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Home My WebLink AboutContract (3)Date Received: 3/17/2025 Time Received: 1:22 p.m. Permit No.: SWFMA-24-0121 City Secretary No.: 59334-A1 AMENDMENT TO CITY SECRETARY CONTRACT NO. 59334 STORMWATER FACILITY MAINTENANCE AGREEMENT This AMENDMENT TO CITY SECRETARY CONTRACT NO. 59334, STORMWATER FACILITY MAINTENANCE AGREEMENT is made and entered into by and between the CITY OF FORT WORTH, a municipal corporation of Tarrant County, Texas, acting herein by and through its duly authorized City Manager or duly designated Assistant City Manager, hereinafter referred to as the "City", and LENNAR HOMES OF TEXAS AND CONSTRUCTION, LTD, herein referred to as "Landowner", acting herein by and through its duly authorized representative Jennifer Eller. RECITALS WHEREAS, the City of Fort Worth ("City") and LENNAR HOMES OF TEXAS AND CONSTRUCTION, LTD ("Landowner") made and entered into City Secretary Contract No. 59334 (the "Agreement") to authorize the use of on -site stormwater management facilities (the "Facility") to be constructed and maintained on a portion of Landowner's property; and WHEREAS, the Agreement was recorded with the property records of the Tarrant County as Document No. D223078519 which is one and the same as City Secretary Contract 59334. WHEREAS, the Agreement contains exhibit(s) "A" and "B" that depicts the location and design specifications of the Facility; and WHEREAS, it advisable to execute this Amendment to the Agreement to revise exhibit(s) "A" and "B" in the Agreement to depict changes in location and design changes being added to the original agreement; and Revised 03/01/2022 BN Page 1 of 6 NOW THEREFORE, City and Landowner, acting herein by and through their duly authorized representatives, enter into the following that amends the Agreement: 1. Exhibit A is hereby replaced with Exhibit A-1 attached hereto and incorporated herein to the Agreement, consisting of a revised location description of the Facility. 2. Exhibit B is hereby replaced with Exhibit B-1 attached hereto and incorporated herein to the Agreement, consisting of revised design specifications of the Facility. 3. This Amendment shall be filed with the City Secretary as an amendment to the Agreement and also recorded among the land records of Tarrant County, Texas, and 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. 4. All other provisions of the Agreement which are not expressly amended herein shall remain in full force and effect. REMAINDER OF THIS PAGE INTENTIONALLY LEFT BLANK Revised 03/01/2022 BN Page 2 of 6 Executed this day of 2025. CITY OF FORT WORTH LANDOWNER LENNAR HOMES OF TEXAS LAND CONSTRUCTION, LTD. a Texas limited partnership By: U.S. Home LLC �laware limited liability company its eneral partner Jesica McEachern By: J�]nifer Ell Assistant City Manager Its: Authorized ent City of Fort Worth Date: M a r 17, 2025 Date:�� Contract Compliance Manager: Approved as to Form and Legality: By signing I acknowledge that I am the person responsible for the monitoring and administration of 71 this contract, including By: Matthew Murray ensuring all performance and reporting Title: Senior Assistant City Attorney requirements. City Attorney's Office Date: Mar 14, 2025 kalv(ice Meptr'ch Kandice Merrick (Mar14, 202515:39 CDT) Kandice Merrick ATTEST: Planning Manager � ,,&-Z'�c Date: Mar 14, 2025 Jannette Goodall, City Secretary City of Fort Worth Date: M a r 17, 2025 Revised 03/01/2022 BN Page 3 of 6 STATE OF TEXAS § COUNTY OF TARRANT § This instrument was acknowledged before me on March 17th, 2025 by Jesica McEachern, Assistant City Manager of the City of Fort Worth, on behalf of the City of Fort Worth. <PaYP� 11TR1EEN BRADFORD 1 of Notary Public �y/�►� STATE OF TEXAS 9�P Notary I.D. 12197197 My Comm. Exp. Apr. 12, 2027 - - - - - - - - - - - - - - - LANDOWNER STATE OF ( e )( a 5 COUNTY OF 0 0(. < i k S Notary Public, State of Texas 0 BEFORE ME, the undersigned authority, a Notary Public in and for the State of !►'1 a r� h'7 j-L,, 25' , on this day personally appeared J e q 4 r �e/ [ Rev (name of executor), Avt-Ff1 *, �✓l`� (title of executor), 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 L4f%nw H0%,-$ 0�-, �G'�tis L-4,,x A., (Landowner's name), (entity type), and in the capacity therein stated. GIVEN UNDER MY ND AND SEAL OF OFFICE this day of Al of / GVl , 20 '?S ,uo,) ,e i�dx3 uor�>1 OwaeaoN Zra,! gy�ytlSnOW 1 MOOSA p,1A35� �, 997. ery10 No�,%ss\cn�,,%res Notary Public, State of tom r 6 1�IS y MHNovem� Revised 03/01/2022 BN Page 4 of 6 EXHIBIT "A -I" LEGAL DESCRIPTION Revised 03/01/2022 BN Page 5 of 6 EXHIBIT "A" STORM WATER FACILITY MAINTENANCE AGREEMENT BEING 15.463 ACRES OF LAND SITUATED IN THE SHELBY COUNTY SCHOOL LAND SURVEY, ABSTRACT No. 1375, CITY OF EVERMAN, TARRANT COUNTY, TEXAS, AND BEING A PORTION OF A TRACT OF LAND DESCRIBED TO KLLB AIV LLC BY DEED RECORDED IN COUNTY CLERK FILE No. D222218354, OFFICIAL PUBLIC RECORDS, TARRANT COUNTY, TEXAS, AND BEING A PORTION OF THOSE TRACTS OF LAND DESCRIBED TO MCM JONES FAMILY INVESTMENTS BY DEEDS RECORDED IN COUNTY CLERK FILE NOS. D207033788 AND D218013992 OF SAID OFFICIAL PUBLIC RECORDS AND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING AT A 5/8-INCH CAPPED IRON ROD STAMPED "LJA SURVEYING" FOUND FOR THE NORTHEAST CORNER OF SAID KLLB AIV TRACT; THENCE SOUTH 01°01'38" EAST, WITH THE EAST LINE OF SAID KLLB AIV TRACT, A DISTANCE OF 439.28 FEET TO A 1/2-INCH IRON ROD FOUND; THENCE SOUTH 06°00'00" WEST, CONTINUING WITH SAID EAST LINE, A DISTANCE OF 17.84 FEET; THENCE OVER AND ACROSS SAID KLLB AIV TRACT, THE FOLLOWING COURSES AND DISTANCES: SOUTH 89°11'13" WEST, A DISTANCE OF 486.69 FEET; SOUTH 00°48'47" EAST, A DISTANCE OF 116.66 FEET; SOUTH 44°11'13" WEST, A DISTANCE OF 14.14 FEET; SOUTH 89°11'13" WEST, A DISTANCE OF 270.00 FEET; NORTH 00°48'47" WEST, A DISTANCE OF 115.00 FEET; SOUTH 89°11'13" WEST, A DISTANCE OF 500.00 FEET; SOUTH 00°48'47" EAST, A DISTANCE OF 115.00 FEET; SOUTH 89°11'13" WEST, A DISTANCE OF 20.00 FEET; NORTH 00°48'47" WEST, A DISTANCE OF 315.00 FEET; SOUTH 89°11'13" WEST, A DISTANCE OF 110.00 FEET; NORTH 00°48'47" WEST, A DISTANCE OF 20.00 FEET; NORTH 89°11'13" EAST, A DISTANCE OF 110.00 FEET; NORTH 00°48'47" WEST, A DISTANCE OF 124.74 FEET; SOUTH 73°05'14" WEST, A DISTANCE OF 120.71 FEET; NORTH 50°53'15" WEST, A DISTANCE OF 19.72 FEET; NORTH 27°44'20" EAST, A DISTANCE OF 137.84 FEET; SOUTH 89°11'13" WEST, A DISTANCE OF 319.47 FEET; NORTH 56°34'08" WEST, A DISTANCE OF 42.71 FEET TO THE NORTH LINE OF SAID KLLB AIV TRACT; Page 1 of 3 EXHIBIT "A" STORM WATER FACILITY MAINTENANCE AGREEMENT THENCE NORTH 89°00'S7" EAST, WITH SAID NORTH LINE, A DISTANCE OF 54.22 FEET TO A 4-INCH METAL FENCE POST FOUND FOR THE SOUTHWEST CORNER OF A TRACT OF LAND DESCRIBED TO EVERMAN CEMETERY ASSOCIATION BY DEED RECORDED IN VOLUME 2838, PAGE 240 OF SAID OFFICIAL PUBLIC RECORDS; THENCE NORTH 89°39'22" EAST, WITH THE SOUTH LINE OF SAID EVERMAN CEMETERY TRACT, A DISTANCE OF 564.32 FEET TO A 4-INCH METAL FENCE POST FOUND FOR THE SOUTHEAST CORNER OF SAME TRACT; THENCE NORTH 88°58'22" EAST, WITH THE NORTH LINE OF SAID KLLB AIV TRACT, A DISTANCE OF 286.56 FEET; THENCE NORTH 00°48'47" WEST, DEPARTING SAID NORTH LINE, OVER AND ACROSS SAID MCM JONES FAMILY INVESTMENT TRACTS, A DISTANCE OF 705.51 FEET TO THE SOUTH RIGHT-OF-WAY LINE OF EAST ENON AVENUE (A VARIABLE WIDTH RIGHT-OF-WAY); THENCE NORTH 89°31'27" EAST, WITH SAID SOUTH RIGHT-OF-WAY LINE, A DISTANCE OF 30.00 FEET; THENCE SOUTH 00°48'47" EAST, OVER AND ACROSS SAID MCM JONES FAMILY INVESTMENT TRACTS, A DISTANCE OF 705.22 FEET TO THE NORTH LINE OF SAID KLLB AIV TRACT; THENCE NORTH 88°58'22" EAST, WITH SAID NORTH LINE, A DISTANCE OF 772.09 FEET TO THE POINT OF BEGINNING AND CONTAINING A CALCULATED AREA OF 15.463 ACRES (673,563 SQ. FEET) OF LAND. AARON C. �ROWigR.P.L.S. REGISTERED PROFESSIONAL LAND SURVEYOR -OF TEXAS REGISTRATION NO. 6702 LJA SURVEYING, INC. 3017 WEST 7T" STREET, SUITE 300 •• �•••••••••°°•°°••°°°°•�•°• AARON C. BROWN FORT WORTH, TEXAS 76107 °••....••°•••........ •• 817-288-1900 `; 6702 TBPELS FIRM NO. 10194382 SURv� Page 2 of 3 January 29, 2025 E ENON AVENUE (VARIABLE WIDTH R.O.W.) MARK A JONES VOL. 13519, PG. 262- O.P.R.T.C.T. �- EVERMAN CEMETERY 0 00 ASSOCIATION a J °I.° VOL. 2838, PG. 240 O.P.R.T.C.T. ZNzwr�E- MARK A & a Z CA Q o a MARCI D JONES to CL X*o VOL. 9212, PG. 734—\ > O.P.R.T.C.T. U Z U M — 4" PIPE 4" PIPE FENCE L17 POST L18 47 L15 v L10 J J L8 J SGN00- SN��OgS�p c� No P DRAINAGE FACILITY EASEMENT C.C.#D222226653 L1 9 ` O.P.R.T.C.T. MCM JONES FAMILY N INVESTMENTS, LTD C.C.#D218013992 0 0 O.P.R.T.C.T. 3 W MCM JONES FAMILY INVESTMENTS, LTD I� PARCEL B C.C.#D207033788 CO 00 O.P.R.T.C.T. O N DRAINAGE FACILITY Z EASEMENT FENCE C.C.#D222226659 POST 0.P.R.T.C.T. �N88'58'22"E N88'58'22"E 772.09' 286.56' 15.463 ACRES STORM WATER FACILITY (673,563 SQ. FEET) MAINTENANCE AGREEMENT C.C.#D223078519 0.P.R.T.C.T. PROPOSED DEVELOPMENT PHASE LINE \ PHASE 1 \ PHASE 2 N S89' 1 1' 13"W S89' 1 1' 13"W J � 486.69' 500.00 S89' 1 1' 13"W 270.00' KLLB AIV LLC C.C.#D222218354 0.P.R.T.C.T. 0' 150' 300' POINT OF BEGINNING 5/8"CIRF 41000"LJA SURVEYING" Lv o 00 00 M_ 04 N J ww aMU H MO 0 0 0 J ZwzV^p~ E-apn 0 Uj 1 /2"IRF : Z 0 (CM) �J J 0 CO J Q U M l � H J U NZWI-H O V)a. z 0 j U U Z U LINE BEARING DISTANCE I LINE BEARING DISTANCE L1 S06°00'00"W 17.84' L11 NOO°48'47"W 124.74' L2 S00`48'47"E 116.66' L12 S73°05'14"W 120.71' L3 S44° 1 V 13"W 14.14' L13 N50°53' 15"W 19.72' L4 N00°48'47"W 115.00' L14 N27`44'20"E 137.84' L5 S00"48'47"E 115.00' L15 S89°11'13"W 319.47' L6 S89°11'13"W 20.00' L16 N56°34'08"W 42.71' L7 N00°48'47"W 315.00' L17 N89`00'57"E 54.22' L8 S89°11,13"W 110.00' L18 N89°39'22"E 564.32' L9 N00°48'47"W 20.00' L19 N89`31'27"E 30.00' L10 N89"11'13"E 110.00' LEGEND CIRF CAPPED IRON ROD FOUND CC# COUNTY CLERK FILE No. O.P.R.T.C.T. OFFICIAL PUBLIC RECORDS, TARRANT COUNTY, TEXAS BASIS OF BEARINGS IS GRID NORTH, TEXAS STATE PLANE COORDINATE SYSTEM OF 1983, NORTH CENTRAL ZONE, (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: 01/29/2025 EXHIBIT " A ll LJA Surveying, Inc. 104 PAGE 3 DRWN BY: S.A.T. STORM WATER FACILITY MAINTENANCE AGREEMENT 3017 West 7th Street Phone 817.288.1900 3CHKD BY: A.C.B. SITUATED IN THE Suite 300 OF PROJ NO. 0178 SHELBY COUNTY SCHOOL LAND SURVEY, ABSTRACT No. 1375 Fort Worth, Texas 76107 T.B.P.E.L.S. Firm No. 10194382 CITY OF EVERMAN. TARRANT COUNTY. TEXAS EXHIBIT `B-1" DESIGN PLANS AND SPECIFICATIONS Revised 03/01/2022 BN Page 6 of 6 EXHIBIT `B" Pecan Meadows Phase 1 Plan Sheets • Pond Grading Plan • Drainage Area Map • Hydraulic Calculations • Storm Drain Plan and Profiles • Detention Pond Plan • Storm Drain Details • iSWM Construction Plan • Rollmax Detail Pecan Meadows Phase 2 Plan Sheets • Grading Plan • Drainage Area Map • Hydraulic Calculations • Storm Drain Plan and Profiles • Storm Drain Details • iSWM Construction Plan STORMWATER FACILITY MAINTENANCE AGREEMENT 10 Rev. 03/01/2022 BN 10111 .J Z OW CORNER CUP - A TRIANGULAR RIGHT-OF-WAY DEDICATGN MEASURING 10 7 FEET BY 10 FEET. MEASURED AT THE PROPERTY LINE, IS REQUIRED AT THE INERSECTION OF TWO STREETS DRIVEWAY LOCATIONS MUST NOT INTERFERE WITH INTERSECTON FUNCION 3. PROPERTY IS IN THE CITY OF FORT WORTH. N 4 PRIVATE SPACES (DOS.) TO BE DEDICATED TO AND MAINTAINED BY A 5 (ROPOSED EASEMENTS SHOWN ARE UTILITY EASEMENTS (UE) AND WALL U' MAINTENANCE EASEMENTS (WME) 6 MINIMUM FINISHED FLOOR ELEVATIONS SHALL BE 2 FEET ABOVE THE 100-YR WATER SURFACE ELEVATIONS WITHIN THE STREET NOTICE: SELLING A PORTION OF THIS ADDITION BY METERS AND BOUNDS IS A VIOLATON OF CITY SUBDIVISION ORDINANCE AND STATE PLATING STATUES AND O IS SUBJECT TO FINES AND WIIHHDLDING OF UTILITIES AND BUILDING PERMITS 2— E. ENON AV :. n REMslous (JArvunNv zOza). (VARIABLE WIDTH 'R.O.W.) 1 SHIFTED LOTS 21-33. BLOCK 12 f 2 REMOVED LOTS EAST OF STREET 13 MGM JONES 3 UPDATED CONNECTVITT INDEX FAMILY GATED SINGLE FAMILY TABLES INVESTMENTS. LTD 33 6 UPDATED LAND USE°SUMMARY TABLE 5 UPDATED PEN SPAE TALE°COPRTD20°CTJ88 35 it FYI RENSIONS LMAY 2024) STRIBUII°N EASEMENT NT -F � / O,MypF'- �A"" �.V' D LOTS 34-38, BLOCK 1 AND RIGHT -OF -WA' 1 I NppR F`pM 0� 2. UPDATED BOUNDARY VOL 5367, PG 651 OPT'_ i yI MAR6A & 3 UPDATED SINGLE FAMILY TABLES OPRTCT C� EVERMAN CEMETERY N RCI D JON UPDATED OPEN SPACE TABLE ASSOCIATION L 9212, P 5 UPDATED BLOCK LENGTH TABLES VOL 2838, PC 240 _ 6 UPDATED LAND USE SUMMARY TABLE BEGINNING71i2T� N DISTRIBUTIO F/SEMAND RIGHTOF-WAVOL 536J, PG 65PRTCT 55' RIGHT OF WAY DEDICATION-1 x I IIII I pI PHAS O l 25' DISTRIBUTION EASEMENT �.. '`. LL AND RIGHT OF WAYPRESWar - 9"19'10 W 340' RIGHT O WAY 583J} 22' TIVE RIGHT OF WAY n ME RO MANUFACTURING SUPPORT SERVICES kg_ $q 4 ENGINEER: �g IJA ENGINEERING, INC. i E 6060 NORTH CENTRAL EXPRESSWAY _ SUITE400 o Al DALLAS, TEXAS 75206 £ PHONE (469) 621-0710 LJA ENGINEERING TEXAS REGISTRATIONF-1386 LAND USE SUMMARY . USE RESIDEMNL NONR EDIDEMNL ;ACREAGE DENSITY POPULATION no „s.4 UNITS I' RESIDENTIAL LOTS 349 - 4829 ]22J6 104J PRNATE OPEN SPACE - 5 1905 - - wm I, COMMERCIAL LOTS - 0 - - - -] ROW _ - 47 TOTAL 349 5 B4.J39 - 1047 l l 39SANITARY SEWER FAsEM ENT SG' DRAINAGE EASEMENT 0k INGRESSEGRESS UTILITY EASEMENT OF ENT (PER AMENDMENT OF EASE) C.C.# D484 OPR TO TT. ` MGM JONES FAMILY INVESTMENTS, LTD I1 CC MD20]033]88 OP RTCT. .I 10k I 20 PIPELOR NOTEASEMENT / 1 20' WIDE PI 1 C C D 1266556 OPR CT 30' SANITA SEWER EASEMENT I� 1I1 KLLB AIV LLG 15' $ANITARY— C.#0222218354 SEWER EASEMENT OPRi CT � C G# D212263949 C PR.TC.T. li----- / 589'1113'W 130941' J.RIG EASEMENT /// 10n SHELBY ROAD RIGHT OF WAY IPxuRAnni R0x) 30' WIDE WATER FACILITY 350' A '�T PRESCRIPTIVE CC IfD21219232 RIGHT OF WAY 0P.R.T.0 T. R96 fib, v y JONES FPMI I ESFMENTLTD D C. #D20J03J88 O.P RT CT JERRY R JONES FAMILY INVESTAENTS, LTD C C # )20J033]8 9PAl'CF— 1ILI C OFIR 11 TC T. ac JAMES P REEV£i 10NENT LAND ^ m1 J102, PG JIB / EA8 5 pOP R.T CT / RIGHT-OF-WAY VOL. 8344, PG. ISO VOL BJ52, PG 2225 _ _ t0i. WAY OP.RTC.i I UIIUTY ACCESS EASEMENT AND ASEMENT (gppROXIRIGIMA EF LOCATION) _ VOL 84P1R0, PG 996 LOT 1 LOT } a OARLOS ENRI'a9 mr NATHAN QUE v CANELOS CANE S I EASEMENT AND RIGHT-OF-WAY (APPROXIMATE LOT 2 °CA ) 996PG1369 OPR CT. -a CANE OS GROVE DIIIOf K WAYNE VISEIIi -- C C # 021604 J45 I C C.# D208453331 OP RTCT OPRT.CT. ILJI `SO' WATER FACILITIES ffi EASEMENT �40' ROW DEDICATION FI VICINITY MAP NOT TO SCALE LO ROWCORNER CLIP W 10' M TYFII _qR R{/s IP OFIAII LE—G�E �D ��'� cxlsnucuma cw0ry REFERENCE CASE NO PP-22-004 PP-22-004 OWNER/DEVELOPER: OWNER: SERVICE PROVIDERS CONNECTIVITY INDEX sU ANAL QE RIPTI°" pAieA 84.739ACRE PRELIMINARY PLAT LENNAR HOMES OFTEXAS AND MCM JONES FAMILY ELECTRIC SERVICE: ONCOR #LINKS 28.5 s oy24/2 P[c4N Mfaoows PR[uM PIAT oi/09/22 O O E FOR CONSTRUCTION, LTD INVESTMENTSLTD _ _ 15 #NODES 19 Os/132a PANMINARY RLVISION SHELBVCOUNTYSCHOOLLAND SURVEY, ABSTRACT NO. S 1375 PECAN MEADOWS m 1707 MARKETPLACE BLVD SUITE 100 IRVING, TX 75063 9D4 E ENO ACE FORT WORTH, E 76140 WATER SOURCE' COFW THIS PLAT HASATOTAL OF 26 , a PHONE'(469)-587-520D PHONE'(817)478-9997 (SEWER SOURCE COFW NO CUL-DE-SAC BLOCK FACES & s CITY OF FORT WORTH, SCALE: 1"=200' MAPSCO. 