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HomeMy WebLinkAbout03142019 ZPC Agenda Item 4 AGENDA MEMO AGENDA OF: March 14, 2019 AGENDA ITEM: 4 Debbie Scarcella, PREPARED BY: City Planner SUBJECT: Matter related to pervious area requirements and pervious materials for driveways in the front yard areas. ATTACHMENTS: 1. Pervious Are Section of the Zoning Regulations 2. Site Plans and Pictures of the Front Yard Areas EXPENDITURE REQUIRED: N/A AMOUNT BUDGETED: N/A ACCOUNT NO.: N/A ADDITIONAL APPROPRIATION REQUIRED: N/A ACCOUNT NO.: N/A SUMMARY We received a request through Administration to review the section of the ordinance regarding pervious area and limiting concrete driveways in the front yard setback. Currently, the ordinance requires a minimum of 50% of the front yard to be pervious and 24% of the entire site to be pervious. I have attached site plans and pictures of the related front yards. The request was for the ZPC to look at requiring those lots at the maximum pervious area to utilize pervious pavement or pervious materials in order to minimize the concrete area in the front yard. General Rule: Every building site must have the minimum Table 7-3: Open& open and pervious areas shown,by District, in this table. ("N/A" Pervious means the rule does not apply.) Exceptions/Special Rules: (1) Areas See PDD Schedules for planned development districts. (2) See special rules noted in table. (3) See the Projections Schedule for details about calculating open and pervious areas. Item Measurement SF-1 SF-2 SF-3 TH GR-1 GR-2 C Front yard, Open minimum 60%. N/A 40% N/A area percentage. Rear yard, minimum 60%. See Note 1. N/A N/A N/A percentage. See Note 6. Entire building site,minimum 40% 25% 25% 15% percentage. Front minimum yard, 0 50%Pervious 50% See 50/o See Note area 50% Note 2. 2. N/A percentage Entire building site, minimum 24% 15% 15% 15% percentage. For SFD uses on building sites with 5,000 sq. ft. or more, Chapter 82 of the Code of Ordinance must be located within a Qualified trees contiguous and reasonably compact pervious area containing at least 25 sq. ft. However, additional or better pervious area may be required to comply with Chapter 82. PROBSTFELD ASSOCIATES PROFESSIONAL LAND SURVEYORS 515 PARK GROVE DRIVE, SUITE 102 • KATY,TEXAS 77450 A (281)829-0034 A FAX(281)829-0233 . LOT 5 LOT 4 LOT 3 r RECEIVED A.T3 1 2615 Fnd l oa SOUTH 100.00' Fnd.1/2' 8'Wood Fence Iron Rod • N N M N M "+ 2'Utility Easement _._._._._. • ._._._._._ (Vo1.453,Pg.636HCDR) 13.3 1--' 1 x-02 . t3'' LOT 9 27 Rear Yani 49.08 49.06 ■ T1G 48.30 (Table- P FIL 47.80 -»EtKi ..^"" ,-,-,--,. �----0.4591 ACRE-----.