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HomeMy WebLinkAboutMapbook H_Proposed25yrPondingNorthern Sheet: B- 0 r. rAd— FALCON CREST i A • / 40, Nip— (D Y 1 v) (Z0o s S V) (D C (D L y) W LU _ � 1200� • O O K � t • .. r Sheet: 4 B-- _ - Location Map Legend Sheet H-1 �J 0 o soo Parcel Boundary Existing Ponding Extents ®Project Area Proposed Ponding Proposed 25-YR Ponding Feet Watershed Boundary (NHD) Existing Open Channels Proposed Basin t�eauntic nr 0.25 - 0.50 Scale: 1 Inch = 500 Feet r, Existing Basin Existing Storm Sewer Proposed Channel Improvement 0.50 - 1.00 B EAU MO N T imn LockAndrews wood,Y 0. < 48 T E X A S Existing Lift Station � > 48„ Do- Proposed Storm Sewer 1.00 - 2.00 & Newnam I nc. ,,•- ,- A LLU UItLLGM11AN` > 2.00 Master Drainage Plan Norther"n`.Sheet: 6- ". "� _ -_. r a. � .aAi i � . • _ .- ... ....� ... air-. 1.•a. "._.r • :f•J..i :i7 •i:`n•: d a t r - M N - - -- - % ,.-•� m rD M ert Q� S rn r.4. f W it +��. ." r• ajRF .. •.��,y _ <<Rp t• ! F , 1 I :f 1 ► -•F 4,�- m- v- fBROA0 OAK Si yr ,. if _ _ � -� � _ .yR uss�c�_ ��." - ,Southern Sheet: B-5 - � � r '1 � . •,� _ Location Map Legend Sheet H-2 i •;jm O F Parcel Boundary Existing Ponding Extents ®Project Area Proposed Ponding �Ljke • Proposed 25-YR Pondin i_ ��-, v�aaf o soo Depth (ft) p g Feet Watershed Boundary (NHD) Existing Open Channels L Proposed Basin many Scale: 1 Inch = 500 Feet Existing Basin Existing Storm Sewer Proposed Channel Improvement 0.25 - 0.50 ' 0.50-1.00 BEAUMONT ii - LockwoodAA, Andrews * Existing Lift Station + ` 48 ► Proposed Storm Sewer 1.00 - 2.00 POO NeChe� T E x A S van&NewnUam,LY I' Inc. � > 48" - > 2.00 Master Drainage Plan OA LEG CGMA NY 1 , 1W No hegn Sheet: B1.+ F �� � BROUSSARU RB _ � T W r -- ---_- AY• t Ar -�! .,• ■.. ,Y r_ J s _ .. �< R ikl�-Ihl WO P Z� m" to '� 1�p2 H� M T L' (c0 7 ■ 1000 a 1.40 T _ ' q pT x hq�` �O c + •p'�i:`�iG:s+^-.&i.-il : �' �: 'i : h'5-4:.L..0.i 1 -l:lJA in: ;iffm iA� t: ii:, v kR4"Imi o -' Y _ 9 SouthermSheet: B-8 — m Location Map Legend Sheet H-4 vsaol �J o soo 0 Parcel Boundary Existing Ponding Extents ®Project Area Ponding Proposed 25-YR Ponding Feet Watershed Boundary (NHD) Existing Open Channels L Proposed Basin ftsd Depth( ) ti' mans Scale: 1 Inch = 500 Feet r, Existing Basin Existing Storm Sewer PID Proposed Channel Improvement 0.25 - 0.50 0.50 - 1.00 B EAU MO N T Lockwood, Andrews * � Existing Lift Station 0. < 48 ► Proposed Storm Sewer 1.00 - 2.00 T E X A S imn & Newnam Inc. � > 48„ > 2.00 Master Drainage Plan P.FtNOGb- A LLO A UALY C0MVA-N� a>r �} :_ +'bar- x•w-. 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A LLO A DALY COMI'ANY a r •f. r `*II. . �'�r.�, wA r=. 1.'�y•' -. + - A1s -•y`f + � . �r .-'S -All, a � G _ sout Legend F_ Parcel Boundary Existing Ponding Extents ®Project Area Watershed Boundary (NHD) Existing Open Channels L Proposed Basin Existing Basin Existing Storm Sewer P Proposed Channel Improvement Existing Lift Station t < 48++==IMEM > 48„ ► Proposed Storm Sewer Proposed Ponding Depth (ft) 0.25 - 0.50 0.50 - 1.00 1.00 - 2.00 - > 2.00 �'.. 1. .''�' • fit. Sheet H-7 Proposed 25-YR Ponding BEAUMONT T E X A 5 Master Drainage Plan L -L ❑A - - ��tt''nVlt:,.;:rt; r�i�c::r.r •-�es•.,•..��.:: tcsvq srw '!3F"`...'•r='; t->�-:il;ih•t .•r:f?' - ..n .,. .'i.• +, •1it 1. '� �,}•ii il^ �• , 'moo j. 4 [`�`t.•, F..•yy 42, 4•� };• I � 1 �L.. 1• t�11. Y�,�ttp ,-'1�'Y�i'i�;'''A .,i. V'I 1�'' •l� •�.>jly ;O ?Y r ,~ ,. .' 'I' '� ! {'t35H �' �. j14 `I�!•.i • - . 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Proposed Channel Improvement 0.50 - 1.00 6 EAU MO N T Lockwood, Andrews * Existing Lift Station + ` 48 ► Proposed Storm Sewer 1.00 - 2.00 T E x A 5 L � &Newnam,Inc. > 48" — > 2.00 Master Drainage Plan P 6It Nbclle� A LEG A UALY CGMI'A NY r a t`4. .54 4 low ' 7 e pl � -7 "ir"�• F .i•'�,r' r f� L�4ti �,� ;Ai.,,�_ �j � � � e.e.i � ■ � - ��S_+ fir, 1$�_- �• � 1 i �t� s - L i'�t �_� � . , t r ti� � - �Ts y • T i x y � •7 �LL �yLy ram. r �. Ak , } '^• J y y'' � y > ' is V y.. r ,r�• t} - i .� 6' T✓ 7-1 r (r { ' T _ } `• 7fr� r wjj �1 ;• n f_ �` Ma .y+iF �'�'' p fir;/y] s � • � i� � . `� r l:'ga. , �:✓ ".r�.�: d� L�. ,r• �� �, ,, � �' 1 s` ��'� � ,`a • ' ,i.. C � bra, ' + �. ^ �' l Pei lip . 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O F_ Parcel Boundary Existing Ponding Extents Project Area Proposed Ponding Vida! 0 500 Depth (ft) Proposed 25-YR Ponding Mont MM06iiiiiii@ Feet Watershed Boundary (NHD) — Existing Open Channels L Proposed Basin 0.25-0.50 Scale: 1 Inch = 500 Feet Existing Basin Existing Storm Sewer Proposed Channel Improvement 0.50-1.00 BEAU MONT < 48" _T E X A S o Andrews Existing Lift Station Ill Proposed Storm Sewer 1.00-2.00 Lockwood, 48" > 2.00 Master Drainage Plan Newriarn, Inc. mmlm� > imn & A LLO A DAILY COMI'ANY •��t . �- of _ L s,-,�:�'�:";1y'�_e�r _ ;ei':'� � y 'rr � �•.s z f+�r•r ^ f ^ - ,; ' � . .- i�4+ r _. r•r d � _ � �^t..: ` .,•. 3• q• �"' n `�'• < ` ' "� Y ;' t Northern,,Syheet:B= �' �f:•la. 1 �� • ;,. ]J.i'_ _' -f-'*~ . a.._^•T_ .-ice- •t.yY •'(•4� -art. �'• r 4 . •�'.4.• �1. J • 11+"�E! i ! 1 C �..- _ i• erV ..• Kr 5 i /_ ` w. - 'r--. ��LL ♦ Vr rr 'ra. T k' �:. s _.;4 ►3'+ - ,s • �x! `r r .! •r; _ '•,! .,. ' 4 ,L { '1� r - '� •Lahr �,: r ' •j �'; �';'•;�.- "� `. :4� `allr. •'.. 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' �•• ,, ' Location Map Legend 0 Sheet H-12 Parcel Boundary Existing Ponding Extents ®Project Area Proposed Ponding proposed 25-YR Ponding �� L �� � o soo p ( ) Feet Watershed Boundary (NHD) Existing Open Channels L Proposed Basin Scale: 1 Inch = 500 Feet Existing Basin Existing Storm Sewer Proposed Channel Improvement 0.0.2525 - 1.5- 0.0 0 6 EAU MC3 N T Lockwood, Andrews * Existing Lift Station + ` 48 ► Proposed Storm Sewer 1.00 - 2.00 T E x A S L � &Newnam,Inc. > 48" - > 2.00 Master Drainage Plan OPt Nbc}l� A LEG A UALY CGMI,A NY - _ Northern Sheet B-8 "} ;� - t=• � � ti�,. �1D.� � I . I... r ir�,�t '+� j - r .- ' _ .�. ti p r r ki +a }� 44 • --- �_ � � � � �.� � ■ oef , r;_�J �, r. :.. •, Jr - �•• ,� � �; IL ■ /� ► LLL - - CLP188 OAKS _ _ - - '1 r,'jV-•' Y. 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L•' � — `—: _ —� ----� �' �� ,� K j III f `� �- ^1� � �� i. ?- +l±�0-- SPURLOCK RD ■ r• to y � III � y' i � .� •{ � • � 'I� f. �.s f' -ooa-B 004'A Southern_ Location Map Legend 0 Sheet H-14 F Parcel Boundary Existing Ponding Extents ®Project Area Proposed Ponding proposed 25-YR Ponding Feet Watershed Boundary (NHD) Existing Open Channels L Proposed Basin �p;�l11Ti C1111 Scale: 1 Inch = 500 Feet Existing Basin Existing Storm Sewer Proposed Channel Improvement 0.25 - 0.50 48 rr 0.50-1.00 BEAUMONT vanLockwood, Andrew$ * Existing Lift Station + ` ► Proposed Storm Sewer 1.00 - 2.00 T E X A 5 & Newnam Inc. � > 48" PortNec+tes A LLO A DALY LOMI'ANY � > 2.00 Master Drainage Plan ��;F p !+r .. �.•ry � y�e. . ," . - � _ : K ;:.R•,=�•. j�•. 3 I, �lT �- _ .- r =!� s `IiK �` NortMirf%heet`�8-10 -'.i• ,'.G'i^ ■ ; �''1� g0 �y R NG N . : C 1•• •.F. r •+kL 15" ..+_ N ' R t - i w •M + _ t 9� `�•` '; _l_ ASUN_BIR07LN 15" c e� GEOR { �` <y—. 3 24"..w gyp► 18.. -LINDA LN r r i m►-;"i r �` ..�.wo WIL�IS L•N _r,.-+sr _y�'v, .•.rr , _ V-7- t � •� _ y mod., r.. + l • •� ' •.�. 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I R _ i 1 Southern Sheet: B-24 r• - __ HWY 105 T AV Lt is 0,0 f a � v Location Map Parcel Boundary Legend Existing Ponding Extents ®Project Area Ponding e Sheet H-18 proposed 25-YR Ponding I0 4 Feet Watershed Boundary (NHD) Existing Open Channels L Proposed Basin Depth thsft � nPaunulnr Scale: 1 Inch = 500 Feet Existing Basin Existing Storm Sewer Proposed Channel Improvement 0.25 - 0.50 0.50 - 1.00 6 EAU MO N T ! Lockwood, Andrews ood,Inc. * Existing Lift Station + ` 48 ► Proposed Storm Sewer 1.00 - 2.00 T E 7C A 5 �y � &Nk Va �> 48„ - > 2.00 Master Drainage Plan Of POO Necfl- A LL[) .A DAL1' C Q M PA YY t �„yyrr,rr 1004=8 _.^ - f- _ _- r_ .-' " -. -•- - - - 1 ]pp :.•. 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'� •-124„'.. 36' '36" 36 15 c 15" 18" 75•• •15" •N9�8:- � mJJOYCE LN ^� 78"r N SHEILA LN -1 1. ri- 36" 1 �r,,1 1004 F_ 4401 .. hag ` �a-` - • jF 00 •- - = a a I f / ppo 26 - 3 2113 Southern Sheet: B-25 �► Location Map Legend Sheet H-19 F Parcel Boundary Existing Ponding Extents ®Project Area Proposed Ponding ALAS - — �� �>� 0 500 Depth (ft) Proposed 25-YR Ponding Feet Watershed Boundary (NHD) Existing Open Channels Proposed Basin Mont 0.25 - 0.50 Scale: 1 Inch = 500 Feet Existing Basin Existing Storm Sewer Proposed Channel Improvement -. 0.50-1.00 BEAUMONT ram_ Lockwood, Andrews * Existing Lift Station + ` 48 ► Proposed Storm Sewer 1.00 - 2.00 r T E X m 5 r' t & Newnam, Inc. > 48" F01t N9Cit6S van^ LLCI A DALY LOMI'ANY � > 2.00 Master Drainage Plan A a 4; ^` :� ,�1 � 3+'1 , �15`� ,1 ° /�' *'S • � , �: 1q ..i x R� +ti � •�e,, ?v R" �` /� ` � � � � �i • o #;, AUAAVE tF + �Fy �- OPS�N •� , s�� � - / *• � ti �r_ � , ��* • - 15"r� e� �. � 6:;�+� _ - � - ?q,. 36„ L �J VE i . J.A. 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I` • w i _ � r � IS - P�' Southern Sheet: B-26 123-A4 „- a Location Map Legend Sheet H-20 �r Lake i 0 0 500 Parcel Boundary Existing Ponding Extents ®Project Area Proposed Ponding proposed 25-YR Ponding Feet Watershed Boundary (NHD) Existing Open Channels L Proposed Basin ( ) :_ deattlnollt -1 Scale: 1 Inch = 500 Feet Existing Basin Existing Storm Sewer Proposed Channel Improvement 0.25 - 0.50 0.50 - 1.00 6 EAU MO N T Lpckwpad, Andrews * Existing Lift Station + ` 48 ► Proposed Storm Sewer 1.00 - 2.00 T E X A 5 van &Newnam,lnc. �> 4$" - > 2.00 Master Drainage Plan F c.[1 NBSIl•' [,I .A DALY L'[. A LLMPAYY v ADAAVE i Northern Sheet: B-16 " gDITMAN STJL d'~• •w — M 001-A2 �1 — m 001-A2 001-A Basin i o. I, � - �'� R m ► ■ OF 7F- 00:1- J 2E 2E z -r, • m R - .. .. i .v'1�.`•--:.- - .s. riL' ,t-_ • 4 G MINNER D,��: - r j10 ., ; � 2 KINGSWOOD UR ,� •%130 ` 2"' .v?., ,�A, 2a .. 2a•. _ +F`� • � � _ . '3�I . 1g„ 21 . �_ m r .A I 8•, P2' v ". 'x CT•-t 101* PERTH PL I..4,• 24 N rs{.