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WIDTH (FT) AVG FLOW LENGTH (FT) 100-YEAR (CFS) Ai 13.51 79 5985 100 88.13 A2 6.55 0 571 500 26.69 A3 13.56 25 1969 300 7546 A4 15.32 13 1907 350 8243 Bi 19,42 43 8459 100 119,67 G1 44.27 0 9642 200 1 245.17 G2 6.86 0 996 300 32.36 O1 33.37 0 4153 350 99.87 E1 28.25 0 3846 320 145.45 E2 63.05 3 9155 300 306.66 OUTFAIL-1 159.66 --- -- - 705.46 OUTFACE-2 686 --- - -- 32.35 OUTFAII-3 44.27 --- -- - 24564 OUTFALI-4 33.3] -- -- -- 99.84NTION ED ARE INCLUDED IN THE MODEL PER THE -ORAINAGS AND DETENTION FOR THE BARRACKS SUBDIVISION BY CIVIL DEVELOPMENT GROUP LTD 008 HYDROLOGIC CHARACTERISTICS FOR THE EXISTING BUENA VIDA POND LENA VI DA DRAINAGE REPORT- BY HOMEYER ENGINEERING INC DATED STOP! CALL BEFORE YOU DIG IG CIA) DIG (u1 a - R'ittsd gpng) WARNING: CON TRACTOR TO VERIFY PRESENCE AND EXACT LOCATION OF ALL UTILITIES VRIOR TO CONSTRUCTION. SHEET 04 m o m m awn n v D 3 0 4 a 0 0 — O O � a\ y Z � O y O 3 2 z z 3 0 z» � c z F aw,zzfEf : ET \\\\\\\\\\\\\\\\\\\\ \ ()}Iv (\\\(\{\}\\)\\� � £223&}%az2Ga>}fare=2 % <G plp,p p plo p 0 010 1p \\\\\\\\\\\\(\§\//\\\� Lu /\//\� � K -< K i 3 n..... O r � � A O � a Ow A � w � A '� � o D O O 0 w .7' D S 'm; G N D, two .Y' d � r O � V `x O A w O � v�i x D � � A W W A N V M N F+ N J W to W V W O. 0.. v+ a a a c a c w w w w w ti N? D� D � A O .T A A O � w O O O ON D m o D .i a 3 o N w o 0 m A N O A 0 O s s a o O 0 0 0 ssd vv � � A x n 3 po �aA � _ x o _ p w w ti o m m i � a w N A � O A O A 7 3. d• -z m O �o z y CD zz D 3Pda o In d C Q n In n •d - -o � C7 o� d Q y O O Q O c N O W ire \ U \ \ E ELATION voNos `. ✓.'rya -gam` �Z" .;; EUT � ! i41F \ i REMANEasr °°o oTEON3),�, E3 Is I go i\ ■ i 1 A3 16 \ N. , X//, M DRAINAGE AREA BOUNDARY PROPERTY BOUNDARY B 1 9RA�NAOE AREA �aE� OF-1 SYSTEM OUTFALL i JUNCTION WATERSHED INFORMATION Eli STOP! DRAINAGE AREAPJ01NiCTION AREA (AG) Y IMPERV. WIDTH (FT) AVG FLOW LENGTH 100-YEAR Op (DER) Al 13.51 79 5885 100 88.13 A2 6.55 0 571 500 26.69 A3 13.56 25 1969 300 75.46 A4 15.32 13 1907 350 8243 81 19.42 43 8459 100 119.67 Ci 20.63 86 17973 50 136.53 C2 0.62 50 1350 20 3.98 01 5.71 85 4975 50 3715 Ei 2.59 0 376 300 14.13 E2 13.56 1 1969 300 72.28 E3 3.91 0 568 300 20.75 E4 26.93 8 3910 300 136.87 Pi 20.91 75 9108 100 136.90 P2 19.44 72 16936 50 127,03 P3 26.05 m 16211 70 16305 P4 16.93 38 