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01. Barracks Detention Facility Design (JULY2012)
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VUL ATE I 1 E1 oR4 1 Al ` �� I- I� I �� �'{ �� .r �I R POND/ � \ T �I A4DICTINFAII . � / Q0P E2 �� LL RN12 'REFER TO II FALL MITI LEGEND DRARNACE AREA BOUNDARY PROPERTY BOUNDARY HYDROLOGIC MODELING ROL HYDROLOGIC MODELING SEC EA BEL B, 6YETEMo�,FA1�1RRC.aR WATERSHED INFORMATION MO ORAINAG AREA/JUNCTON ON AREA SAC) %IMPERV. 1101H (Fi) A c FL ENGT (FT) 100-YEAR pp QP Ai 1351 19 5985 100 8813 A2 6.55 0 5]1 500 2669 A3 1356 25 1969 300 ]5A6 A4 15.32 13 190] 50 8243 B1 19.42 43 8459 100 119.67 Ct 442➢ 0 9542 200 245A C2 6.86 0 996 300 32.36 U1 333] 0 4153 350 998] El 28.25 0 3846 320 14545 E2 6305 3 9155 30666 Ji 6836 -- 29901 ALL 1 159.66 - 70546 lL 2 6.96 --- -- 3235 OUR RE Ro.Roa-mE RA RRACKS' BY OR HoRn,AND Assoc. No lolax 9Rao�o�E�RAR EBARRACKS P« DETENTIONSUBDIVISION FREE] ARE INCLUDED IN THE MODEL PER THE DRAINAGE AND 10 POND ANALYSIS F�R THE BARRACKS SUBDIVIDISOF BY CIVIL DEVElOPMENT CAPE �• R ROT 3DOMETRY AND I ENACT p ' NC ELI FINCHES FEE FREv ETHEeRw AREPERTHE BUT R n'c.INC. DATEHE EXISTING BUENA VIDA LOT ROUTING DIAGRAM ' \ �� �♦ A ���"'""� I �� 1gy Y I ` \Fju � �♦ i� �cz OEM Ilk El E2 B1 wvip \ Al CAD STOP! CALL BEFORE YOU DIG WARNING: CONTRA�TOIt10 VI RIFY PIRESENCEAND EXACT LOCATTONOFALLUTILITICS SNEE,T I'RIORTO CONSTRUCTION. 04 a a a y tm, WN a m$�Gt3 d 3 x 0o;e oo oe ;e X - If, w o xee;ea' � 3 z x�;e o m O z z 0 0 olp o a o o c o 3 w z N P N 3 0 0 0 0 S� m m 8i m 2'• m 2 � n z o Nbow ^ys a O or3 $.o n o 71 A o p � o o A �:':a //�- 2tE �/ 0 )_ 0 M CD 0 CD > - EL $ � �n 00 - x §e M / 0 2 kOL§ go CD CDa50 \/ _ 0 . o CL CD R Q / CC %/ oP\ C RECENT No aN N� fl P3 f D1OF-4 \THE BARRACKSOF FFDF % Q° �\ coMm[itawC Q4 �F, �FLAW 4 ETENTION OFF FUL JJ%/%z \\ MME�� COMMERCIAL C1 ACC ✓\ � ,� �' ?:��� ce C � m U N =a- m¢ E a Y c�c% LEGEND AMC FOX Cx w DRI AREABOUNDARY Y ✓VIJ('/ Vim// H4HSg VAST EM GUI JUNCTION P ' , M,Ea e ,U �,40 _ ___, AF • ;, .� EPMS ATEM D Al l/ : I IF O �,. / IIT eJ 0 `. A Q (REMAFUTURE IN SCHOOLCONDITIONS) �. F 4 �P \ UFF WATERSHED INFORMATION 00 Lu URAINaGE AREA/JUNCT ON PO N' AREA (ACl MPEV worth (FT) ALG FLOW ENGTH (FT) OVEa 10 Op R (CF57 Ai 1351 19 885 100 6813 6,55 5I1 500 A3 356 25 i9fi9 00 54E A4 15.32 13 190] 350 6243pq 91 1942 43 8459 100 11967 Ct 2380 85 35 50 138.53 C2 0.54 50 1196 20 346 D1 85 37Y5 E1 25> 350 320 1385 00 72.34 3.91 568 E4 26,94 8 3912 300 12906 Pi 9,83 60 2170E 100 320,94 P2 1634 70 7118 100 25.32 P3 605 34 11347 00 16160 P4 58 35 70 41.44 Ji 8.3E - 30840 aLE 14.15 - - 705,44 OUTFACE 2 0,54 .. _ 346 OUTFACE 3 23,80 157.32 OUTFACE 4 571 3774 O➢. Z3 �✓ C F. Z O Wk H O Oa �a zQ OQ OLLI aQ O� p a l.DN6,DD.FD6.RF ORPROPOSED CONDITIONS �1 � s � 'I F SUBDIVISION POND ARE N3HYDROLOGIC THETHE DRAINAGE AND DETENTION POND ANALYSIS FOR REVISED AUG 2)1� i 1.. �� �� Afie°v GEOMETRY REa4R�RK3CT6 THEEx6 BVIL DEVELOPMENT GROUP, D 10 ARE PER YERE �� IM P WAGON] sDDAOR, vADEREPDR,-oV °aMSTOP! �j� ANDHYDROLDOIC �FCAILBBFOREYOUDIG���� / WARNING. CONT RACTORT'O _- 1 VERIFY PRESECE AND E' CC 1 �� LOCATION OF ALI UTII DU SHEET \> PRIOR TO CONSTRUCPION. 0LF /|l000 §£;,!■__. !■&!!!{: :mp,�„/ w,0w> �0 (E°;G\ ■ ■!!!|§; ;eee0MI §§§2;;G;0 ! §E>wm)00 2| { \}\\\\\�\ \ ! / } popp «a:::»45.::»» ! mmm;mm;;;;;;;; { }/\ a S % � o A m X � O x K < X X a � ^ X � ,� < < < � Q o a � ^�'A O Z J � 6 �G .-:.:0 2 6 m �. n2 r'G m A t�.�i :N v v � � n � v ^. o. A .Wc :a a ^ O O O p AL D O.-G 0 ❑ � v > x N O � y m 3c O yw cn O CD o O O =3 Z D C1 V± O !C (D �_ _ D n 3 �s3 CD C Q n ti �+ CD CD O CD m / Z a p O T pm n ci 7 at 7 N L C N _O N o' s a oN o x i �x- 0 axp m x a w LU T{ 3 < ssv 0 0 o c 0 0 � 0 x d s x s v 0 o Jo CIVIL CONSTRUCTION PLANS FOR z 0 F BARRACKS DETENTION POND z COLLEGE STATION, TEXAS s v, a y aJ CITY OFx G COLLEGE STATION SHEETINDEX 4 fTEXA6A&M �' 1'�,y SHEETNUMBER SHEET TITLE 1 UNIVERSITY 01 COVER 02 GENERAL NOTES as PH � LAYOUT 0-4 TXIS NO CONDITION DRAINAGE AREA NiAP T F E EASTERWOOO C AIRPORT a ,{P�as PROPOSED CONDITION DNA INAGE AN (SHEET [A 06 POND GRADING T t of z) at POND GRADNO &P1 OF 08 SIOR14 LINE READ ROFILE O i pE09 astuE PLANa PROFILE 12 Cf� DRAINAGE DETAILS —FOSEnN CONTROL PLAN e PROJECT SITE VICINITY MAP N.T.S. DEVELOPER HEATH PHILLIPS INLESDIENTS LTC. 4490 CASTLEGATE ORIVE COLLEGE STATION, TEXAS 77845 ENGINEER ®KimleyHorn :.. N41S � andAssmates, im, ��� .. H ' SUaTE 201m TEXAS AVENUE STOP' Tl l' X% OI 1 -I. `e-� Po3.' v CALL BEFORE YOU DIG July G 1 G TEXAN, TEXAS ED FIRM h q TEXAS REGISTERED FIRM F-928 O TEL (979) 175-9595 DIG IG T O Z3 Zdz FAX (979) 725-9599 72ho rs IDUI'SS 01 Q CONTACP. CHRIS HARRIS, P.E. ((:' least 721(ouR pnurlo digging) `.L GENERAL NOTES: iALL CONSTRUCTION TO BE IN ACCORDANCE YAM THESE PLANS AND THE CITY OF COLLEGE STATION DEPARTMENT OF PUBLIC WORKS "STANDARD SPECIFICATIONS AND CONSTRUCTION DETAILS', LATEST EDITION. 