Loading...
HomeMy WebLinkAbout1301 S BROADWAY____________1301 S BROADWAY TOWNFIOMES LAPORTE SQUARE Page 1 of 1 Huber, Mark From: Huber, Mark Sent: Thursday, September 28, 2006 9:15 AM To: Malik, Masood Cc: Bradley, Shamarian; Huber, Mark Subject: 1301 S. Broadway, CLP # 06-8229 , LaPorte Square Townhomes FYI, Since the above named project is actually a subdivision plat and not a Minor Development Site Plan, there will be no written correspondence from me, since the checklist that I utilize does not apply to subdivision plats. Masood, I will be available to meet with you regarding this project if you need my assistance. MH 9/28/2006 OF A City of La Porte Planning Department v . M INTER -OFFICE MEMORANDUM September 15, 2006 rexA$ To: Rodney Slaton, City Engineer Mark Huber, Deputy Building Official From: Masood Malik Shaye Bradley CC: Wayne Sabo RE: Plan Review Re -submittal of Minor Development Site Plan for "La Porte Square Townhomes" to be located at 1301 S. Broadway is submitted for your review and comments. L/ and::Associates, L1':. BarryL Hunswo4 16010 BarkersPoint Lane Suite-] 05 "-Tel 281'509s5700 Houston TX 77079.4094 Fax 281-759,•8768 bhunsworth@gcarmII.net is (/ I p Re: Proposed La Porte Square Townhomes —1301 South Broadway • Total area — 5.599 acres • Density —10 DU/A Minimum Lot Area/DU — 2000 S.F. • Minimum Lot Width — 20' • Required Developed Open Space/Lot — 500 S.F. (2000-2999 sq.ft) • Minimum Size of Developed Open Space- One half acre for every 80 units Maximum Lot Coverage — 75% • Minimum Landscaping — 25% ❖ Paving/Grading: Street width — Min. 28' (face to face) Utilities: Water - water line sizes, Fire line, Fire hydrants at 500' distance from the farthest point of the building), water line easements, etc. Sanitary Sewer — sanitary sewer line sizes, easements, and existing capacity. Stone Sewer - size Others: Cost for Public Streets Closing - $84,712.50 Parkland Dedication @ $808/unit - $46,056.00 C U G� POCEAST "K11STREET FND " K (60 CITY RIGHT-OF-WAY) r9 •- I I s I ImmI N I I ICI o t I DEVELOPMENT CONSTRAINTS LEGEND (r�- - - STORM SEWER 36" EAST "K11STREET & LARGER _ - _ DITCH CULVERT SAFETY END a- I �1 11 (9Z-STM-- - STORM SEWER 30" & SMALLER -- - - --- - EDGE Of CONCRETE (60' CITY RIGHT-OF-WAY) z �'' I o I z o I =I ❑® STORM SEWER INLET - INTERMITTANT CURB NOTES: -nn o I v = I w I li, � 1 W I NI (6)-' SS- - ---- t- - -- ---- SANITARY SEWER DITCH HIGH BANK ­7 7­ EDGE OF ASPHALT --10.0------ NATURAL GROUND CONTOUR 1. Bearings and coordinates have been determined by Global Positioning o0 System (GPS). The coordinates shown hereon are Texas South Central r _- o- 0 0 C7 7 14 1 N °Na _ � 1 � ,n I _ o I - - - DITCH FLOWLINE - ■ ■ ■ - TSARP FLOOD PLAIN LINE Zone No. 4204 State Plane Grid Coordinates (NAD 83); distances are M surface and may be brought to grid distance by applying the following � G7 G r- > I- I : o I o M o z ..- __ __..-- . combined scale factor: 0.999870. � ri 1120 I � (h I i o N _ __ ._ _ DITCH CULVERT �+� ■ ■...tee FEMA FLOOD PLAIN LINE I 15 { `_,� AMENDED PLAT 1 I I CMP CORRUGATED METAL PIPE 2• This tract is subject to the City of La Porte Ordinance recorded on icy _ , f! 1 -- 10 r C H U R C H I L L PLACE A P A R T M E N T S HDPE HIGH DENSITY POLYETHYLENE August 31, 1988, in Clerk's File No. L-826773 of the Harris County 2 Official Public Records of Real Pro Property. . 'U-' ` ;o�ol oa ,' �_ RESTRICTED RESERVE "A" I Ir3.. I I STORM STORM SEWER p y I o 3. All of the property subdivided in the foregoing plat lies within Harris 11 W' �11 a_ I' >; cy' m 15' STM SE SAN SEW SANITARY SEWER p p y g g p ii o N FC No 527164 HCMR 1 I 1 FC No 527164 y p y �Z �,o0 0O �? o ^? ,, 3yppED ZONE 'X G { I N �n �Z Count and the incor orated limits of the Cit of Lo Porte, Texas. I ll % Z O 1 1 N I I HCMR � � 4. Abbreviations: �N ZON016"E "AE" 09 FND 5/8" IR (CONTROLLING) 36" �1� ` FND CONCRETE TxDOT MONUMENT 1 Il I \G BL . . . . . . . . . . BUILDING LINE STORM �c, t �IIII i �, BEARS S20'12'11"E 1.03' I • I I I L - - - `� aj01 CF . . . . . . . . . . CLERK'S FILE i i� _ 1. a V IQ I _ - FC FILM CODE !i Z N = 13,805,406.66 QI I 1' 1 E= 3,232,777.13 �'- 1 I_ _ i ��� I FND .FOUND 1 00 �1 f ji = I I I'- 10' BL - FC No 527164, HCMR 15 HDPE STdRM I I l +q, HCDR . . : :. . .HARRIS COUNTY DEED RECORDS `` -J 110 I w 0.-- ��- r] ,n _ l HCMR HARRIS COUNTY MAP RECORDS l,y _._ _-._. i I ji �55�,� E-6.Ua7 /- HCOPRRP . . . . . . .HARRIS COUNTY OFFICIAL PUBLIC RECORDS 11.D Q I t�Ov I1 SET 5 8" IR w CAP OF REAL PROPERTY ! - - _.-.---.___ 12.0 s 1 I I S86'55'55"W 10.00' \ 186'14 18" SAN SEWJ `� I 'mil "� / / IP . . . . . . .... IRON PIPE I ; '�- - ' _ o '0 20' POE, PUE o �}��, 1 �• 'I� i'r N = 13,805,423.57 IR . . . . . . . . . . IRON ROD � - i' - I I, 129.89' r o �o ro -- I E = 3, 233, 092.70 N o j 1 _a ; I 1 &STM SE L-.•' I �� _ - - o j I 1: \ PO B _ _- --_ r i N o- o NUMBER - I kk d - - _ _ 51.50 - - ` - _ '___ __� 42MP O�ITFAL ` PAE . PRIVATE ACCESS EASEMENT l I EAST 11L'1 STREET `SET 5/8" Ziiw% CAP 51.50' PDE . . PRIVATE DRIVEWAY EASEMENT I1. it `_: �- w . I i ___._r•` - - _ - I 20' BL I 20. SE I �� �' ; (I = (80' CITY RIGHT-OF-WAY) c� PUE . . . . . . . . . . PUBLIC UTILITY EASEMENT 1 G ! Sq Ft SQUARE FEET I I o o I STM SE . . . . . . . .STORM SEWER EASEMENT 1 ✓ = 1 4 o I I, 0 20' oI \ �N86'55'55"E 9 - M 7,557 Sq Ft �I 1 - 2.0 w o- 1 39.50' I �+ 0.17 ACRE _ ` I -1 F- 74 S Ft 1 13 60' I I I Q i co SSE SANITARY SEWER EASEMENT - _ - j ' 11.0 -j w I I q 39.50' 1.60' o N TxDOT . . . . . . . . TEXAS DEPARTMENT OF TRANSPORTATION I ; I W N 13.60'r _�17.50' 17,50' C1 1 186.14' o€ w > v Q 12 ACRE 1 - - _ o o E UTI ITY EA M NT X I ( u> �T z p G0, + - - 1 f I w - z Vol _, Pg _ VOLUME ANDEPAGE M z.:_-._..._ L1J i o I I \�, 129.92' I Ii ' N86'S5'55"E 3,6.06' I I I I I 1 o WLE . WATERLINE EASEMENT o I € T` �' _ � a cL 1 3,777 Sq Ft 15 € I S, I' I I `L' � � c� 1 I cn� J JJD I II / j� cy N a� I a.09 ACRE I Uv', { I z 3 5 col i I I` I I N 2,636 Sq Ft 2 I 'Im N� �I12.00' 00'1 os i I M �+®• I I - -� - o I 0.06 ACRE I12.00' 12.00 6'55'55"E 316.08 �I I c I N I N8 186.14' 1 I y 1 `"I"I ~ LU 1 I. i 9q I m I 1 ��' I' o o' 1 I t 11¢ z _ _ I. 1; O I i 129.94' I -- - r� � i2. 1_ _- I_ N 3 777 Sq Ft I 4 i N O 6 z , 1� I d 1 iD (w/7 �I N N D _ I io I 0.09 ACRE 14 � 1 I I ' I `I f+ I - _ �(• i I{ cn Gi I` 1 t t "rn 2,637 Sq Ft 3 I N NI % oN oN O ISM I I I 12" HDPE 8 A � ft d ,, z I of �► I I �' 0.06 ACRE I oo rn `�' 1 ra ,IQ I - ., I ` Q rncn j v"'i I !� OUTFACE \s /% y ____ .__ _.______ p1 2 { N ----� _ I rn .� I 86'55'55"E 316.10' 186.14' ��5� ,trj w f I _ I S a I �1 � w I 3,777 Sq Ft 1 � / ! I a '1 I \ �p'J' FND 5 8" DR o i ( of 11 129.96' �1 0_ M nl 0-- -- 0.09 ACRE 13 I'', zl I 1 i� \� %� Cj r3 = / -I I ~'! ("i 1 1 I �' t1 I I 11. ' �_ �I ui I N o col d / '. 1 ` ® 'j N 13,805,303.02 1 I 2 O + FND 5 8" D� aOI o `0 1 °'na N -1 o I o,l N86'55'55"E 186.14' I cn j I�� I ®D`� fJ E = 3,233,365.97 l i 4 i �r. I I F I / 5>274 Sol Ft P o z �'- I' °21 I i i , -�` q ;o�y 1• " I o N I SET 5/8" D� w/ CAP /f ;? "� a 4 _.-_-_ tF I I, 0.12 ACRE 4 z / N I I N ' 1 4 HCMR �-- 1 ; =$t.` I -__._ __-. I "' / \ 17.50' N 17.50' /G'�� 3,777 Sq Ft 12 1 ` N = 13,805,288.76 _ 1 V i I 1 I I o C I I 10' BL ti FC No 52716 � � - t� _ _ _ �G� I .' - . 0.09 ACRE i } E = 3,233,099.93 i"`•i I I i , 0 29.01' i- 35.00' N I 146.64' 1--------" I i ���� c 266�4 _ --- I �; , i Y 129.99' 39.50' I 3 - -- --- -- - -1�. n -- - G- i 1 I 1 N 39.50' 153.14' 85.92' Q ' i 51.01' 1 ; .. - 1 D 9' 37.00' o I I . _ ± ', 0' �rFtLL 39.48' 47.08' 65.92' 0 37.0� o Icy' I 62.62' 0 20.29' N86'S5'55"E 316.13' 0•50' - I --- 0 08 ACRE - ____ -26-29 ---r48$"��: N i a h I : I N C ao 6 715 S Ft I I - 1 ! 