7375 100 105.]4 P5 1.53 65 952 70 9.92 P6 9.11 53 5669 70 68,46 P] 363 36 2259 70 2218 P8 4.27 55 2657 70 27.41 OUTFACE-1 217.24 -- -- --- 660.60 OUTFACE-2 0R2 -- - -- 3.98 OUTFACE-3 20,63 -- --- -- 136.53 OIJTFALL-4 5.71 - -- --- 3].]5 CALL BEFORE YOU DIG TESS G Is-1 Ess PRoeosEo caNOTONS ANA vss axa wirz wR ("I ' �sP'o to digging) amETre NANO HYDROLOGIC MOROSE IVISI ON POND ARE INCLUDED IN RJR THE DR - WARNING: CONJEXACT A THE BARRACKS SUBDIVISION BY IL VERIFY PRESEN oEVELoamEBIT GROUP, LTD. REVISED AUG-200a LOCATION OF ANO HYDROLOGIC CHARACTERISTICS FOR THE PRIOR TO CONSENA VIDA POND ARE PER THE BUENA VIDA SHEET 05 mw \\\\\/\ 40, \\\\\\\\\}\\\\\}\\\\ \ \/;( bib \\//\/((66 b \{ a 2 y � v A fl- 3 a i O 2 6 O 2 alb m A m � rv-A °,A O A O p 0ma �u D 0_ CD 0 t m r CD M o-: y D z D _ o O O �8 o CD cn Q y n n Q X n C m < Qo _ CD N -t 0 (D n m C z CL O o Sv c n n _ v m N L C IQ O W w W N N ^ rn 0 D S D A H A x v I s' Nw A N O N to A N A A V A A A ^ D x a A A D W Tin iD DO ^ CIVIL CONSTRUCTION PLANS FOR z 0 ti MODIFICATIONS TO THE BARRACKSO4 POND w 0 COLLEGE STATION, TEXASPA a s� �s o CITY Ol'� \ COLLEGE STATION SHEET INDEX SHEET NUMBER SHEET TITLE ,f- l UNNER9ITV r�k 2� S N / Q 1 Y h02 GENERAL NOTES 01 COVER 03 OLD LAYOUT EASTERWOOD 04 EMS INS CONDITION DRAINAGE AREA MAE AIRPORT H05 PROPOSED CONDITION s 06 POND GRADING LAN(SHEET IoT 2(� V / Y W3 07 POND GRADING PLAIN (SHEET I of 2) 08 STORM LINE PLAN & PROFILE u t 11 CITY DRAINAGE DETAILS 2� PP �e cam` / /PROJECT SITE r VICINITY MAP N.T.S. DEVELOPER HEATH PHILLIPS INVESTMENTS LLG 4490 CASTLEGATE DRIVE COLLEGE STATION, TEXAS 77845 ENGINEER z❑sue❑s end DAmdetes, Inc. STOP! C) 501,E 201 July 2013 BRYAN, TEXAS 77642 CALL BEFORE YOU DIG TEXAS REGISTERED RR" F-928 W TEL- (979) 775-9595 DIG TESS O FAX. (979) 775-9599 1-800-DIG-TESS CONTACT.CHRIS HARRIS, P.E. (@ least 72 hours prior to digging) QI � x GENERAL NOTES: 1. ALL CONSTRUCTION TO BE IN ACCORDANCE WTI THESE PLANS AND ME CITY OF COLLEGE STATION DEPARTMENT OF PUDUC WORKS 'STANDARD SPECIFICATIONS AND CONSTRUCTION DETAILS", LATEST SIMON. 2. ME CONTRACTOR/OWNER IS RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS AND APPROVALS BEFORE CONSTRUCTION BEGINS, 3. ENGINEER IS NOT RESPONSIBLE FOR LOCATING EXISTING UTURES. ME CONTRACTOR CULL CONTACT 010 LESS AND PUBLIC UTILITY COMPANIES TO FIELD VERIFY THE LOCATION AND ELEVATIONS OF ALL EXISTING UTILITIES PRIOR TO START OF CONSTRUCTION. 