2 ME CONTRACTOR/OWNER IS RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS AND APPROVALS BEFORE CONSTRUCTION BEGINS. J. ENGINEER IS NOT RESPONSIBLE FOR LOCATING EXISTING UTILITIES. ME CONTRACTOR WIFE CONTACT DIG TES AND PUBLIC UTLIM COMPANIES FIELD TO UTLITES PR LOCATION CONSTRUCTION OF ALL EXISTING ACTOR SHALL FIELD VERIFY N 4 OFF ALL EXISTING UTILITIES BEFORE HORIZONTAL AND LOCATION RESPONSIBLE FOR PROTECTING EXISTING UTILITIES (SHOWN SHOWN) WITHIN SCOPE OF CONSTRUCTION. IF ANY EXISTING UTILITIES ARE DAMAGED, THE CONTRACTOR SHALL REPLACE/REPAIR THEM AT HIS OWN EXPENSE. ITCS THE COMPACTORS RESPONSIBILITY TO MAINTAIN NEAT AND ACCURATE CONSTRUCTION RECORD PLANS. 6. ENGINEER 15 NOT RESPONSIBLE FOR CONSTRUCTION SURVEYING. CONTRACTOR SHALL BE RESPONSIBLE COMPANIES FOR THE RELOCATION OFOR COORDINATINGUTILITY F STING UTILITIES. 8. CONTRACTOR SHALL USE ALL NECESSARY PRECAUTIONSTO AVOID CONTACT PITH OVERHEAD AND UNDERGROUND POWER LINESME . ME PLANS CONTRACTOR SHALL REVIEW N D VERIFY ANSANDREVIEW ALL FIELD CONDITIONS LINIONS N ON ,INL INCLUDING EXISTING GRADES AND WEER TO o "N THE occure, ENGINEERS CONTRACTOR NNBEFORE COMMENCING WITH CONSTRUCTION. I AND OTHER Fq IL SHALL PROTECT AND SHALL REPAIR CANYEDAMAGESES. DUE To HIS CONSTRUCTION CTIONRACTDATIES. ALL I1. CONTRACTOR RVNOLIMITS. IONT DISTURB EXISTING SHRUBS PLANTING AND i2 CONTRACTOR/OWNTER SHALL BE SOLELY RESPONSIBLE FOR ME PREPARABON, IMPLEMENTATION. MAINTENANCE OF A STORM WATER POLLUTION PREVENTIONPLANIN ACCORDANCE WITH STATE AND FEDERAL REGULATNS, I OR T§ DAYCONTRACTOR of AiLL SEED ALL DRILRBED AREAS AFTER CONSTRUCTOR I CONTRACTORIAL IN His LL INCLUDE ALL SOIL STOCKPILES OR PLACED FILL tPP 5. ME PRIOR CONTRACTOR CONSTRUCTION TO PREVENT ADVERSOTHER OFFSTE IIAPACTT OF STORM WATER DUALITY. As TRACTOR IS RESPONSIBLE E FOR YPROPER MAINTENANCE OF ME CITY OF COLLEGE MERREQUIRED EROSION CONTROL DEVICES THROUGHOUT ME ENTIRE CONSTRUCTION PROCESS THE EROSION CO SHOULD REMAIN IN PLACE, WHERE PRCTICAL. UPON COMPLEBON OF I CONTRACTOR Is RESPONSIBLE FOR REMORTING ALL SILT AND DEBRIS OFFSHE FROM RE A RESULT T OF THEPROPOSED CONSTRHE EXISTING UCTION YS NASPREQUESTED ROJECT EBIAT A ME CITY OF COLLEGE STABON. AS A MINIMUM, THIS TASK SHOULD OCCUR ONCE A WEEK. i7, CONTRACTION IS TO CONSTRUCT A STABILIZED CONSTRUCTION EXIT AT ALL PRIMARY POINTS OF ACCESS. THIS STABILIZED EXIT TO BE MINIMUM OF 15 WIDE AD 50LONG WITH A MINIMUM DEPTH OF 8 INCHES. 1CONTRACTOR TO REVIEW DESIGN INTENT OF THESE PLANS AND SUBMIT REQUESTS -FOR -INFORMATION IN A TIMELY MANNER PRIOR TO CCIMMENCING MAT WORK tALL PROPOSED CONTOURS ARE APPROXIMATE. ALL PROPOSED SPOT ELEVATIONS AND DESIGNATED GRADIENT ARE TO BE USED IN THE EVENT OF ANY ttEARNGDISCREPANCIES 0 ALL GRADING. ADC PREPARATION SHALL BE IN ACCORDANCE TO THE CITY OF COLLEGE STATEON C hm N N Q ST�P� CALLBEFORE YGU DIG WARNING' CONTRACTORTO VERIFY PRESENCE AND EXACT LOCATION OF ALL UTILITIES SHEET PRIOR TO CONSTRUCTION 02 JOHN WHEELED ARGER TRUSIEE ESe0175 ACRE ` TRACT ' ` /90 ZONED , STORM LINE A rn rc — PROP WEIR I SEE SHEET II G N G �p � Q okw STOPI CALLBBFOREYOU DIG �T ,Jjtj. WARNING CONTRACTORTO V F.RIPY PRP,SFNCE AND EXACT LOCATION OF ALL UTILITIES SHELL PRI - R TO CONSTRCC LEON_ 03 )ALL/ `_.FUTURE BARRACKS \�,� LL \ � .. '.. DEVELOPMENT ! %YY � ' L RD -� % _ _ _ OWN / �� O —i � "t A2 w16� Po 0 w. #� j `'� A1� � J/♦ i �� E _.. ■ // , ♦ �i o B1 ;t TY �oP\ T % NIIIIL LATER YD AFRAID REVISE 4%R ARE ME F, \ \ �.. iI ROUTING DIAGRAM No I ���s �. of \ / � sU j` � 1 LEGEND DRAINAGE BOUNDARY PROPERTY BOUNDARY HYDROLOGIC MODELING ROUTE HOOROLOGUC AIDDEIENG SECTION LINE RkPJAGE AREA BEL BDi 1 SsTEMOUTFAL�JUNCTION WATERSHED INFORMATION STUDY FOR THE BARRACKS BY KIMLEYHORN AND ASSOC INC AREA/JUNC' 0 POINT GC) % IMPERV. �F�1N AVG FLOW LENGTH (FT) f00-YEAR OR (GF6) Ai 13.51 79 5985 f00 8813 A2 6,55 0 5]1 500 SEEP A3 1356 25 1969 300 5A6 A4 15.32 3 1907 82A3 Bf 1942. 43 8459 19.67 Gi 442] 9642 245]] C2 6.86 996 00 32,36 01 333] 4153 350 99,87 E1 28.25 3846 145A5 E2 6305 9155 30666 J1 6836 -- 299.01 OUTFALI 1 15966 - - 70546 OUTFACE .2 0 - _- -. 3235 OUTFACE 3 4427 -- -- 24564 FALL.4 3337- - --- 9934TOO � AND HYDROLOGIC CHARACTERISTICS FOR THE BARRACKS PH I No ARE INCLUDED IN THE MODEL PER THE DRAINAGE AND DETENTION FOR THE BARRACKS SUBDIVISION BY CIVIL DEVELOPMENT GROUP LTD IS hYDROLOGIC CHARACTERISTICS FOR THE EXISTING 8 DEEP VIDA POND I OR VIDA DRAINAGE REPORT BY HOMEYZLI ENGINEERING, INC DATED STOP! CALL BEFOREYOU DIG _ WA RIMING. CONTRACTOR TO VCRIFY PRESENCE AND EXACT LOCA1ION OF ALL Ul ILITiES SHEET PRIOR 10 CONSTRUCTION. 