Loading...
HomeMy WebLinkAboutContract 56595-A1Date Received: 1/11/2024 Permit No.: SWFMA-23-0079 Time Received: 4:07 p.m. City Secretary No.: 56595-Al AMENDMENT TO CITY SECRETARY CONTRACT NO. 56595 STORMWATER FACILITY MAINTENANCE AGREEMENT This AMENDMENT TO CITY SECRETARY CONTRACT NO. 56595, 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 CND-TAVOLO, LLC, a Texas limited liability company "Landowner", acting herein by and through its duly authorized representative Garrett Lust as Authorized Signer. RECITALS WHEREAS, the City of Fort Worth ("City") and Pate Ranch Land, LP ("Initial Landowner") made and entered into City Secretary Contract No. 56595 (the "Agreement"), an agreement that runs with the land and authorizes 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. D221327167, which is one and the same as City Secretary Contract No. 56595; WHEREAS, the Agreement contains exhibit(s) "A" and "B" that depicts the location and design specifications of the Facility; and WHEREAS, Landowner has requested to amend the design and location of the Facility; WHEREAS, City is amenable to executing 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 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. OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX Revised 03/01/2022 BN Page 1 of 6 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. EXECUTED on this the 11 t h day of January 2 p 24 REMAINDER OF THIS PAGE INTENTIONALLY LEFT BLANK Revised 03/01/2022 BN Page 2 of 6 CITY: LANDOWNER: CND-TAVOLO, LLC a Texas limited liability company balm Aio# Dana Burghdoff (Jan 202415!5`2 CST) Dana Burghdoff, 13y: Garrett Lis Assistant City Manager Its: Authorized Signer City of Fort Worth Date: Jan 11, 2024 Date: 1 D f 2oi4 Approved as to Form and Legality: Contract Compliance Manager: By signing I acknowledge that I am the Thomas Royce Hansen, person responsible Assistant City Attorney [I for the monitoring and administration of City Attorney s Office this contract, including ensuring all performance and reporting Date: Jan 11, 2024 requirements. o�vvnq� �4p FORr nIIa p �`o g9.ld ATTEST: °ada o=° ReDiane owen (Jan 11, 202411:11 CST) o Rebecca Owen, Planning Manager � "^ 1� s Qan� nEX 45bgd Development Services Jannette Goodall, City Secretary Date: Jan 11, 2024 City of Fort Worth Date: Jan 11, 2024 OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX Revised 03/01/2022 BN Page 3 of 6 STATE OF TEXAS COUNTY OF TARRANT This instrument was acknowledged before me on January I Ith, 2024 by Dana Burghdof£ Assistant City Manager of the City of Fort Worth, on behalf of the City of Fort Worth. Di itall si ned b Brooke o�PRva�e/. BROOKE BONNELL a Notary Public + * STATE OF TEXAS N9 GV +P Notary I.D. 134009525 My Comm. Exp. Oct. 11, 2026 - - - - - - - - - - - - - - LANDOWNER STATE OF COUNTY OF Brooke 9 9 y Bonnell Bonnell Date: 2024.01.11 16:02:43 -06'00' Notary Public, State of Texas BEFORE ME, the undersigned authority, a Notary Public in and for the State of �S on this day personally appeared Gakw LQt S4- (name of executor) , �1/lt' (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 (Landowner's name), and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this lot, of'T.A c0-ty , 20� is Kimberly L. Blair My Co713012026ion xp'res Notary ID 5852213 Revised 03/01/2022 BN Notary Public, Statef a� Page 4 of 6 EXHIBIT "A-1" INSERT LEGAL DESCRIPTION Revised 03/01/2022 BN Page 5 of 6 P ROJ ECT NO.220005 DRAINAGE EASEMENT EXHIBIT A-1 aAXIS 5 U R V E Y I N G BEING A TRACT OF LAND LOCATED IN JOHN F. HEATH SURVEY, ABSTRACT NO. 641, FORT WORTH, TARRANT COUNTY, TEXAS AND BEING A PART OF A TRACT OF LAND DESCRIBED IN DEED TO CND-TAVOLO, LLC, RECORDED IN INSTRUMENT NO. D221270598, DEED RECORDS, TARRANT COUNTY, TEXAS (D.R.T.C.T.) AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS; COMMENCING AT THE SOUTHWEST CORNER OF TAVOLO PARK, AN ADDITION TO THE CITY OF FORT WORTH, TARRANT COUNTY, TEXAS ACCORDING TO THE PLAT THEREOF RECORDED IN INSTRUMENT NO. D221367678, PLAT RECORDS, TARRANT COUNTY, TEXAS, SAID POINT BEING