145: 0 coo 00 "' N of b - sn ! i `i - -_. -- - Z'% �`; - 68.51 ----` �C' G� S �.� 10; q ao i o 138.58'-------- - o t i �,,� jI �'" t C� �= - - - 25.08' �' / o- N 0.15 ACRE 1 ri N - _ - - - - - --- 0' BL ` .+ I {„ J 's I 1 o 23.14 \ n I 11 co 1 - - o I- 2 1 I i-� t 1 }: II I °D i 12.00' 1 12.00' 1 I, I I "i 2+6 I 1 CC 4; 1 0 to w l o l + G i �I _ _ - _ - - Il.- I I 20 BL oI I - N86'S5'55"E 114.58' o - N o d' o € O ' 1 .t, I;� 1 0o Im C'`+` - o 1 i 17 01 I 1 C' t I� -- Q 1 2.044 w rn I NI Co u 50.14 o I (; _ 4,453 Sq Ft "; _ - ---.. W I _ o _ o� I c�' ^ N N86'55'55"E 153 24' PDE, PUE &STM SE c;, C 1 N86'55'55"E 92' I _' z J [C ; , Sq Ft cv I �, 64.18' I'.49.4 I 0.1 O ACRE NI 86.58' _ _ _ _ - - �6 } 1 U) !Iry h 4,742 Sq Ft I %' S I I'; 6,312 Sq Ft +, 0.05 0 1 + 39.50 72.61' I I�, 8.b0, I G�h - - - - - 4,162 a, I W i 1 I I o 0.11 ACRE cn- 2p.29' 'o S 6'55'55"W 98.92' = 0.14 ACRE o ACRE I r' 60.24' o I Ir: o, a,- a, 1 N 11,743 Sq Ft 25 Not i.,� � - J = i �Q I I 24' PDE, PUE &STM SE N I:, 1 N �r Sq Ft o I 0.04 ACRE Nt i i .T. I �- I. t I'I") N 1 = 3 7 I"wo ,n 76.18_ - - - mi I I I 2,007 Sq Ft I N c i 0.10 I i CV I,.-"i I 1; li) t� 6 Via_ o I - ---` 23.15' a, o N I Ncli N Q _ _ { l N86'55'S5"E 85.92' ` ` j rj n `n i oo a 74' i� II I I 18 0.05 ACRE I N I 2 2 2,282 ACRE I o I!_--- JI rn Y I ' 1 T- o o co tow o I 32. N '� Z. i I I I I - 1 4,162 2' 8 3 S Ft �' I a w I + __ _ z Cn ¢ (. - o I o �� 1,661 I ;>.. o S 6'55'55"W 98.92' in 5q Ft - Sq Ft ;n q in o of m I 1il`N w IF s `: 1 a I T- J o M n o rnI oa o I �n A o O I 's of ; O p w m M I z a S Ft I 0.10 a rno� I 0 1 o q oo I o M 0 0.05 OCRE o 1 a z .S o`�'ol o II `� E N o z z 1 I 4,932 Sq Ft 0.04 °O II 10 I 10 �a,l ACRE o AGRE o , I w N I `;) Q i I % `� I N , w 0.11 ACRE m ACRE °O I4 lz © I 100 Motel "'o 0 0 23 cn to J 3 co t (n • > ,_ _ g oo I' I j m z rn z 21 z 22 z 1 co o , I 12.0O' 12.00' 1 5,945 Sq Ft I f �'1 20 I - 4llz�, 433 Sq Ft I i, o�:: 2 � � � 1 i 0 I 1 -ono I� 8 � 9 ;n 0.14 ACRE 10 I` It 1 � � ; q �I � I I � ' 24 � %� i; w 0 --- - -- > !' I1.I : ?- J 1 z I o -t I': 20 i tSSF. I R � j l ) `� 5,104 Sq Ft �I n 1 I 0.10 ACRE c z $ J i 1 I I - t ii 1! I 1 19 0.12 ACRE I r' I I12.00' 12.00I I N I ' t G FIi LL 47.08' Gam/ 1 z z I j 11 l o i o 112.00' 12.00' I I a I 22.00' I I u, `� I 1 I ► s 25.08' i Ii I `� + 85.92 jil I I I1 -7I j ;I 6270 20.29 w 1 7io10'; t q (I 1 '+ + 37.00' N,�/ \�'� 63.92 i O 1 mN86'55'S5"E 130.0T - I I' o 1 7. 0' - -_.... _ ._ __� ____ ,.a 1 1.. - t ,f. .. PROPOSED o �; I i I I (� ,t j�22.00' 22.00\C\�3 105.00' 20.29' 20.29' 15.00' G� 22.00' 22.00' �� I. it- i STREET TIE-IN �, I 1 7 .92' 10' WLE - - I i '~"'� 1 60.24' 72.61' 1 I i" 1 1 c4j I o \Cj 20.29' N86'55'55"E 452.56' - _ _ - - - - - - - - - - wU 1 0 22.00 _ - - - STREET TIE-IN ;' �p ;ONCRETE c„ 38.24' - - - - 24 PA PUE &STM SE - - - _ - - _ PROPOSED { o 1 " 49.00' PAE, PUE &STM SE 11,__- I I 1 W E --- --- ARE LA Y E • ¢ j.. .` oi _------------ r_I_ !1 �- N Sq DRIVEWAY E Z f j - _ - - - - - -j1 rI I 17,236 Ft . _ � 1t I 11 --- WLE---------- ---- &ST SE �, I T11, 0 fi f LA PORTE SOU T 0.40 ACRE \ i� 63.92' I W --- - I' j ►�+ i 10' 24' PAE, PUE I: 1 15.00' / d ____-- ------------------ 1' I ,, I; PRIVATE STREE) C 22.00' 22.00 cc - - �, / \ II I N86' 5'55' 15� 22.00' �� 15.00' 20.29' 20.29' 37.00' 2) G 85.92' 1 `a:'' Q / ��' !'ll I �; i f l _-13•J �, + 63.92' C'�2\22.00 /Gq 37.00' [� �' ' 1 t' S 85.25' u' I 98.92' T In ' } 24 m�'I a z i Ott 1161 Z } �' ¢ I S 1 i� 77.00' If I; I I' .i I M Icn 3,106 Sq Ft ' 'j�ji ' O `I , I ' �<C, C L.L.I , I 77.00' 99.00 ; 12 SE 2 z 1 12.00- 12.00' I I j Y 9 W $ i l 99.00' I t s I N 1 112.00' 12.00' I �, 0.07 ACRE I J .N i �1 o C ' 5,106 S Ft 41.1, 0 (�3-1 t } I 3,184 Sq Ft `o I o \ ,, 1' I I�i 14 0.12 ACRE "I � I 3,663 2,009 2,009 0 3,663 �N- N86'55'55"E 85.92' �1 Ii' W I 4 I N(%�,u 1 N- I I- S Ft o S Ft o Sq Ft o Sq Ft I o o I j1 ! i �` � L 0.07 ACRE I o ` m I I I 1 F-+ �1 I 4,712 S Ft I I I N� 0.05 0.08 0;� (n', r) q I I 0.08 0.05 of t 1,743 S Ft to 1 /" I I `"I I N 0.11 ACRE VI 00' I 18.00i ' I I o � �1 ACRE o' ACRE a' ACRE a' ACRE i "'ono o I 0.04 ACRE 25 o ` O 'I .1 II , lk I I N86'55'55"E 85.92' o i 11 ' i II N �, " 1 I as 1 20 21 ,. PO�, 22 23 I ' _- - - Q px N86'55'55"E 99.03' 112.00- 12.00' I �n I': o� {. 1' I I I S86 5'55"W 98.92' w I o o a ►° l I I. ;1 1 I � o b w 2,009 Sq Ft o I S86'55'55"W 99.00' \� I I I °° 0.0 ACRE 1 > I 1 I oN, a 1�oM M 2 0 ► wn a, I 1, 743 Sq Ft 2 c�' 1; �, < , `t 0 �- yl , I I cv `0 2 5 C E I N \ W I _ 2,007 Sq Ft I o w I o o O z d c i I 0.04 ACRE 6 I i b; 'i, I' -1 ~ u i o a, I I 1115 I Q v II N I I N N N86'55'S5"E 99.04' 1 N 1 a.05 ACRE 1 N a z 23.00' 6 N N I 1) i z I' rn 2,009 Sq Ft o I I , ! - 23.00' _ _ - - - - - - q, N86'55'55"E 85.92' O 1 1 I cn o I 0.05 ACRE 12 N \ \ cA I I I - - - -86 G _ -- -- - - f o I' I .4 •" I 2,010 Sq Ft "" I Q W \ I d I I S86 5'55"W 98.92' I N C2S �58' N - I I = i33 ! m I o S86'55'55"W 99.00' _ - i E PUE &STM SE *'� 2 414 S Ft o � ' , " (' a 1c" 3 0.05 ACRE �, _ 1. v� `` I i 24' POE , - - cam_ ool q dl 1 m; 1 I� I I U , } _ 1 I , 3,019 S Ft I_ ¢, I Ii o �I VJ Q J 1 1 I 111 q o rn N�oo6l 0.06 ACRE 27 4 N86'55'55"E 99.06' > z I,_ o� I I 1 I I 0.07 ACRE 1 � � °' N86'55'55"E 114.58' �`' i I 12 `: I I �_I (A I 16 I or° °D 70.58' _ N- ,+- 02 N N `1 5.83' i , 3,262 S Ft _ 1 CONCRETE I - I -- I i (I q N W ,,, I ci 1.+, 3.43' N o ti� -� r 20.29'- 20.29 37.00 9 I I 1 DRIVEWAY }_ �,, 2 1 1 0.07 ACRE M Z 1 I m r1' I I I'• N G i 3�b0 w N66'55'S5"E 85.92' I;, ;+ it I ; 2,784 Sq Ft �_ o u7 I O W W f�'t 1; 1 4 I: I N86'S5'55"E 114.58' �, O !.� k I 0�0 4 0.06 ACRE. N ono co N I o W Q Q (n I N `' I S86i'55'55"W 98.92' L0 p I I �' 11 I n } ASPHALT '" i I ^ p N M En I N W 1 ,, 1'1 ''.s i � I I _ 1 �' t �, ` 113 II 1-N � � ,I I 11 I o I o 0 2,414 Sq Ft 28 oNol I z j< t1I N86'55'55"E 198.08' w 99.00' ;n f- �(� i; I o 1 I N Mo 1 1`" ao 1 0.06 ACRE ' ��, I ,�' _ ;1 99A8' 3 d i W Q O DO cn' 1 0 11 111 0 17 3,019 Sq Ft I M cn I I N I ` ` `1 1 - - - ;� 1 i I Ln o o W z "tf � i I I ,i 0.07 ACRE I I i , Z 11'- I o 0 o w I 2,782 Sq Ft 10 0o � � o , I1 00' 12.04 N86-55'55"E 85.92' c� 'L' = I' 0 5 2,785 Sq Ft I� 1 0.06 ACRE N z (� U O Ol� ( �; I 1 I 112.00' 12.00I RESTRICTED RE " �� I ` t' ik: W 1:1>11 I 1 ` o.a6 ACRE oN N _ SERVE B t,� l z N1 I'~�I o I M 1 �I SS '5555"W 98.92' I o� N I �1,743 Sq Ft 29 Q o N F-- z I j o �1 (RESTRICTED TO OPEN SPACE / 1� 0 1 .04 ACRE N �`� o 4 �F I I N86 55 55 E 198.1 99.00' a "' • _ ' I I o 2,007 S Ft N I— MI 1 � v __ r T_ I; 9911' N COMMONS AREA USE ONL 1 N86'55'55"E 85.92' <t 1 I 2,011 Sq Ft I N N I 2,009 Sq Ft 9 oN I- 1; I N hI I I { v o'`•. W oc I I I 0.2889 ACRE 1. ¢ w 1 ,, 6 0.05 ACRE I ci o I 0.05 ACRE 11 ,1 S8 '55'55"W 98.92' I J; ! z o W ;z � it I o N N 11 �I' (12,585 S Ft i mI v � ; �' Q Ia ;1 I N N86'S5'55"E 198.,2' I I q /LN w '� 1 o I -__--- -+ G 4,778 Sq Ft I -1 I cn w {I I it I 99.,2' I N1 `. 1, ; I C _ .d , Z I I I � I 1 �I ' 5,499 Sq Ft I �� -+- 0 70.58' i 0.11 ACRE 30 co ±' 4 - _ -. - - a 1 1 __I12.00' 12.00'l0 _ _ .11 - �-1 jj . + ! I 2 00' 1 8.00' 0.13 ACRE I a, o N8fi'S5'55"E 114.58' I I r n �03 M - tr I � o PUE &STM SE - - -s 1 I 5,910 S Ft `°I I M 5,901 Sq Ft 19 20' POE, _ - - - 20' BL I11 o to C� I o 0.14 ACRE M1 1 "� 0.14 ACRE 1 I I "I I - ^ N86'55'55"E 138.58' + ` � � 16 {] , 1` I N I , I O ¢ , I 1 g I 1 LI 20' BL ,�_------------ o r l } -� 7 m C20 20' BL o f . 1 2� DE : �- o o ----- -�- / + 't # "' - U_ I C19 .n L E o I z UA 1 I `i 21' BL 21 B_ - �- I I s 85.9�`--'-12.0 `''_ . __ - 12D , _ - ;�L43 6 �' 44 -- _ -- I. 1 ` .1. L� -- ___ o to 43.00' o ,/ . I d o Io ` �_ -� o o „ 120.00' _ I \� `\ .. �`-98.92'- ---- - 2. D -- - - - i --t1 - Is a t - 10.0 I `A' •' I o 6 55 52 E I - 4 5� --.