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07-4801 PINEBLUFF SUBD IMPVS
e INSET LOCAT-ION MAP Not to Scale HARRIS COUNTY KEY MAP: 580-L 'Ity of La F ofte, I exas Jill liiiiiiiii • �'•. • • • Alton E. Porter COUNCIL Mike Mosteit Chuck Engelken Howard Ebow Tommy Moser Louis Ribgy Mike Clausen John Black Georgia A. Malone CITY MANAGER SHEET NO. SHEET TITLE 1 COVER SHEET 2 PROJECT LAYOUT & GENERAL NC TES 3 4 5 6 7 PINEBLUFF DR., STA. 0+00 TO STA . 8+00 P I N E B LU F F DR., STA. 8+00 TO STA . 16+00 BAYSHORE DR., STA. 0+00 TO STP . 7+80 BAYSHORE DR., STA, 7+80 TO STP . 14+40 A STREET, STA. 0+00 TO STA. 5+00 8 B STREET, STA. 0+00 TO STA. 3+0( ► 9 C STREET, STA. 0+20 TO STA. 3+01) 10 D STREET, STA. 0+00 TO STA. 2+60 11 E STREET, STA. 0+00 TO STA. 2+80 12 F STREET, STA. 0+00 TO STA. 3+4( 13 SOUTH BROADWAY, 0+00 TO STA. 3+20 r,�PcE of rekq y�++ � RODNEY LEE SLATON j 9029goo The seat appearing on this document was authorized by RODNEY LEE SLATON P.E. 90298, on 2(i07�4801 SHEET 1 OF 13 EXIST. DRIVE (SNE,l) EXIST. DwvE n (UNESTDN� SAYSHO ppMS'T��-�-�-'' to RCP I (UNKNOl SIZE) ,r C. a EXIST I EXIST GRAVEL DR. 1, CP EXIST EXIST. � DIfCH (iYP.)' 18• RCP 15• RCP EwsT. ,s• IXISr ,s• RCP wsT RCP EXIST PINEBLUFF DRIVE (R.Ol -_-- --__-- EXISTS EXIST=_- 18• RCP 18• RCP .I E70ST. y UMESTDNE �--EXIST. (E DRIVE \ DF SWALE 1Px W I`� 9' W .-ES5XITTST. tY RCP E�ANCRE,E DRIVE 'FAST. (UNKNDNT! "Ji 11111111111 It =4 i i p T ORIGINAL LAYOUT �— 11/2007 CITY OF LA PORTS DWN: JAI OF Lq q PLANNING EI T.ENGINEERING DIV. CK'D: RL �.�POF `"' a m 604 W. F kIRMONT PKl 000 * 1 mod,. LA PORm E. TEXAS, 77571 APP'D: Rl r *+� * , 281 "470-5005 281-471"502 ); FAX: RODNEYLEESLATON ¢ Scale: 1 .e'•ti 90293 1' _ h °F°°<'�'e BAYMUD Df AINAGE 1ttFSS/ONAL Date: tttt� MAY, ' ` P0J1'-CT Project N, 2007- E PINEBLUFF S' JBDIVISION SHEET: OVERAL I AAYOUT OF I' PINE BLUFF 'DRIVE (401 RmOmWn) NOTE: RESET RCP'S & INLETS fil"A'' STREET TO MATCH PROP. CL DITCH "= PROP. FL = 5.82 (3�' R.o.w.) SCALE: 1 30' ° PROP. REGRADE DITCH FL = 7.48: ( ��- APARTMENT EXIST GRAVEL DR. EXIST 18" RCP EXIST y y�l EXIST 18" RCP J CB BUILDING o ( i EXIST. EXIST. ASPHALT DR, / o�y li EXIST. SID WALK 18" RCP o �; i EXIST 18" RCP \ , , " ri ` O 1 o EXIST. a -�� e" e �_ a 6' :.:� �:I "' a CC). I «, ° �6 ;"- �9 % BENCHMARK NOTE: _---- °• ° ;APARTMENT , a j 7 i BUILDING ' CITY OF LA PORTE SURVEY MO IUMENT L.P.S.M. �. x'`°- PINEBLUFF DRIVE (R.O.W. 40) x�° EXIST 24" RCP--'; i 5 I #112, @1 V WEST OF SOUTH BR' )ADWAY AT THE Q fill 6 YI a �e CENTER OF NORTH SHADY LA - 33.31 SOUTH OF ,p. . �• _-.�, �..�_ _ _�___--. _.--_...� .�-_ __ SIGN POST, 32.4' NORTHEAST C MANHOLE, = p k ^" / ul -PROP. - 669,770.725N, 3,264,932.832 E, E 1983 EXIST CMP x0' x `I h6 a " " PROP. TYPE A INLET .EVATIONS c . - ( EXIST 18' RCP EXIST 18" RCP E T 18" RCP ° °' o' i YI BREAK ADJUSTMENT NGS SEA LEVEL [ ATUM OF 1929, 6. FL-7.29, STA. 13+60 ;z< PROP. FL = 5.50 PROP. 256 L.F. 18" RCP FL = 6.52 �� = 1 o ELEVATION 6.07. .�•. ( EXIST. � DITCH (TYP.) PROP. MATCH "' I o a: EXIST. EXIST 1 FL=5.96 " R o d.ti �5,: i + FL = 6.94 ° ' ! PROP. 277 L.F. 18" RCP o PROP. REGRADE DITCH @ 0.1 /p 0D FLOOD PLAIN NOTE EXIST 18 RCP PROP. FL = 8.00 W EXIST. TOB (IYP.) a "9 9 a� ; I EXIST 18" RCP STA. 6+60 Z ACCORDING TO THE FEMA FLO )D INSURANCE x 'A• o• a• EXIST 1 EXIST 18" RCP �� CB °" EXIST 18" RCP = RATE MAP FIRM FOR HARRIS ( OUNTY TEXAS ' EXIST 21" RCP rEXIST 15" RCP k�/'�' AND INCORPORATED AREAS, C r r ]IMMUNITY PANEL :- X EXIST. DITCH TYP.Alit ( ) �a ' 66 °� o ",p �� ! �h I- • � y - N0.48201 C1085-J DATED NOVEI ABER 611996, r, ; "� ,�k ,, ., ' REGRADE DITCH h °" h9 ° ----------- - THIS PROJECT LIES WHOLLY W THIN ZONE 11 " �� 6• �� PINEBLUFF 'DRIVE (R.O.W. 40) y x0• 9.� BASE FLOOD ELEVATION DETEI:MINATION = 11'. O 06 �O •. 1 ♦ 6 1'1 O' 1R• 1 u` k ,� k 9. _GAS._- GAS -_ •1 G GAS-GqS-GAS-.-G G GAS- G{yt. f6 ? a Iy A 60 y p• p'h °. ? 'h�i a = y �p-�Z2lt_ I ^O. - ':"° .'Y ' FL = 6.94 EXIST J :3:' .a: -. i u •o:; :." C• ( ;. 18"-Rcp- - - - - - - � xTsri-8"-RcP- -�cl - E-x+s�=--�--EXIs�.. EST--E-XIsT- - -'€�sT LEGEND 18" RCP 18" RCP 18" RCP 18" RCP 18" RCP 18" RCP PROP. FL = 8.39 - PROP. - STA. 5+08 BREAK PROPERTY LINES- ' EOR (ASPHALT) FOR (LIMESTONE) NORTH SIDE PINE BLUFF DRIVE FOR (DIRT) Y^ a= W^ I ! a l Y W^ ' J I W^ ' > J a= m m i W^ ' W^ W^ , iW^ i J J J' i J 1 W^ j I m W^ > FOR (CONCRETE) =' U Q U U 7 ,y-'j I i I I I U , Q i i U U aH W U (� CS ; > > i Q Q 0 Q Q i Lj a Q: Z �� > i ¢ ¢ 0 0 (n FOR (SHELL) W U Q 1 :. 1'l _ _ Q ,.L 16.00 w of d- ; d `�-- N, h H (n to I ' a a ; a i (n to (n. �' ' ; al `� J CMP - _ .�_._._..-.. ,_.N. .. U 1 ..i. __. _ _ W __- _. --. �.�'- - Q I 1 -00 - - -- -- - - -- -- .- 4 -' _ ______ ___- ___.__ _ __ ,._ - --0-- ... - - ---- I _ -- - ___ __ __ _- _,_ -_� S- __ _ ¢ Q ---- ' - -- - - - ----' .,__ __�.¢.i _ __, - _ - - ' ------ - - - -- __ X x (n !n ' "; ..i r X RCP I v v ¢ W W v i i I i W - x W i W i t i W x W ,Xj ; I li, x I w i x w C.L DITCH N1il X W U i X lJ I w I I I I Z x I U W I 1 1 I 1 I W , I 1 I I I I � I � � 14.00 TOB U i I I I i _ PROP*.- P I � ; TOE _ -- -- ! I I I I I I R A K TOE 1 2.00 I I I I PITY INLETI P RO P '� I N_ FOR I I 12.00 _' - -- - -�-- ---- ---- - __. -'- - ---'- ---- - ----- - - -- ---- -- - - - -- --- -- - - -- ---- ---- - - - 1 n' i1 PROP] TYPE A ---- __'EXIST_ - -- - -- - - - - INLET IPiNEBLUFF (aSPHaLr) - - - ---- - -- - ---- - -- ----- - - +++ + -- TO SOUTH BROADWAY i ASPHALT CONCRETE SHELL + I EXIS+ N. FOR I PINEBLUFF ASPHALT) i I I I NAT. GRND. ++ + +++ 10.00 EXIST 18" RCP ' 10.00 --- - - - - -- - _-- - - - - _._ .. --- ---r - -- -- - _'. - --- - ------ --- - ' - --- -- - - - - - - - - -i - - - ---- - ---- -- -- -- - I - - - - -- - - -- - 1 ! - - - - -- ------ , I ' _ :NAT. GRND. I ' :. I 'EXIST I ' I i ----- - �"-� I -�-- „r,: �'`' -=� ?' i r --- EXIST //� RCP �r-- ••SEX•-'--' ' --- , i EXIST i 2 I EX ST i i EXIST // 8.00 - L..----- = -.. -/ T EXIST' �-' --- ; I I I _.L_. __._18"_.RCP I- -� � --� - -- -1 1 15" RCP -18" RCP__ 8.00 GRAVEL DIRT LIMESTONE -18„ -.'. -' - ---- ---- --- --- --- - ----- - -- -; -- ---- -- j.- - - - �- - ;- -; -- i; ----. I - i 18 -- -18 RCP -18 j1 CP R P ' ---- i i EXIST i I ---EXIST EXIS --I TI 118" RCP I' i 1 I EXIST EXIST. I RCp •,�,_._.1-.-.-.. ..,.-...--... I ' r : , 1 8„ RCP ; 118" _��- - ;-...-. .� , -...-...1--... �' , , 11, , , , , -. , I , ; EXIST: FL = 7,.20,� CL ;OF DITCW �I OF DITCH 6.00 - - --. -- ------ .�.:p ..._...- ...- : "I EXIST. E IST, EXIST. OF DIGC - -- - - -STA.--5+1G - I -- -- - - -- --- EX ST. I ROP-, --- F- --C - -- P O RIT H 0. �a/- -- p EXIST OF DITCH I H CL, OF DITCH ; CE OF DITCH PROP. FL=8.Q0 I I cRAss j FL=5.82 CL OF DITCH I FLI=6.501 FL=7.48 01L=6.94 4.00 PROP. REGRADE DITCH I I I PROP. 277 8 RCP ! L,F 4.00 EXIST. FL-6.90, - - - - -- - -- - -- -- -- ---- I i i STIA. 3+84' i i i i 00000pp ao 0p OFT Q e u tqs 2.00 2.00 (PTE 0 5 °a 0° C 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 e' o *.:........*°d RODNEY LEE SLAT( )N 0 Q 90298 p SOUTH SIDE PINE BLUFF DRIVE °°QQo�90*1 �a.\���q� Y^ a= Ld W^ a w^ m W^ w^ w^ w� W^ >J o> >iJ m m >- o> W^ ' w^ ^w:^ w^ >r r>If-a;> w^ w^ >r'o> >r 0 FS G n s�o wU UU I! > ' >J I U>J r ' >� >� ' - >ro cn I U NAL Qn pO/� Q Z 0=f_ ¢ Q ' W I Ci it ¢ ' U a ¢ i U E i Q , C.J 0: Q 0_ Q C� : a ¢ C� D= Q ' G✓ Q 6 Q a: Q U O_ Q 0_ Q '0 0_ ¢ imp p , I I p= , ' ' �= I I p= I �I ' p= ' p�= I p= p= Ip= �_ 1 p= I = p.= p= 0_' 0= w 0 _ a i a I d N a ; r rn a F- , a ; a a r a "-' `n-- "' `n-!_ a I a i- a a r a `n a r- a sn 16.00 16.00 I cn ~ "' --- N r-"' -' -- ---- - - --- - - -r-- --- - - a' -' r-'"' - ' �_-"' --'- a' - ¢ -' ¢ x - ¢--->c "' - u' u' x u'-'- a' `n ¢ -' ¢ a- Q N ¢ x- �y me seal appearing on PP 9 cn------ - - ¢ - r -- Q --- --- - o ¢ :-- x ¢ a x -� ¢ g f I 1 �- I I i- a I w I W I w .. W L ! x x; x 'x I w W x x x! x } l x x this document was t= cn x w ! x Lu _x W I x W w w w W W w w W W w authorized by i I , I ' i X i I I ix ; w I 1 , w 1 I RODNEY LEE SLATON 14.00 w .. -- ---------- -- ` -': ----- ----- ----------- - - n - --- ' I I,. I-- 1 ,14.00 5 �1 o f I I i I EXIST, S.'I FOR i i I ` i I I I I I I PINEBLUFF (ASPHALT) I I I I I 12.00 ' � 1 , - ' I I ; 12.00 - - -- --- -`-'PROP -- - N T- D -- -- - - - - ---- - - - ---' - - ---- .i I ( TO SOUTH BROADWAY ; I BREAK CITY OF LA PORT E F L !EXIST S; FOR I o A 0 1 O.00 ' PINEBLUFF (ASP;HALT) \; _ - - 10.00 PLANNING DEPT.ENGINEERING C V. -- - ---!