�l• `i 2>'• �21" 1'8•• �5., ' t,.a 5 v2•, rn :�.Fr o I w y cG >78 QO. / d., eay� �� _ _v / ■}y t Y J-. ""' '' a j•'- �1115'�g• f sc y� - ` i - N (D 48 18i . l ^r ?y� ►� I i Yr - .1.I...a1. SURRY CIR 1n � ~ O:14 IA Y • 'a, • .: J y't ` .';';. m� Y' wit :,!4' w R •u N ! -- �48 ... q8„ *f •'S' • }'-+ 1'5"- r_ ^'� y y Vf F .... 4 4„ .. 1 .. y..'+ - �.. '45" O0 PIGADIL•LY L'N _ •p0. •i 4•F<� �' eM 8•• Lam• _ % cP; . Gl/ W � N$ c �•O �Ir�W v- -- _R � � '_ 1 . �ii i 4 . � � 'f � _ _t . a:�.� . - �� � i •j5,. ; .> ��•..f.. �+� ';1 - �Y'. � '�� -- � �_ 30" .Ir wu± 30" BETTES.LN •ti rt AQt � - � � W - -- -.. z- J.�j J S6 �AwO �% 48 R.• 48" ' ���ry LORILEE ST R. LORIL'EES�ST o' asp a•. � �' I'� F- 1r ,= ' � N � - �- ai.•. �I s; F.. pS, m, 48�� 0 �S.rya J sks•. . n're.a r b'18„4pg„„ ,s, p„ ' -4ti a�''•t • i .. - • —, F ��: -:mo.�w ;- ' a r �. f ''- BJLUlEBERRI(/LN s,•Y _ .�-, 1 E• 4L,RY°A5 LIe4p� - 7 ,_ .X - � - � - 6p.. 2'• �r V � N �.;. of 1$ ! - Y. - MCHALE ST b MAMILTON DRY, . I` � �S�S FX Fw xs ..-• - �o ;5��l�F 60'. 42•• .� R � �n ��. T . j S'rS S.� SMn o� �SrF•YF 5 X5 3 W ♦ �/ s� ,• 4 Is • a d I :► . it+� t 18.. ^ 18" `o- 2+T' 2� . . !yy S p 3' ` 6p,. ?'% �,t. '�a '► ,Vp w „' �a.. 30" m, ,. •,"f• �• S;r . �4sa XS, p; s%Y •a0 o�Y 3 • iu 36"''� �. ' " ` r - z :��k. �. ' 4 r 'HA�I � S�.S k - � _ ru (' • 3 � �1��99JJ'' � c - � m i� - pd- °�' . OFs �. Sq., ^qa s - 4?.. . 3p.. 3 ° ' __ .. • ..1 c 1y .� '�� '-•F.. .• S/AR+y y�,. 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C' + AtCCESS (P,RIVATE) a� 9�A� �`A.iFj-.. - 5outhern$heet: B-2'% Location Map Legend Sheet H-21 i F— Parcel Boundary Existing Ponding Extents ®Project Area Proposed De posed Ponding proposed 25-YR Ponding Feet Watershed Boundary (NHD) Existing Open Channels L Proposed Basin dBaumatlt 0.25 - 0.50 Scale: 1 Inch = 500 Feet Existing Basin Existing Storm Sewer P Proposed Channel Improvement 0.50 - 1.00 6 EAU MO N T II Lockwood, Andrews * Existing Lift Station + ` ► Proposed Storm Sewer 1.00 - 2.00 T E X A 5 van & Newnarn, Inc. mmm� > 48" — > 2.00 Master Drainage Plan OPOO Fd9Che� A LLO A DAILY COMI'ANY ♦ ■ ■�■�F -+'�s_ :•,`. -,-t �„ _� �•�,rrr�- - •�'.. .'.4� ktr CRY �, ♦ j/w�� 11T7 � ` �JL- - i�.'FR 1�_ -fir.. ti':4 _ _ ,am ���P ■ ' N AL ,7L _ CHARLES ST ...-• - , •1 .. �1 . qqq���..�{ N K �►� _ 3 M • 1 1 - ; r .i � � �}, F� i�F 4 .al•C!j' m .�'� "- 'i# r -IpD ..Y �. ��_. �[ �.ory h y lam:■ - �+ 3• N N 4 F N s k J�.. 41 90 — M . i LU LORILEE ST � p ■•^ 0 [ LL MCHALE ST-- i' a _ VAUGHN S7 e w OLL 1 , _ •* ; Y "Milkl ^_-■q�{ _-• C 48' 24 24" 24' ' bj.' .F � - ---S'c'"�� - ■ _ 1` �{-� 1gf�0" 24 �}`O �� .. f '} . r' r - *- • A� ... $ - - - - ti 30" °' �w 3.. To , .0 ,' r : ■ co 4 moo; .�- � � �- ■ :�-`��� ` y - ��,�+''�•. f2;4e'n24' �24 24 24 18 A R•. o w m r MONROE ST paw .p� _ • `T 24-- 4- 2,. 24 2 N A FAIRWAY ST c� LL r w II m z O- 4"-1--�' T_- ���� - 5S - � �"----� � - m o o J � �ai y 'L �E v'A .18" r. - kk 4 PPRYS z0 N y m , i�`� • d' 2mC *� L O m O aI N r�, TYLER ST ' I - AB,. 24• a TRINIDAD ST~. A -I Southern Sheet: B-28 �' m Location Map _ OLegend Sheet H-22 ff-F Parcel Boundary Existing Ponding Extents ®Project Area Proposed Ponding Depth (ft) Proposed 25-YR Ponding t� oMliiil soo Feet Watershed Boundary (NHD) Existing Open Channels L Proposed Basin - hTr*nt 0.25 - 0.50 -- Scale: 1 Inch = 500 Feet Existing Basin Existing Storm Sewer Proposed Channel Improvement 0.25 - 1.0 6 EAU MC3 N T _. —..�•I t G 48" T E X A S Lockwood, Andrews * Existing Lift Station Ill Proposed Storm Sewer 1.00 - 2.00 imn & Newnam Inc. > 48" O 1 > 2.00 Master Drainage Plan A LLO A DALY COMPANY Y. 4 V. t 4 *TSB I.- A. dip K1- f .4vr d& bit., A& L H .0 11NOt�76TSheet: 113- (P41V4re) 4 e Ak %S - -of t X 4 '0 44� IL M LU .11 97 -14 PATi 4 Location Map0 Legend Sheet H-23 Vidor 0 500 F— Parcel Boundary Existing Ponding Extents ®ProjectAreaProposed Ponding Proposed 25-YR Ponding wig Feet Watershed Boundary (NHD) Existing Open Channels L Proposed Basin Depth (ft) Scale: 1 Inch = 500 Feet Existing BasinExisting Storm ewer P Proposed Channel Improvement 0.25-0.50 0.50-1.00 BEAUMONT Lockwood,Andrews Existing Lift Station < 48" 1110- Proposed Storm Sewer 1.00-2.00 —T E X A S OF Inc. van &N() ewriam, mmm� > 48" > 2.00 Master Drainage Plan OF P., Nbch" A L L A DALY COMI'ANY Northern Sheet: B-18 1 1 w - II 4 • I I ; rf' � 10 �I•,I LM N (D m 7 U1 U1 N S i Vf M C W W .r - .4 �. ..� Vrt f � Southern Sheet: B-31 Location Map Legend Sheet H-24 « LAO 4 �N_ 0 500 � Parcel Boundary Existing Ponding Extents ®Project Area Proposed Ponding proposed 25-YR Ponding - � Feet Watershed Boundary (NHD) Existing Open Channels L Proposed Basin Depth i ) n aunu nr Scale: 1 Inch = 500 Feet Existing Basin Existing Storm Sewer IP Proposed Channel Improvement 0.25 - 0.50 0.50 - 1.00 6 EAU MO N T ! Lockwood, Andrews * Existing Lift Station + ` 48 ► Proposed Storm Sewer 1.00 - 2.00 T E 7C A 5 �y � &Newnam,Inc. Va � > 48" - > 2.00 Master Drainage Plan Of Port NBCfl- A LLO A DALY COMI'ANY r Northern Shee 114 ' .+ �I. k . 1000�A 1000-A '- AJ� - '• .- . - - - - - -- --- r W' 114 l 'e AP M IA 1+ M =r M fix W {i M iY A 4M., • A 1 •� S { I � M rJIN A IF _- 1st,. � — I -� A�► �4W ►Y''f }y � UYN-7R-1� J f 123 All .fi N sr+ + r ,i Jk Air �. �► - rell AF i� 44 f -�— - -.--- � _- r ;h - _ � is � rp ' ,. • � t 16 'a; � • r Location Map O 0 500 L Feet r- nea�lnlc�rll i Scale: 1 Inch = 500 Feet N r Va � &NeLockwood, Andrews ' & Newhanam,inc. IFPoft H9�ri C: A LLU A UALY CGMI'A Y' Southern Sheet: B-32 Legend F— Parcel Boundary Existing Ponding Extents ®Project Area Proposed Ponding Watershed Boundary (NHD) Existing Open Channels L Proposed Basin Depth (ft) Existing Basin Existing Storm Sewer F- Proposed Channel Improvement 0.25 - 0.50 0.50 - 1.00 Existing Lift Station ON. < 48 ► Proposed Storm Sewer 1.00 - 2.00 � > 48 > 2.00 HOMSARPOINTE ,,. Is% -1+-obi 0 x f o r a zr t ~. 'Amu !a , 11S •}I/: 30, - Sheet H-25 Proposed 25-YR Ponding ,.: t' , i I} L_AF ,��..�....: aI Northern Sheet- B-2 'B„ A r f F� '� "`� � /� � • •'� Ali ACCfSg .IPRIVATE).- _• '- �%-, •'s" Y• an y�,'. 1.g:• 18"18.. n 18" ooOM RD �� 2F•. - - 2F'' _r,p� �t ..m .�'_ o •R�` 78„ 36'-; /�.. ''� fie. .a'•.:: ��, .� 3. �i` ' .I. , ���. .1~t �. �. _ ,X .� �8'' ! `tip R -� c� I Xr O., �� '' s' hdS _ ° T " ? �v `� • 4 8s 'ti P,i(p\ "�•. r8 24'. 01 r0., 2 W •Qy ... 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'jam � •� �, � s��"� � �^" 1 ' b '.is l' ` y _ .•*tY%..-'� ..r I..�I..�� r _ ..I _�•�-y a rt 8 h ?> 1 NBR'ONINMG�DR _F 4 _ 5' 11515 NSTONE DR �. . . ��R ��'• 4.11 H� , -,,� - "• �F ..•-•:!.°'r•�1►t � ,r Ail'.�(L � .IpN _ {15 'A�T ST � -•e .." pp s•, y (PRIVATE): •r�P 21,�12 •� °ter• Y _wJ F'. 15" 'i - 'o { Southern Sheet B-34 21, tiA s• 2'°' m Location Map Legend Sheet H-27 i ' O F_ Parcel Boundary Existing Ponding Extents ®Project Area Proposed Ponding ° 500 Feet Watershed Boundary (NHD) Existing Open Channels Proposed Basin Depth (ft) Proposed 25-YR Ponding Scale: 1 Inch = 500 Feet Existing Basin Existing Storm Sewer Proposed Channel Improvement 0.0.2525 - - 0.1.50 0 6 EAU MO N T Lockwood, Andrews * Existing Lift Station + ` ► Proposed Storm Sewer 1.00 - 2.00 T E x A 5 van & Newnam, Inc. > 48" - > 2.00 Master Drainage Plan OPort N8G1, as A LLO A DALY COMI'ANY j R'A ■ 77 `' ` `� - F�+M� j.f Northern Sheet:�B-221 ■ y _ N _ _ PARRY ST *` tt Ali T � q..IOKIW WILSON ST■NPE e ■ - m F F A ..t w • w. lop FN &AX m 15,E �,t i y �sr ■ +, 12" ` 1a'� y 24,E "' _ 1 -�" P. r� ' + e\� 1 �i� �5,. 7 O OP [ 24" — FILLMORE ST `wow y ¢ �. _ tE\ ���777LLL 77Y N V `I 1vs �� �� IS �� 9L� �,a' t. i = _ - > _- z i' ' ,.� • < UONPNP — 5,.- LA SP.LLE ST - ... mo, in m mE a - 'dd 21 f j �r '� w �0 go#.. p _ , Q y ` N r JG�,PNP w t. w a 2H N, j . ■ m z m a r a . 1L t,� 15" 1a•• 24„ °o,� oT ► ,-_..'. � _ -- as.. �, aa" � as•• as•• da' . w •y BUCHANAN ST • 1s^ - 15" JEWIr3j GILL ST � 2G N i W h ► N- 0 1y 2 JF 0 'A JOHNSON ST w "'OR _ .�` , ��� < N LYyNW roD Or. JOHNSON ST ALBANY ST S Y .+t . !�. 1 < w y "tom - _ r �WALTON ST ■ y �� w a M ° W - - N ' • ^ _ h HAYES LN = Z.' 1$ J w n QJ. IIA (� ! i• -�_ ■ HAYES LN z 9 >r - ►.� w w .�, AD UTICA ST N ■ j - ' ■HYBROOK LN � y •. L-•~J N V . , T :+��' Y '�-~, HALE LN ■ m -SI I� .•iy �' tt O L1- l O y ° T m <°,P�! * Y -.. 54" 5a.. 551m''Syi�ro gym" ' :R^ , ->. 111. a z Olt t 60 60 $4 oa .,, ■ r ■ } Y r r. ,. r 1 ' .1 <2 y -: - _•- __ „ �A. 36" 0 9�5' LEIGHT ST ° r " bLl'A ' ■ . x _ i N to �: , j; Y fir' �'I i`a 4 To IVES ST �.. .1i •Y• 1y O - ' � � T � { • �yx. r. 'I' 1 R A - �.✓a OAKWOOD LN = ,. C .. 7 .r. 15• ��'•- } TAULINE ST mN� /� T;- t ►I{' .-_ ,.. +.. : e' Y TAFT STT t �} 11 N �# ^ �6;L EARLST /^ u~i Wll� �i 1 =}i I L. '�. .. '. • 2Gi 0 t ASHWOOD LN _ — O _ T N.'Aes. Y •' V - — I,, 'y ^ E L��f alk %L ' :. 5. z_ Y, N w r T J'_. -_ EARL ST 3 L. �. - r _ ►�� z i ti O - Will p�RIMROSE ST F t A'— L {'� ■ AL W O r — z 15.. -. ♦ ryb m —' �,' �.lyf a. f p .. ■ �`� - � I- � 1 S 7 pPLEWOOU LN 7 ?Y•, 'A ��: PRIMROSE ST y .'x • tl N ■ -. '� r r- i' COUSINS So "�. .i K-s �,� {{ �^� -7R PRINCE ` - Southern Sheet: B-'45 - "' I + 18" ts'z._ �_ -! _.,- .' 1 c ',� �a 24" 18 - POPE ST' Location Map Legend Sheet H-28 O F_ Parcel Boundary Existing Ponding Extents ®Project Area Proposed Ponding .x Lake Vlricr 0 500 Depth (ft) Proposed 25-YR Ponding Feet Watershed Boundary (NHD) Existing Open Channels L Proposed Basin r- nP7hlllnont 0.25 - 0.50 r Scale: 1 Inch = 500 Feet Existing Basin Existing Storm Sewer IP Proposed Channel Improvement 0.50 - 1.00 6 EAU MO N T �F-_ - Lockwood, Andrews * Existing Lift Station + ` 48 ► Proposed Storm Sewer 1.00 - 2.00 T E 7C A 5 r -- van & Newnern, Inc. > 48" Q . > 2.00 Master Drainage Plan � Pcrl l'd-; he': A LEO A DAILY COMPANY I I JD� • 2�T - �T.6- 0 0 E ST MKI IN 4.1w 0% 3 'Northern Sheet: B-23, hA 4 48! .ari1 P0 ARE ir W M 44 M 30" I�D .1301; 30 41 Ln LU % ip... �18 90 -A M-4s r Vo 0 HILL ST• F 0 z AV S2 AL rr 7272 72"' 5" " Zo 72 0 J, r hi AJ 74-• A117 0­E'IDELAWARE 4V 1P ;S - he V- 0 Location Map Legend Sheet H-29 x Like Project Area Proposed Ponding VIdor 0 500 F Parcel Boundary Existing Ponding Extents Eu. Depth (ft) Proposed 25-YR Ponding Feet Watershed Boundary (NHD) — Existing Open Channels L Proposed Basin :zl-lt 0.25-0.50 ��gm Proposed Channel Improvement 1."r 1,A.,&; Scale: 1 Inch 500 Feet Existing Basin Existing Storm Sewer IP 0.50-1.00 BEAUMONT " — Lockwood, Andrew$ Existing Lift Station < 4810- Proposed Storm Sewer 1.00-2.00 T E X A S OF L&Newnam,inc. mmm� — > 48" > 2.00 Master Drainage Plan P rt Nechas an A LLO A DALY COMPANY 4hern.Sherot:iB- 40 3 -7� �� y ■ ; - .GENTRY RD — — — fii M * 11 s�— �. I LU L �[ Gl MOORE RD i _ --_ ( `�� r �R ��'• �.