4. CONTRACTOR SHALL FIELD VERIFY HORIZONTAL AND WRFC& LOCATION OF ALL EXISTING UTILITIES BEFORE CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR PROTECTING EXISTING UTILITIES (SHOWN OR NOT SHOWN) WMIN SCOPE OF CONSTRUCTION. IF ANY EXISTING UTILITIES ARE DAMAGED, ME CONTRACTOR SHALL REPLACEMEPAIR THEM AT HIS OWN EXPENSE. 5, IT IS THE CONTRACTORS RESPONSIOUTY TO MAINTAIN NEAT AND ACCURATE CONSTRUCTION RECORD PLANS. 6. ENGINEER 15 NOT RESPONSIBLE FOR CONSTRUCTION SURVEYING. J. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WTH UTILITY COMPANIES FOR ME RELOCATION OF ANY EXISTING UTILITIES. B. CONTRACTOR SHALL USE ALL NECESSARY PRECAUTIONS TO AVOID CONTACT WM OVERHEAD AND UNDERGROUND POWER LINES, 9. ME CONTRACTOR SHALL RENEW AND VERIFY ALL DIMENSIONS SHOWN ON ME PLANS AND RENEW ALL FIELD CONDITIONS, INCLUDING EXISTING GRADES AND UTUTY FLOW ONES, AND SHOULD DISCREPANCIES OCCUR, ME CONTRACTOR SHALL NOTIFY ME ENGINEER TO OBTAIN ME ENGINEER'S CLARIFICATION BEFORE COMMENGNG WM CONSTRUCTION. 10 ME CONTRACTOR SHALL PROTECT ALL EXISTING STRUCTURES,UTILITIES, AND OTHER FACILITIES TO REMAIN AND STALL REPAIR ANY D, MAGES DUE TO HIS CONSTRUCTION ACIMITES. T. CONTRACTOR SHALL NOT DISTURB EXISTING SHRUBS, TREES, PLANTING AND OTHER VEGETARON, OUTSIDE OF PROPERTY OR LIMITS. 12. CONTRACTOR/OWNER SHALL BE SOLELY RESPONSIBLE FOR THE PREPARATION, IMPLEMENTATION, AND MAINTENANCE OF A STORM WATER POLLUTION PREVENTION PLAN IN ACCORDANCE WTH STATE AND FEDERAL REGULATIONS. 13. CONTRACTOR SHALL SEED ALL DISTURBED AREAS AFTER CONSTRUCTION OR 14 DAYS OF INACTIVITY. T4. CONTRACTOR SHALL INCLUDE ALL SOIL STOCKPILES OR PLACED FILL MATERIAL IN HIS SWPPP. I5. ME CONTRACTOR SHALL CONSTRUCT SILT SCREENS OR OTHER APPROVED DEVICES PRIOR TO CONSTRUCTION TO PREVENT ADVERSE OFFERS IMPACT OF STORM WATER BOTCHY, AS REQUIRED BY ME CITY OF COLLEGE STATION. CONTRACTOR IS RESPONSIBLE FOR PROPER MAINTENANCE OF ME REQUIRED EROSION CONTROL DEVICES THROUGHOUT THE ENTIRE CONSTRUCTION PROCESS ME EROSION CONTROL DEVICES SHOULD REMAIN IN PLACE, WERE PRACTICAL, UPON COMPLETION OF CONSTRUCTION. 16, CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL SILT AND DEBRIS Off SHE FROM ME EXISTING ROADWAYS AND PROJECT SIZE THAT ARE A RESULT BE ME PROPOSED CONSTRUCTION Aip REQUESTED BY ME CITY OF COLLEGE STATION. S A MINIMUM, IS TASK SHOULD OCCUR ONCE A WEEK. i7. CONTRACTOR IS TO CONSTRUCT A STABILIZED CONSTRUCTION EXIT AT ALL PRIMARY POINTS OF ACCESS. THIS STABILIZED EXIT IS TO BE MINIMUM OF 15' WDE AO SO' LONG WTH A MINIMUM DEPTH OF 6 INCHES. B. CONTRACTOR TO RENEW DESIGN INTENT OF THESE PLANS AND SUBMIT REQUESTS -FOR -INFORMATION IN A TIMELY MANNER PRIOR TO COMMENCING THAT WORK. IS. ALL PROPOSED CONTOURS ARE APPROXIMATE. ALL PROPOSED SPOT ELEVATIONS AND DESIGNATED GRADIENT ARE TO BE USED IN ME EVENT OF ANY DISCREPANCIES, 20, ALL CLEARING, GRADING, COMPACTION AND SUBGRADE PREPARATION SHALL BE IN ACCORDANCE TO ME CITY OF COLLEGE SLALOM STANDARDS. STOP! CALL BEFORE YOU DIG fNU(IIDI4-I I_SS (uI vrt'!_ 6o D rlVu nyJ WARNING: CONTRACTOR TO VERIFY PRESENCE AND EXACT LOCA1 ION OF ALL UTILITI ES PRIOR TO CONSTRUCTION. 4 SHEET 02 KEY MAP JOHN WHEELER BARCER, MUSWE 29.17S ACRE TRACT 7583/90 2ONEO A-0 I FUTURE RIGHT of WAY --T �.-1TI-lT-� T TI T T-lT1 �. INSET 1 C N C cp = C> ka 2 d Q d r a STOP! CALLBEFORE YOU DIG fix° ❑ DIG g ; < I.&M-DIG TESS Mae at least 72 IOUrg PrioTt b6+ra8) WARNING. CONTRACTORTO>. VERIFY PRESENCE AND EXACT LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION. 1 I o la r\ D 2 (PRO OSED) ai' O k J N w EeACON oRVE WEST e SHEET 03 A F OF-2� Cr VI. �„ OF -,►411 _ �l NY �> 1 guru eARF2AOKS 1 ftftff AEV .LOPMENT< 1 J. 1. A `OF4 1 lki* } \, MAI 1 �► r �.,� EX. WILLIAMSGATE 1 E1POND40� y/\ \ \� LEGEND oRANA�EAREAapUNpARY PROPERTY BOUNDARY HYDROLOGIC MODELING ROUTE HYDROLOGIC 61 GSEETONLNE DRAINAGE AREA LABEL OF-1 SYSTEM OUTEALL I JUNCTION WATERSHED INFORMATION <� DRAINAGE AREAIJUNCTION POINT AREA (AG.) ABIMPERV. WIDTH (�) AVGFLOW LENGTH 100-YEAR Op UIDDIVISION POND ARE INCLUDED IN THE MODEL PER THE DRAINAGE AND DETTENTION z z O� W oQ UW zQ != Z �Q wo C1 CALL BEFOREYOU DIG @ 3 a,t»,ng) P WARNING: CONTRACTOR TO e o � VERIFY PRESENCE AND EXACT LOCATION OF ALL UTILITIES SHEET PRIOR TO CONSTRUCFION. 04 JOHN WHEELER BARGER,`TRUSTEE 29.175 ACRE TRACT 7583/9P,, ZONED A-0 IT IT IT - 9In I OVERFLOW PATH POND #1 4 l In r IT T Al IT IT In NI9 . X­EVSDM3 PRc Gr bME �T. - ^- - - —-------- -1 �t I_ � -L III 1 n In \ I In / 1 1 I I. T I 1 1 ,I I I LEGEND NOTES OR NFALL CONSTRUCT CLAY POND CALL RECOMMENDI PROVIDED MAX PLUGGED O.F.;= 20983 FT PON015TAGE AREA