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Home My WebLink AboutContract 51587-A1Date Received: Jun 29, 2021 Time Received: 11:07 am City Secretary Number: 51587-A1 FIRST AMENDMENT TO CITY SECRETARY CONTRACT NO. 51587 STORMWATER FACILITY MAINTENANCE AGRF.EMENT This FIRST AMENDMENT TO CITY SECRETARY CONTRACT NO. �1587, STORMWATER FACILITY MAINTENANCE AGREEMENT is made and entered into b� and between the CITY OF FORT WORTII, a municipal corporation of Tarrant Count�, Te�as. acting herein by and through its duly authorized City Mana�er or duly design�ted Assistant City Manager, herei�lafter referred to as the "City", and Oasis Chti1•ch Internatio�lal "Landowner". acting herein by and through its duly authorized representative Pastor Randy Lemme as Pastor, 1lereinatter refierred to as "Licensee". RECITALS WHEREAS, the City of� Fort Worth ("City") and Oasis Church International made and entered into City Seci•etary Contract No. 51587 (the "Agreement") to authorize the use ol� on-site stormwater management facilities (the "Facility") to be constructed and maintained on a portion of Landowner"s property; and WHEREAS, the Agreement was cecorded w ith the property records of tl�e 'I�arrant Couiity which is one and the same as City Secretary Contract No. � 1 �87. WHEREAS, the Agreement contains exhibit(s) "A" and "B" tllat depicts the location and design specifications of the Facility; and WHEREAS, it advisable to execute this Amendment to the Agreement to revise c�hibit B" in the Agreement to depict changes location and design chan�es being added to the ori�inal agreement; and NOW THEREFORE, City and Landowner, actin� he;rein by and through theil- duly authorized rept-esentatives, enter into the follo�� in� that �mcnds the Agreement: OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX 1. Exhibit B is hereby replaced with Exhibit B-1 attached hereto and incorporatcd herein to the Agreement, consisting of revised design specifications of the Facility. 2. This Amendment shall be filed with the City Secretary as an amendment to thc Agreeinent and also recorded among the land records of Tarrant County. Texas, and shall constitute a covenant runnin� with the land, and s11a11 be binding on the Lando��ner, its administrators, executors, assigns, lleirs and any other successors in interests. including any property owner's association. 3. All other provisions of the Agreement which are not expressly amended herein shall remain in full force and effect EXECUTED on this the 17th day ot� June �p� � REMAINDER OF THIS YAGE INTENTIONALLY LEFT BLANK CITY: D�h� su��Hdoff Dana Burghdoff (`.jun 17, 20211625 CDT) Dana Burghdoff, Asst City Manager City of Fort Warth Date: � u n 17, 2021 Approved as to Form and Legality: eGc�r;stc� R. L�ez-Rer��Cr7� Christa R Lopez-Reynolds (Jun P, 202116:09 CDT) Christa Reynolds. Sr. Asst. City Attorney City Attornev"s Ottice Date: � u n 17, 2021 ATTEST: �o�,�o�rqCcf � Go�zqC2s �for Ronald P. Gonzales (Jun 28, 202113:05 CDT) Mary Kayser, City Secretary City Secret�3r��'s Oftice a�- OR ua� �F F 0000T� � �o° °Od0 � ° °�-�� 0 v� �=d 0 0 � o d ��oo 000 �� 000000 �/ �� EX Asa�'p Date: � u n 28, 2021 LANDOWN . � � Pastor Rand�� Lemme, Lead Pastor /CEO Oasis Chw-ch International I)ate: _ ,E7 � ! ( ` C. � Contract Compliance Manager: E3y si�ning I acknowledge tliat I am the person responsible i�ot• the monitoring and adininistration oi� this contract, including ensurin� all performance and reporting 1•equirements. G��ses�Ca�. �a.ue�a� (J Janie S. Morales, Plannin� Mana`�eT• Development Sei-vice� Uate: �un 16, 2021 OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX ST A TE OF TEXAS COUNTY OF TARRANT § § BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared Dana Burghdoff, Assistant City Manager, 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 the CITY OF FORT WORTH, and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this 17th day of__,_Ju=n=e ____ , 2021. RevisecJ I I/ 9 /2020 , [ JENNIFER L. EZERNACK Notary Public STATE OF TEXAS Notary I.D. 130561630 My Comm. Exp. Mar. 1, 2024 Digitally signed by Jennifer L. Jennifer L. Ezernack Ezernack Date: 2021.06.17 17:11 :52 -05'00' otary Public, State of Texas STATE OF TEXAS § COUNTY