-- 3' • 8L ' JrcfF�-' krt , a"» : (20000 SD.FT.) ORDI�.,+4 `.,-,s �. '', r,„-.. 10'Sitle Yard O' I d,6 swimming J11.8- (Table 7.2) 1-I 9091 6 I T/G 48.44 �. n 4(1t,!:; F0 47.84 ■ VG 48.08 r. Y-r BLOCK 7 I ebb e�`' 49.06 FA.47.50 °1i r'S T/G 48.27 N .... Fit 47.74 x^� 19.3 01) ■ WEST UNIVERSITY PLACE 5 ..`. _ �' P))- .j= -"I' d1 18' 8.1 49.06 10'Site YON .-..._ _..._...- (Vol. 444, Pd. 560 HCDR) N lA 18.1 -49.18 a (Table 7-2) I T!0 46.10 TIC 47.97 -10.8- FL 47.80• 13.5 ■ FL 47.44 TIG 48.24! --.15"0 FA 47.65 . "JI W - `9 Game m°4 I $ y OC 48.03 1b 50.01 covered Petb -10.2- 3� Q ; II 24.0 8 0 ,�� h t)l lV a•« 3�LY 2d 26.3 ����m 0.5 ;'I . T/G 48.08 1 Q LOT 8 W " I F/1 47.35 -- O LOT IO _ 0 41 -o Fit e I� Fn 47.58 �, ..- tr) o•l' I N X2.8 2-Story 0? 00 rn .T w " StUCCO ei N\•I_ • Fro 47.19 O 4.7 Garage 49.97---+ R jSa H 49.01 tone Z x 7.2 i l- (1! 48.4- Finish Floor•49.66 }-4 T/G 48.00 AL alone I F/L 47.28 ' „ T/G 48,17 rn '^ F1L 46.94 ti o I LI - •4.6 b.- 12.5 15.4 3.4 '-)9- 0 • • covered p - 1 11.6- .o I stone W 0.1,_ ' .1 . �' a,ti l-J t7s "°a _ -�^ -- 30'Building Line - .5.3--�� _ _ 53'Front Yard Mgr p\'' (Vol.453,Pg.638 HCDR) - P4 (fade 7-2) U 30.2 ....._............ .....TIC 47.78 100.1' 49.8' .............50.1', .,.................. _.0 7ANL Ati 0 0 F&48.56 "47.8-\ 1 p1 p.' 50.1' 50.0' 47.84 • 48.00 47.68 47.90 , 48.10 ° 47.75 Fnd.1/2"IR Fnd.1/2'Iron Iron Rod Fnd.1" Fnd.516' End.518" Fnd.112"IR- NORTH I 100.00' W/Cap Rod w/Cap Iron Pipe Iron Rod Iron Rod W/Cap (3)4"PVC UghtStd. "Precision" 'Precision" (E.0.3') (C.M.) (W 0.2') (PSA 4985) RL 4658 * (C.M.) (3)4115/C "+' TIC 47.33 T/C 47.28 TIC 4720 TIC 4734 TIC 47.10 T1C 47.12 HL 48.81 G 46.82 G 46.75 G 46.71 G 46.65 G 48.57 G 48.56 MAO NAIL CIL 47.12 •C/L46.97 C0 48.89 BELMONT STREET LENDER:CADENCE BANK,N.A.Its•uCC•■■ors andtor assigns 6 0' R.O.W. (Vol. 444, P g. 560 I I C D R) NOTES: 1. Elevations shown are based on City of West University Benchmark No.1,Elevation=51.59 NAVD88(2001 Adjustment) 2. Lot subject to any and at zoning ordinances or proposed zoning ordinances including those for the City of West University Place,Including Ordinance No.111 as amended by Ordinance No. 1204 for the establishment of building lines as recorded under Harris County Clerk's File No.R741573.Front,side and rear yards shown above for main residence as set forth under Article VII, Table 7-2 of the Code of Ordinances. 3. To assure all easements are known,the City of West University Place retains planning maps and other maps which may indicate other easements not filed for record in the Harris County Real Property Records. 