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HomeMy WebLinkAboutBeaumont MDP Report Exhibits�SRd ap�f i � y ❑ U. � a r � G - - Highland CL a L A pa 1pU6,I II'm Region 1 z In = a i5 may r d R � n_ m IS4111 N�I S V IL - IC, -m IC, Ma, 7 (r x o pb 61169qu e'1 y e Region 2 cs m b Region 3 2 phtt M U E S rni 031 pa %#!WS v 10614 a aL4P v v Y Y .v� "a 3 a r ~ sulea pa wn"w N Leggy Exhibit 1 o Z a City Limits Modeling Regions: Modeling Region Divisions Miles Region 1 Lockwood, Andrews Region 2 B EAU M- N T LA LanA NewnInc. A LEC] A DY C.-C]MPANY Region 3 Master Drainage Plan = F Creek Q0 low � 3 0 enmi/e Creek c� 3 [7 d u d \ Z l l 4 Ld son Canal ~ ra` - — 0°rrh _ E � n ^J• l� - � 1 / O m� m yr �mt how _o erNe he p — c .b. m Bg99Y �eK m di r (D Legend 0 1.5 3 Q City Limits FEMA Effective Floodplains TTn Miles Major Rivers/Channels 100-YR Floodplain LanLockwood, Andrews & NewnBm, Inc. 500-YR Floodplain A LE. A GALY COMPANY, i d 0 t CO U Exhibit 2 FEMA Effective Floodplain Master Drainage Plan 0 Q) kay=hes Tiger 3D C r1ele Creek River Salt Bayou TenrAle Creek 0 Creek Union Canal -Neches River Scatterman Lake -Neches River -S 2500 unns illebranift H Canal -Neches ou River ana eches Ba 4300 cap Riv'oe Lawson Canal S6 4r .0 4"r ss jlrk9 4400 Y400 600 3620 _.kc • 2 3700 420 2300 • a ... 0-4 M AD HIftbrVdtayou 2900 A rOO agar Lower Neches Valley 14" 2320 7 Authority Canal -Pine o 4200 Island Bayou werNeo 2100 0 ltd hes Q. ,e slough 2000 Ar. CIO, 4100 jai a 2800 2600 Ellis Branch_Village Creek 600 2700 Voet N C' 500 'eBoggy 1800: Boggy 131 Canal -Pine Creek -Pine Island Bayou Island Bayou Dow er Neches Rock y ut ority Valley I 1e A h G 'Rele k! B I Creek Canal -Taylor Bayou Legend Exhibit 3 City Limits DD6 Gage Locations: 0 1.5 3 Miles r—1Watersheds 0 DD6 Antenna Flood Early Warning System (PEWS) Lockwood, Andrews 10- Open Channels BEAU MONT DD6 Precipitation LIIIwT E X A 5 & Nenam, Inc. A LE. A DALY COMPANY 1 4 Proposed Gage Locations 0 DD6 Stream/Precipitation Master Drainage Plan pR z 'Q 0 1.5 3 Miles LanLockwood, Andrews & NewnBm, Inc. A LE. A DALY CgMPAiJY 9�*4 o�\O o_ Lin Z x - k Co w �J Ito `� r o ■ �.�wL�a '\�L L � 1 o� z1l�mitz0. r �PQ- JE 1■)� a t� ,m 9 -� HIGHLAND P N'r 1 01--- w za - PENNSYLVANIA.ST J 5YY Y W �PIN 0� 5ST--7e-d!nor, iwa6Dw P. G� �i (Gil. r 7W7■• N CD Qi ��Gi♦�♦V�riirKJs m t� �' • ■■� `BOB ST c0� OQSo�J=o'�i� u~�iloii■1�� ■ J � HOC> �9< P���♦f aesiwW��■O�M�A�T r w '4i• .�F� !S .>♦��Qaiiwii x■LUSAN�`ST INFirMNorsk ��ARllion 2 > z o y'ata.-.-- a a F J s�.. cQ 11 Yl•-T ST (nR, Nrd I-japa , _ `■_■_M� J 1S -ice R/IrJ7riRJN El�iili Ill 1241-- cn qm ♦. 4TH ST em tJ F L) � i� U t• Y w o W LLU In. z L) - Ilinil �, ■ o�1ir > a w ) n z�(D �!>' a .r L< a ¢ r■tx a z° o o e r m ■ wlllls cajrrzpie < g> z w- .� o a ?>"^; J) 10S;H i, 1 w -Q'• �n o Ig: _ W�>._749W, LAFIN� w Zi> �� ^T(,� S 0 U �- o 16T 1H-ST _ INTERSTATE 10 N 0 0 O i -® �19TH ST' u~) �> \ r ♦w wRD ST S w m a o tz O� "� 23RD ST K Q w �� > = CENTRAL DR - - G Q OJL m DR f1 LUTHOMAS RD J N ➢ '� p` low �� '' x EDSON DR m m CHAMBERLI 5N DR= q �PW 2 A �7 LINDBERGH DR MHOWELL STx , o U w ➢LN Y O _ LpNGHPM'IRD� �tU) � T �' RO 9` .ir� 51EQ �3 ®�� .■, 0�z` a -1--� O + - u W ♦ nj0 `I 1 r AMELIA-ST r--I z _ w O GLENdALEFST Rp € - 1 �r AVALON STI 1 N' OLD V 019 z OOFt ' _ go ■ . o c x N MTq�'pR CDR - r Q - �N _ i.. : o W� < GAGE w ,—i'.:i r / - AO- J • K u~i .o@MEN RD L Z N ` . ❑ J U > IZ N C) OOp� 0 �O U.)~ EAST LN O o y �uF1aH.RD m City Limits = Open Space (A-R) Legend: Parcels by Land Use 1 Kv 0 �S o �O G 7 Heavy Industrial (HI) Residential -Average (RCR) Undetermined (NC) Commercial (C-M) Light Industrial (LI) Residential - Multi Family (RM) Undetermined (PUD) Commerical (GC -MD) Public Open Space (OP) Residential -Average (R-S) None Exhibit 6 Parcel Land Use by Type BEAUMONT T E x A s Master Drainage Plan JGac D g �yCreek Qo a <`9e,C ° o T ° eh'i/e/Creek c� �w L O L .L <01 d 005 ` o Z 1 0 � 102 rJ� i 104-B � Gd� •��e V� Box Lawson'Canal 4� 'oAe Cdhd/� 44 a as`a\ m u :+' Pa lPw'Iv.II�H eS.G o° o0 o C 'o E oo s 108 tnIII �• � r 106-C1 m fo0-0, lsaPa m g ° 1 0 N 4th Sx SS 'M1l P^ '02C a 110-C ^O 107-'A- o ay a 1 107_B o O2 . a�� u o - 107 1p0 N�\\ebra�a`g 1�3 ca 100-D1 a `070 SSM1l1 H 0- 9 100.P - 110 tiei w O k O 7 � y 105 100-X1 Q 1 112 00✓ 9, 117 708_41 108-8 mm 905 ¢ L7 o 200 9r r N LL o oa.P moo �' Q a122�/ 001-A2PiPe o �26 X 200-A 1p0Ga\dN'o 1 = 1 . x N 111-B1 LIP�� c 903 _ 125 y� o co r o 109-A2 118-B / O 903 2 mid, m 111-C $ N 123 121-A n 2 901- 0 N IVy&s��P m 118-A i �202k �2 B �`l' P mm,'O n N } 202-D1 0 �� 202-Ek 123-D 1 O NI v N ry O 12 121-G 2p2� Q 3-E �' N 202-B•y- P 7002-G 1004-A1 M 1000-A1 N 202,F7 ryo Zt�,U w N o o f7 et o o Q o oo�G 202-ElD tioti N o a Boggy,Gre 002-F 000 ^ 0 202-E1E 2 m _ o to U } r N a ah 0 d✓ � i1 Legend Exhibit 7 Major Rivers/Channels Open Channels Detention Basins 0 1.5 3 Open Channels & Detention Basins Miles City Limits DD6 Channel DD6 Detention Basin —� BEAUMC3NT LanLockwood, Andrews Non-DD6 Channel _ Non-DD6 Detention Basin T E X A 5 - & Newnam, Inc. A LE. A DALY COMPANY Master Drainage Plan 5 t t! l� V C i m aAV purVLOIH G a � m 4 41h 0 sg �i~ S a v U _ tS toll S 6 t N 'A i �t 0 IQ Or AM1 U3 jaeyls Rd U � � � m k� a m � 4 40 ACVA - 1� o eG4. 0 ��T� pQ � E � b � c m Legend: Exhibit 8 0 1 2 QCity Limits Problem Sites Flooding Hotspots Frequently Flooded Areas EOC Defined Low Tn Miles Lockwood, Andrews Flood Reports Defined Med B EAU M O N T Lan 8tNewnI T E X A S LACO A LE.A DY COMPANY High Master Drainage Plan 3 0 O Gladys Ave ph00 Blvd i mon l in cipall kirport J Waxh-W-11 Eti1y' i Waldr;;. __ 3 r °= i-r [Yelzw �e� yL Was Roy-e City xu n krWbIl I 1 — Nec ham' Cei,t[ Legend Exhibit 9 1 2 C City Limits Generalized Overland Flow Paths & Drainage Areas Miles Generalized Flow Paths B EAU MO N T LanLockwood, Andrews T E H A S- & Newnam, Inc. Generalized Drainage Areas A LE. A DALY COMPANY Master Drainage Plan 0 ALMA DR w J O 2 HWY 96 S z J W cr n T� F21 COOKS,- v z z 3: o 0 CC 0 w U p a SWEETGUM BEASLEYDR FM 3513 RD N RD S CREEKWOOD z CPLvpN 1'4 RD a EL P 1 4, ON*DI n OV�r1 Fz Q�y1A �Y.,. Q .c A �z p < m O-`r m g HIGHLAND P� . L Q p m --�' F C " PENNSYyLV�ANIA ST Y < w;SAXpPJ����J q'C gST - tQ,w4.Un�. `i■�� a0Dw AVER w co cP -m � f , BOB STI ... K ` _Q'. J� .4` ?U7' y PJN ¢ . r 0�00 K PJ�� . w `a .O MARIE ST y i s ❑- Off- wm Fj;Y, •¢ cr -USAN STQ r m N �P y EWING ST r •3 > 2' r. f z pG oo r_ s T r> a •�I �.� _i'� w.4ST•r-- �,.r •-w� +. ST ....,,r f' 4TH STru) _. w -.F- - I~- O rcn: ,O W .I- ..Nt.� WO n a z > U. N O =, ? 7= 6TH ST S, a .0 x wU` V F- a a W L•i N I.Or. z. z. o ~ 1 w t ¢ O, z r> a IF-' �¢.. �N ¢� +ut. ..In .. �.. ' +'• • z m W m 10TH ST' itm w 0 • In-.0 J -- z ANITAS w . !Z_ . ^��� Sj• w SO� - .� , �! �f. _�� d'a w w•;� 'LAFINm O ! 16TH ST IH 10 N.r' 19TH ST �i •'^'. '.. > ' Ik ,�. 0.. ¢;aw. f.RO . •= -.w 23RD ST S �m i, •z 0 z - OQ-.J .. 23RD,STs .. x - o •:o }.� ✓F aA �RyO� v S�iTyq� o O � Z =x m o 09 S a N M LL �D or, C �Q00 P��NJR z Y HEBERT RD SUNSHINE DR N HILLEBRANDT RD w w p LATTA RD a a U W 2 s���NNPG�N RO - a C ..z CENTRAL DR :.. .0 ,f '� . -TY J „ w •. ' 1 ._.._. . O -G �..'i. I RRELL.PA . - - z., Rom. m l ``. :.Gp F� ,O _ ' ._ W LUCAS DR g � N ,v���. .1t. O O .. PARK RD .... THOMAS RD e ~.:i li. ' z #Ai •��._ �n'� 04r - '� O �'� EDSOMDR=- .. .. i CHAMBERLIN DR'x e x. z m'm F }. • e e. S..Y •. .,:�.'.�O.I • I �P �. _li O -- LINDBERGH5Q; �.�-'. _r •� }"y,. .� 7�rt.• R •. . - - jz s'..• `t-• :KIPLING'DR ,f �i'mHOWEL.3L ST15.. .. :r.. . .�'}'f s�.:e y O 00 �.= �fi i1. ` 4 RD ir,w{ r, „ Z O (SHAM' QrQ •'•0 YLN, �' LAN it ►�-,� - �j�;�.'7 �i'1 wr kr �� O AN, o I T -Z Ld ���p0 MFR�R ti... - ` �' ry ► CHAMPIONS DR f' is jti JgN I,[.•spDR, TF I AMELIA,ST ,+�i•... .WILLOW I o ..�� GLENDALE SI r_, - V Rp Z• O� •. V :- , . AVALON ST •- ,_:-S'M JOR7DR xOLD x z - NOE L ` hr - 0 •..a+ % y �V.,t (P MAJOR DR. t3. '� �� .'�'li•.9 � • ; ! . � '.� T ,f.._.-e-y � W W ,t..y o GAGE r — f• .: �OY1 .— rY 0- w 3 1 4 : WOOTENIRD,:.� . °� 1,Li{"~ �O. 0 CD 7p El xon:'e+�c_ fi 'a ~• -�'.ly z------:'•• ' _ -Y-Y m �� q .i - ''" T';�•�' • KEITH RD - EAST•LfJ : - - N �. EST f- --� gC�040 OAKS DR ._ _ ^ ^ _ -►. (D 0 1.5 3 TFn Miles LanLockwood, Andrews & NewnBm, Inc. A LE. A DALY COMPANY Legend Q City Limits Existing Ponding Extents Depth (ft) 0.25 - 0.50 0.50 - 1.00 1.00 - 2.00 > 2.00 I LABELLE RD 0 BAYOU DIN DR w o WINZER DR WINZER RD N� Z9 O �2u 0 o GAULDING RD 0 F- 0 Y }O m KENNER RD OAK LN z J W z J K z z Y STACY ST K ti J O GO Exhibit 10 Citywide Existing Ponding 2-YR BEAUMONT T E x A s Master Drainage Plan ✓F o +a 09 S � v N M 0�p r pN\p LL �NJR r 06 Y N ti0�� x apV\N+ QS`,.��OQ; qL HEBERT RD `O N{ > �� o u) �O 1 p0,. < m`r 9�P��. r" HIGHLAND PJ� P��NJP 0 KENNER RD ::, u)}u)z¢zrru f Avg: w z n x OAK LN 4 PENNSYLVANIA ST J U 2 Diw SAX PIS ST. ' N ',LuaUi� SUNSHINE DR w u Y" G��" a G� AVE w mOD,N� L ^' ❑ 7T, it BOB ST W - QP D_.. -a N P > ..'a -"�- MA uri HILLEBRANDT RD W a sQ OV\PP' w N EWINGST�`;. :..��t . �.�,'i6 `-`.�¢ ,c_ USAN ST T. }m GN r y F + ,.Z• w z �P o❑ i s U. ;:. _cn w""`. y."'"Q _•.. s7;',"' x-Q_. '{-:�r =� ,..15 -+�'i�rw:rG:S•.l=i+�-•~ Q• LATTARD Q u) u) - 4TH STtu), : , 1,6 F O : nr iU. W: }` co• x cn a -z w w F".. , ln.' E. = ,Z " w 0. w . rr • - F- ¢, ¢� .. U: r. j O`, z• LLU W a- U u) z'U`� .x W Wi'NFTz N . m Wa,• t ¢.OIZ+ �Q a ¢,o z �• '..F'�s_¢ .� , -U O- '<_ ".. - v�� > ;z•w. -� U ..¢ - U ANITA�ST'_" O.Nm -m, 10THST. .t}w-w+*a_l ❑ u)--O. ' � ❑ w J �, SO W &LrAFIN❑ GIN R° ❑� s- �: 16TH ST10:N._ . _ .., .�` Y C w 19H❑ ❑ y . QO r 'ST • ur _ 5�_' :>: S s a::a�w r' :�01 :,w _ �. 23R'D ST S m rc ❑ 41 :z o . z - O •. 23RD ST- ❑ • v 'rk s z_ ^. K J . w: 1- CENTRAL DR n + -p' G .�_ n'RREL . z ❑ g ,L,yP�ARK RD w '� Om 1 ,•.-, G S\ .Scn" _ W LUCAS DR 4'i.. - •'oq j O Y r Of + t {� K:-- : r ..._ THOMAS RDr, • ' �YT;N m ` : J z `' ti� Qt' Q� n! w COOKS,- r..L; ,�� _ o � .,� cc ram[ �` + '-' t. EDSON. DRi-7z I I-. m-+', WCHAMBERL�IN.DL2-= Q LINDBERGFI!DR�" z '� ,� N�V t1Z• 11 =�•.r ��j ¢� l _ T � � _ `,•, - J'� 'z. ` ��. " ✓•• pKIPLING•D;' ; . • : , � J.mHOWEL•L STS�• , �.,° :. •ti ABELLE RD �'� s'� f•••aaa� �-r. '' a �� . I- � � +.-.��... + _. � �� fry .:- .Y'i "-��' ,!' � L LLI M CHAMPIONS DR T i x �N ✓ �3cf r'`- r r tii ND DR•: /�F ❑ AME LIA:ST _•:} • :•' IWILLOW,BE:. fi+ RST/.-�,, _ J BAYOU DIN DR o r L,c!$t:. �,R�� -ya. ,i�!'o''-GLENDALESaTZJ1/ q�� z o U o p� .• •1 ,• ? r: c - ti -� • �. `�i- AVALON STI" S;MAJOF2 DR �S p W WINZER DR WINZER RD ALMA DR Z.,c' - �E�' e.:: ,•:r = L a l aa. ' Y S r� o SWEETGUM - • . =u 5 rr v �P N,MAJOR DRr uj. = BE ALMA -� i ! e i.._ pp �' w"w ❑ N� LE�� FM3 GAGE=, %w { r"" • F .{ :�� - r •;�9-•. .Qan 513 ❑ �o .,r O WOOTEN Ftp m HmY 96 S 09 -.�p. f U a, = - --":..�-" l ' j- N ;�� •.- _ C ° z yS� n, i..iy , 1 .,0.. >. C + _ O . N,. x' m CY ST J "� ,3 J '/ J••� �.. ! 'y,0" i- STA w m < 111 a� m, o 4' r �2 nn Opp ..r :'pQ A �a } , c-.r Z ..,�a�,• _ _ _ �� m `-�'. - , Y�2 ¢ RD N RD S �p R° .vim;' -$' _ _ , ,1 t: U 'z. ¢ G1 ���:.' w u J KEITH RD _ - NEAST LN r- ` CREEKWOOD ~ r :- i ► t� F' SMITH eore 2�2_ GAULDING RD � rl RD w _ GP�� PNP a q o IL y J Cpp40 OAKS DRY _ rt Y m O Legend Exhibit 11 0 1.5 3 Q City Limits Depth Existing onding Extents Y g g Citywide Existing Pondin 5-YR TFn Miles 0.25 - 0.50 Lockwood, Andrews 0.50 - 1.00 B EAU MO NT Lanw & Nensm, Inc. 1.00 - 2.00 A LE. A DALY COMPANY > 2.00 Master Drainage Plan ✓F o a 69 S N M 50 �O pN�p LL �NJR � n �O. , `y • R �TOo m � p�1N �S` • . *tom Q� • yL HEBERT RD '.cn �a. 'F oi❑ p. , r'N j' • O N �O Kizeta �-_ z . O ¢ m.0�•.`;j;;`-HIGHLAND PJ.� P W' - ❑ . m . r : ,-. 1?0 KENNER RD �r�.. Q.0 t�z u) w z�y x OAK LN �PENNSYLLVrANIA ST � � Y�<�w�SAX�� ` ST, u) .,.ta w av n SUNSHINE DR G.��`r''�A. G�.:AVE• . w am Nw.._", D - ¢ rt- BOBS T3 - w .aF.r HILLEBRANDT RD w r o P�tJ 1PpJ�. w .,. O MARIEST, w i,I�, �• Fii: �>* r USAN STy -� uu) GN�V i wo y EWINGST F,� F- > w f r _ •--.'✓mow- STST►i� �, -{..- aJ�4❑Kem'- f ap�< AN� : • ':"!Z3r -•1^a�..S.j."s+__ • 0C. 9' •vcr�'.'r.>t:T�Hf.. . 'a ` frtr?, +i�r',yz-a •'I '•• .'�. � z¢m �IL❑ u� ,Y. •' ar ¢ n r I U-�.. . S ELA1NTNTA PpRED ) u> 4TH N,Q ui NR° ro Lu avm 'ww (uW�6BHS�Sz D zi❑w t z Ol�1•2 p - w[ _QQv J . 10THST-oWST N el f a LIN❑ tx� H10 N• 6TH ST w OQz 19THST u) O 1 *> O ❑aaw w RD cog a, z ❑ z O 23RD ST :❑'.„o '�li z_. R' H a.-.¢., w �G ~ ✓S__�},.� CENTRAL DRiJpq:P r..•• O ' E� , TYRRELL P z ❑ 0._� m • y GO F� `.N WILUCAS DR r ' g N_ v .l� ~7 ` ./ T ' i r O ARK RD _ �. Y COOKS! _ C�1 `` :: �- THOMAS RD;. K m • I - -EDSON DR•- 1, : w y -ti'• -�OF 5 x . I}}y. z m. .,aHAMBERLIN`DRn TT cw7 m G.: •r, �P ,� .�li _ _.i n per.- yLINDBEF2GFi'DR-a R-rP+r • 0�' r ,-zz .y`+• R"KIPLING'D:�i.!�rt =�HOWELLSTI� "i LABELLERD ¢ > ❑ q 0 170 � 1 O�*+s �r ..�f R° .�•� �P5 ... v' .... 1t�.:«:- ��„ - yW - ; - � �I.... ,f �+ u_ Q o0. NOo y� _ � w 0 t. n FRS Fes.' �_ J' �Y CHAMPIONS DR} 7 Z -, BEND DR: �Tc�p . - •, ❑ BAYOU DIN DR o t"' AMELWILOW.� T - ..: w yGLEN1K Up Off - _,; "GN`RO J . _EIS ,..� _ i s '-. + AVALON ST' •i '6 n.AO•¢ WINZER RDALMA P Vz 0-S�MAJOROR_ S•- ❑ WINZERDRDR wD' 1.. ` . ` : .. ❑ f' ¢ v t;MAJOR DR r " it �• o SWEETGUM = ^ + n 7 1. � 4 w lew o OGN VE�E�� = BEASLEY OR ;. _a' .�, y . _ uj _ ? FM3513 GAGE � w o n G _:I..1' TEN F __-co icc A N AO WOOTEN RD, ��5 m �- 0 - 9 WY96S 6 DIY+ z N Wp. o n0 qN D rN .aJ �J❑Z(L' p Df J STACY S pp , f'RD N RD S ¢ �O RQ. t"+: �'! ¢ [ T•r 2 y`j• 'HRD^ m EAST LN - u CREEKWOOD I J z TF ~_ ^� +,� •. ❑ GAULDING RD o w cC = VVPNP11 RD a M WEST LN o j CP a �� �O DR �.. "t Y p O 40 OAKS m GO i Legend Exhibit 12 0 1.s 3 Q City Limits Depth Existing onding Extents y g g Citywide Existing Pondin 10-YR Miles 0.25 - 0.50 Lockwood, Andrews 0.50 - 1.00 B EAU MO NT Lanw & Nen;sm, Inc. 1.00 - 2.00 A LE. A DALY COMPANY > 2.00 Master Drainage Plan ✓F o a 69 S N M 50 �O P� a / [ Q06 z N U � an N P0. 'S`nOA HEBERT RD m c 00.G3 A 9Lco N{ t i..> \ o n 1O ❑ z' z PQ�\� ` P�NJP xi .. wI-m:Q m 5�_ ;r.�-HIGHLAND.P�.. Q00 KENNERRD }•O m psi ¢ ..r .gym r a SFX PJ�t. OAK LN �w x VANIASF,-4PENNSYLv� b�' g STow N w ao y w SUNSHINE DR c�D ¢ r.►BOBST w ¢ 9� w p� O ��J a F- MARIE STD • .f HILLEBRANDT RD w u~i °- GNp\.\P w y EW ING ST; 'r<oj: S` _ •,¢ USAN STD w T ST N y1j Fes;: LATTA RD 4TH ST u T'. F..W ¢ e x w m c► Z w,OY x O w w r j>i.' s O = 2 6TH:STS �. -3 r >x ay rN<^Lu zX�z �, a s Z;,O` o a¢ *� i +7m g N T O p >-.. w�: �_. t O ANITAST ❑ u' (n m 10TH ST w w. o m :.0.� x o `��w �ti Sj . A ,' o ' %lu ; .- LAFIN❑ NPC0 R° r16TH ST ;. IH 1�ON• •�.. ' j . r+ 4. .• S� p 1 ❑ a%.w r * r .. ',w ! xf�• .t,23RD ST.-Srrm k': ❑ 'i z ❑ z O 23RD ST �� . . ❑'.p9 5. E' z K ¢ G -z G 'r CENTRAL DR i z, J p- + O y' J ew d, _- ¢_ O G k` ry ~ ram,. r :�tELLPARKRD z o Y 07.E : m GO A\ ,N Nl LUCAS DR Jy�. r .. �a ... O x' • .. _ +� �. THOMAS RD_ - . w J COOKSr Y '�Q' _ ❑ •.I . -ii- ff _ EDSON DR ...z 'ti m-'' CHAMB`+N DR=� rl'coQ- vm --O�• �P5^ •J.'� ,.. LINDBERGFS'DR 4r� �; z01 KIPLING.'DR5 A l' , ! +yam Q _ »t.�{�;�TJ,..- {* ��� �'{':- •o t-L•1 MHOWELL $T: _..._ -1r 'h}+�ra,- � LABELLE RD i , �� ,y,�' . o. C � .�•�., -o-� . u � �N �.p LPNGN� RD "r(: CHAMPIONS DI ` ` ° i•.. 1-: D DR c�Q / ❑ BAYOU DIN DR �AMELIA ST. i :. •WILzOW,:.N STyr ., 5` w ❑ ❑ J +a� r .r, {� _ O •�GLENr LEST-�:. y� z,... '� A �� 7yT F/ z ❑ ALMA DR cn K ❑ �PO� OLDVO"fH•RO�Z"'>i. ;pt`•` ., .•'�'-�+ �?' �jk;�- '_� i'11..CAVALONST �_ A O o WINZERRD +•, i S'MAJOROR S� WINZERDR '. w 0\P in v N.MA�,1{©R DR h o_ SWEETGUM BEASLEYOR :w Kz o G 8 3 UA FM3 51 _ a _ J , Q"•~ .i F .�r AA WOVEN RD m� ' 11.` `Q:_" +t 1• "` rn :.'.L — �i Y 96 S ,ytZ ST z O ` ,� 2-"iCr' �. • 0 9`�O HW yv O �y { J a ti0 �'� , nr C1 m . ��� , d J fn�0 r STACY w q n 7�'�cL sliLu m z ¢ �'f' RD N RIDS O - •.Jw �^� ► ¢ t7 -� p: 2 J s KEITH RD = •! • NEAST LN u fi !. 'A ■ Z CREEKWOOD J J• e ❑ r=' SMITH'�0^ 'E �2/h- ¢� i' yI, ❑ GAULDING RD is ❑� ❑ PN RD w S CPL� PN as q p WEST LN IL C�O40OAKSDR !!� Fr1� Y m GO i iFa` - Legend Exhibit 13 0 1.s 3 Q City Limits Depth Existing onding Extents y g g Citywide Existing Pondin 25-YR TFn Miles 0.25 - 0.50 Lockwood, Andrews 0.50 - 1.00 B EAU MO NT Lanw & Nensm, Inc. 1.00 - 2.00 A LE. A DALY COMPANY > 2.00 Master Drainage Plan V r✓F v S�iTygL ❑ 09 S N� = v M 5� �O or, OQ6 P� z of Q Y r cn �1 pL\N�QS` Q qL HEBERT RD `O .,W �� U) r rN.w' m O �y z m O� u:..m g� _ HIGHLAND o P' 00 KENNERRD O m m n `"WU)z�uri t- P E ¢ OAK LN w z¢ PENNSYLVANIA ST � 3 aY g fc~ST r a J _O n SUNSHINE DR {" � � w AVE w �aODw z uj G r N. Z rod. ,w �C�O �J a I-HILLEBRANDT RD wQ\N, .; _MARIEST am ONO .wy.EWINGST �t+T 1=a L USANST �. Of w O r ¢ •...���irF`a= nn wa �u: U) LATTA RD < z > F > mO = z' i 6TH STtiS O Lu - ; T '� •'10TH ST, New o W J J .1 - I . !S O w !� v T o 1 �� w IN p�N Rp ❑ 16THST + IHk S ❑ ❑; ��.." Q� r i s 191 H STT N ❑ a w �O s . " y + ~ "�'�s w ��: 23RD ST S fr _ z ❑ z O r - • 43RD ST •� ❑ ,v-9 a L o z O } ':7 1 yp. z 4 r +• o 2 m O� y r CENTFPLD g ___p.q;G TYRRELPARKRw # ❑ f• • r` : z TH6MAS'RD w COOKS- �Q ��� _ -1EDSONDR " Z ,1; -m, iMAMBERLINDR�• r '1'�c� vrii QyQ-�O I l'i1fF' .I C: LINDBERGH DR a u Z O �.."Pi ING DRY LABELLE RD z � - mHOWELL STD r` ❑ � Q� IZ O GNAM RD ,I �. A<s � �.Q +�S�i ❑�: yLN �' 'LAN, �' iy z qti o 'o ❑ rRo �R �P5 - -�� = o � �- I - O� i'� � w +_'� r�,' WILLOWrBEND-DR c�,Qs 1 ❑ BAYOU DIN DR c"'o ❑ ?r ,y1. o AMELIA ST u r T9r w g ❑ w Fz .�•�r• O z -� Y - 1 ~� AVA�ON STT fro ¢ ❑ WINZER RD LL ALMA DR u K �PNPO '^' OLD VOTN R z O�O� '7 ^ .r r S MAJOR DR S ❑ WINZER DR p o SWEETGUM = EASLEY OG E = BOR _. " •i�j •'� � � _ ., W � • FM 3 513 GAGE w -y f L ., Q �. j Ya• _ N�9 `-. _," � o �, �._,- y �` HWY 96 S 09 ". U 4 y r. .� OO! O A �O x ❑ O` m . STAG'( ST ui v <ppp RD S O , � �- r H R J KEITD •r � 2 � Z CREEKWOOD'� " ❑ ry� • ..�3 . : _ SMITH e:��'.' 1 GAULDING RD ,� GPLLPNAN RD a q ' WEST LN o y j IL C�O'40 OAKS OR t ' - Y Om co Legend Exhibit 14 0 1.s 3 Q City Limits Depth Existing onding Extents y g g Citywide Existing Pondin 100-YR TFn Miles 0.25 - 0.50 Lockwood, Andrews 0.50 - 1.00 B EAU M O N T Lan & NewnBm, Inc. 1.00 - 2.00 A LE. A GAILY COMPANY > 2.00 Master Drainage Plan ■r■t IH10E- IH10 w E RAMP INTERSTATE 10 E N Q . � } �.�, � PINE IH10E r— Q lH1p 10E ■ IHF �� 24 * RAMP � F z � _ E RAMP 1,�, • 1. - 1. .- ' LOUISIANA 'N'10 E RAMP 'OUISIi4NA ST z N ' �" ~ v y RpN1P x XXA AO = Y a'�4tr lit'. O y ` ■ el �1 ►-� W ? • 2 r ,.� GLADYS AVE d'1 ■ ■ _ ' '.tr C'©N. `� r ORD R© (�� Q •.r t 2 t ,e �C ■ ` EVALON AVE z Y~' EVALON AVE- y MILLER ST • OMM L. — AS'HLEY AVE _ y w Y AVE '`' .. J� ■ .y I �' eir ~, t s r ASHLE `fir '" - ■ $�—#. 4 ~ �w `'t' ■ 4' - O'LONG AVE r s I . L©NG.AVE ri N ' ? Rj �► to �, r HARRISON AVE r,�., *`^o J ,t4 •: h 40 CL HAR ISON AVE ' i= m z ^� Nj, � • • } � h .� HAZEL AVE � ' _ HAZEL AVE HAZEL AVE .1((�hk `cn NOS w ; r ` M qN' �+ MAGAZINE ST pN' . NORTH ST zxl'�i �► N{ rM r v~i !. -,_ ! IL-�4/•. ;+ w G r — r if ��. •j .. , '•~ ~l',:' i N Q z •'� • tl�a '1l U. "T- _. f O z �k . M ,_ n. a �; ELIZABETH S - i � O Z r i: 1 c C: a .y y� OIL � � in N ` e {+.'' -� ODE yC�y� _ }P. a� j .. r i ---r y - - Fy 1 �' =r"M ryIUL-BE-RR.,Y*W �,� 1 � �. ... ti - ,.- .. _ilk • 'A� yJP �'T MU1rgERRY S+T _ a Location Map - - Legend Exhibit 15 GIA61" Ave aumont ®Project Area Existing Basin ► Proposed Storm Sewer Proposed Improvement - 1A 0 1,000 e - Exx " t- �' Feet Existing Storm Sewer *` Existing Lift Station C Proposed Basin . ,1V moal I Lockwood, Andrews } ` 48 DD6 Channel B EAU M O N T TE HAS Lan & Newnam, Inc. > 48" Non-DD6 ChannelMaster DrainA LEO A DALY COMPANY IH 10 E •, ■ ■ ■ ' ■ ■ i Lu IH 10 E RAMP INTERSTATE 10 E■ ■>� �� ■ ► A, ■ ■ ■ ■ ■ ► ! , 1 Q ■ N PINE STD Q■ o / ■ ■ IH 9 p E ■ A4 IH 10 E ■ ■il irO `QY IH 10 _ /y 1pF r G RAMP " t FF Z*01 E RAomp MP 24 �I k IH 10 E RAMP w LOUISIANA ST `!�, -�a'� > , � Y i - Mir ... : --' IFS +t. .� N Z O ar. '# # - 10 E RAMPO Y N zLOUISIANA ST, 'c M 10 E Rw.z�AMP �� '� Lu �A r' ■Lu vc GLADYS AVE ■ ■ ■ ■ f�CONCORD RD AL A+► 2c ■ `� ■ ■ EVAL' NAVE ■ Z Y~ •ti T 0} Y EVALON AVE , � ■ ■ a \. ■ i +' ■ MILLER ST rj f {.: ■ ■ `>r e -'i�` . 1�^ r "■ ■ .ASHLEY AVE . ti' • ti f ■ 3 a _ 4 ASHLEY AVE `�'• 1 * ` it_ y t - s 'r r , T►+�► ,i■� ■ ■' ■ L'O'NG�AVE rt t_ w �''�•_ _'�-r •► LONG-AVE . .. -�' i L ,r���jttr�r„rl1 P 1 ,� •►._ w' HARRISOWAVE �, J s • �`: h kr T ■ .,' • ,■ _^''* - ice.{T ,■n'., ; l� ^I { ■ Tj CP HARRISO,N,.AV,E ■-"�-�in,Ey ,11 - fy t14.a g ,►i :. z n N T'� HAZEL AVE -„-`� T HAZEL AVE ►._ f.' N ■ ,. -4 F G ■+� ' _ fN�EL AVE � cn � '�'�'.�-, 1 '�'�' h� , a � I;y �. � �, rn p ZI# * - Yr W ■ ■V ■ ■s — ■ ... s'� M .. a a ■ ■ ,*.: y •vi-i "� y� MAGAZINE STr v . mar NORTH ST z r- :s F Mai F � N � 17 ~ ;� �. w ■ - _ fl ' ,irk a` y' = J. + Z Q r ■S T ■ ! F 1!r� Z r . `v l N w ELIZA ..... ` ST i ■ Arr•• - r-M'UL-BE-RRY W ` ' •J j - r f [~ ■ ► ■ -� l "V,,'p OPT IHIU'LBER�R�YtS,I`,T '* i ■ ' M. ? P sr �, 1 ■ -" TKO. J` �.-1� Location Map Legend F ea um ont Exhibit 16 ®Project Area r l Existing Basin Existing Ponding Extents Proposed Ponding proposed 2-YR Ponding - 1A o 1,000Depth L a„o„ Existing Storm Sewer *` Existing Lift Station Q Proposed Basin Feet 0.25 - 0.50 MOkA tl } < 48 DD6 Channel Proposed Storm Sewer 0.50 - 1.00 B EAU MO N T Lockwood, Andrews > 48" T E X A S Lan & NewnamrInc.IncNon-DD6 Channel 1.00 - 2.00 DALY C0 A LEO > 2.00 Master Drainage Plan zO I_ COMPANY IH 10 E- ■ ■ ■ '► ' IH 10 E RAMP INTERSTATE 10 E■ • � �� T ■ ■ ■ ► for ► 1 Q ■ N PINE ST. ► ■ ■ IH III IH 10 E y ■ r ! , f • y Z■ = /y '0 ■ 10ERAMP s r eFF z �� IH1pERAMP F. .r ►- .�" chi111 9�F W fir_! * y a IH 10 E RAMP _ LOUISIANA ST r.! - c~i> W c9 a� f- co s E RAMP - J F N- J LOUISIANA ST , z: r � \H 10 E RAMP w = w Y z - y Q > 2 Y -=LL Lu 0 • i ry1� Z ,.. GLADYS AVE ■ ! Fa'1 -�" ■ ■ _ CO CORD RD o 0 G ! ■ NCO = ■ Cn �Its4 2c `� ■ ■ ■EVAL N AVE + , •' W �# ' 0. EVALON AVE , "" t�1► ■ ■ fi .. e Th MILLER ST • "�1� — r �' ■ ■ASHLEY AVE y. w 3 i�r �t •.-R'r ab - - PASHLEY AVE � •.• � _J _ y , t- � `�'r !' ■ • LONG AVE'* b fl� y N C r t► -AVE r N LONG O 0.4 HARRISON AVE ■ J h ■IF HARRISON AVE u:.. ■CL A ANEW f.-.�{$ !`.„?��Y�; '1 [ 1, j z - ,k ■ ■ '.. � _ r. .E - y�l HAZEL AVE N� - r HAZEL AVE,('-- t Ro cn z.. t AF- ui ui 4 KR k 4 .S ++a M N ■ ■= . +►- ,. �_ . •.. �i [. '"'.s . MAGAZINE ST : ► NORTjH ST z N ~ a.•¢ ', f F- to y" Aq )q A, W_ ■ 4 N Q J XI Irt `� O J! "� r - N W ZELIZAB.E�T�H, ST ., a TavR �'• r O z -,- _ r _ -• 1 U) q _ �'yi ' r' rn i • _ `'j .� : `� �• r � - ■ ::a; 1 .. C..ALDER�AV�E _ ` 2' !: !3. A. ■ r44LryIUL-BE-RRY W +�, _ ■ y 9'A� Q �� MULBELr)RRY - ' Location Map - Legend Exhibit 17 es:ar6 A aumont 0 1,000 ®Project Area r� Existing Basin Existing Ponding Extents Proposed Ponding Proposed 5-YR Ponding - 1A Existing Storm Sewer Existing Lift Station Proposed BasinDepth) Feet 0.25 - 0.50 goal tl } > 48 DD6 Channel ► Proposed Storm Sewer 0.50 - 1.00 B EAU MO N T Lockwood, Andrews �> 48" � Ln & Newnsm, Inc. Non-DD6 Channel 1.00 - 2.00 T E H A S I A LECI .4 DALY COMPANY > 2.00 Master Drainage Plan 0 IH 0 1E. j -. IH 10 E RAMP INTERSTATE 10 E■ • •■ � ■ �... • I Q f AL � • PINE ST• 10 � IH 10 E +• ■ '^~ ! , • +Qa lH 10 1H E RAMP s l FF z W ERA F- di cyq�VF w � (n w LOUISIANA ST IH 10 E RAM _ J Ili 110-en... � F w s _ cn m y_ E RAMP _ J z N J Q br . LOUISIANA ST , ► �N 10 E RAMP �y LLJ QO Lu 2 • GLADYSAVE ■ ��� F •�� ■ ■ ■ ❑ ■CONCORD RD = ■` 01* �• � ► i I• a r a �� Cn Oa' fc • `� ■ ■ r ►EVALON+AVE. -- e �+ Z Yam. �. o ■: ` EVALON AVE' ' * ■ • ► MILL' DER ST - y' F� hAL �._'% F y * ■ wASHLEY AVE y..; ! AVE a=t. 1 A } L ■ J r y tw s !. Sri+ �:' ;1 R ■ ■ ■' r+ ""iw1s �R A ► '�'!> # �. i►e.Z .,1/ti�^ �!C :.�a / ■► LONG AVE l <n O J w ■ �= 4 _ AL III■ ■ !j ■ r Q �ti ■ A. ■ V ik,k HARRISON AVEM, Ak TIF HA RISON AVE ■ _A CL 1. �' Z v N, ■ . +` - � •�, - � yjo HAZEL AVE N� r ■ ...�_ HAZEL AVE It f"*1 ■ '�1`- ■HAZEL AVE in RD s r N ate' z N r z Y W ■ ■ r■ •lJ 4 t xRk = i ■ ■ MAGAZINE ST r NORTH ST Lu i 1 Il N Q Z. ■ 5r`.� J I' W BETH ST F "` " M O Z '� t Ir�A'I y i t'�4 C: y3 * ■ AVE '' J �M MUL-BE-RRY W ' i} 4 �, ■ y 9�P `Py MULBERRY � a •-'A "'� BOO � ` Location Map Legend Exhibit 18 131:616 n.' aumQnt ®Project Area Existing Basin Existing Ponding Extents Propsft Ponding proposed 10-YR Ponding - 1A 0 1,000 e,,o„ t_, , Existing Storm Sewer � Existing Lift Station � Proposed BasinDepth ( � Feet 0.25 - 0.50 goal (1 } < 48 DD6 Channel Proposed Storm Sewer 0.50 - 1.00 B EAU MO N T Lockwood, Andrews �> 48° T E X A S Lan& Newnam, Inc. Non-DD6 Channel 1.00 - 2.00 I A LEO A DALY COMPANY � > 2.00 Master Drainage Plan ■ r■� ■ a' ► IH`10 E IH 10 - �i j1� r ■ ■ s }E RAMP INTERSTATE 10 E■ • , 4 ► IH 10 E ■ ro ■ zQT 10F G A AL PINE ST ■ ■ lF/ 10 ■ • E RAM/H P # I y eFFchr 10 ERA ■ N`. *• 9VF W < .�. > LL Q LOUISIANA ST IH 10 E RAMP uJ '9"W _ E RAMP J ST P o n:: ■ z LOUISIANA , 'o a �N10ERAM W Y� Z W ; :_Y LL , �9 J' O * i ` c F.. ♦ :r01* 4 i GLADYS AVE 4 F■ ■ ■ rr ;y •CONCORD RD ■ �� �* ' IF ul tY 2C ■ ■ �EVALON AVE ,, �. Z EVALON AVE-' � � • ; - ST .� ~ ■ + • 4 * ■ ' 1. �p�F' ,' P r, L ■ ■ �■ASHLEY AVE 4 b W r 3a :fit R ,ee •� w+� ' - �w a. ■ �,� �,,�lj.�.• Z SHLEY AVE a *r ■-� . - y' ;fir •F t vW R r ., �- -�' ■ • ■LONG AVE■ '► I_... !— ! - i N p iti ■ r ,k: 2 •%,. 4`+ r,'j~� �► LONG-AVE } - Nr I, ;.: ■ ` F .. `+�� I ■ p ' W S HARRISON AVE 4 ■ -�• ►"o -J • ^Q1 h ISON AVE ■ ■[ �r `� .��'x• ` �t,w ■ ► z '�+ ■ `- _ 7jo HAZEL AVE i Nam„ „_,�•._.�- r 1 ■ ■ HAZEL AVEfR ----r� ■ ■ F- I k HAZEL AVE 4 1 N ■ a On A 'lJ k = ; F. +x� .- M� A a_ . . s I' ■ a ■ ► o �N � MAGAZINE ST ■ a, • +►� +tea ' r NORTH ST li z ■ �►1 • F '`� �- • '� N may"4. 1 ti a w air ■ �, N �' f '9 �. ■ _ p r N Q _ Zi ■ _ 3 +� J . J. '4 CL �.: ELIZ_AB.EiTiH1 ST �A yam;` .. ... -� .i,: ' �• U) �� �' �' 4 �:1• C�ALDERrAUE i� rn ■ f I ■ r �:. MUL-BE- ■ `" _ , - ■ ■ ■ - �'P�P ST MULBERRY SST S a At v ,7 y r' Location Map Legend Exhibit 19 �s:ar6n. $eaulllolit 0 1,000 L ®Project Area Existing Basin Existing Ponding Extents Proposed Ponding Proposed 25-YR Ponding - 1A ex �+ t_, , Existing Storm Sewer Existing Lift Station Proposed BasinDepthf) Feet 0 25 - 0 50 '"' MOW 1 } < 48 .50 - 1.00 B EAU M� N T DD6 Channel Op -Proposed Storm Sewer 0 Lockwood, Andrews �> 48" T E H A S Lan A LEO .4 DALY COMPANY& Newnam Inc. Non-DD6 Channel 1.00 - 2.00 ' r > 2.00 Master Drainage Plan zO I_ e s�, IH 10 E �. IH 10 E RAMP INTERSTATE 10 E■ • •�j� ! �1 ` T • 'r L A.I� IN t Q ■ A, v� • PINE ST IH 10 - A,x1, IH 10 E y ■ w� Q■ IH 10F ; E RAMP eF z i� 10 E RAMP 2� F WO Lu F Q .