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LINDA WELCH HAWES ADDITION - VOL 35, PAGE 518C 5 15 4 3 2 I 6 4 BLK 1190 3 2 1 6 BLK 1 18 9 4 3 2 1 GRAPHIC SCALE IN FEET 0 40 80 120 160 111111 1111 1111 111111 fill 44.4 Ill( III II fill i111 4.0 (lull 3..9......... 3=7 - 3 6 3.5 3.5 3.4 3.5 3.5 3.7 3.5 3.3 3.4 3.6 3.8 3.8 1111 Ntl ---------•- ...... ..... .... --- ... ...... ...._ ..... ............................... + ..._....... nub + + + �_.................. �.. ......._._..... + ....... u ��0-.-_ A,+ n t--•---•---___--•------•---.-_-___---_-___+---............-•-•---•--.._.........+--•-•-----._----.__---•------•-•---•----•-+-------------•-•---•----------_-.-_-_-•-•+--••------------------------- .----_---+.--__-.--__--•---•----••-•----••-----•+3=8------------............._.....�µl !u SET S/B 2 6 e b __+Z:4 2.0 X2.1 2 4 - -*� 3- - -{2--3- f1 - A'-2�' _`At 4 .8 _ N# a -- --- - I _� - - f- i-.-- 2_4 fill 11 11 SO.00' SO. GIO' +3.2 SO. Lao' +2.7 SO.00' SS. GIO' SD. 00' SO. GIO' SO. A0' +3.1 SO -001 SO.010 43.0 SO. TELEPHOINO, &V SO. W, SO. tv. SO.00' SO. AO' 6S.,GYJ' � �8 1 1 ul +3.4 +2.8 +3•t + t Ft PEDESTAL /OAlitG1 S UTlL/TYEASE�EN7l.9------------- ----------------- c { >1-� to pQI/AGQr L /L /T!'E.I.fE'AENI --------------------------------------------------------------------- ♦ r------- fl I � I I ?O' B.[. 1b' �N[. 10' J. L. 20' B.L. 10 B.L. ZO' g. Z. 10 B.L. ?O' B.L. 10' S. L. 10' B.L. 10' B.L. 10' "a. 1. 10I's. L. 10 B.L. ?O' 'g. L. 1 dC[. 10•B.L� �-- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- •- -- -- -- -- -- -- -- -- 2.0 2. O I II 1 I 43.5 3.9 +3 s jj t3 r +2 9(1 I +4.1 t3.2 +4.3 +4.3 +3.5 +3.4 +4.4 +4.0 +3.4 +3.3 +3.2 3.3+ 4-3 3 3 1+ +� •' +5� 1 1 1 II 1 1 / 1 1 I 1 1 1 1 +4.5 1 1 1 1 1 1 1 1 1 1 1 , +4.1 1 1 1 1 1 1 1 1 1 a'•) a -i 1 1 1 1 1 1 I 1 +4.3 1 1 +4.3 11 . I II 1 1114 1 +4.1 +4.3 k -4I +4.3 h l % +4,0 % g% 17 Oh j16 ( 'IOO�%I 14) I +4.6 h 3 h t1 3 . +3.3. . . t t4.2 . +4.6h M �\• h In h _4, iIi b i• t . ♦ If -} 1 +-3.41 ' yl \, \ If 1.2 \, \ \� \ \1 4 V, 1 I 1 1 V V I v 1 V 1 V V V -4 V V V V V V V �, V V V V FL�•4 A I � , � •V , V V . � I � I a( , � V , � 'V , 'V 'V , 'V 1'V � , V � 1 1 `Q `V , 'V •V , V `V , `V `V 1 � `V , `V 1 \. I ♦ ,♦ ,♦ ♦ .