4. Location of floodplain by graphic plotting only from the City of Houston Geographic Information Management System(GIMS)data. 5. Surveyor has not abstracted this property.This survey has been prepared based upon Information provided by the title company.No independent investigation of the accuracy of the title company's work has been performed by the surveyor.Zoning ordinances and zoning building setback lines(if any)are not shown.Surveyor has not reviewed restrictive covenants as set forth under Exceptions From Coverage in Schedule B of the Title Commitment. 6. All bearings are based on the North right of way line of Belmont Street. PLAT OF PROPERTY FOR: MARC A.HENSEL A KRISTA L.HENSEL I hereby certify to Fidelity National title . AT: 8619 BELMONT STREET•WEST UNIVERSITY PLACE Insurance Company,Marc A.Hensel, r�� . •....••• ?F�. LGL: LOT 9,BLOCK 7 Krista L.Hensel and Cadence Bank,N.A., I co.�, "r‹<,..s k WEST UNIVERSITY PLACE - that the above plat correctly represents the ) ».«.«'76.' ..».».k _ VOLUME 1 MATHEW J.PROI3STFELD OLUM 444,PAGE 560 OF THE DEED RECORDS OF facts found at the time of the survey made N.•«•»•••. ••••••••••ff HARRIS COUNTY,TEXAS '-V 4985 ' on the ground,under my supervision,and ∎ y •Po 4 c2. y• SCALE: 1"030' ■ 4 ••;FSS;... -'�V ---------- - there are no apparent encroachments at , D '•••" DATE: 6/24/2013 REVISED DATE: 8/1012015 ' S U R 4 0" • the time of this survey,unless shown or `.f This Property DOES Lie within the designated 100 year floodplain. noted otherwise. PANEL NO:- 48201C 0860 L " ZONE: _.-SHADED X 8 AE EFF.DATE: 6/18/07 BASE FLOOD ELEVATION:-._. --._--_._48.5'(FIB a AZ) T LOCATED BY GRAPHIC PLOTTING ONLY AND NOT RESPONSIBLE FOR ACTUAL DETERMINATION. MATHE W J. PROBSTFELD Registered Professional Land Surveyor THIS SURVEY WAS PERFORMED IN ACCORDANCE WITH TITLE COMMITMENT State of Texas No.4985 PROVIDED BY: FIDELITY NATIONAL TITLE INSURANCE CO. GF#:- ______ . 1015005537 (4L22J2014) __ -- JOB# 1528-018 DRAWN BY: JWMILDIDI. S•. s ? { —4.4.11111111111111/ 444,, 45, r !: e) liGi s e b. IA j Y • al '? E0 *x t,''' a •r �., ro m r -+ m non Mt -t1.. R :.i {!, ttf Rat: .. a —A g cat .,:lira° ,. */14 *p.,,,' `,,„. ,' ,'''Pi' • r _ < g-' Y lY w r ° , 4 , r r 5 irt ys q te � - . 3 !:7 i„. I', 'g y a .am y , l € - R p 4• b'' _ .i� ! 4 • r t Y ' m As• t4 - a 4 ,, 3. t ' aw < w r .' 4* ' '''''' R Syr a ax . . ,C (s4 r r L.J -°11k4114'v . 'w.' . • r • ` • ' .+ v xry 55 4 W ,J�� r • . _:!....1-71. + §T . 9 s N. � - 1C3 ft .+r a y , T a if t alt!lf,)i?*Itil‘ . ! PI :" ' k '' x ID op fh t s9 ' = �. , LI 1 11 1 � « � , �tt BEARINGS AND STREET RIGHT-OF-TY PER PLAT. LOT 9 - LOT 10 I LOT 11 I) wo8' FENCE FND FENCE POST I 8' HIGH FND FENCE POST= + ++ • S 10'50' W © CORNER N 90 00 00 E 50.00' 53.27 0.53' li I, I II II ng i ,, 5ffliii fcN� 4, n n, 3.5 1 22.0 1' X 1' 4 I GRATE INLET LOT 21 0 6»RIIMMiCE FE. X3.52 .41 BLOCK _*r1 53.37 rFgarage 1' X 1' *3.41 GRATE INLET Ilpgarage RIM ELEV.