___ ___-_- N8 0 930- 1: i 1�; - 9.0 7.0 _ _- ', �2• p o - - fi0.00' 20 PDE, PUE N - 85.25' / /._ o nn n G -- - - - =3,` -'! 0 0 0 1. lt`?--- B O --- ® - 58 80 ._ -. _ &STM SE - _ - - _ - -- - N �_ 10. D / v -� fl. .D 9 � 8 I 90 / /1.0 1 _ _ FND-5/� t _.. - ,_. �.. p 9.D __.. - ---, . - 1.0 - IJD 8. c c I ,, _ _..-_.._ -- - - - _.. _ -.---- _ i 10. 1 „ - e w _.... - - _- - ---- ��__ c _. _.. ` o -- I , o -9.0 I- -. PRIVATE VEwevn ,c urpE$Y DENIED',. --- J2D-- R-- •O �i J1 D- --� - _. :",- _ .. -- . ----'- i I _ Q I.• ._.. _ _ - -- - --- -- - - _ - 12-Q _ _ _ --_._ ..- --.- . . ---�---__.s-_ _ - --- _.._ _. _ „ c---- - .-... _ 1 . L__ __ 1000 - - DIRECT ACCESS TO EAST M STREET.''1?.D _�. n f` 20-FND3/ h`' - ---- - 1 Y SET 5/8M IR w/ CAP EAST ����� STREE -- - ------ (CONTROLLING) 'i` 11.0 , 11 ' I , ; : FND 5/8 IR BEARS z 1 - } 13 804,958 20 t -,, CONCRETE 1 1 �... _..., __. S49'31'48"E 2.60' 6 1 -- 2'p _-.._-_. - -'- _-_ �`- _ 45 11.0 `;--1--.-. -- -... _._ ._.. - -- PAVEMENT u� / . , ,7 r,t, -.._ ____ �_..___-_ .. (60' UNIMPROVED CITY RIGHT -OF --WAY) -- - - -- - e OO N i i ' __ :__ _ -saw �_ _ __V J2 0 ' I' - - .44 -- _ ._ _ . _ ­­-.1 - EET o ;, _ _ -- --- - _ -- S's S -- �► , J2.0 - -11.0 -_�.� _-_55- 1.0 ---- - '- - -- . �8 �� EST M o >- _ _ %� 1 I - w _ __ ____ _ ..__ w- -- _ - i _ _ _ -- - __ _ _ -� �•L-' scw-- 1 % _ _-. > _. _. ---.. _ _� _ __- - _ A ---�-- -- _ _ • .-. �,,� HT -OF -WAY) l► �- ___- _ _ _ _ _.- ss - I - = ���- SAN SEW _.�.._.- CITY RIG 1 _ -ss 8 _. •� , _ _ _ L --ss-- - -ss- -- ,8' sAN sEw - ~� - _ -y-- % - -- 1 ma's `` jGN r -- -- J2 D �G -- I4 I P. 12 1 _ __ - _ a �:.- __ . _ '� F 2 o� o i o i �� - - �r --- - 12 0 19 % qti sFw��11 �11 wq ycjTY FND CITY OF LA PORTE /� N, J ? FND 1/2" O ,'p,o O 1 `> ) SURVEY MONUMENT No. 57l i \�, ® / IR w/ CAP % �� ( .` _l ' -- o FND 1 2" IR w CAP j' 19 /' _ S L V A N BEACH FIRST SUB - D I V I I 0 N % ` J L/ / > _1 I111�*� Vol 3, P 72, HCMR r ,' -� I / g /' / /// 1 k-0 ;f aI k o� °;°.w 0 15 30 45 60 90 BAR SCALE: 1" = 30' CURVE RADIUS DELTA ARC LENGTH TANGENT CHORD BEARING DISTANCE CI 10. 00, 90.00, 00, 15, 71' 10. 00' N41. 55' 55' E 14. 14' C2 101001 90. 00' 00, 15. 71' 10. 00' N48. 04' 05' W 14. 14' C3 10. 00, 90. 00' 00, 15. 71' 10. 00' N41. 55' 55' E 14, 14' C4 2. 00, 900 OO` 00, 3. 14' 2. 00' S48' 04' 05' E 2. 83' C5 Soo, 90' 00, 00, 7. 85' 5. 00' N48' 04' 05' W 7. 07' C6 10, 00, 90. 00, 00' 15. 7 V 10. 00' S41. 55' 55' W 14. 14' C7 10. 00, 90. 00, 00, 15. 7 V 10. 00' S48' 04' OS' E 14, 14' C8 10. 00, 90. 00, 00, 15. 71' 10. 00' S48. 04' 05' E 14. 14' C9 10. 00, 90. 00' 00' 15. 71' 10. 00' N41' 55' 55' E 14. 14' CIO 10. 00, 90. 00, 00, 15. 71' 10. 00' S48' 04' 05' E 14, 14' CI 1 IR 00, 90.00, 00, 15. 71' 10. 00' N41.55' 55' E 14. 14' C12 10. 00, 90.00, 00' 15. 71' 10. 00' N41' 55' 55' E 14, 14' C13 IR 00, 90.00, 00, 15. 71' 10. 00' S48.04' 05' E 14. 14' C14 10. 00, 90, 00, 00, 15. 7F 10. 00' N48' 04' 05' W 14. 14' C 15 2. 00' 90.00' 00' 3. 14' 2, 00' N41.55' 55' E 2. 83' C16 8 00, 90.00, 00' 3. 14' 2. 00' S48.04' 05' E 2. 83' C17 10. 00, 90. 00' 00, 15. 71' 10. 00' S41. 55' 55' W 14. 14' C18 10.001 90.00' 00' 15. 71' 10. 01' S48.04' 05' E 14. 14' C 19 5. 00' 90.00' 03' 7, 85' 5. 00' S41.55' 54' W 7. 07' C20 S 00' 90. 00' 03' 7, 85' 5. 00' N48. 04' 06' W 7. 07' C21 10. 00, 90. 00' 00' 15. 71' 10. 00' N41. 55' 55' E 14. 14' C22 10. 00, 90. 00, 00, 15, 71' 10. 00' S48. 04' 05' E 14. 14' C23 10. 00, 900 00, 00, 15. 71' 10. 00' N41. 55' 55' E 14. 14' C24 10.00, 90' 00, 00, 15. 7 V 10. 00' S41. 55' 55' W 14. 14' C25 2. 00' 90.00' 00' 3. 14' 2. 00' S48.04' 05' E 2. 83' C26 a 00, 90' 00' 00' 3. 14' 2, 00' N41' 55' 55' E 2.87 C27 10. 00, 90. 00, 00' 15. 7 V 10. 00' N48. 04' 05' W 14. 14' C28 10. 00, 90' 00' 00, 15. 71' 10. 00' N41. 55' 55' E 14. 14' C29 IR 00, 90. 00' 00, 15. 71' 10. 00' S48. 04' 05' E 14. 14' C30 IR 00' 90. 00' 03' 15. 71' 10. 00' S41' 55' 53' W 14. 14' C31 10. 00' 90.00' 03' 15. 71' 10. 00' N48' 04' 07' W 14. 14' REASON FOR REPLAT: TO CREATE 56 TOWNHOUSE LOTS LA PORTE SQUARE I- TOWNHOMES A SUBDIVISION OF 5.599 ACRES OF LAND OUT OF THE JOHNSON HUNTER SURVEY, ABSTRACT No. 35, BEING A REPLAT OF THE REMAINDERS OF LOTS 1 - 16, ALL OF LOTS 17 - 32, AND THE 16' ALLEY, ALL IN BLOCK 1159, THE 80' WIDE RIGHT-OF-WAY OF E. "L" STREET BETWEEN THE EAST RIGHT-OF-WAY LINE OF S. BROADWAY STREET AND THE EAST RIGHT-OF-WAY LINE OF TEXAS AVENUE (FORMERLY 1st AVENUE), THE 60' WIDE RIGHT-OF-WAY OF TEXAS AVENUE (FORMERLY 1st AVENUE) BETWEEN THE NORTH RIGHT-OF-WAY LINE OF E. "L" STREET, AND THE NORTH RIGHT-OF-WAY LINE OF E. "M" STREET, AND BEING THE REMAINDERS OF LOTS 3,17 AND 30, ALL OF LOTS 4 - 16, LOTS 18 - 29, AND THE 16' ALLEY OF BLOCK 1160 (SAID ALLEY BEING ABANDONED BY CITY OF LA PORTE ORDINANCE No. 1041), IN THE PLAT OF "TOWN OF LA PORTE", AS RECORDED IN VOLUME 60, PAGE 112, OF THE HARRIS COUNTY DEED RECORDS CITY OF LA PORTE, HARRIS COUNTY, TEXAS 56 LOTS 2 RESE 10 0 •11 - OWNER: r. COVENA T a- NEIGHBO DS, INC. g 3300 LYONS AVENUE, SUITE a HOUSTON. TEXAS 77020 (713) 223-1864, EXT. 13 D cr WPHONE: L(�J] (� 5 FAX: (713) 223-5314 L� (C CONTACT: Mr. DAVID KIM SEP j 5 2006 ' ENGINEER: By 0D-M < Gene Carroll -- 3: and Associates, L.P.in , W ENGINEERS .4 DESIGNERS 4 LAND PLANNERS cr 16010 BARKER'S POINT LANE, SUITE 105, o HOUSTON, TEXAS 77079 PHONE: (281) 509-5700 FAX: (281) 759-8768 GCA Job No. 3534-02 SHEET 1 OF 2 LL. 4 2-7 CONCRETE PAVEMENfi O 1� 26 i 1158 4 q I 1.! Z 5I 24 1 I 23 i I �� II I' 21 I I ly 20 I 19 i 18 I i 17 It POCK EAST "K" STREET FND " (60 CITY RIGHT-OF-WAY) = II >t Ili Cq I � ICI o DEVELOPMENT CONSTRAINTS LEGEND EET EAST „K„ STR STORM SEWER 36" &LARGER _� •(r�' _� PITCH CULVERT SAFETY END STM- - STORM SEWER 30" & SMALLER - EDGE OF CONCRETE (60' CITY RIGHT-OF-WAY)y z g I w =1 ® STORM SEWER INLET INTERMITTANT CURB NOTES: p z I N �I ���-SS- - SANITARY SEWER EDGE OF ASPHALT 1, Bearings and coordinates have been determined by Global Positioning ao 0 2 1 4 1 z I �r`I --,•-- --- DITCH HIGH BANK 100-- NATURAL GROUND CONTOUR System (GPS). The coordinates shown hereon are Texas South Central 1 CO 00 I 'n �1 i V Zone No. 4204 State Plane Grid Coordinates (NAD 83); distances are I r: o - DITCH FLOWLINE - _ ■ ■ + TSARP FLOOD PLAIN LINE surface and may be brought to grid distance by applying the following 'ncc i J_ N s o 1 0 { o z{ _ _._ _._.. _ combined scale factor: 0.999870. 1120 _; DITCH CULVERT ■ * FEMA FLOOD PLAIN LINE 15 AMENDED PLAT I i CMP CORRUGATED METAL PIPE 2• This tract is subject to the City of La Porte Ordinance recorded on o I I o I HDPE HIGH DENSITY POLYETHYLENE August 31, 1988, in Clerk's File No. L-826773 of the Harris County _{ ! �, C H U R C H I L L PLACE A P A R T M E N T S Official Public Records of Real Property. p }' Li I z RESTRICTED RESERVE "A" 1 T� STORM STORM SEWER o I i SAN SEW SANITARY SEWER o �' ' `3 ; �Nt, o m w 15' STM SE 3. All of the property subdivided in the foregoing plat lies within Harris ZHA�� ZONE )( # Ia�`�t- 'ram N FC No 527164, HCMR 1 I I 1 County and the incorporated limits of the City of La Porte, Texas. qq o 0 0 z , inn 1 v,z I I FC No 527164 ooq N "i6"" ZONE "AE" Cn I i HCMR q 4. Abbreviations: ` FND 5/8" IR (CONTROLLING) I I 36" BL . . . . . . . . . . BUILDING LINE -� FND CONCRETE TxDOT MONUMENT M 5 (4 V) t '12'11"E 1.( ��1 I i I CF . . . . . . . . . . CLERK'S FILE STOR 03' FC . . . . . . . . . . FILM CODE BEARS S20<: s: t N = 13,805,406.6E �� at1 ! I i ! FND .FOUND ES ' E = 3,232,777.13 �".-iJt--- - 1 �-- - �- 1 1 1 HCDR . . . . . . . . . HARRIS COUNTY DEED RECORDS ' ; 11,0 10' BL N FC No 527164, HCMR 15' HDPE STdRM HCMR HARRIS COUNTY MAP RECORDS I HCOPRRP ARRIS '�-_.