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07-4801 DRNG IMPV PINEBLUFF SBDV
N.T.S. S y ??S NORTH 'P' DEER PARK � 8 NORTH 'L' Sf. _ rc N MORGAN�S z POINT NORTH 'H' Sf. N � BARBOUR'S CUi BLVO. ro W AIRPORT N0 ro• z � �� SPENCER HWY. / ` WEST N � a �� Q� m � o � a o � :� m �a MO d PROJECT LOCATION m SEE INSET � `� GALVESTON __ N v+ BAY CABER . SHOR i CRES INSET �� �.,_„�.t� I •/ ,• ■„ 1 `�i7 ::� .. .. �,: .. !.. :,1 _ 1 LOCATION MAP Not to Scale HARRIS COUNTY KEY MAP: 580-L • � • • �' • � • _ �. _•_ :� Alton E. Porter COUNCIL Mike Mosteit Louis Ribgy Chuck Engelken Mike Clausen Howard Ebow John Black Tommy Moser Georgia A. Malone CITY MANAGER RON BOTTOMS SHEET SHEET TITLE NO. 1 COVER SHEET 2 PROJECT LAYOUT &GENERAL NOTES 3 PINEBLUFF DR., STA... 0+00 TO STA. 8+00 4 PINEBLUFF D`R., STA. 8+00 TO STA. 16+00 5 BAYSHORE DR., STA. 0+00 TO STA. 7+80 6 BAYSHORE DR., STA. 7+80 TO STA. 14+40 7 A STREET, STA. 0+00 TO STA. 5+00 8 B STREET, STA. 0+00 TO STA. 3+00 9 C STREET, STA. 0+20 TO STA. 3+00 10 D STREET, STA. 0+00 TO STA. 2+60 11 E STREET, STA. 0+00 TO STA. 2+80 12 F STREET, STA. �+00 TO STA. 3+40 __ 13 SOUTH BROADWAY, 0+00 TO STA. 3+20 � y�PtE OF Tf'�.gs�' '' � 11 I *.�• *�/ � RODNEY LEE SLATON � r...:.................. •. i ,� . 9D29B : , 1� ti``NA Th�appearing on this document was authorized by RODNEY"LEE SLATON P.E. 90298, on 5- aI-� i 2007-,4801 SHEET 1 OF 13 N I I I EXIST METAL PIPE��� 72' RCP �ST DB ���_�_ 1TlAlJJl7Jn7/ltJ7J,n1lJ7J.'J/lJ/%i7,7� ��iyADiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii iiiiiiii,—i.,e �-----� EXIST. TR EXIST. RCP (UNKNOWN SIZE) EXIST. CB (BURIED) I♦� i o'I i 0 �� � ' N Q EXIST. DRIVE m EXIST. HEADWALL I (��) n• sTREEr EX15T. DRIVE (2o•R.O.W.) (CDNC.) (OMESTONE) . � EXIST. EXiSi. EXIST. rIXIST. EX15T. o. $ 16' RCP 78' RCP 7B' RCP / 15' RCP 78' RCP /� BAYSHORE DRNE (3PRO.W.) _ �, � BAYSHORE DRIVE (40' R.I EXIST. -. 111111U1������������UUU�j�������a��w��c.��a tY RCP EH15T. 18' RCP /_ _ ACST. CB _ _ EXIST. C8� _ _ � _ rflDST. CI X,o�___---EKiST. CB�-- of== EXIST. 18' RCP EfCST. 78' RCP J( BUILDING BUILDING ii APARTMENT APARTMENT II COMPLIX CpAPLEX II � I� II � 'I ISi CMP � � II m � �� i 3 IXISf GRAVEL DR. ISf 18' RCP � ISf 18' RCP 0 IXISf. IXI51'. ASPHALT OR. � aqI IXISf. CB � SIDEWALK � $ �ISf 78' RCP � � .i 3, _a IIII�� �2�4 >� PINEBLUFF DRNE(RO.W.40) >� IXIST 24� RCP � "���„ —__ ___ rDn ii IXIST CM � //7 ____— 7 -� ISf 18' RCP EX15f 78' RGPJ '__ EXIST 18' RCPJ ___— a m IXIST. Qc ORCH (IYP.) � IXISf 78' RCP A —� i IXIST. TOB (TYP.) �P' � IXIST / ��E � � EXIST. � ORCH (IW-) ^ � �' � /� ���lit= o- IXLSf � rc 18' RCP w,� CST. 18� RCP S 85i. 78' RCP � � EXIST. � o 18�RCP 3 e\ 1�� LIMESD �E (,'� IX� � O �7�G , ,t� —OF SWALE b �x XIST. 18' RCP � I � � ( tp` m y�,� w � �' w I � w I .� I N �� 4 m :�� i \ i w � EgST. 12' RCP 18' RCP � � , y Y' ( II � DRIVE EXIST. 78' RCP EXIST. 18' RCP " EXIST. 15� RCP E705T. T . j . 78' RCP � 75' RCP EXI57: 75' RCP IXIBT. 15' RCP � ST. 72' RCP ��. 12' RCP '� �� - -� ..---.._... . � ��� _ -- .. ._ Q ,� ...-� - - - �- - ...�,, �� ... � ,, EAST• �+G WAuc � EXIST. 7B' cA sr. ts' RGP r, � ' � BAYSHORE DRNE (40' RO.W.) a,. ��' ;�'`p >t 0 �.. � �.. EXIST. i �� EXIST. 78� RCP � � EXIST 75' RCPS � EXIST. 75' RCP , ? � 18' RCP w � p rc c.3W r! y�> W �i � Q W U 'L6<G'L2YlLL<'!s'Gs'LLL� x `� i f � � EXIST. RC �� (UNKNOWN SIZE�I II ll r`� ,t, 78' RCP IXISf 18' RCP IXISf p(�T IXIST ((('''IXISf � � IXISf 18' RCP � IXLSf 21' RCP c o rIXIST 75' RCP ���� ... / 18' RCMP 15' RCP �, — .P � � � � 8 �,p <: � /� �py,�. 18� -RG?. � .: � . ...—�... 1 � �r�// •�. e' 1� gam_ aIR_ _� _______� __—____ _____ �ii _ _ �f _ h �_.... __... t........ PMEBLUFF DRNE (RO.W.4o) —__— d P , `,�. M1¢� �� ,P. � ��. � � � PINEBLUFF DRNE (RO.W.4o) '� 'I' �' �' �T � 78 _ -- _=ccoo-- _ —_ ___ _— ______ _____ ... ... ... ... ,Arc J IX6f IX IXiSf � EXI IXISf •_ .s � � v IXIST� � IXISt-/ �IXisf�--- •*� 78' RCP 18' RCP 18' RCP 18' RCP78' RCP 18' RCP 18' RCP 75' RCP 78� RCP 18' RCP ~ � J�^CC WN WN s �r �9 J W � � E S SCALE: 1 "= 50' a 0 ORIGINAL LAYOUT 11/2007 JR CITY OF LA PORTS DWN: JAR PLANNING DEPT.ENGINEERING DIV. CK'D: RLS 604 W. FAIRMONT PKWY. LA PORTS. TEXAS, 77571 281-471-5020;FAX:281-470-5005 APP'D: RLS Scale: BAYMUD DRAINAGE 1"=50' Date: PROJECT MAY, 2009 Project No.: 2007-4801 PINEBLUFF SUBDIVISION SHEET: OVERAL LAYOUT 2 DF 13 a•' �� � I I ^ a' :�:�� a I � � PROP. FL = 5.82 � $�?; i ; PROP. REGRADE DITCH o I I EXIST GRAVEL DR. � ''� 0`I' I I I a' � � I EXIST 18" RCP O r 1 p .� � EXIST. „ ati e6 ah a a. o i EXIST CMP EXIST 18" RCP a� 'IY; PROP. FL = 5.50 ;J � � EXIST. � DITCH (TYP.) ¢: _�. 9.: w., I ati � . a' :,�. \ � � EXIST. TOB (TYP.) EXIST. IST 18" RCP �-EXIST. ASPHALT DR. n�-�. ,,. ..... - �... ., .. I.�� ,• ,.I..y�yy� EXIST 18�� RC PROP. 256 L.F. 18" RCP PROP. MATCH EXIST. FL=5.96 FL = 7.48 EXIST 18" RCP �al' � "A'' STREET (3�' R.O.W.) �� a � a�i�---,EXIST 18" RCP � �.°�yy; (y-EXIST. CB APARTMENT BUILDING :`APARTMENT °- II a� �% BUILDING ;�} " EXIST 24" RCP—�i i ° ,ya ,Ia o� l � �, �, �.________ �/ 6_ 6 _ ✓, --- — x as - ---_ _ o_ ^a % l/ Xa - `I .° ' '�" —PROP. — E T 18" RCP----- � a `°� �' � °�� � PROP. TYPE "A" INLET FL = s.52 a�a• � �� FL=7.29, STA. 13+60 BREAK EXIST 1 " R � a d,ti FL = 6.94 a � PROP. 277 L.F. 18" RCP �9 ---- p`>- EXIST 18 RCP PROP. FL = 8.00 ° : ;;; �� 9 � � � � ;-, :� STA. 6+60 " �'�a' 9• EXIST _ ti� � EXIST 18" RCP as CB '� °' � EXIST 18" RCP ,, EXIST 18" RCP � as �ti \��` � �` � % \ EXIST 21" RCP EXIST. � DITCH (TYP.) :� o a� a 6a a �/ , . �il� _ o ., REGRADE DITCH ,,� a�h�6 � 9y9 a� •` � ,� 9 x9' o `°" e° a'` � ,1. PINEBLUFF (DRIVE (R.O.W. 40) 6a �° �° �° � , as 1� �°� 1M1 1 � � n e• —Gas—.-Gas--_ �� ' GAS—GAS—GAS-1�-- G GAS- -iL�C �'!'�- o as gyp. ? p Ggit' J� -�Y,T�f- ry FL = 6.94 ( EXIST J a ^° 5+--/ NOTE: RESET RCP'S &INLETS TO MATCH PROP. C�DITCH H PROP. REGRADE DITCH @ 0.1% W Z J EXIST 15" RCP = ^,o °1 ���.�—ter-- ������/� Q .%,:% w XIST" T8" RCP' �I C-XtSla— — --EXIST EXisT —-C�`EIS�� €�41�ST- 18" RCP 18" RCP 18" RCP 18" RCP18" RCP 18" RCP PROP. FL = 8.39 — PROP. — STA. 5+08 � BREAK Y^ <Lx i W^ i NERTH SIDE PINE BLUFF DRIVE JU UU � � W i ' 2Y fl � i wF- I I i W^ T- WO I �� i pQ I I ' i Cr'C�Q � i i W'Q i ' i i �J� UU LEI m i i i m i i WF- W F- L`�F=: I iW^ i I � 1.__. � � - I I � 0 .- � I � I �' Q� �'F- W � U i I � J > J > ' I '`- � 1 i W ^ � U d- �' I � r - ' o x I I o x I I :..) I � (Z' Q I ac Q D_ Q ' I— -� � I = 1 --- — cl... r- I 07 ! , a - �� ; o x l o x I o x 1 i ' o= � � i � i x I I .. .. �- _�. _. ,... _. .__.____F.- � '_.. �. 1- v____.. _..____. _..____._i _.__.___._ ' ...___.__..._. ___.__� v __N._ !_ .___- �_ -_._ X I_____ _ I _..._._ _ __._� _' _.___- .___i.. ___. _ 1-_� _._F.- � ._ I- �� - -.. _._. ' _ _ _i � _i ' i �i I F- ' i � � N - w ! � � I I ; � r- x I _¢ � X ; v> � cn � -- � ¢ -- - I- ! _ r a _ ___ ' I- ------ � -� --- X ? W � i i i i , U� I W i , W '; V7 I I i i i I X X � X I i i X i , I W �. - � —pp-- 1 f , X H rri W Lv � Cn � !- __I_ Qi _. f ____.-__ h v I I 1 I I I ;w w w I i x I ' � L_....--'---- -' __._... � .-_._ - ' OZ w I W i � i ' I � i � I i i ' W i i W i W w ! I i 1 i ; x I I I i I , I I I i `'' i i --_, -.--'---_._ -'-----I -.-_--- -_-.__-__ r.---_.. -. -�_--'-- ,------... _. i .._.__._- ----- ------- -_.._- � --- ' --- ---- i I I i 1 I I I 1 I .' ! t----'i'- ; I PR � -- 1 ' __ - I-._ � � � � � � � I � BREAK i � I I ; , I -1 -- --- TYP A" IN I � I 1 r---- --------r--- -- - �'- _ - ' � ! I � ---------------1---------'-'----'--- i i I ' _ __ - ---- =T0 SOUTH BROADWAY I 1 � I ----_ _ �--'---- ---_ P I-- __ --- -- RO -- -PE - -INL -- - ____ :_..._ ._ _ (EXIST. Ni_ FOR- '------- -- --'- I i I ' I EXISt. N. Eot� I I E . � T P.I TY "q° ET i I I - - P - ---- 1 - - ----; -' ----- PRO LE ' � I I LUFF PHA I � I P ; 'PINEBLUFF (ASPHALT) � � 1 I ' � P NEB A I i ' ; I I I S 1 LT --- ---- --__ -- I --- ---r-- -, --_; ... __ ____�_ I � _ - � - --- - ' � i EXIST 1,8„ RCP ' I I I , NAT. GR D I --- --- ' --- _ . ' � I ' � i I NAT. GRND.� I � 1 i I , ''�� _ -�— � - �—�'= - - -------i- -- -.� .- ---- -- 11 —._ I 1 I i ' i I ;EXIST � i i ' ' ; _ .�, T .�.. � .�..,.�e_ , , — " -- - �_ � i � --�r—�--------- _` —�-- --- I ' I i �__ ' - - -- ' I i 18 RCP �� �— ---- r-fir i I � ---- _._ _; - _I, - --- -I_._ ram.. ..._. -7.! _ ----'- . - ---� --. , �.__ - L'�T I I I � I I I � I i EXIST ' - I - ---- i _._ � __ .. {.--.- I --- ------ I - -- i I -- - I I r. I I _ .___.i __ I ------------ � I I I � ..---n- ---- _ _ _18'X�RCP �._ i----„ --' -- - II -'---- I '--I___ L_.{' --18 XIRCP _.. I-- !---- t I i � EXIST I � � ' ' � I -- --- EXIST' i 121" E I - L. I RCP X ST - ------ � I --- I r I I I EXIST 1 15" I I 8 CP RCP I R I - I EXIST'---i I I I , I � I I I I _...._... � I I I 18 RAP I I � ,��� --18"__RCP -- � i ;EXIST 18" RCP I i _... _...—..;18" RCp. � � 18" RCP I� ..._.. _..._..;—... _ _I� I I ; I I j � I ,I I 1 I j __ _.._ ,- - - �--- � I I � .� � I � � ® I _ T� EXIST. I � , I I j 1 I ' � ;--- I EXIST: _ _� .. ---E IST�- - EXIST. - _ I----- 7,.20, CL ;OF DITCW ! ! I ��I �� EXIST' F ' I I , 1 -- ------ ----- ---- STA.-L5+YG____ ------'------ .__. _ �OF I , I � EXIST. � �OF DITCH �� OF DI CH ; EXIST.--- I I. __.I___ DITQH-- I OF DITCH I -- _ -- -;-P E FL - 5 82' I � OF DITCH i I I i �; � OF DITCH -� '. --- ' � I FLi=6.501 i = � I � ��OF CH@0.1% ' PRO( I � I ___-- __.__ '____ __--__L_-- _ P.REGI�tADEDITCH � E _ . 4 RO - 0 RO ' P. P DIT P. FL --- - f i-- -- _ -' -'- --:_ ---! -- - --I ------ -- - ------ - ---- - -- IL 6 9 1 � P LI 18" R 8 0 I - --... - - --- '-- _ - _ i � � 1 1.. I E)QIST -- -- -- -- � ----- P �F. i , I � � 1 � � S1;A. 3+84;6.9 -' ----- --� ---- ------ --- I----R�'-� --'--- --- -i-- -- - - � - '- - 1_. _ _ _----... - --- q I 77 MCP I t ' I O I ;-- --'--'-- 0+00 ' 1 I i i i I i � i i � 1 1+00 2+00 3+00 ! I O 4+00 5+00 i 6+00 7+00 8+0 SOUTH SIDE PINE BLUFF DRIVE � � 0_O , ! i � Q i i i � Q I � U � �� Q i i U � W ,'. WiF I W^ W� W J W J > U ]I a] ] F- � F- .m E- w , ox I I I I � i w 1 , >J m >I Im H H ro r— m t— ' w^ �^w:^ w� W^ w.. U I px I � I %_I > ;> > r Jm J J ', � v <f' I a. i ' I � .. I �'' o x i Q' Q U �' i Q I U CY Q I , J J ' . .. N.