A NORTHWESTERLY ELL CORNER OF SAID CND-TAVOLO TRACT AND THE INTERSECTION OF THE SOUTH LINE OF SUMMERGLADE STREET AND BRYANT IRVIN ROAD ACCORDING TO THE PLAT OF SAID ADDITION, FROM WHICH A 5/8-INCH IRON ROD FOUND AT A COMMON ELL CORNER OF SAID CND-TAVOLO TRACT AND SAID ADDITON BEARS NORTH 35°02'36" WEST. A DISTANCE 32.73 FEET; THENCE NORTH 54°49'22" EAST, ALONG THE COMMON LINE OF SAID CND-TAVOLO TRACT AND SAID ADDITION, SAME BEING THE SOUTH RIGHT-OF-WAY LINE OF SAID SUMMERGLADE STREET, A DISTANCE OF 55.38 FEET TO THE BEGINNING OF A NON - TANGENT CURVE TO THE RIGHT HAVING A CENTRAL ANGLE OF 01°41'47", A RADIUS OF 325.00 FEET AND A CHORD BEARING AND DISTANCE OF NORTH 52°01'01" EAST, 9.62 FEET; THENCE NORTHEASTERLY, CONTINUING ALONG THE COMMON LINE OF SAID CND-TAVOLO TRACT AND SAID ADDITION AND ALONG SAID CURVE TO THE RIGHT, AN ARC DISTANCE OF 9.62 FEET TO THE POINT OF BEGINNING OF THE TRACT OF LAND HEREIN DESCRIBED, SAID POINT BEING ON SAID CURVE TO THE RIGHT HAVING A CENTRAL ANGLE OF 15°46'20", A RADIUS OF 325.00 FEETAND A CHORD BEARING AND DISTANCE OF NORTH 60°45'04" EAST, 89.18 FEET; THENCE NORTHEASTERLY, CONTINUING ALONG SAID COMMON LINE AND ALONG SAID NON -TANGENT CURVE TO THE RIGHT, AN ARC DISTANCE OF 99.46 FEETTO A POINT FOR CORNER; THENCE NORTH 68°38'14" EAST, CONTINUING ALONG SAID COMMON LINE, A DISTANCE OF 177.37 FEET TO A POINT FOR CORNER, FROM WHICH A 5/8-INCH IRON ROD WITH A CAP STAMPED "PELOTON" BEARS NORTH 66-46'20" EAST, A DISTANCE OF 1,215.22 FEET; THENCE SOUTH 21°21'46" EAST, LEAVING SAID COMMON LINE, A DISTANCE OF 623.58 FEET TO THE BEGINNING OF A CURVE TO THE LEFT HAVING A CENTRAL ANGLE OF 20°23'09", A RADIUS OF 975.00 FEET AND A CHORD BEARING AND DISTANCE OF SOUTH 31°33'21" EAST, 345.08 FEET; THENCE SOUTHEASTERLY, ALONG SAID CURVE TO THE LEFT, AN ARC DISTANCE OF 346.91 FEET TO A POINT FOR CORNER; THENCE SOUTH 41°44'55" EAST, A DISTANCE OF 128.53 FEET TO A POINT FOR CORNER; THENCE SOUTH 49°00'45" WEST, A DISTANCE OF 53.31 FEET TO A POINT FOR CORNER; THENCE NORTH 84°39'27" WEST, A DISTANCE OF 13.81 FEET TO A POINT FOR CORNER; THENCE NORTH 38°19'39" WEST, A DISTANCE OF 744.62 FEET TO THE BEGINNING OF A CURVE TO THE RIGHT HAVING A CENTRAL ANGLE OF 03°04'03", A RADIUS OF 6,945.00 FEET AND A CHORD BEARING AND DISTANCE OF NORTH 36-47'37" WEST, 371,76 FEET; THENCE NORTHWESTERLY, ALONG SAID CURVE TO THE RIGHT, AN ARC DISTANCE OF 371.81 FEET TO A POINT FOR CORNER; 220005ESMT1I-DE-TAVOLO-221024.dccx TBPELS FIRM #10194367 Page 1 of 3 a�/��IS A$ 5 V R V E Y i N 0 THENCE NORTH 08°23'43" EAST, A DISTANCE OF 14.48 FEET TO A POINT FOR CORNER AT THE POINT OF BEGINNING AND CONTAINING 151,527 SQUARE FEET OR 3.479 ACRES OF LAND, MORE OR LESS. BASIS OF BEARINGS IS THE TEXAS STATE PLANE COORDINATE SYSTEM, NAD 83, NORTH CENTRAL ZONE (4202) AS DERIVED FROM GPS OBSERVATIONS, ALL AREAS AND DISTANCES ARE SURFACE MEASUREMENTS. AN EASEMENT EXHIBIT OF EVEN SURVEY DATE TO ACCOMPANY THIS FIELD NOTED CRIPTION AND MADE A PART HEREOF FOR ALL INTENTS AND PURPOSES. SEAN SHROPSHIRE ............. 5674 . SEAN R PSH IRE REGISTERED PROFESSIONAL LAND SURVEYOR NO. 5674 NOVEMBER 9, 2022 22000$ESMTII-DE-TAVOLO-221024.docx Page 2 of 3 SID W. RICHARDSON FOUNDATION INSTRUMENT NO. D215250079 D.R.T.C.T. s� 'hy POINT OF COMMENCING NUMBER L1 L2 L3 L4 L5 L6 L7 REMAINDER OF CND—TAVOLO, LLC INSTRUMENT NO. D221270598— D.R.T.C.T. LINE TABLE BEARING S54' 49' 22'U N 68' 38' 14"E S41 ' 44'55 "E S49'00'45"W N84'39'27"W N O8' 23'43"E S55'05'26"W NUMBER DELTA ANGLE C1 1'41'47" C 2 15'46' 20" C3 20'23'09" C4 3'04'03" C5 0' 16,05" LEGEND DISTANCE 55.38' 177.37' 128.53' 53.31 ' 13.81' 14.48' 67.57' EXHIBIT A-1 TAVO� ARK INSTRUMENT NO. D221367578 . P.R.T.C.T. � POINT OF BEGINNING 0.N� s1a�o° DRAINAGE EASEMENT 3.479 ACRES ��• 151,526 SQUARE FEET r �4�1 J,p r � r S.W. RICHARDSON INSTRUMENT NO. D14SD45217 D.R.T.C.T. 