HomeMy WebLinkAboutEasement - Cowards Creek - GCCDD - John Maisel f NEM 11Ir m 11ui 2013026872 21 PGS Notice of confidentiality rights: If you are a natural person,you may remove or strike any of the following information from this instrument before it is filed for record in the public records: your Social Security number or your driver's license number. EASEMENT AGREEMENT Grantor John Maisel Grantor's Mailing Address 222 Shadwell Lane Friendswood, TX 77546 Grantee. Galveston County Consolidated Drainage District, a political subdivision of the State of Texas Grantee's Mailing Address: 1605 Whitaker Dr Fnendswood, TX 77546 Grant of Easement 1 For the consideration described in Paragraph 2 below, Grantor grants to Grantee an easement and right-of-way upon and across the property belonging to Grantor described in Exhibit"A" attached hereto (the"Drainage Easement") Consideration 2. The easements described in this Agreement granted in consideration of the Grantee's payment to Grantor of the sum of Ten and No/100 ($10 00) Dollars, and other valuable consideration, the receipt of which is acknowledged Character of Easements 3. This instrument grants easements in gross Access Easement 4. Grantee may access the Drainage Easement by crossing the property located along Cowards Creek owned by Grantor from any public or private road or other easement to which Grantee has access (the "Access Easement") Additionally, while any construction, repair or maintenance (collectively, "Work") activities are ongoing Grantee will stay within the granted Drainage Easement On completion of the Work, Grantee shall replace and restore all fences, bridges,paths, or other structures that may have been relocated or removed during the Work. Purpose of Drainage Easement 5. The Drainage Easement and associated rights and privileges shall be used only for the purpose of placing, constructing, operating, repairing, maintaining, rebuilding, replacing, relocating, and removing drainage improvements, including without limitation ditches, ponds and culverts All work and materials will be at the sole expense of Grantee Duration of Easements 6 The Easements shall be perpetual. Warranty of Title 7 Grantor and Grantor's successors and assigns are and shall be bound to warrant and forever defend the Easements and the rights conveyed in this instrument to Grantee and Grantee's successors and assigns, against every person lawfully claiming or to claim any interest in the property covered by the Easements. Exclusiveness of Easements 8 The Drainage Easement and associated rights and privileges is exclusive, and Grantors covenant not to convey any other easement or conflicting rights in the area covered by the Drainage Easement Insurance 9. Grantee shall maintain workman's compensation and liability insurance covering Grantee for claims arising from or related to ongoing Work Maintenance 10. Grantee shall maintain the Drainage Easement at Grantees's sole expense, and Grantee may remove any trees, shrubs, vegetation or other encroachments which interfere with Grantee's use of the Easements for the purposes set forth herein The only trees, shrubs, vegetation will be remove within the granted Easement. If additional trees need to be removed the property owner approval is required. Rights Reserved 11. Grantor retains, reserves, and shall continue to enjoy the use of the surface of the Easements for any and all purposes that do not interfere with and prevent Grantee's use of the Easements. Entire Agreement 12 This Agreement contains the entire agreement between the parties relating to its subject matter. Any oral representations or modifications