335 Ci SCHOOL DISTRICT EVERMAN ISD 0 LONG BLOCKS 6 TARRANT COUNTY, TEXAS PROJECT NO. 0178 1I NOTES. Y 1 ROW CORNER CLIP - A TRIANGULAR RIGHT-OF-WAY DEDICATION MEASURING 10 FEET BT 11 FEET, MEASURED AT THE PROPERTY LINE, IS REWIRED AT THE NTERSECTON OF TWO STREETS 2 ORIYEWAY LOCATIONS MUST NOT INTERFERE WITH INTERSECTION FUNCTION 3 PROPERTY IS IN THE CITY OF FORT WORTH N 4 PRIVATE PEN SPACES (POS) TO BE DEDICATED TO AND MAINTAINED BY HOA 6 EASEMENTS SHOWN ARE UTILITY EASEMENTS (UP) AND WALL ] WATER MAINTENANCE EASEMENTS S WT 'FINANCE AND STA A FIAT' 6 MINIMUM FINISHED FLOOR ELEVATIONS SHALL BE 2 FEET ABOVE THE 100-YR ON WATER SURFACE ELEVATIONS WITHIN THE STREET. rva LAT SELLING TY C'.D V"maN OT"ROI ADDITION BY ATE IL TTNI FI 'Es AND IS SUBJECT TO FINES AND WITHHOLDING OF UTILITIES AND BUILDINGTPERMITS. D 4W E ENON AVE n REWIII (IANUARr zo23) (VARIABLE WIDTH R.O.W.) FT SHIFTED LOTS 21-33. BLOCK 12 2 REMOVED LOn EAST OF STREET 13 MCM JONES r 3 UPDATED CONNECTNtt INDEX FAMILY i 4. UPDATED SINGLE FAMILY TABLES INVESTMENn, LTD 5 PDATED OPEN SPACE TABLE C C /D207033788 - ti+ LOT 6 UPDATED LAND USE SUMMARY TABLE ROPRTCT oLOCEVE PEIX YPENATWE 1 MAINTAINED OPENLSPACE0004DAC11 IJ i F`pOOg 1OV, P1 RUPDAIED BLOT OUNDARY e, BLOCK 1 D AND 51367,T PG 65 f TL'll J \3UPDATED SINGLEAMILYTABLESVIR CT I EVERMW CEMETERY M1R11 D IGNRSUPDATEOPEN SPACE TABLE VOL A2836SIC APIG"2REM. 5UPDATED BLOKLENGTH TABLES V)L. 9212, P6UPDATED LAND USE SUMMARYTABLEPOINT OF/Cl��RTC BEG NNINC�F� � BLOCK 2 LOT iX PRNATf-e93 s6HOA/DEVELOPER OWNED & Jn ?0 } N �2 �31j4 MAINTAINED OPEN SPACE 0.34 AC 1 ^20' W1B4lPIP VOL 5367T PG 653 1 T N 55RIGHT OF WAY DEDICATION ,RIJ I1 p CENTERLINE CURVE DATA III((R DELTA RADIUS LENGTH CHORD C-L f 4 R C, 8'it'00" 500 00' 71 41' 1116'41'W Jt 35' f II C2 8'11'00" 42000' 599W S 16'43'W 59,94' - II C3 8'11'00" 420 00' 59 99' ST16'43'W 59 94' a ° I C4 811'00" 77000' 10998' SY16'43'W 10988' x R cs 1i36' 251ao' 37 55' SS29'22'W 37 5t' o z x C6 8'36'19 250.00' 37 55 3'29 5'22'W 37.51 4 TANGENT SEGMEIT DATA LABEL LENGTH CHORD L1 803' N89'1V13'E L2 939' SO'48'47"E L3 530' S89'11'13"W L4 1567' Sb48'47"E LS 1567' 1122'13'W L6 1567' SO4847"E L7 1749' SO48'47"E L8 1230 N89'1 V13"E 0 1749 ST22'13'W L10 1]49' SO4B 47"E 11 961' N89'I V13'E L12 66 569'11'13"W L13 967' N89'11'1 YE L14 541' S048'47"E L15 541, ST47'32'W s L16 54,' 048'47"E Rg L17 810' SO'48'47"E $ L18 459' N89'11'13'E 6` L19 BID L 0 270 F LA14 LJA ENGINEERING ``Nj®�c •I� ®gal Jr � S 39' SANNANY SIWIR SEMENT 30' DRAINAGE EASEMENT 10R 20' INGRESS/EGRESS UTILITY EASEMENT 'A' (PER AMENDMENT OF LEASE) C C R 0210208484 OPRTCT \Il OPRTCT `DETENTION 30' SANTARY SEWER EASEMENT EASEMENT � l 20' PIPELINE( EASEMENT ILL$ AIV LLC n L-- 1 15 -TAR } 58VI1'13W 130941' / .FIG19' EASEMENT J////j IOn / RIGHT OF WAY 3C' WIDE WATER FACILITY 350' PRESCRIPTIVE SEMENT RIGHT OF WAY C.C� D2142t 9232 0 P.R T.0 T. MCC JONE FAMILY C C XDI20 7 LAND USE SUMMARY USE RESIDENTIAL NONRESIOENILAL ;ACREAGE DENSOY POPULATION( UNITS LOTS RESIDENIIAL LOTS 349 - 48.29 7.2276 1047 INNATE OPEN SPADE - 5 19 05 - - 111 coMMEROWL Lon = 0 11 4o TOTAL 349 5 B4.73D - 1047 ;R Vry7 'y MAIMAINED OPEN° PACE1 Sol 1F E��m 6 71E ao� .0 ,�D2D703J768 O.P R.T.G.J. RRY R Q USSELL VOL 139411 0. olm 0PR R ?C3T J NVES\ENn, LTD C�'I. TI BLOCK LENGTH TABLE I BLOCK LENGTH TABLE BLOCK FACE LENGTH I BLOCK FACE LENGTH BLOCK 1 LOTS 1-15 738' I BLOCK 10 LOTS 1-12 588' BLOCK 1 _OTC I6-23 398' I BLOCK 10 LOTS 13-24 594' BLOCK 1 LOTS 24-33 520' I BLOCK 11 LOTS 1-12 590' BLOCK 2 LOTS 1-17 BRG' I BLOCK 11 LOTS 13-24 590' BLOCK 3 LOTS 1-5 260' I BLOCK 12 LOTS 1%-9 BLOCK 3 LOTS 118 669' I BLOCK 12 LOTS ::3 BLOCK 11 J6' BLOCK 3 LOTS 19-31 669' BLOCK 3 LOTS 32-36 26G' BLOCK 4 LOTS 1-13 640' BLOCK 4 LOTS 14-26 640' BLOCK 5 LOTS I 18 890' BLOCK 5 LOTS 19 36 890' BLOCK 6 LOTS I-15 ]40' BLOCK 6 LOTS I6-30 740' BLOCK 7 L0n 1-8 430' BLOCK 77707 9-24 7"' BLOCK 8 LOTS 1-15 787' BLOCK 8 _OTC I6-30 784' BLOCK 9 LOn 1-18 890' BLOCK 9 LOn 19-36 BIG' 'I' F14 E Y9 v\ 15498. IT aE §940} $ .11} } B�� OPRTCT PHASE 16 YBLOCK 12 LOT 1% PRIVATE HOA/DEVELOPER OWNED & R6 Ai93 } $ '� �TS MAINTAINED OPEN SPACE 322 AC ' 13 T$ DAMES P REEVT OM1 /101 17102 PG ] EASEMENT AND OP.R.TC T. RIGHT-OF-WAY VOL VOL 87344 PG 160 52, PG 22 25 6 v,� O.I ITCT EASEMENT (APPRO% MATE LOCATION) VOL B410 PG 996 1 R O�P.R T.CT --E9--UX i$ ilm ryATL ENRILOS 1EN NELOS CANE US I EASEMENT AND cHT of war 10' UTILITY ACCESS I (APPRO%(MATE LOCATION) - _ R n EASEMENT I VOL 7996, C 1369 OPRTC T. 62. 2$2S2 12 CAC1CA D2�fi049744 °f 'TACK WAYNE VISE( O P R T C T C C.# D208453331 OP.RT.CT. ILJI SHELBY ROAD 30' WATER FACTURES (1-1—vow) EASEMENT .. ID. ROW DEDICATION 6 f VICINITY MAP NOT TO SCALE 3 � ROW rc CORNER CLIP 1G.NO LEGEND �'"� mmxe"TvacwoPr 489'1 V1 YE REFERENCE CASE ND. PP-22-004 PP-22-004 ENGINEER: OWNER/DEVELOPER: OWNER: SERVICE PROVIDERS CONNECTIVITY INDEX SU are AL DESCRIPTION pAeA 84.739ACRE8 PRELIMINARY PLAT UAENGIR LENSTR HOMESOFTEAS AND MVESTMECM SS, ELECTRIC SERVICE: ONCOR #LINKS 285 o2/24/22 PECAN MFAoow6 PRELIM PLAT IO/0/221 O F FOR H CENTRALING 6060 NORTH CENTRAL EXPRESSWAY CONSTRUCTION, LTD LTD, INVESTMENTS, LTD, _ = 1.5 #NODES 19 us /1 PREUMINARYPwTRLVISION SHELBVCOUNTYSCHOOL LAND SURVEV,ABSTRACFNO. PECAN MEADOWS m SUITE d00 1707MARKETPLACE BLVD SUITE 100 904ELION ACE (WATER SOURCE: COFW 1375 DALLAS, TEXA575206 IRVING, TX 75063 FORT WORTH, TX 76140 THIS PLAT HAS A TOTAL 0126 ,4 PITONE(469)621-0710 TEXAS REGISTRATION F-1386 PHONE'(469j-58]-5200 PHONE: (81])4]8-999] SEWER SOURCE' COFW NONCUL-DE-SACBLOCK FACES& S CITY OF FORT WORTH, SCALE 1"-200' MAPSCO. 335 r SCHOOL DISTRICT: EVERMAN ISO 0 LONG BLOCKS 6 TARRANT COUNTY, TEXAS i PROJECT NO.0178 IVld AdVNIWIl3'dd SMO4V3W NVD3d 8L10-009X1N I �YYYYYYYYYYYYYYYIN YYYY q hkxxkkgkkxxkkkkkkxk �gR�E��ff�B%AA�caasea"s� p§Im§§§§`9§§65 m I I �eeYYY4YY4YY4Y=oYYQee __RR^ d �44YY4Y tv,Y4""a��3�flg�a A N 4 4 Y Y 4 Y a al4 a al4 a Y Y 4 Y Y 4 ga"e"ae""ea"e"ee"" dgbdgbdqbbbqbb bddb •xRRR�RR-«-.-.. 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FP= r 12 629.9 jIIIII y Ay 630.1 20 1 11 Nln- 1 629.9 14 n V I O 30.3 FP= ,m+W� A l m `I y I 9 630.3 ok 1; jI\28.7 I �1 II) NII Nmon1} ^f - 13NT1 n I i F In IN 11 ,FFPpc=_ FP= 630.3 21 FP- 630.0 3a t --> f F_ 9 = = 630.5 FP_ 62111\ tomg FP= 10 m f l 630.6 22 I I 630.2 dry\ Il V I+ 630 2 12 ^I 1 IN1_i 308 -_ 9y2 M'"I1n� }yIIIon'o fIjIIN 6F3p0=.7 1, �+NA I j'-- 630.8 FP= 7 �m 628_..6 FP- l FP= 630.8630.4 630.5 m+FP= F2P8-4 - 220, 631.11 FP 630.7 24 1D I , 22 6284 1 2 FAR, BADING NOTES MATCH LINE SHEET 37 I -I 'rvAm°11 ll1 1 t/ R a 1- THIS IS FOR GRADING II i` 7 6309 I o ~ -_ o I 631 -3 I ONLY NOO IN INFR RASTRUCTUREBE CONSTRUCTION THAT REQUIRES CITY OF FORT WORTH ' INSPECTION IS AUTHORIZED BY THIS PERMIT. 2 AVOID ANY AREAS THAT ALTER E%HIBITBNOTES . DRAINAGE PATTERNS $a 3 AVOID ANY AREAS THAT ALTER THE NOSAVEDOR PROPOSED TREES ARE WITHIN THE SWFMAHDUNOARY �c CURRENT SPREAD OF RUNOFF (AVOID „g CONCENTRATION OF FLOW) V$ 4. GRADING WILL BE AT THE DEVELOPER'S RISK UNTIL Cltt HAS APPROVED CONSTRUCTION PLANS i _ NOTE: THE CONTRACTOR SHALL CONTACT THE FOLLOWING AT LEAST - 48 HOURS PRIOR TO EXCAVATING IN THIS AREA: FORT WORTH WATER DEPARTMENT 817-392-8296 a FORT WORTH TRANSPORTATION/PUBLIC WORKS 817-392-8100 Knuwwma['�beloW. r FOR ALL OTHER FACILITIES WWW t--811 OTg or 1-800-545-6005 Call before you Jig. REVIEWED By -dip AA- at 10:29 pm, May 19, 20N 11- SANITARY ---/ --� SEWER EMENT�- 1 __2 0_ -- _____ __- 11 20 PIP IJN� _ _ Y / 2082665 - / T.CT N i I 2% - SWFMA BOUNDARY 0 20 40 80 W FP= f W ,6 128.7 I GO ei- W i l BET HIT 1N ND z F �� II I III I 17 628. m .T POND ACCESS RA.AT J NOTF, MAX GRADE 107 _ EXTENDED TO NORMAL POOL C, 1. -10C - PAD SIZE IS 40' % 75' UNLESS EL VAT(}• H �' OTHERWISE NOTED. (T 2 E%PSED SEAM MEASURED FROM FINISHED PAD \ M TO TOP OF PROPOSED GROUND AT THE PAD MAX EXPOSED BEAM IS O.J' 3 MAX SLOPES OF 4'1 UNLESS SPECIFIED OTHERWISE _ �1II I} EII�j 4 MINIMUM SLOPES OF 1$ UNLESS SPECIFIED 18 628.0 I ryl A I OTHERWISE. J 5 NO SAVED OR PROPOSED TREES ARE WITHIN THE SWFMA BOUNDARY 19 0628.3 BENCHMARKS' y CUT ON TOP OF A DROP INLET LOCATED ON TH THE SOUTH SIDE OF E ENON AVENUE, APPROXIMATELY 1,100 FEET EAST OF THE 7II Y INTERSECTION OF E ENON AVENUE AND FOREST 20 FP- I � ;'/ HILL DRIVE ELEJ 61530 628.6 my MAD NAIL IN NORTHWEST CORNER OF ASPHALT 4 PARKING LOT LOCATED APPROXIMATELY 2FEET NORTH OF DRIVE ROAD AND 60 FEET EAST OF FOREST HILL DRNE ELEV 629.87 FP= 21 628.8 III --)21_-- 265 268�- n V / 27 5 \Y/-27FP- zz . 6217 1 t2 o 27 e v 5 1 r DAIS •DATE 1I,As,M•FT la.,.E cRsmE 11 I« 11 REVI.SS ION 11 BY - GRADING PLAN 1 LEGEND Pecan Meadows - - - - - SWALE ]Phase I FP=777.7 PROPOSED FINISHED PAD ELEVATION x BBB PROPOSED SPOT ELEVATION CITY OF FORT WORTH r PROPOSED FLOW DIRECTION TARRANT COUNTY, TEXAS PROPOSED RETAINING WALL ,pp PROPOSED GROUND ELEVATION AT TOP / IJA k- /A 777E BOTTOM OF WALL Eo1]w]m Strret PM, 8172881960 SUM W x ae ee PROPOSED GROUND ELEVATION AT END Fort Worm, Teves ]618] FAN-F-1366 OF WALL 1A PROJECT ID EB EXPOSED BEAM FROM FINISHED FLOOR NT6oMAR DATE MAR 0 2023 TC TOP OF CURB DESIGN LUKE AWN -PP DR TP TOP OF PAVEMENT SCALE HORZ 1-40' VERT N/A SHEET 36R2 OF 95 SHEETS Q j PROP 20' SANITARY SEWER EASEMENT 622� 6 MA �SWF BOUNDARY - ___________ -- - _ / ___ _-_ -- 6A 121 EMERGENCY SPILLWAY LOCATIO": �ERONEi P300 INSTALL ]GO SY OF ROLL."' TO ARMOR SPILLWAY IMPROVEMENi�- _ SEE SHEET 62 FOR SPILLWAY SEGi,. n,a( J U � DETENTION POND 57E I - - _ - - - - ___ _____ \\ \ — - � •- - _ - — _ - W W r_--_-SWFMA BOUNDAR ______________--_- __ _ r Cf 0 lk W — T Z Z_ I � H FFF .68 R MATCH LINE SHEET 402,B s'�sss�--26s 2;.5,- 2J280283 N28420.2 X 7280Xk 2JJam— 72]S— 272 273V216 R7�2JEND � - SWALE F \ FP=777.7 PROPOSED FINISHED PAD ELEVATION x aea PROPOSED SPOT ELEVATION PROPOSED FLOW DIRECTION PROPOSED RETAINING WALL ~ W — W - m PROPOSED GROUND ELEVATION AT TOP / E%HIBITBN TE6 = n7e BOTTOM OF WALL _ NO SAVEDOR PROPoSEO TREES ARE WITHIN iNE $ x ea ee PROPOSED GROUND ELEVATION AT END SWFMA BOUNDARY (n - c OF WALL = a EB EXPOSED BEAM FROM FINISHED FLOOR _ \ 'Y EE TC TOP OF CURB W TP TOP OF PAVEMENT J - — S og Y NOTE THE CONTRACTOR SHALL COMACT THE FOLLOWING AT LEAST 48 HOURS PRIOR TO EXCAVATING IN THIS AREA: V FORT WORTH WATER DEPARTMENT 817-392-8296 a FORT WORTH TRANSPORTATION/PUBLIC WORKS 817-392-8100 oa FOR ALL OTHER FACILITIES wwwA—.811..' oT 1-800-545-6005 � \�T�MATCH LINE SHEET 43 NOTE 1. "'CAL PAD SIZE 6 HO' X 15' UNLESS OTHERWISE NOTED. 2. EXPOSED BEAM MEASURED FROM FINISHED PAD TO TOP OF PROPOSED GROUND AT THE PAD MAX EXPOSED BEAM IS 0 7' 3 MAX SLOPES OF 4-1 UNLESS SPECIFIED OTHERWISE 4 MINIMUM SLOPES OF 1% UNLESS SPECIFIED OTHERWISE. 5 NO SAVED OR PROPOSED TREES ARE WITHIN JjEftIEHQ,�BOUNDARY 'X' CUT ON TOP OF A DROP INLET LOCATED ON THE SOUTH SIDE OF E. ENON AVENUE, APPROXIMATELY 1,100 FEET EAST OF THE INTERSECTION OF E. ENON AVENUE AND FOREST HILL DRIVE ELEV 615 30 MAD NAIL IN NORTHWEST CORNER OF ASPHALT PARKING LOT LOCATED APPROXIMATELY 270 FEET NORTH OF SHELBY ROAD AND 60 FEET EAST OF FOREST HILL DRIVE, ELEV 62987 I � I I II II II II II I II I II II II 3/3-3III —SWFMA COMMENTS DATE II REVISION GRADING PLAN 4 Pecan Meadows Pbase 1 CITY OF FORT WORTH TARRANT COUNTY, TEXAS Inglirmwins L WJIhS � LA PMre 8172881900 S. ,W-,}eves 76107 FRN-FAMI3 WA PROJECT ID M600-0178 WE MAR 2023 DESIGN LUKE DRAWN: KLOPP SCALE HORZ 1"=40- VERT N/A SHEET 39 OF 95 SHEETS LENNAR HOMES - GRADING CRITERIA Al 21� I I I ® R.O.W. TO BE GRADED WITH 1/4" PER FOOT FALL TO THE STREET. ® FRONT YARD TO BE GRADED AT A 3.1 SLOPE 2' OFF THE FRONT SETBACK LINE AND THEN SLOPED AT LOX TO STREET R.O.W. ® EXCAVATON CONTRACTOR SHALL CUT S BEHIND BACK OF CURB UNLESS OTHERWISE NECESSARY FOR MOISTURE CONDITIONING. CURBS SHALL BE BACKIRI-I WIN UTILITY SPOILS. TYPICAL FRONT YARD GRADING DETAIL ke Ide `rExwvation b.l. b.l. Llmit LESIQ! 2• PRO 2' PAD ELEV.\ 2 2 PAD ELEV. i find 2' le 0.5,w wn a� Pan Ex 4'10 2• excavation grade UI EXCAVATION NOTES: 1. CONTRACTOR TO BUILD PAD 2' BEYOND DESIGN PAD. 2. CONTRACTOR TO CUT SMILES 0.5' BELOW DESIGN SWALE. 3. CONTRACTOR TO "DAYNCHP OVERCUT SWALES TOP OF CURB. LOT GRADING TYPE A ALL DRAINAGE TO STREET TYPICAL RETAINING WALL DETAIL NOT TO SCALE FUTURE 5' SIDE YARD SIDEYARD MIN 5' FARIY r. 'A NmF. BUILDING FAD BUILDING PAD FINISHED FLOOR 1 THIS PERMITS FOR EARLY GRADING ONLY. NO INFRASTRUCTURE CONSTRUCTION END WALL TAPER EXTEND FULL WALL 1�FI'NISHED PADTnFTI ¶ �q qT�=FM THAT REQUIRES CITY OF FORT WORTH FULL WALL TO SECTION 5' BEYOND _ LOT LINE r, LOT UNE 4k L I INSPECTION IS AUTHORIZED BY THIS PERMIT�2 2 AVOID ANY AREAS THAT ALTER BE CONSTRUCTED IN FUTURE PHASE TOP OF WALL GRADE LEFT BY DEVELOPER DRAINAGE PATTERNS. - FINISHED FLOOR 0 3'ARD MIrv5' III _ L12 3. AVOID ANY AREAS THAT ALTER THE CURRENT SPREAD OF RUNOFF (AVOID CONCEMRATION OF FLOW) WALL TAPER BOTTOM OF WALL- ��SEND (SEE TABLE) WALL ECTIONLL A1'09'MAK RISKRUNTIIL CITY HAS APPROVEDELOPER'S CONSTRUCTION PLANS. LOCATION TAPER LENGTH ELEV.ATFULL secnoN ELEV ATTAPER ErvD TYPICAL SECTION OF TOP=7772 TDP=n19 SIDEYARD SWALE W/ WALL LOLL 1 2 216 LF 18 t LF KT=TTO.a TOP-TZ1.8 BOT-T66.2 BOT=no.9 TOP=T67.2 BOT-T66 2 NOT TO SCALE 1 TYPICAL PAD SIZE IS 40' % 75' UNLESS OTHERWISE NOTED FINISHED FINISHED FLOOR LOT UNE 2, EXPOSED BEAM MEASURED FROM FINISHED PAD WALL TAPER DETAIL PAD] �C'1 SIDEYARD %= EXPOSED FOUNDATION GRADE BEAM DEPTH VARIES TO TOP OF PROPOSED GROUND AT THE PAD. MAX EXPOSED BEAM IS 0.7'. GRADING NOTES NOT TO SCALE y 03' MAXIMUM, MEASURED FROM TOP OF PAD) MA SLOPES OF 41 UNLESS SPECIFIED - FINISHED FLOOR OTHERWISE 4 MINIMUM SLOPES OF 1% UNLESS SPECIFIED 1 STORM WATER POLLU PREVENTION PLAN (SWPPP) TO BE COMPLETELY IMPLEMENTED - SIDEYARD - - OTHERWISE PRIOR TO ANY GRADING WORK. GRADING q'> SOP f'VAX r „ .. .._ III 2, RETAINING SPECIE EO WALLS TO BE PLACED ENTIRELY ON THE HIGH SIDE LOT UNLESS OTHERWISE SCOPE MA% III 3 SPECIFICATIONS FOR CONSTRUCTION AND TESTING FOR EXCAVATION AND FILLING ON PR WE LOTS SHALL BE PROVIDED BY THE PROJECTS GEOTECHNICAL ENGINEER EXCAVATION BY HOMESUILDER q1 - IXHIBR B NOTES. NOSAVEDOR RROPOSEDTREES ARE WITHIN THE SPECIFICATIONS FOR CONSTRUCTION AND TESTING FOR EXCAVATION AND FILLING WITHIN GRADE LEFT BY DEVELOPER SWFMABOUNDARY PUBLIC RIGHT-OF-WAYS SHALL BE PROVIDED BY THE GOVERNING AGENCY. IN THE EVENT OF AN ABSENCE OF A SPECIFICATION BY A GOVERNING AGENCY, THE GEOTECHNICAL ENGINEER'S SPECIFICATIONS SHALL CONTROL, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING THE SPECIFICATIONS FROM THE GEOTECHNICAL 4 THE CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDULING TESTING OF THE EXCAVATION AND FILLING WITH THE OWNERS TESTING LABORATORY IF THE CONTRACTOR IS RESPONSIBLE FOR RETAINING THE TESTING LABORATORY, THE SELECTED TESTING LABORATORY SHALL BE APPROVED BY THE OWNER S RETAINING WALLS REQUIRE A SEPARATE PERMIT FROM THE BUILDING INSPECTION DEPARTMENT RETAINING WALLS OVER 4' MUST BE DESIGNED BY AN ENGINEER REGISTERED IN THE STATE OF TEXAS. RETAINING WALLS SHOWN ON THIS PI AN ARE FOR LOCATION AND ELEVATION PURPOSES ONLY STRUCTUF ENGINEERING OF THE RETAINING WALLS ARE NOT PART OF 1 OF WA ENGINEERING 6 A SLOPES GREATER THAN 3 FEET IN HEIGHT SHALL BE F GEOTECHNICAL ENGINEER FOR STABILITY PURPOSES ALL SI MAXIMUM OF 4 HORIZONTAL TO 1 VERTICAL UNLESS 0111 R T CONTRACTOR TO VERIFY ELEVATIONS OF RETAINING WALLS W ARCHITECTURE PLANS AND COMMUNITY IMPROVEMENT PACKA IF DIFFERENCES ARE DISCOVERED PROPERTY LINE LOT LINE 1PRIVATE FENCE DRAINAGE D EASEMENT RETAINING WALL E SWALPER DING PLAN EXISTING Viso = 1 93 fps GROUND do = L., STING GROUND RETAINING WALL SECTION B NOT TO SCALE TYPICAL SECTION OF SIDEYARD SWALE W/ EXPOSED GRADE BEAM. NOT TO SCALE FORT WORTH TRANSPORTATION/PUBLIC WORKS 817-392-8100 FOR ALL OTHER FACILITIES WwwAt R811.org or 1-800-545-6005 BENCHMARKS. 