� �� - "' H COUNTY OFFI IAL PUBLIC RECORDS '` 11.0 i; E ._,.,,..16.0 sN°55 5a �� , r + SET 5/8" IR w/ CAP OF REAL PROPERTY 12.0 3, f I 11� S86'55'55"W 10.00' 186.14' 18" SAN SEWi 1 / `�, N = 13,805,423.57 IP . . . . .. . . . . IRON PIPE I I ^T i 'Q �0 ' I IR . . . . . . . . . . IRON ROD i I 11 129.89' _ �, 1� { o ` E = 3,233,092.70 No NUMBER STREET �_ k `+ PAE PRIVATE ACCESS EASEMENT EA z Q _ I - I POB --_- -- ��_ �� 42 �MP OPTFA t, a PDE .PRIVATE DRIVEWAY EASEMENT l i` - _ EAST L _ E Y {` t1 i j --__---SET b/8" �iw/ CAP 20' 8L 1 I E 1 ` ' I PUE . . . . . . . . . . PUBLIC UTILITY EASEMENT m II } i I (80' CITY RIGHT OF -WAY) 'z o �WU !-` - 0 16 20',,7SS �`s Sq Ft . . . . . . . . . SQUARE FEET v ` i I M SEWER EASEMENT o o o T o I ` SSE STM SE . .SANITARY SEWER EASEMENT i I~ 1�tJ 1 w cn C° 2p''B co 7. M I I i o I" 5� k- N TxDOT . . . . . . . . TEXAS DEPARTMENT OF TRANSPORTATION 1.J 'o UE UTILITY EASEMENT o; - NL, .- LiJ N86'55186.14� '"606VolVl -PVOLUME AND PAGE WILE . . . . . . . . . . WATERLINE EASEMENT cn11,0 15129.921 N si oo z ®O F_12.00 2 12 00' I N i la , W I I I I N86'55'55"E 316,08' m CIL o _ co _ 129.94Oi 14 {=ar�o o Ci I 3I 1 I1 1 do_12__ PE yx 3 l OUTFALt4 gq ko ..' j ° ;o 865555 A/�I •� i Q D l , FND 5/8" IR I `� 129.96 l a 1 col 1 13 1` z I I i0 \ �r `1 4 ,f 41 I p U) on to ti I I : i I I : - �,I Li 1 %i o *� °°i o .t " (i cn C) 'r E = 13,233,365.97 �! '•'} i " on N86'55'55 E 186.14' I i i® i a i I f I FND 5/8 DR a, SET 5/8 DR w/ CAP1 4 zl a� 12 v, j j N = 13,805,288.7E 17.50 N 17.50 ��,`'� 1 I I i FC No 527164, HCMR -k,- - - o - _ 186.14' l: I E = 3,233,099.93 10 ° L G�� I I - 35.00' 146.64' 4 s --14. D - - -_-5Z5 + j 0 29.01' -+ N 1 I 1 -i V QV- LL�C��`L.._.- 85.92' / ,. r i Q I 1 3 N 129.99' 39.50' 39.50' 161.14' I } I . 0 51.01' ; i �----- -- - s' -- - - - I 1 1Zia- 37 00' .. I' 39. 20.29' 47.08' I i I ! 65.92 37.00T,,- -- a - .-_- 0.50' in I u, I it 62.62 _CD N86'55'55"E 316.13' c qi I I -N-. 0 00 �n �; 0' i0 - - a 68.51' _ _ - _�1- ��' Gam/ ri 1 s 1 °° l ozl�af rn 138_58' - - ' - 0 1 W �1 23.14- 25.08' ; / � IN 11 I 1 �- i ' - N --- ----- o I� 20 BL LO M th 112.00' 12 00' 1 I I 1 20' BL "' - { ` W O 0 I ---__ -- Q �_ I ! nl N86'55'S5"E 114.58' o IN t ' _ �'l `(n' - Q �y II� 1 w ao I� cri`- �'6`+ 50.18' ,o i i ? y j 17 I - - o V �i N , r', 24' PDE, PUE &STM SE �; I N86'55'55"E 92` { Z i � N 86'55' 55"E 161.14' I I O' = �Cl!, 1oM 64.18' _ 86.58' _- _---R� I I o�: W i U I i �- 39.50' 80.61' j! S86'55'55"W 90.92' �,'" _ l II to T = 1 I �l �Q o I N 60.24' 20.29' I o I i�J t I o� o' °' 2J o ( >_ J I 24' PDE, PUE & STM SE N I, i a, a' N ! `i I Icli 7 I- w6 ^ 1 76_18' _ _ �- J11 I I N N I N N 1 3 N 85.92' l I I I;" 6 N o, ;n _ _ - - m , I 1 N86'55'55"E I"^ ` •- I I I iIf) 5 o I �Q I 32.74 - 23.15' It I I i 18 I o 1 1 0 ¢ i it q� o o I o a o �1 `�' I �" } i S86'55'55"W 90.92' I to I n o I ,� o{ m } j IL a w I r m o Z. ° o`fI Ii l �1 i. i t ^ I o O Ioz� �I cov I r `: C�, I} I I O `� z I ��I � i �, �' Io '�� a 6 Q { th;- i t o, r� I c0 co i, l i 0 N I N oo i j i o. ` q � tIi o <' 6`� 0 0 2 3 f o t o J 3: i l I z 1' a 1 loa ooz�l z 21 z 22 z I o o �" i,� I k } Cn ` > 1 t2 12.00' 1' i' I t i i 20 1 24 ` a i ; ` _ ° F o I O I 9 II i I 13�g q ti, 1 { I i W 1 z I I 8 0 0 20' SE 1 25' E 1 N �I to LL € fY f 08' i' 19 Z.47.08' I /22.00' 112.0' 12.00i q _ 7 85.92'20.29' 25. N86'55'55E 130.07' w { II pl I `q ` i ` 3��0 ��/ 22.Oo'\�'�j 63.92' I - !?�! O a , I% o i c 37.00' 20.29' V 22.00' LL r �i O \ 20.29' 15 i PROPOSED o tip I 1 90.92' ^ / _ 4 i I' ► ,i o 4 G 22.00' 22.00' ter' 15.00' ,. W U t"_� y oai i i j I i I 68.92' 10' WLE _-_ _-_--- b j? ; STREET TIE-IN M N - - _ - - - 8 60.24' 80.61' 1' to I N86'S5'55"E 452.56' - - - - r 0 20.29' - _ - - - - - - - - PUE & STM S STREET TIE IN CONCRETE - - 24 PA N \c I-- - E, E - q} ' 1 C N -9 38.24' � PROPOSED T- to - - 22.00 1 b' - - - - _ 53.51' PAE, PUE & 5TM SE _ - 1 ! - - �-' Q t ,� __-_------ -- - - TESG1 LANE A ppig _- - 1 -- _ - i 3.92' - I' I r - Af�E Y W DRIVEWAY _ _ 6 _ tY 10' WLE - , 24' PAE, PUE & S7 SE `,! I, 2 C' 22.00' 22. /O 1 ! i I " i I (PRIVA TE STREET 15.00' 00' , �; } --_-_- _ ------ 14 I l I N86'�5'�5� 5 iry 15.00' 20.29' S *I -�. i 1 N s C���\22.00' 22.00�GD 37.00' I 1 1161 ggj 63.92' 37.00' Z L-Ay. I 124.74' 1�' 1 i 85.92' 25 °° 1 i z i' ? a Z.. `4 i :: i i I M N '� {{ i 58.47' i f : I ?� { W 3 1 J. ` 69.04 07 X22.01' 21.99�G�'� 80.4E ' 2 ' SE 1 25'1 Df } 5 ! { 12.00' 12.00' { I 1 W g1A5' �o i r I' i ND I o o 112.00' 12.00' N W V N86'55'55"E 85.92' W 1 i t ` °off t I l 4 1 j 1 5 N1 to 1 "' w I <a CL �- I tf6 ' ' I 14 (6 �, j `i I I °° a° i o "' CC�� I `i j t Pt ip cD c1J 1� � I ^ 'i '� o - I ctJ ± O i I 1 I a Y� 1 i I I - 2 4 1 tin ±-- c, o ii I i i I cfl T1 � 1 ova 22 r, 23 �n cno N 1 26 f .' .._ I i N1 1N. �1i iI I I j I ;�ar,1 21 0 0 0 1 co- %" O 112.00' 12.00' 1 i z' 1 I I o a I ! it I l �, I; 1 1 0 0 2 o I w N86'55'55"E 85.92' t Q 1 I ! N86 55'55"E 171.51 80.46 ^ 1 , I �I. I i 86'55'55 W 85.92' w l o o O z 1 m 11 + l i t 91.05' !> z 27 1 N 11 t 1 ! , 1 N O_ I z I o I o �' s of j 1 > J a� m w 13 0 .- II a N 1 v;J ! ¢ Q CV l i t I l i Q, to { N I I I I o I11 r 1 i{ ,1 tlo 14 0 0 2 1 0 oN 1 \\, 1 � 1 N N 1 Jr 1� 1 N d 1 23.0� O Q 1 1 1 23.00' - - - - - �'LN 1 N86'55'55"E 85.9 N - - O o't� N86'55'55"E 171.51 80.46' _ \ 1 I j I 86'55'55"W 85,92' N C2 - 86.58' ' (� ^; 91.05 1 _ w I t, I l i 1 `=' g' 20.29' 37.00' _ r+- I i I; i'1 N N d I 12 co.± I j ( 1 I 37.00' 20.2 6.31' '- m Co = I } 1 0 RESTRICTED RESERVE "A" i 1 ' 1 �� N86 55'S5"E 114.58'1 28 12 ,; ' i CONCRETE N N o I - i ( � - � oo- � 24' PDE, PUE &STM SE °° r. � � ' 1 � ! I N86'55'55"E 171.51 (RESTRICTED TO OPEN SPA E / 1 1 i 17 1 ; , °; 7o_5s= + �c�, a N q Q DRIVEWAY _ _- 00 � +----- Ii 91.05' 1 N I l 1cD 0 i \ I N86'55'55"E 1 0 COMMONS AREA USE ONL) , I w b o 1 2 1 1oO„ b 0.5984 ACRE 1 li I I± 1 cgyS86'S5'55"W 85.92' w{ I I ( o t i i '^ ASPHALT { O t 1 ad od o o I !� V { t 4 ''r N N N I'`: i O 1 1 1 �� 1 �I (26,069 Sq Ft) i 1 i 1 I ► 0 1 1 29� I l No I- 01 It I ` 1 N I I coin N 1 E I° I l 1 w _ i cy N86'55'55"E 171.51' N ±^ I i - i 80.4s' r j �l If I 18 1 1 I Il c� ' I } I q 1.00' 12.00' N86'55'55"E 85.92' r a 91.05' 3 I I 1 I l I IN o I 'i 3 su.l.:._ II !i 10 o I z I' 1 1 l I `, 112.00' 12.00'1 RESTRICTED RESERVE 11B1� 1_�. I N 1 _, . ';I j.;� 14 I' . 2 i11- I I o I 5 I °N° N I 10 �„`� i t 1! S86'55' 55"W 85.92' <„ { 3 0 oS4 l ;�,i I � o� N N p �C,1 N 'i ! I o MI (RESTRICTED TO OPEN SPACE / Ir' C3 N; I z V t' i II:' o, 1 1 N 85.92' ;- N86'55'S5"E 171.51 I o . , 19 I N rl COMMONS AREA USE ONLY) I I N86'55'S5"E J I 1 i Ct3 a �I 91.05' I 12 00'1 80.46' N I't N t' I �I�tt ` ° 55"W 85.92' I N I 0.3309 ACRE 112.0o I 9 y 586'55 m } s 1 6 I N 1 mjlt I (14,413 Sq Ft) i N i I CD 0 o I, c�acn w !ii Il i N86'55'55"E 171.51 i 1 I I I N i I _ 31--- 80.46' 1. to ! 1 i I I 1- 91.05LO ' 1 w± 1 r 1 BL 11 ` co I N 20 � ; 1 6 O a 1 o I 1 L6 ty I 20' BL 's d Q C,4 I {I 7 I� CJ 20' 8L 0�E 1 25 DE 4 Y N ( 1 - f 1 ' Y I 85.9'Z''- ?.0- z i` 12.0 i I o �Q i 11.0 .....-�q.�.�7 .JF'3 i 1 I 'f 1 _ Lri LA BL , _lao ii 0 � -- 1 , 19 0 �i _ , y �. _ ' � 3 4 I ' � `. ; 14 � ` t �'...., $5. s 2----- - - - -- , - _ �`_.�,c_-���.�1 �----•-1J. O i 1 r.i 124.92 - 9. 9. 0 �. 011�80. 1 . t 10,G- t---12.0 9.0- - Q ;. 91 05 -- FND 5 __. _ - 'a _ i-- _ -- - j' j �- _------�-- -12.0.E -�� _- _ .. __._ _. ____._. _ . - _ __ .. _ 12 ° CONC WEST "M" STREET (60' CITY RIGHT-OF-WAY) FND CITY OF LA PORTE - SURVEY MONUMENT No. 57 '. 1 0 w --- CONTROLLING 3 11.0 I SET 5/8" 11 IR w/ CAP "' I EAST M ST R E EA�y N = 13,804,958.20 11.0 x f 1- I j FND 5/8" IR BEARS d 0 S49'31'48"E 2.60' S `�I 0' UNIMPROVED CITY RIGHT-OF-WAY) -12 __.__._,� -__ .