'Y CURVE TABLE d�- RADIUS LENGTH CHORD BEARING CHORD LENGTH 325.00' 9.62' N52'01'01 "E 9.62' 325.00' 89.46' N60'45'D4"E 89.18, 975.00' 346.91' S31'33'21 "E 345.08' 6945.00' 371.81' N36'47'37'W 371.76' 7000.00' 32.73' N35'02'36'W 32.73' REMAINDER OF CND—TAVOLO, LLC INSTRUMENT NO. 022127D598 D.R74J. (FUTURE TAVOLO PARK) .4a BASIS OF BEARINGS IS THE TEXAS STATE PLANE COORDINATE SYSTEM, NAD 83, NORTH CENTRAL P.R.T.C.T. PLAT RECORDS, TARRANT ZONE (4202) AS DERIVED FROM GP5 COUNTY, TEXAS OBSERVATIONS. ALL AREAS AND DISTANCES ARE D.R.T.C,T. DEED RECORDS, TARRANT SURFACE MEASUREMENTS. COUNTY, TEXAS • 5/8"IRF0 200 A FIELD NOTE DESCRIPTION OF EVEN SURVEY O CALCULATED POINT FOR DATE TO ACCOMPANY THIS EXHIBIT AND MADE A CORNER SCALE:1"=200' PART HEREOF FOR ALL INTENTS AND PURPOSES. af7 A X I S S U R V E Y I N G P.O. BOX 575 I WAXAHACHIE, TEXAS 75168 214.903.8200 1 TBPELS FIRM NO. 10194367 I N F O@ A X I S- S U R V E Y. C O M �9 � ,1� fit` •. SEAM SHROPSHIRE 9 �0 5674 220005ESMT11-DE DRAWN BY: WT DRAINAGE EASEMENT JOHN F. HEATH SURVEY ABSTRACT NO. 641 FORT WORTH, TARRANT COUNTY, TEXAS (2c Sean Shr e Registered Professional Land Surveyor No. 5674 DATE: 2211 1109 I PAGE 03 OF 03 EXHIBIT A - - ``y l \ , .Y �\ } �•\\ ` '• �r-` y, \ \�, -1 owNEa s �cxnNORTHPPos� Kq DHOUSTOALTE­ / F','ELOPER CONTACT JOHN 6wRLHFIELa 1,MLy,6'lpLAR,'.'ar`� \ PxONC T1}90}GSU(r .. ar �� m y y \ '/ / / N�f�^ �����' i��'^' � y t� � , �—• ENGINEER LPNPGE516N INc. `y\ \y\ \`\� ��'' ` 9 �L•�i Ga T1 ,� y r -� YY \ / }I 5301 ALPHA RCAa, SVITE 24 \ Y1 \ \ - / ' _� /j_ \\y/ 'S 11 l - y� h \ _• - V' CONTI SRIAN JR4ENCH - �or. yr L i _i L�•a,s >.t. '� � `\ / �''` �` l 1 cxowezruescoon ! 1 Y vg EL REF91 E4 x AGSOOLLLM TT `\`\\\y\ \y\y /, '— -��J �♦, % �� e 1 \y \ N I`+'Ewrr.eer. . O-ecx 2,00a] ��i �\Y ' `y. \ illy \ *'_.'" _� /�� I h� RAI :W -'i, ♦. 1 9EP Poq P,- <\y ."°rfr ":i w• E „ e6 iL PHONE 61746&93,6 la 1} ` S $ yA\\ t \v, _ / - _fir L ��3•��,�.� A '�•w � `e 14 R \, �, � II. -.. 'k !(' L -. oaa.wn�rnran \%< w �� � � �� �1��va y J r n - $ T � ` ' •�-' � & .t a �" `�� ��,�� �'�,w'��" �~% "'i �� '/V�` � ds� � P M`, �1-'".k:�,,.' � y 1`-��Y i�'' ', / i -• � -'( VICINITY MA? 1 �1 �°mn "� ,ro - g ^°„> ' eP •�: �R Iw `� 1 ' .o , r \ \ m,.s p R a © 4 tl $ i� ai.� t! F:��' GENERAL NOTES ,Plei ..J�� '6r' ♦� y �x� � \�- �, cop r,' �\\^:\`, 6 ��, �a-i, �„�.,� �� �a " :i;y\:�1.:3�.d �-cK'�,�^,• �— .. / i r/ c,<.n„o. L r \ a -.\'.\ 1 • '` � dkyr�CTr,�e 1``���.'f, ;'a� � „.• ;R+ i� 1 •.y' ,a. e. /` .�_ i /! <,ax <e..<,�,. .e.u,xaN,. �.'' � / _ � �:, .v .� }.•'*�'',. ` 19,A �`` a r° a. vu ,.S'/� ^�- I � / , ,. ac �„e�irRrms �/' \`� 1`Y_•fl �#, 1 � r: '4 """�''_ :�,d e �� •''t\ r 5.w PoOI.ASSOx y. - / / 1 �•, a'm I r# wulue I- Pry 450 ,. ♦ 4i � p �,{ ,e% / r r � r ,. N',,• �, a ......�..,,....,. ,,,w rt:r <: �!, _ a . .J`,;,< p , nd Jy �" J r r 1 y . . - mm,,L wnmay'. is _,� Y` \\\ _ M.UU I,`\t.,a:. / n i Resmrcrtaynlxr _''a J-\ \\ �:�} Y•' `"fir'` 7-, ��� � ✓.x�,::`....�1.I I I �`II" =j0 �/\ Y� \� ,w..r«..c<.s:e o. or.E..,.ere.,r.,,.xw,,.r� »M..»... .....ae _ - � - , a \♦'� i'�( �� �rs-� e '>+ • y . s!, .. I L'.9 / / q6.61,�A ACRES I ! >R `�b<: ... - L �•3� �.e.e.ar �� �.,, .....� rLh.,�.«.,rer,.rw»„ r�,,.ww�w,.w.r..e.o�w„<, y � `�1; 4` i Ay vn SS''�� � � 3Ad1 B,6SF I ♦ •f,/�1 . �` \ "VVV.,.... \- •A�1 �d°4t� 1 CN� TAVOLO LLC I � / �--. i / \ •':id L 'n ^"�- _} �e fe 1. G Rb. 4I I]]]1]91f54R- i p \ ly e. ``°n�' ie { aRT.c.T. /x / /// / LEGEND yl l� J � ^ir - el`�4 I � i-3yc = o?\I C»'.,�'r� v �� �,^�°y' a � � ! �- i. ,r•V .�y, erxT m,,., / .r A,- f ; 1 -e`a�^b •• v� Y•F II! �: \- / 3�)� - J r I 11 /� \ �. q\ ury p� �n+ W♦»s �m n I I,� -a. il1O�'• F `0.\\ 4'/J'/ V.r�ir > }.,7 JJ � . , mAci\ -. _ I ,. � ... �Y __-- - � % te'^:: J_„,-11 - u�'••�".; --,J I ,,. f / 1� I 1 oiNTac I)I/1 Y I , /i f xiOA1L.1�DJa nola lvr�` Marmi�i .IY W. __mo--_ _.q- --�L I r Maarpr9 ex.r6i / BEGINNING •,'r'f' 114�I-1 ~ R1Mx f .EL / - I T - - W NCT ' I I ' ,' 1 / ya• .4 .m .q +i ff raJ+Je laa tr PAa +ea rnE•.- - - r li, / r ry �eearaulTTnl nPa. I]/,Inn>., rf r `` 1 <vlm.L aweraAL I-�`�r ,.• T'.'r' - " (_: L� I 1 - w°P r�.eu ( i ' ` '� l`\ - _ f✓QIIx�m�A' oLglmef 1 I I / ! r- : / }"1 - I PREiLIMINARJ PLAT TAYOLO PAflK PH95E5 ,FN.s ��I TRAMgP'C0.SE w0. Pry}.,I7 a� y -• , _ \ \ \ 1 ,\ I !