W� aw '.....2......_. .... .. �Lu=�. ._...I= �•_____I��A xNMR+i RAN I e011lEVAR� �„u�-...IIIEB ULFMA N,WS ? SY pall I1prI 1II •. a maW. BO �.�.-i-�• ._.LO.S mNSTRuelm .� � rA eo iV c u — `L'i ids ..R.- ?A L.TY -Z-1. rw : ar. en cas nX sr • ar ca ��-_- _ aao am as PIMSE 1A I 11ADF1AIA �I o b 100 200 T I CPN 1031Q1B� MADERO NOTES: CPN IOW I 1. THE EXISTENCE AND LOCATION OF ALL l I UNDTRCROUNO UTILITIES SHOWN ON THE DRAWINGS HERE OBTAINED FROM I 7 AVNIABLE RECORDS AN ARE IPPIIGBWTE NEITHER THE OWNER, OEVElOPER NOR IN NEFR ASSUMES ANY T I 7 I I R6PONSIBIUIY FOR LITRRIES PER. TO DOHSIRELMOH. THE CONTRACTOR SHALL BE REQUIRED MT. ANY -I I III I I �A I PR- NARY NFASU/o 70 PROTECT -I A_IY LINES AIL IRGR SHOWN AND/OR ANY RECORD UNDERGIAUND U11L1116 NOT OF RECORD i I OR NOT SHOWN ON THE PLANS. z CONTRACTOR SLL. b 1 AHO — LOCATIONS OF ALL, OOSTING UTILIIWS PRIOR TO R IE^ CONSTRUCTION. ,l 0. IMMEDIATENOTE LY ENGINEER OF I a. BEE APPEETC- DRAINAGE STUDY DS-20-000A FOR COMPLETE _I I. I I r } DONHSMEAM ASBES511ENf. I 6 SEE SMELT SO FOR SCHOOL STE J FRACTIONAL AREA F1AW CALCULATIONS L TABLES. SD1e ER AI 1 J 'PHASE OU70 �3 �! ...,'III I `✓" l NifNOTE THE CONTRACTOR SMALL COMICT THE FOUAVING AT LEAST JA HOURS PROR TO DICAVATNC IN THIS ARE �' FORT WORIN COATED DEPARTMENT R�T405 rAs ,-B17a02-4477 t-eDD-SJe-e0M �W TXU ELErnac Darvrnr ,-eao-7„-Btu c CHARIER COMMUNICATIONS 1-en-soB-ez7x C FORT WORTH TU SPORTATON/PUBLIC WORKS 1-e17-D82-127A ; FOR OTHER FACIUIIES 10TWW.TEXAR811.ORG OR 1-800-545-e005 UKAINAGt Ut51GN UKIItMIA RATIONAL METHQQ DESIGN FREQUENCY (A) CLOSED SYSTEM S YEAR CLOSED SYSTEM 100 YEAR (C) OPEN CHANNEL 100 YEAR 0-CIA Q - FLOW IN GIBIC FEES PER SECOND - CFS C - RUNOFF COEFFICIENTS 'A-5, NESOEMML - 0.67 I - INTENSITY IN INCHES PER HOUR FROM 7HE CITY OF FORE WORM STORM DRAIN MANUAL 15 MIN It00 - ].BB A - DRAINAGE AAFA IN ACRES n ROUGHNESS COEFFICIENT P010 RONFLRCED CONCRETE PIPE -SD2AGI `D" M2OO1S RENFORCED CONCRETE BOX - - _ u- RE I� T l-T`' �T {I`` I BB MADERO \. I ~FUTLIRE F1111RE 2SS yA� yT•EFL pal I L -I 7C F B28-I I ar.' I�III�I imp 0 1 I CJ --1i. GAS=CASGAS �ii CAS P131 S PAIR E-�- PAID, SITE � OMATE/• W. '"`I_•-1I'-i_� -1-f I [JJjII� ATOHE M I-•� f.ir• ..I l i l �� BBlll�+rr�-�err�:rar c®F�t�iLRflfVAN MATCH LEGEND f - - - - DRNNACE WOE ^O Cr PROPOSED MW DRAIN SY-011 C T O flOSIINC STORM DRAIN SYSTEM � H _ Z SURFACE FLOW DIRECTION C5 ttM DELDIM1gN W A9 FADE DRAINAGE AREA Z m => O INLET NUMBER RA 1� OE9CN PoIM RE I I0 FRACTIONAL OPAIHICE AREAS W U�ARO� O RICI-01-WAY ART- Q EL 0 W -�] 4 �� i LIAPST.O NO. 03-0 CMllenat yo:: niy. RENGHAI RK3 J_ 3ENCHMMK NO 1: S UARE GR WITH Y IN CENTER AT BACK OF CURB iN SOU1H SIDE OF SAUNCA ROAD 2 AS' WEST OF AVNSTAY WAY CENIERUNE ELEV 752.51? 3ENCNYAPo( NO 2: 0KIN CUT WIM ' OF CFMFR AT BACK OF CURB 4 - NORM OF THE ROAR OF SERAANO PoOCE AT ER Po bPPOCE ROAD. BUY 7ESC S. 11 ^ DATE ' DRAINAGE AREA MAP ULTIMATE CONDITIONS - Madero - Phase _ CITY OF FORT WORTH DENTON COUNTY, TEXAS 1 L Y16 LA r E eaeo nAw.F PnX�. Nw.atJntD 3( SUM . r Dama7ou, TXAfi FRx•f•-txe "L.. D"I" SNAKOT I UTA PROJECT NO.: I RVAIt YlTOSNI MB00-0tt2 DOE KEY 20M SCALE 0.0 . 11012 1'-fOD' � 6wIEL J. BETRN YEIR: WA I r � 54 AJ0 BF to ssBFIIs PAN STA SH131 f00.D1' Rn °cuiNExr aE1sDE co`mJR \ STA Ol..00 C 12V M PAV STA Sfa03] TIN4ESOM RI) \ BIAON BRONCO WSFALL SW-0 4N D CNILLS MIEN F WI G CUR -I CURS TOP OF M'NC CURB-B21.R PAV STA 54a/.03 (lB.7B' RO END FACE OF W OWWA L WMALL 90 ST A TYPE '- DRY WwPRAP (l1 �OfEP) UW WE SWALE— u r _ M RIMTE LCKAPON' CENTERLNE HRPoETTA CREEK ULT'ATE ULTNATE 10 FOOT BU 830 G 820 815 R% 810 at 805 / PRIM Sa4R.a2 (6).a1' Rh / � I QID FADE (F WINOW%AL PAV STA 5451.31 (SO.7V RT) CULVERT OLM.E CORNER WA 0`5020 51.11' Rn CULVERT M PAV STA 51520 E0.11' LT) BIAZIN BRONCO TRAIL INSTALL RCP TO RCB CONNECTION t0' . E NAPJIFIUNCE ACC RAAR o t5x NlYB1U1J A CULVERT A (LOWER) PAY SIA 54AB.09 (51.20' LT) C!L`hm oU15mE �WIWR STA 1M - CULVEWF A - IV WE WJNTENANCE ACCESS PAV STA S 5..V t0&75' LT) RAMP Y 13Z YAONM SLOPE BU21N BRONCO L INSTALL SN-0 a:i WINPYNLS TDP OF WING NRB-8243 4L1A enbl 4lJ.L1.11 1�1- 1 100 YEAR WATER '� SURFACE 24DO ON r\\\\ \ PAV SRA 5+50.10 f/B.AO' Ln END FACE OF WINGNI%l1 1OPD PAV STA 5+0230 (]53Y LT) yyN RD FACE OF NNOWAL. PAV VA Sa81.1t (SBTi' LT) WLV. WRmE CORNER son No 835 WIS 830 830 -" 1325 025 I 820 820 815 815 I I _ 810 810 805 805 r n Ih nmcu rrv. a+a C In NOrE` ALL Box OUWERTS ARE TINYwW10U10 6 ROGIc POI BMf x-F M CEDif<HNYN. RCPORI W2JIp9p AUMA TLSTMO UAIED .NXC 1.. 2— 1NE w.xLpN RTEYISOUEE W - DESIGNED A5 fJSE-M-PIACE. NpN-g04r0 V0.0CRY FOR T16 — CL 5 —.N <NOCItI Is 15 FiF PU Tn ABLE 11 ON PN:E lu-1pp Ci .rm wxrvsTivJxm o anox�s Ic^r'�TH�iv �w.x��Y �mnie�i.E� a OONO �£l1IGTi Fdt iNE 3tn i1GlI0N. ND WPRAP R REGYIR'D AT INE T TIC NID OVIFAIL PoIAW MLL YE PR0.mm fAW ILIC-1Lx' EFET M I Tl ME tOD-YF WSEl DR mP OF IE NL pF TiE PoNO AS A PMOIFCIA'f YTASUIG NO GNLN /A[ IXONCER AS R 6 NOT NSIEY =W NOT ME59TAlED 8Y WAEL AIFD V GRIFL CONTACT d 00 F'C! RPPM (OR OIHER NDGIIVA YEA4MLR1 DESK! li 404 LONOIBOC 0041t TNN ROb( ARE IOC Tm AT THE PONb OIIRF.LLL W Nr m < E REFFTRNCE PROFILES COY PROJECT W. 1Dfa5E FlD: 00114-0 W0 1-101 EWIGS FORFLTY INES x-ZA1O W-1051 r - HIS NaPSCO N0. 