OF TARRANT § BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared Pastor Randy Lemme, Lead Pastor/CEO, 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 Oasis Church International, and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE thisJ.Lday of :S-v.v'--e , 2021. Revised I /19 t:'020 .J L TAMMY L. EVANS My Notary ID# 7932071 Expires September 25, 2024 Revised EXHIBIT "B" Pond Schematic Design Calculations Landscape Plan POND OUTFALLS (7) 1 LF OF 6" PVC SLOPE � 5.0% —�L (IN)= 805.25 — FL (OUT)= 805.2 ,— �—�—, , �-� � �— -r�� - � �D � \ � — -�� CONCREiE RUNNER POND ACCESS � — — — i �_ _ CONCRETE FLUME � —eos � i —�_�_�_�_�_ _ �—�—�_ �—�—� J � -- � � �' � - -- , ---- -- — /� �.�os \ ' '` / .5 ��'' �, C � � � 7C �� SOS � � > o v�i �p i �� Qz� �1 � � da ��og o w a �'; g� �� 0p � O � . / 8 �., v, s / '. � a w o 5/ sog � � � �� so � � �� /� � � � <<� N xz � � �� a- — eoa— / � � _ 9\ w� \I �� / � , � � �Property Line (MAX) CE ��2.5' min � (\ � � ` � �� -0 � 0= WAL� � \ � _ /�o � WIDTH VARIES I ��6' FENCE (MAX) I I � � � 7.5' UTII 'T" �S'VT o�DRAINAGE ESMT �� V� I �o OUTFALL� I� ° � TOP OF POND I � 808.0 � � 806.75 805.20 I � 100yr WSEL=806. I 0 NATURAL GRADE �-- I 805.0 (0 65%� I Concrete Flurr�e 8" CONCRETE WALL � W/PIERS � 6' O.C. BOTTOM OF WALL I 805.25' �DRAINAGE ESMT � NATURAL � 2`," SECTION A-A GRADE g08.5 807.75 0� Runnert� o� � 7.5 N.T.s. �UTILITY I (Q_859,� 807.06 ESMT o � %' i � � 807�0 — Property Line „r.�pF �F��t si�,�, �.'�' SI*ip'� TOP OF POND , :� �.* � 808.0 Concrete �..* .:............................,...� I Flume $05.00 � GERALDE.MONK � � SECTI ON B-B /PF4"°��.....••�4�Jb3...•... � �'� � ��,�•'�Fca� �E�°��'``� s ;, ., NOT TO SCALE � �QN �� J � NATURAL TOP OF POND I 2 DRAINAGE ESIV- I 808.0 r �/� GRADE o 808.0 06J5 807•5 � I �J � 806.0 — — — —� (0.5%)- — — 805.00 EXHIBIT B I I � I I POND SCHEMATIC � 805.5 805.42 i OASIS CHURCH � 805.30 I --- Nw Hwr 2s� --- �Property Line SECTION C—C NOT TO SCALE a A �. ; �v! � ¢ � A � ^ �w �� I �� - - , � o na _a3 6 �N �I a� _- � I �°' �s� �� a� � w�l �� ff�� OM1Od X3 N \ � � � � �� N �, rs � � � �a � `o a �m ` � � �� o � o ��'<� � •o� �o 0 aG�� W>� UZO o�Z�� Z�� iz a W Wfl� U O 0�� aJLL�O 4p � �� aci �� <o�a��O�W Nd��' aZS at=no�z�apy �NZ � ��V4Z7�Fy�� p"�KW~WW�—d,<3�W1 3U�4�aWoaoo�� z ZOc�j m` � �<'4{<V<VIW�<N<O�� 2 � fV M � 1A fo u � u u n � _ _ Wa`' a �� "u� - av U � Z� � o q N o y`- __ O� � � _ _ Z o a��a�� g�� (•i ci ci f9 ci S o 0 5 a aa�� i�w� aw� � w� 5 W� Q� c w�z� az� az� Z�3 W�3 ��3 Ua= Qa� ya� Wo~ W�~ ��~ r K � fA v� in li n io 0� ro '1'.)'1'N'd'0 98I9IZSOLO ON 15N/ SN3N0 3I)bY3d ¢ � Y - a E ? � a � � � o 0 — � � � cn � — o a �. � 3 _ 3 ' �W p 7 Q O `I � ' _ _ _ _ _ _ _ O � W ii a J � I i nl u x 3 i� � u u u � x�° a Ssa �`F. �O "� Y � I. I. �� m F/�N W'l5�� LL'` ~ �� n� ��o ��a � � �� Wa �A��4 ��' �ti� �� II / � � � ,L9-l6L M „SS,OL00 5 � , . ,_ � � � Wa W� � �� _ �� =N ��_ � o W O = = ro �� _ � �M � ■ . i� �� Q � --o � t ■ �.^c � :.."". .. :: • •- „ . �� _J � �j� / �� Wr o�ap �� _�_� s��a �� i /� / /�� / � /� / � / / � �,'�`` �� }. +��8� ��_ �tS�s �o, a � � _� �� J "� �� / / // // , �� W� � / � z��, ° i�v �o � ,"°� a. / �.� 0 � ° �� x� � �Fk�� / � �Y � �� I• RS•,1r1i ��n �*: � ,1r,�P � �.....GERALDE�t�IONK... � � ...:.. ..' � � � ��,�• ��5b3 :�2-�• fl � �o �p �s f�;��sasT��-0��= � � �'��o ` `!ON �-� � W `, � =e = ��;LL i' 2 � . �� 5 �I w� w EXHIBIT B iSWM CONSTRUCTION PLANS SITE & DIMENSION CONTROL PLAN OASIS CHURCH �n iooer s2o w a�s� o.�ew� 79tm, NW HWY 287 soq�nuw r.aa. 7eo7o BLOCK 1, LOT 1, 5.74 ACRES en 892—�397 Conmct Rmay Lemme Cfty of Ft Worth, Tarrant County, Texas d b� Zoned: LJ MONK CONSUL7ING QJqNEERS �zoo w. sw� str�, rwdor�a r.■a. �sao date: sheet: 972 272-1783 Fax 972 272-8781 /� ` �2021 Monk Gonsul\�ing Engineers. Inc., NI RigF\s Reserved 5/L�/2� (� O1 1� Median and Parkwav Finish General Notes Unless othe-wise s ecf�ec -n the p c�s, a I rr and parkways (back of c o to ROW Ilne) shall be fnished in accordance wlla �, s 10&, 1"6, "�if3 and '�20 of the Standard Specifica�.�c�s `or Street and Storm Drain Construction, C�ty of Fort Worth, Texas, latest edltlon, and Item D-45 of Port D— Speciol Conditlons of the Contract SpeciPicatlons_ Controctor sholl coordinote with inspector to contact PACSD Dlstrict Superintendent at least 72 hours prlor to finol inspection_ Southwest region...... George Kruzick (817-392-5763) Northeast reglon.