— I� r \ - % %—' - » I . r RnNNF.P OE„ELG HT I- V, 1 rs. Ts: Je '- \ K ♦ 1 1 I �. r \�[Jy/""I /• / T --�T- LM 13-29 29'A-501 ULCOK r9 Lars 1-8. 9K. I w I 9r X _ `A / - - I 1 en�I I� . M, ]T-an. R nC sl. r-F qx. N _1-1 s ' - `, \ \ 33 } ) 1 ! ! , - _ _ J '` "'Y - r / / - �..J !J i / I r / 31x 35-42. RLOCK 32: LOn 1-9. 9%. t %- C5H. ]_E-33 BLOCK 33; LOTS 1 H, 9. 1W_- , 22x. 23-M. BLOCK 34 LOrs 15, 6x-)r, Jm ara _ �' \ • `^�.A 1 1 ! i 1 i JJ J _ I' - 1 I rl f q Qc dk % r / %. T R'1�'�. ,: I i.' ll BLOCK 39: LOT Ix BLOCK M u,ul�:�� �x 11 I�-------'r' _.._-___ `�L V '� - ,�sa.esa TOTAL Aates .J luel� 011MRLLari� - - , IN nlr Joun "Olt ei nni suliirr5nosraeeT e,r I n,arvacwAv ff� 10. soL(i 7.- lLA35.11 I 0 HEET ✓K ] rural _`Alma I sw \ i At EgaA9£4e£5��„s��2:2N2aaasaasea� 4 `I Y 4 '�% - 4 4 4 '. 4 e 9 �Yd�?$Y?Y`vYBY=.3 Y�6pb8 gy$`?vB.k Y � $��pycag4ivqsy�®aa�i$geg��,gE liaaaR R8a 8Raa2saa 8 8 6 8 8 8 8 8 B k 8 8 8 8 8 8 8 8 6 6 8 8 g 8 8 B 8$ 8 8 8aaR2t16 1ati�i5� g�°�a��es8s• ex$c:. dos ah�s IafYY9:8y�, R c s #I k$$ it M It y� 8&. y 8 L 8" 8 8 8 5& E g# S t E% y" 8 N a u 8 t 8 £fl£g9a22a91££3g$£££3$94GsR0Qe££9 tq•a•a y14a -t `aS JSltbi-a q• P 8 8 8 y a R Y� 8 d� w 8 8 R 17 5k 8�� 8� 5• A•• p sxxa�sysxa�La�a��x�:2sxsssa 8 e��� X 2 Y �m n'3m bus 1,, -5=# a0. ➢oM g= g„, of ^ Io azg°oX^ a slog:; mY :aqm 3eH e�, °xfie s'ge p: $` _ ap ;ham eL aa_ a'# �iEM ° a£ #,.� soy• � - _ =�= 3a �� '.m yg^ 1�m$ 5�°seam S i �`" Y e� e�-29 m HIS -1 's y„i"gas gog °`g-S -aas as 3 p yp �s Rw uX m7 5C� R Rip V2 f c ax dy � 3 `a: ozooR o$� s of s°c q z H1, �> r1l sae EXHIBIT "B-1" DESIGN PLANS AND SPECIFICATIONS Revised 03/01/2022 BN Page 6 of 6 I111 l r MATCHLINE SHEET J. YAVOL& PHAS� PARK PHASE A a 1 1 Jj, ] ]w SITUATED IN THE J.F. HEATH SURVEY, - ABSTRACT NUMBER 641 l / TARRANT CITY OF FORT WORTH, -/ COUNTY. TEXAS 50ADACRES� II �' � j J •/�L i DOCUMENTT NO D215248528 C.R T.C.T. `I\` WHISTERWHEEL WAY �_ 1 1 D 2=A< 10 AC 22 v iPRNATE HOAIDEVELOPETi OVM D AND I 1 < MAINfANED OPEN SPACE �' DraM¢Re ,nn nn PI' AND DETENTION EASEMENT I 1 • ihl - tB GnSe1 H4ieer. M1�� (P STORAGE-6.20 A' FT1 ' 1 _. ...... ._.... O - T. RT.C.T. �r~ l ', 1 p en SPace. PTivote A d 1 1 11 f Awned and Maintaine BY Hop, e3AC 0 2 EXHIBIT B-1 SHEET 1 OF 11 LEGEND O FLDODWAY LIMITS 500 YR FLOODPLAIN LIMIT 7A o� 113 E10ST CONTOURS DRAINAGE MADE PROPERTY LINE IOU YR FLOODPLAIN IIMIT E.STINC STORM LINE PROPDSED STORM LINE m DRAINAGE ID XX A AREA (ACRES) ` ORAINACE ROw \ � DIRECTION l.ln ac o. nc 1 , TAVOLO PARK PHASE 5 • FORT WORTH, TX -PROPOSED DRAINAGE AREA MAP P N8521055 112.08.2023 I 1277l2023 12:16 PM MFAIRCHIL❑ P1DAL1_2021485210551DDCSIPERMITTINGISWFMAIREQUIRED DOCMENTS48521055-CO6-DAM.DWG 1 PosnoP7.lovtoowxnccAAu - - - ID A- C T, F 4 Irx 4r mM.wN]f r�la Whn Rr M Or2 al -ab IS $u IblID - 631 wxlmwTlAw]Iauury llProxnre lryam,rv;n lo.,tl rtp I` '13 19m ]46 oA320_ A2A 0.6i I$ _ 5 Ill 9m Ttl I W AI 315 0.6] IS s 13 on.nz.n zle ¢cT 5,13 Is sz 7n I ISa1 iawP ne - -. - -- 011#3 111.- _ Qe] l5 5.13 1.15 14]Ifi M A3A MM 16 N ALAI I np ¢6) 15 5 I 15�1i I III 9m ]tl 4' I 9.ID 591 Low PAIM - AS --- 1, AT L L.V I IS 9,13 .72 1 9m 1 11. - - 1,11 9]1MI111 - 1fAA A } I nC] l 511 mm il] 9 MAfinIS _ 3.79 PIl•Aa1l n i3 ne] IS 1 lae 9.ID I.65 - - M�11 rtW 15 5.11 1b5 f.m � ISTS Low Pdnl - - - - 6.96 9,m I1.51 LPN Pelts _ OA ii l0]_ UALl. GA-11 I]A D67 nG] IS S.SI Is SL 3b 9.m am Low PpM -9:m III 0•116 -0.5A o,6] O I all Ax I SID 35a m.] I 2 on IS 111 aA-1M1 031 p.6/ I II S.A om 1 SID lA I m eT 11 O2e- a6] IS 5.11 I 0A3 I 9.ID l.lR -- - 1 ohM I n.9n ¢81 I$ III - A.M 1 Sm l.0 Po-nt 1 on.e9 I ]_te o�I9 I Ui SU AA5 1 9.m 6,n , M c I I On{I I ¢a1 0.311 ¢311 I 15 III IS 11I 1" l A m a],P I 157 1 !ID I I,n- o/rCI a]3 090 I l5 SLI 136 1 9.ID 1.01 ttax Pdm os to Lea I o.90 15 111 731 1 9.ID i1 lIstidm - - - o51h 3A1 0911 iS S.lt 1].!M 3311 o%tc o.a5 O,m SS AV 1 ` 3m � 1'�Om m•e Pelle•n I 051 n.95 o53 I 3.61 O,iA O,m Tfi SII O 1 11] I.11 9.m lm F]:fln�e �jrxrq�Pnxnn 315 1 9.m 9,91 IE.xI'+e0rerrAe Pexem I j 1� 1 11 400 L ! 1 � � FM PRIVATENONOEM EL !OM . ��, ANO MA]NTAINEO OPEN L OAJ45A .P VIEW N ri -IAVOLOIPHASPARK PHASE 4 SITUAZEABSTRACT NUMBERTSURVEY. 