___ _ _.... ... 3 _ --- - _ --- u7 / I�t--3 84a4 92 - --.__ _ _ _-- v _ oot`nn (6 _. - - ..t, --- - �- t2o D'--•--- !may - - o � � I , , 4 � � I � R �` -`_.-� �• . __�----1 �,a _ 1 -- -- ----�--1 ---- `."'�s�--1�--sal-sEw�---- -120- 18" SAN SEW - C8 i •-='= _. < -ss- - - 18 SAN SE t �1 : I �! �--_ . - o�� 4 LU.1j FND 1 2" O �@S®�' / 19 �w/CAP S Y'LVAN BEACH FIRST SUB - DIVIIONh ® 6� FND 1/2" D2 w/ CAP O / `�� r I 5 Vol 3, Pg 72, HCMR IV 0 15 30 45 60 90 BAR SCALE: 1" = 30' CURVE RADIUS DELTA ARC LENGTH TANGENT CHORD BEARING DISTANCE CI 10. 00, 90' 00, 00, 15, 71' 10, 00' N41' 55' 55' E 14. 14' C2 10. 00, 90. 00, 00, 15. 71' 10, 00' N48. 04' 05' W 14, 14' C3 10, 00, 90. 00, 00, 15. 7 V 10, 00' N41' 55' 55' E 14. 14' C4 10. 00, 90. 00, 00, 15. 7 V 10, 00' S48' 04' 05' E 14, 14' C5 10. 00, 90' 00, 00, 15. 7 V 10. 00' N41' 55' 55' E 14. 14' C6 2. 00, 90. 00, 00, 3. 14' 2. 00' S48' 04' 05' E 2. 83' C7 5. 00' 90' 00' 00' 7. 85' 5. 00' N48.04' 05' W 7. 07' C8 10. 00, 90. 00, 00, 15. 71' 10. 00' S41. 55' 55' W 14, 14' C9 10. 00, 904 00, 00, 15. 7 V 10. 00' S48' 04' 05' E 14, 14' CIO 10, 00, 904 00, 00, 15. 7 V 10. 00' N41' 55' 55' E 14. 14' C I i 10. 00, 90. 00, 00, 15. 7 V 10, 00' S48' 04' 05' E 14, 14' C12 10, 00, 90' 00, 00, 15. 71' 10, 00' N48' 04' 05' W 14. 14' C13 2. 00' 90. 00' 00' 3. 14' 2. 00' N41' 55' 55' E 2. 83' C14 2. 00' 90. 00' 00' 3. 14' 2. 00' S48' 04' 05' E 2. 83' C15 10, 00, 90.00, 00, 15. 7V 10, 00' S41' 55' 55' W 14. 14' C16 10. 00' 90. 02' 50' 15. 72' 10. 01' S48' 02' 40' E 14. 15' C 17 10. 00' 89' 57' 10' 15. 70' 9. 99' N41' 57' 20' E 14. 14' C18 10, 00, 90.00, 00, 15. 7V 10. 00' S48.04' 05' E 14. 14' C 19 10, 00, 90' 00, 00, 15, 71' 10. 00' N41. 55' 55' E 14. 14' C20 10, 00, 90, 00, 00' 15. 7 V 10. 00' S48. 04' 05' E 14, 14' C21 10, 00, 90, 00, 00, 15. 71' 10. 00' N41. 55' 55' E 14. 14' C22 10. 00, 90' 00' 00, 15. 71' 10. 00' S41. 55' 55' W 14, 14, C23 2. 00' 90' 00' 00' 3. 14' 2. 00' S48. 04' 05' E 2. 83' C24 -2,00' 90.00' 00' 3. 14' 2. 00' N41.55' 55' E 2. 83' C25 10. 00, 90000, 00, 15, 71' 10. 00' N48. 04' 05' W 14, 14' REASON FOR REPLAT: TO CREATE 57 TOWNHOUSE LOTS LA PORTE SQUARE TOWNHOMES A SUBDIVISION OF 5.599 ACRES OF L D OUT OF THE JOHNSON HUNTER SURVEY, STRACT No. 35, BEING A REPLAT OF THE R AINDERS OF LOTS 1 - 16, ALL OF LOTS - 32, AND THE 16' ALLEY, ALL IN BLOCK 1159 THE 80' WIDE RIGHT-OF-WAY OF E. "L" S EET BETWEEN THE EAST RIGHT-OF-WAY LINE OF S. BROADWAY STREET AND THE EAST RIGHT-OF-WAY LINE OF TEXAS AVENUE (FORMERLY 1st AVENUE), THE 60' WIDE RIGHT-OF-WAY OF TEXAS AVENUE (FORMERLY 1st AVENUE) BETWEEN THE NORTH RIGHT-OF-WAY LINE OF E. "L" STREET, AND THE NORTH RIGHT-OF-WAY LINE OF E. "M" STREET, AND BEING THE REMAINDERS OF LOTS 3,17 AND 30, ALL OF LOTS 4 - 1���S ,ALLEYOF BLOCKID ALLEY BEING ABANDONED BY CITY OF LA PORTE ORDINANCE No. 1041), IN THE PLAT OF "TOWN OF LA PORTE", AS RECORDED IN VOLUME 60, PAGE 112, OF THE HARRIS COUNTY DEED RECORDS CITY OF LA PORTE, HARRIS COUNTY, TEXAS 57 LOTS 2 RESERVES 2 AUGUST 6 OWNER: COVENAN NEIGHBO OODS, INC. 3300 LYONS AVENUE S HOUSTON, TEXAS 77020 PHONE: (713) 223-1864, EXT. 13 FAX: (713) 223-5314 CONTACT: Mr. DAVID KIM ENGINEER: AUG 0 8 2006 By 0(u -' [I Gene Carroll and Associates, L.P. ENGINEERS 4 DESIGNERS .4 LAND PLANNERS 16010 BARKER'S POINT LANE, SUITE 105, HOUSTON, TEXAS 77079 PHONE: (281) 509-5700 FAX: (281) 759-8768 GCA Job No. 3534-02 SHEET 1 OF 2 s� 0 STATE OF TEXAS § COUNTY OF HARRIS § We, Covenant Neighborhoods, Inc., acting by and through Stephan Fairfield, being on officer of Covenant Neighborhoods, Inc., hereinafter referred to as Owners (whether one or more), of the 5.599 acre tract described in the above and foregoing plat of LA PORTE SQUARE TOWNHOMES, do hereby make and establish said subdivision of said property according to all lines, dedications, restrictions and notations on said map or plat, and hereby dedicate to the use of the public forever, all streets (except those street designated as private streets), alleys, parks, water courses, drains, easements and public places shown thereon for the purposes and considerations therein expressed; and do hereby bind ourselves, our heirs, successors and assigns to warrant and forever defend the title to the land so dedicated. FURTHER, Owners have dedicated and by these presents do dedicate to the use of the public for public utility purposes forever, an unobstructed aerial easement five (5) feet in width from a plane twenty (20) feet above the ground level upward, located adjacent to all common use public utility easements shown hereon. FURTHER, Owners hereby declare that all parcels of land designated as lots on this plat are originally intended for the construction of single family residential dwellings thereon and shall be restricted for same under the terms and conditions of such restrictions filed separately. FURTHER, Owners do hereby dedicate to the public a strip of land fifteen (15) feet wide on each side of the high bank of any and all bayous, creeks, gullies, ravines, draws, sloughs or other natural drainage courses located and depicted in said plat, as easements for drainage purposes, giving the City of La Porte, Harris County, or any other governmental agency, the right to enter upon said easement at any and all times for the purposes of construction and maintenance of drainage facilities and structures. FURTHER, Owners do hereby covenant and agree that all of the property within the boundaries of this plat, and adjacent to any drainage easement, ditch, gully, creek, or natural drainage way, shall hereby be restricted to keep such drainage ways and easements clear of fences, buildings, plantings and other obstructions to the operations and maintenance of the drainage facility, and that such abutting property shall not be permitted to drain directly into this easement except by means of an approved drainage structure. FURTHER, Owners do hereby covenant and agree that those streets located within the boundaries of this plat specifically noted as private streets, shall be hereby established and maintained as private streets by the Owners, our heirs, successors and assigns, to property located within the boundaries of this plat and always available for the general use of said Owners and to the public for fireman, fire fighting equipment, police and any other emergency vehicles of whatever nature at all times, and do hereby bind ourselves, our heirs, successors and assigns to warrant and forever defend the title to the land so designated and established as private streets. FURTHER, Owners do hereby certify and covenant that we have complied with, or will comply with the existing Harris County Road Law, Section 31—C as amended by Chapter 614, Acts of 1973, 63rd Legislature and all other regulations heretofore on file with the Harris County Engineer and adopted by the Commissioners' Court of Harris County. FURTHER, Owners do hereby certify that this replat does not attempt to alter, amend, or remove any covenants or restrictions. IN TESTIMONY WHEREOF, Covenant Neighborhoods, Inc. has caused these presents to be signed by Stephan Fairfield, President, thereunto authorized, and attested by —___—______, -----------, and its common seal hereunto affixed on this, the __—__ day of ------------------, 2006. Covenant Neighborhoods, Inc. By: — ---------- Stephan Fairfield President Attest: —__—__—. name here title here STATE OF TEXAS COUNTY OF HARRIS BEFORE ME, the undersigned authority, on this day, personally appeared Stephan Fairfield, President, and __—_____—__, known to me to be the persons whose name are subscribed to the foregoing instrument, and acknowledged to me that