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Contract 38420
irY SECRETArY NTRACT No EASEMENT ENCROACHMENT LICENSE AGREEMENT 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 or duly designated Assistant City Manager, and Hawthorne Park Estates Homeowner's Association, hereinafter referred to as "Licensee", owner of the property located at 6301 — 6375 Elm Crest Court ("Property"). RECITALS WHEREAS, Licensee is the owner of certain real property described as Hawthorne Park Estates, an addition to the City of Fort Worth, Tarrant County, Texas as recorded in Volume A, Page 1896, of the Deed records of Tarrant County ("Property"); and WHEREAS, the City has a 10 Foot wide Utility easement (the "Easement") in the property as shown on the map attached to this Agreement as Exhibit "A" and incorporated herein; and WHEREAS, Licensee desires to construct/place a Stone Screening Fence with Concrete Footer (the "Encroachment") which will encroach onto the City's Easement as shown on the attached survey and only to the extent shown thereon; and WHEREAS, to accommodate the needs of the Licensee, the City will approve allowing 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 the Licensee of the fee set out below and covenants and agreements hereinafter contained, to be kept and performed by the Licensee, hereby grants permission to the Licensee to encroach upon and occupy a portion of the City's Easement as described in and at the location shown Exhibit A. Licensee shall not expand or otherwise cause the Encroachment to further infringe in or on the City's Easement beyond what is specifically described in the exhibit(s) attached hereto.II 04-10-0 9 P03 : 1 p IN 2. All construction, maintenance and operation in connection with such Encroachment, use and occupancy shall comply and be performed in strict compliance with the Charter, Ordinance and Codes of the City and in accordance with the directions of the Director of the Water Department of City, or his duly authorized representative. Prior to the construction of the Encroachment, Licensee shall submit all plans and specifications to the Director or his duly authorized representative. Licensee shall not commence construction of the Encroachment until such approval shall be indicated in writing by the Director. However, such approval shall not relieve Licensee of responsibility and liability for concept, design and computation in the preparation of such plans and specifications. 3. Licensee agrees that City may enter and utilize the referenced areas at any time for the purpose of installing, repairing, replacing or maintaining improvements to its public facilities or utilities necessary for the health, safety and welfare of the public for any other public purpose. City shall bear no responsibility or liability for any damage or disruption or other adverse consequences resulting from of Encroachment installed by Licensee, but City will make reasonable efforts to minimize such damage. Should it become necessary to remove the Encroachment to install, repair, replace or maintain improvements to City public facilities or utilities in the Easement, the Licensee shall remove the Encroachment at the Licensee's expense. The City shall furnish the Licensee with notice if removal of the Encroachment is deemed necessary by the Water Department. Licensee agrees that upon request of City, and within 30 days from the date of such request, to relocate the Encroachment away from the Easement and to restore the Easement to its original condition all at the sole cost and expense of Licensee. 