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HomeMy WebLinkAboutContract 59973Date Received: 8/24/2023 Record Number: PN22-00185 Time Received: 10:21 a.m. City Secretary No.: 59973 PUBLIC PROPERTY EASEMENT ENCROACHMENT LICENSE AGREEMENT TIER II THIS AGREEMENT is made and entered into by and between THE CITY OF FORT WORTH, a home rule municipal corporation of Tarrant County, Texas ("City"), acting by and through its duly authorized City Manager, Assistant City Manager, or Director of the Development Services Department, and, Juan R. Zuniga ("Licensee"), acting by and through its property owner. RECITALS WHEREAS, Licensee is the owner of the real property located at 9015 North Normandale Street, Fort Worth, Texas 76116 ("Property"), as recorded in Tarrant County Deed Records as, block 78R1, Lot 2A, Western Hills Addition, section III-VIII, situated in the City of Fort Worth, Tarrant County, Texas, by Instrument Number D221146127, in Tarrant County, Texas, and; WHEREAS, the City owns or has an interest in a public utility, access easement and owns a drainage easement (the "Public Property") adjacent to the Property, and as recorded in the plat records of Tarrant County in volume 388, book 107, page 3; and WHEREAS, Licensee desires to construct, place, and maintain certain improvements which will encroach in, on, above, or below the Public Property; and WHEREAS Licensee has received consent from the other franchise utility companies to construct, place, and maintain the improvements within the public utility easement; and WHEREAS, to accommodate the needs of the Licensee, the City will allow the encroachment under the terms and conditions as set forth in this Agreement. NOW, THEREFORE, the City and Licensee agree as follows: AGREEMENT 1. The City, in consideration of the payment by Licensee of the fee set out below and covenants and agreements hereinafter contained to be kept and performed by Licensee, hereby grants permission to Licensee to encroach in, on, above, or below and occupy a portion of the City's Public Property as described in and at the location shown OFFICIAL RECORD Tier II Easement Encroachment Agreement CITY SECRETARY Page 1 of 12 FT. WORTH, TX Revised 12/2022 on Exhibit "A," but only to the extent shown thereon, for the purpose of constructing, installing, and maintaining a 26' culvert and Fence (the "Encroachment"). Upon completion of the Encroachment, Licensee agrees to be responsible for maintaining the Encroachment within the Public Property. Licensee shall not expand or otherwise cause the Encroachment to further infringe in or on the Public Property beyond what is specifically described in Exhibit "A." 2. All construction, installation, maintenance, and operation of the Encroachment and the use or occupancy of the Public Property shall comply with and be performed in strict compliance with this Agreement and with the charter, ordinances, codes, and policies of the City. Prior to the construction or installation of the Encroachment, Licensee shall submit all plans and specifications to the Director of the Development Services Department or duly authorized representative. Licensee shall not commence construction or installation of the Encroachment nor make any use of the Public Property until after the execution of this Agreement. 3. Licensee, at no expense to the City, shall make proper provisions for the relocation and installation of any existing or future utilities affected by such Encroachment and the use and occupancy of the Public Property. Licensee has received the approval and consent of certain franchise utility companies and such consents are attached hereto as Exhibit `B." Licensee agrees that it shall secure the approval and consent of all other appropriate utility companies and agencies of the State of Texas and its political subdivisions. In the event that any installation, reinstallation, relocation, or repair of any existing or future utility or improvements owned by or constructed by or on behalf of the public or at public expense is made more costly by virtue of the construction, maintenance, or existence of the Encroachment and use of Public Property, Licensee shall pay to City an additional amount equal to such additional cost as determined by the Director of Transportation and Public Works, the Director of the Water Department, the Director of the Development Services Department, or their duly authorized representative. 4. Licensee agrees that City may enter and utilize the Public Property at any time for any public purpose, including installing, repairing, replacing, or maintaining improvements to its public facilities or utilities necessary for the health, safety, and welfare of the public. The City shall have no responsibility or liability for any damages related to the Encroachment resulting from the City's use of the Public Property; however, the City shall make reasonable efforts to minimize such damage. Tier II Easement Encroachment Agreement Page 2 of 12 Revised 12/2022 5. Upon termination of this Agreement, Licensee shall, at the option of and at no expense to the City, remove the Encroachment and restore the Public Property to a condition acceptable to the Director of Transportation and Public Works, the Director of the Water Department, the Director of the Development Services Department or their duly authorized representative. Any such removal of the Encroachment shall be in accordance with then -existing City regulations and policies. It is understood and agreed to by Licensee that if this Agreement terminates and Licensee fails to remove the Encroachment and restore the Public Property, Licensee hereby gives City permission to remove the Encroachment and any supporting structures from the Public Property, to restore the Public Property, and to assess a lien on the Property for the costs expended by the City in taking such actions. 6. In order to defray all costs of inspection and supervision which the City has incurred or will incur as a result of the construction, maintenance, inspection or management of the Encroachment and use of Public Property as provided for by this Agreement, Licensee agrees to pay to City at the time this Agreement is requested an application fee in the sum of Nine Hundred Dollars ($900.00). 7. The term of this Agreement shall be for thirty (30) years, commencing on the date this Agreement is executed by City. However, the City may terminate this Agreement upon Licensee's noncompliance with any of the terms of this Agreement. City shall notify Licensee in writing of any such noncompliance and if Licensee does not cure the noncompliance within thirty (30) days of notice from City, the City may terminate this Agreement. However, the City may, at its sole option, allow the Agreement to remain in effect so long as Licensee has taken reasonable measures to cure the noncompliance or is continuing to diligently attempt to remedy the noncompliance. 8. It is further understood and agreed between the parties hereto that the Public Property to be used and encroached upon is held by City as trustee for the public; that City exercises such powers over the Public Property as have been delegated to it by the Constitution of the State of Texas or by the Texas Legislature; and that City cannot contract away its duty and its legislative power to control the Public Property for the use and benefit of the public. It is accordingly agreed that if the governing body of City may at any time during the term hereof determine in its sole discretion to use or cause or permit the Public Property to be used for any other public purpose, including but not being limited to underground, surface, or overhead communication, drainage, sanitary Tier II Easement Encroachment Agreement Page 3 of 12 Revised 12/2022 sewerage, transmission of natural gas or electricity, or any other public purpose, whether presently contemplated or not, that the parties agree to negotiate in good faith in order to accommodate both the Encroachment and the public purpose. 