— --__ I � � I � d F- Df � I I � x x , � Q U I� Q U 0' Q I 0_ Q U Q �;Q U Q Q � Q �U K Q I r- I I � a- - _ _ ,.--- ----I--. - _ � Q - -- ' -- --- --- -I - -- I - - ' vl I � a I- lo- I � n- d F- a r= a I o x � x a � x x o x a � N � X � X � '' i � __-W v i� ' _-. I - Q X v i. _..._ --1-`-W __._ --�-v X ~IQ-____-__i_ F- � 1- (n � � F- to (n F- f/J I fn U - (n •I(n Ul [n � In � I cn I I - -- , x � g-- --- � v-- x I � a --x --�, a --,- �---a x x-¢ '- a � a a- ^- -� 1 E _ i , w t- _ r`'r ' x- - ¢ rn x w I � _ '_ ' � � I 1 w I W X I _ w I_ w I � ..w w .. In',�. w-vl-.:. � � w ;Q_ I I i I i w w� I x x i x I x x; x� x X ___._. _.__._ , -- '�-- - i-- � I I ' � I 1 � I 1 1 W I w' � w � W I w � W' w w w , i i : I w i 1 ; X w ; ; w I ; ---- { ' ' --- - -- - - ' 1 1-- - ----T --- I , f i I I I ; i I I I r- 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 i EXIST. S. i FOR ; , i � � , � _ i -- --._ ---- - -- -.. -- P NEBLU 1 TO 50UTH BROADWAY ; � � i I. i (- -- ------ i- ----- -- ---- r-1----- F------ ------ '- -- ---IPR ��--�-N;4 --� ------ -i - - '- - ---- ' OP --- -- - ---- - - - - - --- T -- I i i _ ' 1� I � I I EXIST S, FOR ; j � i I I I � FREAK ; G(ZND.�-�--- �-- - ( I � I - ------ I ' ' A I PINEBLUFF ASPHALT ' i i � i I ---___ ___ __ ----- �- --- -._....__--__.._ I_..__ ( ) �- � I , � ; I I , i i If--- f- NAT.- �---'---------- ------ ___ ___ , --- . I .I '--'-- ---- ' ' I 1 I RND. I _ -- -- ---- ----- �� -- ------ I -- � --- I I i ' I I - - - '-- --- - ---- -- ---- -- — Ii I '� III � -- - ------------ { � EXIST ----'---�-----;------------------------4----- '---------------� --- - ---- � '---- . ...____ � .._ -�;-- ------ � I � - I EXIT r EXIST -- - - I I L ; -- - --- _� _....._ - , -_ _..._ _ _ , - �' - - -- ---' - - - - - -'---' E I I I I EXIST I EXIST � EXIST 1 i � EXIST , -!- - - ---_- -' - -- __ __-- -- ---- - ---- - -- -- �_ _ ' i EXIST ----------- i ---- � � r- I I - XIST _'-- --- ---- -- - - - -- T ' -I_ .._ � SFr � f� � .lS� GP GP 18," RCP I ; 9�$� RC'P I EXIST. I � � � � � �I � 18 RCPP � � � � _� ----- EXIST � i � I 18" (RCP 8.39 � 18��R P I -- f�CP --- - = - - -�'- - - � 1 8, I ' � I I I ; - - -- -- I I XIST. FL - RO 1 OF DIT i i ; I � i 18" RCP I _ , _ I ; ; i , I CH ' ; -- ,-�- ---- -- - �--- _�._._ A I FL- ft _. .I , ' I ------ --- '--- -- ---- � 1 9 I I 11$ I I --- ---___... E� ----- � ; I � , I I I r � EXIST-- ----� EXIST. I -------- ---.._. __.__-'--EXIST: _GAS _GINS-� __-.. -- -- ---- -- ---- ----- - ------ - --- --- - -- - - - -- '-----'--- _ '_- - --'-- - _ 6. 8'3 1 I PROP. FL = 50 � I I i 24 � 06•84TCH ! VERIFY! SIZE &'; DEPTH I i i ; ! I i ' i ': 8 ERCF --- -- ' � PROP. RESET 256 LF I � P F DI _.._-- I____-- .. __--'EXIST.- --- 18 RCP'': 0�15Xo-_ __. '___ ---STA:-3+-1-h- - OF_DITCH-_---RCP p I i f i i � PRO � O I 1 , 'EXIST. FL = 5.9� EXIST I , I 0 0/ � I _. ;CL OF DITCH � 1 I I - -'-- --- ------ - I----- --- ----' - --- -'--- - --- - --- -- --- - 4-. I i 1 I I 1 I 1 I I i �—'I---- � � T H ' t - !---- j I 1 I I 1 I 1 f I � I I ; 1 1 1 I ' I i I I ' I 1 i � I I I I I j ' ; ' ' i � i i 1 � I , I 0+00 e: 1+00 2+00 3+00 - 4+00 5+00 I I 1 I I 6+00 7+00 f: � • SCALE: 1 "= 30' BENCHMARK NOTE: CITY OF LA PORTS SURVEY MONUMENT L.P.S.M. #112, @11' WEST OF SOUTH BROADWAY AT THE CENTER OF NORTH SHADY LANE, 33.3' SOUTH OF SIGN POST, 32.4' NORTHEAST OF MANHOLE, 669,770.725N, 3,264,932.832 E, ELEVATIONS 1983 ADJUSTMENT NGS SEA LEVEL DATUM OF 1929, ELEVATION 6.07. FLOOD PLAIN NOTE ACCORDING TO THE FEMA FLOOD INSURANCE RATE MAP (FIRM) FOR HARRIS COUNTY, TEXAS, AND INCORPORATED AREAS, COMMUNITY PANEL N0.48201 C1085-J DATED NOVEMBER 6, 1996, THIS PROJECT LIES WHOLLY WITHIN ZONE "AE," BASE FLOOD ELEVATION DETERMINATION = 11'. LEGEND PROPERTY LINES---------------�.---------_----- ---------------------------- EOR (ASPHALT) FOR (LIMESTONE) EDR (DIR7j FOR (CONCRETE) FOR (SHELL) CMP RCP — �._ �— �.— �._ ,.—,�—,.— �.— ,.— ,._ C.L DITCH T08 TOE TOE c + ASPHALT ONCRETE SHELL + + + GRAVEL DIRT �j\� LIMESTONE � GRASS o y<PtE OF T�,q UIlQO s ,*.:' *G *: � .* RODNEY LEE SLATON . �.. .soiss.....� �. .� ?Q on��GISTER����t'<"e< The seal appearing on this document was authorized by RODNEY LEE SLATON P.E. 90298, on 5 �� O p CITY OF LA PORTS PI /1NAlINr nGDT Gnlrztnlcccv.ln_ nni .,. -'!l it �� .�_ ��� i 1 � 1 11 '' � �� � � � ��� _ � � � � � � � � . � • � � • � � • , � III' ,� � � 1 11 --�� • /1 � PROP. 30" HDPE -j & � OF DITCH PROP. JCT. BOX STA. 13+60, TOP=11.00 "F" STREET (30' R.O.W.) PROP. 30 L.F. 30" HDPE @ 0.2% h _ _-- -txlal 15" RCP 15" RCP PROP. REGRADE DITCH PROP. EXTEND. 24" RCP TO PROP. JCT. BOX NOTE: RESET RCP'S &INLETS TO MATCH PROP. C� DITCH EXIST 12" RCP SCALE: 1 "= 30' BENCHMARK NOTE: CITY OF LA PORTS SURVEY MONUMENT L.P.S.M. #112, @11' WEST OF SOUTH BROADWAY AT THE CENTER OF NORTH SHADY LANE, 33.3' SOUTH OF SIGN POST, 32.4' NORTHEAST OF MANHOLE, 669,770.725N, 3,264,932.832 E, ELEVATIONS 1983 ADJUSTMENT NGS SEA LEVEL DATUM OF 1929, ELEVATION 6.07. FLOOD PLAIN NOTE ACCORDING TO THE FEMA FLOOD INSURANCE RATE MAP (FIRM) FOR HARRIS COUNTY, TEXAS, AND INCORPORATED AREAS, COMMUNITY PANEL N0.48201 C1085-J DATED. NOVEMBER 6, 1996, THIS PROJECT LIES WHOLLY WITHIN ZONE "AE," BASE FLOOD ELEVATION DETERMINATION = 11'. PROPERTY UNES --------------------------- EOR (ASPHALT) FOR (LIMESTONE) NORTH SIDE PINE BLUFF DRIVE FOR (DIR'n W^ i 1 W.1 ^ I 1 1 1 i I I W^ l (�1� 1 1 I , 1 i 1 I > Z i , Z 1 I i 1 i m I I h W ^, WI^ W /� 1 1 1 w^ 1 1 1 1 1 1 , 1 1 I 1 , i ]� > J W q F- I m 1 I m I 1 i > U I I m>I H> f- 1 1 1 > !- I 1 1 1 �j � :[ , , , 1 I m f- h 1 1 I I EDR (CONCRETE) I- i 1 1- f- I I 1 1 i i I- i• J 1 1 I , , i , I I Q- -1 1 i i J I I 1 1 LN 1 1 1 1 I � J 1 1 I I � (n , 1 4C (n I I I 1 1 U i ,d' Q W (7,� Q i U 1 I U 1 1 1 1 I U�1 1 1 1 I I 1 I VJ F't 1 I 1 1 IU 1 1 I I �� i 1 � 1 I 1 1 1 I I Q= 1 �= 1 I I , , i , I I 1 i 1 I i 1 1 �' � 1 I I I 1 1 1 I 1 FOR SHELL Y' KZ �Q �Q Q �(� = S T 1 I 1 1 Q O � � �_ \ ) , I , i• 1 1 1 1 , i 1 , 1 1 1 , I I I 1 ,- � �- _ . v i 1 1, J 1 1 i I i � I , d Ft- 1 �- 1 h 1 I H , I i U I I F- 1 �- d 1 I 1 d , I 1 1 Cn i 1 I 1 1 1 f- d l 1 I � 16.00 CMP �______i 1 JL �..i 1 I i 1 i N I , V% (n P (n 1 Cn I I In 1 1 I �/ i 1 Cn •1 Cn Cn 1 I i Cn I I 1 1 J i i 1 , 1 I(n Cn i 1 I 1 y.-_______r________-___,.._______y________y_-______y________Y__ _-___y.________.r �___..,._-_-___ r.M_____t_-_____y____�__y________.,--______t___}.-___t________7.____�}-,. {.-_ r_______t--_____y_�R y________Y_--_____7________r________ t________r_______t_______y-_______y________?M_.}-_ 7___--_-_t________t________h_______ - i I Yl 1 , i 1 I X 1 I-�/ X. �5-----IX , 1 X , , 1 V7 1 i X�ISV%S I 1 i UI�--I 1 1 I � ,}yam i , 1 1 , IX in �1 1 1 1 RCP-,�_,�_,�_�_�_,�_,�_,�_,�_,�- X 1 1 � 1 i i I i VJ 1 I X w I W , I w I 1 i - I i w-1 - 1 1 i - I 1 i 1 V- 'f , -------i , 1 1 , I W - 1 1 , 1 w 1 I , 1 , i 1 1 1 iw 1 � v 1 , I 1 1 1 X i , XI X , 1 i X I 1 I 1 i , i 1 1 1 I X I I , 1 G.L DITCH 1 I � 1 i 1 1 1 1 I 1 Lql 1 , I 1 i 1 W i 1 W I W , 1 i W I 1 , , i 1 i , i 1 I W i 1 1 1 1 1 , 1 , 1 1 1 , I 1 , 1 I 1 1 i 1 1 i 1 I 1 i I 1 1 , i I 1 i 1 1 I i 1 1 1 i , , 1 i 1 1 I I , 1 1 1 , I 1 i 1 1 1 , 1 1 I I 1 1 1 i i 1 1 1 , 1 i 1 1 1 TOB 1 1 , 1 1 1 1 1 1 I I 1 I , i 1 1 1 i 1 , 1 1 1 I 1 1 1 i I i , 1 1 I i 1 1 1 1 4.00 _-______T________r_______;._______T_______..;_--_____r_______1______-_T________T________T._-______r________r_______T-______T________________7________T________T_______-.;.-_______r________r_______T__-,.�T_______1____�__-_____T________T_______T________r________r________ripr___/_�--_�1T�_______T_______l________T________T________T________r___-___ f_______ TaE 1 i , 1 i 1 1 1 1 I 1 1 , 1 , , i I 1 1 1 1 , y-----T , 1 , 1 PROP. TYf E "/'111 IIpLET 1 1 I 1 1 , , 1 I , 1 I 1 1 1 I I 1 1 1 , , , i 1 1 1 -I--•- , , 1 I 1 1 , i i 1 I I 1 , ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' EXIST.' N. EOR' 1 1 i 1 , 1 1 I i 1 1 1 i 1 , , EXIST. N. FOR , , , , TOE 1 1 1 1 I 1 1 1 , I 1 �"t----.__ I 1 i 1 I 1 I I 1 1 1 1 I 1 , i I , 1 1 1 1 , ' ' ' ' ' ' ' ' ' ' ' ' ' ' ( ) ' ' I ' 1 1 1 I NAi GRND. 1 FL$8.80 , 1 i PINE�LUFF (ASPHALT) � , , I 1 1 1 I 1 1 1 , I 1 1 , , PINEBLU FF ASPHALT 1 , I 1 1 , 1 I f 1 1 1 i I 1 1 1 , I 1 , 1 1 1 1 , , I 1 1 1 1 , 1 1 1 1 I i 1 , i I 1 I 1 I i , 12.00 --------1 1 1--------' '-------' '--------'--------'- I--------'------ ' ' I 1 1 1 , 1 1 I I 1 1 1 , ------- ------ r r--------r �---------I--------i--------r-------r--------r--------r--------r--------r-------r-------�--------�---------r--------r r--------r-------r--------r------- ----------�--------�--------r------- ---r--------r------- ":.• + 1 1 , I 1 1 , 1 I i i I 1 I 1 1 , 1 1 , I 1 , I , 1 1 I 1 1 i , �'••. ' + I i i NAT. CiRND. i i i i i i i � i i i i i i i i i i i i i 1 1 I 1 °° i i i i i i ASPHALT CONCRETE a;-•. � SHELL ++++ I 1 i i I 1 1 , 1 "T-�----- 1 i 1 , I i I 1 1 I 1 1 , 1 I , 1 1 I �P. N ET 1 1 1 1 i I ++ + I 1 �� i I 1 1 , , I , i 1 1 I i I 1 1 I 1 � 1 I I , 1 1 1 I A 11-----1----- 1 1 i 1 _ + 1 1 i 1L I ,c 1 , , I , I1� 1-�rII- 1 JI i 1 1 , I 1 __ 1 __ EXIST 1p" RCP I 1 1 , __ I - �'/r��7��p-��+p 1 1 I 1 1 i 1 + '1' ------'-f--------}-----r-�1 =_--T'-r--------i---------Fiii'��-�-`�'--R�R 1-� ==-I"�=�--f------- 1 - 1 -�_�� =i-'^--'-'%__----�I---- --'--------' _-__-•- I'�===1-=====1 =_ _� 1 ----�-' -=----�------+---- , 1 1 ---- I ��'••'! `! M' Ei. ST ----- -------------- ------ ------ I IcXIST , 1 I , 1 � I I 1 - , _ � � � � I r � �---[ --�-- � , 7 r �i ��---- ------ -L-- I--- 1'2» RCP Ji 1II -1 11 1 1 - 1 0.00 ___- 1 1 1 i - "I-- -''----- 1 I) , I I I (EXIST I I I I , €XtS� I------ri--------�--------t--r--- „1 F- 1 �-------- I---------f f-- i � --F _ _ ---- i„ 1 I 1 1 1 1I , j� ,EXIST -, - 1 EXIST EXIST ! 1 RCP 1 1 1 1 _ 1 I i I I I , , I I , EXIS II --' 1 E IIST ; I I � II ' I I I I' I i I 1 rI ( 1 1 .�� 1 1 1 1 I 1 1 i , 1 pp RCP » I 1 I I , 1 RCP i 115" RCr,-r-..