'X" CUT ON TOP OF A DROP INLET LOCATED ON THE SOUTH SIDE OF E. ENON AVENUE, APPROXIMATELY 1,100 FEET EAST OF THE INTERSECTION OF E. ENON AVENUE AND FOREST HILL DRIVE ELEV 615 30 MAR NAIL IN NORTHWEST CORNER OF ASPHALT PARKING LOU LOCATED APPROXIMATELY 270 FEET NORTH OF SHELBY ROAD AND 60 FEET EAST OF FOREST HILL DRIVE. ELEV 62987 II I II II II II II II II II II II II II II II DATE II REVISION BY GRADING DETAILS ]Pecan Meadows ]Phase I CITY OF FORT WORTH TARRANT COUNTY, TEXAS LJA Erook EiIG Ylo. LA 301TWTM1 SIRN PVre 817 2001900 S.. 300 FOd WO,T-M M107 FRN-F-1386 WA PROJECT ID NT600-01T8 DATE JAN 2023 DESIGN LUKE DRAWN: PP SCALE HORZ N/A VERT N/A SHEET 44 OF 95 SHEETS ly 7711ICI ZA -iS I I poI I I e � I I I II - ��IIIIIIIII!!II�,I°I IIII IVIII IIII!IIII pull - / II _ _ �� i�JII�!��I!�IIUIII!QI!I! I !' ! II IIII�� I ii 8 19 I �I ' UTURE I� N _ .1.. gR. I,I R.. y/' ROPOSED I ] 20 A 6A — ,a �\ IIII( Y� 91� a is x u ism v N MEADows 111 P 1 21 m oa am e° :A IID v ;A ;1 HASE 1 1C 23 I I 1 58 x m ULLSEYE LANE 2.33 l 11�tl ��I��IIY�((gg({{I IA WI f)R6gI1`I�y Iz� �Iyry�o, �� • 6 ( IIII 4 23 IIII ( 2 16 1 14 f T I T R 16]1 �I ! _ _ 1 o llpi LLW� 9[n ,vnl II`ll�� 1llLWu ll f� Lbo �'� fli�R"3tl �t.• �V{ s L I �` 30 -� IHJ 1 THE EXISTENCE AND LOCATION OF ALL UNDERGROUND as I't UTILITIES SHOWN ON THE DRAWINGS WERE OBTAINED FROM BENCHMARKS. 31? LIRE LCANO NE I 3.34- T _ ` 'I RE RD LDEVELOPERECORDS R NOR ENGINEER P ERR ASSUMES NEITHER TI THE THE CUT SOUTH TOP OF A DROP INLET LOCATED ON T Og 1LL4 THE SIBILITY FOR UTILITIES PRIOR TO CONSTRUCTION THE SOUTH SIDE OF E ENON AVENUE, THE CONTRACTOR SHALL BE REQUIRED TO TAKE ANY APPROXIMATELY 1,10E FEET EAST OF THE PRECAUTIONARY MEASURES PROTECT ALL LINES SHOWN INTERSECTION OF E. ENON AVENUE AND FOREST ! I ! I ! I ! ! I ! I AND/OR ANY OTHER UNDERGG ROUND UTILITIES NOT OF HILL DRIVE ELEV 6153ELARECORD OR NOT SHOwN ON THE PrvS. O 2 OSHALL VERIFY EXISTING AND VERTICAL MAD NAIL IN NORTHWEST CORNER OF ASPHALT FUTURE�f/�) LOCATIONS OF L I TO PARKING LOT LOCATED APPROXIMATELY 270 FEET PECAN MEADOWS CONSTRUCTION NORTH OF SHELBY ROAD AND 60 FEET EAST OF � PHASE 2 3. IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES 61D6 I I FOREST HILL DRIVE. ELE 629 8] 4. SEE APPROVED DRAINAGE STUDY DS-21-0139 FOR COMPLETE DOWNSTREAM ASSESSMENT. J�I � Ir y �I y ul y LI —i I �q`N DESIGN CRITERIA 63 1, RATIONAL METHOD OF DESIGN 1�j 2 DESIGN FREQUENCY -4 13 I IL (A) CLOSED SYSTEM - 5 YEAR FUTURE DAME a� 1 (B) CLOSED SYSTEM 1 YEAR 1F g20 T�.I 1 n (C) OPEN CHANNEL - 100 YEAR G0 FOR REINFORCEE D CONCRETE PIPE -UTURE TREET 0 n = 0019 FOR TY FROM GUTTERS OOCONCRETE BOX i f I ��s GATE REVISION B RAINFALL INTENSItt FROM NTS OF FORT WORTH TII ITIL STORM DRAIN MANUAL / I SB J RUNOFF COEFFICIENTS 0 9 \ RESIDENTIAL 'A-5" c=o 6J 6.=7DB ULTIMATE DRAINAGE I LEGEND AREA MAY 4E �1 279 ii 1 DRAINAGE AREA SUBDIVIDE ¶-� J� 3.]6 FUTURE BARON UJJE PROPOSED STORM DRAIN SYSTEM Pecan Me°g�lJjows T 4E1 BZ> ` G EXISTING STORM DRAIN PIPE �¶_ �� q 0 28 h Y e DRAINAGE AREA DESIGNATION IDRAINAGE AREA ACREAGE � CITY OF FORT WORTH DESIGN POINT ID TARRANT COUNTY, TEXAS N 0F45 O INLET NUMBER L-�-I �110•LA 365 FUTURE NANDO LANE_ \ 0 SURFACE FLOW ARROW P,-0172001900 7� 1 4G 0 WOM,ieesT610T FRN-F-1306 } 11 4F O p pp PROPOSED PRQIECT LOCATION LJA PROJECT ID 50 1 20D NIT600-01]8 04 4H _=—O—I 00Ff3 100 YEAR -EL .03.1 DATE JAN 2023 DESIGN LUKE �— NOTE: THE CONRACTOR SHALL CONTACT THE FOLLOWING AT LLAST DRAWN: KLOPP SHELBI�ROAD SCALE (VARIABE WIDTH ROW) _ �— a FORT WORTH OEPARTMEMCAVATING IN THIS AR -81] 392 4a]J HORZ 1"=100' �U A1M05 GAS I-066-s8e-9261 VERT N/A NO SAVED OR VROVOSEDTREES ARE WITHIN THE ONCOR ELECTRIC 1-BtJ-355-]026 SHEET SWFMA BOUNDARY CHARTER COMMUNICATIONS I-61]-509-62J2 FORTWO RTN TION/PUBLIC WORKS - - - 47 OR OTHER FACILRIES 1-800-DIG-TEES OF 95 SHEETS LENSTTI WAGE AREA 1UNOFI NCR. roTAL RAE OF CONf:EN,RA"KKa -CAR oOYEA Ds o,aR 1N T ss o PPE FIOx 5T HOL EAD Loss CALCU1ATplz D- NE LEV PIPE nC TOTAL CA CA I-T TDIAL PIPE ME V,Rn ,row a,=,TD ,°aD ly , ENTaL AREA AREA s s e 9 RANI sM;sl MNIL RANI I_ N. I ICFa1F RIIXSIF ICFSI s(cFst IC'm B. IFTI lF1'IF,1 ,E,EVI IjO 1-ISEc1-ECI IF,1 Vffn NI IFII I IFTI IELEVI Fffn Irn IFT=m IFTI ,° J „ ,s ,3 „ ,s ,5 „ I ,a ,9 ERA-EIC 5n_2J zf T. a 1° sr R I 3° 31 3s 33 3, I I R� ,3R ';611 °a o�;v N J '° 1 N9,6 a� ser r� Rz a w oa °�" .00 J J„° a -en--&;s .. i BIDm BID 111 8s';B, BasrJl-aR9e� 11 so --3°Ti.-Ai ilTr33. ,1 -�T�- °FIJ-Pd�Wlrl-OTI8f861�310 1 o�T r�I 3� T� m I a =- mir - -� -� � - 1=/xls00 -- -c-- ° -ate. is qua ;o oafoam: I:� �.6rI E a �:� a; °R .,. C I _ -8`w -R3r �r'e�J�ar-a�lGe^3'� -c'F�� -7 77 - �`si-�i�ia4�e^T -s aa�s'�P% ,:,�9 �.: 1 -Em ate -0,�7 n-=ria Z°".�si 125.81 s I ,18.T aI ,1, 1 0: s,Z 3f/ 81Z a 2591am: z:s J etzR 93 -gar _-bar r- s - -nr- -"rl -wr �-ai--Fjic�� -s oW5 n_r-e_ed l/{�V ^8�8V3 ^9°�-asie--Qie--cam -.1. 1 °si8=ai u °' -aa JT5IDS TT la T.35 O.N a o., TT.o ae, a,o T3.8 tN.e 8.1 5 o.ms R.o99s 5zt.31 o.1B 0.1T 025 It° 5zf.aa sts.m Oao2tl 91 1 ° = 4.1 irir ��ai-�i� N 9-rtii--Qii--ate �10 ar -atr�r -aar -amr 3nc �� -c±r• mar -sir - -s $ms ass-sssa�--�rn�-a -'sue N.3B o.N z7 11. a, o.s T8.5 aBl a,o T3.8 t328 - 0.0,5 aWOs )I 330 330 U,r a,T UW , 1 a,° oT3.IN I �_�� -mr -ar -er - 331A RL6I' �1s1-� -/Twee-mow 4- re9 ae s.3 (=N I to.9 zt 0,7 aOMi J BZM&!)� S.TO 4.W osa a3t O.W a9f I at° Mle et&Tt J WJ on ,.,s ,ao+1S.fi - --- N.s I rA °.O,JJ 0.0N, -TJ ooZJ.MTsJ , o I o. o,r:SUJ a31euJ Nam' t.ta O.BT aW%0.� 11,6.°I - ,3.a ..99 r.W a9 C.3 N.sI 3 z, °at7 a°OT,srJ Ri TO -Ap o3r a,C o.W a,3 1 a,a NaT3 9,aT, 6°uir:3l P„WJ ow o o a.N' 0.N ,aa 1»,3. - ,ao .1 al .eo r-----I S T, --JJ 0.-. fJ �- ,- U.oD aoe ,-15 1 a d UTeBUJ 8- a. -d8i Ebi• 3SF ao 1 ytss° -d3 9�8a 0.°°09 pl �. aw 1 a °. .l --- 1 ----- -�� -- 1 _2L Do ° �J ' -------- - z.w ,,.-1ao - r,zt ao„/N- an °I a. I. mall N,.e0.. T.T. R ts- 1a0 4.65 ntTt a__a.a.125 -7 .1 _ 2. - -dSf T9.r -f.6� 15D - 15 U 'd'i� �lb� �/.^ -120 36 �S� --^i1 -'oaO, fl TR I. =T, z.r. --- ,a� - 15..0 ,.55 ----- - z, --- �3Jo�� Qoo aN ,T3- T3 �°" a,9,, N,9r �J- Tr. z.. B7 .13 ., 16., ----- - z, --; a J a am a. ,.T, - .. onTT N°.s - -J- �.-nr-w�,� --11 4.85 ��--ter--� - -a�- I &e I a. am Qu I- I -;EJ '; a� I. s - Qo as T; - -d �� o am - - - 0 9,R -;; F.5, - a I N9.E } Exx16rt 6 xoTEs. 1 NOSAVEDORPROPosEDTREESAREWITHINTHE SWHUABOUNDANY 1 BENCHMARKS. it "X" CUT ON TOP OF A DROP INLET LOCATED ON I THE SOUTH S1DE OF E. ENON AVENUE, APPROXIMATELY 1,100 FEET EAST OF THE INTERSECTION OF E ENON AVENUE AND FOREST HILL DRIVE ELEV 61530 } NAG NAIL IN NORTHWEST CORNER OF ASPHALT PARKING LOT LOCATED APPROXIMATELY 210 FEET NORTH OF SHELBY ROAD AND 60 FEET EAST OF TTTl FOREST HILL DRNE ELEV 62987 II I II II- } I I II II II II II 1 II II I DATE II REVISION II BY HYDRAULIC CALCS Pecan Meadows Phase I CITY OF FORT WORTH TARRANT COUNTY, TEXAS LJA E giwwi a Yw" LA 3017W71h Sheet Phone 817 2881900 SUN 300 FOR WoTIh, Texas 76107 FRN-F138B LJA PROJECT ID NT600-0178 GATE JAN 2023 OESIGN DRAWN SCALE HORS VERT SHEET 48 OF 95 SHEETS I I I I I I i-zM zis o6T tsD ,eJ - e 6 Jf,B. bR,91 6za 6R° b as ea2a.Ilyl,e.gg61( b9a .SNEND I wj wmu t] G:sPt3h5/�JT31xMRET7� 6 6sRR53m -o3b -o9me 'o.]5-on-bxS9WfI t55 - 3_I et 61 30311 OO.oDW 11 99 �a0- 11 lo 0 �� 3 o8]] ( � J J .%m ma 6t 6 1I 14 I 1o5 lotZt aao.74 ��w5 oio;izm 117 917 ? 2iTa e�� -1 OR l0oB121 3':I': 3z Ew mIam�3��51.a]J0to , o o w. 0,30m4 jsa Dms.1.m6o s,e,m wE-u sez, eobob,aema06 aD 3ebsz e]] e76 a o.OGdb0,14 o.aou C.,sef ssea IrvLETZE Sea Sea 067 060 0ED ,so _,5.1r o, 151 ee6 Tm 29 ae oo - <e 21 0o1: 0asf sz3 ss 0 „200 oao oaa 12s o 010 U37M az,77 az, az 0.o,ao azs az li 1f .2o 5I m51 INU.- Rae Roe o6] 1.40 140 ts0 _led o, 1s1 aes ]m se 112 o0 - 112 21 0.1. 0mw ma>a 0- o aso om om 1R5 0 0.41 ma- i e 1.i i s Ii 24. 0.16(® 1674 INETZD 2. 200 067 140 140 150 - Mr-rr--Irr-a ee ]m 66 112 oo - 112 21 0o1T0 o6xr 6zasT 624 6( 0 4E0 Oro 0W 125 0 0.41 025 ox 1 61zu i 616 aT0.z130 i az - ma 5S- 1 1 osf m51 INETxE 1w 11. 06] 1.1 10, - _ 5r o, 151 ee6 Tsa 49 e0 00 - e0 31 0o,:f0mz6 ms,f EezJ 0 330 nm 017 1zs a 0.21 ms el 61417 mo 16 0.zazo 626]3 82515 I I I I I I EXHIBIT B 10- � . NO SAVED POSEDTREES ARE WHINTHE 0.a 115' � 023]6' 6019BP. FMA BOUNDARY Se u1 4 1. n o1 soarto o &- sI ms1 INUETm 11. 11. oar 073 led 0., 111 am ]ce xe se -1a ]] 21 0013 0aoza 11 71 0m .1a BENCHMARKS _--y�-_�_�_�_�_ es -8e® 6� SSSiSS I I I I I CUT ON TOP OF A DROP INLET LOCATED ON THE SOUTH SIDE OF E. ENON AVENUE, ] APPROXIMATELY 1.100 FEET EAST DF THE J0 1. 11 INTERSECTION OF E ENON AVENUE AND FOREST 0.00.2. 11 0 tt/3 t.]5 ueENo 13t f.3t oe] O.m oee tso Itx01 Ot 15.2 aeb Tye 49 ]a 35 xs xs R, a.ot3 Dao05 ex]m' o �. R5o tso om om o.65 a.m o.,a eR] g 3 33 o 11 HILL DRIVE ELEV 61530 A�l 6 3D 166 150 23 0 MAD NAIL IN NORTHWEST CORNER OF ASPHALT J JJJ 3, 1 6t ae 1 6R 2] 1 0. t0 1 I 0. 11. PARKING LOT LOCATED APPRO%IMATELV 2l0 FEET : e81 1450 15.1r o 0OlTa role- 6E " mt6) a 331 63 21 63 2a o.00501 63 161 NORTH OF SHELBY ROAD AND 60 FEET EAST OF r�/,OV1 evY17l FOREST HILL DRIVE ELEV 62961 ;5; 0O0:-O m.1 17 15 1 61 ]e l 61 96 1 o.00m l 83 le 1 .m.l�71 .� ,sa - - u u a �s' a. m 6 u _ u om� bR° 6 s! < D. bza �[ 6zs r! 9 am oo� 3 = 5--mr"rr]�-4eif DamN bRs.]a 6z61 �� 6 $ -ear-s-6s aas=- 6,64 rr-sr-per-srr�-ate-:err-amr�l -eer-err II o.�l ms, INL[ x ai. ai. a6] o..a am ,sa � 3 a, ,5, .eb ]m s. 3s ,a IOi a, ,ae R� aa>3 625 am .3• au aW '0o1�5 �85, 1 6,5061 6,']51 a.a,3o 1 62'2. 1 iJ 1 1 1 1 1 II II ,A 5 szs f II II 15 DATE REVISION BY ___ __ 3,9 7_-� 109 21 m E.L __ 161521 1633Ra 10 1-11 aI 6 --- ----------- _ ( HYDRAULIC CALCS 44 44 w D.� o NaO- I- --- ob] , t3 t,3 ,50 _ 15ir o, ' Tm 55 ' 9R 9R be zt oot3 oao,e bxe � t25 0 010 6R6Gam 6za ae 005501 BR02. I� I I I I 1. te.J 6R6 1 1 6.s2 7r'R+.�dET P �f 7 7giJfil-d�V'� -Rtd--R6.�'iZf7-6'iA�eT9'TSfJ77 0 11001 ZR^-R'S _ Ooom nl 1 1 1 O[001 1 �e�°sa[�I� 1V1L�°a��1LOWe�° 6� w24 os oeo ,Co of_Te - oni�oml� @e ez6ss1 z abRu e37 ao.= a 6,b ] 1Phase ll amaa so:a,,. ,3 6;;ei 5e s.]a R.]a a„ a„ -0. ass _ _ -sir -m--r� Tr -ems = Tr - _ = aera �--0 11 -ems-ems CITY OF FORT WORTH oao.0a.z, ��LETT6 0303e ooo3,Co _,o.1r o3 103 szo 32 o0 32 21 001r00004 62675 mam om ,zs a 6 as 1 m 1 1 029. 29a1 TARRANT COUNTY, TEXAS usm ))n1o6 21 3o ��LJA � bw �p MJa l . 30"J Z;a63Twnn slreel Pnan zse 1a DDO 0 0oooow2e a m za ooJJ1.,a aPM 0eaao:sItOoz 1z6 59a 52 sz 01=5 62r SG Sal. Sao zJ FON W-,Texas ]610] FRN-F-1386 WA PROJECT ID W600-01]6 DATE JAN 2023 DESIGN DRAWN: SCALE HORZ VERT SHEET 49 OF 95 SHEETS 13SVHd SMOOV3W NV03d Ail �� d�G�G n n�G n aa53aab p"^E 6 a,zg z i.G u$ € - ssa a as 4 EN I' S ------------- I�3 af�sm Asa ss as ... L 5 aHMHMIM¢¢¢doh ��'. 99999999 , Li�0�3355��w IIgg�a. S�. gg�33.55 gg —... w�w IILLLLLL'N'" I�g� �a :::oom�000e 888 88 3 Ig� ea �aaaaaa4aa4aaaaaaa :a5¢� s< �8 a= $��8888888g� aaaaaaaaasaaaa saa 1I11 I eg „.mmc�o4 . . . . . 444r4a a a a.4 meo00000 - - H!mmmmmm 9g 8818888a8¢ 88.888.. m£ 99yo € -ddeoe oo'oeemeea6¢ a.°fgGqe7,�99.. o C QA � F 33 P " F a 3�3 Ry. 5�� 88 8 888888 8 8 88 88888 x °gym b �_� Sz oeo o.oeoeo« �.� d� � ffiS S Sd€ASS S S SSffiS�SS�� zu�`.��a$m8� R 887:RA A A 88eO&o::o :6oY �'� a o 0 0 0 0 osS'sSbS o o o b^S uq aw £m0000000.—............ & 1111g1111ggg ggggggggggggggg LLy£m888YSS : R. RRS$3RRRR Wit....... 0 gg8 gg 3 gg g0' 2 gg �qy�r S S 888888 8 8 888838888 7g Sm..r A�Ra�3�a° inn a oa a s _ s�x 4a �ammee'a'c m m c 9 gm:2 e`a m a a�sS m i aaa 6 n@--elf . .. oom" ago 3H e: e�ce e n e o4c �e � Ease"4!n e ¢ e e e e e eeeee B vRa Pgo a 8 6 8 on!-._.-\ 8 3aaa3 88R %RR 8 ^ e••^ ^R8 _ e ^ 448 Go a� :AAA F ... ^... A ^ .. ..r.� a 44ceq 4qq 4 a ry 4 mAa i4 ^ A !AAAF .... ........ .... aaaaa s s :: a ss .n a aaa2 ..� a a - - - . _".eee .43� a e - ve em ¢e e e eeeee >seee ee ¢ a a a ¢¢ s¢ a e 4 ea¢ FF o ¢seen R R k@a:�44 a p 0 44 6i d �di h�4 RSTa �,�g s i kGGg R8 pap sC3 as me b�A stun local/ STA 2+5720 SD1= STA 2+67 22 SDI= CENTERLINE CURVE DATA STA 0+1674 LAT 1D= PAV STA 1+4492 (140J' LT) PAV STA 1+3916 (587 LT) 0 20 40 80 CVb DELTA RADIUS LENGTH CHORD C-L PAV STA 1+249J (1450�LT&RT) BULLSEYE IANE BULLSEYE LANE PAV STA 12+4042 (1450' RT) INSTAL 35' BEND INSTALL 35' BEND SWEET RAY ROAD —� Cl 8'11'00" ]J0.00" 10996' N3'16'43"E 10988' BULLSEYE LANE CONNECT 10 INLET INSTALL 5 2 10' CURB INLETS ^ = TA 0+ FL 61J 39 STA STA + SD1= PAV STA 12+3792 (1450' RT) I I STA 0+1H.86 LAT 1A= PAV STA 1+23.01 (000') SWEET RAY ROAD BULLSEYE LANE LOT 2X, BLOCK 5 PAV STA 1+19.9] (16.00- LT) INSTALL 20' BEND INSTALL - 1 15' CURB INLET Ri TC = 62J 00 FL = 619 18 PRIVATE HOA/DEVELOPER OWNED AND I BULLSEYE LANE STA 5+158J SDI= d -17 MAINTAINTEDDRAINA OPEN SPACE ANO I CONNECT TO INLET BULLSEYE STA 0+0868 -AT 1B= STA 0+0000 TAT iD DRAINAGE EASEMENT LANE PAV STA 1+1290 (H.6H' RT) INSTALL 60' I -A CONNECTION V) BULLSEYq LANE 5+29.63 5 DETENTION POND / n � INSTALL 5' BEND QD]I�� O J -- A 0+00.00 LAl 1 STA 0+18.86 LAT 1B= 0 INSTALL 60 WE CONNECTION PAV STA 1(1600' RT) Q I-AHE BULLSEYE LANE PAV STA 12+24.17 (1 a.50' LT) >r/l/ CONNECT TO INLET SWEEP RAY ROAD 12 � INSTALL - 1 10' CURB INLET STA 3+80.2J SD1= TO 62707 FL 618.56 STA 10+03.95 SD1= Z STA 0+27.15 (000' ) NSTALL 41 SLOPED END HEADWALL BULLSEYE LANE STA 0+0000 TAT 1F STA 0+1683 IT iF= a INSTALL 60' WE CONNECTION PAV STA 7+5225 1450 RT U INSTALL 35' BEND _ STA 9+9971 SDI = SWEET RAY ROAD ( ) w >IA u+uu uu >uD3 d _ STA 0+00.00 LAT 1G CONNECT TO INLET INSTALL 45' WYE CONNECTION \ { STA 3+9a2J 11 PAV STA 2+J0.00 (000') _ PAV IT J+4980 (14.50' RT) STA 1+11.08 SDt LL LAT IA >IA U+GGG. LAI l.