► IH-1A E—RAMP �i LOUISIANA Lu ~En , J N ■ o a H1 ui 0M E RA L°. i �oNi~ LOUISIANA ST Az MP pMP- t. Q * Tu ■ ■ Z. .41 4 � `• S AVE ■ 0 vf GLADY?(, Z RD RD d n ■tiF` 0 � • � � ■ ' EVLill AVE Z ` EVALON AVE ■ � �•' 40M1�, ,�. ■ I. ■ p—.- � �- • ■ � MILLER ST - ASHLEY IF "YE-Q �+ ■ - w r ! - • ■ ! .•. ..ASHLEY AVE a��:' •.3►,� '�+:� 1! � ►., • rrr+ J. ■ � �e ! ;� � _ � �" {Q.s ik ■ �.. �1 >J�t ! + . •► LONG AVE - FAb 'N t _+ •��"�r `.�* _ ■ oil ■ V HARRISO�NWAVE' �. J� • ` �' �`: h HA ,BISON AUE ' ■ ■ ■ A tPk.#A w, �► Ir i ., ` y t• Z . N 71h■ * I ' x m y � ■ r � a►' v.` �, ■`.�►�, •.I� r HAZEL AVAt E` 1+,*■''4t' _ �' f:"' ■ ■ HAZEL AVEI _ i' ■ ► ■ L�; "off' y ,fF1AZEL AVE e ■ cnLu r Z cn aG Z Y■ ■ ■■ ■ ■ r ■ d ! �-- ■ ■ MAGA�ZINiE ST t NORTH Lu in r-= - `i'., - Z ■ a EL�IZAB�E�TH ST�53 Ilk z -4 - #4W 4 q F ■ �. C�ALDERIAUE - w ��� - it { ■r a N i u, , *' ► • -Ab 'p �•� NIU�LB�ERRY S' T a v _ p Location Map I !!! Legend Exhibit 20 GI:dY6A Eea1.1lnolit 0 1,000 ®Project Area Existing Basin Existing Ponding Extents Proposed Ponding proposed 100-YR Ponding - 1A L ex �+ t_, , Existing Storm Sewer Existing Lift Station Proposed BasinDepth) Feet 0 25 - 0 50 '"' MOW 1 } < 48 .50 - 1.00 B EAU M� N T DD6 Channel Po -Proposed Storm Sewer 0 Lockwood, Andrews �> 48" T E H A S Lan & Newnam on-DD6 Channel 1.00 - 2.00 r Inc.. A LEO A DALY COMPANY> 2.00 Master Drainage Plan zO I_ CLINTON ST oy-= o :Mr x JMOFADDIN AVE■ ■ ■ ■ r ■ w ; �<•. _ .? z r ■ ■ ► ■ ■ ■ ` r r r z `t ■ F F U N N N... N. T f— F: N ■. ... ■ / ■ 1 - ■ ■ °..N fQ •✓ • r J�� ■� ■ f A 2 ` N Nix ■ ~ N N ■ ■ r ■ ■ ■ O N LL J y W ll l ■ CL O�Y F9 S .. v�4.: r r : ►N *2 2 ■ N ■ ■ W_ -zV,. ? - Q f�F_. ■w ■ N� co '� 2 = F? r C lr � ��p4 ■�P■■■AGO■►■■■■■ ■ ■ �U O Z "lL�� ■ ■► �A 9✓ Sj. �'9•r 401 QJS•- OW::UR /:= AVRF� Si LAl1REL}S+T ;■ ► • ■ ■ r �■ ■■ ■ ■ ■ I. w ■ ■ 3, 'T\ ■ `s� ■ ■ R�p . SWAL■ ■ LAUREL ST r N t ■ ■�� ■ -?■ F SOUTH STr o r • • ■ .� ■ ■ PNp DR ■. ra r p a * .�....LL ■ ■ ■ +2 Q�E JAG ■ ORIOLEtDR J MOLL pQ" _. = Y p + PECOS ST ■ _■ ■ a ■ tS; ■ y v 'L� ■ ■ r • ■�j� 'LI " P _� ■■ �. _. BRYAN - r zi W $ ■ ■ ■ ■ c 'Q 2W • R«v 9�ti c o. Y::. ■ J ■ M Q ■ANGELINA ST ■ O� F \ / • ►�• ° cn ■ r r `-C c'Si�. r'cc�' ST R G�V ■ ► 3'�r GP ",ism s N CALDAWOOD DR -F "� " „a „s ■■RUSK S+T + • ■ ■ GHQ ■O,Qv ��j .� r C'AMBR DI-r`G, wr z C..,: egYOU -k RUSK ST iSMART ST ■ ■ • �93, ■ d+�..., d,� • SMART ST J . ■ J ;r►■ i 5 T' 6� ■ ■ -- _- _ R: ySTRgTTO��V�''` ►r ` O_: �� O W CEDAR ST D N rN�M -r►Z k '� GQ- - ,�G �• EC ST ■ r r T TOL DR 04 -� (n ■ ■ ■ A �, OLS ■ �5�r v � FINIS ST O p`►r�0�1'�'� BRIS B'ROA�DMOOR A �� ■ ■ "GO. r B'U.FORD ST -.. O O ►`�3 �-. -kr O� oo-P3 N� CROCKETT ST W N O Q io y • ��� -� .BRERr4. ST ti v O 4 = � :�• � ■ � ti ROYAL �. 70 o c f lFANNIN ST► L �` �` Q 5 ■ r• , s�S j = m �z " N N .. f t -4 ; r� L' ... AL F� �r'LGLL� �F,` �` � CR}A\G�S+T ■ W Ll „4 ■ G�. `-`7 �P `' r # ■ X .-SST W `�'■ _ i1T1 - ,r PRIVATE) „a J 9L �t�`\ OCZ`� ►,����� ■ • x ■ IRMA > 2 POWELL.,ST w ,y 0 g GATEWAY ■ Q F ■ ■■ FAY�ST N m FANNIN ST111-B -- IQFLNP z STAGE -DRY- a WA �L ST �F ■ QQQi ► ■ ■ l v> > J ■■ N +■ ■ Q O o ■ O r I■r , ` ■► ■ ■■ LINCOLN ST w ■ ■ r SOH ■" _ . r ► tiG ■ r t■ .g� ; "'►ky, ■ Z Ca) 2 WALL ST X N N-■ N o N C'OEL-EGE3SyT N ■ F ■ fj S T' _ r ■ a ■. _ O■ ■ ■ 9G 'G ■ ► r 5 • P� 5 c�r =�'Li [ -4. MAN ST U) r �` ■ �. j �.�..'�,Q N <iG cn �Z �� =SH'ER MILAM ST� •. Q■ ■ tcy■ " ►� m 1 W 4 W ► i V MILAM ST ati 0 r - _ BELMONT ST y -, ■ ■•�' ■ ■■ z r■ ■ O ■ A a + w N MILAM ST —� o°"..- z ■ t t ■ W ■ v �W v.�Nl Q ■ • > SN O G•. Q ■ w Q > Co DOUCE�TTE�AVE a c F cn 4 r ■ ■ :FOCH ST > ■ ■ r f . o z Ii v� BLANGHETTE ST . ■ Q J c� z x w BOLIV�QR ST ■ BOLIVAR ST ■ �} MADISON'AVE r W r o BOLIVA_R�S;T'. ■► r ■■ r■ O_ n, �■ ■ Q °dam- ■it: • ■Y►� t■�■■ i ■ i+■ CAR+TWRIGWT ST D 's sRR z Q^�� ■ �i i ■ ■ r ■. ■* E■ ■ F W + w FULTON. VE Q KC w 2 COR;LEY AVE ■ ■ r �`' ■ ■ 2 ■ ■ ■ ■ ■ r ■ ■ ■ *. N m LEE.r r ,ao-F o ■■-G©RLEY AVE r ■ ■ ■ ■ A ■ ■ ■ ■ to ■ ■ Cn x cn t ■ ■ ■ "' D `n } 12 B GgR.Tr1NRIGHT•S�T ■� 4AL N T Z v� ■ W ■PRAIRIE ST N ,.. \ROBE1RTS ST uri �G] �:1 44 m Z :�•r.R06'E12+TS-AVE ;n 2 • ■O�r O`- - 1 w 0 x r J. N Z ■ trZt..fn } Z Z �� ■� N „o oo ■■ ry TERRELL■ AVE ■ 1■ �l+1� Z Q W' > m t. W } P ■ ■ N •f N „z-n �� „o ■ ■ ti N Q O N d W H,ARRIOT. ST JE ALMA ST N , AL 'MA ST EUCLID ST 2 EUC•LID ST ■ �p HpRR10T ST t�y_ P ELINOR ST d r ■ T RE�ADNDLE-ST W s' °° !�� r ■S'OUTW'E LAND ST Q E-EL-G1E STr� �� uri N ► r ■Fen- : ELGIE ST ,m ELG1E ST z > N P,OTTS ST z z w ■ CH,W'RCH�}ST Oo a o t!G o ¢ ■ ■ ,. Z c� w t� ��' ►r,�[ u~i N r r N w ■ PIPKIN ST a j yF 0�• o FP N qa O ui - a 4 EDWIN ST , ■ m ADAMS"STi+ ++8 +CPS O`?� a ; N BROCKMAN�SaTr ■ ■ a ■,.■ ■r CAS or f- v. �9 NOLAN SiT w r N Q ^ r NORA ST , Z m N N ErL■AVACA,S�T ■. rri ��J s _ NORA STI W r m O w N LELA�ST cp z W'r IRBY ST E IRBY S,T� -uri 09 P ooF o ■ r ■ W CgRD/Nq �Q o Q Z� ESSEX ST o€$;. Q SARAH ST ''■-'��J L�UCILLE ST- �d`' ■ QP ■ a . v W■VV+OODROW Location Map D,Y y6A. �3eaulnollt Legend Exhibit 21 r 0 4,00MProjectArear� Existing Basin 0-Proposed Storm Sewer Proposed Improvement - 1g r f ' axon 1` 3 Feet Existing Storm Sewer *` Existing Lift Station C Proposed Basin . Lockwood, Andrews } ` 48 DD6 Channel B EAU M O N T TE HAS Lan & Newnem, Inc. > 48" Non-DD6 Channel Master Drainage Plan U A LEO A DALY COMPANY 4 ■CLINTON ST N Y W 111-c : ■ o■ F► = N x .. 3 T • MCFADDIN AVE ■ ■ ■ , ■■ ■ !� 4 ► ■ ► ■ ■ N tL ■� ■ ■ �y?! . A ■ ■ N N N F- �' N • ► ■ ■ k■ ■ 1 ■ ■ ►F ■ 1► ■ ` rA■ ■ ■ ■ ■ N N F- Z N -r0 .:O Z■ ■ 1► :ti_.�.=,---`•-�- ''.';':... , w N r■ ■ N a 3:: y rn r ■ ■ ■ 2 to LL Y to W w O �9 +[ �p�■ > Es,rfr� ; 2 ■ ►, ■ N M Nor Q O■ Z BO- A = r- r i. S� O GPv t{. ■ ■ ■ ■■+�►� r ic4 . r■ ■ ■ ■ ■ ■ ■■ -4 ■ ► Ni0 O z w. O. A y� `I'T �9iti to V■-41 ►(y■� vF '�5C ► DR it-r O E� : SWALLOW i u► EL ST; LAUREL}ST ■ ■ ■ ■ 'N~�� ■ 2 ■ ■ ► A ;■r w '��T N� `IO ■ LAUREL ST �- i N ■ ► ■ _ ■ • ■ F SOUTH ST■-a * _ �O C�0` r► • ■ ► O DR; r cn , ■. ■■� ■ ■ * * r~. w ■ � t 10 �■ . t om _ QN��P J� ■ TOLE DR 4 w pLLPN u~i W 1 o '' LL ■_ i P OR N" _ = y ; o ■ PECOS ST r =■ ■ ■ t- ■ D �,/■ r ■ • rod �9/ , �Q ■. ■ ■ F • r BR - LL Q r ■ ■ a Sj 9 ✓ - ___ - p co Q■ X ] ■ANGELINA ST ■ c7 ■ ■ ■ ! ■ r Q �L �y .`'y T 0\. yks Y A O ■ • / F GQy CALD�WOOD DR r f- rk 5 Cn~ • ■ ■ ■ Q. ■ ■ ■ OP► c� r OG ■�xs 'AS, G 0 ! ... N y 9 115 1 ■ RUSK ST G�' O+ ■ �2.. O ■tn, ■ r ► F CAMBRIDG w■ z gYOU RUSK S A ■ i ■ ■ ■ S' l ,} Z� Z ? Q F=- i ?1 SMART ST ■� ■ ■ s ■ ■ SMART ST ■ ■ R■� • le) � 95��� d'� • •- .► R j c.. l .+�TRATToNv� Wry p .-r-Q O WCEDARST�■ G•���C •+ ■ `y� �QCt`•6C �� i�- s k f. �k r o TOI_ DR v) ,��N ra n y ■ ■ ■ +GQ l : ��, - I . OL(EC ST ■ i~o IS m ■ r \ _ FINIS ST �■ J BR r� ► cD �,-�►», 1 ETT ST W• .� ►O N BU.FORD ST BROLI�MO � (n O O r �- O 4:GATI CROCKOm ■ BRENHAM ST -■ O , }7►����ROYA70 ?P U • �N'NIN ST Fsc7 �m.w 4 # PR_IVATE) �•�--114 4 IRMAST a9G �114FC`1[\• • QPOWELL :S _ '-Jm FANNIN ST �`J(El . • g WAY _DR ■ ■ ~ ■ WALL ST �GFi P? + ■ F AY N �, W J 111-B z lP STAGG w ■ ■ .W X ■ ■ Q ■ ■ r cn > O _ ■ W - • ■ s ■ ■■ ■ ■ ■ 1�L� ■ ■ ■■ ■ r g w LINCOLN ST. �2 i WALL STX N ' 4y r�■ ■ ■■ i . N r tiG + ■ ■ +■ 5� ■ cC �9 Zr -� r ■..1 r..r :> •r� v C'O.r-L-EGE), ■ ■ ■ ■ ■ F` "r , \G 5 -) ■ ■ [Ti m N . r- ■ ■ . _ O �L C + A. ■ 5 ■ Q 5 r 'L■ Q N b ..►SH'ERMAN ST' 4 -fir p N r • F �. r ■ z �G oyQ� Goa \2�■ �P a ■ Q �w *Q■ N f ■ ■ <n ■ ■ Fy �►� ■ U N o :. o MILAM ST. Q S ■ yF,Q W► F BELMONT ST y MILAM ST a" ■ r. ■� • ■ w z ■■ ,, O ■ a• ■ 4 N MILAM ST..:: ► 'I- � � F- � � a W o Q ■ -Q ■ ■r t. z > ■ c� '�C iCEvTTE�AVE r > �■ a ' t- F ■ cn ■ ■ ■ r;FOCIiST ■ r I j Q ■ > p DOU- cn Z J = w� y� BLANCHETTE ST ■ r-;BOLIVAR S`T Q ■��;j NIADS'ON"AVE j c9 0t ? BO• Lys ST r ■ Epp T cn W O uJ n, ■ E ,, E r Qa'►► ■ o■ ■ ■ ■ - 0■ ■r • ► A■ ■ ■ CARWWRIGHT-ST D� FULTONAVE Q KC FIR COR+LEY AVE ■ cv� '_ oo-F o c� ■ ■ 4 G©RLEY AVE- -r ■ ■ ■ ■ � ■ ■ ■ *T,�' : LL m LEE r ■ . N■ ` W N x o o 4A, 0_ a CARTWRIGHT SiT ' ■ 'r y ■ W ■ PRAIRIE ST V ■ Nr W ti ROBERTS ST N r N o ■: OB�ERTSAVE ►..° rn r x ,■O■r■O`Z■ r z 0 R 4 = r ■ F- `, N Z - a uz� cn . ■ z E- ■ o ■ cn 1■r■ ■ ■_■Z■■Q N • W W ■ ' m z J ■ 4 ► r o ■ ,pNw TERRELL■ AVE ■ A Q W y> • o tr Q a cn Q T ■ r. oP 4 1io * cn • Q O to a W HARRIO ST 2 ► b N = �A .,7 E ALMA ST EUCLID ST ► ALMA ST ■ t it �. EUCLID ST = O` 1IARR10 ST P ELINOR ST■r, ■. ■THRE�ADNEEDLE ST s'+ ' ■N F FSOUTHERLAND ST W bG R� v~i ►`- ELGIE ST Qr iL■ l T `, s_ ; .� U7 ■ (n N ELGIE ST m z > rn c/ r..... ; ^'! Q. O cn N z POTTS ST W O Q r= �■Q• W o © N r Z CHURCH ST p c7 w �tG g c� ■ a u~i 3L O ��� .. o z Cn N N N cPo W ■ fPIPKIN ST w 4 j W �y'f'■, �.`■. , '`� ^� ■ CO Q 3- FP N W (DF- O s- W 0 Q Q EDWIN ST W m ADAMS STr �/ti BROCKMANRST ► ■� • r 4 ■ ■` C.o� ■ y pv Q w� o. HEBERT STr ?i F ■ > ■ NOLAN oo-E Q C �Q L O N Q 4 W 00 t r NORA ST ■N ■ ■ sue-+ ErL►AVACA,�ST R: 'k. �` ix cn m W cn A y -W.0 rt �j NOR•A ST W N LELA ST m ? IRBY ST E IRBY ST Cn p9-P °o, o ARD/Nq�<A ��9 ■ o p C9 �ESSEX ST 0°qF SA_ RAH ST OQC� LUCILLE ST O # p ► + _ �� �QC� a CO-' y W .W,OODROW A1VE-#-a Location Map Legend Exhibit 22 GSadY6A•' �'.1 al11Sl`31t ®Project Area r� Existing Basin Existing Ponding Extents Proposed Ponding proposed 2-YR Ponding - 1B DaN+ir f � 1` / 3 0 4,000 Existing Storm Sewer *` Existing Lift Station Q Proposed BasinDepth 0.25 - 0.50 "W W tl } < 48 DD6 Channel Proposed Storm Sewer 0.50 - 1.00 B EAU MO N T Lockwood, Andrews =00�> 48" ' Lan& Newnsm, Inc. Non-DD6 Channel 1.00 - 2.00 T E X A S I A LEO A DALY COMPANY � > 2.00 Master Drainage Plan 0 1 - c • 1- Fes, f••: H - r - ■ ■ a r ■ ■ + F- y ' •.- r-._y ...: ■ ■ 11■ ■ fn ••f`/D" N- ■ .4 ■ ■ ■ ■ ■ ► U) �_ ?fit • CLINTON ST ■ O F- x ■ MCFADDIN AVE■ ■ ■ ■ ■ ■ ■_ ■ ■ ■. r ■ ■ ■ ■ ■ in v� ► ._■ ►_ ■ul enIll. r y ■ U� N C, F- N N ■ ■ #' III - F- ■ ■ y ■ N■' Nr ■■ ■ Q �" 1- .O a■ ■ 1► "s.,'[l--v ry:.r;;,: • r - ... Z J� ■ ■A x i aN IF F. N N ■ ■ O O ■■ J 1- -d' A,,-�" ■ ■ x U) to 1IP. ■ ■ R 2 ►■ Y ��P J j ■ � __ .� += rx-- ► N M "4 Z-4 i Q Or z •�� ■ v'� Fgrfij�< 'Li 7 O lPvO ■ �. ■_ ■#`T °r° r�Io4 r■°'■ ■ ■ ■GO■ ►■ ■ ■ ■ 1 ■Nib' 7�► �► Z ■W ■ ■O ■ Y► A '1!�, tS'J y/ Y _ r ■ r _ �qV ■ 'D■ �■ ■r� ■ ■►■►■D►► v W 9,f, ST tis ■ / pvF RS(. WALLOW DR r ■ F� SrT.. LAURELrST r ■ ■ �! ■ .Acm r = ■ ■ HST■A r*r w • 4, -44 : 3,T 1 ► • NEE J�. S r 6 ,I I- ■ ■ ■ ■ ■ SO UT o ,�OP�Q,�. ■ ■ ,.�:- ■LAUR NpSDR �: ' c r ■ o■ ►■� ■ ■ ■ ■ "w r (n ■ ON y ■ { fr _. R , ,/ NFL JtG s." , IOLEDR OLLP N W.. 0 PECOS ST r LL■ ■ ■ tx D • ► �/ 1r a • '�" k Q P pR ► y N" Q r = ■ LL F- ■ r r► 'Y/T �p�t. ?�9/ r:,: • >: w �� + * t ■ J r BRYAN r 3 O Q ■ a ■Sj ►fir, ■ 4 = LL ■ , ■ ■ 9�c F,�+f / r ■ V ■ ■ : • N x0 ■ ■ANGELINA ST ■ c7■ r ► ■ ■ ►QQ L',SO� y/FTrc�� S� GP yN CALDWOOD DR F- f- R M Asa ■ ■ • ■ ■ ,O R. n t N N eqY 115. 5r. ■ ■ a -.sRW SK S+T � ■ G�' p v 2J � �'> S'p ► ► ■ ■ ► + ■ CAMBRIl w z = 'l OV :` RUSK ST t ■ r ► ■ ! �s F ►► ST` z SMART ST ■■■ ■ ■■ ■ a SMARIII T ■ ■ ■ • i ■ � �9sT `�'� ■r ����_ - --- ■ ■ C 4- r 4 RATIO O n �4N . W CEDAR ST O 0 _ �P ■ N N r : o° e �.. ti ■ ■o_ ■ ISTOL DR v� ►-N tmvF-i y ■ . +G l : vt�% �pL�EC ST �■ �O , gR ■ ■ CO_') r _ B'R6'/a�DMOOR w5. � -A �H . ■ 5�f GOB f- FINIS ST O p{~ ■ + ■ ■ m r.-�--� 4�1oo-P3 y . T - �� . ■ .CROCKETT ST W:� ■ �n BUFORD ST 1 1 o v a ■■ r , •„rm ■ BRENHAM ST ' ►�P� 9L ■ ■ r' �5� �. O,S�s ,■�■ ROYAL�s� ■ ■ .F r . c7 ■ 70o O� V ■ ■ ■ �+ 'o c . e, ►FA iNIN ST► 9L ► Q� ..co T ■ ■ w N N " } f f y x +y tiG r G�f .* ��r A, i CRAIG S,T ■ ► ■...►- ■ i p.- - o'N; �-�. ■ 114 ■ 0 + oa-nz (PRIVATE) 114 114 114 9L F Q p�� O'P �� r #► IRMA ST w m ■ CEl o r. GATEWAY Q Fti c�`1 r�` ► �� ■ • ■■ ■ ■ > * POW ALL►T _ N � ■ Gf '� ► P�� r ■ r ■ FAY STa a ■ W m FANNIN S T IPR��P a ]r WA LL ST �F.� r r ■ QQ r ■ ■ r r N ■-> d11-g Z ► ■ ■ ■ ■ s- STAGG-DR ■ ♦ ■ ■ • Q O < w « ■ ■ s ■ ■■ r ► 44 ■ ■ ��GF► • ■ r rr ■ ■ V. W LINCOLN ST■ 2 WALL ST K N 4N ► j= ■ ■ ■ 3 ■ ■ ■ ■ L) ■ ■ ■ o F- COL'L-EGEyS�T ■ ~ ■ ■ ■ ► ` �GF • ■ � ` G� 5 A \► ■ 9[/ l� ■ m■ ■ • � ■ ■ N N ■ ■ . - O 9L G' ■ ■ r 5 • P\ P PC'■ N �L�■� t Q ■ ■ ■ •SH'ERMAN STJ Uce) t _ oo MILAM ST .. Q °a W ■ r I Pi- `" MILAM ST ati ■ W ■ BELMONT ST ■ ^o, i ■� f � r ■ z ■■ ■ O ■ ,� a w Ul N ` *-s MILAM ST:._ +.••� _ y z ■ ■ ■ W ■ v 1j .G a f- > G Q r y N ■ 1k cn. ■ :FOCH ST ■ r ■ w Q ■ > ).. CA DOUC-E�T�TE►AVE N a _ 4 ■ . ■ w ■ ■ ■ p, z ! {'.:, N _+ BLANCHETTE ST ■ gOLIVAR ST Q 1 ► �} MADIS'ON AVE W c9 z .- ; 1.• °,.. x cn BQLIV/AR ST ■ _ ■ T ■ ► /►-� fi 0 BOLIVAR ST _ ■ ■ N _ 4 CAR+TWRIGH-T-ST—) '-.F.ULTON AVE S R ■ ■ ■r 1 O s j[ ■ / Nj N o■l■ ! ;� r ■ ■ ■ ■T C R CORlLEY AVE f v oo-F o r r ■ G©RL+EY AVE r ■ "� ■ ■ * ■ N ■ t ■ ■ ► cn ;rn" LEE I x N A r■ ■p ■ ■ ■ 'L N _ � ~ W ■ ■ x y 4- 112-g CARTWRIGHT•S,T _ N ■ W ■PRAIRIE ST V ■ ti *ROBERTSST c~n■ ■■.0`W■ ' ■ W N o Z A ■ ROErERTS AVE �► _ ■ OJ U) F- ? z r ■ _ .* t 00 . 1►■■ ■ ■J■z4■Qy�sN LU W m . J . J} . ■ ■ ■ o ■ ■ Ni TERRELL AVE ■ ■ A Q z W Q ■ o� • P n go ■ ■ x ■ A cn Q Q W T T■ a`P• „z-n• o� "4F�lAr[au 1,0 ■ ti cn a O N a Hp`RRIO S 111 „ ■ • - E ALMA o F- ■ 2 N,O.Y ., ■ ■ ■■ N ► ALMA ST �g x ■ EUCLID ST ?�q RRIpT ST ■ ■ r �" EUCLID ST r HA ■ P 5 Y �- ■ ■TARE�ADNEEDLE ST ELINOR ST ► ■ ■ F N ■ ■ ■> ■■6 SOUTHERLAND ST Qi..,. E-EL-GIE ST q� v~i ELGIE ST op ELG1E ST z j N z c.� _ •► *• �[ Q O u~i N Z POTTS ST w W O■ z CHURCH ST p a o<G O ff` L) Q N F uai r r z ST Q z s 5 5 �■ ■ �'O� u~i F o a z > > N N N 1% j PIPKIN `�� ��� r O� F N FP N F W 0 N = cQi �� Q EDWIN ST ■ ■ ■ m ■ ADAMS ST w^ y �P ■05� z W y N X U) ? BROCKMAN►ST ■ ■ ► CAS too-E Q �t�Qy 9� �v Q w a HEBERT:T4 LO of f- > r NOLAN S,T ■ ' �?•� u~iCD 4\ r NORA ST N N Q ■ ► ■ ErL►AVACAAl w NORA ST W r LELA ST r m O z w r �09 P '00, o m ESSEX ST IRBY ST E IRBY F ■ z 0 "N ��� Rw r - i �t� SA_ RAH ST `r �■ LUCILLE ST O Op a W W,OODROW AVE . ■. -...: Location Map Legend Exhibit 23 .�BeaUit>I olit ®Project Area r� Existing Basin Existing Ponding Extents Propsfd Ponding proposed 5-YR Ponding - 1B �r� Dar�+ir � I` / 3 0 4,00eet Existing Storm Sewer Existing Lift Station Proposed BasinDepth f �� 0.25 - 0.50 " p1 �1 } < 48 DD6 Channel ► Proposed Storm Sewer 0.50 - 1.00 B EAU MO N T Lockwood, Andrews > 48" T E X A S Lan& NewnBm Inc. Non-DD6 Channel 1.00 - 2.00 ' r > 2.00 Master Drainage Plan zO I A LEO A DALY COMPANY T ■ ■ fn ■ fn ■ fn cn ■ , ■ ■ ■ ■ ■ ► N cn ■ .Room CLINTON-ST o ■ o r = r MCFADDIN AVE - w F- 'Q A ■ ■ N o r 1- ■ ■ ■ ■ ■ F'- Zma):' ,,.�f ■ �aii' -:a,'-l--v:--:r::,--.'- ... . F fn N N !-' ~ fn i ! ■ i ! ■ ! r ■ cn to itFr .O...0 'T•d t M : --`� ry..... . ,y 05 ■ _ .0�� i ■ N A 00 = 2 rco ► M N, . Q C9 z q/fi�< 2! ■ _ F SA } ■ i r r �q "� r s • o ` ■ ■ 1 ■ ■ ► ►i a v u 9.Q ISM, ■ S ■., QVF E�S, : SWALLOW D'R. • EL ST LAUREL►ST ■ ► ■.4.4.4 r ■ !_■ ■ r ■ ■ A ►+!r w '� Y S>, A ONL '10 ■ r ■ LAUREL ST ^� � ■ r ■ ■ r ■ : w ► ■ N► !- SOUTH ST■o • • �,• / 04 ■ r ■ ■ D DR,,, c r Z ■ ■ o ■ r■� ■ ■ !2- w ► 'i sn ■ N i • • QN�� PJ� ■ 0 IOLE�DR ■ ■ ■ * J NOCLP OQ ' _ _ ■ ,� PECOS ST ` ?■ ■ ■ • ■ ■ • r 9 ���T r �Q ■ ■ ■ BRYAN — !- ■ ■ ■ ■ 5 'A�, <<`,r•� l r ���• 9�ti - - O A ■ ■ r .. Q■ �..+ANGELINA ST ■t7■ ■ ■ ■ ■ ■QQ ` 'Sp'.'S�t``i'A S� G��. ■ y - V. Qv ,y A a ■ „s ■ d ■ • ■ ■ ,OR. G s N CALDWOOD DR r■ !- k M 6 �� +■• ��' S S n C'AMB N► ■y eqy - e YY RUSK ST t ■■RUSK ST ■. G�' O�� .� O,` a ry RIDG� w z 2 OA1OOR0 1 ■ SMART ST ■ 9 S+ Sj •. �. Z N �-SMARTST ■, ■ ■ ■ ■ ■■, ttoAv' 0pZr-Q W CEDAR Sca: �ZIWO" ST LDRN N.,• ■ ■ +G �VOIjEC r� ►FINIS ST TO S BRO�y•BUFORD ST oo-A3`. • ■ ■CROCKETT ST W■� _ O Q m � ■ BRENHAM ST In ■ 1� yL S, � ■ ROYAL r �r i9 770 V ■ ti ■ ► o o T A ��FAN'NIN ST► 9L<. F,L t �Q� g'� ■ S) O IG SiT} ■ m.N Z . r l fAl a p �� �P 5 r # ff �r (PRIVATE)„a ° M <%F7 • ■ IRiA �T w J 9L ��O rC�\r,��?�• r • ■ > POWELL o— Z W H ■ (El: g GATEWAY ■ Q ■ �'L ■ rr FAY ST N r i �N W 2 J 7 `m FANNIN ST +- PFLNP STAGE DR ■ a ■ WALL ST G�f 4k + 111-g z► Z ■ l ► r, .r ► QQ ■ ■ r"� • a > * u� • s._ �r O o ■■ O ■ Uj �� ■ ■ ►�L ■ r ■ r ►� ° LINCOLN ST ?' .. WALL STxtu .�Aw ■1 G a5 r g( <Aj ► — ■ ■ ■ .: ,�• V o �' r r ■■+r ■ C;O.L'L-EGEiS�T r ■ ■ ■ . _ O ■ ■ ■ ■ 9L �G' r r ■ r `�� • PSG P�' Sy ■ r ��2< ■ m ■ _ AN ST Q ■ s� ■ ►SHiERM . • C■CC ■■C■C o 'n �`■ ■ .y. trr�t �. ■ z �'t' • ■ yPL Gar P ■ ■ N G, cn z !- _ N co MILAM ST U�� G�i ►�� m W ■ �y ► U ■ LF- c> N i . a 2 r ■F. �.: w ■ BELMONT ST ■ i MILAM ST a" , ■■ N �. MILAM ST- t. _ ■ _ z � r F w ■ , �, + � a uri O a, ■ y ■ _ Z• o a'^ N Q r ■ r w > C DOUCE�TTErAVE r ,fl ■ cn ■ ■ FOCH ST * T > Q ■ > ■ y a i0 z ■ ^+ _ i = ■ ■ ■ s BLANCHETTE ST 4 ■ 30LIVAR SST ¢ ■ ► ■ t NIADISON'AVE J c9 BOLIV/AR ST r t w BOLIVARST ■ - i ■ ■ ■.�►fi-�rN O 4.#y; o m • r- s '- rr ¢ N -il i l•■ • Y FULTON AVE O S Al- Q :•fir . f ■ ■ r. = sr oC ■ ■ ■ ! ■ ■ ■ ■ ■ ■ rt�■+■ .��' ■ ■ ■- ■ ■ ■*■ ■ CARrTWRIGMT-ST Dm Q K C RR w 2 ,t. • .. a ■ COR++LEY AVE '� ■ ■ ■ ■ ■ l ■ ■ z c� oo-F o r ■ ■ ■ CORUEY AVE ►"�` ■ "1. . ■ ■ ■ ■ ` ■ ■ . ■ ■ ■ * ■ N _ . , ■ ■ ■ , ■ * ■ W LEE ST N 2 cn K■ 7 p O Q 10 Q _ r D „z_� CARTWRIGHT Si • 0-0 ■ ■ ' ► ? ■CGS] ■G41 N z W PRAIRIE ST • cn ■ � 1■ ■ w ■ ►� ■ y rROBERTS ST = �o■r■O�z� 0 !- e ■ ■ ■ a i z ■ y ■a' o m Z ■ ROBERTS AVE ■ , r F ■ o■ cn 1■■■ ■ ■_■Z■■Q N■ w w ■ z Q N o ■ F TERRELL AVE • ■ W w y> J r ■ ■ N ■■ A ¢ O ¢ J Q r_v� ' ■ ■ ■ + ■ „z A o , 0 1.7 ■ • cn ■ Q p��� - r w r r HARRIO ■T ST ■ r+ ` 2 ■ sA ■ ■ ■ ALMA ST E ALMA ST o N _ ` ■■.. ` ■ µ 2 EUCLID ST O HARRIOT ST r EUCLID ST'� Se r'+ ^oP ^`� ■ r .�■ ELINOR ST ,rr, ■ ■ ► ■ rT�RE�ADNEEDL■E ST w ■r ��SqUTHET41_AND ST► ■> E-EL-G1ESST ELGIE STr • ■ • ► Qaw F= �T NPOTTS ST ELGIE op :. [ O Q + t�ti ■ Q� z z w CHURCH ST o o «G w Uj O �:C w or O Q t z 0 w E� t`"_ ^.. 5 ■ _ !- !2-rt ■ — �� p J z u> j N r F- tP w • PIPKIN ST 0 z > In �P ¢ 0 0 1 w ■ m DAMS ST w^ I `� ■ ■ O� uri r ■ ► u� ; o cn = Z v �O EDWIN ST ■ ,. s05� �! Q N = N BROCKMANIST ! ►� ■ ■ ■ ■rr� Ab oo-e Q �tvQ" = M Ov _ - F_ v a HEBERT . =) N N ■ Q ■ ! r NOLAN SST �?•� s �� ` � w - �4 NO ST N t NORA ST m o ■LU■ ■ N7 y ► ■ ■ ■ ■ ErL►AVACA,�ST .. w LELA ST m ? ■ IRBY ST E IRBY ST f a+ a9k�:. o�F ARO�NgI 44►� �i�0 ■ o►Q z ■ESSEX ST xp ' - a • : a � r � i. t_ SARAH ST v Z J ■ LUCIL-LE ST O p CZ` t ►. e, �P%O W`W,00DROW'AVE—� Location Map o Legend = Exhibit 24 GIAM" y.Ir OB4-a urn ont 0 4,00®Project Area 0 Existing Basin , Existing Ponding Extents Proposed Ponding Proposed 10-YR Ponding - 1B Existing Storm Sewer Existing Lift Station � Proposed BasinDeptht) Feet f 0.25 - 0.50 " W �I } < 48 DD6 Channel Proposed Storm Sewer 0.50 - 1.00 B EAU MO N T Lockwood, Andrews �> 48T E X A S Lan& Newnarn Inc. Non-DD6 Channel 1.00 - 2.00 ' r > 2.00 Master Drainage Plan eO ly A LEO A DALY COMPANY i r CLINTON ST rn W. \ ■ a ❑■ r■ _ = MCFADD�IN AVE • ■ ■ ■ ■ ■ N ►LL ■ • ■ * ■ ■ i ■ ■ i 0 F,- r W ' �■ tiQ� ■ N■ N N o r Cf)h- ►;■i■■■■ ■ ►�►■■ ►■ ■■ ■ N N �Q■r•� F: rQO AF Z■ ■r N J� ■❑ ■ t. i = >. r i ■ x . _ = F- F N ■ r ■ ■ ■ ❑ o %n LL N Lu w" i `� 'P� y \ :� }�.,0. ■ ■ _ ■..►■■,_►■ 4■■ ►� 0 Yr°'i►■►°O■E■■ ►r F ■ ■ �O �•r0;fzrw,.►a0■ r ,p �P `r�'9/,L. in FgC O ■G� • s ■ =r�`+r i■IR�q� Y ■ ►■o l D-. j i .. t0 ■.�► ■ IF ■ :.►. LL is pvF �ERs� r SWALLOW DR j ^ , ■ ■►■ i EL ST LAURFEL■ST ■r ■ ■ ' ■ . �N y N. �►a =■ ■ ■SOUTrH STD *■ W r ■ a ■/j-S� 7 SON 6LJ r ■ LAUREL ST (n■ N a ■ • ^ r' rn F' - vpN ■ r ■ r10 DR z r ■ ■ ❑ ■ ■■� ■ A, w ■ -i ■ N r ►► • ��/ ■. 5'� , �. �� aR . N PJ� ■ O '10LEtDR \ J NpLLP c rn W■ ❑ r LL a ■2 D • p�'� .. Y� ■ ■ ■ ■ BRYAN `= M a LL X ■ ■ ■ ■ ■ ► t9 ■ • ■ ■�ks' ► Q-CD r ,'S c'S �'� d?� ;; GP d N CALD�WOOD DR r N 4! , ~ 5 5 ■ • ■ Q• ` ■ ■ ■ ■ -RUSK SIT ■ GAO R T0"' r �� f �T 'A3+O ►_ 0.CAMBRIDG w■ �z o �qYO(/ RUSK ST ► -' ► ' 9 Va� ��ss t■ ■'L3, ■ • ■ a Z Q ?� SMART ST ■ ■ ■ ■ SMART ST ■ ■ S ?d STD.. Z N c7 ❑ r O Rr►; i ��5 ■ �' •. ►_ ■ r ►� 5� o RgTTO x�1 0■ ►O ■ N' W CEDAR ST 4� ■ >� y O aNf ■ ■� {►Z F 1- r GQ'O �G� N !EC ST v t '0 BRISTOLO 0 N m N ■ A y v R L `L■ 016 z ■tom p O BROA�DM'OOR 3 _s Toy . �F ■ ■ r ■ ■ l� Ci0\' � � r w SO FINIS ST cn F- .1 O OiJ a ■ r ■. O 1 ,00 P N1 ■CROCKETT ST W■ i N U ■ . ■ r O rSUNBiuRtY■�R = rn BRENHAM ST r ■ x r Oy Q z N.1c f_U?■O A O� w ■ * „ ■ ► ■ ► yL ■ `� 'y �►--ROYAL * r S -z r O r 'o o. F&N'NIN STr G F ►r C r. S t9 i} w H z Y i i ■. ■ ! F ti 0� �5 T +IG S,T-�S > O._._arrir► — Q r \ N (A k 1r F- - tiG ► GF1 'cn:* 0 • g� ► CRA [ 111 Y �`a W w c� (PRIVATE) „4 114 114 0 9L ��\ p G�� ♦P IRMA ST z w ,00-nz ■ F ret` r��� ■ • ■ Q Oa„■ ■ _41- O = m FANNIN ST ■ P `JPgEI ■■ GATEWAY / z tiG� ■ ■ FAY ST N m w z W 44 ■ l ■rs a ■ ■ ■ STAGG■DR; _N�r v r O �F'� ��� ■ ► + ■ ■ Q . ►.= > ix i►wl r �x s■ t-'�■ i ■ ■ELF■ t ■ ■ ► ' W LINCOLN S.? r �2 ; r ' z WALL STX cn r ►r . Q r tiG • ■ ■a� ► s� ►i'A�Ish .cn-, z�■�` s G�RANTHST. ❑ C;OL'LEGE�SJT r ■ ■ . _ N ► ■ L • O ■ / L in � cnn 01 ■ 5 P `� �- Q ,ERMANrST ■ it ■ cn.. F ■ �. Q- �`i �P ■ ■ cn ■�G N rz�0 w SM .,...s,� . uri o oo pL MILAM STD t ■ F� ►� -ice ` m W ■ L) c11 !j .MILAM ST ~ .. Z V4 ■ • ❑ ■ 'Q s W' Q ■ N. is BELMONT ST r oly ■ y ►► ` �■ ■? ■z ■ ■ Of+. /r/ a `Z w ■ r w *4Z arMILAM ST- • • er _ w ■ U tiC1 " y F r t ■ ■ FOCH ST ■ ■ ■ ■ > Q ■ > ■ ■ /r� ■ ■ ■ ■ ■ iGF ■ ❑ ■ R E r Z BLANCHETTE ST . ■ Q ■ } Z z _ BOLIVAR ST ■ s/- MADIS'ON AVE ■ ` ■ J c9 w cn BOLIVAR ST ■ ■ ■ ■ ■ 1 ■ ■ ■ ■ M O_ J w s ;+ a: N r Z t o° BOLIVAR ST _ ■ } .` `■ t i r O w ■ M Oa ■ - - 4n -■ ■ c A ❑ ,� �. Q . ■ ■r� ' ■ r ■ • ► ■ ■ ■ CARTWRIGHT+ST = _-r FULTON AVE C S RR w _ .COR++LEY AVE _ ■ ■ ..-_ ■ ■ U ■ ■ sCO.RLEY AVE• ■ ■ ■ ■ ■' y ■ ROBERTS ST LEE ST >• oo-F o U N - cn ■ A► ■ ■ TF■ �o■F-�� ■ ■ N - ■ 12-g CARTWRIGHT ST ■ ■ r`ROBERTS ST in � cn.T �z�w� ew e PRAIRIE ST ■ in B D o ❑ ■ROBERTS AVE ■ ■ ` _ • ■0 i 0 z ❑ ~ GT' z r ■ cn ■ ■ ■ ■� ■ i ►z■ ■ ■ <<W; rn ■ a ■ A ■ ■ ■'tW ASNIN' ON z Q ■ ■ ■ r� ■ TiERRELL4 AVE 1■ ■ Z r Q w y> ■ ■ ..sr:;:.r ■ V { 11z-A _ ` „o : ■ ■ N * Q O cn o ,pO ARRIOT ST ► 10 r ■ ■ ■■H N ^�� F' ■ A a ■ ALMA ST E ALMA ST ■■a ■ ■►■■■ l N i �■as■��_..�►� 41 7 '� M = Q. EUCLID ST = RRIOT ST * : ■ r ■ t ii► f' y EUCLID ST ■ HA ■ �.d' L ^p ■ ■ ■ ELINOR ST ,n A,. ,� ■ TWREADNEEDLE ST■"�^ ■ ■ o- ■ ■ ■ ■ ■►► �� ■ ■ r F- ■ ► ELGIE ST ■ Q■ ■ -E ELGIE STy A ■ ■■ R i Q ►�P� ■ ■ cn cn "POTTS ST ELGIE ST m ► z0 Q ■ r/,l, ■ ■ L; ■t _ ■ O ►■i ■ tW� Q uri Z r ? CHURCH ST ! Z Z * W t�GTy .. 5■- ■ a N* w ■ Cl p z 0 N u~i N cPo w PIPKIN ST Ir ar ■;9'i' +rA'r as �o �o a cn a_ (9 � vi w ❑ > ■ m ADAMS ST a.: ■ ■ ■ /r ■ ■ 50� ~ N ■ r Puri o w Q Q v �� Q EDWIN ST ■ ■ r �P r ■05 z � cn = W _ cn z BROCKMAN+SsT ► ■ ► ■ ■ c4k 1oo-E <c,Q� Y ±1�+ r �;� Q�' Q r w � � a HEBERT STi ►.. r r ■ j ■ ■ NOLAN ST •" �L w r F- N ►N ■ ■ �7 ■ ■ ■ ■ ■ ■ aw ■ ■ ExL■AVACMA,+ST ■ 4 ` �1'i� NORA ST w F- LELA ST m m z W ■ ► r IRBY ST E IRBY ST C cn — ooF � ■ W CgRD�Nq ` R.p' - 0 ■ A. 5 a z ■ ■ Z o 10, q �o • ` 9 ■� ■ ■ �SARAH ST n a LUCIL-LE ST O V �r . ■ ■ Y Location Map Legend Exhibit 25 GS:dY6 A• ., Beguivi on1 ®Project Area Existing Basin ) Existing Ponding Extents Proposed Ponding Proposed 25-YR Ponding - 1B �rL r f� 1` / ] o a,00eet Existing Storm Sewer Existing Lift Station � Proposed BasinDepth) �� 0.25 - 0.50 " W �I } < 48 DD6 Channel ► Proposed Storm Sewer 0.25 - 1.50 B EAU MC3 N T Lockwood, Andrews > 48T E H A S Lan& Newnsm, Inc. 0 Non-DD6 Channel 1.00 - 2.00 I A LEO A DALY COMPANY � > 2.00 Master Drainage Plan _. CLINTON ST: ■ O r x ■MCFADDFIN AVE ■LLI rnf N r 2 r ■ ■ ■ ►■ i f ■ R ■ O N ■ r ■ ■ • Z_ K ■ r z r ■r s■►■' ■ r r Z r-i ►► ► N► N o :rn F- • cn r s ■ • a ■ ► ■ ► F ■ N cn �- N k-. O .o ■ ■. .y ,Ht. ■ U� N N N fn ■ ■ ■N ■ ■ ■ ■ ■ # r En ■ ■ ■ ■ ■ N �a +'�1 ' ..fn ■ a r'n� . J� ■� ■ ■ ■ x ■ ■ a ► ■2 ■ ■ x 2 F- F- <n ■ 10. r ■ o o to LL J N, oc w ■ i •p �q -� ► 1=i ■ ■ cn m ■ ■ ■ W 2 Y r z+; QI� ■ �� ■ N °° a 2 2 F= F ► r> c„� i �a c� .F- _� r� .ram' C ■ v ■:.f■.�..■ F r °' °° ■ -�� O■ r .o S T i S� O ■GP . Y■ ► y ` .",-- y ; ■ ■■g ■� ■ ■ ■ ■ ■ ■ ■■ ► �■ ■ ■ N O z 2 LL !1! S S. T 9 OVFF`_C . _► LLOW '�_ ' ' ■ ■t`iRF i i ■ • ■ ■ ■ En �■ ■� D w, v ■ �► a qi S ,� ST ,♦ �/ "iii s DR ■ ST LAUREL ST ■ F- r r ■ ■�� '� ■ �0�J� y. $WA ■ ■LAUREL ST 6.. ■ N ■ ■ ■ ■ • _ ■ ■ the F- SO'UTH STo Y v .► - p� ■ r y ■ ND DR ■ b . r ■ ■ p ■ [■� ** F w ■ -� cn ■ : � .N ` ■ *. • TIP/ 1 r �� aR . DR ALP o N w ■ o J F05rST �` LL ■ ► ■ ►2 D r • r► 'lii r • kx`� . QN PJORIOLE■ ■ NO Q- t 2 r OEC L` ■ v r S kq ✓ �9 �% II ■ ■ ■ BRYAN S F [i Q i ■ ■ ■ it 5 ■ A F,t. S e\' p i ch A P.Q ■ x = ■ ■ ■ • ■ c9 ■ ► 2 L ► 'y . c'y ,�.c T p\' . S G yN CALDWOOD DR r ■ uri ■ y ■ cD } G�pr �coh v O� ��Y F� G k, fit. ■ „e „s ■ N �■ ■ ■ q. ■ ■ ■ ■ ■ ,RUSK SST ■ O'vr 2i f S� SO r ` CAMBRIDG w■ ■z eAYOU RUSK ST ■ ■ ■ ►' ■ ■ ■ ■ ' �� 4'�q [rrr���ST r■ �'LS, l ■. - S STR Z Z► ■■� = F" �fQ SMART ST ■� ► Y ■ ■ ■ SMART ST Rr►w ���`° r+ �� ' ; • r r �� - - -:. - .�a Irk - yc ■ gTTOR�� F- O oC ■ o■ ■ W CEDAR ST ■ G� .. 5� ■ �QQ� �.._i �S ' ' C1 n it to / p D / R ,O ■ ■ ■ ■ , •Z GQ- t�; N CST Af &RISTOL O� ■ ■ ■ ■ O BRO ■ f m. _ ■ ■ ■ ■ ■ ' Off' ■ w SO FINIS ST l OE . rt ■., ADMOORO oo-ns .may N ■ ■ ■ 1 ■' Cr ■ I- 2 p ` r r - .- CROCKETT ST W■ x to v - Ov- p v ■ • ■ ■ m• : ■91 ■ BRENHAM ST ■ y ✓O,y a z ■ P. ► ■ r ■rIr N jp T 1• ►5� 'LS ;■w■ ROYAL `' i z cn V, (3 X t` ■ v. p w ■ ■SUNBURjYDR 2 m .�. r ■ ■ } u1 �..:..z a - AA fA ■ 'o o � = 4 .0�Fi4NiNIN STr G� qLF� * S O > Q ■ N N „a i N : 4'G G6`■ 1\\0 • QC�` cb ► CRA1 ■ ■ ■ ■ a W w v - `- „a „4 ■ o i► 9 �: ♦� ►► IRMA ST I. w O J z ■ oa-nz G O C9..... r ♦ w tY (PRIVATE) „a ■ JP�EI g ■■ GATEWAY Z F'LG�'� R� �'�� r r ■ x ■*►v FAY to mom, w ■ ` _ Z f ! FANNIN STD .�. ■ lQR\ 9 ks ■ ■ ■ ■ ss= STAGG•DR r Y ■s N 1r c� 'C ��� �t�4 ■ ► ■ ■ ► y�+r ■ Q ►1 e > _ - :. i �[ w ■ ■ y z ■ x ■ ■■ t t ■ F • • r~ w L-'INCOLN STD 2_ `WALL ST K N r . ■■■■ Y 7 z o F- ■ COLLEGE ST ■ 3k�r� "icn r� i . Q • tiG ■ ■ •■ 5� ► r ■ z■ ■ to r • GRAN�T�rST ■ ■ a ■ . r ■ ■ ■ _ to ■ • ■ ■ 9G FC a+ r r 5� • p\G 5 c�J ■ 14 s'L m A . ■ ■ ■■■ ■C>CC■■�►i: o r ' ■� _ �'LG Ij■ P�' GJr♦�\s`i "Pa ■ Q �GT i 0N►`Hf ANST o Cn MILAM STr ■ cc�yy ►■ mw■ F� ■ lls- r F ,_. .. gMONT'ST :: i ! ■ ► ■ MILAM ST ■ ■ ■ r ■r P. ■- ■ r Z r , O_ ■ wa ■Z a ■ to 4i r '� MILAM ST ■ iF • _ Z uJ • U ��cA ■ ■■ ■ N■ a r r > ■ ■ ts:.. ► o N ■ ■ o.: a ■ ■ r ■ 4 ■ ■ ■ FOCH ST . r ■ ■ > a r ■> �r t � ... t Z a N Q 1 F fn J U p ►t ;a v� • ■ ■■ BLANCHETTE ST r BOLIVAR ST �/- MADIS'O'N AVE z ' x • wl:y'e ry BOLIV/ARST r + ■ ■ ■■ v ■ w O -1 oO BOLIVAR ST _ rl 1 T j ■ , r'�� f m 2 Lu •} .