♦ I ♦ 1 ♦ ,♦ ♦ 1♦ ♦ ,♦ ♦ ,♦ 1 ♦ 1 ♦ +3,G ♦ , ♦ ♦ , ♦ , ♦ ♦ 1 ♦ ♦ ,♦ v I h h h� h b 1 4► 1 � I �^ 1 h h� h h 1 h h h h h h 1 b h �-------------------- --t.1 ---------- 1-----------�- 1------ 1-------�� -1- J-------�3.t_ J-------� Z- ---- -+ 1--------#3-�1-----------+3r} - �Z;7---------� 3.7 ---------r- 1---+i.5-�- J---- �M.c1- J - -t,:5-1_ _�b.�_L _�-i.3 _-ZS. , +6.0 FND S/B' +3.8 ?O'Li4A/ANC2� UT/L /Tl'E•I.A�3Ea'T +2.5 +2.5 ?0'A21lN.IGL� UTIL/TYE./SE.fENT REBAR 50.00' SO. Gid' SO. Lam' SO.OG'' = SS. 00' 50.011' SO. L70' SO. AO' SO. Lao' S0. m S0. w SO. w S0. w SO. X SO. G1J' SO. &V 6.5: A9' HU HU t3.9 +3.8cmact Hu hu hu POWER • +2.1 +2.7 P.,` r, --NO 5/8 +3.8 ,00~ 7000�� P ER POLEL4 I ' B+3.3 EBAFi' V V fNv 5-4.r + +2.6 +4.2 +2.5 REBAR 5.6 • 5. q .. 5.4 ............................5- ! 5.0 + .0 +2.4 ..........._+--. _....._......_ .. . LOT 1� LOT 1 L Or 12 INOIC.4T E S S,67 5/9 INCH OI,4METER REB,4R 1YITf/ YELL 01Y PLASTIC CAP STAMPED HURB,4N SL1RkZ-YING► INC. a C0##zf-/-?cz- 5,TIFZTIT : S. tt 2t5 +4.0 t3.0 +3.2 t2.8 +2.8 +2.7 +2.5 +3.1 F3.3 +3• tl-i # 1.4 �i i; t 2.8 5.8 5.7 X5.5 +3 3 +3.4 +2.6 +4.4 P 0 B T O "c 9 N N O p T+0 K A' S I4r' Z- +3. e ll O L U111 2 ,2 P G' �' 1 LOT 1> LOT 2 ' %�' J� r LOT 11 LOT 2 t3 3 REB,4R 5+1 +3.1 t2.1 t3.1 +3.0 +2.6 +2.9 2. 1/ 1L'2. (i O R 1/ ,tJ +3.2 +3.1 +3.6 43.0 8t 1.1 t, 4 3 �t L 2 4 t3.1 +4.9 r ER +4.6 J F• - LOT 10 LOT .1 LOT 10 LOT .� t26 +3 + + 42.6 t2.5 +3.6 +3.0 +3.2 ..2 +3.2 t2•b t3.3 J5.2 3.2 •6+ I.j ' � +4.5 _ t +3.7 -- -- -- -- - __- - - _ t4.11 +2.1 %b cl LOT 9 LOT 4 LOT 9 LOT 9 + + t2.3 +2.6 t3.3 t4.1 t3.► +2.T +4�1 +3.0 43.4 +2.5 i3.2 ' 43.5 6+ �1.4 1i•4 i 2.1 r 2 +2.5 +2.3 43.3 +2. +3.5 t3.2 - +2.5 +3.0 +3.1 +2.3 LOT It/ LOT S LOT 18 +3.4 OT .5' + t POWER 2.7+ +3.2 }3.4 +3.3 +3.3 +2.9 t2.6 +3.2 +3.2 +2.0 2.5 +3.1 +2. +2.1 . j 1 1.4 I•b 3 1.3 :3.4 5.1 3.3 +3.4 4 2. 