- - -- ----- - -- - - ------ - - --------- - - ---------- ------ ----- I GjZN NAT. D. - - -- -- ------ ----- --- -- I _ ! --- -- -- I -- - -- -- - - - - -- I -- -- - I - --- - v m I i I -- __ ___---- -- ----- ------------------- 604 W. FAIRMONT PKWY. �---- -'�_ ----' I --'-' - --- --------- ----- _ EXIST ; EXIST EXIT EXIST EXIST LA PORTE. TEXAS, 77571 8.00 ! ��11 i --------------r------ - _ -------- _-- EXIST EXIST I Rotes- sT, �, 1 R„ GF I I RGP 18' RCP 8.00 281-471-5020; FAX: 281-470-500 i ' �----- I ---- -- - - _I--- - - - - - ----- ; - -- __ ,R-- --1�8 FRCP - -�- -- -- _ - -- - ----- - --- -- - ----- --- _ ---- :-- 1-- � -,- - _ I 18_,_ RCP I , i r. I 18 RCP DWN: RLS JR / EXIST - EXIST- - - - ,� ^ ------ I .�. EXIST. FL I= 8.39 -- I RCP; EXIST ; q$- EXIST. - 18 ; I 18"' RCP ; ; I FL = 8;39 I ! I BAYMUD DRAINAGE PRC 1 JECT 6.00 OF_DITCH I 6*00 CK'D RS -- -... ---- - - I, - ; - - : -, --- ------ - - --- ------ - - - -- -- -- - r - ST- x - -- --- -- ----- ;------ --- EXIST. GAS --LINE EXIST -- - --; -- ---- ----- - -;-- - - - --- - - - - - ---I - - - - -- -------- ------------ 18"FRCP --XIST - - ---- PINE BLUFF SUBDIVIS ON I i : 24"ERCP SIZE*!DEPTH OF FYI s & D DITCH VERIFY' I H ; ; I APP'D•RS PROP. q OF DITCH @ 001% FL-6 814 - PROP. FL = 0.50 PROP. RESET 256 LF EXIST. FL = 5.9� EXIST. I I I 4.00 SALE • 4.00 _. -- -- - --- -r -- - u -- -- ------ ---18"-RCP.@0.15Xo ----STA.--3+1-1--------OF I _DITCH -- - - i ----------'----- -- - --- --- -' - ; ---' - -- 1 -- - -'-- - - - - -- I i I ----'-------------- -- '------- ---- I I 1 - - --- -- PINE BLUFF DRIVE _ Hariz: ,"-30' (L OF DITCH I i ' I I Vert: 1"=2' I I PLAN & PROFILE DATE: Mar. 2007 2.00 I ' 1 t I I ! 1 I i 2.00 I I ' 1 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 STA. 0+00 PROJECT No: None _ SHEET: TO STA. 8+00 3 OF 13 EXIST EXIST 18" RCP 15" RCP PROP -EXIST ell EXIST OFFOOF 8" RCP 15 pp RCP REGRADE DITCH @ 1 REGRADE DITCH EXIST n y 18" RCP OF IF FIO a :IF 1 ry -4------------------------------- 4---------- e0 PINEBLUFF DRIVE (R.O.W. 40) OF S — GAS — GAS — GAS OF GAS — GAS — GAS �1'iA GAS —GAS - :Dow =Im OFF. maw h11,111116 OF EXIST I EXIST -/ 18" RCP ' 18" RCP NORTH SIDE PINE BI >Z 1 1 DZ i I 1 I 1 m I 1>J W F-- im I i m 1 1 I 1 1 m IF f �0 i i frin lj i i i i i U i ice¢ �J Q iU i i U i i i crZi i C)LiQ�Q i i i i i i i i� d i• = i i i i i i D O i i •�i� D= . v 1 1 1• v I 1 1 1 1 f- 1 I FT- i IL 1 f- 1 1 I I 1 1 U 1 1 t- 1 IL (n co r V) 1 (n 1 I (n 1 1 I �/ I i (n •1 (n (n ,y.y,--______t___y._-_- S I X I 1 X 1 1 I (�! I I X(nl.� V% � X 1 1 1 1 1 1 1 w 1 IX w Iw 1 I w 1 i I X 1 I WXI X wl w EXIST.; N. PINEBLUFF i i i NAT. GRND. i i i i i i i i i i i i i i i I t 1 i 1 ilk i I I 1 1 1 1 1 1 1 1 I 1 1 I 1 1 I 1 I XIST I I i i i i i I EXIS1� I EX,''iIST I i i IEXIST -i'- - i EXIST I FOOO ii i EXIST I i i IEXIST ! RCP I 1 i i—.'._... i I1 ' 1 "RCP i !! i 15" FRCP I I 1 18" RCp 1111y3" RCP —. 15" RCP 1 �— .'r 1 I 15" R W P I I t I I! A' 1 1 I I 1 1 I I 1 I I 1 1 �.+,y111________1________ ______L_______..L_--____.1_______-J________1______-_1________1L______________L____-__a ' l.�l -- ,rii , �irrr rim ii I r ' i I EXIST.1 i I I I I 1 1 1' '. 1 1 1 r r T� r r y� EX1S� I I 1 I EXIST. �. I 1 i 1 1 I OF (DITCH i 1 i 1 1 CL IOF DITCM OFI DITCH � OF DITCH @ 0.1% DRIVE PROP. 30" HDPE & OF DITCH PROP. TYPE "A" INLET FL=7.27, STA. 13+60 EXIST EXIST ;bz CP X, OF x oM 18" EXIST• 15" RCP PROP. EXTEND 24" RCP TO PROP. JCT. BOX PROP. JCT. BOX STA. 13+60, T0P=11.00 NOTE: VERIFY GAS LINE LOCATION & SIZE "F" STREET PROP. 30 L.F. 30" HDPE @ 0.2% ® EXIST a6 9 6" 18" RCP x,`` xti `—EXIST 15" RCP 15" RCP PROP. REGRADE DITCH PROP. EXTEND* 24" RCP TO PROP. JCT. BOX NOTE: RESET RCP'S &INLETS TO MATCH PROP. CEDITCH EXIST 12" RCP Q= 1 1 1 I 1 w • (n i I I 1 J _--__--I i 1 1 1 i(n "'�zt---n---------r-------•r--------r-------- r--------r-------t--------1--------y---------r---•t Cn i I 1 i I 1 1 1 I Ix Cn I Iw X Iri I I I 1 " i i i i i i i w —;----;-PRIDP. TYF?E "A" INLET ' NA1i� GRND. ' i � FL*8.80 I I i / PINE�LUFF ---- 1 1 I i I------' -' ------_I 1 i------ J ----' -r--------1-----------------r--------T- T------- r r--------r-----OOFF'O ---- 1 1 I 1 1 1 I 1 1 1 I I i PROP. TYP WIN ET ' EXIST 111.3" RCP i i i i __ ' i }y *p L----- 1----- ----L----- ---� I I I F I ---- I �' EX bi' 1'2" RCP '... ----- --� -- isL---- ------ ----- ------ -- - !--€XtST-I-----l"'7~4 -------------- --r- > >., RCP i - I ---- i ! 115" RCP ! t I 1 1 I 1 1 1 I i I 1 1 1 IEXIST 1 OFF EXIST. i 1 1 I 1 I 1 1 1 I i 1 1 1 1 i y J 1 1 ___l_EX�SS1l_ ��__L_.......J________ i CL iOF DITCH i �i r r i 1 1 I 1 1 -I 1 I i I 1 1 I I I 1 i 1 P 1 1 I 1 I 1 1 ____RO" __L___ _ L______—L..... _________1_____-_J________J________ l l I I FIB=7.27 l l BENCHMARK NOTE: CITY OF LA PORTE SURVEY MC �UMENT L.P.S.M. #112, @11' WEST OF SOUTH BR 3ADWAY AT THE CENTER OF NORTH SHADY LAB E, 33.3' SOUTH OF SIGN POST, 32.4' NORTHEAST ( F MANHOLE, 669,770.725N, 3,264,932.832 E, E _EVATIONS 1983 6� ADJUSTMENT NGS SEA LEVEL I )ATUM OF 1929, ELEVATION 6.07. FLOOD PLAIN NOTE ACCORDING TO THE FEMA FLC JD INSURANCE RATE MAP (FIRM) FOR HARRIS ;OUNTY, TEXAS, AND INCORPORATED AREAS, C DMMUNITY PANEL NO.48201C1085-J DATED.NOVE OBER 67 19969 THIS PROJECT LIES WHOLLY" THIN ZONE "AE," BASE FLOOD ELEVATION DETE ZMINATION = 11'. LEGEND PROPERTY LINES-------__—_---------------- EOR (ASPHALT) FOR (LIMESTONE) FOR (DIRT) OFF FOR (CONCRETE) FOR (SHELL) 16.00 CMP --r--------r------- RCP 1 1 C.L DITCH 14.00 TOB ---i•--------------- TOE i 1 TOE . I 1200 I ASPHALT CONCRETE a: ' ' SHELL ++ + ++ i 1 i 8.00 OFF GRAVEL DIRT �\ LIMESTONE I 1 6.00 -_-1'--------1-------- GRASS FF FF I I 4.00 I I I I I I I I I I i i i i I i i i i i i i i i i PFP.OP. 309 HDPE �- I i I i I i I I i i i 1 I 1 1 1 i 1 1 1 I 1 1 1 1 I 1 1 1 1 i f I 1 1 i 1 1 1 1 1 1 i 1 I I 1 I 1 i I 1 1 I 1 1 1 1 1 1 i I 1 i 1 I 1 I 1 1 1 1 1 1 1 I i 1 t 1 1 1 1 I I 1 1 1 i I 1 i 1 1 I 1 1 1 i I 1 FI1 - 3.26 1 1 1 t I 1 1 I 1 i 1 1 0+001 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 = 1 Q d H! EXIST '- 1 18"i RCP i EXIST 118 RC €XIST S. � FOR PINEBLUFF (ASPWALT) i i I YI.XIJ I 'j i i 15;" RCP 1 1 DITCH ! � T SDUTN SIDE PINE BLUFF Z)RIVE i w^i i wl^ 1 I w J -i i i� w i i i i i w i i i i w i i i i i _I I I I I I I I I I I 1 1 I AlXIST., M.H. Rly EXIST. EORI / ELEV=112.13 1 I ; I FOOF I i 1 1 I I 1 I 1 1 1 1 PR P. EX END 24' RCP -- I I I I I I � I _-••- I I T" I I -- I I I TO PR�P. JC1;. BOX ---- � EXIST i i i i i i i i18" RCPI 1 1 1 " ry 1 1 i 1 1 i I 1 ••.T .•. �-...I ) 1 I , 1 1 118 RCPI 1 1 1 1 1 1 1 1 J 1 1 FOOF OOFFOOF-F DI ' ' 1 L L L _J.- .1 1 L. rrr� rr� rir�� rr rrrl rr.� rrr�� rrr�� rrr�r i rr�lri r�irr�rlr �rrf �r rrl�r i rf� r ' {�..�.p� 1 i 1 1 i I 1 I 1 I I 1 i 1 I I 1 't ROP- 1 i 1 `' 1 1 r. 1 1 1 EX'IST. GAS( LINE 1 1 1 1 1 I 1 I 1 �_I ,--. --+- -T'- 1 1 -, L-------�-- - -------i------- LVERIFY StiIZE & i EPTH --'-- ----'--------1 ir--------i-=—--_ —F t 1 1 _L -+— _�-_1___ 1 ____L___ _J-__..�1...._..__=_J________J__---___1________1--_-____ PROP( OF DITCH 0.1% I I I T I 1 I {I I 1 I 1 1 I 1 I 1 1 EXIST, 6" S.S. 1 1 1 I i I 1 I 1 I I 1 1 1 1 1 i 1 --'ll'--------�'--------I--------'1�'--------I_-------�------- 1 1 1 1 I 1 1 1 I 1 1 1 1 1 1 1 1 I 1 1 1 I 1 i 1 1 I 1 1 i i i i i i M/D ELkV=4.95 1 i i i i i i i 1 4' I 1 I 1 1 i i 1 I 1 1 1 1 I 1 I Pf OP. 301E HDPE 1 1 1 1 1 i 1 1 1 I I 1 1 1 1 I I 1 I 1 1 1 1 1 1 1 1 i 1 1 1 I 1 FL =3.32 I 1 i 1 1 i 1 1 i I 1 1 1 i 1 I 1 10+00 11+00 12+00 13+00 i i i j X i i i X 1 I w w w ; PRpP. JCI;. BOX STI4. 13+6b, TOP=h 1.00 EXIST 1 +----- I FlC -' --- FL i 9_65--1------- 1 1 1 - � —. '71-��Tl!"�T� rirc-ntrriu M.H' RIM 12.3� OF Tf'rgstl tt r....................... i RODNEY LEE SLATON j =':' t�l SS�ONAL Ed,�.. he seal Baring on this document was authorized by RODNEY LEE SLATON P.E. 90298, on CITY OF LA POR''E �oF L Ao PLANNING DEPT.ENGINEERING 1 HIV. � 'Am 604 W. FAIRMONT PKWY. LA PORTE. TEXAS, 77571 281471-5020; FAX: 281470-501 5 'Dp5 BAYMUD DRAINAGE PROJECT OWN: RLS/JR CK'D: RS PINE BLUFF SUBDIVIE ION APP'D:RS OF SCALE: Horiz: 1 "=20' PINE BLUFF DRIVE Vert: 1"=2' PLAN & PROFILE DATE: Mar. 2007 PROJECT No: None STA. 8+00 SHEET: TO STA. 16+00 4 of 13 BAYSHORE AVENUE NOTE: RESET RCP'S & INLETS 301 ROOOWO) 401 R000W., TO MATCH PROP. CEDITCH EXIST. 8" SCE 1 "= 30' SAN. SEWER ,LE: I� I -- PROP. EXIST. W.L. PROP RADE DITCH ,-,, EXIST. 8" o BREAK PROP' PROP. I � SAN. SEWER w o EXIST. SBC EXIST.T. DRIVE I FL=8.02 c~n EXIST. HEADWALL o- PHONE LINES (SHELL) BREAK I o U) I EXIST CMP PROP EXTEND EXIST. DRIVE Q N CONC. ( ) PROP REGRADE BENCHMARK NOTE: •F 7.71 I�EXIST. I CB, FL=7.71 {� EXIST. SBC M.H. 51 L.F. 12" RCP (LIMESTONE) PROP. TOB " i EXIST. EXIST. EXIST. EXIS a my EXIST. I DITCH 0.1%, @ CITY OF LA PORTE SURVEY MONUMENT L.P.S.M. P i- EXIST. 