04 / \�/TV y \ r FeV -� OF3/{ o G io m v< / cOmmckcv4 ��. , Q' N Z U O He % C2 �; \ /�� Pp <D a � ' E G OF NrON / r ? - 1 BOND C co�Q- r r �o PHI SEE �� ,y 'TV A,�mmeacu � % C1 / / \ LEGEND 4111Y"GUY ISO BOND I�� \TmY — —.. PROPERTYsO6NOAN� rm. reNloN r j DRAINAGE AREA BOUNDARY HYDROLOGIC—� AT T, HYDROLOGIC EL ING ROUTE Ce Foy P2 / ��ti\� oFNFPFACoeF SECTION JN:� n�a en e a se PC SYSTEM o61FAT.1JUNCTION POND mF ,I I II II r I$ V _ LEGEND AT GRADE ARROW SAY 20 PROPOSED SPOT EL IGNITOR FL FILOWHINE PC PROPOSED PROOF FLEUR -I I PER TING CONTOURS PROPOSED MAJOR CONTOURS a, EXISTING PROPERTY LINES FUTURE PROPER n LINES NOTES « AI TOP INTOOFs S CONTRACTOR SHAt LSTOCKPILE ALL EXCAVATED SALON SITE AS DIRECTED By OWNER 3 CONTRACTOR SHALL CONSTRuOr CLAY POND A ECTECHNICALR_OSNENOATONPROVIDED BY OWNER P_-uTOrO E N D 1 IN F O R M A T I O N - _ . . ... .... ITFLOW, INEELEVATION .2s5RAITT oo FT99sFT YEAR PEAK INFLOW � 884 K CPS YEAR PEAK DISCHARGE - PTA 47 CFO P OF BERM ELEVATION - Too.3o FT POND i STAGE AREA TABLE ELEVATION a. _ 2-2 s 999W 5169 5 .s— a _ ..) AREA (AC s19 6?2 16 641 r 1I� _ — STOP! CALL BEFORE YOU DIG DIG LESS Ic ., 1,A WANIORNGCNTRACTORTO VERIFY PRESENCE AND EXACT LOCATION OF ALL ITIITIES P R IO R T O C 0 4 C RUCTION T O� . r 1I� _ — STOP! CALL BEFORE YOU DIG DIG LESS Ic ., 1,A WANIORNGCNTRACTORTO VERIFY PRESENCE AND EXACT LOCATION OF ALL ITIITIES P R IO R T O C 0 4 C RUCTION T O� . P R IO R T O C 0 4 C RUCTION JOHN WHEELER BARGER TRUSTEE 29.175 ACRE TRACT 7583/90 ONED A — z _ I nX CONQRETE Fwrne as tl 1 tJ it ,I III E I I I I I j II I I I I I j I' I I I I II I� , I I I I r -- 1 I I I I I j I I I POND #2 POND #3 JGHN WHEELER BARGER TRUSTEE `. 29.1]5 ACRE TRACT 7583/90 ZONED A-0 n <n en LEGEND 41 LANE ARROW Ta TOP OF BERM 1� �E FL F�ON�a ELEVATOR AaN XG PROPOSED FRAUD ELEVATION CONTOURS OVERFLOW PA TO a, R CONTOURS 'EXISTING PROPERTY LINES FT FUUTPE PROPERTY LINES NOTES I 1 BERM SHALL HAVE A MINIMUM TOP WIDTH OF .... _ 2 GOAL BAXTER SHALL STRENGTH ALL EXCAVATED MATERIAL ON SITE AS DIRECTED 3BY OWNER POND GEOTTICHNICAIL RECOMMENDATIONE PROVIDED NC vOWNER . I POND 2 INFORMATION F o EFTEXT _ EX TOP ELEVATION POND 25TAGE AREA TABLE ELEVATION I I I AREA 9533 0US a a 89 9] z 98 5 99 0 6Bo (PLUGGED POND 3 INFORMATION I oa STAGE AREA TABLE EEEVAT ON ARE (AC.) 2 5 10 6 083 092 99 0, sloe! CALLBBFOREY00 DIG WARNING CONTIRACTORTO VERIFY PRESENCE AND EXE I LOCATION OF ALL UTILITIES P IZIOR TO CONSTRUCTION. 4 V 1' o � H yz � o C4 ¢ r, �w W �? x H SHEET' 07 (PLUGGED POND 3 INFORMATION I oa STAGE AREA TABLE EEEVAT ON ARE (AC.) 2 5 10 6 083 092 99 0, sloe! CALLBBFOREY00 DIG WARNING CONTIRACTORTO VERIFY PRESENCE AND EXE I LOCATION OF ALL UTILITIES P IZIOR TO CONSTRUCTION. 4 V 1' o � H yz � o C4 ¢ r, �w W �? x H SHEET' 07 sloe! CALLBBFOREY00 DIG WARNING CONTIRACTORTO VERIFY PRESENCE AND EXE I LOCATION OF ALL UTILITIES P IZIOR TO CONSTRUCTION. 4 V 1' o � H yz � o C4 ¢ r, �w W �? x H SHEET' 07 C aim N FORD E a Y ccu GRAPHOSCALE40 ❑ 34p�LNE � LEGEND He�� 9rE�:Ar�ox Au. 72Q PROPOSEDSP Exo u 9 TOP aEBERM � FL TOWLINE EXISTING CONTCURS 341PROPOSED stiol,CONTOURS ...o. - EXISTING PROPERTY UNITY i -- FUTURE PROPER rYLINES � m s. 315 0 ub �. so 0INCS 305 305 .. UVW PPROX EXISN' GROUND �.N 300 Paxo1 ' 79 i.E OF 36T.CI—I IV RCP G OSSL 295 GLASS20A UP OF III GNP ®DID MY F38 i\0OLL cix z9a �2H O 113 -- 290 C Y STOP! RANrYP nr CALL BEFORE YOU DIG HESSO 285 1 PINI-DIM, TRS - I I IN og OIL uI tM1ARN1NG CON7 RACTOR TO -._J VERIFY PRESENCE AND 1=XACT -- -- - -- LOCATION OF ALL UTILITIES 0+00 1+00 2+00 3+00 PRJO R TO CONSTRU C.'1lON_ STORM -LINE'S" I�0+00.00 STEM LINE C UWNEIKl OUTTOWEST ORAOE TO DRUMN EXIST GROUNDS =-7-=- --- 7=71 C 0+W 1+W 2+00 3+00 STORM LINE "C" C mm cs i [9 m O O l/) _d Q � cC ta�tl TUALA"9 LEGEND�PTO GRADE ARROW e P .RSP TEFEVADAN '1 .R e TOWLINE �Eu PROPOSED MAJOR CONTOURS EXISTING PROPERTY LINES --- ruTure�PaaPEarr STOP! CALL BEFORE YOU DIG � RISING CONIRACTORTO _ VERIEY PRES ENCF AND EXACT LOCATION OF ALL UTILITIES SHEET PRIOR TO CONS'IT UCI-ION. 09 sTor! CALLBEFORE YOU DIG ', WARNING: CONTRACTORTO V ERIFY PRESENCE A LOCATION OF ALL UTNIDLITIESEXACT SHEET PRIOR TO CONS 'FRUcLON. 10 EROSION CONTROL NOTES XTERNAL VON I THAI BASIN SHELF BE PRO RISEN CAPABLE FEW HOSUP, AT A MBI ROCK CHECK DAM 1 e f FILTER fT Y ATTESTc, e?. 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P— o o v CD 0 CD v fn W (=n 'O S 0 O O (n 0 N a O O N '00 (p CC O 00 OHO D dip (D JN`O �.3 N O 3 0 m �. m CD T ° m o o w m m m � 0 a x o o - 3 m m s (O a o v N N N `G S O N 0 O d (D W N "1 0 QI (On ID n d. (D O S w 0 0 O O 'o -6 (D (D 0 N x O_ W C v o -a v o v 3 W m CD v (D�+ o. - v v_' 0 y N c a v CD "'� O CD (Q CD m .o. Cc a a a ° m m a 0ID x N Z (D O' (D ci m -. < N N c �o `-�.