•-� , 1 I 1 1 1 1 I 1 1 1 1 �l , 1 -_I Y I I 1 , III 1 1 RCP I I I 1 1 I 1 18" RCS' I I �'� I ... i i I I 1 1 1 i I 1 1 1 , � I 1 1 1 ,-...--.•, I'-... 1 15" R(�"P , 15" (RCP i , (, , 15" fZCP 1 I i , I , /%� i i (EXIST I i I 1 1 , i 1 i � � - �.. _. i 1 I 1 1 1 I , i J 1 1 , I EXIST. 1 1 1 I , 1 1 1 / I i y-�� 1 i i 1 i i i I I'I 1 , I 1 1 1 I , , , 1 , -�r , i ,G�TGk{, rr11 , , , , 1 , 1 , GRAVEL DIRT �/� LIMESTONE // __ _____l_ tea___ ___ , __L________L_______ � �__^J________1________1________1________________L_______1_______l_______J________J 1________1 _____ L L________L_______1. ___ _1_______J 1____EX�S9._______ 1 1 __ __L________L_ _% QCL.D�T%�_1_______J________J 1________1________l L________L_______ / "- „ i �„, 1 „�'� 1, �,� 1 1 1 I 1 1 1 I 1------- 1 1 -1--------I 1 1 1 I------- 1 - 1--��----1 1 I 1 I 1 1�-�---- I 1 1�-�-----1 1 i i `-EXIST-.I�- Ti � Ut IUIY�t-T�' q, , � , ,,, � , , , � � � � 1�� � � , , , �.1� � , , � , � � , , I , , I �� ' ' � � � ' , , I 1 �p-�1 1 1 �,OF DITC'H ( 8.00 .�\\��/ �� i 1 i 1 , 1 1 �� I' � 'I' , 1� � !'�� � �� , �� i EXi i,iv 1 1 I 1 I 1 1 , 1 I , 1 1 i �Y E7:IST. � � ®'' � � � �1 ' ' � ' ' ' i i i , �i,,, ®1 1 1 1 I I 1 1 i i I i I 1 I I I 1 I 1 1 i 1" i' ,, �� � , , �. OF (DITCH 1 I , _ 1 1 i I i 1 1 I 1 1 1 `L 1 , i � IOF DITCM i 1 , i 1 i , I I 1 I 1 i 1 1 1 i 1 1 1 1 I , 1 , 1 I I 1 1 1 I 1 ry I 1 I I 1 i 1 I i 1 I , I 1 1 1 1 i 1 1 1 1 1 1 1 1 I 1 1 1 I I 1 I i 1 I 1 OF; DITCH 1 1 i 1 1 i 1 i 1 1 , I I 1 1 1 i , 1 1 i 6.00 i , 1 1 I i 1 i i I I 1 I 1 I 1 1 i , I 1 1 i 1 i i , I 1 I , 1 I , 1 , 1 V ________1_____-__L________L________L__-____1_______J________J________1_____-__1________1_______L______-_L________L_______J___--___J________J________1_-_-____1________1________L__-_-___L________L_______J_______-J________1____ ___1____ ROP__L_____L________L___-___1_______J________J________J________1________1________L__--__-_L________L_______ 1 1 I 1 1 1 1 1 1 1 I 1 I 1 1 I I 1 1 I 1 1 1 1 1 I 1 1 1 I 1 I 1 1 I 1 1 I 1 1 , 1 I I i 1 I 1 , 1 I 1 1 1 1 1 1 1 � i 1 1 i 1 I i FIB=7.27 1 1 i 1 1 , 1 , 1 I I 1 , 1 1 1 1 i 1 1 1 , 1 , 1 1 1 1 1 1 1 i 1 1 I i I i 1 1 i 1 1 , 1 , 1 1 1 1 GRASS i 1 , 1 , i 1 i 1 i i , 1 I I------- ,-------- 1 _____--- I- 1 i 1 1 i , I i 1 1 1 i 1 1 1 , , 1 1 1 1 i I 1 I I PROP. (� ©F DIT�H @ 0.1 % � 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 1 i I 1 1 1 I I � � i � 1 � I I � I I 1 � � I I � , � 1 � I I � I I I 1 4.00 I I 1 � � 1 1 __-_____.!_________L_______-L________4_______�_______J________J_______-.{________1________y______--L_-______L________�____-__�_______�_ a _, 1_______}.__---___L________F________1.._______.1_______a________a________.{__--____1________y_____L__-_-___L________L_______1_______J________a________a.________;___-____y________�.________L_-_____ 1 I 1 1 1 1 I 1 I I 1 1 1 1 i I i 1 I 1 1 1 1 I I 1 1 1 1 1 I 1 I 1 I i 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 I 1 i I 1 I i 1 1 I I 1 1 1 i I 1 1 I 1 I i 1 1 1 I I 1 I I 1 1 1 I I 1 1 1 1 I 1 i I 1 1 1 1 1 1 I rIp 1 1 i 1 1 1 i I I 1 1 1 1 1 i i 1 I I I 1 , I 1 1 , , , 1 i 1 I I 1 1 1 I I PI-fiOP. 30" HDPE i I I 1 1 1 I 1 1 1 1 1 I , 1 I 1 , 1 1 I 1 1 , , i 1 i 1 1 I 1 1 1 I I i I 1 1 i i I 1 I 1 , �\\\\ 1 i , I I 1 1 1 I I 1 1 , 1 I i i I 1 1 i 1 1 1 I 1 1 I 1 I 1 1 i 1 1 1 I 1 I ��� \\\ , 1 i i I , 1 1 , I , i 1 i 1 i 1 I 1 I i 1 , 1 I 1 I 1 I 1 , i I 1 1 , 1 , �. �� OF Tek Zl 1 i i I 1 1 1 1 I I i 1 i 1 i i , 1 I 1 1 I 1 I I FL' = 3.26 1 1 I 1 1 i 1 1 1 1 1 , 2.00 � g'(P .••••.. •9S. 1+ 0+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 i IF;' �r,� � RODNEY LEE SLATON SOUTH SIDE PINE BELIEF DRIVE %��•/�L 90298 � ��% F- �; W 1 I I W I I i 1 , W^ i 1 I y W^ I I wl ^ I 1 W^ i , , I i 1 W 1 W^ I 1 1 W^ 1 I I , W ^i 1 1 ,I, ��� • ``G%S'j,ER�O : �II�V�r , 1-I , I I 1 i i I , 1 1 I , 1 I I i 1 , I i 1 1 I 1 1 I 1 , 1 I I i Il S�ONAL far J > 1 1 I > I i wi I , > f- � i 1 I lil E- -J 1- J � � > I I 1 , i , 1 I i 1 > J > J 1 Q U I � Q 1 1 I � I i UI i i �' Q C� 1 , I � Q Q I i �7 = 1 , O Q 1 1 1 I 1 1 Q , Q W 1 I 1 Q Q I 1 U , 1 Q QI 1 1 �, Q =7 1 i i i I Q= I I 1 I I = I i I 1 = i I 1 I i 1 1 , 1 1 = 1 I , , =1 i i ,\\\\\��` d � i �� I I 1 i I i �1 , i d FJ 1 , I h''- �, 1 �� , i � 1 i , I 1 1 � , � i 1 1 , 1 i 1 1 I i •� �; ,_� f f � I � �; � I r�� � I � � �; I ry � I �� � I I � I I �� I •-- � � � •� I I� I I •�I I I 16.00 .�ti� -<E--7tr----- xE-------r--------r--------1---- �--------y--------Y------ r--------r- ^� r-------t-------y------- �-Q--r--------r----- r--------r- -�--r-------t-------y--------y--------7--------t------,���Y'-------r-17��5 r--------r--------r �---,---------1- r-------T----�jj-�r--------r--------r------- �/ ,y, 1 _ � Y 1 , i ��i' , 1 WC� ---- 1 I ��-�q7�- 1 1 1 _�--"' �/ 1 I �--------, 1 �� 1 1 1 i 1 I "' 1 1 "'---- I i 1� �/ 1 1�----- I 1 _ �--i I i The seal eating on i X I I , i X i I 1 1 , I X "1--------1 1 I "Y X 1 1 , , X 1 I i i 1 1 X 1 , X , 1 1 X i 1 w 1 1 X 1 1 1 ' w' ' ' ' w' 1 , 1 I I w 1 1 1 1 1 w ' ' � ' ' w 1 ' ' ' ' 1 w l , w , i I w 1 i , i w l , 1 this document was 1 1 1 1 i 1 1 1 , , 1 1 1 1 , 1 1 1 i 1 I 1 i i 1 1 1 1 , i I 1 1 I 1 1 1 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 i i i i i i i i i i i i i i Y authorized b 1 i 1 1 I 1 1 1 1 I 1 1 1 1 i 1 1 1 1 i 1 1 1 I i 1 , 1 ' i i ' ' ' ' i ' ' ' 14.00 RODNEY LEE SLATON ---_----1 i , , I 1 1 1 , I 1 1 1 1 i , I 1 1 I I 1 1 I I 1 , , 1 I 1 1 1 1 1 1 i 1 I ------- --r--------r--------r--------r-------r--------1--------�--------r--------r- r--------r--------r-------r-------�--------�--------r-------r-------r--------r--------r--------r--------r-------y--------�--------r-------T--------r--------r--------r--------r--------r--------r--------1---------r-------- --------r-------r--------r------- ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' 1 ' 1 i I I i 1 I E IIST. M.H RIM 1 1 P.E. 90298, on ' ' ' ' ' ' ' ' ' ' 1 i ' , I 1 EXIST.' M.H. RIr�1 ' � ' I 1 ' ' ' ' ' ' PRpP. JCI� BOX ' ' ' ' ' ' I 1 i I I 1 , I I i 1 ( 1 1 1 I I I I 1 I I , , 1 1• 1 i , I 1 1 ���qy 1 NA;1. GRND.1 1 I 1 �XIST S.1 FOR I I 1 i 1 EXIST. EORI i 1 I 1 I 1 1 1 1 I , 1 I 1 I , , , , EL�V=12.3 , , �f/� !llOOO 7, , 1 1 1 1 , , I , I I i I 1 ELEV=,12.13 i 1 I I 1 1 , I 1 , ' STA. 13+6�, TOP-� 1 .00 1 , I 1 1 i 1 ; ; ; ;PINEBLU�F (ASPWALT) ' ; ; ; ; A`�PHALT � ; ; ; ; � � I , , I 1 -1 1 i 1 � � , 1 1 1 1 I 1 1 1 i-------I'-------' - '----- ' ' __ , 1 1 1--------'--------'------' 12.00 --------r--------r--------r-------r--------r--------,--------�---------r-------------r------ r--------r--------r--------r--------r--------------- T-- r------ i---------�--------�--------'r-------i--------i------ -------- - -----r--------ti--------i-------- ------- 1 I -- 1 t 1 1 I 1 , 1 ' PR�P.ExI�END24�RCP -`' I � 15�SRCP I � CITY OF LA PORTS F 1 i 1 I 1 I 1 I I 1 1 1 1 I 1 i 1 I i 1 1 I I i 1 L- /� / 1 i 1 1 EXIST' 1 1 I I I I I � I I I f � I� 1 I T I I- I I I TO PR�P. JCl;. BOX ----;- � I. i [----- �--EXISTi -----i i ��I i i � i � L '� 1 1 1 , � , 1 1 i � 1 1 I 1 1 , I i I 1 1 --1- 1 ,1 i 1 , i 1 1 1 1 i 1 , 1 , I , 1 1 i J-------1------r--- , -� 1 I 1 1 l 1 , 1 1 , I I 1 I 1 � O 18' 1 RCP 1 1 , I 1 , 1 1 , 1 , I , I (_-----I------1----- I 1 1 1 I 1 I 1 1 I EXIS I -------f--------�-----------------------�J---= - ----_ }_____ ---_- -_-_- -_-_ �-----_- - ----- T I � � I 1 15-� R P ---� - -- -� ---EXIST- 1 ----- �-------1------- 1 O.00 PLANNING DEPT.ENGINEERING DN. � -. Aa ----, r--4- _ _ 1=- -- -- �-_ -_ --�-_ -_ - -I'- - f--------f--------t--------, - F--------F--------;--------I---------f---------f--------f- �-R�;P+- �-4-�I-�---- --F ------ - --- -e�-et�ef�-t- --�- I- � --- L-----'i----- i i I I EXIST I 1 I I I I 1 EXIST 1 , 1 1 1 I i 1 1 1 I i I 1 ---r 1 i 1 I � i , , 1 m ' 'EXIST ' II � I 1 I F,XIST I 1 h 8" RCP( 1 1 +--� �- ,- EXIT 1 604 W. FAIRMONT PKWY. 18" RCPi ii � �18" R�P� � 115�" RCP i i i i i18" RCP, i i i i i 1 I , ; i ��� ,T � J i i YaIST. i E 1ST., ; ' ' i i i i , 1 1 ... � �--'---... i 1 1 i I I 1 1 '� 0 5 ---- 1 I , i 1 I I--"----1--------' 1 ' I - 1----------------------------------------------- ------ ------ ---- --- FL 5 ---- - , - - � _ _____ __ __ _ _L L L 1 1 1_ _1____L1__L __L____ ___L_______� 9 6_--J J______ _1 _ __1____-___1 L________L______- 1 i I 1 1"' 1"�' i'�" ,,, ;� ��� .I� �„ i I 1 1 1 1 _______ I_ - 1 ________ 1 1 I 1 I 1 _______ 1 I 1 1 ________ 1 1 1 I (; OF 1 DITCH 1 1 1 1 1 I i 1 1 1 ; � , i �,,;� � � � ��,, , , , �; , , , �� I , , � , ; ' � , , , � , , , 1� , , , d� ' , , 1 i ' 1.__ -i � i i i i i 005 i , OF DITCH I � i 1 1 i I 1 1 1 1 1 1 1 1 I I I 1 1 , I 1 1 1 -J.- --' i 1 �- I I , , , , I , 1 `' , i 1 I 1 ' ' ' ' ' ' 1 ' OP- -PROP- ----' --- -�- ' ' ' ' BAYM U D DRAINAGE PROJECT DWN: RLS/JR 1 1 1 1 , i 1 i 1 I i 1 EXIST. GAS( LINE I 1 1 1 1 I 1 , , , -_ -L -- -,'- i , _J,_ i 1 1 , 1 i 1 i i I i 1 i 1 1 1 , I 1 �_ _,- �- i-- -, i , -_ 1--- � (I�CGf\/'1WC DITCH i � I I I ; i 1 1 1 1 i I 1 1 I 1 1 VERIFY IZE & 1 EPTH I 1 I 1 1 _J. -- ---1- , , 1 _L .._- -i- 1 1 I 1 1 1 I I 1 1 I I ________L________L________L________L_______1_______J______-_J________1________1---___ _i________L_______-L_______ ___ ___ _______J__ __ __J________ .4-__ L_ _ L_ L__-__ _1___-...-_1�..__=_J__-__1________1____ _�7•� L___ __L_______L________L____-__1_______J________J________�-___ _L________L________L_______ CK'D: RS 6.00 1 1 , 1 , 1 ' ' ' , ' ' ' - ' , --�--'----'--- ' _1 ---�,.' -r- ' ' , ' ' ' ' I ' ' ' ' I EXI��f-M.FI. ; ; ; PINE BLUFF SUBDIVISION APP'D:RS 1 i 1 1 1 1 , 1 1 i i , I I 1 , ,_- 1--. - 1- I 1 1 , , , i 1 1 1 I 1 1 1 1 i I I I I I I 'PROP( (� OF QITCH � 0.1 % I � T I I `� I I I � I I I ; � � �� ; I � M/d ELEV=�.69 � 1 1 i i ; ; ; ; ; ; ; ; , ; � � I I 1 EXIST. 