they executed the some for the purposes, and in considerations therein expressed, and in the capacity therein and herein stated, and as the act and deed of said Covenant Neighborhoods, Inc.. STATE OF TEXAS § METES AND BOUNDS COUNTY OF HARRIS § FIELD NOTE DESCRIPTION OF 5.599 ACRES OF LAND OUT OF THE JOHNSON HUNTER SURVEY, ABSTRACT No. 35, BEING THE REMAINDERS OF LOTS 1 — 16, ALL OF LOTS 17 — 32, AND THE 16' ALLEY, ALL IN BLOCK 1159, THE 80, WIDE BEFORE ME, the undersigned authority, on this day personally appeared ______________ RIGHT—OF—WAY OF E. "L" STREET BETWEEN THE EAST RIGHT—OF—WAY LINE OF S. BROADWAY STREET AND THE EAST ________, RIGHT-OF—WAY LINE OF TEXAS AVENUE (FORMERLY 1st AVENUE), THE 60' WIDE RIGHT—OF—WAY OF TEXAS AVENUE ____________________, and —_—_--___--____----_--_-----, --_—`----_----------, (FORMERLY 1st AVENUE) BETWEEN THE NORTH RIGHT—OF—WAY LINE OF E. "L" STREET, AND THE NORTH RIGHT—OF—WAY known to me to be the person(s) whose name(s) is/are subscribed to the foregoing instrument, and LINE OF E. "M" STREET, AND BEING THE REMAINDERS OF LOTS 3, 17 AND 30, ALL OF LOTS 4 — 16, LOTS 18 — 29, AND acknowledged to me that they executed the same for the purposes, and in considerations therein expressed, THE 16 ALLEY OF BLOCK 1160 (SAID ALLEY BEING ABANDONED BY CITY OF LA PORTE ORDINANCE No. 1041), IN THE and in the capacity therein and herein stated, and as the act and deed of said ______________. PLAT OF "TOWN OF LA PORTE", AS RECORDED IN VOLUME 60, PAGE 112, OF THE HARRIS COUNTY DEED RECORDS, CITY OF LA PORTE, HARRIS COUNTY, TEXAS, AND BEING FURTHER DESCRIBED BY METES AND BOUNDS AS FOLLOWS: GIVEN UNDER MY HAND AND SEAL OF OFFICE, this, the ___-- day of __________________, 2006. „ "K" COMMENCING at a 5/8 iron rod marking the intersection of the south right—of—way line of E. Street (60—feet wide) with the east right—of—way line of S. Broadway Street (a.k.a. State Highway Business Route 146, Segment "D"; . 100—feet wide), said point also being the northwest corner of the "Amended Plat of Churchill Place Apartments" as recorded at Film Code No. 527164, of the Harris County Map Records; --w--------------------------------------------- Notary Public in and for THENCE, S 03'02'33" E, along the east right—of—way line of S. Broadway Street, common with the west line of the "Amended Plat of Churchill Place Apartments", a distance of 400.25 feet to a 5/8—inch iron rod found for a point for the State of TEXAS corner, from which a found concrete TxDOT monument bears S 20'12'11" E a distance of 1.03 feet, and being the southwest corner of the "Amended Plot of Churchill Place Apartments", said point also being on the north right—of—way line of E. "L" Street (80—feet wide, unimproved); . THENCE, N 86'55'55" E, along the south line of the "Amended Plat of Churchill Place Apartments", common with the north right—of—way line of E. "L" Street, a distance of 10.00 feet to a 5/8—inch iron rod with cap set for the POINT OF BEGINNING and the northwest corner of the herein described tract; THENCE, N 86'55'55" E, along the south line of the "Amended Plat of Churchill Place Apartments", common with the I, John Weeks, registered under the laws of the State of Texas to practice the profession of land north right—of—way line of E. "L" Street, a distance of 316.03 feet to a 5/8—inch iron rod with cap set for an interior surveying, do hereby certify that this plat accurately represents the results of a survey performed on the corner of both the "Amended Plat of Churchill Place Apartments" and the herein described tract, said point also being on ground under my supervision, and that all boundary corners, angle points, points of curvature, and other the east right—of—way line of Texas Avenue (formerly 1st Avenue; 60—feet wide, unimproved); points of reference have been, or will be marked with 5/8" iron rods not less than thirty (30) inches in length, and that this plat complies with the requirements as specified in the City of La Porte, Texas THENCE, S 03'04'05" E, along an interior line of the "Amended Plat of Churchill Place Apartments", common with the Development Ordinance. east right —of --way line of Texas Avenue, a distance of 135.00 feet to a 5/8—inch iron rod with cap set for an interior corner of both the "Amended Plat of Churchill Place Apartments" and the herein described tract; THENCE, N 86'55'55" E, along the south line of the "Amended Plat of Churchill Place Apartments", common with the north line of the herein described tract, a distance of 266.42 feet to a 5/8—inch iron rod found for the northeast corner of the herein described tract, the southeast corner of the "Amended Plat of Churchill Place Apartments" and being both ---------------------------------------------- _— John Weeks R.P.L.S. — on the west right—of—way line of Oregon Avenue (formerly 2nd Avenue; 60—feet wide) and the east line of block 1160 in Texas Registration No. 5332 the plat of the "Town of La Porte"; THENCE, S 03'04'05" E, along the east line of the herein described tract, common with both the west right—of—way line of Oregon Avenue and the east line of block 1160, a distance of 345.32 feet to a 5/8—inch iron rod found for the southeast corner of both the herein described tract and block 1160, and being on the north right—of—way line of E. "M" Street (60—feet wide, unimproved); THENCE, S 86'55'52" W, along the south lines of blocks 1160 and 1159 in the plat of the "Town of La Porte", common with the north right—of—way line of E. "M" Street, at a distance of 266.42 feet, passing (2) 5/8" iron rods found for This is to certify that the City Planning and Zoning Commission of the City of La Porte, Texas has both the east right—of—way line of Texas Avenue, and the west line of block 1160, and at of 326.42 feet, passing both approved this plat and subdivision of LA PORTE SQUARE TOWNHOMES, in conformance with the laws of the the west right—of—way line of Texas Avenue, and the east line of block 1159, from which a found 5/8" iron rod bears S State of Texas, and the ordinances of the City of La Porte, Texas as shown hereon, and the 44'17'35" E, a distance of 2.40 feet, continuing in all a distance of 582.85 feet to a 5/8—inch iron rod with cap set for authorized the southwest corner of the herein described tract, from which a found 5/8" iron rod bears S 49'31'48" E, a distance of recording of this plat, this, the _____ day of _________ ____, 2006. 2.60 feet, said point also being on the east right—of—way line of S. Broadway Street (120—feet wide); THENCE, N 03-01.15" W, along the east right—of—way line of S. Broadway Street, common with the west line of the herein described tract, at' a distance of 400.33 feet, passing the south right—of—way line of E. "L" Street, from which a found 5/8" iron rod bears S 38'09'54" E, a distance of 2.75 feet, continuing in all a distance of 480.33 feet to the POINT OF BEGINNING and containing 5.599 acres (243,893 square feet) of land. By----------------------------- ----- Director, ,La Porte City Planning Department Attest: BY---------------- La Porte City Engineer Attest: BY---------------------- Secretary, La Porte City Planning and Zoning Commission BY— — — — — — — — — — — — — — — — — ---------------- Chairperson, La Porte City Planning and Zoning Commission GIVEN UNDER MY HAND AND SEAL OF OFFICE, this, the __—__ day of —___—___ _, 2006. I, Beverly B. Kaufman, Clerk of the County Court of Harris, do hereby certify that the within instrument with its certification of authentication was filed for registration in my office on ____________________, Notary Public in and for the State of TEXAS We. _ -- owner and