� a v n CD D m y CD CD CD (fl � 3 m c =. 0 �- N -t < =_ c (n m < a (0 N N N= n v 0 CD { C v O0 v 0 (D 3 (D (CD � O (D n K y 0 m N N Ur 0 0 O' 0 (D a `T o ov�° v*CD °� (D < W -� CD v D m �v (D :. C'% 0 O v (D Cf)m 0 N O p �m = m _ Nv o a a V�.oCD CD of c o o �_ a CD m A' 0��. m = O V_ 00 n 0 (On O u D D o (gyp 0 G O_ N N � N n J N `< O y o (D 0 = D V IT z m n k k 3 � �\ §»\ Are +w, ee (_ 2Za mw6u. e _« _\ gutterand � e g \\( ) ~ Yes ® Yes \\ \M® ~ ` - o — - , \ } 27: ' C�L (Dm -J0 /> > \ > a e 2 y e \/ \m \/ ] J§ § ] - ^((0 \ \ \� \\� CD �/ \\ �\ z\ Zj_ / 0_ _\\\2 CD ) § \ J \ -\ -( \ \M \y _ {& _ }i J� \ } (2 . 2\\ »W} _° \\ & ; - o _ .a _ 0 \ �~ _ CD Z ( - 0 2 k - 5§ 2_ D - \§ ' - ! ._ } r .- (= \ \CD } x / § CT CD 0No ° \\ ) [ CD \{ \} )m /� y- 2 \ - E ,: _ �3 ~ ; � - CD \D \� y _ z/ ( _CL - n _ &/ _ % )/ «] - _ \/ - - ` CD < k\ \ \ . fCD O 2 � k, 2 R stormdrain system _« Are streets with curb and gutter _« \� Y No Yes —^ =o \ }> *>/6 y> *a z:= CD $3\ z> 0 C ?_ \ . .% ] _2 _- \ \\ } \ \ {\ _ {\ m o � CD \\ CL �� CD 0 } �0 0� CD CD *\. , - : _, e {=z _ & z» 02 f - }\ } E p } - \/ — / — & = ! a) 0 CD M CD _}( 1 ( G $ (\r \ t _ § \. }{ \ y . \ { _ _ � [ �0 { > 2 e /) ,\ \}{ _ , z _ /'2 ƒ( %\ y} - » i;3 R =* q — z ( ! /\ {\ :0 } ( \ \\ & _0 §& \ Q % }_ )\_} {£ _ { 0 °y f\ ( _ `*/[ (% ƒ/ _ \(§s = ° }} 0 -� }� o 9z3 }z {z _ - - ° }\ CD o)_- 0 _ /> /J CD _ z Cl ` CD \ ® % - \\ « \ - M s- - \ - - - © _ ~� �` \ \ \ � § ■ ■ ■ 2 � H § I z 3 > \ / / z Cl) E 2 2 > g «; 0 2 § On separateshe w provide same info R k 2 ƒ Are _w,sed to drain G7 f Outyg —® p _$ \ s zz> , „oo« Ey$ o /2 ( }5® _ - _ _ »{ - CD {/\2E «{�{ k \ \\ \ \\\ \\ \0 \\\� / - « \\* 0 \ _0. - `) 0 \ J �J ` §CD k - - \ \ %`& 5 \�\(\�0\ { } / \ M %� 2 $ \E>\/ \ \ (t +� % / - - - 0 ®� ^©° °CD ) / 2 0 3 /~® 00 0 ; `{) ( - -' - § 3\ \ A ( f CD \\ [ 7 CD CDIx (0_ _ \\ {{ { ± \/ - CD co 5 \ . o ® ' ZI =z _ _ } / \ \\ $ C \ - } - \} C \ \ @ m n w � 0 JLI Are swale/conduit combinations used in lieu of open channels? 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D o ° ° o CD O_ J N (D O o N 3 a O N 3 c a o 00 .. -< 0 3 -< N c 3 o= v <<<° o 0 m `G N N v(D m 0� O_ a a CD �D v (D O 0 0 A O p i L C `1 ¥ ƒ, / a Channel improvements proposed? w,_w without buried conduit A w Yes/ �w�v — — — (D(D %% > zz �2 7 Z:\ 0 - CL :E - - E - to %«7. ,4 \ } \ } \ _ } {%4(D G . . —< (n0 j\ (} 2 2+{®S ® \}\(�� - « _ & za n 0}\({\�\ 0 \} /\ �(]!\ 0 �%/ƒfj\/ ^0 \ \ k ���\ )\\§)(\ CD M ( \s = } —_ } —\ \%&®»°` %~ 00 \ } {\ }(I\\\}§ , �0 CD CD _ / / ' » _5 2 \ f� f� 0�3 {\\\�� M\(/A }`\ / \ — M% \t _2 & / - — ` — �} �{; _ _ \` \ \� \\\ \� \ \ 5 0 ) �f ; ¥( ; (�}/) ;\ / / CL (D ® (D 3 2 ■ ■ 2 � 0 2 Q 3 A Channel Improvements (continued) O c v D < D d C C < ° C a O O N C K 3 (D O_ 0<< CD M O 0 (D N { 'O D O G lQ N (D x— fn O O C (D =. 0 O (D �' N N O(D CD y w O (D v o r �:� O_M $v v(D Q.o oa 0CD N c3i 0 �' ° -6 �' -O n O `2 ID 3 X o O y O 0� °— y �(oma � o? �? o�30) m a o� U) m = = w M oo <° �'° ° m D O m m m �o (DGt (D(D (n °_ O= N Z (! 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(a �0 CD o a s �- � v CD O 3 O N (O d .J W (D O _ (D (n (Q tU Ci J fn' `G N N (gyp Ay D 0 ]n(D O O § ( Are culverts used m privatem6ngs7 Detention No Facilities(continued) 9 �v � 2* * 2 am"` /° X(D 1»0 z0 mumm;~ 0 E ®(z( CD 0\ \ ;[ - \\ e e - - - 2 y {\( _ \ , {\}\°/ _ _ -_ . . ,am. . ._ \/Q yam) } ƒ �,n 0 _ ` : a * a — \ R 0 / \ % \ !%` / \ — } {n E 3 ; n ya ƒ `OP"IL\ \ ®0 \ } } CDC §�(\\\ « CD CD 0 - `\� 34©sft _ \\\ $ } — Cra_ 'fj\«— /& CD aafm mum ` - — £ 06 CD \ \ \ 6 ! 0 J - § 0 °m 2,$ \%£// sE= '& _ y)/J } 22Z 2 \jam _ \!0 (} ~73 \ , {/\ : } \.\ } z, -_ - 2 (D \ � CD ~ 2 \ } 3 < CD \ mamma. � \ ) _ }j/f\ Q m \ J/«sJ mama \�E \ 3 ®} \ \ ^ - \ }{[[% / /{ }— } 0 CD }M [0 \ \ {/ - / 0 0 - \ }� ( ( (D \ } / \ `� « n [ { 7E� ® : § ) � $ � 0 2 ► § $ 2 Are culverts use4m public roadway [ / I , X ® ~ : z z = E - -\ ° 0 7 \ < ƒ 2 0 { / - { : ° /3 / , -\\[� E - _-� `\ _-_ \\��\ \00 \ 0 \ (D ] :0 CD \{{/> ...CD _ /y M } p . . ./ -_ z.« n \ / E o ®* \ \ \ z e ! -` \\ - \aa , / } / 0 )\0 \gCD ( \CD � ] CD CD »\\\ r: { \ \\) CD /!2 \ a \ a=§ - \\ m [/! ` CD \\{)$ \ \ \ \/J / \ 0 \ ��� / 9 a- , ƒ 9 E : \ \7 ( 9 * 5 _ ( , CD ^ :_ )/W( { / � } \ \ § \ \ / \) \ s \ \ }« 3 § 0 -- - 2 ƒ 2 ; _ Q CD - , § \\(0 n , CD E \ ƒ (2a: \\ \\\� } �\ ± g CD )§E a0 CD /[ CD CO E 2 � s Culverts A (continued) p � D a o m D o_D 6-0 o-D CDCDN (Da N= N„o 3w (O N N N (D D (D N '0 (°D N° () — 0. 