6" S.s. I I I I ; 1 I I Ph20P. E TEND. 4 RCFI 1 � 1 1 1 ' SCALE: , 1 i i I 1 1 1 1 i 1 1 I 1 I , , I 1 , , 1 i I i i 1 i 1 I 1 1 i I 1 1 i 1 1 i i I 1 1 1 1 i 1 1 1 1 , I 1 1 i i 1 I i 1 I 1 1 I 1 - , 1 I 1 1 1 i 4.00 --------'4--------L--------''--------L--------'--------J--------J--------'�--------1--------'--------L--------L--------'---------1---------'--------EXi�csF--�-�-----1--------j'--------L--------L--------'---------+--------J--------J---------+--------1--------�'-----1'------�-�-�-f-iHi�4t►FrT, iilE3i�----''--------"i--------1--------1--------'''--------L--------L------- I i i I I I I 1 1 i 1 1 1 , , 1- I I 1 1 1 1 i I 1 1 1 1 -1' - 1 1 1 i I 1 1 1 Hariz: 1"=2D' I i ; ; I ; ; i i ; i I I i ; ;M/D EL�V=4.95; ; ; ; ; ; ' ' ; ; ; ; ; ; ; ; ; ; ; ; PINE BLUFF DRIVE Vert: 1"=2' i I 1 I 1 1 1 1 , I 1 1 1 1 i 1 i 1 1 1 1 1 1 i I � � � � � � � � � � � � � � � I I I � � 1 � I I � , 1 1 i 1 I 1 1 1 i 1 , 1 , 1 1 I 1 , 1 1 1 I 1 , 1 1 i , , 1 1 I 1 I 1 I I , ' PE ; ' i i ! ! ! ! i ; ; ' , , 1 1 I 1 i I 1 I I i 1 1 I , i , 1 I I I 1 1 I , I F�. =3.32 , 1 I i 1 1 2.0o PLAN &PROFILE DATE: Mar. 2007 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 STA. p+oo PROJECT No: None �7 O SHEET: TO STA. 16+00 4 of 13 NOTE : RESET RCP 'S & INLETS � 1 RaOOW . 40 ' Rx0nWm TO MATCH PROP . CL DITCH EXIST. 8" SCALE : 1 " 30' SAN. SEWER I� PROP. ~ d EXIST. 8 BREAK EXIST. W. L. PROP REGRADE DITCH ' W o PROP. EXIST. SBC PROP. I ( SAN . SEWER U p EXIST. DRIVE cn EXIST. HEADWALL FL 8.02 PHONE LINES I EXIST CMP ( SHELL) BREAK I - o ( GONG. ) y I ?�EXIST. CB, FL= 7. 71 PROP EXTEND EXIST. DRIVE ? N 0 I PROP REGRADE BENCHMARK NOTE : •I= 7.71 I EXIST. SBC M . H . 51 L. F. 12" RCP ( LIMESTONE) PROP. TOB I i EXIST_ EXIST. EXIST. EXIS . EXIST. o' m @ o CITY OF LA PORTE SURVEY MONUMENT L. P .S . M . EXIST. 12' RCP a %. 18" RCP 18" RCP 6� 18" RCP 15" CP o9 DITCH 0. 1 /° sGor ss s �� #112, @11 ' WEST OF SOUTH BROADWAY AT THE ti �. s �. a / 9.6h 6e EXIS 18" RCP I I IST. CB - .� i ` W' /"%/' �' „ ' % ` `�'�-••� •. � �� � "- " " ' -"�` ' --" GAS GAS n, CENTER OF NORTH SHADY LANE , 33. 3' SOUTH OF Q „ I I �' �? BAYSHORE DRI R . O .w. o o ' """ „ °' 1 — W SIGN POST, 32 .4' NORTHEAST OF MANHOLE, o ° , BAYSHORE DRIVE (30 ' R .O.W. ) EXIST. $ • y,; BAYSHORE DRIVE ( 40' R . O .W. ) EXIST. CONC. WALK Z M . I " / , oh" p �� ,� 669,770 .725N , 3 ,264 ,932 . 832 E , ELEVATIONS 1983 I I F�"' GAS --- GFSr- TiF4S'�5A sns—=•r,A�_. Gas-- cam--- -- ------- EXIST. 11 \ 1 '� ���.v// 1• \ _ = -� gq ADJUSTMENT NOS SEA LEVEL DATUM OF 1929, EXIST. 18 " RCP �o — a° 6 CB C EXIST. 6 I i EXIST. RCP ( UNKNOWN SIZE) ' X9. EXIST. EST. 8 EXIST.W. L. EXIST. 1s" RCP x PROP Q. EXIST. EXIST. F. H . A DEPTH UNKNOWN mry 18 " RCP BREAK FLOOD PLAIN NOTE ' , EXIST. CB ( BURIED ) ( °� 18" RCP ) 18" RCP ACCORDING TO THE FEMA FLOOD INSURANCE , � PROP'EXIST. SAN . SEWER M . H . a �� � '�� FL = 7.32 RATE MAP (FIRM) FOR HARRIS COUNTY, TEXAS , I EXIST. SBC M . H . BUILDING PROP REGRADE 178' L. F. 18" RCP I APARTDPIiIENT PROP REGRADE DITCH @ 0. 1 /o, S. APARTMENT ° EXIST. •6 ° rARTMEx AND INCORPORATED AREAS , COMMUNITY PANEL SAN . SEWER "A" TREET COMPLEX r2 DITCH @0. 1 %, EXIST. WATERLINE EXIST. ,O,W.) FL 8. 12 I FL= 7. 32 ( FXIST NO . 48201 C1085-J DATED NOVEMBER 6 , 1996, THIS PROJECT LIES WHOLLY WITHIN ZONE "AE ," BASE FLOOD ELEVATION DETERMINATION = 11 '. _ _ NORTH SIDE BAYSHORE DRIVE !_ !Lou W i i i w H I J U F- ' _ �- i F- I i ; i i Z . ' ' W —' i Q —� i J , !n : I Q `-" LEGEND 20 . 00 0 0: � (� m a m , o _~ - . _ . .. �. _ ._ _--- -- --- - --- -- -- -- -- - -- -- - - -- - L ._ _. . _ _ l__. _ _ . F-. ..W} _ ._ _ _ _ __ .. _ _. _ L _ ._ _ _ _. _ _. _ . _ .__ ._ _ _._ _. _ .- -_ _ _- _ _ .7 . _ _ _ __ _ _ ._ ._ _ _ _ _ _. _ N ___ �. J _ ._ _._ F- _�_ . ._ -- -- -- -- - . -I _ ._ _ _ -_ __ _ _ _ _ _ - _- _ ..- .- _ - _ Ni _ _ .... _ . . ... __ . _ _ _ _ t . . _ _ _ _ 07 : Lil � : i i i 12 Q i Cn Qt _ i_ __ _ _ __i__ _ _ __ ._ __ ._ __ . .__ i l: ' ' Q i i I i _. - 20 . 00 w ~ ; wi X ` x x J ; X x i t/l PROPERTY LINES - ; W I t X i J - W 18 . 00 - w FOR (ASPHALT) ON i i i W I• = i FOR (LIMESTONE) � 18 . 00 ~ ' i i FOR (DIRT) I- I PROP -' - 1 6 . 00 i ' BREAKi i i FOR (CONCRETE) - - - � - - -- -- - - - - - - - DE -- - ---- -.- ---- -- --, - --- -- CMP 16 . 00 (S I P 1 EXIST. IEOR PRO . R MOVE PROP REG DIT H @ 0 o HaL FL=8.02 ' ' _ . . _ _ . - i _ . _. . _ . , _ _ _ _ _. ._ _ ' _ ._ _ _. _ ._- _ _ . _. _ _. _ _ i _ 5 I ! i C.L DITCH -- - - - - - �- �- 14 . 00 C _ . ._ LIMESTONE •i ".R P EXIST. M .Ha 14 . 00 PROP 51 L. P. 12 RCP RIM ELEV= 9 . 69' �{ TOE PROP i EXIST. M . H . EXI $T.i FOR i I - Ritv1 ELEV= 11 . 07 " i K (ASP ALT) NAT GRD. TOE A EXIST. JOB TOE 12 . 00 EXIST. SIDEWALK EXIST. FOR LIMESTONIE) I �' ! . . EXIST. TOB f--- - EXIST. FOR I I .; ; 1 NAT. GRD . EXIST. 1 ;8 ° RCP _ EXIS 12 . 00 ASPHALT NAT. GRD . EXIST T i r I ST, EXIST. r -� E T. j I 11 g RCP l_ CONCRETE SHELL + ++ ++ 1 0 . 00 i ASPHALT +I $ EXIST. 1 RCP _= E ST. F - EXIST. T.OB , X i I ! I EXIS T F DITCH EXIST -' EXIST. ' OF DI , 8 00 EXIST. OF; SWALE EXIST. rLI OF DITCi XIST. OF DIT H FL= 7. 7,1 F I EXIST --- - - - - -- - -- ----- - - - - - - - --r - -- - - - ----- - --- - -- - -- - . OF DITCH @ 01 /0 8 . 00 • POP. FI_= 7. 71 ' I EXIST. I I ' I �� i i GRAVEL DIRT LIMESTONE OF DITCH 6 . 00 PFOP. 308' L.F. REGRADE EXIST 6 PVC . __ _. _ _ -. !. _ -- ' ELEV 5._10 - -- i _- . I DITCH- &-RESET-- -RCP;S - 6 . 00 I •L I EXIST 6 ° PVC EXIST 6 " PVC ; ELEV 4 33 VC EXIST 8" PVCCELEV= 4 47; I GAS I i i : , ELEV= 3. ' ELEVV 5 .61 ,� , , 4. 00 58 i i 8 : P , -- - - - - i '- -- - - -, i- -- - -- - - - - - -- ---- i-- - - --- i - - -- -- - - - - - - --- - - - -- -- -- i VC ' ' ' � � � -- - �- - ---- - --ELEV-x '4:25---� --- --�- - - -- - - - - - . 4. 00 2 . 00 I : i ♦`E \`l ' ' 2 . 00 OF 0+ 00 1 + 00 2+ 00 3+ 00 4+ 00 5+00 6+ 00 7+00 y�P�. • • • fxAsi+�� Yr r• w SBAYSHORE , • . . : . . . . .ROD 0 su N • •TON Q ! � ' U .fig I ' : i i �,_, a] , m a] 0] i �'_' Fi W .H ! � '° • �' � Q QI < ; pZ ,� U I I i i i i i 0: U i U U C7 i ! Qi Q tl��,h'-CC'i/$TE .•`� i+ 1 8 . 00 O O cclU i i : I i I- i 1- F_ t� = flit% /ONAI•E � m F F- tZ W � mi (n : X___________________ ....... .......... .. .. .. ... - i i L ... i I X _ '__ _ _x . _ _ X - _X _ _ -I _ _ '_ _ f _ _ � _ _ _ Qi_ r _. _ .. _ . � ,Q _ _.._ __ _ _ _ _ _ _._ .__ _ w i i i i i i i ¢ i ''"i I W W W I i X v' 18 . 00 cn ; v ; ; ; I w w Theppearing on 16 . 00 p w j ; ; I ; ; this document was _ 16 . 00 authorized by w i I i RODNEY LEE SLATON 14 . 00 -r P. E. so2s8, on I 14. 00 - - - - - - - -- - ; - - - - - -- - I - - - . - - - - - _ - - - - -- - . .. - - - - - - - I BREAK P OP REG I" D I I I I I I FL=812 I I 12 . 00 i ' i i ! EXIST. FOR i j pF L - - - - - - - - - - - - -- -- - -- -- --- - -- -- -- --- - -- - - - - --- - ---- -• - -- - ° r EXIST. R ( TON GINEERING DIV. 12 . 00 EXIST. F. H _ ! I I E . EO LIMES E) I I PLANNING DEPT- EN • PI 10 . 00 -+ 604 W. FAIRMONT PKWY. EXIST. FOR (LIMESTONE) 10 . 00 NAT. GRD. ( _.. _ i r - - - i - I LA PORTS. TEXAS, 77571 EXIST. FOR ASPHALT . - - - - EXIST. _ • ••_ __•• _••__ I I - -? IST. 281 -471 -5020; FAX: 281 -470-5005 'E""9 _ - - - - - _ - - - - - - I : EXST. I E=_I S__ __ I 8 . 00 o f "� I RC i 1 I 18'' RCP 18XIRCP NAT. GRD . --- - - i---' DWN RLS j I EXIST. OF DITCC IST. RCP . MUD DRAINAGE PROJEC _ CK D. RO EXIST. GAS LINE EXIST. C. B . E'/CIST. C. Bi. I I ,�~ UN MOWN SI E I SIZE & DEPTH UNKNOWN ' I EXIST. DITCH ' E I SY. WATERLINEEXIS,T. OF ; DITCH PINE BLUFF SUBDIVISION APP'D: RS 6 . 00 . _ > ( EXIST.__ C.B•_ . . PROP.- T178 L. F. 18 RCLP (SIZE & DEPTI . UNKNOWN� A ---- - 6 00 EXIST. E ... I j I EXIST. I FL= 8 . 12 ; EX T. QF DITCH ; ! � . -- - SCALE: SBC ': M . H . - - FL= 7}32 i -- r - - - - - -_ _ -- --- -- H- - BAYSHORE AVENUE Horiz: 1 ".. PRO . q ODITCH! @0. 1 % =IT. 6 ' AN . SEER --- - PLAN & PROFILE' NOWN EXIST. SAN . ; -- ;-- ; -- ------ - - - ;---------;- --------- i DATE Mar. 2007 : SEWER M . H _ . EXIST. WATERLINE (SIZE & DEPTH UNK ) PROJECT NN 2 . 00 2 . 00 SHEET: STA . 0 +00 0+ 00 1 + 00 2+ 00 3+00 4+ 00 5+00 6+ 00 7+00 TO STA . 7 +80 5 OF 13 NOTE : ( 401 RmOmWm ) RESET RCP'S & INLETS . N TO MATCH PROP . E DITCH SCALE : 1 " 30' PROP REGRADE _ DITCH @0. 1 %, I � _ PROP. w " 15" RCP I PROP. TYPE "A" INLET EXIST. W. L. ( \U o EXIST. PROP. ADD PROP. 16 L. F. BENCHMARK NOTE: �, PROP. ADD STA. 13+87, FL 15" RCP o ( 15" RCP i w i 12" RCP (S) 30" HDPE , LE. 2.92 G. V. & F. H . EXIST. EXIST. I CITY OF LA PORTE SURVEY MONUMENT L. P.S .M . EXIST. 18" RCP I o° 15" RCP ( XIST. 18' RCP o 1 RCP EXIST. 15' RCP' EXIST. 15" RCP EXIST. 12' RCP al I "� II :;s EXIST. MH o y o I yy EXIST. 12" RCP " I EXIST. 12' RCP . #112 , @11 WEST OF SOUTH BROADWAY AT THE Co / 5 y a . •. ,o .r. rr _ , rr . rrr _ ', FQ ' - tr ry " CENTER OF NORTH SHADY LANE, 33.3' SOUTH OF GAS ^ GAS GAS\1 , -- -- GAS GAS GAS GA$`- yA 6 .j.• �9 w - - - - - ° ;K;,• •'., " SIGN POST, 32.4' NORTHEAST OF MANHOLE, 6 e9 932 . 832ELEVATIONS 1983 Z y y �EXIST. M . H . EXIST. 15" RCP x ,y BAYSHORE DRIVE (40 ' R . O .W.) " , "' _ '° " PROP. 150 L. F. 669 , 770 . 725N , 3,264 , E , J W ^ u,9 42" HDPE @ 0.2% TO S SEA LEVEL DATUM OF 19 y 9 2 - - = - - - - - - - a- - - - 6 � . ::: ; ..; L BAY OUTFALL 9 , ��/ ° _ � � ADJUSTMENT NGS : i, --' :-: G ELEVATION 6 .07 . Q ` EXIST. G. V. EXIST. 18" R P \ r `` EXIST. 15" RCP ° ° e — __ A EXIST. 18" RCP EXIST. 15" RCP r o EXIST. 15wof�p T1RCP1 �� EXIST PROP. , PROP . 32 L.F. r FL 7.27 _ ACOCORDING TOT E FEMA FLOOD INSURANCE PROP. ADD PROP REGRADE PROP. ADD PROP. I @ { j 30" HDPE 0.2% 8 L. F. 15" RCP DITCH @0. 1 % , 15" RCP FL=8.80 w PROP. JCT. BOX W/GRATE RATE MAP (FIRM ) FOR HARRIS COUNTY, TEXAS , ' H 4 STA. 13+87, TOP 8.80 AND INCORPORATED AREAS , COMMUNITY PANEL o (N ) 30" HDPE, FL=2.86 NO . 48201C1085-J DATED NOVEMBER 6 , 1996, NOTE: PROP. DITCH III j (S) 30" HDPE, FL=2.86 REGRADE & REDIRECT TO THIS PROJECT LIES WHOLLY WITHIN ZONE "AE ," (E) 42" HDPE, FL=2.86 BASE FLOOD ELEVATION DETERMINATION = 11 '. NORTH SIDE BAYSHLIRE DRIVE 1 1 I , I w F- 1 w F- , w F-I , i 1 ~ 1 I I 1 I d W ^ W ^ W I i 1 1 I , 1 > -, > t5 , > JI , 1 1 1 J 1 I I I _ I I I I I ~ IF- i 1 F- 1 ,- . LEGEND J (n I(n 1 I > 1 > lV) >_ F() - - J - J 1 I 1 1 I 1 - I 1 1 I 1 I 1 I 1 1 1 I 1 I 1 1 1 1- 1 I I I 1 i c 1 1 I , 1 Q 1 c -cc : QI 1 , 1 C I Q i 1 1 1 Q 1 1 1 i i IX I 1 Q i ' Q p 0 I 1 I (,) I I I I 1 0 S I = 1 _, 1 i , 1 = 1 , I I = 1 I 1 I I I(y) _ I I I i 0 = q ' 0 1 1 , I , 1 d 1 a l al 1 , , - 1 i s 1 , 1 1 , _ 1 , 18 . 