holder of liens against the property described in the plat known as LA PORTE SQUARE TOWNHOMES, said lien(s) being evidenced by instruments of record in Harris County Clerk's File No. _—_—_—, and —__—__ of the Official Public Records of Real Property of Harris County, Texas, do hereby in all things subordinate our interest in said property to the purposes and effects of said plat, and the dedications and restrictions shown herein to said subdivision, and we hereby confirm that we are the present owner of said lien(s) and have not assigned the some nor any part thereof. By: --------- name and title here By: ------ ------- name and title here 2006, at ___--, o'clock __— M. and duly recorded on --____—_—_ 2006, at ___--, o'clock --- .M., and at Film Code No. _____________ of the Map Records of Harris County, for said County. WITNESS MY HAND AND SEAL OF OFFICE, at Houston, Texas, the day and date last above written. Beverly B. Kaufman Clerk of the County Court Harris County, Texas By: ----- Deputy REASON FOR REPLAT: TO CREATE 57 TOWNHOUSE LOTS LA PORTE SQUARE TOWNHOMES A SUBDIVISION OF 5.599 ACRES OF LAND OUT OF THE JOHNSON HUNTER SURVEY, ABSTRACT No. 35, BEING A REPLAT OF THE REMAINDERS OF LOTS 1 - 165 ALL OF LOTS 17 - 32, AND THE 16' ALLEY, ALL IN BLOCK 1159, THE 80' WIDE RIGHT-OF-WAY OF E. "L" STREET BETWEEN THE EAST RIGHT-OF-WAY LINE OF S. BROADWAY STREET AND THE EAST RIGHT-OF-WAY LINE OF TEXAS AVENUE (FORMERLY 1st AVENUE), THE 60' WIDE RIGHT-OF-WAY OF TEXAS AVENUE (FORMERLY 1st AVENUE) BETWEEN THE NORTH RIGHT-OF-WAY LINE OF E. "L" STREET, AND THE NORTH RIGHT-OF-WAY LINE OF E. "M" STREET, AND BEING THE REMAINDERS OF LOTS 3,17 AND 30, ALL OF LOTS 4 - 16, LOTS 18 - 29, AND THE 16' ALLEY OF BLOCK 1160 (SAID ALLEY BEING ABANDONED BY CITY OF LA PORTE ORDINANCE No. 1041), IN THE PLAT OF "TOWN OF LA PORTE", AS RECORDED IN VOLUME 60, PAGE 112, OF THE HARRIS COUNTY DEED RECORDS CITY OF LA PORTE, HARRIS COUNTY, TEXAS 57 LOTS This is to certify that ____________________, Owner or Authorized Agent of the Owner of land being platted or subdivided in the above and foregoing map of LA PORTE SQUARE TOWNHOMES, approved by the La Porte City Planning and Zoning Commission, do hereby authorize Beverly B. Kaufman, Clerk of the County Court of Harris County, Texas, or her Deputy, to return the original recorded map or plat of said OWNER: subdivision only to the Director of the City of La Porte Planning Department, or his/her Authorized Representative,.COVENANT Department. who l o shall file such original recorded map or plat in the permanent records of that NEIGHBORHOODS, INC. 3300 LYONS AVENUE, SUITE 203 HOUSTON, TEXAS 77020 By: -------------------=------------- By: ---------------------------------- PHONE: (713) 223-1$64. EXT. 13 FAX: (713) 223-5314 Director, La Porte City Planning Department name printed here: CONTACT: Mr. DAVID KIM 2 RESERVES 2 BLOCKS AUGUST 2006 ENGINEER: Gene Carroll and Associates, L.P. ENGINEERS 4 DESIGNERS 4 LAND PLANNERS 16010 BARKER'S POINT LANE, SUITE 105, HOUSTON, TEXAS 77079 PHONE: (281) 509-5700 FAX: (281) 759-8768 ty, GCA Job No.3534--02 SHEET 2 OF 2 "�' �! � I I AMENDED PLAT FND 5/8 IR (CONTROLLING) CHURCH ILL PLACE A F� A R M E N T S I i OWNER/DEVELOPER: FND CONCRETE TxDOT MONUMENT m opI I-�, STORM MANHOLE w/ I I LL_1.03'13�< RESTRICTED RESERVE „A„ GRATE INLET LIDaEARs s2a-211"E o; �I { FC No 527164, HCMR TG 12.52 COVENANT oz I FL 30" HDPE NE N/A I I m I �O ' I I m I I SANITARY MANHOLE I W I cr' I FL 36" UPM W N/A { I NEIGHBORHOODS, INC. RIM 13.17 1 +n C" 1 N 1 FL 36" CMP S N A co ,n / I I 3300 LYONS AVENUE, SUITE 203 c� 14 obol I z 1 STORY BRICK FL 18" RCP S -4.08 (BSL) I b I o oI (MANHOLE SILTED IN 1 I HOUSTON. TEXAS 77020 q I II I U AND WOOD FL 18" RCP N -4.08 (BSL) I N I z I o & FULL OF WATER) I I PHONE: (713) 223-1864, EXT. 13 U` = CONCRETE FRAME FAX: 713 223-5314 { I ( z - r PAVEMENT WIT APARTMENT 1 STO BRICK AND r I I I I ( ) o CONTACT: Mr. DAVID KIM ~ ' TSN'3€AI ` I CONCRETE CU y AND GUTTER COMPLEX I /i w0 FRAME I I I M / I I 1, OFFICE Y [C] S I N I I / 15' STM SE Fq 1 III I it , t • I to -ems 1" [D] HSP P=, RESIDENTIA BUILDING I z 5N* No 527164 15 1,, 1 23 III Co w i I ,cc�� R HSP I 1 r t¢n 1 1 1 �OEZ� HCMR o tiJ a I % I I o / 5 I l rF 1 11 _� I I { I t_..ir 4 PVC STORM o I I I / Q M wl Y \ - [ y N 86 55 55 E _ :.��.:.a s� *'€ , >t . v c•� DPE --s M - ��� � -I I - I 1 I 36'� /,• � -, - \ C� I i I ' .�. ti- i,.:��•- p Q p �\ O� --- •-_. + I I ;; ,.. -; 1 STORM 5 �� - \ \ N o r r _ I -2.6' 03 1 1 `F w 3 DC; ' -s - 15 HDPE ` .'" TM— Q / 10' BL � FC No 527164 HCMR • CO ' .; .. ST 1K:. I` n I & SL f r B C 6' WIF - \ 16 6' WIF I _ w 3 D - C & S I -- - SET 5 IR w - 8" CAP - — -- E / I 0 OE`= d�— \ I ¢ 6' 1 STORY BRICK I. «� IF (� 0 Y IC AND \- - - - - C N I I- s. I - --- \ (l WOOD FRAME 00ill 1 24" [A] CLUSTER �., I `=\ 6" CMP RESIDENTIAL BUILDING 1 \ \ II I I I I z j,�/tJ/ f w ~ � " I• 3.0' �-- 110 II OUTFACE SET 5 8 20' BL I - . I _ / ~ ; I w I IR w C I /CONCRETE SIDEWALK U .z ' 1 1.0 �.' I2.1, ENC120 S655 'WE T 111 aY0 10 a ENC OACH EN w I _I ( ( CONCRETE ):.. 0- c 6" --�. JSTREET AVEMENT lj6 EAST " u STREET o o v I I I �S CJ I I 80 TY O CI O r w o_ ( m. l .1.. 3..l: + III I(80, CITY RIGHT-OF-WAY) RIGHT--OF-WAY)CA 0 1 u 1 L-- -- 12.0 6" " ! N II 3' [�� 03 04 05 E 135.00 --------------- — ® „o 3 Willi =lo Ir: z 1J0 I" I _` 4; I 4r i 12 0 u I I I ,yY �p�c' off' ' GROVE OF (20) [ i < ---- 11.0 ! s4{B I OD 6" " ' I II `P '� — 4„ [F N86055'55"E 266.42' f 4 I ' 12.0 m I k TSNi I I 13 cn12'� 3 12'UJ i to I I� o (; ; 1 I �, Li.l TBM No 1 X I/ /, STORY BRICK AND 1 STORY BRICK AND �, , SEE NOTE 4 I „ 3 i ¢ I z ac �., I WOOD FRAME - WOOD FRAME = 3 3 I RESIDENTIAL BUILDING ..' I \ G '' RESIDENTIAL BUILDING <: ( I I ILDINIG I a I o � I I J SET 5/8 IR O w s w ., I I w _W_W w—w � ; I m � w CAP I I 3 I_ S WOOD w: w W 13, 0 a_ I it IN I 3 12"12 I l r o 10' BL FC No t �% GEzp t - - ¢ I ) e ( z „ STM STM M I I I 527164, HCMR r- i - -t FND © o o �„ BRIDGE - CK SI 1 v 4 - _ _ - _.------- 1.4' I j; W ERA - , ; ,: CONCRETE SIDEWALK Q[1-. R' erTF — — — _ — — — — — — — — — — W I I � �; m :.� . I I � I � ss ss „ ss gr I I 1.1 - - �� �� _ �. sroRM - - _�-�-�- ¢ I = o „ $ ``- N I 3 I I =� --� - - - -��_ _ 6' WIF BF - LAD MB w t- II cJ I I^ 7 iPw.Ld -:50. I -' v, ll w f 3 � j BFC — --13. 0 w w - -2 m I I �l a (n 1 _ f '7C10`' = Q jl o tt== I i rs" - ----- -- `� 12" w w w i 3 $ I ¢ s— ' I 1 „ I 0 IF �% cr,. II ( �I — S SS „ ® STM STM 12 STM STM ® „ I �' o 00 4 o I a "I z Zit I I I 3 3 } 4 o l £- I 4 I ^ W, u , ; 18 III o I o I $ 3Ig" } i 6" IM I I X I_ I �w—w r w—� Knj3 I — �I N WI `V_ _ ------------ - I --------- --- -- --- 6" cn15" ---'- ---- ----- - - -- - - - - - -- .'dam j I Q STORM-'!# -' I �'i a _ I N 3 I o cn ' -w- N w- 0 n' I WATER- 14 Q 27 I. w G'P I O" �W LEAD o I = STM . I 61' .cam, w I .„ W k`�„ I r O rn ^ J CA CY)3 � 3 o I �n6"IN "Lo � U) I I O cn w d mS 3 I I fin �--w zr w- w w w 6—w „ w w " w w—w c� r, a III I c� o 6 - - U, 6 $ _ o ,a a o —�-- w w—w w w w---w--w w W_W w-�}- w—w--V-w—w—t�w w w—w w w >° _ __.... UGIDDEN 'IFIED 14L.T ?` I I ( I M _. __... ..- _ 15 �� 24" 24" o UTILITY-,,,. u _ _ _ I I I P N m STM „ " S M 24 STM — STM STM ST S STM STM STM STM 1 �TM ST co _� co 2_51 on 04 UJ b j I I �£ -°...Ill 7 SS 5S ss, SS ha-1 l' k " CONCRETE o I I' ¢ o { „ " 3 aoi :.., DRIVEWAY R U I H I I) I I I CA W s o _.,„ i I III 3 N w w---w— w w �„ I �, QD 0011 ,O,r ..-1158 _ _ _ _ III II III .