641 CITY OFCOUYF T WOR7XASARRANT 50.857 ACRES nMUMENT NO. 0215248528 OOM WAY 1 '77- A�- EXHIBIT B-1 SHEET 2 OF 11 TAVOLO PARK PHASE 5 - FORT WORTH, TX -PROPOSED DRAINAGE AREA MAP PN08521055 1 12.08.2023 1 12171202310:51 AM MFAIRCHILD P:1DAL4_2021185210551DOCS\PERMITTINGISWFMAIREOUIRE❑ DOCMENT518521055-006-DAM.DWG FLOODWAY LIMITS ® 500 YR FLOOOPLAIN LIMIT EXIST. CONTOURS CRAINAGE DIVIDE PROPERTY LINE 100 TR FLOOOPLAIN LIMIT EXISTING STORM LINE PROPOSED STORM LINE A DRAINAGE ID )d( AA AREA (ACRES) ORAINAGE FLOW ----•--,V/ OIRECTION ECTION F SA rcyLiNF ♦ y�Er3 1 'pa6T.pP( Pmo fAllA Iw- l I s I LI2 ]].11 14,, ..111 pP,M �PeiM 1 u ars a:m su nu s]o SI] l9i 9.]0 LII = dl] 9.10 Sla u 9]0 sLv L61 t.ao al uu"i l.R 4.io .4. lo. Holm S U 616 9.]0 113 381 9.i0 I SI] lai 9,]p SI] 6% p.]0 I Li3 Sla 6Q 9)0 I lIB sl] I ass s]p I s,i ww.aM sli eas 9.�o I l..s Sa1 S.m _ 16a_ Cu.Alnamon.a®ex,i r �35 512. i35 0 200 aoo Feet L / L --- pFj CA rr a., / ne PROPOSED PUDW, PARK U AND V / , 4 / 0.AC � OIbB � m I r 0 1 ti 4 ass Ep 3`aG wAyRu A \ % m r J ! I ��RIVATE N04ATEYEI.OPER OWNED / ANO NAINTAINEO OPEN SPACE i I EXHIBIT B-1 SHEET 3 OF 11 n TAVOLO PARK PHASE 5 - FORT WORTH, TX -PROPOSED DRAINAGE AREA MAP P N 8521055 1 12.0 8.2023 1 1217/202310�51 AM MFAIRCHILD P:1DAL1 2021185210551DOCSIPERMfTTINGISWFMAIREQUIRED DOCMENMO521055-006-DAM.DWG LEGEND PLOODWAY UMITS ® 500 YR FL00DPLAIN LIMIT 1w E%1S7, CONTOURS DRAINAGE DIVIDE PROPERTY LINE 10D YR FLOODPLAN LIMIT - - - - EXISTING STORM LINE PROPOSED STORM LINE DA-A ORANAGE ID jD( AREA (ACRES) A \ DRNNAON FLOW I�•�,V/ DIRECTION I soli. Ie11AIMnc:�w LIdb.AI im nm Is su 4.m eu D. oTAvorrlwl.re.P,eP,,.o a,.,nr.mxo.0 t-2 nP 1. Sll ] 9]0 Teo I 1 1yy Itu-A]A ]It R � " Y] s1a m 1]5 Lmr M xal o M Im. L11 nR IS 51] Sl5 9Z0 ].d6 MAA3A 1. Ins neTis D6] s1]__ 15 Sl] __ 1. n,, nx lb,M IiwAIA l 11 I5 1» 5x 9. )n n9 I n 1 1 nR I IS IU 1 12 9.20 l'bp I. AxA Lao ne I sv ,Iz s.z6 I_.AI ", 1)P N10 l99 M-A6n n„ IM.A76 Q �O G D6t s11 IS SD I- n1Q 266 L6i 10.10 3]I OAS11 N n5T IS S12 1.65 9.1C L9.7S L-ft OAAZ 2W D67 IS SD 6% 9.1C 11.51 OAA3 LQ1 nfJ Is Sll )6] 9.1G fi60 flee OA.ne 4)1 ' l I,- am is 112 A] 6 �75 p2i nfi7 IS I 111 119.1C "1 I ne9 dx Dso li I s11 s I v t.ns lew rew oA.e9 )N I ouc 2M nn na I I6 su I sv s l 9 6n s l 9 nn OACt D!e n% 15 sv LST 9.][ 261 Lxw Ww nl? 0% Is 119 9e 9.)n 60e Im.Pow ERl9 P. Llv D'A IS Yl] 1.St 9.]C 1).SD Lpr PoiN C6-Ib 3D9 D'A IS %%1] 17.09 I am 31.13 Point I IX. n% nn IS S�] 1)i A]Q ].3i Fne On.nin®Pm.m OSZ 05.3 iq 9] OA IS S31 L�6 9.1C S2S 9.1C 26I Ea[in6OrainoQePnwn -_ S.a Erlainp,Oninp Pwiwn o 200 400 1�Feet LandDesip. I11� TAVOLG PHASE PARK PHASE 4 °1 SITUATED IN THE J.F. HEATH 1k SURVEY, ABSTRACT NUM ER NT 641 j T WORH TAR CITY OF COU'Ty, TrXAS 5C.857 ACRES DOCUMENT NO. 112157411,5211 i C.R T.C.Tl I I o- `I i I private Open SP°Gay Owned and Maintained By HOA 3 ,.97 Acres EXHIBIT B-1 SHEET 4 OF 11 LEGEND — �weMeN,uNe —g — PNamwLTFENr.F ,� RmRrosrocN£cK our oTOn�EilGxgl FF Iraq n'I � � � � e�Li rENr.E (ro pE egau£o aR cn41NL: r, R,P.w.1 6VFMrLIM1,5 OPG Ftigx EMRAlC[STraluuTJ roNs,RUCNoI Eo e�e�Ecm�o o�agc N:N oe„n Qpi,>~smaxali>w EROSION CONTROL NOTES REFERENCE CFTY OF FORT WORTH DETAIL 32 92 1 MOOD NO AND 32 92 1"DN.NATNE SEEDING FOR PARKWAYfMEDLAN ON PAVING SHEET SECTION DETAIL 0 200 400 6 1 1 Feet .... .. •. .... .......... .... • ... ........ . ... • •• • ... . ...... . .. . .. • . • . . . . . . . . . . . . . . . . . .. . . . PN8521055 12.08.2023 Lanffl)esign. 12I7l2023 5:57 PM JDANG PASDAL%_2021185210551DOCSIPERMITTINGlSWFMA%REQUIRED DOCMENTS18521055-006-ECP,DWG (PROP. coNSTRurnlxa 1 I.� - "f �� �r'1� I�. �� _ : •.1;,1.1 _P P ENTRANCE �II J l / PROP. R•x LOOi r �� I. 'i V I r I 1 i : - / ,r r. �•c" '—� (TYP l PrsrvnTF HoimEve aowHEo wow MMNrn [9 f ����S;da•� .. _.+ Y� - -- y• _ i-y- NV� .,yi-PRlVILTE HOAREM OT. R6WNFA AND - • sV1 a�---T'•`+-YiTPiN=�1i� , • —y --•��, [IPEN 6PhCE � a`- r ` + SVO %� E •�+— 4LET PROTec NaN ' r�, L �, _.. - - �i `,�• -.� DVIEW LAN `,.