= VOLCANO LANE LAT 1F 'SWEET RAY ROAD PAV STA "a STA 1160.1 LT�J ) T (B 2 PAV STA 0+1568 (803' RT) INSTALL 6' SQUARE PC STA 9+2813 SDI INSTALL - 1 10' CURB INLET BULLSEYE LANE - BULLSEYE LANE JUNCTION BOX PAV STA 8+3654 (000' )1 C = 526,24 FL 621,56 INSTALL 35' BEND INSTALL RCP TO RCB CONNECT SWEET RAY ROAD IF: LANE e — VOLCANO LANE -_ STA 0+08,68 LAT 1A= PAV STA 1+12 90 (8 68' LT) L� BULLSEYE LAME 21 23 INSTALL 45' BEND I STA 2+9452 501= O STA 0+00.00 LAT 1B= l /^� STA STA 1+1 LAT 1B= PAV STA 1 NE (000') - NSTLU-YE LANE INSTALL (2) RCPHRCB CONNECT ✓ ftiAl & STACKED MANHOLE RISER _ )1 -- {2 g+- NOSAVED OR PROPOSED TREES ARE WITHIN THE STA 0+21 96 LAT 1c- �4_ ` L5L—ii= _ — —__ _ - W PAV STA 13+Bt 4J J FmA eouxoAxv SWEET RAY ROAD INSTALL 45' BEND ----� 1 j j ------ ----- ------ ------ - --- ----- - - - - - ----- ----- ----- --- I r PAV STA 13+8397 14.50' L SWEET RAY ROAD BENCHMARKS 22 23 24 25 26 I6 iJ 16 19 20 21 NSTALL - 1 10' CURB INLET TH CUT ON TOP OF A DROP INLET LOCATED ON TO = 626.2] FL = 61J26 I THE SOUTH SIDE OF E ENON AVENUE. STA 0+36.61 TAT iC= STA 4+00.2J 501= STA 4+31 J5 SD1=1 \STA 0+16 74 LAT 1E= STA 0+20.25 LAT 1G= PAV STA J+4814 (1450' LT) gPPRO%IMATELV 1.100 FEET EAST OF THE PAV STA 13+814J 11450' LT) PAV STA 13+6250 (10.JJ' RT) PAV STA 13+32.92 (000') PAV STA 12+2667 (1450' LTj PAV STA 7+50.69 (14.50' LT) SWEET RAY ROAD INTERSECTION OF E ENON AVENUE AND FOREST SWEET RAY ROAD SWEET RAY ROAD SWEET RAY ROAD SWEET RAY ROAD SWEET RAY ROAD INSTALL - 1 10' CURB INLET HILL DRIVE ELEV 61530 CONNECT TO INLET INSTALL 35' BEND INSTALL 20' BEND CONNECT TO INLET CONNECT TO INLET TO = 628.25 FL = 620 iJ MAC NAIL IN NORTHWEST CORNER OF ASPHALT PARKING LOT LOCATED APPROXIMATELY 2J0 FEET SD1 NORTH OF SHELBV ROAD AND 60 FEET EAST OF 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7-8+00 9+00 10+00 1� 25 FOREST HILL DRIVE ELFV 629.8J SIP S�.o o n , e 635 1 ✓ DATE REVISION BY 00 G' � I I sn � � 4� Nor � �� Jz� G G z Sn z� G w o ? z ja 101 Y I I GL 630 - ^ STORM PLAN & PROFILE SD-1 — — 625 `� 625 f ,Af lA Sul Fa Pecan / — -- ------ ��ffi Meadows IN( 9 IOI 1- l� B aR IJ'FA -SAIn ------ 62020 JIM j -- --——— — — — — —— — CITY OF FORT WORTH z TARRANT COUNTY, TEXAS 615 11• LA 615 Yw. L 28 5 WorN.11 W Texest 7— ERN 817 ERN-F-1386 I ws 610 ---- - �' �I ) �1=sods�>ylSl _ 1 u�zlss MI 610 LJnTboo ona _��5 dc, �( F ` - Y. DATE JAN 2023 1 1\ -2� Rq T Olio=13!8`JFS ho{='�/ / 1 ..=J. IFS \ \� '� V.r -. �i-1 (Si..00E5.� / •-- DESIGN HUHLMANN V DRAWN KUHLMANN o .._ �o z =�'"�� P _ scALE 605 _ �> G a m -1 i g s 605 N "' ry "' HORZ 1'-40' III" vERT ,"=a SHEET oa 600 I Im I� WI i �11ILL 600 51 OF 95 SHEETS 635 630 a 625 4 9 � a 6 O N Z_ 5 J 1615 U c Q p8 �i Es 610 8 R9 q 605 oa 600 PAV STA 6+01 44 (14 50' RT) SWEET RAY ROAD INSTALL - 1 10' CURB INLET TC 62899 FL - 624 90 STA 0+14 51 -AT 1H= PAV STA 6+04 03 14 51 H I SWEET RAY ROAD CONNECT TO INLET PC STA 11+33 23 SD1 PAV STA 6+31 44 (O GO' ) SWEET RAY ROAD N 'F 121 0 N Z -� J HAT Q 22 3 Ir PT STA 10+38.10 SDI I PAV STA 7+26 56 (0 00' ) SWEET RAY ROAD STA 11+60 59 SD1= LAT STA 0+00.00 IT 11= PAV STA 6+04 08 10 00' ) SWEET RAY ROAD INSTALL 5' SQUARE JUNCTIDN BOX PAV STA 3+84 83 (14 50' LT&RT) SWEET RAY ROAD INSTALL - 2 15' CURB INLET TC = D. FL = 6249] STA 0+i6 ]6 LAT 1J= STA 0+14.50 LAT 1M= PAV STA 1+3] 33 14.50 RT PAV STA 3+87.33 (14 50' RT) SWEET RAY ROAD SWEET RAY ROAD CONNECT TO INLET CONNECT TO INLET PT STA 11+93 22 SD1 PAV STA 5+71 45 (0 00' ) STA 13+68.97 SD1= SWEET RAY ROAD STA 0+00 00 HAT 1J INSTALL 60 WYE CONNECTION BARON /LANE NANDO LANE V I I Hi I I I I -—`—��WE€fi'RAY3R6AB— 2 f � �o I 111 INLET Ai24 2526 2] 28 29 3024 STA 0+1a 50 LAT 1L= STA 13+62 16 SDI = RSTA 0+20.51 IT 1K= PAV STA 1+37 33 (14 50' LT) STA 0+00 00 LAT 1K PAV STA 3+88.00 (14.50' LT) SWEEP RAY ROAD HAV STA 6+02.06 (14 50 LT) INSTALL 4T WYE CONNECTION SWEET RAY ROAD CONNECT TO INLET SWEET RAY ROAD CONNECT TO INLET INSTALL - 1 10' CURB INLET STA 0+26 00 LAT 41= TC 628 98 FL- 619 94 PAV STA 6+30 9] 51 92 LT STA 0+14 50 -AT 1I= EXISTING SHELBY ROAD INSTALL 4'X4' DROP INLET AV STA 6+0408 (14 50 LT) THROAT = 62848 SWEET RAY ROAD CONNECT TO INLET (AT 41 5D111— P_DUI :j el 11oRADE 1 sg R1 uIID I p m m l e ——— �- 09 Irr�� 1 -- �_ Yi rr1• r,„ I __I I Gr��zls.. — R6 M�� 1—— F-_171 I I I I IF, 11 — P 6 S i51 I - 7.-E4E R;P tj Tc = 2 MI 1 ....I F Lk6�s.� 1 I I 11s I 1' 1 - ' 4 I I I I I I I I I I 11 I �Iw,-1�WWWk1 I I I PAV STA 1+34.83 (14.50- LT&RT) CENTERLINE CURVE DATA 11 PAY ROAD 0�� 80 CVI DELTA RPDIUS LENGTH CHORD C-L /NCTA 6- 2 10''LCURBG2INLEi C2 5 27 8'11'00" 420 DO' S9.99' N3'15'43"E 59 94' STA 16+2734 SDI= STA 0+00.00 LAT— Q STA 0+0000 LAT 1M- _ PAV STA 1+3]33 (000' ) d SWEET RAY ROAD INSTALL 5' SQUARE (n JUNCTION BOX 2� V STA 16+68.84 SD1= O PAV STA 0+9583 1000 ) KC SWEET RAY ROAD INSTALL 45' BEND tZ a PAV 67A O+JO 8 1(25 00' LT) d I I SWEET RAY ROAD INSTALL 45- BEND �+ STA U+UV OO lA IU11 PAV STA 6+30 89 (25 92- LT) • •' EXISTING SHELBY ROAD I ; INSTALL 4' SQUARE JUNCTION BOX 635 640 630 635 625 630 620 625 615 620 610 615 605 610 600 605 LAT 41 0+00 BENCHMARKS "X" CUT ON TOP OF A DROP INLET LOCATED ON THE SOUTH SIDE OF E ENON AVENUE. APPROXIMATELY 1.100 FEET EAST OF THE INTERSECTION OF E ENON AVENUE AND FOREST HILL DRIVE ELEV 61530 MAC NAIL IN NORTHWEST CORNER OF ASPHALT PARKING LOT LOCATED APPROXIMATELY 270 FEET NORTH OF SHELBY ROAD AND 60 FEET EAST OF FOREST HILL DRIVE ELEV 629.87 II I II I 840 II II n u 635 DATE REVISION II BY STORM PLAN & PROFILE SD-1 (2) & LAT 4I 630 Pecan Meadows ]Phase 1 625 CITY OF FORT WORTH TARRANT COUNTY, TEXAS 620 , p IJA OLgYLMrYq.Yw. yi 391TW7N88x1 P-81728819W S,.. 360 F.—M,T,.. M107 FRN-F-1386 615 LJA PROJECT ID NT600-0178 DATE JAN 2023 DESIGN KUHLMANN DRAWN KUHLMANN 610 SCALE HORZ =a0' VERT 1"=4' SHEET 52 605 OF 95 SHEETS 635 630 C a 625 f 9 a 620 V LL ;1 615 C p8 � Es610 610 8 R9 605 00 600 PAV STA +032 24 LILLIE LANE 6' SQUARE JUNUN TOP BO% S / 5 6 iTL I Jam_ 16 — TAI iY� O - T-r 1I 14 15 16 I / MATCH LINE 10+00 PAV STA 3+7250 (145G' L T) LILLIE LANE INSTALL - 2 10' CURB INLET TO = 62673 FL = 62016LT 61807RT STA 0+2051 LAT 2E- PAV STA 3+7 500 (14.50' LT) LILLIE LANE CONNECT TO INLET STA 6+9891 SD2= STA 0+00.00 LAT 2E INSTALL 45' WYE CONNECTION J 8 9 10 11 12 13 ------------ r---------------- ----------- 1] 18 I III I 1 I TCOSMOS R)AD STA 0+16 74 LAT 4 (1 STA J+OS 04 SD2= PAV STA 7+20 74 (14 50' RT) STA 0+0000 LAT 2F LILLIE LANE INSTALL 60' WYE CONNECTION CONNECT TO INLET STA 0+16.74 LAT 2F= "•"'�" ••'• ""•'••"""• PAV STA 3+75 00 (14 50' RT) LIWE LANE STA 0+15.89 LAT 2B= CONNECT TO INLET PAV STA 17+16 47 (14 50' LT) SWEET RAY ROAD CONNECT TO INLET SD2 0 20 40 80 PAV STA 7+18 24 (14 50' LT&RT) 1 LILLIE LANE INSTALL — 2 10' CURB INLET 618 JOLT 61608RT =+2651 T = STA STA IT 2C= STA 9Z57,6 SD Yn STA 7,1 PAV STA J+20 74 (14.50" LT) LILLIE STA PAV STA J+6810 (2.30" LT) ( LILLIE NE CT T CONNECT TO INLET L 45' INSTALL 45' BEND N STA 3+53.18 502= STA 0+00 00 _AT 2C IN 45' WYE CONNECTION STA 2+JO 81 SD2= PAV STA 17+78 84 (2 30' RT ) SWEET RAY ROAD INSTALL 45' BEND (U■' STA 2+14+49 SD22 STA U+UU uu tl= 14 15 / / PAV STA ] (0.00' ) SWEET RAF` ROADROAD / / INSTALL 6' SQUARE JUNCTION BOX - / - / STA 0+08 J8 LAT 2A= / PAV STA 1J+16 4J 17 50 RT SWEET RAY ROAD CONNECT TO INLET \ STA 1+91 03 SD2= STA 0+00.00 LAT 2A 16 \\X 11 INSTALL 45WE CONNECTION I I' I 14 11 1 17 i3 LOT 2%. BLOCK 5 PRIVATE HOA/DEVELOPER OWNED AND 1 I I MAINTAINTED OPEN SPACE AND DRAINAGE EASEMENT LRErvi ON PNt 1 !I E%HIBIT B NOTES. 15 LAT 2A NO SAVED OR PROPOSED TREES ARE WITHIN THE FMA BOUNDARY 18 S 16 III IN 'WALL BENCHMARKS I _ SWEET PAV STA 7+1 '1 I "X" CUT ON TOP OF A DROP INLET LOCATED ON THE SOUTH SIDE OF E ENON AVENUE. ROAD SWEET RAY ROAD INSTALL - 2 10' CURB INLET APPROXIMATELY 1.100 FEET EAST OF THE INTERSECTION OF E ENON AVENUE AND FOREST TC = 62592 FL = 61468LT 614 SORT HILL DRIVE ELEV 61530 MAC NAIL IN NORTHWEST CORNER OF ASPHALT 610 PARKING LOT LOCATED APPROXIMATELY 270 FEET NORTH OF SHELBY ROAD AND 60 FEET EAST OF 2+00 1+00 0+00 FOREST HILL DRIVE ELEV 629.87 N, TUItAL GI Ol VD ®PI\ �' 7_ �•� 635 PI0 OS D DR, DE 110 RHG 00 1_ 1 —_—� - - 1 - �— -� '�—� J -- — \T�yl� ►oI Aflh �JFA:E j 625 I I I L 4TA) A 101'M AT R U A,E 620 t � — - -- I — �� _ I I 1 I I I 615 - - -- - - i]1 LI 5 2CI- - - -� -I I— I 65 B RS I ZI- —I 214 F O-- 610 RIN I i — � °JI1� I Tc = (��,.yp1c� I I I I 605 I o e Isl"° E 111 I,/ J�: I 1 1 0l I_ - I I a------i'�` II I I� II II II II II II WE REVISION 11 BY STORM PLAN & PROFILE SD-2 Pecan Meadows ]Phase I CITY OF FORT WORTH TARRANT COUNTY, TEXAS uAErd*WWtMbm iA W17W7Ih SBx[ PW, 817 28819W Sulk 360 FaN W..,Texas 76167 F11-F-1386 LJA PROJECT ID NT600-01]8 DATE JAN 2023 DESIGN KUHLMANN DRAWN KUHLMANN SCALE HORZ 1"=40' VERT 1"=4' SHEET OF 5JSHEETS 0 20 40 80 PAV STA 6+97 50 (14 50' LT&RT) BOOM ROAD PAV STA 2+]9.2] (14 50' LT&RT) INSTALL - 2 10' CURB INLET BOOM ROAD TO = 627 78 FL = 62029LT, 62144RT STA 0+11.]5 LAT 2L= INSTALL - 2 10' CURB INLET STA 0+20 51 -AT 2G= STA 0+1].41 UAT 2L= PAV STA 2+0036 (11 75- RIO TO - 628.92 FL = 62196LT, 623.12NT PAV STA 7+0000 (14 50- LT) PAV STA 2+04.36 (15.]5' RT) OLD DINO IANE BOOM ROAD OLD DINO LANE INSTALL 45' BEND STA 0+20 51 LAT 2J CONNECT D INLET STALL F BEND PAV STA 2+81 ]T (14. 50' LT) ST_ STA 0+23 41 IT 2L= S1A 18+24 09 SD2= SONNECTAD INLET PAV STA 2+10 36 (16 00' RT) + t 11+09.59 SD2= OLD DINO LANE STA O+OO OC OF- STA 0+00 00 IAT 2G CONNECT TO INLET PAV STA 0+00 00 (0.00') STA 15+2] 83 SD2= INSTALL 45' WE CONNECTION PAV STA 2+1536 (14.50' RT) BOOM ROAD NST 6+1LL 45'OW-COJNNECTION OLD DING LANE INSTALL 4' SQUARE INSTALL - 1 1O' CURB INLET JUNCTION BOX TO = fi30 SE FL = 1321328 , I T T 2 I 1 2 3 4 5 11 8 _-9-- -- 10 - 11 12 13 14 15 16 O BY S15'EPARATEDRANAGEASE ENTENSTRUMENT^ I --___ -___-- __ _ _____ --___ I _____ ______ ___ LJ- H __T ______ _ G-�T_K_ _ _ _ CD'J�T'1I� _J_ II _` _ U 4 1 \ 3R 1 2 3 4 5 6 J 8 10 11 12 STA 15+3395 1D2= ST� UlUO UO (/ STA 0+0000 -AT 2K T � I STA 18+43 52 SD2- INSTALL 60- WE CONNECTION INSTALL 60' WE CONNECTION PAV STA 2+19 78 (0.00' ) OLD )IIJO OLD DINO LANE STA 0+1674 LAT 2K= STA 19+B6 34 SD2= LANE INSTALL 45' BEND PAV STA 2+81 ]T (14 50' RT BOOM ROAD STA 0+16.]4 LAT 2H= PAV STA 2+24 31 (140 95' RT) CONNECT INLET PAV STA 7+00 00 (14.50 RT) OLD DINO LANE STA 18+49 91 SD2= BOOM ROAD INSTALL - 1 4' DROP INLET PAV STA 2+24 31 (4 52' RT) CONNECT TO INLET TOP = 63033 FL = 62414 OLD DINO LANE INSTALL 4S BEND 640 635 s 830 9 625 8 .620 R 605 20 00 19 +J 18+00 17 00 s Q d om�rcl m m AH)BA, PI-E INO'O'ED ® PI GWD E 1 DO YR H L \ I I I SD2 15I00 *pk- 12+00 11 00 Itc ------- --- ------ ----- f[EI: 640 BENCHMARKS 'Y' CUT ON TOP OF A DROP INLET LOCATED ON APPROXIMATELY 1,100 FEET EAST OF THE INTERSECTION OF E. ENON AVENUE AND FOREST HILL DRIVE ELEV 615 30 NORTH OF SHELBY ROAD AND 60 FEET EAST OF FOREST HILL DRIVE ELEV 629.87 635 DATE REVISION BY STORM PLAN & PROFILE 1 SD-2 (2) T--- + 630 o Pecan Meadows - — Phase b H N 625 W z CITY OF FORT WORTH TARRANT COUNTY, TEXAS = 620 N1 YLo. 301T TI6 a PMre 01]2001900 $Y W FaR WONO, Taxes T6107 FRN-F-130fi ` 615 WA PROJECT ID M600-01 ]8 DATE JAN 2023 — — — 610 DESIGN KUHLMANN DRAWN: KUHLMANN SCALE VCRZ RT SHEAET 605 OF 5YSHEETS 7 IN i CENTERLINE CURVE DATA 1p OLD DING LANE �Z� I CVM DELTA RADIUS LENGTH CHORD C-L 9 8 I 32 31 30 29 STA 0+4444 LAi 3C= 0 20 40 80 I C3 B'11'00. 50000' J1 41' S3.16,43W Ji 35' ___ PAV STA 3+6991 (1450' LT) OkfII COSMOS ROAD STA 0+1450 L28 3D= T--__- ---_ - CONNECT TO INLET (n PAV STA 4+8128 (1450' LT) _______ ______ ---_ COSMOS ROAD -----V----------- ��-` PAV STA 8+J2.41 (1450' LT) _ CONNECT TO INLET _ _ COSMOS ROAD W INSTALL 1 10' CURB INLET TC = 628 20 FL = 620.46 (f) 3C STA 0+1219 IAT 3C= f PAV STA 4+78 78 (14.50' LT&RT) -'- - -�. i y -- _ _ Q _ _ — PAV STA 0+1343 (308' RT) W COSMOS ROAD --- _ VOLCANO * B INSTALL 0 2 10' CURB INLET - - - - - --_ ` -� -_--- INSTALL 15' BEND TO 630.16 FL = 620.78R1, 620.76LT - __ -_ STA 2+4738 SD3= Z STA 6+41.68 SD3= J 0L7? IWYETE g 1 ,-„ 1 INSTSTAALL+60' CONNEC3CTION QU PAV STA 4+81 28 (1450' RT) 9 Y COSMOS ROAD 0 11 12 13 14 1 W CONNECT TO INLET U STA 2+3856 SD3= W I PAV STA 0+31.44 (0.00' ) O STA 2+83.02 SD3( VOLCANLANE INSTALL 45' BEND � � � I'C STA 5+1901 SD3 PAV STA 8+25.43 (000') PAV STA 5+89 ab (0 00') COSMOS ROAD ROAD COSMOS ROAD INSTALL 6' SQUARE PT STA 5+9043 SD3 JUNCTION BOX PAV STA 5+1802 DO 00' ) TI III COSMOS ROAD STA 6+27 18 SD3= LAT 3A STA 0+20.51 IT 3A= 'TA 0+00 GO LAT 3D= LAT 313 PAV STA 2+02.53 (14.50' LT) PAV STA 4 SQUARE (0.00') PAV STA 2+0103 (1450' LT&RTj VOLCANO LANE COSMOS ROAD VOLCANO LANE CONNECT TO INLET INSTALL 4' SOVARE INS TAII - 2 10' CURB INLET JUNCTION BOX TO 627.24 FL = 62023LT, 62128RT STA 0+52.97 SD3= STA 0+00 - UT 3A STA STA J4 %%�� - to 2 INSTALL 45' WYE CONNECTION PAV STA 2+0253 (145C RT) E%HIBITe NOTES VOLCANO LANE STA 6+60.69 SDI= NOSAVEDORPROP D TREES ARE THE CONNECT TO INLET SWFMa BOUNDARY STA 0+5910 SD3= `- PAV STA 2+J0.00 (000' ) STA 0+0000 LAT 36 VOLCANO LANE INSTALL 60' -E CONNECTION INSTALL 6' SQUARE JUNCTION BOX BENCHMARKS SWEET W 5p1 ROAD — •X" CUT 1TOP OF A DROP INLET LOCATED ON 1 THE SOUTH SIDE OF E ENON AVENUE. ROXIMATATELV 1.100 EAST OF THE IN E INTERSECTION OF E ENONON AVENUE AND FOREST VOLCANO LANE HILL DRIVE ELEV 6153D MAG NAIL IN NORTHWEST CORNER OF ASPHALT PARKING LOT LOCATED APPROXIMATELY 2J0 FEET SD3 NORTH OF SHELBV ROAD AND 60 FEET EAST OF 7+00 6+00 5+00 4+00 3+00 2+00 1+00 0+00 FOREST HILL DRIVE ELEV 629.BJ — — — — — — -- -- — -- — c c s fl a �a ,--- —� NI E % �•--- j — I— r 835 Li ------ -- -- — -- --� \ - — — — — — — — — - 7-7 ,L"la J-51 830 r DATE REVISION Br lP'OF'J8 D �Rp S t�,� x'=.a 101 IICL t STORM PLAN & PROFILE 1 _ _ a j --- — — 77F- - - —J m 625 ------ -- -- — -- ----- — ---------t-----t-- -- -- -- -- ---� i------ j 625 Pecan Meadows -- — ---I ------ ]Phase I a II I a 620 I I •_620 — ��s�Sl! 1 -- LF 2 • m CITY OF FORT WORTH 5 F =1 17 35 " J TARRANT COUNTY, TEXAS 815 I 615 LA 3011 TN xt k 11. 817 28819W ?% T 5. MN Fa WOMTexes ,T6197 FRN-F-1386 loo L r c Eg 610 I �I I . a T s �. 11'. s 610 LJN 600 0178 — -- �$ im - - - - -- -- - - - - - -- -- -- •--- - --• '�°�`-CC----•• 1 _ ------ DATE JAN 2023 s . 4oa \ DESIGN KUHLMANN DRAWN KUHLMANN 805 605 SCALE N HORZ JIB ---- -- �— —--- -- �— 55 oa `�I,� A�'c �I,� �] i1 IBM OF 800 I 95 SHEETS n SECTION B-B arc= 51 MIN 51 CFS NTS q...