0.1-C wr.r....Nrrr.below. 'call or,: rpY W.I. RENCNIMRKS! BNCJINaIEN NO 1: iOUWE CUT TATH X IN CENTER AT BACK OF CURB ON SOUTH WE OF SA NDA ROW 3 4V WEST OF WNSTAY WAY CENTERLINE ELEV 7328E CULVERT A (UPPER) JMLARENCHNwIE NO z CUT MTd CI1PB RAN AT 0400 1+00 MM N)RM OF THE PCCO OF SRWNO ROLE AT R F SE GE T 14aD -4PPR Po01,'E ROAD. EIEV 711i5t n u 835 DATE IIEWSIDn II !n STORM DRAIN PLAN & PROFILE CULVERT A 830 Madero Phase 5 ez+ {- CITY OF FORT WORTH TEXAS j{{--- 820 1 pD�E�NrTOONgaCOUNTY, t,E�F,IR2.wa' E.p. Ne cso May vavW 4®.IDLm10 - _.... SYte KN .�IpA Te+M Ti:ls FERN-FiJBR -.... �.! �, RE9Cn SNOIBfDi � LJA PROJECT NO.: IRAWN: EMiE I Nf800-0111 DOe IIOJ WS rif f= �I' . - 810 I IO12 4W Drc1r[E 1 al EX VBR: 60 805 " /p0 DF to sm5 STA O+B4.13 UT SC- SEA O+e7z9 UT SC- PAV SEA 9+5029 (14.50' Ln PAV SEA 9+50.BT (OM ) NARVLIO COURT YARVCHI COURT g—'z,� CONNECt TO INLET INSTALL SP SEND PAV STA 9+S].75 (1430' LTSRT) STA 0+e125 LOT SC- 0 20 40 SO NAAIAEI COURT A O+W.W UT SD INSTALL - R 10' CURB INLETS INSTALL 4 WE CONNECTION TC - Sn.74 FL - a=03 STA STA 10+ . IX- PAV STA 10+RT t67.D0' LT) NANALL. COURT NOTE: m NA 4:1 SLOPED END HUDA'NL WJNIEEND O ACCESS SNAP LOCATED O 10 NA0 ROCK BORON WEST ENO OF PoN D SEE L. W FTNi RA 0+57.CO STS- FYALT LOGTWN AND LABEL SfA 0+00.00 TAT SC - PAY 5TA NARNCHI 10+R5.03 (O.CO' ) COURT . 1100 YFM WATER suRFADE INsrAa 51 ELLVATON - e24.CO _ �� � E e37 ,eRS F - RAP•, _ . .., .—�r.�—rt� z,• RCP UT 5 -- 2," RCP 1" RCP ® lAT SB-A I 13 13 11 10 9 8 STA29+1 UT 50- IEcr mINLET ENGXLT[S NOTC SOS OUIFNLNO INTO THE P I9 A Jr RCP AT OAUVL N TIE 100-YEAR S101e1 N UNDER YAK TNLWAIEA -. WNORIONS (POND -NEAR WREQ. THE W1FNL VBCCRY FOR V. PPE —N0 01. - 02 - S - FIX TE IL,R9e1N UNCONSTRNNEO VEOOTY (Am- NO T.-U.) ACxIEVEO BY A G FOINAT fIl OREPORT MLT1000�Rfl'A et NPNA TESTN0 GI TUNE 2A MZI. TIE 0 STA 0+1430 UT SA- AWxWIVY --RUE NON-EROSVE VBQOIY FOR TES SOIL ClA55e1GTON (WCIQ O PAV UAW 1J+7L50 (1430' LT) S 1R R/S PER TABLE ]2 CN PAGE HA-iJ0 M 111E SON TTLINICN. YAVLLN 4WACN1 COURT (MDTVDUCS). AS TE NAYBIW RASIEVABRE VEDSIT UNDEi BOTN TIE D6KN r CONNECT 10 INLET SEA 7+91.e7 SD5- CCxORDH AEA UNC0161RNNEO CONORpN S LESS T " TE ""' PERNS9BIE Z PAV STA a+1)30 (143D' LT) NON-EROSNE VE1DfJ1Y FOR TIE I.CIA4RIGTON. NO PoPbP S RMI OAT /9lAP0U DRNE 1HE OJTFALL AS IT ISNOT N[CE59f lED W ANIISPATED V6DOIEi CONTACT STA ��•'b SD5 - CONNECT TO INLET QICIN@R FTM RIPPN (q 0RRT1 I511GiOU IFALL IG -' DESIGN • SOL CONOITONS Z aB- OTFR TlW wTCN ARE LOGIFD AT TIE OU STA O+Do.Do UT SA- PAV STA 13+7230 (GLOW TO MARCHI COURT INSTALL 4' SO JUNCTION BOX l7 / I 1 2 ] LLI to © EL ..�• - nL-IU - 2,JLC� - K CH1Y PROTECT Np. 10465e M. R0114-0200N1-104535-E078ee x-zmm e S L ] 2 1 'Y ty N1PSC0 N. O3� W Ii l \PAV SEA 13+73.CO (1430' LTSRi NARVCHI '\ VC - 2 10 - 10' CURB INLETS 1C NiAI R - Sl7Ae STA 0+1430 TAT SB- PAV STA 1J+723O (1430 RT) NARNNNELTI TO�iNLET (1 ter' GM ama �ml ■�= ==i_■i EST ■_��■�_ I ��■ /��■■M■■■■■ ME MINIM ■� � ■■C1■■ Is ■���#�!■���■SIR■■■■!! �■ ■ "00 SEA 7+n.CO SDS- W,o,vw PAY STA 5+19.75 (0.00') D011bclorc YON tliU. ANAPOIA DRNE 2 N? INSTALL ]P BEND SENSINARX NO 1 43: PAV STA 5+20.00 (10' LT) SQUARE CUT CORN 7C IN CENTER AT BACK OF CURB AWPOU DRNE ]N SOU1H SIDE OF SAUNDA ROAD 3 4W WEST OF INSTALL - 1 10' CURB INLET UNNSTAY WAY CENRRLRE. ELEV 73LSE TC - SAT.99 FL - 52929 3ENCHNARK NO 2: SQUARE CUE WT H T IN CENTER AT BACK OF CURB NORTH OF THE PCCR OF SERRAIIO WOCE AT 7400 S+CO ;pPPFR m m ROAD. ELF/ 7e5.5C I I I I I I II I DATE II REVISWN BY 84O STORM DRAIN PLAN & — PROFILE SD5 835 a— - Madero --- Phase 5 — ` — — — 830 CITY OF FORT WORTH DENTON COUNTY, TEXAS e• 4 � I 825 - - ...... 6.L"W aN rMM G CY YPvu� PImP b9.H LA Oclxw. j , ieAa TSL"e FRN-F1008 820 °ecma sw-9uor I L1A PRQIECf NO, DiGNx OPZ NT500-0112 100B NN 2O]R I .''j,. I rraE 815 ONREL .I�ernL. wR: r - 4 63 810 ''%]0A' a 121 s as STA W_7 UT 7B- STA 0+2031 UT M. PAV STA 1+T1A0 (TL3 LT) PAV M J+ r (14d0' LT) INSTAL BIRONCO L CORRECT BRONCO L INSTAL ENO t PLLW FACIM EDRANACENSENEV WARNING I CONNECT 10 INLET STA DA _l+l IT 7B- STA 2+T/.e0 SD7- PAV SfA 1+TI.00 [[I531' LT) EXISTING CAS PPEE3INE IbT ON1-1]'MUET WtINECf10N BU>al BRONCO TRWL CONTRACTOR 10 VETBFY L 710N INSTALL 45' RENO i COMACT CAS PROVIDER mm SfA 1+0030 SD7- 1D CONSTRUCTION PAV SfA - 1.OD ((]1.W" LT) STA 0+2031 IT ]M MR BRONCO 1RNL BLA21PAV WA I—N. (1430' L1) INSTALL 4:1 S END NEAC N BRONCO It— 10 NA N BOTTOM CONNECT 10 ON IN I WATER SURFACE I T AT - 824.00 SfA 1+. IN _. —1. P I INSTALL BP WYE CwNwnom 0. I yy 9------ lAT 4 I °i eu ez1 e25 I _ �ez7 eza O 52B ' I _ .... _an I ea I B(I-LAZIN BRONCO TRAIL a -�� 0 20 40 00 ,$ j �r I—-------1------- --- -- — — — -- =----- 8 _ PRcposb FAD EABUNAIR: J1I I I I 1 PAY STA 1+40.00 43M LT& T) BIAZN EMERT BRONCO T L INSA11 - 2 10' CURB INLETS PAV STA 5+40.0030' LTtRYI iC - l2B21 R - mus BAON BRONCO 74L, INSTALL - 2 W CURB INLETS STA 4+E03e 5E7- m - e20.1. m - = .41 P V STA 1+12�0 [1450' R7 SII 2+11d2 =7. BVSIN RRONCII TRIJL WA 0+18.]4 IT ]C- VA _.00 UT ]C CONNECT TO INLET PAV STA 3+4230 L14.00' R� INSTAL W WYE CONNECTION STA CBUZIN�or L STA O+W.00 IT )A TO INM INSTAL w WYE CONNECTION SfA 3+R275 507- STA 0+00.00 IT 70 INSTNW WYE CONNECTION NCO kCO 2400 1+ m 10' WIDE MNNTIANCE ACCESS RAMP 0 15% "MUM SLOPE 840 840 835 835 830 830 825 825 820 820 815 815 810 BID 805 805 4 PAV S A E+ C OO /1430' LT. BIALN BRONCO T L INSfN1 - 2 10' CURB INLETS TC . 