• 1 7 Q i ■ ■ ■ et ; " ■' r, Y ■ i ■ ■ ■ RIGHTISTCARTWFULTON AVE Q K C S RR n, ■, pr a' i ■ ■ ■ ■ ■ ■_ ■■ . h• Z Q w ■ ■ ■� ■i ■ ■ :i w COR+LEY AVE ■ ■ ■ 1 a x r r _ r ■ ■ � ■ ROBERTS ST ■ LEE ST v I,00-F o U ■ ■ ■CO.RLEY AVE ■ ■ N■ ■ • ■ ■ ■ ■� �N■�■■■ 4 ■ ■ to CARTWRIGHT ST ■ ► ■ r ■ 1 ■ ■ ■ - „z-g h �CiJ - ~ N■w f PRAIRIE ST ■ ■ - — - k ROBERTS ST N ` cn44 ■zLw■ ■ ■ ■ GTON gyVD s. ro r Z ■ ■ROB *RT�S AVE ► ■ ■ + ` O O Z ■ a' ■ ASHIN + •� «z■ ■� j w z h J ` Q ■ ■ ■ + 00 • •► rw ■ T�ERRELL■ AVE 1■ s ■ ■ ■� ■ ■ z; ■ ■ w ■ • i Q w y> J • ■ � ■ ��r�p ■ ■ m ►■ ■ z Z Q SA Q ■ i■ ■ 'i i -^ ► ■ ■ s ■. try `4\� _ .. 8 o „z-A ;r. - am „0 1N ■ rx- * Q O fn �o �n ws4 ■:�" r ■ ST /. ■ o I- ■ N ■ #" J ■ E ALMA ST i ■ v.44 ■ ■ ■ ■ ■ ■ ■ = O� EUCLID ST = ■ • ► RRIOTIST ALMA ST ■ ■ ■ It W. A 3 4e ■ �■ >! 4^' ► ►► EUCLID ST p ■ ■ ELINOR ST ,ris ■ • ■ ► HA ■ ■ THREADNEEDLE-ST Ss� ■ ■ ■ ■■■~■►- �k■ ■ ■ ■ • ■ ■ ■.. Q■ ■ �E ELGIE ST 9,p P e ■ ■■ Cn ■ N c♦ r t- ■ ■ ~ ELGIE ST ► ■ ► ■ w ■ ( v ■■ w N Q ► ", w ■ m cn NPOTTS ST ELGIE ST m ■ o Q ■ 0 • ■ w W+F, • J • w p F- z w CHURCH ST a o■ w t�G �► �e ■ w O ■s ■ wr■ u aIr N Q ■ Jr ■ z J • { 5 51' ■ ■ • a u~i w ■ a ' r ► ■ a p z O N uri N 1PP w PIPKIN ST ►■ ■ F�a� `�o ��o ■� ■ ' ■ �O� ■ Ia- i► N ■ a N a O N Q v EDWIN ST ■ ■ ■ m ADAMS STr ■ ■ ■ ■ BROCKMAN+ST ►;� ■ E ■ ■• ■ ■ ■ ,■ ■ ■ + ,�C F Cn <n w O Q Z A 0o E Q �tv �- O w _F ..._ ' ■ , ► HEBERT Ti -=O r r ■ In 4:> ■ NOLAN SIT 4---F� ■ Q? w ' i^•1� t► N m m Iv N w i ■ Q ■ ■ ■ r■ ■r►,E LAVAC 4. w t LELA ST m z z■ r IRBY ST E IRBY ST X NO ST w O w ► _ } oo,� W�CgRpgyq �`O�:►��p �X] ara c� ■ �.. z `► ► LB O r F p� z z °sa `2`0. R P���^ i■■■ ■ ■ ,,SARAH ST ►1 ■ a o .LUCILL ST O V ■ i Y O ■ ■ ■ Location Map Legend Exhibit 26 oI, renti• ,Beaumont ®Project Area I� Existing Basin ,Existing Ponding Extents Proposed Ponding proposed 100-YR Ponding - 1B DaN+ir Xx� �` ] o a,00eet Existing Storm Sewer Existing Lift Station Proposed BasinDepth f �� 0.25 - 0.50 < 48 DD6 Channel Proposed Storm Sewer 0.50 - 1.00 B EAU MO N T Lockwood, Andrews �> 48" T E X A S ' Lan& Newnsm, Inc. Non-DD6 Channel 1.00 - 2.00 I A LEO A DALY COMPANY � > 2.00 Master Drainage Plan C1 .. 4� ele F • RK�s►. � � A sT ■ O�y d10ji A •p/y/T��Q� �i'•�ST ,1 '� r.� �+�r_.-- ,. � F r 1� � r•.--n. J. R' _' SEC $j . _.. _ Y ► ' r '► i` �° r COL FINIS ST N _ �. R r, ^y C,71 r ■ r .. ;,--s 0 BUFORD ST Off' o N LANGHAM ST ! .._�+ r :�■ ■ ■ ■ ■ ■ o�C a -i Ik I+ `iO 'P9 Z Q ( cn Q ■ r `� 4 1 p ■ .* ■ ROYA * z CUNIFF AVE STEWART ST ■ ■ 71 ST ■ ► d' O a} ..ir£ -ram ._^ -" rl� it ■ ■ F.:- 6o Cn N •R ST . 1_ �+ ! C9ST. ..�r,. ■ 1 ■ m } ...fir LAM�Aq` ��5 5� R GAP\ ■ ■ # > O m ` lQv ► R Q ST : W JACKSON ST. m W O N ► ■ 7 L �� N N Z:: .fir -4 ".' ■ N1 W p ...+a��c:A41-ram ..... = •yji - `_Mw -• , s r FAY ST O ��_ ■ :N N qW a z ►Lu > '9G - ,�; �y. •'� � ,M�ARY ST_ _. � �- ■ �� GRAN.T_ST—■--his. -r. „r � - �,,,, y �,J -�'= ' } - ■ r� try' ;, ,tGF•�5y� ti�GT . n- ..SHERMAN STD _ .. ^ �,f F _ S 7RADL€Y S7 ; ■y f FLOWERSAS.. O F- N � � ~ TAGORE ST U -e T2 cn Q .r+ R r � - r F- z y. w. �'' .. �T/,y •o �,s Q 'oNo �Q a ►r BURT ST ■ _.Y - y fr P LYLST EST Q �<` N . tr. , . •r a + t!b W O STO'N Q. •- O . F- .. W IR 1% fir, 1'� .• ': 7C �' �' • F ,, Its BOLIVARST Y A _ wP%•n..' - Cam. Q O VAN BUREN ST CORLEY AVE i O m K S RR - + * > ~ � CARTWRIGH•T-ST ■ 44 ■ ■ ■ ■ r W ■ ■ ■ 1 V LEE ST 9,p. E S v - i1 .... w ■ z W ■ ■ IF JL PRAIRIE ST AVE Q PRAIRIE ST r r fiERRE VD F.P `►►' ;^ _.: — -� ,...r- - - ■ ■ r ■ A G ON BIN�2 r� ■ 5H T ■TERRELAVE■ r ■ ■ • ■ a• ■ L ■ 2k AL E " a SO - Location Map GIa 1"" wBeaum0lit Legend Exhibit 27 ®Project Area rExisting Basin ► Proposed Storm Sewer Proposed Improvement - 1C pie - Exx I t_ �[� o z,10eet Existing Storm Sewer *` Existing Lift Station C Proposed Basin }<48„ BEAUMC�NT Lockwood, Andrews DD6 Channel TExas _ & Newnem, Inc. > 48" Non-DD6 ChannelLan Master Drainage Plan zO -1 1 A LEO A DALY CDMPAiNY "X 5�N P �\� ��XX �1� 6` •ter Fy Oz� • DSOSrQ/ti C�\\� ► S, a `, f ... �► OR ST /�. % f r— Ix �— ..•...��~ � �d + ';�' VOT Qvv R. Q\S` � F- ... _ ..�_......a tl-- •_,..� _� r„� �, v^ I'r it �+ +�y� - � � "'..R,�� ul FINIS STul Q�\- N ..- ^ ;1� +►'� r _ -_f� T 1 ~ ,' / F- * f o1 BUFORD ST �. �l fi LI r. Gpv ' t COti N LANGHAM ST ►... �.,.-■ r . ■ ■ ►.. ■ ■ ■ r.. r+ 1 ..ate `/O 'P9 z a (4 t w ■ G ` �i r-. Imo, n r C y O Q `� cn z w w ��� ram.. ��S �� . ■ ►.... ■ .I RDYA1_ zz CUNIFF AVE Y T ■ STEWART S■ 4 �� r�,.r„ + - - " - -) I W .4 �,y. p\� y „ c�� ` ■ ■ , Cn .._ cV) . •LAM�AR ST.. ► CYST ' GoF- ar.l _ '^ ►' i ' 4i11 •'S Q * w O m d� ■ i a v ■ I► F \ t �fST 'i JACKSON ST m $ ;�• }. �q G� • JQ ► ■. Q l w F-� POWELL ST A - ..r.� r � .. I- tiG �P ■ FAY ST U) z - r•- - a _ 1 J uJ INC • ► F F w A _ 00 W. `- - r -e.JwY-_98•.r....r.na+-....- r — y "�-� - S -n. GRANT-ST• yMrARY ST ` = ■ ■ G5 G� F6 5� �G ■ u~i - 't :.SHERMAN ST# - R.- P\' G� • F.P EMMA ST S+F� z N { BRADLEY ST • _ f ' Oy . • 2/ �/ FLOWERS ST O (n ■ N ~ TAGORE ST ►w _ r s► r m ■ 9'AtiG ■ r y Z Q �. - . ■ ? F /,L•c� zQ m Q ■ a ■ R BURT ST ■ - l '" fr . I' r �►- a LYLE ST ■ 4STANTON ST ='�� -Lu , art,., : r-I w. ■ •rGo • N �'F' '.' BOLIVAR ST s Y ■ _ .. 4 . . IFi w O 'VAN BUREN ST •* y ■ �_ 4 O w Ay� r CORLEY AVE p - Co. r F ■ = K C S RR ■ ■ GARTWRIGHT ST=:.._ Q * uFi • r ■ s= O o ram. w w ■1 ■ LEE sT w � w ■ LEE ST , - c� ., - .... / . 7 tZ ■ ■ f tiw (n Z w E ST i AL-! �G , > ► PRAIRIE ■ RR _J_L41 AVE y ■ �y ,_.-- ��P" Q PRAIRIE ST TE BLVD ,� `II. ..W �,Hr -...r• v - �. 1 tAGION �TERREL•L AVER . ■ r t■ ■ • • s� ■ ■ Ss,{ EU Location Map Legend p Exhibit 28 �31aue �prp EaUfliDnt ®Project Area r7l Existing Basin Existing Ponding Extents Propsfd Ponding proposed 2-YR Ponding - 1C 0 2,100 �xx t_ , , Existing Storm Sewer *` Existing Lift Station Q Proposed Basin Depth Feet 0.25 - 0.50 I t } < 48 DD6 Channel Proposed Storm Sewer 0.50 - 1.00 B EAU M O N T ` Lockwood, Andrews > 48" _ Lan& Newnam, Inc. Non-DD6 Channel 1.00 - 2.00 T E X A S IA LEO A DALY CDMPANY > 2.00 Master Drainage Plan 4% PgRk ,y O*N GE SS i o P< X P �` .'0 V. Oz v ► CZ` � _ ...ot_. ., ._. • �.' ' _� �, �^ I� it �+ �L _ � ✓ "F':�. SAP e�OP N ~.. `�' '�' \ •. t���yy �i i, rya ++ �, ,,, a, �, _ Lu y v�'G cy • w { TO FINIS ST'' Ok CIO F BUFORD ST �1 ✓`: '1' O N LANGHAM ST .. F As a �i Ok h z } cn Q 1 ^ ✓4 r I� �� • �iSs ■ U' .. ... .: ► .. ■ ROYA z CUNIFF AVE _5...STEWART ST „�, ... + - r - �Q. T• j 0 .Y IL-4�., O ► 5� ■ ■ F- ST OP cn cn _-LhAM�AR ST Cr `�l' S _ ■ GQ i ■ L ■ •S7 9 JACKSON ST - 0- -o ■ x /► °. ■ 9L t. ��G Q-O • ■ ■ C� ■ ■ > N7 POW �..' �P ■ l� FAY ST Q N z cn `+i' __:xai r-....= ?ie. • ` i _ ` ul OW Lu At W G � 1 s N a ■ ■ ■ ■ ■ GRANT ST • r r' t�` MIA" ST w �- r. 441 0- AL �i `G5 tiG� F� �5� �GT N ' ■ ■ ■ ■ :SHERMAN ST# 6r a ■ �P EMMA ST S+F� ■ ■ z c~i) T BRA ST ■ - ►` f : �Oy m • . 2j9�/�C *FLOWES ST = y ` z TAGORE ST TA r - 0.- 4 .» f s+ 1� N r ■ ■ ? F- %A/r. ■ z m Q ..■...■ a ■ a BURT ST _ _.., y r r - LYLE ST r ■ �• ,Q N , t .� �-r r �► ^ tl� a w ■ 0 11 R TANTON ST .::. ■..... r-Ili .. LLI � � � J T ' � . BOLIVAR ST ■ R Y * ■ Cam - "• ►` LLI ■ a ■Y ■ ■ ►r c ■ VAN BUREN ST ■ LN ■ ■ O m ■ r K C S RR CORLEY AVE - ■ ■ ■ ■ �r ■ ■ ■ ■ ■ F 40ARTW, ST _■ cn- ► -j W � . I ■ 0- d► : F cn = .LL�9 f . iu U LEE STYR�. LEE ST vim'' .w JW z w z PRAIRIE ST ■ a * ►!G N �. -, -, ., , : , p , [:.._ ¢ �I , _ - Lu % - . . _ _ > ■ RELL AVE y 1 'y �.� _ ' . - Q PRAIRIE ST ■ TER BLVD ,.Q `II. �.:W� r. -.r.r• - aTERRELL AVER ■ r r■ i • ■ • Location Map Lend Exhibit 29 O Beauinolll 0 2,100 ®Project Area r� Depth Existing Basin Existing Ponding Extents PPrroposed Ponding Proposed 5-YR Ponding - 1C } �!,x t_ , , Existing Storm Sewer Existing Lift Station Proposed Basin Feet 0.25 - 0.50 I t --0-- > 48 DD6 Channel 0-Proposed Storm Sewer 0.50 - 1.00 B EAU M O N T ` Lockwood, Andrews �> 48" _ & Newnam, Inc. Non-DD6 Channel 1.00 - 2.00 T E H A S I Lan A LEO A DALY CDMPANY > 2.00 Master Drainage Plan 4t ij� 0 ■ P� �g LEGE SS 5� t.'Q� �n�. f do • A OR ,T L 44 ■. ►� tPT■ Ilk ■ Y T ST rr- 4 a-....s yr`�r~^ �y ,-, 4 • �a r ^ .r "t �" ■ t �` .�>,..,.._._ . �.•-.�.� �, �^ I� it �+ +� � ✓ *..,��` ul SAP � 3 �O'P y N �• � -.. +■, - r �.�"� .K�� ... .r � i, V' �+ �,+ v { a.� .�, � � ' � _ w, �O F IS STD r N _r z a ..,r �N J _a ell r r'� ^`� Ok j, • ST `' ` __s_- ■ BUFORD ST �l - v - F- F OR Cn G� +► ok 0 LANGHAM ST Ok A e;. `/O z a ( r cn Ar ✓ A% S' ST J 6 ■ ■ ROYAL z CUNIFF AVE ! STEWART ST ■ ■ ; 0O ■ -' - _ p\� * c,, ST ■ ■ 1 ■ 6o Cn (n ■ a..-LAM�AR ST ok ► O `� ■ �'. Q • ■ w O m s... �. ���■`��-, #`,sue, - . r« \ Z ■ "ST 1 1ACKSON✓ ST `9L i G�� ■ OAP ■ �` ■ e``P ■ ■ j h-7 POWELL ST ,t A. _.. ■ .. :fr� +`'}'r Q '1' \. ■ ul FAY ST cn z r -�`-� ►k +a. _ 1 J ■ , Goo • ■ w ► 4k■ ■ a o cn z w �' t• .: _ r_ ;r—"� r- r A i 4 ■ d J .;.�C "� * ., co `�ti i ■ ■ �� N a ■ AL G.RAN.L- ST • r Y ■ - � � - - $ ", �....-y J } � } y � Y � ; , GAO i ■ , • qL ■ ■ 9 t M �4M'ARY ST ' ■ -J A F - 'L G A, 'L ��� • \G5 G�F6 1■ �G� cn SHERMAN STD c ,� - ►� P 5 y ■ ► ■ • oaf _. ■ 1 Q,P ■ EMMA ST S+F�p z N { BRADLEY ST •11 ' �Oy v m • r '119�/,LC *FLOWERS ST = y Z TAGORE ST ■w r r► 0. _ r - Q .» r r 1A _ r ■ ■LLI ■ t~n L T/2��G► ■ a co U ■ ■ a 55 a BURT ST i n r r ■ wLLI 4 • 'i _ r r'� LYLE ST r ■ .p • nSTANTON ST ►■ '► <n 4.;4'� Lu r > r ary > 1 • ►* f� z i ■ ■ s ■ r ■', �.i�— c7 �• L - /�. _ ■ a ■ . , - ` BOLIVAR ST i w Y r ■_ . r ■ ■ >, 00 ■ y!� VAN BUREN ST _ ■ ■ ■ a ca KcSRR rr - CORLEY AVE z ' _ � F- ■ r r r CARTWRIGHT ST ■ ■ ■ a ■ r... .- ■ .. w e N _ f � w O ■ �•9� LEE ST � r,•' � .� _- �.... w w ■ LEE ST ET. - r.-. . / ) r Ir, g L �. z w A z PRAIRIEST ■ i ►!G - N !._:- [..._- w ■ > ■TERRELL AVE y Ty,� N. - _ p a PRAIRIE ST VD ' � - • �� � • y NN A As ATERRELL AVER ■ • w !y i _ I Location Map Lend Exhibit 30 O Beauinolll r ®Project Area Existing Basin Existing Ponding Extents Proposed Ponding Proposed 10-YR Ponding - 1C t_ , , o z,ioo Existing Storm Sewer Existing Lift Station � Proposed BasinDeptht) a aspxx Feet Andrews < 48 > 48 DD6 Channel Proposed Storm Sewer 0.25 - 0.50 0.25 - 1.50 BEAU MCA N T _ LanLockwood, & Newnam, Inc. Non-DD6 Channel 1.00 - 2.00 T E H A S A LEO A DALY CDMPANY > 2.00 Master Drainage Plan oo��EGE k o��F ► q,L r o�F Doti V� —Y i ' OPY 0 f► y! i y Al Lu y�'c �'Yy ■ O W _ - FINIS ST' - - r ^ 4kv0 1 FS,T r * ��. _.. - JOj BUFORD ST ✓ R ~- G' ON, ^ . _. - :% !I. . 0 + o LANGHAM ST ■ l a' �► �► �; l ■ ■ ■ • 'Ld, 051 c7�'` 0, ROYp l z CUNIFf AVE z ■ _r _ R "_� F� ■ ai■ fit. STD ■ ■ O } STEWART ST ■ .. \ 7 1► ■ Y H F '� •_.3• G k C) f A, [ ■ i o to u> 6-LST ■ r ■ O . WAR ■ ■ - 4 A 10 e 0, 1. Vw O;• JACKSON ST AL ► •ST 9l m ■ ■9L t `?G� • yC� ++ r + ASP ■ a > v�i� ■ POWELL ST u� F- . �G�'L tiG�� �� ■ OtP� + ■ ■ t FAY ST■ N z N ■ kn• ;[ Z ■_ , -.�, w -. _ ~ �! -. Get. i A Y1a"at" J ■ O Lu Ak z i— cn >a. If A ti - A CD t ■ � N W ■ GRANT ST • ■ a • .raw w-# GHQ If ' p�y�� F tMIARY ST�y ,ti a ■ ■ _ _ - - . . a �w • \G5 �`� �5� t+ i!i) u~i SHERMAN STD . H - `� i t�,• P\"� GAP ■ ■. �P5 ■ ■ EMMA ST t� sc,p► •a ► � ■-r ►- � -- y ■ z cn cn BRADLEY ST ■ O ■ t • ?�/■+ FLOWERS ST O 3- z' TAGORE ST G % ■ W F- ■ ■ /2 /rR ■ o z m w ■ d ► BURT ST - - _ -r ". M -• - ul LYLE ST ■■ -STANTON ST to O ■ ~� . iL • • :i _ LLI -- �. BOLIVAR ST ■ J ■ ■ ■ ■ ■ ■ r• ► ■ ■� Q■ 00 + y4 VAN BUREN STIL ■ CORLEY AVE ■ ■ ■ r ,r ■ ■ z m ► F- ► " ' K C S RR ■ � lr. ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■CARTWRCG;MT ST ■ ■ ■■■ �■ ► ¢ ■ cn vi, f Ill. v _ W IL N 0 ■ N ■ ■ ■ W ■ S a �► . �. { ■ ■ ■ x ■ ■ 'hy' LEE ST ¢ - w ■ u ■ w ■ LEE ST t ■►'Qj U ' "i - Z W ■ ■ ■ ■ PRAIRIE ST pVE■ ■ +�Gj W ■ ■ ■ ■ ■TERRELL ■ ILy *, .� - �u•- •. _ +aas r Q ■ BLVD tF.fi PRAIRIE ST • N ■ • �SNINGTOr • TERREL■L AVE ■ + ■ , a ■ i ■ y ■ 4 i A •: ■ + ■ y ■ EUCLID gT •L y - Location Map Legend Exhibit 31 GIAW,A.' .Beaumont 0 2,100 ®Project Area Existing Basin Existing Ponding Extents Prophsft Ponding Proposed 25-YR Ponding - 1C Existing Storm Sewer Existing Lift Station Proposed Basin p ) Feet Depth - 0.50 I ss --0.—> 48 Lockwood, Andrews �> 48" DD6 Channel Proposed Storm Sewer 0.50 - 1.00 B EAU MCA N T _ Lan& NBwnam, Inc. Non-DD6 Channel 1.00 - 2.00 T E H A S I A LEO A DALY COMPANY � > 2.00 Master Drainage Plan •1►. 'ti,9�y AL do dq -IMF�. ,.. �- 5 •sue _� ^ 00 � ■ t , Fyv�' �'�,y w - FINIS ST' •4O� Gp -: Z ❑F a .k..•- __� 'y' c . J t r __ ■ ■ ■ JOI. BUFORD ST A i+ v G� •0 oy o rn LANGHAM ST : ■ ■ � ■ ■ ■ ■ ■ ■ OTC ~ .� •� a' , /► Oft ; — --- --� Pk ► cn • • �'S s'� c7�' ■ rR0 • CI z CUNIFF AVE z STEWART ST r ■ 71 ��Q �a s,Tr ■ * ,ter+... Y ^^ F p♦� r 5� r f tl ' f r ■ ~ O Nam_. Y -} ■ LAMIAR ST f "''�'' "'I!►_ r - - r ■ ■ No ■ r ■ _ - `; "'� ► �O ��5 r • ► Z■ ■GAP ' ■ ■ m w O m Y.-. •-' r ■ ■ `�4 • r ■ IST iu JACKSON ST r-�+�- a m r �:r?r! . A, M �► , y f+� . 9G ■ �, • C • ♦S` * �-7 POWELL ST ■ ■ .' �' •► i `�a '1' ♦ ♦ ■ FAY ST :' 1 cn z r--i-` _'" ■ a u> ■ �..•�i� @ uj 41k CD AL ■ ■ ■ GRANT ST • ■ r a „ w - a 'i 2i� r ■ I YST ■ FD ■ + • 9LF r ' 9��Q ■ ■ {MAR ■ ■ ■ _ ■ ■ ■ �■■ tiG IV■ ■ iy �• • ♦G5 % �41 �G� ■ (n ■ ■ ■ ■ • SHERMAN STD g r "$ n �� _ tW • . 5 �P ■ y a y ■ ■ ■ ■ _ - 401 G a ► �P r EMMA ST S+F�Q ■ ► N N ■ BRADLEY ST 4- - - -- �O r • '� FLOWERS ST p F � TAGORE ST "� ,.• oh, m ■ 9,p'LG, ■ r ► Cn Q Q ■K' , i►r" r ^ r+ /► 2 z m :. p ■ • a BURT ST In 0' r CL w ■ ■ ■ Q ■ ■ C'� cn a r r 'r r.+ LYLE ST ■ ■ '. F�. r 1 F- ,; . , r �: a�_. .. `j w Q w r O ► ' ■STANTON ST ►rL - m . cn iL - • :i r W a. ++ ++ ■ ■ ] ■ ► - '� ■ ■ y "� (, ,r,�ti '^ s meµ* -_ - .� /► /�', - •�� BOLIVA■ R ST , r f - ■ r r ■ r • ■ �' ■ { ► r y4 VAN BUREN ST _ , ..IL ■ ■ ■ r ■ - ■ CORLEY AVE r ■ r Z m► C S RR Cn lr. ■ ■ ■ ■ 4CARTWRIGHT ST ►►► ■ ► Cn * ■ U) - ■ ■ ■ ■ ■ (n ► o_ p0_ Vol W _ N ■■ r = ■ ■ '�y' LEE ST Q ' ■ LEE ST ■ U ' w ■ r z +►!� ■ PRAIRIE ST •f ■ f ■�! N # z-■ ■ ■TERRELL AVE ► ■ �y .0 :;•.. '� PRAIRIE ST ■ TON ■ r • ■ WA�SNING L AVE ■ ' ■ ■ ■ r r ■ .�� ° . s TERREL■ ■ ■ • !y� ■ + ■ ' ■ r EUCLID ST • i x f. Location Map Legend Exhibit 32 CySadY6 A" ��f':Lllllll+fli o z,ioo ®Project Area Existing Basin Existing Ponding Extents Proposed Ponding proposed 100-YR Ponding - 1C - Feet Existing Storm Sewer Existing Lift Station Proposed Basin Depth) :d1a0aSt I S I Lockwood, Andrews ■ < 48 ■ > 48" DD6 Channel Proposed Storm Sewer 0.25 - 0.50 0.50 - 1.00 BEAU C� N T _ & Newnam, Inc. La Non-DD6 Channel 1.00-2.00TEHAS�O A A LEO A DALY COMPANY > 2.00 Master Drainage Plan �-►PRAI10 RIE STUN { ] ■.rTERRELL■AVE-�� IF- +* T1 110' ; y ■ N RO�G�KWELL ST SA ■ .p0 v fh P 110 = G 1■ •■ U) „ C N U) 1 z �^ !_ 4 t► w N H O EUCLID ST G n f° •►- "■ DOROTHY,AVE m N m y' N r❑ N F2 ' Wi =H 1 C U U) EUCLID ST z -. - ,� O p N nQ - -i? ■ ■ h ■ ELINOR S,T _ ■ ■ rt> > ■ ■ z 5 ? - ❑ cn i ■ ■- + ■ A ■ ► kr ■ ;.,•S1UTWERLAND ST W oP Oy ��Q QO Z O Z ■ N ` s ■ r Q O Ica PARISH ST w WAVERLY ST ■!i v�i 4 ELGIE ST s z '• ELGIE ST 4 Q ■ ■ ■ ■_ N .. POTTS ST W ' ,r W Q N 1•a 5� i,1 ' Q �, ■ ��M V CHURCH ST A 1 y ■ i ■ ■ ■ ■ WESTIMOREST \ eLu O ■ z HEGELE ST y�, ANNIE ST ^o ■ 'i- �PIERRE'DR; r �< ■ a' - N � PIPKIN ST 4Q� • ■> ST JAMES Bmo LVD! ' ■ L ■ , O = BARBARA LY1NN OYLIE ST J;o . p 5� ■ oJ0_.�. ■ E rn ► 3 r GLENWO�OU AVEr- W i0 BUTLIN ST- rEDWIN ST ' �Q- w O Y W cr N Q CCrr�� * 1f • W ,P ■ ■ �OC� GLENWOOD AVER t AJ=TED ! ° z BROCKMAN ;M' W W r MAY ST - s Oy u~i MAVE LuwS AVE t ■ Lu HEBERT ST G �A, W * • + NORA tz 19 41 . W CARDINAL R; - NORA ST W- Q PJPG ~ i' W CARDINAL 'L — '� V SjWrC;Rul�AL pR '9�O,Q �..s�•+4 s ; • 'p _' .."�. a , C� LELA ST N CHARITY LELA.S-T �� ■ ..�€ . 4 z A CL AA lip lot 0 'r z SARAN ST LUCILLE ST-r � z r • ■ r ■ . - C9�O ,; o� ■ O'O'KER F- z BST a n /,�,� a - �O M1 ■ O i rn N$; RE-NAwST c - u' `_ t < ��� � . '`~ _ _ • vx TI P a p- N 1 os-A w J Z�tiC O +PSEYST + 1o7-A ■OQ p to U Z r ■ a Cn IL IX a O W IVIR'G1N'IA ST Lu z W w Cn SI'NSTi-V-ON ST �Q RDIIyAL -' F y uj m O 4 _ RAMP.ART:ST� �� _ .p ❑� . ► 1 i _ o W .HIGIiLAN DR W uj W o QO N !A J 107-C 106-B - 106-B-m 106-B Location Map Legend Exhibit 33 PBeaumont r _ r ®Project Area r'� Existing Basin Do -Proposed Storm Sewer Proposed Improvement - 1D 11I to z,zso- /' 1TTTTTl Feet Existing Storm Sewer Existing Lift Station C Proposed Basin V MOW (I Lockwood, Andrews } ` 48 DD6 Channel B EAU M O N T & Newnem, Inc. > 48" Non-DD6 Channel Lan Master Drainage Plan O I A LEO A DALY CDMPANY PRAIRIE STUN r.- "■ TERRELL■AVE ■ ■ .� ■ +* `. gyp'. -. �1� ,�110 - ■ � ? ■ ■ �' "°� "''•-'�' '` ► ROCKWELL ST sA ■ *- G f- , N ■ ■ ■ i _�. 7 t .s fn l 0 ■■ lt■ N In ■ Z r m N DOROTHY AVE v~i N EUCLID ST ■ m c� t LL N `� s`- UCLID ST ,� p ■ C V �r E co ■ 2 m W C ^O p O Q �- .�. ■ ELINOR ST t t ■ m z ■ ■ ■ SOUTHERLAND ST W z m ST ■ ERLY ST ■ N N ` ■ ■ LGIE T 'ELGIE ST . 2 PARISH W WAV ■ �M1 Z E . @ V. Q } •� ■ AL ■ ■ ■ W o p F- POTTS ST Q to Q }° W WESTMORELAND ST v �` CHURCH ST ■ CO • ■ ■ ■ ■ • ■ • ■■ ■ a cpa z HLu EGELE ST ANNIE ST O Ne, - PIERRE"DR� < ■ ■ ■ ■ cno ■ IN ST F a �. PIPK r ' N �. ! ! ST JAMES BLVD t ■ ■ O = ■. BAfF--- 7GLB;AR�A-LYNN OLLIE ST o ;r ■ ■ EN NOOD AVE Q 'OBUTL^IEDWIN ST Lu w�_ • ��O�` a'GLENWOOD AVE ■ W o uW AST z BROCFtM%�N ST �t�v O.0 N • DMONDS AVE w M w w Q F � s , rST )C i HEBERT_ n . w EDMONDS AVE � F W "CARDINAL `�in . Cti !' NORA S v STr , w 9,p r � F- p :�'' T .. 6. v PCP t , N P F . CARDINAL Oti a`' ,ems. 1 *P F- NORA ST w rC ._ 9� u> Q c9 LELA ST F RDINAL pR O � Q ■ Q Y-Z N 2 CHARIT s LELA ST. a z a t N LL a ■ cn 0 O r ► :�, - �. I z s U- SARAN ST �C T:+...,: F• LUCILLE ST Z qR� r oaf - pR ST z a =ri BQ r 'Rx "' p N RENA�ST-.■ ■i ■ =V +LL. iYY �� �� 2 2 •D �y%NC i Ji%P •rt...ycs-�/iRN cn W w N 2 J Z ,�' • ! N P-(ST -Y-(ST N O� s p m N C� �1 Q J > It r aLet a a p W IVIR'GiN'IA ST"'r ^o z uj In BOURBON STF �y_ _ • N In E- w `o - , wCAR 3 TFJ N w FAY. �. ■BASIN�ST .■. �Q ► . �tNAL s _ ry % W ; r _'= _' 3� ... .' s�;e<::: "' yr+' ^ } t 0 Q RAMPART STr - �', - ..:. W;Cq w HIGHLAND DR W In Lu `s O w ,. 1 - z 0 ry AV Z : ftt►►� t Q u o C iV .' Co Q . . 107'C -106-B 1D&BIm —� J ti � 106-a Location Map Legend Exhibit 34 Beaumont r - r � ®Project Area r� Existing Basin = Existing Ponding Extents Proposed Ponding Proposed 2-YR Ponding - 1D Exx „ , , 0 2,250 Existing Storm Sewer *` Existing Lift Station Q Proposed Basin Depth() } n 5! ROW tl Feet Lockwood, Andrews --0.—` 48 �> 48" DD6 Channel No- Proposed Storm Sewer 0.25- 0.50 .25 0- 1.0 B EAU MCA N T � Lan& NewnBm, Inc. Non-DD6 Channel 1.00 - 2.00 T E H A S 1 A LEO A DALY CDMPANY = > 2.00 Master Drainage Plan 0 _. al ■ A,■ ■—P'RAIRIE ST ■ ■ T •"�`'"Y' to . ■ ■ � ROCKWELL ST S, ■ Y ■ . f' .00R i � � L N w ~ As~j� * ■ +� Z 1 � ' ❑ Y m ( Cl)Y,n .- N F- O r s,._... r F- = EUCLID ST ■ ■G c� ■ 1 5 �■ ■ ■L--w�•' fir+ N DOROTHY AVE Cn } m ■ ropy Q N o o in = O Z y ■�• EUCLID ST V ■ ��Q- C4' : m w O .O oo ■ ���; its t� _ ELINOR ST i_ r m Z Q'C `Z' ❑ N ►---■ ■ FQ" ■ SO.U�T,H,ERLAND;ST w z O .Z u~i ► a ELGIEST� ■ PARISH ST -. r , �= WAVERLY ST ' F- N cn ■ }} ELGIE ST Q N ■ ■ N ❑ zO ci P.OTTS ST. j/ . P • Q �� i `�_: ... Ill U Q , WESTMORELAND ST w � z CHURCH ST ■ ■ ■ b ■ ■■ ■ Q (9 z O HEGELE ST AN IE•ST o O o°P yam= PIERRE}DR■ 1 cc� , ` ■ V. -a PIPKIN ST T Z = 44 0BARBARA LYNN OLLIE ST v'o ❑ ST JAMES BLVD ' / r Z > SIM,PSON•DR N r '' _r F: 'A a BUTLIN STD w ` GLENVVOOD AVE w E WIN ST { r,x > ■ �, ` GLENWOOD AVE ■ w rfn � �' z BROOK w MAY ST ❑ in =EDMO,NDSAVE m V w w , = H.EBERT ST a x EDMONDS AVE r�ja� L, N SA W CAR'UINAL w ? w NORA ST vtL�ON W CARDINAL N�ORA ST w a ' rr cn t U O LELA ST W p S�WrCZR NAL CHARITY LELA ST Q ■ • t Z 2 I— w S a {■ ■ ■..- y IQ a ■■ ■ O *c = ^ l ,� ■ z = " SARAH ST r 4LUCILLE ST z G y,Q ; t , ■ ► ► ■ ■ 0 4 BO©KE'R ST j Q n� �..` QO ..: .. ♦ O ■. ■ - A N cn r ■. RE-NAYS,- c� "- A < } jR•. !G� !• _.. _ $ ■ �/ Q re , +■tit* Q■ F r.. hJj 'C f 4 $� n ■ y NC 0 N �W w N z iry 1► > ►- . w l` 1 mom; r �IIlI - �Qe� , ,. ry► ems.. .� . ■ POSEYtST O4� ■ n'. ❑ a .. t > s, 1m-ay a -z Cn U a O W ,VIRGINI'A ST cn I _ Z Z ^Lu zBO.U,RB:ON STCn vrf { W C BAR/�9TF cNn Cn w O_.�,.�.BASIN-ST.Q ► , W CAR')"NALL� r r ) F r N m o . OR �t 1 a 1 s_ v RAMP_ARX�ST44-4 y . 4�4 o �_ .'�.: .... ❑ '� Q rt s w.. _ ter•- ...�. .�»-.; HIGHLAND DR W w W O .. ti �• i� �� '=- .; cn O ca 107 C' ...-1 o6-B 44 rti Location Map Legend a eA�. _ �$�untant Exhibit 35 Gs:ar ® Project Area Existing Basin Existing Ponding Extents Proposed Ponding r i 0 2,250 Depth (ft) Proposed 5-YR Ponding - 1D L Exxon_ , , Existing Storm Sewer Existing Lift Station Proposed Basin Feet 0.25 - 0.50 MOW tl No- . < 48" DD6 Channel ► Proposed Storm Sewer 0.50 - 1.00 B EAU MO N T Lockwood, Andrews T E X A S �I La� & Newnam, Inc. Non-DD6 Channel ;.0 002.00 Master Drainage Plan :U A LEO A DALY CDMPANY g P'RfA1RIE.ST 4 ■ *:%;k_ i9 �,� r. •■ i- .--;—+- .. t.1{ 9f.t `r�.._. �•• tROCKWELL ST sA G :110.'R'.Y.,y S ■ , Z s N �► ~ N D v' K O ST ' y s' �,.-. k -�• • ■ ■ + N DOROTHY AVE r�, EUCLID m ^� Q rn i= EUCLID ST �t O a d.i r ■ ELINOR ST ��44 T ■ ■ ■ ST m z w NO v rr ■ ■ ■ N • a r ■ �P, ■ ■ ■ ■ , ■►�■ r SOUTHERLAND > XX\�0 �� . OOP m pgRISH ST ; ■ i , �_ WAVERLY ST F- N ■� ELGIE ST ELGIE ST . cn A, vt N z POTTS ST ` w g t �Q .H., ■ U J J z � 7 WESTMORELAND ST CHURCH ST _ Q o r■ ■ ■ 4 ■ �. r ■ *■ * r z N HEGELE ST ANNIE•SE PIERRE}DRF < PIPKIN�Si-TI.. o P co = r ■ N 0 z i BARBARrP, _LYNN OLLIE ST o SIMPSON,QR ST JAMES BLVD t "■ ■ w 7 r �. F,-, 'A BUTLIN ST- m GLEWVOOD AVE N 4 N N O E ,WIN ST y W _ a 0 GLENWOOD AVER ■ . r a Z BROCKMAN ST . w — w MAY ST ¢ . -", -., 3 ■ EDMO,NDS AVE mul K MONDS AVE t -' LO x H.EBEFRT ST ED W CARDINAL 7z. .w ►r ► �! z RA ST �9,p ■ N o ..NO�� P`IrPCP:S� W CARDINAL YO'y9 t F rNORA ST �• v LELA ST = ►� v) w o z , 0 .g W CARDINAL pR O,Q _� .' Q ¢ -- -. . CHARIT �x LELA ST a z � Q a t O -�,.. r: z LL • C+ �; = 4. t z x a SARAN STt* LUCILLE STD•• z q 'f:u ` • ■TA � BOOKER ST 0 ,; ` - ti 9� . - p ■ p ■' v in v� , ■ ,RENAL ST F• v LL A O m _OSEYKST CO r p _ r f- N w — m 1 ! cn r OR a a E 3'A a a W �VIR'GIN A ST .■ ►...r ,*.-. t= z ^T LLJ pw—CNBOU,RBON ST �. 5 Q N y 'r SP /AR�V9 N O BASIN-STsJ � , � W CARD, DNALLpR J ' j T FJ r Z N�� m # RAMPART ST4—�• .�' r. j Q r 0 W HIGHLAND DR W W Q . o v IL �_� io 107-C `�^^ .-•-106-B. + Z 106iB.G0 - - •.^1 • ^ � 1 • � + `��' . � z , Tom. i[(/ . -f-afT''r' - f. Location Map Lend Exhibit 36 ,��U,_ �•. �;�geaumant _ ®Project Area 0 Existing Basin ,Existing Ponding Extents Proposed Ponding proposed 10-YR Ponding - 1� o z,zso Existing Storm Sewer � Existing Lift Station � De Proposed Basin p ( � Feet 0.25 - 0.50 moal tI t < 48 DD6 Channel Proposed Storm Sewer 0.50 - 1.00 B EAU MCA N T r Lockwood, Andrews �> 48" T E X A S La n & Newnam, Inc. Non-DD6 Channel 1.00 - 2.00 1 A LEO A DALY COMPANY = > 2.00 Master Drainage Plan PRIAIRIES;T' �.: �y *.. o • �• • • ~ ■ ■ * k ■ ■ 4 •; ~ ,_ r �: �e:.. cn ■ ■ F-ROCKWELL ST SA ■ .w y _ , ■ + m - r .v N� . f _ • N Z r � ■ ■ �■ ■ p r r G ► ■ m Y � x EUCLID ST AV r � � ■ i 5 ■ •�.F: ..■ ..- N DOROTHY E m AF-+ O_ y a p v~i r �p N _ Z g ` r■� EUCLID ST. Lo Q� ■ C V ui � ,�p 0 Q ■ ELINOR ST _ r m Z ■ w •O V T �■ .. ! ■ F' r' a ■ P',� A, i►� 1 aR�"� > ■ F ■ • ■ SOUTHERLAND ST *X �� O •.PARISH STD Q J WAVERLY ST r k u~i ■ '� ELGIE ST ELGIE ST Q G o Q .. A ry ■ ■ •_ • ■ N p zz f- POTTS ST �� �•' C� A ui WESTMORELAND ST CHURCH ti • e. ■ w ■ ■ p p z �� �T e Q. O . ■ ` . ■ ■ ■ O z O HEGELE ST ANNIE.ST. ■ - w PIERREkDR• I F< r r r ■ ■ ° r PIPKIN oo� co e = TAk WST- w p' ST JAM BLVD r "� ■ F- ■ ■ p i 4 BARBARA LYNN OLLIE ST t1'o ,�` SIMPSON QR N r ■ . i � r � IP6 BUTLIN ST E ,WIN ST co w GLENWOOD AVE W Q r cn Q s3 :x-. '(n f.• a r ■ , w V r�CffljzBRGLENWOOD AVEr ■ w w N r = EDMOi#'DS AVE W • ■ ■ ■ W w � _ HEB, R Sfi W. EDMONDS.AVE ■ Go N , r ■ S� W CARDINAL r N �'•.: Y �y � r F z ■ NORA ST ■ \SIX GP ST r • W CARDINAL 'L - F NORA ST w v a � r . _. 9� _ �• N F v 0 LELA ST ul ,CARDINAL pR O,Q a ■ o a 'c4�1~n CHARIWY = LELA ST. a CL z 2 u SARAH ST■l Y r.,LUCILLE ST z q'P.�/ +� ^°� ■ BOOKER ST r - Q n %,�;9q� L� K ,' � ^' _ ■ pRE-N, X S+ F, ri • v LL J A ` = o c ,tom` t� P-OSEYKST O � a ■ W VIR'GINI'A T W ,t oC r ■ N eBO.U.RB:O.N SST y W Ir4i F- to O srB jSIN ST J oo. - W C • TF N W J.. • Q ■ ' - > W CgRp�NgLLt } p OR ■ • ■ vim' z RAMPART�ST" W _.. -... - HIGHLAND DR W .. ,. N O ° — ..... . - S .r ■ � v 4 .. :. N .t ' - ,� � . ter- p� � - -- I • .-,r.* -. J ,1oic -1 os-B yr W Location Map Lend Exhibit 37 ,��U,_ �•. eaumant _ ®Project Area Existing Basin � Existing Ponding Extents Proposed Ponding proposed 25-YR Ponding - 1� o z,zso L a„o„ t_, , Existing Storm Sewer Existing Lift Station Proposed BasinDepth Feet 0.25 - 0.50 moal tI } ` 48 DD6 Channel Proposed Storm Sewer Lan0.50 - 1.00 B EAU M O N T Lockwood, Andrews �> 48" T E X A S & Newnsm lnC. Non-DD6 Channel 1.00 - 2.00 r > 2.00 Master Drainage Plan eO I A LECI ADALY CDIviPANY ■ --PRAIRIE ST + rr �` i 1 • - 'l 1io ,...ram• 1 ■ � , . � •. ■ 1 f a a cns - } NROCKWELL ST SA m (n A • A N N ► r N = -OVAEUCLID ST 5 �•ki ■ ■ + N # DOROTHY AVE in _ r Z uJ �� �, ■�� EUCLID ST - 00 O' ■ ■ ■ ■ ,u�■ ELINOR ST F • N • ■ �SOUTr m QZOvST ;H wO • r ■ t'- ���Itcl ►r WAVERLY ST ■ •■ r ES ELGIE ST E PARISH a 4■ p POTTS ST._ ■ ❑ w► ~ w g ► • w WESTMORELAND ST � N CHURCH ST .. ►O ■ ` ■ ■ 'v ■. ! ►■ A,0 z O HEGELE ST •. �. _ `� �� AN IE- - .' 44 PIERREIDRv �< ■ ` • ■ CL N�� PIP f oco 0 co cR O gARBARA LYNN OLLIE ST > SIMPSON•DRt� �*"- ST JAMES BLVD N ■ y { N N �Q BU I UIN ST E, WIN ST • • 1' jNGLENWOOD. AVE w v �� . y�' ■ = EtaY ■ r w zw BRO GLMY ¢ DAVEDMONCKMAN ST; {m r ■ w f EDMONDS AVE w LO ► HEBERST f... ■ W CARDINAL '• ■ N , ■ O N 49 - a ' :. F w ► NORA ST • wEL�Cp ST . ■ po ' I _ P ' ' N ■ �Pv W-CARDINAL29 NORA ST w N k' U L LELA ST N ► w 'g RDIN��4L pR ■ `�'P +I j� ■ Q ■ ❑ � ? t�N 10' `� ~ CHARIT = LELA STLWU a 2 cn ► N LL a ■ Y ■ .► r ■ ■ ■ ■ O y ��'�+ ■ ■ z = LL SARAH SW4' ■ k ■ ,LULALLE ST z VA ► 'S'p, /,y BOOKER ST F- F- i Li -n ihy p :p ■ cn RENA ST v A cn to y CO ■ a,' �Q ur _ m t t FPNN� i �POSEY�ST (n 4� N ■ pR r a a -, v ' 2 - ■ �� '4ti.'.:,+ +..• F- , a a W �VIF2GIN'1'A_�zT Lu - � Ji � ■ ■ ■ N ,BOtiURBON ST� rf ; W CARDS ■ R'��TFJ v~i J a :,B SI ST a ] w'C4RDIIVq�L1 sir, ■ ■ F=- !� �. N m c ] k—. p D.RaA. 1 4 ■ ■ v - Q ■ RAMP -A,, - y F lr i.�s _ , Q ❑ W t HIGHLAND DR W ISO_ w .- Q oo' Q' }.. _ o O _ - 7ka ! ! z W .. O :F!'..} { ' '+:• ► * ~ A µ 4 r' O • ` a �+ - 10_ _C �...r.