= N/A CFS 5= ORJ 0 20 40 80 a\ EG EG z Vw= 3.35 FPS 30' SACK �YSEWER D222226fi58EMENT 100 YEAR EFFECTIVE FEWFILAIN N 1.5LOT 2X, BLOCK 5 OPRTCT FIRM# 48439CO320L OCOVPRIVATE HOA/DEVELOPER OWNED AND-MAINTANTED OPEN SPACE AND _ F.,10' 10' - DRAINAGE EASEMENT 20- INGRESS/EGRESS & UTILITY `. D`TENFOR POND EASEMENT 'A' EARTHEN CHANNEL TO BE EE -AE T 62 (PER AMENDMENT OF LEASE) SEEDED POST CONSTRUCTION C C # 210208484 P GROSEO 15' SANITARY O P R T C T SEWER EASEMENT o00z r tiI I I Y I \ - EG 6191 619 _ ----- ___-J � G 620 8" SS LINE A B � G 616 J — u� i1 EG�6186 I 622 ©� -_1. 61J l ____ Y-y---- > m P (I a �' ---- CHANNE LQPE 0.40% 1 0 - CHANNEL SLOPE 0.97R w I 30' DRAINAGE ANT —� - - I c B C C #D222226659 SEA 8+01.51 `10.00 ) 1+22.80 (0.00') EG 618J E 618.1 OPRTCT D 30' DRAINAGE EASEMENT I END TYPICAL SECTION B-B \ I BEGI TYPICAL SECTION B-B C.C.S D222236653 ) OPRTC.T STA 0+50.00 SD9= 30' SANITARY SEWER EASEMENT STA 8+0635 SU9= PAV STA 6+32.58 (53-1 LT) - C.C.# 0222226663 E PAV STA 6+32.46 (129046' LT) BULLSEYLANE O.P RT C.T. INSTALL DUAL 24" SLOPED INSTA LYE LANE END HEADWALLS REMOVESE AND REPLACE EXISTING GRAVEL DRIVE NSNCR CONNECT L E%ST PER SECTION B-B DEMO SEE CHANNEL DEMO & REWORK CHANNEL WALL REFERENCE CONCRETE SLOPING STA 0+7J.4SD HEADWALL DETAIL ON STORM DRAIN PAV STA 6+3 (258 561 18" LT) DETAIL SHEEP 89 B LANE INSTALLSTALL 6' SQUARE JUNCTION BOX 1+00 2+00 I I a __ __ I 635 I 630 ol; �''�= : ✓: „ram _____ a825 --- -- ---------I -- ----- --- 17, 9 1 i 0 (R WS i 51 a 620 NnuwL r( E( s41R6ICI 2 Do a II1 31 LI fu L Y 615 es 610 _— --- 1-4 / Rs I _ I ( 4$ 605 `F 600 1lI �✓ SD9 3+00 4+00 5+00 6+00 7+00 cr(1Df7 ------------ E%HIBIT D NOTES. NO SAVED OR PROPOSED TREES ARE WBI SWR/A BOUNDARY BENCHMARKS: "X" CUT ON TOP OF A DROP INLET LO APPRO%IMATELY 1.100 FEET EAST OF THE INTERSECTION OF E ENON AVENUE AND FOREST HILL DRIVE ELEV 61530 PARKING LOT LOCATED APPROXIMATELY 270 FEET NORTH OF SHELBY ROAD AND 60 FEET EAST OF FOREST HILL DRIVE ELEV 62987 �� ✓ h DATE REVISION BY 630 STORM PLAN & PROFILE 625 Pecan Meadows ]Phase I 620 E%I FIR G N/ l S( RE, CE CITY OF FORT WORTH TARRANT COUNTY, TEXAS �Ff`E �` 615 A __�--- YLo Ni [ PM 81]28 -- --- — ------ J xIN.81900 SR11e 300 FOH WONM1, Texas ]619] ERN -F-1386 \ 610 LJA PROJECT ID N1600-01J8 � )P'' )cti, no '; 1FFi 14 G re '3r DATE JAN 2023 DESIGN NUHLMANN DRAWN KUHLMANN _ ;H N"L 605 SCALE HORZ 1 =40 /— VERT� 1'-4' SHEET 57 600 OF 95 SHEETS BfAlpXB _ _ TOP OF TOP OF POND 6250E Q=CLH� Eq. 3.16,ISWMTecM1nkal Manual - Hydrautiv �� 90 POND 625.0E G9 3.Ba f+m)a0b 3.a. ISWN TeLnnKaiMauM-I .1. 16� = wo- .a.e+nArw WSEL 622YEAR i FRF BnA J a2d PoIPorce�m•> SEE SHEET 57 FOR _ F RO .j w CC SwILer W6EL 10.5'mnlreaOmM Oal4x94nd mPl K INFORMATION REGARDING - CR MA% PARK 1 = u) TIE-IN IMPROVEMENTS CROSS SLOPE \\ 0uvrwSEL.et'1 AND CHANNEL GRADING /1 = sde45Mro f JT \ a ssa Spliv . .=--d 00 Y EF CTIVE FE �f (MA%) 0= M a ea 0 LOODPLAI l H 1v u) FIRM/ 43�C0320L O d m 0.00% (MAX) Raean m.ad9w9 Pona am uninMw xv olopv l SECTION A -A o FRC-0UENCY 1-YEAR 5-YEAR too-YE4R _ BOUNDARY NTS W IfFLOW(CFS) 18B 28R 568 yI _ 6 I TOP OF LOT w OIRFLOW ICFST 10 20 37 B SO' DRAINAGE EASEMENT 10' BUFFER POND 6250E LINE NGEL(Fl) B202 6208 6229 - CC#D222226659 ( Z WLUAE(AC-FT) 11] 1].) 391 MINIMUM) TOP OF POND (F 82S 100 YEAR \l` OP.RTCT m WSEL=622.90 (aj INDR OF IF RLEYEL(FT) 81� \ OF TOP OF (MAX) I1 BOTTOM OF POND (FT) bJA Y '' / I "-�-� Pecan Meadows Pond -PM URlmate 100-YR SMAe-Stores¢ FORT WO I l POND 62OUTFLOW 50E flAGE(Fl)VOLUAE IAC- £VOLIR.IE (AC- RELE48E RATE �V30' SANITARY SEWER EASEMENT STRUCTURES LEVELA(F1)GH619EE0 A (AC) CCMD2226663 2-24" POP'SF FT11 CFS' aM OPRTCT FL-619 00 o 9428 o�U o.4 0 \I (MAX) BOTTOM POND8]05595) ELEVATION = SJ500oR1s9a9 1 1a34 z3 3 p 293800%3R1015 926 3864 3) o A SECTION B-BM1wn pimaryoutktsaucWre urmg f00.yrafwm ¢lent EMERGENCY SPILLWAY NT6 MAX WSE= 6245 EfAvENC� AYESC - - 1 TOP OF TOP -- - C3C ORAI22 6 EASEMENT fl POND=6250 EMERGENCY SPILLWAY POND=62500 CC.�D222226653 ,YI BOWLINE=6230 OPRTCT ez31 < 01 .2 03 ----------1 - _ ----�� 30' SANITARY SEWER EASEMENT e : CCRTCT 26658 8234 70 04 - _ _-- _ --+ - _--- BryO OPRTCT 6H iV Fi 0 30 fi0 120 (MAX) 100' SPILLWAY 623.5 RR 05 %%II\ \\\ \ N C 4H:1V 623.6 132 1 6 SECTION C-C (MAX) 829.] 188 _ 0 ] J\ 82S.8 208 OB I NTS BENCHMARKS. 623 c 29' 0 9 1 I E%HIBRBNOTES: THE CUT ON TOP OF A SOUTTH SIDE OF E. DROPINLET IAV AVENUE, LOCATEDON 824.1 346 1.1 I APPROXIMATELY 1.10E FEET EAST OF THE 824.2 388 1.3 I NOSAVED OR TREES ARE WITHIN THE INTERSECTION OF E. ENON AVENUE AND FOREST B 824.3 454 1.3 � BWfMA BOUNDARY HILL DRIVE ELEV 6153E 82I.4 613 1 4 2» 82d.5 574 1 b-II 622 MAG NAIL IN NORTHWEST CORNER OF ASPHALT 82d.8 839 1 8 ) PARKING LOT LOCATED APPROXIMATELY 270 FEET 824.7 )O) 1.) NORTH OF SHELBY ROAD AND 60 FEET EAST OF 624.8 ])e 1.8 FOREST HILL DRIVE. ELEV 62987 624.R 852 1.8 O� G-� 825 82B 2 =Assuming f00%EbE_eBe of Meprlmery Glat sffuGure 6 l _ - - - Wfavfpf00.yfslofinewnf EXISTING 12" GAS R �i p/ c --- -- -- Tom`- - - -_ - ' cl vNI N" t 9-DUAL 24" PP DATE II REVISION II BY _ SHEET 57FOR y� / WJ PND PROFILE _ F DETENTION POND PLAN 1 f FP ff _ �0 5\ 16 MIN 2S1-11~ �' \[- -� A H 623� n III 624.9 •� ` II I 1 T .I�IIISIIDII2III-II60I" RIC(IIIPfIII I1IIII I CII;IIi;I III 41 FP S�A41 SLOPE 62JEE SHEET 53FOER _cIOPESPLAN AND PROFIL M 624f1J EVION 6229rL DETENTION PONDNLLTI�IoO Y EAR U 1 X 4 O :8 FP 20' POND ACCESS �ND DRAINAGE SHEET 36 - 18 FF SEE SS NAG SHEET A FOR POND = fi28 624 ACCESS INMP INFORMATION `e4 3 EA 283 Si �+ 624 SON -B'X5' RG6 _ SEE SHEET 51 FOR Sg 6FP 286 PLAN AND PROFILE JJ_ _81 20 MIN FF --_-_ - - 1! • '- --_ _ - - _ -�II t'/� ` \� 624.9 S'j 21 MIN FF �,1 i✓ i �( V r _ -rt 624.9 f FP = 6FP FP FP = FP FP,r FP FP = FP = 628 2 / 0 628 ] = = = MIN FF - E 22 MIN F, = fit]. fi281 6283 fi28- N FFIIAy�fi28J 6 .5 28.31 WIF I �2. 62Jfi 62)9 6281 6249 ie I B28 624'9 MI624.9 IFF MI624.9 I624.9 II624.9 III I624F I I624.9 I 622409 I 624.B f, I621 9 o624Q9 I62W 624.9 624.9 I fi28 I o //628 ]Pecan Meadows ]Phase I CITY OF FORT WORTH TARRANT COUNTY, TEXAS LJARNIIIIIIIvI b. LA 301TWA 3tree1 P,u 817 2881900 SUM 300 FOd WO ,Te T610T FRN-F-1386 WA PROJECT ID NT600-01]B DATE JUN 2023 OESIGN LUKE DRAWN: KLOPP SCALE HORZ 1,LA, vERT N/A "EET 1 OF 95LSHEETS f _ ram. o USE BACKFILL - III TRENCH C GEOTEXTILE wnu A ' ' ' ' ; . .• _ r ABOVE PIPE 4, HI' wua,eo xou SPRING -LINE 0 SECT OND 33 05 POR SPECIAL NOTE TO DESIGN ENGINEER. zccnox THE DESIGN FOR WEEP HOLES SHOULD oEx _ BE INCLUDED IN THE HEADWALL DESIGN. -I - 6" MIN AND - - '••II I_I - gc„ox u ati ,D 2 MAX BEDDINGxm..xo V p,,. u,. rnrA40 xax M II II II I III I I III —III ITT I I I Nonw _ 12" MIN. TRENCH N LL III— CLEARANCE (Tr (( uuiia lacx ORT WORT —of roRT WORTH, T_ vlsEDwaoe021 EMBEDMENT FOR RCP STORM SEWER ALL sIZEs 33 OS 10-D402 0� (STACITY OF FORT INORTH. RIIED-111 NDA(SHEETI OF2INLET ) 33149 20-13405 I�y:'WA -r��u. I IF I I id I I I I ,nm�m�e.ry a �A(/q eae vim» I UMb I ERONFOR.E. cTo ORESTO cMUEINERl 330570•D403 (STACITY OF FORT INORTH. RIIED-111 NDA(SHEETI OF2INLET ) 33149 20-13405 I�y:'WA -r��u. I IF I I id I I I I ,nm�m�e.ry a �A(/q eae vim» I UMb I ERONFOR.E. cTo ORESTO cMUEINERl 330570•D403 p AABs A (141 / YWi✓_ BNS(H) GABS M (N) BARS c 6 D (/.) BARS 14.) eAAs cc (/.) AAA's x (M) STANDASHEET 2 OFR2))IN INLET 334920-13405 BENCHMARKS. "X' CUT ON TOP OF A DROP INLET LOCATED ON THE SOUTH SIDE OF E. ENON AVENUE, APPROXIMATELY 1,100 FEET EAST OF THE INTERSECTION OF E. ENON AVENUE AND FOREST HILL DRIVE ELEV 615 30 MAG NAIL IN NORTHWEST CORNER OF ASPHALT PARKING LOT LOCATED APPROXIMATELY 270 FEEL NORTH OF SHELBY ROAD AND 60 FEEL EAST OF FOREST HILL DRIVE. ELEV 62987 DATE REVISION BY STORM DRAIN DETAILS ]Pecan Meadows ]Phase I CITY OF FORT WORTH uuTARRANT COUNTY, TEXAS t-- NIO, LA 301T TI SH PMre 817 2001900 s..3W FOHWOM,TA 7A10T FIRM -F-1386 WA PROJECT ID NT600-01J8 DATE JAN 2023 DESIGN LUKE DRAWN: VANTEDSE SCALE HORZ NIA VERT N/A SHEET 86 OF 95 SHEETS ��p'il®liM ��I �=• FORTWORTH STANDARD DROP INLET '��.�.Qj �F.FE CRYOFFORTWORTH, TENAS I',�y�!`W�A/g•_.•J STANDARD 5'SQUARE 334910-D410 JUNCTION BOX FORT Woes STTT1 OF FORT WORTH. TEXAS SI oar-z.:1 ;T ANDARD 4'SQUARE 334910-D409 JUNCTION BOX 'VnpmYjTm CRYOFFORTWORTH,TE%AS I REWSE006J0-2U21 ��T��/� STANDARD 6' SQUARE 133 4910-D411 JUNCTION BOX BENCHMARKS. 'X CUT ON TOP OF A DROP INLET LOCATED ON THE SOUTH SIDE OF E. ENON AVENUE, APPROXIMATELY 1,100 FEET EAST OF THE INTERSECTION OF E. ENON AVENUE AND FOREST HILL DRIVE ELEV 61530 MAG NAIL IN NORTHWEST CORNER OF ASPHALT PARKING LOT LOCATED APPROXIMATELY 270 FEET NORTH OF SHELEY ROAD AND 60 FEET EAST OF FOREST HILL DRIVE. ELEV 62987 II I II II II II II II II II II II II II II II DATE II REVISION BY STORM DRAIN DETAILS Pecan Meadows ]Phase I CITY OF FORT WORTH TARRANT COUNTY, TEXAS LJA Gook—Im . Y1o° LA 301TWA 8treel PMre 817 2881900 Sulk 300 FWRW-, TWSA M107 FRN-F-138fi WA PROJECT ID W600-0178 DATE JAN 2023 DESIGN WKE DRAWN: VAMR-E SCALE HORZ N/A VERT N/A SHEET 87 OF 95 SHEETS KIM` / e I r 1�9 FORT WO crrc OF FORrxroRrx, TEZAs EVISE0 o4_s 4' STACKED MANHOLE FOR 33 49 10-D412 REINFORCED CONCRETE BO I -;--;--� V Y I I - old I I m J > I \F I I .j a N II II uu_Eunsr ••••�•® ORTWO I CITY OF FORT VIORTH, TE_ i REV SED04.30_z0z1 TYPICAL MANHOLE 1 33 49 10-D415 PIPE PENETRATION S4 a w enca ORTWORT I Orr.OFFORT MRTHT—S REVISED.<,0-zoz, MANHOLE STEPS 334910-0414 FORT I'II. FORT 11-H,TF=As I REVISE. 04-00-zoz, i CONCRETE PIPE COLLAR I 33 41 10-0416 BENCHMARKS. 'X CUT ON TOP OF A DROP INLET LOCATED OI THE SOUTH SIDE OF E. ENON AVENUE, APPROXIMATELY 1,100 FEET EAST OF THE INTERSECTION OF E. ENON AVENUE AND FOREST HILL DRIVE ELEV 615 30 NORTH OF SHEL6Y ROAD AND 60 FEET EAST OF FOREST HILL DRIVE. ELEV 62987 STORM DRAIN DETAILS ]Pecan Meadows ]Phrase I CITY OF FORT WORTH uTARRANT COUNTY, TEXAS t- Y1o. LA 301T TI BH Plwre 817 3001900 s.m 9m F.1—,Taxes T6107 FRN-F-130fi LJA PROJECT ID NT600-01TR GATE 11 2121 DESIGN E DRAWN: VMIIREASE SCALE HORZ N/A VERT N/A SHIEET 88 OF 95 SHEETS #3 BARS BENT AS SHOWN 1'-6" j, 4 PLACED TO °RM D¢P mwrsw<+N.u<� srnm mm� 'm - COVFR vmv owcrw sc„a, 6_ NOTE. COLLAR WIDTH TO BE MIN 18" FOR PI AN MIWq• PIPE SIZES M TO 30'. COLLAR WIDTH BE MIN. FOR PIPE PROflLE N_ LA 3EW - FRAMF �z,x<m nWrc x>,m_ - SIZES LARGER THAN 0" AND ALL BOX CULVERTS m - r ROUT BURS 6" (CIRCUMFEREMkL) u CLASS "A" CONCRETE EXHIBIT B NOTFS Nu.,n<rmemm axw,rtD RCB—TO—RCP CONCRETE COLLAR DETAIL NO SAVED OR PROPOSED TREES ARE WITHIN THE NOT TD SCALE SWFMA BOUNDARY PI AN VIFW — C,RADF RHO ORTWORT CITY STODRAI RMNEXAS REVISED 04 30 2021 BENCHMARKS. MANHOLE FRAME COVERAND 330513-D417 "X" CUT ON TOP of A DROP INLET LOCATED ON GRADE RINGS THE SOUTH SIDE OF E. ENON AVENUE, APPROXIMATELY 1,100 FEET EAST OF THE INTERSECTION OF E. ENON AVENUE AND FOREST HILL DRIVE ELEV 61530 MAD NAIL IN NORTHWEST CORNER OF ASPHALT PARKING LOT LOCATED APPROXIMATELY 270 FEET NORTH OF SHELBY ROAD AND 60 FEET EAST OF FOREST HILL DRIVE. ELEV 62987 II II IRIS o Y/ o� uFa T MATCH II II __— NJ IT H El TA, II II III d 6,250 DATE II REVISION BY � 4"C= rc "I— STORM DRAIN DETAILS ;': f NNEL EDITOMB�Tx WA ----- x - a ---- --- .sl, � Pecan lUI��sws AI620 / A::n �, PLAN CRo OM Exls] CONCRSECTION A -A ]Phase I uNlTs IN mE FIELD CITY OF FORT WORTH %%%(Taiusx6WiCaxcRETE wRFACET TARRANT COUNTY, TEXAS �il�w+NEL cREre , z' p Bows AT F coN p3 B4Rs AT ie 'B (""T / A n � l/�\ NA q. YTo. i�� \�/ T/� s..30)M1Btreel PMre 01]3001900 JA I / Fox W-,Te 7S107 FRN-F-130fi i D-% FI WA PROJECT ID OF CONCRETE REl— EPDXY NT600-0178 Uurts IN THE FIELD SECTION B-B SECTION C-C CONCRETE PAVEMENT CONSTRUCTION JOINT DATE JAN 2023 NT5 xis HTS DESIGN LUKE DRAWN: VANIRDSE SCALE RUITOKI rtN IS SANS —c N/A OF -CONCRETE SLOPING HEADWALL ER7 ER x/A N.T.S. SHEET WRR THE DFOTEDxNIDAL REFOAT. °` 89 OF 95 SHEETS w a 0 GO 3 0 0 w Z U OL a 08 s� I / I Dlsturbetlarea Rasln STONE OVERFLOW ereaktlown ( )� w:in 6asin sine lasl jj ol0ist —Z I STRUCTURE ttP Ij Dal-AS1 00 M1ase]benbal lnfmsirvc[ure Penme�teer.iitlen're t�� y _-__��-- - -------- -- ----- - _ - -- -- -- - "221 L _ Dql-q2 0.3 PM1ase l Resitlenbal lnfrash— Penmeter Silt Fenee �" ------ — Dav-e 90 Pharelaz6e:mennm Mrastrpaare seelmenrenoneasms6l __ __ Dnv-e ss ---------- Pnarela2Re:men6al Mrmaraaare xalmenrebon Ba:m s6z / �� ~� Pna::111. aennaun,a:w semm—h-Ra:m sR3 / ' ( sea / DA3-F 11 M1ase]&2 Resitlenbal I.—Uaaare Setlimentatwn Barn S. me sr / "� DA2-A O.0 PnaselResidenhal lnireslrvRure Pe rersil[Fence DA2-B 3J Phase]Resleentlal lniresirvdure SeelmenGbOn Basin S. _ __ _ DA2-01 -- - • �= -- - -- - / I I DA2C 11 , Pne]RResdI 11 e PM1az]tle ACRES D3 sea menret on PB-as In, S. r --- �- 12.SOG _O4 O3 PhaselR idtl bal lnfmstrvc[ure Penmeter5 [Pena i • - • 1- ((■�� / PnarelRes aental bastrvnpre PenmetereTt Fenre DA2 F4 a2 Pna:e]Resiaennal lnfanrvtture sealm D-I, Bann SIR Ii B M1a ]R tlennal lnfrssbuc[ure nmeter5ilt Fenre I _ 1 M1a nmetef5n[Fena 1 a2 PnaselResleeneal mfra::rvn Petlmerer Sllt Fena 1 BAACRES 1 PM1aze]Residentlal ln11 11aure rl re SIIt Fenre 9 •,11 I• •I T LLL I wa-a4 ao Pna:ezRe:iaennal lorranrvcture seaimenGnon ea:m S. 1z Pna:e 2 Reaae WMrrestrvttnre Sea.mentabon Barn S6]0 DA2-02 \ • �� DA3-C ).1 PM1ase 2 Resitlenbal lnfreslrvRure SetlimenGhon Basin SB31 03 ACRES p� SB6 6Zq / INGl 5.5 Pha 2Resldentiallnrr VUd.re Seelm—tion Basin 5812 m —1 11 PhaselReside"0 lnfrestrvcGre rSlt Fenre 1•rB1 �` POND ]2.5 PM1ase]vontl venmeter Sdt Fenre Peame • DA2-E I BB12 A2 ACRES 1- a((,IOTaL BI.O 2, 1 I INLET DA2 C - 1 nzzumpeonz 31 ACRES PROTECTION II 03c-Undeveloped R.