•rr _ - _ _ - i.41 I r : o49 N l Southern Sheet: B-37 _ Location Map Legend 1. Sheet H-30 i Parcel Boundary Existing Ponding Extents ®Project Area Depthsft Ponding proposed 25-YR Ponding u Lake V .. � . - .. ❑F 0 500 ( ) Feet Watershed Boundary (NHD) Existing Open Channels Proposed Basin -�Gtnont 0.25 - 0.50 t - . Scale: 1 Inch = 500 Feet Existing Basin Existing Storm Sewer Proposed Channel Improvement 0.50 - 1.00 6 EAU Nl C3 N T f—� _ Lockwood, Andrew$ * Existing Lift Station + ` 48 ► Proposed Storm Sewer 1.00 - 2.00 T E 7C A 5 r t & Newnam, Inc. mmm� > 48" > 2.00 Master Drainage Plan OPort Neches Lan ALL�.' Aunir cuMP. YY Northern Sheet: _24 �if _a L �. N W . - -. .: i.�:'' ..^„i,,,:,,..,r•w4xrw '4a.:+.. ..:.rw ti"'^: i'.: �Fsar• ' L � I f zAt f P. �.� AN Southern Sheet: B-38 Location Map 0Legend Sheet H-31 o soo Parcel Boundary Existing Ponding Extents ®Project Area Proposed (se)d Ponding proposed 25-YR Ponding Feet Watershed Boundary (NHD) Existing Open Channels L Proposed Basin Depth ❑aat�inont 0.25 - 0.50 Scale: 1 Inch = 500 Feet Existing Basin Existing Storm Sewer Proposed Channel Improvement 0.50 - 1.00 6 EAU MO N T t < 4811 Lockwood, Andrews * Existing Lift Station ► Proposed Storm Sewer 1.00 - 2.00 T E X A 5 &Newnern,Inc. > 48" - > 2.00 Master Drainage Plan van A LEO A DALY COMPANY .. t o T ° m ,may, _ - • ?• � o 44 fD j .. • 3 .f'' ra �. .� i y. ,. ; —.—!POLYY D,It _ R � a . l I ' 202E .. _ I ■ + + 2.022E _ 4 { � oc 1 I 202E ' w h^ Southern Sheet: B-39 Location Map Legend Sheet H-32 O F Parcel Boundary Existing Ponding Extents ®Project Area Proposed Ponding a Like �y V[Gor 0 500 Depth (ft) Proposed 25-YR Ponding MIIIIiiiiiiiiia Feet Watershed Boundary (NHD) Existing Open Channels L Proposed Basin ' neaiyinolt Scale: 1 Inch = 500 Feet Existing Basin Existing Storm Sewer Proposed Channel Improvement 0.25 - 0.0 0.25- 1.50 6 EAU MC3 N T ` Lockwood, Andrew$ * Existing Lift Station + ` 48 ► Proposed Storm Sewer 1.00 - 2.00 T E 7C A 5 �y Va � &Newnam,Inc. �> 48" - > 2.00 Master Drainage Plan Of POO N9Cfl A LL[) .A DAL1' C Q M PA YY •� 15 MILTON DR in W PARK LN � •• v '• ini iIy�r .Northern Sheet: B-27 _ �:::r ,. ,1ti -��% - N N...l ,. -/ �' ..' .:y i . 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AUSTIN ST L 1 •� i1`: ' ; :_"_ — r� - 'SPINULEdOOr-- �f. r .�y�,. 15" a iF 15., 48.. r - • Y�yr, F } pOLLINGER RUB J' .X` :i , . SO., �J 15„ Z MARITIME ST '. CALDWELLAVE 30,. 24•' y . ' • �, . i ti N • 42" f TOECOARD N za'• 1g" i - Southern Sheet: B-42 i � N Location Map 0� Sheet H-35 Parcel Boundary Existing Ponding Extents ®Project Area Proposed Ponding proposed 25-YR Ponding �anl 0 50o Depth( ) Feet Watershed Boundary (NHD) Existing Open Channels L Proposed Basin Scale: 1 Inch = 500 Feet Existing Basin Existing Storm Sewer Proposed Channel Improvement 0.25 - 0.0 0 6 EAU �1C3 N T Lockwood, Andrew$ * Existing Lift Station + ` 0.25 - 1.5► Proposed Storm Sewer 1.00 - 2.00 T E X A 5 van & Newinarn, Inc. > 48" - > 2.00 Master Drainage Plan I, F- .It Neches A LLO A UALY CONIVANY ,�uVP o� �,y,5 � •. S . i ' "• 18" ��5 fw. F J �l aj .. r --- R' ter' y� � :.�.1' �?�' .:,�..• aF `-�*! 1.�-YY;> �k.. J �� .� � ` .J �� r• t n�s i` � •� i�.E 4� 41 . 1g"�-'r ' M r,5; .E'.P M:STY� _ � j• fr .y/ � � + '-r"�q•H Y,�y.� ��'•� •_.f ..�! '. x •.�� � ;}1 i � R l� a ■ ;S ! j � ■ n S' : r. ' ire !� E COTTONWOOD ST ---' �� ��. .. _.. 3. --15" � r7E -.- t� ••;��•-�- fix, } _f�F`,�F •ems 15" u' ;' ��'I' r 9r� 7 T MUELLER ST -�� 6�,a iF �r•`,; {• ,;t' W. P - ry NA \ 24• Al �• $Y ¢ � ` �9.r �i.. ,1 of iFr � _ � .. � '�.r s,T.+� it '�. • .�1.,; "�""�5 � �{� �a. 18„ .A F R j ,j. }.. - }::'�' f E r��r.:- - ' ri 'Az L `•1 ls.. 4k- '*(PRIVATE) MAGNOLIA CEMETERY -- T.�.7� , ,r- •, r '�1 3'x2' ^ 7e. A8 i Z J S .. MARINA DR •4 NSF P$S � • �E\.MS-.- $S IP IPA �:. NEW m �3 -- PEACH ST c •• ' Southern Sheet: B-43 Location Map 0Legend Sheet H-36 Parcel Boundary Existing Ponding Extents ®Project Area Proposed Ponding proposed 25-YR Ponding Feet Watershed Boundary (NHD) Existing Open Channels L Proposed Basin ne -glnlo l,T 0.25 - 0.50 i. Scale: 1 Inch = 500 Feet Existing Basin Existing Storm Sewer Proposed Channel Improvement 0.50 - 1.00 6 EAU MO N T Lockwood, Andrew$ * Existing Lift Station + ` 48 ► Proposed Storm Sewer 1.00 - 2.00 T E X A S J► Lan&Newnam,Inc. � > 48" - > 2.00 Master Drainage Plan OPort Necfle� A LLO A DALY COMI'ANY Northern Sheet: B-30 , 40 ti 40 �M1 ANA } i ■. Zia � � �+� i � {e., _ 3Lk - • ; I 00 - m y-. �,, •4 r- 7 Al Aui H 1 / t r . o r J � f 4K r Southern Sheet: B-44 '� ■ _ Location Map Legend Sheet H-37 i F Parcel Boundary Existing Ponding Extents ®Project Area Proposed posed Ponding proposed 25-YR Ponding .Ir Lake N_ :yr��pF 0 500 th ( ) Feet Watershed Boundary (NHD) Existing Open Channels L Proposed Basin p �'aal'moft Scale: 1 Inch = 500 Feet Existing Basin Existing Storm Sewer Proposed Channel Improvement 0.25 - 0.50 0.50-1.00 BEAUMONT Lockwood, Andrew$ * Existing Lift Station + ` 48 ► Proposed Storm Sewer 1.00 - 2.00 T E X A S OF imn &NewrlInc. � > 48" - > 2.00 Master Drainage Plan Of POO Ky101e`+ A LLO A DALY CGMI'ANY i _ ,. .sAl:•ar:vw►++sue w�c!'n"l�.�v��� L r0 r Northern Sheet: B-31 r 1* C L M W JR A S i Southern Sheet:a6-45 T Location Map Legend Sheet H-38 r Parcel Boundary Existing Ponding Extents ®Project Area Proposed Ponding Proposed 25-YR POndln Lake .'� .�p� 0 500 Depth (ft) p g — ` Feet Watershed Boundary (NHD) Existing Open Channels L Proposed Basin a: aiimont 0.25 - 0.50 Scale: 1 Inch = 500 Feet Existing Basin Existing Storm Sewer Proposed Channel Improvement 0.50 - 1.00 6 EAU MO N T ~ � Lockwood,G AAndrewS * Existing Lift Station + ` 48 ► Proposed Storm Sewer 1.00 - 2.00 T E X A 5 L � &Newnam,Fnc. > 48" - > 2.00 Master Drainage Plan O orA LLUALY CGMI'A Nv Pt Neches J! - 2q.;; � Northern Sheet: B-33 �, 1,8„ 15" TANG�n'�LL� �O . t • fir•- + ,. r' .y� • . �- 3 f3o, � �`'� �: Asa •ice ��c _ 2g•. � ��,- *� 24•, ,� r� STFRA �. � 18 15 f ly ,Qr., ,.� _ MADISON=RIDGE °e 18•' S � � � "�'. . 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S:X$• �• �'" ' .. -. - _ „�S Y ;�' I �� i '�� '-i - I 1C`� ' �° v�i �. 1"I G 15..• ` NORTH 5T. _15„ � ?4" 24"� 15" 15 N EL•INT�O• N 5T -Ah N ..s '.'L •`"'t, - fr` s M c" �iS•'I {s '^• .� -; ` -f J ! - - s . .1;b .2 - w •�. H•-" ��` „ I� _t 'I SCOTOH � .� fi..- - ��- • �- -+ +� Soufh`ern�Sheet: B-48` � Ms•xs' � _ Location Map Legend Sheet H-41 O Parcel Boundary Existing Ponding Extents ®Project Area Proposed Ponding .ir Lake by Vldrsr 0 500 Depth (ft) Proposed 25-YR Ponding Mqiiiiiiiiiii Feet Watershed Boundary (NHD) Existing Open Channels L Proposed Basin Jr- �ealimorrt 50 Scale: 1 Inch = 500 Feet Existing Basin Existing Storm Sewer IP Proposed Channel Improvement 0.- . 0.50 -1.00 6EAUNlC3NT r'! cAndrews * Existing Lift Station + ` 48 ► Proposed Storm Sewer 1.00 - 2.00 T E X A 5 van&ALo,N,e.kwwAn,,,fo1Amd,,, Inc. � > 48" Q> 2.00 Master Drainage Plan f Poft NeCh es COMPn Nv CNq�rtler&Sheet: B=35 �; 11]'• ao ,.. 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F ,• -� ta�IA'wn�, 18 t Y21•• .y��: 18• ems- �.8., _ N 15" ^ in J - 30' • in 36" .1,8. N a �s� • ,. I al'. -1' •. - _ ` r, Jy _ _ �— Lam. '�'/r M • 2 • 1 _ 24" 2a" vy i L �" X � � .e ••�.e15'. - , I I;•� y 4 ,� �_ ��A �1 15„ '._Y T7 .. ,'�d, " � .0 •,.. - -HAZEL AVE *r N ^5 4q. !1 r�i'. I- -a .18., •i - 15 'n r .� s l �. i 13' . _ - a �y .h. y� � 15" ^ � 18 ^y H .r.D . 1 �. . � � •` _ -- �, a ,t m� e ` � ems. 15' a n 15" 15'`r• <*.. 1n m 8' :i .. r� }: SM1ifi' ^ � .r `� � � r -- X •�t 'I �15•• N �, _- ,c � _ X q 5" I sat. � , .�.-� ; .q • I{{. y -J - �1.y r n [.: � 15„ - ` co 12'i in--"�-r•.� N. _ ire N N tr ^y � •' � ` � Y • �` �, ~ ` �} 18 - .�_ N - i +•�-i � •� _ - x -t. ,.� r.s - 1,g" o � � .tiJ .� I 98,: � 18 _- - bo IAba•r- ._ 18" 1" 1" 1` 15'� '! - v 19r. 15" NORTH ST 1 55 �° �e '{r• � X '-rl ►I - 30•• o `30" 39" _ 18., - �_ ., �R��� '- � �: �., _ -4 —�g,. 15 . 2•• - ora 10 24" 30"1.8.. 30" : 30"18.. 30" 18•• 3g• m 21'• 21" N 1'8 `° ` _• r X - - - . 2,1.''�� �' to ' 15:.. - ^ L�'rI. 15" 15" °� .- Ili. N%RogA _ s i? N r ' 30•. 24" in ^.py' 0 i� w I• �/ - + IT'S �� a 18" 30" `n -';,,�,•- in L _J•� 15 I N 1 f ri - l MCFAUOIN AVE �` ^ - - ~ . _ •gym e 1g., 78 14'X10' 18" .n u ■. �„ - .. ^vr . :�� _tA"! } N 7 1�8.. 18" N X10' 14'X10' 18" NSA . 14' L m - .-� { 14'X10';r, - cc 15" it A .�, ao N ■ N ,- ... - „• - }� a "' 1s" Southern Sheet: B-49'6 14'X10' 14'X10' 14'X10' �118" 14X10' �1� r c N 1 Location Map Legend r.. Sheet H-42 t Parcel Boundary Existing Ponding Extents Project Area Depthsft Ponding a Like proposed 25-YR Ponding _ ❑I 0 500 ( ) Feet Watershed Boundary (NHD) Existing Open Channels Proposed Basin �itnont 0.25 - 0.50 Scale: 11nch = 500 Feet Existing Basin Existing Storm Sewer Proposed Channel Improvement 0.50 - 1.00 6 EAU NlC3 N T Lockwood, Andrews * Existing Lift Station + ` 48 10-Proposed Storm Sewer 1.00 - 2.00 T E 7C A 5 �OF van&Newnem,Inc. > 48" > 2.00 Master Drainage Plan oport Nech as A LEO A OALY COMPANY i 1 f71~ f S i ST CHARLES __ - �. ,+ �I if it y N B-3 � orlthern-Sheet: 6iY _ M � 'Aj — �J p 'j►Sd� B lO ) _ - - w .. _ ,e �p CATALPA ST Y .J�� 1 - - -4I.'. OD 7•S Z.5'X8' �7 5'X6�w 7.5'X8' 24"24" .M J.—.2a� PINE ST T1 ♦[ � �•� 4 VA IH 10 E r "� y ' LT - ■ @FF w `7 ,� �OP�/NTF �H 10 E RAMP �• -��. ��. 8.:�- cygt'�1A7� yr i'q 1. MA NsrgTF to 4*7 LOUISIANA ST v; .- :i---rv,� IH IO E RAMP - - if�- 18" 18.. T. �` m v; 2 S. IH 70 E RAMP , .. __ —mpg - io —�� ll�+y� r RAMP - o.... - - - I 1.. } P w r • J. - m - `�3 M10E 6'X6'A�1 _ _-.. �•. ,-ti' kR 18' - it r [ �1 - - 0 21" = 18. 