+►.106-B •_ y 106=B m .i1 Location Map Legend Exhibit 38 GSa616A`. yq8ea11111Dnt _ ®Project Area Existing Basin Existing Ponding Extents Proposed Ponding 0 2,2so proposed 100-YR Ponding - 1D L e„o„ t_, , Existing Storm Sewer Existing Lift Station � Proposed Basin p Feet 0.25 - 0.50 moal tl No. < 48" DD6 Channel � Proposed Storm Sewer 0.50 - 1.00 B EAU MO N T Lockwood, Andrews T E H A S— �I La nA &Newham, Inc. Non-DD6 Channel ;.00002.00 Master Draina e Plan _O LEO A DALY COMPANY g $EDMONDS AVEF- N 1— N W •. NOLAN ST, z_ LO i~n z nQ ■ w N NORA GA{S'TW 14, y . NORA ST W ■ _ On. �c N N j- >Q LLL IRBY ST E IRBY ST i �n�F t"rd=_ ST_o zw❑- w W� U, >Q�,w O z O SSEXST_ O _a a -_T ASTON.ST CHARIwY = LELA ST a J Z Z Nv E .Jf = . Z CASTO,N S JO Q ■ N > V = zHOR ST_u-ST D v! Q V z _- Q DWEY ST z. +� W_ LUCILLE ST;r, r z w _ . a r' ? I 2 1 m EfW©.ODR© BOOKER T N y ' _J �J T. �VWOODROWAV'E — WAVE 'o J Q Q • 1a6-n F- N ' J , � 107-A QY-4ST ,. - OWN ■ 0 W ❑ Z _ PALM RSEST _- � F W �?_ ` DR ■ > > a L V z ■ W VIRGINIA ST E_ . a m O �, �'�E VIRGINIA ST F N ■ ■ r ■ • ~ t ■ + . L ■ ■ ,C-'gM!PUS-ST `� WN �n w ■ ■ i - .-- w w (PRIVATE) i - CLARK ST XOce BOURBON STl LEGION ST p Q ■ r ZAVALLA DR .: p _ _�.. _ Q (A N r ❑ UgUR _ ALABAMA AVE � ''■ ■ Rj A ■ O BO DST-. V9TFJ u~i W ► OJ --+SHELL ST BASIN STt ■ ■ �. ► ► ; = J N F- F GARLAND AVE v Q ■ ` RQMPAR.T ST SAXE ST O �r ■ HIGHL+AND DR tY F-: * ST r ❑ kk w HIGHLAND DR W N +. N - f wGILESSST ca - o V✓ w N _ Q - cn - -, ' . Y W ■ .. ■ E FLORIDA AVE ■ + ■ E FLORIDA AV . FLORIDA AVE , y N PARKWAY DR rr r. �pX F 2,r, cna . �o3 ,. yr0 I - ,c r� * wCARD/N 4 ELF ��Nj N� yFLC'O O� C t D w , W CARp�INqL R ► �0 .��P�. AMMIE ST w CO. y9C ~ W C R�� _w itn t �'?, ? 2� NAG DR E CARDINAL NP�O 104-c4 NU. CHAMBLESS DR' ° -- '�. 1p4c iC oOg.P �O Location Map Legend Exhibit 39 OBeaumont _ r � o 2,100 ®Project Area r'� Existing Basin 0-Proposed Storm Sewer Proposed Improvement - 1E e - Eioxp1 t-" Feet Existing Storm Sewer *` Existing Lift Station C Proposed Basin MOW }<48" BEAUMONT Lockwood, Andrews DD6 Channel TExas Lan & Newnem, Inc. > 48" Non-DD6 ChannelMaster Drainage Plan A LEO A DALY CDMPANY on dEDMONDS AVE ■ N ■ N w 1 F- ■ s N *JHEBERT ST • Q Y NOLAN ST p" r y ■ Q U W W N Z Q in CL w N NORA ST ■ O AVpC+pA'ST . �.. W N` p r N y� E_L-AVACA.ST� L > w ¢ s ■ m N w > z ~ E IRBY SyT ,NORA ST U O LELA ST ■■ O W (n > Q W IRBY ST E IRBY ST v�_ ¢ ■ p ( oo z ¢ z Q p w j Q CHARITY LELA ST a +¢ 4 w z O O q ¢ + CASTiO.N ST w s--■--� " Z z N �� ESSEX ST s z CASTO•N-ST w ¢ a F- ■■ r O a w F O J.. LL■ 4■ ■ ■+. N O w p =< O U z z ANCHOR ST y SARAH ST ■� ■ f w .LUCILLE ST z ¢ cz DEWEY�`ST ■ d ■ Y ui m EfW©'OD$�©W AVE +BOO OKER T N ¢ z Q n INrVVOODROVII AVE s� ¢ z ■ • a6-n �N ¢ -� y < w J N4 uri ►- z G PALM ST _ N,,o -n ._ P-O'SE-Y-ST COIN ► p ►W- w `� w o m cn ■ OR > > a a a V Z W VIRGINIA ST 0W m O �. t E VIRGINIA ST F 11 rr a a i v� u~i w !! SSS ■ ■ t �.� `..�� � �... ■ CAMPUS}ST4 ■ � W 'pO i, w w (PRIV■ATE) ■ LE'G1"ON SiT CLARK ST .- - ALN BOURBON ST"AVALLp•. _, I Q (A N p + 1 AUBURN ■ ALABAMA AVE 4TFJ u> w BASIN STF ■ ■ r ■ ■ SHELL ST s s GARLA U AVE ' z ¢ RAMPART ST' 3 # 1 � ■A SAXEIST,■ .. HIGHLAND DR p �. 't HIGHLAND DR W N cun)*:IOWA ST ui 94�2 s F- Z GILES'ST ■ ■ m in JOSEPH ST _J �f. .- — #' ■ Y w E FLO.RIDA.AVE■ r �Ei �ORIDA AVE FLORIDA AVE pr � y N♦PANIAY DROv VV ROINq� IPA� CARD�IAIq�OR ■ �0 �IJPJ. AMMIE ST w CO `3 y9C W Cq q �N G�p�� ` R GPO Ile-6 �, W ,�'��i d� t M1 2� RD q� OR .� E CARD�NA O X BUN ST ,: ��J E r Oar * • r o4-c . 4SU�PNUR O } 4 R �o4-G y CHAMBLESS DR iC y Location Map Leggy Exhibit 40 �s:ar6 A•' Bea um Qnt _ ®Project Area � Existing Basin Existing Ponding Extents Proposed Ponding 0 2,100 proposed 2-YR Ponding - 1E a„O„ t_, , Existing Storm Sewer Existing Lift Station Proposed Basin p Feet 0.25 - 0.50 MOW ► ` 48 ► Proposed Storm Sewer ,I Lockwood, Andrews No.> 48" DD6 Channel p 0.50 - 1.00 B EAU M�3 N T & Newnam Inc. Non-DD6 Channel 1.00 - 2.00 r La n A LEO A DALY CDMPANY > 2.00 Master Drainage Plan 6O PPF N 4EDMONDS AVE ■ N N m r F'' k �:` N '� F- ■ ■ HEBE{2T ST' w. • ❑ ► ¢ r ■ NOLAN ST a ;. ■ N J 1 LLIU tY Z ■ ► z NO ST ► ¢i ■ ■ ■ ■ ■ a w CA ST W E-LAVACA.ST�T . --1W N 0 ■ ■ M N J� LAVA F- Q W ■ Q . N�ORA ST w ► Q O m m N N W Lu z ■ �� E IRBY ST y U O = LELA ST ■ p w > ¢ W w W IRBY ST E IRBY ST t"� w Q yti. L ❑ m z Q z p CHARITY p > W = LELA STt a _ ■ _• J Z Z O w ■ ESSEX ST O = Z CASTO•N-ST ` -J Vl)'EDWEYY��' STON ST u ■-�-4-. N ■ o W p Q u' 2 LL U z Z ANCHOR ST y SARAH ST ►{ ■ w LUCILLE ST z Q U w Q 3 ST *BOOKER T W Q z Q n i ■ ■ ■ ��I/UVOODROVII AV'E ► ► EfWOOD, WAVE �'--F.• 3. ■ _ ❑ Z ■ ■ ■ • ► r ■■ ► of • ■ A, jy ¢ ¢► f tah-n Z ' -J y D _ . 'j" ■ JO ? W N G PALM ST v P-OSE-Y�ST w w W Z " ro 107-A : N NOR ■ O > > Q Q Q v 2 .i: W VIRGINIA ST ii m O■ E VIRGINIA ST F u~i w ■ t► ■ ■ ■ ■ CAMPUS}ST. CLARKSTtax_._ H. N ,�}r x W w (PRN�ATE)� F- a ■ LEGION ST 3` ■ N BOURBON ST'LLAce ❑ Q� I Q (A U) F '"BUR Q '• ALABAMA.AVE '� BOYD ST s R/�gTFJ Ln w BASIN ST* ■ ■ ■ �� Y._:. SHELL ST I P r cn GARLA UAVE� a z ¢ RAMPART ST - SAXEAST •`' 9 ,�' e • F- ■ HIGHLAND DR IOWA ST �(... ❑ _ -� W HIGHLAND DR W cn N t•^,. F Q ' >IMP"WWIW '' > " ON pW "� •`- ' a ,�9LF GILT. ;Wm'G o i ! f Ca in W inZ 2_ N r �T -�.= w Q r�J'©S'EPkI U - l' ■ w ERELO.RI©A AV'E _�'• * rj,� E FLQ,RIDA4AVE '. FLORIDA AVE DR yy�� N: PAAY 71 .1p W CAR 6 ELF�PV# ; `' CRDON, � -l�' �O i + a WC AR , A DR * (� ti9 ~ W C NAB ,�,P� AMMIEST . �1 3 C2 ARD .� G ALOR'EG pcR a^o6 w t0 •�s`�`` A� DR� E CARDIN �N BUN ST OR VIA CHAMBLESS DR y '`: `, - F 6�� � ��► � js,,�,~ Ott 9 411 • - > G Do- J• Location Map Legend Exhibit 41 es:6v6A- wBeaumQnt _ ®Project Area r� Existing Basin Existing Ponding Extents DDe Pposed Ponding Proposed 5-YR Ponding - 1E o z,ioo a„o„ t_, , Existing Storm Sewer Existing Lift Station Proposed Basin p Feet 0.25 - 0.50 moal � < 48 DD6 Channel ► Proposed Storm Sewer B EAU M O N T I Lockwood, Andrews y-- > 48" - 0.50 - 1.0o T E X A S La� & Newnam, Inc. Non-DD6 Channel 1.000- 2.00 Master Drainage Plan eO A LEO A DALY COMPANY , g cokDMONDS AVEcn cn I- ' h: t._ N ►- ■ HEBEI2T ■ z ■ v Z v NO iAN ST A w_� Lu V- NORA ST C+{p ST W E LAVACA.ST- t►► cn z ► 40 z N LAVA > ,] 1r Q ■ don': r �N�ORA ST W 1 Q JF = r ■ m m N cn W > z �~ E IRBY ST U O LELA ST ■■ p W N > Q * o W W IRBY ST E IRBY ST ui fz.■ Q m i z w z T 0 Q +•� CASTON ST P CHARITY LELA ST a ■ __� .-•� O ESSEX S W s ► ■ ■ ■ ■ Z z Cn `_ CASTO•N-ST J 4 LL - a0 Q 4 r r ■ ■ • ■ U) ■ O > OV = W z z ANCHOR ST _ U ►� ► ■ _ ■ SARAH ST ►{ f W_ LUCILLE ST Z a W ¢� t� 4; N-DEWEYST ■ ■ ■■ y.BTpOKER ST r a "- ■ a11VVVOODROW AVE m ■ E�W©O�DR©W AVE m cn ■ ■ Z■ •� O ■ $t ■"` , iPQSEYcST ► O cn w Z PALMST o-A W o cn 1 O<�OR O > > w Qa W V L) z W VIRGINIA ST w . 0- m O 1�. , i fi• E, VIRGINIA N w l Rr r"�'�`` ■� ` ~ CAMPUS}ST' • ��■■■• ■•41 cn -� W,npz z VATS) F ■ ■ LEGION ST CLARK STFW- W z (PRI N BOURBON STD ►' G ' ce N-. N ■ • ■ ZAVALLA DR ■ G = , =O AVBV► O ■ ■ BOYD ST ■ ALABAMA AVE 4 ■ qT�c cn BASIN STt ■ ■ �., ■ ■ ■ � W - { � ■ ■ SHELL ST '�" l e cn ` 1 GARLA'., U AVE 4 ■ + 4 ST i.._■..:.R•QMPAR, ■ T SAXE SST ■ 11 HIGHLAND DR ,k ■ U ■ o i w HIGHLAND DR W �► C �. N_ :L' p Ipr ST � -_ - Y ■ �. F- W N ui O * t i ► Q Q: W ui z }�.,. • r, 9G� (OD GILES'ST'i" m 2j, Lu r z a ► y� - G�9 W m rJOS'EPH`ST "'U oft • L Y W RIDA_AVE E FLO''RI©A AV'E E FLORIDA AVE FLO N• PARKtWAY DR RX .107-c . _106-B: or C2F OAR cnG2 � - �N %' ` W 4 D�q� DR jay t Ii q D Nq� :O - k m . ' ' /rr� SNP "ANNIE ST W ., y9G2� , w CgRp� DRG�PC INAL pFL . GPPOOFt f.' • 9 .p E -� BUN ST 4 ��.,; '°+ �� Qp�JP� ♦E G x R',ok CHAMBLESS DR " :r�. R • p4 �C r' `lam 0 Location Map Legend Exhibit 42 GI:ar6 A•' wB,ea um Qnt _ ®Project Area Existing Basin Existing Ponding Extents Proposed Ponding 0 2,100 proposed 10-YR Ponding - 1E L a„o„ i_, , Existing Storm Sewer Existing Lift Station � Proposed Basin p Feet 0.25 - 0.50 " Moal �I < 48 — DD6 Channel Proposed Storm Sewer , Lockwood, Andrews � > 4s" 0.50 - 1.00 B EAU MO N T � La� &Newnam,Inc. Non-DD6 Channel ;.00002.00 Master Drainage Plan eO A LEO A DALY COMPANY � g IEDMONDS AVE ■ L _ •- E ■ HEBERT STAwl ■ ■ V -j;, Z -i Y NOLAN ST �: r i to `mot . KO Q*■ ■ ■ ■ a - r o NORA ST gV� ANA A'FSJ ? wQ • E.LAVACA.ST ■ ■ ...-ncit ■ r. yI ORA ST Lu r _ ■ ■ m q m N v¢i w w Z j `�' E IRBY ST r y LELA ST ■ -fir' ! 0 w E -IRBY ST i1(n a Y m z Q w Q Gr: _ > IRBY ST Z ■ ■_ CHARITY ■ ■ z r Q ¢� LELA ST ¢a' g, ■ z z N p ESSEX�ST z CASTON ST Q a M ■ o. ■ ■ ■ ■ ■ ■ I ■ ■ ■ • ■"{ w O Q =: v z O CASTON-ST -_ ■ y ■ r o = LL 4 ■ �► • N > v = uw w z ANCHOR' ST. _ S SARAH ST ►■ O ¢ fU Y ¢ S. N LDEWEY i T ' w LUCILLE ST z _ e NA ■A,. • .O�K-+E.R ST r r Q Z a -n ' ' 4VV V1100DROW AVE -m - �p !�,'.` _ E�V,V.©O�pR©W AVE -r ' ■ B o a RENAASTi F! ■■ r■"""{`tU z ' 7�-� U N � N U) w w w N iz Z _PALM ST for-n POSEY-cST O�� O p m F- F- w > N DR r 0 > > w a i U r d z * W VIRGINIA ST \ m O ; --�—� ErVIRGINIA ST r a a w N ■ �.. ■ ■ q�` • y (. . ■ ■ F .icy J r ■ �. r ■ r ■ D�gfMp�,�ST+'�'#�� w ' w w (PRIV�'ATEI■ ► a-yvc:r ■ ♦ w , LE'GN"ST ► CLARK ST O OC ■ BOURBON ST r N ? uBURN i ZAVALLA DR • ;pQ A R/ ALABAMA AVE 2 `� y O A ■ O ■ BOYD ST ► ■ r � , qTF U) w r_ �_._.,BASIN,,ST ■ ■ �. r ■ ■ ■ SHELL ST 10 ► _ _J ur"i = GARLANDAVEMim ''^T� - o Q RQMPARtT ST E�PrW v > * . ■ SST HIGHLAND DR Al ' p,` ■ w HIGHLAND DR W F- �- ,IOWA ST [ cn �n f- z k * ;p w �' O ,f•' 4 •c ■ 9L ^' r ¢ 2 ¢• GILES-ST A, X N F Q ■ ' 9 W . m T JOSEPW ST v ' ■ Y w E _ 11 . - � _•,_� ■. � ti E FLORIDA-AVE E FLORIDA AV x _ �z FLORIDiA AVE ' N PARKWAX13DR t �y;.. F- ■ yam. _ . 7 �•. • f ;; 'I �. GAP �� 2� N,o � ° �_ �y i:"' �' `r * WCgRDINq G� 01h 40P .per■ '-.. :.. : ,�.� . y�r.. �Nt •�� "�� /:' :`c2���g/RDINqR ■ +► ■► ■O�DNq�V~ OGAP AMMIESTw D D►. AR 9Et C A BUN ST IN AL OR E;G�N pNRcP. i ■ ■ ■ � R ._ ,�. 104-C HVR • 4G CHAMBLESS DR 1pC L om �� 00,P 1 _ Location Map Avent Legend Exhibit 43 GI:ar6� geumo _ o z,soo ®Project Area Existing Basin Existing Ponding Extents Proposed Ponding Proposed 25-YR Ponding - 1E L e„o„ t_, , Existing Storm Sewer Existing Lift Station � Proposed BasinDepthf) Feet 0.25 - 0.50 MOW is } < 48 — DD6 Channel � Proposed Storm Sewer 0.50 - 1.00 B EAU MO N T Lockwood, Andrews �> 48 T E X A 5- La n & Newnam, Inc. - Non-DD6 Channel 1.00 - 2.00 0 A LEO A DALY COMPANY � > 2.00 Master Drainage Plan N ►EDMONDS AVE ■ rn m - F- �'Mi•= i.+e• „• fn + Fc' r 4 N E- P. HEBERT ST ■ Q j NOO LAN ST Cv * r N ,~r, Z o ■ ►i N��Z��� ���ONS� Q ■ '► a ■..y f' I. a ■ .i w F- NO ST 60 C+p ST w - E LAVAtui St'1T r I -= ■ •r1 LAVA F > ■ a.�.. ... i _ ► - _ NORA ST U 1 O ■ m Cn Q s z w_ F= E IRBY ST; ■ m N C i j R w w a w IRBY ST - E IRBY ST u� y f = LELA ST +� O Q r ► m z Q w Q Q 2 Q Q� CHARITY LELA.ST Qa' ► ► ■ t ~ ASTON ST Q _ ■ z z N �O. E�SSEyX ST O z z0 pCASTON S. �` - ■ a o ■ ■ ■ r ■■ ■ ■ J W O a v z m j ■ Cf)= w w z ANCHOR ST Cn ► ► _ " - - SARAH SST ■� �'' ' ti ■ w LUCILLE ST r y z_ Q c� Y 4.0EWEY SST y ■ E r ■ ■ ■ ►■ r m �-4vi._ r ■ G1 EaWOO�DRO{W AVE BOOKER ST F Q �I II �- �W WOODROW AVE ■ J r r C9 ■ .4 ■ ■ p N ■ RENA4STr F4 ■* ■ Q■ ■; A ■ ■ ► s rim - �' ■ _■.;. z os-a PALM ST _ POSEYiST r COIN ■ 0 w w N N ``uJ ►t• Z ■ ■ ■ ■ WPA ■ z ■ ■ ■ W VIRGINIA ST4 - m O 1]rr i-�E*VIRGINIA ST T F 'yam V�� ■ F ■ J ti "Cn w ■ ■ � . ■ ■ ■Cn ' ■ ■ # } ■ ■ ■ ■ CAIVIPU+StST►^� ■ ? CLARK ST Cn W W W (PRIViXTE)■ ' ' - q ■ ► LEGION ST ■ O ■ ■ OC ■ N B.OURBON ST, V . - ZAVALLA DR ■ Q = ■ �4 N ►— I AVBU� O ■ BOYD ST r ■ ALABAMAfVE ■ ■r Y �.. �qT v~i m OJ BASINS ■ �� ■ " ■ r, F w ^ f r ► ■ SHELL ST i ■R� +fa �` � �� {�,� .•!11 :y GArRLANU AVE o RAMPARtT.ST Q _ _ SA`XEST - _ �:.>-�. �. HIGHLAND DR r .■ ■ w ► - HIGHLAND DR W #' ofa. : . z , I,OWvv ST r N� ■ yam. F N N o w ; ► {: �L r = Q GILES ST ■_ ► LLI G � lil• N � � �Q ■t y g Z Q W V JOSEPH ST ► �� v �� ■ Y Lu �� E -� ■ ,p ■; w ' =F FLORIDA AVE ... t E FLORIDA-AVEi A ■ FLORID - AN PARKWAY NNi o5-c ,os-e kr.a _ to OF' y� N.. O�r1G 9 A� 9� O-N 0 ■ �� �• �L' l7r Cq N� e * W Cq U/NAC D 1PVV —VA VA :R AMMI'E ST L G FL G ' +' :' •: � ' , r�:�oC - �?, �' 2 UINq� • A pINAI E �O OR JL r- CAR `NP k BUNS n ` ..7!k OIL i `6'' '.., 3,- \ ■ ■ pyUR CHAMBLESS DR y r. ,; - ,Oar — — o ; =�,�° •�� Location Map Legend Exhibit 44 a Gs:616Av• gaumont r ` , ®Project Area Existing Basin Existing Ponding Extents Propsfd Ponding proposed 100-YR Ponding - 1E e„o„ t_, , 0 2,100 Existing Storm Sewer Existing Lift Station Proposed Basin Depth L MOW is Feet Lockwood, Andrews + < 48 > 48" DD6 Channel � Proposed Storm Sewer 0.25 - 0.50 0.50 - 1.00 B EAU MO N T La n & Newnam Inc. Non-DD6 Channel 1.00 - 2.00 T E X A S- �0 , A LEO DALY COMPANY f > 2.00 Master Drainage Plan .4 ■ Lu w Lu IRBY ST ► I.- z w Nz 1O �ESSEX ST Q Q CASTON ST W O ZLu w zF ■ • p ANCHO SIQ _.. z=00z + ,aN r D'EWEY STD O U Q =J U ■ r ■ ` m 3 - �; ■ E W,OODROW AVE O • W—WOODROW AVE 4 ■ uj r 2 L� y r * z PALM ST 'ij C S 2 ■ l .j4.. -,4 v � ' . � E�VIRGINIA ST VN7LVIRGINIA ST 2 • :.� ■ ow r ■ r EkVIRGINIA STA • y -wry ►`C` Z N ` '' COLORADO AVEt►� C� MP-MP-ST ? _ CLARK ST � � ■ ■ �Gj� • LEGION ST V N a "'' y N X = AVE �ALABAMA AVE.��, ■ PA�VALLA DR - ALABAMA A q� ^� o 6 BOYD ST ALrABAMA AVE Q n ■G' N ,�r Li GIA AVE . a 1�DR ■..... SHELL STGEO ■�� ■ ■ ■. Q-r�-f W O % z � GARLAND AVE O a Q � � r. z 1 1 O • - SA�XEST HIIGH ,pW F- HIGHLAND DR .. U ■ IOWA ST F- O N cj( N V U ORE GON AVE U) Q ~ w �.; T m z W y �. d 4 W W N O J N > • • W 2 O _ �GILES ST ." _ ' m VERMONT ST m w z ■ Z. Q. JOSEPH ST �j� V �_ ..a;� I e - JIM GILL_LGAN-WAY Y m ■ jT . ) #14 1E #E ` ►� 4 ` ' 9L�2 w ]I,.1. EWFLORIDA YVE' ` FLO1 E RIDA`-AVE �' � G f W ■ 4 X, FLORIDA AVE i _ 7 �0 +f N PARKWAY UR • P T ` IN A: '■�CARDINAL DR MCA a GAP >` ��=• ,'� S - E�CARDINAL J�' Y, • : ; , . . _ � ■ CARDINAL DINAL DR., j�Oy.. E CAR W w CqR A� &'R (� x � /A 90 W CAR �NA� GAP 9� 4, G�• 2�� � bq� D R R pQ P f R+ D O'!s ■s 7t 'AO JPg01 r y S�`"P�v � Ii,i s ik _ V. �.! 631) 6 Location Map Legend Exhibit 45 GI:616 A.. wgeaum ont _ ®Project Area Existing Basin No, Proposed Storm Sewer 0 1,750 Proposed Improvement - 1F Feet Existing Storm Sewer *` Existing Lift Station C Proposed Basin t� MOW }<48" BEAUMONT �I Lockwood, Andrews DD6 Channel Texas Lan & Newnam, Inc. > 48" Non-DD6 Channel Master Drainage Plan OA LEO .4 DALY COMPANY ■ W IRBY ST ■ A F Z Lu W i Cn fift N z ►O ■ESSEX ST Q Q CASTON.ST■ rw Q CASTON ST r n \ ' ,t h' ■. ! W o U z W z W > �„ N W W z O 00 J ■ ,�c:,: s . .. C9 z 0 ANCHOR ST �frt. • Z ? ::.r z . - _ w _n.. -- z0 Z ■ O Y Q ' , Q tn DEWEY ST U a' _ ■ ■ ■ ■ r E W�OODROW AVE + s" O ■ V11'WOODROW AVE W� A • : < ■ A O y 0 0 _ ...- .. •-• G z _ �2G ■ ■ • • ? PALM ST = R F x x 9 ■ o y E}GI'RGINIA ST N ■C Vw VLa r. ��- ■ E�VIR'G1NIA STr N ■ ,. Cn COLORADO AVE .Q vi CAMPUS Sy �. ►■�� ■ CLARK ST J ■ ■ LEGION ST N 0 • 7ALABAMA AVE ■ Q '/ ■ �ZAVALL11 A OR N o x ALAI:AMA AVE �� n �• qG r '. ■ '� r, L-A e ABAMA AVE 0 F- G BOYD ST -4 ■ v q N � ►�. 0 GEORGIA AVE � 2� . '<'I'+DR �► ■ SHELL ST ■ ■ ■ ■ a W N �'� O� R w x a z GARLAND. AVE ■ SAXES *�- HIGHLAND DR. N x HIGHLAND DR W r ■ IOWA ST D-■-T � ` b j r � U S� CIO u OREGON AVE 0 sal Q W S r N Z 0 • LL - LJ C0 . r1 Q W rd t W N J ,- N _ wGILES ST r ■ m N ¢ VERMONT ST x ' n W Q Ak JOSEPH ST ■ �T U I +e i Y ■ JIM GILL_IGAN WAY a ` IM =� r J 9G� W lie_ T! * EWFLORiID'A `VET _ E F ORIDq� AVE - ' ,� 4. r� 2G ,' ■ R • ■ J� sy! 9 FLORIDA AVE f r N PARKWAY y Q a9,P �c r� �QCG� ��2�GR Ok 1P� -s OpR a • ZkP A �� -VGF yO� o�1EAC:ARDINAL DR 4 o �. , � V O 2 2 F p�- Nay 4..fA�P a ►r .:.'ter !' ■ ■. �`.. EECARDRDINAL DR INALI Jam. i E CA pp 6 9GF J,j S� P �Oy f .■ r; Jk,P� VV C r I ► �, ARD//vA� 7►��� OEL • wCARD/NS yR A y CAR AL w I,y CAR N D/ a cyF D/ A� D R : a '* i D e 44 0 y Qom' �O r- ■Ig IIL�� mot.• 5 • ,�� .'1 Boa c � �� d �� � •�w. � �. ,.y 't. '�`'• , Aw Location Map Legend Exhibit 46 0 1,750Depth ®Project Area r� Existing Basin Existing Ponding Extents PPrroposed Ponding Proposed 2-YR Ponding - 1F L„o„ t_, , Existing Storm Sewer *` Existing Lift Station Q Proposed Basin Feet 0.25 - 0.50 W U0121 tI - < 48„ DD6 Channel ■ Proposed Storm Sewer 0.50 - 1.00 B EAU MO N T Lockwood, Andrews -TEXAS Lan & Newnam Inc. Non-DD6 Channel 1.00 - 2.00 r A LEO A DALY COMPANY> 2.00 Master Drainage Plan eO - 1 IY ■ w IRBY STin ► # ■ t+ = ' �' > z CASTON ST t ., N z ti0 iESSEX ST Q � Q � CASTON.ST■ rW Q ► f., } .� _�� W W z m >_ .-4 .y Lu -- ■ w Z ANCHOR ST z = (D z r DEWEY S-T 0 V O Y Q Q cn U � ■ ca - . ■ �. {-.-....•■ O E 1NOODROW AVE ram`^ O ►: w'1 WOODROW AVE ■ ■ uJ r _ �- — '► ■ - `1 ■ zap. s z PALM ST J 'ems `,tF •_. ta ,• �k9g N O t E#VI'RG IN ST T ■ _ ■ t ■ 11VLVIRGINIA ST w a ■ ■ ENIRGINIA"ST "Wf- N ~ ■ ,. r6 COLORADO AVE w- Y CAMF�U�S- ST � ►■�■�--E--- 1'.� l� t - � �'�-.�_ w �',.�',: ' �`- U ♦ CLARK ST F� �r ■ T �G� I LEGION ST v inQ • L � � `■ALABAMA AVE ■ ._ter- ■ZAVALLA DR N 0 _ s ALABAMA AVE ■ �� + ■ ■ tiC �a 9G6 • ■ BOYD ST ALMA AVE ABa n■ • ■ ST n , GEORGIA AVE Q w N O • '1'-CDR ■ ; ■. SHELL ! a ■ ■ GARLAND AVE = z - Q s SAXE S 4 z l{ O ■ HIGHLAND DRU ',`■` N = r N ■ ST HIGHLAND DR W ' IOWA -�-Z S� + _ ■F- ■ Y v~i N ■ N U v OREGON AVE In •mil Q F W r N LL� 2 Uj 1 a Q w W w ■ ■ cn w �■ # _ wGILES ST ■ Lu m N VERM IJT-,S&T t z N > 1 Q _ ■ rJ w P. rr ■ ■ Q JOSEPH ST �Im-Y . JIM GILL_LGAN WAY. Y m _� r EWFLORIDtiA,VE _ E F ORIDA`-AVE 9 FLORIDA AVE � ■ y GG •f N PARKWA� V. Q, ip w �cP� 9LF y0� oa ►+ElC:pRDINAL DR�2cA 4 SQP� E�CAR p1NAL L DR PJ�■ r 69 F� y� 1� Off. r S CAR E CARDINA .Z VV ' w C DINq� DR ►��� 0� y90 W g At CR A�Ngc oar G� r; ► M G9T J�'• O a �' �•v- IP6�v V. ■ e M' • IN IV - G ?R K i •. � �s "-�At Location Map Legend Exhibit 47 eladVe Avg umont f, 0 1,750Depth ®Project Area r� Existing Basin Existing Ponding Extents PPrroposed Ponding Proposed 5-YR Ponding - 1F r � L„o„ t_, , Existing Storm Sewer Existing Lift Station Proposed Basin Wk"Feet 0.25 - 0.50 " MOW tI - < 48„ DD6 Channel ► Proposed Storm Sewer 0.50 - 1.00 B EAU MO N T Lockwood, Andrews T E X A S Lan & Newnam, Inc. Non-DD6 Channel > 20 - 2.00 I A LEO A DALY COMPANY � > 2.00 Master Drainage Plan r W IRBY ST F ■ ■ ■ W rn �.■AL a a > a ► a ~ ■ _ N Z NO �ESSEX ST Q Q - CASTON.ST■ r� Q CASTON ST ■ w m z a w 0 w Z ANCHOR ST z r. "': _r.�._ O c= O Y Q Q to DEWEY ST s m O E WQODROW AVE ^ O 0-WOODROW AVE ■ ■ j ■ ■ - ` •` �2 Q � y• * Q 9 0 r - - _- G Z p Et �2 ■ Z PALM ST rn • llhI74- El VIRGINIA ST al► VN7LVIRGINIA ST _ ■ a r r E'VIRGINIA STi ; 4" S� .t Q N:rRln COLORADO AVELu �Z CAMPUSES CLARK ST F� ��- - ~ G Ce LEGION ST v mj X Q t ALABAMA AVE ■ ■ZAVALLA DR N OQ = ■ ALABAMA AVE ■ ALABAMA AVE in BOYD ST ■ ~ ■O'A ,ram _ _ �� G ■ N_ O GEORGIA AVE DR ■ . ■ -- SHELL ST y ■�i�. _ ■ .� 1 ■... Q w N v . r ■ ■ a • R t GARLAND AVE z E ST HIGHLAND DR _ Z� T-F ' ■ SAX . ST rn = HIGHLAND DR W r ■ IOWA ' ■ ► • `^z U Y. (n ,� ■ ■'In U It ■ w OREGON AVE m ■J -� aQ W W W ■ � U) 0 ■ N �co i �■ wul GILES ST m YE 4r VERMONT ST W z ■ �J _ 71 W a JOSEPH ST ■ �r L . r m �_� � ./JIM GILL_LGA_N WAX■ .r ■ 7 E�FLORLD'A AVE-0 1 T ■ ■ i ! E FLORIDA AVElot— # ■ 1. 6, ■ FLORIDA AVE ■ ¢' J� �9 ■ 9 �■ N PARKWA� V. �c �[ STf► G'2� ;. GAG ■ d,G %�� � �, � J� G�y� �tp,\ 9GA0 Q� ■ • DINAL 4 '1' G01� 2�� 2�� �I% SQP� E�CARDINP. L i CDR P, Ali! y 'VP r QFt E CARDINA E CARDINAL ' G1 4. CA CgRDNs w R yt<` D/ q'� Ilk �; �.. +r��• v r ; X 92 .' Location Map Legend Exhibit 48 Beaumont _ ®Project Area Existing Basin Existing Ponding Extents Proposed Ponding 0 1,7so proposed 10-YR Ponding - 1F L E„o„ t_, , Existing Storm Sewer Existing Lift Station Proposed Basin p Feet 0.25 - 0.50 " moal tI No. < 48" DD6 Channel Proposed Storm Sewer 0.50 - 1.00 B EAU M C3 N T Lockwood, Andrews � &Newnam, Inc. Lallon-DD6 Channel ;'00002'00 Master Drainage Plan eO — 1 lY A LEO A DALY COMPANY g w ; IRBY ST ■ ;��� �` > a > Q W �1 � a W 4 � rn ' � } � N TO VESSEX ST a F a z CASTON ST i CASTON►STi. iW uJ ■ U W W Z _ * m ( F w cm7 w o ANCHOR ST e��,� z0 ■ O Y zQ i� :Q Cl) DEVIIEY�ST U ► ■ ■ ■ m ►`".� � E WOOS#ROWJAVE - O W v ► W WOODROW AVE ■ f wA jr * t <' L �2 y ■ z PALM ST GF QLgiao E VIRGCNIA ST 9 U W VIRGINIA ST a 2 �■ IC , ■. E iVIRGIN'IA ST S z �: at COLORADO AVE .Q� ..,.. - = �-�I>� f° - � ate_ W :. w CAMPUS SiT •. c CLARK ST —`WZW oG y�G • LEGION ST y N � Q + O TALABAMA AVE • T'S% ■ ,ZAVALLA DR N p = ■ i _�4 Rd 0 ALA AMA AVE v r 0 ■ ■ ■ a ti �Ge ► BOYD ST ALABAMA AVE C G ■ ^n. -� m ■ F-�GEORGIA AVE ■ ��LDR14W ► ■ �= ' SHELL ST ■ �. ► ►r■ ■ ■ , ■ a ►- ► N-a, u~i ��!- OJ,�� ■ '! '+ v GARLAND AVE n- ZrP- O U a ►4 .SAXE ST�1�•. Z • HIGHLAND DR ■ Z HIGHLAND DR W ■ + F ■ IOWA ST ° , ■ • ■ S Ya, rn N ■N ► OREGON AVE N +J i as Q W u w ■ cn O 44rn r a= az _ �■�� +-�' ` ■ ■GILES ST W 2 l ■ ` 9 VERMONTST + uJ Y m FJ'OS� ST �* U v E • # ►4 I JIM GILLIGA_N WAY - #4FV ul EIFLORID'A ,VE* E FLO61DA�AVE FLORIDA AVE ■ y 9 OG Al N PARKWAY DR �� j► �Q 9'P�� T �� OH/O ST i �.P OOP LO • ZN F� O� A; 9L oa ■ �'�: ORDINAL DR{ �% SQP��� ■ - ■ EtCARDINA► ■ DR PJ�li . s� w4 ■ ■ ► �■ OQ. E CARDINAL E CARDINAL �G -�:' �• Y yry W L� sA 01h �1\10y., CgRDI/y �yQ. 10 r ' A ARDNN R ■. �h O���- R G �- Go'` cy�� CA D D w ° a. OR w�rl: 9�� OQ V* r 't R ■ I�`y� i y6. '■ .L �� � � • • •+ too-e •� �y-A�•±�'r �,.. # r x••` Location Map Legend Exhibit 49 GIAM wBea um ont 0 1,750 ® Depth Project Area Existing Basin ) Existing Ponding Extents PPrroposed Ponding proposed 25-YR Ponding - 1F L I „o„ Existing Storm Sewer Existing Lift Station � Proposed Basin Feet 0.25 - 0.50 " MOW tI No. < 48" DD6 Channel Op -Proposed Storm Sewer 0.50 - 1.00 B EAU M C3 N T Lockwood, Andrews � &Newnam, Inc. Lallon-DD6 Channel ;.00002.00 Master Drainage Plan eO - 1 IY A LEO A DALY COMPANY g LLI a` W- Lu z o ANCHOR ST �_ ..o _ z w 0 O F m" E WOODROW VE OL �`" O� W , ■J-i► W WOODROW AVE f ■ w ; w rl� • • 2 L z VS fn 0 1v Z Q _ +► i5.. 9'G N • _PALM ST s _ G Q x 2 r . �"'".- r'• - ,.P ...,.■.: ExVIRGINIA ST s•. � N W=VIRGINIA ST W = r :*;N* a E'VIRGIN'IA ST� r� Y. r�14 z N *.' f4 COLORADO AVE-1 VE CAMPUS S;T �1 ■C■ ■ ■► -■ f� F CLARK ST J Q o LEGION ST ° r r ■ZAVALLA DR Cn X x ► ALABAMA AVE O ■ • ALABAMA AVE w �Ge • BOYD STyA ALABAMA AVE F■ a G�'tiDD R r , ■ - SHELL ST ► •r r ►� �►■ ■ ■ ■ ■ Q ■- ■ '■'GEORGIA AVE F- �YX �+ Cn O ■ ■ i r GARLAND AVE r x x z ' SA�XE STr► z I I LL • HIGHLAND DR ■ 7 ■ z - H'IGHLANU UtR W �- • IOWA ST ■ ■ U ,;" �• Y i~n ni S9 OREGON AVE d ~ W W W v n r y O • a_ N yf _ wGILES ST w VERMONrVIS cn A �• w Q JOSEPH ST 0. ■T c� � I .�r.r JIM GILL_IGA.N WAY _ Y m ■ - ! to '._-�EWFLOI�ID'A iVE E F ORGDArAV� �� _ :,► 's � s FL'ORIDA AVE -', ! ■ ° J� 'li9 A4 N PARKWAY DR 7� [ Q 'P � �yl °H/o sr 0. �� t ` �• t�Ez cP ��' 9L F- °� ;. .,,_� _DINAL DR f Ok 'PA t� O v� E'1CAR CA y 4 E CARDINAL -A � ■ E CARDINAL ■ 1 DR■ y 1P� 1P� h Cq A '( , y yyc• �� '` W �RQNq CAR � r■ oG�pF'' " �, � a. qT J ; DR _z W OQ - 17 �r` f• -ray.. y ` Location Map Legend Exhibit 50 Gl:av OBeaulnOnt ®Project Area Existing Basin Existing Ponding Extents Proposed Ponding D 0 1,750 proposed 100-YR Ponding - 1F r L„o„ I_, , Existing Storm Sewer Existing Lift Station Proposed Basin Feet 0.25 - 0.50 " MOW tI � < 48" DD6 Channel � Proposed Storm Sewer 0.50 - 1.00 B EAU MO N T Lockwood, Andrews T E X A S- �n A LEO A DALY COMPANY &Newnam, Inc. Non-DD6 Channel ;.002.00 00Master Drainage Plan eO pRAI'RIE ST PRAIRIE ST N AVE - _.... ... _ Y : _ • -- _ r to W fEftRE►-�. J _` . y - M Y.•tip -7 _ ■ Qi� 'a' N D m GTONBLVD r-a` :.�••.... ��-�-a:...�..----�"_ . _-r o w w A cy WASHIN .�r.� -.—r TEF2'12EL■■L+AVE R W ,. _ � , �e �: ,� _ � , f4i -•t� W , za 1 ! = -low 0 zi HpRR10 w Q h - �.:...� > >Y a E' ALMA ST V .. T a{ ALMA_ ST t C� s d" _ a. . w a� �, �► r� HARRIOT ST r . T 07ON _ Z :� i .tea, _ '_ . . , _ U M».. U { 1 W E THREADNEEDLE ST► „ T�HREADNEEDLE ST ■ *- ■ EaELGIE ST ► W r ■ ■ • r ■ Q C . '' ►ti IE ST r� r--� — ■ w ELG ELGIE ST �'r�l4..� a �.; . r ? E CHURCH ST C i •; {- i W Q CHURCH ST a W' z� ■ IV •A� z Qom` sn w a z 1" ANNIE j- u _ Q W Y ■ a ■ �, E PIPKIN ST •Y - :Q Lu > U PIPKIN SwT W • �It r ^ rt - J A ■ i ti ■ T yQ O If ■ ADAMS ST,■ ■ BUTLIN ST EDWIN S■ ■ ■ ! cro 71a t ► ■ ■ ►► ■ ■ ■ ■ ■ • +VLN ILLIVA . O - ' BROCST ■ N i J � AWL Lul J A NOLAN ST ■ � _ All �� pST*■+ w E.LAVACAST �. w z IRBY ST E IRBY ST A' N E Cn Cn IRBK ST •.r O�� a z a Q z �r : ,' • 2 U' d' ■ Cum ? .. CrASTON ST � s� •\ h .... �O z p ESSEX'ST CASTON-ST►42 � ✓ 9,Q r• z t ' �, 0 ANCHOR • z EWEY. ST�a,4 Gay ■ �� •■ ■ ■ W-WE)GIDROWrAVE— v Al 0 i m!,aul. Z AL=PALM ST ■. 11 + ■ m �..:liR ur ' 'TA�� cn y �E VIRGI NI G'.. N ■ ,� Q Z ■ WIVIRGINIA ST > w ■ ■ ■ E.VIRGINIAPST 0, " ■ ■ ■ r N .. N N z .COLORADO AVE a■ ■ ■ .. . w - 9L ■ ■ 4CAIVIP1JS"ST4 '.zir ■. ■ y ■ E■ .1 �+■ w 0 w Cn �� � � ■ F2 ■ w Q CL-ARK ST • • J G�� ■ G LEGION ST Y tG J Q Q 2 ■ ;ALABAMA AVE + + ■ T N _ • Z 'X WA .DR 4 ALABAMA AVE v T _ _ J r AUBU ►N A BOYD ST �- I GEORGIA AVE p 411. Location Map Legend Exhibit 51 v Beaumont o 1,800 ®Project Area Existing Basin No, Proposed Storm Sewer Proposed Improvement - 1G Feet Existing Storm Sewer *` Existing Lift Station C Proposed Basin . I I Lockwood, Andrews } ` 48 DD6 Channel B EAU M O N T L � T E H A S & Newnem, Inc. > 48" Non-DD6 Channel Master Drainage Plan O IY A GEQ A DALY C4MPAiVY ■ ■ �` ► PRAIRIE ST cn 1! ■ • —` _ a _r : - �"—� aR� ■- f..� PRAIRIE ST lip lot W TERRELL AVE ► ► r' ;... 44 . ■ T w cn ;0•a SHINGTOYB 1. rt` :�" _ � .—r ^., :.�-. - ` 4 O * = N y TWA It��, ra`5�•. TFERRELL�:AVE Q U -� 1LLI �. N T w r i.;.� _ r „ -i� I ■ o ■',. Z W + ' ►} 0. Z•.,, . r O ► �■ z CI -ID ST A HARR1OT STLLJ ^� ■ A ' LLJ W z E ALMA ST ¢ Q Q +� z ALMA ST O J ,� ,. w +� 2 HARRIOT ST ■ O r �_ y _ ,. Ux _ M.. ' U ■ ■ ■ ' DNEEDLE S_ r ■ ■ ■ w E THREAT► W THREADNEEDLE ST ■IF - *-- z ■` W * ■ .EaELGIEST`►a•- • ■ ■ W ri tiJ ELGIE STAk ELGIE ST .L - d m Q E CHURCH ST C j Q z CH.URCH ST z ■ }` 1� ■ z w a r w ¢ w z Q z Y ■ ■ ■ E PIPKIN ST �� •� ANNIE ST > z c= F- _ ` ¢ w PIPKIN ST � o t ■ ■ ■, J Q U' W r -_ Cn > ° ■ ~ BUTLIN ST z , ADAMS ST /■ ■ ■ ■ ■ ■ ■ ■ - EDWIN ST ■ ■ Q O e4A ■ ■ ■� ■ILLIVA LN ■ ■ ►► ■ ■ ■ F_° BROCKMAN ST ■ a o • �► w (n w Q ■ � ■ ►-.-NOL'ANST- x O•uJ - r� ■ TO O CY O ■ to •.A R. —►_ ��. 0v Cp ST►■i ■ w ■ ■ G ■ E LAV,ACA ST ■ 4- ✓ ■ r �R LPvIP F ¢ ■ zCl) ► - N N r ■ 0 I] w ■ E IRBY ST �- E IRBY ST j,; O� ■ z IRBY ST ■,� 2 a z ¢ z ■ ■. T p ■ ■ ESSEX ST m m ■CASTON ST► tp CASTON ST O ANCHOR ST N ■ �_ -fix �y< • z ■ T ■ DEWEY SST �- G)y ■ Q■ ■ ■ ■ ■■ ■ ■ ■ ■ W WOODROWOAVE t - " ■E W.O.OD,ROW AVE ■ �� 'P�Z ■ ■ z• 'tL ^ . ■ rr U A y ■ m lit C * , ■ ■ = PALM ST ■ r�y�-s A m J z m cn y t R �E�VIRGINIA Q z ■ IN1V/IRGINIA ST ► • ► �. ■ U ■ ■ P. ■ �■ = a ■ ► ► r ► E-VIRGiN_IA�ST: 1F' a�•y: ■. +r' J ■ ► w ■ N N N COLORADO AVE a► r• 9L� z x J m 44 �..