=52.98' s` 1.8 1.7 3" PVC-FL(S)-52.44 ` METAL p (] _ / PLANTER p O I ® 0 1' X 1' 0 I 0 GRATE INLET • O o RIM ELEV.=53.21 • FF 81 -�- -4 6" PVC-FL(NW)-52.37 LOT 22 53 COV'D' 6" PVC-FL S -52.43 WOOD 3" PVC-FL� -52.48 1' x 1' _ DECK - LOT 20 CO GRATE INLET 12.6 c, ,- RIM ELEV.=52.79 a? 6 3" PVC-FL(N)-52.13 M 53.42 Z O ( ) 53.53 3" PVC-FL S -52.14 ® n 2.0^ 53.48 ng drwy cD TWO STORY drwy W `59 I--- .49 METAL, CONC. BLOCK 0 CI 0 y & FRAME N p O rn o O p (•L CD O 54.04 o b : RECEIVED DEC 2 3 2114 0 O - FFhouse 0 5.9 _.. _ II- „� r, 2 ZS.3 5.2' 20.0 53.26 WOOD FENCE ''// X3.54 dy4 drwy 6' HIGH IY ng WOOD FENCE - 6' HIGH N o0 6 52.86 ~ ( D.l drwy in L\ 52.96 z 49.6' 0 50.5' 52.79 I - drw89 ng 50.0' 0 50.0' N O g , 6-- -�,-- --b V FND �?" + .+ + 52.63 REVIEWED FOR COMPLIANCE S 900000 W 50. 0' 52. 3 © d w69w, ORWNANCES AND CITY BU{t©{NG GORE I 52.48 NO CORREC IONS 51.$9 52.59 52.65 bo 58 52.52 -boc 52.57 52 J EViE11�►E DATE EXCEPTIONS REQUI ED 52.48 FL3 pvc boc boc boc boc BY boc, �_/ 51.99-}` 0 52.20 52..•*BREW ,��/ J *� /�!' T.B.M. gut EMORY STREET 9 gut FL3 ■ , .n. i 1. f/Q� FND BOX CUT EMORY 4\t'ENUE 5L23 2 0 p 5L32pvc pLANNIt�t MIMNIIIII RIM ELEV.=52.61 � (60' R.O.W.) F{RE MAl .� lir NOTES: 1. THIS SURVEY WAS PERFORMED WITHOUT BENEFIT OF TITLE REPORT, CERTAIN T.B.M. EASEMENTS AND/OR BUILDING LINES MAY HAVE BEEN GRANTED WHICH ARE NOT BENCHMARK REFLECTED HEREON. THIS SURVEY IS SUBJECT TO ANY FACTS THAT MAY BE RIM FND NAIL RMNG 2 DISCLOSED BY A FULL AND ACCURATE TITLE SEARCH. THIS SURVEY DONE WITHOUT AONJUDSONAVE IN CONC.STAMPED BM2 SIMMONS STREET BENEFIT OF DEED. HORIZONTAL POSITIONS WERE ESTABLISHED USING GPS(RTK).ELEVATIONS WERE ESTABLISHED USING THE FINDINGS AND OPINIONS OF SOUTH TEXAS SURVEYING ASSOCIATES, INC. REFLECTED HEREON ARE DIFFERENTIAL BENCHMARK LEVELING 30&210145 S COUNTY WERE FEMA C FOR PRIVILEGED, CONFIDENTIAL AND INTENDED FOR THE USE OF THE INDIVIDUAL OR ENTITY FOR WHOM THIS WORK HOENCHTAL VERTICAL CONTROL.IN HELD OR WAS PREPARED, IT IS UNDERSTOOD THAT THE USE OF, RELIANCE ON, OR REPRODUCTION OF SAME, IN WHOLE ELEV =52.35 FEET OR NAVD 88 2001 ARE E ADJUSTMENT 001 ADJ INC.I S PROHIBl EDT AND WITHOUTT WARRANTY, EEXPRESS OR IMPLIED.T SOUTH TEXAS SURVEYING ASSOCIATES,A INC. ELEVATONS SHOWN ARE 2001 ADJUSTMENT SHALL BE HELD HARMLESS AGAINST DAMAGES OR EXPENSES RESULTING FROM SUCH UNAUTHORIZED USE, RELIANCE OR REPRODUCTION. COPYRIGHT 2014. ALL RIGHTS RESERVED. TOPOGRAPHIC SURVEY OF LOT 21 IN