18 ro GLADYS AVE %. 6� ry d •y r 18 Ilr. , ro 24' 24"LSY+.'.�.R- 18"I _ r r-`o"':+� 'oW 24.. \N 10 �Ptf� , . 60 - 18" .. � EVALON AVE i4 18 EVALON AVE L' A' ro 36" M ro 12 12 4 18" �' S. "'.•`„ MILLER S7Ft - fi ]'1tI�. z _ y 18" w 15„ . w F 1.404 ASHLEYAVE- 10 (D i ) 7.5'XS'_7.5'XS' 7!5'X5' 12.. 8'X7.5' Z2•• ''r S "' i V �,' 7.5'X5' ^ 7.5'X5' q S 8'XS' a (D °': 60.. ,i 5 5'X7.5' .���}�^h S., LONG AVE Go- O 41 ' In N - LLJ 15" ' w 3 8" 12" 15' 18" 12.. 12" - 12" a \ 18 18.. HARRISON AVE N� ry •�?: ^r ^t1• - M.• ~ �n 18"c 15" 12 N N z a 1� -{ HAZEL-AVE ���2� ti 12 _ _ ems• 15 15 15� 12" N; 1i]' HAZEL AVE " I i- � 1 �� ❑ r 44 Z _ 1� 18" ` 71�. 'II 18 4'X3' 4'X3' M �� in 18" ro 4'X3' 4'X3' ro �• -..—. :•.. 18„ 10'X5' �_ 10'X5' 4'.X3'- yn 18•. 10'X5' m �*� °'� w- i�,. - 4,X3r. .. 4 XT 12'. if Wn 1- 12"' '` _ �'L' ._.-- NORTH ST riR_ rN �CMAGAZINE•ST'! N N A �,�. ., . :a 'i 1 �N N 18.N ;.I� 1 �P �� N m} II, �' '• Y. _ 3.10'X10' 18" ro co 12 1$ 8.. _ .ioo>w� a _ 12" k,�-•r-�'��" m- _ n ..4 ELIZABETH ST ' N Z O Vq Y • rJ ` 3-10'X10' 24' �� r - 18„ 18" 310'X10' 3-10j�:^�+-fro- 18„ 3-10'X10' - 181, 3-10'X�0'X10' - iv ro .. M A MULBERR 0. a• ���� s Jc . T • _� `'i ro +- V � � � � 'v - Za,. �2•,- I N � � N � j 1- -,_ `` lgrr ?QN 2y, BROADWAV ST jY- SOULileI'1'1 Sh22t: B=.SO9•,; b� A8'' 18'• 48" 48" Ad''•. 48" ag' �? 's Location Map Legend I Sheet H-43 ti Lake Vldar 0 500 F_ Parcel Boundary Existing Ponding Extents ®Project Area Proposed (se)d Ponding proposed 25-YR Ponding .x � ��- � Feet Watershed Boundary (NHD) Existing Open Channels L Proposed Basin Depth r••--eaumont 0.25 - 0.50 Scale: 1 Inch = 500 Feet Existing Basin Existing Storm Sewer Proposed Channel Improvement 0.50 - 1.00 6 EAU MO N T z! Lockwood, Andrews * Existing Lift Station + ` 48 ► Proposed Storm Sewer 1.00 - 2.00 T E X A 5 ,01 - van&Newnem,Inc. > 48" - > 2.00 Master Drainage Plan OE POO NbC}le5 A LEO A DALY COMPANY Ao ' i � Northern Sheet;aB 37 1W %k 40 r fi �f r J4 lk O, C ' Al AV 41 JW 40 .� to V, 3r 7 14 .r tij IFe [ 4 'moo 41°1 • .� fIF ro . , i� ��. E :.2,. - p a U. 0 1. : `�� �'r'1t` �_ - -+ •� .tom ^ Ap 00 If Of r5 - Southern Sheet: 9-52 Location Map Legend 0 Sheet H-44 F Parcel Boundary Existing Ponding Extents ®Project Area Proposed Ponding 1 Depth ft Proposed 25-YR Ponding .� like � _4 ��_—. � 0 500 p ( ) �r Feet Boundary ) 9 P p f.-..- Watershed Bounda NHD Existing Open Channels Proposed Basin ' mont 0.25 - 0.50 Scale: 1 Inch = 500 Feet Existing Basin Existing Storm Sewer EP Proposed Channel Improvement 0.50 - 1.00 6 EAU MO N T r_ Lockwood, Andrews * Existing Lift Station + ` 48 IllProposed Storm Sewer 1.00 - 2.00 T E 7C A 5 �r van &Newnam,Inc. �> 48" > 2.00 Master Drainage Plan Oport Neches A LLO A UALY CGMI'ANY �� �' •���: ICI � � `•.e , i ` a 20p � 1 i I� I ri. m rt Z ro � rt xA '� A A ply i y Ali L4N A 4 r I.. GlD SOAR CgkE RQ Location Map .0 L s _ Vldcr 0 500 Feet -neaumant W Scale: 1 Inch = 500 Feet II mn &NeLockwood, Andrews �: � � & NewhanaInc.m, � Port N9C}i C5 A LLU A UALY CGMI'A Y' Northern Sheet: 13-38- a L • I � P� A 4 1� � * K r � � ► , N • v m s c I ] r L Uw 20o r r A �_. �A Legend 0 Parcel Boundary Existing Ponding Extents ®Project Area Proposed Ponding Watershed Boundary (NHD) Existing Open Channels Proposed Basin Depth (ft) r, Existing Basin Existing Storm Sewer Proposed Channel Improvement 0.25 - - 0.50 0.25 1.0 Existing Lift Station IN. < 48„ ► Proposed Storm Sewer 1.00 - 2.00 > 2.00 - 01 Sheet H-45 Proposed 25-YR Ponding BEAUMONT T E X A 5 Master Drainage Plan i� - 1! =IMF � = -C• !NM 5„'� e 24"y a . ? sr„� 15 15'• w15" 21' r a � � 1� ! 1 � 48 21" r. 'j.� n �S,k c. , OOR., r � .- -- ' ► - - - --18". �E'1 - �- - _ - - 1 7S•, 1.5"• . 18" !i s; 15"4 r' ?QOsvl,, _ �/�. 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NOLLYW OO sT �, - 15'• Southern Sheet: B-57 Location Map Legend Sheet H-49 is O Parcel Boundary Existing Ponding Extents ®Project Area Proposed Ponding a Lake ��•-1f(Gor 0 500 Depth (ft) Proposed 25-YR Ponding Feet Watershed Boundary (NHD) Existing Open Channels L Proposed Basin eseailmont Scale: 1 Inch = 500 Feet Existing Basin Existing Storm Sewer Proposed Channel Improvement 0.0.50 2525 - - 0.1.50 0 6 EAU MO N T Lockwood, Andrew$ * Existing Lift Station + ` 48 ► Proposed Storm Sewer 1.00 - 2.00 T E x A 5 van & Newnarn, Inc. > 48" > 2.00 Master Drainage Plan Qport NaOles n LLU .1 DALr C Q M v, YY T �2 Northern Sheet: B-A41 1% 5' 36" 136" 5,0.5' 4 I 2 TXT ro A" TXT 4" 0, 4 58" I T­J ­9 8 4 L lie 12" 0 z 0 1 41- -1-It- — i 36" 36" 36"36" liLA 78 .A18„ 15" 5" 15­ 15" 5 R A 18 CP, 15SOUTH ST a ate, 4� 44. SOUTH ST 21 Vk, 'C� A -1 27 tk b 7 > j�C%S.ST 18" gm � ie" lb iif L 7 s COLLEGE M V T.. d" At 4 4 7 3E 10( 48 V ow 60 24 04� -4 _4 AA t J 411W. 400w, 0<1F X 2 IR 6" 12' "-,P, - �cp 5-7 404 4� �.V i , I'll V. VS 44L 0 4f N, 0 V A% 7" -F EMMETT AVE rn T T 0 V-9 10 N 5 13UFORD ST Of Southern Sheer: Location Map0Legend Sheet H-50 X Like MOM iyl 0 500 F--Parcel Boundary Existing Ponding Extents Project Area Proposed Ponding Depth (ft) Proposed 25-YR Ponding 016iiiiiiiiiii Feet Watershed Boundary (NHD) — Existing Open Channels L Proposed Basin 0.25-0.50 mant C7. 1W. wo! Scale: 1 Inch = 500 Feet Existing Basin Existing Storm Sewer Proposed Channel Improvement T.- 0.50-1.00 BEAUMONT " Lockwood, Andrews < 480- Existing Lift Station Proposed Storm Sewer 1.00-2.00 T E X A S OF mmm� — > 48" > 2.00 Master Drainage Plan 0 van&Newnern,Inc. A LEO A DALY COMPANY 0,Nortnerin Sheet: B-�� y jkok -• ' f`; lb LA W O !4 - ;-A _iLj� II - ► - -' ♦•" Wit. m �.. �� - !� I+..' 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Location Map Legend Sheet H-51 �. i : O F_ Parcel Boundary Existing Ponding Extents ® Project Area Proposed Ponding a Lake -_ y[1or 0 500 Depth (ft) Proposed 25-YR Ponding Feet Watershed Boundary (NHD) Existing Open Channels L Proposed Basin aum°nt 0.25 - 0.50 Scale: 1 Inch = 500 Feet Existing Basin Existing Storm Sewer Proposed Channel Improvement 0.25 - 1.0 6 EAU MO N T -_ - t<48" TEXAS r' Lpckwpad, Andrew$ * Existing Lift Station ► Proposed Storm Sewer 1.00 - 2.00 van &Newnam,Inc. �> 48rr - > 2.00 Master Drainage Plan OPOO N9CFl A LL[) .{ DALY C Q M PA YY J. 7r - -:. 3: Northern Sheet: B-44�' . -..F�. } f 74 01' We �'. ti a, ' r '*`�- •. �•, , ."4 .►�_ :.���/r. u,... ate„ �� -' I I1 Pit 1.1 rr aa � � w m 13WUJ .1• fi/f9f, 33 y k' u a o r ;VJiV t• ' w• 'jam - - r� + rap _ i ==�' •.�� ''�. r i, rf '1a ' / .� �� • f y 607-F 1`1 r � .i • 4 Nov, qP dip s r, !C E. Southern Sheet: B-60 Location Map Legend Sheet H-52 y - F Parcel Boundary Existing Ponding Extents ®Project Area ir Proposed Ponding proposed 25-YR Ponding . 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A xr: .+• y ".�►h` shy* 1. 63'"~"' �' �' •_ . r �" i is Location Map Legend Sheet H-55 Parcel Boundary Existing Ponding Extents ®Project Area Pr oposed Ponding proposed 25-YR Ponding .IT Lake • . _ 0 500 p ( ) Watershed Boundary NHD Existing Open Channels Proposed Basin Feet rY � ) 9 P � p j--r-�eaumonr Scale: 11nch = 500 Feet Existing Basin Existing Storm Sewer 0.25 - 0.50 P Proposed Channel Improvement 0.50 - 1.00 6 EAU MO N T r'! ckwood, Andrews * Existing Lift Station + ` 48 ► Proposed Storm Sewer 1.00 - 2.00 T E x A 5 naALo,N,. ewnam, Inc.> 48" Q> 2.00 Master Drainage Plan f Poft NeCh es A DALY COMPANY 'o TOWNHOUSE LN in - _ _ <:.. ! , -� -. - °° DR --.-.:�� Y •�.. =.Y/, : 9 . _ - Northern Sheet: B-48 ws,,, 18'. �Y. w _ 'a•., �S. .i5 b � 2q" � �SUNB�` - - ��, - ��, - • o O .. _ ...; - ,fig �...�µ .�.- � '� O � � ,�., cy000 DR � �3 .*•� w -ter �E' r .� r Y� ��. 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N..• _ cam+ ,t � . y. •: a.+ .. 15.E 2 a 111-A1 1 �• � - »- _ - _ Southern Sheet: B-64 o Location Map O Legend Sheet H-56 F_ Parcel Boundary Existing Ponding Extents ®Project Area Proposed Ponding Depthftproposed 25-YR Ponding ~` Feet Watershed Boundary (NHD) Existing Open Channels Proposed Basin �Paw .nOW 0.25 - 0.50 Scale: 1 Inch = 500 Feet Existing Basin Existing Storm Sewer Proposed Channel Improvement 0.50 - 1.00 B EAU MO N T Lockwood, Andrews * < 48 .:" � Existing Lift Station Do- Proposed Storm Sewer 1.00 - 2.00 T E X A S 4- imn &Newnam,Inc. ' > 48" > 2.00 Master Drainage Plan OPort Ntdle: A LL,, .� UAL, CGM VAN' a Northern Sheet: B-49-�e t- - - 5 If i- yA f• Ir[.Y...• _v. 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J� _ i - - b ?r> 1177- } MILAM ST .. 7 _I � f - - I . � _: M � 1,g.. •Y- ■E. ,'fir' - � `.- yad _ _I �- .. r � � la . �.�. 1 'sr � MILAM ST ��\TTF 24a =24 12i, N •'• a' *�^'r• R .'�" 4 - + +t AC :MILAM ST L[ MILAM S7 e 4 T - �~ '.-T '. L-, .. . y �• 1 r^, F �' {�.r. �7$.. FR�LIN ST V' 27" I .{'i 24"•' _ B.27 , BLANCNETTE�T '�• _ r .�� .i� i�' ;. � ! ,y "v 10'X5' M A, ! w x �� y �, ,,. • : to-• �B01,1W T- � j x i- � 7 w x J �. �� i► ^ � �► .. BOLIV R STi � iy_ �i � .� f � 2 _ - I ..� 4 law .7 . N LP Z�� - '�4i: �.[. m o .�" .i4 p� w•-� �`/. oQti. y.• F - * r - ^' r I . - • - .4 ' ,: ay tip r_..-rr'•-' -- � _ �� - - e' +-_ '`� _ �_ J .. # � 1 -. •�` '. 2.30",2-30.. 24.. N _^ �.s:,, ,� �. , T�•.AI� _y, - •i _ N "�w'�'-a'" in 1g- in 21" 7 CORLEY AVE *-.r1��y� •1F-.I„ 'y_ i - r •�' , p 1,8 1818.. �� O o? n X W M 1. - - •-L M •. II M ' ;;ffII }- za" vE 24" 1 i. _ o Southern •Slieet �B-65 "" :F !! �' " +10'XS' GART[WRIGNT S:T Location Map 0 500 F_ Parcel Boundary Legend Existing Ponding Extents ®Project Area ProposedPonding Sheet H-57 proposed 25-YR Ponding I i Ls y.c .II V[dor � Feet Watershed Boundary (NHD) Existing Open Channels � Proposed Basin Depthpsed / �eal,mpllt Scale: 1 Inch = 500 Feet Existing Basin Existing Storm Sewer Proposed Channel Improvement 50 0.50 - 1.00 0.50 - 1.00 6 EAU Nl C3 N T i - Lockwood, Andrews * Existing Lift Station + ` 48 ► Proposed Storm Sewer 1.00 - 2.00 T E X A 5 �� &Newnam,Inc. van �> 481r - > 2.00 Master Drainage Plan P6f1 ►yBfrll A LL[.1 .{ I).�L1' L'[.),ll l+rl- '6', / I - . . Q. -zq'.. 