9. LICENSEE COVENANTS AND AGREES TO INDEMNIFY, AND DOES HEREBY INDEMNIFY, HOLD HARMLESS, AND DEFEND CITY, ITS OFFICERS, AGENTS, SERVANTS, EMPLOYEES, AND ELECTED OFFICIALS FROM AND AGAINST ANY AND ALL CLAIMS OR SUITS FOR PROPERTY DAMAGE OR LOSS AND/OR PERSONAL INJURY, INCLUDING DEATH, TO ANY AND ALL PERSONS, OF WHATSOEVER KIND OR CHARACTER, WHETHER REAL OR ASSERTED, ARISING OUT OF OR IN CONNECTION WITH, DIRECTLY OR INDIRECTLY, THE CONSTRUCTION, MAINTENANCE, OCCUPANCY, USE, EXISTENCE, OR LOCATION OF THE ENCROACHMENT AND USES GRANTED HEREUNDER, WHETHER OR NOT CAUSED, IN WHOLE OR IN PART, BY THE ALLEGED NEGLIGENCE OF OFFICERS, AGENTS, SERVANTS, EMPLOYEES, CONTRACTORS, SUBCONTRACTORS, LICENSEES, ELECTED OFFICIALS, OR INVITEES OF THE CITY; AND LICENSEE HEREBY ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR SUCH CLAIMS OR SUITS. LICENSEE SHALL LIKEWISE ASSUME ALL LIABILITY AND RESPONSIBILITY AND SHALL INDEMNIFY CITY FOR ANY AND ALL INJURY OR DAMAGE TO CITY PROPERTY ARISING OUT OF OR IN CONNECTION WITH THE ENCROACHMENTS AND ANY AND ALL ACTS OR OMISSIONS OF LICENSEE, ITS OFFICERS, AGENTS, SERVANTS, EMPLOYEES, CONTRACTORS, SUBCONTRACTORS, LICENSEES, OR INVITEES. 10. While this Agreement is in effect, Licensee agrees to furnish City with a Certificate of Insurance naming City as certificate holder as proof that is has secured and paid for a policy of public liability insurance covering all public risks related to the proposed use and occupancy of public property as located and described in Exhibit "A." The amounts of such insurance shall be not less than $3001000 with the understanding and agreement by Licensee that such insurance amounts may be revised upward at City's option and that Licensee shall so revise such amounts immediately following notice to Licensee of such requirement. Such insurance policy shall not be canceled or amended without at least thirty (30) days prior written notice to the Building Official of the City. A copy of such Certificate of Insurance is attached as Exhibit "C" and incorporated herein for all purposes. Licensee agrees, binds, and obligates itself and its successors and assigns to maintain and keep in force such public liability insurance at all times during the term of this Agreement and until the removal of Tier II Easement Encroachment Agreement Page 4 of 12 Revised 12/2022 the Encroachment and restoration of the Public Property. All insurance coverage required herein shall include coverage of all Licensee's contractors and subcontractors. 11. Licensee agrees to deposit with the City when this Agreement is executed a sufficient sum of money to be used to pay necessary fees to record this Agreement in the real property records of the county in which the Encroachment is located. After being recorded, the original shall be returned to the City Secretary of the City of Fort Worth. 12. Licensee agrees to comply fully with all applicable federal, state, and local laws, statutes, ordinances, codes, and regulations in connection with the construction, operation, and maintenance of the Encroachment and use of the Public Property. 13. Licensee agrees to pay promptly when due all fees, taxes, or rentals provided for by this Agreement or by any federal, state, or local statute, law, or regulation. 14. Licensee covenants and agrees that it shall operate hereunder as an independent contractor as to all rights and privileges granted hereunder and not as an officer, agent, servant, or employee of City, and Licensee shall have exclusive control of and the exclusive right to control the details of its operations, and all persons performing same, and shall be solely responsible for the acts and omissions of its officers, agents, servants, employees, contractors, subcontractors, licensees, and invitees. The doctrine of respondeat superior shall not apply as between City and Licensee, its officers, agents, servants, employees, contractors, and subcontractors, and nothing herein shall be construed as creating a partnership or joint enterprise between City and Licensee. 15. Licensee agrees and acknowledges that this Agreement is solely for the purpose of permitting Licensee to construct, maintain, and locate the Encroachment over or within the Public Property and is not a conveyance of any right, title, or interest in or to the Public Property, nor is it meant to convey any right to use or occupy property in which a third -party may have an interest. Licensee agrees that it will obtain all necessary permissions before occupying such property. Tier II Easement Encroachment Agreement Page 5 of 12 Revised 12/2022 16. In any action brought by the City for the enforcement of the obligations of the Licensee, City shall be entitled to recover interest and reasonable attorneys' fees. 17. The parties agree that the duties and obligations contained in Section 5 shall survive the termination of this Agreement. 18. Licensee covenants and agrees that it will not assign all or any of its rights, privileges, or duties under this Agreement without the written approval of the City, and any attempted assignment without such written approval shall be void. In the event Licensee conveys the Property, Licensee may assign all of its rights and obligations under this Agreement to the new owner of the Property, and Licensee shall be deemed released from its duties and obligations hereunder upon City's approval in writing of such assignment, which approval shall not be unreasonably conditioned or withheld. Foreclosure by a secured lender of Licensee or assignment to a secured lender by Licensee in the event of default or otherwise shall not require City approval provided that said lender notifies City in writing within sixty (60) days of such foreclosure or assignment and assumes all of Licensee's rights and obligations hereunder. However, no change of ownership due to foreclosure or assignment to any secured lender of Licensee shall be effective as to City unless and until written notice of such foreclosure or assignment is provided to City. 19. Any cause of action for breach of this Agreement shall be brought in Tarrant County, Texas. This Agreement shall be governed by the laws of the State of Texas. 20. This Agreement shall be binding upon the parties hereto and their successors and assigns. 21. This Agreement may be executed in multiple counterparts, each of which shall be considered an original, but all of which shall constitute one instrument [SIGNATURES APPEAR ON FOLLOWING PAGE] Tier II Easement Encroachment Agreement Page 6 of 12 Revised 12/2022 City: CITY OF FORT WORTH By: DJ Harrell(Aug 21, 202308:35 CDT) D.J. Harrell, Director of the Development Services Department Date: Aug 21, 2023 bdg4444b d FORT��� ATTEST: o�-Idd l.g PVo o=d A OPp,f o ° Oan� bE665a4,d Jannette Goodall, City Secretary Date: Aug 24, 2023 Licensee: Property Owner Ry' rZi me' Juan k Zu ' a Title: Pr perty Owner Date: ,�� /,✓��� �� Approved As To Form and Legality Jeremy Anato-Mensah Assistant City Attorney Date: Aug 19, 2023 Contract Compliance Manager: By signing I acknowledge that I am the person responsible for the monitoring and administration of this contract, including ensuring all performance and reporting requirements. p(;bP,C6a 0wp�il Rebecca Owen (Aug 21, 2023 08:03 CDT) Rebecca Owen Development Services Date: Aug 21, 2023 OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX Tier II Easement Encroachment Agreement Page 7 of 12 Revised 12/2022 11 H I by J_l!I Il OlU :ty 1111111l�1 OUJ . M 1111 I Jf 11 l�J l�l Il fly Irl�J►1 IIA' 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 D.J. Harrell, known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he 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 21st day of August . 