02785 FL - MM STA 0.1.47 S00- N PAV STA BRONCO 1. 1 BLAZINCOMNE BRONCO L CONNECT TO r ) INLET SD8 N5 ENDNEER'S NOTE SP7 OUIfILT NIO 11E . 6 A 4 5 RCP AT 1.00IL IN 1N[ 100-YFM 51LL N wOFA YAL TIAWAIEA Omw CONp00H5 (Pw0 too-YFM MSEL1. WE OLTr VF10C0Y FOR THIS PPE COHa'.YNO OIOO - S.1 Cis 6 73 R THE MAOMUM IRICONSTRANm VD3CBY (A—MINO NO TALWATER) — EO eY A 42' A� (M-.,m AT t IS — fT/S NATURAL OROUNID IS ROCK PEP BORE a I. N LWTELTII, REWRf =D OW REVA C! NPIM T6TN0 DATED NNE - 207.T. TR I IS 'J R/S�PEN TTI8fN12��A�R ]rc0 W' THE DWMSOIL TEON.— __ O MrORAUUCS). AS THE —MUM AC'INABLE VELOCITY UNDER BOM WE Omw .I-. AND UNCDSiWRIfD CONCIIpN IS IFS TINT WE —MUM PFAIOSEEIE MEN-[RD4vE VFlDCJ1T FOR �50 AIFII�B! ���TmO BH10D11¢ C�hRRAAi DANEFR FOR PFNAP (w ONRA YIIIGINE YES11P6' Omw IF SOIL CONDITIONSOl1EN TVN INV:JI ART NOTATED AT TE OUITAL -L m O N W o_ S a O ()C LA) E .� CITY P ECT NO. 1041L15 F 30114-0200451-10 11-EO]OB5 K-2]210 W_2OS1 MAPSCO NO. OYC VA 0 1232 IT eM 4 PAV STA S+NOOR)3n1R(lJ1�431. FIT)CONNECTm INLET NllowwhAll �C10W. Gull0efa ym OIL). 3ENCHMARK NO 1: SOWiE CUT WTN 'X IN CENTER AT RICK OF CURB DN SOUM SIDE OF SWNOA ROAD t 45' WlS OF 0+00.55 S00- UNNSTAY WAY CETEBNE ELEV 7328E 5TRA-9 335 RT) CULVERT A- STA 543290 (O.I O' LT) 3ENCHMARK NO IRNL IELALN BRONCO TSOU RE CUT WITH V IN CENTER AT BACK OF CURB ALL RCP TO RCS! CONNECTION NORM OF WE PCCR OF SEiRANO RIDGE AT UPPER WCOE ROAD. FLEV 705.5E II I I I I I I II 8� I II III II DATE RET1sON n er 835 STORM DRAIN PLAN & PROFLLE SD7 & SD8 830 Madero Phase 5 an CITY OF FORT WORTH DENTON COUNTY, TEXAS 820 LA 6{WN 11IwY✓M EmawM PIw 4N.o11A]10 SAYe O WI». TnvA ;920n fRN-F-IJR9 815 rice vNTascar LA P scr ND: DRAKx: DV2 NT000-0112 041D IE/ i0U 810 . w7Y4 . I NOW: 1' . 40' DNtlft :. nrnw 15AC 1' - 4• 65 SLEET LID amrIi/iuh� r OF 122 SH= LAT 4C 835 830 825 820 815 810 805 800 _ 825 a teza H 4 Y—ME 5 t3 810 q� A 805 sx 800 1.m 835 835 830 830 825 825 820 820 815 815 810 810 805 805 800 800 1.00 I I 835 845 830 840 - 825 835 820 830 815 825 810 820 805 815 800 810 LAT 4D 0+00 1.00 835 835 830 830 825 825 820 820 815 815 810 810 805 805 800 800 84580 840 840 835 835 830 830 825 825 820 820 815 815 810 810, LAT 4E 0ao0 ,.00 835 835 830 830 825 825 820 820 815 815 810 810 805 805 800 800 845 840 840 835 835 830 830 825 825 820 820 815 815 810 810 805 LAT 4F 1.00 835 MEN OEM IMMEEM ■■■■■■ ■■■■■■ ■■■■■■ 820 ■■■■■■ ■■■■■■ ■■■■■■ 815 rlJia !■■ 5122�■■ 810 ■■■■■■ ■■■■■■ ■■■■■■ ■■■■■■ ■■■■■■ ■■■■■■ ■■■■■■ ■■ ■■rev■■ ■MUM ■■DF�■■ C1■EIl�■■ n mm 11 RI —ON ■INFa■■ 835STORM ■■■■■■ DRAIN ■�%■■■ LATERALS 4C, , . 2■■■■■ ■■■■■■ ■■■■■■ ■■■■■■ Madero ■■■■■■ ■■■■■■ ■■■■■■ Phase 5 ■■■■■■ 825 ■■■■■■ ■■■■■■ CITY , �. 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GROUND efOO daram's Nam WiLRiN. DIIONIO 6 mL'N PEA BOIIE MZ IN OmfELNNIGL IaPORf wL11OYD-A B! Awu nsrrD im Jurz v, 2D21 WID wvlw PFA1%>S7WL wx-D®vc Vf1Da1Y TOR T6 mIL CLA9iGl1ON W)a() 6 IS Rn PEA T.. e u ON PADS IN-1m DF TM 5 TECNNIFJL YNALLL. DItaRNAICS). CONTMf tAa1eFA TOR RPRN (M OIIFII YIRMTNf YFAAIIES) O@ON i 9al NINROtei OIIiA 11MN AOac ARC IM TiO x TN6 NS 0 m 10 m � 115D • exe - i BOTTOM OF FOND ro BE WMI TURAROCK PEA CTH OCK Rff CK HOTS TN6I SHEET) ti o e 0 tw TEAR wATd //// FJEVATDN - B2 _/� EA EN T UOIDN. PRIVATE WALE OSJ STORY WAT FACILITY WJNIENANCE AGREEMENT I 1.P YINIWY NANWL �FAEE[DMO GROUND A ROUND ls e' roP saL Y roP 901E ANO sEEpNC ty' AND SEEDING REDUIRED. RmVIREO. S .TION A - ( AREA PD2) NIS WD'A PDZ) Q D - "0 CFS 0100 - a1O CFS s-29A s -U.S DP (0.050) - O.2s' DP (O.om) - 0.40• v (o.=) - Z.ee FPs v (omv) - tst M UOD 1aaO 2400 850 4i4 8�0 835 CYO DFO11-COw11--1 Mm]m %-2791O W-2YST Y1➢SCO N0. 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THE YYJWIUN PFAMISSIIIIE NON-ERON-EAC SNE V£JAOIY TUt T16 StlL C S9RGTWX (1BIp0 6 IS FT/5 PER TJNE ]-2 DN FADE — -� HA-130 OF MI E LAW TECHNIGL WMIAI (MYDWLLCST.L COMACr fNONF➢i FOR _ WPRM FOR OMpI WICAINE IF/SURES) DEBO! i SOCOMORIDMS 011911 MNV SECTION A -A / NOI NDS _✓ I I I I III I I' I 1 I I I A dl I LENNAN MON�FyS OF lIXA4 VNO ucn f L N ANea D LWA IANE SYMIE - I---- �— - — — MA% 4.1 -- I 1 0' I A j I o —c /� A SLOPES II ,I \ I I• I I RANAOE I _ i........... ------ FACLIIY I EASEMENr BOTTOM DF POND TO 1 �• �"I'-'ERS BE NATUN ROCK O I / I I I (SEE ENf9NEFA'S� NOTE TNS SHEET) .� t CREEK r .I ULTMATE FIDCORNN LMRS EMERGENCY SRLLW'AY 1 NARIRAL pEOUTA - 1 ' AND VFCEWON. � e1W1n / STA 370e Br.23 i :TA 1r191 8�,79 s IFNNaI! HONES OF T WO CONSTRUCTION LTD '?: cc �ozo-2oeeTe •�g'ay� PROF.T. t 1 srW ,Xa Mlaq I PmDI�oopaXdd Malero PnevSWeO PNCT610N i %" yY I aR[OOEIGY ,-tMl RttaF O:.LSA9 �[� JiAr tED.YTARPROP.l Y.TPLLYt+I` / w� M b�t:At27jCfff D T L` �,� y. r :-- y1/I,N(y[j„Ox •(/„iF.ft Tt I Ir/J I 'AviriMylO^.%nbtMCa cNMPR"aryuiEM x.Pmwa. ^,N rt �., .- .I -. _ IFSTF8r1LPn Sw.141 ar- Fed �` �"E X/Nn Wera rm+U I � SM' RNDiFS/ ^ G.