11 . a& R� 36" ROYACST ■it IP Northern Shet:!L; D-�u 6" A� ;gap FAt`NIN STZ. 4 I. 18" 1,2:' 1p, 78, '7 7c91 A\ X FOR�SYT E 01 1 16" JACKSON ST ST zo N h, cP1 FAY ST ti O\ 0 z T 0 L 0 1-2" X ­4- — .J, _ - - U 011 _"11 " ' ' >N ' "I , 18 W 1� —_ .0 —WALL9T' N lb UNDERHILLAVE 7 0 71 <; 00 zo A 77 Z1 2" I 15 ` '% - Al 111111" 48" Nb 1 48:' MC60VERN S1 0 _L304 t-m 0 is.. 15" 15" 4t, 72 FREDERICK ST ­" 15 '2" /N"/o/ N 11 7- �tiZ A 12" PIS I I LAWSON S (3) N 72 PEI -vy.7 . I Iti , y ST Ln 78. 2" 12" P Q) j 141 -7 & ' 12" N 11.1 ov WV7 .11, A 01 91; EMMAST 7�5 4 is, ID ,�-' 1'4'A1—' ai 4t 0 41 _J MILAM ST A!, 15" 14�1 " 12" LU 0 z AL ;o -1d -I 0"i---- L > 1X, 15" 15" ti 2" T A�CHIMI1,5" 18" J 0 ST 2" LYLE ST J.A. k [ 2V A' 7 Vp 2 z A1 A E:T' AV� c Dour • 7 15, 15" IV. - 15 CH "T ARABEL_ , Imo.L ST BOLIVAR ST 12 •01 IT' 12, 15" 15! CO fi� N 15 01 12" 7 15" 5" 15" i , ' 24, 24� 7' 41 CID- N 12" r v X 30" 30" 18" 1 _0 c:! 4'X7' - e7' 7" ?4 i '0 4'X7' FULTON AVE r- -yamz 4'X7, 4'X7 < 4,X T.. 4'X7' 10. z z 5 rV 24" 12" ROBERTS ST CO 6 0,. tt X5' f� South e rn,§heet: B-66t� 4WA 40 Location Map Legend Sheet H-58 = O r1ff7E::& F_ Parcel Boundary Existing Ponding Extents Project Area Proposed Ponding T /y3- H Proposed 25-YR Ponding 0 500 Feet Watershed Boundary (NHD) Existing Open Channels L Proposed Basin Depth (ft) Mont 0.25-0.50 WE'D *_1*iVK I _A . dw! Scale: 1 Inch = 500 Feet Existing Basin Existing Storm Sewer IP Proposed Channel Improvement BEAU MONT 0.50-1.00 ' _ Lockwood, AndreExisting Lift Station Proposed Storm Sewer 1.00-2.00 T E X A S Jf f " < 4810-► & Newnem, Inc. > 48" van A LEO A DALY COMPANY > 2.00 Master Drainage Plan No ern Sheet: B WX 15" n 24" — 30� ao LAMARSTL- I � -- ••^� �- _ — 1, 8• a: ..%• ; �,"`-.. 0 ^1. JACKSON STt'ro - _. - - - y A� 1a„ 4 a 7 241 a w 42„ - j 70 24" 42" 42" 1.g -ti, --- _ 'd wZ N1>l� ` �TFrM' L _J +#, '�k 1• m �m 24 c 24 n �� F 18" 4saftI wm- , a . W '_ ate. Is rn ST Z 24" DEVILLENEUVE y 1� �� �' �^� ~ - __ - ��• .� • 6 _ T A _ J _ _ DEVILLENEUVE ST�'y y �� -- I` _ �' - 'r y, •_ OO- MCGOVERN •� - Z I 0� LINOOLN ST 18 - — N N 1 � � '�' �, ' Y F - !!� r . _. " t � � r Y�w ■ . ■ ►! _ •f1 -_� _ '�- •,�' 4t ad- 7'X4' 7'X4' 7'X4. 1 �i � 1J -.jai ,pr,... i'[ -:�• _• ,�+1 15" w 18" 30„ 36" ro �,X14•: r�7j.to 15" I►„O GRANT S7"21" •2-0" ic? �-•! — n ,r M 7 _ 21�'� 24" 24" 2 �n �r -N wln �_ -Vim 15 !� , �"� '16 �' m p-i -�F;,. �� 15„ S., 15"-''�f•�1 _ -� 'FS.� - '.. �:_irjt�� ++ BRADtN LEY SR — - o F7rr�-,r'^`.. I' .- i � %yA' _ 14 V1 (D Z 4 F-,. �� �{ -* TA905EST 15" 1a� W � a 15,. 18"" 7g,. N : -err• }.. ■ r (Jl o K 7f'� 1:. :µ, *� II ~ W r �w^ •tom„� w I •r'' n i I�r:`t �F ~ i.. II > I' + 15 m Y - T�i►a.v.,-Y-r .- �� w�Y - r.w. _,w �1.�`1� •:'.rf�• _�� R STANTON ST p �,x9' A 24 24 21 0 >• IRr i r • M w 18 c� XX4' _ a�6•k STANTON ST c i 36^ 4'X4' DOUCETTE AVE T' # - • , •S ,v 27„ N 36" 30,, 36" 36 36" X65 Y�r f `• s ..ire'!.' - „ r _ ,1FlJR •/y 21' 2.7" 27.' r, _ �Y. 01'.r; .i Y ! > 30" 30" 40 30" 30" 24 24 24'24 w- 18" 24" 24" 301' 22 w 15"L . ; r ; J i .M�yp . E a; re -'�` ►+ r t=�• r `i, _ "F '8 Z r r • 6°'• VAN BUREN ST �� •!11 . �\ `~:..-. - __ -_ --` � ' . _ _ . 76, d'., +i.'yi ". ytix . • �'._ A' _ Y ` ib C S a•. l N Axe r � FULTON AVE z4' z4.,2a z4 7a. / �. --- _ . L 1C r ` �• N � � �� J N m '?O•, LEE ST 1C ..y..,..-� . . t*-- LEE ST 15 ry �s•• '8• ?'' Southern Sheet: B-67,- Location Map 0� Sheet H-59 Parcel Boundary Existing Ponding Extents ®Project Area Proposed Ponding proposed 25-YR Ponding Feet Watershed Boundary (NHD) Existing Open Channels L Proposed Basin dP:,,ll,,,,nT 0.25 - 0.50 Scale: 1 Inch = 500 Feet Existing Basin Existing Storm Sewer P Proposed Channel Improvement 0.50 - 1.00 6 EAU MO N T r van Lockwood, Andrews * Existing Lift Station + ` 48 ► Proposed Storm Sewer 1.00 - 2.00 T E X A 5 ' & Newnam Inc. > 48" F: II Ne,hey A LLG UGLY LOMI'�NY > 2.00 Master Drainage Plan 6} Northern SheetSB-52, ^71 F' l r >r0. IL 0 _ r � Ao O A �N11101111 MAN SI '1 _ :y =s' ,�. .• - -� of V-' "-- } LLJ NWy gO v - r 605.E *+ 60 .y• ■ �il �.r1. _ ..t'• � �ll.i i��� T, � 3�a- f 1 t.jj�• I 1❑ I �• - w � I VA 10Y `ir 3 • �,r 4 Ilk SAN 1 �� � VERNPLL LN s m� .++•-r-I} '#`y �• ��' �I � "" f — • fr T— � vF � A� - "� 605-E --Southern Sheet: B-68 � Location Map OLegend Sheet H-60 I-`' Parcel Boundary Existing Ponding Extents ®Project Area Proposed Ponding °° 500 Depth (ft) Proposed 25-YR Ponding Feet Watershed Boundary (NHD) Existing Open Channels L Proposed Basin alimont 0.25 - 0.50 Scale: 1 Inch = 500 Feet Existing Basin Existing Storm Sewer Proposed Channel Improvement 0.50 - 1.00 6 EAU MO N T ®r.y ram_ Lockwood, Andrews * Existing Lift Station + ` 48 ► Proposed Storm Sewer 1.00 - 2.00 T E 7C A 5 �f - van&Newnam,Inc. � > 48" - > 2.00 Master Drainage Plan OPort Nbc}ice A LL0 A DALY COMI'ANY . - '� - `� � �. 4� r ��:• -fir � Aft y } •1 .� � f �� � � i 14 ilia vw ■ -fir! .`i,e � {r r,}•., � �, � � � �.� �iag w�r. :-.+.-� ��"r .d � � [ V _+r �' ._ I.� _ Ir AL r7 y �t�` �r�� f$ ,.,ry � §-d�'-��T �� :� ' � ♦ ■4 r %t' i a � r��'..-.r ,{r +1rC $ FF" + S 'i 1�-+ �q� '�• p'`� n�• .Zd" +'�i'� "f . 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Ol .31 Ir iLfl � o ! �, a � �� T f • `f%:.�-':.t� sue,;-' •:�:-, ��. •• AMILY .l mv• " ; 1 >� Northern Sheet: B-54+*r 202-64 i _ r.7 J4 � - ~ram R�• � R 1 i R1 + * � �� � � I�� R S •e �.r tt Y - •� '� - '' (PRIVAT 1. -{� 9j, Vona 18,,. :+ r .(P-RIVP.TE) 11 �. -A - .- -- , Ir_ r �`. ..I • a. -'� .�}:.�.- �� YA _ +_24.-- -• '- - i. � - 'n , j ice. ,. � -a• ` _ d� •�� FAGGARU RDA � i a S �'1 GLYNN LN10 a+.• _ i w= ,+y c '� T 7ti. �� w .V K • ��n- BLAYLOCK LN ' •w �:'��r. A�*r .-� Y 15"ti •i o _ ^I �'�7! � x�` �-' • � 98" N 15" � In yK��• ' I I Jr r p N } v• 1' 15' f i ... ;.. Nam' 27.. 27 ��—i,—� A _- tit. .y u: 4 15" N`. I YTERRYF-ELMST JENNIFER•LN in .. iJ� 1 .15• Q 15' 01 SH BY LN '`• - � i_ .1 / I +� w ._ _ � R �'z .`.f W •1E DA '� I� � � �If = L � �� al, `n J HOOD ST ^h c �; '1 ��, _T �• .� � aoo � - - �r .�,� �. `•1 � m -��! _ � 18"• .4- MOSES ST y �� ,� �� � •ti' h�-_. lid -� y �-Fo i v' i o 4 y j °D LOMBARD ST ^ 7 - T, ,-4 i -- • h I 1I It yI.. 4 • µ (me — 7� GERAI:D ST _�-y a_� `� - .•' pJ ,kp-1�,�/�I•.a - �'N a•' 'JEAN DR _ _ jPNP.� t .gyp.. tiQ • �' ,,+���y� s . �M-A .}� .•rY.'La ..A j.F y MOCNINGBIRU LN e+.-%�-�:War � o ` I. ffff?a_� 2027- - pF. (PRIVATE) (PRIVATE) w Southern Sheet: B-70 Location Map Legend Sheet H-62 0 Parcel Boundary Existing Ponding Extents ®Project Area Proposed Ponding 5°° Depth (ft) Proposed 25-YR Ponding Feet Watershed Boundary (NHD) Existing Open Channels Proposed Basin Scale: 1 Inch = 500 Feet r, Existing Basin Existing Storm Sewer Proposed Channel Improvement 0.25 - - 0.50 0.25 1.0 6 EAU NlC3 hl T A 5 imn Lockwood, Andrews � < 48 7C Existing Lift Station � > 48" ► Proposed Storm Sewer 1.00 - 2.00 T E & Newnam Inc. F:r1 iJ •- II A LLc, A DALY LOMI'A^+` > 2.00 Master Drainage Plan p •. ' F' ll 2� 7 , r FRA2IER UR 9 7-7 - ,r% TO I ¢ e i ¢ r� . .<:� • Q• � .. .� •��� /� ram,, F t ,,p �s� � .a �' • v r t � � ' � � rt� ,e4 � 4.. r Fl "may .�•�`, ��-,fY[['//]]� � 7 - s _ •bra .'l Eff 4 l � M ■ Northern Sheet: B-56 -r z1"s� _ I 24" 21" 2 � 18" � CORLEY AV Er � y •1 N N N 21 ' I�it�•y1i! w _ _ — _ - (PRIVATE) R^, CARTWRIGHT ST L __ KELLY DR .. 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I -� ~ '� µ i ' a I , or r oo' t0 eM - i ,.•'." l �• a - -rr - -.1,8„ 42" 30" 15 21 • '3 - N N 48' � _ N 27" - 21%' 15" 15" 15'; 21" ^ 21" 21" 24" 30" 15" N .. 15" 21" 21°' 24" 24" A. 24"'27" 27" w 30" 30'• ' 48" 36" 30" 30" '30"N30" 30" 30" 24" 24" 21" 15" 19" 15" 21" 21" 24" 24" 30" 30" 30" 9� 30' � I - { 21" 2A" 1 `l LU 36 36-1 a1 'r' a �.. a, i I• � N { _ _ , o 1 r 4 �4M - � 2 DIRETORS ROW w � ' o. yPQ t � Z Southern Sheet: B-72` ^� Location Map Legend Sheet H-64 o soo urLake ti�� �i 0 Parcel Boundary Existing Ponding Extents ®Project Area ftsd Ponding Proposed 25-YR Ponding �'� Feet Watershed Boundary (NHD) Existing Open Channels Proposed Basin Depth( ) mont 0.25 - 0.50 Scale: 1 Inch = 500 Feet r, Existing Basin Existing Storm Sewer Proposed Channel Improvement 0.50 - 1.00 6 EAU NlC3 hl T • Lockwood, Andrews * 48 T E 7C A 5 imn � Existing Lift Station � > 48„ ► Proposed Storm Sewer 1.00 - 2.00 & Newnam Inc. ,,•" A LLO A DALY COMI'A^+` > 2.00 Master Drainage Plan 15r• 11 v_ - { - - - - .—', Northern Sheet: 8-5�7 2-10'XS' a 15„ co a0" �--� ter' i ��N s+�'i��''i �� .--. 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ST JAMES 15' 9• � ��� � Z_ '� !F - ro ,� + Y � - - 21 �` ti_ •H Y+._ G N M �' _4' T fi 1% - GLENWOOD AVE - - •••J 18••wx 15•• 7S•. ►�V •� - �GLtENWOOD AVE `O �Y i ,`• _4 M 1Q s~ 3 _u }� '1 . •y ¢ JI. _ s M ry60 10 1tA N EDMONDS AVE X 4 .fvg't U 1. .�'L I EDMONOS AVE i24- I - _� � ti � 5heet:.B-73 Location Map 0� Sheet H-65 F_ Parcel Boundary §r Existing Ponding Extents ®Project Area Proposed De posed Ponding proposed 25-YR Ponding Feet Watershed Boundary (NHD) Existing Open Channels L Proposed Basin ❑s?atllnont 0.25 - 0.50 Scale: 1 Inch = 500 Feet Existing Basin Existing Storm Sewer Proposed Channel Improvement 0.50 - 1.00 6 EAU MO N T , Lockwood, Andrews * Existing Lift Station + ` ► Proposed Storm Sewer 1.00 - 2.00 T E X A 5 if van wnarn, A LEo Inc. � > 48" DULY COMP�Nr > 2.00 Master Drainage Plan Nor"tliern Slieet: B-58 ;� m N 417. 1� 4 - N Lam+ ir��1, 15ti' 1b . N w I YZ^ I! I.-.J"- yl-' N ,., f � +W' 15 � iE-.-•. V„• I.. _ � � ��j;� ■i �I J P � RAIRIE . ST - A A- Imo' f ^g `TERRELL AYE o Q _ � 12" - PRAIRJT1 - .• y^yI�■,..,. . •4 -WrI \___. - l� �♦�i I lx - - .. I .I 'y ^ 11� • "�k A W ^ � 1.5..' � � LL V' •. IL 1y .. �''K- ;w �.4" _J!'1CI{� �I *. 7 .. U - _ w I�. .w •� _W `L. L 1j, o r'S -+I l h �5,10'X6'10'X6' ��� �i.=.!4"60yZN- - •-' 2 a ? L N d 30•• N - 2-10'X6' 2-10'X6' 2-10'X6' 10'X6' N�,�iNw■■k�'N ... - a� ` •w-+'I . 2-10'X6' ry A YN v 24„ 6U„ I 2 8 X6 5f`rn m 2-8'X6' 2-8'X6' 2-8'X6' m 54'• rn 18• •�T. 12" w'24„ •18" 18'. N z - z -. 42" _. e; o 18 N a i � • 15.. iy'�' N 4a 2q�� �- 15'• 2q'�,n 24" ROCKWELL ST _ = yy., Z 48, 48" t, - - _ ^ W ■ N V . m 54 4•, >r• in� N �� •I f•.- _ _ 54'• o �„ -. ti •p;' Yg.. r✓•t 18" �6•, 6U,. `r -Z V 60' 60" 60" 60" G za" 24•1D 2i' , 1B 1s' : 1s" 18 �R 24 8.. - D a z - As" 1 BW-1 D C 4 18„ v 24" 24" 24" 24" ? 