TABLE ELEVATION AREA (AC) 95 422 9fi 39 9] 457 0 4,74 299 4,92 00 5.08 STOP! CALLBEFORE YOU DIG P r„ SILAI WARNING: CONTRACTOR TO VGRIFY PRESENCE AND EXACT LOCATION OF ALL UTILITIES PRIORTO CONSTRUCTION_ z Q N /d V � Z� W W � Z d Z. K tl z SINCE 06 i JOHN WHEELER BARGER, TRUSTEE 29.175 ACRE TRACT 7583/90 ZONED A-0 _ — DEACON DRIVE WEST WEST nmE RUDY BY WAY _�--- -- I --,.ram ---- -- `u Y i M IL i 1 I i u W . �t C POND #2WO PffVABE DRAINAGE EASEMENT JOHN VAiEELER BARGER, TRUSTEE\ 29.175 ACRE TRACT 7583/90 zoNED a—o4-1 a LEGENDPHJCsO.W GRADE ARROW PROPOSED SPOT ELEVATION TOP OF BERM GOWUNE PROPOSED GRADE ELEVATION EXISTING CONTOURS PROPOSED MAJOR CONTOURS EXISTING PROPERTY LINES FUTURE PROPERTY LINES RIGHT OFWAY NOTES MATERIAL OFFNITE AS DIRECTED R SHALL CONSTRUCT CLAY POND ON ELEVATION 2011 PER I CAL RECOMMENDATIONS PROVIDED PONDW2 INFORMATION E� (PLUGGED G Fa -30006 FT Top of POND 2ESTAGE AREA TABLE ELEVATION AREA (AC.) 295.33 2,59 96 — 2.68 29> 2,83 98 2.9] 99 3.12 00 3.2> 01 42 POND 3 INFORMATION E�rPwoo� o FT - 304� Fr Top of POND 3FGATION - SOT STAGE AREA FT 3TABLE ELEVATION AREA (AC.) 29] 0.90 98 1,00 99 1,09 00 1,19 01 1.28 02 1,38 93 LAID 04 160 3TOPl a � 1 1 CALL BEFOREYOU DIG — ----- -� (,l .F10 Gpog) A ( 1 WARNING: CONTRACTORTO VERIFY PRESENCE AND EXAC'F LOCATION OF ALL UTILITIES POND #3 PRIOR TO CONSTRUCTION. z Q J d N C7 W Z_O O N � W � W � Z d s` �A��Qa SHEET 07 rl /LL/, I i ( /i 0+00 i+00 2+00 3+00 A+00 5+00 STOftM LME'A' PUMP ] LLLi LEGEND 11 x ELEVATON T9 TOP OF BERM -341- PROPOSED MAJOR CONTOURS EMSTING PROPERTY LINES FUTURE PROPERTY LINES RIGHTOF WAY SHEET �ci POND 2 ¢ C co mm ti = C�o e d Q Y coma GRpPN'cscp`EW LEGEND ❑ z a PROPS,KTRENCE <„s PROP. ROCK CHECK DAM « EXfSTINO CONTOURS 3<,PROPOSED MAJORCONTOURSEXIDLIENG PROPERTY LINES ❑ FUTURE PROPERTYLINESRIGHT ��< n'e OF WAY STOP! 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N (D N O `G S ma -0 O O" O' (O N CD N N O N j N N N N *k W N -i (vi! (Q �. N W DJ .G 'O .^� n 90 O 7 (D O O _ O CD (D (D n x a W O -d .Ov-. 3 CD ... a O to (D Q. 'J O O N U! (D fQ N () O Q N v (n N O. O. N �. O : A z n 0 M N d Q N O (O (�ji () d M o� a a a o. _ (D W = ur' v CL o - N N O N O. (Q N .N.. ­0 3 mCD m �.CD a o v N N v m m v o c -o o �Z s (D ���. 