20 23 Kathleen Bradford Digitally signed by Kathleen Bradford Date: 2023.000' 08:40:36-05'00' o�PRVP�e/ * * 9jFoF P KATHLEEN BRADFORD ; Notary Public STATE OF TEXAS My Comm.NotarExp. lAprr..7197 12, 2027 ' Notary Public in and for the State of Texas After recording return to: Development Services Department Development Coordination Office 200 Texas Street Fort Worth, Texas 76102 Tier II Easement Encroachment Agreement Page 8 of'12 Revised 12/2022 STATE OF TEXAS § COUNTY OF TARRANT § BEFORE ME, the undersigned authority, a Notary Public in and for the State of TeMS , on this day personally appeared Juan R. Zuniga, Property Owner (Title) known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he or she executed the same for the purposes and consideration therein expressed, as the act and deed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this ✓6/-ty of/1 20 a . Xtary Pu is in and for the State of %Q,s Tier II Easement Encroachment Agreement SsIpY Pv"�4 WENDY L. BEARDSLEE aa?:** = Notary Public, State of Texas `•. +< Comm. Expires 07-28-2026 I, Notary ID 133237193 Page 9 of 12 Revised 12/2022 EXHIBIT B Franchise Utility Letters Tier II Easement Encroachment Agreement Page 11 of 12 Revised 12/2022 AT&T AT&T Right -of -Way 13845 FAA Blvd. Fort Worth, TX 76155 December 9, 2022 Juan R. Zuniga 9015 N Normandale Street Fort Worth, TX 76116 RE: AT&T Letter of No Objection — Encroachment for Culvert Western Hills Addition — Lot A2, Block 78R1— Volume 388-157, Page 3 Fort Worth, Tarrant County, Texas Mr. Zuniga, Southwestern Bell Telephone Company, d/b/a AT&T Texas, has no objections to the encroachment within the 43' drainage & utility easement to construct a culvert on the property referenced above at 9015 N Normandale Street. It is not the intent of this letter to waive any rights granted to AT&T in said platted utility easements or right-of-way except to permit this encroachment. AT&T shall continue to have unrestricted access to, on and across the easement/right-of-way for installation, repairs, replacement, or upgrades to facilities. There could be overhead and/or underground facilities within the area. Exercise extreme caution with respect to such facilities. Contact Texas811 for underground locates before any digging is done. Costs of any damages to facilities would be at your expense. Please let me know if you have any questions or concerns. Sincerely, Ray A. Garcia AT&T — Manager OSP Planning & Engineering Design I Right -of -Way 817-550-7576 ray.garcia@att.com Alk AAM&TMOS energy November 16, 2022 Juan R. Zuniga 9015 N Normandale Fort Worth, Texas 76116 Re: Encroachment into Utility Easement Juan R. Zuniga, Upon your request I have reviewed the location of the gas facilities near your project site. Atmos does not object to the encroachment located at the property listed above. Verification of the gas line can be obtained through 811 Call Before You Dig. Any damages to Atmos facilities due to such encroachment will be billed to the party causing the damage. If you have any questions, please contact me at 214-549-7144. Sincerely, au Bobb VO?ney Project Manager Atmos Energy Corporation 100 West Momingside Fort Worth, Texas 76110 00� 6'NCOR Date: January 6, 2023 Cuz;Luinur Name: Juan R. Zuniga Re: X: 43 x 26 feet ENCROACHMENT, - LOT A-2, BLOCK 78R1, Western Hills ADDITION, to the City of Fork Worth, Texas, Dear Mr. Zunica I have received your request to construct a culvert in the area at the above referenced location in which encroaches into a Platted Utility & Drainage Easement. Oncor does have facilities located within the above mentioned easement, but based on our inspection of the location of the proposed facility, we see no negative impact upon our ability to maintain our facilities. It is not the intent of this letter to waive any rights granted to Oncor in said easement except to permit this enCroaChment set out hereinabove and shown in the attachments provided for the encroachment permit. Oncor shall continue to have unrestricted access to, on and across the easement. It is understood by owner, that when the electrical facilities in the easement area need repaired, replaced or upgraded, it will be owner's responsibility to remove any obstruction that interferes with Oncor's ability to perform the necessary work. Oncor maintains the right to utilize the entire easement for its needs, and will not be responsible for any damages incurred during the process. If you have ny questions or need dditional information, please contact the Oncor office at (817) 4 - 34... Budd G. Rodgers, SR/WA 7860 Winbrook Dr Benbrook, TX 76126 432-234-9052 Spectrum December 23, 2022 Juan R Zuniga 9015 N. Normandale St Fort Worth, TX 76116 SUBJECT: Encroachment of 9015 N. Normandale St, Fort Worth, TX 76116. Spectrum Communications hereby grants a 42 ft encroachment for the purpose of a culvert to be built into a portion of the front easement 42ft General Utility Easement associated with the property located at 9015 N. Normandale St, within the City of Fort Worth, Texas 76116. Spectrum Communications reserves the right to have access to any other applicable utility easements on the property for the purpose of future construction or maintenance. The owner and/or lessee of said property may also be responsible for the relocation/removal of any structure interfering with access to these easements, if necessary. Spectrum Communications currently has no facilities within this easement. If it has not already taken place, please call 1-800-DIG-TESS to have facilities marked and located within affected easements before any excavations are started. For future reference, please send all utility coordination, abandonments, encroachments, plat signatures, or serviceability requests, or notices of relocation to forcerelos@kinetic-eng.com. Please share this information with whoever needs these services. Sincerely, SCheer ctrum► Troy Hopson I Business Development Specialist 1 (0) 817-298-3554 Cell 682-999-2989 8545 Airport Freeway #108 1 North Richland Hills I TX 76180 EXHIBIT A Depiction and description of the Encroachment Tier II Easement Encroachment Agreement Page 10 of 12 Revised 12/2022 TOPOGRAPHICAL SURVEY PLAT NORTH \\ N\\ \ SCALE 1 "=80' \=ZoOO\ \ DIRECTIONAL CONTROL GOFFRSOo�s,"r 1\ \ TREE BLOCK 78-R-1 / LOT C LOT A-1 /, /II Q ►� 11 l l ; `, 1 r1TRE /FNt cp I a LmC�(T8—R—�\ \\ `\ l 2,TREE /,",REEI o 11 IVAIA�(T`LOT \\ \\ T 7,jEE \I 2.$95 1A.4 I LOT 1 L(TAjj FIR LOT 2 LOT 3 \ Fl nR LOT 4 \ OT 9015 N. NORMANDALE ST, FORT WORTH, TEXAS LOT A-2, BLOCK 78-R-1, OF WESTERN HILLS ADDITION SECTION 8, AN ADDITION TO THE CITY OF FORT WORTH, TARRANT COUNTY, TEXAS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 388-157, PAGE 3, PLAT RECORDS OF TARRANT COUNTY, TEXAS. mgpil LEGEND: FP FOUND IRON PIPE NOTES: /s—rr WOOD FENCE FIR FOUND IRON ROD �E~ CHAIN LINK FENCE C.M. CONTROL MONUMENT GENERAL FENCE B/L BUILDING SETBACK LINE DATE 05-2-2022 THIS PROPERTY IS LOCATED OUTSIDE THE 100-YEAR FLOOD PLAIN ACCORDING TO THE FLOOD INSURANCE RATE MAP REVISED 02-14-2022 FOR THE CITY OF FORT WORTH. (BASIS OF BEARINGS ARE JOB NO. 9015 N. NORMANDALE ST PER RECORDED PLAT AS SHOWN ABOVE.) ©COPYRIGHT 2022 F t. �i. F��., ..: . XAVIER CHAPA ..................... SURVEY SOLUTIONS OF TEXAS FIRM NO. 10194375 XAVIER CHAPA ENGINEERING/SURVEYING TEXAS ENGINEER FIRM NO. F-9156 A MARANOT SUBSIDIARY TOPOGRAPHICAL SURVEY PLAT BLOCK 754M LOTA-f NORTH SCALE 1"=aU DIRECTIONAL CONTROL I.W1 ' W Ibl -ar — +00 i f f f Jff 1( + 1 I r 1 1 +� I+rr 1 M i 1 1 yIV wr 1 I To 4 1 rLOTf t� + + i +� �7 L3 LOT 3 LOT 4 9015 M.. NGRM*JDALE $T, FORT WQF;rFli_ TEXAS LGT A-2, HLOC#{ 78-Fi-1, OF WESTERN HILLS ADDMDN SECTICN 8, AN .4GIOFTrON TO THE CITY OF FORT WORTH, TARRAt+dT COUNTY. TEXAS, �:•...............