concerning this Agreement shall be of no force and effect. Any subsequent amendment or modification must be in writing and agreed to by both parties Dispute Expenses and Attorneys' Fees 13 If any controversy, claim, or dispute arises relating to this Agreement or its breach, the prevailing party shall be entitled to recover from the other party reasonable expenses, attorney's fees, and costs. Assignability and Binding Effect 14 This Agreement and the rights, privileges, and duties set forth herein shall be assignable This Agreement shall bind and inure to the benefit of the Grantee and its successors and assigns, and the Grantor and its successors and assigns Choice of Law 15. This agreement will be construed under the laws of the state of Texas,without regard to choice-of-law rules of any jurisdiction Venue is in the county or counties in which the Easement Property is located. Counterparts 16. This agreement may be executed in any number of counterparts with the same effect as if all signatory parties had signed the same document All counterparts will be construed together and will constitute one and the same instrument Waiver of Default 17 It is not a waiver of or consent to default if the nondefaultmg party fails to declare immediately a default or delays in taking any action Pursuit of any remedies set forth in this agreement does not preclude pursuit of other remedies in this agreement or provided by law Further Assurances 18 Each signatory party agrees to execute and deliver any additional documents and instruments and to perform any additional acts necessary or appropriate to perform the terms, provisions, and conditions of this agreement and all transactions contemplated by this agreement Equitable Rights of Enforcement 19. This easement may be enforced by restraining orders and injunctions (temporary or permanent)prohibiting interference and commanding compliance Restraining orders and injunctions will be obtainable on proof of the existence of interference or threatened interference, and will be obtainable only by the parties, to or those benefited by,this agreement; provided, however,that the act of obtaining an injunction or restraining order will not be deemed to be an election of remedies or a waiver of any other rights or remedies available at law or in equity. Legal Construction 20. If any provision in this agreement is for any reason unenforceable, to the extent the unenforceability does not destroy the basis of the bargain among the parties,the unenforceability will not affect any other provision hereof, and this agreement will be construed as if the unenforceable provision had never been a part of the agreement Whenever context requires,the singular will include the plural and neuter include the masculine or feminine gender, and vice versa Article and section headings in this agreement are for reference only and are not intended to restrict or define the text of any section. This agreement will not be construed more or less favorably between the parties by reason of authorship or origin of language Notices 21 Any notice required or permitted under this agreement must be in writing. Any notice required by this agreement will be deemed to be delivered (whether actually received or not) when deposited with the United States Postal Service,postage prepaid, certified mail,return receipt requested, and addressed to the intended recipient at the address shown in this agreement Notice may also be given by regular mail,personal delivery,courier delivery, facsimile transmission, or other commercially reasonable means and will be effective when actually received. Any address for notice may be changed by written notice delivered as provided herein EXECUTED this 011 day of D coo toes- , 2012. - , at Fnendswood, Texas G NT By: 0;A-in o.. c . 