BLOCK 6 OF COT,T.FGE COURT PLACE, AN ADDITION IN HARRIS COUNTY, TEXAS, ACCORDING TO THE PLAT RECORDED IN VOLUME 7, PAGE 7 OF THE MAP RECORDS OF HARRIS COUNTY, TEXAS. t PROPERTY LIES WITHIN FLOOD ZONE X' , ACCORDING TO F.I.R.M. MAP NO. 48201C 0855L , DATE 6-18- 7 • BY GRAPHING PLOTTING ONLY, WE DO NOT ASSUME RESPONSIBILITY FOR EXACT DETERMINATION. , "' BEFORE ANY DEVELOPMENT PLANNING, DESIGN, OR CONSTRUCTION IS STARTED. THE COMMUNITY, CITY AND COUNTY :.•GOq,�• IN WHICH SUBJECT TRACT EXISTS SHOULD BE CONTACTED. SAID ENTITIES MAY IMPOSE LARGER FLOOD PLAIN AND FLOODWAY AREAS THAN SHOWN BY F.I.R.M. MAPS THAT WILL AFFECT DEVELOPMENT. ,+y� * !�4 1 k PROPERTY SUBJECT TO CITY ORDINANCE AND SUBDIVISION COVENANTS, CONDITIONS AND RESTRICTIONS. �E(� • LAWTON...{ I hereby certify that this survey was made on the ground and that this plat correctly represents ,�•o � � the facts found at the time of survey showing any Improvements, from legal descriptions supplied �'- by client. There are no encroachments apparent on the ground, except as shown. This survey is , e ti9afi �a?t. �9,y. Fss .. „�O � only certified for boundary and this transaction only. Surveyor did not abstract property. Easements, 7 +�"a�3URV* x' building lines, etc. shown are as identified by: 1 GF N/A of N/A Fred W. Lawton,'17egistered Pkofessional Land Surveyor No''fl j \-- N/A Key Map 532A ADDRESS: 4224 EMORY AVE. LENDER: _ CITY: HOUSTON, TEXAS ZIP: 77005 PURCHASER: N/A JOB NO: 683-13 DATE: 12-17-14 SCALE: 1 "=20'-00'' REVISION: 12-19-14/ADD FENCE HEIGHT cai1thTex.4s SOUTH TEXAS SURVEYING ASSOCIATES, INC. *. * 11281 Richmond Ave. Bldg J-Suite 101 Houston, Texas 77082 STS A TEL. 281-556-6918 FAX 281-556-9331 / �� Firm Number: 10045400 w K:\COMRES 2014\683-13.DWG (KT/MC/E0) �hCAss�iaCopyright 2014 South Texas Surveying Associates, Inc. MR AM* RIM-i4 z r r t., $ 7+j� ,as !� a ill. .#4,. ,;.? ooS �"` ►4 f : p�•� gi • *' ` m !" ,aye gip IV » � ..3` q r Fly +� .yi wi �l °jec..,,, , ww�p.�..r • (p t w' a. + G!7. 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" NORTH 48.74 48.78 48.85 IBM FLP 4" PVC FLp 4• PVC ELEV 48.64 SCALE: 1" = 30' ELEV 48.57 SET MAG NAIL IN SW BC4 0 CRRB(TYP,) CI 9013 �51�96k5 ELEV = 49.70 (� a ° 20"OA a°j' ac'. ro: 0A. a FND. 5/8" IR 49.74 CONC WALK 1 END. 1" IRIRQ ••• - - FND CAPPED 5/8" IR r "' ,• 4,5Q' 50.00' I• - "WINDROSE LAND SERVICES"J CONC „ 1.2 f D. 5/8" IR I 1.. a °? spa c, `° N h°F W w I 15"OA ,4 20' B.L.''' ( re N STM INL I TG 50.52 °° CONC ~ z FL-N 50.01 ....ICV(3) , DRIVE } STM INL Z a FL-E 49.79 ,p TG 50.25 FL-S 49.84 `r 13.4'1O III".16.1' ��o�FL-N 49.69 M 'D `'' -p.4.3 in �o h FL-S 49.72 i� h° w ' m i GP WQinn V 3.2' -= 3.7' U .s. SND C. 11' STM INL (, TG 50.34 ef I <06 a .