3 TELEPHOW PE CE STAL +20 +1.3 3.4 3.0+ #3.3 t3.1 +2'4 +2.1 2.7t F'4 R POL +1.7 +2.6 +3.0 1.3+ 4 2.2 2.0+ 3.8+ +2.3 LOT 7 +2.9 +3.7 + +3.6 _ }t.9 t2.6 t3.1 +2.5 L0T46' +3.5 +2.4 +2 9 Z077 LO +3 6 t3.2 +2T 6 , GUY AH t 4 5.1 +2.2 +2•G 2.3 1-• +3.6 3 h F�t1ER.: +2.4 +3.3 FND C r 3., m GUY Jh 4-1.6 +2.6 POWER PIPE 1.2 PaE +2.2 +1,8 uUY ANCHOR _-...................... t2.3 2.6 +2.1 4 2. 1 r.9 hs1 ELEST� +1.4 +3.2 tt.t 4-3.0 +0.0 +0.3 t0.7 POWE1.1 pot R - -__. PDLE * 5 42.0 +2.7 +t.8 +2.0 -_ . 1.0 t.4 t3. .1 0 4 1 .3 -F -- t _ , - t2.0 +3.1 +2.6 CULVERT FL 1.1+0.3 +0,5 - - '`-_'-"-+- - 1.0 a +5.1 +3.3 2.5t +5.1 ��\ t2.3 +2.6 +4.5 \................ ...................................... �ii�Ef�CE 3.2 Tf�EET r3 3 2.9 2.6 1, ! • ,r 2.1 +3.7 3.4 \\\ c- 361-578-9836 STREET NAMES: NO NEW STREET NAMES PROPOSED. DRAINAGE: SEE DRAINAGE PLAN LAND USE: RESIDENTIAL WATER & SEWER: TO BE PROVIDED BY PORT O'CONNOR MUNICIPAL UTILITY DISTRICT EXTRATERRITORIAL JURISDICTION: THIS PROPERTY IS NOT LOCATED WITHIN THE EXTRATERRITORIAL JURISDICTION OF ANY MUNICIPALITY T/&i-4.9 FND S/B ' +2.2 ' REBAR 2,; t .3 /BH -5.G t.4 +2.1 lBrl �5 . J 2.3 +1.7 +I.t1 t2.4 +1.8 +2.0 +1.6 +1.8 +2.3 +2.1 tl•T BLK 218 FLOOD PLANE STATEMENT FL -1.9 C--zz: ' 2 7 ... 'EkT 3.5,••'•' ~ +; �L=t.7+2, 7 FNO S/B' 3.6 REB.4/P 4CCDRDING TO THE FLOOD INSURANCE RATE MAP (FIRM) FOR CALHOUN COUNTY. TEXAS. ;O"NITY PANEL NUMBER 480097 0208 D. MAP REVISED APRIL 2. 1992. THE SUBJECT 'ROPERTY IS LOCATED IN ZONE A10 (EL 9) WHICH IS A SPECIAL FLOOD HAZARD AREA. \t \\\\�� 3. 3.7 }.3.2 ..................... 2.9 2. \.� - _•---.--- - ____-•.----•4--•-•--•_.-._....------•------------ + +_v....... t.. - 1\\\\\s�' 3.0 \ C' REB.4R \ BLK 217 COMMERCE STREET jog U zQ,�� �o Q X M W CO 4p, cyl _ FNO S/B FNO S/B' FND S/9' ►-+ Ln � � W O " � � U � REB�lR REB,4R REBAR �r 1 • +1.5 +3.7 +3.8 +3.4 +3.3 +4.0 +3.8 t4.1 4. It +3.6 +3.6 2.6 1 °' 2•b 2.4 2•T 3.0 2.7 3.1 +3.6 +3 7 t3.4 to t.7 tl�t.s �.. __-}3 1 ---t2-8 ___ t3.9 +3.9 4.2 fi"n II...... .......+.._....----•----•-•--------.....