4 ITS d6.lb r.,-JQ, <,'Ax..in¢.-i-/ GRANTEE GALVESTON COUNTY CONSOLIDATED IDRAIN GE DISTRICT ieda- By• Harold Whitaker Its: Board President STATE OF TEXAS § § COUNTY OF GALVESTON § BEFORE ME, the undersigned� authority, on this day personally rrappeared -TQ uu t.,, ( fG..; SAX , 2 ry , 144400./rl l4 , ) of �r i .,n rd.e c(ao a& 77.'„ known or proved to me on the basis of satisfactory evidence 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 stated GIVEN UNDER MY HAND and seal of office this #2±A day of 0 eicobar , 2012— Notary Public, State of Texa ,qvr RHONDA I.. SYKES 1' = Notary Public.State of Texas My Commission Expires '+'�: May 06, 2016 STATE OF TEXAS § COUNTY OF GALVESTON § BEFORE ME, the undersigned authority, on this day personally appeared Harold Whitaker. Board President of Galveston County Consolidated Drainage District known or proved to me on the basis of satisfactory evidence 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 stated. GIVEN UNDER MY HAND and seal of office this i 3 day of o vc,v,.b.tr-- 201 1- e Notary Public, State of Te as tests RHONDA 1.SYKES Notory PubMc.State of Texas .4a' )- My Commission Expires May O6, 2016 Exhibit A (Legal Description of Easement Area) Proposed easement agreement with property owner John Maisel located at 222 Shadwell Lane, Friendswood,TX 77546 October 23, 2012 1. The district will need to remove approximately 25 trees,elms,oak, hackberry, ash, pecan Owner wants district to replace and plant with 25 trees located in his yard or City Park in the amount not to exceed $4,750 00 in tree replacement 2. Credit the property owner for mitigation for future projects at his residence.The mitigation would be accounted for in the area that the District will shelve along Cowards Creek. 3 When improvements are completed make sure there is a flat area for walking 4 The District will protect the green screening from 10 foot from woods edge GCCDD will have a survey performed and attached with the correct easement boundary This proposed easement agreement will need Board approval.Once we have all the details worked out I will place this easement agreement on the agenda for Board approval.If you should have questions please don't hesitate to call. Pro rty Owne Signature GCCDD's Signature GALVESTON COUNTY CONSOLIDATED DRAINAGE DISTRICT 1605 Whitaker Dr Friendswood,TX 77546 Phone 281-482-0404 Fax 281-482-8505 RIGHT-OF-ENTRY/CONSENT TO ENTER PRIVATE PROPERTY TO PERFORM MAINTENACE AND REPAIRS I, John Maisel of 222 Shadwell Lane in the City of Frendswood,Texas,agree to hold harmless the Galveston County Consolidated Drainage District (the District)and give them permission and entrance onto my property for the sole purpose of performing maintenance and repairs along drainage creeks Scope of Work: Remove approximately 25 trees and brush from 10 foot of edge of existing wood line Improve slopes Shelve the area along Cowards Creek Improve area to have a flat dirt walking area When job is completed all disturbed areas will be hydra mulched. Install cable posted with no trespassing signs Any item not listed in this agreement will require property owner's prior approval for any work that occurs within easement area Sign t e of Pro rty Owner L\O - Si 9 -310a Phone Number l 0 - 2-'C: - ZO t 2J Date �. 