- 7FENCE FL-N 49.81 I W a cc yp. ao n ( 0.5'(W)/FL-S 49.85 I STM INL fl �[ LOT 2-B FL-N 49.91 - "LOT 3 s B to I Y'�y LOT 3-A a FL-S 49.96 c�°0- TWO STORY 12.0 I F'� v `'°'STONE & FRAME m (JV LOT 2-A -J ' # 3607 w DECORATIVE DECORATIVE o ROCK STM INL LINE TABLE ROCK 3,2' ---12.0' 6.0 c TG 50.51 - 6' WROUGHT � a • 1 1' FL-N 49.88 LINE BEARING DISTANCE ( IRON FENCE h�o� 2 N. 8.7' h°' " 01 L•lL FL-S 49.91 I j O F L1 EAST 50.00' I TG 50.69 '� 50.85 ` 99G�! I V3 FL-N 50.06 b i o o # CO T 1 L2 SOUTH 150.00' FL-S 50.12 h° 1:0' 50.96 CONC o�'iL<`,f "< CI L3 WEST 50.00' 6' WOOD 1 tO d 6'FENCE 1 p L4 NORTH 150.00' FENCE pob I 7.1' 50.93 9 } 1 li 3' B.L 0y c-o f F ELEV 51.13 3' B.L. 01� 1 \ 221 �rni 20' REAR B.L. FF ELEV m GRAVEL '� ""+ �' I (MAIN RESIDENCE) , 51.50 a 20'6 I I�� m t1 CD STM INL ,�' g ln3'0'1-STY i0 ° STM INL. . 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EXISTING GRADE I�' I . 51.1 PROPOSED GRADE m 1 ; GRADE SLOPE m �'`' TP TOP OF PAVEMENT t' • t :'t TW TOP OF WALK t= 7a ( i. . ,• -e e' rc, tr ct. FL FLOW LINE t` 1 + TC TOP OF CURB * t c'.t it s 1 t 1 I GO Clel ' • . . r . C su '' I TG TOP OF GRATE 150.65 i j i t I �. c; ' G GUTTER TR TOP OF RIM • �' �' �` +��. 50.65 MH MANHOLE N.• • q PROPOSED IR. co T FIN. FL. I1'1 o':• I i ,1 ii N 1::j I JØiTI .. . I. n� r. t'' . O T• I WEST 30' OF i °o LOT 12 EAST 35' OF f• `, '', ' �.Y ' o ®12/24/13 ISSUE FOR LOT 13 w I o PERMIT REVISION o n o I •F �' nr , n� i Z ®1/21/14 Po I go 0" , 4 7 cb'S PERMIT REVISION O O•TJ O• to .,,. ,, ., ;., ' , •,, � -H� W P & ASSOCIATES 414 C Y .F ! ( FIRM N0. F-7008 8979 INTERCHANGE DRIVE �f.., HOUSTON, TEXAS 77054 j � 713.887.8400 /�` / ( 1/21/14 NI 50.561 , iv ! 0 4 50.561 * *.5.!...9,4 x 30 –0" SET SACK — - — r... CLIFFORD O.WARD • `�' 1-it- \ � - 38 868 FO it,, o•„c .'4, 4 . ° ! c� � E ,2•.1 O Co S G I +IO SoN L '� 3N. h I ” - , N o \\I a PROPOSED !17' CONC. ( m DRIVE m 1 : ( L L + I K1- to I , C) 1 i Q N I I I 'n I 50.40 50.40 hC .1 •, co co -------------- ---1--------- -- — d L_4 N90'00'00"E 50.00' � N90'00'00"E 50.00' N 9 0'00'00'E 2 7 0.0 0' � co 0' EXIST. WALK APPROACH F'.' 1 C°pY ALBANS ROAD SCALE 1"=10'-0" (50' ROW) ROAD cb`o 00 O5 ��' a� o°' • �,. A . :.o �. 6 , Ch • _. V 0 g t9 ' rte ID ! 4 , r6 a+ b ra �� f !w ti.) ra s ,- tu sJI S. 0 ' • *- ' 9' R.�•t4 • : Y y yy } \tit,, • I , : - [ i i 9. i r „ , 'Wig- '"-, ._ '• tn iff., :„,„,- ,,-— --- + .-,t�. . t im, ,, * r r� at x • . _ in .. eta C al '''''''. . lit:4114441 4,' 4iliP'd : . a a Fy Oft ", ' " K r , d. t ,,t ;' '''' ':4'....'. ' ' :. .. ,.:,,,,,x.., '4144:*":::11.44":...1,17,4t.,„,,,.:4..''