•/L. aiIX F'B -riX 6n ClSt ��"rr—��- a"•1�t �•% O 2O b BO M3- xwu.mAv. rw .erw 9N4,. m+w.a. `Fmlrc Gu1rn Y SPILLWAY SECTION Nqm NR rFa,ui E.S ELL PAD SITE f_ ` CAS WELL SNE ROM To DE RELOCATED -627 ;�� i/ //u1.nwTE 1W TE1R WATER SURFACE BBE N DF POND TO X' ELEVATION B2iA0 / BE INSIIRAL ROCK '-PER DEDIECI BEFORE (SEE ENCINEFR'S MAX 4.11 I � NOTE TNIs SIEFT) /�V.D HEET N FOR PADF1LE YNT AE1 Iygre rap�r�eaXDTA n��/quNNwppw��SCutw �EIC'T'M��T�ffiTu N n � I ^ IP- IC c1lx � tlaeo J o sln'—L u] O I a l ul N aE l c�»a lO O CRY PRWECT NO. 10ae6C WD: 30114-0200431-104MG-E07"t X-27910 W-2953 LIAPSCO N0. 05-C 1lwgww X,n'. b 3FN^HMARHS- ri'dlnelmeyou e4l. WNCH.A NO I: AWE CUT MTH 'X' IN CENTER AT 8— OF CURB On SOUM Sor OF S NG flOaD 3 i5' WEST OF " WAY CENRRUNE f1EV 75ZU 9EMCNMARX NO 2: MWC CUT WDI 'X' N CENTER AT BACK OF CURB NORTH OF ME PCCR OF SERRANO WOCE AT _MPPER ROCE ROAD. E1tY 75' 50 N u GTE REN90N BY STORM PLAN DETENTION POND Madero Phase 5 T_11 -- -- - SLOPESI / Cr1Y OF FORT WORTH : \\ _�.•. I d� - DEMON COUNTY, TEXAS =tf �f • . - RRa lk+n Cm,a Gp.ItnoY FMX I69ffiIAIIO \\ L• �• •' •�� ��� I - _l.-•—n--- ........._.. __ OYYi.T TS206 FNN-F,x6 ^� lM1 1 � .' .�-^y'�'.�T!�,�, � �- ~ -" EE9IX• LNi0SC0Y LN PROJECT N0: ai1 I— — -� — ——_----- BOOm CrI .m we wm SCALE I NiB00-0112 " 1 ��\�` 1, • NI�3w �� 12 .13 12 11 •, 10 9 e I 7 ' /� { i I HD@: 1-•i0• WW N/A _ ,L••.o I e3s.s esss es3e �^ ,; sm la 71J4 M0.l1.le A6� I B 1.34 ,.IR� 831..0 ^ R l75 a SIEflS 9 GAS WELL SITE ACCESS ROW TD BE REMOVED AND RELOCATED STORM WATER GLUT YUNTENINGE AGREOIETIT {I I I Ir I FP; FPv FP= FP- FPv FPt II i Y1{ 836.1836.2 836.}., 836.3 I 836 1 ad II - (TYPE I DYPE A) (TYPE N OYPE e{pJ (TYPE N (TYPE I I I ^ 11 Y 12 T.I < iJ 1 I•�E 14 13 ^X c to 1 YFFE- I FP- 1eL�1 835.4 SJ EA) ®-0.4 I 1 I 1• �i I d �t Q ED- �� 835.2 2 OYPE N EB-OA' I I [G, E-eJ P- 1 834.81 1 OFpYPE - F. A N �. .1. FP- 2 835.1 X ME A)A) FP- 3 ME 4' ME A) L I -a Lt' 4 FP- 834.5 �. ME N Ltd - 3 FP- 834.3 L4. (TYPE A) LP FP- ° 8��3,n4.0 )S ME A) )X 7 FP= � 8�33•.8 1t. OYPE A) 26 835.4 / rX `. O(PE A) EU-0� d B- 1- I 835.' RH-08 EBro.1FP- 835.0 24 OYPE N FB-ON FP- 834.7 2J - OVPE A) EBro3' n FP- 83a.s 22 M" A) ESro.v I- O V FP-� ED-0.1 834.2 21 ME A) ED-OA qJ lrrrr3ii 0 -0./ ISl FP- 834.0 21 (LYRE A XW.0.4 833.5 2 ' B33.7 1e EB-03' ME A) EH- EB- C FP- ° 833.3 FP- jS 833.5 1° EB-QY ME A) /I� Crft N ®- I ' EB_a1• rc' p( Itt Witt FP 10 833.0 833.33.2 17 IR ES-03' OYPE A) .- .. ..-. MEr--_,e. SD' (TYPE A) 1 ' LEGEND cli �NOR111 SYlAIE Tj 712 SPOT ELEVATION ^O SEE SHEET 72 FOR DETAILED INFORWTION. CONTRACTOR TO 04 713 EGSTING SPOT ELEVATION HYDROYULCH AND MAINTAIN FP OI FINISHED PAD ELEVATION O _ UNTIL 70% ESTASUSH D P3 EB °2 TO TOP OF CURB _I 7e I 39 EO MSTING GROUND FLOW ARROW z 4507 53 >-N-- EQSFNG STORY DRAIN SYSTEN -tea-_- e1 aEXPOSED m BEAM O VALLEY G LERt 0° T TOP OF WAIL I B EXTON OF RAT. U') NFFE-BJ1.1 Y RFTNNINe wti Nrn[s E END OF WALL W p- �- 1. ALl. PORTIONS OF PROPOSED RUNNING WALLS INCLUDING FOUNDATIONS FOOTINGS. ETC. SHALL NOT EXTEND INID THE R°LTT-OF-WAY. �L PROPOSED STORM DRAIN SYSTFAI G 6.0 B3S.4 N ME A) 2. THE MAINTENANCE OF RUNNING WALLS SIWl BE THE RESPONSIBILITY OF THE PROPERTY OWNER ON WHICH 111E RUNNING WAIL. IS LDGTED. PROPOSED RETAINING WALL 2 EL ]. RUNNING WALLS GREATER HT THAN lY IN HSGREWIRE SEPARATE BUILDING PERMITS RUNNING WAILS GREATER THAN 24- IN HEIGHT REAUIRE WILDING y, 1f INDICATES SIOE OF LOT WHERE DRIVEWAY MUST BE L=TED FP= 1 835.2 .1. OYPE N X FP= 2 835.2 IA' 0- A) FP- 3 B35.0 µME N L1' FP- 4 834.7 .• ME A) 3 FP- ° B34.2 UT (TYPE A) FP- 7 834.0 µ. ME A) _w LT. FP- ° 833.7 53. ME N 1 FP= ° 833.5 u ME A) FP= 10 833.2 03• ME A) i SIGNED AND SIDA-ED BY A UCDNSED STATE OF TEXAS STRUCTURAL OR I �( ® GEDIECHNIQA ENGINEER. w LLI 1. TYPICAL PAD SBES ARE 40' % 70' UNLESS DIMENSONED OMERWLSE Q 2. F1NSH FLOOR ETE,%TON (FF) M ASSUMED TO BE 10' (OJT) ABOVE T • FINISHED PAG (FP). 2 3. FF ELEVATION SF AL BE A MINIMUM OF Y ABOVE THE ULYNAIE 100-YEAR CTT, Pe01ECf W. 1040.YS FLOODPWN ELEVATION. FD: JO1f1-0200/J1-104BB0-W7BB5 r 4. MAfXNJY D%POSED BEAT/ (ED) SHALL BE 1.5' AS MEASURED 1 TROY FINL91 %-27B1O e1_J� PAD (FP). S S FlMSMm PAD MUST BE 0.3' ABOVE THE45 NIC1E POINTNAPD ON TYPE 'A' W 2N0. OS-C LOTS. A MA4MU DRNEWAY SLOPE OF I= IS PERMITIED TO AMD DROP i� FP- CAUSES. IF A DROP GARAGE IS REQUIRED, THE MVOWN DANEWAY W. SLOPE SHALL. BE lot. H31.7 7. DROP GAUGES ARE ALLOWED UP TO A MNOMUM OF 1.0'. 