-H Ccefflaent ( J 1ST rt) osc-Averaae DePtn oreas�ns � w(if) 39c-Witlth or Basms I I 3.2 ACRES 8B10� � �-p 0� PROPOSED � 564 f ••I' —PECAN MEADOWS �I•••� e 1 nU n6az • PHASE 1 • •III r- - T DAI-S I ) &� 38J 32 403 40 320 )1 s sealme 1p MSI:MR 11 BaeM saz 55 ACRES area lar) B • RSv d Y64 235 S6a 408 6a0 630 48B OB 039 DA1-E 054 13 4)3 81 ACRES 625� leng[M1 llfl a4 1)5 ]5) ]63 29 24 75 33 3] 75 ]562 43 J I II t II �J DA2-D3 1 I + I F� II UIIWhtl 65 0.2 ACRES • \ • �I ' ngtM1 (if) 46 JI 59 31 26 27 35 33 D 45 SIBS 1 I Valumelrfl 893 1503 1152 12]4 fiO3 512 Sz] 67S &9 52J 112121 WB T BENCHMARKS DA2-D4 •-----SB} J 1 'X' CUT ON TOP OF A DROP INLET LOCATED ON 02 ACRES INLET DA3-1 THE SOUTH SIDE OF E ENON AVENUE, PROTECTION I ACRES .,, EXHIBHB NOTES gPpROXIMATELY 1.100 FEET 11 OF THE DA2-B (lYP)IN 3J ACRES �_--- OIFI� I HILLDRIVE N OF E ENON AVENUE EV 615 30 REST �I 17177 �I7 mB NO WITHINTHE • • '" % SWFMA BOUNDARY 1 NAG NO IN NORTHWEST CORNER OF ASPHALT PARKING LOT LOCATED APPROXIMATELY 2FEET NORTH _ Y FOREST OHILL DRIVE. ROAD AND EA E EV 6298) T OF _ PECAN MEADOWS PHASE 2 « • • J I lO C� I T I I ly II II ry�l N 0 50�0 200 ' I 1 1 lV - ---' h 562 I I Tj LEGEND I DATE REVISION BY c26� III I I I ® 1 ISR)M CONSTRUCTION SILT FENCE TO BE INSTALLED PRIOR TO A2-A -�,I I 96 ACRES I _ _�ANY LAND DISTURBANCE OR INITIAL GRADING 4 PLAN ACRES A ) 3ACRES ,c / ' I 1 STONE OVERFLOW STRUCTURES TO BE ® INSTALLED PRIOR TO ANY LAND DISTURBANCE OR INITIAL GRADE }j • •i i, 0ACREs Pecan Meadows I - NLET PROTECTION A �I• •�� STONE OVERFLOW 11LLllll (BY UTILITY CONTRACTOR) CURL l 1 Phase 9 STRUCTURE (ttP) I I I EROS DEVICES ION TTO BE NTROL INSTAL LE KETS ICES( FINALEX) JJCC I •••• GRADING AND/OR AFTER PAVEMENT I I II• SON STRUCTURE (1YP.) STONE OVERFLOW CONSTRUCTION AND CURB BACKFILL CITY OF FORT WORTH I I, ROCK CHECK DAM TARRANI' COUNTY, TEXAS I I CONCRETE gR�HOUT FLOW DIRECTION (PRE -CONSTRUCTION) 62a / I N11T10. Yl•. CONSTRUCTION ENW.300 TRANCE/EXIT I 30f] heel Ph- en2BB 1900 DAI / I Furl WOdh, Tare: ]fi10) FRN-F-1386 ACRES 6 ACRES _ _ 10'X 10' CONCRETE WASHOUT WA PROJECT ID NT600-01)8 �� 717 �T -,I PROPOSED TEMPORARY SEDIMENTATION DATE: AN 2023 ' CONSTRUCTION DAi A2 I_� I I ____J BASIN AREA DESIGN KLOPP ENTRANCE 0.3 ACRES 'IIII--a---- ------�---- ----- - ---- -- — -- INCLUDING A TOP RAIL ORANGE R = I PROPOSED PROTECTIVE FENCING OR DRAWN KLOPP z, PLASTIC MESH NET WITH T POSTS 6CAE 7� _ � OA4-A N VET A G DA1-Al OxE OA3-A1 2 ACRE DA3-A3 i 0 1 ACRES DISTURBED AREA 9 � 04 ACRES _ _ � - - � - - � 0.2 ACRES - _ — 0.2 ACRES - - — - 0.2 ACRES - - — ✓O OF 95 SHEETS INSTRUCTIONS TO OPERATOR: CONCRETE BLOCK OPERATOR SHALL PLACED ARGON DROP INLE PERIMETE 1. AD VELY MAINTAIN THIS EROSION CONTROL PLAN AND THE ASSOCIATED STORM WATER POLLUTION PREVENTION PLAN (SWPPP) 2. POST SITE NOTICE AND/OR THE NOTICE OF INTENT (NOI) PROVIDED IN SWPPP AT OR NEAR THE CONSTRUCTION ENTRANCE, 3 WRITE NAME AND DATE AT EACH LOCATION WHERE EROSION CONTROL DEVICE IS INSTALLED 4 SHOW ON THESE PLANS LOCATION AND WRITE NAME AND DATE OF INSTALLATION ON ALL CONSTRUCTION ENTRANCES, EQUIPMENT STORAGE 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 SEE LEGEND 6. SOLID FILL, WITH A HIGHLIGHTER, THOSE AREAS WHERE CONSTRUCTION HAS CEASED AND PERMANENT VEGETATION IS BEING ESTABLISHED SEE LEGEND. -1/2' FILTER ONE uffillIM J DATE REMOVAL OF EROSION CONTROL DEVICES AND NOTE REASON 1/2- X 1/2" FOR REMOVAL IN THE SWPPP WIRE SCREEN 8 CROSS OUT AND DATE ANY LOTS THAT HAVE BEEN TRANSFERRED CONCRETE BLOCKS TO A SEPARATE OPERATOR. A NOTICE OF CHANCE SHALL BE MAILED TO THE TCEQ AND A COPY SHALL BE PLACED IN THE SWPPP. 1-1/2" FILTER 9 NOTIFY ENGINEER IN WRITING WHOSE SEAL APPEARS ON THESE STONE DOCUMENTS OF ALL MODIFICATIONS AS REQUIRED BY THE TEXAS FLOW STATE BOARD OF REGISTRATION FOR PROFESSIONAL ENGINEERS FLOW PRIOR TO BEGINNING OPERATOR SHALL MAKE COPIES OF PLAN IF CURRENT PLAN BECOMES TOO CROWDED FOR USE OPERATOR SHALL PLACE "SEE REVISED PUN" WITH DATE ON CURRENT PUN, SEEPAGE ROCK BARRIER CAN BE AND BEGIN TO USE A COPY FOR NEW PUN USED ON PAVEMENT DROP INLET OR BARE GROUND CONCENTRATED FLOW SECTION I SECTION A -A TYPICALLY ROUGH CUT PAVEMENT DROP INLET PROTECTION NOT TO SCALE A 30 / CUTAWAY TO SHOW EARTH EMBANKMENT GECOVERED STONE FILTERTER STONE CORE YYY FILTER STONE EMBANKMENT PLAN VIEW SEDIM Nol �LuA DAM CURB LINE GUTTER LINE NNO Opf, ' L LENGTH OF INLET OPENING PLUS 6" EACH END GENERAL NOTES 1 FRAME TO BE MADE OF 4 CAUGE GALVANIZED STEEL, 3'x8" SQUARE FOR SECTION ADJACENT TO FACE OF INLET, 4"' SQUARE FOR TOP AND BOTTOM SECTIONS 2. FILTER FABRIC TO BE TS 500 POLVFELT. 3. CURB INLET PROTECTOR TO BE MANUFACTURED BY TEXAS ENVIRONMENTAL MANAGEMENT, INC OR EQUAL (ENGINEER TO APPROVE SUBSTITUTE PRIOR TO INSTALLATION ) ALTERNATE 2 CURB INLET PROTECTION (STAGE TWO) NOT TO SCAaF TEMPORARY PLYWOOD CAP TEMPORARY BACKFlLL aRRI PIPE J CROSS SECTION CURB INLET PROTECTION (STAGE ONE) NOT TO S STEEL OR WOOD POST AT 10'-0 C-C (MA ) - E WIRE FABRIC (10 GAUGE LINE WIRES MIN) 12 1/2 GAUGE INWIRES (MIN) 1 MIRAI 1ooX IANCHOR FABRIC IN 4'X4" TRENCH BACKFlLL & COMPACT I 4 '" - 1 � a FLOW GROUND LINE POST OPTIONS WOOD = 4"X4" OR 3" MIN CIA N O STEEL 1 33 LBS/FT IN o TYPICAL TEMPORARY FILTER % FABRIC WITH WIRE MESH HIGH FLOW SILT FENCE DETAIL NOT TO SCALE ROW I 50" IN 20' IN MOTORS ITEM 2 1 8 (d) 10R �@ 'ROCK FOR FOUNDATION" PLAN VIEW 1 50' MIN I OADWA I 8' MINIZl�� UNDNER 140 (MIRAFI 140 NIL) PROFILE VIEW NOTES 1. GRADE ENTRANCE TO PREVENT RUNOFF FROM LEAVING SITE. 2 IF APPLICABLE, A TRAFFIC RATED CATTLE GUARD MAY BE USED AS A SEDIMENT TRAPPING DEVICE, STRATEGICALLY PLACED ALONG THE CONSTRUCTION ENTRANCE CONSTRUCTION ENTRANCE DETAIL NOT TO SCALE STANDARD CMU BLOCK 2"-4" CMU BLOCK ROCK INLET INLET 5" TO 8' POULTRY WIRE > \ O 2--4" ROCK � CMU BLOCK RETAINING eaARD CURB PLAN VIEW CROSS SECTION ALTERNATE 1 CURB INLET PROTECTION (STAGE TWO) NOT TO SCALE WOOD STAKES ® 6'-8' 0-C 1 AMOCO 2212 (OR EQUAL) FANCHOR FABRIC IN 4'X4' TRENCH I BACKFlLL & COMPACT GROUND LINE SOW M1I �-Ya TYPICAL TEMPORARY FILTER FABRIC WRHOUT WIRE MESH LOW FLOW SILT FENCE DETAIL NOT w SCALE BENCHMARKS. 'X" CUT ON TOP OF A DROP INLET LOCATED ON THE SOUTH SIDE OF E. ENON AVENUE, APPROXIMATELY 1,100 FEET EAST OF THE INTERSECTION OF E. ENON AVENUE AND FOREST HILL DRIVE ELEV 615 30 MAG NAIL IN NORTHWEST CORNER OF ASPHALT PARKING LOT LOCATED APPROXIMATELY 270 FEET NORTH OF SHELBY ROAD AND 60 FEET EAST OF FOREST HILL DRIVE. ELU 62987 II II II II II II II II II II II II II II II II DATE II REVISION BY ISWM-T&PW DETAILS Pecan Meadows ]Phase I CITY OF FORT WORTH TARRANT COUNTY, TEXAS VA b. N' 301TWT108tree1 PNre 817 2881900 Sulk 300 -W-,Taxes or07 FRN-F-1386 WA PROJECT ID NT600-01T8 DATE JAN 2023 DESIGN KLOPP DRAWN: KLOPP SCALE HORZ /A VERT N/A CHIlEE OF 95 1SHEETE FORT WORT CNVOFFORT WORTH, TEXAS REVISED ob-1 B INLETIPR WEIR ` 01 5713-01430 CURB INLET PROTECTION WOVEN WIRE SHEATHING WITH NOTE REMOVE SILT WHEN DEPTH REACHES 6 INCHES / MA%. 1" OPENING, MIN. WIRE w / DIA 20 GAUGE In Q MIN 4°-8" OIA OPENLY GRADED ROCK A d m OGnI 10f0� 3 Q p W SECTION A :2 ROCK CHECK DAM z NO SCALE U a BENCHMARKS. "X" CUT ON TOP OF A DROP INLET LOCATED ON THE SOUTH SIDE OF E. ENON AVENUE, APPROXIMATELY 1,100 FEEL EAST OF THE INTERSECTION OF E. ENON AVENUE AND FOREST HILL DRIVE ELEV 615 30 VAG NAIL IN NORTHWEST CORNER OF ASPHALT PARKING LOT LOCATED APPROXIMATELY 270 FEEL NORTH OF SHELEY ROAD AND 60 FEEL EAST OF FOREST HILL DRIVE. ELEV 62987 II I II II II II II II II II II II II II II II DATE II REVISION BY ISWM-T&PW DETAILS ]Pecan Meadows ]Phase I CITY OF FORT WORTH TARRANT COUNTY, TEXAS lJA Erook q. bm LA YHTWA street PT— 817 288 1900 Sum 000 -W-, Texee M107 FRN-F-138fi WA PROJECT ID W600-0178 DATE JAN 2023 DESIGN KLOPP DRAWN: KLOPP SCALE HORZ N/A VERT N/A SHEET 92 OF 95 SHEETS ROLLMAXTM ROLLED EROSION CONTROL Specification Sheet - ErcltT11 P300° Permanent Erosion Control Blanket DESCRIPTION The permanent erosion control blanket shall be a machine -produced mat of 100% UV stable polypropylene fiber. The matting shall be of "`ur''r-`ua u►r i+,■'►atnil .ip,rtr� consistent thickness with the synthetic fibers evenly distributed over Thickness ASTM D6525 0.47 in. (11.94 mm) the entire area of the mat. The matting shall be covered on the top Resiliency ASTM D6524 (11.94 side with black heavyweight UV -stabilized polypropylene netting 0.916 a having ultraviolet additives to delay breakdown and an approximate Density ASTM D792 g/cm 0.50 x O.SO inch (1.27 x 1.27 cm) mesh. The bottom net shall also be UV- Mass/Unit Area ASTM 6566 13.03 oz/sy (443 g/m2) stabilized polypropylene with a 0.63 x 0.63 inch (1.57 x 1.57 cm) mesh size. The blanket shall be sewn together on 1.5 inch (3.81 cm) centers UV Stability ASTM D4355/ 90% 1000 hr with non -degradable thread. All mats shall be manufactured with a porosity ECTC Guidelines 95.89% colored thread stitched along both outer edges as an overlap guide for adjacent mats. The P300 shall meet Type 5A, 513, specification Stiffness in-lb108537878 ASTM D1388 (108 mg -cm) requirements established by the Erosion Control Technology Council (ECTC) and Federal Highway Administration's (FHWA) FP-03 Light Penetration ASTM D6567 17.9% Section 713.18 Tensile Strength - MD 438 Ibs/ft ASTM D6818 (6.49 kN/m) Material Content Elongation - MD ASTM D6818 28.1% 100% UV stable 0.71bs/sq yd 291.9 Ibs/ft Matrix Polypropylene Fiber (0.38 kg/sm) Tensile Strength TD ASTM D6818 (4.32 I<N/m) Top: UV -stabilized Polypropylene 5 Ibs/1000 sq ft Elongation - TD ASTM D6818 26.7% Netting(24.4 g/sm) Biomass Improvement ASTM D7322 497% Bottom: UV -stabilized Polypropylene 3 Ibs/1000 sq ft Thread Polypropylene, UV stable Short Duration Long Duration StandardPhase 1: Unvegetated 3.0 psf (144 Pa) 2.0 psf (96 Pa) Width 6.5 ft (2.0 m) 8 ft (2.44 m) Phase 2: Partially Veg. 8.0 psf (383 Pa) 8.0 psf (383 Pa) Length 108 ft (32.92 m) 112 ft (35.14 m) Weight ± 10% 61 Ibs (27.66 kg) 76.25 Ibs (34.59 kg) Phase 3: Fully Veg. 8.0 psf (383 Pa) 8.0 PSF (383 Pa) Area 80 sq yd (66.0 sm) 100 sq yd (83.61 sm) Unvegetated Velocity 9.0 fps (2.7 m/s) Vegetaged Velocity 16 fps (4.9 m/s) Slope Gradients (S) Slope Length (L) <_ 3:1 3:1 - 2.1 _> 2:1 Flow Depth Manning's n <- 20 ft (6 m) 0.001 0.029 0.082 <- 0.50 ft (0.15 m) 0.034 20-50 ft 0.036 0.060 0.086 0.50 - 2.0 ft 0.034-0.020 >- 50 ft (15.2 m) 0.070 0.090 0.110 >_ 2.0 ft (0.60 m) 0.020 92017, North American Green is a registered trademark. Certain products and/or applications NORTH North American Green described or illustrated herein are protected under one or more U.S. patents. Other U.S. are and certain foreign and applications may also exist. 5401 St. Wendel -Cynthiana Road patents pending, patents patent Poseyville, Indiana 47633 matets oapprthely as usicontemated lot d,annal ditt manner of n of shesolityofany informationark TradeAMERICAN information or material far the use contemplated, and its manner of use, is the sole nagreen.com GREEN0. responsibility of the user. Printed in the U.S.A. 800-772-2040 EC RMX MPDS P300 5.13 FP- f 628.0 �I FP= 628.3 FP= 6286 �I FP- } 6288 �I �I I c FP- 628.7 Il I v 6285 rnl TO BE CONSTRUCTED PECAN MEADOWS PH 5E 1 LFj \ Bp8 2_ n l2y_2 f z 3 F 629.P= IIIIIIIIIIIII H WIIII F�11]35 NOT TO SCALE III` LEGEND - - - - - SWALE N FP=777 7 PROPOSED FINISHED PAD ELEVATION W x eae PROPOSED SPOT ELEVATION Q x PROPOSED FLOW DIRECTION 0- PROPOSED RETAINING WALL !n 0 PROPOSED TOP / BOTTOM OF WALL p ii 7e ELEVATIONS W x ae eE PROPOSED END OF WALL ELEVATION EB EXPOSED BEAM FROM FINISHED FLOOR z U 255 _ DO PROPOSED DROP GARAGE 0- TC TOP OF CURB T LP HP LOW POINT HIGH POINT 263- PROPOSED PARKLAND DEDICATION � 61 I NOTE 1. TYPICAL PAD SIZE IS 40' X 75' UNLESS OTHERWISE NOTED. 2 EXPOSED BEAM MEASURED FROM FINISHED PAD TO TOP OF PROPOSED GROUND AT THE PAD. MAX EXPOSED BEAM IS 0.7' 3 MAX SLOPES OF 4 1 UNLESS SPECIFIED OTHERWISE IN CONSTRUCTION PLANS 4 MINIMUM SLOPES OF 1% UNLESS SPECIFIED NIN OTHERWISE IN CONSTRUCTION PLANS. � BENCHMARKS "X. CUT ON TOP OF A DROP INLET LOCATED ON ski alr THE SOUTH SIDE OF E. ENON AVENUE, J� [ N n APPROXIMATELY 1,100 FEET EAST OF THE INTERSECTION OF E. ENON AVENUE AND FOREST HILL DRIVE ELEV 615 30 MAC NAIL IN NORTHWEST CORNER OF ASPHALT PARKING LOT LOCATED APPROXIMATELY 270 FEET m NORTH OF SHELBY ROAD AND 60 FEET EAST OF J: ry « FOREST HILL DRME, ELEV 629.87 rnlry Nrn \yc yl DATE REVISION BY GRADING PLAN NOTE THE CONTRACTOR SHALL CONTACT THE FOLLOWING AT LEAST 48 HOURS PRIOR TO EXCAVATING IN THIS AREA FORT WORTH WATER DEPARTMENT 817-392-8296 FORT WORTH TRANSPORTATION/PUBLIC WORKS 817-392-8100 FOR ALL OTHER FACILITIES —A or 1-800-545-6005 Pecan Meadows ]Phase 2 CITY OF FORT WORTH TARRANT COUNTY, TEXAS u1 Yw (A 301T M1 e P-8172001900 sum Sao FaR WONM1, ieres 76107 FRN-F-130fi WA PROJECT ID HT600-0178 DATE MAY 2024 DESIGN FORTUNE DRAWN: FORTUNE SCALE HORZ V' = HD' R N/A SHE" OF 6YSHEETS SD4-48" RCP SEE SHEET 49 FOR PLAN AND PROFILE - B --------7------- �'71 255 _-12 55625 TC- .11 o _ __ \ r.=sza 4T 263 2 0�o " n ; 928�2 3� I - - - - - - - - - m u I. NI 1 FP= {Ih �, FP= I°' „J 628.6 I W � 628.6 30 I � - H I I} I} h gg I J 21 NI FP= F29P- Ian x�l 2 628.8 lm 628.8 I� N FP- I I/" FP= 25 27 3 629.1 1 629. f 11} IIyFp- z] ro g P- FP U n N ° 629.3 01;ry I 629.3 -- 11 I FP= FP= F 2-8*B]z sm 5 629.6 629.6 z6 - y�3(Otry P- �_ F FP= FP- _ 30.6I 6 629.8 629.8 I} I+ I I ] FP= I I FP li I 630.1 m� 1m 630.1 24 _ _ Iry FP= +1I11 FP= p a 630.3 .I nl� I I 630.3 23— \u wl� I N E S F I FP= y FP= N 9 630.6 k #o 630 6 22 '- I 0 mTexass9 I LEGEND - - - - - SWALE N FP=7777 PROPOSED FINISHED PAD ELEVATION LLI x — PROPOSED SPOT ELEVATION Q PROPOSED FLOW DIRECTION 0_ PROPOSED RETAINING WALL Co PROPOSED TOP / BOTTOM OF WALL p 717a ELEVATIONS W x ae 6E PROPOSED END OF WALL ELEVATION :2 EB EXPOSED BEAM FROM FINISHED FLOOR z U DO PROPOSED DROP GARAGE d TO TOP OF CURB LP LOW POINT HP HIGH POINT +�+ PROPOSED PARKLAND DEDICATION NOTE 1. WPICAL PAD SIZE IS 40' X 75' UNLESS OTHERWISE NOTED 2 EXPOSED BEAM MEASURED FROM FINISHED PAD TO TOP OF PROPOSED GROUND AT THE PAD. MPX EXPOSED BEAM IS 03' 3 MAX SLOPES OF 4 1 UNLESS SPECIFIED OTHERWISE IN CONSTRUCTION PLANS 4 MINIMUM SLOPES OF 1% UNLESS SPECIFIED OTHERWISE IN CONSTRUCTION PLANS. BENCHMARKS: "X" CUT ON TOP OF A DROP INLET LOCATED ON THE SOUTH SIDE OF E ENON AVENUE, APPRO%IMATELY 1,100 FEET EAST OF THE INTERSECTION OF E. ENON AVENUE AND FOREST HILL DRIVE ELFV 615 30 MAC NAIL IN NORTHWEST CORNER OF ASPHALT PARKING LOT LOCATED APPROXIMATELY 270 FEET NORTH OF SHELBY ROAD AND 60 FEET EAST OF FOREST HILL DRIVE ELEV 629.87 II II II II II II II II II II n u DATE II REVISION 11 By GRADING PLAN plllllllll -� HI IIIIIIIIIIIIH _ 34 4 6 I of II I NOTTTO O SCALE III � T NOTE THE CONTRACTOR SHALL CONTACT THE FOLLOWING AT LEAST 48 HOURS PRIOR TO EXCAVATING IN THIS AREA FORT WORTH WATER DEPARTMENT 817-392-8296 FORT WORTH TRANSPORTATION/PUBLIC WORKS 817-392-8100 FOR ALL OTHER FACILITIES _Ge_E11.org or 1-800-545-6005 ]Pecan Meadows Phase 2 CITY OF FORT WORTH TARRANT COUNTY, TEXAS LJA lyd* gYw. /A s6nw7roso-aac PIX. 8172861sa0 Balh 360 FaR W..,Texss 76107 FRN-F-1386 WA PROJECT ID N1600-0178 DATE MAY 2024 DESIGN FORTUNE DRAWN FORTUNE SCALE HORZ 1" = 40' ERT N/A SHEET 37 OF 86 SHEETS =PROPDARYOSED THEES ARE WITHIN THE � A— A R '.1 1110(111BIII .. � D= A= T 0 M c3 A. A. A A; A. !2---* It 11. 