•. ACCORDING TO -THE PLAT TF EREDF RECORDED IN VGLUME 3 -1ti'. Y.lrFfJ�R CiIl�1� PAGE 3_ PLAT RECORDS OF TARRA#JT C04 JNTY I AS- a❑ iJ ...� .R 34.. - LEGENy' FIP ?: _ '=,:DN PIKE NOTES_ ,w W60p FEND fJR Fr.;_'•._ ='N faO❑ cc�� CHAIN LINK FENCE C.M CONT -- MONUMEM-71�}. r GENERAtFEYCE 8fL aukLL'? ;ETBACIS L'NE 1 DATE 05-2-2)722 TH:v=ROPERTY IS LOCATED OUIS40E TKE 170-YEAh FLOOO SURVEY SOL'LM NFr 4I=7FXA-- DLA,*: ACVORDCNG TO THE FLOOD IFi`,Y,FFL4N--E RATE-AIAP FJRM 90 ?0191375 REVISED02-iJ-20Y2' FOR 7HECrTYOFFORT WORTH. iBASIS OFr3EARINGSARE XAVIER"SHAPAENIX-'JEERING't.;,'EYING ;JO5.0- Y016 M. NORFAAW-MLE ST PERNfGOF;DED PLAT AS SHOWN AGOVE } -TEXAS EW-4NEER.i-MM NO. F-•915E 26' Culvert encroaching over 43' drainage and utility easement L2PYMG+Fr 2122 A FA4.R OT SLiE900WRY CONSTRUCTION PLANS for NORMANDALE STREET WESTERN HILLS ADDITION, SECTION 8 9015 N NORMANDALE STREET LOT A2, BLOCK 78-R-1 2.3594 Acres Zoned A-43 in the HAYS COVINGTON SURVEY, ABSTRACT NO. 256 FORT WORTH TARRANT COUNTY, TEXAS JUNE 2023 VIGIRItY Map 1••600' MAP600 0784 OWNERIDEVELOPM JUAN R ZUNW U46 FItlBIDBWAY DIM PORT WORRK TOM 76167 PIL a* INTO -am Owft t AM R 2UHIDA IMTI, omIII H.�.eo7&.am MCADAMS �m:Ta 10.11— 60Eat 1i17atM Co.00 COVER SHEET Co.oi GENERAL NOTES O.Ai GRADING PUN CD.. STORM WATER PLAN & PROFILE C6.o1 EROSION CONTROL PLAN EMBEDMENT DETAILS CIA. BOX CULVERT DETAILS CI.. BOX CULVERT DETAILS c],M CONCRETE VMNGVALL DETAIL C7.o6 EROSION CONTROL DETAILS C7.06 EROSION CONTROL DETAILS ci DT TRAFFIC RAIL DETAILS CIA. 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SEE DETAIL ON SHEET C].0] - C7.08) Ev na ai ( NaRT12 NaRTHENN a5T PDIX LocW1FD APPROXIUArtIY 26sFEET WEST AND 21 FEET 0) ' NRNISH AND INSTALL: 2,21D.4-2 ELEV.x7I<)a2ni aF vor=cT PxoPExTv n ,sSL In_ s 4s3 [. O Cl / \ 67 LF OF TXDOT TYPE PW-1 WINGWALL F- F FZ / (SEE DETAIL ON SHEET C7.04) W W I) FLu y Lu0� x o . gwog FURNISH D INSTALL: \\ 0 Q m <� V 31 I Ol CLA55 IV RCS O 22A: Z Lpy ip� c Z O FZ / \ \ CC z s z / \ OW o / U \ Z W > \ � Z / FURNISH AND INSTALL: 67 LF OF TXDOT TYPE PW-1 NINGWALL / (SEE DETAIL ON SHEET C7.04) \ / \ Z FURNISH AND INSTALL: 1' \ J / 67 LF TX AIL TYPE NGW LS LL TRAFFIC RAIL ON HEFT C7. / (SEE DETAIL ON SHEET C].0] - C7.08) \\ ` � J W F LL 780 700 Q 0 .I o O 601 -.� ®PcENTENUNE 775 775 HYDROL )GY DATA Q100 142 CFS Q FULLY DEVELOPED 197CFS V100AVERAGE 9.4FP5 F RNISH & S 1990INSTALL: V FULLY DEVELOPED 10.3 FPSge31 LF 5'X3'o NsCLASS IV RCB O 100YR HW 771.7'iz/L 2.2% 770 �� '/ 770 100 YR TW 770.5' NCAOAIa6 N 100YR FD HW 772.2' /—}— 100YR FD TAILWATER 770.9' QCAPACITY 600CFS z vaaaiooa o V EX GRADE GENTERUNI: 765 765 -0+26 J0+00 0+54 SPEC22514 �4 oOG3w �WRW IRIP WT-2 OWNER DEVELOPER JFRI R. ZUNIOA blab N TK TIAY I FORT WORIN TEXA87813] Ca,DD Ph GINO BTb B601 GWNecL JU/N R. ..m 94 bi W I=J BAN A rc�nb� lu z z 10 0 10 10 ]0 FIN SCALCI'-10 1BII ry� (N3F&6OT DEY. ON NNS) RD M C IN ROOC N: 8.95 W722 0 N nGN 1BI FC SEi BD% CUI T.IM'Ir lOGTED APPNDMMNTELY & REI N3i AW R] REi � VI Oi NOIOIERNI051 PoNT Oi Sl&ECT R.OPERTY. R 0.%t.r&19S L 2 2mylmxz Dee Holz � O g� rr coei umcc W W 1. MTHE CITY OF FORT WORTH CONSTRUCTION STANDARDS APPLY R c S WHETHER INDICATED ON THESE PLANS OR NOT. Y 2. STABILIZATION PRACTICES MUST BEGIN IMMEDIATELY AFTER01 CONSTRUCTION ACTIMTY IS CEASED. IMEEDIATELY IS DEFINED BY ss THE TCEO CONSTRUCTION GENERAL PERMIT (CGP)), TXR150000, ASTHE NEXT DAY NG HAS W F > O Z CONSTRUCTION AAFTER GRADIL BEGIN ACEASED, UNLESS a Q Y Y j 3 INSTALLATION OF STABRRATION PRACTICES MUST BE COMPLETE Q 'j- mYN iX' 2� DI V WITHIN 14 DAYS OF THE START DATE, AND SHOULD BE INSPECTED Z ` G7J5 Z O THEREAFTER FOR ESTABLISHMENT OF A VEGETATIVE COVER. TEMPORARY IRRIGATION MAY BE NEEDED IN ORDER TO PROWDE _ O GERMINATION, IF AREA IS HYDRO MULCHED OR SEEDED, AND TO MAINTAIN THE VEGETATIVE COVER UNTIL ALL CONSTtUCTON Q i H ACTIVITIES HAVE CEASED AND THE SITE HAS SUBMITTED AN NOT. O 2 3. ALL OFFSNE STAGING AND STOCKPILING AREAS DISTURBED MUST z,T ALSO ACHIEVE FINAL STABILIZATION IN ACCORDANCE WITH Z TXR1SOD0& 4. WASHOUT WATER FROM CONCRETE DELIVERY & WORKS MUST BE t CONTAINED AND MANAGED ON SITE ON AN ADEQUATE SYSTEM. NO DISCHARGE OF CONCRETE WASHOUT WATER TO STORM DRAIN SYSTEM OR OFFSITE ROADWAYS WU. BE PERMITTED. 5. ALL CONCRETE SAWCUT WASTES MUST BE MANAGED ON SITE NO DISCHARGES OF SAWCUT WASTES TO STORM DRAIN SYSTEM OR OFFSITE ROADWAYS WILL BE PERMITTED. J e. ALL SEDIMENT THAT IS TRACKED OR ACCUMULATED ON PAVED O AREAS MUST BE SWEPT IMMEDIATELY AFTER NOTICED. T. ALL TRASH AND DEBRIS GENERATED ON SIZE MUST BE COLLECTED, CONTAINED AND DISPOSED OF PROPERLY. NO TRASH OR DEBRIS F SHOULD BE SCATTERED ON SITE. e. ROCK CHECK DAMS TO BE REMOVED ONCE FINAL STABILIZATION IS z ACHIEVED. 9. REFER TO SHEETS C&OS. 08.09. C&1& AND C&11 FOR EROSION Z CONTROL CONSTRUCTION DETAILS C.) Q 10. ALL ROCK CHECK DAMS SHOULD BE 18' HIGH AND CONSIST OF WE SE TDC&OB RICFOR , UN LOSS NOTED OTHERWISE IN THE SWPPP. ZZ d 11. THE DISCHARGE FROM Al. DEWATERING PROCEDURES SHALL BE TREATED. TREATMENT SHALL BE ACCOMPLISHED BY DISCHARGING EITHER THROUGH AN APPROVED SEDIMENT FILTER BAG (SEE SHEET C&11 FOR DETAILS) OR INTO A WATER QUALITY BASIN. O w Lu JGSTN L 1AN500WNE 121990 N F° L /zz�zS IAOAMEIN nK7WWt SPEC22514 JUAN QrR mmm JIMN R PQOR48E 2 AYDNNE WORTH, TiaN HIiT CS,D1 M. w Ws-B�O4 BACKFILL, EMBEDMENT AND SURFACE REPAIR DETAIL ASSEMBLY 0 O O I I .m,,,m, M,,,, m......m. � a...� .m.mm u,.,, ,�� Wa. � m�.m �m.� o•,,.,. ,.,m � r; �°� M SAL >b air ssmoiv uT^ iY�l\ i � / � wvma Hamm oma ASSEMBLE APPLICABLE BACKFILL, ENBEOPENT A SURFACE REPAIR DETAILS INTO ONE FILE. i� JT • DELETE ALL BLOCKS SHONN IN RED AND ADDRESS AN) DELETE ANY BLUE CESIGN LAYR TEXT. • ASSEMBLE D=TAIL 3LOCKS INTO ONE DETAIL N1TF CCMMDN DETAIL LABEL AS SHONN BELOW. • CREATE A MULTI -BLOCK DETAIL FOR EACH CCMBINATION OF BACKFILL EMBEDMENT AND SURFACE RE -MR 10 ENSURE ACCURACY OF CONSTRUCTION. JNSIIN L IANSDOWNE 121990 v /zxlz3 BIONMN• �1` nPG 1Yllf viic— SPEC22514 Qrneamomarm JINN R 21 AY woffrOlWAY QN OMNi PONE TMf1KTIXN HIiT M C7,D1 pE•1ne-e�o� Q JINN It mm TYPICAL SECTIOIJ tQ mien¢¢ gr.ee = Om iraadwar trace) K3 �� (SheeCONSrRBCTMN NOTES.) SECTION THRU CURB if tallith of ear, Bars FL Rop aIM bmoml 1 (Bottom! JI { -= ra Fz I Joint (Trp) Bars tt �/ �`. Bars FI rliottomi BOTTOM SLAB TOP SLAB PART PLANS TABLE OF BAR DIMENSIONS I I NrL 4I H °�'� to LL " L.'., 4,LU e FI BARS C BARS D BARS Z BARS Y BARS K (ad) isle, !Length]=-0A'S)1 1O0 Mlh he — Max. Estimated curb hesghts are shown elsewhere in the plans. For rpe Rh ees"ien all or Curbs .,,a, than I.- refer to the ExteiWee care Dar ls (ECD) standard sheet. For structures with T631 o T631LS br+ege rasp, rater o t„e Natelarghp Leh for T631 & T631L5 Malls R631-CM)1t1nda10 sheet. Alre, rage Curb f—) stantlard sheet far structures -h bathe rail other an T6}]lor 131L5. QFar vehicle safety. try¢ {allowing req—ens must be met: . for structures without bridge too, construct curbs no more than }'above For tstCtfuaes w1,h bridge 111, construct urbs this whe flnlshad 9110e. Retl�c, curb neighs. i niece y, o meet is. "'.. requirements. o anges wi ! Oe a0e In quant+t as and re ad tonal campensatlon whl be allowed rot this ware. O For curbs less roan"' a high, "' Berl K at redut bar hei oM its necessary to ma rtmn cover. For cur z less than I high, Bars K may be mi ae Oto e+slewhe . 