2 The Licensee further agrees that City shall have the absolute right at its discretion to terminate this license or refuse to allow the Licensee to continue to have the Encroachment over, under or across the Easement if the City determines that the Easement is being substantially damaged by the Encroachment, or that the Encroachment otherwise places an undue burden on the operation of the municipal utility(ies) system or in the event the Licensee fails to comply with the provisions of this Agreement. City shall furnish Licensee with notice requiring the removal in a time period as is reasonable under the circumstances. After receipt of such notice, the Licensee shall thereafter immediately remove the Encroachment and restore the Easement to the same condition as existed prior to the installation of the Encroachment. In the event the Licensee fails to promptly remove the Encroachment and restore the Easement within the time required by the notice, the City may remove the Encroachment and restore the Easement and assess a lien on the Property for the costs expended by the City to remove the Encroachment. 5. Licensee agrees to pay to City at the time this Agreement is executed a fee in the sum of Two Hundred Seventy Five Dollars and No Cents ($275.00) to pay necessary fees to record this Agreement in its entirety in the deed records of Tarrant County, 6. 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 HIND OR CHARACTER, ARISING OUT OF OR IN CONNECTION WITH, THE CONSTRUCTION, MAINTENANCE, OCCUPANCY, USE, EXISTENCE OR LOCATION OF SAID ENCROACHMENTS AND USES GRANTED HEREUNDER, WHETHER OR NOT CAUSED, IN WHOLE OR IN PART, BY THE NEGLIGENCE OF OFFICERS, AGENTS, SERVANTS, EMPLOYEES, CONTRACTORS, SUBCONTRACTORS, LICENSEES, ELECTED OFFICIALS OR INVITEES OF 3 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. 7. 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. 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 described Easement and in not a conveyance of any right, title or interest in or to the Easement. 9. 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. 10. The parties agree that the duties and obligation contained paragraphs 3 and 4 shall survive the termination of this Agreement. 0 11. Licensee covenants and agrees that it will not assign all or any of its rights, privileges or duties under this contract without the written approval of City, and any attempted assignment without such written approval should be void. 12. 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. 