24•• 24^-i - - - Y N �o; .:k' rtr �S'.� � Nr ...'S-, • '1S•• - 7 HpRRIOt�,,.T O A.:A - r4� N o "v •P h y �2•� '?I �i 'w- 21,.. = 1,8„ N 18 .. _ i�i. �- N EUCLID ST �, S• rb o �. 18" - ' i ALMA ST` •- IIIIIIIIEW r�r�•`�'p WO: .. 11 - Qi �. .�_• ^ yk J RIOT N . y'� .ksf.�. •_� < R-- - : .. v,-. N 41" 24" ,p, HAR _ y jc_ N 48•• Z.• S - - r 'Gr '�• •0 { p� y ._ T - - tiA:J _ v O J ti 7FI A m II-48" �.� 4S - N ►� ao.'', -. a 36'• 42„ M 3 '•� � ' 54' 30' vRE..4NEEDLE•S7 vN C 154' �_1p g ay- ;�- - 2q'j M„f I'yylo-,i W. �'.rl� i.. i8.,. .��.` .�� { THREADNEEDLE ST j ..`f-, z t► ++ 3 30 1'S" SOUTHERLANU ST - w R - 18 } -�' ', LU W I � • t � 1 1.5„ � - ` 1,8., a 1'b" o I - - ro 21 •. r- o 18 1J-�� f•q,Y�a- .� �,'�. - •o '� ELGIE ST-40 ;'y�_�: i•,' r#� -- .- .�,��E' y. --�,r I.. �y '-�- �I.'. +�I ` ". ••I":. - 4 �..-- 7 � I � � a �"�N' 1•'w�� w. 5'1.1 5 �i7 - _ 'i- �1. �" _ - t`� m t 7' S. a o -��I �- & ��, I. '11- z I��:. CHUB HST ��=y+,18 �g z O g<�MO�SS ST -i . ' •, _v.-_-- N - f ••I a� o a, taw 1r `I^I T f''-, .. I , .I I' IRl► ..� y_L _ - i n` :f r ��n"Llir. 15,- j-'15•' HEGELE ST _ is;F l �k 'r►. �, ANNIE ST •� .I N '��= ■mot � _ �. •� �i -'� 1�.7.��=- - - d 1 4A Iffr�� 1 . ►'S�iIyIY� �rn 18 18 I +•^- ~ �� IYfTti ' M J .-' _� ��. ��� .- ;i PIPKIN ST N _ Y 1111iLLLL JJJJ ,� • . 'r. *lhrl ■ � •� � .Y�,■� � V. � LI 1 _ Y•-1 '1.•- 1OLLIE ST ° �I_ rim` I•y' ti t ■ - ^'1 - yR�- f� �.po eurlui sr _ � �•[ �. EDWIN ST '~ GLENWOOD AVE �'+r _ �DU ! n •-lyI �I {� ..J S - LJ �:, iEO STD •F-- �_�."u I, i .limit-=-'rrMAY ST 'r e}cJ __ - - VD T ``la•• �8. - 42•• 21" 21 ? - " e � y .� � � 1 1._ � }a 7 � � � 18' -30" �30" 48" 'v °r - thm ► -y 4 a �; 4 +rcl 'fitt- �F Y �\ •+� 30" 30" 30 ,�•-F`-F--[;--�'�F°° N c° '. ` _ i� tt �15 '�� � l`S}f• � ��: `.. ..�? m Y � � .•i, �� I � , �� � � BROCKMAN ST • lj" w �, ^MAY ST• _''{ qj EDMONDS AVEo t_ V' �.M 2 2 "..,. m NI. 1 N "♦�ir w -. _ NOLAN S • o o �- - - �..T'- • .I..R � 30" Y8„ ' - _. ' .T r � �y. � iJ :a .i i�/`� M _j %'\ GLOVER ST •T_ �.� _ r I, " - Southern Sheet: B-74 Location Map Legend t12 Sheet H-66 O F_ Parcel Boundary Existing Ponding Extents ®Project Area Proposed Ponding X Lake _ j,0 500 Depth (ft) Proposed 25-YR Ponding ` Feet Watershed Boundary (NHD) Existing Open Channels L Proposed Basin L,PaulTti�t�, Scale: 1 Inch = 500 Feet Existing Basin Existing Storm Sewer Proposed Channel Improvement 0.0.50 2525 - - 0.1.50 0 6 EAU MO N T �`•-_� Lockwood, Andrews * Existing Lift Station + ` 48 ► Proposed Storm Sewer 1.00 - 2.00 T E X A 5 ,� -- van&Newnern,lnc. > 48" > 2.00 Master Drainage Plan A LEO A DALY COMPANY ■ w r Northern Sheet: B-59 w ��rt�. ,. '- TERRELI AVE �' in %�7. � ~ :y _� ".... .. •. ,,,,,�•� .,..+�, i �, ,,, , x �: � - � z ■� ' _ -.- - - � �' ".^'+! ►fN 71 ,0..4 A. Xn 1' fir,: "---ram rrr I1w• r�.�`+i C{u ' '�, 1 PA 15" .■ �n �O y, �. lel �:li � r ; -fa �^ �p ..,��.. Y. L inins '� ._ �„ -, - _ •�- r •f�f-��■���---- —`ter —.~�� -_ r � �� _ _ __ _ ----__ - -_-_-- _ 7 HARRIDT ST �. y n 0,0 A,A '. 1572:Y Y.... ,�.f• r, — �_ 1/IeyMw���� ,F _w_- ••l Ok winii is .:=„' - - 15 �N1 ins �. Z ? t.a,, - r� rA 15 a CHAPIN g7 •,.w.-rl. Pe y" P2 'I• ,» h _ i.t :Lv .r P. 5 E' E ALMA ST n�'7?, ALMA. �+!► ^h ,^^ - O., d., - Ell Am 00 Ok 60, 3 72.' 72'. 15" 72 , .. 72: NEEDLESc' : N 8•. T,ViREADT P•, , _I K ELGIE ST �yc ■ * c-w/ �,v - -. - - F ~ • it ❑ t E CHURCH ST- 1ii'- ¢ CHURCH ST K �'y `7•, ray '�� 01 . � N • 1'$" - 24" ''�-, � E PIPKIN ST -s - �f \ 18" 18" PIPKIN ST '�-v T9�� l ADAMS ST o A, N-6=-Tr'-, - �'� � .�• l HARTEL ST 1G N r ?Nif 11 io 0 1'X6' 1 ,' _ 1 �8., ,1g�$• _ T I� r i. - er- s q,, _ -. . _. 2•72" - i'N- '°�^0 1 N •!� + .Southn_ Sheet:n6-7S�3� q2' �,Sp, N 10'X6' EtL•AVACAST Location Map OLegend Sheet H-67 Parcel Boundary Existing Ponding Extents ®Project Area Proposed Ponding Lim 0 500eet Watershed Boundary (NHD) Existing Open Channels L Proposed Basin Depth (ft) Proposed 25-YR Ponding nPZlln}•*nf 0.25 - 0.50 Scale: 1 Inch = 500 Feet Existing Basin Existing Storm Sewer Proposed Channel Improvement 0.50 - 1.00 g EAUM©N T I ^ems• � t�48" Texas r.ua� Lockwood, Andrews * Existing Lift Station ► Proposed Storm Sewer 1.00 - 2.00 w & Newnam Inc. > 48" Q an > 2.00 Master Drainage Plan Port IN c}le' A LL[,I .A I)ALY CQM VA YY 44i pw#pjpp7w- 4 , , Ail IL —n5: v I Air Yr- I 1 m a 4 96 — Itl2r. 154 3 T, W Y4 -T it 4 A'2 Southe�n.Sheet: B-78 Xlb A O'l ON 4 207 r .� orrthe nlSheet�B�6;g K+l�_ I rr , •.., _ it' �,� !►•�" • ' �•` : �• BAKER RD �/�� 4��. ■ _ I�, 21" 21" 18" 151, 6PSEY DR �� r.� �'• i '� Y ,� ice• ^�� W '• } —� — � �� � •41 . E 'A o0 A V 4 M W 400 Q W i f ' � N W4 .• All I IL Southern Sheet: B-79 Location Map Legend Sheet H-70 �J o soo 0 Parcel Boundary Existing Ponding Extents ®Project Area Proposed Ponding osed 25-YR Ponding Proposed Feet Watershed Boundary (NHD) Existing Open Channels Proposed Basin Depth (ft) r b — neaur„nnr Scale: 1 Inch = 500 Feet r, Existing Basin Existing Storm Sewer Proposed Channel Improvement 0.25 - 0.50 0.50 - 1.00 B EAU MO N T Lockwood, Andrews Existing Lift Station � < 48 ► Proposed Storm Sewer 1.00 - 2.00 T E 7C P 5 & Newnam Inc. mn � > 48" > 2.00 Master Drainage Plan r ,,•" „- A LL0 A UALY L'OMI'A—N' U ``JJ y wp j W'CARDINAL CARDINAL r•. o� 5 "� 24" o 30" w, - "� 7p ' • .+ � !, 3D' � WCAY RDINAL DR RAMP O ~� 3p.. . -AA 4 � .titi 48' mow, " � r r -n•i s yam? 1R A f r .01 ' ! i 1 � ",� rya �' �•' .: J �" 1EA a 4•• �ylilt 14 a T 'Va 36.. ry� • a N S i •• ^o a`o �iq, .t is Vf L • 51 O /��'�y 2�'8 - 4 I' i 7!— P "� ply, , In VV - •y _ �, � -.�'!�'+lF� .^� ,. �°����� s�� '. •��� � j -,off ... .i 24,' 24" r '� r? 46 .tip ,�-• pg9p j n■ w 3O" .� � *-�±,i:t`�' - ... . � �*• f �I "t I ', `>o .: • 'ham 01 �- K` • • 24.. +-.. 1+ N rc ! • i+� 2q 411JAN Ji � •/��/y�+ III ^'`O ~ p + w — ,^� a *, '• ". All F• _ 109 - { X� .a. �� TXS 7'X5' 8'X10' ' {{ T. • 6'X5'. 6'X5''6'XS'.6'XS' 6'X5' 7'X5' 6'X5' 6'X5' � 6+X5'• 6'XS' 6— 3p 5'X4' N WALDEN RD 18" yyALUEN KD 2�"' I W ._ ^"r�b.r � L N a 24� .ems J x /FPNNE � •! '� ! �'j '� ?4•. 2Isouthern Sheet: B-8.1 Location Map Legend Sheet H-72 I s 0 0 Parcel Boundary Existing Ponding Extents ®Project Area Proposed Ponding Proposed 25-YR Ponding II Like b9 VIrl,,, o 500 Feet Watershed Boundary (NHD) Existing Open Channels Proposed Basin n Depth (ft) r g .50 r—-beall nont r� Scale: 1 Inch = S00 Feet Existing Basin Existing Storm Sewer Proposed Channel Improvement 0.50 - 0.00 6EAUIulC3hIT t II � On Lockwood, Andrews Existing Lift Station ► <48" ► Proposed Storm Sewer 1.00 - 2.00 TE XA5 &Newnam Inc. > 48" A LLO A DALY LOMI'A-N' ► > 2.00 Master Drainage Plan 10'X5'1 0 'X 6 '10'X5' 6 0 '' SA R A H S T H EBERT S T FANNETT RDROMEDA RDWARREN STANITA STN ORA S T C H A R I T Y LAFIN DR(PRIVATE)ETHEL STADILADE STOCTAVIA STFANNETTRDESTELLE STLYDIA STIRENE STMOUTON STL E L A S T FATIMA STHOPEFAITH5TH ST SEL M I R A S T W CARDINAL DR RAMP SHALOMROHIWCARDINALDRRAMP 4TH ST SW CARDINAL DR STONE OAK DRW A R D D R B O O K E R S T (P R I VAT E ) (PR I VAT E )11TH ST S1101071101071 0 7 -A3-7'X7'2-10'X8'2-10'X8'4-9'X6'4-9'X6'1B1D1B 1D1D1D1D 1D 1D1D1D1 D 1 D 1D7'X5' 6'X6' 8'X6'7'X5'7'X6' 8'X6' 6'X6' 7'X5' 5 'X 4 ' 8'X6' 5'X4' 7'X6'8'X6'6'X6'7'X5'2-18''3-72''2-36''2-36''2-30''2-30''2-24''2-24''3-72''3-72''3-72''3-72''18'' 72''15' '18''18'' 18'' 1 5 ''24' '18''18'' 1 5 ''15''15 '' 18'' 2 4 ''24''2 4'' 15 '' 5 4 ''24' ' 1 8 ''15 ''15''30''15''30''24'' 18''24''1 8''30''30''30''18'' 1 8 '' 15'' 15''18''30''15''18''18''30''24''24''18''72''30''30''30''36''24''18''30''18''24''24''24''24''48''24''24''40''30''30''24''24''24''2 4 '' 18'' 3 0 ''24''24''24'' 24''18''15''18'' 18'' 60'' 60'' 2 4 ''24''4 8 ''48''36''21''24''30''24''24''21''24''72''24''24 ''42''24'' 2 4 ''60''54''18''24''3 0 ''42''60' '18''24''18''18''24 ''72''24''1 8'' 1 5 ''60''6 0 '' 48'' 36'' 15''18''18''4 8 '' 72''18''18''5 4 ''18''18''18''24''18''18''2 4 ''24''24''18''48'' 30'' 4 8 '' 21 '' 2 4 '' 5 4 ''30''24''30'' 18'' 36 ''24''18''54'' 72''24''2 4''24''72'' 3 6 ''24''42''24''54'' 36'' 60'' 48 ''24''42'' 54'' 2 4 '' 54 ''5 4 '' 5 4 ''60''72'' Legend Parcel Boundary Watershed Boundary (NHD) Existing Basin ^`Existing Lift Station Existing Ponding Extents Existing Open Channels Existing Storm Sewer< 48"> 48" Project Area Proposed Basin Proposed Channel Improvement Proposed Storm Sewer Proposed PondingDepth (ft)0.25 - 0.500.50 - 1.001.00 - 2.00> 2.00 0 500Feet Location Map Sheet H-73Proposed 25-YR Ponding Northern Sheet: B-65 Eastern Sheet: B-74Western Sheet: B-72Southern Sheet: B-82 Master Drainage Plan° ° Scale: 1 Inch = 500 Feet 7 'X 4 ' 8'X 5' 8 'X 4 ' 8'X 5' 7 'X 4 '2-36''2-48''2-36''2-48''2-48' ' 1 8 ''18'' 72''48''48'' 2 4''30''OGDEN AVEFONVILLE AVEPARK STBROUSSARD STW CARDINAL DR B UR TO N STMARIE STCONGRESS AVEAVENUE AH IG H L A N D D R WLOU STINEZ STUSAN STC A M PU S S TBOB STES S E X S T BAYLOR CIRHOUSTON STPRADICESTGARDEN STGOLIADSTMERCANTILE STA V E N U E A B A Y L O R LNHOUSTON STLE G IO N S T M IL D R ED S T NOR A S T BEALE STST LOUIS STL E L A S T N O R A S T SAXE STC A R V E R L U C I L L E S T W WO O DROW AV E GU N T E R S TCADILLAC LNWCARDINALDRRAMP CORNELL DR(PRIVATE)W CARDINAL DR RAMP B O O K E R S T FORTUNELNW CARDINAL OPAL STW CARDINAL DR RAMP DIAMOND STRAVEN STFLAMINGOLND A U PH I N E P L B U R G U N D Y P L B O Y D ST WYATT STL I NCO L N DR B OU R B O N S T AUBURN DR RICE CIRABRAHA M S T (PRIVATE)106104-B106-A1062-8'X8'4-10'X6'4-6'X6'4-6'X6'1E 1F 1E 1 E1E 1E1E1E 1E 1 E 1 E 1F1G 1 F 1 G 1 G 10'X6'10'X6'5 'X4 '25'X9'6 'X 5 .5 '6'X5.5' 5 'X4 '10'X6'10'X6'5'X 4 '4'X4'5'X 4 '10'X6'5 'X 4 '10'X6'10'X6'6'X5.5' 8'X5'10'X6'5'X4 ' 8'X5.5'6 'X 5 .5'8'X5.5' 5 'X 4 ' 7'X5.5'7'X6'10'X6'2-84''1 5 ''12''18''1 5 ''18'' 18 '' 1 8 ''15''18 '' 1 5 '' 18 '' 1 5 '' 18 ''15''15''15''15'' 1 8 '' 2 4 ''15''15'' 15''36' ' 18'' 12''15''15''1 8 ''15''1 5 ''15''24''48''24''15''15''48''15''15''15''15''1 5 '' 15 ''15''15''1 8 ''15''15''15''15''1 5 ''15''18''60''24''12''15''18''30'' 48'' 1 5 ''15''15''48''15''3 0 ''36''24''30''24' '18''12''18''15''36 ''12''18''18''15 ''24''12''12''60''15''6 0 ''15''18' ' 18'' 10''18''36''24 '' 1 8 '' 