�Ip6p�u�' II(I ;��J, �Q i�o � •x: . o IIII o^ IiItI o III I 1I{ 33 6"��,1-----------------------------'-- `�"6�3 SS 8„ �23 Cc � o ; (s Z o$" W6r 12" ST a�6 [A f 12 UJI _ �J_ a I I wo o STM STM STM STM i o I H ] _ _ 4„PVC -OUTFACE °° I Z :.L Q i $ W 1 I I a in I _ems ° I I { l N o 8v1 Cn tn8 I z hyy CONCRETE I ~ O 2 Br I W> >NEWAY Q U I > m -4 . > { w w w w---w--w--�r �, w w—�r—w w--- —w w w w—w—w :I CD >ZD � I I I w i NI o I 4 N N `Q W ~ I i I o p - to cn 3 %yi ASPHALT CD ~� - I I j „ „ " 12� Q ¢ z 6 S 6 I 1 m O 6 6 wI Q I= Q I I :H (I o 6" 2" ¢ ^ °° o j } m l FW o .' I I I I I I I o f l \i w i III 4" D I Q 4' I ,1 J �, I I SS o T \ Q I I I I I w 12" ¢ I S,TM z 15 II �- F-+ i -.WATER 1 i.o i I o- z ------- -- w w TBMNo2 20'BL (5FND 5/8 IR a$ LEAD o (CONTROLLING) { j 1; YJ® I 1 CD — I-1 1 12, 0 z __' WATER `_ DITCH - ��, MT/� 11.0 _ �- _ w w - ,- - w : I- --- '�_� �i; AIT-..-. CH FL - - g o 10. 0 � -4 110 - - - 1 i FN o ! -- 12.0 2-1�2 CPE_ GAS (IP STL) ' - -- _ ---�, WATER -- --___ Q c cm-- "� ? I I I j SET 5/8" IR w/ CAP „ `= 12.0 14p -9.0 --- -- -- -- 10.0 9.0 c- - - -c 7.0 - I " 15 RCP CULVERT �11 36' RCP 4" CPE GAS IP STL 20" B FND 5 8 IR BEARS GRASS AND GRAVEL ROADS w-""�^rTL- �c- —� - 9.0 - 8.0 70 8.0 -- / EAST "M" STREET ----" c '00= ' N 100 90 ( ) I � I• - I � I [ ] S49'31'48"E 2.60' ROADBED ------------ - -- _�WT€>�tiiVE -- --- 1 11 11 I b o ° �' 36" RCP CULVERT - "12, 0 _ _____ o / 11.0 WEST M I` �.. , UI o: 1 I "'- - D TCH FL -- --- (60' UNIMPROVED CITY Q S86G5551 "—582..��' --` 13.0 M"� o -11.0 - ____F��' cn a.c' d - 12.0 �� 1 / I I STREET -`a RIGHT—OF-WAY} - GRASS AND GRAVEL ROADBED—�BM--NO 3 / / - -_.` I GRASS AND GRAVEL ROADBED \ r7 i cv c UNIMPROVED 12. / J < ROADBED 12 0 I I } I I 0D`" (SEE NOTE 6) �, // r (60' CITY - I I I I ti� I E tq 0 __ �-_ - 1> - - �� ° tulCtL__ fi /Q RIGHT -OF' -WAY) I - — — Q 12. • ss - _ _ _ — FL — I 11. o — _ D�� _ �/ 11.0 E —I- -7 I S SS— -"�o•> c•,i r -- -- -S --- S..' -- r_ — $�1 c, of o o.._._.__ ss- _._ ..- -Ss �8" SAN SEW -- - 1R' SAN SEW � -34. . �.- - j ---- 18" SAN SEW {•�v-JfsTQ SEW-- �_-- 1�0 -- _ ` >106 11.0 I I 1 I % �-'-- _ 12 0 ` --- -- Jz0 ���� - ,�, �� / / j F 120 / --y _ P rr`` �- - - -- 12. o F�\ oI i I FND 1/2" IR w/ CAP ,f WpODEO / j/FND 1/2-'- WY A C A N T �- ,"52�II H I - I I MOOERA1Et / / IR w/ caP S Y L VooA N BEACH F I R 0/ P E R r r �'., I ��, S y III~WII`�I ,, II vA cAN r PR t / 1S- s�L� W° Vol3 P RST SUB p`IVISION s •3� '9 ` IQ I I ¢ ¢ r w _ I� P E R T Y ! SANITARY MANHOLE ' 9 72, HCMR j \ S r , �/ �� o CD r.- I ANITARY MANHOLE �` RIM 12.85 WOOOE O S" (9 c~i,I I I d I RIM 13.00 ° Fib III °O I' I > '( I o rJ FL 18" RCP W -0.30 BSL Y ` FL 18" RCP E -1.68 (BSL) 1 MOO�RA 1 SF N1 v� a 1 I I I I ( ) � FL 18" RCP W -1.68 BSL �pR 31 `� f ..I I N I r l I 1 FL 18" RCP W -2.42 (BSL) r f \ ` ( ) 3 II N I i ¢ }' • I I m FND 1/2" IR w/ CAP f FL 18" RCP N -2.42 (BSL) O �/0 0 I1 \°F� O r it I cyq REV.: DATE: DESCRIPTION: Acid 0 9 1UU4 I UU �. - - By oc 19_)� tp 146 �co p M T PKWY. � �':: }::::-:?::-: }:: }:::=:::•:::: Z 3 - - n � a 0 o CITY OF - 0 -.a LaPORTE m ���• :::,,.-fib:._:_: M" F poi REST :::: .....:...:;- 0 HCFCD Unit No -N- F216-00-00 146 PROJECT LOCATION VICINITY M:AP:::::::::: SCALE: 1" = 2000' HARRIS COUNTY KEY MAP: 580—G ZIP CODE: 77571 GENERAL NOTES 1. The eastern -most northeast corner of the subject tract (0.06 acre as scaled from map) lies in shaded Zone 'Y'; (areas determined to lie within the 500-Year Flood Plain); the remainder of the subject tract (5.54 acres as scaled from map) lies in unshaded Zone 'Y'; (areas determined to lie outside the 500-Year Flood Plain), as depicted on the Federal Emergency Management Agency (FEMA) Flood Insurance Rate Map (FIRM) for Harris County, Texas and Incorporated Areas, Community Panel No. 48201CO945 J, Map Revision dated: November 6, 1996. Site location determined by scaled map location and graphic plotting only. 2. The subject tract lies in shaded Zone "AE"; (areas determined to lie within the 1% annual chance Flood Plain where Base Flood Elevations have been determined), as depicted on the Tropical Storm Allison Recovery Project (TSARP) version of the Federal Emergency Management Agency (FEMA) National Flood Insurance Program (NFIP) Flood Insurance Rate Map (FIRM) for Harris County, Texas and Incorporated Areas, Community Panel No. 48201CO945 L, Preliminary Map Revision dated: September 30, 2004. Site location determined by scaled map location and graphic plotting only. 3. Bench Mark: Harris County Flood Control District (HCFCD) Reference Mark No. RM 060020, located on the eastbound side of Fairmont Parkway at its crossing with Little Cedar Bayou (HCFCD Unit No F216-00-00), approximately 0.1 mile east of State Highway 146. Bench Mark is an aluminum disk stamped "F 216 BM-03", set in the sidewalk on the south side of the eastbound (south) bridge, situated over the centerline of the downstream side of the bayou. Elevation = 12.97; NAVD 88 (2001 Adjustment) 4. Temporary Bench Mark (T.B.M.) No. 1: The top of the center adjusting bolt on top of the fire hydrant located along the west right-of-way line of S. Broadway Street (Business Route of State Highway 146, Segment "D"), approximately 104 feet west of the northwest corner of the subject tract. Elevation = 15.57 5. Temporary Bench Mark (T.B.M.) No. 2: A Railroad Spike set in the northeast side of the power pole located along the west right-of-way line of S. Broadway Street (Business Route of State Highway 146, Segment "D"), approximately 113 feet west of the southwest corner of the subject tract. Elevation = 13.90 6. Temporary Bench Mark (T.B.M.) No. 3: The top of the center adjusting bolt on top of the fire hydrant located at the northwest corner of Lhe intersection of unimproved E. "M" Street and Oregon Avenue, at the southeast corner of the subject tract, Elevation = 15.13 7. City of Lo Porte Bench Mark: City of La Porte Survey Monument No. 57, located in the western half of the S. Broadway Street (Business Route of State Highway 146, Segment "D") right-of-way, near the intersection of Garfield Boulevard, north of Little Cedar Bayou, approximately 499 feet south of the southwest corner of the subject tract. Bench Mark is a brass cap with a punch mark, situated approximately 7 feet west of the edge of pavement, and approximately 8 feet east of the sign that reads "Watch for ice on bridge". 0 Elevation = 12.66; NG Ad1us r Q YN /O e subject tract is Zoned "GC". y.-- Gene Carroll and Associates, L.P. CIVIL ENGINEERS 16010 BARKER'S POINT LANE. SUITE 105, HOUSTON, TEXAS 77079 PHONE: (281) 509-5700 FAX: (281) 759-8768 0 15 30 45 60 90 0 BAR SCALE: 1" = 30' Z LA PORTE SQUARE TOWNHOMES 1301 S. BROADWAY STREET LA PORTE, TEXAS LEGAL DESCRIPTION OF 5.599 ACRES OF LAND OUT OF THE JOHNSON HUNTER SURVEY, ABSTRACT No. 35, BEING THE REMAINDERS OF LOTS 1 - 16, ALL OF LOTS 17 - 32, AND THE 16' ALLEY, ALL IN BLOCK 1159, THE 80' WIDE RIGHT-OF-WAY OF E. "L." STREET BETWEEN THE EAST RIGHT-OF-WAY LINE OF S. BROADWAY STREET AND THE EAST RIGHT-OF-WAY LINE OF TEXAS AVENUE (FORMERLY 1st AVENUE), THE 60' WIDE RIGHT-OF-WAY OF TEXAS AVENUE (FORMERLY 1st AVENUE) BETWEEN THE NORTH RIGHT-OF-WAY LINE OF E. "L." STREET, AND THE NORTH RIGHT-OF-WAY LINE OF E. "M" STREET, AND BEING THE REMAINDERS OF LOTS 3,17 AND 30, ALL OF LOTS 4 - 16, LOTS 18 - 29, AND THE 16' ALLEY OF BLOCK 1160 (SAID ALLEY BEING ABANDONED BY CITY OF LA PORTE ORDINANCE No. 1041), IN THE PLAT OF "TOWN OF LA PORTE", AS RECORDED IN VOLUME 60, PAGE 112, OF THE HARRIS COUNTY DEED RECORDS CITY OF LA PORTE, HARRIS COUNTY, TEXAS THIS D=MENT JOB No.: 3534-01 ORIGINAL HAS BEEN.RELEA FOR ?HE PUR QSE F . ¢ ISSUE DATE: 08/02/06 DRAWN BY: " •< REVIE DIML; Y, UNQER TH: AUTHORITY" OF Ni CHAEL'-J L1 WISr P. CHECKED BY: SHEET No.: TEXAS: LICENSE, Iva, is 01, 6N JULY 19.20 6 THIS l C i U.,, ,14T-SHALL NOT BE USED FOR CONSTRUCTION OR ANY OTHER PURPOSE.