00 ----_--- I 1 i - 1 1 1 1 1 1 . . I . I I I - i i• 1 I 1 1 i 1 i I 1 N 1 1 . ' i • l • Ji 18 . 00 L________L_______._1________J________J}_N C 1____rN ___L________L________L_______ J7 N 1________1________L________ _ 1 1 1 1 I , IV) QI (n � 1 (n QI 1 1 I I [� d_____�________ 1 I 1 L_-______L_______J________J 1 1 1 L 1 1 1 , I 1 - v i - , - �F I I I 1 -F i , I 1 F� I I 1 , 1 I 1 1 - 1 - I - 1 1 I 1 I 1 I X I X v I X I I I 1 ] x v i I ] I 11C v 1 1 1 , i 1 1 1 X v 1 X vl Xi 1 1 I 1 I 1 1w i w , w I I , I 1 I.rll , 1 1 1 I I I I i I I I , I w 1 w i tyl 1 PROPERTM (JNES ----------_----------------- 1 1 1 , I 1 i I 1 I I I I I 7 I I I I (- I I I I I I I I I I 1 1 1 I 1 I 1 i , 1 I 1 I 1 1 1 i 1 i I i 1 1 i , I 1 , i 1 I , 16 . 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 I I FOR (ASPHALT) I I t 1 i 1 i 1 I 1 i 1 , 1 I 1 i , -1 I , I 1 , i 1 , I 16 . 00 1________L--______L________L________L_______1._______J________1________1________1________1_____ LL_______1_______1_______J________1________1________1________L________L________L_______1_______1.._______J________1________1________1________1________L________L________L_______ FOR (LIMESTONE) I I i I I I I , I , I I I I I I I 1 I I I I 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 I I I I I I I I 1 I 1 1 1 I 1 1 , 1 I 1 1 I I I , 1 , 1 I , 1 1 I I 1 , , 1 1 EOR (DIRT) 1 1 , 1 i 1 , , 1 I 1 1 1 i , , 1 , i I 1 1 1 I 1 1 , E','XIST. M . fN i 1 , , 1 I 1 1 , I I 1 I 1 I I 1 1 i i I I 1 , EA.IST. M . HI. I I i 1 ' 1 ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' I ' RIM ELEV- 12. 76 EOR (CONCRETE) 14. 00 1I I RIM EL�V= 12. 6 - 1 4. 00 FOR (SHELL) --------1__-_---_L___-----j_________L-------L_______L_ 1 , 1 1 I 1 I EXIST ' M H I , , 1 , i I 1 1 1 1 , , 1 i 1 ------''--------1--------"'--------'i'--------1--------}--------''--------~---` ---'--------''--------'I--------1--------1--------1--------L--------''------- ----'-------- --------''-- -----1--------1--------J"--------L--------''-- ----._•I__ --- [ EXIST. FOR [ [ [ I I I I i I RIM ELEV= 1'1 . 84 ' ' ' ' ' ' ' ' EX ST EOR ' ' I I I I I I I i , , 1 1 , 1 I 1 I I I I 1 , I I I CMP I y� 1 1 1 , 1 , 1 i I 1 I , , I , 1 , i 1 , I i 1 , 1 I i I ASPHALT 1 1 1 i 1 , 1 i , 1 1 i , I , 1 1 1 I • 1 ( ASPHALT) 1 1 I i 1 I 1 i , RCP i I 1 EXIST. M . H . i 1 , 1 i I i 1 i I I , 1 I NAT. ( GRD . I 1 i , I I i 1 , 1 1 i - - - ,�- •�- - - - - - I NAT. Gf D . 1 1 I I I I I I I I I ' mm I I I ' I I I I I I I 1 1 i • 12 , 00 1 1 , 1 RIM ELF� V= 11 . 86, , , , , , , 1 , i EXIT. I 1 I 12 . 00 O.L DITCH 1 i 1 I i I , , i i I i 1-4 -444 1 I 1 i 1 1 I I 1 i i TO9 i I i I I 1 -_ , I 1 , 1 -i--- I i 1 , 1 i , 1 i 12", RCP 1 1 I , ] , , ] EXIST. , EXIST, 1 1 1 i , ] I (EXIST. 1 'Z" RCP , , / ' pR;OP EXIST( TOB I 1 I 1 1 1 i i I 1 1 , 1 , TOE , , I , EX� ST. TOBI I c OF DITCH I , , , , F - _ , ,� , YFb, fY 1 r - - - - -I 1 I I I I _ I 1 1 I 11 . 'I I 1 I E TOE 1 1 1 , EXIST ' ' ' ' ' ' IN ' ET 7. 18 10 . 00 EXIIST. 18" )RCP 1 1 - - - ] 1 1 1 I EXIST. I 1 1 1 I r i 1 1 1 1 I1 = 10 . 00 - - i -i r ' I[ [ i [ ( XIST. I I - - -+ - - - - - 1 I 1 I I'f8"�Z 15 ' RCPr-- L . _ - . . I - L . _.._ . . . i I ' . . . _ .L . .- . . . L . i i , ' i i i I 1 1 I E�CIST. 1 , I , r - - I . . --'- . . . -- . . . P DP . 16 V F. I I 1, II 1 - . . _ . . , 115" RCP ( [ I EST. ii ; . � ' [ _ 1 � . . [ [ ' [ Et(IST. ' FF [ i XI T.[ 4" PVC + + + I I 181 RC ] r- 15I RCP ' ' ' ' I EXIS f. OF DITCH EXIST. , � OF DI fC 1 12 RCP 1 , ' ' TTTTTT ' ' ' XIST. ; OF DITCW ' EXIST. 12" R'CP I 1 , 1 tCONCRETE SHELL + + 8 . 00 . . . I 1 I 1 1 i I I 1 , 1 , 1 1 I i 1 1 EXI i " PVC ' Olj DITCH i I i I ,6 . 56 ASPHALT a i 1 1 I , _ 1 1 1 I 1 i , I 1 1 I 1 1 1 1 1 1 'rI 1 i 1 1 , ---- ---7- ---- -- r---- r--------'--- - -- - -1------- ------*--------+------- --------r--------r------- - -- ---I---------'--------'t--------t--------r--------r--------r--------'--------._t_. --.!- -------t - -- --'t--------T--------r- ------ ------r-- -- -r------- Q IIII ' ' ---I }7'�'j7� r ' ' r rrr i t ' r r ' ' ' ' r ' , I r ' r r i ' ' ELEV 6 . 49 I 'ir , ir 1 r r 1 i I 8 . 00 ° + � rri • r Y '' , , �� i1 � �� r �i� r I r 1 1 rI _ r rl� r Tyr Tr r �i� r .'ri _� irr I 1 1 1 1 I 1 .. ' a. + iiiy� r iii : � + EXiI ST. DITCH 1 I 1 I r I 1 r l 1 , 1 1 ' � ', r r r rIr EXISIT. 0 ( DITCH [ [ [ I I PROP. ADD' I EXIST i [ [ [ [ [ [ [ [ [ [ [ -i - - - + - - - - - - - - i 6 . 00 I I P , OP . CIOF DIT H @0y1 % h I 15FF CP I I OF [ DITCH I I � L - - - - - -' - - - T - - i F I I p�� /y n,'� - - 1 - - -'- - - Y - - - 1 - - ,-RiaFF.-ftki�----- I _ I 1 I I ------ 1 I 1 1 1 — I — i I 1 1 r -------r---- -- r--------r-------r- -r--------------------------t-------- -------- -- ---- ----- --------F--------�-------t-------- ------- -------- -------�---------F- -•r--------r--------r-------- ------r ----- ------- - 1 , 1 i I 1 1 1 I I i i F 1 1 1 1 I 1 1 1 i 1 i I , 1 , SAN . �WR . LINC , i , , , , GRAVEL DIRT LIMESTONE / [ [ ' I i 1 , ] ,� ' I [ (SIZE/DEPTH UNKNOWN [ I I [ [ [ I [ / PR P. ADC I i ' I ' EXIST 6 PVC ' ' I , i 4 . 00 1 1 t , t i i 1 i 1 ELEV 1 6 . 24 1 1 1 15' 'RCP 1 I I I I I I I I I I I I I [ [ ' i ' ' r [ [ i [ I I I I I I [ EXIST 8') PVC I I ' �I s" y� --- 1 ------ 4. 00 ELEV= $ 24 r - r—XIS F-fi P d --- _ r r r -r -- r r r t r r r r - -- r T — - r I , 1 I 1 , , 1 I 1 , I 1 I I 1 i 1 1 1 I , ELEV-6:h8 ---- I ] EXIST. 6 P �,TC ----- 1 I ' 1 ELEV= 4. 97 , 1 i , ] I i , EXIST 18" PVC , , , 1 1 1 1 , ' ' ELEV- 6 61 PVC I 1 I I i , I 1 I ) 1 i i 1 I I 1 I 1 I I 1 , 1 SLEW= 6 . 20 i 1 I - 1 1 1 , I , i 1 I ]EXIST 6' ' PVC i I ELEV=15. 59 1 I 1 i , 1 , 1 I 1 1 1 1 1 '. EXIS 1 8' PV I I I I I I I I ] 1 1 i I , 1 i 1 i , 1 , , I 1 , i GRASS 2 . 00 ELEV= 4- 8 [ [ [ [ [ [ i [ ELEVT5. 55 [ [ 1 [ [ [ [ 1 [ [ [ [ 1 [ [ , i [ 2 . 00 F�ROP. • • . • . -+ 4- FFF -- --------I- I ------- f--------4--- r - --I --------I -------i ------ I ---- I t ------ --------�-- r F------- { ------ i I ------ I -yj F I --- I I 1 1 1 i , , ] , I , 1 1 1 I I (S 30" HLJPE,FL 2.92 1 [ [ i , I I I I I , 1 I 1 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 I I I I I I I I I I I I I 1 I t 1 i I I I I , I I I I I I I I I I I i 1 r 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 I i I I I I I 0 . 00 [ I [ I [ I [ I [ I [ [ I [ I I [ [ I I [ [ I [ I [ I [ I 0 . 00 8+ 00 9+ 00 10+ 00 11 + 00 12+ 00 13+00 14+00 •1E OF Tfkt�l SOUTH SIDE BAYSHORE DRIVE R°DN lI.VVSI�. . . . - . r . . .ROD. . . . . . . . . . . . . . . :. . . � 90298 Y ^ 1 1 1 ] , W ^I 1 I ] w ^ 1 I W I I w 'l` I I i , I 1 1 I I w ^1 I w,^ 1 1 , IF- w /, P•' Orly�� J F I , 1 ] , > F- I 1 1 ] > F- I I > i I > I"I I 1 i I 1 I 1 i 1 > F- 1 I >I F- I I 1 I(f) > Q J I , 1 1 , - JI , i 1 J 1 I W i , J 1 1 i 1 1 I , i I QI I -, Q I i 1 I ♦ O,�•. GISTEEL�•• ctrl < I 1 1 ] I Q' Q I 1 , ] °' Q I I x > I 1 I I i I I I I I I 1 I 1 I I I L � _ 1 1 ] 1 I i 1 ] 0 1 , 0 1 1 p I 1 , ] I I 1 i 1 p 1 , 01 1 1 1 r + FS • ' • • • ' • ' G --- 1 1 = I , 1 1 = 1 I 1 1 I 1 i ] 1 I 1 i 1 = 1 I 1 = 1 i 1 lV- Ili IONAL " 18 . 00 0 a I I i ] 1 flu , I I a I I 31 I I Oh I I I I I I I I I 1 1 0. 1 1 1 f V ` \ -UTd*--------t-------- -------- -------- ---r N ' --------[-------- ---------I--- t--------*----�_-- i-------- ----r- t------- ---------I I---------'r--------t--------*•--------*--------r--------I----�_� ' y------r� I --------+--------r--------r----- -r------- - ---- 1 . 00 - - - - - ----------------------- __1 I (n I I I Cn - I I _ ---- i 1 ------- i 1 1 I I I ------ I I , I 1 , 1 1 1 1 �I 1 1 1 1 1 1 1 1 �-1' i I 1 , 1 I i , 1 i i I� i 1 1 I 1 1 1 1 I X 1 1 i i x v 1 i X , , I X , I i 1 I I , i , I x v1I 1 XI I I I 1 X I 1 , t w , w w , , I w , I I I I I I I I I w i I w, I , , seal gearing on 1 1 I 1 I 1 I i 1 , 1 , I 1 I 1 1 1 1 , i 1 1 1 i 1 i 1 , I 1 this document WOs 16 . 00 X I I I I I I [ [ I I I [ I I I [ I 1 I [ [ I I [ I I [ [ I I [ I'il , I , i I I 1 i i 1 i ] , 1 I I , , 1 ] 1 i , 1 , i 1 , 1 i I 1 16 . 00 authorized by ---- ------r--------r-------�-- -1------------------r--------r--------r--------r--------r--------r-------r--------I--------_--------t--------t--------r--------r--------r--------r--------r-------�--------t--------7--------t--------r--------r--------r--------r------- ' ' ' ' ' ' ' ' ' , ' , , , 1 1 i i RODNEY LEE SLATON 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 I I I I I I 1 , 1 , 1 1 1 , 1 i ] 1 ] I i , I I 1 i , I i I , I 1 1 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 I I I I I I I i P. E. 90298, On i ] , 1 I 1 I , 1 I I 1 1 , I , 1 i 1 1 1 I , 1 I 1 1 I 1 I i 1 1 1 I ] 1 , 1 1 I 1 1 i I 1 I i 1 1 1 ] i , I ] 1 1 , 1 i 1 4. 00 1 4 . 00 1 1 1 1 i 1 1 1 I I 1 i 1 1 1 1 1 , 1 1 1 , 1 1 , i 1 1 1 1 1 I , 1 i 1 1 , ] , 1 I 1 1 1 1 I , r r r -r -r--------r r - r r r --- r -r--------r--------------------------------------------------------------- E�44S� rE r r ------r r 1 1 1 i I 1 1 I i I i 1 1 , I I 1 I i I 1 I , I i 1 I I 1 , [ [ [ [ i [ [ [ [ i [ [ [ [ i [ [ [ [ i ' ( ASPH ']ALT) [ 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 I I I I I y ' ' CITY OF LA PORTS 12 . 00 1 i 1 1 i I 1 1 1 i i i PR P. JC 0 BOX I 1 i 1 ---- - I I -_-_--- , I 1 , , 1 1 I 1 , 1 i 1 ] I i 1 1 • ] I ' 12 . 0 0 -I.------------------ ..l r -- -- r ---r-- I r - -- f i r - I - - - •__1...-----------------------_ _\ f 1GR 1E3 =8.84 1 -- -� i 1 , i 1 , 1 1 i 1 I 1 I 1 I i 1 1 I I 1 i 1 1 1 1 i 1 1 I , 1 1 , I 1 I -- -_1 i 1 1 I . I , 1 i I 1 I1 1 [ i , � 'i"• , 1 i 1 I , 1 1 I 1 1 1 NAT. 0'RD. , 1 , - L _ -• - - - , 1 t i 1 NA GRD . i 1 1 1 1 1 i 1 i 1 1 1 1 rl 1 I 1 1 .i' 1 I P1 PLANNING DEPT. ENGINEERING DIV. �.� 1 1 i 1 I 1 1 i 1 - - - - - , 1 1 EXIT. I i EXIST.1 i 1 ../ 1 I 1 10 . 00 i a — _ — _ _ , 1 1 1 I 1 i I F I b_..._... I* - - - - - - - - - - -I r EXIS 11 I EXIST. I i 1 1 i 15" CP 1115" RCp I 1 1 10 . 00 604 W. FAIRMONT PKWY. i ---- 1 -------- -----t--iF=--- Xt`5�--'i"—T---i'-i-----•i--------i-----r-- ------- -----I---�--------i La_ -i-----� �____ —�.__-_-.- .