2 4''6 0 '' 18'' 5 4 ''15''18''18''18''3 6 ''18''18''18''18''15''15''18''18''15''18''18''18''18''18''24'' 18'' 36''30''27''24''2 4 ''30''27'' 6 0 '' 48 '' 3 6 ''12''1 8 ''30''24'' 18 ''24''18''30''18''15''27''30''30''3 0 ''15''30''24''15'' 5 4 '' 18'' 1 5 ''24''30'' 2 7 ''30''60''30''18'' 3 6 ''24''30''18'' 15''24' ' 18 '' 18''24''18''30''15'' 60''24''30'' 3 0 ''24''3 0 '' 3 6 '' 18'' 1 8 '' 1 8 '' 4 2 '' 30'' 1 8 ''24''24''15''18''3 6 '' 15'' 4 2 ''15''15'' 18''18''24''18''24''4 2 ''60''3 6 ''4 2 ''3 6 '' 1 8 ''15''3 0 '' 2 1 ''18''1 8 ''6 0 ''4 8 ''6 0 ''24''2 4 '' 18 '' 1 8 ''18''36''18''24'' 1 8 '' 6 0 ''18' '60''24''1 5 '' 42 ''24''24''1 8 ''15''4 2 '' 6 0 ''21''42''21''15''1 8 ''24''18''1 5 '' 3 0 '' 60 '' 15'' 2 4 ''36''15''24''18''18'' 24'' 3 6 ''30''18''2 4 '' 27''27''1 5 ''18''1 8 '' 54'' 2 1 '' 18''27''54'' 60 ''18'' 6 0 ''15''2 7 ''18 ''48''3 6 '' 3 0 ''1 8 ''18''2 7 '' 3 6 '' 36 '' 66'' 48''48''60''15''30 ''48''36'' 6 0 '' 30'' 27 '' 4 2 ''18''24' ' 2 4 ''48''30'' 5 4 '' 3 6 '' 2 4 '' 30 '' 54'' 1 8 '' 60'' 4 8 '' 30 ''36 ''3 6 '' 36'' 2 4 '' 1 8 '' 60'' 3 0 '' 6 0 '' 48''18''15''2 1 ''60''60''3 0 ''60''42''2 4 '' 6 0 '' 42''48''42''Legend Parcel Boundary Watershed Boundary (NHD) Existing Basin ^`Existing Lift Station Existing Ponding Extents Existing Open Channels Existing Storm Sewer< 48"> 48" Project Area Proposed Basin Proposed Channel Improvement Proposed Storm Sewer Proposed PondingDepth (ft)0.25 - 0.500.50 - 1.001.00 - 2.00> 2.00 0 500Feet Location Map Sheet H-74Proposed 25-YR Ponding Northern Sheet: B-66 Eastern Sheet: B-75Western Sheet: B-73Southern Sheet: B-83 Master Drainage Plan° ° Scale: 1 Inch = 500 Feet .X .. .� 0" 30" - r_ 3 fi•. li < AOA A �--¢18' 6 5 ^ 18 .. m 18" 30 78... 9 s•' 0 �9D � 18" 18" 18 �i---•3- No,rther•n Sheet': -.. E IRBY ST a .�: w 1H� i �.?. ��•-_ `ti 8,, _ Y E IRBY ST 1H - IRBY ST N a :lr a; I' .I .�. 15"�,. I 1 21 L ^`b 78 ESSEX ST 18" PRO CASTON ST - _ _ + - �., A F N 1511 ....,.W.. - - �'•,"♦� �` - 'P ,. ' _ - ��tR' F1 A� — �� ram' w• 18"� J w 1 N „ .�.N��ry ,a. Ya �� i . Z � ANCHOR ST ,YN WO•R9 R , R �N �. • N� it l Wr' • "Cy', _ — — — — — — — t•,. ` 2 . Z'. ii z 7 18" 18.. 18 �° sl ♦. - Ao T�2•. 18" X4-_-`^`r'- 5 X4' - i 27" •m 21' 24" 27" ` rye. 2 WWOODRGW,AVEI PALM S7� I X 1 b' 'arw-1g•..,, RO"I `� a ,.21..�52 24•y^"15 - R - .,g6 ' -•�• _ 30„ 3Q' r 30'• 24" 1y 24" 2 1 P4" 3 4 21 1., v �o • ' o �I N 30,. 1�8'y'' X`0" 3. 3►��J ZD 1 G 24.. 2a,. 24„ N 24� �■ C" ..1 :'M1I ^, - i` 36 1 F a y�J 8OLG - - - , 1G vim+. 18" 1g• 18 12" 12" 12' 1,2, 12" i A�E _ 12" CAMrP,u5 s7 F s 18 18 i� M � RADO �QP 18 ,78• lD IF x 781 1F . CLARK ST ! 0 1�a - - S v w M m', Ln 1 G f o 3U" 30' 'h� 3s A 36„ N. 30' 30' 30' 30" rr,,LL M , ~ . '"- 1 F � 1 G M ALABAMA AVE nI T I C `2o ,FEZ r iL.• .N t 24" N za — f v 24• 24" ALABAMA AVE ti `�-. iy N� - ' ^� 21„ 21s - - 15 IF " 1113 M M 7 BOYD S7 ALABAMAAVE _ 6'p 1 ` - 18" x N . •..... 5,. IAA m M --0 `15" `^ GEORGIAAVE 1F w 15 j 15 30 24- . 1N 15N 151, 4 24" 15"24„ 24„ 24,. 24,. w 15.' 24" 1F ...�- X -" W GARLAND AVE �'- �' c -' Vie' >�' � I' 60' 'rl 1E m * - + Z r.. _ Sri .�1 - ^. -. in 21" 18" x M N = M 18„ r N 21" N X 30" tiN 24 - ++lcx IOWA S7 l0 24„ 2411 241, 24„ Jk R •" "" _ - � in. .�+-;-!" I - _ 'v M - - C,j- 4rp-y'C rN- m •1,xry 4— 24" m 30.. �18" 18 18 OREGON AVE 30" }' z 3.. - _ 15" ^5 15 - - " - l a Jj CUCHIA ST -GIIr __- m - .m y " 4 r •4n 7N F' ~I.�; .� 1p 1 fi l o o VERMONT_ST- 36 36^ M M r'y 15" M . z AUGUSTAST ," N - - VETWON • - Y ■t�.l n _� V. 15;�-^-.15" emu:, ;� - - 22 - - _ L ¢ GENOA ST ♦ '__ w '-w —F ro " c —may! A- i -� M o� oM M 7'X3' N°a_42" : 42ti 4� 2n.fi i a JIM GILLIGAN WAY 18„ - _. ` W' ^Y - { :i i18 N R 42" 1 - 42 IIR2 M10 3 .N u—�' _ •- 18�� 36 = 48"tea 4H" d�.N 48 • 42" �� N I♦ N �S A D .4 Yr"�i t- r- 15�. , - 18 a 96 • 48 f . R o? 24" 24"-�ry- - � _� . �30•�� 78� EFLORIDAA 1" ?41 "�=+s' �Q O� ryN .1 i � i ` J p{'• �% Z - T VE FLORIDAAVE - - ... * �. `"Wilt .@G 1a• 15" 38 24 N PARKWAY DR G.R .,., .. - D• J - i��`° ,'Southern Sheet: B-84 Location Map 0� Sheet H-75 Parcel Boundary Existing Ponding Extents ®Project Area Proposed posed Ponding proposed 25-YR Ponding Feet Watershed Boundary (NHD) Existing Open Channels L Proposed Basin epth (ft) dP;,,,,,,,ll,r 0.25 - 0.50 Scale: 11nch = 500 Feet Existing Basin Existing Storm Sewer Proposed Channel Improvement 0.50 - 1.00 6 EAU MO N T it �� vanLockwood, Andrews * Existing Lift Station + ` 48 ► Proposed Storm Sewer 1.00 - 2.00 T E X A 5 & Newnern Inc. > 48" OP',tNe.heS A LEO A DAILYCOMPANY > 2.00 Master Drainage Plan 10'X6'VW &R STOHIOST VEATCH AVESULPHUR PLANT RD0080 0 8 0080 0 8 1F 1F1G 5.5'X4'5.5'X4'10'X4'15''18''18'' 1 8''18''33''24'' 36'' 30''18''18'' 42'' 30'' 24'' 3 6'' 33'' 33'' 18''27'' 42''18''1 8'' 30'' 33'' 24'' 36''48''30'' 42''18''36''Legend Parcel Boundary Watershed Boundary (NHD) Existing Basin ^`Existing Lift Station Existing Ponding Extents Existing Open Channels Existing Storm Sewer< 48"> 48" Project Area Proposed Basin Proposed Channel Improvement Proposed Storm Sewer Proposed PondingDepth (ft)0.25 - 0.500.50 - 1.001.00 - 2.00> 2.00 0 500Feet Location Map Sheet H-76Proposed 25-YR Ponding Northern Sheet: B- Eastern Sheet: B- Western Sheet: B-75Southern Sheet: B-85 Master Drainage Plan° ° Scale: 1 Inch = 500 Feet SOUTH PINE ISLAND RDWA L D E N RD 6 0 7 6 05 -E 5 6076 0 5 -E 5 6076 0 7 -A 4 6 0 7 -A 4 607-L 6 0 7 -L 6 0 7 -M 607-M Legend Parcel Boundary Watershed Boundary (NHD) Existing Basin ^`Existing Lift Station Existing Ponding Extents Existing Open Channels Existing Storm Sewer< 48"> 48" Project Area Proposed Basin Proposed Channel Improvement Proposed Storm Sewer Proposed PondingDepth (ft)0.25 - 0.500.50 - 1.001.00 - 2.00> 2.00 0 500Feet Location Map Sheet H-77Proposed 25-YR Ponding Northern Sheet: B-68 Eastern Sheet: B-78Western Sheet: B- Southern Sheet: B-86 Master Drainage Plan° ° Scale: 1 Inch = 500 Feet SMITH RDWA L D E N R D 607-A1204-A2 04 203 204 203204-A204 204 Legend Parcel Boundary Watershed Boundary (NHD) Existing Basin ^`Existing Lift Station Existing Ponding Extents Existing Open Channels Existing Storm Sewer< 48"> 48" Project Area Proposed Basin Proposed Channel Improvement Proposed Storm Sewer Proposed PondingDepth (ft)0.25 - 0.500.50 - 1.001.00 - 2.00> 2.00 0 500Feet Location Map Sheet H-78Proposed 25-YR Ponding Northern Sheet: B-69 Eastern Sheet: B-79Western Sheet: B-77Southern Sheet: B-87 Master Drainage Plan° ° Scale: 1 Inch = 500 Feet WA L D E N R D RABBITRUN 204 2 03 204 2 0 3 203 2 0 0 202-X200204 2 0 0 20 3 -A 20 0 -C 200 -C200-C Legend Parcel Boundary Watershed Boundary (NHD) Existing Basin ^`Existing Lift Station Existing Ponding Extents Existing Open Channels Existing Storm Sewer< 48"> 48" Project Area Proposed Basin Proposed Channel Improvement Proposed Storm Sewer Proposed PondingDepth (ft)0.25 - 0.500.50 - 1.001.00 - 2.00> 2.00 0 500Feet Location Map Sheet H-79Proposed 25-YR Ponding Northern Sheet: B-70 Eastern Sheet: B-80Western Sheet: B-78Southern Sheet: B-88 Master Drainage Plan° ° Scale: 1 Inch = 500 Feet S MAJOR DR(PRIVATE)W I L LOW CREEK D R RIVIERA CT TROONCYPRESSPTWA L D E N R D MAHOGANY RUN IH 10 SINTERSTATE 10 SINTERSTATE 10 SIH 10 SWI L L OWB E N D D R (PRI VAT E)202108 202108 202-X 202-A 24 '' 1 8 ''18''30'' 1 8 '' 1 8 ''15''15''18''15''15''15''18''24''24''1 8 ''15''24''30''1 8 ''18''1 8 '' 1 8 ''18''24''18''18''24''30' '18''18''18''1 8 ''15''15'' 30''24''18'' 30'' 18''24''18''18''30''18' ' 18''24''1 5 ''18''24''15 '' 2 4 ''18''36''15'' 4 2 '' 24''15''18 '' 36''24' '18''1 5 ''18''24'' 1 8''42''24''24''42''36''24''15''15''24''24'' 1 5 '' 18'' 15''21'' 30'' 18''18''24''18''15''24'' 18'' 24''15''18' '24''36''24''15''18'' 15''30''24 '' 21''30''4 2 ''30''36 ''18''18''36''42''24''18''36''2 4 ''18''3 0 ''24' '18''30''1 8 '' 18''24''24''3 6 ''18' ' 24''18''18''36'' 18''42''18''3 6 ''24 '' 2 4'' 18''18''18''36''18' '15' ' 24'' 21''30''18''15' '36''18''18''30''18''18''30''15''18''24''2 4''18''30''18 '' 36 ''36''18'' 15'' 1 8''24''18''42''15''Legend Parcel Boundary Watershed Boundary (NHD) Existing Basin ^`Existing Lift Station Existing Ponding Extents Existing Open Channels Existing Storm Sewer< 48"> 48" Project Area Proposed Basin Proposed Channel Improvement Proposed Storm Sewer Proposed PondingDepth (ft)0.25 - 0.500.50 - 1.001.00 - 2.00> 2.00 0 500Feet Location Map Sheet H-80Proposed 25-YR Ponding Northern Sheet: B-71 Eastern Sheet: B-81Western Sheet: B-79Southern Sheet: B-89 Master Drainage Plan° ° Scale: 1 Inch = 500 Feet BERARD CIRCASH CIRIH 10 SWALDENRD FANNETT RD(P RIV A T E) PARKVIEWDR ANNIELOUDRLAVERNA DRQUAD LN(PRIVATE)IH 10 S RAMPSHELLEYDRIH 10 S RAMPL A K E W A Y DR SEALE RD CRESTLAND LO OPIH 10 SS TIV E R S D R MEL SHA LNINTERSTATE 10 SR O B E R T S R DINTERSTATE 10 STYRRELLPARKRD(PRIVATE) (PRIVATE)CRESTLANDLOOP CRESTLAND LOOP108-A100 Hillebrandt Bayou108-A100 Hillebrandt Bayou108-A1100 Hillebrandt Bayou108-B100-X108-A 108-A1108 108 1 0 8 100 -K 100-K 24'' 2 4 ''24''24''24''36''24''24''24''24''18'' 24''24''18'' 24'' 18'' 24''18'' 18'' 24''24 ''36''36''Legend Parcel Boundary Watershed Boundary (NHD) Existing Basin ^`Existing Lift Station Existing Ponding Extents Existing Open Channels Existing Storm Sewer< 48"> 48" Project Area Proposed Basin Proposed Channel Improvement Proposed Storm Sewer Proposed PondingDepth (ft)0.25 - 0.500.50 - 1.001.00 - 2.00> 2.00 0 500Feet Location Map Sheet H-81Proposed 25-YR Ponding Northern Sheet: B-72 Eastern Sheet: B-82Western Sheet: B-80Southern Sheet: B-90 Master Drainage Plan° ° Scale: 1 Inch = 500 Feet LA F IN D R 107106107107107107-C 1 0 7 -C 1 06 -B 106 -B 1D Legend Parcel Boundary Watershed Boundary (NHD) Existing Basin ^`Existing Lift Station Existing Ponding Extents Existing Open Channels Existing Storm Sewer< 48"> 48" Project Area Proposed Basin Proposed Channel Improvement Proposed Storm Sewer Proposed PondingDepth (ft)0.25 - 0.500.50 - 1.001.00 - 2.00> 2.00 0 500Feet Location Map Sheet H-82Proposed 25-YR Ponding Northern Sheet: B-73 Eastern Sheet: B-83Western Sheet: B-81Southern Sheet: B- Master Drainage Plan° ° Scale: 1 