- ,, — `Il I1(^•i i+vr?oPai Eo+ i u•uPi iFL }I( \ 1 + IN OTE�TI I + +/ +s I INL T PRE CTION `�' *± + l r ` I � fir- .\r ,i`+`f +• • ,� k\ r i ± • y WINTERBLOOM WAY +i` + EC110 �f INLET PRGTE(nPj � 4A /A 1 P.5 LT FEN 11-.'`!+Y'8S+ _ I j (rrP.� - `SFr 6 ' _ ` 1NE SHEET 4 1 , — MATCHL TAVOLO PHASE PARK PHASE 4 �` J# SITUATED IN THE J.F. HEATH , SURVEY, ABSTRACT Nl3MBER 641 CITY OF FORT WORTH. TARRANT I COUNTY. TEXAS 50.857 ACRES ` DOCUMENT NO. D215248528 $0 , I l IV it EXHIBIT B-1 SHEET 5 OF 11 LEGR MI INI RRgRoSFp [NEON A4M •�,_ H �nLetn anal e 9L� E r.E r+n BF walEn .ilEn RnnNn vier ega.ECYbry 0 myxwE �E�ro°°o"RN�a,N,ar EROSION CONTROL NOTES A«�LI.RINaALL x,N�oPRENOR:as"lA "" ........ HE.IA•l2EO RF £S MNv� � aL CE�mIFnOHroFIx�LFr>;_: Na M[HN+wF1Fl A[igRS�OlCHES RI THE RIR.<OF H MnrACCu � EIITomLC%�`Eo� di.Rl.MINIF ANY 'ACH NSL 111A mrve'a vaeoc¢pacgAgm-'Hr cA w.— M-11—Ell— ILA. MERA R E9 �IV Fort IHe aFp.iE[i Fort.pglMhAL AFlil rtEcf.Rgn FRAREQ ox RO%'7R'XATlNO •[i pFilxFlu�lin'FpnAs[�EnEopn�a ng CE MNE �.AiING @TA�E53G4i 1356(1�IDRTWONTH NG AND 3292 iI NON-NATIVE SEEDING FOR PARKWAYlMEDIAN ON PAYING SHEET SECTION DETAIL a 200 aoo 6 Feet • • • • • • •• • • • H • • • • •• •••• • • • •• • • • • ••• • ••• • • • •• • •• • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ♦ • • • • • • • • • PNO8521055 1 12.08.2023 L 12l7120233MPM JDANG P:1DAL1_202158521C554DOCSIPERMITTINGISWFMA4REQUIREDDOCMENTS58521055-CC6-ECP,DWG • I 70I �Ssvjo ArE A� fry k12OpppWgY —•• \ \ \ • �� FurURf '.•'+�,•'•�. '• : WAY uppA'`/ff//�� • • ' _I � � r • i_ PROPOSED PIISIIC • • _ —� /s • PARKLAND �•• + PROP_SRTFENCE' •%•'•, ' � rn 1 k MPG zv� 1 I 1 r 1 1 It / ` PRI D MAINTAINED ELOPER PACED AND MAIMAINEOOPEN SPACE • c> Fu-N1R PROP .ROCk- CHECKDAM ITYP.I EXHIBIT 13-1 SHEET 6 OF 11 LEGEND moPEgry LlrvE Fe�x9+, LINE W �F ogoPosEo slit iENO.E - � vgUpOSW CHFLK OAM xe1 fENrE (LO PF •M'RIEO E./\/,/Y nicweeos,•P LMco coxsrPU[rlor ffiiii ��LLYY Fvru.rcF ry�R��0Y0aF fOvi V.ORrH EROSION CONTROL NOTES µL EKlnw0 ER09oN Ax0 SEdMEM CON, aOI NF.nsUafs slut PEsiesNiEO mt]RTU nnRT or h�•CS a w qR aiNLEr s. OR M c NNatEl6.ORalxsc[ r q ia�EO ei iNEw6M riY PeRaq R ] cOwige uµLgEMNNI[r..I,E FORCM OanNGEs UUSW RY TUE NEAbUREb.INCLNdNO f[OOdNO mMAOE. fM•cu wvOCOIq OUE fl` PL[CKfc L W nu Or Axv PRO.,Fci, 1LL LHCNNE[� A. aNe �6p wArb lH9 BdRROW III,CNE6INTHE va09H N 101� ogNo EP or ewr SEOIMEM OENEq•rW PYTHE .i�MfA�sFETEq A6AREEULix s AµO�s10N murgq MEASURFs suf EE mOv10E9 nim� w ,aogoAx[E wru iwE clrr a ra+r WorziH AqucexSiPUCT10N pETML55EE5TORIA wfratLµLr Yon iMsmoJECT FOR CdrtnrM mngre IBEOINNR#MpRK REFERENCE CITY OF FORT WORTH DETAIL 32 9213SODDINO AND 32 92 14NON.NATIVE SEEDING FOR PARKWAYlMEDIAN ON PAYING SHEET SECTION DETAIL 0 200 400 Feet . .. . . .. . ... .. . . . . . . . . . . . . . . . . . . . . . . . . . . .� . . . . . . . . PN8521055 12.08.2023 1 1217=233:03PM MANG P:VDAL1 2021185210551DOCS%PERMITTINGISWFMAIREQUIREDDOCMENTSl8521055-CO6-ECP.DWG 2$ n �I "�YL-� g �('j ' ENO OFAPRON� e }' El- 765.05 ATCH TO e:usnNG 2.1 - _ <uc EL 746.5 ?i MATCHTOEAISTWGJ EL 71! GENERAL-�CIAL RESTRICTED pt5TR1CT T p 10-314 DSO S CAI. F11C1'I AR .1 510 FpUNDAp2152506T9 pOG11M5Nio RTGT �~-_ r4ntl5Ou6et --t LL na50.uat rroe>. T9. usaR Typ. rc e.tNea Apan IP.nka T9T9I iM 1158R Type Nf m15W npm ra nrrxhN Ip the le{mxnq e�b corgrbar,a end deNdn innin 1 CWvnVrnun yvpr- d m 0reaeer M 50 WreaM 1, 31 eM m bn m.�n 35 per, I, Al 2 unl rturTwpp bssPm or epeio50 m'-Ym 160 a�wrtl 1 A,nvalr +ak'i'7 <w Uur or5[e wbetr IFlmee rm0v mor b e^.p Irn Men ,I SYFNP UNITS-� � ITYF I T., N Tz 1 MATCH TO EXISTING EL FAI ENO OF APRON EL ` vs, p o' INSTALL RIPRAP AS SHOWN `MATCH alsTING ELEVATION y AT PROPERTY LINE V�99�4'� CV O � ro� v0 42 _or: PAntlSOu11a1 Reach: Pmd50u4_9t /� Pm61e j _Min Ch EI W.S. VW CHI W.S. E.O. Elev E.G. it pe HV6 Mnc Flow_ 27 .tq.-_-(R)0.00i (n't.39 (n11.00 m (fun10001. �HYS Min Flaw 132.00 0,00; 0.90I 0.61 1.03I 0,010003. VELOCITY CALCULATIONS TABLE POND 5 EXHIBIT B-1 SHEET 7 OF 11 GRADING LEGEND PR CONTOUR 133 £%. CONTOUR SWF-MA LIMITS n1 Inj 7126 55.381 0.60 I FLARED HEADWALL 6 ALL 44.64! 52.30! 