__.____L___ ____L__— ---L_____ __L__ 1__ -------- I L -------L L L LA PORTE. TEXAS, 77571 ( -�J.1- i I EXIST( I 11 ] 1 , 1 15' RAP ....�... , I 1 }.-. 1 '- - - , = r------- , - 1 1 - I --------1 ------- ' 281 -471 -5020; FAX: 281 -470-5005 EXIST., I , 11 1 RCP ] I ' I ' ' , i � .. - .. 1 , 1 t ' OF ITCH ' 18" RAP I [ 18" RGP I ' ' " "' , [ [ [ [ L I [ [ [ [ [ EXIST. OF DIICH [ [ XIST. � IOF DITC�i I Exist. ' I ....-...-..1 .•. i ] 1 1 I 1 EXIS . �. OF ,DITCH I , I I I 1 , 1 i , I 1 1 i , I i .. 1 1 , 1 1� I I I I I I I I I 1 I I I I I Ifr I I I I i 8 . 00 8 . 00 ' ' ' EXIST. ' OF DITCH 1 EXIST. , OF DIRCH PR _- _______L _-____L Q -_.!_____---1________1 ______1________1_______-L______-L_______ _____-_-L_______.!________1________1-___-_-_1________L________L_____--L_______1_______L_______J____ ________1________1--------£�__-_- L_ -L_______1_______ DWN: RLS/JR III I_._ rl , ,� rr I ' rr ' r _ 1 _ , I I 1 1 1 1L= 7 - ; [ BAYMUD DRAINAGE PROJECT 1 r 1 I i � � J ' T �T ' �� r It r rir r r rl , r , I � I I 1 1 I 1 11 11 I 1 1 I 1 I I 1 1 1 I ' ' r �� r1 11 I 1 1 1 1 I 1 1 I 1 I 1 ' 1 r t i „ i I 1 1 I ' rr rrr � " ' rrr rrr r . ,, r ,r r „' 1 CK'D ROEXIST( (• OF 111TCH ,.�',-� - ' ' ' [ [ i [ [ [ [ i [ [ [ [ i [ [ [ [ [ [ �. [ �.--- •-- ---T-- _--_-- ' 1PROP OFDI ITCH 1 % I i I I 1 , 1 , 1 1 , 1 I 1 I DRO . A D , i 1 1 1 , 1 APP'D: RS 6 . 00 -- -----------------------------4- - I ---- --------1--- ---- '--------''i---------I---------I--------['- 1 , 1 1 I - ------- ' ------I---------~-------'J'- V' j-- 1 [ _i-_=_=-=''C L----[---------''-------- 1 a 1 } __ _ 6 . 00 I 1 (---------t---------,L------- ] - i I 1 1 i 1 I 1 I I , I ] 1 1 - ----1-- -1-== I 1 ] I [ [ SCALE: -- _ 1 I i 1 -1------,. --- I 1 I i I I 1 1 I , I 1 -L---------F'----- 1 I 1 1 1 1 EXIST. 0� DITCH [ t [ , 1 [ [ 1- .-__-__� _-_.-__T _-__-_ -__-_- _ r__- - _-_-_-__ � . - -_ I- _-__-_� _-__-_ _-__-_-'_-_-_-__r. _ - [ I 1 , [ [ [ [ PROR. 42" Horiz: 1 "= 30' BAYSHORE AVENUE + _ }. - �_ , I I , I 1 I , 1 , 1 i ] 1 1 1 iO2% Vert: 1 "= 3' 4 . 00 i 1 1 1 1 1 i 1 1 1 1 1 1 i 1 1 iPLAN & PROFILE-.l_ I I - T [ I I I I [ I I I I I I I [ [ I I [ ( 1 ) 30" H�PE, F4=2.86 I DATE: Mar. 2007 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 II I I I I I I I I I I I I I I I I I II ( ) 30" HPE , F =2.86 I PROJECTNo: None 2 . 00 , ] 1 1 i 1 , 1 1 i ] , 1 1 I , 1 1 1 i i , 1 , i 1 1 ' I 1 STA. 7+80 ' 42" IDPE F ' =2.86 I 2 . 00 SHEET: 8+00 9 + 00 10+ 00 11 + 00 12+ 00 13+ 00 14+ 00 TO STA. 14 +40 6 OF 13 1 I • ( 301 R . O . W . ) ( 201 R . O . W . NOTE : PINEBLUFF DRIVE EXIST . RESET RCP 'S & INLETS EXIST. EXIST . 18 " RCP 0 ' R . O . W . ) FL=7 . 32 TO MATCH____ PROP . DITCH 6 S . S . � I i NF ( 3 EXIST . 18 " RCP SCALE : 1 "= 20' EXIST . 18 " RCP EXIST. 6 " S . S . EXIST . 18 " RCP • - EXIST. M . H . EXIST. M . H . - - - II EXIS S . S . i i ! f EXIST . WATER LINE EXIST. I I i XIST. M . H . ,� - BENCHMARK NOTE : „ / ! ; ! ; ! ; / • ! , CITY OF LA PORTE SURVEY MONUMENT L. P. S. M . 6 S . S . Ii "A " STREET ( 30 ' R . O . W . ) EXIST . 18 " RCP i ` ` ' ! ' / / , / % ! ' / / / ! ' ! ` #112 , @11 ' WEST OF SOUTH BROADWAY AT THE EXIST. 18 RCP , I EXIS I ; . I I-- EXIST . 18 " RCP "A " STREET ( 20 R . O . W . ) % CENTER OF NORTH SHADY LANE , 33.3 SOUTH OF XIST, \ 18 " I� CP ! ' ! ' / ' ' , / : SIGN POST, 32 .4' NORTHEAST OF MANHOLE , 6 S . S . - - - - - - 669 ,770 .725N , 3 ,264 , 932 . 832 E , ELEVATIONS 1983 II =_ _= _ __= = _= =-_ _- - - - _ EXIST. SAN . SEWER - ! . - EXIST . --� / ; ! . ADJUSTMENT NGS SEA LEVEL DATUM OF 1929, EXIST . 18 " RCP EXIST. 8 " S . S . i ELEVATION 6 .07 . 18 " R.CP !%! i" i PROP . 18" RCP APARTMENT BUILDING \ it FLOOD PLAIN NOTE & TYPE "A" INLET PROP . 18 RCP BAYSHORE DRIVE ( 40 ' R . O . W . ) ACCORDING TO THE FEMA FLOOD INSURANCE RATE MAP (FIRM ) FOR HARRIS COUNTY, TEXAS, PINE BLUFF DRIVE ( 40 ' R . O . W . ) AND INCORPORATED AREAS , COMMUNITY PANEL NO . 48201 Cl 085-J DATED NOVEMBER 6 , 1996, WEST SIDE " wi A " STREET THIS PROJECT LIES WHOLLY WITHIN ZONE "AE ," z v v v L, z , I BASE FLOOD ELEVATION DETERMINATION = 11 '. w I cncrtrI cn I i o I o I o � 00 ' -� ' J 00 I 14 . 00 u ' 0O ' 14 , 00 LEGEND X r I I � I I I I I � • i I I I 1 � . I I I- i I f- t x 1 xi I C I (� I 11 I w I I I I __ I PROPERLY LINES --- -----------------------------.. X X i X I X i x i i i ' R (te n — — - - — — — — — , EO P 12 . 00 W W j W W j W • I 12 . 00 FOR (LIMESTONE) .. -- -- - - - - '- -- - -- -- - - -- -- - - - ] • - -- ---- - - - I - --- - - - - - -- -- -- - - - - - - - --- - - -- -.- -. - •- ---- -- .�_.- - - - -- -- I -- _. -- - •- - --- f-- - - - ---- - - --.. .- - - -- - -i - - - - -- - - - � -- - - -- - - - - -1 - -- - -- -- -- i -- -- - ---- - -- i -- -- - -- - - '- - - - -- - - ---- ---- I-- - - - -- - - - - - - - -- .._ _- - - - - - - - -i - - -- - - -i --- -- - - - -- - FOR (DIRT) EXIST . FOR II I EXIST . PINEBLUFF I I FOR (CONCRETE) i EXIST. BAYSHORE I I (ASPHALT) I I I FOR (SHELL) DRIVE I DRIVE EXIST. fj ••••• ( TN ) CMP 10 . 00 I I I 10 . 00 RCP -EXIST . TPFOP :-- - - i - - - - - - - - - - -- - r - - - -- - -- - ' . I ;- - - - - - - - - - - - -I - - --- - - -- -; -- - - - - - - - - - - -- - -- - -- - - -- - - - - - . C.L. ITCH I I I I - 1 I j T TOB D EXIST. ; TOB � , 18 RCP n rl I ! ',� �� j j j TOE I 18 RCP j , I ; I TOE i I i FL= I ! 8 . 00 FL =6 . 94 I • I • J - - - - - - _ - - - - - - I I • 1 - 8 . 00 I � I I EXIST . • - --- -.. L _ L 1EX I Sl) I I ' ONCRELE + ' , .-. • li I ! ASPHALT * * + ( , I I , , C SHELL 1 II 18 " Rt 1 1 1 ; ++ + . . . 18 " RCP 1 . . . -- _. .�. _ _ � I I • I It . . .l . . - . ., . � � --- �- EXP;ST . 2 " WATER LINE EXIST . DITCH ( TH U OW- XIST I DIT - EXLS - I D EP NKN N 6 . 00 • I � DITChi ii I i � I i I I I I I 4 . 00 EXIST . 2 " V�ATER LINE I I I I 4 . 00 • GRASS 0 + 00 1 + 00 2 + 00 3 + 00 4 + 00 5 + 00 EAST • SIDE " A " STREET • I ^ W ^ m m . . . � y� fit • I I I ! E OF I I I I ff 0 CR ' O �� 3 1 ry I I I .i ff I 14 . 00 .._ ... . - _ . _ - ._. . � � - - ~- -- - - -- - -- - . I • .... - ~ --- -. _ _ ~ _ . _..- -- - - -- - --- - -' -- - - - - -`- -- - . _ - _. _.. . .. . 7- -- - - -- -- -- ' -- -.• •- - -. -- - I I ! oDN 9029 SLaTo W ' W W W I 1 i tff�o�� CtSTE � __•r• - 14 . 00 I - • • N , . . X 1 X I t S/ONAL E +JJ I • I X F— 1- • W Q W Q- I i W LiJ __ 12 . 00 w w , I w W I 1 12 . 00 The seal pearing on j D : • , - 1 » > > i r this document was I EXIST CONC . - ' EXIST . A ST . ! ' ! j ! authorized e• I I : I io " I t Y I (ASPHALT) PROP . 18" RCP EXIST . A ST . i • RODNEY LEE SLATON ! P.E. 90298, on 10 , 00 i 10 , 00 5 al- © � _ - -- - - - - - - - - - - - - __ _ _ - - -, - - - - EXIST . - __ - - - - - -- - - - - - - -- - -- -- - - - , - : - - - - - - - - - - - -- - i - -- -- - - - - - - - -, - - - - -- - - - -- - _- - - -- -- - -- - - - - - - - - - � - - -- - -- -- - -- - - - - - -i - - - - - --- - ; I NAT'. EXIST . 1 , 8 RCP , _ CITY OF LA PORTE °� ( DEPTH ! UNKNOWN ) RD ' _ _ ' i 8 . 00 PROP . I I I I EXIST. 1 8 " RCP NAT . G i i PLANNING DEPT. ENGINEERING DIV. 6 �m -- - - I ! 1 1 I __ . _ . I 18 RCP -- I Li 11 ( DEPTH UNKNOWN ) i i • i 8 � � 604 W. FAIRMONTPKWY. _ i I LA PORTE. TEXAS, 77571 -I I ; ; EXIST . C . L . DITCH ; ; 281 -471 -5020; FAX: 281 -470-5005 II I I I I I I I I 11 • 6I I 6 " � EXIST . SAN . SWR DWN: RLS/JRIC 6 . 00 11 _ I BAYMUD DRAINAGE PROJECT CD: RO I r I I EXIST . 1 ' 8 ' RCP •I I ! EXIST . '18 RCP ' ( DEPTH UNKNOWN ) I' ' ExIST ' GAS uNE "I • PINE BLUFF SUBDIVISION APP'D: RS VERIFY SIZE AND I „I I I SCALE: 4 . 00 I ( - - ) EXIST . 2- I WATER _ LINE I 4 . 00 I I DEPTH UNKNOWNI i I � - - �- � I • i _ _. _ _ _ __ • � nAn 5+ Horiz: 9 ^=20' DEPTH . _ __ _. _ I ! ( DEPTH UNKNOWN • TREET Vert: 1"=2 I I I ' • I • I I • i j I PLAN & PROFILE DATE: Mar. 2007 I I I I I I , PROJECT No: None 2 . 0o • STA . 0 +00 I I I I 2 . 00 SHEET: 0 + 00 1 + 00 2 + 00 - 3 + 00 4 + 00 • 5 + 00 TO STA . 5 +00 • 7 OF 13 1 i ( 301 R . O . W . ) . . . . . PROP REGRADE DITCH @ 0 . 1 % , SCALE : 1 „ 2O ' I = �� . EXIST. M . H . EXIST I. �� o o� EXIST. SAN . SEWER oyti 18 RCP --�9 _ e T EXIS DITCH NOTE : EXIST . W. L . 1 ^o o . -- __ — . . . _ . . . — . . . ° RESET RCP 'S & INLETS O I BENCHMARK NOTE: EXIST. EXIST o, TO MATCH PROP . CL TY DITCH CI OF LA PORTE SURVEY MONUMENT L. P.S . M . . o PROP ' ij \ 1 18 " RCP B ', STREET ( 3O R . O . W . ) #112 , @11 ' WEST OF SOUTH BROADWAY AT THE 178' L . F . 18" RCP o I w �I o� 18 RCP ti „ y EXIST. WATER LINE o CENTER OF NORTH SHADY LANE , 33.3' SOUTH OF ti = — o ' SIGN POST, 32 .4' NORTHEAST OF MANHOLE , G . V . moo ^ _ — _ - - PROP REGRADE 11 1 � O _ ADJUSTMENT NGS SEA LEVEL DATUM OF 1929, DITCH @0 . 1 % , EXIST. 18 " RCP EXIST. 18 RCP EXIST. 18 ' RCP ELEVATION 6 . 07. FL __ - m = I PROP REGRADE FLOOD PLAIN NOTE ACCORDING TO THE FEMA FLOOD INSURANCE -i � DITCH @ 0 . 1 % , RATE MAP (FIRM ) FOR HARRIS COUNTY, TEXAS , EXIST. S . S . AND INCORPORATED AREAS , COMMUNITY PANEL NO . 48201C1085-J DATED NOVEMBER 6 , 1996, THIS PROJECT LIES WHOLLY WITHIN ZONE "AE," WEST SIDE " B " STREET BASE FLOOD ELEVATION DETERMINATION = 11 '. I w w ' > U I i o ! Q I I I I 1 I I LEGEND 14. 00 IcC , ' 14 . 00 I ,rO f I I ! PROPERTY LINES -------- ----------- --------------- � ; > ; TOP OF ; S . S . MH . ; ; FOR (ASPHALT) ---------- ------------------ X 1 Q X f I ! FOR (LIMESTONE) w ! S . IN . ( S` IZE /I . E . UNKNOWN ) ' NATURAL' GROUN 12 . 00 I I R (Don ) I EO ' - --- - _ � _ _ _ - -- - - - - - - ; - - _. _ - -' - - - - - , I - - - - - -. - - - --- - - - - - - - - - - - - - - - - - - 12 . 00 • FOR (C RETE I '.. I I I I PROP REGRADE EXIS; T. FOR ( ASPHALT) FOR (SHEII ) I I i CMP RCP C.L DITCH 10 . 00 DITCH;, RESET RC ' TOB __ . - - - ° r 10 . 00 1 /o FL=8� 1 -2 . . . _ . TOE j ! TOE ' EXIST. Cj OF DITCH I j 8 . 00 . i CONCRETE SHELL + + + ._.- -- - __- -- -- - _ _ -_ -- - I _ -- CJ . OO ASPHALT a - I PR P RESET RCP ; - EXIST. : EXIST. • e + OF DITCH !OF DHCfI REGRADE DITCH @ 0 . 1 /o , 6 , 00 I EXIST j GRAVEL DIRT LIMESTONE I 6 . 00 • ii SAN SEWER (SfZE & DEPTN j - - UNKNOWN„) 1 I I 4. 00 I 4 . 