■ ■ �CAMPU'StSV :z1r■'� ► ■ ■■■ y+ �■ w } .. - ■ Q CLARK ST >�o� zIt ■ ■ LEGION ST Y p ■ ��A. 2G ': Q Q �i ■ ALABAMA AVE 9. T ■ ZgVgLLA DR Q N2 2 ALABAMA AVE AUBU►NA w ■ ■ 2 BOYD ST ALABAMA AVE 4, ■ ■ tie GEORGIA AVE p Location Map -, 0,13eaumQnt (3 Legend Exhibit 52 0 1,800Depth ®Project Area r 1 Existing Basin Existing Ponding Extents PPrroposed Ponding Proposed 2-YR Ponding - 1G Existing Storm Sewer *` Existing Lift Station Q Proposed Basin Feet 0.25 - 0.50 1 �I } < 48 DD6 Channel ► Proposed Storm Sewer 0.50 - 1.00 B EAU MCA N T Lockwood, Andrews > 48" T E X A S Lan & NewnBm, Inc. Non-DD6 Channel 1.00 - 2.00 eO IY A LEO A DALY CC)MPANY > 2.00 Master Drainage Plan ■ ■ * +► PRAIRIE ST cn 1 ■ •.;_- ■: ■. PRAIRIE STLu D L pVE ■ ■ ■ W to a SHIN TOY B �, 'rt` : ~" _ �-.—r ^., :.�-. - 4 ■ .TiERRELL-m:AVE Q V -� ■ ! N ■ N _ � fA4 i r m ■ Q ■ _ .�.. a i yr .. A Pe Y * x ! ► Y 1 ■ (7 O ►Z ■ r 1 m EUCLID STY Y ► HARRIOT ST r +■ w Q r� ■ > _ ` _ rw ■ s w Q LQ ¢. E ALMA ST AMA ST _J ,. w A a, ► O ONHARRIOT ST ■ ■ k O y ` w ■ • ' E THREADNEEDLE ST' r W ■ �� THREADNEEDLE ST ■ - .�r ■ 10 4 Tj ■ &ELGIuJ E ST ►� �.: ELGIE ST ELGIE ST ^ w ti f •, - `"� E CHURCH ST W. w p CHURCH ST w z� ■ • Ii z W_ .A ; 4 Q ■ W a Il'1 ANNIE ST > ZyE^► x Q z Y ■ E PIPKIN ST - 1' Lu ■ rt i a w - > PIPKIN STLu O ■ ■ Q 0 r Cn > ■ Y • ■ • ■ BUTLIN ST z ADAMS ST /■ ■ ■ ■ ■ # ■ ! ■ EDWIN ST . Q O ■ ■ ■ +V,ILLIVA LN .n ■ ■ L . ■ �[ ■ ►■ ■ Q ► ■ 4 ■ ■ ■ e N � f BROCKMAN ST ■ ■ w ■ r � ■ 7 •NOLAN ST } : �� w J ■ ■ ■ �� 0 �* ■ O AM pp. Vol x y 0v� ST�a ■ ■ � V, i ■ r ■ W ELAV,A►CAST ■►►s•■ ■ a �'r ■ a-■� ■ r * �. �pV'PCp j ■ ► a ■ ■ ■ ■ ■ � . -tom F Q ■ z ■ cn Cn ■ ■ 0 F E IRBY ST 1 :`.. O ` z L ■ Q IRBY ST E IRBY ST.� v 4 �2 z r¢ 4 z ■ m o r ESSEX ST m CASTON ST r �Sah. r CASTON,ST►tp _J O ■ ANCHOR ST N 41. ■ z ■ ■ . O DEWEY SST;X ■ a t� ■ ■ ■ ■ •■ ■ ■ ■ ■ W WOODROW-oAVE --� `■E W.O.OD,RO.W AVE ■ F��� fiA LL z AL O�. t -+ N Q 1� C . # ■ ■ ■ z PALM ST ti y_ >� ' ��..� m Z ■ N ■ m m m e �EI'VIRGINI�Ay Q ■ VVIVIRGINIAST w ► y �.' L U z �■ � ■ Q a ■ ► E VIRGiNIA�ST:O� " _ ..■ ■ ► f- U)i N N 2 ■ w ■ z x � y COLORADO AVE ►► �• 9 ■ ■ ■CA IPU'S Ta lzir■■ ■ ■ ■■■ i4 • w -� ■ z Q CLARK ST >�o�} ■ ■ G� ■ i 2 ■ LEGION ST Y p r ■ � G a ■ ■ALABAMA AVE 4* ZAVALLA DR Q x ' ALABAMA AVE ■ 9 ■ _J v> BURN = ALABAMA AVE BST ■ ■ ? AUK ■ ■ OYD + �O ■ � tix ■ GEORGIA AVE ► p Location Map Legend Exhibit 53 es: re nY, 0,Beaum Qnt ®D Project Area r� Existing Basin Existing Ponding Extents Proposed opsfd Ponding 0 1,800 proposed 5-YR Ponding - 1C] r Existing Storm Sewer Existing Lift Station Proposed Basin Feet 0.25 - 0.50 I �I } < 48 DD6 Channel ► Proposed Storm Sewer 0.50 - 1.00 B EAU MCA N T Lockwood, Andrews > 48" Lan& NewnBm, Inc. Non-DD6 Channel 1.00 - 2.00 -TEXAS- Pk . 1Y A LEO A DALY CDMPANY > 2.00 Master Drainage Plan ■ 4 ► PRAIRIE ST cn ■ x •. - ■ PRAIRIE ST W RRE VE ■ ■ „ . ■ ■ ■ j �- v ■ ZTE LL A B VD ¢ y > m TON L + A,r "l ! w � a pSHING a + l F.; ;�� _ .�r.� -.—r - ^.,ti:•�-. • - a ■ .TiERRELL�:AVE Q U T N ■ r .+. _� �5 LL uJ . Tr A ! ► -A + * ■ R ■ ■ (9 O R f r� IA L - y _ - r ►Z ■ 1 m EUCLID ST ~ ■ HAR aoO ST r +■4 w a r� rN * V ■ ■ + Q ,_Q Q E ALMA ST ■ ► f iC ALMA ST J x A ■ A a� �' �► M HARRIOT ST ■ O ■�' _> O ON i U ► w E ■ ► y THREADNEEDLE ST► _ r W ■ ■ ■ THREADNEEDLE ST Po.- ■ ■ ' W ■ ■ b- EaELGIE ST • x > ■ ■ * • ■ ■ W ELGIE ST ELGIE ST .L Q ca _ = E CHURCH ST C j ¢ z CHURCH ST w► IE�ST > i Lu ■ Q z Y ■ ■ ■ E PIPKIN ST.. ..r . U ¢ z WO PIPKIN ST � ■ ! N w " Lu z ■ ADAMS ST ■ BUTLIN ST ■ ■ ■ • ■ . i _� -= ' . - ' =:;r Y — _ - EDWIN ST O ■ 7 ■ +V,ILLIVA LN sod a ■ ■ r ■ ■ BROCKMAN ST ■ • ■ ■ ■ ■ ■ ■ a ■. C.) ■ul �3�� ■ ■ NOLAN ST �. Rf J Lu 6v LPV,PCpST1ta ■ ■ > ■' ■ G A* +....- E LAVliACA ST* ■ ■s• ■ ■ ■ .■ ■ ■ } *• . ¢ ■ z r_ N fn ■ ■ O A ^� n • Z IRBY ST ■■ E IRBY ST 0 z E IRBY ST .4 O�2 �. z ¢ ■ ■ m CASTON ST p ■ ■ ■ ESSEX ST f CASTON,ST■ o J O l ANCHOR ST N ■` y �G ■ z ■ ■ DEWEY SST r¢ ■ • ■ ■ ■ ■ W WOODROWiAVE � ■E WO.O�D,ROW AVE i v4 • J ■ ■ ■ . Z■ ■ u- n r * A,C r e: r; MA ■ -� a: N C # z PALM ST ti J ,. OJ Z ■ N ■ ■ ■ Oo y .:.Zs .y T�� m m �;� �E�VIRGINIA ■ INIVIRGINIA ST >= I w ■ V ■ ` ■ �+ ■ ¢ a ` ` ■ E VIRGiNIA�ST�O ■ ■ ■ ► N N N � I COLORADO AVE., ■ ■ W ■ ■ ■., Q X W m N ► -9 ■ ■ ■CAMPU'S"ST4 :zi' ■ • ► w r ' ■ L�2 ■ z Q CLARK ST >_�oo� ■ ■ + ■ ■ LEGION ST Y !p r ■ G ¢ �a • ■ ■ALABAMA AVE + ■ o G9; i • ZAVALLA DR a N 2 _. ■■ ALABAMA AVE ■ ■' J 2 AUBU ■N A ■ BOYD ST ■ f = ALABAMA AVE ■ ■ ■ J ,Y - �_ ■ ■ ` GEORGIA AVE p ■ + ■ Location Map Legend Exhibit 54 wBeaulnont _ ®Project Area Existing Basin Existing Ponding Extents Propsft Ponding 0 1, 800 Feet proposed 10-YR Ponding - 1C] 0. p$Lxxo,� t_ , , Existing Storm Sewer Existing Lift Station � Proposed BasinDepth 0.25 - 0.50 I �I } ` 48 DD6 Channel Proposed Storm Sewer 0.50 - 1.00 B EAU MO N T Lockwood, Andrews �> 48" T E X A S Lan & Newnam, Inc. Non-DD6 Channel 1.00 - 2.00 A LEO A DALY COMPANY � > 2.00 Master Drainage Plan ■ ■ PRAIRIE ST in } A ' ►• �. ,■:- PRAIRIE ST W TERRELL pVE A, . in 1,771 w70 QD " Z N f N •..:� ■ ■ . TERRELLvs AVE ' Q U -1 N4ki .. Y.;, - - _ _ • a! 'T Lu Jr 41k AL G r 4 d = .k R1 1 ■ A,! A x Z }'.R l _ A A`A A Z T■ O F *L z '� y m EUCI.ID S ■ NpRRIOT 0 > ■ N w Q in • ■ r� ► > ■ Q Q iQ E ALMA ST LMA ST z r- L z A = ■ t o ■ A w �" E > a HARRIOT ST 1. uOi O ■ 2 �a r ` Q w HREADN�EEDLE ST ■ • ■ '';E THREADNEEDLE ST► � ■ � �� % v r �Y � � ,t " T Q■ ■ ■ ■ ■ ■ E4ELGIE ST ■� 7'� - . a� ELGIE ST ' ■ ■ ■ * r' . � .. ELGIE ST r ■ ._� ' Y. ON% y op �■ E CHURCH ST R ■ ! _ ✓ Lu Q _ CHURCH ST > . ■►� `z w > Q ■ ■ ANNIE ST > LI Z Q z ■ ■ ' ■ % E PI IN ST Q w w w cn o ■ O PIPKIN ST J J w w. Q (n O \ • , 0■ ■ ■ ■ • ► a t Y z ADAMS ST BUTLIN ST EDWIN ST tr O ■ ■ * VILLIVA LN �A Q ■� a ■ ■ r ■ �O ■ ■ 4.1 �_■ ■ BROCKMAN ST _■ • .sIF 4 w Q k N • V i ■\ ■ ■ •NOLAN ST ■ ■ w ■ r ■ ■ I.- _ a ■ ■ O Ng� 44 ■ !v ■ ■ ■ ■ s r f�► . ■ ► 6���0 S'T■■� ■ ■ ; ■ i A • w! ■w AL A1_ELAVACASTe ■■■►■■ ■ r �R ■ ■ ■ VPGp > ■ > a * ■ • in N w o E IRBY ST:' E IRBY ST ■ y •� O� w wW ■ z Z IRBY ST ■■ Z ■ i ■c0 •! ti ■ z Q ■ lot- L w tY ■ w Q ■ ■ z ■ ■ ■ESSEX ST Y m CASTON ST s '' �v CASTON• ST► o J ■ V ■ %i ■ ANCHOR ST ,�; - N ■ `J ■ T- ■ ■ ■ DEWEY►ST m r � ■ ■ y � a t!T. - ■E WO -,A RQW AVE 0 RE SST ■ ■ W)WOODROW AVE ■ ■ ■ i A .k iy ayer 1� C ■ ■ A,z PALM ST th 1 S , 1�5� ■ w J z ■ N . m V z ` C ■ ■ W�VIRGINIA ST Q a ■ . ` ■ . ■ ■ r ■ `. 2 ~ ■ in■ t- z N N COLORADO AVE �a ? �++ w w r� - J 9 . ■ ■ •CAMPUS"ST:Z:rf QUO w a ■ G� ■ a CLARK ST ? o�F- 2G ■ LEGION ST Y ro J J Q Q ► rALABAMA AVE �"\ o 9 t r:F.�• ZAVALLA DR J N 2 x ALABAMA AVE \ pUBURNry ■ I r 1 = ALABAMA AVE ? . ■ BOYD ST ■ T= - �+ GEORGIA AVE A,� p+ Location Map ®Project Area Lend Existing Basin Existing Ponding Extents Proposed Ponding Exhibit 55 proposed 25-YR Ponding - 1G Wgeaumant 0 1, 800 Existing Storm Sewer � � Proposed Basin Existing Lift Station Depth p ( � I tl Feet Lockwood, Andrews } < 48 �> 48 DD6 Channel ■ Proposed Storm Sewer - 0.50 0.50 - 1.00 B EAU MCA N T Lan& NewnBm, Inc. Non-DD6 Channel 1.00 - 2.00 T E X A S �IY A GEq A DALY C4MPAiVY > 2.00 Master Drainage Plan O 1 ► ■ i PRAIRIE ST in >• ■e ■ ► - ■ { •.w .. ■. ► •: PRAIRIE ST W TERRELL p`vE ■ :' ::. a _ ... -, - =" ~� pl LU TERRE LAVE Q v T QD N 1 y Y., - f T �� ■ram �* s. ■.. w ► ■ w ■ _ ._ J 1 s L Z) ► A. ■ C� ZO l _ A.A A A -y ■ A'Z - r O a . 4■i I - 2 Z m EVCLID ST A ► a RFtIOT ST w x n * v ■ HA > , a > LU > O `Q E ALMA ST - a Q Q ALMA ST z w w■ �" . r ■ i Z 2 L HARRIOT ST :' ■� +a,� - _ - ■ U 2 w._ w U ■ THREADNEEDLE ST ■ • ■ A,E THREADNEEDLE ST■ '�' ,t " 00 lop w ■ E4ELGIE ST = • `'_ - i_ ' . ', ELGIE ST ELGIE ST - `ti r m ?!?# ALE CHURCH ST • r a y y'�'; r. w �, H.URCHST w C■ *-, ► Z ■ w Q ■ j z If A,H ANNIE ST ■ Q ■ ■ ■ ■ o'E PIPKIN ST Q LU j p O PIPKIN ST ■ w ■ r �' �-+y u > -1 ■ w w ■W ll` BUTLIN ST EDWIN ST ADAMS STIR ■ ■ — {� �A ■ ■ Q U- ■ ■ ■ * r W.,ILLIVA LN — -- -- ■ ■ ■ ■ ■ 111 ■ ■ N l ■ ■ f ■ ■ ■ CL .4 -- :BROCKMAN ST t �� ' � • w -�•Q ' yy�y,,,� ' ■fio� ■ ■ ■ NOLAN ST ■ v J ■ ' x w �Ez"ON ■ #► ■ It■� r ► >�► i ► ■ to ■ • w� ■�. ■ ■ ► ■ ■ ■ ■ ■ ■ �► r r ----^ ► A0, " • ■ ' ■ PCpSTeA j ■ ■ Q Q E LAVA ■ CA ST 0PV■ ■ ■ .� F- Q • s z ■ N U ■ ►'- O E IRBY ST :•. ► O ► z UJ ■ +F Z Q IRBY ST ■ E IRBY ST.y�� ■ ► !lIC z 2 T Z w ■ w > t 3 s• -P° ■ p • ■ ■ESSEX ST Y 00 t CASTON• ST■ z J CASTON ST F� ►�y�� ■ ': ANCHOR ST 0 i — N J '�4:':' 'r" 'I • ■ ■ ■ ■ DEWEY►ST om' ■ ■ a ■�• - ■E WOOQROW AVE 0 a 'p ■ RENA SST _ ■ +■W)WOODROW AVE • ■ �'—" ■ a�r.��•�g�: z a 1 ■ S' bk 10 ■ _ m A-" m ■ ■ ■ N PALM ST ■ r ■ 1 r# r * ,. ��� 4 m wQ z ■ ` l L _ �E�'VIRGINIA W-VIRGINIA ST Q a ■ . ■ • 1`+ U ` C r 4� ■ `n ■ w . �� w z X j ► COLORADO AVE 4r• ■ . 9 ■ ■ ■ 'C-AIVIptfS ST{Z44� ■ • j Qom- w ■ G� ■z CLARK ST ■ ■ ■ �G ■ LEGION ST Y !p p ■ Q Q ■ ■ • rALABAMA AVE 4 i ■ i ZAVA6 A,DR a s ALABAMA AVE ■ ■ ■ 9 ■ ■ :W ' tom ■ ■ 2 AUBU ■N A ■ BOYD ST T ALABAMA AVE ■■ J .� ■ -k. '3L .._ _ _ �. Z -ix R _ ■� W. . . ■ ■ ■ ■GEORGIA AVE Location Map *Beaumont r � I rl " LNJ 0 1,800 Feet Lan & Nown ad, Andrews Newnsm, Inc. A LEO A DALY COMPANY Legend MProject Area Existing Basin Existing Ponding Extents Proposed Ponding Existing Storm Sewer Existing Lift Station Proposed Basin Depth (ft) t < 48" DD6 Channel 0.25- 0.50 Proposed Storm Sewer 0.25 - 1.0 > 48° Non-DD6 Channel 1.00 - 2.00 - > 2.00 Exhibit 56 Proposed 100-YR Ponding - 1G BEAUMONT TE HAS Master Drainage Plan ,00vE Location Map r^ f = : - a Ead O--:) y Z o z i Z m > .; i D'UST�Y�LN s 1002-B " LNJ 0 700 Feet LanLockwood, Andrews & Newnsm, Inc. A LEO A DALY COMPANY -4 �LWIS DR.■ + ; ►' A1111E CLICK DR 40A — a 0 IL CST R LYP 4f v 'M6v Vt 5iX5' g•X5' .at a$ AL A HURLEY D� 'A T n Legend ® Project Area Existing Basin ► Proposed Storm Sewer Existing Storm Sewer Existing Lift Station Proposed Basin } `48 DD6 Channel Proposed Channel Improvement �' 48 Non-DD6 Channel 1 m 1p Exhibit 57 Proposed Improvement - 2A BEAUMONT TE HAS Master Drainage Plan ;4. I ;�' lion I A SA -13U 17 Iv 4-- Ul 41) lop 4LX WWI 00 ?< co ARE 41 A* �w ■ ■ ff 4 002E V J N L ' LEWISiDRA ).USTY L y'Will Y ,. �► 1' N, i x. 6, 1 11c"L INCIF7 C Aq A Ic G - m � SCOTT � R i f � I. � e i 7 m At AWr. -W - O -A +� it F ►► v HURLEY DR A r � 44 AV r IOWA AV R►e r c*' 1 :i 4V Location Map ►^ f VL - t o goo - Feet Lockwood Andrews 1— �, Lan& Newnsm, Inc. ;�- : rt cp O rffi � A LEO .4 DALY COMPANY, Legend ® Project Area Existing Basin Existing Ponding Extents Existing Storm Sewer Existing Lift Station Proposed Basin —� < 48 Proposed Channel Improvement > 48„ � DD6 Channel p p Non-DD6 Channel ► Proposed Storm Sewer Pit 1 4. Exhibit 59 Proposed Ponding Proposed 5-YR Ponding - 2A Depth f) 0.25 - 0.50 0.50 - 1.00 BEAUMONT 1.00-2.00 TEXAS > 2.00 Master Drainage Plan yA o � D'UST�Y�LN _ �7/p �LEiDR ^;. A � ry z ram. - � ■ �� � �� � � i RV S y +; y i• '�i±'I I+ - CLICK DR ! ,002-E - - _ __ F ■ Y iTVA Pr TA )r 41 'MAWy SCOTTS DR i i 'Pull i x ♦ s Y41fL m HURLEY D41 o 4�► OF i !! ■ .''►, 4 7 rn Location Map Leggy Exhibit 60 r^ f r "zo, - �? ®Project Area Existing Basin J Existing Ponding Extents Proposed Ponding proposed 10-YR Ponding - 2A 0 700 Existing Storm Sewer � Existing Lift Station � Proposed BasinDepth( ) }I Feet } 48 DD6 Channel Proposed Channel Improvement 0.- .50 B EAU MO N T Lockwood, Andrews > 48" 0.50-1.00 T E H A 5 - d� & Newnam, Inc. Non-DD6 Channel ► Proposed Storm Sewer 1.00 - 2.00 z La n .4 > 2.00 Master Drainage Plan rffi A LEO .4 DALY COMPANY g % L A P- Af. N 7tqim� I-1. WXT .00 X > CO A0 2'N-- X5 ■ AJV VI -A own 74 Location Map Legend cmW Proiect Area Existinq Basin Existinq Pondinq Extents Proposed Pondinq 12 1kollk '3".,-A y 0 14. L. z O V) z 1002-B N Ov- t Location Map r^ f 700 } Feet Lockwood Andrews .z La & Newnam, Inc. A LEO A DALY COMPANY w mine ' t ,Y LICK UR... -- LLI o I m x + m SC,O1TLS DR V + u� APR •� Y -HURLEY ar �. ..,so lo ir ■ �► ♦* # r � �rvp =^+T 1.4 Legend ® Project Area Existing Basin Existing Ponding Extents Proposed Ponding Existing Storm Sewer Existing Lift Station Proposed Basin Depth (ft) } < 48" DD6 Channel Proposed Channel Improvement 0.25 - - 0.0 1.50 > 48" 0.25 Non-DD6 Channel ► Proposed Storm Sewer 1.00 - 2.00 > 2.00 Exhibit 62 Proposed 100-YR Ponding - 2A BEAUMONT TExAs- Master Drainage Plan 004-B ■. ■ 11, i 1004-B A ■ SOME V�6WE CIRr ■ ';WINNS z J B ORO CIR GKEN.R0,SE_CJR4-W w z z O m 0 0 J W 1004-B 0.+'0+ ■ Z z J J Lu O Y z ■ ■ ■ SHEILA ■ 1004-C 1004-A WINDMEADOW DR r �y� i WINDC'AeSTLE DR (P O Z G) O,A r ... •`�� 7RD Lr _ T TOLIVALJZ J J W z J F- J J N f- O U n W W J U J m J J ' W J 2 ¢ a z ■ �J 04-A �po2 �r V. A 4% do PINDO CIRL� WIN'DCASTLE DR 1 0 >> J -_-.HO'ME CjEN.T.ER DR Q U N W 105 ■ TALL PINE ST F- J J zz Cr w 0 J J � 0 z W F- O Q W Y N p G4' z 5 w O LL ■ ■■ n � ■ ■ r RIDGE4OAK ST ■ 1004 O� Location Map Legend Exhibit 63 .'t 0 1,250 ®Project Area Existing Basin ► Proposed Storm Sewer Proposed Improvement - 26 Feet Existing Storm Sewer Existing Lift Station Proposed Basin t < 48" Proposed Channel Improvement B EAU MO N T Lockwood Andrews DD6 Channel p p T E X A S ~�- z & Newnem, Inc. > 48" x Lan A LEO A DALY COMPANY Non-DD6 Channel Master Drainage Plan 0 � J'A Y - n •� y N WINDE+FJill ' Y', WINDMEADOW DR* � Ss:0 ♦ m1N�� 'UO C�IR SOMMERVILLE CIRI �* R ' . WINDC�P_.STLE DRY, ;Y `fINNS+� r BORO CIR �'i' !k a ��w o J Z °� 8 L° �. Y : s. CIRr G) �# r it ,. w GLEN ROSEfr V w Q z o:» m #L'r. t� ■ ■ ■ HOME CENTER DR rQ e m. x S1 U i i UJI LL ,' ` — 4 c� F w ■ ■ HWY 105 W ► ► r : ■ , a� �. +'► v •�i4�+ a" $ � Y►;�1 r , — , a .slit" � �•- + TOLIVAR RD TALL PINE ST ,e.►� -�! tis, .x1 z`wr,e; '. ii JILL4L'N ■ y ,Lu s+ 4 •i r w r ," _mow.,. il'. ,• �.$ IWO,r ti Z Qawe •._ 1 ; .t 7�,' Z y� J Y Y �_ N W ai Y W Q i■ `� if. i w O 5 .s + 'i •r - T` t. --+ 40. •ii a: r = U W J F 0 4 v !i. * c :. a •n' * i .tk' �. I• O F- OJ Q W U J �' N �Z d' f s. Z G :-0 4 IC ;r• r IF x RIDGEOAK Sf 4 % • JULIE LN T r � JOYCETLN ■ F 1• ^ a f' '-4 ► r SHEILA LN 1004 Or 117 .v s►'' '� i ' QQ� I— 40P 4 r V. u <.1%lw • `"� ' Location Map • Legend Exhibit 64 ® Project Area Existing Basin Existing Ponding Extents Proposed Ponding t 0 1,250 Depth ft Proposed 2-YR Ponding - 2B 3 Feet Existing Storm Sewer Existing Lift Station Proposed Basin De p � 48" 0.25 - 0.50 ' DD6 Channel � Proposed Channel Improvement 0.50 - 1.00 B EAU MO N T Lockwood, Andrews � > 48Tr Noll~ & NewnarnInc. NoChannel ► Proposed Storm Sewer 1.00 - 2.00 T E X A 5 x �d . Lan A LEO A DALY COMPANY > 2.00 Master Drainage Plan .. 1004B :1004'A y1004-B 1 '. , • ■ � � N W1'NDE--MERE DR 77 h V. ■ ` 1r a N !c Lit .3 .•�: � � ; a. _ WINDMEADOW DR tp r SOMMERVILLE CIR s g PINUO CIR ',} ` y O �V161ND:C�A�S7LLEqDJR T y _ k / ' F"r - j WIN'DCAS'TLE UR• ` AWINNSBORO CIR �. 2 " GLEN ROSE CIR , OTq m 1' s HOME gENTER DR ' .%_LL [� U _* VIK Dt_vr� Cn LLJ S' i r W =4 -- HWY 105 " w--�'''�"'j / r 4 ■ F -W16 ■ it �� �'� 7 TOLIVAR RD .� �•.. � �• * •'• �A ' ;�c:'_ _- o..i.• ..._ TALL PINE ST_�� 71 Lu .d... A-.tl ►e:� '. a ` :. U Y Z F- ? ~. °F- Y'OZ J Z Z W } O W U J LLI ZZJ Lu COm w O r .: J 2 r }Z .►' J ;�JULTCN IE LNG RIDGEOAK STIrk v y JOYCEw : `, ► ■SHEILA LN r Awl lie 4FF_ ; Q) .41 NI ` L / y' R� > +. Location Map Legend Exhibit 65 1K �(s ® Project Area Existing Basin Existing Ponding Extents Proposed Ponding 0 1,250 De th ft Proposed 5-YR Ponding - 26 Feet Existing Storm Sewer Existing Lift Station _J Proposed Basin p _ \ } < 48 DD6 Channel Proposed Channel Improvement 0.- .50 0.50 B EAU MO N T ,. - , Lockwood, Andrews � > 48" - 1.00 T E X A 5 - ~ d� La n & Newnam, Inc. Non-DD6 Channel ► Proposed Storm Sewer 1.00 - 2.00 z.�4 > 2.00 Master Drainage Plan A LEO .4 DALY COMPANY g ` 1004-A f 1004-B 1004'A �...W004-B 1004Y - L N WdND�E--MERE yy ��so Fr ► PY WIN ME {o �� , op'F ;',�J erg , ' SOMMERVILLE CIR `r r :: ram' A g PINUO CIR ` `STLE DR �r *• # � r "• *` rO1J� WIND,CA r 4 0: F.p., * VUIIJrDCASTLE ` -AWINNSBORO CIR �'' "r f p. gyp. Z •'b � � �. a , 4 .. ,� If ` rvolw GLEN ROSE CIRr� ` 4.. d a LIN ^' 7r � ,. U O s ; Q- e j r �� , 4 , �' ■ ■ '. HOME CENTER DR rQ 8 �r 0 � � U -71 cn ui �. ■ W 1 �R LL HWY 105�,aa.` ►�'► �" `4 �, � 9 . a ,_ • ..f.:. . •yam � . I � - � �A+v✓ r• y _ I TOLIVAR RD TALL PINE ST �••' —r of ,r' �� . •'r+ �_'„;� J1LCN y r+. ,`$• 7q. •,.v. T `a? .:.•:�i . �� . ► } �+r✓•. � ,a.`1 ._.. ■ J J J J _ '► .y�?,d` ` -f • • r ' x ... ..`r`. - • I Z Z' Z J J Z J N - ~ F- OQ.� F 's~,Y ►7uy---iiL� y,r `'�' Y"° - -_ • " ; J J J W Z J F- Z♦ CA y �+ ' _ii y sn v } ^y �' , '.i v,•.' � :� i' W > —�, Y J_ J cn F- - Q' w W ■ ... �r ti `d? J Q w U J 1n �Z: Z G. , � rr• JL• �' . ' -A 'k- . ,w. = t U Q -� W CO Z W — O .. 5 4�:..•,..�-•:p" A a1 Mti; y�.rt�rv- � + Z Y Q a F LL r+rsl i r :.•'3,' �; r .:. - ■ ■ JULIE LN AP RIDGEOAK ST joYCE { 7 ► SHEILA LN 1004 i jEt iuj a r 1 i �..Aryty.!!�� ?,=a'�I. '= �''• ' � .,ifs:: "` -,(sue 4 � '' •r a' Location Map Legend Exhibit 66 1^ f Ra ram! h � � ) ®Project Area Existing Basin J Existing Ponding Extents Proposed Ponding proposed 10-YR Ponding - 2B 24 Feet 0 11250 Existing Storm Sewer Existing Lift Station Proposed BasinDepth _ } > 48 DD6 Channel Proposed Channel Improvement 0.50 - 1.50 B EAU MO N T ,. `� - , Lockwood, Andrews � > 48'F 0.50 - 1.00 T E H A 5 — r'y ~ d� La n & Newnam, Inc. Non-DD6 Channel ► Proposed Storm Sewer 1.00 - 2.00 z.�4 > 2.00 Master Drainage Plan A LEO .4 DALY COMPANY g t • �memo1004-A 02 1004-B 1004-A - •^ _ r14 A i Y A, N WINDEMEREIDR 1 r i "is - ► s" I �(p� O ' WINDMEADOW DR g 3 I _ .. t i. 1 • SOMMERVILLE CI RIlk gPINUO CIR ' yOF� WINDCASTLE DR ��+ i ' T WINiDCASTLEIUR. ' WINNSBORO CIRir +i r r , GLEN ROSE CIRrW ,T _ • i U m ' OQ J40 � �. ■ ■ -?b. _ F r . _ 4 _ __ f HOME CENTER DR co . �". ` 11 Fn q } w i a� W ■ ■ ■ ■ ■ • ► j ■ HWY 105. ►�F w ■ L ► ■ ■ W, A1 ►A.rA . I' ■ _ )1� . Ay. .. •r1 '*" " r: r TOUVAR RD �„ wu-'. • �- d,..r... �'. �-. - - -� .fir '_"��ir• TALL PINEST ■ Or Cr � � -,, ■ .;•_-._,t J J J J _ Syrr. r a. G •�L d r .• ' Z LyF U R Z J Z F- ` 7; aO *J Z Z fA-1 Lu j o a Lu W . - { O Q O ¢ w w. -1 W N o z ram. w >. . m ? w o Z Y J 2 ■ : n a a Z ■• A l ■ RIDG r EOAK ST IV, r x JOYCETLN J'ULIE'L'N4 +' ■ ■ If � SHEILA LN looa _ • t P 7CPA! Pk'!ram - , ' lop,�� j �y 1 _ _ � a i � •a 4 4 1F. •r � �� i op ✓w r #. ¢ A UA Location Map Legend Exhibit 67 r^ �a,1. ( p ®Project Area Existing Basin Existing Ponding Extents Proposed Ponding t 0 1,250 De th ft - Feet Proposed 25-YR Ponding - 2B Existing Storm Sewer Existing Lift Station _ Proposed Basin 0.25 - 0.50 DD6 Channel Proposed Channel Improvement 0.50 - 1.00 B EAU MO N T Lockwood, Andrews > 48 T E X A S ~ & Newnam Inc. Non-DD6 Channel ► Proposed Storm Sewer 1.00 - 2.00 z Pd +�4 LanA LEO A DALY COMPANY > 2.00 Master Drainage Plan 1004-B 1004�A 100•4' B ..w �1004-BY N WI'NyDE--MERE DR � � , 1 � a a • } ti ��G rt 0 r / WINDMEADO,W DR S ►r,yy� SOMMR, ENV, ILLCIR PINU • CIR � O�� WINDCASTLE DR _ WIN1i9CASTILEaUR. ; i ti ~ �A s • l f a _ WINNSBORO CIR i • ` t `•" - %p N - Z rr. # r► r►S ' w GLEN ROSE CIR j *� "• M w 'P to a� ! . m i� R f { + HOME CENTER DR Q z s LL 7 r +o - ■ I. r a r rr • ■ ■ •■ r ►ram., p.�� , wr y r - a TOLIVAR RD TALLPINE To JILL LN OF w 3 NCr - 1 Z J J Z J ad Z F- ~ f'•- - - a .,�` .:� J J J LLI } .Z - J F- N � Z _ N - IE y �• - •'r r J 2 R "IJ J_ 1N F- Y a Lu O f- O Q n ULu W N Z M Z G� f. Z Y �► Q d F- ■ p `Z I s ■ L �JULI'E O RIDGEOAK ST ! r*� • A + r , • ■ JOYCEILN ► � SHEILA LN 0. ! • r 1004 r � s V..•1004 r !wrF .try 4•�'� r Y y .op ` O dip. 4 r . a a OF16 Location Map • Legend Exhibit 68 r^ f 2%119A JJ -%` �() ®Project Area Existing Basin Existing Ponding Extents Proposed Ponding t 0 1,250 De to ft Proposed 100-YR Ponding - 2B Feet Existing Storm Sewer Existing Lift Station Proposed Basin p _ } < 48 DD6 Channel Proposed Channel Improvement 0.25 - .50 0.50 - 1.00 B EAU MO N T Lockwood, Andrews � > 48" La n ~ d� & Newnam, Inc. Non-DD6 Channel ► Proposed Storm Sewer 1.00 - 2.00 T E H A 5 — z.�4 > 2.00 Master Drainage Plan A LEO .4 DALY COMPANY g -n IL C ,S rrn m r 'f- a s� _ s77 DUSTY LN LEWIS DR 1002-EJ CLICK DR SCOTTS DR m N HURLEY DR � 901-A�+ ��1002-D ram. 9� GUESS;RD .. �O,p 1°oti° JODY LN O N a° CHIN W z cn Q O � z � W� Z J m rQ 1 p9 N., , C �C-11, _ = WILLIS LN �p O W N p Z Q GRIPPING RD � Location Map r - 1 10 — t 0 2,900 } I Feet 5 `? Lan& Newn Lockwood, Inc.Andrews � Newnsm O 6 y_�fl' A LEO A DALY CDMPANY 120o 1200 PINEY POINT HOLST-ST ■ F Cr. RIUGEWOOD ST a_ -- • GAGER ANE- �906 900 1 Q 902 ' lr} l oM iy� m ROSEMARY ���IyIE"�,gWV�E MCANELLY D W RD FALCON LN• goy RICHARD 901e2 SUNBIRD LN 902 LINDA L � — M W m° J j J fA W GAIL DR - f •r Legend ® Project Area Existing Basin ► Proposed Storm Sewer Existing Storm Sewer *` Existing Lift Station Proposed Basin } `48 DD6 Channel Proposed Channel Improvement �' 48 Non-DD6 Channel M n-.. Exhibit 69 Proposed Improvement - 2C Master Drainage Plan j Ss�,po R Q O a. ' 06 C`�2� y9G� 0 +20o •" z o F= 0ca 9�p �o s o u, uo L) 'G . Y+ .. -J.• 1L +.s:". Y': w r �l ��` IPA W TRAM RD •` ` ;'j 1-100 ►. .� z EWOOD RD 1' yam• `I F m BYTH , a o � 1 DUSTY LN .LEWIS DR 901 ' 10oz-e CLICK DR :1 -4 Y SCOTTS DR r L t. • . PINEY POINT La - � �;�-�:��"` '# : •,�r;:;. ''z-'' m : _ �'' � �. N ° • '> ' [ HURLEY DR A N211, HOLST ST ► P 901-A N a S Q 901-A y #? a r •,� - ; .: RIDGEWOOD ST Q : a r s A -•fir i Or - o m 1002-D': _-1002-D•' iR,; - O GAGERAVE� Y 902 A. O i '9 '► ' ' GUESS i2D- JODY oG ,.A905-B d7 `� � �� CHI ► _°� ��/F �� e�� N:.... °ti"■. ROSEMARY DR� t � • 1 oti Z fn J y�r r �. " ►Y (� r T Q O°� MEADO.WVIEW RD +i MCANELLY DR Q m W N Z Q O -J 905-A�yi}905-A o W a 0��� r►—� FALCON LN• 0' RICHARD DR w ", ,. _ ca y0 4' Z Nl 9 RrJ 4 °'a SUNBIRD LN� EC s_. * 0 2 LINDA LN 902 J y WILLIS LNOr m • .goy to 4— o W_ i Z . oP W Z J Q r uj a, V) ;. GRIFFING RD ■ GAIL DR ` V �At x n ROLAND RD Location Map •LegendExhibit 70 r^ S�2%1' ` Iwo , .[ ®Project Area Existing Basin Existing Ponding Extents Proposed Ponding 0 2,90() Depth ft Proposed 2-YR Ponding - 2C } Feet Existing Storm Sewer Existing Lift Station Proposed Basin p 6 DD6 Channel p p 0.50 - 1.50 B EAU M O N T z `� ` Lockwood, Andrews � > 48" Proposed Channel Improvement 0.50 - 1.00 f� = d� & Newnam, Inc. Non-DD6 Channel 0-Proposed Storm Sewer 1.00 - 2.00 T E x A 5 - La n .4 > 2.00 Master Drainage Plan rffi A LEO .4 DALY COMPANY g 0 AN � 6R DVSs � ? �� - .; � Q •' � i � F Fs m O W ca rr to t' Z W }nU 2p0 r ..y` s. f- >G • U �+ x _ S • s� ��1. 1zoo 9 _ �- h "'i • a '� � _ _ �` T i'g� , 3 i2oo 1zoo RAM RD �y �C 4 ' h[ 1 G 1 N m BYTHEWOOD RD, "i.: ♦.+a -. IN 44 yam.:.. =M.-... �•. ��o r �-� S '"�, r =y- .,�.-r. � `-:.;. . �. � r '{ DUSTY LN LEWIS DR 1002-E` , ..3: CLICK DR-- - - 7,1 Z _ ... ii • o i SCOTTS DR ` PINEY POINT LN ,r HURLEY DR �` _ -A HOLST ST 90 Q�JP 9o, T - T ~ \ rV �i .. r• 1-A ..R r .. E .• Y 1 �:• � � � UGEWOOD ST Q }� • �- 1002-D 1003 ■ ,oaz-D, w�.--r.►-' - t S OL . ,..- - .. j kr .,. _ w(. R AVE 14 —906 .i=�• A3 y J yo 11 ' 902 °o if y ; GUESS RD Doti r i rt a. JODY N f r '+" • .. 'Aid � ±�0 N `N . ,,.�-L. '� � ,1� _ CNN., o r °'� 9 2 N °� • ROSEMARY DR ° Q O o z y� MEAD MCANELLY DR —� ►Y -•.• f 4 " i 2 Q O Q " OQ O.WVIEW RD Q m 9 W z U A • ll.l 0 905-A f - • W !Q- w„1905=A Q o m Q 0 FALCON LN o RICHARD DR _ cn 1` ` z i► = LN RrJ Q o SUNBIRD LN i ► ° LINDA LN Z _ 902 A C� f WILLIS m % Is N oF' W ¢ {[ 5 f Q r - * Lu aF.. cn GRIFFING RD ■ GAIL DR m Location Map Legend Exhibit 71 Project Area Existing Basin Existing Ponding Extents Proposed Ponding - � ft th � z,9�() Proposed 5-YR Ponding - 2C } Feet Existing Storm Sewer Existing Lift Station Proposed Basin De p ) 7- = —� < 48 OR Proposed Channel Improvement 0.25 - 0.50 Lockwood, Andrews > 48" DD6 Channel p p 0.50 - 1.00 B EAU M C3 N T 1= & Newnam Inc. Non-DD6 Channel Proposed Storm Sewer 1.00 - 2.00 �d �!C-40Lan A LEO A DALY COMPANY > 2.00 Master Drain - m V y\i W '`� ■ Ci 'Sir+^ r- TRAM i r N m BYTHEWOOD RD - i".: • .. "R" 0-1 DUSTY LN LEWIS DR CLICK DR• t F o SCOTTS DR L m +� } HURLEY DR 14 ' %n *-, J .--- I •I�A' ©OO PINEY POINT LN • ; F N RIDGEWOOD ST Q _ t — —GAGER AVE-krw ii �, 900 2� . 4;/ r .}+fib' , , `..:� -• 11' � • , i n S� m°' P� '~ � r : . - •- GUESS RD 5 r �, �,0 a _ •- r. Q ♦ . - :. '� i L •Y* a•y �O ^oo�� fir! *� JODY LN P �. 905-B *• r � C k - �•.00ti oo� J, s .. ROSEMARY DR.. z r' I • ^oo�: Q NO � � ` J � .,�. it � � .� r - o' M MCANELLY DR �Y i -� EADP. OWVIEW RD r - W W Z O ►' ' J 905-A _ 905-A o m Q O� ► ■ FALCON LN• 0- RICHARD DR _ a •3 * pG9 * °>�2 SUNBIRD LN r ► l �{1 o LINDA LN VZ �2 C1 ► WILLIS LN m �.� 9oz NLu V. Lu )k 1 .1-11, - . 4 I R.. ... ..ark , ... .r {ter -�• _ - N am • a : t3 W - 1 3 - • r GRIFFING RD , - GAIL DR SJ �`� `. i.lie . " A41 ILL %1 _ k : _ ROLAND RD. Location Map _ • Lend Exhibit 72 ®Project Area Existing Basin Existing Ponding Extents Proposed Ponding 0 2,90() ft Depth Proposed 10-YR Ponding - 2C " } Feet Existing Storm Sewer � Existing Lift Station � Proposed Basin De p � � 7- = —� < 48 Proposed Channel Improvement 0.50 - 1.00 50 � - - , Lockwood, Andrews � > 48" DD6 Channel p p 0.50 - 1.00 BEAU A C3 N T 1= & Newnam Inc. Non-DD6 Channel Proposed Storm Sewer 1.00 - 2.00 z d •c,4 Lan A LEO A DALY COMPANY > 2.00 Master Drainage Plan 0 - M -,f tiN . . . . . . ..... IL k"R f Z� �• � O RO � p a •1 :����� AN2� 9G� 200 s4fG1r r w ` itca Y 200 12 0 ��� TRAM RD ' ' r �• _ aqa _'!� aJ�' - ' �, t ItI : wry k� r` _•�� n _ � � + r x ■ Y } E�11z00 '# n 13YTHEWOOD RD•ter. 4� Air C R - y Off• . ti �v DUSTY LN LEWIS r 1 ■ � � � � 4 •Q7 .* r r s • _ � a �� � 901 �• • n � r t :.=. • ooz-E - CLICK DR �. co TTS V r HURLEY D 7kr " ■ fit`\ o°N .� r. 4 -1 yt r �HOLST ST s Q a RIDGEWOOD ST Q laoz-o i�yr Or ...• o 'r t-F '�_ is m R 1003 ■ - -GAGER AVE-' ' •�90�6 900 `} • ' � 1£q �• �� x�'" •9� ►GUESS-RD" v =' � y. l ..y Z '� ♦ � r•. :f A� - �O oti JODY �` !15 .1,- oo� t sos-e ti -p N a• O CHINK ; � ., . ■ �o • . 'y • s '� �� .90� r £. G °? N► _. , . - cam" 1 �` ; ROSEMARY DRis `. ;. �► - ' o MCANELLY DR N ■ s ' 1 o z,. ,► i . �i4 MEAD �Y 0 ►'t' * N Z Q Si.dfiw '� �8 :s �yt[ �Q �WVIEW RD t ! m 905-A r �- W 7 U J �`C QRr J= 905-A a z CO Q ■FALCONLN r ' ICHARD DR N W Iwo i ► � °'e ■SUNBIRD LN r ►' �� � l F� � w•.f. ' � LINDA LN *.,z 2 } i■ n �r f .���.• a;+ `aL�LILN _ 902 ri J a O r lob - r N 0 i` i w•-P ■ LEDJ . � *A \ - •.Y Sx J'0 GRIFFINS RD.{.- t GAIL[Q'R w as "s- �ir X rtY r �. IL � r`�� ' k s •�' +- `` �,. � � �.; _ y W ,<._...�-r e . tir' FtO,LANU iZD-_ Location Map Legend Exhibit 73 r^ I 4 1 201 1W®Project Area Existing Basin Existing Ponding Extents Proposed Ponding proposed 25-YR Ponding - 2C 0 2,900 " } Feet Existing Storm Sewer � Existing Lift Station � Proposed BasinDepth( ) —� 48 DD6 Channel � Proposed Channel Improvement 0.50 - 1.00 B EAU MO N T ■ z , Lockwood, Andrews � > 48 0.00 - 1.00 T E X A 5 1- �� & Newnam, Inc. Non-DD6 Channel Proposed Storm Sewer 1.00 - 2.00 0.4 A LEO .4 DALY COMPANY - > 2.00 Master Drainage Plan rffi -n m Z p Z O SS. 