1,, rheI-Xwh" 1. Ra11 Anch M. Curb (a.) ster-d sheet is lelerred welde0nwl etie;n/o rnmeneel8—ar al me 1.; D, E. FT. FL M. Y, an)/or Z with do — Sea of regahed reinforcement may be ¢ 1ol 6y the eiaflo of 60 rslf/ TO ell. pa[iiig of Wah is ¢mired fo a^ MI. ape 11 wax. When required, provide rap al Example camerzion. Regacln9 No. 6 br 60 at I Spacing with area equlred WWR - (0.44 aq. In. per 0.5 it.) x f60 i- / TO Ysi) = 0.155 sq. In. per ft If mil ware Is uaee to meet the 0.155 sq. n. per ft. requi amen rn .his exampae, the required spuc+n9 - (0.306 sp. in/ ItIT5 sq. In, or ft. x f12 11. Per ft.) _ .B6- Max spacing Requlred lap lenpfh far the provided D306 aria Is 2-f'(the same area. lap 1az 1h required to ..carted W5 bars, ez Ilsted u MATERIAL 10TES). CONSTRUCTION NOTES: De nat us perm.... forms. Chamrer the p.rmn edge Of the top slap } at the ah ante optm.any,faite rananP[Mon "'a's ahaae at me np. has IT,a max+mam t, 6•. IT s oply +s Iea=,., ears M meay be cut pff or raised. Bars C are D may be reversed. end MATERIAL NOTES: provide -de 60 re riling steel. rovi0e g,Na—of reIrfedr, deal if ro'- elsewhere In the plans. ravlde Class C mn[rete if', = 3.— Psi) rot A.11 barrel and cure provide bar laps, where required, as follows: • Untested or galvanized - Re = "1 Min • r galvanizes - a5 = 1'-1- Min • Unctalee or galvanized - GEN gRAL NOTES:PAS fill g-d dzhaxn. g 1. 0 LRFD Bridge Design Spec, —bans for the range of See the MWtiple Box Culverts Cast-In-0lece Miscellaneous Detail fMC-MD) stardoe s set or ¢tahoorah, hooh, Ili stewed ends, angle se[tim, and Mrytha.0g. Fein. ori g ba care [lea, 11-halons, unless noted .herwise r dlmenalans shaven are out-fo-out or baz.� HL93 LOADING SHEET I OF 2 B/ASN ,Tares DepaMmant of ]Mneportetldt Standard MULTIPLE BOX CULVERTS CAST -IN -PLACE 5'-0" SPAN 2' TO 23' FILL MC-5-23 r�awm.L9PM J H LLI 0 N� LL W J D U X O m JUSTIN L. LANWDWNE 121990 1p IzT l=i MOSDAMB TBPE 1sysP SPEC22514 OWNEI-IIIN LOPER —R..m Web FRIENDSWAY DPoVE FOM—RTN. lEXAB Ta13T C%.02 Ph "By',—aa Dutch,[ — R zumm if W m W d H I; w a BILLS OF REINFORCING STEEL (For Box Length = 40 feet) QUANTITIES h SECTIONLu o DI MENSIONS b^ g w Q Bars H oer FOOL Bars a Bars C b D Bars E Bars FI - #4 Bars FI - #4 Bars M - #4 Bars Y @ Z - #4 4 _ #4 Bars K f Barrel Curb TOta/ r m Bar4 r ar D 9y wl 0 8 ears r ear z o - x4r com- rstnt coot ntm Z 5 H T U I#� (Length Wt Na. N > j NO. N Le gtn N (length W[ NO.I $(Length/ Wt No. h (Length Wf NO.I 9 Length( Wt NO. W[ (Cl) fLb) !CY) ftb/ (Cl) (Lb) Q Z: pgf / W Length Wt Lengths Wt y!f 9[h��Wt ten (h Wt T 5-P Y-R P I. I 9' 1F-6' 1.2. 10B #5 p' @-3' ]Od - >i3 108 #5 9" 5'-8' 11 B IP 39-9' 212 3B 11139-9"�1.009 ;Oa 9l Y- 14i 54 I f-)" I ]65 1-3' 189 11'-5 31 26 92 0110 126.] 0.9 103 Z9.3 5.1)1 3 S-P Y-P P 7" lO8 AS 5 1T-1' 1.920 108 a5 9• H-3' )04 %-4' ]i3 ]O8 a5 9" Itl-B' 1.202 12 IP 39- 3i9 54 IP 39-P 1.43d IOB P S-P 144 10B P f-)" 331 5'-}' 3l9 ]]'-1" ds 38 106 1019 /.3 152 424 ),301 4 3'-P I-0' P T 108 a5 4' 11-P 1.553 108 AS P H-3" T00 %-C ]i3 ]OB #5 P 19-8' iJ61 16 IP 39- 9Z3 JO 1P 34-9 I.B59 IOB 9' Y-ff 141 ]62 9' i'-)" 496 1'-3' S68 31-@' 61 48 134 1348 230.] IJ 193 15.6 9.421 Z t08 a5 P @-3' )04 H-P JI3 OB #5 9" 1S-%' 531 B6 18" 34-P 1,184 10H P Y-P Id4 216 661]58 JS 60 iB) =b6) 283.E I.) "1 68.8 )1.54J _ 9 9 S-P Y-P 8 T 1H-3 3.IB2 108 k5 P @-3' )04 B-P ]i3 108 a5 P ZP-8' 1.318 20 iP 39-9 f I- a5 9" 33-1P I.B91 Id IB"f 39-9' 6Jl IOI I8"39-9'T,)OB IOB 9' Y-0' 144 2]0 9' f-J" 82) Y-}/ 4] 33-IP 90 JO 195 H86 3346 25 I85 81.0 13.66] 2 9-P 3-[" P )• 10H # 9' 11'-S 1,865 108 #5 s- T-3' BI] H-P >l3 =OBI x5 9" S-%' a. B i80�'34- 'f III 44 18` 39-A 1,16E (OBI 9' 3-P� TI6 54 9" 1-T 165 1'-3' 262 3/ T6 ]2 O/!S I51.� 09 10I 3 S-P 3-P P )• 1aa A6 9' 1T-1 �,6JJ 108 #5 9 )•-3' 61] 8-4" >i3 (OBI AS 9" I@-%' 1.201 tI i 39-g/ 319 61 18"39-9'1.646 IOB9" -9'f 316 (OBI 9' f-)" 331 )'-3" 23 ]]'-1• 46 3H 106 2135 1.3 IST 5.9 8.690 CI 4 9-P 3-(^ P T /ae a6 9'toe/#1 9' )'-3" I 81) 6-4" I ]13 IOB #5 9" 15-H' iJ65 la 1PI39-9 425 BO I 3 ,I ZI2 108 91 3-0i 21 1621 9' 1-1 496 T-Y' ]8312T-8' 6/ 48 1114 1.456 1]59 I.J 199 99.9 11,313 t( 9 S-ff T )OH a6 9' 28-3' 4,111 108 #1 9' T- 11J 6'- ]13 108 #5 9" `1- 1.318 IO i8" 39-9 .1 98 18" 39-9' 3,602 lOB 9' - 16 16 9• a-)^ 661 J'-}' 1.046 31. 399a 2.t 342 ]3.9 13,]39 1" 108 a6 6 33-IP 108 #5 9' 9T� Bi] 6 ]13 IOB 45 9" 25'-@' I.B91 14 P39-9' 63) 116 H' 39/-9' 3.0 1p/B 9' /U S8)W5, A/I f-)' 83] ]'-}' 1.308 33-itl 90 0 191 I.5 1yBBB��� B/g,0 ]6,26/} 2 S-P -(" P J• 1ae # g' )1'-P 1.B63 108 #5 9' B-3' 9I9 6'-4" )13 IOB AS 9" s-B, 638 39- (I 44 18" 39-YII.1� 108 9'�Y-0' 389 f 5� A Y-3' 334111'-8' 111 36 72 011 I1I1 0.11111 710S 6,4% 3 S-P P-P P )• i08 # 9' 1T-1" 2,l]] 108 #5 9' 8-3' 939 6- ]13 1PB a5 9" IP-H' 1,202 12 �P39-9" 3i9 61 18"39-9'1,646 ]08 9' 4'-P 28910B9' f-)" 331 9-}' 66)I ]l'-i" 46 38 106 1 1.3 ISS 49.4 9.019 Z P 108 #6 g' P 6J] t08 #5 9' %-3' 939 6'-4" ]13 10H n5 P IS-e' 6 /P 34-9' 413 80 1P 39-5 Z124 )OB P 9'-P 389 I62 A f -J" - 1.001115-@' 6/ 40134 ] 64 3835 i.J I93 69.3 11.614 9 S-P P-P lOB A# SB-3 4,583 108 #5 9' @-3' 9Z9 @-4" )13 10B #5 9" 2P-e' 2 / 1P 39-5 531 98 IP 39-P 2,603 ]08 9" #-P 189 316 T - 1.339 19 60 Ifi) 19T6 349.3 2.1 I03 ]9.1 14,313 W O FZ 6 )• 108 ((( ���ddd���LL4133-IPI S.48B 108 #59"1 H-3' 9Z9 %-d• )13 IOBJ xS 9" 25-H' I e I< IP 39- 63]1161 39-9'3.OB0 lOH 9' P-B' 1893]0 9' f 1.668133-IPI 90 10195 2188 413.] 1.5 185 94.0 16,80) W W Cj fffAA0 I 9-P 9-P P T 1 A� 9" IT-6' 1.865 losj-19/ 9-}' 1,.2 B-9" 111 IOB #� 1S 1P 39-9 21T 0 18" 39'-T 1,328 IOB 9� 5-ff 361 3d = 9061 ]I'-@' 31 26 >2 0904 16&3 0.9 103 3).0 6.833 ¢ co 3 9-P 9-P P I' 10B #6 4' 1T-1• 2.]]I 08 #5 4' 9-3' 1,042 6' 4" )]3 108 5 9" 02f2t4 B/ iP 39-9' 3i9 ]0 IP 34-P ),859 IOB 9' S-P 36] ]OB A 1' J" 1 B11 i>'-1" K 38 106 1188 1333 1.3 Is 52.B 9,562 4 S-P S-(• 5 108 A6 9' 2I-P 3.6)) 108 A5 4' 9-3' I,041 %-1" JI3 lOB #5 9" 15-8' i,]63 131- 429 90 )8` 39-9' 1.390 )OB 9' 9-0' 361 161 9` Y-J" 496 11 -3' 1,21J 22-@' 6i 48 '34 ib]I 3021 i.) I95 68.6 12,IHi to O A 2TT 108 AS 9" 9-}' 1,042 H-#' )13 lOB #5 9" 39- 531 110 1P 39.9. 2.921 IOB 9' 4-0' 361 216 T !- - 1.623 2H-3' >5 60 6] 3916 369.1 1.1 142 H4.3 15,005 Ll1 F y y2F 6 9-P S-(" P J• i08 A6 9' 33-IP 1.488 108 #5 9 9-3' 1,041 @-C )13 10B #1 1 1,8 39-P 63l 130 1P 34-P 3,452 lOB 4' 9-ff 36] 1l0 A T-)" 83) 11 -3 2,019133-1 90 JOI195 2439 4360 I.5 IBS 1001 IJ,125 Q m Old 55� V Z O 0 ¢z z I OW 4 Z W 3 � to J Q H LU 0 H LLI J D U HL93 LOADING SHEET 2 OF 2 X AIIl*s ,Tivs DBp8M1e1N 0I Jhn@porbUan SYenOetw m MULTIPLE BOX CULVERTS CAST -IN -PLACE 9-0" SPAN 2' TO 23' FILL MC-5-23 JUS11N L. LANSDOWNE �,��rr a ,�,•" 121990 h1CMAL18 THPE iD]BP SPEC22514 OWNEB)DEYELO@EB - B. ZUNB96 W46 BAIENDSWAY DPo Fain WONlll, lE3W8 Jam C7.03 Ph mw 8]B-HBD4 Owee4L 8UAH R.ZUNW TABLE OF W/NGWALL REINFORCING fZ-w n9s1 WING DIMENSION FORMULAS: (All values are Ili 5/ze No. iZL 6 _ ip� ° -skew Hw aH+T+[ L = (Hw) (50 + costa W) for Type PW-1 ��� Ei #I - i%� ,, =1-- 1.1(S).cosine M) far TYPe PW-Z-Hw?# = !Hw - 0 S) (SLI . rosine (B) /w TYce PW-I aM Hw <I' F #4 1 I I� Far test-in-pr Ce C I s. BARS D7 Ltw = 1fN1 (Sl + (M + 11 !U)lr. ursine Wl M/ 9 - Far precazr roNerrz. =IfNI(211+S)+(H-1)fe.111 rove IB) Total Wln 11 Area (rwo wings - ) (2XHwXLwl far Type PW-I TAIYE OF TOfWALL = (IXHwXLwI - 6 IF I., = (IXNwXIwI - 1.5 SF for Type PW-Z antl Hw • l ewPW-3 and Hwx y REINFORCING oI Ica er in9wall Ber slur No. Spa �¢ _ 9B Lw =Lew, oT wlnpwall -skew Ltw = Cldaert r all len9lh N = mDer.1 Iverl spans Sbl = Channel slope lebo.