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JaCD F9 0 §"* 7 :{ ,m_=�: J0�a�K=ƒ &§,0 } &20 p0 � ( CDCD �0 /(\90/ CD §�m0\ ,\:gym �\/ Co \� j) e} m C r 8L W U S QO ti m d nT QQ D 1 0 Z ;T] X I n E X H I E31 Tr 4^ 1 ZONE X APPROXIMATE SCALE 0 NATIONAL FLOOD INSURANCE Ip06AAN FIRM FL000 INSURANCE RATE MAP BRAZOS COUNTY, TEXAS AND INCORPORATED AREAS PANEL 19T OF 250 OR PAMC� ROT PRINTED1 UnInCOr170ratea MAP NUMBER 481195 48041C0192 C EFFECTIVE BATE: I L IULY 2, 1992 Federal Emergency Mwgemenl Agency y2e ezt uning F-MR OMJne. This map doea nd regect chanpea� mendmente wfilcM1 may have been made aubaeque�rt to the Gate on [he !tle dock. For tM1e la[eaf Fretluct informetlon about Natlonal Flood Inaurarwe Progrsm Aood maps check tM1e FEMA Flood Map Store at wmN.mac.lema.pov DRAINAGE AREA NOTES: 1. THE TOPOGRAPHIC INFORMATION FOR THE OFF -SITE DRAINAGE AREAS WAS OBTAINED FROM THE CITY OF COLLEGE STATION. 2. THE DRAINAGE AREAS FOR WILLIAMSGATE SUBDIVISION PHASE 1 ARE BASED ON THE GRADING AND DRAINAGE PLANS FOR WILLIAMSGATE PHASE 1 AS PREPARED BY MUNICIPAL DEVELOPMENT GROUP AND DATED JANUARY 3, 2006. LEGEND A DRAINAGE AREA NUMBER Q 0100 EXISTING �. � DRAINAGE AREA LIMITS xxx EXISTING CONTOURS -xxx PROPOSED CONTOURS -► DIRECTION OF STORMWATER FLOW PRE -DEVELOPED DRAINAGE CALCULATIONS PRIOR TO WILLIAMSGATE PHASE I DRAINAGE AREA AREA ACRES C Tc (min) "I-2" (in/hr) "0 2" (cfs) "I-5" ('n/hr) "0-5" (cfs) "1 10" (n/hr) "0-10" (cfs) "1-25" (n/hr) "0 25" (cfs) "I-50" ('n/hr)/hr) 100" "0-100" (cfs) COMMENTS 1 10.67 0.45 10 6,33 30.39 7.69 36.92 8.63 41.44 9.86 4734 11.15 .64 55.89 TO OFF -SITE_ NORTH 2 1.00 0.45 10 6.33 2.85 7.69 },qfi 8.63 3.88 9.86 4.44 11.15 ,64 &:�j 5.24 TO ROCK PRAIRIE ROAD OST 3.24 0.45 10 6.33 9.23 7.69 11.21 8.63 12.58 9.86 14.38 11.15 1.64 76.97 TO ON -SITE AREA 1 OS2 5.82 0.45 10 6.33 16.58 7.69 20.14 &63 22.60 9.86 25.82 11.15 .64 30.49 TO OFF -SITE NORTH OS3 2.77 0.45 10 fi.33 7.89 7.69 9.59 8.63 10.76 9.86 12.29 11.15 .64 74.51 TO OFF -SITE EASTTOTAL 2},50 66.94 81.32 91.26 104.27 123.09 - EXISTING DRAINAGE CALCULATIONS DRAINAGE AREA AREA ACRES C Tc (min) '1-2" (in/hr) 0-2" (cfs) 'I-5" (in/hr) "0-5' (cfs) 'I-10' (in/hr) "Q-10' (cfs) "I-25" (in/hr) "O-25" (cfs) "1-50" (in/hr) "Q-50" (cfs) 'I-1G0" (in/hr) "0-100" (cfs) COMMENTS 1 10.67 0.45 10 6.33 30.39 7.69 36.92 1 B.63 41.44 9.86 47.34 11,15 53.54 11.64 55.89 TO OFF -SITE NORTH 2 1.00 0.45 10 6.33 2.85 7.69 3.46 8.63 3,88 ii 4.44 11.15 5.02 11.64 5.24 TO ROCK PRAIRIE ROAD 051 3.24 0.45 10 6.33 9.2} 7.69 11.21 8.fi3 12.58 9.86 14.38 /1.15 16.26 11.64 16,97 TO ON -SITE .AREA 1 OS2 5.82 0.54 10 6.33 19.89 7.69 2417 8,63 27.12 9.86 1 30.99 1 11.15 35.04 11.64 36.56 TO EXISTING DETENTION OS3 2.77 0.45 10 6.33 7.89 7,69 9.59 8.63 1 10.76 9.86 12.29 11.15 13.90 11.64 14.51 TO OFF -SITE EAST TOTAL 23.50 70.26 85.35 95.78 109.43 123.75 129.19 PROPOSED DRAINAGE CALCULATIONS DRAINAGE AREA AREA ACRES C Tc (min) "I-2' (in/hr) Q-2" (cfs) "1-5" (in/hr) 'O-5" (cfs) "I-10" (in/hr) "0-10" (cfs) "1-25" (In/hr) '0-25" (cfs) "1-50" (in/hi ) "0-50" (cfs) '1-100' (in/hr) 00-100" (cfs) COMMENTS 1 1.42 0.63 10 6.33 5.66 7.69 6.88 8.63 7.72 9.86 8.82 11.15 9.97 11.64 10.41 TO PROP. 10' CURB INLET 2 0.83 0.63 10 6.33 3.31 7.69 4.02 8.63 4.51 9.86 5.16 11.15 5.83 1164 6.09 TO PROP. 10' CURB INLET 3 1.37 0.63 70 fi.33 5.46 7.69 6.64 8.63 7.45 9.B6 8.51 11.15 9.62 11.fi4 10.05 TO PROP. 10' CURB INLET 4 0.98 0.63 10 6.33 }.g1 7.69 4.75 8.63 5.33 9.86 6.09 11.15 6.88 17.64 7.19 TO PROP. 10' CI.:RB INLET 5 0.35 0.63 10 6.33 1.40 7.69 1.70 8.63 1.90 9.86 2.17 11.15 2,46 11.64 2.57 TO PROP. 10' CURB INLET 6 0.94 0.67 10 6.33 3.75 7.69 4.55 8.63 5.11 9.86 5.84 11.15 6.60 11.64 6,89 TO PROP. 10' CURB INLET 7 1.83 0.63 _ 10 6.33 7.30 7.69 8.87 8.63 9.95 1 9.86 11.37 1 11.15 12.85 11.64 13.42 TO PROP, 10' CURB INLET 8 1.08 0.63 10 6.33 4.31 7.69 5.23 8.63 5.57 1 9.B6r5�4O 11.15 7.59 11.64 7.92 TO PROP. 101 CURB INLET 9 0.81 0,63 10 fi.33 3.23 7,69 3.92 8.63 4.40 9.86 11.75 5.69 11,64 5.94 TO PROP. 4'x4' CROP INLET 10 0.47 0.63 10 6.33 1.87 7.69 2.28 8.63 2.56 9.86 11.15 3.30 11,64 3.45 TO OFF -SITE PROPERTY 11 0.87 0.63 10 6.33 3.47 7.69 4.21 8.63 4.73 9.86 11.15 6.11 11.64 6.38 TO PROP. 10' CURB INLET 120.79 0.63 10 6.33 0.76 7.69 0.92 8.63 1.03 mis 11.15 1.33 11.64 1.39 TO DETENTION FACILITY 13 0.63 0.63 10 6.33 2.51 7.69 3,05 8.63 3,43 9,86 I1.15 4.43 11.64 4,62 TO ROCK PRAIRIE ROAD - DST 0.36 0.45 10 6.33 7.03 ].69 1.25 8.63 1.40 9.86 1.60 11.15 1.81 11,64 1.89 TO ON -SITE /REA #1 -. OS2 1.68 0.45 10 6.33 4.79 7.69 5.81 8.63 6.52 9.86 7.45 11.15 8.43 11.fi4 8.80 TO ON -SITE AREA N2 053 1.20 0.45 70 6.33 3.42 7.69 4.15 8.fi3 4.66 9.86 532 11.75 6.02 11.64 6.29 TO ON -SITE AREA 13 054 5.72 0.54 70 6.33 19.55 7.69 23.75 8.63 26.66 9.86 30.46 11.15 34.44 11.64 35.95 VdWAMSGATE DRAINAGE OS5 2.77 0.54 10 5.33 9.47 7.69 11.50 8.63 12.91 9.86 14.75 11.15 16.68 11.64 17.41 TO OFF -SITE PROPERTY TOTAL 23.50 85.19 103.49 116.14 132.69 150.05 1 156.65 / THE CONTRACTOR SHALL CONTACT ` DIG-Tf55 AT 1-800-J44-8J77 A MINIMUM OF 48 HOURS PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIN71E5 j EXHIBIT []_7 P N Z4mmo WaPo pW�o tnZ�oz ZWPW Zp�cW W_QQ�Pa �KmWZ Wm�orc Q aW Y WKnnI Z 0m0 O IU4Wm3 03 2Zamn WFrSa a O Q ui Ow W F C F G Z J N o O Y x2Ww � Z Z p G9 Q m O � O �O_Iz G U � U PRELIMINARY PLANS DRAWN: HEI THIS DOCUMENT IS FOR INTERIM GATE: 13/16/09 RENEW AND IS NOT INTENDED FOR HEI 4; 09-119 CONSTRUCTION, BIDDING OR PERMIT PURPOSES. STEVEN R. HOMEYER, PE # 86942 gG41G�4 GYI DATE: 09/07/2010 �g 1 M, LLW,,g a W.e .z .me wr. .; mur ,o O55 ,o, 11 .m �z I I w,1. 