10l21( 0/2- CCDD Representative Signature/Date EXHIBIT"A" 0.9489 ACRE OUT OF LOT 12,BLOCK 5 FRIENDSWOOD SUBDIVISION FRIENDSWOOD, GALVESTON COUNTY, TEXAS All that certain 0.9489 acre being out of Lot 12, Bock 5, Fnendswood Subdivision according to the plat thereof as filed in Volume 238, Page 14, Galveston County Deed Records, Friendswood, Galveston County, Texas and being out of that certain tract as described in a deed dated 06-10- 1997 from Craig Van Der Smissen to Charles John Maisel, Jr. as filed in the Official Records of Real Property of Galveston County at Clerk's File Number 97-21650 and Film Code Number 011-83-2579 and being more particularly described by metes and bounds as follows (Bearings based on the recorded plat of the Replat of Chappel Hill as filed in Plat Record 18, Map Number 74 Galveston County Map Records); Commencing at a found 3/8" iron rod marking the west corner of Lot 13, of said Block 5 and the north corner of said Lot 12; Thence S 43° 36' 20" W — 147.38' with the northwest line of said Lot 12 to a set 1/2" iron rod with cap (stamped C.L. DAVIS —RPLS 4464) marking the POINT OF BEGINNING of herein described tract; 1. Thence S 85° 53' 33" E — 27.32' to a set 1/2" iron rod with cap (stamped C.L. DAVIS - RPLS 4464) for corner, 2. Thence S 69° 41' 57" E — 245.34' to a set 1/2" iron rod with cap (stamped C L. DAVIS - RPLS 4464)for corner; 3. Thence S 24° 54' 55" E — 51.05' to a set 1/2" iron rod with cap (stamped C.L. DAVIS - RPLS 4464)marking the point on a curve to the right having a radius of 55.60' and a central angle of 104° 55' 47"; 4 Thence with said curve an arc distance of 101.82' and a chord bearing and distance of S 30° 23' 46" W — 88.17' to a set 1/2" iron rod with cap (stamped C.L. DAVIS — RPLS 4464) for corner; 5. Thence S 41° 01' 46" W — 11.13' to a set 1/2" iron rod with cap (stamped C.L DAVIS — RPLS 4464) for corner; 6. Thence S 02° 41' 29" E — 46.09' to a set 1/2" iron rod with cap (stamped C.L. DAVIS — RPLS 4464) for corner; 7. Thence S 71° 47' 55" E — 38.12' to a set 1/2" iron rod with cap (stamped C.L. DAVIS — RPLS 4464)for corner; 8. Thence N 88° 35' 47" E — 54.26' to a set 1/2" iron rod with cap (stamped C.L. DAVIS — RPLS 4464) for corner; 9. Thence S 77° 08' 08" E — 187.21' to a set 1/2" iron rod with cap (stamped C.L. DAVIS — RPLS 4464) for corner; 11-1024 Drainage Easement 10. Thence S 46°23' 36"E—76.46' to a point for corner; Thence the following 18 courses within the centerline of Cowards Creek (The metes and bounds within the vesting deed filed in Galveston County Deed Records at Clerk's File Number 97-21650 called to go along the top bank of creek The called meanders now fall approximately along the centerline of creek) 11. Thence S 68° 27' 57" W—39.17' to a point for corner; 12. Thence S 89° 10' 46"W—26.70' to a point for corner; 13. Thence N 59° 57' 39" W—27.88' to a point for corner; 14 Thence N 53° 50' 20" W—34.55' to a point for corner; 15. Thence N 77° 41' 07" W— 128.81' to a point on a curve to the left having a radius of 26 76' and a central angle of 141°23' 36"; 16. Thence with said curve an arc distance of 66.04' and a chord bearing and distance of S 32° 08' 59"W—50.51' to a point marking a point on a curve to the right having a radius of 26.90' and a central angle of 125°45' 18"; 17. Thence with said curve an arc distance of 59.04' and a chord bearing and distance of S 67°28' 16" W—47.89' to a point for corner; 18. Thence N 74° 56' 13" W — 12.95' to a set 1/2" iron rod with cap (stamped C.L. DAVIS — RPLS 4464)for comer; 19. Thence N 34° 38' 08" W — 44.42' to a set 1/2" iron rod with cap (stamped C.L. DAVIS — RPLS 4464)for corner; 20. Thence N 30° 32' 39" W — 52.09' to a set 1/2" iron rod with cap (stamped C.L. DAVIS — RPLS 4464) for corner; 21. Thence N 25° 08' 58" W—48.22' to a point on a curve to the right having a radius of 