(h,-oil: � p�b' � C ierfical, usual value is Z: 1 BARS D2 ide box See 11, she.invert slaMartl , for S. . T, aM ii values. L.LY­ Y+B Nw-' BARS Jl BARS 11 BARS /3 BARS V CFlleld Pend as -ill I . TABLE OF DIMENSIONS AND REINFORCING STEEL (Wings rot one sfrocNre ..) Eslimeted Dimensions Variable Re -le, OueMiHes Oue ez erIt w1 pe, 11 of T. Maximum Bars /1 Bars 1Z (Z-wl�slO raewalll liIeewa„ W _ Hw18 X Y Z s0a w 5Pa _' uwnf (W/Fl1l (CY/Fri I (CY/FYI (W/frl 6B8 OA)1 IU• 1'-0' T 1'O 49.31 0.424 6.85 0. 3-B Y-IP IP l" T 1- 1'-0' 49.9E 0.444 6BS O071 P 1'-P 141'-P 53.32 0.461 6B5 0.031 T i'-P fit 1'-P 53.98 O.IBO 685 00)i 3B Y-1P 1P 11 55.77 e. l 6.85 0.071 BM8 - OATI S-0• 3-A 1'-)" 1'-Y T fid 1'-P #4 1'-0' 6345 -1 eee OA15 P fi4 i'-P #d !-0''67.46 0.668 6.% 0.075 1'-2 Z-O' I'P T• #5 1'-P #5 1'-0' 80.6 0.730 ).W OA)B B` #5 1'-P 15 1'-0' 9Z.15 O.B64 8.01 OA93 66 I-d T-P 9d Y-3' I'-9' T-B 4d Y-Y 1'-9" B #5 i'-B 1•-b 96.Sa 0902 8.07 B' #5 B #s B 139.04 0.96Z B13 0.093 OA95 Bd 5d 18 11 le. Y-l0' Y-Y B 11141 1.Bee 813 9° a5 B FS B 156.93• 1.136 8.41 OA95 0.110 4-B Bd 1b6" B-S 3-0" } 2-4 Y-B 9' #E B �.5- B- 196.27 1.234 8.57 I ,i' #6 B - # 230.13 IA38 9+2 0.11) !1'$ 7-2, "' IY6 T-8• }_9• 4'-0• 1-11' 31 I I'd it #li B 283.41 1.592 9.)4 I I'-Y #B B #6 B 3id.12 /.804 i0.02 0.152 13-6" B-Y 0.1% Id-6" 4T 3'-B 1•-# _a_ z.096 =11.24 0253 15E" !.]' 9d Y-IP 3-B 9 b #) B 4895I 2.302 II.Z4 OZ53 !B-P 4-Il' 9-P 3-I }' r- 1'-P #9 B A> B SDS.>Z 2.048 11.97 0119 }-b' ExfeM Biers 6 F1 ITYp) ir� PARTIAL ELEVATION - PW-I PARTIAL ELEVATION - PW-2 01 J ll vallsr V02 O] _ Wln9wall 21 W)ngwa,l F SECTION C-C - PW-I G DZ DI walls 3 V ll rr 1 f JI �vre�r( f V W,n9wall Wrn9wal. SECTION C-C - PW-2 cid-, Finished grade O skew (roadway slope) w g Jr �� � _ _I _._�.__ _ I I r LIMrs pI [ul'er F elmirs of mlverl �� elrrel quanrxles I kw I I arrM geMlrreP f I L 7.1 , ' 'I I _ ___ d _ Lrw Lw Ce-t skew Y E2 Tae ar 'lope PLAN J- PLAN SL:I m- Tce of slope) DETAILS FOR DETAILS FOR SECTION B-B NON -SKEWED BOX CULVERTS SKEWED BOX CULVERTS (Show,,, wine relno rcemenc.) f5/rowin9 3P skew.) s o5k»_m_Jom 5 @"E QAl tlisctarge eM. Ctamler may be "minimum. inn m Fr 4 QFe, 19 skew-1" {O{ aw wC Fw 30" skew -Y S m w V• OvaMNMs mown are for rwo Ty PeA1J. root.... YPlumc Id,W-1 x;n9s. ro tledermine esf�mefe0 quants /or rwo wags. welgffvarhBarshpated values DY Lw. Quanhlles shorvn do nor include OPI hide weephoies far H. = S-b' end greater. Fill around weeptol¢s w c coarse gravel. © E+tend Bars E2 !'C minimum into the wlnpwall faoflnp. O ap Bars NI 1- minimum with Be,,, M2. (A)".. Bale ii as shown. equally ll-d ar B maximum. Provide at lees/ two pairs of Ba's 3 per wing. QB Nin ro 5'-0' Nax ESNmaf¢d carp nelgnrs are stew, Nsewhere In'. 1.ache Ex[entletlle,tCu'b _11, MC.) de.d.1d steer. Faf`elrucrwes will T631 w Te-5 bridge rail, refer to the Movntirg Derails fe, T631 6 1�631 L5 Rolls (T631-CM) standard sheet. Re-11 Ilia Box 6B Dr!dped rail didlather lh.e 631 Delele l T631 ii.ntlard steer for SfrvMureS cairn Z dr F O o �Fpr emne sooty, me (onowing egmremeMa must ne urea W F FZF For et -lid, cal noel elide..all, coe,ille f curbs no more W W U lM1an y 'Dave viol ^had grade. • bridge rail, Iddelret curbs flush with Q M ^ Bedwe cunrbnheeidt.f necessary, to meet the above requirements ~ Y N hangez will De made tl no adddional rompenzafion 0 A S willc6e allowed for fDrz work. W ~ U :0 a O i'- Oaztl sheet sWe/erred fo`elswry¢re n`fne Planisdg Detailsil (RAC) 03-0-le, Hw <Y. ZJgzj C5Zp O6' rot H. s 4'. Q G O f = 3 Z z ra S � OW 4 DESIGNER NOTES: Z q YD Yse PW-1 Can he used far all appNCarmns `aM must W Q u ed if railing Is to a mounded fa tee wingwall. 3 TYPe PW-2 Can only be used for ap011carlons wlttoul Z a .ling Mmaumed TES: to lip wmgwap. p pEa IAL Class NOJ C canc a (Fr=3A% psll ploriee Grade 60 "eve eel. Neel, J ro a "Ill.rzle reirdorrrg sfee 1I required ,f elsCwhere In the pans. Q GENERAL NOTES: esi9ned In arrortlarce with M 0 LRFD Bridge ,Y5 eciliraliinf V ed when( ouMetlndn4solMfrock,Ywlhen Z °rsd: ncdMrmaxiro,dn,er"aieI:nmPri;a�erlmm,:afr (BC)�iN, ene"' ePeefan 3 a 4w1 typaeldlnwallel-lQeirii;d ° s elsgo°lieem.nix arW I.- W L4yu Covet dimensions are [leer dimensions, unless nMetl mherwlse. LL Rein/arcing Olmenslaas area Fro-auf oI Oars. U _ Z DapBrDwWIB pIOYaWWPa+bBp+f 0 CONCRETE WINGWALLS WITH PARALLEL WINGS FOR BOX CULVERTS TYPES PW-I AND PW-2 PW N L LAN DOWNE Cppp I- a ,w,•w 121990 L �rt/z4 _ii ii MCADAMB TBPE 19)BP SPEC22514 DWNER/LYEVELOPER DIMN R ZUND3A Bl46 FRIENDSWAY DPoVE FORT woRl11, rEJ(AB Tam R.ZUCT.04 Pn (YIM 84 COMeck BUAN R. ZUNNU Lu W W H W J 0 Z a •7 Z I DI+M Flow 321 Yoe. all w.. y" SHAPE PLAN MIEN SECTION A -A SECTION C-C ROCK FILTER DAM USAGE GUIDELINES Re Cons —I Oe alma +o TI I+er o m floc through rate of 60 "/FT2 of cr e0. A 2 year storm fre0uency My be used to cplo.I.I. me riow role. ZTyyppee meMl 13' 6' a0pra0amlr TYOe 1 My ba ai tna Td8'oT anE (,,late. In emo I O'll." . and o dike Tnial type off— ecamlmnaed + rol e vpino,TIe.. of S «tea or Iesa.1aType I may not Oa uu.ed i r ,,ton trot sign V ocl+y 11o.a IaPPro.!—Illy 8 FT/Sec 1 In MI,h agOr,,+e roan ou Shy a S-91 moy ce uSed O1 tl fomdo+ton la" —I min.I fa better . rerino ef(Iai My °fml ow°T�°re If aol led f an +ne pi we w directed by the Engineer. Type 2 118' hloh w Seahl 13• +0 6' as e.01- Tvoe 2 mar De RFL uoetl 1. tlltcMe antl 0+ .1. Or e.ole outle+a. TYpe ] 136' ,,ion .iM wire Ire pOOr lal: 1 Id' ♦0 8' Type 3 —Y be usetl In sires,, flow pltl ellou ltl M secure, to iM eireanDeO. Type a (SoOk gaD1on81 1]' to fin ge3gF /IDtcce TYpe < MaY IS usetl In I'aches aM aml lei chmceln to form 0 NE9 (dR rro °an. Type 51 Provlce rock II11er I— os snom m pl-.. d ro.m1 nre roan lion Typac 2 r 3l ■loth Ior poPl'ent E Y �SEE 6 f FILTER DAY AT CHANNEL SECTIONS v OR OR GENERAL NOTES 1. If atom On — Dior, Or 111—ed by the Engineer. filter O be Plocetl ce lopes me onlm In O,,ticlp,+ed, u m%O tlpens°frean O rolnage Structur S, Orld In rOOWOY oltcnenand tl _.S.'s to collect ee0lmenr. 2. ra+er 1, la 11991e90+e, .Ire mean, sanceops, met sh II Da as Intl I001ed by TM ape0lt loatlm tOr -I-. Filter Dolls for Ercelon orb Sedlnen+otlm control'. 3. Tna rock filter I- alnenblona Sna11 ce o5 i—C.te. m iM 583P pions. a. Sift slopes should be 211 or flotter. DIOS virnin tl SOfety zone n0o11 nave aiceelopea of fill or f1,++er. 5. taint,',, a min'mm of 1' betSeen top ofOck filter otln year and top of WTOI—' fOr filter duns or—i—nt+r°p5. 6. Filter OOSS ,,Mold be Seb—o o m ninon of f into e.'efing grountl. T. The 'Idimen+— h p forSed ponoing Of inert 10011 —f —I be of iM S. Poch fi lrer OOn 1ype5 2 t 3 Sn011 be S reo wi♦h 20 gauge g1lvo1i2ed :re di One+er te.,gonal oaenir ThSho e oggregole 11 el ceadeon tMrmeah to te(gnT B Op" spe0lfleO. TM ISDI be folceo a elhe u sitle o Ogore le Ontl t l gnt l YSe wed f itself on +he cems__ if ceeua ing . hbg ringS. 'Or in 1M n.6 .—Id be 8ecurltlfortstakeo 10 Tie .tremn ceO pr I- toa.ggregate p stamen}. 3, Sock Gab',na shoo o ce .—I down rite Y,' ... r.bor s+,kee O no Ooub le-tristed M.,gonol weave rIth a nOminO1 mesh opening of % va • . 3 '/• 10. Flow -*let SMu1O be —1* a stool I I— area .......tl_, r—, e+o.l. I1. Tie guicellne5 snows here„ are sugges+ims mlY Ono MY be modified by tM Engineer. PLAN SHEET LEGEND TYM I Rock Filter DOS -- Type 2 Rook Ft lter DOS-- Type 3 Pack F1 liar DOS ­J§F-- TyPe I Rao. Fi INr Dam -- �TaAeanep.mllnTaT2rp.POFawn TEMPORARY EROSION, SEDIMENT AND WATER POLLUTION CONTROL MEASURES ROCK FILTER DAMS EC(2)-16 mVP X w t5 �T­T­'c Z H ro i H Lu w (A Og^gs J O c ¢w3g O Q d v '.o Q 0R gxs cD CC Z S O W U Z w > J O (Y F Z O_j U Q Z W Ow V5 O w LU JSIk 1 N51]GWkt o "11990 MOADAMB TBPE 1W82 SPEC22514 OWNEIUDEYELOPER — R. ZUMm Wab Fl3IENDSWAY DPoVE FORT —.TN. TIXAB y813y C7,05 Ph cm BTB B801 wNecb JWJI R ZUNpA Lu W W :A W J z z Q K z Z E_ �e' minimm Poe l0 sorss el w wood Posts 11 at _ t.00tl a moll Ix ' mmI.;. arose se w no1 z• . a•. g E Noro.00tl moll nave a t Poara ilon or I.S. . ). s• fonna., }n , vreet me sett FOat taoria to 1 top airantl Of in! Yir! .Slop g cenen iw n roes n'.. 