12" RCP `� 9 7 e` I i 18" RCP �, �" 18" RCP e 18" RCP 15" CP o� 18' RCP EXIS 5 Y. �.. I S �� � � �ry ^ G 9 6h o� �� . 18" RCP �` , #112 @11' WEST OF SOUTH BI r 1OADWAY AT THE ti SGor eGC 5 -� :. 1 -'mot .�-.�.,..-.- -xq� �.•-•-• x �•. `/ , , --,.,.�.�-,-+,. 9 ...-. _.�0 =i- iii �• 0' O ..11. O. 9p '��� a �• „-��.� 00 Q .W I I IST. CB ' '� -'3PEW't �+ �+ .._,..._ CENTER OF NORTH SHADY LA 4E, 33.3' SOUTH OF �.,y.,. �' �; j % y 6 II o. . a , GAS GAS ti .p. I I ary /:%/.: i/%/;:/%/�i/1.//,i/..:. %= ��:% -0•, 1 °• , ^. SIGN POST, 32.4' NORTHEAST )F MANHOLE, p N, t I 4b' a� BAYSHORE DRIV R.O.W. bo o BAYSHORE DRIVE 30' ( R.O.W. EXIST. S ) T(� / / " ^o ' BAYSHORE DRIVE (40' R.O.W.) I W ti` ,�,„�„ .,,.1 ti ti EXIST. CONC. WALK Z 669 770.725N 312643932.832 E 11EVATIONS 1983 - ���/ �/ /// SEWER M. ,ti / ' ,�, m i / 1 - - - I E-&-GAS-GA§-=--Grtr.-cA eAs-=rmr• �-=ms= cas---- EXIST. --3 EXIST. TREES --_ C/�I� IRCES -GAS.-g- s-4%s'4tGGAS--.-GAS--.GAS--_GAS.--GAS-GAS--_GAS EXIST. 18' RCP -{� II v,o ^ o ' " `'�o' EXIST. CB T. CB -__ __ �� "v 6 _-_ o___-_ EXIST._ CB_-__ a �. �� m - - _I = ADJUSTMENT NGS SEA LEVEL DATUM OF 1929, p 7 - I -__- -�� 6 ( _ -i.:GE �:.�=.:wc - 6 U ~ ELEVATION 6.07. '� heh9 EXIST. CB o" EXIST. RCP (UNKNOWN SIZE) e 9 EAT. 8" W.L. o EXIST. Q EXIST. F.H. EXIST. EXIST. 18' RCP PROP. EXIST. 9 I DEPTH UNKNOWN) �ryx 18' RCP 18" RCP EXIST. CB (BURIED) ( o� 18 RCP o� BREAK FLOOD PLAIN NOTE �..,. 1 I, r / PROP,.' rri! r n EXIST. SAN.SEWER M.H. _ FL - 7.32 e ACCORDING TO THE FEMA FLI ►OD INSURANCE I I EXIST. SBC M.H. � BUILDING 178' L.F. r 18" RCP, PROP R rr, BUILDING ;; PROP REGRADE DITCH RATE MAP (FIRM) FOR HARRIS COUNTY, TEXAS, I I EXIST. 6" APARTMENT �; @ 0.1%, Owl%j "A" APARTMENT ,;a o DITCH @ 0.1 /o, I i SAN. SEWER TREET COMPLEX %; 1' COMPLEX AND INCORPORATED AREAS, COMMUNITY PANEL (�xIR.O.W.) FL=8.12 EXIST. WATERLINE FLE7' 32 NO* 48201 C1085-J DATED NOVI :MBER 6, 1996, THIS PROJECT LIES WHOLLY V'►ITHIN ZONE "AE," BASE FLOOD ELEVATION DETE RMINATION = 11'. NORTH SIDE BAYSH❑RE DRIVE >- i Yi^ I , , w � LI i � 1 J �� w , m i J > w' i 1 w i ♦- j J H I Q -II U alz Up I t I> w - i¢Z� 1 > -' cn; i Qv; LEGEND �'o �w �Z o 1 ox ! off; I 1 j x I poi 1 0= moo! - 20.00 rn, >c w -- -- . - - -f -- -- ----- ----- -' - - m! W w I 1 X W w ° w w PROPERTY LINES --- - - x> N ------------- --------------- 1 p oo w: , , ! i i x 1 i i '- W FOR (ASPHALT) CJ ' - , I o , , ! , 18.00 ----- --- - - -- - -- ------------- - --------' --------------------------- ------'----- --- - ------------ -- ---- --'- -- - - -- --- -- -' w - ---'-- -- -- - - -- - - ------ -' - -- --- -- ------- - - ------ - ' ------ FOR (LIMESTONE) 1- I PROP: I FOR (DIRT) I , I i ! i �BREAK' i i I FOR (CONCRETE) - ' Ld '---- ,ixj 1 6.00 FOR '-- ,.-_ �------- i.-.__------` (SHELL) .! .. --------------._ I---- - , ---- ------------- -- -'-------- ---- _.---------- ---- ---'---- ---- - --- ------'---. -- - --'--------`- -----'- -------' - --`--------� ------ PROP REGb,`2ADE DITCH I ----.__`--------'------- ------ i------ ; 1 ----- - CMP EXIST. FOR PROP. REMOVE -@�0.1%, FL= 02 RCP ! I ! N I 1 R - - - - 14.00 ! ! 1 I , �5n 14.00 ITCH TOB PROP,: EXIST. I M. ' EXIST.( FOR - RIIv1SELEVH11.07 - ' ,� PROP 51 L.1 12" RCP i BREAK LEV RIM E ! =9 69� SPffAL (A T)� ; NA GRD. TOE 12.0o EXIST. . SIDEWALK EXIST. FOR (LIMESTONE) EXIST. TOB i i i EXIST. 'TOB 12.00 TOE /YW _ EXIST. FOR ----- ----- - --- - --= - -- - -_- - I ,NAT, GRD. ASPHALT NAT.,__ , r---- I EXIST. I EXIST 1'8° RCP _ r-� __-__ i I IEXIST.Ii i I I 118P I ONCRETE Ej SHELLCC- 1�.00', -�}�11� L RCP . EXIST. TOB l� - - - =1--- EXIST- I -I- - I 15" - - - I 18" RCP RCP - --8 R , �, .. -.. -. -R-=-...asPHntT - _ - -- - - -- - ' �„ 1 0.00 ++*-EXIST. EXIST. 1�2 RCP I TOB��.�_,- I "' " - ' "� i I I I 1 I �, EXIST. "'F DITCH � y I I ! EXIST.!CL OF DITCH ; EXIST. CL OF iDITCH I � I EXIST. OF! SWALE EXIST. CL; OF DITC i EXIS I . XIST. OF DITCH 8,00 �. FL=7.Z1 EXIST. - -- --------- ----- ---- ---- - -,------ --- - --- - - - - j_ ----- -- -- i o !---PROP.- OF 0.A/o 8.00 I EXIST. OF (DITCH 1 , EXIST. 18" RCP EXIT. I , , I ,! -DITCH. - ---------- I @ FL=7.71 ENk\Z�\ GRAVEL DIRTLIMESTONE , REGRADE i i OF DITCH Pf, OP. 308 L.F. EXIST 6 PVC 6.00 ! , , I , , ELE V, 5.10- I , I i 6.00 _ _ - --- - - -- - - ---- ---- - DITCH &RESET RCP.S - - --- ------ - ---- - ---- --- - - - -- - - ----- - , - - - -- -- - ---- - -- ----- ----- ----- ----- --- - ---- -------- - -- ---- - XI 6 PVC EXIST i EXIST 6'� PVC EXIST 6" PVC _4 ELEV 47 I EXIST 8 PVC E LEV 4.33 4.00 _ ELEV 3 58 _ • ELEV 5 61 nl , EXIST 8 I PVC , , 4.00 GRASS is is ' t I -, r- ELEV-4: i � , Is t , : I 1 I I i t ! ! 1 2.00 1 I I 1 I I 2.00 0+00 1+00 :F O.�� % Tf 1 kgsllt 2+00 3+00 4+00 5+00 6+00 7+00 '� �PjE 5 ? tt o SOUTH SIDE BAYSH❑RE DRIVE RODNEY LEE SLATON j •,..... .•.., 90299 ,t/�'A Q' J'U _ w m ; i f m m m i j > J > F- a. •�/�% �. I QiZ ',W I i 1 i ! i i i i U U U Q of p ,�U ! i i i i I i i H i j i � Q; ¢ _ 0 0: = tt�,n'.• esS it;:•'��� 1 FS G\ - 18.00 0 w ! 1 , I I 0� m� 1 ! - - - -- �-- ' - --- -- - -------- - - --- . - ---- ----- - - -- ----------- ----- --- --- - --- - - - - - - - - - --- --- - ----- fn <1 m i W i i I i ( I Q W i i W i W W ; { _ _ xi ~i C3 I x x w w The seal ppearing on I , 16.00 x � : , ! I 1 I I I I , I i 1 I ! , 1 I this document was o;--- �'-- - - u~i -- ---- - - -- -' --- -- ; ... ---- ----- - ---- ---------- ------ - -- ' -- - - - --- -'--- ---- - - _ ---- - ' ' ' 16.00 authorized b , -- --- - - - - --- --- ------ -----' ------ -- ----- - -- -- - ----._ ODNEY LEE SLATON PROP. I { I { 1 I P.E. 90298, on 14.00 I ; 1 ! 1 1 BREAK I i 14.00 5 a � 9 ----- 1 PROP REGRADE, DITCH '@ 0.1 , 1 : 1 ; , I p FL=8 12 I 12.00 I ST. 1 EXI EO CITY OF LA POR' FE - -- -- - - - -- - -------- - - - - -- --- - --- -- - --- ----- -------- i - -�-------, ----- - � ----- �-- - ----- ---,---- ---- �------ -- - � - -�-- - - - - ----,- - (ASFPHALT) -- - -- -- - -- -:--------�----- I ------ � ---- - ----- ------ - 12.00 OF A O PLANNING DEPT.ENGINEERING )IV. EXIST. EXIST. FOR (LIMESTONE) LIM! S-- i i v r7 FH E ! 10.00 EOR_ LIMESTONE--- ('- )NAT. 1 - 10.00 604 W. FAIRMONT PKWY. ----- ` __ ------�- - --L.-- --' ---EXIST. ( -- EXIST.FOR ASPHALT I -- ) GRD.--- -' ----- -- -- - --'- --- - - -- - -- -- - ---; -- - - -- -- -5 -- - -- ---'- - ---------- - ---- ---- --1 --- ' - ----- - ---- ' -- TEXAS,281 LA P-5020E ` -i- S X EXI T 281 1FAX: 0-50 15 NAT. GRD.' � I EXIST. -- EXIST.. IST.( I I ; j' I I I I ! , '' 1 I 18" RCP ; EXIST. 18 RCL.._ 18"` RCP 1'8XIRCP 8.00 DWN• RLS/JR - - -- -- -- - - - - ----------' --- ------ -- - - - -- -- - - --- - - -- -- -B ----- -,_------ ' ---- - - 18' RCP, ---- - �_, �...', „ --- AYMUD DRAINAGE PROJECT T -- I (ST. RC i �- EXIST. OF DITCH. CK'D RO EXIST. GAS ;LINE (UN MOWN SI,E)I EXIST C.B E IST. C.B,. I - EXIST. OF G PINE BLUFF SUBDIVI ION 6.00 � (SIZE & DEPT H UNKNOWN ) EXIST DITCH EXIST. C.B. EXIST. WATERLINE � APP'D:RS -- - ---- - - - - --- ' --- - --- ----- ---- --- --- - --------' ---- - ---- --- -- - --- - ROP 78 L 1 P F: "_ 18 R - - ' - - C P EXIST, C.B. i - _ - sl D �. - NKNO - - -' &_-EPTrM._U WN _- -_ ----- ----- -- 6000 EXIST. E ST. DITC i i EXIST. i FL=8.12 ; EX T. q OF DITCH SCALE: SBC;M.H. 1 -- -- _ __ ___' ---I ------------- -- i I FL -7; 32 , , - - -- -ZE - - Horiz: 1�=30' E�yIST. 6" SAN SEWER j, ---r-- BAYSHORE AVENUE - OP D a PROP � ITC 1 Vert:3 1 ` a 4.00 DATE: Mar. 2007 - - _ - - - ----' - -- --- - '-------- -- - - -- ' - --- --- ----- ---- ---------- ------ ---- - - --- - -- - --_-- - --- - --- ------ -- - - - --- - -- - ----- ----- --- - -; -- - -- EXIST. SAN. - ;- - - --- ---- - ---- - --- - --- - - - - - - =-- - -. ._-.- ! - -- - - - - - -- -- ----- - --- -- -- PLAN &PROFILE EXISIF. WATERLINE (SIZE & DEPTH UNKNOWN) I SEWER M.H.; PROJECT No: None ! I 2.00 STA.O 00 2.00 SHEET: 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 TO STA. 7+80 5 OF 13 BAYSHORE AVENUE NOTE: (40' R00OWm) RESET RCP'S & INLETS TO MATCH PROP. Ct DITCH SCA _E: 1 "= 30' PROP REGRADE ^ I ! ^ I DITCH @ 0.1 %, I' PROP. ( cr o ( Iwo I �i � PROP. TYPE "A" INLET RCP L. In , PROP. ADD j N PROP. ADD �, In PROP. 16 L.F. 15"EXIs STA. 13+87, FL=7.18 BENCHMARK NIOTE* . EXIST. RCP I e' ( 15" RCP j w 12" RCP (S) 30" HDPE, LE.=2.92 CITY OF LA PORTE SURVEY MC gUMENT L.P.S.M. I � I G.V. & F.H. EXIST. EXIST. I ' `' - EXIST EXIST. 