___..... Mork Woolsey (817-392-5714) Tree re val, whether in public nght—of—way or private property, requires a permit. Contractor sholl verify o permit hos been obtained by the developer prior to removing any trees or contact City Foresler Melinda Adams in the PACSD at 817-392-5705. GENERAL NOTES 1. Buildings 6,000 square feet or greater shall be sprinkled. Alternative fire protective measures may be approved by the Building inspector and Fire Department. 2. Fire lanes shall be designed and constructed per city standards. 3. Handicapped parking areas shall be designed and provided per city standards and shall comply with requirements of the current adopted Uniform Building Code. 4. Mechanical units, dumpsters and trash compactors shall be screened in accordance with the Zoning Ordinance 5. All signage contingent upon Building Inspection Department. 6. Approval of the site plan is not final until all engineering plans are approved. 7. Open storage, where permitted, shall be screened in accordance with the Zoning Ordinance 8. Please contact the Building Inspection Department to determine the type of construction and occupancy group. 9. All electrical transmission, distribution and service Ifnes must be underground. Accessible pedestrian routes on public rights—of—way and private property shall comply with Americans with Disabilities Act Accessibility Guidelines (ADAAG) and Texas Accessibility Standards (TAS). Design and construction of all curb ramps on public rights—of—way shall be in accordance with Texas Department of Transportation standard detail PED-02, sheets 1-3. Design and construction of all sidewalks shall be in accordance with City of Ft Worth standard details with passing areas having a minimum 5—foot by 5—foot size at intervals not exceeding 200 feet. Curb ramps that are part of accessible routs on private property may be constructed in accordance with TxDOT standard detail PED-02, sheets 1-3, or may be constructed in accordance with a design submitted and approved by the Texas Department of Licensing and Regulation. Traffic Control Note: Contractor shall provide traffic control plan, at least 48 hrs prior to any work in a city street. Traffic control measures shall conform to Part VI of the Texas Manual on Uniform Traffic Control Devices and City of Ft Worth Work Zone Traffic Control Manual. Traffic control measures shall be installed for any work activity that takes place on or adjacent to any city street or roadway. The city Engineer may require the Traffic Control Plan to be designed and sealed by an engineer licensed in the state of Texas. Traffic Control Device Note: Contact Trafflc Engineering Division, 972-216— 6215, at least 48 hours prior to work requiring the removal or relocation of traffic signs, traffic control equipment or other traffic control appurtenances. �P.,�, ..----•• ,�.q � *y �• s�*1*I% #�� GERA�O E � MONK � ......... . ............... .: 5 EXHIBIT B $ � R � � o � � � � � � � a I ' � W � I � O O � i O O < N C 2 � 7 (.� Z � N ��` o � r W n � U �i G 6 W � � N � � O � �p � < � �� `3 � .,y � v c �a3 UW�� Wv p p d9' C � O � 3 Q W Z H ��i O Z ��jo z�a �z�� <4u�.. �v~izoov��a'°W Up' Q r F �Y U� K W g W W W c~i�ocaW�� Z�� Z Wy� y Wy�� I <UQN�yd 2 � N M � / � � � � / / / T / _ _ _ � � �� eos —.—.—.—.—._.— ` —.—.—.—.—.—.—.—.._._._._.—._._._._._._.—._ \ +oe_ � / — — " — \ � -� •—._._.—..—.—. ._. _.— _'_°_°_._. �ff� ��,�f - 90B - ' � ( �� i � � �--- �7 � � f� � /�� ' —� f s�-------- ---�� 1 � �� —coe_� � `_—_ / } � � a�/ --_— a° ^ `�, —) / �i �� / �� Pn _eoe- — — — — � —eoe- ` ' � I I o co � \�----- , oe` __,_— i m ao n _ �� i ni ri _�i�-----_ \ ��ie��- � � } � eoA� J ' � ` a"---� �/ ! � �—�' i� �'— ,n �"�,—` i i��e� � � i � a aoo , i� I — — r''� \ / f ��—' i��'�, _--_ �--- � � / � � � ��— "_� / / � s� � � � } � � � -�p9/ � J� __ ` __�� '� ' /�� / ,8„— � t / 1 ✓ J i / / / �11 /��\i . / / Y� la�L� � ` ; y / �� t0 t0 ' U � co �� l o � ` � / / 5 r q� FE'� F! ;z ci ci �'' a° n* C 7 .n . 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" - " -.