'A - SRO R ;� � p ��` � .c• �2 9GF W 9� Opp ca IPA c7 'rRAM V1 ♦ 10 `'� BYTHEWOOD RD';'' ,,. .w zx s wy z DUSTY LN LEWIS DRfi' O 10oz-E CLICK DR Y=Y� m e: aY y: $ SCOTa TS DR ' � .q .Y T" PINEY POINT L-N HURLEY DR..` HOLST ST ■ r - .. _ - •� 901-A - - a. — - • - 01-A1111yocIEWOOD ST Q `L O o m 1003 laoz-o moz-o ' t. O, W F _ - - GAGER AVE—' - 70 902 906 -906 21 v i�i . T M1 9� GUESS RD k .� O Doti JODY \ o� yW905-B 1 -4. G °°2 N �- �o� ROSEMARY DRY' Z sti ♦ ' i ^Doti ZQ J i . J .� o ME MCANELLY DR Q O Q } O� ADOWVIEW RD ► Q �m ■ ,r. _ 1 _ 905-A - O L a ,� RICHARD DR w.r905-A . ppQ `w;;�. ti p� ■ ■FALCON LN• o + _ •,� pFi Q1�r Fy;, _.::• ■ SUNBIRD LN r ► . 1 i ' LINDA LN '0�z 2 r�, *►. f z 90z• J ■ L ,. �r WILLIS LN m ■ w P Z 4F Ij N O w y lY Z 40 GRIFFING RD- GAIL DR �i- q w• ► _' -_� ROLAND RD JAL Location Map Legend Exhibit 74 y^ ft Depth S�a�' ; �[? ®Project Area Existing Basin Existing Ponding Extents Proposed Ponding — � � 2,9�� Proposed 100-YR Ponding - 2C } Existing Storm Sewer Existing Lift Station _J Proposed Basin De p ) Feet DD6 Channel p p 0.5- 1.50 f� z � BEAUMONT `� ` Lockwood, Andrews > 48" Proposed Channel Improvement 0.50 - 1.00 T E X A 5 — = d� & Newnam, Inc. Non-DD6 Channel ► Proposed Storm Sewer 1.00 - 2.00 z La n .4 > 2.00 Master Drainage Plan rffi A LEO .4 DALY COMPANY g m ■ %GAGER AVE -. r �V ipr-905-B--- y N �OCF - m n �V ROSEMARY'D.,K__ u- _ 4�7 y G�MCANELLY DR MEADOWVIEW :RD 0 ° � � 995_A 90�A FALCON LN RICHARD DR m w SUNBIRD LN LINDA LN Wpm WILLI'S L►N � ., , m 2902°M moo`' a—BRACE-LN ii O C °P ATIiERIWE LN= a fjj z mBIGNER R�:' GRIFFING RD GAIL D .. w J Z p F9��A � • t ' R©LANU O MARGARET <,� 0 us W UOBSON RD 9NA- F — _ ALARRY LNG WOODLAND PARK DR i v r JANCAR DR _ MAIDA: RDA p f ! 00z-Qz AVIE LN `MST DR Y p J CA w o Lu Q - p J -001-B & ZO TLEDET � w 50 � �� U .' WILDWOOD DR YTUPEL04LN �Q Q.x coG��HARMONY LNBENNETT RD RD Location Map Legend Exhibit 75 t0 2,500 ®Project Area Existing Basin ► Proposed Storm Sewer Proposed Improvement - 2D } Feet Existing Storm Sewer Existing Lift Station C Proposed Basin l - Lockwood, Andrews } ` 48 DD6 Channel Proposed Channel Improvement B EAU MO N T LanCOMPANY& Newnem, Inc. � > 48�� 0 a o A LEO A DALCOMPANY Non-DD6 Channel Master Drainage Plan •�j� • 4 Y 7' `' " r �+"' -`..PINEY POINT -N; . 81. ; m HOLST ST ■ � sot -A. � � • - ' � �+ ■ N i ' Z � p a RIDGEWOOD ST 4 m • �' c� �: ' � � � GAGER AVE r z 9* LLI .!l .3 iQ w ,� • .w 906 906 i �* .. 4. . � '�•„ '.. 4" * y � , is s •gyp , ' y. . s �� -N o 4- mil. ROSEMARY DR }'y9 ■=r'' ' '�� y�1 �'�� s� MCANELLY DR Y .'F� N ■rN ■ p MEADOWVIEW RD +� 0 r x Q� RICHARD DR m�9o5-A+ as-n • s FALCON LN w ' a -SUNBIRD LN �j Y 2 // LINDA LN WI'LLIS LN. r z e mop a BRACE LN +.R 0 .i p P CAT H"1 NE LN 83 � s OC r N BIGNER RD GRIFFIN.G RD - GAIL DR � t r t�Y _y� 4. 2 Y + 4 F� ° ' J ► O ROLAND RDA R 0!6 ROSE LN# ►■ y r i `6uJC L O� ,A MARGARET <� a DOBSON RD 900-A j LLI Cn : r. * ALARRY WOODLAND PARK A rr ' MAIDA RDA ' Ag r r r JANCAR DR °b 2-,"y2, Fr ■� ►y a AVIE LN I► ► r ► P�UMET DR k 7'QO v g� �O �� 9■ w Q ay`'s�WLDWODD. u � •QTUPEL�at11 s m .T" .'J- 9 HARMONY LN z BENNETT RD ley. DET RD Location Map Legend Exhibit 76 ' 9L6 ®Project Area Existing Basin Existing Ponding Extents Proposed Ponding t o 2,500 De th ft Proposed 2-YR Ponding - 2D Existing Storm Sewer Existing Lift Station Proposed Basin p t 0.25 - 0.50 Lockwood, Andrews > 48" DD6 Channel P Proposed Channel Improvement 0.50 - 1.00 B EAU MO N T 1- Lan & Newnam, Inc. Non-DD6 Channel Proposed Storm Sewer 1.00 - 2.00 T E x A s �!C-40 > 2•00 Master Drainage Plan A LEO .4 DALY COMPANY idol�� ' 4 ray PINEY PO:INT„LN �_'"`-� - r. !ram --r.i • �.• � *x �. 6`'Ja zo m HOLST ST ■ RIDGEWOOD ST m A ° s'� . ■ ■ GAGER AVE 906 ,� � P • - ,'^y- M1 BOO -+ .r , ., ^�� _ :.e ._•! Otis r •� r ' IF P4 IF ROSEMARY DR- f � m 'n'•' ., }" O ems' Z 9 +#. •::� .� MCANELLY DR MEADOWVIEW... RD p p o 3 ► 905-A 905-A o' • . S . y } • T g` FALN RICHARD DR W ` - Z ■ PRUI s _ SUNBIRD LN 'LLIS LN 'e2 L�-•+soz M �, Q-BRACE LN • -cATNERINE LN,. _ .:'.. i a A .�BIGNER RO - 4 .iFji ' m r GRIFF,I',NG.RUa, GAIL DR ■ �. ►■ R ■ W 9tP rsr 4u � y O �S-ROL'-A{ND RDA . R f- - .. .. .'�!O ROSE LN '► y F , • .i r Gp r o MARGARET<� a. + • <.. i' DOBSON RD '1 '�`_ _!.aL.. �. { ui rc ALARRY d,•,�. t - S * PARK©R 1 - 1 . L -•.� lzt��a WOODLAND �- ��;; Y WO ■ DR k f .. u.i.MAIDA RDA` - t • s` , JANCAR s AVIE LN �'..�....Y•►. ET DR r rs w J pLUM r•i _ '❑ Z J1� — W y� s.4' W 9p roN Q- s� ��� ¢ WILDWOOD DR C' = -N 9 QTUPELO r' G� 5' 0,9 HARMONY LN � k' „< -� � ° � .BENNETT RD .� �..`f►ri' 9GF L • ' • ai 4. t ''i DE T RD Location Map Legend Exhibit 77 9L6 r r., �[� ®Project Area Existing Basin Existing Ponding Extents Proposed Ponding t o 2,500 Dth ft Proposed 5-YR Ponding - 2D e Existing Storm Sewer Existing Lift Station Proposed Basin p t 0.25 - 0.50 Lockwood, Andrews > 48" DD6 Channel Proposed Channel Improvement 0.50 - 1.00 B EAU MO N T 1— Lain& Newnam, Inc. A LEO .4 DALY COMPANY Non-DD6 Channel Proposed Storm Sewer 1.00 - 2.00 T E x A s 04 - > 2•00 Master Drainage Plan rffi PIN%Y POIN..T"LNvf,,- Y ,- - • ' ySr'6_� liy'ti �� 14 rr �i :.�n. � . _ „i;. m _-► HOLST ST r `' �� •. _�:�,z 'A '�-,+1�".`'• - '• ri �' fit.• ■ so« RIDGEWOOD ST 4 4 p �. # . ■ ` : ca tY ■ ■ GAGER AVE ia 906 .. ..r �. ' •yT ia• iT .. 0 y' y ROSEMARY DR a . 0 INC" cL fn40 _j 0 r < MCANELLY DR -.a O ;..: IVIEADOWVI Q g O � 905-A"- 905-q o: RICHARD DR m .- T. 1 y� FALCON LN W Z ■ TRUE- ` s s SUNBIRDjL. N� = LINDA LN Spy 2 - oe ■ LN �--++soz C) Y.—BRACE LN • WILLIS � � Y- R � °� Q ii • , , oP CqTNER�NE LN; a41 "/ PIP P GRIPPING RD ,� F - ' GAIL- DR W11 ROSE L► N �►� 1 ~ -�-" r ,s R� = t~ • MARGARET ,� 4 a *" • ..5,,, k s DOBSON-RD 91 �— t:lt uj Lu ! �`✓� ALARRY WOODLAND PARK OR r. �, { !�At A _ ¢ JANCAR DR ���' ' INAIDA RDA' ooz-nz AVIE LN r' ►, * MET DR. #* ."x ; ��T► r a :�i J d• OC CAS- A ' 1- u1j v 5� VIP "N U WILDWOODDR 1C = .L/.� ■ ��Q . r. Pg�Gi Q FL� f� 9� tTUPELO; NETT RD m G� ► . �y �L ■ 9y HARMONY LN ■ _r .*:, _BEN f GF T e •10 DET RD Location Map Legend Exhibit 78 r^ �`a�'�• } r.� �[� o 21500 ®Project Area Existing Basin j Existing Ponding Extents Proposed Ponding Proposed 10-YR Ponding - 2D I Existing Storm Sewer Existing Lift Station Proposed Basin th ft De p ) _ } Feet Lockwood, Andrews & Newnam, Inc. La } 48 � > 48" DD6 Channel Proposed Channel Improvement Non-DD6 Channel III -Proposed Storm Sewer 0.50 - 11.00 1.00-2.00 B EAU MO N T T E X A 5 — r rffi A LEO .4 DALY COMPANY > 2.00 Master Drainage Plan g �J All It n ti: .. T. x to Y t ■ HOLST ST Jr RIDGEWOOD ST r m cWi.A ' ■ ■ GAGER AVE 14 .Y � .l • F . � 1• 906 L jr' • N1 i< . ~ � � �` °°`b . moo`' i�'��'•.. � r ROSEMARY DR MCANELLY DR N'�'" y•+° 1 + 'c ��#. �. -h. �' ..MEADOWVIEW RD►. w4 {� ,+,A i ,a yy7a m e AQ'� p �4 (� gas-n �� • ' w,wd. 'Z1.. •C 9°1 .ems• --f^• 00�'-A . ! , ' .n is • F S- $ uJ �,r' �. FALCON LN V RICHARD DR m • 3r 7 F-..■-... ■ FRUES SUNBIRD.LN LINDA LNN •e L-.y90z ■ gr-#.¢' '"� w . _: �`' Y BRACE LN ■ WI'LL'ISA.LN m 2 :y a �- � d ,�,�, as . �� :• _ J,+ e6" I�R FiD r .1 - GIRD-- GAIL DR ; r GRIFF�I',N� j 4F x . J. RD + r` Q! 'n '`', :fo�P • ROSE LN 9 MARGARET <,. ; it,,.. ." - .5r DOBSON RD I—; t L Lu AL ARRY L N e �. ° — — .� PARK DR '° ' � " -.. � • �.. WOODLAND `• 6 *,MAIDA ii ' , r JANCAR DR : RD ooz-nz ► ° f0 AVIE LN L L&Mel DR r ■ QO - o l a NO 9��, WDRV WILDOi YTUPELO L 1���Q ■ +t� QoC v` zc7 s. G,rP� �•. ��� GL� r �q HARMONY LN ■� ■ . � BENNETT RD ' • f '� L" a R 9G� T r ■ DET RD Location Map Legend Exhibit 79 gn .a r., �[� ®Project Area Existing Basin Existing Ponding Extents Proposed Ponding ( 0 2,500 Proposed 25-YR Ponding - 2D ' Existing Storm Sewer � Existing Lift Station � Depth ft Proposed Basin p � ) Feet } 48 0.25-0.50 DD6 Channel Proposed Channel Improvement 0.50 - 11.00 B EAU MO N T Lockwood, Andrews > 48" T E X A 5 — La & Newnam, Inc. Non-DD6 Channel III -Proposed Storm Sewer 1.00-2.00 r> 2.00 Master Drainage Plan rffi A LEO .4 DALY COMPANY g _iG� 03 • ,.,,�-�' • - sai-n � A �c;c ■ HOLST ST ■ F- ww y 901-A •Y` 9 - Z - - _ �- RIDGEWOOD ST Q n i,, A " .�m 4 r _ 10--GAGER AVE 906 ,7 ter_ � � y: 906a—•^.,..,-._. s �► rIV v m T ■ ■ ` O A ROSEMARY DR y GAO MCANELLY DR --r_*Y r p e . me ��� ■ MEADOWVIEW RD 0 � -_ RICHARD DR- ' m • FALCON LN• a W s _ 2 f ► �. SUNBIRD LNr • _ LINDA LN '#0J ` o ■ � f rn WILLIS LN e2 `302 3 r. Ya— BRACE�LN �oM aoGi - O ►4 A °o^ a P CAT GRIFFING RD ■ GAIL DR �►►■ R ■ �� '"° -� J -, T o'"P ROSE LN y N "T :.�..: .ti 41 .14 Lp MAR MET,( } -.: Y t DOBSON RDLu 900 O t it ui 0 ■} .+ t r }' ;.,i 'A ,. —►■ rl•-►'lair ■ • jLARRY L N :- w *- 4 WOODLAND PARK DD R kr WOO JANCAR DRMAIDA -� d'• i t d ■ ( DR= ooz-Az Mom. ; 2 r" A:� AVIE:Ll `UNIE a' 5`' Lu �O FT TN"; Q i p TUPELO' LN s Q x ,� j C7 ` �L ■ y O9y HARMONY LN ,5�� .`r r - n BrENNETT RD i K -R -1 - OFF R- - �k w EDET RD Location Map Legend Exhibit 80 ®Project Area Existing Basin Existing Ponding Extents Proposed Ponding ( 0 2,500 ft Proposed 100-YR Ponding - 2D _ } Feet Existing Storm Sewer � Existing Lift Station � Proposed Basin Depth � � } 48 DD6 Channel Proposed Channel Improvement 0.50 - 10.00 .50 B EAU MO N T Lockwood, Andrews > 48" T E X A 5 - & Newnam, Inc. Non-DD6 Channel No -Proposed Storm Sewer 1.00 - 2.00 +4 La > 2.00 Master Drainage Plan rffi A LEO .4 DALY COMPANY g f4i 7._ MINNER DR P101 f 001-Al �tOg` -IS S� w J KINGSWOOD OR z On' + � U m * + •4 PERTH PL +�. + • LANCASTER LN�X' '`�+4.; ,hA1O44ti _ ? � v _ CMARLES ST W O zi co PICADIL+LY LN iC ' R 0 BETTES LN .�.. ■ z + ~ • �n o p LORILEE ST p s - �2 ■ r 7L.MRILEWESiT__A O m DEWB#R%LL�N O�.A Cn = 5- �� o MCHNALE ST HAMILTON DR �'A 44 l� R MARGO LN 1 T. ,M LA LN �. J SprR,� • IZ �4._ — �• ■: ■ P yam► ■ L.. m O� ;+ r 6cn Q Q` ��' e t , z O o - a R . � �'40 �'�• �Lp y ay S( Y w w � w z 3 ca AL ` ' �� JTYE Location Map -r Legend Exhibit 81 1't o 1,000 ®Project Area Existing Basin ► Proposed Storm Sewer Proposed Improvement - ZE - f Feet Existing Storm Sewer Existing Lift Station Proposed Basin " < 48Proposed Channel Improvement B EAU MCA N T •ij ``� Lockwood, Andrews DD6 Channel � p p T E H A S Lana Plan & Newnem, Inc. > 48" Master Drainage O � � A LEO A DALY CDMPANY Non-DD6 Channel g ` IMINI DR All PvOo 5P,s # KINGSWOODCOR ■ ; 1.. V� �...:' wi r S. <m NFU W Lit h� �rz 4r 41P J { y ,. 60�$_` PERTH PL • , p _LANCASTER r V �. *� ♦r V y ■4' ? CHARLES Sf + ■ v ? ?Lu r u! ' ` y f t '� oo Z Y # 1 4 4 ti �y � W Q IL * O ,� � ■ o ■ i 41) PICADILLY LN .� Y ' -- , . sue" Ro ► y ':� 4 Al GI r s ■ 00 o oqvc BETTES LN ■ +•{ + '■■, •ir ■ , ■ cPo ,, r '• pr a LORILEE ST i "'�W O A, III ■ LORILEE.S*T �' o r iyp_ fi! O Q P� w DEWBERRY LN ,A * _ J y �"� A&MIIWON DR ! 'A40 a 7►� ■ � +► 1 t OR P GO LN / A IF Am At.,,,. LANDRY LN + r rFti� ■ • L ■ .,�Z r I Lu rr P. }� Cn >. OlrR6 O 9 S� +► zo• Q O p & z ' Y wf� LL pY z O BURR B,`O o M14R -f wi a �s0 9L O - TYLEEl S-T Location Map 7 r Legend Exhibit 82 r^ 9L6 , [ ®Project Area Existing Basin Existing Ponding Extents Proposed Ponding Proposed 2-YR Ponding 2E 0 1,000 I Existing Storm Sewer � Existing Lift Station � Proposed Basin Depth (ft) - 7 Feet 48„ DD6 Channel P Proposed Channel Improvement 0.50 - 1.00 B EAU MO N T Lockwood Andrews � > 48„ 0.50 - 1.00 Lan & Newnarn, Inc. Non-DD6 Channel ► Proposed Storm Sewer 1.00 - 2.00 T E H A S 0 r dry A LECI .4 DALY CC),1tpANY > 2.00 Master Drainage Plan V F+ Fe MINNER DR.51 AM w Ar Ar I' uJ V Alf r� ►RO W ` KINGVk SyWOOD At �$O PERTH PL 1..�: r �.r yy 60 +T `. 41 A, JP �rJ ir . CHARLES STD a ! 41 O �� r O_ • w w // 7l i y� r fir. m ■ ' PICAD'ILLY L+Nr+ -s _ _49 c�a v Rosh y� T . ,� i C►,!' `*`e * i R BETTES LN 4 " t •.__ % - + ' T LORILEE ST _ - d _4 tA. , o x - - L"ORILEE'ST ; - t•;+ 1 ;� F r O m DEWBERRY LN�Vb* s■ N J_ r 9'lj� -� d. MCHALExST ; • ► r . �+ 7 ■ y , 4r } S, HAMILTON �°- ,P I 4 i � � v t!t r 'S'j� ■ ■ A, I 7 r ti i• 1 ,° r� 1 1• Of 4 LANDRY.- LN+11 C Lu B Fn- Q HO! �o QZO a o OZ LL A,�Lp r ,. O9! `5 sq 4 } Lu m Q 0 <9 QpSz Q _ BreURRFA 4 J J J 4(`O so GF r TYANQ T Location Map Legend Exhibit 83 r^ �a [ ® Project Area Existing Basin Existing Ponding Extents Proposed Ponding t 0 1,000 ft Depth Proposed 5-YR Ponding - 2E � Feet Existing Storm Sewer � Existing Lift Station Proposed Basin De p � � —� 48 DD6 Channel Proposed Channel Improvement 0.25 - 0.50 B EAU MC3 N T Lockwood Andrews � > 48" 0.50 - 1.00 d` & Newnam, Inc. Non-DD6 Channel ► Proposed Storm Sewer 1.00 - 2.00 T E H A S - 0 �► dry > 2.00 Master Drainage Plan La n A LEO .4 DALY COMPANY g ti e .. ' MrIN]NER4DR1,AZ S� uJ ►�p�`NSpN �~ �e " I r F ■ Y� ~ ' L ' KINGSWOOD Dr? "s io per... -• Au,,- . XF p�$O PERTH PL .� r i►• hW.r. �_ LANCASTER LN ;/f. �CHARLES ST' +Y T oo W 1 1 or '■ r._ •'NPfCA;IYLS M }i y Fr y 44 G.. BETTfS LN ■ ar } si }3 fn O SA LORILEE ST 0 ■ LORILEE ST W v Q e s 0' r W41 DEWBERRY LN` MCHALE ► t , t tit * f —� �'' -1 �, .+. �- HAMIL`TON DR 'A F j. x , � r s ry + MARGO LN Qklo � . !..Z Z i . :+.. ~ , O . LAN DRY LN r P " �R�� Y Z t "* 4 ► % - y a E. L LW rn� F` "► LU LU 4e eG� , (n N Z O Z T r r� Y ��I ; . i�'! � _ Rr �'pGtc• - r �' YL�ER-ST A S Location Map _ Exhibit 84 ' 9L6 , [ ® Project Area Existing Basin Existing Ponding Extents Proposed Ponding t 0 1 Depth ft Proposed 10-YR Ponding - 2E Feet Existing Storm Sewer Existing Lift Station Proposed Basin p .50 48 DD6 Channel Proposed Channel Improvement 0.50 - 0.00 B EAU MO N T `mod , LanLockwood Andrews > 4$" Non-DD6 Channel ► Proposed Storm Sewer 1.00 - 2.00 T E H A S - �,` & Newnam Inc. 0 z dry A LEO A DALY COMPANY > 2.00 Master Drainage Plan M1 .1 a V4 x • MININIER(UR yv ti� Y K �� ► * 4sl of • !� P a IL 1� oo'n--wNt r ►`/OG� SONS('F i I' a' ,� + 4 Ilk i ►+ od - /: 400 41 '14 yr O`N�NO PERTH PL .- f..r r . • r r�� _ MIX r- ►1, . R v ~ 7 .r • +�+CHWR ES ST ii�•r r " Alp low of ti� :r 4 �1 01 z • u �' o :r �` ■ ► A�ORILEE STD OrI O CORIL"E'E-ST CO + WARni E1NyBERRY L►N _ t�,p ' i ~ ,, i r' ",�" N D } 'LL Yow - ., :. i - If 'lil. *,: M�MHA�EST*.a ► it HAMILTON DR r. f 4 ; IF r .. )"r 4W IVAptiR'* r LN *' y t t G MAR O P z ■ .. a :+ J �.w_ T -n ' i' y -�7 r f•- Y � 1 O� y LANDRY LN ■ r ! ■ ` • �y �y k ` '7�o �•^ Eul O C�NC►0�4 �~ Q�� eGR + N N Z OJ p Z O R O a O > �� p �' 09 f S� Y LU wl'' LU Z W y k, 136RR46) '71P sG f` •A — U-J A'..` l �x csj i. � TYLERarm- " "l Location Map Legend Exhibit 85 ~ 9L6 , [ ® Project Area Existing Basin Existing Ponding Extents Proposed Ponding t 0 1+000 Depth ft Proposed 25-YR Ponding - 2E 1 Feet Existing Storm Sewer Existing Lift Station _Proposed Basin p 0.25 - 0.50 —� 48 W Proposed Channel ImprovementDD6 Channel 0.50 - 1.00 Lan Lockwood Andrews > 48 & Newnsm Inc.InG. Non-DD6 Channel Proposed Storm Sewer 1.00 - 2.00 0 z dr A LEO A DALY COMPANY > 2.00 Master Drainage Plan i r rr ►� ` ��` MINNER DR y ■ r SEE S1- � y up NP LL KINGSWOOD DR F `� A JV4 �. �p�N�N PERT PL- aT LgNCASITI LN 41 cHARLES ST \ .Q 40 "Q� y ion IPA � r C?ADILLY PILtN - " s 'ti'►'�z iC (k" ■ •t"� ' i r - go '_, t ) iF G gETTE'SL•N # r �• ` O _ r ■ r - SA r LORILEE ST;0 yI m r.;ti. .D.EWERRY _ _ 92i�' - � .� ► HAM t - wy ,ems. /�L•�['' "M1— t ^ } � 4*' 49 Y r # ; 40 WA RG ku +cif r-•F `• rV .4 ;-. ti. - -:` :-1A ..J r ' '�J 1 `}\� _ pFz�� PS LLJ CO 4" �40 AP1 Au LL W Z ■.'AN Q k �k, BURR e� '� <; k ys 9L t7 ! x R . i x TIT5.7 Location Map Legend Exhibit 86 Ra 1^ f ry! h � � ) ®Project Area Existing Basin - Existing Ponding Extents Proposed Ponding proposed 100-YR Ponding - 2E Feet 0 1,000 E} ng Storm Sewer � Existing Lift Station � Proposed BasinDepth ( ) ' 48 DD6 Channel p p 0.25 - 1.50 B EAU M O N T Proposed Channel Improvement 0.50 - 1.00 =, Lockwood, Andrews � > 48" T E X A 5 - d` La & Newnam, Inc. Non-DD6 Channel No -Proposed Storm Sewer 1.00-2.00z Co > 2.00 Master Drainage Plan A LEO .4 DALY COMPANY g W W z 0 BENNETT RD r ■ MINNIE DR QUITMAN ST m , z J r r l ��p��N��. PERTH PL ■ LEDE, CHARLE�S-T�`'�`O IN W I1 46 �2 F o BETT�ES_LN ct'o (n ! F- F.y - z- � O LORILEE ST &Rmy_ �'w �DEWBELN y N O Y L m � MC WA -E ST J p U I Q r O W Z N HAM(LTR �1 - ❑ - - # W OR <y�0 MARcp�L-N i r 4. Ry�� • ■ L. . .:4► ■ ■ A V ■ �[ E LUCA(S DR o s ■ f a `fir— ► .7 r _ , o A w AL¢ G vO Q MONR©LLJ AL►E 2 > �G W p � < FAIRVVAY ST O JA- A J w O ► Q, z J A* (PR/ 1'4TFI ✓Q�� �� >> �j z LL ((n m A, 0t� ■A .Q J P J ~ W rZ �. U o FTT <�Y y9 9�0 0 a m a a z i Ln z o s F-+� z . Q. f Lm z w v umi yy Lu o o j- Lu Vv� 001-P1A ZA i a iv ¢ Fys, �. z P 9GF Lu OO'k G�S� T�+k'x' • + ? DR 09 ■ r ■ ■ i w CIO Q�f�R ■A �+�9�� y ■ 'ems W �Q O�CO oF` O� �VJ ��9� ■ • FILLMORE ST AA en A,X �� ■ o o Q 'QO �P v �' ya 9G En= m J W A . J = J�O ��pGIEW1, % �Q ¢ PIERCE ST + z F LL ■ ¢ •:1 7 *--b-m m a Location Map Legend Exhibit 87 [ ®Project Area Existing Basin ► Proposed Storm Sewer 0 1,600 Proposed Improvement - ZF ] Feet Existing Storm Sewer Existing Lift Station Proposed Basin 2i? - Lockwood, Andrews } ` 48 DD6 Channel Proposed Channel Improvement B EAU MCA N T & DALY COMPANY Inc. —0—> 48" z Master Drainage Plan �¢ LanA LE ' Non-DD6 Channel p 0 � � CICOMPANYa BENNETT RD *-I J MINNIE DR LEDET RD QUITMAN ST m �► � e o01-a 1"A m oo1'A — ST P�NP w ;7 z JO��E ST J a.. MIIN> NE ttu � �� s - f ►RO�`N r"� � h � ."-' R .A ~ 4 . . w�h � r' ` � �,p � "h+ 2 m X ENS l'FRTH PL a • t_ O�� `? CHARLES ST19° ; •� �. .� 1 ,A t� W Q e BETTIES-LN-1(,,,, W- o ► Ao z LORILEE ST w O i er t ■ O �'F L'ORIL'EE ST .. O t Nr .w N E DEWBERRY LN �y9 'ApT _ ~• • Y� .tip Y J W ��s MCHALE ST z m p N HAMILTON DR vo } . w M Roo LN . T*' o ''h ;t: z 00* 1. y A- ° ■ PA : f E LUCAS DR • 4. n ■ u~i ■ N Q ■��� FA ■O MONROE ST Q W y AL 4Z-� - r Q A, F Z Lu -J 0�y► FAIRWAY ST C) 1. (pR/VAT Q ?� Y* AAl w u- m c� AA W W F o • .p J J m J N .r ■ W Z F ITT �ti y�� s ■ ■ a a a Z 5 N F ST p z O� z0 O 9Q ? a C'Pk .► +T Z ■ cp ■ Lm z W umi A NyF �l F- ?O 'A ■ o o 0 N �_ 1 �a w �c 0J4�; lot w +���+�� �O. ; ; �� �+0� �\� DR �' OJT 9�� 4 ■ FILLMORE ST ■ *� 1� = N� z C cn J i!!}. sr�+ Q Q QQ- O,QO OPO OsV� yQ4 99G N _A, m o 0 w WR_:. _ �� �hQR �Q LL PIERCE ST z a Q� �J Q. .7 �ST� ■ _ >_ m m a r Location Map Legend Exhibit 88 r^ �,'y"�a [ ® Project Area Existing Basin Existing Ponding Extents Proposed Ponding 1 0 1,61 Depth (ft) Proposed 2-YR Ponding - 2F Existing Storm Sewer Existing Lift Station Proposed Basin Feet 48 0.50DD6 Channel Proposed Channel Improvement 0.25- .B EAU MO N T Lockwood, Andrews � > 48" - 1.000 T E X A S — 1 & Newnam Inc. Non-DD6 Channel Proposed Storm Sewer 1.00 - 2.00 z 4 La n > 2.00 Master Drainage Plan O � A LEO .4 DALY COMPANY g L [� BENNETT RD ► • MINNIE DR , • � LEDET RD QUITMAN ST m t J oorn PN ST ■ W . MINNER' DR JO�EE ST F + or F- z 001"Ai`� W f � na ■ Z cn ON Ir Ir m I ■V ►m U �r P?r"A ■ o Cr �O ■ CHARLES ST�`�O ■ > Q ■ o �yi • r ■ • G� •. . i Y p■- BETTkES_LN It `cPA r o 0 a ■ ■ A- + Fy o O LORILEE ST �'F E DLO � I'LEE ST ► ~ ,c 2 DEWBERRY LN Ty 'AO ■ y°+ s m Y M.CHALE ST J o U m m O ` ► O N HAMILTON DR z z p oW O y ■ ■ R MAR(,O LN a O '9ti0 ■ ■ �y< t 1 ■ ■ ■►� ■ ► ■ *ELUCASDR ■ ■ter■*■ a F` �0 MONAil. ST a w J p _ > f 9 9G W 0��,FAIRWAY ST z a LIU (pR/VAT Q ?� R . Y� w LL I' m c� ■■ in Z119 o 11�h v z o ...: W m N STF a' 'tip ► < o ° Lu o m ALm Ny +� G �� ��� C DR ■ ■ O-V FILLMORE ST - . ■ w 'Pk Q\�cRG�s ,,A Tyr.... ■Lu O 1 to Q W p � O Q• v G � 9 �Q PIERCE ST •■, . J �, �J� oR�ST��Q ■ ti LL z a a � >—E • k * m m a Location Map __ _ _� Exhibit 89 r^ �a ( ® Project Area Existing Basin Existing Ponding Extents Proposed Ponding - I 0 1,600 De th ft Proposed 5-YR Ponding - 2F Feet Existing Storm Sewer Existing Lift Station Proposed Basin p ) _�DD6 Channel p p BEAUMONT f2i = + 48 Proposed Channel Improvement 0.25 - 0.50 Lockwood, Andrews � > 48„ 0.50 - 1.00 T E X A S 1 & Newnam Inc. Non-DD6 Channel Proposed Storm Sewer 1.00 - 2.00 �¢ Lan 0 � *�9 A LECI .4 DALY COMPANY � > 2.00 Master Drainage Plan F' - .BENNETT RD *Kra • r f k # MINNIE DR - LEDET RD c- QUITMAN ST m - m_ � J oo1-A. - ■ . ' 001iA - �To�^''a y NP��PN ST MINNER DR PJO�EESWPM T w- C ,F Z 001-A1 ~ 4 C— J m o' {. ■ N.� ■� Q r. t S. n' ■ Z F, NspN` y i 1 o- ,' CY ~ ►R { �r ■C� !. ■.gym U AI ■ 'O�. PERTH PL ii -70 tQ o 4. CHARLES ■ > ■ - + O gETTkES LN t AP,o r 0 ■ ■-- F- A r Fy o 0 A,O OF , LORILEE ST ■ LORILEE ST h O t + N ? DEWBERRY LN Ty9 'AO .. •_ s IF o N � Y U m z A HAMILTON DR r � 0 O� z '• I � o w uN �qti Y rMARGO LN. O Y + LL - 'Qy #■' � • ■ • E LUCAS DR ■4 -4 ■� ►11� _ *■■ ■ ■ ■ t_A ■ ■ rn r Q Per r G FA 10 ■ MONROE ST 2 -J `A y ItJ� , AL 0 _ > e $ 9G �" ■ O FAIRWAY ST ` �r. �J�Q `AAi N tJ > O (P/?/ Al W 0 AA ATF� o '- r. ✓�? ;� \C"Co7(p J� J m w J N ��2� f 9 • o v z o � W m cN ,• STF Q� ► ,yG� ■ < O 00 QO m m N iA, o � �� ■ O LN � z W v F- A A y�T ■ ■ �G� 0 ■ 'A -� w �- t w �c i �. J 0 v r o o cn a * > m • G uJ ■ • FILLMORE ST �L d' w ■c0 9iS� '` a ��+~^ r , • a ■ RO�O w�Q �v _ `y0 W. 9GF y NO z m r J C7 w z = J�� ���YpRN )VI-7 ■ LL PIERCE ST • Q ► k * A m m �a r I-- > Location Map Legend Exhibit 90 r^ �a ( ® Project Area Existing Basin Existing Ponding Extents Proposed Ponding - t 0 1,600 De th ft Proposed 10-YR Ponding - 2F Feet Existing Storm Sewer Existing Lift Station Proposed Basin p ) _5DD6 Channel p p BEAUMONT " f2i = + < 48 Proposed Channel Improvement 0.25 - 0.50 Lockwood, Andrews > 48 0.50 - 1.00 T E H A S 1 2 & Newnam Inc. Non-DD6 Channel Proposed Storm Sewer 1.00 - 2.00 �¢ Lan 0 � *�9 A LECI .4 DALY COMPANY � > 2.00 Master Drainage Plan r �! BENNETT RD ■ • 7wFy'. A i: w,� "► v . r J MINNIE DR LEDET RD i 3 QUITMAN ST m m a•e �. � _ o01-n 001-A 001 n .. NPN ST } NPR f :.4,}f ¢+ MIN'NER DR'■"• t<� RE�c ST to i - , a' • y O COS PLO W W ! 001gA1 Z ; t"r' r •�i `r A. r r W •j oa- . e r" �� s IR A, olix 00 m J ► O�ENO �'ERTH PL ►� ■ r / �� o ` '+ O • `? CHARLES ST'9O O 1 - AL 7 Q J ~ 'Ap F ,[ BETTIES LN If ■ O� . 0 ■ Z ■ Y �yO ■ LORILEE ST W O O F LORILEE ST O in ~ ,c n DEWBERRY LN Ty 'A = s 3} Y N 7 y O = W MGHALE ST -� <. m - O z N HAMILTON DR ,f a� . - o w a ■ ■ <9 MARGO LNK •T O ■ s t ti O�Y ti '' ! ■� ■ ■ 4ELUCASDR ■ ■■r■r■ "�e,. :.� ► o Tc 2 ■ ■ ■ , t■ ■ ro ► MONROE ST Q W ► ! V /9 +' J ■ o =' y G AY ST ■ t9 Lu: g t Fq►RW w■ Q" _ f— tQJ W U) U • R. V �Jin Q ■ z > OJ (pR/VAT Q ?� �' Y� AM w .1 ~ m c� ■■ O f �! ✓ ! �' �.p J J J m N W �2 i 4' ��p 1�1 D a z o r m u, sTF �° a •��, ■ < o 0 o m ■ m N p O� + O LN • z W v r A ykT ■ �� �- o 'A ■ o o N F- - W �c O G = CL N G s +.c C<+t�`9DR JP Oil% S� G 1r << ♦ t 4 FILLMORE ST ,n =, ■1-K S'� w CO v0 O 9iS� H I. H ■ W O Q Q PIERCE ST • •, W m m a Location Map Legend Exhibit 91 r^ V2",9L ( ® Project Area Existing Basin Existing Ponding Extents Proposed Ponding ( 0 1,61 De th ft Proposed 25-YR Ponding - 2F Existing Storm Sewer Existing Lift Station Proposed Basin De pth Feet 0.25 - 0.50 — — _ - - — • -- } _ � �' � ` - + � DD6 Channel r Proposed Channel Improvement 0.50 - 1.00 Lockwood Andrews � > 48�� z �� & Newnsm, Inc. Non-DD6 Channel ► Proposed Storm Sewer 1.00 - 2.00 O 9 A LEO A DALY COMPANY > 2.00 Master Drainage Plan ,BENNETT RD` ' of - ' MINNIE DR 4 LEDET RD QUITMAN ST cn ca 'a . , 14 f 001'A i ■ '7 PAN Vill. '. w r ': , ",N MINNER' r ■ <6� PvO�`c w ■ w ' A Z 001-A1 R T- W 0 0 Vpet - s14op RO r ,A W '�oPERTH PL. ■ k^^-y�J , mr, - _-- �p ■ CHARLES ST9O o F ? AL Jai ■ Yo•#ems- gETTvES LN T 'kcA;o u~i zz LORILEE ST 1 A, 0�'F +� y LORILEE ST O cn ~ N n DEWBERRY LN Ty9 'A ■ x L 0 m 2j�ift 'A _ MCHALE ST } o E. A HAMILTON DR ■ _. T Z 04 cn4,4 ~ o AR u- �Ry �" ■ ■ ■ • 4 E LUCAS DR ■ ■► � . < + . AL "• +° " - ■* ■ �p ■ MONROE ST 2 W rO�i �1; p ■ a pv . ■ W ■ W R` FAIRW,AY ST c Cu O Ly (P/?/ Al 4 co Q1 �T ■F .9 J J M W H J in ■ 2 * ' ► �O try D �_ z O r rtt O L%m ■ z W y� t. o O o (n tS A*FIV ■ W L , `G �\ cO . �� DR ■ J� r 9<< R ■ • FILLMORE ST ii r r ■ ■ [r J,� -1`rr� Q o QQ; co,Qo Qvps� o� c'� o� ' y 9 ■ N a ■ W �'i'o ap �� _ ��`' L� ' O x� ; cx7 • m ■ L w x .. ■ �� O�h'O Q Q �r- a.,- PIERCE ST • z F- R + LL - ilk -J u- 0� iiL k R * m °° a Location Map Legend Exhibit 92 rf Ra ::y� � � � ; ®Project Area Existing Basin Existing Ponding Extents Proposed Ponding proposed 100-YR Ponding - 2F 0 1, 600 _ Existing Storm Sewer � Existing Lift Station � Proposed BasinDepth ( ) Feet 0.25 - 0.50 zs' <48 DD6 Channel Proposed Channel Improvement 0.50- 1.00 B EAU M O N T Lockwood, Andrews � > 48" T E X A S - 1 & NewnarnInc. Non-DD6 Channel Proposed Storm Sewer 1.00 - 2.00 Lai z `�i > 2.00 Master Drainage Plan U A LEO.4 DALY COMPANY g U � G P�O�'C�O S� :� ^� . ... ... .. ,s s rs •;� - � _ •tVR,, 'ti��lfi �►5"Me L �Q� 4F ❑C' CHARLES ST is o ►' �'� r Y ;a TES LN N �� ❑ (►'RIVgTE K .o `r w O ►- w ) (PRIVATE) + *, _ DEWBERRY �-N �y0 f-LORIL-EEST� LORILEE ST = 0 Y G N J rn ,p MCHALE ST J r o N U "'4 _ - 1. CP HAMILTON DR ,- p � o O O r Z r. 1r ■ MARGO LN O a + E LUCAS DR •"�'r LL ■ r �. LANDRY LN D. 4 • NCn* ■ ■ ■❑ N - r ` ■ w oW Q Z r� p ■ Q�1f.'+� z N a z n r. rsa w Cn ; Z� w '� ; Z. } O y z » TRINIDAU �, w w C' ► ■ • M J ar y C� a• / R Q m > > s W i PARRY ST r„ i - J J Fm- O N C PARRY ST -• > F- M a -.. a Q m Ny }, Q, N �'4 . O O m I + m t o N� J j. z I in 5 T!-A, ❑ � o Q O E) O U .J vai Cl) v V, Location Map t x O � m 0 2,500 Feet Lan Lockwood, Andrews & Newnsm, Inc. A LECI .4 DALY COMPANY WILSON ST v Cn I— w r W'w�F N ,-xW_ > J - D J O �' Z F- PIERCE ST r i Q Z E GILL ST #fir QO y ■ "' ■ w '4 m= .)Al O F- m m N mWt[�ZO N GILL ST y s ■'r VESTAL'ST 4.^ s.. • ❑ w + ? EVANS ST . POLLARD.STWWI w ► ►: w Q O -� N n n z yr�j -. ' p► 0,0p HAYtES'LN z z z 0 �ilN ■ ■ O p w O. N y5�` UTICA ST w Q w TOLEDO ST �,..rARTLH,U�R�ST � "• - 'N� .- ■ LEIG.HT ST ?� 0 At +� - 920 _ r IVES ST O;r N .r TAFT STD- �� W i ,I�,r ■ N� -F`- -' EARL ST -in o ■ 5� PRIMROSE S7 `pg QR�NG ctiF N PRIMROSEST ro _ r- L-N �' N. ■ F- . ■ ■ ■ ■ ■�� POPE ST F- a ■ m m p A 1 a T&:'ANE�St LL �T I+y O � y O d ' 0Q ' Vv O . J ■ M W p iY OFr DELAWA cnRE ST LN r ■ ►pr ►'. r GLASSHOUSE ST ■ ■ or-YA RICE ST _ Legend ®Project Area Existing Basin ► Proposed Storm Sewer Existing Storm Sewer � Existing Lift Station � Proposed Basin } `48 DD6 Channel � Proposed Channel Improvement �' 48 Non-DD6 Channel r Y ,Pk N Exhibit 93 Proposed Improvement - 2G BEAUMC3NT TExas Master Drainage Plan V, Location Map t x O � m 0 2,500 Feet Lan Lockwood, Andrews & Newnsm, Inc. A LECI .4 DALY COMPANY WILSON ST v Cn I— w r W'w�F N ,-xW_ > J - D J O �' Z F- PIERCE ST r i Q Z E GILL ST #fir QO y ■ "' ■ w '4 m= .)Al O F- m m N mWt[�ZO N GILL ST y s ■'r VESTAL'ST 4.