07 1 WAAlf H.1.Nl X tZ I a H 22 2 t THE EXISTENCE AND LOCATION OF ALL UNDERGROUND UTILITIES SHOWN ON THE DRAWINGS WERE OBTAINED FROM A: BENCHMARKS AVAILABLE RECORDS AND ARE APPROXIMATE NEITHER THE 'X" CUT ON TOP OF A DROP INLET LOCATED ON OWNER, DEVELOPER NOR ENGINEER ASSUMES ANY RESPONSIBILITY FOR UTILITIES PRIOR To CONSTRUCTION, THE SOUTH SIDE OF E ENON ENRESPONSIBILITYTHE CONTRACTOR SHALL BE REQUIRED TO TAKE ANY PRECAUTIONARY MDSU OR TO PROTECT ALL LINES SHOWN APPROXIMATELY 1,100 FEET DST OF THE IN RRECTION OF E EN ON NVENUE AN FOREST AND/OR ANY OTHER UNDERGROUND UTILITIES NOT OF HILL DRIVE ELEV 615 30 RECORD OR NOT SHOWN ON THE PI-ANS. 2. CONTRACTOR SHALL VERIFY HORIZONTAL AND VERTICAL MAG NAIL IN NORTHWEST CORNER OF ASPHALT D LOCkH NS OF ALL EXISTING UTILITIES PRIOR To CONSTRUCTION I IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES PARKING LOT LOCATED APPROXIMATELY 270 FEET - NO. OF SHEL ROAD AND 60 FEET EAST OF FOREST HILL DRIVE, E— 629 87 SEE APPROVED DRAINAGE STUDY DS-21-0138 FOR COMPLETE DOWNSTREAM ASSESSMENT. DESIGN CRITERIA 1RATIONAL M-01 IF DESIGN 2 DESIGN FREQUENCY (A) CLOSED SYSTEM - 5 YEAR �1 CLOSED SYSTEM 100 YEAR G� OPEN CHANNEL UED"C. ®R& PIPE 0.013 TO REINFORCED 2 , FOR REINFORCED CONCRETE BOX I DATE REVISION BY GUTS FOR STREET / GUTTERS RAINFALL INTENSITY FROM CITY OF FORT WORTH ULTIMATE DRAINAGE RIM DRAIN MANUAL RUNOFF COEFFICIENTS AREA MAP RESIDENTIAL 'A-5' - C=0.67 IIQ 7 98 LEGEND DRAINAGE AREA SUBDIVIDE Pecan Meadows PROPOSED STORM TRAIN SYSTEM 11111NI STORM DRAIN 1111 Phase 2 DRAINAGE AREA DESIGNATION DRAINAGE AREA ACREAGE CITY OF FORT WORTH I TARRANT COUNTY, TEXAS DESIGN POINT ID OINLET NUMBER I LA Phone 817 288 ISO) S-3oo SURFACE FLOW ARROW FW1 WWt, T— 76107 FIRM - F-1- PROPOSED PROJECT LOCATION LJA 110JEW ID N 600-0178 DATE MAY 2- NOTE THE CONTRACTOR SHALL G— THE FOLLOWING AT LEAST 48 HOURS PRIOR TO EXFNVAFNG IN THIS ARD 1 SIGN VANTREAS1 DRAWN VAMTRDSE FORT WOW WATER DEPARTMENT SCALE ' I..' OS GAS 1 -:� RK)RE. VERT: N/A SHEET CHARTER COMMUNICATIONS FORT WORTH=WATON/PUBHF WORKS 12 -:."-DGfrs� 41 FOR OFEER OF 86 SHEETS 9 IOTAI SVEAa ,3i.—i�^�—i� ��'N., RUNOFF NODE STD S S n - LL'3pV�pM ce %(OM G 2G N RiV,'1G .1. FROM TO SLOPE E eT ^�� LENGTHINCREMENTM 3 TOTAL "C" G G STSIEM F maN, n w� tava a o aTTT� x 0w 0� m.a tisoT � a°�es.N! //1— aaz82T :0rJ1r)I a3�-.: aza.l� amaa G .t n: d�� mz� o.ui� li ..TTT:a�1°!!!J11J//JJ 1' o°Oo°Oao aawwaaww°GoOw t5. I4,. ,K s�3 a?a o] .]a o& — -rZfS 22 IM zt00( me ae 0.woomW/o _:J2 r ..2 -4SE ^^sei s8;1Ur✓J/rr�rJ A Ws°,II 3 iow o.t b a ].W o. A all NEA "Z5a44ae;a21i tMa.atseI��xxzZ ill mwP_:4 EAI�� 3 0.008�3& J Sa 8,] aa. :3a.� I3 r.a�w A. 11 aZ a e ,a ;.3 41.. 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ETtL al aJ e—aer—aar-a�-e�—rss--rsa�--rr a, ,a.2 a as ,. 3 a3 ,.3 2, G aa� a� G a3 —a^ a.s Yt — T�a. � 0P-0 I w aoo a� ,2a G a�� Maaa a23� G,]TJ aw;: 0 �� o o w-el 6zsz5 0 �9]5 0. 11 ~. o:;a� , ET,G a a3a aw a32 a as _'aJ ' ° 3 ,a3 A. aM a �. r a �, I a I ns� m aw a� x= G w anw ,3 a, azx� GwaJ am BENCHMARKS: "X" CUT ON TOP OF A DROP INLET LOCATED 01 THE SOUTH SIDE OF E ENON AVENUE, APPROXIMATELY 1,100 FEET EAST OF THE INTERSECTION OF E ENON AVENUE AND FOREST PARKING LOT LOCATED APPROXIMATELY 270 FEET NORTH OF SHELBV ROAD AND 60 FEET EAST OF FOREST HILL DRIVE ELEV 629.87 I I DATE REVISION HYDRAULIC CALCS Pecan Meadows Phase 2 CITY OF FORT WORTH TARRANT COUNTY, TEXAS LJA 5rd*.. qr Ylor /A WI—Strret PMw 817288IWO SI M300 FeM1WeNM1j— M107 F11-F-1888 WA PROJECT ID NT600-017 DATE MAY 2024 DESIGN WA DRAWN WA SCALE HORZ N/A VERT N/A SHE" 42 -A, Z7 7; ;1; 57 m.1 41 �.7 .7,. .11 .011 4 = -eau A: :2 1., -14 1 2 1 !�7 I !1 11- 11 1: -1 1., 11 1 1 ..9 A- _4 /.-1 4� -4V, - -3� * 11 11 Ill 121 A 0 1 1 21G 2 A.1 _ . AAjo �. . a" 2.1 I zf 77 .14 .1. -11 11 44- W A. ..7 .T". .7 K A. -,S, .1 A, 11.JI ..S 2- A. -,.d A, 1.ma 4. 7. .4 1 .d 2�. A. All .14 .1. -.1 -F ..j A- .1 1. 112 1 ..d A. 121 -SS ..S 1A. Ild .1 IAI 7. -7. -.11 =1 -.1 --l' 1. ..S 1. t.o, 1A. 11V .1 7. 11 .4 1 .1. 0 .14 D -D ..S 11. 1- A. A. A. Ild .1 IAI 4. 7. 1, 1. 17 ..Rd 7 1 11 11 1,11 121 I 2 , 1 am -D, 1. A. 1., 11 A. 1. 1: 7: 11 1. 11 1 '%:.1 :;.0 .:ii4 -1. A. .1. 1 .2- ;4 �17 A. A 11 11 11 1 11 1.1 11. 1.1 12.1 A. RSII 11 11 1 .2- A IA2z 13A 4 IIJ 1 4 o R 11 1 17 A .2. ta = 4. o o 1 ` R 4 .1. 11 A. A 1. .2 4. 7 1. 2. 0. 7 0 181 9 3 - :1. .12 . I `4. =1 1" -11 r 4.Rd 1 A. A., ,m o A. -S A. 17 - 1- 1- .1 1-1 4- 7- -2 - .. - .., .-. -- V. 0 1 21 11 112 121 1 Ill -11 -14 - -1. e.a I A. A. A'. I -(1 -1 -2(IR. 11 V� 21.11 1.. 2 1. 2. 1. A. I A: A i,.' �2 E: Al: I :n A. 1.1 :E.!. R. N 1- A., A,K a 11 V/ A: 1. 17 1 A. .2- IN omvf -14 1T N2 I. -2 1 11 11 n. V AA IA. I, A.I A.1. 1. MA A- .-lI A. E- " H!"-flo, 11- 1. 1. 11W A. 1.11 11 A A 1Y 15H.V *1 7 A -I I, A", IN 12 1 A. A. A. A A. yl S I -77 7 7. -7 .,'-T -7 -77' I. -.. .-- - :�, T T. I 7r r' 7�. A. I 11:4 - - A, - - I I !!- -41 A" ... .1. 1. 1. . .11. . I. IRS/ IAA - 1. 1. .1 - 1. 1., 1 Al. A. A. 1. .2-R.- E.. I- I A, A. A, A. A. A. I -1 S- 1. 1. .1 lAl 1. .2 1.1 13 13 1 A21 1. .2. - - - - A. - - - A. 0-( A. A. A. 11. 0.. exe.m nal -7- 7r -7 -77' .7 1 -.-:w =I. M., 77. i�e- A. A. A A. .7 T.r ezzn 'A' A14 A. A: A. 14 11 11 1 1 11 i., li: I I A A .4 1 .4 A. . i;JI.,. i. I l. lv::A .1- 1 il.., 4 1.. 1., JU L'. .21. A. A. A. .1. V`1 A. .21. A. A. -11 N H.. O SAVED OR PROPOSEDTHEIRS ARE Vff THE SWrMA RoUNDARY "X" CUT ON TOP OF A DROP INLET LOCATED 01 THE SOUTH SIDE OF E EFOR AVENUE, APPROXIMATELY 1.100 FEET DST OF THE INTERSECTION OF E EDON AVENUE AND FOREST PARKING LOT LOCATED APPROXIMATELY 270 FEE NORTH OF SHEL ROAD AND 60 FEET DST OF FOREST HILL DRIVE ELI - E7 DATE 1.E- 11 BY HYDRAULIC CALCS Pecan Meadows Phase 2 CITY OF FORT WORTH TARRANT COUNTY, TEXAS LA PIN, 817 2881900 SRI. m Fort Wm j.. T8107 FRN - F-13N IA PROJECT ID NT600-0178 DATE MAY 2024 DESIGN WA DRAWN WA SCALE POPE N/A VERT N/A SHEET 43 OF 6 SHEETS 7 LLFROM I I I I I MOOA I� I IL1I�}. W.I WTW I M00.1 I I I OM0.1 sm I .00 I o.a0l COMRMTON SHEET HYDRAULO COMPUTAII N9 FOR STORM DRAINS JJ��[[44��ppjj��pp�� ,,ryry��yA jf{{�� STORM D�-N WD, ULIC CALCUTATONS TABLE TO I2 LEENNGTI INCREMENTUPIPE DRAINAGE A TOTAL .CREA FP 0CA 5 L I�NLET�YS"�EII 7RAVE�T� 84,ENSTTv eTn:NSnv RUNOFF RUNOFF NODE BSYSMM PE SIZE SPA -SE SMISE zo Sf WB NGL w8 V� pnj V`G"r VT IFEETI N0. AREA AREA I (MIN) WHIM (MIN) IMIM OWHRI IOBHRI (CFSI (US) (CFSO (CFE) (CPS) (IN) IF7 OFTIFTI (ELEV) (ELEV) (FT/SEG�FTI&ELS IFTI a1t5)) 18.T1 INLET SA 1.61 1.61 I SIT IAH 1.01 I5.0 0.1 111 1. T. 4.8 0.1 SI 0.1 1.4 27 0.013 SOON 821i1 =15 Yf1 9 71w0 0 ,61 S e7 O.0 202 151 Ttw21 OJ 188 4.8 Twt 88 .111 0] 14 1lT 2] OOu 0� 6Ri.0� zS2f 45 S. O.0 2.02 [13.21 0.3 1S] AIM ).W 8.8 18.1 1.4 14.1 27 0.013 0.002� 829.4d o�e3.01 eJo2 as BEND o2 Ttw21 w4 ta.t lu ].0 es ,0., 1.4 - n o:o13 O.Oo22 623.2d -M1sS� -%W. INLET 9B I.51- 1- r iar -1 M. u T.BJ' -r.1--Tr �r-sT Tr 1 0_ 1- d i i3.4& - T3� 3dS _SO hr T�SSi`j43. -T- T7 Tr - T4 �d'1Lfd M.eB .71111 ]6.9, 46 BEND ,.0 u IS.t 2- OR O.0 SIR; T,wt l 0.] 15A 4.85 7.95 4.5 - 7.4 0.0 - ]A 27 0.013 0- EIJI M111i IT.. INLET SA 1.0 t.0 1 O.eT 0.0.T 0- RL. - ISO 0.1 1S1 0.0 T. 4.S TA 0.0 - 7.4 21 0.013 O.00YI 822.65 82.A IE ,15].2F 15720 1 23 1 St 44P'VAAREA IMAS 1S z1.. TII E10 A1�1i1�00 �08• " 11 I,S15.0 11 111 4-1 11 41 S] 10 O,:I�0". 00,0 -R� -,T- -iSf-G. �01 02 15 23 7��/0�Az S7� CCa 0.- t:a.2 fID ooo,eoSO O.. I.. ISO] IS ,w2 4. ]B75 123 123 i�.MI n 1 10 1.90 o.ao finks 3.]0 3.T0 0.21 J39.Y5 J]O STO 0.21 82A� -m 0 6 od a33f.I4- .6T�13�6- 7. 21. :22 TO 822.6d 0 3.10 0.00 �I- 82:7l 210 210 0. 626,E 626.16 0 2SO 0.00 62a -a-T -sum �] 111 - 390 ON . zd E CALCULATONE DESIGN INVERTELEV PRE TO COMMENTS V, GIG KT j HT� HGL 01 ro SLOPE ELEV OFT) TEO OFT) (ELEV) IM (AI OFTIFTI (FT) I 0.08 1.21 0 0.10 62123-.95J10.0100 626.07 VS=5.588 0:21 0.65 ON 0.10 539A0 515.02 515.I� 0.0050 525.55 6=6.61/s II 0,07 oo' 0,07 085 0OR 010 825.00 816M 81]e� 00103 0.,2 1.25 0 0.15 626a0 618.37 62150 0.- 6280] I 1 Ii �A 829.50 ON 0.25 O.W a �u 0,24 WA - - 62OOSOO ]54 s,B.381 6202E O.aou I I BENCHMARKS: F%HIBR R NOTFS. "X" CUT ON TOP OF A DROP INLET LOCATED ON NOSAVED PROPOSED TREES ARE WITHIN THE THE SOUTH SIDE OF E ENON AVENUE, 6WFMA BOUNDARY ERSECTISECTIRTELV 1,100 FEET EAST OF THE IN INTEON OF E ENON AVENUE AND FOREST HILL DRIVE ELEJ 61630 NAG NAIL IN NORTHWEST CORNER OF ASPHALT PARKING LOT LOCATED APPROXIMATELY 270 FEET NORTH OF SHELBV ROAD AND 60 FEET EAST OF FOREST HILL DRIVE ELEV 629.87 I I DAIS II REVISION BY HYDRAULIC CALCS Pecan Meadows Phase 2 CITY OF FORT WORTH TARRANT COUNTY, TEXAS LJA OgYwvYq. b- /A W17WTRS- FMO9817288 ISOO SON, SOO FOM1W0N0j- M107 FRN-F-1111 LJA PROJECT ID NT000-01J8 DATE MAY 2024 DESIGN WA DRAWN Wq SCALE HOME N/A VERT N/A SHEET 44 OF 86 SHEETS 9 7 IN d Z 3SVHd SMO(]V:IVI NV03d "--'NH"9flfl deeee .................e.... - - - - - - - - - - ........... ................................... mw tj u 73 'Zi H �uz2IRyLL U 21 635 630 1 -- 625 9 620 o� a 615 p8 6' „s 610 w$ 605 oa ISM STA 0+94 25 SD4= +55500 AN WAY SQUARE BO% 4.50 IAT 4B= STA 0+0000 SD4= (14+50' RT) PAV STA 1+5500 (9425' LT) SWEET PECANWAY INSTALL 4 1 SLOPED END HEADWALL ECAN].50 TO INLET SWEET PE :AN W/Y7 PAV STA 1+35 00 (14 50' RT) SWEET PECAN WAY INSTALL - 1 10' CURB INLET DETENTION POND y/ TC = 625.65 FL = 616.05 � I AT 11 INSTALLAL 1 10' CURB INLET J TO = 628.47 FL = 621 64 OPEN SPACE & IN STA 0+20 51 -AT 4D= DRAINAGE EASEMENT INLET 4B D2230]6519 L PAV STA 3+62 50 (LR O.P R.T C. III , / !'I 4B TESSEMAE WJE CONNECT TO INLET STA 0+14.50 LAT 4A= PAV STA 1+3750 (14.50' LT) / SWEET PECAN WAY CONNECT TO INLET 1 2 3 4 5 66 PAV STA 1+35 00 (14 50' LT)/ SWEET PECAN WAY INSTALL - 1 1O CURB INLET 1 TO = 62565 FL = 61]94 \�----- ------ STA 1+11 75 SD4= v\� STA 0+000S1AT 4A= STA 0+00.00 IT 4B=P. ' - - INS STA 1+3]50 (000') � MAF TANY - - -y Hu _ SWEET PECAN WAY `� INSTALL 5' SQUAREJUNCTION STA T-_--------- STA 2+1805 SD4= T --------STA 0+32 01(3 42' LT) - _ _SWEET PECAN WAYNSTALL 45' BEND � 1 1II1H 19 STA2+6261 SD4=11�I I 'I PAV STA ]+]J 20 3.11 LT TESSEMAE LANE SULLSEYE LANE VOLCANO LANE INSTALL 45' BEND I I I I I /, I :Sffi] SD4 1+00 2+00 3+00 4+00 5+00 ISD4= 'A U+VUVU PAV STA 3+]916 (000' ) 1--Lo JUNCTION BOr- o INLET 41 -_ - - - J 1 PAV STA 3+68.29 (14.50' LT) SSEMAE LANE = INSTALL - 1 10 CURB 1 TO = 626.53 T = 62 53 F \STA STA 3+4 IT 4C= Q PAV STA 3+]0.]9 (14.5 LT) TESSEMAE LANE CONNECT TO INLET STA 6+4SD4= STA 0+00+000.00 LAT 4D INSTALL 45' WE CONNECTION 6+00 � Z--,!!!!!K N W 0 20 40 60 Q= � d NOTES SWFMAEROUNOARYOSED TREES ARE WNHIN T 1. PIPE VELOCITIES ARE LIMITED BY TAILWATER CONDITION. 5 YEAR VELOCITIES HAVE BEEN ADDED TO PIPE SEGMENTS WHERE 100-YEAR CONDITION DOES NOT MEET 2.5 FPS BENCHMARKS' 'X" CUT ON TOP OF A DROP INLET LOCATED ON THE SOUTH SIDE OF E ENON AVENUE, APPRO%IMATELY 1,100 FEET EAST OF THE INTERSECTION OF E ENON AVENUE AND FOREST HILL DRIVE ELEV 615.30 NAG NAIL IN NORTHWEST CORNER OF ASPHALT PARKING LOT LOCATED APPROXIMATELY 270 FEET NORTH OF SHELBV ROAD AND 60 FEET EAST OF 7+00 FOREST HILL DRIVE ELEV 629.87 I I 635 DATE REVISION BY 11 �— 630 STORM PLAN & PROFILE SD4 O 625 J ----�� T �I Meadows ]Pecan A®'1 endows iQ a+o ]Phase 2 B20 �� r W Z CITY OF FORT WORTH „ . J TARRANT COUNTY, TEXAS 9 = 615 _ _ a&H7W]MS-t uAawin..r'aimLA PIK,a 8172881900 B.I. 800 610 F.I-,T.-T610T FRN-F-1686 LJN1600--01J8D - Iy Iy DATE MAY 2024 DESIGN VNNPDSE -- - BOS DRAWNJORRFAU scALE RZ 1" 40' Ia VERi SHEEET 600 OF 6vSHEEIS Q U d W 635 s 6300 0 + 00 F 625 to xe J e a 620 U p8 � 6� „s 615 e§ 610 oa 605 O12 STA +39 B�35D4= 14 15 I DO ESS NAE LANE NSTA L 4' SQUARE Tir• _ ___-________ �� W 23 22 '�-- -STA 0+13 )1 LAT 4E= W 21 PAV STA 7+9'V (16.00' ET) = 20 Q ,9 DAME VJJE (n CON 2GCT TO INLET FEE= PAV STA 7+9126 (1450' RT) N ----- --- - -----_ - j 632. INSTALL - 1 10' CURB INLET f- 20 TC = 630.]2 FL = 620.88 W I J 2, 9T \ I 13 I STA 10+9533 SD4= / \ STA0+QOQO TAT 4E1= INLET 4E STA 0+80 00 LAT (800 OL PAV STA 8+05 AR (0.00') PAV STA 8+0588 (8000' RT) DAME LANE 2 INSTALL 4' SQUARE DAME LANE NSTALL 4.1 SLOPED END HEADWALL JUNCTIOry BOX LAT 4E STA 0+06 30 _AT 4E,= FFE= STA 0+0000 LAT 4E� 6246 Z INSTALL 45' WY CONNECTION _ W 23 J= N STA 12+4504 PAV IE STA 6+56 INSTA-L 4' SOUARE JUNCTION BOX 24'- 111 � I — — 1AI LANE SD4 0 20 40 8D T� a O CENTERLINE CURVE DATA 5 19 18L16 14 In CVN DELTA RADIUS LENGTH CHORD C-L + I C1 8'36'19" 250 Do' 3] 55' S3'29'22"W 37 51' _ _----- ----- ------ C2 8'36'19" 25000' 3]55' S3'29'22"W 3751' - - - - - - - J,y VV\ 1 (7, ........ -r-- - -- ,z - MAMBA STA 16+8645 504= PAV STA 1+00 00 (0 DO- ) HONEY HAY DRIVE INSTALL SQUARE JUNCTION BOX STA ]+55.9] SD4= PAV STA 0+31.39 (368' RT) HONEY HAY DRME NSTALL VY BEND Q I _ PROPOSED 15' DRAINAGE EASEMENT STA 18+04.09 SD4= EXHIBITBNOTES: PAV STA 9+43.02 (25.93' ET) NANDO LANE NO SAVED OR PROPDSEDTNEEX ARE WITHIN THE INSTALL 4' SQUARE SWFMA BOUNDARY JUNCTION BOX BENCHMARKS: 'X' CUT ON TOP OF A DROP INLET LOCATED ON THE SOUTH SIDE OF E ENON AVENUE, NOTES: APPROXIMATELY 1,100 FEET EAST OF THE 1. PIPE VELOCITIES ARE LIMITED BY TAILWATER CONDITION 5 YEAR VELOCITIES INTERSECTION OF E ENON AVENUE AND FOREST HAVE BEEN ADDED TO PIPE SEGMENTS WHERE 100-YEAR CONDITION DOES HILL DRIVE ELEV 615,30 NOT MEET 25 FPS - h G I�^5 L WA EG,�I l _ n §" L L=fE 151 r nxa cko 4�� A -IF 40 LF 31ICF ® 6- lil 0 i0. -I-- - I _F_ &L f I -�— 1 f 1 r L i 1 1 I I T,=lam". NN�`�' I f 0 " a#Sj c — —T—+— C�4 4 1 2 cr - _• V ... 6 FP — ICI I — --I IW I I'�-- IS I .a -- — --- — — — — — -- — — — I� I I aeL' I ICJ I la I I �I I I I�I I I� I I of I I h I I � I I N� IY lal�" I I mlm lal� I NAG NAIL IN NORTHWEST CORNER OF ASPHALT PARKING LOT LOCATED APPROXIMATELY 270 FEET NORTH OF SHELBV ROAD AND 60 FEET EAST OF FOREST HILL DRIVE ELEV 629.87 I� DATE II REVISION BY 635 STORM PLAN & PROFILE SD4 630 Pecan Meadows ]Phase 2 625 CITY OF FORT WORTH J TARRANT COUNTY, TEXAS 620 IJA aIyYwMYlg. Ylo. N�� p 301]WTM Strvat Plwne 61T 2881900 Bulk 00 W 5 FOR WarIB, Texas T61B1 FRN-F-1386 LJA PROJECT ID N1600-01J8 DATE MAY 2124 B10 DESIGN -- DRAWN JORRFAU LE HORT 1' VER1" = 4' SHEET 7 605 OF 6SHEETS 9 W CAUTION!! EXISTING OVERHEAD POWER STA 21+J364 SD6= VERIFYE LINES, CONTRACTOR CONTACT STA 24+2408 SD4= PAV STA 14+5000 (4000' LT) STA 0+00.00 UkT 4G ELECTRIC PROVIDER PRIOR PAV STA 9+6282 (2100' LT) SHELBY ROAD INSTALL 60' WE CONNECTIONFELEY INSTALL - 1 10' CURB INLET TO CONSTRUCTION INSTALL 6 BEND TO = 627 71 FL = 62321 J TO BE CONSTRUCTED �3Ho =u --.u,J PHASE 1 WATER MAIN LAT 4F \ _ - ;-27 77 8HELB\^ROAD I` x-2JaJJ INLET 4F INLET d� - ------ INLET 4 / 4GJ STA 0+3040 LAT 4F= I PAV STA 14 4500 (4150' LT) - 3 CSHELBY N ONNECT �0 INLET ` STA 19+6J09 SD4= PAV STA 12+00.00 (4000' LT) PAV STA 9+5000 (40.00' LT) PAV STA 14+19 81 (21 00' LT) SHELBY ROAD SHELBY ROAD STA 0+1781 LAT 4F= SHELBY ROAD INSTALL - 1 10' CURB INLET INSTALL - 1 10' CURB INLET PAV STA 14+3241 (41.50' LT)13 12 INSTALL 4' SQUARE TO - 627 96 FL - 62346 TO = 628.21 FL = 623.71 SHELBY ROAD 1 JUNCTION BOX INSTALL 45' BEND STA 1P//3399 504-_ STA 0+21 94 LAT STA 24+45 J0 SD4- MATCH LINE 7A 18 4G= +50 STA 0+0000 LAT 4F PAV STA 12+0250 (4000' LT) 'AV STA 9+5250 (40.00' LT) INSTALL 45' WYE CONNECTION SHELBY ROAD SHELBY ROAD ON TO INLET CONNECT TO INLET PROPOSED OPEN SPACE & DRAINAGE EASEMENT -mmlQ z--f!!!!!K 0 20 40 80 NOTES: 1. PIPE VELOCITIES ARE LIMITED BY TAILWATER CONDITION 5 YEAR VELOCITIES HAVE BEEN ADDED TO PIPE SEGMENTS WHERE 100-YEAR CONDITION DOES NOT MEET 25 FPS 19+00 20 O( 21 00 SD4 22 00 23 O( 24+0C 640 01 T - o` 0 'fli IF�OEIi �i +71. 