- .. .... ... . � ... ....._ . __ .. _ .._. ✓�/ / 2 ps,_ .. _.. . . :... .. .. .: . _ , / �. f � � . - / �; �n � _-�, � � � �� m � V ' °a �� —�.�� / w Q � � ; �n � �� / }- � � � � � �B r .f. � � c a��T � ♦� � � / / w= �� '� �` � = d� - � ` � .' - - � r i 1 �� _w�- �� ^%' r � �a�' � �/° � � `� �' - � � , � �� / � � � �r / — I 0 .�soe- = — — . =�oa-v� f i! �� 1'f � _ -- / �� .^� �� oB_ � / j � �� 0�,1 eg I • -ti - - - s��N� / �/�eo� r c�` OF T�r�1�s,1) � � I '_� �'� ��m �'� — o ' �� fi' ��' �.*°�i �� \� �-- ��° — �` _ _�� = i� iry �;:' ::: ......... .............: * � � — � �°g� � � itiq �� ' �E��o E. �ar,� ..� -�` wl I r I . ,e, _ �� ' \ / �P o� r�f-0._ .....•�45tii3 .' �;i � � � _ - � o � � / �o ��.s'•!5'�cL�[gT��i � e �. � �� 'e o' / o � - - �� / 8p9/ � I`�Q'i `�. � � � � � � �I � � --� � . � � � y� �809� `� �� x ^ �-QT� � .9l'9ib _H12�_ON � T m � / �- � � � �a�� e�szezu'zo on ssw °'� � a�� / � �nl s3ua3eoae Mre �� p � � « �9 0� EXHIBIT B ` ONJd 'X3 �n O /ti � = GRADING & , — � x � �o� R , W� + e� w2 � �o DRAINAGE PLAN � Q �a_ Q�' y o3 �� NpU� �R�� OASIS CHURCH � + �n o � V o I �� o�i 3� �i ki wo =�il ��$ _ p / y w �� NW HWY 287 ZS � � �� c> & BLOCK 1, LOT 1, 5.74 ACRES �Q,� b ��&w crcy or Fc. woMn, TartaM County, TeXaa i� � 3E � �. � o� zoned: u K ��i ��1Y �< date: sheet: ,� ' S�z,�2, 6 of 14 POND OU7FALLS (7) 1 LF OF 6" PVC SLOPE • 5.0% FL (IN)= 805.25 FL (OU�= 805.2 -- -ros- -- � J DETENTION POND �ooy w�: eae.ss ^ (WWYE�3�,OOOe�` \ � � � �g� � j l�_ �-�O13� � �s• w�oe ovEa�ow SPILLWAY W/ EROSION CONTROL (RIP-RAP) O OUIFALL SEE DETAiL SHEET 8 CONCREiE RUNNER ` ,—�—� , �-� .J5_� �_ _ CONCRETE RUME � -e08 � i / � � � & —�—�—�—�—� � � �—�—�—�—s a �, z�w Qz� �wa � o � �wV�� a w o / � � � \��I� — � ✓ � � � '� -G�ONCREiE � / _/ � I @v� @e'9a�--�e- ' _ — \ / � / 7C � �0� � � � �� / �� 808— / / � � � � � �A� � - R n � � / � � �Praperty Lfne � _I 25 mIn � 6' FENCE (MA7C)--�I G�B� FQJCE (MNQ �l R TO � OF WALL WIDTH VARIES I 7.5 UTILITY ESMT � L'RAI�AGE ESMT� O TOP OF WALL I I 8' CONCRE7E WALL � W/PIERS O 8' O.G I o Flnishad C�ONS7RU� WALL _�&a POND Grads I I DRAINAGE ESMT BOTTOM OF WALL I O � �8� I I 8' PVC G 100 N5EL�806.55 NANRAL GRADE I �N�� I Conaete Flume � 5� (eee detall) II EDGE OF WALL I TO � OF FLUME RETAINING WALL DETAIL pRpppgp MIN. 36" GRADE 3�4" INVERT* _ + I III I��• v � . p a• � I I III I I I I---�--_ •a_ I— I—I I I—I I I-I I I I I I I I I I I I I I I I I� I I I I I I I 4� CONCREIE (a000 Psp w/ � BnRs o ia• o.c. CONCRETE RUNNER DETAII iMIN 5.5 SACK MDQ NOT TO SCALE *SLOPE TOWARD OUTFALL WHERE ADJACENT TO WALL (NO IN VERT) _- — j � �soa��j5 _ �.i� SOS � ;,, � �' � � � ��w _:_,4� dQ \90 , g � i � �o' w�oe, s• niiac coac�� DRIVE FOR PONO ACCESS SEE 7 V:Ns ON ON SHEET a Flume At Parking Lot Detail B-B Project Descnption =riqion ldetha7 laa�n�,r_: FU�n,i'.� Scve For Drscharga Input Data - aoughntss Cackcicnt 0 0�'s Cnannel 51�ce 0.0T9p0 1[�r kprmal pEplh 0 33 !I Paticm'JJ�h:h S.U:1 4 Drschar�e 1722 Y'.'g � jJ�+'-:� �'�'_:�,;�� Crass Sed�nn Image C? T (. _.. "•I �.� i -:._- I - s,-o.. CONC. CURB NO 3 BARS WT� '�, 'q FLUME ONLI� 8' CONCREIE (3000 PSI) W/ /3 BARS O 18' O.C. FLUME DETAIL *��P`, �. �Rs,*i*�i *�� GERALDE�MONK � e�: .....•�445fi3...... : �= � �E : .c`'!i�FQI 1 rG�� \��i S �.. � `�QN ` � � I i 5 �i . EXHIBIT B Counry �x�ar. _ �. oii .... � _ _ _ ..C��S �L.r= G.,ri Ic:s i�.__�Mln. imx•I L�ur M�i +rc'� R ._ . � G�[. , .ii .. ... • IlloDd3 �� . � - - Res�gn EQuatmns ' wwon wuro �n m v....n.n .. , ,.�., n...,.... .nn� ..... , ,.., �".w.':�e+��.v.,wa,to.wai�.iuor" - - n.-c.lA aanmcaneeae�eimYeao-am. it-261 MI _ _ PbMLp+�nYRpwmislelM1c]��v�o-ltoeToent = au�.xnsaykrersca�eapp�Ypbn�ofcor�wnYwlv+inmr� se� acresl M Ma+n, Vt Ime val.le lo tletmmrc rarM.Ml �nlemRy. a1 M.J� me � I• 1� �i. � r , �2CMD 6 li.Z�) } O, m�l q = ++��[�a1 - Oe�peE raiallu� Hy�nr! M�em ruv�lf �oerc�cern ' saafaaesl +. b= ea� A�;qn pepe.q�ni on qm�qn y.p rtpsn pawp pµen hmn zade i�.F I.- .�eC eMxa4� �rnB.n�e. n c .rr r�r.r� mn �r.as'.ar. n.i. Mv�.�..Yr��I�A+-12c�enD.,1'O�fG1J21tM1i,l�7 ` (�.26e1 V,.,,+Y,.,,.�.�' P.dP,. 1�.2ee7 �.._._. = o�nmRa�..w.u.+p.�i��, • +a�e+o.� iRh e� a wwmo.w. a� m. x�e..e., ,:,,�„�� „� �,.�„�. = iMw11W-�•wefea�naqr.:�,�� e = namdry.MarMUPralOwa•+�i�,.i - m.