18" RCP o° 15" RCP EXIST. 15" RCP' % I EXIST. 15" RCP EXIST. 12" RCP a " ii XIST. 18' RCP 1 ' RCP EXIST. 12" RCP �� I ti9 EXIST. 12" RCP :;:= . EXIST. MH = :, #112, @11 WEST OF SOUTH BR 3ADWAY AT THE o oo o e ° e y e. - �„_, _ I h 9. - `b ^� �,.,. 6 ° °' ""° "^ " CENTER OF NORTH SHADY LAI` E, 33.3' SOUTH OF GAS A= GAS GpS`^.- S •� h __ --GFS GnS GAS S h?' "I _FGF4l' -- -- _- , SIGN POST, 32.4' NORTHEAST C F MANHOLE, W Z Or / ^ 5 j LEXIST. M.H. EXIST. 15" RCP x°"o j / BAYSHORE DRIVE (40' R.O.W.)"', " "9 ::.6 ` V.••...:.. poi ;.=: " PROP. 150 L.F. 669,770.725N, 31264,932.832 E, E _EVATIONS 1983 ^ 42" HDPE @ 0.2% TO ADJUSTMENT NG S SEA LEVEL I )A TUM OF 19291 _ ° -- --- ., -- - --� - - 6- -- -,;; .�� - --�------------9�------------------------------------- -----' -- 6------------- 'a�`-- "9° ::::::; GAL. BAY OUTFALL ELEVATION 6.07. U m o..�. ;., ..�.. ° 7EXIST. _,I;;I':. _ Q ` EXIST. G.V. EXIST. 18" R P EXIST. 15" RCP 15" RCP f,4i ° �� `' EXIST. 15" RCPT1RCP1 / - - EXIST. 18" RCP ,°?' �. EXIST PROP. PROP. 32L.F. FLOOD PLAIN NOTE ..,- ' FL=7.27 I PROP. ADD PROP REGRADE 3011 HDPE 0.2% @ ACCORDING TO THE FEMA FLO JD INSURANCE PROP. ADD PROP. 8 L.F. 15" RCP DITCH @ 0.1%' 15" RCP FL=8.80 W PROP. JCT. BOX W/GRATE RATE MAP (FIRM) FOR HARRIS' ;OUNTY, TEXAS, W O (� STA. 13+87, TOP=8.80 AND INCORPORATED AREAS, C DMMUNITY PANEL N (N) 30" HDPE, FL=2.86 N0.48201C1085-J DATED NOVE FIBER 6, 1996, NOTE: PROP. DITCH III o I (S) ` 30" HDPE, FL=2.86 THIS PROJECT LIES WHOLLY W THIN ZONE "I REGRADE & REDIRECT TO (E) 42" HDPE, FL=2.86 BASE FLOOD ELEVATION DETE ZMINATION = 11'. NORTH SIDE BAYSHORE DRIVE I 1 1 H 1 1 1 I I w 1- , W f- , W f-I , 1 , ~, 1- I I 1 , _ ♦- 1 , 1 , i f-: If-' a I 1 W , 1 I 1 Cn 1 I 1 I 1> J I > J I > JI , 1 1 In 1 _, 1 I i , J 1 , 1 1 1 (n I(n U 1 1 > 1 - W F ,H W J� > ILO > UJ LEGEND - 1 I I I , I I I I 1 I I I I I- a I , -, 1 I I 1 3 I I I I 1 a¢ , a a l a QI I I I c 1 Q I I I I¢ 1 I I I I - Ix 1 1 a Q..--,- -, I iImo= I 0= 1 0=1 I I 1 01 LLLililil= , I 1 , �= I I 1 1 I- IW- I I 0= 1 1 1 1 I a i al I 1 1 a 1 i 1 a 1 1 1 1 W 1 CV I I a 1 0=Iw 0J`IVVi Q t 1 8.00 e a 1 1 1 1 1 1 1 I , I I I I 1 I I• 1 1 I 1 1 I 1 1 1 - , I I 1 I 1________1________L________L________L_______�_______J________J __1___�_N 1____r V1________L________L________L_______J_______J7 1________1-_______1________L________� !n L________L_______J________ J________1__= ____l________1__C L___r !n L_____C _L 1 1 1 d- uy I i , , fl0 d----- , I , I (/J ----1 I I �-------- i , 1 1 (/i -I v5 di U) 1 ------- 18.00 I I 1 1 1 Cn QI i i I 1 i I 1 1 I W I W I W I I 1 1 1 I W 1 � w W I W I PROPERTY LINES --------_---- --------__-_-- 16.00 1 1 1 1 , i 1 1 i 1 1 1 1 1 i I 1 1 1 I I 1 1 1 I i 1 1 I 1 1 1 I 1 I 1 I I 1 1 1 1 1 1 1 I I I 1 , I I I 1 i I , i I 1 1 1 I I I 1 16.00 FOR (ASPHALT) 1L________L________L_______1_______1JJ11________1________L________L_______1_______JJ________J________1________1________1________L________L_______1_______1_______J________J________1________1________1________L________L________L__-___- FOR (LIMESTONE) 1 1 1 I i 1 1 i 1 1 i I 1 1 1 1 I 1 i 1 1 1 1 I 1 i I 1 1 I 1 I 1 1 1 I 1 1 1 1 i 1 1 i 1 1 i 1 1 1 I 1 I I I I 1 �{, FXIST. M.IH FOR (DIRT) I 1 1 1 ER.IST. M.HI. FOR CONCRETE 14.00 I ' RIM ELEV=12.7'6 ' RIM EL�V=12.6� I I I - 1 1 1 1 1 EXIST. M.H.11 1 ' -' ___ ........ , i I 1 1 1 1 I 1 EX ST EORI , I 1 I 1 1 RIM ELEV-11.84 1 1 CMP , EXISC. FOR , 1 I i i I 1 I 1 , , , , , , , , , , , , , , 1 I 1 1 I 1 1 1 i 1 1 1 1 1 I 1 1 1 i I I 1 , I 1 i 1 i I i 1 i 1 I ASPHALT 1 1 1 i 1 1 1 1 I 1 1 1 i I , 1 1 1 I 1 (A,SPHALT)I i I i 1 i I 1 1 1 EXIST. M.H. i 1 1 i , I i 1 1 i I 1 1 1 NATJ GRD.-^-^-'�-^-'�- I 1 1 i 1 RCP 12.00 1 1 i 1 1 1 I 1 i , ,- I NAT. GRID, 1 ; RIM ELEV=11.86I ; ; ; I ; ; ; ; ' , i i i i i i EXIT. i i 12•00wWwwww C.L DITCH I I 1 , 1 1 I 1 I 1 I 1 1 I i I 1 1 1 1 I 1 12"' RCP I 1 1 1 1 1 1 1 , -i-- 1 I 1 i 1 I 1 i 1 I 1 1 i 1 TO9 EXIST. 1 EXIST. 1'2" RCP I 1 I I 1 I I I 1 I 1 EXIST, 1 1 I I I 1 i 1 .� EXIST, TOB i i i i r- -- OF DITCH 1 ' ' ' - ' ' EX�ST. TOBI r -�i „" P OP A �'L,E TOE 10•0Q 1 -_-- _ i I I i i --- I r-'we, 1 I I I I 1 1 1 I EXIiST. 18" i?CP i i i i i EXIST j EXIST. i i I i i h-- �' INLET 5=7.18 1Q QQ TOE I____ I eewee 1 1-� wwww r-- 1 1 I I 1 XIST. �'---I---- ' 1 1 1 (•10'-N15 1 RCPr I I I I 1 •.•-1 I I I 1 I IwIeweewwe'I-III I.. I - I• I i I P ©P. 16 D.F. I i E'�CIST. ji i I r-- l I' -� 1 ... �. 1 - -... 1 1 1, , --r- - 1 1�° RCP iI EICIST. i 1 i i 1 i i i ' -' i i ' i ' i i 181 RC 11 i-- I`r- 15'I RCP I .. I , I I 1 EXISII OF PITCH 1 EXIST.Iq OF DITC E�CIST. , 12" RCP 1 1 XI T.i 4" PVC I I ``• ....� +++ + 1 I 1 I '` ' 1 ' ' XIST. q OF DITCIH '' 1 1 EXIST, 12" R'CP I I I OF, DITCH ' ' ' ' LE �6.56 ASPHALT CONCRETE a; SHELL + + B.00 1 1 1 I 1 I 1 I 1 I 1 1 1 1 1 I I i 1 1 I , 1 1 1 i 1 , I 1 i i I I EXI T,6" PVC 1 Q 8.00 ++ ---- ---{- ----- -----��-- -- r--------r-- - -- --1------- { ------*--------r---------------r--------r------- - ----ti---------,--------rt--------t--------t--------r--------r-------t-------t-----5-�---------r - -- --•I--------t--------*- ------ " ��� �� 1iIi����i��� ' i' ' i i i i ELEV�6,49 ', ------r-- ---r------- L� �ii 1 E7JI ST. k DITCH I I 1 1, 1 I 1 1 1 11 i PROP. ADD; EXISTI i i i i i EXIST. 0 i DITCH i i 1 i 1 1 I 1 1 P,OP. CIOFDIT H@0'1% I •' i 1 OFIDITCH 1 1,---1---T---(---�---I----I---T-- 15CP 6. 00 6.00 Dlll'1.- N1'1fl --- 1 1 1 I I 1 I 1 I I - I--- I I I , I 1 1 I I i -r--------r---- -- r- r--------r----------------1---------r--------t-------- -------- -------- r----------------1----------------r-------- ---------------�--Y--------r--------r-------- -Roo '14FFN----------------------- ' ' ' ' ' ' ' ' ' SAN. $WR. LINE i i i i i i i i ------I r- ------r------- i i / / GRAVEL DIRT LIMESTONE "' 1 1 1 i i I I 1 1 ' 1 ' 1 i ' ' ' PR P. AD,{ I , , I 1 1 , 1 I 1 1 ri I 1 (SIZE/DEPTH IiNKNOWNI� 1 I I 1 1 /� fi 'EXIST 6 PVC , I ' 1 1 I ' ' I 1 ' I 1 I '(., I I I I I I I I I 1 I I 15" IRCP I 1 1 I I I I 1 1 I 1 I I 1 I I 4.00 ,J' „ 1 hIXI-�--F y�----1 I I 1 i ELEVr 6.24 ' -- ---- I 1 I 1 I 1 I IEXIST 8', PVC I I I ------- "r" r- ��-LLL ---------,r----------- r-------r-- f -fr'- P--------------- r-------r--------r--------r--------r--------r--------r T-----------------------r--------r--------r--------r--------r------- r-------� 1 r EXIST. 6 P�TC --------------'------- EXIST." PVC 4.00 I ELEV-4.24 I i ELEV=4.97 i i i i i i i i i i I EXISTI8" PVC ii�LV=6�1$------I_-------1- - 1 1 1 1 1 1 i 1 1 i / J i 1 1 I 1 1 1 1 I 1 ELEW=6.20 1 1 I ELEV=6161 I , I EXIS I 8' PVd I I I 1 1 1 1 I IEXIST 6'1 PVC I 1 ELEV-,5.59 •'. -- .' 2. 00 E4EV=4.87� i i i i i i i i i ELEVT5.55 i i i i i i i i i i i i i i I f>ROP. 1 I 1 2•00 GRASS 1, --------T---III I--------F--------I--------I-------=-------- I-------- I--------i--------�--------+--------f--------{------- I-------�-------;-------- I---------I--------i--------f•--------f---------I---------I--------;-------- I--------�------�5� 30"H�PE, FL � 2.92--I--------I --------I------- See See W I 0.00 I i 1 I 1 I 1 I 1 1 1 1 1 1 1 I 1 1 , i I 1 I 1 1 I I , 1 , 1 1 0000 �••••�� OF Tek�Si,�1 8+00 9+00 10+00 11+00 12+00 13+00 14+00 ��P4E as r>♦ * as *�I Was SOUTH SIDE BAYSHORE DRIVE r* j ODNEY LEE SLATON 1 •�• *r Y I I 1 1 I W ^I , 1 I W^ I I W �7` 1 I W �7` 1 I 1 I 1 I 1 1 I W ^I i WI^ I 1 1 J i 1 1 1 1 > I-1 1 i 1 > I I > -1 1 I > I"I 1 I 1 1 1 I 1 I I > H I i >I t--' I 1 I II--' W I(n > Il j /... f' �� e°zsa r •n� Q '��� '• `G� R�. �V a a_ I i i i i X Q1 i i i Q i i � y i i J i I i i i i i i 1 � Qi i xfQ i i i I 1 1 1 I I 1 1= 1 I 1 1 -.J I , 1 I I 1 1 1 1 i 0I= 1 1 i i Iw �� ' STE ', `S/O •••�N 18. 