^ s.. • ❑ w + ? EVANS ST . POLLARD.STWWI w ► ►: w Q O -� N n n z yr�j -. ' p► 0,0p HAYtES'LN z z z 0 �ilN ■ ■ O p w O. N y5�` UTICA ST w Q w TOLEDO ST �,..rARTLH,U�R�ST � "• - 'N� .- ■ LEIG.HT ST ?� 0 At +� - 920 _ r IVES ST O;r N .r TAFT STD- �� W i ,I�,r ■ N� -F`- -' EARL ST -in o ■ 5� PRIMROSE S7 `pg QR�NG ctiF N PRIMROSEST ro _ r- L-N �' N. ■ F- . ■ ■ ■ ■ ■�� POPE ST F- a ■ m m p A 1 a T&:'ANE�St LL �T I+y O � y O d ' 0Q ' Vv O . J ■ M W p iY OFr DELAWA cnRE ST LN r ■ ►pr ►'. r GLASSHOUSE ST ■ ■ or-YA RICE ST _ Legend ®Project Area Existing Basin ► Proposed Storm Sewer Existing Storm Sewer � Existing Lift Station � Proposed Basin } `48 DD6 Channel � Proposed Channel Improvement �' 48 Non-DD6 Channel r Y ,Pk N Exhibit 93 Proposed Improvement - 2G BEAUMC3NT TExas Master Drainage Plan MLNNtKQ goo-Al"P k.:+�� �•- r. 5i`- '}'•`f ." ?7 _,` Y :'�,. ir^ra ' , XP._ C �� 'tL. t� ' ��0� � �r r. • -` , 4a+a'G'''�,1� o�—'!�: -, ►rj-��• i:::'id �l � ��. �•' ;!!�.'ry�,�•. "R t • t b - its ~�" ��Np - � � : � •+ �.'.�`�rr� '�i ,. ;,; sy.:j- ��- -..• -• �� � . � r CHARLES ST } " • ■ ; _ `�' :+s �� r?� z _`'`� Kok" v� ti - y -ArIT019� BEyTT&SpLN a o ❑ y% ti„ . _ ■ (PRIVAIw LORILEE ST O ■ O ^i„+•' F- E)�GPRIVATE) LN60RIL-EE�ST - g DEWBERRY= N Zp N ,,',} r• Y m - MCHALE ST � r Of r �' • U =_- , cAnp HAMILTON DR v °° N O ; R z � z +�: Lu MARGO LN p l p ■ ■ E LUCAS DR ■ ■ ■ f f .:. ■ .: s .F� r. 1' LANDRY LN ■ D (nui N ` ■ 07 Kw O Z se'r M 41 QJ Y z m p cn z J z ■ TRINIDADiST ..' O O } w w n ► O lV LL D ! • J w N LL J fn ` . co Z Q co m LO N G� PARRY ST ¢■ . r W �� , O p cmn ■ y�T N LLJY � �- Z ? WILSON ST w * O C7 i Q y� r w > W N Q� JEANETTE ST Z v F + Q �� �+p F O n w rn O� • m m O _ +w '9 4— :� A - - • Da, Q�P . ►OiQO 9s `�9 1• > a~i > > * A J LA SALLE ST D JF ■ .. E LA SALLE':ST N. O 9 O ¢ z PIERCE ST ■ _ + z G) - r ■ o ORN -1, �'� G� ► < O N N ■ ■ w s w m ■ E GILL ST ■ a ■ S Q = 1 y . * �y LL W z z ■ m ■ ■,m ■ ■N� ■ ■ ■ ■ ■ VESTAL ST CO m�li�OQO t GILL ST v Lu ■ o w c/XF°� .. 1 y . EVANIS ST POLLARD ST O J Z I--O ' ? *..► ►� UTICA ST = z z . s ■►r R z �z k • TOLEDO ST N N O - �N� b, O A V. ■ AR,TLH.U�R�S�T� � • � r ■ • ■ ■ w ■ N� I. MARTIN ST► R � ► • FOL-SOM-R ��s r o ■ * ■ LEIGHT ST r� _ l% Z �y -. i Y r m o ARTHUR S+T � ■ IVES ST r O� (P ■ OAKWOOD �.C�r L r _ Oyi M ■ �'� TAFTST ■ ■ .. w t�N- 'y Y .r :■ ■ ■ LL N ` m �. GI� F- ■ N EARL ST ■ Nam" cn cn R' - EARL ST �"" �� r � ~ ~ of zO ■ Q T PRIMROSE ST ► N N w C,S, r y PRIMROSE,ST xQR� y`v Y �,, ++ a ■ m F ■ cn R` y " ■ o J q ■ w 'f',Q + ¢ _ O y f ■ ■ ■ ■tf POPE ST . t �+ z �N WILLOWOOD LN v r N r. ' f � F N + .■ . V. MANNING STt p BOG Y � fn� • +� ■ 0 A Q u7 LL % r-" O O ��� Fy3,ti TIMBERWOOD LN■ pO < TULANE ST =O R Q ■ O j O Z a C9 s ■ i- (PRIVATE) � Z �� 'A9� F f� = N 1 p ► DE-LAWARE ST S 1 A N .-•Bb--AC 4MONaLN o N D + x o r ¢ � NE rDR c flj r � GLASSHOUSE ST r pIA.o o �`�SS r r BE�ATRICE ST GENTIST" V, N� OL kft- E iLocation Map Legend Exhibit 94 L o z,soo ®Project Area Existing Basin Existing Ponding Extents Proposed Ponding Proposed 2-YR Pondin - 2`] t Existing Storm Sewer Existing Lift Station Proposed Basin Depth (ft) _ _ Feet 48 DD6 Channel p p 0.25 - 0.50 B EAU M C3 N T Proposed Channel Improvement 0.50 - 1.00 Lockwood, Andrews > 48 T E X A S :E IV Am & NewnBm Inc. Non-DD6 Channel ► Proposed Storm Sewer 1.00 - 2.00 z �¢ duo Lan A LEO A DALY COMPANY > 2.00 Master Drainage Plan MI'NNEKO ` . 001-A1 \ .,`O�4• • ! -X• Y:i' ! . '•7.R.7r h.. - .. p' ''t'.+�.. N:--y' - J- P.S+. f-': VW s ilk di did CHARLES � is t... U � � q 'r• ,'-� � A N '� LORILEE ST w O r1 F- (PRIVgTE) (PRIVATE) _ DEWBERRY �N ��, r-LORIuEE-ST O m = Y O�� r r m MCHALE ST } o U cAnO HAMILTON DRY o z ~ ■ �' ,, �. z O LN 0 w MARE O ■'� * a E LUCAS DR ■ LL ■ ! LANDRY LN 4 ■ ■ N ( t, ❑ ~ oti. ■ ■ N D. o a' ■ • w r w Q Z N ■ ■ ■ Q f Q J M ,� ! ■! �J !� ► s : w Y U) Z m O~n z » z ■ TRINIDAD ST _J r `• = !• •. lop O • W r % o+R 1 re J w wm LL N m m �2 PARRYST-",'�'�d. J Lu J m U �' m N G� ■ PARRY ST Q r (n i•U� ■ * WILSON ST F > v F wl N p `�� CD ■ ► ► ► a Q m O ■ m w m cmn Q JEANETTE ST �,. t ■ NC f <A 9� R ■ ■ w Y ■ s rS*i ft z Q�P ORO ► �y ■ N j Q * A J LAeSAI I E ST D :i ■ UJI `E"L�A:SALLE.ST /y, O O a PIERCE ST r s i z G) J ❑ ORN S * 9� O N N■ r w ■ w m E CGILL ST ■ s■ _ * ►s = �2 LL z z ■ co ■ ■■: ■ ■N>, ■ < r ■ �` VESTAL ST ` a O ovo�I�Zip�QO t GILL ST ► ■ w � r W. • ■ ■ ❑ w w -� ■ EVA SST POLLARD ST ■ O �p " �~vi � U)i (n z p 0HAYESLN O 3: M s N0 -- qS,� ` 9 5 ■` iA UTICA ST W zs z �z ■ w • TOLEDO ST N m O SNP ■ p D . �ARTLHUR ST ■ ■ r ■ ■ ■ ■ ■ IPA ti MARTIN ST► ■ 0- 0 ► r �Ll FOL-SOM-- tc A '• r ■ ■ ys r ❑ lr . . ■ LEIGHT ST T s i ARTHUR S+T O ■ IVES ST r O� N T - r . ~ OAKWOOD �.�■ ; . cz . r TAFT ST ■r w �N .r ■ ■ ■ LL N• , ■ If ■ ■ • m vG r I- p N ■ ❑ ` EARL ST - 7:W EARL ST �'� �'(• �-f w o� PRIMROSE ST . ►► ► QR�NG�RS * �N Q F Z ■ a' ■ _ PRIMROSE%ST yG h"v Y o ❑e0 �w m "141 fIt � 'N ■ ■ POPE ST r IN T z OOD LN ♦ �.MANN n� N w Ir '�� \ F!� TIMBERWOOD LN■ ❑ t TULANE ST p r ■ r (PRIVATE) Z t� ,Ql ��` ■ O �..>F rw• i ■ X �n 9 / v ' DEL. AWARE ST v_� AA_ , L N N a "7A T ■ ■ ■ Ol 1 ■ w z ■ < LETHIA ST Z ,Q BLACKMON"LN = r D .o r a y ■ r r an GLASSHOUSE ST r i,s DIP.NE DR 1 A CD IS 11 5`, N ■ *BE?ATRICE ST GENT�ST \� _ Location Map Legend Exhibit 95 Project Area Existing Basin Existing Ponding Extents Proposed Ponding 1 o 2,500 Proposed 5-YR Ponding - 2G � Feet Existing Dethft ng Storm Sewer Existing Lift Station Proposed Basin p ) s `' 48 DD6 Channel p p 0.25 - 0.50 BEAUMONT 4 „ Lockwood, Andrews > 48" Proposed Channel Improvement 0.50 - 1.00 T E x A s 1 � & Newnam Inc. Non-DD6 Channel ► Proposed Storm Sewer 1.00 - 2.00 z �¢ d�� Lan A LEO A DALY COMPANY > 2.00 Master Drainage Plan W, MI'NNEK10 _ +� ` SFr �PV NS + • o^JA' rP• Pz .� ♦ ..i' . l S r1 a •*'.4 1' '`lJ >< 1� �f fy_ • i 0�1 - DO! G r ' •F Q�� ?�N� CHARLES .O �� W m ❑ A . B- EyTTE�S:LN �,A O W O F (PRIVATE) (PRIVATE) N 4 N= N [. LORILEE�ST ■ LORILEE ST = ■ O N + ,.. DEWBERRY �- �20� Y o m ,p� 'MCHALE ST } o cAn HAMILTON DR❑� o� o ❑ Z J OR .•■'.: Z O ■ -,0-CAS DRGa E;0 � IL MAR ■ ■ LANDRY LN 4 ■ •)L ►.. ■ - D ■ At• 4 . -4 A, N (n oti�i ► ■ ■ ■❑ Cl)• . ^ .AS .. w r W 9 Q z21) r O ■ 4 +p LLus z m 0 to z j� z ` TRINIDA© ST .� Q� ■t R M w u~i m LL J t~n 95 U 03 m LLJRRY ST • m > ■ O LL co N N 2�0 ■ PARRY ST Q ■ ■ ■ T ■ m T �■ +1 z 5� C7 v ■ 1■ WILSON ST Q G �N� y■ �. OJ •STW > J C } o- m O ! m W a O co ro<- 11 W 'PA.. J R ► 9 ! W A W LAaSA S]T, w E LA AALLErSTn - O tp y to > ■ -J D Z 4" O S O Q Q PIERCE ST r 2 , Z G1 J �, o ORN ■ 9•P cP� 9G� ■ t z0 w N ■ ■ W 4 w m ...-T E GILL ST ■sue>.: S Q ■■ m , _ ► T * O % m�F-Zi0QzO t■ GILL ST r ► ■ m ■ VESTAL ST r ~ • ❑ w ■ Lu POLLARD ST Lu ■ �?EVANS ST ' r wt? AD0�� y`�► ❑v►►0 HYSLN Zn AZ" O ❑ O ziF NrN- z a0 AT ui G ■ ! % UTS gi• V. ■■■ k ■ �" • Q 2 P z z _ 0� z z �z ti+L�L� ❑ iA L) � r ■ -J w • TOLEDO ST N to O n �N� y O r ■ ■ ■ i ■ ■ ■ IPA t MARTIN FOL-SOM-4 F`9 A = 3 ■■ ■ ■AR^T�HURfS�T i ■ LEIGHT ST i . a m O cn At ARTHUR SsT K y0 .� ■ IVES ST r O� N ■ OAKWOOD �•C,► a w �N A ■ r ■ ■ ■ ■ TAFT ST ■ ■ � r N ■ N EARL ST ■ m EARL ST IP 4��. r r F� UN z ■ ■ PRIMROSE ST r ■ Q�\NGO.s. * U) w C,S PRIMROSEST 74 '_. 4eO,Q �N� 44 4. ul z ■ N WILLOWOOD LN '�sY 4 ■ .0■ ■ ■ ■■■ POPE ST F Y r o r 4 w z � F9 TIMBERWOOD LN■ ❑O a 0 Q TULANE ST ► 4 r O Z -• ■ (PROVATE) z O2 13 'A' F F 4 ■ 7o W . ARE ST ■ • < N W (n I- 0 ?� ,�� ■ :. cn w A * ■ ■Oy ■ ■ ■ LETHIA ST Z 1' BL»AEMON�LN o N r D �'.ro r R �• 'is9 3: c GLASSHOUSE ST ■ 4. 5� 2� DI'ANE1D �A r BST GEN ra 1 4 Location Map Legend • Exhibit 96 r^ A'2", � ( ® Project Area Existing Basin Existing Ponding Extents Proposed Ponding ( 0 2,500 ft Proposed 10-YR Ponding - 2G Existing Storm Sewer � Existing Lift Station Proposed Basin Depth � � _ _ Feet 48 DD6 Channel p p 0.25 - 0.50 B EAU M O N T Proposed Channel Improvement 0.50 - 1.00 Lockwood, Andrews �> 48 T E X A S � & Newnam Inc. Non-DD6 Channel ► Proposed Storm Sewer 1.00 - 2.00 z �¢ d�� Lan A LEO A DALY COMPANY > 2.00 Master Drainage Plan 0 --:) » MINNEK,p e-w- $1 \ � 4. � _ i r o^ '� f � ` s,s rra,�:i'ri.!''-z��-''.��:Li ' S � '�;; �� �!e ^� 1• � �� ff 16 ■ ■ m tig N, r . $ �o CHARLES ST •�, w 'k``r.� ■ 3 y r''nq.4 G �'I i.i- '� sa v Z m �ti . v r.� o ■�� c� y y �rBETTES LN , r sr p ■ ■ LORILEE ST w ►- (PRIVg7E) (PRIVATE-) 00 .p O r . 1. LORILEE' ST O N DEWB�,ERRY � N F20� A F FF 'A, ` o MCHALE ST } o N U 0 HiAMIL+TON DR o t + 2 z O i ■ ■ --' z ■ + R■ y MARGO LN ■ - '•! O 1 r a ■ ■ E LUCAS DR ■ r: ■. LANDRY LN -V ■ : ■ ►i a 'r; ■ li ■ ; it D ■ ►l ■ ■ ■ ■ t~n v� o� ► ■ ■ ■° N46r , ui AA -liv to 0 ► z I- z N ►- c7 w r z . w ... } s Cn z m O N ? » TRINIDAD ST -1VF } a • I Q� w* cn w m U_ > = m. ur �2� r w ■ ■ ■ PAR,;RYsST-LU -n,. ' >J m C9 �' N �, G� * PARRY ST rn Q T (n � ui ? WILSON ST F w W :N. O c7 v ■ ► ► �► a a �m O ■ m w _ w CO Q� JEANETTE ST v � a vZi Q �� CO i.. 6` o ■ If . .■ ■ w N� • m O a �► . ■■ °a, Q,P CA,'_O r ■ ys �� * N j > ■ A-7 At J LAc$ALLES�T D M1 J , E LA SALLEcST ■■ h O S' O Q Z PIERCE ST r s 2 ■ z A 6) .- J ■ A • a * i� ORNST ■ ► 9�0 s� 9GF y Q p O N N ■ ■ m ■ w u> �. ■ t E GILL ST a ■ r 0:' ■ _ r■ 2 LL cr z z ► m ■ ■ ►� ■ ■ r VEST a. C ��W�O�O GILL ST * ■ ■�. AL ST ■■ r ■ o� ❑ w r EVA T POLLARD ST ■ 1 -< 4� ' ■ OQ7A N . �: w O f a C �■r.y ,`O Y If O ■ ❑ ■ ► ►o HAYES LN z O N N �� +�. Imo . �� ■ O� LN ► p °o z 0 0 * ? ■ ■ ■ + r 9S) 4. ? 9� y�GS ■ �� ` UTICA ST wx G N ■. y ■■ ■ r ■ ■ .c+ ■ ❑ �'� r ■ J w ■ TOLEDO ST N iA cn O �N� p D O y ■ARTiHUR $T ■ ► • r ■ ■ ■ NJ ► MARTIN,ST►►■► FOLSOM DR t ` !�9 • ,■ ■ ■ LEIGHT ST C�9 i � N d+ ❑ Tr .� w Ir 0 y r F+ O ARTHUR ST�rfi� m ■ IVES ST r 20� N a ` p:� ' a� OAKWOOD �•C,► TAFT ST ■ ■ w N ■ W �NjA r Q y ��� r N PEARL ST ■ m N �� F v~i N 0' o 'N N ■ A EARL ST ■ ■Y'f' ►■�� N ■ ■ a C ■ ► PRIMROSE ST ■ ■ Q�\NG�■�� cwi� z ~ •� Q�', - F N y PRIMROSE: ST �V ■ or .: ■ d' ,�N+z Q �O■ ■■ ■ POPE ST ILLO OOD LN .0■►~ • ■ Q O ti, -1 A a - LL MrANNIN T " w ■I- 44' '� 6`��I TIMBERWOOD LN■ ❑O 4k 2 TULANE ST 0 - ■(P lIVATE) Z .� �� �'q , 14 j�+' 1 ■ p W ► DELAWARE SJT !h �'�) N N N p ?!,p t ■ ■ D. ■ Or ■ ■ y ■ w lye �. ETHIA ST z ■ ■ ■_ 7r ,Q �B'LACKMONILN _ ,r D s •:: .o a NE" R '�Y 9'hp r ► GLASSHOUSE ST ■ '!:. •��+ ..lsg'( 2F TA ~ DI'A D N 'BE�ATRICE ST EGENT"ST ► 4 Location Map Legend Exhibit 97 r^ Project Area Existing Basin Existing Ponding Extents Proposed Ponding ( 0 2,500 ft Proposed 25-YR Ponding - 2G Feet �� Existing Storm Sewer Existing Lift Station Proposed Basin Depth � � 48 DD6 Channel p p 0.25 - 0.50 B EAU M O N T Lockwood, Andrews > 48" Proposed Channel Improvement T E x A s 0.50 - 1.00 1 � & NewnarnInc. Non-DD6 Channel Proposed Storm Sewer 1.00 - 2.00 z �¢ d�� Lan A LEO A DALY COMPANY > 2.00 Master Drainage Plan 0 --:) r ■ 1t 'MI'NNEK+O ' ,C Al _ r .i J1O��� ,� ' S• r.r .��. ;. o : , , .i> ' < - Y Siyyi s.�' iY s7,eF�L'=-.+l t .] � % - o �P 1. `SON S 4; � ,. �� �' %":.: • �i�r�� ?�siii► , yy�r,�� .•..-d •- d r }: r f �a m i8 _ . N _ r%s ` • CHARLES ST. ' iG F �- ��f - z J - . 1 i ■ m o (PR `* ■ ...y ,BETTES LN . �O ❑ ■ 4TE) (p;'R4VATE N �•� . LTpRILEE ST� ,' = DEWBERRY �N �?• LORILEE•ST, __ O F� ALE S]TOf HAMILTON DR MCH ,-� . _ o ❑ N''• z r ...•�~ t .L ► *= 3; I- - r•- - • OR■ r MARGO' O A a ■ — _.; E LUCAS DR _■. ■ U- ■ ■ �■ 4k r LANDRY LN D. N �4rY w1 •.. J r w r Q z w +: r O ■ ■ ■ Q .. r. ■ e ■ v> > Q ► ■ I- s r<<'O �`.. z v~i z m p r- c7 W;= . z� ■ ►a w • ►.' r1, s1 s LL O O D w w n W. §■ ■ ■ TRINIDAU p Q►It w w + > 03 = m. N �2 r w ■ } PARRY ST R e . _. m O [ L m N �Ci ■ PARRY ST Q ■ ■ t WILSLu ON ST F AFD > y F w w > m c~n Q_ c7 v • -�-- Q < < r �� J'EAN'EITTE ST- v , ca wLu TA w rn 4 ❑ Q O d A w 4� s J LA SALLE ST we LA SALLE„ST �� r ► 9cP `9S in j Q ■ D J ■ E io z Q N, O O Q z PIERCE ST r s [ G) r w + Oip S * 9 �'J 9G ! Q O ~ ■ w Q m 3 ► E GILL ST �►► Q ►■ * �02 J_ z z N ■ "r` 00 [ m ■ ■ cn■- ■ e ► ■ Y _ + O o❑o�QO f GILL ST r ■ ■�� VESTAL ST •� w r s ~ • ❑ w �EVANS ST POLLARD ST �: t ■ w 1♦ w p • a F- I- > Z .O cn W N (n Q z , cn► L02 00 0 10. ■0 HAYES LN z z0 zin ZN i .ti O� LN ■ o o w O --4 , ` FyS s- ::.,'>k Q=�� ��y y 5 Y ■ �� z UTICA ST = G Cn 1 0 z ■ ■ ■■■ ■■ ■ ► . P z u z z Z ti a w • TOLEDO ST c>_ iA~» uvi O �N� a A. ■ARTHUR r ■ ■ r ■ ■ ■ N 1 MARTIN-ST► 1- 0 ► ■ ■ FOL-SO'M•DR. �Tt�9sT N o ,* ■ ■ LEIGHT ST ?� 0 r F� * r ■ icy �vyo Y ■ �;. . + m ARTHUR' SST r ■ IVES ST �� O� N r v�r t cC ■ ;. Off■ ■ OAKWOOD. . TAFT ST ■ ■ .. wAk ca r Iq . A0 ■ ? 4 a ■ ■ N ■ EARL ST N, cn N -t• ■ �' G - N o 4 ■i EARL ST ��� A. r �f w w C,S, `Cn r PRIM RONE ST PRIMROSE,ST Q��NG�*5 ► o < Y. Qf„ m • a m F ■ (n INA q�e0 yN� •+a z .. ■ N WILLtOWO'O'D LNG a Q ■ ■ • ■ 4�f POPE ST a ui ■ F N a ■ r ►-MANNIN T ,t O. � RAN fn • as Q 'a A Q to cn LL r r �ooa-e w- � 8` TIMBERWOOD LN■ ❑ a a TULANE ST 0 o� r a r z ;c 9iP O O z +s H r (PRIVATE) �. z - �a • ' +/ �t�` 1 ` ?4 w. [ ■ 7o w (n O p + ■ DELAWARE SST . ■ � to w A �� A ■ ■01, • ■ • 2 LETHIA ST z l r * D i �BLACKMON4LN _ ■ Y rA r Q I ,y r r GLASSHOUSE ST ■ . • • , ►sg� 2� r � VANE�'OR _ ■ 'bo _ CD ■ r -� ,.�- D i - 'r a rR ■ EAT RI ST EGENT'ST ■ i ty.■��Q`J Y N� Location Map Legend Exhibit 98 ®Project Area Existing Basin Existing Ponding Extents Proposed Ponding 0 2,500 Proposed 100-YR Ponding - ZC] t Existing Storm Sewer � Existing Lift Station � Proposed Basin Depth (ft) _ _ Feet 48„ 0.25 - 0.50 Proposed Channel Improvement Channel 0.50-1.00 B EAU M 3 N T Lockwood, Andrews > 48" T E X A S :E& Newnam Inc. Non-DD6 Channel ► Proposed Storm Sewer 1.00 - 2.00 z �¢ d�� Lan A LEO A DALY COMPANY > 2.00 Master Drainage Plan 0 �� r r'l 0 �. z LA SALLE ST s r i` STEVE DR v G) m 'aw ) m = A ¢4— �� ooa Q i Lu ` ^- m a GILL ST +. yam, �,'� � _ 1 � ► R ` ' { ► . MR ■ Aqj ` + 9 fNS •( _. iw WALTON ST y► Location Map Legend Exhibit 99 t 0 330 ®Project Area Existing Basin ► Proposed Storm Sewer Proposed Improvement - 2H y Feet Existing Storm Sewer Existing Lift Station Proposed Basin s`� - Lockwood, Andrews } ` 48 DD6 Channel Proposed Channel Improvement B EAU MC3 N T z Lan& Newnem, Inc. -No—> 48° 0 � A 1111 A DALY COMPANY Non-DD6 Channel Master Drainage Plan 0-4 — ■ ■ ■ ■ ■ • 1.,W� s � rev l I• di 10 R" } ;x ♦r ♦ �'s � rk. t_ °- ♦ ♦ a i .• �p ♦ ! l 1 WON SUWON n � Vv- was was ■ f or t 1 a. I IL ! Y ♦�— •�ep ■ '� .� �'�♦ � ti - ■ � �ti �• �.i a •, � •}r ti �"aj• N STELAE UR LEA % Ca 'At A 1ps je-- Il-qp ol- la dL MI ♦ ♦ ps: P --Rol I IN Wr IL via, r • - R • 4 A yr- t 47 9G 7AJ So • Ne i s � ■T� s' I ■ SST"Ea�E U,R t J r t� x y fii 1 w 0 A ' za L f. J N w w J z _. TYLER ST m v TAYLOR ST �2 • ■ 4e, a x w m-- F- tia w ■ m (7 z PIERCE ST n m Location Map �f is t a Ead ok eye FAIRWAY t---�-- TRIM PARRY ST 10 L m NO LNJ 0 1,300 Feet Lan& Nown ad, Andrews Newnsm, Inc. A LEO A DALY COMPANY HE 4 a 0 0z J a w P� N . ■ z w t7 ■ w > N uJ CON w z 0 Q E ST ~ ■ Cn 4 / N z W 0 m O a �FVF D.Rt Legend z a w J O U r 11JW ?r r IL (PRIVATE) 3 l�'- 0� _ * a Ak m -K40 CO z I 0 ■ o R ® Project Area Existing Basin ► Proposed Storm Sewer Existing Storm Sewer Existing Lift Station Proposed Basin } `48 DD6 Channel Proposed Channel Improvement �' 48 Non-DD6 Channel Exhibit 105 Proposed Improvement - 21 BEAUMONT TE HAS Master Drainage Plan z J w w y J U ' A TYLER ST TAYLOR ST J � N y� W i W ■ 2 +R . m w o u. Vr} L� arc N ¢ ■ m Z■ PIERCE ST Location Map ►^ f Ra r l � � � ) jet, .�` A wr " .p ~, -Z� ' a ■ 0. RNERCREST ST ate. Ce AIRWAY Stir TRINI 7 C� PARRY ST N,k A L m �NO t_J ALA ■ o WS 0 r,- J lL z N W ■ ■ ■ ■ fN w O W 004-P''Pe Y J 7� a, ',"r11f''3'� m W N r� j m z Cn a 2 a G a�O`l LA SALLE ST D J� z i� m �; ` Q N w CO -" 0 1,300 Feet Lan Lockwood, Andrews & Newnsm, Inc. A LEO A DALY COMPANY ■ N z Q W J O U rr PARRY ST r f.. co N z f O*-401 J7FVFDRrrf ■ ■■ w r E LA SALLE ST E GILL ST �. t. •4 fir. } .+ `rr� ! _ 0- ■■ ■ Legend Exhibit 106 ®Project Area Existing Basin Existing Ponding Extents Proposed Ponding proposed 2-YR Ponding - 21 Existing Storm Sewer Existing Lift Station Proposed BasinDepth 0.25 - 0.50 < 48" DD6 Channel Proposed Channel Improvement 0.50 - 1.00 B EAU MO N T �>48" Non-DD6 Channel ► Proposed Storm Sewer 1.00 - 2.00 TExas > 2.00 Master Drainage Plan 4,1 NAN (PRIVATE) I s 4% uJ .� + PR}VPT40 EI (pRN'PTEI# AL Cn r p Z -' } r o Z _ + Tu Q a ul N ■ ■ ■ ■ _ e E LUCAS DR' �. �rW ■ ..'+4 !, .` 00 Ir O ti _ U (� ti ■ Q ■ ► RIVERCREST ST • ` F- F Q?.F r 00 T ll W c O -s ■ Q J ■ Q O.._ _ y� FAIRWAY Stir U: s APB- 4�[ W Rr Z O ` _ a Q _" ■ r TYLER .0,ST wZr> . i y';irrr 4��;"`eo.+� U •_:..:: t +"L�. co, '• ti 4M - TRINIDAD ST ■ tr L°C,` f TAYLORS� 2 yr PARRY ST , - f+f PARRY ST W Nk W ■ 004-PIPE 44 Oco R m W i F- a i. 1 ¢ �O ► w N r K O tJEANETTE ST te = W d m W - h 4+xrl J yC QUri Q; 'it km �� �. LA SALLE ST D �■ N y STFI/F DR E LA SALLE ST z PIERCE T A f m� v w G _ Z N ILs w s E GILL ST p.-T-T— ■ ■ h m ± ca Location Map Legend Exhibit 107 Project Area Existing Basin Existing Ponding Extents Proposed Ponding ( 0 1,300 Proposed 5-YR Ponding - 21 Feet EExistingDethft p Existing Storm Sewer � Existing Lift Station Proposed Basin ( ) 48 DD6 Channel p p 0.25 - 0.50 BEAUMONT Proposed Channel Improvement 0.50 - 1.00 Lockwood, Andrews > 48 Lai & Newnam, Inc. A LEO .4 DALY COMPANY Non-DD6 Channel ► Proposed Storm Sewer 1.00 - 2.00 T E X A S 0 '.s - > 2.00 Master Drainage Plan rffi ■ .i N z Q f— J N w � w 2 U +: t7 z TYLER ST m ■ TAYLOR $( Lu ■ Q w vL w m -A :. ,J F- rs z PIERCE ST X m - Location Map t ;s z Ead t7 +c- .-AIL.... - 1...- _ M i :ice #ems #i ' % i # o� Nam. •� . N U p Z �} Q z J 111 ' • • ■ z �- - ► -` ■ RNERCREST ST �! FAIRWAY 1 z .4�---TRINIDA n 2� N,k PARRY ST Nye •, �;. ;� T O i C � •; 9L L ; m R'. w— -01 004-PiP- a >. w w m m Fn w z 0 Q LA SALLE ST -NIL- WTI. # t ` aw y� PARRY ST VS ''. N 'y 0 �� x o '! ® Project Area Existing Basin 0 1,300 Existing Storm Sewer Existing Lift Station Feet } < 48„ LanLockwood, Andrews � > 48„ DD6 Channel & Newnam, Inc. Non-DD6 Channel A LEO A DALY COMPANY 4 ■-* (PRIVATE) ) �r w �y + NPTEI , r 1 Je >.�+�. r, m J z U..y .. e * 40(� ; ra a W J1 E LA SALLE ST ._ - E GILL ST a Legend Existing Ponding Extents Proposed Basin Proposed Channel Improvement ► Proposed Storm Sewer Proposed Ponding Depth (ft) 0.25 - 0.50 0.50 - 1.00 1.00 - 2.00 > 2.00 Exhibit 108 Proposed 10-YR Ponding - 21 BEAUMONT T E x A s Master Drainage Plan -NIL- `0 ti 1 4)' W "0 A- t 4 Ila 4%- q 003� 4, (PRIVATE) 'Pita 6 to U 401 0 Z z Audi I o LuI . ... .. - 6 # A CL ul o _���y 0 -1 �- JL U) > 4 1A 4 IL z ■► RiNYERCREST ST A A Lu 'Ir PA 7 (n z (n > It" . Lu -J z U W , 0 L . FAIRWAY A . 9 � -d Lu rr z U) 0 0 TYLER ST �Z- A ca ►-TRINIDA ST < A, —J z Ls 3PARRY ST TAYLOR is Lu I- z PARRY ST Lu ■ 0 4 tS dk uj■ 004-P'Pe in z A Lu rv%r 0 co .-A t V) A > U) 0 ENTFTE ST Lu uJ (n U) X: Lu ,k Z Lu rn -J Jiff a" i uJ �&r - QC A LN'SALEE S121 sAALrFr- 0311 7- FVFD R.' 1, PIERCE ST 10 a. 16 JAI Lu E GILL ST "Co Location Map Legend Exhibit 109 Pt AExisting Basin Existing Ponding Extents Proposed Ponding Depth (ft) 0 1,3C Eno--%rojecrea onen )0 Existing Storm Sewer Existing Lift Station Proposed Basin Proposed 25-YR Ponding - 21 Feet < 48 Proposed Channel Improvement 0.25-0.50 BEAU MONT Lockwood, Andrews > 48" DD6 Channel 0.50-1.00 T E X A 5 & Nownam, Inc. Non-DD6 Channel No -Proposed Storm Sewer 1.00-2.00 zrffi Lai i A LEO A DALY COMPANY > 2.00 Master Drainage Plan AIX +� U) rA 0 y z Cn o a W 2 F- M N ■ ► RIVERCREST ST 2N' N W r*= • PA W 0 = v ► ■ F FAIRWAY .AAII U) ; # TYLER ST z ¢ r " ■.■ �C A, r TRINIDA f AA 4A' TAYLOR N Ny F W fn A ■ = ym ..:- cis r W� ■ � � R's 2 W Z �■ PIERCE Sft: m � - Location Map t r Ead t7 +C, PARRY ST 'k Q�E S O 10 AN- L m NO LNJ 0 1,300 Feet Lan Lockwood, Andrews & Newnsm, Inc. A LEO A DALY COMPANY �003- T ■ J 0 Z �[ F j ■ W / z ■ N i W W i ao4-P > W m Ny z � N W LA SALLE ST W A n Or Irk J, A , I � (PRIVATE) ) 1pR\VPSEI > '�ii4�' 1, �'• � 3 '� �'� M1 , J � s m .JA Fr}: • .k siR U (� r M Q?J # # z F r1 d Q OF U. t W 1 a J ■ O dF TIP k ! { R. •* L F- N Z a q m .! O t JEANETTE ST - 49 " 1 E LA SAST F DR �r E GILL ST ► ■• It - 1. EVIIIIIII Legend Exhibit 110 ®Project Area Existing Basin Existing Ponding Extents Proposed Ponding proposed 100-YR Ponding - 21 Existing Storm Sewer Existing Lift Station Proposed BasinDepth 0.25 - 0.50 < 48" DD6 Channel Proposed Channel Improvement 0.50 - 1.00 B EAU MO N T �>48" Non-DD6 Channel ► Proposed Storm Sewer 1.00 - 2.00 TF xas > 2.00 Master Drainage Plan L r ■ ► ■ - �r ELLINGTON LNX � .A 0.A,■ PRIVATE) ■ r' VIL+LiAG'E+DR w z121-B "� MERLOT DR 4 y THOMAS CT Z A' ■ `■ m BAYOU BEND ❑ WINGCH SE DR . 1 . ❑ V P� O POLY DR w [ • Z r --12z p �OD,EER CHASE DR W zz,= it l J t W Z Z ty J Z O I ❑ ► ego Z ■ ' Wtw m N k -r" .p� .. 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J v * D ■ ■ r� U - w !!{ WFS GLEN MEADOW LN WES T,GATE DR I m z rGATE DR �'� W t ,O.N-DR N N 3 O O PANS-'.Y�' f� p o BURL-INGT D .-. 0 D � z D to ❑ z FOR v��� �(� t- ❑ o O 70 '!1z z ■ ■ 0 y ❑ -1 w p Q KILLARNEY DR — f O p m Z .O DR �s z Z w Ij A m z v O� A m — ��0 ^^m SALLIE STL �00 Q� o O O W Y BLARNEY STD m p y O� ��P � S� } wCk Aujc�� uvi a O GP O� z Ov�� ❑ Lu R ❑ MANION DR SHENANDO�AH-DR WEAVER DR • MPpR�O' P�Sy 0 4 v z �,c S� `z SWALLOW DR SHILOH.DR O pF�O���zO�amp� �ON����JO PJF. Z LAREL ST W $ NPNNOE �N a a ► m ~ Q,��cP�O ORIOLE DR 100-A Location Map s Exhibit 111 4 0 z,300 ®Project Area Existing Basin ► Proposed Storm Sewer Proposed Improvement - 3A �d Feet Existing Storm Sewer *` Existing Lift Station Proposed Basin Av Bea ur t <48° BEAUMONT LanMaster Drainage Lockwood, Andrews DD6 Channel TEXAS Pnelan,� & Newnsm, Inc. > 48" Non-DD6 Channel e Plan O C011090sl A LEO A DALY COMPANY a AT i ,�.� .. ... r ■ • ■ • ■ -a (PRIVATE) ELLINGTON LN ■� 'r o. r ■ ■ �.. v ■._... A ■ .. 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"• zoz-E Basin 8 r l AWEBB..4,N .7}" . a� 202-E BasinB W-- ❑ 1 z� 1 � - M1 20 Q-'7.r.i: ` 4 - - ' _ - J i ❑ 4 ?� ■AZALEA DR? _J �'^Il " •► `AD z - 'OLEANDERODR F ■ Z r CIO. _ _ z F- ■ w O E ■ 202-E1Basin B .� ■ ■ ■ ■ii�rt� .. ., ■ .. .: -- — — F7 Z 1 ■ ■ _ .. 119 - .. - ... .. 202-E Basin B C 4 ?l = -: _ �-� - > N _ _, __ ` . _ _ .. 'S M1: jp{; t N _ _ _ IIo WILCH�ESTER L '� g t. _ O - 5 LIMERICK DR � �➢'''"~ N CIRCUIT DR � -•►""- S A V� r ■ T F- O 1 m -..- z ■ �, �p .. • SHANAHAN DR 0 J w .,•� a r 'F o FROST ST ■' cn a ❑ i O > ?. 1 GLEN WILLOW©R o WdL-D,ER+DRI o ❑ ❑ Z�2-E1 .(PRIVATE) • • �, a� r - L. ■ CLINTON ST a ? J W ... A D U WESTiGATE DR M ■► ► TGATE DR ■ 45. O W GLEN•MEADOW LN ^� ■ m z Po 7 'v�. ❑ - ❑ .Nv W 2 D PANSY pR' ■r r r vh LN A � .r' BURLINGTON DR cw7 '❑ o �'O- ? z •■. o r o ■ w + J� •=� a 'w o a KILLARNEY DR m , -m ■ •v..r.� t .._o v O ' ■ ► s PVE Zm r �F P� Y • v O m Z O a DR ■ z GP p = z w A m v, A m \�p�`p�YO- ^� SA ST':, 00 a,� O r w Y • BLARNEY ST -G m p w O� U ■ �`. SC ■ ■ ► R a a a ` ._ ■ .OFt ■�1 �� ■GP y �� �l� } o �vFF t y■� r ■ ■ R t9 ■ • WEAVER DR ■ �Ft\O r.. `g ! ❑ Q w w , OW D MANION DR ■ A, ALSHENANDOAH DR MP ■ ■ ■ P i �,a 5� • ► +i z SWpI► ■ • *�;; [ ■ + 4 SHILOH DR■ Lu ■ r , ► r ■ `■ P� apQUm�� J �0 �PJ� LAUREL ■ A. ■ ■^^� * pNHOE LN a a ► CIOP���P P��� pR1O►-E DR ■ - / N G 100'A Location Map Legend Exhibit 112 ' e00) ® Project Area Existing Basin Existing Ponding Extents Proposed Ponding - - 4 0 2,300 Depth (ft) Proposed 2-YR Ponding - 3A • ,pd Existing Storm Sewer � Existing Lift Station Proposed Basin Feet A> - Beaul > 48" DD6 Channel 0.25 - 0.50 Proposed Storm Sewer Lockwood Andrews 0.50 - 1.00 B EAU MO N T & Newnarn, Inc. Non-DD6 Channel 1.00 - 2.00 T E X A 5 — O Cdi►yt$l i1� A GEq A DALY C41vlPAiVY > 2.00 Master Drainage Plan La n > x 7 s ■ ■ ■ 4t ► ■ r ELLINGTON • ■r r r■_,_,■_..-LN., ■ ■■ .� -v4 (PRIV`TE)i ■ ►, ■ -Ilk VILLIAGE'DRo 121-0 MERLOR THOMAS CT ■ o Z ■ ■ 4 ! p r ■ •... I _ Z (�(� Y r / .�: - w L� :BAYOU BF p p CF{pSENDR ■ ►.� ■ ND z w WIND' ! �.., • �• ■ �'-..■ "! ■ Cn t� POLY DR ~ - rr-T Lu r0 DEER CHASE DR 4 z ILIv r _,2z i y 0 LL i ■gl►VE 6 ` > HARDWOOD LNuJ ►. t ■ �.� _ -r .GAL+EV11 w•. x 121 OOD:LN ■ Q S` } .. Lu TANGLEDAHL LN w 2 a �p0 NPLr1 O� ,. Ncy� 00 z • ■ ■ Y FIELDWOOED LN .^ OAP' i ■ r * `5�� I— A PINKSTAFF LN ■ T p w �■ f,. fEBONWOOD LN J _ -•� fn ! - ::'r •/Ahj� C� `-j....1zo-x ■ y ■ •; <n III w ZENITH LN ■ _ ■ • ■ a ■f ■ DELLWOOD LNy 721 77 O WILCOX LN ! _BAYWOOD LN .; I z ` ■ ` N '�� GTON PL - m z z wSERENE'DR tSIse LIN r y O ■ -- -.. _-D.ISHMAN RD Q ■ a m L) 2 -L•ANARK LN O VIKING DR. ■■ LL ■ W �NDSOR.P.K.WY - _ m• : !; YS y ■ ► _ ,-, � _ �-- ; , ■ ■ GLAD A,1/,E 2oz-Esaam e 1 WEBS - w" �..-. - .. F, - .. ..t ■• ■ i S 20� ■� 3 3 ; _ "- `may R M ■AZALEA DR? In .. ■ ■. = ■ Q ■ O -< Z' J- a-•'OLEANDER+DR ► ■ ! N z 1. 202-EBasin B :. • �: S _ _ ,. �• _ �!. _ Z ■ i r ■ ,_ - R 119'-.. `- rip 202-E Basin B - - ._ . .. __�__ 4 .yl iar ,.. -ice- f * �` 'l +� '- o �V11.ILCHIESTER-L►N a .-.__ O LIMERICK DR D :' :➢r.a.• .:'. N CIRCUIT DR ► w �G ■ i n l A F- ■ O ■ SHANAHAN DR ` 0 , _ - - ' y > p i - s■ w FROST ST ■ f f > i • a ■ 0� LEN WILLOW G'DR 0 WILDER DR ZozE1 .a(�PRfVATE) N f. r as \ + ■ ■ CLINTON ST Q t _ ■ IV,,-■ rP U W U D ■ ■ r ■ a 0. ► ■ ■STG GLEN MEADOW LN ,;r WEST,GATE DR m z F• DR c� 0Cn ik W = Po - 0 PANSY ■ T■ 'r ti p o BURLINGTON DR m A D D �: d ■ R. ■ r LN o z ,Q O o n -{ p..r -. r 0■ O �' y O ■ ■► PVE ZZ r Q P• Q w 0 Q q •a KILLARNEY DR � r m r p c� � 0 � o m Z O a DR ► z p V. � w � �. ■ W 7 z p p Dt 'A rn - p� ■ � SALLIE ST:, �00 �,c � G ■ 1 zi \ O. P� f w Y .. BLARNEY ST m �, ► P( ! ■ a s \J c, r ■ • a QLU W Z p N■ 'ti �� OGP O t OFF f r r i ► MANION DR r'_ r DR.. WEAVER DR 0pa r a► ■ ■ P\5 <� o Q y� �5� SWALLOW DR ■ SHENANDOAH r r �. It —■ 0�\\ z ° ¢ so w # o �.� Z • 1 ■ 4 SHILOH..DR� ■i•.� r ►► F� W Z O W P���pQamoia J ?� �O� O V. Z EL ST Y * g�,J PJ,. ;■r` LP, I< �A ■ i.- . _ J,I ■ ► ■ • r w mCL c,P �Q- .©D R , P�� ■r.1oo'A' ► NANN0E a AG R- I Location Map Legend Exhibit 113 - d z cQhr - 0 2,300 ® Project Area Existing Basin Existing Ponding Extents Proposed Ponding Depth Proposed 5-YR Ponding - 3A 4 +; �d Existing Storm Sewer g Existing Lift Station Proposed Basin p (ft) A> Beaul Feet Lockwood Andrews � � 48„ _ ■ > 48„ DD6 Channel Proposed Storm Sewer 0.25 - 0.50 0.50 - 1.00 B EAU MC3 N T & Newnam, Inc. Non-DD6 Channel 1.00 - 2.00 T E H A 5 — O Cdi►y+tSl 11` A LEO .4 DALY COMPANY > 2.00 Master Drainage Plan g _� ..