7.4 :or .< R/ .n„ / :cr ,e IT LTT� I 4 k_a - ys',' (50• NS—OP—IIAY) — L T .orz w;+ �^,. ro:s :ors ----I—-- LOT .a-o. � s j �„ �rz — i I 1� z . ' ww.u_ �' I x Tt� NOT Tt� NOT Try I :T;/ F I 'rt I— 9 1 1 I I r T per„ LOT z 1'i. �il � (' I'll�l (lr I•�� � i ' 1 + o� II I 1 I 0.0 ——- - I _TOO 10 _ ,er 3 LI T -- EXHIBIT E:)_2 LEGEND DRAINAGE. AREA NUMBER O 0100 PROPOSED —• — DRAINAGE AREA LIMITS xxx EXISTING CONTOURS xxx— PROPOSED CONTOURS —► DIRECTION OF STORMWATER FLOW � THE CONTRACTOR SHALL CONTACT DIG—TESS 48 HOURS PRIOR O A MINIMUM OF 48 HOURS PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTINTIES pRAINAGE AREA NOTES: 1. THE TOPOGRAPHIC INFORMATION FOR THE OFF —SITE DRAINAGE AREAS WAS OBTAINED FROM THE CITY OF COLLEGE STATION. 2. THE DRAINAGE AREAS FOR WILLIAMSGATE SUBDIVISION PHASE 1 ARE BASED ON THE GRADING AND DRAINAGE PLANS FOR WILLIAMSGATE PHASE 1 AS PREPARED BY MUNICIPAL DEVELOPMENT GROUP AND DATED J.ANUARY 3, 2006. 3. REFER 10 THE EXISTING DRAINAGE AREA MAP, SHEET C5, FOR THE PROPOSED DRAINAGE AREA CALCULATIONS. P �Dn>< Upn4 Zm-nY 4Pp�v uZWroW HAP Q W�R�W= Wm�OK w W KNPi QZf<P= rn4N 3 U � I(O�i =Zama WHOP d W DRAWN: HEf PRELIMINARY PLANS THIS DOCUMENT f5 FOR INTERIM OATS: tl/I6/09 REVIEW ANO IS NOT INTENDED FOR HEI S: 09-119 CONSTRUCTION, BIDDING OR PERMIT PURPOSES. S7EVEN R. HOMEYER, PE ,f 86942 @ `Ws IM 1K&A OATS: 09/07/2010 11 @6 THE CONTRACTOR SHALL CONTACT _ DIG-1E85 AT 7-800-344-8377 A _ ---- - - MINIMUM OF 48 HOURS PRIOR 70 THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES @ O J 7'.4 Ex15nrvG TORM LINE 'A' STA 0+00 TO G+24 " RCP nn CFSI O0 37.18 CFS V=7.42 FPS _ 1 OIA=26 56v al ii" RCA DIA=2fi'z 43 JRCA S1=0.765501�5933CFS��52.86 CFS�y60.45 CFS 0,53.59 CFSV=6.39FPS V=7,46 FPSPROPOSED KEEFER LOOPSf=0.6255------- - - --� --�- COMPACTED TO MIN 95i - -- -- - PROPOSED GROUN STD PROCTOR DENSITY PROPOSED CULLEN TRAIL EVSTNG GROUND �- -_ PROPLL _._ -.—_- ---- - COMPACTED TO MIN 95% - PROPOSED GROIN - STD PROCTOR DENSE VIM ExISPNG GROUND - - - - —I-- -- r----- .-47 LF OF 26 i{"z43 ?' _.-_.._. PROP. 6" W, _ -- tt 111 RCA PIPE 312 LF OF 25 % x43 :r -- _ -- --- - - - -- - 165 LF OF 30 CL 01 RCP O O.7OX SLOPE CL III RCA PIPE O 055i ROPE 0705 SLOPE - w • - - _ _. .- _ - __ __ _ n W eat w x J�Z z , o - n +. �N + Jp A - _ n o ^ fin.<mn r� iw _ ._ _ _ __- --__ .. _- -- -_ .-_ - - _._ _I _._.- _ ._- - _ az�n naH� -tnzle nz l�N2oo4� --- - I+w z+DD }+DD NO ES: 1. TRENCH DACKFILL SHALL BE INSTALLED PER CITY DETAIL D3-02 ON SHEET C22 : 4+00 S 320 }15 PRELIMINARY PLANS THIS DOCUMENT IS FOR INTERIM REVIEW AND IS NOT INTENDED FOR CONSTRUCTION, BIDDING OR PERMIT PURPOSES. STEVEN R. HOMEYER, PE �{ 86942 DATE: 09/07/2010 O Q W O G 0 U a w war r Q Z w UN 0 O J > z w z J o � V � m � m O O � R > G o r ¢ _ l7 C 0: U J � Q � W u Q Z O � Jao � r ¢ o 0 Q J- a a r N DRAWN: HEI --- - I+w z+DD }+DD NO ES: 1. TRENCH DACKFILL SHALL BE INSTALLED PER CITY DETAIL D3-02 ON SHEET C22 : 4+00 S 320 }15 PRELIMINARY PLANS THIS DOCUMENT IS FOR INTERIM REVIEW AND IS NOT INTENDED FOR CONSTRUCTION, BIDDING OR PERMIT PURPOSES. STEVEN R. HOMEYER, PE �{ 86942 DATE: 09/07/2010 O Q W O G 0 U a w war r Q Z w UN 0 O J > z w z J o � V � m � m O O � R > G o r ¢ _ l7 C 0: U J � Q � W u Q Z O � Jao � r ¢ o 0 Q J- a a r N DRAWN: HEI I I� I / Il i ' I 1 _OOROS A 5424 UNE OAR INSTALL SDMH Al -4' S0. STORM MH RIM=314.66 ' EL(NW) LISE=301,81 8,52 RISE) =]OB.81 J !I 32 32 31 314 20 40 0T 30 STORM LtNE A STA 5+24 TO 9+88 m.- mo SCALE _ nn— ._..- plq=2]'DIA=24' D343 CFS RCP 0�19.12155 -- DIA=18" RLP Qm IZ220�3].16 _ "— --- - CFS _ ______-_--- - ..._—___-.__— 028)9 CFS __.-__- —___.-_ O 12.4] CFSV=9.16 FPS _51=1.3J6R --PROPOSED FlLL __ SHALL BE Sf=O]10z LOMPAClEO TQ MINCOMPACTED -' TO MIN 95z- -- gLOW STO PROCTO DENSITYPROPOSED KEEFER LOOP PROPOSED GROUN PROPOSED GROUN EXI LING GROUND EXIS NC GROUND _ 1]8 LF OF 2Y LL 111 RCP 253 LF OF 240 CL 111 RCP III RCP CIL O i 20R SLOPE O l 38z SLOPE i nr � O SLOPE R nm mm � m �_._ i o - W - - — a Z m Y--._ _.-. ___.. - - .. ,o -._ -ma �O U Yaw -___ -._. -_._ __ _ _ 3 3. Yih_W ma --FinaZ�� _ - ro a Z_..�G�rr. F,nm- lip ..