Inch = 500 Feet W CARDINALDR A V E N U E A G O R M A N R D (PRIVATE)W CARDINAL PALERM O DRW CARDINAL H A G N E R R D THERESA STBUN S T A MM I E S T H A G N E R R D C H A M B L E SS D R WCARDINALDRRAMP ERIE STERIE STH A G N E R R D 106 1 0 6 1 0 6 -B 106 -B 1 0 4 -B7-6'X6'1 E 1 E 1 E 1E 1E 1E1E1E 6-72''18''18''24''24''18' '42''24''1 8'' 24''18' ' 18'' 42''30''60'' 48''24''18''18''42''24''3 0 ''30'' 18'' 24''18''6 0 '' 48''24''36'' 54'' Legend Parcel Boundary Watershed Boundary (NHD) Existing Basin ^`Existing Lift Station Existing Ponding Extents Existing Open Channels Existing Storm Sewer< 48"> 48" Project Area Proposed Basin Proposed Channel Improvement Proposed Storm Sewer Proposed PondingDepth (ft)0.25 - 0.500.50 - 1.001.00 - 2.00> 2.00 0 500Feet Location Map Sheet H-83Proposed 25-YR Ponding Northern Sheet: B-74 Eastern Sheet: B-84Western Sheet: B-82Southern Sheet: B- Master Drainage Plan° ° Scale: 1 Inch = 500 Feet SPINDLETOP AVEE C A R D I N A L D R W CARDINAL ROLFECHRISTOPHERDRE C A R D IN A L D R A V E N U E A W CARDINALWIL B U R B L V D S PARKW AY DRVEATCH AVEE C A R D I N A L (P R IV A T E )(P RIV A T E) E CARDINAL DR RAMPE S P A R S T HILLEBRANDTECARDINALDRRAMPF A I R V IE W A V E E C A R D IN A L D R R A M P E C A RDI NA L DR RAMP S U N S E T S T P O R T A R T H U R R DPALERMODR MYRNA LOY DRCHARLOTTE DRBINGM AN DRW I N F R E E S T S U L P H U R DR S K E N N E T H A V E HIGHLAND AVEE P A R K WA Y DRHEI SI G ST WC A R DI N A L D R U P A S JI MMY S I M M O N S B L V D JI M MY S I M M O N S B L V D104 009-A1041041 0 4 -C 1 0 4 -C 3-7'X5'3-7 'X5 '3-7'X5'3-7'X5'4-6'X6'4-6'X6'1E1F1 E 1 F 1 E 1 F 1 F 1F1F1F1F 1 F 6'X5'6 .5 'X 5 '5'X5'6.5'X5'4 .5 'X4 '5'X2'6'X5'6.5'X5'30''30'' 18''18''24''18''1 8 ''15''15''15''24''24'' 1 8 ''18''24'' 54''24''18''24''18''15''18'' 1 8 ''15''24''18''1 8''21''18''18''15''18''18''15''18''1 5 '' 2 4''24''24''18''15''18''18'' 2 4''18'' 18'' 12''18''24''15'' 2 4 '' 24'' 2 4''18''6 0 ''21''30''18''24'' 2 4''54' ' 24''24''24'' 1 8'' 2 4'' 18'' 6 0 ''2 4'' 4 8 '' 4 2'' 4 2'' 4 8 '' 3 0'' 3 0''24''18' '18''6 0 '' 3 6 ''54''24'' 36'' 42''30''60''2 4'' 5 4 '' Legend Parcel Boundary Watershed Boundary (NHD) Existing Basin ^`Existing Lift Station Existing Ponding Extents Existing Open Channels Existing Storm Sewer< 48"> 48" Project Area Proposed Basin Proposed Channel Improvement Proposed Storm Sewer Proposed PondingDepth (ft)0.25 - 0.500.50 - 1.001.00 - 2.00> 2.00 0 500Feet Location Map Sheet H-84Proposed 25-YR Ponding Northern Sheet: B-75 Eastern Sheet: B-85Western Sheet: B-83Southern Sheet: B- Master Drainage Plan° ° Scale: 1 Inch = 500 Feet S M A RTIN LUTHER KIN G PK W Y S U L P H U R P L A N T R D AMOCO RDE C A R D I N A L D R HWY 347E CARDI NALO HIO S TSPINDLETOP AVE(PRIVATE)E CARDI NALE CARDINAL DRRAMP HWY 347 E C A R DIN A L D R R A M P AMOCO RD H W Y 347 E C A R DI N A L D R RAMP HWY 347 RAMP E C A RD I N A L DRECARDINALDR0 0 9 0095'X5'6'X5'5'X5'6'X5'5 .5 'X 4 '42''24' '18' '18''18''24''24''3 6'' 36''18''30''48''42'' 18''54''33''24''54'' 30'' 33''18''24'' 42'' 30'' 18''33'' 36'' 2 4 ''24''54'' 60''48''Legend Parcel Boundary Watershed Boundary (NHD) Existing Basin ^`Existing Lift Station Existing Ponding Extents Existing Open Channels Existing Storm Sewer< 48"> 48" Project Area Proposed Basin Proposed Channel Improvement Proposed Storm Sewer Proposed PondingDepth (ft)0.25 - 0.500.50 - 1.001.00 - 2.00> 2.00 0 500Feet Location Map Sheet H-85Proposed 25-YR Ponding Northern Sheet: B-76 Eastern Sheet: B- Western Sheet: B-84Southern Sheet: B- Master Drainage Plan° ° Scale: 1 Inch = 500 Feet BROO K S R D BOYT RDSOUTH PINE ISLAND RDN OL I A L N 607-A 6 0 2 -A 2 607-A 6 0 2 -A 2 607-A 602-A16 0 2 -A 2 602-A6 0 2 -A 607 6 0 7 -A 2 6 0 7 -A 2 Legend Parcel Boundary Watershed Boundary (NHD) Existing Basin ^`Existing Lift Station Existing Ponding Extents Existing Open Channels Existing Storm Sewer< 48"> 48" Project Area Proposed Basin Proposed Channel Improvement Proposed Storm Sewer Proposed PondingDepth (ft)0.25 - 0.500.50 - 1.001.00 - 2.00> 2.00 0 500Feet Location Map Sheet H-86Proposed 25-YR Ponding Northern Sheet: B-77 Eastern Sheet: B-87Western Sheet: B- Southern Sheet: B-91 Master Drainage Plan° ° Scale: 1 Inch = 500 Feet SMITH RDBROO K S R D N OL I A L N DENLEY RDSMART ST607-A1406406204-A204-A607 -A 406-F 406-F Legend Parcel Boundary Watershed Boundary (NHD) Existing Basin ^`Existing Lift Station Existing Ponding Extents Existing Open Channels Existing Storm Sewer< 48"> 48" Project Area Proposed Basin Proposed Channel Improvement Proposed Storm Sewer Proposed PondingDepth (ft)0.25 - 0.500.50 - 1.001.00 - 2.00> 2.00 0 500Feet Location Map Sheet H-87Proposed 25-YR Ponding Northern Sheet: B-78 Eastern Sheet: B-88Western Sheet: B-86Southern Sheet: B-92 Master Drainage Plan° ° Scale: 1 Inch = 500 Feet BROO K S R D NOBLES & GEHEB RDWELLS DRR A B BIT R U N 309 200 309 200 200 Legend Parcel Boundary Watershed Boundary (NHD) Existing Basin ^`Existing Lift Station Existing Ponding Extents Existing Open Channels Existing Storm Sewer< 48"> 48" Project Area Proposed Basin Proposed Channel Improvement Proposed Storm Sewer Proposed PondingDepth (ft)0.25 - 0.500.50 - 1.001.00 - 2.00> 2.00 0 500Feet Location Map Sheet H-88Proposed 25-YR Ponding Northern Sheet: B-79 Eastern Sheet: B-89Western Sheet: B-87Southern Sheet: B-93 Master Drainage Plan° ° Scale: 1 Inch = 500 Feet INTERSTATE 10 SBROOKS RD INTERSTATE 10 SIH10SIH 10 SIH 10 S RAMPFANNETT RDS MAJOR DRIH 10 S RAMPBAYOUWILLOWPKWYWILLOWBENDDRIH 10 S IH 10S IH 10 S IH 1 0 S200 200 200 200 200 4 2'' 2 4 ''18''18''36''42''18''42''18''36''36''42''42''42''18''1 8 ''18''1 8 ''18''24 '' 24 '' 1 8 ''18'' 36 ''18''36''42'' 42''24' '24''3 6''24' ' 42''42''18''2 4''36''1 8 '' 18'' 42'' 42'' 36'' 4 2 '' 18'' 18'' 18'' 36''18' ' 18'' 36''18''48'' Legend Parcel Boundary Watershed Boundary (NHD) Existing Basin ^`Existing Lift Station Existing Ponding Extents Existing Open Channels Existing Storm Sewer< 48"> 48" Project Area Proposed Basin Proposed Channel Improvement Proposed Storm Sewer Proposed PondingDepth (ft)0.25 - 0.500.50 - 1.001.00 - 2.00> 2.00 0 500Feet Location Map Sheet H-89Proposed 25-YR Ponding Northern Sheet: B-80 Eastern Sheet: B-90Western Sheet: B-88Southern Sheet: B-94 Master Drainage Plan° ° Scale: 1 Inch = 500 Feet SEALE RD TYRRELL PARK RDMEL SHA LNFANNETT RDGREENMOOR LNBABEZAHARIASDRCHANDLER DRPHELPS RD E M E R A L D D R CHAPEL LNDOWNS RD C O M B S D R BABEZAHARIASDRBABE ZA H A RIA S D R200-B2100-X1108-B1052 0 0 -B 2 1 0 0 -X 1 0 0 -X 18'' Legend Parcel Boundary Watershed Boundary (NHD) Existing Basin ^`Existing Lift Station Existing Ponding Extents Existing Open Channels Existing Storm Sewer< 48"> 48" Project Area Proposed Basin Proposed Channel Improvement Proposed Storm Sewer Proposed PondingDepth (ft)0.25 - 0.500.50 - 1.001.00 - 2.00> 2.00 0 500Feet Location Map Sheet H-90Proposed 25-YR Ponding Northern Sheet: B-81 Eastern Sheet: B- Western Sheet: B-89Southern Sheet: B-95 Master Drainage Plan° ° Scale: 1 Inch = 500 Feet CANDLELITE DRMOONGLOWDREAGLEAVEBOYT RDBOYT RD602-C4 0 0602-C400602 -C 6 0 2 -A 6 0 2 -A 4 06 -C 406-C Legend Parcel Boundary Watershed Boundary (NHD) Existing Basin ^`Existing Lift Station Existing Ponding Extents Existing Open Channels Existing Storm Sewer< 48"> 48" Project Area Proposed Basin Proposed Channel Improvement Proposed Storm Sewer Proposed PondingDepth (ft)0.25 - 0.500.50 - 1.001.00 - 2.00> 2.00 0 500Feet Location Map Sheet H-91Proposed 25-YR Ponding Northern Sheet: B-86 Eastern Sheet: B-92Western Sheet: B- Southern Sheet: B- Master Drainage Plan° ° Scale: 1 Inch = 500 Feet SMITHRD406-G3 0 0406 4064 0 6 406 40 6 -C2 4 0 6 -C 2 4 0 6 -D 4 0 6 -D 4 06 -D Legend Parcel Boundary Watershed Boundary (NHD) Existing Basin ^`Existing Lift Station Existing Ponding Extents Existing Open Channels Existing Storm Sewer< 48"> 48" Project Area Proposed Basin Proposed Channel Improvement Proposed Storm Sewer Proposed PondingDepth (ft)0.25 - 0.500.50 - 1.001.00 - 2.00> 2.00 0 500Feet Location Map Sheet H-92Proposed 25-YR Ponding Northern Sheet: B-87 Eastern Sheet: B-93Western Sheet: B-91Southern Sheet: B- Master Drainage Plan° ° Scale: 1 Inch = 500 Feet S MIT H R D INTERSTATE 10 S3123 09 3123 0 0 3 0 9 312300 3 00 Legend Parcel Boundary Watershed Boundary (NHD) Existing Basin ^`Existing Lift Station Existing Ponding Extents Existing Open Channels Existing Storm Sewer< 48"> 48" Project Area Proposed Basin Proposed Channel Improvement Proposed Storm Sewer Proposed PondingDepth (ft)0.25 - 0.500.50 - 1.001.00 - 2.00> 2.00 0 500Feet Location Map Sheet H-93Proposed 25-YR Ponding Northern Sheet: B-88 Eastern Sheet: B-94Western Sheet: B-92Southern Sheet: B- Master Drainage Plan° ° Scale: 1 Inch = 500 Feet LABELLE RDIH 10 S RAMPIH 10 S RAMPFR INT D R HWY 124INTERSTATE 10 SWESPARK CIRIH10SRAMPWESPARK DRINTERSTATE 10 SIH 10 SIH 10 SIH 10 SFANNETT RDLABELLE RD FR IN T D R 212 200 3 0 9 2122122003 0 9 201 Legend Parcel Boundary Watershed Boundary (NHD) Existing Basin ^`Existing Lift Station Existing Ponding Extents Existing Open Channels Existing Storm Sewer< 48"> 48" Project Area Proposed Basin Proposed Channel Improvement Proposed Storm Sewer Proposed PondingDepth (ft)0.25 - 0.500.50 - 1.001.00 - 2.00> 2.00 0 500Feet Location Map Sheet H-94Proposed 25-YR Ponding Northern Sheet: B-89 Eastern Sheet: B-95Western Sheet: B-93Southern Sheet: B- Master Drainage Plan° ° Scale: 1 Inch = 500 Feet TYRRELL PARK RDBABE ZA H A R I A S D R DOWNS RD BABE ZAHARIASDR FR INT D R B A B E Z A H A RIA S D R BABEZAHARIASDR 200 105 200 105 200 105 200 200-A2 Legend Parcel Boundary Watershed Boundary (NHD) Existing Basin ^`Existing Lift Station Existing Ponding Extents Existing Open Channels Existing Storm Sewer< 48"> 48" Project Area Proposed Basin Proposed Channel Improvement Proposed Storm Sewer Proposed PondingDepth (ft)0.25 - 0.500.50 - 1.001.00 - 2.00> 2.00 0 500Feet Location Map Sheet H-95Proposed 25-YR Ponding Northern Sheet: B-90 Eastern Sheet: B- Western Sheet: B-94Southern Sheet: B- Master Drainage Plan° ° Scale: 1 Inch = 500 Feet