�. �. �., ... a.,, �a��,�.�..-. �.,nn u �r< <a,�w.n�a „�»„<,m .�. m.r ar, �• •. r<-„m rn�� v . r.'.ea� � iw K�� K ��.ii...� ..�„�,�.e �� ..,� , s BEDDING TOP OF WALL go�o so8o 15.0' 1' FREEBOARD = 807.85 �-- 6 100 yr = 806.85 Q------ 4'-� ------- �e• niiac 3� RIP RAP �� (vnoni vnRies) �� ° e°8o + �' FREEBOARD = 807_85 15.0' ----- — — 655 ----eos TOP OF WALL 100_YC___80685SII__$�.____________SS .___________ .�Or..r.rd� �e� ._ -� _� I�n 4' to 12' ROCK DISPERSION & EROSION ---'--' --Eq •RAP) 8' PVC FL(IN)=805.25 �% 8� 805 804 ia• niiac 0 GEO—FABRIC 6� BEDDING RIP RAP DETAIL NOT TO SCALE SPECIFlCATIONS: GEO—iEXi1LE fABRIC PER CFW, EROSION cor�rna sEcnor� 31-25-0 RIP RAP PER secnow a�-s�-oo 8�% 8� 805 804 0+00 OUTFALL PROFILE p50 � 4" THEREFORE USE 18" OF RIP RAP W/ 6" BEDDING MAiERIAL PER CFW 31-37-00, TABLE 1 & 2 e ��T �EW ,. ��E� RUNNER, SLOPE TOWARD WTFALL 20 10 0 20 HORIZ 1' � ZO' z , o z bERT 1' - 7 PROFILE VIEIY �.ti\ �+r"��,°w r��,t`� t �� y�P,.• � . �S **i�J A* ' ..............................0 i�..... GERA�D E. I+�ONK ': �F,,�'. �4563 � �+� ��,��'Fa zE�°:��.�.' < S G �+ c ;C+��LE. `� `� ^ I � '! . �� . V 5 , EXHIBIT B OUTFALL DETAIL Hydragraph Report ror.4w nA�t�a nr �•�ffww W p: WMw, lu �6,=ore Hyd. No. 3 Pre Pcnd Mydrograph type = Mad, R[�lional Penk discharge = 16.t4 cfs Stcem frequency = 1 W yrs T e to peak = 10 min rme interval = 1 min HyJ. volome = 4.864 wR Dra=nage area = 5.820 ac Runoff coeft, = p.3 Inte wry - 9.24a inliv Tc by User = 10.Q0 min IDF Curve = Tanani County IS4'VM.lDF Slortn duration = 1.0 z Tc target Q = 0. WO cis Est. R�0 Stara�e = 0 cutt Pra ParW q i�ch? f1�E. Na.3-1 W Year C 1�15;i iem �aoo i�r.0 � is.00 �zCo �I �-'- -- -- I 1300 I 9.C� II B.GO BLO - - B.CO .9 li ,. 3.00 I O.CO � - � . . P00 0 2 d 9 8 10 12 14 1B 98 .^0 — HYo tac. 3 ' � . ' Hydrograph Report , ��w�,.�.n�,�,��,a.a,9�, �,M.,,u,t._q,a Hyd. No. 4 Posl Mein Basin Hydragraph type = Mod. Rational Poak 8 scharge = 10.56 cfs Stwm hequency = 100 yrs Time M peak = 10 mfn 1"ime In;erva� = 1 min Hyd- wiume = 00,172 cu17 Draenage area = 5_B20 ac Runoft cocM. = 0.62 Inter�ty = 2 926 infir Tc by User = 10-00 min IbF Curvr. = Terran� County ISVJM IDF Stonn duratiom = 8S x Tc Tergat O = 8 200 ds Est. Req'd Storage =:i4.045 aAt Poat Main 6aein �ICN,� Hynlwi<-tWV i Qlr_+s;� 1��O�I �- i 12�0 1000 I— ..• 10.00 9.00 . .- _ 8.00 800 - _•.• 5��) 4.ih^ - � .1.0 2.00 . z W o cu a.m u �Ia zo sa w aa ao �o eo eo vw ��ao r�ox �,�+i ..--.nyallo.� i. r.emRationa�eetsmraAe=3n,tl45cuM . . " 1 � �� • Z 5� EXHIBIT B Pond Report rvr�arvxNMw'w�e��rm�.:wev:n�. v...a.�.� �u.-o�u PpM No. 3 - Oseh c��. oN.�eo�+a,..or<R�.mm�..ar��»,�...a�ww.ewa�-vice.�-�ne. .. seps r s{oraoa raor ww�m ei...�iro c�.me....xw i�w.w.w�wn ,mi.m..wa�.�a a� o'i ,s'o�w uaza GulvxtfOe11ke5WCWm 'MeU6trucwrea W [�1 l�1 [P�d [al Igl I�1 lo] n..N.a ow �m� - ay.�tw o00 om �., im �� : �a ,_, a.�3 _.0 �mi oa .��.+dr � rb rm w Iw sbc. t�w - 050 oMAimwl cmiqwua�+l re61q� .n lWo.r.Mi sr+ao�aro,.y.rn�.Gn,mereue �.,�..,...�,...,.,oe.,e.....�:...,a..,...,_.�.,_y ............... � a �+o+ n w m � v. n. w .r. �n w e. n. a.w o _ _ _ _ _ _ _ axs sx _ �.-� - - - nss s.aw ea.� _ _ _ n.x. _ _ _ _ _ _ �0.S[e. - _ _ n.0o .. _ - - _ x.0 '..m etl04 t�.M _ - .fl.t - - 9.83 ..a3�i Svgei O�charga �'.. z I_'" _ i�.s t � m,5zs .�.00 tO.Ca 2D00 300J WOD 5009 60W �600 M00 9J.W 1WC0 Suw ini s�e�pe r Swnpe � y.�P:•�• .�Rs�**�/+ � ... ............................. p GERALD E. I+�ON4C '% i ........ •��t 5fi3 .......:�� : �� FasiE�-�,��"� <. . . l` l�/n��i.i�E�ai.L ■/� R �� a � � � � ~ �H Z Z � aQ 0 � � � �� a a� ��Qai W <of� ��3z ��i � �W4r OW��K o�� Fviac�,�� Q 3��oj�3�Z �y� �� a� U Q m� p Z a� m W �<a�i��Jy� �1~/lZOfa/I�aW�� C �V��a�?�W U ��UZ� .. .Z .Zt�..�..� .S � � � � � a � � a ' � I I I� J � � � N x I I I w oe= N� W� Zy�WS W�) ��'�WNa <?F 6 FG4�� o�� O W� K p O ��e NN� z�c�iin �mn UNZ�m� <fjN �o�`��<i��'� i�m�r��Y'Zmomc�5 Jw��mo� �,�_ ¢`',�JF WO«�x• �yQ2Vl�d3UI�N� LS ci n �W Fg � S�= ��z % n � � r� Y W U � W � � O W J '_ ? W � � � d J Z � O Z , W � � a � z � w w � ' � w 3 2 p � a U 3 vi 3 4 3 d � �n � p 3 � o C� C� C� C� C� C� W O p � � � � � � � � � � � � o _ _ _ _ _ _ U w a h � h � y � ii n n u � n n u m i u I x� g¢a � � o o � �� I d c o .