00 GRASS O + OO 1 + OO 2 + OO 3 + OO F. EAST SIDE _ STREET I r i w D_ I w ^ i W ; ^ I W ' � W ^ i I OF > � U I > 0 ! > 0 I > Z I > (Z W i O D O i D 14 . 00 Jo - , ' ' i- � 14. 00 v) ; ; w ' w W ' i ! X Q X i w mu r4ROPRESETRCP 12 . 00 ' EXIST_ HOR 12 . 00 ____ 'I HANAT. GRD' Z EGRADE DITCH @ 0�1�%, ( ASPHALT) PROP ' REGRADE 10 . 00 ITCH , F ESET RCP _ _ _ _ _ _ _ 10 . 00 I ° _ EXIST. I ! @ 0 . 1 /° FL -8 . 12 I I I i EXIST. i i � EXIST. i i EXIST. CITY OF LA PORTE � 8 " RCP I ; I 18 RCP I _ I118 " RCP i 118 ; RCP I EXIST. PLANNING DEPT.ENGINEERING DN. Ohm L I 604 W. FAIRMONT PKWY. 8 . 00 ..... EXIST. EXI OF DITCH 8 . 00 `�PtEOFr6 Olds W FORTE. TEXAS , 770, 1 I _ 281 -471 -5020- FAX• 281 -470005 • EXIST. . . . . . . . . . . . . . . . . . . . . . .E IST. 18 ' RCP EXIST. ST. ' * OF DITCH EXIST. I 00 * * y D TCH OF DITC OF ' DITCH OF ; DITCH , RODNEY LEE SLATON y BAYMUD DRAINAGE PROJECT DWN: RLS/JR — H � . . .. . . . . . . . . . . . . . . . . . .. . .i CK'D RO A . 90298 6 . 00 _ — tt�o..�e�r �o.:�w�s I 6 . 00 PINE BLUFF SUBDIVISION APP'D: RS I l ; I I I I 11 FSS/ . . . . • G 1 n I I SCALE:Horiz: 1 "=20' EXIST. OF DITCH EXIST WATERLINE The sealpearing on " B" STREET I I 4. 00 . ; ; ( SIZE & ; DEPTH UNKNOWN;) ; 4. 00 this oriz a was PLAN & PROFILE DATE: Mar. 2007 RODNEY LEE SLATON O + OO 1 + OO 2 + 00 3 + OO P. E. 90298, on STA. 0 +00 PROJECT No: None 5 � �� � SHEET: TO STA . 3 +00 8 OF 13 " C , , ( 301 R . O . W . EXIST. WATERLINE -, PROP. EXIST. 2" WATERLINE SIZE & DEPTH UNKNOWN ( SIZE 8c DEPTH UNKNOWN ) 15" RCP EXIST. 18 " RCP ".- SCALE : 1 - 2O DITCH @0. 1 %, , 5 --I ^=— - -- - `e — o NN , NOTE : ' EXIST. G. V. G_ I ' EXIST. 18" RCP "C " STREET (30 ' R . O .W. ) BENCHMARK NOTE- - - - TO MATCH PROP . DITCH _ . . _ . . . _ . . . - . . . _ . . . CITY OF LA PORTE SURVEY MONUMENT L. P.S . M . 18" RCPj o ? _ _ . . . . . . _ - . _ . . . _ . . . _ . . . _ . i� \5 #112 , @11 ' WEST OF SOUTH BROADWAY AT THE 6 i�y�� EXIST. 8" SAN . SEWER \ 9 > - \ EXIST. 8 " i�iii EXIST. G . V. & F. H . iiiii . PROP. ADD i m SAN . SEWER � � CENTER OF NORTH SHADY LANE, 33.3' SOUTH OF „ EXI SAN . SWR . M . N . SIGN POST, 32 .4 NORTHEAST OF MANHOLE, 8 L. F . 15 RCP PROP REGRADEExIST. SAN . SWR . M . H . 669 ,770 .725N , 3 ,264 , 932 .832 E, ELEVATIONS 1983 DITCH @0. 1 %, ADJUSTMENT NGS SEA LEVEL DATUM OF 1929, ELEVATION 6 .07. FLOOD PLAIN NOTE ACCORDING TO THE FEMA FLOOD INSURANCE RATE MAP (FIRM) FOR HARRIS COUNTY, TEXAS , AND INCORPORATED AREAS , COMMUNITY PANEL WEST SIDE " C " STREET NOW48201 C1085-J DATED NOVEMBER 6 , 1996, THIS PROJECT LIES WHOLLY WITHIN ZONE "AE ," ~n BASE FLOOD ELEVATION DETERMINATION = 11 '. z z 1= W - 0 � W z - I O O O I (J7 16 . 00 100 w CO 1 i tip (J v~) � i (1) `- x x -- x x 0 I I w w 1 w w LEGEND o PROP RESET RCP , • 14 . 00 • REGRADE• ( ITCH PROPERTY LINES _ _= m q EXIST. , 14. 00 • FOR (ASPHACI)• c�-I @0 . 1 % , E �CIST. FOR NAT. GRD . i EXIST. FOR I ERR (DMTONE) I ( ASPHALT) L ( ASPHALT) • FOR (CONCRETE) I I FOR (SHELL) 12 . 00 • • I • CMP 12 . 00 __ ._ _- --, -- - - --._ ._ . i - - .- - �--- - - -T- - - - - -- - ., - _. ._ _.- .-- - _... 1- - - • - - - f- - ---- - - ..- - - ._ _. . . RCP 1 "-i- I I C.L. DITCH I I I TOB i i I I i______ ' F �� I ! TOE 10 . 00 - - - - - I I EXIST. EXIST• I ' F 10 . 00 • TOE - L- EXLST I I . I I EXISTS i- 18 RCPT i 1' 8 " RCP III 118 " RCP . . . I III 8 R C P , I I I ASPHALT CONCRETE -a�• SHELL *+ t}+ _ . 8 . 00 EXIST. EXI OF -- D-ITCH DITCH ; OF DITCH ! 0 � DITCH • GRAVEL DIRT• '' LIMESTONE • I i I 6 . 00 • 6 . 00 1 + 00 2 + OO 3 + OO • GRAss O• -• j� Ekttl EAST SIDE „ � „ STREET : OF y(P , . . . . . . , 4Stt1 * : • � ; I I ; z RODNEY LEE SLATON I I • . ; . . . . . 90298 . . . . . ; . ' W % I O ,�1 'O. FGISTER�G��v4�r 16 . 00 I I k ANAL EN I 16 . 00 X J i i • The seal appearing on W this document was H authorized by 14. 00 PROP RES T RCP , I ! i RO LEE SLATON ' 14 . 00 B P.E.E. 90298. on REGRADE C ITCH @01 % , I I I I i 12 . 00 EX T. FOR _ ! 12 . 00 CITY OF LA PORTE ( ASIH ALT) i PLANNING DEPT. ENGINEERING DIV. I i 604 W. FAIRMONT PKWY. I = . - I i i LA PORTE. TEXAS, 77571 _ I 10 . 00 _ . . . - I __ 1 • 10 . 00 281 -471 -5020; FAX: 281 -470-5005 EXI SIT. DWN : RLS/JR of DITCH BAYMUD DRAINAGE PROJECT CK'D: RO • 8 . 00 EXI T. EXIST . • 8 . 00 •• PINE BLUFF SUBDIVISION APP'D: RS - --- - - - -- - --- - -- -..I - - - - ._. -- - - -- - -- - -- -� .-- -- -- - - - -- -- -- - --- - -- --. _.. _- - I- - - - - - - - DIT ,H - DITCH I ISCALE: I I I 1 n n Horiz: 1 "= 20' C STREET Vert: 1 "= 2' 6 . 00 6 . 00 PLAN & PROFILE DATE: Mar. 2007 PROJECT No: None 1 + OO 2 + 00 3 + 00 • STA . 0 +20 • • SHEET: TO STA. 3+00 9 of 13 ( 301 R . O . W . EXIST. 8 " W. L. BAYSHORE AVENUE SCALE : 1 "= 20' ( DEPTH UNKNOWN ) ( 40 ' R . O . W . ) � EXIST. 2 " W. L . ° ° o - - x <' ( DEPTH( DEPTH UNKNOWN ) A . . - I/c- - - EXIST. 15 RCP T o . . . � — — . . . — — Vii' nnJtty. i NOTE : BENCHMARK NOTE : �!: • i . . . . . �� CITY OF LA PORTE SURVEY MONUMENT L. P. S . M . " "" RESET RCP'S & INLETS PROP REGRAD - - : S"STREET , � 30 R ;O ;W ���. . iii o� #112, @11 ' WEST OF SOUTH BROADWAY AT THE ( • • �� TO MATCH PROP . DITCH CENTER OF NORTH SHADY LANE , 33.3' SOUTH OF DITCH @ 0 . 1 % , — ° — — — mo CL SIGN POST, 32 .4' NORTHEAST OF MANHOLE , EXISIX 15 " RCP EXIST. 8 " 669 ,770 .725N , 3 ,264 ,932 . 832 E , ELEVATIONS 1983 SAN . SEWER ADJUSTMENT NGS SEA LEVEL DATUM OF 1929, PROP . ADD ELEVATION 6 . 07. 15" RCP FLOOD PLAIN NOTE ACCORDING TO THE FEMA FLOOD INSURANCE RATE MAP (FIRM ) FOR HARRIS COUNTY, TEXAS, AND INCORPORATED AREAS , COMMUNITY PANEL NO. 48201 C1085-J DATED NOVEMBER 6 , 1996 , WEST SIDE „ B II STREET THIS PROJECT LIES WHOLLY WITHIN ZONE "AE," BASE FLOOD ELEVATION DETERMINATION = 11 '. - I 1- O- I I I I I I I I I I ci I L) I I I I I I I I I I I I I I I I I I 1 i xl I X I I I I I I I I I I bJ I^ 1 I i i i I I 1 LEGEND 1 1 , 1 14 . 00 , , , , , , , , , , , , 14. 00 - -------r-- -- -- --,--- - - --- -1--- ---- - -,----- - - -7- - ---- --T--- -- -- -r-- -- -- -- r--- - ---- ,----- --- -r- ---- ---1------ - -1- ------- I I I PROD REGRADE I I I I PROPERTY LINES — — — — — — — — — — i I I I I I I I I I 1 I I I I 1 I I I I FOR (ASPHALT) I 1 i 1 DITCH @01 % , EXIST. OR ( LM TN ) I I FOR (LIMESTONE) 12 . 00 ' ' _ _ _ _ __ __ __ 1 ___ __ __ _I 12 . 00 FOR (DIRT) - --- - -- -r --- - - - - -,- --- -- -- 1- - -- - - - - - - -- - 7-- -- -- - -T - --- - - -- r - r r-- - - -- - -i-- --- - -- 1- - ---- -- I I I I I I I I I FOR (CONCRETE) FOR (SHELL)1 I I I I I I 1 I I I I I I I I I I I I I I I CMP 1 I I I I I I I I I I I RCP 10 . 00 1 I I I I I I I I I - -- -- - - _ - - _ --- --- --- - ' -- - I I 10 . 00 C.L DfTCH r -r-- - - --- ,-- - - --- - --T - - - - --7 - -- - - r--- - - --- r --- - -- - -r - - ---- --r - - --- ---,- ---- - - - TOB i I I I TOE QI OF DITCH I I 1 I I I I I I I I 8 . 00 ' bITCH I I 'EXIST. I I I I I I I i I I "I"� I I I I I I I 8 . 00 + +ttt- - --- - -- - ---- - - -- - -- --- - - - - — — — — — - ------- - --- - - ASPHALT ECONCRErE a: - SHELL + + i I I I i I I I 1 I I i t I 1 I I I I 1 I 1 1 I i I 1 I I 1 I I 1 1 I I i I IN6 . 00 I I I 1 1 I I I I I I 6 . 001 I I 1 1 I I I I GRAVEL DIRT LIMESTONE 1 I I XIST. I I I I I I I I I I I ( I I I I I I EXIT. 8 " V . L . I CHAS LINE I EXIST. $ " W. L . I I 1 ' EXIST. " Wj 8 L . I I 1 I I 1 1 I I I 4. 00 I ( DEPTH IUNKNOWIN ) I ; ( DE �' TH UNKNOWN ) I I ; ( DEPTH IUNKNOW�J ) 4. 00 GRASS 0 + 00 1 + 00 2 + 00 EAST SIDE " B " STREET ' ' i � ' ~(jJ i i ' ' ' i ' ' I I I 1 �. I I I I I I I I % . , RODNE.Y. LEE SLATON I I W 1= I W I 1 I I I I i I 1 '.. 902980 14. 00 ' I I � I Ln I I I I I I i I oT . . G/DER , : �._.. �- I _ 1 _ _ _ _ _ _ I I I i I I 14. 00 t'I 'IS/0NAL �G_�.. TO O F S . MH . I I I r I I' IBAYSHOI E DR . S . IIN . ( SIZES / I . E . UNKNOWN ) I ' ' I TheAeappearing on I I I i I 1 1 EXIST. SOUTH EpR I 1 this document was PROP REGRADE ' ' ' authorized b 12 . 00 , I ' I I D STREET I I 12 . 00 RODNEY LEE SLATON -- 1- - - - � - - - - T --- ---- - T - -- ---- -r-- -- -- -- - -- -- ---r -- - - --- -r ---- - ---,- --- -- -- -,--- -- -- - P.E. 90298, on J O , i I I 1 1 I I I - 5 aL I I I I 1 I 1 I 1 1 I I I " ' _ " ' �- • I I I I I i 10 . 00 t i i 10 . 00r - --- - -- -- - - -- ---- --- ---- - -- - ---- -, -- ----- -r- --- - - - - t��---r- --- ----,---- --- - - ----- CITYOFLAPORTSi II ' I I I I I 1 > AO I I I I I I I 1 OF DI1I CH I 1 f EIST. TOB PLANNING DEPT. ENGINEERING DIV. o EXIST' TOB I I I 1 I I 1 I 1 I I i I I I I 1 I I I 1 1 1 I 1 I I 1 I 1 1 604 W. FAIRMONT PKWY. 8 . 00 I ' 8 , 00 LA PORTE. TEXAS, 77571 — — — —' - - - -- -- -'-- ---- -- 1 I I I -- - --- -- ' ----- -- ' ---- - - --!--- - --- -' TE,crs r I �- ---- -- -� -- - - -- -r-- ----- -T-- - - - -- - r r - r I r-- - - -- - �--- ---- - 281 -471 -5020; FAX: 281 -470-5005 I I I I I I I I I I I I I I 1 I I i I 1 1 I I I 1 I I I I I I I i , I I 1 DWN : RLS/JR I I I I 1 I I i I I 1 , BAYMUD DRAINAGE PROJECT 6 . 00 1 I I I I I I i I I I CK'D: RO V ' ' ' ' 6 . 0o PINE BLUFF SUBDIVISION APP'D: RS I I I I I 1 I I I I I I i I I I I I I 1 1 I E SCALE:°' I EXIST I8 " SAN . ( SEWER I I ' EXIST ' 8 " SAN .' SEWER XIST 8AN . SE �JER „ „ Horiz: 1 „= 20 PT{ ' ' ' ( DE UNKNOWN ) I ( DE1PTH UNKNOWN ) I ( DEPTH UN [< NOWN ) D STREET Vert: 1 „= 2' 4. 00 I I 1 1 I I I I 1 I I 1 4. 00 PLAN & PROFILE DATE: Mar. 2007 0 + 00 1 + 00 2 + 00 PROJECT No: None STA . 0 +00 SHEET: TO STA . 2 +60 10 OF 13 c NOTE: W o PROP. REDIRECT EXIST. PROP. JCT. BOXW/ GRATE C DITCH TO PROP. INLET. PROP. TYPE "A" INLET, STA. =0+72 O (W) FL 7.27, (N , S ) I . E.=3 .26 , STA. =2+73, (W) FL 7 .27, = o PROP . EXTEND (N ) DITCH FL=8.80 ( N , S , E) I . E. =2 .86, >- T. 8" WATER LINE PROP. 230 L. F. (S) DITCH FL=8.80 m �. 24" RCP TH U CtVOWN ) @0 .2% 30" HDPE PROP . 41 L. F. DITCH SAN . SEWER <1'EXISt 8" EXIST. N;XIST. G. V. & F. H . PROP. 152 L. F. DITCH IN PROP. 16 L. F. 12" RCP 15" RCP ¢ y ° EXIST. RCP EXIST. 8" WATER LIN O� PROP . TYPE "A" INLET PROP . JCT . BOX EXIST. G. V. (UNKNOWN SIZE) � EXIST. 8" WATER LINE . D TH UNKNOWN ) W/GRATE STA. =0+43 EXIST. 