00 _, =I Q w 1 1 1 1 1 1 1 1 1 1 I i 1 -4 I 1 , 1 1 I I 1 1 1 I 1 I I i o I I 1 1 I I 1 1 1 Cn 1 I - I 1 °t I 1 1 I 1 I 1 1 I N 1 I I °u, I 1 1 ` • �- 18.00 1 NAL --_ uai ------- -------------- -- �- J - �- r-- 1 VTd*--------t-------r-------r--------r--- t--------1--------t-- t--------*---- r--------r-----r--------I--------t--------t--------t--------r--------r--------r-------t--- y------ �t- -------- --------------- U) zl V% a 0 1 I 1 1 (n , i �Iv______ 1 1 1 �_ ----- ------- 1 I �1••••• - I 1 I 1 1 I I I 1 1 1 1 1 1 I 1 , I X �I I 1 1 X 1 1 1 X� I 1 1 i I 1 1 1 1 X �, 1 XI 1 1 1 I 1 I 1 1 I 1 1 1 1 I 1 , i 1 i 1 , , 1 i 1 1 1 I W LVI 1 X i I W I a Teal pearing on U) 1 1 1 1 1 W 1 I 1 I W 1 i W , I 1 W I i 1 , 1 I 1 , I , I i thi document was 16.00 _ W i i i i i i i i i i i i i i i i i i i i i i i i 1 i , I 1 I , 1 1 1 , , 1 I 1 1 1 1 1 1 16.00 luthorized by 1 1 1 I 1 -------------- r r--------r- r--------r--------r- �--------'r-------r--------r--------r- r--------r--------r-------r--------i--------"1--------'1-------- --------r--------r-------- ------- ------- ------- -------- -------- - -- -------- -------- ------- ------ 1 0 N Y LEE SLATON t E. 90298, On 14.00 1 1 1 I I 1 1 1 , 1 I i 1 1 1 I I 1 1 1 I 1 1 1 1 I 1 I i 1 I 1 _______1 1 1 I i I , 1 1 i 1 1 1 I 1 1 1 1 I 1 ,€ aT 1 C(---- i I I , 1 1 1 --------r-------r- r--------r--------r--------r--------I--------�---------r--------r--------r--------r--------r--------r--------r--------1--------�--------r-------r--------r--------r-------- - T'= T-------1--------Z--------r-------r--------r--------r--------r--------r------- I 1 1 1 1 4.00 f/ i I (ASPHALT) i I 1 1 1 1 1 i 1 1 1 1 i PROPS JCT. BOX ' I- - CITY OF LA POR1 L 'E 12.00 I 1 1 1 , i 1 1 1 1 I 1 1 , 1 1 I 1 I 1 1 I i 1• 1 ' 1 1 1 12.00 of A - - - ' ------------ i--------------- ----- '-----------------------------------------------'---------------------- -__---- --------'---------___--- --------'---_--........... r f------r-------- -- r--------r-----------------------� i i -I 1 i r------- r r 1A� T�--8-8fi- ----- r 1 1 1 a O Am i I I 1 1 I I wee 1 1 ---) dRD. 1 PLANNING DEPT.ENGINEERING E V. _.----'i NAT. I 1 1 1_-----1 I I .. i 1 NA GRD. 1 1 I 1 1 1 1 1 1 1 1 I ' i 1 1 I"i EXIST.1 I ' ' ../ EXIST, 1 1 Let - 10000 --- I I 1 1 I 1 1 1 ../ 1 I 1 _____ I ___ 1 I ___ 1 1 i t EXISF,. i I I 1 1 I I 1 I 1 1' I ^�1.-'...--... 1 ' 15" CP 1 I 15" RCp 1 1 I 1 1 O.00 604 W. FAIRMONT PKWY. ---- - -- -- --- i---__-_xtS'T-- t -- T -_ 1-_y _-_;--------;---EXIS_-- �- L_----___L) u_ J J________ ________________L........ __.. 1________L _______L_ - +--�---- ----- ---- - -� ------------ -. ll --. -- -- - --- , 1$ 1•- + .- -1 .--1-.--...-...,-...--...-I'= i I I--- - 1 I I 7, ----- L________L_______ 1 1 LA PORTE. TEXAS, 77571 _ I 1 EXISTI 1 11 1 1 1 1 1 15" RCP-1--... ...-t-...-'•.. L..-... 1 , I 1 1 I I 1 I 1 1 I -L-EXIST. I I I' ' 1 , 1 ,1 1$" RCP , .,. •.. , , , , , , , , , , �J, I i I XIST. IOF DITC'M EXISt. EXIST. OF DI1`CH " 18" RGP �EXISI 1� OF BITCH 1 281-471-5020; FAX:281-470-5OC i II 18 RLP 1 1 1 I 1 1 I i 1 t I I 1 q OF DITCH I 1 1 1 1 1 1 8 00 1 i i i , i , EXIST 1� OF DITCH ; i i i i i i i i i i i i i i i i i PROP. 1 -- -----11 ____---LL___-- -- EXIST1 OF D 'yT CIiJ_--_--__1________1________L________L________L______--L-______ ........1________1________L----___-L________L__-____ L_______1_______J_____ 1________1________1__3_--__ __-_-- L_T ------= L=7.7 i i _--_L_______ L_______ BAYMUD DRAINAGE PROJECT DWN: RLS/JR T,,,� „_1,,._1 _ t,_ 1,_„ I I I 1 I I 1 1 I F . I 1 1 1 1 I , I I 1 I 1 1 'i- }� +� i �� , ..I. �., ,,, p i Ali �d i d i i �� ,, �� i i, 1 1 GK'D RO 1 1 1 1 I I I 1 1 1 I 1 i 1 1 1 1 I i 1 i 1 1 1 1 1 1 EXISTI CL OF CATCH ' ' ' ' i i i i i i i i i i i i i i 1 NROV rl D I 1 I 1 1 1 1 +- .I. PINE BLUFF SUBDIVIS ON APP'D:RS 6.00 -- --T- --' PROP.OF DITCH @ �.1% I I I 1 1 1 1 I I 1 i 1 I I 1 I 1 i 1 , ' 'a�; 6 00 --- =t=•=_ =--L __--__-1________1_____-P %} _----,__ J1-__--__-11........ 1...... __L_ L________L....... 1....... J...... __1---__-__1________1________......... L........ L_______1.--_--__1_ �.� J 1 ___ _ ---___ L____L_______1.___-_-- . 1 i I 1 1 1 1 I 1 I I 1 1 1 1 1-__-_-1__.__--.--_7'_•"_- 1 I 1 I I 1 r----------t--------.1------- 1 1 1 , 1 1 1 I 1 , 1 1-I--------t-'---•--, I 1 I , i ' i 1 i 1-i----•---_i---`-t-----•----L--- - 1 1 1 1 ,-i--•-----T---�- I I I I 1 EXIST. 0� DITCH 1 1 t I ryI I PROI-1. 42" SCALE: Horiz: 1 "= 30' IItY 1 1 1 1 1 I----T-------r----,------,-----r-------I-----�------1------- � BAYSHORE AVENUE 4.00 +--------+- I I I I 1 i I 1 I 1 I 1 1 1 I I �'ROP. 1 HDPE lW 0.2% Y 4.00 Vert: 1"=3' --------+--------+--------�------------------------------- -------i----------------}----------------fee --------L------------------------------;--------+--------}--------}---------------+------------------------------{--------{--------+-----�- I 1 1 I 1 1 I I I i I , I I I I I I I I I ,_ 1 ----�------1------- I i PLAN &PROFILE DATE: Mar. 2007 I 1 i 1 I 1 1 1 1 I I 1 1 1 1 1 1 I 1 i I 1 i I 1 I 1 1 1 I I 3° , 1_ 2.86 I I I I i I I 1 i i I 1 i 1 I I 1 i i 1 I 1 i i 1 I O 30" H�PE, FIT=2.86 I PROJECT No: None 2.00 I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I I I 1 1 I I I I I I 1 I I I I 1 1 1 I 42" DPEFI=2.86 2.00 STA.7+80 SHEET: 8+00 9+00 10+00 11+00 12+00 13+00 14+00 TO STA. 14+40 6 of 13 11 �� 30' R.O.W. 20, R.®.W. NOTE: RESET RCP'S &INLETS PINEB�UFF DRIVE EXIST. TO MATCH PROP. CLDITCH EXIST. EXIST. 18 RCP (30' R.o.w.) FL=7.32 6" S.S. EXIST. 18" RCP -al ! � % EXIST. 18" RCP SCAL �� E: 1 - 20 EXIST.6" S.S. EXIST. 18" RCP _ - - EXIST. M.H. EXIST. M.N. .. __--- .. --- _,,,,.._ ... - ... ... - ... _ _ _ i� ..._ EXIS j � i � �- EXIST. WATER LINE BENCHMARK NOTE: EXIST. �� � ,S.S. � XIST.' M.N. - ,� - � CITY OF LA PORTS SURVEY MO�i UMENT L.P.S.M. 6 S.S. ii "A" STR ET (30' R.O.W.) „ ; / � . � �-� �%. i; i, i,. ; .,., ; � i,. /,- ; /; i.� � �,� is � /, is � �; is i #112, @11 WEST OF SOUTH BRC ADWAYATTHE i i � � EXIST. 18 RCP . � � EXIST. " 18 RCP I EXISI�. I I -EXIST. 18 RCP A STREET (20 R.O.W.) CENTER OF NORTH SHADY LANE , 33.3' SOUTH OF XIST. ii �, 18" I�CP �� � � � � � � � ' � '� ' � ' � ' � � , SIGN POST, 32.4' NORTHEAST Of MANHOLE, 6" S.S. ' �� `' �- --_---_ - - - - - _ - � �-EXIST. _ 'i � � _ � - - � 669,770.725N, 3,264,932.832 E, EL =NATIONS 1983 _ _ -----' SAN. SEWER � - � . � ! � ADJUSTMENT NGS SEA LEVEL D. �TUM OF 1929, EXIST. � i i� / ��� � -- � EXIST. 8" S.S. '� % �i� 'i ELEVATION6.07. » 18 RCP EXIST. 18" RCP -i � ;��;�;;;:%��,�, � j��,;;% ,� PROP. 18" RCP � �' APARTMENT BUILDING '' I FLOOD PLAIN NOTE PROP. 18" RCP ACCORDING TO THE FEMA FLOC D INSURANCE & TYPE "A" INLET BAYSHORE DRIVE (40' R.O.W.) RATE MAP (FIRM) FOR HARRIS C )LINTY, TEXAS, PINE BLUFF DRIVE (40' R.O.W.) AND INCORPORATED AREAS, CC MMUNITY PANEL NO.48201 C1085-J DATED NOVEM BER 6, 1996, WEST SIDE "A" STREET THIS PROJECT LIES WHOLLY WI-' HIN ZONE "AE," �I BASE FLOOD ELEVATION DETER �IINATION = 11'. v m � i � � � z � WI z ; � ' j i i i i i i i � � U IZ � �i � �i � i I W i i �� � i ��� I i I W i ! I i ! I �� _ I Q I� i ! 1 i I 14.00 � � ------ 00 QO � � oo � i � i i � i i � � i i 14.00 LEGEND � �-� i � �'v I i l ---_- _ -- --- - - - --- - - -00 x_. - ...---- r----�- - -- -- -- - -------- ------ � i-- --, r.-- - - _--- ----- -' � -- - � i ------ ---- -�------- -- �- --I- -�-- --- ---------- -,------------ -------------------- r-- - �-------- ------------------- --r-.--------,.---- f ' ' i i D ! i � I I I I � I I I I � i i ( � i I i i I i I I ! � ! i I � 1 I ; UJ I I I I � 1 I � I � I W i 1 I 1 I I I I PROPERtt LINES - ---- --- -- - i - W _ ! I x i i x 1 - x i I i x I I I I x ! i 1 , � I FOR (ASPHALT) I W I i W W I I W ! i i I W I I ! I i � I I 12.00 ! ! i I � i I I I i ! I I ! I 1 ! I i 12.00 FOR (LIMESTONE) ---------------'�--�-----------�------------I-----------I , I I �-----�------------r---------r---------._._-T------------ , I--- -- - -- - - -- -.I.--- --- EXIST. FOR I I -�-----�----------I-----------i---�--------I---------�--i----------�---------------i---------r------------I------------i I I I I I I I I I ! 1 I I 1 I ----------I-----�----t------------------------ I FOR (DIRT) I ` II EXI$T. � PINEB�UFF i ' i i ( ) EXIST. ASPHALT � BAYSHORE I I I I ' I f i 1 I � 1 I + I i I i � I FOR (coNCREr�> FOR (SHELL) � DRIVE � � � , DRIVE , � , , EXIST. FOR (LMSTN) � � CMP 10.0o I I ! I I I ! I ! I I I i ' I 1 I I I � 10.0o RCP '- ---- --_ - _. -- -- - ---------------- ' -- - '-EXtST.-_TOB_ _ - -- - I - -- I--: ---- - - -- PROP.- , -- --- -- - -1 1 - -------- I -- -- ---I ------- - ---- - --- ' - ----- --- - -- - -- - i - ' --; ' --- �.� D fFCH _�.--__ ' i I , I EXIST TOB � � ' i i I � TGD I I (-I i I' �� I I I i I ' ! �� I I I �� I � 18 RCP �. I I I � I I I � I ' 1 � 1 I i I � � I ! TOE ' 18 RCP I I I � I - I I � I I ! ; ; I I TOE �Y'� I i i I 1 I I FL-7.32 I i I i I I 8.00 FL=6.94 �------- _ I , ____-- I I I I 8.00 _ ' I ! I ! E!XIST. i ---- I --- _,_„ i �; EXISIf- I I I I I ASPHALT CONCRETE � SHELL + + + I! i � � i 18" RCP i -� -' '- - � ij 18" R � i � ! � � � � � j + ++ ++ + �'� �..�-... ' ...- i. .I .. - .. -�- :__'_--� i �I � -... - ' EXIST. 2" WATER LIME i ,� - - EXIST � DITCH 6.00 �------- EXIST. � DITCH , i � �XIST: -� I � _... '-- __--���- , I �- � ! (DEPTH UNKNOWN) � � , I- 6.00 � ----- -- --�� I ---- ----I ____- ------� _ _ -��-DI--T-�,.