__-- + ------------------------------------------ + 111111 +4 -•------•----•-•---------•-•--• . ... ......... + + + _ + p - X1.9 +4,0 FL -I. 7 , FL=1..8 II t' SET 5/B' 3.7*' •-} ._-------••-----•----•----•-••-------•---• -- II 1: STL� �/",8 +3,9 n 11 2 3.8 3.6 3.6 3.6 3.5 3.7 3.7 3'7 ! 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I II 1 1114 1 +4.1 +4.3 k -4I +4.3 h l % +4,0 % g% 17 Oh j16 ( 'IOO�%I 14) I +4.6 h 3 h t1 3 . +3.3. . . t t4.2 . +4.6h M �\• h In h _4, iIi b i• t . ♦ If -} 1 +-3.41 ' yl \, \ If 1.2 \, \ \� \ \1 4 V, 1 I 1 1 V V I v 1 V 1 V V V -4 V V V V V V V �, V V V V FL�•4 A I � , � •V , V V . � I � I a( , � V , � 'V , 'V 'V , 'V 1'V � , V � 1 1 `Q `V , 'V •V , V `V , `V `V 1 � `V , `V 1 \. I ♦ ,♦ ,♦ ♦ .♦ I ♦ 1 ♦ ,♦ ♦ 1♦ ♦ ,♦ ♦ ,♦ 1 ♦ 1 ♦ +3,G ♦ , ♦ ♦ , ♦ , ♦ ♦ 1 ♦ ♦ ,♦ v I h h h� h b 1 4► 1 � I �^ 1 h h� h h 1 h h h h h h 1 b h �-------------------- --t.1 ---------- 1-----------�- 1------ 1-------�� -1- J-------�3.t_ J-------� Z- ---- -+ 1--------#3-�1-----------+3r} - �Z;7---------� 3.7 ---------r- 1---+i.5-�- J---- �M.c1- J - -t,:5-1_ _�b.�_L _�-i.3 _-ZS. , +6.0 FND S/B' +3.8 ?O'Li4A/ANC2� UT/L /Tl'E•I.A�3Ea'T +2.5 +2.5 ?0'A21lN.IGL� UTIL/TYE./SE.fENT REBAR 50.00' SO. Gid' SO. Lam' SO.OG'' = SS. 00' 50.011' SO. L70' SO. AO' SO. Lao' S0. m S0. w SO. w S0. w SO. X SO. 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(i O R 1/ ,tJ +3.2 +3.1 +3.6 43.0 8t 1.1 t, 4 3 �t L 2 4 t3.1 +4.9 r ER +4.6 J F• - LOT 10 LOT .1 LOT 10 LOT .� t26 +3 + + 42.6 t2.5 +3.6 +3.0 +3.2 ..2 +3.2 t2•b t3.3 J5.2 3.2 •6+ I.j ' � +4.5 _ t +3.7 -- -- -- -- - __- - - _ t4.11 +2.1 %b cl LOT 9 LOT 4 LOT 9 LOT 9 + + t2.3 +2.6 t3.3 t4.1 t3.► +2.T +4�1 +3.0 43.4 +2.5 i3.2 ' 43.5 6+ �1.4 1i•4 i 2.1 r 2 +2.5 +2.3 43.3 +2. +3.5 t3.2 - +2.5 +3.0 +3.1 +2.3 LOT It/ LOT S LOT 18 +3.4 OT .5' + t POWER 2.7+ +3.2 }3.4 +3.3 +3.3 +2.9 t2.6 +3.2 +3.2 +2.0 2.5 +3.1 +2. +2.1 . j 1 1.4 I•b 3 1.3 :3.4 5.1 3.3 +3.4 4 2. 3 TELEPHOW PE CE STAL +20 +1.3 3.4 3.0+ #3.3 t3.1 +2'4 +2.1 2.7t F'4 R POL +1.7 +2.6 +3.0 1.3+ 4 2.2 2.0+ 3.8+ +2.3 LOT 7 +2.9 +3.7 + +3.6 _ }t.9 t2.6 t3.1 +2.5 L0T46' +3.5 +2.4 +2 9 Z077 LO +3 6 t3.2 +2T 6 , GUY AH t 4 5.1 +2.2 +2•G 2.3 1-• +3.6 3 h F�t1ER.: +2.4 +3.3 FND C r 3., m GUY Jh 4-1.6 +2.6 POWER PIPE 1.2 PaE +2.2 +1,8 uUY ANCHOR _-...................... t2.3 2.6 +2.1 4 2. 