0.56 O15SPATM BLOOMS 3.5' Ian ® flm-� 17 PLAN VIEW FRONT VIEW SECTION A ❑ ETA] L "A" STREAMBED LEVEL DISSIPATORS (CSU) En n Ii • • • • • • •• • • • •• • • • • •• •• •• • • • •� • • • • ••• • • • • •• •• • • • •• • •• • • • 04,011 • • • •• • • 11 I 2 • • • r • • • • • • • • • • • PN8521055 1 12.08.2023 Lmffl)e!sifp. 12/7/20231:28PM JDANG P%DALi_2021185210551DOCSIPERMITTINGISWFMAIREOUIREODOCMENTS0521055-CO8.8-POND-.DWG E mom W E • eee , n•• r j!� _ :::;: rid � •n � �C �ei�SeG��ei?ii.Tsii'+:u°•rr ��• 0+00 1+00 2+00 3+00 4+00 6+00 6+00 7+00 $too 9+00 10-00 11+00 11+50 A -A N'1-2w V:1'm Structure0 Emergency Overflow POND 5 ELEVATION, VOLUME, FLOW TA -LE" Slru<= Tym: 0 Dxnlrps ELEVATION (FT) STORAGE (AC -FT) AREAS (ACRES) TOTALFLOW FJ- FJe�arion 755.00 It1 (FT3/S ) Welr laaglh t6500ft wdreook t 3mirt^a.$)!s I 747.00 0.000 O.DOI 0.00 slrueture U TW I 748.00 0.028 0.074 18.41 Struc Type: TW Se up. DS Charmal 749.00 0.177 0.241 50.16 Tall -a Type Free O.M I 750.00 0.536 0.491 88,50 Convergence Takrerrcae 751.00 1.182 0.815 130.37 Flaw m tonratxro 30 I 752.00 2.187 1.208 176.85 Ta11-TNemote OAIrt (Mmmmm) I 753.00 1 3.512 1.445 217.63 TaNmW Tdera 0.w n IMermiuml 754.00 5.037 1.607 247.24 nea -Tdaa- o,oln 755.00 6.724 1.768 273.61 (Ml i-) neeewrier Te1-- 756.00 8.581 1.948 297.69 0,s0e I 757.00 10.631 2.152 319.93 rk.Tump Flow Tolerable (Minhnum) O.OW nrfs Fbw Takr- (MaK,rnan) 10 000 Mls I 758.00 I 13.009 2.613 340.75 POND 5 EMERGENCY 759.00 I 15.727 2.824 360.65 OVERFLOW DATA POND SPEAK VALUES' PEAK FLOW MAX. WATER MAX. POND STORM EVENT SURFACE (FT'/5) STORAGE(AGFT( ELEVATION (FT 1-Year 214.11 750.62 _ _ 0.897 5-Year 161.29 751.69 1.828 10D-Year 251.09 754.14 5.268 'Note: These calculations are based on the aeometry of the pond and EXHIBIT B-1 the eeometry of the Vx4' box culvert outlet SHEET 8 OF 11 10 f' 200 0 U.! f Feet • • • • • • •• • • • •• • • • • •• •••• • • • •• • • • • ••• • • • • 1••• • • • •• • •• • • • •••• • • • •• • • • • • • • • • • • • • • • •ip.0 • • • • • • • • • PN8521055 � 12.08.2023 � L 12/612023 3.51 PM JDANG P•1)AL1_2021185210551DOCSIPERMITTING4SWFMAIREQUIREO DOCMENTS18521055-CO8.8-POND(200 SCALE).DWG PONDS ELEVATION, VOLUME, FLOW TA 3LE* TOTAL FLOW ELEVATION (FT) STORAGE (AC -FT) AREAS (ACRES) (FT,/Si I 747.00 0.000 0.001 0.00 748.00 0.028 0.074 18.41 749.00 0.177 0.241 50.16 750.00 0.536 0.491 88.50 751.00 1.182 0.815 130.37 752.00 2.187 1.208 176.85 753.00 3.512 1.445 217.63 754.00 5.037 1.607 247.24 755.00 6.724 1.768 273.61 756.00 8.581 1.948 297.69 757.00 10.631 2.152 319.93 758.00 13.009 2.613 340.75 759.00 15.727 2.824 360.65 POND 5 PEAK VALUES* PEAK FLOW MAX. WATER MAX. POND STORM EVENT (FT3/S) SURFACE STORAGE (AC -FT ELEVATION (FT) 1-Year 114.11 750.62 0.897 5-Year 161.29 751.69 1.828 100-Year 251.09 754.14 5.268 li *Note: These calculations are based on the eeometry of the Dond and the eeometry of the 6'x4' box culvert outlet SlludlA*ID C-q. FY OYRm SRRFoxe Typ u Numbs OF..Inga I Ells~ 15E.W R Mk"LsrNM I6s.DOR Wm faeRiaent 3.M (R^p.51/s Sm*R.w ID' TW S TypA TM' S.*. 08 CJieruel Tn*YaE*TT F-Olaldi Coma N- TNleiamaa whmum Rbedwo lE TNIl Ttla- 0.01R (ftn -) low. Tderase Gm R fNaa.n*n1 "eae+'°le T� e.RI R (NMimuul NeaM*a. Tdnanoe D 50 R w uAI ZMwT*rxee l%M�A*�m) ROOI R'/s TOk+d-lMa I-111) IO.00 R`/s POND 5 EMERGENCY OVERFLOW DATA 765 NOTE THIS CROSS SECTION f.R NALOCATION ITN5VATIOCTI4APCRTION OF THE q%OFTH SMOFTNFCMODATE 765 - ELEVATIONRISESNORTH ANDHESOUTH FOR MORE THAEFER TC SECTION A4 AND j I 760 I EMERGENCY 760 SPILLWAY ��\ PROPOSED _ (ELV. = 758.06' GRADE 755 755 100 YR WSEL=7;S4 ExisTiNc 5 YKWSEL=751,69 I 750 -1 YR WSEL=750162 750 745 NDTE: THIS INUNDATED SCTI ECNL Df IO ATNIs ol �T0THERISEINAINH 745 ENANCEACCESS RAMF 0+00 1+00 1+25 "SECTION C-C" H-1 "=40' V:1 0' 765 �- _ 765 760 1. 760 . EMLRGENGY sPrUWAY - ' IELV. =75B.00'1 X P GPOS _ GRADE 755 / 755 WSEL=754.14 750 EXIVING L=Zitfis_/ / 750 ill 1. 