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HomeMy WebLinkAbout09-24-07 PZ MapI 1 FND 1/2" I.R LOT 71 0'2 I I i I I I 1 l I I i I' I LOT 8 I ( I � 0o S 89 °43'49" E FND 5/8" I.R. FOR REF. LN 88'48'59" E 20.20' _ x_10' ELEC. ESMT. (P.P.).. -T— - - - - - - - - - - - - - I I ( I I I I I of I I I I I I I 63.7' I i _ 63.4' SURVEY PLAT BEING LOT 1, BLOCK B, OF' VAQUERO PHASE 2C RESIDENTIAL ADDITION, AN ADDITION TO THE CITY OF WESTLAKE, TARRANT COUNTY, TEXAS, ACCORDING TO THE PLAT THEREOF RECORDED IN CABINET A. PAGE 7876, 01' THE PLAT RECORDS OF TARRANT COUNTY, TEXAS. AN \0- P ?Z, OqlZ4lo-7 ICING FISHER DRIVE o o,• \0 / s LOT 9 ��6� / e .�,�A��•��l�s r hl® 241.72' -- —._ FND 1/2" !.R. / /.� �• �• + --------- -_ —_. —r/ ( 051 �k M OI T � � LOT 2 ep I I I I I � 99.6' ' I R = 317.50' A = 07*08134" C8 = S 3744'24" E CH = 39.56' L = 39.59' 1 FND 1/2" LR. r LOT 7� °'2 I I I i i I I I 9 I LOT 8 I ' I OR I r- { 00 V on i UJ r 3 °; I t, r r= Q " I Z I I �w W co a l" ea N { D W IM 0 I W J lay Q l04 IZm a j J U IN a I { I I 0.4 I LOT 9 I I 0.5�'I I � i I { I S 89'43'49" E I FND 5/8" I.R. FOR REF. -- N 88'46'59" E 20.20' 1 -10' ELEC. ESMT. (P.P. ---- - - - - -- I I I I a� I I I i 63.7' ,r. 5 i - I I 63.4' So�y W�a� I I I I I '� I I i I I i I I I l I l l I I I , I I ( I vW t N Er f IX 1.3' ------------- mc.inU LVI 1. BLOCK 8, OF VAQUERO PHASE 2C RESIDENTIAL ADDITION, AN ADDITION TO THE CITY OF WESTLAKE, TARRANT tir y 'OUNTY, TEXAS, ACCORDING TO THE PLAT THEREOF RECORDED �. O .,ABINET A. PAGE 7876. OF THE PLAT RECORDS OF TARRANI `�. v` COUNTY, TEXAS. T�0. 19 �J 'gym 1i LOT 9 — d / X'� �o , . . 10, I»�� / ,241.72' / '4 ' 1 / FND 1 /2" I.R. / y`Q Q -- - - ---- in Edo 5 5 i I M i t m I LOT 1 I L( I I i i I � � I I � I I _.. `- SHADOW I LINE fTYP.) I I f I \ f I I 99.6'.._.. u I .� 98.5' l N ch g I This I � W w=loa Is a C I � I W 0 1) A 'RP p toll 2) i1 I 3 sure I 3) A ca 4) T of re ) P 5 � 5) P dime l sub' i sho% I I I I i I I I BLOCK I I I i { I I TO FENCE F I N 86'51'4, "F - 337.90' r `'' - - — /-15' DRN. 8c U.L. (P.P.)-- - - _....� — �.. - - I N-, N _ — w dm S 88'54'50" W 328.59' FND 112" I.R. SHELBY ESTATES VOL. 388 -165. PG. 28 P.R.T.C.T. (P.P.) I.- a I a O Lai �. to t- I N U L'i .r- =Q� I M a I Q U LOT 9 'Ilk I( I` i` c I I� C I" C (a c Ic I� I ( I i I I I I I I I I i I ND -� COVERED AREA -- BUK�prNG LINE - -_—_ 1 t ASEh1ENT LINE BRICK COLUMN L-T TRMISFORAIER AND PAD 1 ASyP�A CONCRETE Li7AA FACE ��- A • E CABLEk - S 88'54'50- W 328.59' SHELBY ESTATES VOL. 388 -165. PG. 28 P.R.T.C.T. (P.P.) S W"tKv Re�s4red F9aMssiorvsl Lard Suwryor d rtm Stare d Term, do a,,* Tort MIS s," prtat rb a Rw, correct end dmenwonr aair! Or�ty shMW heretrt as dV6WT red by survey m the pound Ws rey tuR+srKsirr. The W4* wd P a0�h eeirq •+dk areo by the iota The Ynprovemw}y ww Near hf banduir. of tfie pra�rty tyres a the dmomi n e+da�d and two an ro wstpte and apps," eeeemwm, enapsywn�t, ar praburfom, esaepe a afro`w,. Tlxs xevey nt or rant�edr the ff*wma" wndaraa reyu's.d by tna resin Bead d MV&sW rwi t and 4. TMs Survey was wafanned a %duwvdy tar the pwb rs showy hereon and is riowwid br a srt* urw Ti'" iit ry rwrOft f* property Of MW Swveyar. Urwmnrved reur is hat WWM11 nd "OMMA VW ex rmsrd wrrmr pmrrrlwcn of to Surveyor TMe survey is an a jrleg work 0Prolectedby Unwed States CaPyryM law and trmwnmonal T•eaeen. A® rights reserved. 0 F . tt 7E ♦ �V�S r'f�•�1 T i 0 JCM S. TURNER S. TTCx - . .L.S. .� . p �a A S U�R V This rs to certify that NO PORTION of the party shown hereon is within ft 100 Year Flood Hazard Area as Iwbkshed in Community Panel No. 480614 0855E . Zone dated _ 4.2.97 of the Flood Insurance Rate Map. NOTES �1) led as SET 1/2' I.R. one 1/2' iron rods with a yelkyw plasric cap stamped for caner. s that Building lines. Easements. Ri hts-0f -Wa lat referenced in Legal Description g -ways, etc as shown on this ego prior hereon. 3) All boundary dimensitxTS shown hereon are per plat unless otherwise noted. 4) This survey was performed without the benefit of an abstractor, therefore, no search of record easements was performed on subject property, 5) Proposed house location determined by electronic drawing provided by client These dimensions were not verified by construction plans. 6) Par instruction from client, drawing does not reflect all improvements existing on subject property, however, all encroachments and protrusions alone property lines are shown hereon. TO FENCE POST N 88'51'44" E� 337.90' .J 1/2" LR. I II I Ail I 0 40 GRAPHIC SCALE Anal�lical Surveys, Inc, Registered Professional Land Surveyors" 707 Easy Street (972) 272 -6287 Voice Garland, Texas 75042 (972) 272-8407 Fax Jahn S. Tuner R.P.L.S. 5310 w»w.&W/ytk94Xcnm Job Number. 82028HC-06 �De -18 06 G. F, Number: N/A : SLJ Certified to: STRUCTURE DESIGNS i — 'A nrafa- "innmr