'II/1' a maths aP pp minimm of firinms � nog rings. hOq rings w card or x;np or I5•. 11 ee a7 • r Postsn ins re mean eno foori on eno 6 fa uslrpwi evenly Spaced ataplea w wogaen ttlrs IwkeA T-cstee 2' a1pgcts for I postal. a GOl2.vs G4 Sanix0 vlWGl,btl 4in.r)ir*I- IX'Y. M.1 g r Moran qp• Opening size of 2•k e•m Neap 1W.4.)ISee voven mean oPtI_ pefolll FpY Yovan Iilier rmr;e 55 III 6Epp 8° TEMPORARY SEDIMENT CONTROL FENCE Ploce a• to 6• of faeric aW;n,t ♦ ench etas and app imantly z• tt t,enan cotton in the . ran dirxfion. the R ` 4intmm rant e'I !eno 1 be 6' aWwe. V B%kfi Iltantl nano roo.l Fi Its' taori. 5• In. wl.th. SC Tao nT Fence 6ackfl I I A — tom. W EIIUatl Post. N• mi.. kp _ #--:F i�a Anchor i in r . 6. SECTION a-s Nis HINGE JOINT KNOT WOVEN MESH (OPTIONI DETAIL e 21 Galvmized ninge Joint km wauen mean (12.5 GA. SWG Min.) requires a minimm of f ivetnorizantal r ss spaced or mm of 12 1... Scam olid o11 v lca1 wires spaces at a moslnam of 12 inane. op 1. SEDIMENT CONTROL FENCE USAGE GUIDELINES aIidilrenf c e a t1lo Wissfer of o Oisturoeafw dog oycontour to int.... pt aedtlmnr one unofr. A 2 yemeatonn frequency my oe used to ca l cul ote the fIM rote to oe fl !terse Setl;I ado a 4louid oe a zed to filter a n .I— fl- 1h,—h of IW GP4/FT2. Sedlmerf control fence la not neGolmllnGso to control oB on ,ran o o-cin,os Stec larger ,non 2 xree. if GENERAL NOTES ). Ver+ical i inq ;s r,wl,,a on or,!.... weer, soil oist,touting acitvlties nave occurred onlaas Itner —oved. 2. P.11— vertical ttaekinp on slopes to 1—.11 .1.1I1- -11. 3. Provim eloianent with a t k un�corr laps copaole of oroliI linear s llWr iaslans Imoswing o minim!, Of 12 din IMgin by 2' o A" in siotn oy 1/2• r0 2• In OeOth. e s. oo not exceed 12• celween track 111 111iona. S. Install coniittli r T oak ilmrese ions where i mnmm l12" length inoressions are wpemiculartooain! silos or Ulrection of water flaw. I.IaV +111:! DOzlr frocks cralm k It. Porol lel to lnesloae cwllc.r., A, VERTICAL TRACKING L;row soil Ilmraealons. s[bparme,Not TralMMpafelAM eumed TEMPORARY EROSION, LEGEND SEDIMENT AND WATER POLLUTION CONTROL MEASURES S dimani (Inn- Fence FENCE & VERTICAL TRACKING —r EC(1)-16 m la ®Lr. IULI mrslun I �„ w.� I el W I J HAI; w o'.`,N K �I Z $I� z F fro Z w w cc W Q TgAAs 06m��N�c�J a "Pq gxs 10 ¢zJ z Occ W 4 z W > 3 � J O w F_ O� �a Z W OD U) NO w w �LAN�11IENazi/e; MCADAM6 711- IPTWN SPEC22514 OWNERAGEVELOPER JIMN R. .." Was FRIENDNWAY D FONT VIORTN TEKAW TBB] CI.O6 Pn mM) W&N60n OO,IcLJUAN R 2UNK(A z if W m W E =fir HAg 0: hnmhml beplen MBGF sL o N 1 .1 aJ a,., f Imo gth of d y-Nomlrwl eM Brltlge Rall /or payment Nominal entl Rail or payment Nominal begin NBGF length of neetl --v pi de W aminal Rail section -ate 2s-m u-Beam or two IZ� w-seams RrPI - 3e J s-3.O s-3.O s-3`n 4 w-seam spot.—i - — 4 w-Beam Split. m rc Rrp D Max) RYP 6 Naxl j RYP 6 Naxl m p 3-I Sy 3-i iP s-r 5-I 'h• 3-1 0' Z RYE) -I- (ryo) IrYPI j� ITYp) RYpI fTYPI j Q r4 I'll a .it Po51 i 4 w-seam ©I — 4 Rau POM •i—� i © © --r— 4 Red Pasr � i 4 Firn r;axdrail Poel lW�yp�� Vf/table _ __ _.. _____. _._ _� tl 1 B Variable J \ z l 6 s iV AM 36" 1 AM(n 3Y A In '1N TYP) $ all) Rrv) RYpI � � RYPI RYP) RVpI RYPI 1 (Typl jt I I II�NY<4I'4AVMIA0.�YJIMV!as 6:; _ .: II. _. _ '.:--I o. iF. ..11 `: "!' f _ �_ .. �� Gana«.�llan Jdnt ��� _ amala Z% Abut Pr Cortrolled Joint Wln9w11 - wmpwaN Q Z W w �+ s[all a mldmam a{ z cRr AT BENTS WITHOUT AT BENTS WITH imran a mrmmum Pr z CRT sls with drai blxkxgT Imm¢dr'alely AT ABUTMENTS SLAB EXP JOINTS SLAB ENP JOINTS AT ABUTMENTS ridposts with blorkours ;mmed;alely ¢ [�mpp / t bge past as pert lI [M bridge. CRT past as pert 0 A Q 2 _a guardrail erb Heatmeat may pf a guarl end treatment may Q ijy rNs ragPrr.mePr. ROADWAY ELEVATION OF RAIL Pamrr,M,t regpiremem. JC o gwoz OO ANIn, S-A Max a c 0° ! spa[In9lZnerever poszlble = Jorinusenw th nominal 25-0' or -Y W-Bean sections. Symmer y o{�p�sl sPa[Ing on both sitl¢s anL a a p ¢ Z S 5ary p w o OIn[rease Z for sllurtvres wlrn merlay. Z 4 i$s pia x 2 W Hex Head p Y nand unrll Me roP aM W Z 8 `If ASTM-A30)or (FBXBBa/ 1'-p' Ye' 1'-0' OOPotongedges'oil mexW-Be am .agape the Backer �! in one Reguld wash r Bxker PL �r� efxa[ker PIYe snopltl be snug egeins[1z posh. (fe ".) and on. Regulxa TM1en Ilgrvten M+ nut one r¢volu[ion with wrerwh and Ltck er p,J d under Nominal Fxe of Pox 4 ha" .1 x 2 W Hex Head Boll ASTM-A3GJ or 'FBxoBa1 Nom)nal Fate of Ran secure )lh [M sW[ontl nex nut. GTN-Ase3 s W-Beam WasheMdRMg.Ml Washer or (FWCDBa)and one Regular [oc Y pia Hole reMereO in •• <rwrru.,i C J Va' { r I e0 under two nex nuts asTM-A5B3 sr fFxxoeakl. 1 K' ; O PL !µx c x lY with Square Guardrail Washer (FWRoII. _ Q Q wo Hex N w ^ -- O he sNd uP for g" inws4 a Dia hole ond[M [entmrlirle of er W Batker PL— .. w tlimension. Dnll n Barker v6 e W-beam /or milled Past Palnf hole with two roars o� h a -.- - L hi n L._._. ._. zIM-l[n palm [an/arming ro the Item GalvaMzlnp^. I ❑ 4 • wa x I of Prner posts mast Jemain on me <ypmal sPa[iag. Hex Neatl Bolt Post --� w-Beam K Past' -� W-Beam J J ASTN,a GJa � �° C ASTN-ASG3 or r �3 ll�: 4 Lz' Dla x i B` Mex Mead Bolr AST. -AM ar RNXI4a). N (FBX144/ with ,w He+ Nut ASTM-A563 or (FNXI4e). � n The Ose Of this Tailing 15 T,$t,,cted m y 3 4 Post --� I to speeds of 45 mph Or less. I V 4 {• Dia IormeC notes Z I V[ 2 W 4 - w ) lA S V/ S 2 for 11"ia Heavy Hex gsadx Axh., ears sk 1 E Bese LL PL x � ^ 4 x SHEET 1 OF 2 A33s or A441 wiM one NartlLL enetl• Washer and orie Regular n - 4 v Dia Heavy _ Lock Washer pia<ed ;�--;,— —f %• Dia rprmetl nol.s ro Mex Head Anchor -��� ,Take�DaperflneMo/TMtapabeon sranawrx u exeNut ph Hea rY r Rs ASTM-A325 '2 'u H STN-AT63. Dla Heavy Hex Head qA 9 wl[h one r. 'm^ • M gar Bolls ASTN-A3I5 or ened Waaher s m w III III Base PL 21;1 `•' a. wen n. Barnened .ed,W a 1.1 ^ . was WT one an Re war iae waa.r Plaad " + TRAFFIC RAIL it a. n Lo[k Washer Placed under Washer PL Base PL ch Hex Nul Mex Nu! ASTN-A563. �. �y y� ASThHeavy t,"y F-•V�•1 �-i Wxner Pt a 4 e`I 3 a` es.>c art ww RAIL SECTION TRAFFIC SIDE RAIL VIEW TYPE T631LS RAIL SECTION ON a wf./� RAIL DETAILS ON BRIDGE SLAB ABUTMENT WINGWALL MCMAMe TBPE aTBP SPEC22514 OWNER/DEVELOPER FRIE R ZUNNiA W46 FAIENpeWNY DNVE PORT WORT), TeJLke Tear R. ZU C7.07 PA (YlO B A CONeck dUNr R. 2UNNU 29-0' Pr IZ-b' FW-Beam SPlla-•'� 3-1 2 3-145' 3_t {�• P^4W-Beam Splla RIV} RYP) Ryp) 4 N'RyN -T—ia" x 1 Mx' smr[ee i r Holez RYPI i RYPI I 111 111 ------------- W-BEAM ELEVATION a 5pIMe wn RYpI 11 Pr- +V r 4 w-Beam spun y Trallh Dlrecrbn Hea Svlire Bo ASi5QA30) ' 0 Hex NuIwASTM-A563 or (FBBB11. �--I I W-BEAM SPLICE ELEVATION 2 Y 1 (' �Mk'nanan9e —53 x 5.7 AS ­2 m v i I I Base PL�xe xB \\) ASTM-A53B Gr GS pr A5g1 Gr 30.E POST ELEVATION if e F PL iDx BxB A 26r 58.L-453x5.) 4i ASTM-A991 � m I b Bt I i x� I I sme/� SIWtW Holes SECTION A -A ? 8• PL V, 8 RSTM-A36� a 4 rva' ma Yi J�Y Holes 1' C l' WASHER PLATE DETAIL MBGF AND END TREATMENT NOTES: gory I— (MBBF) and/or guard fence end Ileatments. Determim! MBGF leyrh a/ ""' In r[graann wltn the r Resign Mamaal, unless o[nerwlse spe[i/i¢tl. The IMil min'imum MBGF l.' pT neetl .S iif Mi !or an[horing lM ralling is: SGr; BAT plus ii 0/ MBGF, as able. 