___ 5+24 �u ]+00 0+00 NO ES: 1. TRENCH BACKFILL SHALL BE INSTALLED PER CITY DETAIL DJ-D2 ON SHEET C22. P �va�4 Z4mmD PU P rnz�a? UZW'NW ZO;nW Q�P0 0 W�rc° Wx Wm�1a aW x W °wna'w pnml OZaPP1 Jfi LLN.L O �Za°mro W1m-oa d DRAWN: HEI PRELIMINARY PLANS THIS DOCUMENT IS FOR INTERIM DATE: 11/16/09 RENEW AND IS NOT INTENDED FOR HET #: 09-119 CONSTRUCTION, BIDDING OR PERMIT PURPOSES. F� STEVEN R. HOMEYER, PE d 86942 @ LSffu DATE: 08/30/2010 ---------ti ----7--------` _ I t I I INSTALL: INLET A6 - --I_-INI I -10' CURB INLET -I i TOP=316.84 _ R(NE) =311.72 ll PROP �1 L£ OF r I 21- CL III RCP \ 0 I J . - STA 7+02 LINE 'A' O ,8 x S OPE ----_ �`----- -- INSTALL INLET A3 BE 1-10' CURB INLET- -- - - TOP 316,8- FL(NW) =310.92 ----_--- FL(SE) =311.24 R(SW) 3t L49 N� 1 F �1 I I I I IN I I I PAIt x� ¢ ---�--- ��- PROP I31 LF OF -- -�' 27- CL 111 RCP 01-20%SLOPE 5 SS — TA 5+24 IN INSTALS SOMH At \ 4' S0. STORM M RIMmMIL56 / 1�• J /i FL(NW) =SOB 52 --- = RISE)=306.61_ l N i L— \ _-_- STORM LINE "LAT A-1" Jll 30: STORM LINE "LAT A—f" SCALE SCALE - - DIM21' RCP H: 1'�20' V: 1'=4' 01=14.69 CFS - _-' O. CFS - 6.19 V=6.19 FPS 51=0.B]6S - _____ FILL SHALL BE _PROPOSED COMPACTED TO MIN 95% - -- STD PROCTOR DENSITY -- - - ROPOSED GRWNO EXISTING CRd1N0 -- .___ 31 LF OF 21- CL III PCP O O.BOX _ SLOPE _ ..z n _ 1 �Jc�in + oA p zw a z, In 3 _a y� L'rii'19 0+50 ROC NSTALL () TYPE S- HEADWALL O 6:1 SLOPE FL (SEE SHEET 2 FOR DETAILS) --- 321 --- --322J 32} 3 —- -- ED � THE CONTRACTOR SHALL CONTACT � DIG-TE53 AT 1-800-744-8377 A MINIMUM M N HOURS PRIOR TO THE COMMENCEMENT II ANY � CONSTRUCTION ACTT L7TIE5 NOTES: 7. TRENCH BACKFIIL SHALL 8E INSTALLED PER CITY DETAIL D3-02 DN SHEET C22. 110 [F1 0� K PRAIRIE ROAD on RfcHr qA` NAYf �20.54 60 LF Of EX -_INSTALL 1 - 24" PCP :_._4 LF OF 24- CL 111 RCP -TINE -S- HEAD U_ -O 6:1 SLOPE _ 324 J22(SEE SHEET C28 - - _ _ — - FOR DETAIL) --- FL-320 B6 N. FL= 3$$05] -- 321 ----- -- �,. —_. ,. _.. �\ _ _322 --- _-_ L 0 I ,it - y a I r U PROPOSED KEEFER LOOP/ ROCK PRAIRIE ROAD DRAINAGE STRUCTURE EXHIBIT E_3 Box [?dgt.4 Z4ma& W ow�o �jjFfI 00i �W ZW ZW JnW F.�P W��m Z E "W W -�=W �WW dW amol aO!mm Z 0 6L N0� W xp0 0 TZa 6n WI -DU 4 T Ol C Z ec D'�a G j O O w > r z U r O O _ p tt U DRAWN: HEI PRELIMINARY PLAN$ THIS DOCUMENT IS FOR INTERIM DATE: 11/I6/09 RENEW AND IS NOT INTENDED FOR HEI F: 09-119 CONSTRUCTION, BIDDING OR PERMIT PURPOSES. STEVEN R. HOMEYER, PE ,{' 86942 Mliffu f�`iIOOa DATE: 09/07/2010 @ q THE CONTRACTOR SHAH CONTACT OIG-TESS AT 1-B00-344-8377 A - -- - - _ MINIMUM OF 48 HOURS PRIOR TO THE COMMENCEMENT OF ANY CONSTRUC710N AC7INTlES j 11I I F- O S NA 0+84 LINE 'B� J i 1 STALL 50MN BI /(IFIT-r' 1 5' S0. STORM MH 0.PROP F N) =30572 CL IH R6P R(SW) =305 74 O 0.65% SLOPE { �7 t 5TA O+JJ UNE�: 309 , �I 7 -26 % 3 +"X 45 WYE Fl =305 >O I ; I PROP 4-84 LF C `26 rX 43 T' CL N RC 1, 3 ,O 950R SLOPE -ftlee - ��s - I]N6 "Am Air I I11 fillTA 0+78 LIN qT B-2' I I I INSTALL: INLET BS I LOT 2 1 1-10' CURB INLET A TOP=311.70 FL(W)-307.79 =308.09 _--- _-�-•' PROP J1 Lf Op -- _ _ 21 LL III RCP _ -- - TO 0 fi5R S OPE I I , 'LAT I I i TA 0+20 LINE 8 1' STALL INLET B2 I 5' SOl GRATE INLET W/ LOT 1 11.W. GRATE MODEL NN5668 PROP 78 F OGN Ile, ,, )P=309 D0 24' CL III RCP p (W)=30644 �----008=z SLOPE _�--- PftOP 20 LFPS�PROP Co 111 RCP ]0' 1II CL RCP 11 _I O 050R SLOPES O 0.50% SLOPE (SW) 31 /x✓ 5TA 2+63 NE a/ ft(E) =06.3406.J4 _ TA 0+00 LINE 'LAT B 2'-v -- ellI LL: j(INSTALL:. SDMH 8 NSTAi-I - -IYPE B III (iI I STORM M C 30531cL( Yq ) PI 1 )d I (i �� flI71 2 PIPE M=311.]5 . NE) 306 i FL((E) 306 ] i VFL=307.24 LOT 4 118 p( LOT 3 loT 2 I l0i 1 I Im IN ol IN rl I lee. RIF it STORM T,TNF "R" ALL Hi 1�20 .I STA 1+09IUNE 'LAT B-2' INSTALL: INLET 82 •_ 0' CURB INLET TW=311.70 FL (NE)=}I3300 288 0 I 31` i� J LOT z 31( COS SLOPE �E,"�`L T\ 312------J 17 5TA . 1 LINE ' INST LL LET ET foCURB INLET 3lIL II I ¢¢ I i l Lan ! Iw � LOT 2 1� yy1it � o 0 20' ----n 0 OIA=26 45'. 43 Y' RCA - 010�34.47 CFS OIA=30' RCP -- DIA=30" RCP OIA 16" RCP 04V.=51.09 CFS ---_--'-- 10i34.47 CFS Olti.5J CGS - OIm=7.i9 US - -- _- V=4.88 FPS OmP=]5.82 US - -- ---- 00 31.42 US -.-_-- US O=4.07 - _...._. Sf=0.266R V=7.02 FPS - -- V=S.Bt FPS F0 4 07 FPS -- SI=0.]02S 51�0.481R � Sf=0.466R -- '"- ROPOSEO FlLL SHALL BE PROPOSED SELECT FILL PROPOSED CROUN COMPACTED 95R ENEATH THIS ROAD SEC110 -'- -'- _ ______ --.._- _ Slb PROCTOR OR DENSITY DENSITY ALL HAYS A PI LESS TH _ EXISTING GROUND OR EOVAL TO t2. -- - PROPOSED GROUN _ PROPOSED KEEPER LOOP -------�-- - - _ Ex1511NG GRWNO e. lee 84 LF OF 26 95'x4}.- --- CL III RCA PIPE 56 LF OF 30' CL III RCP 123 LF OF 3� CL III RCP LF OF 19' CL III RCP - C 050% SLOPE O 065R SLOPE O 0.50% SLOPE O 1 OOR SLOPE '- - m m x _ mmS m3 m _ - z w �' -i,l a z z zx¢ wx¢ o: Ww _ OF x n n a en i o o' .r ..... wj __-_- ____-___._ m n -_... no $e en *Widdi _ e <mn^h + F n ei�w ry L H ew e <+uv 3+00 [N,DTESCH 13ACKFILL SHALL BE INSTALLED PER CITY DETAIL D3-02 ON SHEET C22. EXH 1 BIT E_4 n /'�/gWDX 1L.