•. ' * ; _�� ■ ! ► ■ r r ELLINGTON LN R~ •4� N ` a - 'P -4f (PRIVATE) f ■ ■ ■A 4 ► �z �� r ■ ■ MERLOT DR r D ► VILLAGE+DR w _ ,z,-e - - , THOMAS CT �? CHASEiDR rn Y �' r ■ w �0-BAYOU BENp P` ' ■ Z R WIND A ►❑ .� v ; • • ■_.. O y• w44 it . r ■ POLY DR r DEER CHASE DR z LL :r BpNNE ti ■ ■ A ■ ■ r►B`UE n — ■ T -.K } W �.�►■HARDWOOD LN. ■i Q121 ►� a ■ ■ ■ + ■ ■ ■ rc� ■ z 1(�GALEWOOD LN ■ ■ v*/ �v J TANGLEDAHL LN ■ w oNALN O.._. .., h'�. O rz. ■ • ..- Y ■FIELDWOOD LN ►. rS ■ p�P' : V N• f .. l�:� PINKSTAFF LN ❑ 4p ■■ Y r � . � y EBONWOOD LN � W 1 �� Z - ,zo-x N MP �+ �TF/ 'k w ZENITH LN 0 t._ . _3 z ■DELLWOOD LN . o 1 x ❑E 72r J Z F•- WILCOX LN Z F a - ¢ ■uJ ■ ¢ y� W z LL BAY�WO@D+N Z � ' ''' GTON 5 m t-- z *SERENE DR . d" ` ■ ` N �y WEL•LIN z — ...UI,S;HMAN-RD a ■ ¢ e ► m r . N ■ r ,Y.,� .f O VIKING DRr <2 -■ LANARK LN ■` ►� Z �+ V111NDS0R�PKxWY,_. Z4' U -' v GLADYS AV-E_ 202-EBasinB.:.�_.- LLJ • 202-E Basin B �1WEBB.,L�N li ❑ i '_ -' ` y ri �� 3' r ■ �r AL A 4AZALEA DR? ■ ■ ■ ■ ■ , 4c r •r z ►.- a OLEANDER■DR ; ► ■ F ■ z ` Lf ■ ! i m wry ■ ■ ■ A■ ■ e w ~ ■ N r 202-EBasin B } ■� ■ ■ A'* � J p 202-E Basin B Z - i -. -._ — ■ _ „9 •_ - - r v No w.... ► �T o cn ■ ■` ❑ WILCH'ESTER LN ■' _ rM1 ,,gc A r ..I �L +LIMERICK DR w Y - '� i D . �'� ' "�� �� !!! N CIRCUIT DR ► ■ i■ ■ 1 m ;■ a4 U) ■ z y ■ •: �•SHANAHAN DR '� `z J � > ❑ I y p i ► a■ } wo FROST ST ■ ¢ F r 1 O > ¢ ■ PLEN-WILLOW-0 - o ■ • ► • ■ WILDER DR■ r p ❑ ❑ L) zoz_E, (PRIVATE) ,� + ■ r ■ CLINTON ST _ - N a� z F ■ D U w ■ _... U ■■ Oo w F s-GLEN MEADOW LN fir' WEST,GATE DR ► ■ Cn F DR c� z ■ * o iF■ • BURLINGTON DR m A D � D ■ ■ +C ■ PANSY pR� +■ ■ LN r ■ ~ w O - ': A D O D -� 3 z m ❑ ► z vE m F- ❑ ❑ o ,4 U zi z ■ �■ o. r ❑ � S ' � ^w p G KILLARNEY DR m. mr O•r O O �, �' y p ■ - i �,+7 ► PVE 2 F �P` 5 Q w , ■ ..._ ■ A ■..-_-A Ov o -A m O O DR- ^J ►SALLIE SIT'. OO�s oa z w m A 0 ❑ w Y ; 4 _ .. -� . BLARNEY ST m p D w O� U ��P r'i •• ■ d`' ❑ g� r Gr ► i r t9 Aw cn a y r w w �. r• R f -- ■ MANION DR ■■* SHENANDOAH DR ► `& WEAVER DR * r MppFt�O r + .. ■� ■ OPTS 1 `,� ■ z � � = w �� 5� r r +*4 � SWALLOW D � ■ ► i r �p� z p w a p � p .' •fir �y Z ST ■ �, E SHILO.HADRt ►• . r ■ ■ 1 ~ r ■■ ■ P ��pQamp�> �,J J,- UAU? ► + �• a F- v p J ► �� �r P ' ` r'+ 3, ■ ^^v ► NNpE �N a W ■ m F Q,r��.P P�p� D� RIpLE DR r ■ * .� 1� OVA a G O r.,00'A .. Location Map Legend Exhibit 114 _ cQryc - - 0 2,300 ® Project Area Existing Basin Existing Ponding Extents Proposed Ponding Depth Proposed 10 -YR Ponding - 3A 4 ' ,pd Existing Storm Sewer � Existing Lift Station Proposed Basin (ft) av Beaul Feet Lockwood Andrews + c 48„ > 48n DD6 Channel Proposed Storm Sewer 0.25 - 0.50 0.50 - 1.00 B EAU MO N T & Newnam, Inc. Non-DD6 Channel 1.00 - 2.00 T E X A 5 — 0 C���t$l� A LECI ADALY COMPANY> 2.00 Master Drainage Plan x y ■ ■ ■_., �r- ►' ■ ! ■ ■ r ELLINGTON LN.a ■ w A i ■■ ■ ■ rw D_...�_ (PRIU�ATE)� VILLPAGE'DR■ r ro ..;-� ■ MERLOT DR ■w D ■ T ' � THOMA�S-C-T A. r 1 ■ DR-- +k_sR y ■ ,..: . w ►r' BAYOU BEND p� z w WIND AA w �� M ■ Y - ■ ■—_ r-'r N POLYdD'R z f- D,FF CHASE DR LLI o LL IN z" D ego 0 *14 1 - - J. 41 j` ■BLUE60NN�T i ,Aj HARDWOOD LW •, ■ AT z7 �Z a �k'! s■ • a ■ Y J GALEWC LNG S� * ■ y , z i o N■TANGLEDAHL LN ■ [ i O NPL O hFs p ,z+ti,: ' ■ r...,�-.. Y ■.►FIELDWOOD LNr O�PNtP Y�', r. k:' .af. "w•. ; TF ,OF e _ PINKSTAFF LN ■ { p n A. ■ EBONWOOD LN, ■ -w 0 qr J r.. ZENITH LN w DELLWOOD LNt O 12, - [[ 01 Y #01 WIL�CQX LN s:a ■ ■ _ w Z v�et ► Y I _ Z • ■ ■ ■ N a 16 E•L-LINGTON P-L' • ■ 4lf m F- z SERENE -DR if+,y Bi4YME)OD�LN r - ■ ■ ■ y _ W ■ ■ r z — >� 9 ■ - t= ■ ■ d k ■ < o ■ Cn Y =- DISHMAN RD ■ N y t 2 L-ANARK ■ O v t tiViIKING•DR _. -. ■ m ■ ■.z ■ LL r ■ ■ ■ ■ WINDSQRPPKWY - - m- ■ izo j ■4p€ r • *WEBB �. ► a -a. ":; ■ GLADYS qyE 202-EBasin B•� �,' W ■ ,. ■ ; ��M. 202-E Basin B '. N - ❑ - _ �� �• �" � �� ■ �O?F s 3 x `� �" _ ■ ■ r "G= j ivAZALEA DRr i QF ■ ■ r� �r r tiOL•E�ANDER+DR '■ • F •"{' V [ } i ? L f r s ■ z } - E m if _ ■ -•f"� �- W Q� w r . Y F- .� ice- --- ■ _ - 202-E � 1 r ■ _ - � No TER LN ■ e�;.w. pi O WILCHES _ ■ f y .., < •LIMERICK DR D' ; .91N in''"'"""_;,: •.-N CIRCUIT DR m S:HANAHAN DR `z J , w 0 ` O r ■ �' ■ O FROST ST ■ cn Q F- �.....' ■ W.©R o ■ ■ ■ ■ ■ WILDER DR ; , * O O z D (PRIVATE) GLEN WILLO O xL CLINTON STD'' Q ? J a ■ ■ L W ■ ► ■ ■ ■ P. ■ ■ ■ ■ ■ ■ ■ ■ w a - GLEN MEADOW LN - - WEST,GATE DR ~�mn 0 o ■ o o :v m = � D ■ .� .- PANSY OR 7 tJ p �. ;} BURLINGTON DR z O■ J S � . o. Q rW o Q - KILLARNEY DR m m ■ v ■ O O -p cn ■ Pie J Q w ■ r ■- A O v m 7- O �wD:R. z Z v �� ■ O Y — s �© ^e SALLI€ ST pO�s 0 ■ ti, p W Y�.�..-. BLARNEY ST} r Gpy r ■ ■ 0 o w z n �' m � a )A �' v pF` • o FS ■ w Q W ■ G" O� r p A �vF t FT ► r O a WEAVER DR V ■ MANION DR ■ ■ l� MPQR\O r R,. ■, ■ ■ SHENANDOAH DR t. r M ■ pP�y •�OR��? ■ z 0 Q Q Q ��O O ���gC r ■ r ■ ASWALLOWD ■ ` ■ ; ..._ * ■ ■ �# ■ SHILO.HoDRt ► a ■ �. ■ zOQamoO�� * �� �PJ�r LAVREU ST * NpNNOE tN d m Q�� GPO +a e ; .©RIOLE DR ! oo ar"ry Location Map Legend d Exhibit 115 e06 ® Project Area Existing Basin Existing Ponding Extents Proposed Ponding 4 0 2,300 Depth (ft) Proposed 25-YR Ponding - 3A Existing Storm Sewer Proposed Basin +; �d g Existing Lift Station p 0.25 - 0.50 Feet _ � < 48„ av Beaul ■ > 48n DD6 Channel Proposed Storm Sewer 0.50 - 1.00 B EAU MO N T Lockwood Andrews & Newnarn, Inc. Non-DD6 Channel 1.00 - 2.00 T E H A 5 — > 2.00 Master Drainage Plan O Cdi►ytSl 1i1` A LEO .4 DALY COMPANY g r �, - ■ ► - PRIM TE) " ,,1 • • ELLINGTON LN r t ` y ■ ■ ► ra ■ of ti ' ME-RLOT DR VILL�AGE�DR ■ ■_ • ■ ~ ■ ■ A • �0 ■ ■ v THOMAS CT -. _. A. OU-SEF INDCHASEODR .�_■�: . ■ 7. w ■ ND AL � ■ * z , . 'tom t ■. - O `PQLhY UR 4• z & :122, _- r o i _ *0. } p,E_P CHASE DR w , w zz _ 1R_ t'QYO U -,3 J ■ ► ■ � z ►� z w LN 00 ►gLVEgONLL NeJ • > HARDWOOD LN ■, uJ 121 5' Z ■ z ■ Q �� - ■ J v 4 .h'/ � J TAN�G'LEDAH�L�L■N ► �.■■:p LN Offt'kN '--117 Z ■., Q FIELDWOOD•LN 0 PN� r, rs'�I� +' Y N .v '•. ~�• * rf :. Rp �; -LIN EBONWOAB►■N • PA f` Uwi . d /A 5.� Z�. zo.x �zo-x 4__ ... ■ 0 TA f �1 ■ ,4 • a.. [ " ^ .�.. r4 gTFJ W ZENITH-LN l f D,E-LL•WOODrLN 0 WIL_CQX LN � `�. i F . w z z ■ PDL 'r ' N PAL W F- z -tSERENE DR+ B°A�YaWtO.OU�L■N • ■ • cn WELLLNG�T�O` " z a N RDD a. ■ ■ ■ ■■ a Q W1 r >m DR• l' 92•� LANARK LN ■ . ■ � ..,� R� Y • ip .� hV K NG r ■ 4'S . •iz LL r ■ ■ ■ ■ WINDSO'R PWVV�1( . mram---� 1za * l i z ■ Q ■ ■ ! - ■ AV s=�► ■ c~i ■ .` A * o■ GLADYS J 202-EBasinB WEB7' r � . 202-E Basin B i Bs.�N r • - '�' Z I � • • JAZALEA DRY J ■ . O '■ ■ ■ ■ z �!.• •L 'OL-EANDER4DR ■ F- V z j 202-EBasin B � - - . J' v — �: •^ ... Z .�~ C 1 '1 ■ , - _ -' 119'� 202-E Basin B • C '-+��. - - ••■ � ,• UJ� o �.. W�L�CH;EaSTIER LN 9r Q �• ,LIMERICK DR 4 D ti �.. ~N�GIR6UIT DR ► - - ■ m *- ■ �1 S:HANAHAN DR J N, .� `. ;. i • 0 w. FROST ST a ■ O>_ ■ v ,*--WIL-DER DR a 0 z u Zp2�1. (PRIVATE) GL-EN-WILLOW'©R O ' �� O N i' ' ' • + k: �- w• CLINTON ST z Q 2 7 W U ki.� iY: y :�� D ■ ■ ■ ■ a ■ ■ ■ ► i• Q' U W GLEN MEA OW LN WE�SfTGA�TE D'R m z •• GgTF DR �. 0 2 N 0 O PANSY 3 - G BURLINGTON.DRr-� 3 W S4 1r O. a T. ■ 0 m O A v z ■ .■ o ►■. z R E 4 cw7 'o o o z z �. ■ o■': o J f 5v �02 . J� ■ ,. - p, Q""w o G ��- ..KILLARNEY DR m. �.:m r 'O o y p . N _,. l S PEE Zm J ■ p W O O o w - C A ? p p ? p wr — �O� F11m SAL■LIE ST OOP p,�, f—� w Az , uJ BLARNEY ST m Z A l ,y A O 1 P`r �pO GP *• M a a z r a N ?� F,) o� 'o GP�� o o vFF 5� Q R J 4 p LOW D ■ w w rg N a r> �.,_ ?� '� MPOR�OyO��` • ,PS,. v �SWA R WEAVER DR ' MANION-DR r �►* SHENANDO'Aw"DR �y �- C Q w w ■ r ► • ■ �O�v z0. Q o o.A�•O 0�\� * A. L T ■ ■t SHILO.H-DR►_ ■.. ■ ■ :� ► ■■Qm00�w P�g�-�� �G�pJ� . •AVREL S r .t ■ * a, . . ',.. -zy - :: T } *y: , ■` {V Pr1NO' E �"� a a 0 m GP�� } 0p Ri©LE U Location Map Legend Exhibit 116 _ c00) ® Project Area Existing Basin Existing Ponding Extents Proposed Ponding — — 4 0 2,300 Depth (ft) Proposed 100-YR Ponding - 3A ExistingStorm Sewer Proposed Basin Feet Existing Lift Station p �� 0.25 - 0.50 av Beaul > 48n DD6 Channel Proposed Storm Sewer 0.50 - 1.00 B EAU MO N T Lockwood Andrews & Newnam, Inc. Non-DD6 Channel 1.00 - 2.00 T E X A 5 — > 2.00 Master Drainage Plan O Cdi►ytSl i1` A Gf0 ADALY COMPANYg LL O W � > ARj0jOLIDGE II�R-ST Z OAKWOOD LNW 3,C;O.OL-ID.GE*S.T.-• . L ST7GO p _ o ■ t�` � N �ASHWG)OD-L-Nle y F w W W ST ZO l U BROWN ONE m ■ W TAFaT&ST ■ y +.r � z ■ �� PARK LN t q �O r- FORD ST �e0.4< F��?G� ` ��^ z oC Q 0 C pOD DR ! =L•N O to � � r � '�TIIiAB�ERV11©OD REAGAN ST ■ o !y �9 F 00 U� 22-a (PRIV ATE) ■ o �O Rio IX � LD ST !. 2 � J -�- LITTLEFIE 0 F L m N BL+ACKMON-LN�'� (PRIVATE) ■�— 00 W 'f'y W ASHDOWN DR Z" Z THOMASJtN ■ w� DIANE'O�• tV r � J , Q GI IADWICK DR THOMAS WOO ■ Z = BLACKMON LN tm v �y �(BIRIVATE). N W NJ, DUNLEITH DR l fi�' ■ X THOMAS�GLN LL PRIVATE) _ MONr1.CELLO ST� ■ F- tS CT ■ M W a i A 1. ti z o J ■ ■ YW TAFT ST ■ i ■ C COO V PRIMROSE ST i �� w� COUSINS POPE ST z Q J W w J U .BEATSICE ST THOMA E-LMHURST DR ■ Fw ■ ►is DELAWARE ST f- ; H BRICKYARD RD BAYOU ■ u_ m S� �._'' X J ■ BEND pl ZO ■ �' j�j • E- O m H'OLW N r �� Y N 1WL-ROMAN ST N w V m ■ N °��' pURDEN`ST w F ERB Lj _ ■ z ■.. N cn 1u U v N D HOOjUER.yRD i r SPINDLETOP SQ �� ■ GE RD ■ ■ 2 m N � ■ 0 T OOLLIN R HARDWOOD LN .p, ■rn y �WOO:D LN 7 r X O J GALE . f Ja TANGLEL LN = w V ► WHEAT DR TO:CCOA RD �1r z " Y FIELDWOOD LN ■ ��� GVM�N N �. PINKSTAFF LN p ■ O EBONWOOD LN �. �KENWO DR Cl) z 120-X •; fN - F J N �,2 w ZENITH LN 4 DEL+LWOOD LN ■� v~i DURWOOD DR IH 10 E r p o IH 10 E RAMP IH 10 E RAMP z _ r o J J r Cl):BEECH`ST z° w F F N "CQ.RKWOOD LN p N' CRESTW©OD DRY a N 10 E RAMP IM 10 E K • w w LL �:;- ■ Q rgRENTWOOD DR N LOUISIANA S > z ! OOD LN W F a J t= SERENE DR 'L - B-.A�YW ■ cn w a : w z m L 2 Q ^0 U �� �� G O z AUYS AUE VIKING DR 1-P°Ny ■' VEMTULRA LN t� y z w 120 - # �0 ��p J o - -- - . - Y f EVALOO N AVE ■ ■ +►' Q J EVALO�N AViE � � x p GLADYS AVE rU u~i N N Z rn 0 _ ' �x r� W N o = A(SHLEY AVE Tw TWi Location Map Legend S Exhibit 117 2 RS .' C o 2,200 ®Project Area Existing Basin ► Proposed Storm Sewer Proposed Improvement - 36 A> DR _" .1 RWICK DR MF_R.LOT DR dI Feet Existing Storm Sewer *` Existing Lift Station Proposed Basin Beau Lockwood, Andrews } ` 48 DD6 Channel B EAU MO N T LanExns Pn�i,n Pi�� & Newnem, Inc.lnC. � > 48" Non-DD6 Channel Master Drainage Plan U y�$t A LEO A DALY COMPANY g 3 Lu 4 Lam. ■ ■ A ■ y * ■ w ► ► r A,z �m Q r A 2 p it �pR/Vq`Tgj O W ■ Z ■ ARTHU;R-ST ► ;X►` ` • ■� k r OAK,-VOODi�LN J F ■ 4 _ w TAFT ST ■ ■ w ■ COOLIDGE STr ■ r • ► ��p' Lu to Cn ■ ram= RALEIGH DRr*TAF�TiSCT ■ �G r +ASHWOOD-L-Np c0. ■OLIDGEI.ST m ❑ ■ ■ a■ O tiC ■ F9F�� z # w O,QO ■ PRIMROSE ST .4r-. �41 O w m • z� ■ 13ROWNSTONEDR� Y .POCOUSINS q �p N� �L,� z m + • A MIL,TON�DR Y'':- - PARK LN ■ �e0 �G� ;�f ❑ p ■ ■ + A ~► ■ ■ FORDS- ,Q Q ❑ ' p ■1 r- POPE ST p - LITTLEWOOD ■ ■ +� O Q ■- to A' �TIMBERWOOD LN .. t O v l w i► > �r� REAGAN ST ■ ❑ !y �9 FA ❑ A > - z V� ► �+ -,zz-a -- (PRIVATE) ■ o FO =:r '� ��s�F w w t J U 5 -. { to J ■ LITTLEFIELD ST uJ �- ■ ,,■ W aJ y � 1 4 ■ ❑O (n BLACKM©N+N■'....._ r r � ,-►'O�' r� r W' (PR1y ATE)-' . ■ O s . p Q �► W ■ASHDOWN DR �R ,. 21,p ■ r 1 ■ G _ 4{ THOMASILN • �: ■ W. ■) DIANE ❑ r If t= 1 to W A - ■ o TRICE ST. O-w ! OAKMOUINT.DR..:.. ■ = 7 x BLACKMON LN r• FAI'RMONT DR ■ Q �• CHADWICK DR THOM.� WOOD ■ Q U 9 �y ■ ■ ■ ■ BEA . ■ LL ■ ■ ■i R z r O ■ ■ r�PrRIVATE) cn w ■- DUNLEITH DR y ■ LL X * �v> BERWICK DR ■ ■ , THOMAS GLN ■ t 4r� . �■ ■ ■ �� ■ MONTICELLO ST `(RIVATE) _ ,N� ■ ■ w ■ N MERLOT DR ■ ► ■ ■ THOMAS' CT ■ ■ r ■ ELMHURST DR * ■ ■ ■ �■ DELAWARE ST N Co BRICKYARD RD 1 x! `+. BAYOU BEND - E- ■ _ ; V w CE :Z ■...._ r • "�"' ► ■- P`► ■ HOO LW N r ❑ �� ■ _ `= v N �a ROMAN ST \ zz - . F Q ❑ J Q * , _ i� < iJ _-" r" y w ■ ■ N - °~' v URDEN.ST COLu x ' D t Y DERBY LN z _ ■ , k HOOVER RD O z 1 �rj - ..-. ❑ z � v ■bpi _ ■ * a T a 4 • r: N r A SPINDLETOP SO ♦ N - + ■ ► ■ ■ ■ ■ 2 v z i` ' , OLL�NC'ER RD ■ o W ■ �.Y�ry HARDWOOD LN .�4 ■ J ■ ■ G) ItuJ D z GALEWOOD LN l J S V C1Y ■ to ■ O■ T} i J TANGLEDAHL LN = w WHEAT DR v r �TOCCOA RD' Q ■ FIELDWOOD LN ■ ■ Zp �,� ■ Y ? n - r or ■ Y .�S'�'' . to ■ ■ ► ■ PINKSTAFF LN ■ ■ r ■ ��► _ r ■ SSE y ❑ KENWOOD DR ■ EBONWOOD LN.. ~ M w Q w ZENITH LN A, k u~i DURWOOD DR ■ ■ ■ ■ •. • = IH 10 E ■ ■ + z DELLWOOD LN o + r �■ ■ IH 10 E RAMP ■ If 10jE RAMP e �"r. ❑ J �` ■ ►■ ■ r ■ • e4 BEECH ST �`■.^ ~�: z w FJQ- Fr- r N CORKWOOD LN p N 4 ■CRESTW©�OD DR X r �F/ 10 E RAM S■ IH 10�E, y . L 7 F- ► X J ■ r , w W - ., F �3 ■ 1 w �• ��✓✓ N r • ■LOUISIANA ST u Q BRENTWOOD DR N + > z z BAYWOOU�LN w ■ ■l # J F- — SERENE DR 'L r o 4 u~i w a • r m o ■ r ■ r F . a Nb z GLADYS AVE ■ 4 v Al*-LN �� Z �.. VIKING DR VENTURA LN f� ■ • ■ z to • ■ J■ ■ ■ s . C Y y ■ F- ■ Q x O { - x EVALON AVE — - - _ ■ cn J ■ EVALON AVE ■ ■ GLADYS AVE. s. •. c , 2 w ` ■ ■■;. . ► r ■ J z ❑ u~i V: r..AtSHLEY AVE _■... f ► • w N o x • ■ N N N ... Location Map Legend Exhibit 118 x C, ® Project Area Existing Basin Existing Ponding Extents Proposed Ponding o 2,200 Depth (ft) Proposed 2-YR Ponding - 3B Existing Storm Sewer Existing Lift Station Proposed Basin Feet + c 48„ 0.25 - 0.50 Beat° > 48„ DD6 Channel Proposed Storm Sewer 0.50 - 1.00 BEAUMONT Lockwood Andrews La n & Newnam, Inc. Non-DD6 Channel 1.00 - 2.00 T E X A 5 - A LECI .4 DALY COMPANY > 2.00 Master Drainage Plan �■ r ■ ■ ■ ■ ■ r ■ w • Lu r ■ " ■ w ■ ■F ■ ■ (pR�VATE_ O ■ S ■ ARJQ'0 l1R-ST r • t ■ ` Lu ■ j ■ ■ ■ r■ r r OAK\NOOD LN 2 J ■ tr + w TAFT ST ■ ■ ? `4RALEIGH DR4 ■ 1; o COOLIDGEI.ST w LIDGE STV ■ ■ • + ��p+ ■ ❑ v' ; ■ Cn ■ o. ■ ► �G r ASHWOOD LN cO" ■ ■ '+1� L ■ ■ y --zK m ❑ t ❑ r �9S?,F�� Z ■ w O,QO ■ PRIMROSE ST ` ► i ■n p■t L) ■ BROWNSTONE DR ■ T� O w 0° ■ 2 r z ■ t� -F cn p p i i,- j TAFTcST �. y .c z • s ai aOU;SINS v ► o N��. ■ ■...► MILTON DRa ■ _ 9�Q X� ❑ o • m i ■ N w r ■ Y 1• r PARK LN r■ -0-,zs--.,_� _• �:�_.___ FORD ST■._ eO,Q< F�EI,G i� Q ❑ ► ■ i o ■ ■ POPE ST p e ` _ LITTLEWObD DR ► ■ * ti fr�G 0 , O Z > A w � ■ • r� 'TIMBERWOOD LN • 0'IN 1 v • � a A■ o j REAGAN ST ■ + ► r ■ o !2 �'�y �• ❑ ■ A w ' :y .T ❑ r C�� ► ► z-a.uj 0RIVATE)" _ + z �� � O U A * ■ f J ? °� J ■ LITTLEFIELD ST 4 s -• + n -W r r +f 4 r►�O❑-+� ' m ► * (PRIVATE) ■ r BL�ACKMON LNG r r ❑ d W ■ASHDOWN DR �] ,p • r r r r = ■■ ` ■ ■ i = Z I ■■ THOMAS�LNr ■ w►!DI'ANE'pR W ■ hl _ yr ■ ■ O • OAKMOQNT DER N 7 ■; .� ■ Q v gLgCKMON LN r ■ `S FAIRMONT DR Q ■ CHADWICK DR THOMAS WOOD Z ■ i ■ *. �. gEgTRICE ST ► LLO 1 ■ ■■ ■ r ► ■ ■ r ■(PRIVATE) m �y� C ; `G�<< ■ ■ ►■ s ■ ¢ ■ DUNLEITH DR ■ LL x 90 r ��Q - ■ BERWICK DR ■ ■_ ° ,-i ► THOM, I GLNco Y' 0.■ ■ � -■ MONTICELLO ST (`PRIVATE) ■ Y iP1 ■ MERLOT DR r + ■ ■ ■ ti THOMAS CT R ■ ■ t ■ ;' ■ ELMHURST DR ■ ■ ■ ■■ ■ •CDELAWQRE ST N N BRICKYARD RD ■ i' ■ ■ �`�■ ■ 0 x ' r ■ ■ ■ ., ■ ■ ■ ■ r ■ , ■ ■■ , ■ ■ w. y 4 ro cn in ❑ w ti ■ BAYOU SEND P` ■ z ■ j�hJ g y:. 4� T, O W r H©LW N ❑ Y ,� tui.a+ROMAN ST If -j T Q - ► tY. m ■ cn -�•: f � y �x rn v pURpEN-ST p Z ■,DERBY LN z 2 ■ W \.. U ■ ■ 1 * N . {, v N Dv HOOV.ERRD`"='es. F r ■ ■ ■ Qn' ■r~. + _ ► ■ ■ ■ ■ ■ ■ + ► ■ ■ ter. r r pr ■ t SPINDLETOP SO' �� . s? GER RD ■ ` ■ r ■ ■ ■ ■ Z Z y y �p� OpLC1N f * : W ■ ■ • ■y HARDWOOD LN 3 7 cn n ■ E■■ t ■ t-■� w v • } T z x GALEWOOD LN* ►` >x ■ ■ ■ (n ■ ■i O z -i J TANGLEDAHL LN w ■ ■' ' '�� ■ ■ dO"CCOA RD, �` o ■,..:• Q ■ f FIE LDWOOD LN ■. ■ ■ WHEAT DR v� ■ ! y zo ■ ■ Y • ■ y ■ +�1 _ ■ S�(JEE� GUM LN + y r am-" PINKSTAFF LN r ■; r ■ ■ ■KENWOOD DR ,� �► r '� Zr ■ r zo-xc-� : ► ■ ■1,■ ■ EBONWOOD LN N ■ y ► r- , ■ y , ■r w _.mow - ..l ._ Q A ■ ■ ru+ Z,2 w ZENITH LN * • ■ ■.DELLWOOD LN' ■I• O : uri ■ ■ �DURWOOD DR+ z ■ ` ■ ► ■ ■. 2 ❑ } ■ !� ■ IH 10 E RAMP r rIH 10 E RAMP ■1 -+��- w J LN ■; N ■ iCRESTW�OD DR ■■ U r 1H 10 E RAMS A. rlFl 10 E ■ ■ ~ ■ :BEECH ST r, w N 1■,4 CORKWOOD ❑ i ■ X A ■ ■ A 1[ 2 ■_- . r r � + LoUISIANA ST `■ w w LL y Q BRENTWOOD DR ► ■ ! t= z SERENE DR ��. ■ BAYWOOD LN ►. N ■ ►' - ■ ■ w �o , uri w a •�■ ■ ■ w ,� ■ m z ■ L4 ■ ■ ■ ■ ` V ■ Q �� �w GLADYS AVE O ' ■ r LANARK LN ■ r ►Z •• ■ ■iF ■ r VENTURA LN VIKING DR uj ■ ■ rn ■ Rr z 20 c �0 1 p■ ■ • ■k ■ m■ ■ I. ■ • ► Y • • NEVALONAVE p. ■ ►a►.ir a ' cn J ■ ■ EVALON AVE ■ _ 0� r 2 y- +� - F Q N A N F Z i ..- LLJ y F- �V 2 f ■ ■ a z U) r ■ ■ AtSHLEY AVE • _ w N 0 2 V ■ ■ Location Map Legend Exhibit 119 = r_: C, ®Project Area Existing Basin Existing Ponding Extents Proposed Ponding c Depth (ft) Proposed 5-YR Ponding - 36 o z,zoo ExistingStorm Sewer Ry - Feet �.`{ Existing Lift Station Proposed Basin �� 0.25 - 0.50 Beat° > 48„ DD6 Channel ■ Proposed Storm Sewer 0.50 - 1.00 BEAUMONT Lockwood Andrews La n & Newnarn, Inc. Non-DD6 Channel 1.00 - 2.00 T E X A 5 - O C�l�r$l 11 A LECI .4 DALY COMPANY > 2.00 Master Drainage Plan ul ► M ■ ■ ■I a ARTHU;R-ST s r ■ ,,. �O 1 4 APR/Vq�TB O f w ► i ■ ■ .A ■� --■ p■ 4 OAKWOOD LN r 2 w l� ■ ■�� y� ■ t ■ ❑ Q r"i' O W TAFT STD t ■ ■ • ❑ ■ + w t J0OLIDGE ST7■ ■ ■ �G��Or: ❑ o ; ■ ■ N ' ■ ■RALEIGH DRa ■ o COOLIDGEt.ST C7 L r ■ ■ r1 o � • p ■ ■ a ■ t�` �� u~i • .r_ ASHWOOD LNOO � CO1v i ■. .. ► . y n ❑ ■ v 9d?^ F z w cO,QO ■ PRIMROSE ST ■ r■ z BROWNSTONE DR ■ T II w oo • ■ v J TAFTtST ■ ■ ■ ■ •'■ +�� � O ■ i COUSINS ■ _ qR �z e m ■ wwMILTONDRY■:c __. �, ■ PARKLN� r ■ w ❑ 0 ■ • A ~a -,zs- - _ i` * ■ FORD ST► ■ 6O EaG Q ❑ ■ ■ 0 A y; ■ POPE ST p QD ■ R O , Q ■ J +■ ■ w LITTLEWO' t ■ �N,F� ❑ z ■j Q vr� I REAGAN ST ■ V ■ ■ ■ ~ 1 �TIMBERWOOD LN ■ A i W i ■ Q ■ ■ s 9� Fy w ■ w F- Cn tr ■ OJ ■ U 4 t' y� ■ Z W ■ ■j: ,zz-a_..._-■..-_. _ _-(PRIVATE)* ■ zO �O A �t�` J W■ ■ 00 ■ LITTLEFIELD ST s �R- J W r * p0 N ■ , BL�ACKMON LNI ■ • � f ■ O ■ m ► PRIVATE) '� ■ ■ W _ N p ❑ r WJAHSHDOWN DR ( �] ■ •- ■ � OR Y 9�A r■ ■ 7 r ■ ■ ■ ► V� ■ = v�� THOMASJCN, r ws W ■ DIANE ❑ ■ ■ -IV _ ■ cn Z �II J OAKMOQNT DR ■ r z _ �i V gLACKMON LN m 'jam►► a r �■ BEATRICE ST `S�'�`F,AI'RMONT DR ' ► QADWICK DR THOMAS WOOD ❑ _ ■ ■ ■ ■ •� 4 Z N - N • ■ ■- ■ ; �i ■ W ■ ■■ ■ ■ ■ ■ ■ ■(PRIVATE) N .4 W -i ■ O ■ s ■ i� , 1 � m�� ■ BERWICK DR ■ ■ "6 UNLEIT*DR THOM, w GLN ■ LL � X 9� ,fix..- 1. ■ N a• ■ ■ ■ MONTICELLO ST (PiRIVATE) ■ �,� r ,� ■ ■ ► J ■ I'�I! r ' ■ MERLOT DR N ■ F ► �_ ■ 4 ► ► ■ THOMAS CT ■ a i ■ ■~ ■ ELMHURST DR �, ■ ■� -■ ■■ ■ •■■ DELAWARE ST N ra /^� N ■ ■ BRICKYARD RD rCD ■ I. ■ BAYOU BEND ? ❑ ■ a ■ �> _ O � !. ■ . fA z �� x. _._ - �_ r-�.._, ■ H�©LW � N � �• p�j Y , i ■a�ROMAN ST W ~ Y w Q �Q- H V _ ; ■ EN. ST - - - m Q - ■ ■ Lu q 7 a. CO ■ cn r y '. '' I ; m v DURD T■ ► i p Z ■■ ■aDERBY LN z U ■ ■ z W. CA 2 +. � Q ■ ■ "W ■ U N D HOOVER RDD ■ ■ y = i -„� ■ ■ r SPINDLETOP SQ r ■ ■ O ■ ■ 2 v z ■ 1-AL, Nis ��1NGER RD-.- 54, ■ > r ■ ■ r■■ ■ HARDWOOD LN . ■ 3 ■ ' - ■ y o� DO J W ► . rn ■ lll::::::JJ r � GALEWOOD LNT ■ ■ ■ ■ ■ �■ T •-TANGL€DAHL LN Lu ■ ■ ■ v._ TOCCOA RDi a t y Q ■■ FIELDWOOD LN , -' ■ t t t WHEAT DR A G �N ti r ,OF • i INKSTAFF L*N } _NY ■ , # P ❑ r ! �tKENWOOD DR r"" - r ■ �, S�� �O ► r r v .4 EBONWOOD LN I y ■ w ■ �■ ~ ■ ► = IH 10•E ■ - �,2 w ZENITH LN DELLWOOD LN cn ■ ■ wDURWOOD DR w .. O ■ f-i ■ IH 10 E RAMP IH 10 E RAMP -S► .o J J �1 ■ 4 ■a ■. 4 reBEEC'H'ST z W F F N ' CORKWOOD LN I p N ■ ■ yCRESTW©OD DR LL 1H 10 E RAMP Ili 1'0 E' ■ , W ■ .� W Win :ELOUISIANA ST . r ■. i. z z _ BAYWOOD LN w ■ BRENTWOOD DR N - y� W - SERENE -DR y ■ 0 4 ► m z ■ O ' ■ j GLADYS AVE a " v N VIKWG DR LANARK LN ►' ■. �� °_�' Rio t Z -, VENTURA L ► ■ ■ z ++ W _IF v .- a m + J■ ■ ■ ■ W rn VALON AVE a ° 1 = • - - ■ _ ' Q � ■ ■ EVALON AV•E',"� _ r 3� t J '0 �r-r * GLADYS•AVE }r i- _ N ■ U) [ ■411 z z u~i t=- o 'V AtSHLEY AVE ■ W N - 0C14 2 z ► CIA Location Map 0 2,200 ® Project Area Legend Existing Basin Existing Ponding Extents Proposed Ponding Depth Exhibit 120 Proposed 10-YR Ponding - 3B 2 u` C, c Existing Storm Sewer � Existing Lift Station Proposed Basin (ft) Beatu Feet Lockwood Andrews > 48,. DD6 Channel Proposed Storm Sewer 0.25 - 0.50 0.50 - 1.00 B EAU MO N T La n & Newnam, Inc. Non-DD6 Channel 1.00 - 2.00 T E X A 5 - O Cdiay�gt A LEO A DALY COMPANY > 2.00 Master Drainage Plan 3 If ' ` a n w i � ■' ■ T T ■ 2 Z -m..--..� _.tea:., a ■ ■ AR1I;IUR-ST ■ • + O �1'RIVA�T , O r f ... ■ ■ • a • f} ■i ► 4 OAKWOOD LN ■ r r ■ w •Ym 'J.. y ■ z �I ' 4 ■ tr F ■f O w r TAFT ST ■ ■ A A . . + o 4RALEIGH DR* ■ ! w COOLIDGE STV_ r ■ ■ ��p+ ■ ❑ C ; t N ■ ■ o C,OOLIDGEI.ST M ■ r ■ �G r ASHWOOD LN CO7 ■ ❑ ■ [yJ r �9S,,N �c PRIMROSE 8T ■ _� ■ z ■ � ■ ■ �� z ■ w m ORO ■ ■ TAFT�ST ■ BROWNSTONE DR .p� ' o r� J ■ v v z ■ ■ v i L-r ■4 MILTON DRS- ■+ --_ - - PARK LN ■ N� �� w m 4 k r Y r r ��e01 � ��EaG�� �� Q ❑ ■ ■ ■ ■ o { r; ■ POPE ST p zs- w- _ --- -- ". • ■ FORD STr.0 i DR ■ ■ ■ ' ■ ❑ a r • ■ w LITTLEWOOD • ■ ■ V �TIMBERWOOD LN ■ O v 4 J Q ArC j RE ST ■ T ■ o !y �•, F p O A j ■ Q ■ ► F 9�, w ► �O w ■■ ■ z V ■ ►}: 1zz-a. PRIVATE)'— z o. �., J ■ U a * '�` ■ , y ■ y 00 ■ LITTLEFIELD ST e w F- ■ "'i �■ ' • �� ■ p N • � , BL�ACKMON LNG 4 r • yt* ■ o• r w r r * (PRIVATE),- ■■ p w P- �9 R. A, -44 r v ■ Q 7 4 ..-►ASHDOWN DR I ►�. � r ■ ■ ■ ■ ■ x THOMAS L•N 1 ■ w.■SDI"ANE ❑ a ■ ■ i W ■ O ■ OAKMO�NT DER ■ Q • CMADWICK DR THOMAWOOD ■ Q z BLACKMON LN :� 9 ,may ■ r • BEAT ST `S F.AIRMONT DR ■ � • ■ ■ r LL s■ ■• ■ ■ ► ■ ►. r i( 'RIVATE) m cnj 's ■ter■ ■ �i` ■ ■ ■ ■ ■ DUNLEITH DR THOM"GLN ■ LL �' K v a ��Q ■ BERWICK DR ■ ■ ■ ■ c O ■ N ■ k VATE) , r�� Y ■ • ■ ■ ■■ T ■ MONTICELLO ST (PRI■ k too'.. MERLOT DR ■ r► N r THOMCT ■ A r k ■ t w ~; ■ ELMHURST DR ■ ■ T. -4•■ .4►■■ DELAWARE ST BRICKYARD RD �, ■ BAYOU 8 NDPL ■ p ■ ■ �'� e .0 Lu _ e�aH©LW.. p ■ �, p * . ROMANST ~ 122 Y. J Q ...e- . x r MIc�ipUR` Z raj Z S. ■ Z ■.. s z r: *,DERBY LN J U ■ 1 N x Q - '" ■ w c� D HOOVER w s r. ❑ r 1~ ... ar i► r r i u> f ►..■ y a ■ r SPINDLETOP SO • �` ■ i ■ ■ ■ 2 � z T m �,,� pp GER RD ■ ► rn w ■ ■ r■■ HARDWOOD LN ■ r r ■ ■ r r r O , GALEWOOD LN ■ ■ N ■ O ►+� T, "d LL TANGLEDAHL LN w ■ ■ A. 'r r ■ WHEAT DR F ■TO"CCOA RD. _ e Y ■ f FIELDWOOD LN ■ f ■ ■ l 4 r ■ s S�EEq G& 4 ,wPINKSTAFF LN, ■ ■ i ❑ ■ ►KENWOOD DR ■ ► r ■ ,. EBONWOOD LN � y } Cl) ZENITH LN ■ ■ ■ ■ DELLWOOD LN ; 7 ': �� u~i ■ ■ ■DURWOOD DR -'� ►' ■ ■ A. _' IH 10E IH 10 E RAMP ■ ■ ■ ■ ■ o o ■ ■ IH 10 E RAMP o z ■ F= ■ W 4 ■■ ■ ■ BEECH+ST T wF F + N �,IVCORKWOOD LN:, rt p N ■ ■ ■CRESTW©OD DR LL ■ �H 10 E RAM* • IH-10 E ; 4 w w LL ■ Lu y a T N * ■LOUISIANA'� z ■ { BAYWOOD LN ■' ��"" r w BRENTWOOD DR r t ~` r ■+Y1■ ■ z ■SERENE DR* �'G �-'" 4 ■ } �o , u~i w a +�, ■ ■ ■ ■ ► w ■ ■ .► ■ 0° ■ ■ } ■ ■ o ■ ■ ■ r F ■ ¢ �� • GLADYS AVE �'mIk4NkjQR ■ LANARK LN ■t,r �•VENTURA L■ ■ ■� _ fJ ■ ■! ■ • ■ ra z W ■ ■ ■ r.1za_ ''� ■ ` a • (0 �i i r ►� ■ ■ ■ Y ■ N EVALON AVE ■ ■ ■ R J ■ ■ EVALON A _ H V N A zf� W y rn ` ■ GLADYS AVE; ' r X-r , �-- ■ r p F x o Y... V ■► EY AVE ■ ■ ■ ■ w N o .` x ■ ASHL ■ ■ 04 Location Map Legend Exhibit 121 2 r_. C, M Project Area Existing Basin Existing Ponding Extents Proposed Ponding ` Depth (ft) Proposed 25-YR Ponding - 3B is o z,zoo ExistingStorm Sewer 0.25 - 0.50 Ry - Feet �.`{ Existing Lift Station Proposed Basin `48„ 0.25 - 1.50 BEAUMC3NT geaLO DD6 Channel ■ Proposed Storm Sewer Lockwood Andrews � > 48" La n & Newnarn, Inc. Non-DD6 Channel 1.00 - 2.00 T E X A 5 - O C�l�r$l 11 A LECI .4 DALY COMPANY > 2.00 Master Drainage Plan 4 �, ■ ■ r > z ► m > - �ARTHIIR " r ■ ,r ti 0 R/VArT O ■.I, ■ ■ ■ ❑.• �►. OAKWOOD LN 2 .. r N O W TA, FAT StT ❑ '.Q _mot41 'i ► ; W Cn A COOLIDGE ST O o RALEIGH DRa COOLIDGEISTO ■ ■ ■ ► a� �� ��G\��N r ASHWOOD •LN,o.. CO� m o ■ r ys�F� z, ■ w,. m cORp ■ PRIMROSE ST "4 9 t .� t v 4-# BROWNSTONE DR .p� TA.F.TtST ■ • �� +.c N J COUSINS [ 011 ■ 4� MILLQ.N pYr l =_ M PARK LN r pLu i" ` o + m r * �' ■ FORD STv.- . 1 w - i O,Q�� ��El, ■ Q o �o AG } A POPE ST i ■ O 4 �■ ■ w LITTLEWOOD DR'. ■ , - .'1`{ `` zQ j i ■ ~ �TIMBERWOODLN 0=; o. r l w- ► # Q �►� REAGAN ST ■ ■ o !y �9 F ❑ A R a > � w '� w �� ■ z ■ V� • ■±_.,zz-A.,-� .._ (PRNgTE�) z F� '� 9djF y0 J a 'i '- U Z ► w Wr ► J 10.4 00 j �, ■ LITTLEFIELD ST ■ o *' . +'os L 's m Y f'.1 # ■ .'"f ��■ r �F r �r , x. ■ W r a O N A BL+ACKMON _ O "` �. y!•* ► ■ t m r (PRIVATE) ■ ■ O w f ■ 'A9 ■ ■ • . ❑ .� Q W ■ASWDOWN DR ► ■ 3 OR 'Llp t ; s : a ■ ■ V x 7 a■ THOMASiL•N `�W I�.DI"ANE' ❑ r ■ �:. 41 1 = t■ ■ N W a OD G s LN �� rr �j O ■ OAKMO�NT D,R ■ 7 ADWICK DR THOMAS WO - x BLACKMON m >, ■ ICE ST `S FAIRMONT DR a Q ■ CM ■ Z V 4 y ■ ► ■ ■ ► BEATF2 i LLO ■ ■ ■ ■■ ■ ► ■ J. ■ ►PRIVATE) t'!can �_� : Rt N� , r ►� R■ ....� : ` ■ y s ■ ■ DUNLEITH DR ■ LL ■ X ►■ 9 ;� ■ BERWICK DR ■ ; ■ ■ THOM .S�GLN � ■ N * i ■ ■ ■PRIVATE - x .A r � ■ ■ MONTICELLO ST (R ) ■ r_a. ■ ■ ■■ f I ^ MERLOT DR ■ R r ► ■ N ■ THOMAS, CT :. ■ ■. ► ..„ _ ■ ■ -•_ ~; ■ ELMHURST DR }'► • DELAWARE ST N t ■ ■ ■ ■ ■ r i , ■ ' BRICKYARD RD If 14 o w * ■�BAYOU48END.,��� z i� ■ ta-s� s UO w i ■ �' I ► O ■ 'Ilk E- m i ■Z ■ _... rr W H©LW N ■ l ❑ �� ■ -+ ;t y N ►a+ROMAN ST � .�_~ R,zz _. - Y w Q �a �- ►_- Q ■ N.ST ►� tQ ■ �w r` x, m ■ N a - + r+ m v DURDE r■ft rO ' Z~ ■ T DERBY LN J U T Z y/• N = - ■. Q a s ww ■ 8 U N D t HOOD VEER F2DD > r ■ A4 u> ■ rl. o ■ ■ ■ Ns ■► riT■ +w� , . _ •,r�.!t ■ ■ ■ t f ■ w■ ■ 1 ■ . r cr o y SPINDLETOP SQ GER RD—_ s- .�tN > ■ ► r■► HARDWOOD LN , ■ ■ ' w ■ m■ -r' p ? ij GALEWOOD LN ►yMR ■ ■ v� k !.�. z 5 ■ TANGLEDAHLI-L+N x w .■.Tv — .RD• ■ a Y ■.� FIELDWOOD LN• ■ ■ ; ! ''-' i WHEAT.Vkk DR - * ; yi t y� vM�N v f PINKtSTA-F ■ .- fKENWOOD 1 ❑ r r. ■ ■ ► ■ �.■ a EBONWOOD LN* ■I ■ lrrr•. ■' '� Z z0-x:-r - A N : p i "4 r w r ♦ZENITH�LN * ■ ■ OOD LN ■ ■� ~ c~'n ■ ■ ■DURWOOD DRa N IH�10+E °+ i^ .`. z, + > L ■ DELLW O ■ . IH 10 E RAMP " IW`1'0 E R+AMP a z ■ ■ .■ ■ ■ ► 1 x o r. s� ~ ■ � 4 *CRESTW©OD DR ■ SFr 10 E RAMP IW41�0 E ` - BEECH ST �,• I1 Q = ■Lu CORKWOOD LN, 1 0 . ■ ■ x Lu w _t LOU,ISIAN�A S > z z ■ BAY►WOOD LN ►� w BRENTWOOD DR w V b t#' ► s ■ {. w F- _-rSERENE DR& 'P • �• 4 � ■ ► �o , (~i} w . a � �:-- ■ ■ a a ■ a m Z■ VIKING DRY XLANARK LN ► ►i, ■ G5 ■ rn r :9 w■ ■►■■ ■ �,G& Rf� �. ':, ■ -• VENTURA LN - ■ ►.. r ■ ■ z _ ■ A f I ate: = Y❑ ■ ■ ■ ■� Y E,V/ALch ON`AVE, � . _--��__^ lam% ■ ' �;t =■ cn ■ ■ EVALON AVE = O f TAt �: ■ - »# GLADYS AVE ... N + U) r"`ti Z _ ■ ■ { z ❑ u~i tx- ~� V ■■ ■ AtSHLEY AVE ■ t -.-- W N — O - x ■ ■ V N N N Location Map Legend Exhibit 122 x rod C' ® Project Area Existing Basin Existing Ponding Extents Proposed Ponding c 0 2,200 Depth (ft) Proposed 100-YR Ponding - 3B Existing Storm Sewer 0.25 - 0.50 .3n� �d g Existing Lift Station Proposed Basin Feet _ � � 48„ Beatll - ■ > 48" DD6 Channel ■ Proposed Storm Sewer 0.50 - 1.00 B EAU MO N T Lockwood Andrews & Newnarn, Inc. Non-DD6 Channel 1.00 - 2.00 T E X A 5 - > 2.00 Master Drainage Plan O Cflliayugt La n A LEO .4 DALY COMPANY g 3