1 745 745 1+00 1+75 "SECTION B-B" EXHIBIT B-1 SHEET 9 OF 11 H:1 "=40' V:1"=10' 0 40 80 • • • • • • •• • • • •• • • • • •• •••• • • • •• • • • • ••• • • • • •••• • • • •• • •• • • • •••• • • • •• • • • • 0 0 0 o--• • • i • • •e•f• • • PN8521055 112.08.2023 I LudDesip.L. 12l772023 1:28 PM JDANG P:1DAL\_2021 W5210551DOCS\PERMITTINGISWFMAVREQUIRED DOC MENTS\8521055-008.8-POND-,DWG MATCH EXISTING_ TP 748.00 STA 0+31.24 CULVERT "A" I ( f INSTALL 1-ST.. 8'XS'JUNCTfON BOX STA 0+87.34 LINE "CULVERT "A"' _ TO ELV �757 a3 q$' __ INSTALL. G.nA 1-2-36"SET? FL 6'X4' RCB (OUT)=746.17 a TOP:??? FL 6'X4' RCB (IN)=746.17 FL 72" (OUT)=746.52 FL 21"RCP (IN)=752.62 25' 6'x4' RCB 4 . 1+07 - 1+00 • �IJB I STA-0+00.00 LINE "CULVERT "A" INSTALL: 21" RCP 1 1-6'X4' FLARE. HEADWALL TOP:7?? jf FL 72" (OUT)=746.01 A zSYVFMA LIMITS z. MATCH EXISTIN[. TP 748.00 sl O MATCH EXISTING ❑ II ` i 770 770 765 y . o W 765 IZ�ryW - °C `° 760 �' - I c F . 790 ' Ex1EP.G ENGY _ P O O 4 1 v SPILLWAY _ 755 I I 755 I I 31 L �xryPC 750 �I' + ( r"T'CI I i--- E715i1N 7W �mma 735 UTILITY LEGEND FLOODWAY LIMNS PROPERTY LINE EASEMENT LINE 100 YR FLOODPLAIN UNIT PROPOSED OVERHEAD ELECTRIC /PROPOSED SAN. SEVER LINE PROPOSED WATER LINE / PROPOSED STORM SEWER LINE EH_ PROP, FIRE HYDRANT �FDG PROP, FIRE OEPT_ IIV CONNECTION PROP, WATER METER J' AND VAULT ® PROP, WATER METER 'I O PROP. WATER VALVE a CO PROP. SEWER SINGLE CLEANOUT SSMH PROP. SEWER MANHOLE p Ga. PROP. GRATE INLET i.B. PROP, JUNCTION Box C,I. PROP. CURB INLET yOy� i'7� TaA PROP. LIGHT POLE NOTES 1) REFER TOSHEET02903 GENERAL NOTES FOR CITY STANDARD GENERAL NOTES. UTILITY NOTES ANDCONSTRUCTION DESIGN NOTES. 21 THE CRY OF FORTVA)RTH DESIGN AND CONSTRUCTIDN STANDARDS APPLY WHETHER INDICATED ON THESE PLANS OR NOT. 31 CON7RAOTOR SHlLLL F1EL0 VERIFY LOCATION ANG DEPTH OF ALL EJCISTING VTILI11E3 PRIOR TO CONSIRVO110N. 41 REFER TO LANDSCAPE PLANS FOR IMPROVEMENTS AND IRRIGATION SLEEVES CROSSING PAVED AREAS. RAVEDAREAS, 51 REFERTO FOR ALL BULDfNGANODUMPSTERTER EFOUNVPALPLANS FOE DESIGNS AND DETAILS, ELL SEPARATION T.CL 0. PIPESEPARAOATIONTION MUSTBE MET, 3) ALLT. CON 7) STORM CONSTRUCTION WILL INCLUDE FURNISHING AND INSTALLING THE MATERIALS AND ALL SAD. SEWER PIPES. MANHOLES, UTS, INCLUDING G EXCAVATION. EMBEDMENT AND BACKFILL. 0.3 NT AND SHOWNAPPURTENANCE,THESE SHOVER ON THESE PLAN$, B) RUBBER GASKETS SHALL BE USED FOR INSTALLATION OF ALL SUBMERGED STORM DRAIN PIPES, 9) ACTIVELY PURSUING RAILROAD AND lONO PERMIT AND APPROVAL H'1"=100 Y' t"=1O 0+00 1+00 2+00 EXHIBIT B-1 SHEET 10 OF 11 0 100 200 0 1 Feet • • • • • • •• • • • •• • • • • •• •••• • go• •• • • • • ••• • •••• • • • • • • •• • • • • s • • • • • • • • • • • • • • • • • • • • • • r • • • • • PN8521055 1 12.08.2023 Lanffl)es4p. 12/12/2023 9:21 AM JDANG PSDALI 2021185210551DOCS%PERMITTINGISWFMAIREOUIRED DOCMENTS18521055-STORM-CULVFRT_DWG � .-• ,.�.- IPFrEN Pf w.,NK ,. — — SIDE PIPE CM[ iN 1MREnL L CR055 PIPE AND CONNECTIONS DETAILS d - — .. -'" r CVlrOwPli'LpyS YIPF WNTAF 9 NFAS iS1�NrolAPE�fasiiENGTMSr. ' I [vP(CAL PIPE vfaT NITfRSA.OT gFW1AED� r j 51Di ffCvaTlO AY All PLAN OT SKEWED L SAFFTY FNV Rfni H£ 51ALL ON INSTALLAf IUN r _ •.'P; .. . •. : .. -. �' -�� F [AE ODAN If51CY1 - u UVON CASTN PLACC CONCRETE t t 4 • _ _ BOTTOM ANCHOR PIPE DETAILS ^^ EOTTON 4NCHOR TO£W4L DETAILS -- orFrr - - - SAFETY END TREATMENT SAFETY FND 7AEATMFNT :' nrn rn Fe . . ... .:... .:.„r „.,.rr. xrrf vwvtx.s .. .. '..•- . ';::.,' �... � inr onaiL iraeP . SETP.CD ISDNETAIr Vlfw DT SETP-CD 1. lT PICAL r,BLF d rvLRIFBIE BIKMSiIP,S lE&[ W ANP Gr[AN V LVfS fd9 PLNf.OM n(LI I a[lwf0 CING S1 Ef1 `jh_ U—LL , 1, Mf —T ' L S 1 OIL[ 10rt ELEVA � I- 47 r r — Y - - _�j.. _ - . L OF SKELLED PIPES 1 1 r.0 nor + p i 5.• 1 ... - I.. ,n mM ,''1 1 I a `CONCRETE NFAOWAI ,CONCPIT; NEAOWALLS L$ - -- W/TN AAAALLEL WINGS FOR �,P .•..��; -, 1 - { �1 Fl ARID WINGS FOR ITO'AAL LWINGSF PW.S EXHIBIT B-1 - ----- AW1NDfLfVATLD SECTIq - '.- SHEET 11 OF 111 SCALE: NTS • • • • • • •• • • • •• • • • • •• •••• • • • •• • • • • ••• • •••• • • • • • • • •• • •• • • • on •••••••••••••••••••••••••••••••••••(iYii•YJi}•••••••••••4 PN8521055 112.08.2023 Lw0De*p- 1111/20235:17PM JDANG PADAL1_20211852105510OCSIPERMITTINGISWFLIXREQUIRED DOCMENTS18521055-CONSTRUCTION DOCUMENTS. DWG