1 r.9 hs1 ELEST� +1.4 +3.2 tt.t 4-3.0 +0.0 +0.3 t0.7 POWE1.1 pot R - -__. PDLE * 5 42.0 +2.7 +t.8 +2.0 -_ . 1.0 t.4 t3. .1 0 4 1 .3 -F -- t _ , - t2.0 +3.1 +2.6 CULVERT FL 1.1+0.3 +0,5 - - '`-_'-"-+- - 1.0 a +5.1 +3.3 2.5t +5.1 ��\ t2.3 +2.6 +4.5 \................ ...................................... �ii�Ef�CE 3.2 Tf�EET r3 3 2.9 2.6 1, ! • ,r 2.1 +3.7 3.4 \\\ c- 361-578-9836 STREET NAMES: NO NEW STREET NAMES PROPOSED. DRAINAGE: SEE DRAINAGE PLAN LAND USE: RESIDENTIAL WATER & SEWER: TO BE PROVIDED BY PORT O'CONNOR MUNICIPAL UTILITY DISTRICT EXTRATERRITORIAL JURISDICTION: THIS PROPERTY IS NOT LOCATED WITHIN THE EXTRATERRITORIAL JURISDICTION OF ANY MUNICIPALITY T/&i-4.9 FND S/B ' +2.2 ' REBAR 2,; t .3 /BH -5.G t.4 +2.1 lBrl �5 . J 2.3 +1.7 +I.t1 t2.4 +1.8 +2.0 +1.6 +1.8 +2.3 +2.1 tl•T BLK 218 FLOOD PLANE STATEMENT FL -1.9 C--zz: ' 2 7 ... 'EkT 3.5,••'•' ~ +; �L=t.7+2, 7 FNO S/B' 3.6 REB.4/P 4CCDRDING TO THE FLOOD INSURANCE RATE MAP (FIRM) FOR CALHOUN COUNTY. TEXAS. ;O"NITY PANEL NUMBER 480097 0208 D. MAP REVISED APRIL 2. 1992. THE SUBJECT 'ROPERTY IS LOCATED IN ZONE A10 (EL 9) WHICH IS A SPECIAL FLOOD HAZARD AREA. \t \\\\�� 3. 3.7 }.3.2 ..................... 2.9 2. \.� - _•---.--- - ____-•.----•4--•-•--•_.-._....------•------------ + +_v....... t.. - 1\\\\\s�' 3.0 \ C' REB.4R \ BLK 217 COMMERCE STREET jog U zQ,�� �o Q X M W CO 4p, cyl z •r- Q ►-+ Ln � SURVEYOR'S SIGNATURE .41 ST ............................. TERRY T. RUDDICK TERY T. F4DDIiCK. R. P. L. S. 0. 4943 REG STERE 4940FESSONAL LAND SUV�YO D� .q �'E1.�P�.� TEXAS NO. lI I ss ENGINEER'S SIGNATURE THOMAS A. SCHMIDT. P.E. PROFESSONAL ENGINEER TEXAS NO. 39213 �E OF % *•• ••1k tt, THOMAS A. SCHMIDT /.............................../ tl39213 i lI -off '•. � O ,.� ��i 1® r GN BY: T.T.R. ATE: 08/06/05 ILE: 514722 CALE: 1"= 40' (JOB: 514722 =SHEET 1 OF 1 jl1 U zQ,�� X M W CO 4p, cyl z •r- Q ►-+ Ln � W O " � � U � r GN BY: T.T.R. ATE: 08/06/05 ILE: 514722 CALE: 1"= 40' (JOB: 514722 =SHEET 1 OF 1 jl1