4' (TYPE A)I & ALL DRNEWAYS ARE TO BE PLACE) ON THE HIGH SIDE OF TILE LOT UNLESS OIHERWLSE SHOWN. Mnwv,vl,.it'.IFCIOW. S. ALL WORK SHALL BE PERFORMED ACCORDING TO GEOTECHNICAL. REPORT �;IIIUoforc youMlD. I W2]t no DATED JUNE Is, 20zO PERFORMED BY ALPHA TESTING 1 9}j n FP- NO 1: Rf-N�-, 831.8 3ENCHWIIX RJR SOIMIIE CUE WITH W IN CENTER AT BACK OF CURS 12 0 IE N ON SOUTH WE OF SWNDA ROW 2 45' WEST OF _ ffi 1 MAINSTAY WAY CFNTERL . ElEV 73LU al I • ` BENCHMARK NO 2: 1� FP- /- SQUARE CUT WIN '%' IN CENTER AT BACK OF CURB 831.6 ME A) ( ICOPPEF RDDGG'EE gROADD. OF SEIeANO WOLE�AT 73S.X 0 31 ,XL X> c m e°1m 831.3 TrFc A fPE \ �� r1' rEXCAVAOON m m ^11R FP- 'MIT F. F.. EMIT REVmoN BY SIN GRADING PLAN 1- FlNN. Sv AS I- _ SHOWN OH PLAN * B30.8 R T D%GVAROI UMB (TYPE A) -� Madero L1, L C ��-X 31 ECAVARON NOBS: Phase 5 41 A THE CONTRACTOR IS TO BUILD PIA 1' p1R510E OF THE DESIGN PAX 0 .6 4:1 MA% B THE CONTRACTOR 15 TO CUT SCONES E BF10N THE EST O SWAX HE TOE N C. IRE CONTRACTOR IS TO •OATLLGNT• THE OVERCUT SIYALES N THE (TYPE /� RETANING PROPOSED TOP OF CURB WALL e c CRY OF FORT WORTH SIOEYA.D WALL DETAIL PAD & SWALE �]VERF)UILD DETAIL ZFNTs NOT TO S DENTON COUNTY, TEXAS i i d i ' L�y/D,✓v�vEF,�In � b 1• 1 R ISHm PAo rmD �'d,C4n4tl EUmewnr Pl... b°.uipT1X solo l00 jZ1�+--� �® 'I ®yL 8 Iz oNma Towf ISXA FRN-F.uBS lIIIIII "F�p- FlWL GRADING i 830.1 4' 4:1 NAGMUM Ds 11DIES I IJA PROJECT ND. 1 IT. A) 20' DRAWN DIE I NleQo-otl2 ^ Own A THE RIGHT OF WAY IS TO BE GRADED AS A 1/4• PER FOOT FALL TOQ"e I DUE. Na'E THE STREET. SfJ1EB.THE FRONT YARD G TO BE GRADED TO A NNOMUM J:1 SLOPE, V OFFL.THE FRONT SETBACK LINE ro 20' BEYOND THE BACK OF CURB, TH N WAR IVA SLOPED AT tt TO THE RIGHT SHAWAY AT THE UND T THE FMCAVATION CONTRACTOR OF- CUE 3' BEHIND 7. BWK OF CURa76 TPICAL FRONT YgR(1. R{1LIGH GRADING DETAILu8T Yd SL`ALEof tz2 L F DRUNME FACEME :9 FASEYEM SLOPES � oom mE, _ mail IDO W WATER -] SURFACE ELEVATION ez4.00 DETENTION POND 1 SEE SHEET 75 FOR SECTIONS 1 AID ON.dILATIONS la\ 111 i FF= ° 833.3 ' 7'ri FP- 833.5 1° P EO-0.4' (� 14 '' I �9 TCH_UNE FP=1 10 WE AME yl • J FP• 6332 QI ' FP=.i " 8328 4 9 FY= 833.0 1° E i (TYPE A) (TYPE A) EB.0.4 C FIC= ;In�;I FP t2 832.5 832.9 16 EB-GO' (TYPE A) , (TYPE N ®.02 Ee-oe• `�� FR-0.1 y '] FP _ _ 832.8 is IIIn ► CTTPE ) (TYPE A) - R1. NJ. PORTIONS OF PROPOSED IDEA INC WALLS INCLUDING FDUNOITIONS. FCO,INGS, ETC SHNE NOT EXTEND INTO THE RMT-OF-WAY. Z THE MMN7ENANCE OF RETAINING WNLS SHAL BE THE RESPONSIEXtITY OF THE PROPERI'I OWNER ON W GIN THE WANING WALL IS LOCATED, 1 WANING WNLS GREATER THM 15' N HEIGHT REWIRE SEPARATE BMW NO PERMITS REWNING WILLS GREATER TFMN 2e IN HEIGHT REQUIRE PLANS SIGNED MD SFALID BY A LICENSED STATE OF TEXAS SIRUC1UINL OR GEOIECHNICAL ENGINEER. �4 - ° 833.5 MA f4l UUNN I1tI (TYPE A) I� 0.1• " FP= 10 6332 ? 1 1I 12 1 ` 9.8 t7 os OYPE N I� - HYPE A) EB-Ds Ea-0.1 F fifiD. 83 FP= 829.is A 0.4• (TYPEN 11°ye OwE a�_4. N F rl N• a e OS I L E ®-0.1FP- FP- 12 832.9 }2 829.3 is 02• (TYPE N I e N 09 5 E 02• EH-03T F FP- 13 8293 (TYPE A) �_.£ (71PE A) I YT 13 d �833J 42 ® 41 ® ® 4°® E( STJ3 ]z 31 FP= FP= FP= FF: FP= FP=FP= �FP= FP FY8328 833.0 833.3 8335 5 I�A,n� 3 8321 830.4 828.5 827. I 11 PEN (TYPE AJ (TYPE N I (TYPE A) (Ti AT M?i A) Chn A) (TYPE N (TYPE A) (TYPE D I �3.`a]]3s_rer�° 31.3 -]�3 3-F 3.0 , au. .x r] ,, 44„x74- \,��J- FP FP= FIT_ FP- FP- FP= FP= FP= FP- F FF - .5 533.7 834.0 83 wii 833.9 932.7 831.3 829.5 828.4 8 8'3 _ (TYPE A) (TYPE AN J A) M A) (TYPE A) (1YPE a TYPE (TYPE A) CM A) (, A) Cr Criffif2 ® 0 4 N 5 c c a 9 II' 7 1 �Mp a a - c 10 o 11 ^ H'�I � 1 TiI.IA R. ]A XT2S 1 a 7 1 .4 I =mt � c a \ ---- b 42 ® ® 41 ®I ® ® ® n ® 3° ® ® 75 Bi} I, E MFFE-a25. MIRE-e24] MFFE-a21] -ax22 YFi \\ 4.1 1 of a"y FP= FP= FP= FP= FP- FP = it = FF= `•\\ \\ 8342 834.4 1II 834.2 833.1 831.6 8302 8.7 827. WATER t SEWER (TYPE A) MPE A) (TYPE A) CTYPE A) A) (TYPE A \ FACIIIIY FASEMW DRAINAGE 1121 Emr \ \\ ' 4 � .7 .4 1L• \ \ AREA OSSSALE ,DWGICVUlI0N5) (SEE SHEET EeFOR SECTION t APEJ J LEGEND 70i 77 'I- SPOT SLEi N 0 713 EXISTING SPOT ELEVATIONI I. Pe F1' FINISHED PM ELEVATION 0 82 TC TOP OF CURB tO ]s jp EG MIMIC GROUND Zr (,. FLOW ARROW o >--�-- EXISTING STORM DRAFn STSTEM z a, Ell EXPOSED BEAM m eo w VALLEY GUTTER 0 1 T TOP OF WN1 HOgS: 1. TYPICAL PAD SIZES ME 40' X 70' UNLESS DIMENSIONED OTHERWRE a BOTTOM OF WNL E END OF WILL 2 FINISH FLOOR .0. (FF) 5ISMIUM TO BE 1D• (O3') ABOVE FINISHED PAT (FP). ?� PROPOSED STORM DRAIN SYSfE� ]. MOE�WIN WWI BE A MINIMUM OF Y ABOVE THE ULTIMATE 10O-YFAR PROPOSED WANING WILL EiOMIL = C MAXIMUM EXPOSED BEAM CEO) 5141E BE 13' AS MEASURED FROM FINISH * INDICATES SIDE OF LOT "EYE (L PM v. DRIVE- MUST BE LOCATEG S. FlN6HE0 PAT MUST BE 0.3' ABOVE THE RICHEST POOR ON TYPE W LOTS I 0. A MAXIMUM ORVi SLOPE OF 12X IS PERAIRIED TO Aw10 DROP 0 GARAGES IF A DROP GARAGE LS REQUIRED, THE MAGNUM DRIVEWAY SLOPE BE 1O.R K IALOP GARAGES ARE ALLOWED IC m THE TO IMUM OF B. ALL DRNETO ARE BE PLIOON THE HIGH SIDEO OF llE LOT p q OMERWISE SNMF a. NL WOPIL ALL BE PERFORMED ACCORDING GEDTECHNIM REPORT 2 DATED Wm1o90 HIED JUTE le, mm PWDPNm FR ALPHA TESTING. W DRPOJFx.T Ni 101e.Sa M. 114-Gmo1]1-1GIE56-EW60.M1 ]027910 X- %-"w \ MAPSCOIMPSM N0. OS-C �1. ) + � \ a� � Call UOlorONov dig. N 3WCHM RK NO 1: `� •! mWRE CUT WDH'X IN CENTER AT SAM OF CURB it Ti ]N SOUTH SIDE OF SAUNDA ROD f 45' WEST OF A NNSUY WAY CENTERLINE EIEV ma! It30UME 3FNCHMK NO2: 'X 5' CUT WITH IN CENTER AT BACK OF CUM NORM OF THE PRT OF SWUNG RIDGE AT :OPPW RIDGE ROM. 1 7651 1(={I p1D s' o m 4o e0 an MAX I, ,MAX OE OF RETuwuc uEeR SIDFYARD WPL DETAIL NTS I ��IXGVATON uurt DATE REVISION BY m ,� 061GN �T. PM 1'f_ -"'ll SyEppdp GRADING PLAN fRUl SWINE AS 03' mrnm ON PW : T EXCAVATION UNIT i -� Madero Phase 5 EX ON CAVATINODS A THE CONTRACTOR IS TO PM 1' OL1190E of THE CUM PM B. T/E CONTRACTOR IS ro CUT ON BELOW THE DESIGN