70.80' and a central angle of 58°03' 42"; 22. Thence with said curve an arc distance of 71 74' and a chord bearing and distance of N 23° 00' 58"E—68.71' to a point for corner; 23. Thence N 55°06' 18"E—70.59' to a point for corner; 24. Thence N 00° 51' 07"E— 19.96' to a point for corner; 25. Thence N 23° 21' 48"W— 19.96' to a point for corner; 26. Thence N 70° 16' 50"W— 176.47' to a point for corner; 27. Thence N 71° 39' 55"W—57.27' to a point for corner; 11-1024 Drainage Easement 28. Thence N 79° 29' 21"W—43.76' to a point for corner; 29. Thence N 43° 36' 20"E—37.34' to the POINT OF BEGINNING and containing 0.9489 acre (41,332 square feet) of land more or less. This metes and bounds description is accompanied by a separate plat, drawing or exhibit per Texas Board of Professional Land Surveyor's "General Rules of Procedures and Practices" Section 663.19(9). Compiled by: C.L Davis & Company Job Number: 11-1024 Drainage Easement 04/09/2013 11-1024 Drainage Easement .Q4 10'U.E.(BK.18, MN. 74 GCMR) REPLAT OF CHAPPEL HILL PLAT RECORD 18, MAP No 74, G.C.M.R. BLOCK 2 LOT 3 25'BUILDING UNE / \ e. CHAPPEL HILL DRIVE , (R/W VARIES) wrEIE>E / r�voar t wtET 25'BUILDING LINE \ LOT 6 I11 I CLEAR CREEK I \ DRAINAGE DISTRICT R.O.W. (DETENTION BASIN LOCATION) I ç q‘ 10'U.E.(BK.18, MN. 74 GCMR) 4F -I. 2 LOT 6, BLOCK 5 HARVEY & STOUT SUBDIVISION ( Vol. 315, Pg. 280 G.C.D.R. ) FRIENOSW000 CHAMBER OF COMMERCE ro CITY OF FRENOSWOOD VOL 2171, PO. 661 OCOR 3-11-1970 CALLED CENTERLINE OF COWARDS CREEK PER ''.1n% (9322359 008-94-1216) Stc4e KITTEN LTO ECATE tiea CHARLES L. RUSSO, ET UX S. (9322359 008-94-1216)\ • ��/ 05-18-1993 a1EiazM3a'�w o N 43'35'00 L 17 P.O. : SET 1/2" I.R. w/CAP \ S 43'36'20" — 147.38' L 33 S 85'53' ' £ L l 27.32' \ � : SET I.R. \ Vet \ \ �� \ r\ 4' CALLED CENTERLINE +� :TFD \ wa OF CREEK OF CHAPPEL HILL REPLAT \ii, 'A" , PLAT RECORD 18, \ sf % 1P\ MEANDERS OF NORTH BANK OF , MAP No 74, G.CM.R. \ I ' \ COWARD'S CREEK PER �\ (97-21650 011-83-2579) & �F`\ (94-53940 010-14-2113) lg%\\I \W)I 4\1;, r v v �, 4- 1010 �� 4- n \ \ �T osa 0 4 \ g.N3W28'19' E \l.I\ \ aao 82.00 ` tt i N \-'\ s SP "e°° 4 / LEAR CREEK A\ \ D 7 ORM4AGE aslmvr ' '( ' / R.O.W. • V y 40 _. PLAT R 18, AMP No 74, G.C.M.R. �'S8.81,,T t_ill V �---- `�0 SET%cc Ft/CAP t" I.R. 3 / " \\ � �E. i / 4 &Later ‘ 6.. ...... ., iv k. \\\ / / -@�Nc\ / SEf 1/2" I.R. I / " I?/p '/ / IL S 1�/P2" I.R.ayw/ V 63 w/CAP R+55.60' `,�, I1/ leIS 4101148. W 11.13' A-1O415'47a I c 1 L-f01.82' if / ^/ .1 ti � SEf 1/2 I.R. L W/� S 02'41'29" E 46.09' CBS 30'23'48" N CHI 17' I " S 71'4T55' E WIle 3a 12' A' LOT 12, BLOCK 5 I / I sW/C1�P/2' I.R. �,. FRIRNDSROOD • ' o deo SUBDIVISION ta �, SET CAP2' I.R. DRAINAGE EA, ci 0.9489 A c1 (41,332 Sq I \ca. f may. MEANDERS OF NORTH BANK OF c,3-diet \ y777��� COWARD'S CREEK PER 1 3 \ (97-21650 011-83-2579) & �/ in (94-53940 010-14-2113) CS fig% �\� 0r \% 04 iii Q. ANTHONY JOSEPH NOVELLI \ 4^' In TO t a CITY OF FRIENDSWOOD (VOL. 2 8 1, P G. 14 GCDR) \tst\ \4, .va J 'V , EA OF CONFLICT \ r j 30�' : i , - LINE OPER(LAP BOIL//� SET 1/2" I.R. {T FRyIL�/���WAWV TRACT AND 1 W/CAP J ; A '- JOH J!{. TRAC \ 2 O Off/ ANTHONY JOTo SEPH NOVEUJL \ in CITY OF FRIENDSWVODa(VOL. 2051, PG. 14 GCDR) i 8-05-1969 __.. ( P se300.6002 50.00' w ~ ( D - 300.00) LOT 13, BLOCK 5 �I/ HARVEY & STOUT SUBDIVISION . 'ft ( Vol. 315, Pg. 280 G.C.D.R. )(TRACT 2) 3HERBERT H. GATESTO CDMARVIN F. CLARK VOL 2695, PG. 505 GCDR Z4-30-1976 O 4 1 STORY BRICK N / igiiA ...lei: R �� xti 4 $ ' IGNAnus W. LEOAUROs, Er ux KENNETH E. TO SHORES, ET UX 1/2% INTEREST +� 9134E178 007-77-1980 LORNA 0. ZE7TLERla l 10-25-1991 TO ekt GEORGE A. NIXON, 7RUS7EE O� 8331675 002-47-0279 "�h 10'x23' SqN. SEW LINE ESA? 7-14-1983 .