635 630 I E m gml�L �' 625 I I gtl i 620 IL uuJ 111 CFi If �.. u„ sa m§ 615 610 oa 605 640 635 BENCHMARKS: X" CUT ON TOP OF A DROP INLET LOCATED 01 THE SOUTH SIDE OF E ENON AVENUE, APPRO%IMATELY 1,100 FEET EAST OF THE INTERSECTION OF E ENON AVENUE AND FOREST PARKING LOT LOCATED APPROXIMATELY 270 FEET NORTH OF SHELBV ROAD AND 60 FEET EAST OF FOREST HILL DRIVE ELEV 629.87 STORM PLAN & PROFILE SD4 630 Pecan Meadows ]Phase 2 1 625 CITY OF FORT WORTH TARRANT COUNTY, TEXAS I 620 YTo A IMP 301] IPIK,a 8172881900 bulk 00 FOR —,I— ]618] FRN-F-1386 615 LJA PROJECT ID NTBOO- 178 DATE MAY 2024 DESIGN V4NiRFA6E DRAWN VPMRF 610 SCALE 1-1' = 40' I VERi 1" = 4' SHEET 48 605 OF 86 SHEETS 9 d STA 0+00 00 SD5= 15' SANITARY SEWER EASEMENT C O.I DXXXXXXXXXX DETENTION POND PAV STA 1+5500 (0 GO' ) O.P RT C.T 1 SWEET PECAN WAY STA 0+83 02 SD5= 11 INSTALL 5' SQUARE Y OPEN SPACE & JUNCTION BOX PAV STA 2+38 02 (0- ) SWEET PECAN WAY DRAINAGE EASEMENT INSTALL 45' BEND D2230T8519 ORR-T STA 1+28.25 SD5= PAV STA 7+7802 (0.00') N APRICOT GLAZE WAY _ INLET 4A� - - - - - - -INSTALL 45' BEND t o 1 IIUIL■■ w— ~ ~_I / 0 20 40 80 INLET 4B LAT 4B ____________ STA 2+05.31 805= 1 STA 0+00 00 -AT 58 12 30 I III IFF I (INSTALL 45' WYE CONNECTION ' STA 2+14 41 SD5= III l y / PAV STA 6+91 86 (000') 29 ITSB APRICOT GLAZE WAY INSTALL 60' BEND INLET 5B INLET5A I \WA\�Nll 28 STA 2+31.15 SD5= APRICOT GIAZ 0+20.51 1 SB= PAV STA 6+83.49 (1450' LT) PAV STA 6+8645 (1450' RT) APRICOT GLAZE WAY APRICOT GLAZE WAY CONNECT TO INLET CONNECT TO INLET PAV STA 6+80A9 1450' L PAV STA 6+83.95 (1450' RT) APRICOT GVSE WAY APRICOT GUSE WAY NSTALL - 1 10' CURB INLET INSTALL - 1 10' CURB INLET TO = 626 98 FL = 621 12 TO = 626 96 FL - 621 93 SD5 0+00 1+00 2+00 635 630 I I NATL RN G 0D� E II- - - -I- { 625 LFE =,1 620 AN I" -a J -L 6�)' F 6 _ .7,1 Qa 615 _ �� bj.= 5. 7 l..>= ` as 610 -� a 605 oaBOO7� zLLILLI 635 635 630 630 625 625 JJI IC�I 620 620 615 615 I I I 610 610 4— I I JJI IC�I 605 605 600 600 N STA 1+13.89 SD6= LLI PAV STA 6+6500 IS 00' PT) BULLSEYE LANE (n Q INSTALL 45' BEND = STA 0+8189 SD6= STA 0+00 00 IT 6A !n �� z--� INSTALL 45' WYE CONNECTION V) O STA 0+7591 SD 0 W PAV STA 6+65 00 ( 35 98' LT) BULLSEYE LANE INSTALL 45' BEND STA 0+00,00 SD6= STA 1+31 57 SD6- ZQ PAV STA J+16.12 (9209' LT) BULLSEYE PAV STA 6LANE (14.50 RT) BULLSEYE LANE 1 SL NSTALL 4:1 SLOPED END HEADWALL LU CONNECT TO INLET LLI II-` ` PAV STA 6+50,00 (14.50' RT) ULLSEYE LANE NSTALL - 1 10' CURB INLET OPEN SPACE & 612 IMAGE EASEMENT \ 14 TO = 62540 FL = 61631 C C.ID2230J8519 POND- O.P R?C.` ,DETENTION 1 �✓ - tt E%HIRRBNOTE6 ti rr NOXAVEDORPROPCXE DTREESAREVff T LAT 6I) 1 13 i SWFMA BOUNDARY 33 INL LU 6B NOTES: III 12 1 BY I SEGMENTSATIR WHE EOI100-YEAR CONDDITION HA E BELOSITISI EEN ADDEDRTOLIPIPEUITIONO DOZES /I BU.L�I'E LANE NOT MEET 2 5 FPS STA 0+17 68 IAT SA - PAX STA 6+5250 (17.50LT CONNECT TO INLET PAV STA 6+50 00 (14 50' LT) BULLSEYE LANE INSTALL - 1 10' CURB INLET TO = 625 40 FL = 620.56 INLET 6A SD6 )+00 1+10 2+00 BENCHMARKS: X" CUT ON TOP OF A DROP INLET LOCATED ON THE SOUTH SIDE OF E ENON AVENUE, APPRO%IMATELY 1,100 FEET EAST OF THE INTERSECTION OF E ENON AVENUE AND FOREST HILL DRIVE ELEV 615,30 MAG NAIL IN NORTHWEST CORNER OF ASPHALT PARKING LOT LOCATED APPROXIMATELY 270 FEET NORTH OF SHELBV ROAD AND 60 FEET EAST OF FOREST HILL DRIVE ELEV 629.87 I� 635 DATE II REVISION BY 630 STORM PLAN & PROFILE SD5 & SD6 625 ]Pecan Meadows ]Phase 2 620 CITY OF FORT WORTH TARRANT COUNTY, TEXAS 615 , p IJA aE7rwvYEg. rEw H� .1TWTMBtrvat PIETA 81T 28819W S-Soo FORWmIR,T—M10T FRN-F-1886 610 LJA OTI NT600-01PRECT 78D DATE MAY 2024 DESIGN VM EASE 605 DRAWN -READ SCALE RZ 1' = 40' VERi 1' - 4' SHEET 9 600 OF 6SHEETS GEOTEXTILE FORT WORTF� cmaF FORT woRTx. Trans vlssD waD.:D:1 EMBEDMENT ALL BQERTORM SEWER 330510-D402 OMD• 0M0• 0� oM� & ISTAN A SHEET MOF 2AT) gNLET� 334920-13405 �� .... — T1 SEL➢GL! arnnx 6 �• �dc]IRLS e e . U.) e/as a (N) K pywn� 7 .1 14 !� Burs clRr-r-r Z;E D (I.) au+s . E (I.) E2E!.;Op STANDARDFSTORM DRAIN INLET )SHEET 2 OF 2) 33 49 20-D405 BENCHMARKS' X CUT ON TOP OF A DROP INLET LOCATED OI THE SOUTH SIDE OF E ENON AVENUE, APPRO%IMATELY 1,100 FEET EAST OF THE INTERSECTION OF E ENON AVENUE AND FOREST PARKING LOT LOCATED APPROXIMATELY 270 FEET NORTH OF SHELBV ROAD AND 60 FEET EAST OF FOREST HILL DRIVE ELEV 629.87 GATE REVISION BY STORM DRAIN DETAILS Pecan Meadows ]Phase 2 CITY OF FORT WORTH TARRANT COUNTY, TEXAS IJA YIo M 301]WTM t PIK, 817 288 I9 F. 60 FOR WarIM1, Texas T6167 FRN-F-1386 LJA PROJECT ID N1600-01 JB DATE MAY 2024 DESIGN VANTREASE DRAWN I TREASE SCALE VERi RZ NTS SHEET 77 OF 86 SHEETS w Q d 0 0 0 w U d i a JIEQ• WITH LID T— T— T T I ORT WORT crtr of Foxy WromH TEXAS I REVISED 00303031 STANDARD 6' SQUARE 3 JUNCTION BOX 3 4910-D410 :m L f, NCI ORTWORT I—OFFORT WORTH,TEXAS I REYISEO04-21 33 49 10-D409 STANDARD 4• SQUARE JUNCTION BOX IftV CRY OF FORT WORTH, TEfNs I REVISEDIIa3 21 T STANDARD 6' SQUARE i 33 4910-D411 JUNCTION BOX BENCHMARKS: "X" CUT ON TOP OF A DROP INLET LOCATED ON THE SOUTH SIDE OF E ENON AVENUE, APPROXIMATELY 1,100 FEET EAST OF THE INTERSECTION OF E ENON AVENUE AND FOREST HILL DRNE ELEV 61530 MAG NAIL IN NORTHWEST CORNER OF ASPHALT PARKING LOT LOCATED APPROXIMATELY 270 FEET NORTH OF SHELBY ROAD AND 60 FEET EAST OF FOREST HILL DRIVE, ELEV 62987 1 STORM DRAIN DETAILS ]Pecan Meadows Phase 2 CITY OF FORT WORTH TARRANT COUNTY, TEXAS Y1I, 391T TN eet LA Phone 8172881900 3-300 FORWM,T—T610T FRN-F-1- LJA PROTECT ID NT600-0178 DATE MAY 2— DESIGN VANTREASE DRAWN- VANTREASE SCALE HORZ. NTS VERT: SHE 78 OF 86 SHEETS 9 r__ -+- t--+--+ xN 0 I �ORTWORT�I clrroP FoarWoaTN, TexAs � asWssoouo-z0zl TYPICAL MANHOLE 1 1334910-D415 PIPE PENETRATION F� ��. ci- sue-xcnm ORT WORT I CRY OF PoarwomN, Texns MANHOLE STEPS E%HIRIT N NOTES, NO SAVED OR PROPOSED TREES ARE WITHIN THE SWFMA BOUNDARY I-IRED 0u0a0z1 33 4910-D414 BENCHMARKS: "X" CUT ON TOP OF A DROP INLET LOCATED ON THE SOUTH SIDE OF E ENON AVENUE, APPROXIMATELY 1,100 FEET EAST OF THE INTERSECTION OF E ENON AVENUE AND FOREST HILL ORNE ELEV 615 30 MAG NAIL IN NORTHWEST CORNER OF ASPHALT PARKING LOT LOCATED APPROXIMATELY 270 FEET NORTH OF SHELBY ROAD AND 60 FEET EAST OF FOREST HILL DRIVE, ELEV 629 87 1 _ I 1 I I I I I I I DATE REVISION BY STORM DRAIN DETAILS ]Pecan Meadows Phase 2 CITY OF FORT WORTH TARRANT COUNTY, TEXAS rY1p TN eet LA Phone 8172881960 3-300 FONWOth,T—T610T FRN-F-1386 WA PROJECT ID NT600-0178 DATE MAY 2024 DESIGN VANTREASE DRAWN- VANTREASE CALE HOR2, HTS VERT: SHEET 79 OF 86 SHEETS 9 Uq OFyF��5 oancnc Ncw—rnvca � �V°'"w q«�«[>'••xr. seafA"� wrcx v m u� •wM m AN M — nnIR Pi AN MFw — GRADF RINI ORTWORT error FORTWORTH,Teras I R-13w 1.1 STORM DRAIN I` MANHOLE FRAME COVER AND 330513-D417 GRADE RINGS 6" WALLS — A w L_ J� CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE REINFORCING SHALL BE NO 3 BARS STRENGTH OF 3000 PSI ON 18" CENTERS EACH WAY AT 28 DAYS q S 6.. VARIES — 1' MIN 6 COAE \' TOE WALL RCP STORM DRAIN SECTION A —A SLOPED FryRADWALL E%HI BIT B NOTE NOFMAEBOUNE BENCHMARKS: CUT ON TOP OF A DROP INLET LOCATED OI THE SOUTH SIDE OF E ENON AVENUE, APPRO%IMATELY 1,100 FEET EAST OF THE INTERSECTION OF E ENON AVENUE AND FOREST PARKING LOT LOCATED APPROXIMATELY 27D FEET NORTH OF SHELBV ROAD AND 60 FEET EAST OF FOREST HILL DRIVE ELEV 629Z7 DATE II REwsION II sr STORM DRAIN DETAILS Pecan Meadows ]Phase 2 CITY OF FORT WORTH TARRANT COUNTY, TEXAS IJA YEo M 381]W7M t PIK,a 817 288 19 F. 00 FOR WarIM1, Texas T6167 FRN-F-1386 _ PROJECT ID NT600-0178 DATE MAY 2024 DESIGN VANTREASE DRAWN VANTREASE CALE HORS NTS VERT SHEET 80 OF 86 SHEETS 9 IL IlIIIIIff I D¢w a rr��B«aRaown Bssn1D Basin size lM �+� swr6ance �ha DAl-A PTrrexme�B(�sanaa°n R esdentiall fraatrvttare e e rSll,III 3.5 DAYC 4.0 DAl-D 3.7 PM1ase l Residential lnfrastrvtture 5edimentxion Basin set PM1ase 2 Rezitlen[ial lnfrastrvtture Sedlmentxi,n Basin SB2 PM1ase 2 Rezitlen[lal lnfrastrvtture seeimentxi,n Basin s03 DA1-F 3.6 - 9.8 IMbB 5.1 PM1ase 2Pezleen[lal lnfrastrvtture seelmen[xl,n Basin sB, PM1ase 2Resleencial lnfrastrvtture seelmentxion Basin SBs PM1ase 2 Residential lnfrastrvtture s1dime1txi°n Basin SB6 DA3 2.9 DA4 1.4 0a TOTALND 56.2 Pllase3Rezitlential lnfrastrvtture Setlimentxi,n Basin SB7 PM1ase 2Rezitlen[ial lnfrastrvtture Perlme[er slit Pen« Phase 2Resleential lnfrastrvtture Perimeter silt Fen« Sedimentation Basin Sizing Basin 5B1 S52 S53 SB9 SB5 SB6 SB7 Area(at) 3.5 4.0 3.7 3.6 9.8 5.1 2.9 STONE OVERFLOW RSv(Cf) 534 610 564 549 1494 778 442 STRUCTURE (TYP) Length (if) 27 31 29 28 n 40 23 Provided Length(if) 29 33 31 30 ]9 Q 25 Volumed) 573 649 603 589 1533 817 481 ION r ro o so 10o zoo I I I 1 I I LEGEND SILT FENCE TO BE INSTALLED PRIOR TO Ij ANY LAND DISTURBANCE OR INITIAL GRADING / STONE OVERFLOW STRUCTURES TO BE ® INSTALLED PRIOR TO ANY LAND IT/ DISTURBANCE OR INITIAL GRADE I INLET PROTECTION (BY UTILITY CONTRACTOR.) ° 4' EROSION CONTROL BLANKETS (CURLER) DEVICES TO BE INSTALLED AFTER FINAL DW o IP) p GRADING AND/OR AFTER PAVEMENT CONSTRUCTION AND CURB BACKFILL ROCK CHECK DAM I FLOW DIRECTION (PRE -CONSTRUCTION) CONSTRUCTION ENTRANCE/EXIT I T a � 10'X10' CONCRETE WASHOUT I I PROPOSED TEMPORARY SEDIMENTATION I � BASIN AREA O PROPOSED PROTECTIVE FENCING- ORANGE ti PLASTIC MESH NET WITH T-POSTS ° INCLUDING A TOP RAIL ' DISTURBED AREA -vj �o l BENCHMARKS- "X" CUT ON TOP OF A DROP INLET LOCATED ON THE SOUTH SIDE OF E ENON AVENUE, APPROXIMATELY 1,100 FEET EAST OF THE INTERSECTION OF E ENON AVENUE AND FOREST HILL DRIVE ELEV 615 30 MAG NAIL IN NORTHWEST CORNER OF ASPHALT PARKING LOT LOCATED APPROXIMATELY 270 FEET NORTH OF SHELI3Y ROAD AND 60 FEET EAST OF FOREST HILL DRIVE, ELEV 629 87 1 I I I I I I I I I I I I I I I I DAZE REVISION BY ISWM CONSTRUCTION PLAN ]Pecan Meadows Phase 2 CITY OF FORT WORTH TARRANT COUNTY, TEXAS 30�1] TIM14 tr(�ce1 � Phone 61728 8,0300 F,n Warlh,Te 76107 FRN-El- PROJECT ID NMOO-1178 DATE MAY 2024 DESIGN VANTREASE DRAWN- VANTREASE SCALE 1" 100' HORZ. — VERT: N/A SHHEET OF 86 ISHEETS 9 W 1n D_ !n O w z W CL INSTRUCTIONS TO OPERATOR: CONCRETE BLOCK OPERATOR SHALL PLACED AROUN DROP INLE 1 ACTIVELY MAINTAIN THIS EROSION CONTROL PLAN AND THE PERIMETE ASSOCIATED STORM WATER POLLUTION PREVENTION PLAN (SWEEP) 2. POST SITE NOTICE AND/OR THE NOTICE OF INTENT (N01) PROVIDED IN SWPPP AT OR NEAR THE CONSTRUCTION ENTRANCE. 4, SHOW ON THESE PLANS LOCATION AND WRITE NAME AND DATE OF INSTALLATION ON ALL CONSTRUCTION ENTRANCES, EQUIPMENT STORAGE 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 SEE LEGEND. 6 SOLID FILL, WITH A HIGHLIGHTER, THOSE AREAS WHERE CONSTRUCTION HAS CEASED AND PERMANENT VEGETATION IS BEING ESTABLISHED SEE LEGEND J DATE REMOVAL OF EROSION CONTROL DEVICES AND NOTE REASON FOR REMOVAL IN THE SWPPP 8, CROSS OUT AND DATE ANY LOTS THAT HAVE BEEN TRANSFERRED TO A SEPARATE OPERATOR A NOTICE OF CHANGE SHALL BE MAILED TO THE TCEO. AND A COPY SHALL BE PLACED IN THE DOCUMENTS OF ALL MODIFICATIONS AS REQUIRED BY THE TEXAS STATE BOARD OF REGISTRATION FOR PROFESSIONAL ENGINEERS. PRIOR TO BEGINNING OPERATOR SHALL MAKE COPIES OF PLAN IF CURRENT PLAN BECOMES TOO CROWDED FOR USE, OPERATOR SHALL PLACE "SEE REVISED PLAN" WITH DATE ON CURRENT PLAN, AND BEGIN TO USE A COPY FOR NEW PLAN 7YF�fL'ACLVTHUUDH �'U'I' VAGEM'cNT EARTH EMBANKMENT —\ Y Y/Y9 0= -0-0. FILTER STONE J A a EMBANKMENT PLAN VIEW SEDIMENT BASIN DAM NOT TO SCALE -1/2" FILTER ONE ffilimm 1/2" X 1/2" WIRE SCREEN CONCRETE BLOCKS 1-1/2" FILTER STONE FLyW I FLOW .a 1 'EEPAGE ROCK BARRIER CAN BE USED ON PAVEMENT DROP INLET OR BARE GROUND SECTION A —A CUTAWAY TO SHOW GEOTEXTILE COVERED FILTER STONE CORE DROP INLET PROTECTION NOT TO SCALE ROW CURB LINE 1 50' MIN GUTTER LINE 20' MINI. NCTCOG ITEM 2.1 8 (tl) 10' R "ROCK FOR FOUNDATION" PLAN VIEW I I-EXISTINC, LENGTH OF INLET A WA NING PLUS 6" i END 1 50' MIN GENERAL NOTES 1. FRAME TO BE MADE OF 4 GAUGE GALVANIZED STEEL, 3"x8" SQUARE FOR SECTION ADJACENT TO FACE OF INLET, 4"x8" SQUARE FOR TOP AND BOTTOM SECTIONS, 2 FILTER FABRIC TO BE TS 500 POLYFELT. 3. CURB INLET PROTECTOR TO BE MANUFACTURED BY TEXAS ENVIRONMENTAL MANAGEMENT, INC OR EQUAL. (ENGINEER TO APPROVE SUBSTITUTE PRIOR TO INSTALLATION.) ALTERNATE 2 CURB INTLLETT PROTECTION (CNOTCTO ,m TEMPORARY PLYWOOD CAP TEMPORARY BACKFILLA PIPE CROSS SECTION CURB INLET PROTECTION (STAGE ONE) NOT TO SCALE STEEL OR WOOD POST AT 10'-0 C-C (MA%) �w I�WIRE FABRIC (10 GAUGE LINE WIRES MIN) 12 1/2 GAUGE INTERMEDIATE WIRES (MIN) j MIRAFI 100X I ANCHOR FABRIC IN 4"%4" TRENCH BACKFILL & COMPACT FLOW � GROUND LINE o 4 POST OPTIONS. o w00D 4"X4" OR 3" MIN DIA STEEL 1.33 LBS/Fi MIN TYPI((``AL 7��J��,gy �l��J� 3 FIPARIC WITH W(KE MESH HIGH FLOW SILT FENCE DETAIL Ndf 1D SCALE 8' MINI U V U L T EXISTING GROUND FILTER FABRIC UNDERLINER (MIRAFI 140 NIL) PROFILE VIEW NOTES' 1 GRADE ENTRANCE TO PREVENT RUNOFF FROM LEAVING SITE 2. IF APPLICABLE. A TRAFFIC RATED CATTLE GUARD MAY BE USED AS A SEDIMENT TRAPPING DEVICE, STRATEGICALLY PLACED ALONG THE CONSTRUCTION ENTRANCE CONSTRUCTION ENTRANCE DETAIL lm To Sfxc t DARD CMU BLOCK 2"-4"BLOCK ROCK INLETPOULTWIRE ROCKROCKCMU BLOCKNG 6° 8 PLAN VIEW CROSS SECTION ALTERNATE 1 CURB INLET PROTECTION (STAGE TWO) NOT TO SCALE WOOD STAKES ® 6'-8' 0-C AMOCO 2212 (OR EQUAL) ANCHOR FABRIC IN 4"%4" TRENCH g I' BACKFILL & COMPACT GROUND LINE J-1� la FLOW TYPICAL TEMPORARY FILTER FARRIC WITHOUT WIRE MESH LOW FLOW SILT FENCE DETAIL NOT M SCALE BENCHMARKS' "X" CUT ON TOP OF A DROP INLET LOCATED 01 THE SOUTH SIDE OF E ENON AVENUE, APPRO%IMATELY 1,100 FEET EAST OF THE INTERSECTION OF E ENON AVENUE AND FOREST PARKING LOT LOCATED APPROXIMATELY 270 FEET NORTH OF SHELBV ROAD AND 60 FEET EAST OF FOREST HILL DRIVE ELF,` 629.87 DATE II REVISION II BY ISWM-T&PW DETAILS Pecan Meadows ]Phase 2 CITY OF FORT WORTH TARRANT COUNTY, TEXAS IJA YEo M 301]W]N t P-81728819 BeI FORWarIM1, Taxes ]616] FIRM -F-1386 LJA PROJECT ID NT600-01J8 DATE MAY 2024 DESIGN LJA DRAWN WA SCALE IF— N/A VERT N/A SHEET 82 OF 86 SHEETS 9 LL WOVEN WIRE SHEATHING WITH NOTE. REMOVE SILT WHEN DEPTH REACHES 6 INCHES MAX 1' OPENING, MIN, WIRE DIA 20 GAUGE 2' MIN. 4"-B. DIA OPENLY GRADED ROCK A SECTION A ROCK CHECK DAM NO SCALE FORTWORTH OFFORTWORTH,TBXA6 lREDaa311111 INLET NLET PROTECTION 2"WIRE WEIR 01 5713-D430 BENCHMARKS' X' CUT ON TOP OF A DROP INLET LOCATED ON THE SOUTH SIDE OF E ENON AVENUE, APPROXIMATELY 1,100 FEET EAST OF THE INTERSECTION OF E ENON AVENUE AND FOREST HILL DRIVE ELEV 615,30 NAG NAIL IN NORTHWEST CORNER OF ASPHALT PARKING LOT LOCATED APPROXIMATELY 270 FEET NORTH OF SHELBV ROAD AND 60 FEET EAST OF FOREST HILL DRIVE ELEV 629.87 I� DATE II REVISION BY ISWM—T&PW DETAILS Pecan Meadows ]Phase 2 CITY OF FORT WORTH TARRANT COUNTY, TEXAS IJAayYwMYq.Yw. LA 301]W]N Strvat PW,a 817288IM BUI FORWarIM1, Texas ]618] FRN-F-1386 LJA PROJECT ID NT600-0178 DATE MAY 2024 DESIGN LJA DRAWN WA SCALE RZ N/A VE VERi /A SHEET 83 OF 86 SHEETS Cl_ 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 10 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 11 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 12 Rev. 03/01/2022 BN