SIMME Si C. Ti CONTACTOR IS ro 'CAYUGNP THE OJFR411f WALES ro THE 'DA T HE PROPOSED TOP OF CURB CITY OF FORT WORTH PAD & SWAI.F f)VF�UILD DETAIL r18T T8 S� DENTON COUNTY, TEXAS i, M IA t fINL91m PM rs © © I PIVN IB&N1AT10 2x SIB +IS 1z 0.1 Tm 75M FRN.F,IN 2x II FlNAI f2UU. MNf01M DESI2a AAR3 l,lA PROJECT NO_ m. DVAIt ILK MMO-0112 AM NOV W] A IRE RIGHT OF WAY IS TO BE GRMED AS A 1/4' PER FOOT FALL ro THE STREET. A01 I SCALE ` ,,A� B. TIE FROM YARD IS ro BE 20' B ro A WSIYW ]:1 ADPa THE FROM SEIBMN LINE ro 20' BEYOND THE BACK OF CIRB, 1HEN GAVEL J. eETTw 14RD RUA SLOPED AT 1S TO THE RIGHT-OF-WAY AT THE SHEET. ,AdoA O C THE FCAVATON CONTRACOR SMALL CUT 5' BEHIND THE BACK OF CURE 78 TYPICAL FRONT YA� N TI GF fa sat]s h03- 1. TYPICAL PAD SIZES ARE 40' X 70' UNLESS DIMENSIONED a1. AlµI. PORTIONS OF PROPOSED RETANING WALLS OTHERWISE G FINISH FLOOR ELEVATION (FF) IS ASSUMED TO BE 1O' ABOVE FINISHED PAD (FP). INCLUDING FOUNDATIONS, FOOEP&S. ETC. SHALL NOT (0.0 EXTEND INTO WE RIGHT-OF-WAY. 2 THE MAINIERANCE OF RETAINING WALLS SHALL BE WE 3. FF ELEVATION SAL BE A MINIMUM OF V ABOVE THE ULTIMATE 100-YEAR FLOODPWN ELEVATION. RESPONSIBILITY OF TIRE PROPERTY OWNER ON WHICH THE RETAINING WALL IS LOCATED. 4. MAXIMUM DSOSEG BEAM (ES) sHAL1 BE— AS MEASURED 3 MOUN1NG WALLS GREATER THAN 15' IN HBGHT MUM FROM FINISH PAD (FP). SEPARATE BUILDING PERMITS. RETAKING WALLS GREATER S FINISHED PAD MUSE BE OX ABOW THE HIGHEST POINT ON THAN 24- IN HEIGHT REQUIRE PLANS SGNED AND TYPE 'A' LOTS SEALED BY A UCOISED STATE OF TEXAS STRUCTURAL. !. A MAIGNUM OR AY SLOPE OF I= IS PERMITTED TO AMD OR GEOTECHNICAL ENGINEER. DROP GARAGES. IF A DROP GARAGE IS REQUIRED, WE YAXIUMUM DRIVEWAY SLOPE SHALL BE I= 7. DROP GRACES ARE ALLOWED UP TO A MAXIMUM OF 1.0. 6 ALL DRNEWAYS ARE TO BE PLACED ON THE HIGH SIDE OF THE LOT UNLESS GINERWSE SHOWN. 2. ALL WORK SHALL BE PERFORMED ACCORDING TO GEOFECNNIGL REPORT WGTIOPO DATED JUKE 11% 2— PFAFORYE1, RY ALPHA TESTING III III1'I'jIf•II�IxI I �TIjI' I1111\\� 11( Q N 0 20 40 ED RIGHT-OF-WAY __� FASEARENf II II •f I' II i I II II ` I LEGEND w 71D SPOT ELEVATION ]1.0 EXISTING SPOT ELEVATION FP FINISHED PAD ELLVAnON O TO TOP OF CURB E0 EG I.N.IXGROUND Z F1DW ARROW IDUMNG STORM DUN SYSTEM Z EB EXPOSED BETA m vG VALLEY GUTTER T TOP OF WALL R BOTTOM OF WALL E END OF WALL 10 �L PftOPO5E0 STORM DRAM SYSTEA PROPOSED RETAINING WALL = INDICATES SIDE OF LOT WHERE (L DRNEWAY NUSf BE IRA TED I O K W CIT m. P�IECf N0. 104610 FO: J0114-DIW4.11-10462B-EPADdS z-22m YR FASEMENT io DRAINAGE FACILITY. TSURFAACE F1EVA WIaw�SCO NO. Ox 4124.00 S 1 I D r! ,vee��e'P� R I � ELTI OND eM1• wlwoP.nar,Uelow.• 4:1 YNL 1 _ AMDW�WOu aHs �Y S �- i ' Callmtore vRUOiB. a I e SLOPE J i` SOCAM OUT NWITR V IN CENTER BACK OF CURB R --------' - - ALGAL- ------ ?��`----J I &.. WEST of C H tis __ _ CJS _ GS �� ' JN SOVM SDE OF SALNDA 45 i CA4 F I A I - MNNSTAT COAT CIXTFI3NE FLEV 73GB! 30J 7 4I .8 2" 22A B •O BENCHMARK NO 12• ___-_ ___ _ / SQUARE CUT WITH ]E IN CENTER AT BACK OF CURB 0� VORTN OF THE RCCR OF SERRAIO RIDGE AT � COPPER PoODE ROD. F1FV 70X w i SLOPE SL E y -- _ 1 - I III I I 1 ` T♦ -SiDPf EASEM CAS ENT GTE REvmON I RT �♦ Y♦♦ ♦ I i 0 '� ad \ c ' eA ♦1 m GRADING PLAN ♦ ♦ _ ♦ _ DRAINAGE FMJIIIY PROPOSTiD ^A' PROPOSED BO' `- -- -'_�• _--__ EMSEMENT _ F-- EASEMENT IGMW- _-APPROGMAIE - LOCATION -- CENTEE EEKPoOHf-OF-WAY ER= _ ♦ G Madero I L20WWEEEASEMENT FACILITIFI----------- ------ - - -_ Phase 5 LIMA LANE SWALE CITY OF FORT WORTH SEE SHEET W TOR DETAILED INFORMATION. CONTRACTOR TO LRIIMATE 10 FOOT BUFFER DENTON COUNTY. TEXAS HIDROMULCH AND MANTA 1' EXCAVATON w y ULTIMATE FLOOOPWN LIMITS TAB UNTIL 70% ESUSN_ UNIT qL�J A ® Q TtS 1 FINISHED PA1 6960 fgnW P— 40.e21,0710 Mw�I1' E2 5 :•� 'I5 2K 8 1% DollaAo1.. 75RN FRN-F.1386 FINAL SWALE As F1WL GRADING 0�.. SHOWN ON PLANS 4:1 MAXIMUM fEtVk ROTES I.14 PROJECT NO.: �FXCAVATION UMT 20DRMTG DPZ MDCO-0112 DOD NOI XQ] —� A WE RIGHT OF COAT IS TO BE GRADED AS A 1/4' PER FOOT FALL 10 Qw SCALE 1NE STREET. EXCAVATION NOIFS B.THEFRDYAPO IS TLI BE GRADED TO A MHE BA 7:1 CURB 1' OFFA TH CONRWCTOR IS TO BUILD PAD 1' W BEL OF THE DESIGN PAD THE FROM SEEM LPIE lD 2 F BEYOND THE THE OF CURB. THEN M/A B. THE CONIRICIOR IS TO CUT SWAT' E RCVr TIRE ES M SCONE THE D AT iIO lD TIRE ACTOR SHALLAY AT ' B STREET. G THE CONDiTOP IS 10 'IlAWLICNY 7HE OVFACUT SWNFS 7O 7HE G ME EXGVATWN CONRUCOR SiA1 CUT 5' BFHORD THE BILK OF CUT®.PROPOSED TOP Of GUI®PAD & SWA!_F_OVERBUILD DETAIL TYPICAL FRONT YARDRQIJCH GRADINGDETAIL83 Of 7D S�AL� d�T fo �wLE OF I72 SHFkl2 D TWO cnYOTFOR(woaTH.TOun i Rmernoiu-i=1 CONCRETE PIPE COLLAR 33411D-D416 C(IYOF WORecvlem Rb43Ml MANXOLGSTORRORMEM DRAIN RING9 µD 33051}D417 Roln —d C-- Pipe al Ig ElovRllon - Bottoms Evvn SD3 STA 19+55.41 ;, IjrI Fib CITY PRDIECf N0. 1016T0 ZI b 11 M. ]O11M0200{Jl-10iWl—EOTOE� 1 %—T/910 8 iia W—TPS] IaPsrn NO. ax we INe Elwetlan-Cenlerllne Ewn N,lowwNer.below.. }}IIIII{k$ i NNC�S,' C:III4eforc You dllJ. IT] 304CHMNIN NO 1: 11 aa Ry SOW E CUT WIIH X IN DMDt AT BAX OF CURS Fbx C UM ]N SOUTH SIDE OF SWNOA ROAD 2 45' WEST OF 4NNSTAY WAY CENTERLINE ELEV 73Z& Ue Elewtlon-TOO, Even yv 3OUAR WI aOWAE CUT WRX '%' IN CENTER AT BACK Of CURB OF THE PSR OF SEPoUNO PoDGE AT "1L.........