�p��j--y�- _� - � ------ -----EXI-S�.------ �------- _/___I --- I I ----- ------ --- - - - - -� - - ----- -- ------ - - --1---�-- - -- - - - - - - -I - - ----- - -- - ------ --- ---- - --- -- - - � - - - - - --- �� GRAVEL DIRT 111;NONE I I I I C� DITCII"I �� I l ! I f 1 I I I I I I I i I 1 I I ! ! I ! I ' I I I I 1 I ! I I I I ! I ! I ! I I I i I I I I I i I I � � i i I 1 i � i EXIST. „ I J 2 V�ATER LINE I I I ' I � I I I I I � I I I I i � ! I I 1 I �� f I ! 4.00 i I i I I i I I I I i I ! I I I i 4.00 GRASS 0+00 1 +00 2+00 3+00 4+00 5+00 EAST SIDE "A" STREET U z U m i ' > >I i m � i ; U z � U z � U i � � ; ' � � � TE of rexgs�', z ,; ••�' ' U U I ! i l i I ! U I i U I I i I 1 �* ' *,, i 00 � ! �! i- I i � � i- ! I 00 � ! Ol7 � I pQ I I I i I I i 1 ! I r ��F / .... ..; )DNEY LEE SLATON 14.00 i I � (n , (n cn I � i I ' I � I I I I ! 14.00 �..., ....90298... ..� .: z � _ �; z_ !� � � � � - - --------- - '•'�GiSTERF;.-��'``.= � ~ i I ~! LLi i W W. I i I W i i i I I ~ ~ i ~ I i i i I i i i i I ! 1� ,I FSS/ �� �E�G� (n = (n! _ , i ; ! I i (n = i (n = � (n , ! i I � ; I i /� lt1 ONAL _�� I x f X� i- I i I I I _ I x f- ! X f- I x I I i I ; ! i \\\\C►� i W fl ! W i D- I I i I � W �- ; �� I W 1 i I !' i I i i v�Tji/� ''o"v'�p 1 2.0o W W '--EXISTS-CO , W ; W ; ! i 1 2.0o The eal gearing on ---. --._.--o�---- .� ---- -o- � ---I � ; NC. --------- I �--------I----------------o-----------'--------�--------- I ,>A,> ST. •J ; � •� � 1-------- 1 ; I i y--------'------------- I I i -I----- I---------�----_ I I ------- thi: document was •; EXIST. , � ; � uthorized by I I I I I I I I (A`�PHALT) I I ! I PROP 18" RCP i i „ I EXIST. ! A ST. I � I i � ! ; , i RODJEY LEE SLATON , , ' ! ! , ; (LMSTN) I ; i F E. 90298, on ' , ' , ' � � �a��` �� 10.00 10.00 I i EXIST. I ! 1 I ! 1 ;EXIST. 1,8" RCP ; � � ' ! ' � �' I I 1 HAT. R D. � I � ! EX;IST ' ATE G R .-� �i D � i i I EXIST. I � C�T�Y OF LA PORT��_ of (DEPTH UNKNOWN) ------ „ o I � PROP. 1 -' _ � i I I! 1 HAT. G I 1 � PLANNING DEPT.ENGINEERING DI` � �m 8.00 � _,,,.- i '-- �- 1;8 � � 8.00 - _ ----- 18"! RCP � __-- -- � - � - l � ' i � ---�-�---;EXIST. i __RCP.- --- i � (DEPTH UNKNOWN) - -- ----- � � ----- -- -- -�--- -- - --- � i ! --- - - �; - --- -- ------ -- - -- --�-- ---- --- I i i i 604 W. FAIRMONT PKWY. � - -' I 1 I I I I ! LA PORTS. TEXAS, 77571 �� �_ ' ; ; � C.L. DITCH i 281-471-5020; FAX: 281-470-5005 , � ,EXIST. 6.00 i I I � � � � � I 1 � I ; 1 � 1 i 6"i EXIST. ! i SAN. SWR I i I i i i I 6 OQ DWN.. RLS/JR ----------- AYMUD DRAINAGE PRO JEC � I I -i i EXIST. 1'8 RCP CK'D: RO � � � � ! � PINE BL FF U SUBDIVISI' �N � I EXIST GAS LINE ' I " � I EXIST. RCP; I I (DEPTH UNKNOWN) � i i i i i i � i , APP'D: RS �18 I ! � I � � VERIFY SIZE AND 1 ! ! (DEPTH. UNKNOWN) ! 1 I I i 1 � ! � I , I , , ; : ! SCALE: 4.00 � � I EXIST__2"� WATER LINE I I 4.00 Horiz:1^=zo' - --__ _ ---- -- - I ---DEPTH- ----- ------ -- � -----_ ...--------- - ----- --- ---- -- - 1--------------------- -------- ---------1-------- ------�------ -�------ - ----------I------ --- i--------�------------ -- =--- --- --- "A" STREET I i � (DEPTH l)NKNOWN) ; � I � I ! ! I ! I I ! Vert:1"=2' I ! I i I I I I I 1 I i I I i I PLAN &PROFILE DATE: Mac 2007 I I i I i I I I i I 1 1 I I I I 1 I ! ! i I I ! I '. ! I ! i I I ! I i PROJECT No: None `Z,OQ I I ! I I � I 1 i I I I i ! STA.0+00 � I i ! I i I I I I I ! i 2,QQ SHEET: TO STA. 5+00 7 aF 13 o+o0 1 +o0 2+00 3+00 4+00 5+0o "" STREET R.O.W. (301 PROP REGRADE DITCH @ 0.1 °/Q, - SCAT 1 ` 20' M.H. .E: EXIST.�i o� EXIST. SAN. SEWER 18 RCP i CEXIST. 4� EXIST oyti N NOTE: I�...��.._...-. °° — — — — � ° ' EXIST. W.L. I o .DITCH 3E ...—...—^o RESET RCP S & INLETS �. I _ o BENCHMARKNOTE: i t--EXIST. o� TO MATCH PROP. DITCH CITY OF LA PORTE SURVEY MOI IUMENT L.P.S.M. PROPs`-' �i EXIST. o• > 18" RCP B STREET (30 R.O.W.) �i #1122 @11' WEST OF SOUTH BR( IADWAY AT THE 178' L.F. 18" RCP o > > o0 Cb RCP �ti lie. Ly EXIST. WATER LINE o CENTER OF NORTH SHADY LAN _ ., 33.3' SOUTH OF 1 Q o 0 0� i �ti �tiy , _ . . y , �\ o� SIGN POST, 32.4' NORTHEAST O': MANHOLE, G.V. - --- - _---- ^ — 741 — _ ---- —ZEXI�ST*�l PROP REGRADE i ��o _ 4—' --- 669,770.725N, 3,264,932.832 E, El EVATIONS 1983 l - .` `ADJUSTMENT < ti �'.@ NGS SEA LEVEL E ATUM OF 1929, DITCH 0.1% < EXIST. 18" RCP 8" RCP ELEVATION 6.07. FL=8.12 EXIST. 18" RCP 5. �. m PROP REGRADE FLOOD PLAIN NOTE ACCORDING TO THE FEMA FLO( )D INSURANCE - DITCH @ 0.1 %, RATE MAP (FIRM) FOR HARRIS C DUNTY, TEXAS, EXIST. S.S. AND INCORPORATED AREAS, C( IMMUNITY PANEL NO.48201C1085-J DATED NOVEIL IBER 6, 1996, THIS PROJECT LIES WHOLLY WI HIN ZONE "I WEST SIDE " B �/ STREET BASE FLOOD ELEVATION DETEF' MINATION = 11'. �I Q I 1 LEGEND 14.00 00 1 i � I i i 14.00 _ .—: o. � -,-- I I I I I PROPERTY LINES > ' TOP OF ;S.S. MHO ' FOR (ASPHALT) W m x S. IN. (SIZE/I.E. UNKNOWN) GROUND I ! FOR (LIMESTONE) 12.00 I ;NATURAL I 12.00 FOR (DIRT) I -- - I __------ --- FOR (CONCRETE) ) I I PROP REGRADE t I I I I I EXIST. FOR (ASPHALT) I 1 FOR (SHELL) CMP i 'RESET RC DITCH,, ' RCP C.L DITCH - - - - - - - - - 10.00 TaB _ -------- - Q-.-- I� @ -----,-----.-----..._..._.._-._-._-....—__.----- _ ... _ . ..—.... — --- --- ------ - ------------ TOE I , ... i 1 I TOE `(ley-JY1 I J !EXIST. OF DITCH 8• 00 8.00 ASPHALT CONCRETE SHELL +* +++ _ I I I +++++ PROP RESET RCP; � I. EXIST. EXIST. OF DITCH 'OF DITC REORADE DITCH 0.1 /o @ ° 6.00 I T I ' EXIST S II `---- I 6.00 GRAVEL DIRT LIMESTONE �� ---.I------------ --- ---- - ------ ---------I---------- - - --------..L--- --- - SAN--SEWER(SfZE; & --DEPTH ----- I--- - --..--------- I ; ; UNKNOWN;) 4.00 � i I I � I 4.00 GRASS 0+00 1 +00 2+00 3+00 EAST SIDE "B" STREET ' U W^ �i i > Wes. � >I ' W > W'^ > a 61 Z f Z i C f) { (n ' oo W _ 1 0 i CIO I 1 0 1 0' 14.00 I 00 , , —' —' 14.00 1 1- (n � I i-- I ' X I X I x x I � I W ! W W W I 1 " W' Q m x W 'ROP RESET RCP I I 12.00 i I ' UOR 12*00 NAT. GRD:.. _-- - o _EXIST. EEGRADE DITCH- 0�1 /o, ) -- --- - I PROP'REGRADE 10.00 ITCH, F ESET RCP I -- - - - - ,o ---- ----- --- �,----- , -- - -- — ----- — ---- - CITY OF LA PORT - @ 0.1'/0, FL=8.12 I I 1 EXIST. I II EXIST. i I EXIST. I of — A I EXIST. I I I I I 18 i RCP I i 1,18" I RCP i I I 118 RCP I PLANNING DEPT.ENGINEERING DI f. "�a — " ' 18 RCP I' I 1 EXIST. m —... ' i I ...�� 604 W. FAIRMONTPKWY. 8.00 tom. I i OF DITCH 8.00 .�'�E of rekttt LA PORTE. TEXAS, 77571 -------'-------- - - ----- -- - - -- - I I- -------- --- --- -'-- --- ---- i-- ----- -I-- - - - ------- r-5tP qs+tf, 281-471-5020•FAX:281-470-500E ' '�"_ EXIST. ;EXIST. I EXIST. E; IST. 181 RCP EXIST. EXIST. OF DITCH DITCH i I OF DITCH OF, DITCH of ;DITCH ,.........................., RODNEY LEE SLATON BAYMUD DRAINAGE PROJECT OWN: RLS/JR I 1 _ �.........9ozse....4FQ" CK'D RO I — 6.00 � � ...��.'',�: PINE BLUFF SUBDIVISI JN ---- - ----'- _ - --- --- _ ---- Iti,S/ONAL '�. APP'D:RS 1� SCALE: EXIST. � OF DITCH I EXIST WATERLINE The seal a on n n B STREET Horiz: 1"=20' 1 PPeanng Vert: 1`2' 4.00 DEPTH UNKNOWN; , ;(SIZE & ) ; 4.00 th�authorz d by as PLAN &PROFILE DATE: Mar. 200RENOWNED 7 RODNEY LEE SLATON 0+00 1 +00 2+00 3+00 P.E. 90298, on 0+00 PROJECT No: None s 2� OctSTA. SHEET: TO STA. 3+00 8 OF 13 �� �� 30' R.O.W. EXIST. WATERLINE PROP. EXIST. 2" WATERLINE (SIZE &DEPTH UNKNOWN �' � EXIST. 18" RCP ) � o 15 RCP &DEPTH UNKNOWN) \ EXIST. � ��\\�. I � :.-,:: I ry6 ,'� °� ... � :�.; - � ,� •, °� � ^(SIZE ,_. .. =;�• :. �-5;;;; EXIST. :. •s., :,:��.::.:>. x ��\��. 18",RCP � SCAL ��— � E: 1 — 20 _ ,,�. ,• ��; .. . a .O .y.q?,^. ' '... ;:` 18" RCP ��\�`' ,ti ,� ,y PROP REGRADE - ...� ,�-,;ri:.; A oii.:,:r 0 ;�a-,.;;,_:, � a^r k( XV+y CSc, � �'�,, o e O o DITCH @ 0.1%, �-- � --- "�... '� ' 4,.. _ .. �....�,•--s�..: -- -- - � �'--- '``''�� NOTE: EXIST. G.V. \ � I EXIST. 18" RCP � "C" STREET (30' R.O.W.) °�� RESET RCP'S &INLETS EXIST.--1Ii � ti �� � BENCHMARK NOTE: ,�� _ _ _ _ 1 TO MATCH PROP. � DITCH � 18" RCP �� CITY OF LA PORTS SURVEY MOB• UMENT L.P.S.M. o •_.. _...�..._. •_... _ � oti ����� EXIST. 8" SAN. SEWER .; °y #112, @11' WEST OF SOUTH BRC ADWAY AT THE ,�9 ¢ EXIST. G.V. & F.H. ""� EXIST. 8" y����� CENTER OF NORTH SHADY LANK :, 33.3' SOUTH OF --FFFiii��. ��, PROP. ADD I m\ SAN. SEWER iii. •'"�� SIGN POST, 32.4' NORTHEAST OI 'MANHOLE, 8 L.F. " EXI SAN. SWR. M.H. 15 RCP PROP REGRADEExIST. SAN. SWR. M.H. 669,770.725N, 3,264,932.832 E, EL EVATIONS 1983 DITCH @ 0.1%, ADJUSTMENT NGS SEA LEVEL D �TUM OF 1929, ELEVATION 6.07. FLOOD PLAIN NOTE ACCORDING TO THE FEMA FLOC iD INSURANCE RATE MAP (FIRM) FOR HARRIS C AUNTY, TEXAS, AND INCORPORATED AREAS, CC MMUNITY PANEL WEST SIDE " C " STREET N0.48201 C1085-J DATED NOVE��IBER 6, 1996, �-. .