3 o 0 N Q O (D Q 3 (D N Q N n O (p O v j O m o < w m ' o m v Z m m CD �- a. m (D n o .a s o< 6 vi m _- C OG O wDo N ° N O (D N N �p vOi -o .o (D r. D v m (Q �. C) N O' w G O C N O _ O O - O m v^ o .n. (D� m m ��° a �- m N -o m O i o G S p N O X 'O_ n n ._. Q o ° w o N m(D n D D m w < v m o n N (D (D m N (D (D (D 00 ? mu m n � � v E-L 5 Are streets with curb -° o W CD o Are roadside ditches used? �° ° (D o ° a A and utter used? co -. o m � a CD i No A n v No Yes — _Yes (D cn v o o 0 _ (D 0 CD W O (D CD S `G O T fn m� D D �m cn -q cs °m ADD D 'o `< S fG rn '� O O N (D ET n �< CD (A N. 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D r- 0 m to m n k\;ƒ « & ma n� system e + «,=ate gutter � e \ -: ± Yes � .w �w, — --14 }�� {> >)_ ;> ¥t a> o y &&> ,\ CD CD 0 _0 \0 M \\\ \\ \ \ CD \ /�0 (D �} \ z �U \\ 3� - ( § R ) ' \: \) - f « \ {/ � & \( - - {0 \ } f { z» ° _ , ; _ ® ( \ �3 _ z 2 G $ - CD 0 _ \ W CD \] / \}CD 1 °/ \(§ { {s _ cnCID }} (} e ®)5. \\ / - } {; \ (D \/f {{ ) ( \ s :! R * *0 E )K E( 2 {\ 0 \! 2 ; { _ {\ D \ \ o ~^ \\ \\\{ ,/ (! - ^ _ «Z2z !t -� \_ :® CD \.o ƒ{fE z (o E}0 - CD /k } CD \(! ( /K (z _ _ _ \{ }> _ 0 CD0�CD CD 0 CD- CD 0 \ \ - CD CD _ 0 CD ~0 3 \ �` � / ) D b ■ ■ 2 r : @ m n w 0 2 � § Gseparate shea7«eem. for 2222 Are _w used ±drain +7 / f Outm¢ —© — Q� ° = ez> = rl : 37 yym 2 (i° \ \(D »= )\( - \§a© - _ - (D »®® o - /(D A2=y<$ 2 - \ \ \ ) ° 0 a) § 00 _= , CC_ \ \\0 ; (D 0 /� _ \{ _ °] F j j _ = « » §y/ \\ K }: 5 \ %\} ( \�\+} k v`- `�° f$° \ \(\ \ 2�� �2� /\ 2\$ - k [ - z - : « (� ƒ3 • { \ ( (% - - \f/ _,§ , _ ) 3 « i / }D/ ƒ 7 //& (( e > : x y $ , .. 4 §/ \ ( - - - 7 \ 0 CD 5 CD 2 ) 0 2 ƒ ( cn \ \} \ i \( \ _ \( \2 \ f }0CD - \\ o ! s J _ �� - } \/ / CD 0 \ 0. CD 0 ep ( /_ d 5 \ % ` � /\\ �� � O 2 Are swale/conduit combinations used in lieu of open channels? Roadside No Yes 51 — -- Ditches A o (on separate sheet provide same information for any additional instances) D E 3 cn cn SM D E 3 (n cn=� 3 Mn DDT D m O O N n O (/! 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N 3 'J (n O 3 'J (D .J (D n O O. 5 0 Z. __ = 0 3 bbbIb O N C Q. O N 3 c O- ( ( O 5. ..? _ 3 S z N a�Ab"t N O O" {�-� (D N N NNE Q Q Q m CD `bbbbbbe (D Z Z Z Z Z A 0 0 0 0 0 � \ \ § k\\2 } � Channel improvements proposed? Will _w without buried qua No Yes &m No Yesg\.