13. This agreement shall be binding upon the parties hereto, their successors and assigns. EXECUTED this day of , . City City of Fort Worth Fernando Costa, Asst. City Manager ATTEST: City Secretary Licensee By: Name: Steve Morgan Title: Homeowner's Association President Approved As To Form and Legality Assistant City Attorney OFFICIAL RECORD CITYSECRETARy 5 FT. WDRTFI, TX STATE OF TEXAS COUNTY OF TARRANT BEFORE ME, the undersigned authority, allotary/�P�ublic in and for the State of Texas, on this day personally appeared rnaf,6 1.U6 - , 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 b- day of , 20 (� MAMA S_ S�Ng�N�z t�OTAR' STAI.0 OF TI q 2S MY Gomm.� 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 , known to me to be the person whose name is subscribed to the foregoing instrun ent, and acknowledged to me that he/she executed the same for the purposes and consideration therein expressed, as the act and deed of the Grantee, and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF I urary Public it rp STATE OF TEXAS CE this j day is in and for the exas 7 Fall mob an IMM raw 441 ht-p 55Er_ de kq_a fflw Too pp EI aE2 M w CQDo Ism Fi Nw x sF � VU C/]i zy :< 00•y W' a V s as all o g d w w a4 ►'Y'i fly az "l ,. d xxai W' 9F �°o'e MI Pool �z a 4 j " vs < PE 10 l1Yy 6: } ` aoa LLB�F:P .°4g�iy 3a IZ QV -a E=g U @e n as a ° N``z d s¢F l It a Is aa6� d S£ 63 o#$ o: n-cra Nn8 39 a c-?e :g$ Hog$s9 # s 3 sNB i- a d 6"3 ag-' o0a ' t E_; o o - o - ° �Em fi§t 'AM �a S.. So.E 5�- 3 a : ;p'a v- $ b §Is 5B §l #4 o<i� zea e § _ _ f SS= eZ 9Cg6 `4 = ° 1 s a s a a "a °g�§ fig as sa q za="s :: = W° az°. Dr #'°�EgC W a _ n: e5$o Cj 8`" ` .a bagI. a ; # # 3 WES o= °5 0 s=a si x�c sae$ :6' %� o£€O=€ ^gs6 R R _ `i° es a=Eo Is 0 �.& ZJ==96 Z65 . �z`' @ § fit DOE afiEPf�E�ga s. n§ y. 3�� c Ye��eid `; dFFrSpi°q� a SafS�Fd f E. 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Oi WNwm< Zgwma0000 Z ZUZ 00a ,KQ00 m< O3z O0 <dW� 2 {- mU U 0 zw MF z<Wpm 3QW Ow Z o� Ww o x z rcW W �� n '^��o z u Gi U oa am�n.zw zW wx Z=WOw In 3:n Z 3F �nz « ox ra 4�-�;w O 0K O m F�<w6 O~ Ole UWU o oYao0 J �w <O� J FO zw POUF Zi 1 mu Z�r�N mo �o ZO3:um z N O m— 0 O =� 3 m W OF U Oa 6N um3'G W W N U' � n .i < O 0 0 b 0 W WO U N W QQ Zo < U< U j C i O i 2 a z m O< Wo zm �w i mo < i050w OZ N 00 a�Wm aO z mm O W C W Z < O W O Sp�O Jz MN W z o u� o z = U U K Oe W& Oyu Z W wxOUw Uw rc Z OC=F r O ; « 5 Iw O J mUOZ<N< WO w Z WUwnz wo U W < ' p j5 N.Mo ag z m U O ZWdw Wa Zz 0 Z & wno we 2 U K lL60Z U. UM mIFDg M1F Zmm Ow N � O 3 �* z m Src�� 8mu 3s�rWr s 0W= Z�K wzww O LL O m K V �90n i_ o� I-, N lid *mm mumin, I Oil L DATE (MM/DDIYYYY) ;ERTIFICATE OF LIABILITY INSURANCE 03/10/2009 PRODUCER (817)868-7979 FAX (817)267-5223 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION United Risk Consultants ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 201 West Glade Road HOLDER, THIS CERTIFICATE DOES NOT AMEND, EXTEND OR Euless, Texas 76039 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Misty Lynes INSURERS AFFORDING COVERAGE NAIC # INSURED TRW, LP; ROCKWALL SYSTEMS, LLC; RWS INSURERA: Hartford Lloyds (Texas Only) 382S3 611 S. MAIN STREET, SUITE 400 INSURERS: Hartford Underwriters Ins Co 30104 GRAPEVINE, TX 76051 INSURERc: Texas Mutual Insurance INSURER D: Hartford Ins Co /46505295 INSURER E: lT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES, AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR nL TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION OMITS