� THIS PROJECT LIES WHOLLY WI"'HIN ZONE "AE," � i a. cn :. � W ? � � � �-. cn v � o c.> o �.� v j o � � � o z � BASE FLOOD ELEVATION DETER utINATION = 11'. X;� � X� I z � i z ! z I � i i i w;� o� � I O W� I I—:U i I �U oo O i p I � �U � i �� , 16.00 io0 ' �, � � I �� I �� �� I � �, I I 16.00 �— - � - --- - - o _ -- --W --- -- x --`- --�-� --�- - ------;�-------x-;------ � � _ x- ----J._W _..---'- ----- - - - x-------- -W I - I I �- ---- --- --. -- LEGEND O � I W i i PROP RESE`f RCP, I � i I �i 14.00 ; m j i i REGRADE QITCH � i I ;EXIST. ' I ' � 14.00 PROPERTY LINES ---_--_--_--_- _--_--_--___— I i ! FOR (ASPHALT) ' c�-I @ 0.1% � i ._ - - _ __ - - � NAT. GRD. i EXIST. FOR i FOR (LIMESTONE) I � E,� I S T. F O R i i I i I (ASPHALT) I FOR (DIRT) (ASPHALT) � � ; FOR (CONCRETE) I I I I i i I ' FOR (SHELL) 12.00 � I � � � - I 12.00 cMP i I I I .. �- -- - - -- ,-------- ---- - ----, - -- -- I -- ---- -- -------------r-- -- �--- - ---------- �; - �----- I - --_----- -- RCP i t ! ' � ' �I i O.L DTTCH - -- - - - - - - - ' - TOB i i 1-- 1 �..;�` TOE 10.00 j I ( �------i �- I EXIST. -----" Ij , r` II i j -i-_ r-- I �' 10.00 TOE ��r'�-� --- EXIST.- I --- -- - i - „ --- _.. E,XLST. -- ---- , ----r EXIST.--i -- �=--- - ---------- I it 8 RCP 1 ' 18 '----I RCP 18 RCP I' i I � 18" RCP I � � } + ' � � -- ' ' ' i I I ASPHALT � CONCRETE � SHELL � + ' I ' � � � EXIST. ;� 8.00 I i i -- --- --- - - -- - -- -- -- -- i--- -- --- �-- -- -- -- ----- ----- - _ � --- -- --- � ---- - �----- ---_. _ ---- _ OF--DITCH--------i'------- I EXIST. � ; � I I - -- E�XI '; '\' \ � DITCH � ; � OF DITCH OI DITCH � j GRAVEL DIRT LIMESTONE �� I I I I � I i I I 6.00 i i � 6.00 1+00 2+00 3+00 CRASS OF TfrgSit� EAST SIDE "C" STREET y,�P'(E *.����������'.:*,� 1-i � i I ! i j W- W I j i �•��� RODNEY LEE SLATON �_� � � I U i ; i � z ; '� i _ '......... 90298 �. .I ^� I � (n I i � +�1 FSsio .. EN�y� -- - - - - --- --- ,----- -- ---�----- -------------- --- - -- ----- -U�-� � --, - -- - - _ _- - - i i � i X� i i i i 7 le seal a earin on PP 9 I � W I � this document was i 1 ! I i I i I ! I i i I ; I � i i authorized by 14.0o i i � I I I I I i i I i 'ODNEY LEE SLATON _ _ __ _ _ _ _ _ _ __ _ _ i__ I 14.00 P.E. 90298, on � i REGRADE� TCHP�,------------_ _;._.- ii) i �f ------;----------;--------;--- I ' i - I - -- _ _ _ i I _ - -- - '� /'fin � i I I I I I I 1U! i I I I � _� 1z.00 � � EX19T. FOR � � � � i 1z.00 CITY OF LA PORTI�_ �I i � ---- ------ ---- - (ASI�H ALT� � � ' � , i -- I --;__ ___ , ___ i � of Ao ` '�� PLANNING DEPT.ENGINEERING DP'_ � ' ,,�� I :. .. � .--- � — ' � i 604 W. FAIRMONT PKWY. � � _..._... — 10.0 0 I ' ' '-- � " � � ____ • � � � • � . _ ..—. i ' 10.0 0 281-4715020E FAX: 281 � O'5005 -- -- ---- --- I--------i------- --- ---- EXIST.-------� - --- -- � ------- � ------ , ---- --- _ DWN: RLS/JR of BITCH � � BAYMUD DRAINAGE PRO SECT ; CK'D: RO ' �- Exl `r. ExIST. � � � PINE BLUFF SUBDIVISI�'��N APP'D:RS 8.00 8.00 --�---..---- -- -----DST 'H-------DITCH' ' - ------I -------- '-._-.-------'-------- � � I ----�---------------I--------'------- --'- �-----. ..-------- - '------- --- SCALE: i I � I I n n C STREET Horiz: 1"=20' Vert: 1"=r i I -' � � I � i - - - PLAN &PROFILE DATE: Mar. 2007 6.00 I I 6.00 PROJECT No: None 1+00 2+00 3+0o STA.O+ZO SHEET: TO STA. 3+00 g of 13 14.00 12.00 10.00 8.00 6.00 4.00 EXIST. 8" W.L._ (DEPTH UNKNOWN) I �) EXIST. 15" RCP PROP REGRAC DITCH @ 0.1%, "D" STREET UT R.O.W.) BAYSHORE AVENUE � (4 R.O.W.) o� EXIST. 2" W.L. (DEPTH UNKNOWN) �L• .�iiii .:�iiiiiiiiiiiiiiiiiiiiii�i..i /Z(1' R () V EXIST` 15" RCP PROP. ADD 15" RCP EXIST. 8" SAN. SEWER WEST SIDE "B" STREET � i I 1 � IiJ I C U i I 1 IE I 1 I 1 X I I X I I I W I^ I Lu I i i 1 1 I PR( DIT IH I I I 1 I I 1 I I I I I I I I I I I t 1 I I I jl EXIST. BITCH I i I I i I I I i I I I I I i I I I I I I 1 EXIST. 8" VV.L. (DEPTH IUNKNOW;N) I I 1 1 I I 1 I I I I ;EXIST. i i i i i 1 I I I I I I I I I i I I I I I I i I I I I 1 I I I I I 1 1 I I I I I I 1 I I i I i I I I I i I I I I ( I I I I I 1 R :GRADE @ 0.1�,/0, 1 EXIST. OR (LIVI TN) OF DITCH I I i I I I 1 1 I I I I i 1 I I I I I I I I I I I I I I I I 1 �XIST. qAS LINE'l EXIST. (DEPTH UN 1 +00 1 I I I 1 1 » i I W.L. JOWN) EAST SIDE "B" STREET EXIT. 8" WJL. ;(DEPTH ;UNKNOWN,) 14.00 12.00 10.00 4.00 i i xl I X I I 1 1 I I I I I I I Ln I In I I I 14.00 I I ,� , , ,_ , , , , , 14.00 T00' OF S. MH. IBAYSHOfI DR. S. ;IN. (SIZE/I.E. UNKNOWN) 1 1 I I I I I EXIST. SOUTH FOR PROP REGRiADE °' ' 12.00 _ ' ' ' ' D STREET 1 1 1 __-- ' ' --- 1 I I I I I I 1 1 12.00 I I 1 I I I I 1 I I 1 I I 1 1 I I I I I I 1 1 I I I I 10.00 --------'------- i ------------' ----) -----'-------i 1 I 10.00 I I I I 1 I 1 i 1 I 1 Ej1(IST. TOB� I( OF DITCH I EXISTI TOB i I ' t I I I I I I I i I 1 I I I I I I 1 I I i I I I I i 8.00 8.00 --------' '-------- ' ' -- ---- 1 _ I i I --' ' --------'------- i I i I 1 I I I I I i I I 1 I I I I I I I I i I I I I I I I I I I I I 1 I 1 1 1 I I I 1 I I I 1 I 6.00 I I 1 I I I 1 I I I f I 6.00 ----------------J---------'---------1--------1--------J----------1------- ----------1---------I---------'---------1------- I I I I I 1 I I I I I I I 1 1 I I 1 I I I I I I E�CIST 8" AN. SEI�JER i EXIST I8" SAN. ,SEWER i i i EXIST' 8" SANA SEWER (DEPTH UNKNOWN) I (DEPTH UNKNOWN) (D PTH UNNOWN) 4.00 I I 1 1 I 1 1 1 I 1 I 1 4.00 0+00 1 +00 2+00 NOTE: RESET RCP'S & INLETS TO MATCH PROP. CL DITCH BENCHMARK NOTE: CITY OF LA PORTE SURVEY MOPIUMENT L.P.S.M. WEST OF SOUTH BR(ADWAY AT THE CENTER OF NORTH SHADY LANI :, 33.3' SOUTH OF SIGN POST, 32.4' NORTHEAST OI ' MANHOLE, 669,770.725413,264,932.832 E, EL EVATIONS 1983 ADJUSTMENT NGS SEA LEVEL D XTUM OF 1929, ELEVATION 6.07. FLOOD PLAIN NOTE ACCORDING TO THE FEMA FLO( ID INSURANCE RATE MAP (FIRM) FOR HARRIS C )UNTY, TEXAS, AND INCORPORATED AREAS, CC IMMUNITY PANEL N0. 48201 C1085-J DATED NOVENi BER 6, 1996, THIS PROJECT LIES WHOLLY WI' WHIN ZONE "AE," BASE FLOOD ELEVATION DETER AINATION = 11'. LEGEND PROPERTY LJNES FOR (ASPHALT) FOR (LIMESTONE) FOR (DIRT) FOR (CONCRETE) FOR (SHELL) CMP RCP C.L DTTCH TOB TOE TOE + + + ASPHALT CONCRETE SHELL + + *+ ++ +* + 15 GRASS 5�(PtE OF TE,�gs�l ......................... RODN(Y LEE SLATON he sebl'appearing on this document was authorized by RODNEY LEE SLATON P.E. 90298, on CITY OF LA PORT,!:= PLANNING DEPT.ENGINEERING DI` '_ 604 W. FAIRMONT PKM. LA PORTE. TEXAS, 77571 281-471-5020; FAX: 281-470-5005 DWN: RLS/JR BAYMUD DRAINAGE PRC JECT PINE BLUFF SUBDIVISI'�N APP'D:RS "D" STREET PLAN &PROFILE STA. 0+00 TO STA. 2+60 Horiz: 1 "=20' Vert: 1 "=2' DATE: Mar. 2007 PROJECT No: None SHEET: 10 of 13 PROP. EXTEND 24" RCP PROP. JCT. BOX W/GRATE ,STA.=0+43 TOP=11.00, (E, W) FL=7.53 (N) FL=3.32 PROP. EXTEND 24" RCP 14.00 12.00 10.00 8.00 6.00 4.00 2.00 0+00 EXIST. 15" RCP PROP. TYPE "A" INLET, STA.=0+72 PROP. JCT. BOXW/ GRATE (W) FL=7.27, (N, S) I.E.=3.26, STA.=2+73, (W) FL=7.27, (N) DITCH FL=8.80 (N, S, E) I.E.=2.86, (S) DITCH FL=8.80 8" WAT R LINE PROP. 230 L.F. 'TH U,��OWN) � ' @ 0.2°/a 30" HDPE PROP. 41 L.F. DITCH xisr. c.v. & F.H. PROP. 152 L.F. DITCH 15" RCP ram' �,a . �;, ��.. .^ o � w � �� O =o (n Q m EXIST. 8" SAN. SEWER ,, • � ,� :. ry � � II � I I �ti. ' II �ti x I� ;� �-- ' � ( EXIST. � � \ �� 11 12" RCP Q ^ EXIST118" PROP. 30 L.F. � SAN. SEWER 3O" HDPE @ 0.2% �o �� m_ w� z a �� "F" STREET (30' R.O.W.) .�ti �. \�, � \� GAS - /%%/%%%%% '� // . . 0 EXIST. \\� g -EXIST. \ \\ 8" SAN. SEWER \�\ C.o. NOTE: VERIFY GAS LINE LOCATION &SIZE WEST SIDE "T" STREET i NOTE: PROP. REDIRECT EXIST. DITCH TO PROP. INLET. PROP. 16 L.F. 12" RCP PROP. TYPE "A" INLET (W) FL=8.21,(S) FL=2.92 \ -���z: � '�;�... .� ��" ti � ^�� '�� PROP. 32 L.F. �,: @ 0.2°/a 30" HDPE ;,z�4:; � EXIST. M.H. ��:': a :�.. ti� PROP. 150 L.F. @ 0.2% ' � 42" HDPE TO GAL. BAY OUTFACE I LL i W 1 I 1 I 1 1 I iW ^ i i i i W^ i I i i U I I I I 1 I I 1> � I 1 i I> ~ 1 I I I I I I 1 I I 1- -I I I I I- � 1 1 I � 1 i 1 1 i 1 I I� Q I I I 10' Q 1 1 1 I I I I 1 I I I Ip = I i 1 I p = I 1 � 1 1 I I 1 I 1 I I i I I I I 1 l(I) 1 N 1 1 I. 1 I I I I �- I I 1 I �- I I .