%,•, ,.:;-*-':::: ' a 4 , i , le xl i I ` ' of PROB STFHLD&AS SOCIATF s PROFESSIONAL LAND SURVEYORS 515 PARK GROVE DRIVE, SUITE 102 A KATY,TEXAS 77450 A (281)829-0034 A FAX (281)829-0233 if BISSONNET STREET Fnd.1" • tso.oe • e0.� • Fnd.1/7' Pinched Iron Pipe Top Pipe • 5 U.E.,W.L.E.8,S.S.E. (Vol.681,Pg.157 HCDR) (Vol.688,Pg.279 HCDR) (Vol.714,Pg.246 HCDR) -.4-,.... (Vol.823,P0.514 HCDR) "°'` �� (Vol.831,Pg.350 HCDR) 10 X 20 Aerial Easement Eon Rod Iron Rod w/Cap EAST 90.00' 0, w/Cap 1 6*ad fence 4 I 50.11' a e0.00' s ya; ,„ ",,-. t 4 y.4 . ':- 4- 'rX '� - _ _ _ . _ ._._ VG81.13�y� J.- NT*_4150.97,�� Os Si - - -FA 50.33- 21.0 -521 A A Light fA50.18 1:, +4' cu• g Std. ' Spa 233-- 1 I Pod Mech. 0- ... _-- °a- �i-� f 0--1°.1 1 �. '' .� 23.5 20'Rear Yard h h h g ry ;�4 4.ff Sr Side Setback Line (Table 7-2) 1)51.8 >t •3 p ...-18.7 �(Per West University Zoning) 2)TIG 51.24 ' FA 50.56 2 m Garage Inlets 3)51.4 E. h.7' • h.,1 FF.52.39 is PCJ L-'-'1 TIG51.38 1)51.8 .E 1.8 V _ FA 50.80 2)51.4 1 2 3 E F/L 50 i b A TIG 51.31 3)51 4 A ?* FA 50.76 . --...ttt �"� A,, vssiz0 1)51.8 - e.�1x9.91 /� L'-''FA 50.81 2)51.3 4,k sr s`2 .' ,h 6 $ b' rt 0 .G ,, ,.y q 3 614 1 2 3 yam' 'sr h h 5 7.0 e,4 •' ut e �:r. -7/6 0 19 ) 8.4 ---14.7-- f,c..,,,.,.,.. . 1 O m FA 50,41 ♦ _ X:1 .p LOLL 1 • !T °° < 2.r 1 S 7q Cl) ,•4 1)51.8 2 © y ; 0, = ; 9 2)71651.14 ©��, 56 0 FA 5049 4 °+ 2.4n :. $ J E 3)51.4 .. h� ,"._:� - N -94 5 .g . . �,.r aia T/G 50.98 y',T' •Ic,�4 • y+f • 14.8 et �T n '`v I F�' }}} 0 FA,�,� T/G 51.21 TK3 5t.30 z cs 0 FA 50.48 F/150,510, .1 LOT 5 y i g $ ,'3> CTl 71 741. 3 z 1)51.8 _92- h �' b, < a' 51.7 1 2 3 0.3450 ACRES 8 1)51.4 n Z ▪2. 5"`- 3 51.6 (15,030 Sq.FL) �2/ 9 2)T/0 51.23 td 9'Side Setback Line ) 10.3,,,1 u, B.4 FA 50.50 m ,- (Per West University Zoning) .. - ., 27.8 2.4'. € i 1)51.8 n ' _I x tc>' 2)77(351.18 1 2.3 2-Story Stucco a-ml o la $* � 15 ( ) 3 5.e.32 6'Iron FF=53.00 itl i Fence,,5 23x� 51 ) �;s us,�,ca o 7,, 7)St.e g 0 2.0 9b X2'°"0 , 2)61.1x1 3 84:o m T, 30'Building L)ne 3 81.8 21.3 c, 21.2 N } (Vd.831 Pg.350 HCDR) -�-- - 2', .4 ,,,.; , (Vol.714,Pg.246 HCDR) . y • 17051.14 61.56 _ l---7--°' ----- 7 - FA 50.28 _. d 30.4 I Ga,.£t-: 1 # ya • 304 TlG 5092 ^7s end.i/2' F., 1/2' I r w Iron Rod Fnd."1P In I FA 50.14 :w$ arli Iron trod ,r,.