GENERAL LL40UTY 46SBQRI9383 OS/03/2008 OS/03/2009 EACH OCCURRENCE $ 29000, 00 X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENT EDPRFM14;FR (Fa t $ 3WOF0001 CLAIMS MADE � OCCUR MED EXP (Any one person) S 10900 A X Blanket Add' l Ins PERSONAL & ADV INJURY $ 21000100 X Blanket Waiver GENERAL AGGREGATE $ 4 QOQ 00 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP/OP AGG $ 4,000j000 T POLICYF"j PROW LOC AUTOMOBILE LIABILITY 46UEQII3313 10/31/2008 10/31/2009 COMBINED SINGLE LIMIT $ X ANY AUTO (Ea accident) 190000000 ALL OWNED AUTOS BODILY INJURY $ SCHEDULED AUTOS (Per person) B X HIREDAUTOS BODILY INJURY $ X NOWOWNED AUTOS (Per accident) PROPERTY DAMAGE $ (Per accident) GARAGEUABIUTY AUTO ONLY -EA ACCIDENT S ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESSAOMBRELLA LIABILITY EACH OCCURRENCE $ OCCUR ED CLAIMS MADE AGGREGATE $ $ DEDUCTIBLE $ RETENTION S $ WORKERS COMPENSATION AND TSF0001196086 11/07/2008 11/07/2009 X WC sTATU- oTH EMPLOYERS' LIABILITY FR C ANY PROPRIETOR/PARTNERIEXECUTIVE E.L. EACH ACCIDENT $ 100009000 OFFICER/MEMBER EXCLUDED? E.L. DISEASE - EA EMPLOYE $ 11000,000 if yyas,L4L PROVISIONS below describe wider 8 OFFICERS EXCLUDED E.L. DISEASE - POLICY LIMIT $ 1, 000 00 PEC o Contractors Equipment 46MSII8856 05/03/2008 05/03/2009 Leased and rented cont. equip D $ 314,895 $1000 deductible DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT/ SPECIAL PROVISIONS ity of Fort Worth is listed as additional insured as their interests may appear. SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL City of Fort Worth lO DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE Vol Development Department BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY 1000 Throckmorton Street OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. Fort Worth, TX 76102 AUTHORIZED REPRESENTATIVE Roger Cunnin ham ]EFF ACORD 25 (2001/08) FAX: (817) 392-7985 ©ACORO CORPORATION 1988 sTAN a =AS COtr a TARRANT MiNty C NaoUcros Fort Jafil Vn1,rs. Dotq Ise sole env o/ Ue Id'eehl desabN pwagx to ol: BE9e0 a 22.550 a" wet OF land sHaalw h pop Nathan Fwda S rve% Abebad No 123M ana the 2arn F. Haoq kwADaDago of Fat srlh Tarrant :ovnix Tnas4 rdd 2also�IOI �A highly mar padkdaly described by illegal ad bends• a faosc Seats aWO f UM VW Men F of 1ha sougaat M of BahP. Gb Souq and Us nargefa/ line a &psl kJn tad: 111aA.E Nafq M' 3C Or Nal it" soN aa+Und Bto of Dif OFfve SpIF a "N of 17159 fed to the beyhnfi/ of a oune to the Hot shoo a sadn of 71IN lost 1140FCE a hive to his root and sold w idt"d Me as as Wastes l4A of Feeand hohhp a gal dad btahll Nate 31- 41• N- Wed • domes of 9a22 feet to the bo0nalo of a chase to the left honing • redly of 644,0q 21111)1f2 it" wid pars to the bill flat eaO aaVUYest M a as distance a 4nOl iwt and a We eNard etch bees fbU 29. 