-1- I � I 1 I I I I I 1 (n _ 1 1 1 I �--_(� I -----r--------r--------r--------r-------�---------t--------rt--------t--------r--------r--------ram-----r--------1---------1---------r --r------- I I• I I 1 i I I I I I� � I 1 I I� �--- I I i'i-' I F- I I i I I i I I X I 1 I I X I � (+x� � to � i � � EXIST. EQR (ASPI-�ALT) ;w ; ; ' ; w i >Y, i X I I I I I I I I I 1 I I I I I 1 I � W 1 I t I 1 1 I 1 I I 1 I I 1 I 1 I I I 1 1 I I I I 1 I I •----r--------r--------r-------------I---------r--------rt--------t--------r--------r--------r--------r-------7--- - - -I---------r--------rt------- I 1 I 1 1 I I I 1 I I I 1 I I 1 I - --- I i I I 1 1 I '►�;- 1 1 I 1 1 EXIST. � dF DITCHI I I I I I I 1 I I I 1 I 1 1 I I i 1 I I I I I l i i NAiT. GRD. i i i I " I 1 I I I i I EXIST. � WATE LINE I I I i I i I � I i I I I 1 I I i _ I i I 1 I i I I 1 1 1 1 I -----r--------�------�-----r-------�---------�-------r------�--r---------r-------- -- � �-,-...�----a` �-------�-------- {�-�8-E-��ki��W�4C�1�4NA1-�---- I 1f I I I I i i i i...�� i � i '�""-- 1 l i, I PROP. I 1 EXIST. �i PROF?.. �XIST. �i DITCH � ,,,,,,. � � 1� ' ' '�"'� i � I i i � i I f�ROP DITCH � FL=8.$0 1 , � � �� ; ' ' ""'� ; � EXIST. RCP � PF$OP. 152 L'F. DITCH I� I / �L=g,gO i I I T. 8 WATER LI E ( ) PROP. 41 F. DITCH �rL=7.18 i I I 1 1 SIDE UNKNIOWN I I I 1 I 1 ----- fiOP--- L--------I--- - � -'-� 1--------1-----,T--1--------L------- 4--------L--------1---- - J---------�-------1------- (' ���-t�td1�1�6�fd) '--------' EXIT. 8 WATER LINE ' ' ' ' ' ' ILL 7.53 I I 1 I 1 I I 1 I I i 1 1 1 I I I I 1 I I I I I I I I i I 1 I 1 I I 1 i I i I I I i i I I I I I I I i i I I I I I I 1 i I 1 I I I I I I I I I 1 1 1 I I 1 1 �� --I I I I 1 I i I I 1 -----�-------- --------�--- ---'1'------ �- -�- �- - Lei_ �L ��-�V-a�-..aJ�--��- 1--------'t'----�---------�- -----1------- PR�P.I I I I I 1 1 I I I i I 1 I „ 1 PRCJP. ( ( i i i i i i i i - i i I l i i I 24 RICP ( I I I 1 I I I I 1 I 1 1 i l l PROP. I( P OP. ( 30 H�PE ( I' PROP. i i Pfi`tOP. 30" HiDPE i i i i i I I i30" HDPE' I FIB=2.92 ----�-------- -�--- �- �--------�---------�---------�---------�---------�--------a--------�---E'-E3OL'.�- -- r-;--------�-�- ----; ------ r----- i 1-- i ��� i i i i i i (N&�) 42" HDPE, FL=2.85' � I 1 1 1 1 i DP�. FL=2.8QI i! !-_-_ PF$OP. FL �.32 1 +00 2+00 EAST SIDE "E" STREET 3+00 14.00 I 12.00 I 10.00 I 8.00 6.00 4.00 2.00 I W�� IW � �- I I I I I W� i I W �j 1 W� W^ I 9U I I > I I> O I 1 1 i I >_ I I > 4 _ I > I > U I �z I I JI U I- J� I 1 I I I J I I i--t I -I-I I I I � W I� I I� Q I I i I I � Q 1 I � I �� U z i �I � 1 I p =I Ip =^ i I i I 1 Q= 1 I p� I p p Q l i.,. 1 i i� I I I I 1 t t I I U I � I � �- N I I I 1 1 �- 1 I -!I I v I I 16.00 ; � .J Ln II- (n � I I I i I i- � - 1--------' I=-`-�--------i ~' � -�--- 1 I 1 6.00 --------r----� r•�------r�-�----1--------�---------r--------7--------T-- � a r r---- � r r-----� �-- �-T---------------�-------- I I 1- � 1 I 1 I I � 1 1 i I 1 1 I I 1 X 1 1- IX f- 1 I I I I X I 1 X i 1 X Y X 1 I I I W 1� I W (n I I 1 I I W I I W I 1 W 1 W I I i 1 I I I I I I I i I I 1 i I I I I I X I X I I I i i I I I I 1 I I I I I W I W I i I i I I I I 1 I I I I I I I I i I I I I i 1 I I i I I 14.00--------'--------' I ------- I 1 i I 1 I --------' --------' --------' ------- '-------- '-------- '--------'-------- 14.00 r�---------r-1---------1---------,---------�---------�--------T r r r 1 -1 -T Z i i I i I I 1 i 1 I I I I 1 i 1 I I I I I 1 1 I I I i i 1 I I I 1 I I I 1 EXIST. I I i I I I I I i � � i � � EXIT. FOR �(ASPHALIT) NAli. GRD. C.O. 12.00 ' 1 1 1 I 1 1 I i -I--------I --- -- 1 I I 12.00 --------�--------�--------L---------'---------�-------- �-- ----- �---------L--------1--- I , '-------- �__----- �--------------- �-------- I EXIST. � DI�CH EXIST. �1 I i I 1 i 1 I I I I i I. /-t I I , EXIST. GAS LINE 1 I I I I DITCHI I �' 1 1 i r i 1 i I I I I i .. I 1 1 I (SIZE & D�PTH UNIKNOWN) � I i I I I .� I 1 1 I I 1 I I I I I ��� 1 I 1 1 I I I I 10.00 1 � � 1 -/I 1 1 I I 1 � I I 10.00 I r/// 1 1�� I 1 1 �---------�--------i--------�------ , ,-------- 1 � 1 1 I I I i I I I I i I I 1 I I I I 1 1 I i I XIST. i DITCH i I 1 i i �-- � EXIS�. GAS LINE I II/ I 1 I I I 1 I I i I 1 J( i i i i i (SIZF� 8c DEPTH i I I I t i i 8.00 8.00 X.I��_-G.A..S_�-1�1�-L--------�--------�------- �- --------� ------1--- --1-- ----------L---------I---------1--------J- -------1-------- (SIZE 8cI DEPTH ; E�IST. GAS LINE � I � � � � � 1 � I � I UN4�NOWN) � (;SIZE 8c QEPTH ; ; I I ; ; � EXIT. SAN. � SEWER I � � UNKftiIOWN) i i i i i i (SIZE 8c DEPTH UN4�NOWN) 6.00 I � i 1 1 1 I I I I 1 I I I 1 1 6.00 0+00 1 +00 2+00 3+00 NOTE: RESET RCP'S &INLETS TO MATCH PROP. C� DITCH SCAT .E: 1 "= 20' BENCHMARK NOTE: CITY OF LA PORTE SURVEY MO' JUMENT L.P.S.M. #112, @11' WEST OF SOUTH BR )ADWAY AT THE CENTER OF NORTH SHADY LAN _, 33.3' SOUTH OF SIGN POST, 32.4' NORTHEAST C '= MANHOLE, 669,770.725N, 3,264,932.832 E, E .EVATIONS 1983 ADJUSTMENT NGS SEA LEVEL [ DATUM OF 1929, ELEVATION 6.07. FLOOD PLAIN NOTE ACCORDING TO THE FEMA FLO )D INSURANCE RATE MAP (FIRM) FOR HARRIS 1 :OUNTY, TEXAS, AND INCORPORATED AREAS, C IMMUNITY PANEL N0.48201C1085-J DATED NOVEL/IBER 6, 1996, THIS PROJECT LIES WHOLLY W THIN ZONE "AE," BASE FLOOD ELEVATION DETEI-;MINATION = 11'. LEGEND PROPERTY IJNES FOR (ASPHALT) ------------- FOR (t1MESioNE) FOR (DIRT) FOR (CONCRETE) FOR (SHELL) CMP RCP C.L DRCH roe TOE TOE ��1''W V�^ + ASPHALT CDNCRETE � SHELL +++++ + + + + + GRAVEL DIRT LIMESTONE �� GRASS S,tP'�E oP rexgs4 +t �� %�f �•• � •'*� RODNEY LEE SLATON ,�:, sozse ������ / �1 SSroNAL•E�G"' Th ; seal peanng on ris document was authorized by R)DNEY LEE SLATON P E. 90298, on 5�E6. off, CITY OF LA POR1 'E PLANNING DEPT.ENGINEERING C 'V. 604 W. FAIRMONT PKWY. LA PORTE. TEXAS, 77571 281-471-5020; FAX: 281-470-50C i BAYMUD DRAINAGE PRC►JECT DWN: RLS/JR CK'D: RO PINE BLUFF SUBDIVIS ON APP'D:RS SCALE: "F" STREET "v rt ;�=z°� PLAN &PROFILE DATE: Mar. 2007 STA. 0+00 PROJECT No: None SHEET: TO STA. 3+40 12 of 13 J 00' R.O.W.) SEXIST. 8" 8" EXIST. W.L. EXIST. 8" S.S PROP. x� SAN. SEWER x SOUTH i BROADWA (100' R.O.W FL = 5.82 m tK RCP (2) ° 4< EXIST. SIDEWALK.`::,; f-: `wQ*.4LEXIST. SIDE WALK:` ``"< °41�'° �.,EX1_�fi:4 , �< EXIST G.V. : 4v. '4)' .u� - . • 1 . sec sec EXIST. 2" W.L. SBC PROP. _ __ _ ^�� FL = 5.50 -- -- - — -/AEIST. EXIST. 8" W.L.T tx�� °___ IST. M.H. CMR�, SAN, SEWER EXIST. CB, ---�- ST. CB �...— _ ° ----------------------------- �r ° ro EXIST. 18" RCP EXIST. RCP EXIST. `� EXIST. FH-- � BC E RCP 18" RCP PIJEBLUFF DR. EXIST. 2" W.L. �! FL=7.71 PROP. ( f R.O.W.) EXIST. 8" cl Q r FL = 5.50 (i ' SAN. SEWER ii o 'I c cn Q m NOTE: RESET RCP'S & INLETS TO MATCH PROP. CL DITCH LWi U >J dnO J Q= ' O i�(n U 14.00 - z �v m -------- --- - --- --- - --- - ---r ---, --- -- -�--' --- ---- -- - - --i--- - - - -- - - - ----t X -- X 1 X X W Q X i Li m W W LLj I �I (n i W i C31 > i - i X 12.00 W I ! -- - - --- --._,_.. _..------ ------------- - - - -- 12000 � ---1--- - - - i I I i X I X I I I ! I I Li W I I i 1 I j I I t I I ' EXIST FOR (ASPHALT) EXIST FOR (ASPHALT) 10.00 ---- . _. ------ ---- -- --- 10.00 EXIST. SIDEWALK ; EXIST. G.V. ; EXIST! SIDEWALK I-----F----- --- i I-- -- 1 EXIST. RCP 11 6.00 n- 1 III I i I 6.00 --- - -- ---- -- -'-- --- i-XIST__ I _ - - --- - E - - SI4E) - -- - -- --- - -I - -i -I-= (V RIFY - --- EX1ST- -0F -DITCH --- 124, tII ------. -!- ------ ------ - t; - 4.00E�tS -� 4.00 WLEXISTING W.L. -SNG-EXI I(VERFIY` DEPTH & SIZE) (VENFIY DEPTH & SI E) 2.00-----E�XIS_T_IN-G _S_.S. - ----- ---- --� -- -- -- -- - ----- - -- � -� S.S. S --- - ! --------- - ----- 2.00 (VERFIY DEPTH & ;SIZE) EXISTING (VERFIY DEPTH i & SIZE) i I I 0.00 0.00 I I 0+00 1 +00 2+00 3+00 BENCHMARK NOTE: CITY OF LA PORTE SURVEY MO!`dUMENT L.P.S.M. WEST OF SOUTH BRI )ADWAY AT THE CENTER OF NORTH SHADY LAN'=, 33.3' SOUTH OF SIGN POST, 32.4' NORTHEAST 0 MANHOLE, 669,770.725N, 3,264,932.832 E, E .EVATIONS 1983 ADJUSTMENT NGS SEA LEVEL I ATUM OF 1929, ELEVATION 6.07. FLOOD PLAIN NOTE ACCORDING TO THE FEMA FLO )D INSURANCE RATE MAP (FIRM) FOR HARRIS ( OUNTY, TEXAS, AND INCORPORATED AREAS, Cs )MMUNITY PANEL N0. 48201 C1085-J DATED NOVEI14BER 6, 1996, THIS PROJECT LIES WHOLLY W' THIN ZONE "AE," BASE FLOOD ELEVATION DETEf-:MINATION = 11'. LEGEND PROPERTY LINES----------------------------- EOR (ASPHALT) FOR (LIMESTONE) FOR (DIRT) FOR (CONCRETE) FOR (SHELL) CMP RCP C.L. DITCH TOB TOE + + ASPHALT CONCRETE a:' � SHELL *+ + ++ + * GRASS .. RODNEY LEE SLATON ' 90296 ' Q. he seal appearing on this document was authorized by �ODNEY LEE SLATON P.E. 90298, on CITY OF LA POR�'E PLANNING DEPT.ENGINEERING C IV. 604 W. FAIRMONT PKWY. LA PORTE. TEXAS, 77571 281-471-5020; FAX: 281-470-5O("5 BAYMUD DRAINAGE PROJECT DWN: RLS/JR CK'D: RO PINE BLUFF SUBDIVISION APP'D:RS SOUTH BROADWAY HVert: 1"=2 PLAN &PROFILE DATE: Mar. 2007 STA: •0+00 o: one TO STA. 3+0`0 PROJECT NN SHEET: 13OF13