� - - - M(D Zt y «« R zz 2(D a7 - s - - -�\\\gig 5-0 k ( \(D(D0 } \ \ \ \ CD CD .. .. MW (}}}eJ. f ; DW D / < 2 _ 2(\ �§n (D ` \ \ \ \ \ \ ~ \ - \ �\\\ys: 5-cD \K�\k / / )\\\\{{ �:a ) - - -§/s.2 -® }z \ CD ) `/ \ �\ \\�CD L\�\ƒ\\( D _ _- ! ! :®R 3 \ \ (� / /���CD \� 0 CD ` ` } \ - s 3 m \ _ �& _ _ \} » [z ( ( \S 0 . ` - \\\ \` \ \� \� } \ \ ~( �o \�/\ © (D \ \ {\30 ( ( / ( \\\\\ CD \ \ CD / b ■ Al m � K � O 2 � LL:J S mph Channel Improvements (continued) O o CD D D ac �� c �� o a a o o K N _ m m O. S N N O - 0 (O v (Nj N M. c o_�0@3 mm cm N a 0m <v a CD 0 CD a O. c z a� m y O N� v_ (D �0 �< a o -O -o c C (O J m L N n O N -n c O (D (D N N N X— N 00 O O (D �. M Q N O Q . (D- 0 Q. O N O n -n (� O =-O y v N '... n m N O �. D n �" 'O 0 O -O O O CD -p x O a- 0 O p �: oz CD Ma O O a• Cn O S 7 O `G O. D_ v N N N -(D (n S O_ (D O Q (D (D (D �' O � Z: 01 N (p 3 N N N N O w Q O y Z N (� N (D O -O N w m N `G O O. O O. O _z O" v -Os Q O- O_ (D O Q O' d N O' y 'O -n O Ox C (D (D N— 0 X v C 0 m 0 O O N (0 S Q N O O (DN N� N d(D 'O N (Q N N J o `< N N N ((DD O' CD (DN �... O (G o_ CE O j O v -.. 0 D_ N N o_ S -n (n -O C '6 CD p O (n N 5 a m O N N:. y 0 (D °' -0 O o_ a m > p N O .O (� N (D N N D] 3 Q O O S I ~` N (�D 3 �' 0 O.. ^. O O .O :. N O. 3 O (O 0 CDD N 3 n N CD o m e m �0 0 3 o v o a N CD CD 0 0 0 Q (D (O r+ (D .00 CD O .O O_ C (D O. (D O 0. C (0 CDCD CD 0 �Cc (D O 0 M O N (D Z 0 m o0 � c�� �� Q 0 O (D(D N N 3 O G (m 3 y CD N y O (O 00 O N (D U(OO O p' (D O (D �. C (D C < O -� O- `< (D D O O O o (D A - _ (CO rn n O Z X Are Detention Facilities Proposed? X Yes No i — cn` 0 M T -1T =4 TO O)C TT O-T Op DTTT < • n m O (D O U1 O v N O v O v 0) O X (D (D O O O (D OC 7v CD C O v nn (D n n O O O* (O l 0 0 °° J ( CD ( (� ,� N1 N D `G 0° a N > O D OCD nO 0C <CD 00(D ( n n ( N 3k 0) m°n (Do n�CD ma�CD`G 3 y O C) CD> CD CD m CD 0r (D ° < sm o 0 ID mz (D 0 C N� 0� CDO n n (° q�j W p� C O � CD ogo QPv " m m ACD m VXo N `� �_ D oO�Qm ° A v o RO o` 0 Qo(o ° V m N S _m a y' W cD C O i (D C1 fD a N nl Ul — C f) N ((D N (a O N W� O N a U1 Z A a Q .J O O N ° w i -6 O n G) N N ti' N (Q 0 m � N O N N O -O G ? (OD 3 �- (D y ((4D C. v -6 Q W a Q. W (Q O (� -l°O to (D 0 ,�' (D o (D N (D N n O o rt a (n Q((DD o a Q m k ti fir, 01 o , a < ° m Q 5 0 Q :z 0 j N y CD to °_ `G 0 (D C O� S n _ a' ?CD A N 7 (D �. (� s 3 ? (On m m N 'a M (D N '. N N N 0 v CD o m � .(D-. �J 7 Z Vt CD '� �, a O n W Z (Q j n C? 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