��...�k R.�OPPEI( RIDGE ROAD. ElEV i15.5( Tod. nDToavo-DptlOnPlpe1 mI Z,e Irw��v� 1�rowzwwoA II Redo® I I II II it I RIPRAP PER PLAN DATE REVISION BY A rr A 1-6' WALLS — — — — STORM DETAILS Madero Phase 5 REINFORCING SN4L BE NO 3 BAPS CITY OF FORT WORTH ON 18' CENTERS EACH WAY CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE DENTON COUNTY, TEXAS STRENGTH OF 3000 PSI 1 AT EB DAYS Sto VARIES — 1' MINI IN 6 eel E 5• 1' TOE WALL Daneal Plug JB9.ZA1f0 S Mva00 RCP STORM DRAIN - ONION, Tam: 15308 FRN- N0-- OEM `A LlA PROJECT NO_ GPN1k LIA N(EW—Of t2 SECTION A —A DATE � = Ev r4 W, E SLOP ELl FHEL ADWALN I WRr H/A W ?1E'r TrxE ? 113 aF ,n sREls T +F F pig si! F5i `t3 eip yy33�`a S�al� TYPICAL SECTION L.narn or Brn ......I r. I T. Eaon map• cl ep, • � —/i Ti ml r Bpa E— .. i �1... F.% Bp• x tBo„onl _ , •w-Y7 <Typl <; ,.L— M N I IBpeffaa 9v. 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Cenv.r.len, Rrolamnl a M. 6 Cr w er 6• YIMM .Im W0. nauene 0.AA •p IN '1 x 16P k•L/Tp lull ..TeI°,i° •.ao-: is u.w fo w.+,M o. r.. w I�Nnlq CFO. ]e�61�.IN 0 i]ix�0 �NI+I Pxrl3 fn%!f • .�Ir' R_aWlnL Iro largfn Tp rM povttleb tl)p�6 ul� 1. •nouns• In I+ril �i0)d !p urcwr.e A'e. .• GENERAL NN«Tvvellq +P eASxio—D Spaolrleor Iona. O.alnfacrp lli pl TIIpMwao. w ` All mer.1.•b�Cly 1, cla. +•aMl u ee 5 T f :patio `arwfuaonneni,• aC, ... rC%irols o-ileourrr minlmme ei iv rcsnp+�oT )). ebo o:l�macio..�!soarwkr • P TM uw a Mrnv�sM lorMma.l�a r ,, OPp Pa . ]?�.°0irn.°mm�al°9w•.r ro•lab m°bii alc]w�K.ntl Minrpaf ban Yell M aeluar•e M pevla. e olnlmu w I�/' leer ecwr. al�•`flan 'eoMA a,` c +M Ilw II e mvelevn Can+rae+or'c op I+�pIM i. . eer.oIT -' yerM:r:n.a a w ee>aev aM arylMninp Miel for � • b S11OI1 Onlyy Oe usetl rnen IsrgtfMrliny cx.1m. MJITIOI. Box Cul verrs. HL93 LOADING SHEET ] Or ) ppvallxn NTlm.Ppeltlm MULTIPLE BOX CULVERTS CAST -IN -PLACE 3'-0e SPAN 0' TO 23' FILL MC-3-23 "� I— Pm W NO, 10A6lB x- )o11A-OIooA31-1a{WB-EO'/BBS x-2T910 W LM,PSCYISO0 N0. ax 141ewlalnr.Uelow.� RFNCHUARKS- Ca114clora you HlB. IENQIWRK NO 1: .oUVLE CUT y1N11 W IN CENTER AT BACK OF CURB ON 90uni SIDE or SALINDA BoAD 4 AS• WEST or MNSrAY WAY CENTVILNE ELEV ME ;ENCHNANK NO 2 OLIAR CUT WITH T IN CENTER AT BACK OF CURB IORIN Or THE PCCR or SERRANO moGE AT A. WER RIDGE ROAD. ELEV TBS,SC II II I GATE REVISION BY STORM DETAILS Madero Phase 5 CrfY OF FORT WORTH DEMON COUNTY, TEXAS 6080 NNOM U�d pmS a if Pllono <B9.9i1.0)� DMW, DNlea Tour 75t0E rE90p 1-IA ERN-F-IJB5 I L PROJECT N0: BPxk LU Hf600-0111 �.N 4 DAM. IDI alO3 SCALE NpD: N/A 1 MOTT.. N/A ��ioma. .kE 91FET xn 11M/] 114 ❑ 1II 9RFIS TAR[ n /rw�s(P,�i irr6x.Ft�d�ING ZiGEL 1°�i tMRc ..a'Yt„^ 1 TWE GciiiiiGGGGGCi� SECTION A -A �I�GIIG.G/IGYGI/Go. ff � IL ,F °E 1�� T'IICAL SECTION 4LI m_ SECTION 0-00 h�1 =L� -I L f� °°E �!-� �i_ CONCRETE WINGWALLS W?N SERA - .- FOR 0' SKEW 5OX CULVERTS SW-0 EMENDED CURB DETAILS ECD CRY PROJECT NO. 101555 M. JO/11-OIOOIJI-10/0.!0-EPJ..1' K-DO10 W-"w NI/5C0 NO. OS-G -M 8 3ENCHWIUT NO 1: SOUNtE CUT WTIN '%' M CENTER AT BIDK 6 CUAB ON SOUTH SIDE OF SWNOA ROAD • 45' WEST OF JNNSTAY WAY CENTERLINE. EIEV 75ZU 6ENCH NO L. SQUARE CUT WITH 'K' IN CENTER AT B OF CURB VORR1 OF THE I=R OF SEPoUNO WOGS AT .OFFER MIDGE ROAD. EIEV 755.51C M1619u111011IM I Madero Phase 5 CETY OF FORT WORTH DENTON COUNTY, TEXAS W �F.rIFt� Yr. 1A W10 NwW Em•mry PM1wN rB1.f¢tA]IO SWr00 Oelee, tan 75306 ERN-F-1016 69OE IJA l.lA RRJJECT NO-- WNIk W NRW-0112 D11D NIX = a•1 °` ]4 ETAIE NO@ N/A D610EL 1 BEtiQ! `ARE N/A snT Nn atRWW 1 15 OF tIl W VI + + �] IL I --_ 4 i] 19 ] ] 7 B 9 10 11 �13 113 15 1 I u o lve — 28 I` 28 n \ =�- I I 2 2s I I 2-- n I I 2 24 1`� J —24 I 3 I —24 I 3 24 11i1I I 3 23 23 + 4 / Q 23 I {I 23 \ I 4 © n I ,a 5 22 ]/ s/ n 1l I ]/ I21 ' B 21 I I/B / 1 I / /20 I V. I19 IWI B ( 19 I I e1Zr B / 18 I �q� /. OAY U 16 I 11 16 I I � �►16 11 / /� 11 S III 1 12 ,] 12 , , 12 r ] + 12 1 42 41 b 3B T 36 3] J4 J1 30 23 23 O 2E n \ + IL IMAL- SENYEM17 T 4 1 I/ ' 1 BARRIER AFTER IINAL GRADIN AND OR 1j II I + COALSMOCTIIXI Bv- AFTER P*VENENT 21 l 2 5 B 7 B 9 _11. I it 12 1{ 15 16 17 19 20 _ BU7JN BRONCO TRAIL RAN" SEDWF T 25 4 BARRIER PRIOR T jj'' I/DID OISNRITIM 10 39 . 37 35 33 32 mV2.27 2B 5 A ND �7 ONE t �\ owl / -of NOTE THE GO SHALL CONTACT THE FULLOWNG AT LEAST b NOURS PRIOR TO EKCAVATNG IN THIS AREk- FORTWORM WATER DEPARTMENT t-Bt7-392�{n ATNOS GAS 1-BBB-332-aw , ELECTRIC OELMDTY 1-800-242-9113 CHARTER COMMUNICATIONS 1-817-30 6272 FORT WORTH TPANSPoRTATON/PUSUC WORNS 1-517-3112-5100 FOR OTHER FALTLRIES WWM.TEKASOMORG OR 1-800-545-8005 NOTE 112) LClicfNU J ! dO�PSPoNM OPB ROTOR TO —I'— BARRIER TO BE N LOCATE AND NANTNN INSTNlm PRIOR TO ANY � EOUIPMENT SAGING LAND .--mOR AREA AND EO"ImT INITIAL GAMING O C LAAYJONN MEA (SEE "A" SIR M) O 2 PWIYARY OPERATOR IS SEDIMENT BARRIER ro BE - , , , , , , , , , , .. - o BLE TO INSTALLED AFTER FINAL MIT THE N01, OWING AND/OR AFTER co UPKEEP AND YNMNN PAVFYFNT CONSTRUCTION— — — — — — Z THE GONSMUCTON AND CURB BACKFILL E SITE IN ACCORDWCE WITH LOCAL, STATE ARID ROCK PoPRM CS-�� FEDERAL RmwREMFNR Z FOR EROSION M'0 DISTURBED ACREAGE SmIDMIS=) FLONNCro PONDm 1.0 10 1200 RCm T%R1'AWO) CRADIN OFwT16 k O 3. 