� (BOOK 2077, PG. 44 GCDR) soot' ••D.1/2'IR 150.00' V% 80.67' 1, s • CALL & FND.3/41P CMG PONT: O .,. y (COIAIE testa Para FOR 3/B'IR �B �O Boat 2077, Po. 293 a;CB " eg Cg N n z n o NO PCy a N 6 , v t� DONALD W. CANNING, ET UX O N TO D. WALKER CANNING, Er ux 2 Ci 006-07-1339 -.I t 5-01-1987 I„ ( ALSO SEE f (1 . 1635, Pa 534 GCDR) 3 t 6-26-1964 O CALLED 5.18 ACRES a c DEED OF ASSUMPTION o t :RAID VAN OER SMISSEN jt A. 7D 41 M I f HARLES JOHN MAISEL, JR. IC ` N n 7-21650 011-83-2579) • O f 06-10-1997 g R MOMS E 11S1D,+ve ►at ET tx j ^ re) LOT 13. BLOCK 5 mAra LT UX 03 Ne NAV OW(945 W DER0►10-14-2113) -• N Y N FRIENDSWOOD 212-1r 6 I c g g SUBDIVISION R.4 AWES yy�� N t` 10 MOWS E IE7Qi�C7a4 ET IAC W n M ^ h oO M N 0-01-1671 EV. S7EW A '4 ET UX 4 N 8 t._X— N..I. ONES ET WC "��m .�h F ,i N D.3/4'IP (VOL 112-�1D1 l it I41U E . �__ Z. . c/o t STORY l BRICK LOT 13, BLOCK 5 , x id_ FRIENDSWOOD SUBDIVISION ASPHALT ENT . . x ,\ `�$ ® •I , TELEPHONE CABLE (As FIELD r I x LOCAED BY TEL CO. PERSONNEL) ASPNW.T ' './` it I/ Nti 155.4g' % k 'Nkr / �x fND.5/8'I > 14o 1 RESIDUE OF Ir N STEVENSON TRACT x FND.5/81R r %� fo. Al (03-W-lan2) S `*i I% 150.00' 80.67' �' a FND•1/29R las WINDING WAY '°.s 2r 39" • a/k/a SHADwE&L LANE Nx� J (60 f R/W) ,� i 220.15' 9• _ -4 le'P Ar rip r r HIDDEN COVE CONDOMINIUMS „ , (VOL. 2112 , PG. 475 GCCR) s ckki ABBREVIATIONS '%3'P CONC CONCRETE CP CONCRETE PIPE CPP CORRUGATED PLASTIC PIPE IP IRON PIPE IR IRON ROD MH MANHOLE SL STREET LIGHT SS STREET SIGN IC 7 A/ 40 0 40 80 120 Feet I i ).—I I 1 I NOTES: 1. THE SURVEYOR HAS NOT HAD BENEFIT OF A TITLE COMMITMENT AND EASEMENTS, RESTRICTIONS AND/OR ENCUMBRANCES AFFECTING THE SUBJECT TRACT MAY NOT BE SHOWN HEREON. 2. THE BASIS OF BEARINGS SHOWN IS REFERENCED TO THE REPLAT OF CHAPPEL HILL (PLAT RECORD 18, MAP RECORD 74 G.C.M.R.). 3. THE BUILDINGS OR IMPROVEMENTS SHOWN HEREON REPRESENT THE OUTUNE AT GROUND SURFACE LEVEL, UNLESS OTHERWISE NOTED. 4. THE UTILITY APPURTENANCES ( i.e., utility poles, inlets, etc.) SHOWN HEREON ARE THOSE VISIBLE AT THE TIME OF SURVEY AND MAY NOT BE COMPLETE. 5. UNDERGROUND UTILITIES SHOWN BASED ON CITY OEYRIENDSW004 BLOCK MAPS & UTILITY COMPANY BLOCK MAPS, WITH FIELD TIES TO EXISTING SURFACE FIXTURES. CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF UNDERGROUND UTILITIES. 6. ALL SET CAPPED RODS STAMPED "C.L. DAVIS, RPLS 4464" LINE BEARING DISTANCE L 1 S 46'23'36" E 76.46' L2 S 6827'57" W 39.17' L3 S 89'10'46" W 26.70' L4 N 59'57'39" W 27.88' L5 N 53'50'20" W 34.55' L6 N 7741'07" W 128.81 L7 N 74'56'13" W 12.95' L8 N 34'38'08" W 44.42' L9 N 30'32'39" W 52.09' L 10 N 25'08'58" W 48.22' L 11 N 55'06'18" E 70.59' L 12 N 00'51'07" E 19.96' L 13 N 23'21'48" W 19.96' L 14 N 70'16'50" W 176.47' L 15 N 71'39'55" W 57.27' L 16 N 79'29'21" W 43.76' L 17 N 43'36'20" E 37.34' CURVE RADIUS DELTA ANGLE ARC LENGTH CHORD BEARING CHORD LENGTH Cl 26.76' 14123'36" 66.04' S 3708159" W 50.51' C2 26.90' 12545'18w 59.04' S 6728116" W 47.89' C3 70.80' 58'03142" 71.74' N 23'00'58" E 68.71 C.L. DAVIS & CO. FRIEENDSW WINDING TEXAS 77546 I "�) LAND SURVEYING Fez 21812184121294 DRAINAGE EASEMENT EXHIBIT GALVESTON COUNTY CONSOLIDATED DRAINAGE DISTRICT 0.9489 ACRE OUT OF LOT 12, BLOCK 5 FRIENDWOOD SUBDIVISION (VOL. 238, PG. 14, G.C.D.R.) FRIENDSWOOD, GALVESTON COUNTY, TEXAS DATE: 3-25-2013 I SCALE: 1" - 40' (JOB NO.: 11-1024 DWG FILE: 11-1024-BASE ICRO FILE: 11-1024-BASE \11-Misa11-1001-THRU-11-1050\11-1024-GCCDD-COWARD-CREEK\11-1024-BASE dwg FILED AND RECORDED 1PSE -. OFFICIAL PUBLIC RECORDS 4;`. "fl26a72 May 01, 2013 03 35 57 PM FEE $92 00 Dwight D Sullivan, County Clerk Galveston County, TEXAS