� U O � p� C O � � O� (i y O C � s� ° � �« � �d' � O�� a a o�_ v'1 �� 0:. a C ` � p O�, � C � 'o� c c � °y � y O � p�*+ � U < < °'y ° c o+ C a "'°�f�oo'a W � •� o'' � ° - C_ O�C V � � = Cr A 0 py.�VV �ry� d q 0� C �c�5am� N �'' Q ��NM�iAtO W W W W W W f7j Nf/1NN(/1N O ¢¢¢¢¢Q w aaaaaa 1'Jl'd d 0 98t9lZSOZO 'ON 15N1 5N3-x0 3/"IUv3d � �l � J�O�/ _ - 8a5- — ' —,—v ` —'—'—� - �e—v—a—o—v—o—o—�—a—'—a— — o_oDB� _ — � � � N�—� .L9'lfy a..SS.Ol.00 S a o_'_°_�,—e—,_,—o_ O 8a5 � ��0—O� � \"V-' � � — — _— — — — _— — — — — — � — . i � I I I �' 90B \ � � — — ' _ — _ — � / % l � � // � `90g I I /� � '�- f � —� �\ \ _ � v�i / / I � "� \ � V - - / V� � � � �/ � z oo� � � o > — �oa � / � — _ A� � a � � / spg� � � � � �I � � � � � J- �T /� ��, -- ��m �� —� /� / �,� —� �� 8a8---�,—�--—gog� �__ __ _ / � �� I � � � , � `°g� � ��i � \ � �� — �---- QQ,�;�N 8�� . / - /_ � / \ ��om�j� �� o � � Z � � o ��h �� o� Wo� �� / � � � — � K N � /S�� i o p I �/ I/ 3'6'OB � ;/ti� / � I U I �� , ✓ �N�� a�� C � p � \ �� e,o� � � / - - _ � � �� 8� �P _o�°� 809� � / � — J / li � — � , l-9jb _H12JON T � N _ / � � �8�� ieari��io -oN isNr � �sio / � n 'S3ua3doad mre �� 03 , aHae x3 � � `^ � /,�'�/_ �� _ �� 6��3 w�a Q� ��_� � >�� / F � / � � �� / � / / � ^ �o� 2� \ � �a �� W= Wo � w F �� ' �o � a�g K �� 2�=� H � Z 0 F U O � a W � � � ic i � e/ Z � p / �W W� & # y��.• �. •�s'**�� *�� C,ERAL� E� 1�lONK � ........... ................ •� I �� ` `+�. � I Y 5- EXHIBIT B EROSION CONTROL PLAN OASIS CHURCH NW HWY 287 BLOCK 1, LOT 1, 5.74 ACRES City of R. Worth, Tarmnt County, Texas Zoned: LI date: sheet: „�s�,a 10 of 14 W W � O W� Na c�w� Zr W W ��V �� Z c=i �zW �3� ��I:� ��'� ��+ TRANSITION TO � / PAVEDSURFAGE J DRAINAGE MUST FLOW AWAVFROM ENTRANGE d ��I �IlLI rv�� r � N.T.S. STABILIZED CONS7RUC710N ENTRANCE 1. STONE SFiALL BE 3 N 5 INCF1 DIMIETER CRUSFim ROd(. (NOT CRUSNm CONCREIE) 2 LENGIN SliALL BE SFiONN ON PLANS �M7M A MININUM LENGTI OF 30 FEET FOR LO75 MMICFi ME LESS 1HAN 150 FEET FRdA EDCE OF PAVENENT. 7HE NINIMUN DEP7H IN ALL 07HER CASES SHALL BE 50 FEET. 3. 7HE 7HIqWE55 SHALL NOT BE LESS 7HAN 12 INCHES. 4. 7HE WID7H SNALL BE NO LESS 7HAN 7HE FULL N7D7H OF ALL PdN7S OF INGRESS OR ECXtESS. 5. WF1EN NECESSARY, VEFiICLES SNALL BE CLEANm TO REIAOVE SEDIMENT PPoOR TO EN7RANCE ONTO A PUBLIC ROADWAY. NXEN WASFiING IS REWIRED, IT SHALL BE DONE ON AN AREA STABILRED NI7H CRUSHED STONE N7lH DRNNAGE FLOWING AWAY FROM BO7H 7HE SIftEET AND 7HE STABILRED EN7RANCE ALL SEDINENT SNALL BE PREVEN7ED FROM EN7ERING ANY STORN DRAIN, dTpl OR WAlEXCOURSE USING APPROYID ME7HODS 8. 7HE EN7RANCE SHALL BE IAAINTAINED IN A CONdTON WHICH WILL PREVENT 7RAd(ING OR FLONING OF SEDIIAENT ONN PAVED SURFACES 7HI5 MAY REWIRE PERIOqC TOP DRESSING NI7H ADDITONAL STONE AS CONq710NS DDAAND. ALL SEDIMENT SPILLm, DROPPED, WASHm, OR 7RACI�D ONTO PAVED SURFACES MUST BE RDAOVED INMmIAIELY. 7. 7HE EN7RANCE MUST BE PROPERLY GRADm OR INCORPORAIE A DRAINAGE SWALE TO PREVENT RUNOFF FFtON LEAVINC 7HE WNS7FtUCTON 97E 5annery� racnn,es ena'i ce =mv.A+.- c, �ne s�c, ar�^, tna-�xanuo snai� ce enaw� o� ffy iS4V1A Ccrc,VucL:n Plen. i�a 1&.ilities sliall �e �epulany servi� x[ Ihe h�juenry �e[c�7riinded hy�Fn supf��or fnr iM numpqr of pgqpp us�ry il'a fec�iiry� 51ury [�e loc:nirn af tr�ah antl tlebris sto�e� on t�e i51'�'M Cms[iu[t�on P�n. Snre �1 r�.n er411 �ns besnan� CeGns n o�rered bns oe ofher encazuma T�.+sh a�tl d¢c�s sha�l be rernavatl hom ihe siie a1 r�a�u�ar interva'�s Ca�tairer5 s�ne�i notbe elowe0!o y.e�llvx Thaam�.inlnFr,hsTiylsa�tlf�aieNousmetenels�s1aretlon-s�es�allDeminimii lantl Iim�M la ��a mamruls racessary F�r t�q cu+n�t pR'+an o' wralructqn C�ernice's aM hTi2MVU6 maig��al6 5�61� fN SlO�Bd In N2' Ctl(JinBi 1:18��uf2.lufEi x G_�18etBf5 inxdk al B B�NM!'A9[ Gdrt-�b ca�'eC. nith ��i�tall ard rur.-F Nazartlnts m;1g�a�. SWr�p Shd'� � C!,nM�.Posend bein.i¢crtl•��r,r:�r�t�aIIFCOc-�aI,4IdR�d�71G:d119'�SdM'f�Vl&1✓Ni9.SI0fdAPIOCSIIv'19 I H3iat0aus AlalsnaN she11 h.v�n a-.FrcP��ln �'a.artl: a,:tl �n-xtl.iry -or:ainrrMni .n;iir.e:.nnl i� � I�v�, o: tY¢ Ix�yryt wr;ainrz� �.n sfora9e I' a� ee�[�er C�tw Wm� 15 �se] for geca��e^/c..