5m MMmNTELY CDNtRAGT r- HIIIROMVL01 NL INIET PROIECIION TOTAL DISTURBED: THE COMP AREAS F THE COMPLETION OF SUpFACE F1DN ARROW 60.9 ACRES ALL GRADING ACTWTES w WiMIN THE 100 YEAR ROCK CNECK DAM N I _F.c cmuFpu Ho [O` 4. IF ANY EARTH INTEAW ENTRAN�� car ® a IS ERANSPTR M FRAY EROSION CONTROL THE CHE CO—,CIION NEASUPES NAY SITE, HE CO�� W/9100N'N AREA I �r ERO ONLY RE PIMm IN ft.PON5IB. FOR WA�,.TE AND MAlFAWS 1 FRONT OF INLETS.-NIADANG EROSION 0 1� PHASE 4 IN CHANNELS. CONTROL SNARL SroAAOE LOCATION OIOOB .RNNAGEWAYS OR PPo,10E SMEET EROSION CONTROL F ID:T Ld m BOPRGW DITCHES CIFANING m PUBLIC AT THE RISK OF SMEES ON A DULY Y CONTACTDR. BASS EARTH 1MTElm CONTRACTOR ]LULL IS NOT PEPMTTEO TO CRT PPDIECT N0. 1018]0 REMAIN UABLE FOR ACCUMULATECITY ON ANY m. ]ROUE-020DIJ1-1M0]0-E07BB5 ANY DAMAGE PUBLIC STREETS. USE 5-27910 CAUSED BY TIE OF WASII WATER TO W,-�� NFASURES, WASH SEDIMENT FROM IAA NO. OS-C INCLUDING FLOODING I IS PNDHIBTED. DNIAGE. WHICH - OCCUR DUE TO 5. CONTRUCTOM BLOCKED DRAINAGE. ENTRANCE TO BE 1 AT TIE CONCLUSION DEMNINED BY OWNER. OF ANY PROJECT, NL CHANNELS. B. ALL PNdGAYID. RKa1T DRAINAGEWAYS AND OF WAY ( CAR1lElt WIow AVH.it'.UfIOW. BORROW DITCHES IN CUPS. IRO C COIIMefore You Gill. TIE MW ZONE DMDEiS MLL BE � � SHALL BE DREDGED NNNTNNED A,O MOWED OF ANY SEDIMENT BY THE CONTACTOR IENCHNAPN NO 1: GENERATED BY TIE FOR NIGH GRASS AND MKARE CUT WITH 'K' IN CENTER AT BACK M CURB PROTECT OR WEEDS EVERY 14 DAVS, DEPOSITED AS A JN ]AVM SIDE OF SAIINCA ROAD ! 45' WEST OF RESULT OF EROSION 7. ANY PARIOIIO, RIGHT NINSTAY WAY CFM XNE ELEV 7526E CONTROL MEASURES. OF WAY (ROW) CORNER GU AND ;ENCHMMK NO 2• TRAFFIC OMDERS THAT OIYRE CUT WITH X IN CENTER AT BACK OF CURB \ WERE D pgED IDRTH OF THE PCCR OF SERRNI° PoOCE AT \ DURING CONSMUCITON GOER RIDGE ROAD. ELEV 7B.S.SC \ BE THEIR PUTMATTE OPoGI II \ OF BETTER. 'DOWN IL IN TIE EVENT, GP/SS 1 A \ INS BEEN NSNRSEO NJD ON PAPoOAND. IN THE LOCATION RIGHT A WAY. CORNER cues, OR TRAFF c DMDE16 GONTRACOR \ \ WILL RESTORE GRASS GRASS WILL BE \ ESAf4EHED AT LOOS DATE REVISION BT BY THE CONRALiOR \\ 9. TOR PARWMO. ISWM CONSTRUCTION \ Rows/ AEDAN. PLAN \ \ CONIPACTOft WILL USE \ \ CLEAN TOP SOIL WITH \ \ NO ROCKS TO BACK SG, OA H�rypUDTNG OF SEEDING. Madero f0. GRADING TO BE \ \ ; ENT 51 92-57DO Phase 5 \ \ \ ARD MASE PRIOR TO SEEDING OR \ \\ \\ ( �EOSIAO SOD. \ \ \ 11. DBhERY TICKETS OF \ \\ \1 FUG AN SOLAsU. BE CITY OF FORT WORTH \ \ \ \\ REQUEST THIS Is N DENTON COUNTY, TEXAS ^ \ \ \ \ SECTION 33�-1� IT \ RBATTS TO�A RRES RATION OF THE w N� N , L[AdCAmdEavwry Rus AB9A11A110 12. FINAL LOCATOR OF W,, ONSRE WASTE AN0 an'. t— 75 FRN-113E5 DEIERMN�I. T,E G3Gk LAMTWN Ir I.IA PRDIECT N0: FIELD.IpAyy: CIAZ NT]00-0112 DAM NOV 2@3 II - I STONE INSTALL ROOK CHmK 'Am I I P � Dvuu :. umcx qp; N/A 9ND I .H� 119 Ili' OF to9ET Exhibit "C" CITY OF FORT WORTH STORMWATER FACILITY OPERATION AND MAINTENANCE PLAN The only responsibility the City of Fort Worth has in the operation and maintenance of this Facility is inspection. General Maintenance Procedures The structural and functional integrity of the Facility shall be maintained at all times by removing and preventing drainage interference, obstructions, blockages, or other adverse effects into, through, or out of the system. Periodic silt removal shall occur when standing water conditions occur or the pond's storage volume is reduced by more than 10%. Silt shall be removed and the pondibasin returned to original lines and grades shown on the approved engineering plans. In addition, corrective measures are required any time a basin does not drain completely within 72 hours of cessation of inflow. NO STANDING WATER IS ALLOWED in basins designed for dry detention purposes. Accumulated litter, sediment, and debris shall be removed every 6 months or as necessary to maintain proper operation of the basin. Disposal shall be in accordance with federal, state and local regulations. Detention facilities shall be mowed monthly between the months of April and October or anytime vegetation exceeds 12-inches in height. To prevent debris from entering and clogging the downstream storm sewer system a wire mesh screen or similar screening device shall be installed over the outlet until final acceptance. 4. PREVENTIVE MAINTENANCE/INSPECTION • Visual inspections of all components will be conducted every 6 months. • A log shall be kept of maintenance actions, and inspections. The log should document the condition of the detention system's primary components, mowing, and silt, litter and debris removal dates. Document aeration of the basin bottoms and replanting to prevent the sealing of the basin bottom. • Written maintenance and repair records shall be maintained by the party or parties signing the attached Agreement and shall be provided to the City upon request. STORMWATER FACILITY MAINTENANCE AGREEMENT 11 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 DATE REPAIRS REPAIRS NOTES REQUIRED MADE STORMWATER FACILITY MAINTENANCE AGREEMENT 12 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 13 Rev. 03/01/2022 BN