39W Moll ilaw Mt to a 5/rf Na ph Ms as stamped •0rhsaay Assn: at the PANT OF BEa,11FC THENCE SaoU 32' 51' El' Mast, a dsLnea of 473.S7 het to a 51W ha pts Will cal stmpa •wnm,ny Aafal: (NONE Harlht BY 41• IB- a t a tklona OF 97000 feet to a 5'W lean Ph hAlh cos stadia •OAmwy Aaser' at a Pohl of hllaew0a is the post bpmday A:s or wo l4la Mdlbh a eddibh Is the W y of red Yvbs acoaM,t9Tttntho •bt Mrwvded a Vdum W-W, Pole 15% B2 t 53. b«a loolegard%pdho otoa%las'a•wfooapVe.ma dlhg IItIDaDE aofi w.a post doing Me hagdwnad 0+.i Ac of be monotheist arna of gat 1, 9od: 1, ELn Cod Addlba DEHCE dwy Ue swtmdy the$ a said 13n but Atdlkn Us Ing choose aM 6dateoe Nora to W Oar Ea3L a dslaa a 5J'_99 hat; Ffarth M' 30' OY tout o dataco of :72116 Fist Who 12' AV M% Yost, a dstaa of 62113 fast N>U y2• l4' OT East, a "ar%ce of 2SOW het IIaU to- 14. Or Eat, a dslotca a 52.E0 Fool to a Sle been Mn still cap starpoa h Ue southeast the of baahe Olive Saulo TENCE Sara 35' 30' CO- Eat da9 odd saUswt M a detente of 115".10 M\ to ux heyhl:on9 of a chive to the Hot soFq a fedrn a B4CM feat THENCE almy sold diva• and fast aeuthresl the of Baas frM Swifts an are posphat of 45-24 het and ha.h9 a Fah• Ohara headed SouU 3S 2r 55• Ecot a ddana of 45.73 Feet tin the PANT OF 8F4�YMHO as toaa.hq N2,265 e4vae Fitt Or 21.S50 0vu of luhd NOY 11EIBFMf PION ALL fag BY THESE f45CMS ' 1HAi XaeUchm Fye4laJohl VnInR enr of of spa,• dawl6ed Its plantoe ooks sln ie b o9mm ace° os oon npwniop Lets I - 30A tl 2 toll 1 -15, 9atY 3 HOMarN F" Estates, a coattail to the City of Fad MMes Tarot Canty. Tisch and ono dodald to the e+gik are the alreell ad "rants as .Man thence. "bout under my hahA Dda Mo lipey a xP Ah I1114 THE siAlE OF IEYAS IE. id � ar{,Rta ��t Inr fuAa h ad gases icanmfsi,e 0w�od ��hi ii �a oUePgwet n ad tl9cd fY s6a amF 4m P-?se9y /�•o/ a1521 Ip1DEA NY HN10 MO SW. IY ORNX 1lDS lM d1\ aY 1 •:OIE: rus .ran mcusessu . , � �a ' Pu or _ SIA4...4n xaar nac efie a Texas My Ecmvkafih Egeec t�&! plarrieol Nelmsy -_— ate wa M oaf is.use .•t:riTE:� a 1 pAwrh sever rpov0e eoensP _ffg i 'i arm ma. men �es..a i I prilleff ffllcrKr�a�e: We cows,e,.w r. 16- -- ss.rr w.:,ma. Wallissesrwaamss - "tea sse.. m •� - - - -- --wo ---- - - I .._7 IIIIET FOR AI ""N am Wh� sales �AM • f ud _« Jat Islas rtaml.a,b.,.rAa,,. ,rNNar.,� ia w•a,vrr,.rarrav NFISH .d. a ask gas , � fay..: m IF whoIs wwlt ;•W:er xydaM ardteInvest °ai`.H aBo as samrr ar. Mite H.a :. 00k _ aM e.4 rose areehe°ai..re 114 ar.H r..xe .a+:t w anaae roe are �n sM w eve'- _ a tee vex ��� aP.a�.d.a..h.., AA.xtwa�tmh P.a. rasa von_,., --..,..w------ . -- --- - ---- �.N2..ea,...�:lA.da.d.,ww. Fiwa.. w � �~ ay d rat ewe. ea �as,drarigolsq ° w +tl Y ny q a4iil4r �IaYF� as WE as wy � ad .H•e.wae.aw air 'i uor wo �'ma. 71 Plfw�t �r.OPEN ®SPACE RESTRICTION v aver t>�roBr��, owls :may:•' .': ..1!'_j. �: DUNAWAY ASSOCIATES, Inc IXisd 2®6flaPW0af3a"'ir, tBatallying w exPa�U.Tsru(s�y)ns�°->E3� �sv-else 1NQQ.��GVV u FINAL PLAT OF 1 THRit 29I BLOCK 2 1 THRU 15, BLOCK 3 LOT Be BLOCK I HA�VTHORNE PARK ESTATES AN ADDmoN To THE CITY OF FORT WORTH, TARRANT COUNTY, TEXAS 97TUA7ED IN TBE NATILW PROCTOR SURVEY , ABSTRACT NO, L230 IOHN F. HEATH SURVEY ,. ABSTRACT NO, 641 FEBRUARY 1994 45 LOTS 22,550 AC, T16s PLAT fllfD a cAean_s(_, smE xnliile. MIE. I all rll 5.5re 11" 11r Zia 5.5re 11" 11r Zia EXPANSION JOINTS rY SPACED AS RED, SEE SECTION FOR ROD SPACING. .SEE SECTION FOR DETARS. �■I■■���■■ate■■■■�� `jays o 12•oc. `p's o 1xoc. A ELEVATION (TYP) STEEL PRESSURE PLATE W/ 3/80 HEX NUT m WASHER 3/8.0 HIGH TENSION ROD WMIN. 60 KSI YEILD '-0' O.C. (TYP) OTF11 TYPEN:MO*14 ORTAR DESIGN 1, WIND LOADS — IN ACCORDANCE WITH 2O03 IBC, BASIC WIND SPEED : 9OMPH EXPOSURE CATEGORY: B IMPORTANCE FACTOR: 1.0 2. SEISMIC LOADS: NONE GENERAL CONCRETE NOTES: 1, CONCRETE WORK SHALL BE EXECUTED IN STRICT ACCORDANCE WITH THE LATEST AMERICAN CONCRETE INSTITUTE BUILDING CODE ACI 318. 