^�t&inmant. h slull �� netl �rv:� Fiss!r: C�ntaneia x�i�ll bc Y.ex c rsal nrT��pi wYTn m, rc xlGyp rF rr�.q�.y� �tarana�s zne ��. Crt tlis[ensca using cno �a�s or �a:r.m a lirxa rMrmed ', I�c�rerR_,n�pri;c_ti::��im Bnh�le t dl �A�NS ss�al t- prb: �]e. vnUt t ro:.rJary enci^v� eyui�'�lenl LO '110'.5 vf -ucl Ta�ks ��k'S v�::uine. II Cie e��,��v�u�e i7 �n nai•.�en �' er Cern. [�c ama x�a tq li�d wiN CI85LC. SM1��rc t^�e I�t-9Lur� ol'�el �� iks an_ ��:ei� xccr.]an 4a'il�i�meM�Pi MO �SWi.1 rcu�lio� Pi-� � u+Y�ll Mvtlr_cr]nrN;� nr ��r; iti��li1 t:��sC�:.Oe� V'Ie�i YJf COnG'B[B ��BSMO�t A p6 �c�ele Wash-a�' Cr bz'rnB^. ar� I.�e� 'n�:r .1�stic.. = yi� equ.v;�lcr� cvr�ainmenl m.ea5we shal bo iate' p��-�"y�'- �� con-rnm �na:h-:.it via!a� 't',a LonWinmant 5h311 be a min�r.�m c' 6 CF fpf h��'"�]CV.'^ . eGacc]VI�3aor.elil�:.l�ice'.:ua:d TheCixc.h�r�cofwa5n-out w3ler lo tlruinagn �w�xt�rr.:;-,�i� n*�6t�Klure z�a�� ea o�enidfatl. 1' .I � I[�] 1 II ri d gN ' nmym .. I 1M �brire r,cr�ranOr z rg6JrA0109 OC�T�. ,� IE65 Gi �� 5� � ifPBLf2 [C OM.�IOnnk.EC� by M- Ilyp�v-�h�^�natp.tl sAe ra[enL:n unLl nat�ral atrenusuan :av s. Ns�urel e!Ia�ua�r_n nay be. aidM by Niatr frqp Yla�� Lne aeraton 4�lsier wilM1 ne:�s�arab�e ch.crire i.:+'iten'ra�nr�. ot lass'Wn � OLm 5 p�Nii�v[xd ❑�isinl�-iKKK1 �rembenp9�5G�arpe��irN�llytasurfe=e�n�s[e�.lt9halbt��.�0.'iprg�cnloreget�lio�cr !hrougn ,:o,�mra�cc xys�mm for mm�a. anenoaoor c• �ne cn�orne �erorE n re.ec�es surtace'xaW_r. Ane��a:ieey : n ha�i !��c xN��i�aiy senv!r ocenMr m, . abG��'�L� lo tYs..-nargq 9ireC1 tatlhe seni[aryaa.�re '.'?n�.le/EquiG�x'^� Va:�itle a�d rqiii�vnpn; wasF.nq rs pr��hC�[a^, m r�a s�te �ri?sss'�.ined bas�n is 6'o�ne�etl W'�u� 4'iaf¢r ��Pwre ttr:"4 0! IM1e �H�a�n wu��-� Tr<� ua�h ��a�r„ may Mx a�in�.pd [o evapora[a or i haula:-offfa-Cis�l lima o-,r,l�er �.�em�ra� s[aGiizer�s shaii b_+ li�n[e�!o Vin amr�uni tl•st e�n be mu.ed ar Crtip.aC�� bi r�e ei�� of ��;.� w".rkin•y d:tr�•. c.phil �e.tK .hHll tc x:qlrA a[ TiR51h. [ rn5ii t ..oil�!abilu-Cr5 Sr�hi:zaaon=.�:.',n - -�i�telyCaturae�0aur�Brairtellesenis. i s�an �uers swr�a en-�u- sv,i ce c ��d z r�:Lrdcus mo.�aai a� snmi nn:� ,:�ir.,z,.,�,�.» - - - v u,.:� .� - e,g srau c �� . 1einra�w�sh •9 �:-aa ana �oi r. C�oc�a.essw�cuninp iaaisc� ur�rr�ee. i -u�;-T�� rJgter Ih ��.I:.r.�ll � .� . _ , a.-, e].�e_rtt_mG�r.a� eg..r[51i.�_��.�t , , 5.� EXHIBIT B COMPACTEDEARTH OR ROCK BACKFILL FL�� SILT FENCE SILT FENGE (MIN.HEIGHT 24" ABOVE EXIST. GROUND� STEELFENCEPOST MAX. 6' SPAGING, MIN. EMBEDMENT=1' W IRE MESH BACKING SUPPORT 4x4-W1.4xW1.4 MINIMUM ALLOWABLE, TYP. CHAIN LINK FENCE FABRIC IS ACCEPTABLE aLT FENCE GENQZ�� NOTES 1. S7EEL POS75 MMICH SUPPORT lHE SILT FQJCE SHALL BE INSTALLm ON A SLIGHT ANGLE TOWARD THE AN71qPAlED RUNOFF SOURC& POST MUST BE DABEDDm A MINIMUM OF ONE FOOT. 2. 7FiE TOE OF 7HE SILT FENCE SHALL BE 7RENCHED IN 1M7Fi A SPADE OR MECHANICAL 7RENCHER, SO IHAT THE DONNSLOPE FACE OF 7HE 7RENCH IS FLAT AND PERPENDIWLAR TO 7HE LINE OF FLOW. WHERE FENCE CANNOT BE 1RENCHED IN (ag. PAVEMEN�, WEIGHT FABRIC FLAP N77H ROCK ON UPHILL SIDE TO PkEVENT FLOW FROM SEEPING UNDER FENCE. 3. 7HE 7RENCH MUST BE A MINIMUM OF 8 INCHES DEEP AND 8 INCHES N7DE TO ALLOW FOR 7HE SILT FENCE FABRIC TO BE WD IN lHE GROUND AND BAq(FlLLm MA7H COMPAC7ED MATERIAL 4. SILT FENCE SHWLD BE SEWRELY FAS7ENm TO EACH S7EEL SUPPORT POST OR TO WOVEN NARE, NHICH IN IURN IS ATTACHED TO 7HE S7FEL FENCE POST. THERE SHALL BE A 3 FOOT OVERLAP, SEWRELY FAS7ENED WHERE ENDS OF FABRIC MEET. 5. INSPECTION SHALL BE MADE E�ERY TY10 WEEI(S AND AFIER EACH 1/2' RAINFALL REPAIR OR REPLACDAENT SHALL BE MADE PROMP7LY AS NEmED. 8. SILT FENCE SHALL BE REMOVED WHEN 7HE SIlE IS COMPLEIELY STABILRED 50 AS NOT 70 BLOqC OR IMPEDE STORM FLOW Oft DRAINAGE. 7. ACq1MULAlED SILT SHALL BE REMOOED WHEN IT REACHES A DEP7H OF HALF THE H�GHT OF 7HE FENCE. 7HE SILT SHALL BE DISPOSED OF AT AN APPROVED SIIE AND IN SUCH A MANNER AS TO NOT CONIPoBUIE TO ADDI110NAL SILTA710N. � � �IL� N.T.S. � � W � W W � � z a z � w g . � � o ax xN Ww �� 3 ¢ a � rt > yoa ?W �Q¢ X d J � U Q Z � W U r �l _, o ; � o z � Z N � � � � �� FU �� FU z� za »: »: ��Nw�� w�� o - � z= € _ oNW � -os� ��- w�N �J � �m� � � ��W�� WOJ �mU Woo - � F � �o�� z��- ��Q _ z zz wa,.� zz wa,.