�.t wt Cap e0.00' Concrete .5" 4 5050 !4: ( ib3 Iron Rod s D ♦ I Fnd.1/2" 50.42 5055 WE T 90.00' 50.31 473.51 End.5/8" • Iron Rod wa of Me Iron Rod w/Cap TIC 49.87 TIC 49.62 T/C 49.44.... -_.RC 49.30 FA 4811 I wi Cap 049.15 G49.04 048.92 648.78 I 24, , FA•45.75 T/c 50.33 TIC 50.13 TIC 4919 049.82 - G 49.82 G 49.18 ALBANS ROAD .onF (Pi.tt•d .. LO..tt St...t) Are Hydrant 80' R.O.W. NOTES: 1. Elevations shown based on City of West University Place Bench Mark No.1,Elevation=51.59' NAVDB8(2001 Adjustment) 2. Lot subject to any and all zoning ordinances including those by the City of West University Place,Texas.Front,side and rear yards shown per Article 7,Table 7-2"Yards"per City Ordinance. Additional requirements for accessory and architectural features are not shown and should be investigated prior to any planning or construction. 3. This survey was performed without the benefit of a current title opinion and is subject to any facts a full and accurate title search may disclose.All easements,building lines,zoning setbacks, restrictions and covenants of record may not be shown. 4. All bearings are referenced to the monumented right of way of Albans Road and Rutgers Avenue. PLAT OF PROPERTY FOR IAN HANCOCK S ANGELA HANCOCK I hereby certify that the above plat ,,A ` AT: 3304 ALBANS ROAD•WEST UNIVERSITY PLACE correctly represents the facts • i. �v r T LGL: LOT 5,BLOCK 90 found at the time of the survey III t' �� •FO s WEST UNIVERSITY PLACE,SECOND ADDITION,AMENDING PLAT made on the ground,under my I..:N.N.....:..NN •C.A, FILM CODE NO.6472TT OF THE MAP RECORDS OF 4 MATHEW J.PROBS I' LD F supervision,and there are no `•..NN•N.NNNNNN •ff HARRIS COUNTY,TEXAS apparent encroachments at the ., p 498 ��o ' SCALE:_.... 1°=30' r '°F t 0+; i --- time of this survey,unless shown 1, 0�•' . , E.. .. DATE: 10/01/2008 REVISED DATE: 4/17/2015 "•• .. S U R / 0- or noted otherwise. ,,A- This Property DOHS NOT Lie within the designated 100 year noodpiain, PANEL NO 48201C 0860 L ZONE: ':8 D X EFF.DATE. 6/18/07 BASE FLOOD ELEVATION N/A MATH E�J. PR�BS IFELD LOCATED BY GRAPHIC PLOTTING ONLY AND NOT RESPONSIBLE FOR ACTUAL DETERMINATION. Registered Professional Land Surveyor THIS SURVEY WAS PERFORMED IN ACCORDANCE WITH TRLE COMMITMENT State of Texas No.4985 PROVIDED BY: NO TITLE COMMITMENT WAS PROVIDED__._ _ GF#: ALL ESP/MS/BUILDING LINES MAY NOT BE SHOWN. JOB# 1666-002 DRAWN BY: )WM/DIJLD THIS SURVEY IS THE PROPERTY OF PROBSTPELD 8 ASSOCIATES,INC.,IS CERTIFIED FOR THIS TRANSACTION ONLY,AND IS NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR OWNERS. � . 44v 4440441.45. J ... • 4 Ttl ° ,,,,,,,,,it41 .,„: 2 t t -I m m o m _ _ x . * „ r8r ... .„ ..t.';...',--,: t-;,..i.,/,-. , ;- : : , . . f ,........!:;„, _ „, , 11.11ittt ,ate b a . ,, R,f s , F 4 . ' � 9 Y, ri z ems;k fi r , s 4 �• .*# T S • e i .. � '� `` -w s . vt. ,. s 4 i i 4s 4*. d FFF 44 a e.3. #� sk m, w3 ..BC _,!, p 5F ,� ' `' d�` ' Ie 'obi p i 'ft aY a C) + !' . ,G -- — ........ .X' %, ■, i , i II , ,,,, %¢ . 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