2. CONCRETE SPECIFICATIONS SHALL BE AS FOLLOWS: LOCATIONS -ALL 28 DAY STRENGTH = 3000 PSI AGGREGATE = HARD ROCK SLUMP TEST = 3' TO 5' 3. JOB SITE CONDITIONS SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO THE FABRICATION OF MATERIALS, 4. ALL CONCRETE EXPOSED TO THE WEATHER SHALL HAVE 5R TO 6R AIR ENTRAINMENT. 5. CONSTRUCTION JOINTS, WHEN NECESSARY, SHALL OCCUR NEAR THE NIDOLE OF THE SPAN UNLESS A BEAM INTERSECTS AT THIS POINT, IN WHICH CASE THE JOINT SHALL BE OFFSET A DISTANCE EQUAL TO TWICE THE WIDTH OF THE BEAM. ENGINEER SHALL APPROVE PROVISIONS FOR TRANSFER OF SHEAR AND OTHER FORCES THROUGH THE JOINT, GENERAL REINFORCEMENT NOTES: 1. ALL REINFORCEMENT SHALL CONFORM TO ASTM A-615 GRADE 60. MORTAR JOINTS W/ UDDER 2' •� LREO, COURSES k EVERY WRSE AFTER U.N.O.l;c tR:0'4HURRI-BOLT COUPLING 4/ CENTER STOP TO OR EXCEED IBC CODE OR SPLICING. FOOTING 12" INTO 5URBED SOILSHURRI-BOLT 6'3/8"0 ANCHOR BOLT 0 i2' O.CEW. 's EQUALLY SPACED nSECTION (ALT) 4" WALL REINFORCING STEEL SHALL BE DESIGNED, DETAILED, FABRICATED AND PLACED IN ACCORDANCE WITH THE LATEST ACI 'MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES (ACI-315) AND THE CRISI "RECOMMENDED PRACTICE FOR PLACING REINFORCING BARS".LATEST EDITION, SPLICES IN REINFORCEMENT SHALL OCCUR AT POINTS OF MINIMUM STRESS AND LAP 30 BAR DIAMETERS MINIMUM UNLESS NOTED, MINIMUM CONCRETE COVER FOR REINFORCEMENT SHALL BE AS FOLLOWS: GRADE BEAMS ... 3" FROM BOTTOM .,. 2" FROM TOP AND SIDES PRONDE CORNER BARS AT ALL CORNERS AND INTERSECTIONS SAME SIZE AND SPACING AS LARGER REINFORCEMENT. SUBMIT SHOP DRAWINGS TO ENGINEER FOR APPROVAL PRIOR 70 FABRICATION OF MATERIALS, The SNI eppeerYg pn ihK dp[urcnt ns ouU�orUed by Tony R (Ntress, PF. e72/t'9 M Dx'2a-Za� (RKprd Copy On Ne) Ihis�dxwnt roy rol be cbrgetl y fosHan rithaut perr:s4on � lron mny H I7adess. PL v u s0 CD a aAA C E C C � W 41 L L U STALE 6 TE%AS MIEFfIr W TARRN,T 94RE4 Hawthorne PH hYll Vrlia4 bplp Ina fda amner al Us Idawhq dssvEN paperly, to 0: 6Ea16 a 22550 care lrwt are hand Ctua1N h the NeUw Procter Sony, Ababeel Na 1250, etl ths A.M C. Haa,h S+a9y Abobeel No 6411 MY lCal Math. Torrent Cuunt}} Tons, feed 22560 we beer of lord wfiq mare predwarly dEswEW by males wd bands as laCowc South am lnaUwal We of pp t bvh Roark al BaaYf PM WENCE North 15' W OW Mal daaqq N «ulhnsl Fe of away* plop Seth a dWa«s of 17159 Issl to the bplanhlq of a earn to %a flight hadrq a regime ar 712431 Net twacT dw o esk can to %e right and add awneast Fa are are Maws of 24.71 test and Ae.4q I" dwea d bxq Nwu Dr U' W asset a aetrwe ar 91.Tx last to the be9mhq of a curve to W wn Iwhq a aware at 644.6p HEIR d" NEW wan to the NR mtl sail sorthwrl was w we dslance f ea01 test and a awl dad «wgi bens tlath 29' S9'OS' Nest. 41Xrr Net to a 5/ar Psn ph obe cap slarnPel-r.eaway Aleac.- at the MIT eC BE0IMNK. 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YewL. ah a. "Mrow Nor my ..taw wu...rw .e roe. w.a eW. .w affir epm. F9as rwFlgi ago e+ yM�, 6iof Or Edge bd � hr�.