'RoaewaY Pravitle CRT posts as shown in Iiiiii t' Elevation o1 Rail." CONSTRUCTION NOTES: are o ray P., mus T ES: b unless pNM1enise to f s be erpend![olr �reee0 boaeway g�iaee.r Use epoxy nmrler uMer post eueplares Ir gaps larger Than xM exnl?sea lail anrnorelarail m so d m QIrl[rease r for s[ro[Nres witR overlry. alex(sr o/ a with [his 1.1, Buartl Is nor /1 PL Balker Sj x B x 1'-3'ASTN-A101] CS Cr 33, or SS !! Is renmmenaea to now a Reil LaSbmON wiln rail posts aIM W-beam spline. Fabrinror must ofl a IUM gr QM CS or SS Gr 33 NI Gage a[replaWe/. eraawln�s to lne Engineer for eporoval. iir amfer exposed edges a nil post and backer plNe to approxlmarely Ud by grineir . Shop erawlegs are not ,gWrW for IMs MATERIAL NOTES. BlaonAeSrrMeg-mAl3ear Aae0 nolrsl or 119 oltaelareseiiii'a warner •aM 1— xars . Paw xearr ne. mA. conlorm fo A563 repufremenrs. W-beam must meet the regsire 540,'Metal Mf r.Item Beam Guard F f ex[epr a matllfied in 'ne plans The at B' fNominell IenA.. .-Beamlmus[Ilaveoslpt ea Molest 35Dme part num — Ir o i Ha ewercchave beelne —if HIBIIwaY B 2Ya �Ixd rle wra s e mr will: rerereare. GENsE FAL NOTES: Mi Va r line „as been su[[essfully evalUai DY This -tale [es ro meer MASH ­2 viterla. s 4 $ • a I s9 -1i,i Ceslg- 1. Oe 1- aov opx mutelye1 i. Z-c and redtre[ts me errrM Yem[le. rms rau to ieu h ,. of or eehba Nroar ee9raee, on brle9e5 withun expaasipa e rnaw r m[yemear. Pa nraimag s arM in[erCDanges 1RYYt 'IPe td magW (post and da ageldtposts wlrnna new antlRbase umf� Backer PLl rl-[ post plate Average welBn[ pf ralling wfln no orerlay: 13 pll total. \ PAN i4 ..... ....... ii I I �• � 'TT — SHEET 2 OF 2 _._._ _- i0 .. _._ _._._ h pdFp��am it � DeReMrent of lHlaspabtlm B srdard --- TRAFFIC RAIL ii TYPE T63IL5 ELEVATION prom �wv1a a I�rw• I I BACKER PLATE J U LL LL JUS11N L LINSDOWNE tztsso //� NB a I 4 �LL�LS MGDALIB TINrE 1W83 �aia� �rzaizoz3 SPEC22514 OWNER/DEVELOPER JIMN R. .." —i FRIENDSWAY D FORT WORTH, roue TBB] C%.08 PIL mW Bye-BBDA Ool9eG JUAN R. ZUNM Lu W W :n W J O Z a .z Z EXHIBIT C Certificate of Insurance Tier II Easement Encroachment Agreement Page 12 of 12 Revised 12/2022 Personal Umbrella Policy Declarations Your policy effective date is July 21, 2023 WAllstate. Page 1 of 3 Total Premium for the Premium Period (Your bill will be mailed separately) Information as of August 2, 2023 Excess Liability $354.75 Summary Additional Residence $40.19 Total $394.94 Your bill will be mailed separately. Before making a payment, please refer to your latest bill, which includes payment options and installment fee information. If you do not pay in full, you will be charged an installment fee(s). Your policy premium has been developed using the following information: • 1 Vehicle ■ Supporting Allstate Home and/or Auto Policy(ies) ■ 3 Operators in the household • 1 Additional Residence Discount (included in your total premium) Multiple Policy Discount - Auto and Property 33% Operators in the household* Juan R Zuniga Veronica Zuniga Zalome Zuniga *The operators named are currently listed on your auto policy. If there are any other operators in your household or if any of the operators named have left your household, please contact your agent or producer of record to have your policy updated. Policy Coverages and Limits of Liability Coverages Limits of Liability Excess Liability - Bodily Injury and Property Damage Annual Aggregate Limit Excess Liability - Personal Injury Annual Aggregate Limit Additional Dwelling Rented To Others $1,000,000 each occurrence $2,000,000 during the current policy period $500,000 each occurrence $1,000,000 during the current policy period Not purchased* * This coverage can provide you with valuable protection. To help you stay current with your insurance needs, contact your agent to discuss available coverage options and other products and services that can help protect you. Named Insured(s) Juan R Zuniga, Veronica L Zuniga Mailing address 6745 Friendsway Dr Fort Worth TX 76137-7543 Policy number �4361411641 Your policy provided by Allstate Indemnity Company Policy period Begins on July 21, 2023 at 12:01 A.M. standard time, with no fixed date of expiration Premium period Beginning July 21, 2023 through July 21, 2024 at 12:01 A.M. standard time Your Allstate agency is Josh House Ins Grp 2550 Bobcat Blvd 105 Trophy Club TX 76262 (817) 380-5489 JOSHHOUSE@al Istate.com Some or all of the information on your Policy Declarations is used in the rating of your policy or it could affect your eligibility for certain coverages. Please notify us immediately if you believe that any information on your Policy Declarations is incorrect. We will make corrections once you have notified us, and any resulting rate adjustments, will be made only for the current policy period or for future policy periods. Please also notify us immediately if you believe any coverages are not listed or are inaccurately listed. 0 N 0 0 z co co 0 x r ME Personal Umbrella Policy Declarations Policy number: 14361411641 Policy effective date: July 21, 2023 Required Underlying Insurance Limits Page 2 of 3 You must maintain the Required Underlying Insurance, at or above the limits as shown below at all times for each liability exposure any insured person has. Please refer to the "Required Underlying Insurance" provision of the policy. Coverage Required Underlying Limit Personal Liability - Bodily Injury and Property Combined Single Limit Damage Liability 1. Homeowners, Condominium, Renters, Mobilehome, Manufactured Home or other Personal Liability Policy 2. Incidental Office, Private School or Studio One, Two, Three or Four Family Residential Rental Property - Bodily Injury and Property Damage Liability Automobiles and Motor Homes Motorcycles, Motor Scooters, Mopeds and Recreational Vehicles Personal Watercraft such as jet skis and wet bikes Watercraft Liability Craft under 26 feet and up to 50 horsepower (U.S. horsepower) Watercraft Liability Craft 26 feet and over or greater than 50 horsepower (U.S. horsepower) $300,000 per occurrence $300,000 per occurrence Bodily Injury $250,000 each person $500,000 each occurrence Property Damage $100,000 each occurrence Bodily Injury including Passenger Liability when available Property Damage Guest Passenger Liability (when available as a separate limit) Bodily Injury Property Damage Bodily Injury Property Damage Bodily Injury Property Damage or Combined Single Limit $500,000 per occurrence $100,000 each person $300,000 each occurrence $100,000 each occurrence or Combined Single Limit $300,000 per occurrence $100,000 each person $300,000 each occurrence or Combined Single Limit $300,000 per occurrence $100,000 each person $300,000 each occurrence $100,000 each occurrence or Combined Single Limit $100,000 per occurrence $100,000 each person $300,000 each occurrence $100,000 each occurrence or Combined Single Limit $100,000 per occurrence $250,000 each person $500,000 each occurrence $100,000 each occurrence or Combined Single Limit $250,000 per occurrence (continued) C 0 0 z co 0 x r Personal Umbrella Policy Declarations Policy number: 14361411641 Policy effective date: July 21, 2023 Coverage Employers' Liability - if Workers' Compensation or similar coverage for Domestic Workers is required or purchased voluntarily Your policy documents Page 3 of 3 WAllstate. Required Underlying Limit $300,000 each occurrence $300,000 each employee $500,000 policy aggregate Your Personal Umbrella policy consists of the Policy Declarations and the following documents. Please keep them together. • Personal Umbrella Policy - AS463 • Texas Personal Umbrella Policy Amendatory Endorsement - AS459-2 Important payment and coverage information Here is some additional, helpful information related to your coverage and paying your bill: ► Please note: This is not a request for payment. Any adjustments to your premium will be reflected on your next scheduled bill which will be mailed separately. Allstate Indemnity Company's Secretary and President have signed this policy with legal authority at Northbrook, Illinois. William Hill President 5ZZ -- 15741� Susan L. Lees Secretary O N O Z CO CO O X H