� �s z �o o�Qo �zFo� �3�� ? � ��o� p "��o�LL� a g`Q¢�< w3w� om m�` ��» ��x �. J o aa�v'o J aa� J� C7 d waQ•� _ F" __ a'=� ¢x 3F�� 3? �F '�Z W �^ oocwi - z¢F QON �� k'o� xi Q �. m z�az � m zFaz U z ��_ :_�a� a� �S � d�,�_wo �oa� o�� o z � Jz�_ i� � Jz�_ i� CC G] � 3[r " a i�a"�pd x i�a"'pa R. C7 _ n M < � ' /� Qoaw o0 v� cnQ�a3w 3<nQBaFw /� O�� =x � �c� m m�C��rzm �Qa m`-' �mz�n�az� ��zNsa- ��c' o= �a �'w�a a�a �'wra / ��_ �x�4w�-x 3z��w�-x m?n � a ¢(naoxc�3�n o�naoxc>3v� // �� . � � i // i z � o�p / �w� a� � c�o�' / ��Q i � � / I w�wz I� � � � p / / ��_ / 0�� Z � z N � Q 6•� / � N � (n eI% � x z � ` �*xtz�% . ��WQ r, wo�� H � Q � �fd'� -I: // / / /� � / � / �/ � � A>�Q� � , W� � i � i �oo� � \ � i \ i� i \ � \ \ � � \ \ 8 \ \ \\ \ � \\ � ,i \\ �� ,��\ ,\, / \\ / � \ / \ / \ / QC COPYRIGMT VYVY MERSMAWN ARCXITECTS, INC. \ � N� PRINTING OR COPING IS ALLOWED \� V I WITHDUT PERMISSIDN FROM MERSHAWN. / / /� � 5 � � l`^:Y � • �i ' :�i. - . � . � �� . � ;I ~- ; -. , .�i- .+ � �v �� .�� - '� _ �,��, ■� 'II � � i '`/I��1 � �1�� • �� '. : �,� ...: � +*il�/- �ii�� ,, � `4 �� l i � Y�' �� _ �' '�:� � ;e�� MERSy �s`� �� U/v1 �z� r' �@s�l�-1 6..�� /�� 8-18-2020 � Oy i(� W �i a F z 0 � � n � N \ � � 3 _ EXHIBIT B LANDSCAPE PLA ❑ASIS CHURCH NW HWY 287 BLOCK 1, LOT 1, 5.74 ACRES City of R. Worth, TartaM County, Texaa zo�ee: u date: sheet: si21i21 13 of 14 GENERR� NOTES�� 1 VERIFY ALL UTILITIES BEFORE CONSTRUCTIDN. 2 FOR PRICING PURPOSES ALL LIGHT POLE BASES SHALL BE A MINIMUM OF 24° DIAMETER, 8'-0° DEEP, W/1/2° STEEL; VERIFY W/STRUCTURAL ENGINEER. 3 EA SUB-CONTRACTOR SHALL COORDINATE AND CALL FOR ALL INSPECTIDNS W/TESTING LAB, ❑WNER WILL PAY F�R TESTING LABS 4 ALL BUILDING ENTRANCES AND EXITS SHALL BE HANDICAP ACCESSIBLE; SIDEWALK AND RAMP SLOPES SHALL NOT EXCEED THE MAXIMUM REQUIRED SLOPE NOT REQUIRING HANDRAILS, SEE TAS NOTES & DETAILS. 5 LANDSCAPE SUBCONTRACTOR SHALL PROVIDE STABILIZATION ❑F ALL DISTURBED AREAS. 6 LANDSCAPE SUBCONTRACTOR SHALL PROV IDE AN IRIGATION SYSTEM AND PLANS THAT MEET ALL CITY REQUIRMENTS. 7� REQUIRED LANDSCAPE AREAS SHALL BE IRRIGATED BY AN AUTOMATIC UNDERGROUND IRRAGATION SYSTEM; PROVIDED HOWEVER, THAT A HOSE BIB SYSTEM MAY BE USED FOR IRRAGATION WHEN A LANDSCAPE AREA IS LESS THAN 1,000 SQUARE FEET IN SIZE AND WHEN ALL PORTIONS OF THE AREA ARE WITHIN 50-FEET OF A HOSE ATTACHMENT. SYSTEM SHALL HAVE FREEZE GUARD & RAINSTAT. 8� ALL AREAS NOT SHOWN AS SPECIFIC PLANT MATERIAL SHALL BE HYDROMULCHED BERMUDA, EXCEPT FOR UNDISTURBED SITE AREA. 9� IN ORDER TO MEET BUDGET TREES SPECIFIED MAY NOT BE USED OTHER TREES FROM THE APPROVED CITY OF ROWLETT PLANT LIST MAY BE SUITABLE FOR SUBSTITUTION. lO�CONTRACTOR SHALL SUPPLY SLEEVES AS NEEDED FOR IRRIGATION. 11� CONTRACTOR TO VERIFY LOCATION OF IRRIGATION CONTROL WITH OWNER. U.S. 287 LOT 1 BLOCK 1- OASIS ASSEMBLY OF GOD CHURCH L ZONING: I - INDUSTRIAL 2. PROPOSED USE: CHURCH 3. PROPERTY AREA (GROSS): 250,034 SF OR 5J4 ACRES 4. BUILDING AREA: 14,672 SF 5. BUILDING HEIGHT: SINGLE STORY - 37'-0" 6. LOT COVERAGE: 5.359 F.A.R. = 0.053:1 7. PARKING REQUIRED: 1 SPACE/5 SEATS 409 SEATS/5 = 82 SPACES REQUIRED 82 SPACES REQUIRED +259 = 123 21 SPACES OVER PARKED = 2 TREES 8. HANDICAP REQUIRED 1 ACCESSIBLE/25 SPACES REQUIRED = 4 ACCESSIBLE 9. TOTAL PARKING PROVIDED: 144 SPACES (140+ 4 ACCESSIBLE = 144 SPACES) 10. LANDSCAPE AREA REQUIRED: 10� NET AREA = 23,645 SF LANDSCAPE AREA PROVIDED: 183,513 SF 11. TOTAL SQUARE FOOTAGE OF IMPERVIOUS SURFACE: 66,521 SF �• n ;I;; n ti � +,�� MERS,y.:;a . � ;� ��z1 � fG,� Il 62�� h.'�� Of� ��'� QC COPYRIGMT VYVY MERSMAWN ARCXITECTS, INC. N� PRINTING OR COPING IS ALLOWED WITHDUT PERMISSIDN FROM MERSHAWN. LANDSCAPE REQUIREMENTS TOTAL AREA OF SITE 5.74 ACRES=250,034 SF TOTAL AREA OF BUILDING 14,672 SF NET SITE AREA 236,649 SF LANDSCAPE AREA REQUIRED 23,645 SF LANDSCAPE AREA PROVIDED 183,513 SF REQUIRED NATIVE 315 3 GALLON SHRUBS PROVIDED NATIVE 315 3 GALLON SHRUBS REQUIRED 3 GALLON SHRUBS Z36 W FRONT YARD PROVIDED 3 GALLON SHRUBS 240 M FRONT YARD URBAN FORESTRY REQUIREMENTS GROSS PROPERTY - 250,034 SF UTILITY EASEMENTS - 82,254 SF NET URBAN FORESTRY AREA - 167,780 INDUSTRIAL ZONING 20% - 33,556 PARKING & DRIVES - 47,836 SF INDUSTRIAL ZONING 40% - 19,134 SF TOTAL CANOPY REQUIRED - 52,690 SF 10 SMALL TREES PROVIDED - 10 X 200 = 2,000 SF 10 SMALL TREES PROVIDED - 26 X 2,000 = 52,000 SF —�.y ��`�-��,--- 8-18-2020 EXHIBIT B