�ee�,: tl ,raw ..+ Y� l,":.w�l 6. r=80 �mOPEN mSPACE ew con, ON for a GIY fJ'fORi �iH, RIUS ------- DUNAS9AY ASSOCIATES, Inc. IXIpOa®O - 194s]Nq - MYaYOB t 1®aWC mlLlf, 9111ft6 l00 M(NET)s96C141 1�_ n1 TN29-91% T FINAL PLAT OF LOTS 1 THRLt 29, HLOCK 2 LOTS 1 THRit 15, BLOCK 3 LOT B, BLOCK 1 HAj'YTHORNE PARK ESTATES AN ADDRION TO THE CITY OF FORT 110RTH, rARRANr couNTY, T®ns artuAteD Ix tars NATHAN PROCTOR SURVEY ABSTRACT NO. L230 JOHN F. HEATH SURVEY ,. ABSTRACT NO, 241 FEBRUARY 1994 45 LOTS 22,550 AC, IHS RAT illffl N CA6e1Fi_&, RIX N0.lJlr. M1E. „EE ® tt � 'Je C� 22 EXPANSION J ED. rC SPACED AS RED. SEE SECTION FOR ROD SPACING. SEE SECTION FOR DETAILS. \- �■I■f���■���■■■■tom' /4's 0 121O.G \-/4's O 121O.C. /1 Si ELEVATION (TYPE v DESIGN U 1. WIND LOADS - IN ACCORDANCE WITH 2O03 IBC. m BASIC WIND SPEED : 90MPH B e_„ EXPOSURE CATEGORY: B Lf) o g IMPORTANCE FACTOR: 1.0 s' IjI 2. SEISMIC LOADS: NONE c e GENERAL CONCRETE NOTES: raj y� 1. CONCRETE WORK SHALL BE EXECUTED IN STRICT ACCORDANCE WITH THE LATEST AMERICAN CONCRETE INSTITUTE BUILDING CODE ACI 318. 2. CONCRETE SPECIFICATIONS SHALL BE AS FOLLOWS: CO LOCATIONS - ALL 28 DAY STRENGTH 3000 PSI LLJ AGGREGATE = HARD ROCK L SLUMP TEST 3' TO 5" V) c 3. JOB SITE CONDITIONS SHALL BE VERIFIED BY THE CONTRACTOR i) PRIOR TO THE FABRICATION OF MATERIALS, 4, ALL CONCRETE EXPOSED TO THE WEATHER SHALL HAVE STEEL PRESSURE PLATE W/ 5% TO 6R AIR EN7RAINMENT, L) 3/800 HEX NUT & WASHER 5, CONSTRUCTION JOINTS, WHEN NECESSARY, SHALL OCCUR NEAR THE MIDDLE OF THE SPAN UNLESS A BEAM INTERSECTS AT THIS POINT, 3/B"O HIGH TENSION ROD IN WHICH CASE THE JOINT SHALL BE OFFSET A DISTANCE EOUAL TO W/ MIN. 60 KSI YEILD TWICE THE WIDTH OF THE BEAU, ENGINEER SHALL APPROVE PROVISIONS O 4'-0' d y O.C. (ttP) FOR TRANSFER OF SHEAR AND OTHER FORCES THROUGH THE JOINT. S TYPE N GENERAL REINFORCEMENT NOTES: e4'1..i MORTAR 1. ALL REINFORCEMENT SHALL CONFORM TO ASTM A-615 GRADE 60. L MORTAR JOINTS W/ LADDER 2• REINFORCING STEEL SHALL BE DESIGNED, DETAILED, FABRICATED REINF, O FIRST COURSE , AND PLACED IN ACCORDANCE WITH THE LATEST ACI "MANUAL OF TOP 2 COURSES & EVERY STANDARD PRACTICE FOR DETAIUNG REINFORCED CONCRETE 3RD COURSE AFTER U.N.O. STRUCTURES (ACI-315) AND THE CRISI "RECOMMENDED PRACTICE FOR 7 J��e�` PLACING REINFORCING BARS",LATEST EDITION. i 1,� Q1 L( 3. SPLICES IN REINFORCEMENT SHALL OCCUR AT POINTS OF MINIMUM STRESS AND LAP 30 BAR DIAMETERS MINIMUM UNLESS NOTED, 3/8"0 HURRI-BOLT COUPLING 4. MINIMUM CONCRETE COVER FOR REINFORCEMENT SHALL BE AS FOLLOWS: NUT W/ CENTER STOP TO MEET OR EXCEED IBC CODE GRADE BEAMS ... 3" FROM BOTTOM RED. FOR SPLICING. ... 2" FROM TOP AND SIDES EMBED FOOTING 12" INTO /5. PROVIDE CORNER BARS AT ALL CORNERS AND INTERSECTIONS SAME UNDISTURBED SOILS SIZE AND SPACING AS LARGER REINFORCEMENT, HURRI-BOLT 6. SUBMIT SHOP DRAWINGS TO ENGINEER FOR APPROVAL PRIOR _ ^ 3/8"O ANCHOR BOLT TO FABRICATION OF MATERIALS. N 1 j J I�'/, (4)/4's EQUALLY SPACED )SECTION (ALT� 4" WALL nr zeal ooneoruq an ilia tlocvent .es outlnr6ee 6y Tmy x WlMess, PE. 172K9 � 02-2X-2009 leecaJ .oAy m Ne1 IHs dawnt try got a aeryee iy fe"lion rithout a� reey x o+s.::, Pi