12" RCP x _ (DEPTH UNKNOWN��� � �4' _ 1` ° (W) FL=8.21 , (S) FL=2.92 - - - _- - - - - - - - -�- SCALE 1 = 20' - fO III � IIIIIIIIIII: II it � � � � S "1-i TOP = 11 . 00 , ( E , W) FL= 7 . 53 • ' I I EXIST. " ' . ; + ` ( N ) FL 3 . 32 I II . 15" RCP ` . � II �ti x „a� F „ STREET ( 30 R . O . W . ) � � �� ti �° PROP. 32 L. F . BENCHMARK NOTE : PROP . EXTEND _ _ _ tiA GAS - �q v • iii/// @ O .2% 30" HDPE CITY OF LA PORTE SURVEY MONUMENT L. P.S . M . ti , �� EXIST. #112 , @11 ' WEST OF SOUTH BROADWAY AT THE NOTE : CENTER OF NORTH SHADY LANE, 33 .3' SOUTH OF '� 1 � �. R�c0 :. EXIST. M . H . 24" RCP EXIST. ?� EXIST. T 8" SAN . SEWER � ,� :zE. . .` SIGN POST, 32 .4' NORTHEAST OF MANHOLE , $ II 12" RCP �� ti�� RESET RCP'S & INLETS it ' ;;.: 669,770 . 725N , 3 ,264 , 932 .832 E , ELEVATIONS 1983 DC SANTISLEWER PROP. 30 L. F. NOTE : TO MATCH PROP . Ct DITCH ADJUSTMENT NGS SEA LEVEL DATUM OF 1929, u . 30" HDPE @ 0.2% VERIFY GAS LINE PROP . 150 L. F. @02% ELEVATION 6 .07. m LOCATION & SIZE I C 42" HDPE TO GAL . BAY FLOOD PLAIN NOTE a ` OUTFACE ACCORDING TO THE FEMA FLOOD INSURANCE WEST SIDE F- " STREET RATE MAP (FIRM ) FOR HARRIS COUNTY, TEXAS, AND INCORPORATED AREAS , COMMUNITY PANEL W ' NO . 48201C1085-J DATED NOVEMBER 6 1996 I I I U I I i I 1 I I I > I I I I > i , , ' ' ' I 1 I I - < I I I ' - < ' THIS PROJECT LIES WHOLLY WITHIN ZONE "AE," 1 1 I I I I I I i � Q I I I I Q , ' ' ' ' ' ' ' ' ip = i i ' i p = i BASE FLOOD ELEVATION DETERMINATION = 11 '. 14. 00 i i ' ' I I I ' n 1 1 I I o I �- I 1 I I I i I ' _ -(n -- _-, 1 I Ir_(n 1 14 . 00 - - -- -- - - r - -- - -- - - r - - -- --- -r-- - - - ---r -- -- - ---1- ----- - - -1 - -- -- - - - -r- -- - - -- -t -- -- - - - - r- - -- --- -r -- - -- - -- rte d r -- -- -- --I-- -- - - - --i- - - - - - - --r -r - - - - -- - - I I . (n - - - - I I I I 1 I I I I , I I I I I-1- I F- I I I I I 1 I i - I I I - en I1 EXIST. EQR ( ASPHALT) ; w ; ; ' ; _ LEGEND x I X I 1 I i i I I I I I W ' i I 1 I I I I I 1 I I I I 12 . 00 I I I 1 I 1 1 1 I 1 I I I 1 1 12 . 00 -- -- -- -- i- - - - - -- - ; - - - -- - - --- -- 1 -- -- - -1-- - - - --- - - -- -- -- '- -- -- -- - -- -- -- - - r- -- -- - - - r- --- - -- - r - - - -- -- -I-- --- -- - -i-- - - - y- -- -- - -- -1 -- -- -- -- -I'- - - - - -- - PROPERTY LINES II I I ---------------------------- i ' ' ' - - - I ; i E * IST. C F DITCH ! FOR (ASPHALT) I cI/ 1 I I I I 1 I I I I 1 I „ I EOR (LIMESTONE) I 1 I I I I 1 , NAT. GRD . I , , EOR (DIRT) 1 1 I 1 I , , EXIST. WATER LINE FOR (CONCRETE) 10 . 00 , , _ , , , , I I i i i _ i _i i I i 10 . 00 - ---- - -- r- -- -- -- - 'rte ---- --r - -- - -,-- --- -- - -- -- ---- - -- -- - r --- - - - - T - - - - -- -- r-- - -- --- -- ��.., - -- - - - -- ---- -I--- - - - -- - BEI?Tk1� 4NA4NOWN- PROf I 1 I i i .i...� ' ' ' I �� I , , I I 1 -- _- - EOR (SHELL) EXIST. 1 , XIST. yq ! DITCH 1 I ll �"' i I I , , 11 , _••� , 1 I 1 I ROP. I 1 CMP DITCH i F1 =840 . ' , ' ""' i ' i EXIST. RCP ' POP. 152 CIF. DITCH I ' j ' 1L f° ROP RCP ; I ITT. 8 " WATER LINE ' I I I L=7. 18 C.L DITCH �1 8 . 00 TOE 8 . 00 ( SIDE UNKNIOWN ) FDi ROP. 41 4. F. DITCHI I I I ITOE I CJ I� III V I V I"1. 1 V G I - -- -- --- , "-- - TOE 1 I , , EXIST. 8 WINTER LINF E, L 7. 53 , 1 , i 1 CDHiIIWNKNowrJ ) I I I I I � I I I I 1 1 I I 1 I 1 I I ' ' I 1 CONCRETE < SHELL * *+ ++ I I I I I I I I I I 1 1 I I 6 . 00 ' --�+� _ 6 . 00 • +}+ ++ _ _ _ _ --'- -- --- - - -- - -- - --L-- - -- - - --- - - - -� -- - - ���-�_' !mow_ =- ��- -a��- -��--�- "trite __ ��- - - - I- - -1- - -- - - L- - - -- -- ASPHALT 4. ,}� I I I I I I I I I 1 I i I i I I I PR(DP. I i I I I i I 1 i 1 i I 24" kCP ( PROP. I l i i i i i i i i i i Iii II ' I I I I I I I I I 1 I I PROP. I I P OP. ORgyd DIRT LIMESTONE �/ 4. 00 a 1 1 PFkOP. 30" HiDPE I I I I =2.92- -- -- - - - -- -- -- - - --1-- i -FC-326 i - - -- ---- 1 --- ---- - i -- ---- --� --- - -- -- - - - --- -- - - -- -- -- - ' -- ----- - - -- PROL�a - -- r ----- -- -i }- --- - i--- -- -- - - -- - ' i i i i i i (N & ) 42" HDDPt, FL=2 .8d ( i i I fl FL=2.8 PLOP . i i i i i i i I I 1 i S . GRASS 2 . 00 FL x.32 i i i i i i • 2 . 00 0 + 00 1 + 00 2 + 00 3 + 00 S��PCE OF TfigS�ad EAST SIDE . STREET 1 W W IW 1 I I I I I Li W ^ •. . . . . - * � > i0 i � -I � i i i i i > -� i i > Ir i > iI > 3i I q.J I / . . RODNEY LEE SLATON Z ' I 90298 p I I Ip = _ i I I 1 I p I 1 I p I p p 0 1 i .U.i I ��.n• C'/STE :�' �v4'�r (� I I I I I I I I I �f I U I '� 11S �ONAI -ENG\?16 . 00 Ln I n N I I I i I n I I 1 I 1 TONAL ' �- II (n .— I 1 I I I I— cn I I f— �-{' I 1- KY7 r v I I 16 . 00 - - -- -- r- - --� -- -- -- -��- -- --I------ -- -- -- ---- - r- -- --- -- 7- -- -- -- - r-- -- -- T- -- --- --r --- -- -- - -- -- -- - -r - -- --- - - -- -- -- - - -- ---- - -- -- -- -- I I — I I I I I i I i cn cn cn - - ( -- - 1 e seal pearing on W I iW (/) i I 1 I I W 1 I W I I W Y this document was Th I I ' 1 I ' ' I I authorized by I X X 1 I I I I I I I 1 i 1 I I W I I i i ' ' ' ' ' ' ' I ' RODNEY LEE SLATON 14. 00 _ _ _- - ' _I __ ' - -- __ -- - I I I I I 1 i 1 I I i 14. 00 P E. 90298. on r - -- -r -- -- -- --r -i---- --- - 1 , -- -- -- -- 7 -- ------T--- -- - -- T - -- -- - - - r- - - - - -- -r -- --- -- -r- -- -- -- -,- --- --- --- --- - - -- 1- - -- - -- - 7 - - - -- - - - I�/ D I 1 I I I I i 1 I I I I I I I I I I I I EXIST. I I I I I I I I 1 1 I , I , , C . O . ,� EXII ST. EOR ( ASPHALt NAlI. GRD . 12 . 00 I I I ' 1 - - - -- L- - -- - -- - '-- -- - - ---'- -- -- -- --'-- - - -- -- J - - - - - _J__ --- -- 1- -- -- -- -1 -- -- --- - 1- - - --'-- - -- -- - J-- - I 1 1 2 . 00 CITY OF LA PORTE OF L A EXIST. DI CH EXIST. ; ; ; EXIST. GAS LINE , ' I PLANNING DEPT.ENGINEERING DIV. o _ Am DITCH ; �; ; ( SIZE & DgPTH UNI ( NOWN ) I 604 W. FAIRMONTPKWY. 1 1 I I I I I , ' ' LA PORTE. TEXAS, 77571 I • I 1 1 1 I I I I 281 -471 -5020; FAX: 281 -470-5005 10 . 00 k 1 il ' I 1 I I I 1 I I i 10 . 00 - -r -- --- -- -r - -- -- -- -i -- - - - - -i- - - - - - - , - - -- - - -- j - - -- -- - - DWN: RLS/JR 1 I 1 I I I 1 XIST. � ; DITCHI . J 1 EXIS ". GAS LINE I I I I I I ; BAYMUD DRAINAGE PROJECT CK'D: RO ' i ' ' ' I I i 1 I I I I// I I I I I , -r I � t� I J� 1 I I 1 , ( SIZff & DEPTH , PINE BLUFF SUBDIVISION APP'D: RS 8 . 00 X.� -F .-- G - �- � - i- - - -- -- - -I- -- -- -- --1-- - --- - J- - -- -- --"I - - - -- - -i' - -- - -'L - - L- - - - -- --I- -- - -- - - -I- -- -- - - - .J I -- -- -- - J' -- - - - - - - 8 . 00 ( SIZE & � DEPTH EX IST. GAS LINE I , , I ' ' , , SCALE: I 1 I I I I ' ' i ' ' I , n n Horiz: 1 "= 20' ' (SIZE & QEPTH I I 1 EXIT. SAN . I SEWER I 1 F STREET UNKNOWN I I , I , , , , , , I Vert: 1 "=2' UNKNOWN ) i i i i i i ( SIZE & DRPTH UNKNOWN ) i i PLAN & PROFILE DATE: Mar. 2007 6 . 00 1 1 1 1 I I . I I I I 1 1 1 I I 1 6 . 00 PROJECT No: None STA . 0+ 00 0 + 00 1 + 00 2 + OO 3 + 00 SHEET: TO STA . 3+40 12 of 13 NOTE : RESET RCP'S & INLETS SCALE : 1 " 20' ( 1001 R8O8Ws ) TO MATCH PROP . CL DITCH BENCHMARK NOTE : CITY OF LA PORTE SURVEY MONUMENT L. P. S . M . I I ! CENTERI OF NOR HFSHADY LA EA3D3 .3ASOUTH OF o / SIGN POST, 32 .4' NORTHEAST OF MANHOLE, /- EXIST. 8 " 8 EXIST. W. L . EXIST. 8 " S . S PROP . 4/ 669 ,770 .725N , 3 ,264 ,932 .832 E , ELEVATIONS 1983 SAN . SEWER SOUTH , BROADWAY ( 100 ' R . O . W FL = 5 . 82 ADJUSTMENT NGS SEA LEVEL DATUM OF 1929,f XI ST. 24 " lb' / / m ELEVATION 6 .07. .. f o RCP ( 2 ) o. . . FLOOD PLAIN NOTE EXIST. SIDEWALK . ` :` � ; . �; t � <' . EXIST. SIDEWALK:` r o ExlsT G.V. • : w . 4 , INSURANCE ACCORDING TO THE FEMA FLOOD PROP . EXIST . 2 " W. L . '-- sac SBC M . RATE MAP (FIRM ) FOR HARRIS COUNTY, TEXAS , FL ' 5 . 50 , EXIST. 8 W. L . � AND INCORPORATED AREAS , COMMUNITY PANEL - EXIST. w / NO . 48201C1085-J DATED NOVEMBER 6 , 1996 , - b MH- IST. . . CMR SAN. sEwER EXIST. CB o ° —_ ST. CB " - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ THIS PROJECT LIES WHOLLY WITHIN ZONE AE, " — — � � e - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - __ __ - - -_ _-_= BASE FLOOD ELEVATION DETERMINATION = 11 '. II EXIST. 18 " RCP EXIST. RCP , [ I k EXIST. I ; EXIST. F w I E RCP 18 " RCP PINIEBLUFF H -DR . EXIST. 2 " W. L . - TI FL 7 . 71 LEGEND PROP . ' ( (� R . O . W . ) EXIST. 8 " F L = 5 . 50 ; SAN . SEWER �; W -11 PROPERTY LINES ---- --------------- 9 I II O 'I FOR (ASPHALT) --- -- -- --- --- -- --- - a FOR (LIMESTONE) EOR (DIRT) EOR (CONCRETE) EOR (SHELL) CMP RCP C.L DITCH TOB TOE EAST SIDE SOUTH BROADWAY TOE I� LL � J I mEW W () W m ' ASPHALT CONCRETE SHELL *+ + ++ JftC I U O � N U ++ + + I m _ I = U) 14. 00 ;(~nom co ° ; v~i > c~n _ 14. 00 x __ Q — _ x Q W om `n- � ! X i I W m W W W j • GRAVEL DIRT LIMESTONE L7' cf) I W — u x , x 12 . 00 12 . 00 I I H , I I cn _._ . ! . . I I x x t I L I GRA99 I W i ! I 1 I I 00 EXIST EOR ( ASPHALT) , EXIST OR ( ASPHALT) I 10 . 00 EXIST. SIDEWALK I EXIST. G . V . ; I- - L 1`+`aF �`' EXIST: SIDEWA , K t ! p(E Tfj tl 8 . 00 I I I � . . :. . . . . .: . . . . . I -_. -.-.. - -- -- -- -- - - - - -- -_ '-- - -- -- --- - --- -- -- -_ -. . - -- - - - _. L - -- - - - . . _ .. .- -- - - 1_ _. .. -- -- - - - - - -- - 8 . 00 / R EY LEE - - ---- - I -- ' ODIC . . . . . . SLATON . . - - - - - - I - ! 1 I - - - -- -- - j :. 90298 jHr - I r - - - - - - - - -rr , I i � � S ,rs I EXIST. RCEr' IL I I 6 . 00 I XIST I I I H ' ' I 6 . 00 /� oa> -- _ _ I VERIFY- SIZES) I I L The t /ONAL E (=1 = seal appearing on EXIST OF D3CTCH 12 _R0 I I I I I this document was uth SLATON by ROD LEES TON 4 . 00 I P.E. 90298. on _ — - - 4. 00 �_ _ _I E=XtS-� -6 -DtTC }� - - 5 J/ EXISTING- --W. L . EXISTING IN. L I ( VERFIY DEPTH & SIZE ) _ ( VEF� FIY DEPTH & SI ' E ) I 1 2 . 00 CITY OF LA PORTS o� - _ -- _ 2. 00 PLANNING DEPT. ENGINEERING DIV. n m ( VERFIY DEPTH & ; SIZE ) EXISTING S . S . 604W FAIRMONTPKWY. I ! I ( VFRF1y DEPTH & SIZE ) ; LAPORTE. TEXAS, 77571 I 0 . 00 i t I 0 . 00 281 -471 -5020; FAX: 281 -470-5005 OWN: RLS/JR 0 + 00 1 + 00 2 + 00 3 + OO BAYMUD DRAINAGE PROJECT CK'D: RO PINE BLUFF SUBDIVISION APP'D: RS SCALE: SOUTH BROADWAY vest: ; n=r PLAN & PROFILE DATE: Mar. 2007 STA . 0 +00 TO STA . 3 +20 PROJECT No: None SHEET: 13 OF 13