►L pn� Zmmma STORM LINE "GAT B-2" _ 4 m W' SCALE. n SCALE: OIA 411' RCP -- m H: 1'=20' 4 4 US L 0� 21.92 CAS V=6.79 FPS i m _ Sr 0.885% - DIA '1' RCP GROUN-_RR FlLL SHALL BE OjFF J.42 CFS COMPACTED TO MIN 95R Ory-13 84 US '- PROPOSED V=5 50 FPS - E)(ISRNG STD PROCTOR DENSITY G40UN0 Sf=0.]iJR - R-JO5.50 --- S-- 31 OF OF 21 78 LL OF 24• LL III RCP CI. III PCP-- O O�epR SLOPE __ p 0.65% SLOPE - - mm jz IN _ ---ji-Z Ali- ?�H '; WZ p^^ aaU_ne n3H sb w Fee mF� LL 4'G! WG D+oo o+so f10 31f 05 30' STORM LWE "GAT B-1" SCALE: DIA-10' RCP $ 000=5,94 CFS ---- Op 5 LFS --- ----- V=136 FPS SI=0.}ISR -- PRGPOSED GROAN £xISRNIS GROUND _ 20 C OF 18' CL fit RCP PROP. 6' SS 0.50% SLOPE � - Fi-30450 e FALL Nm �ak'm _ 0�0.qrnoo Finnic) ~3� -- job NF-� o -_ 320 TS 310 105 Ow am rrFF�7"z i- H uz,*TW ZOJNW -j Z 315 W�T.0 z 13iW �W mwDI[ W�•4} 111111 ICNOI Ji0 ZI111100 aox O�W oRm FE rw0 UWa Pi TZa low 3os J� WIN) ri u 300 o+ac p+so PRELIMINARY PLANS DRAWN: HEI THIS DOCUMENT IS FOR INTERIM DATE: 11/16/09 REVIEW AND IS NOT INTENDED FOR NET s: 09-119 CONSTRUCTION, BIDDING OR PERMIT PURPOSES. STEVEN R. HOMEYER, PE ,j' 86942 g `w' �� H@Q DATE: 09/07/2070 C�96 NOTES' . 1, THE DETENTION POND WILL BE PRIVATELY OWNED AND MAINTAINED BY THE WILUAMSGATE SUBDIVISION HOMEOWNER'S ASSOCIATION. 2. THE EXISDND OUTIFT STRUCTURE WILL BE MODIFIED AS PART OF THIS PROJECT. SEE SHEET C121 FOR DETAILS. 3, THE EXISTING DETENTION POND WALL HEIGHT SHALL BE INCREASED BY INSTALLING A 6000`08' CONCRETE BLOCK CAP WITH MORTAR ON TOP OF TIE DETENTION POND WALL 4. THE CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL EXISTING ROCK RIP RAP WITHIN ME LIMITS OF THE EXISTING DETENTION FACILITY ExIsnNG APRON Ex. PRIOR TO THE COMMENCEMENT OF GRADING - J' ACTNTES +' E 5. THE EXISTING AND PROPOSED RETAINING WALLS SHALL BE STAINED A.DROWN COLOR APPROVED OY TIE OWNER, a PROP. PROP. PROP E%. TW. 3D5PROPOSED DETENTION POND 1 100- R W.SE= 306.59 (13 PRprIII:r IlLdc D 4 \ \ O 0.505 SLOPE (SEE DETAIL Tn , THIS .f/ 3p'Ix.� ♦ `0. i \\ LEGEND tR.F. IRON ROD FWND IRS IRON ROD SET '.. x CUT X IN CONCRETE F.GP. FENCE CORNER POST v_ ASPHALT QT TELEPHONE MANHOLE TIT POWER POLE LIGHT POLE pQ WATER VALVE OSSMH SANITARY SEWER MANHOLE <5 FIRE HYDRANT 0WIM WATER METER �TNC OUTLET STIR ACRFW TIE DETENTION EAGUTY FUNCTION AS TIE V T. _.... U..PROM. n EX. G I REMICK FLUME G \ 1 \ 4'C REPLACE 1 ( \ CONCRETE FLUME .SOS ROPE N THIS SHEEo R I y , I 1P=304.81 � 1 USE CAUTIDN AROUND EXISTING SEWER LINE `SEX. elm=3o]s2 %. TP�305.00 1I II h' � x — _EXISTING 305 HEADWALL I \ .1 TO REMAIN r � � r \ \ap0%/ a/lam f `.\ CACTOR SHALLONTACT1-800-344—B3]] A 48 HOURSPRIORTONCEMENTOF ANYCTION ACTVITES PROPOSED DETENTION WALL Iz TOP OF CONCRETE BLOCK=3O7.55 TOP OF WALL=3O7.00 J I MIN. 6"(H)x10"(W)xt B"(L) CONCRETE /'BLOCK CAP MORTARED ON TOP OF •. / PROPOSED DETENTION WALL (—VARIE 100-YR WSE=306.59 I SEE RETAINING WALL DETAIL B" PROPOSED ON SHEET C12.1 SL-rvnx VARIES SLOPE _ VARIES A 1 SECTION B—B PROPOSED WALL NOT 7YT SCALE PROPOSED DETENTION WALL rsl TOP OF CONCRETE BLOCK=307.55 TOP OF WALLPo307.wz ml O0 MIN. 6"(H)%10"(W)%IB"(L) CONCRETE �-1 BLOCK CAP MORTARED ON TOP OF_\ EXISTING DETENTION WALL 100-YR WSE=306.59 I ARIES—( EXISTING DETENTION WALL SLOPE SLOPE VA_ R_ jES VARIES �llll-lljj!! SECTION C C EXISTING WALL NOT TO SCALE 3600 PSI CONC. 6 2B DAYS W/ /4 BARS 12" O.OE.W. 41 PROPOSED 4" CONIC FLUME NOT TO SCALE PRELIMINARY PLA THIS OOCVMENT IS FOR INTERIM REVIEW AND IS NOT INTENDED FOR CONSTRUCTION, BIDDING OR PERMIT PURPOSES. STEVEN ft. HOMEYEft, PE F' 86942 DATE: 09/07/2010 P �Upcs Zm�cs `WWmaU �—o�ari / =Z♦PZ �ZWnu Z�.InW WQ>� m �IYmWZ F3ZW �Wm;Dw a.a> WWI M D nWE zfaao P= —KP W4xm� TTZa°mn �LWHDP 0 DRAWN: HEl rn I co 1\\7 t✓ � \'T C , A B iA . „f_ I l p I I A O I I I I 1 I' I I I Q O I i I o 20 40 I I I I raurwnu uOTFALL MODIFICATIONS PLAN SCALE: " ' 1=5 EXISTING WEIR OPENING E%. EL= 306.92 EX. EL= 306.92 F-1 EL= 306.60 EL= 306.60 T—� ALL WALLS /4 BARS 0 12" O.C.E.W. I i 1 I Tr- III 4000 PSI CONC. 0 28 DAYS W/ g4 BARS 0 12" O.C.E.W. OUTLET STRUCTURE SECTION A —A NOT TO. SCALE 3/4" CHAMFER g^ BOTH SIDES 2" #4 BARS 0 12" O.CE.W. (BOTH MATS) INSTALL KEYWAY FOR PERMISSIBLE CONSTRUCTION JOINT .I \j\f//< _I a4 BARS 0 2" O.CE W. 12" 12" (BOTH MATS) Io NOTE: 1. .PROVIDE VERTICAL EXPANSION JOINT IN WALL AT 25' MAX SPACING. 2. REINFORCING STEEL SHALL BE GRADE 60 3. ALL CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS RETAINING WALL DETAIL NOT TO SCALE 1" MISTING WEIR WALL �3 EL= 306.92 _---_ EL= 306.60 . .CONTRACTOR SHALL ALL WALLS DOWEL do EPDXY #4 x M4 BARS 0 12" 24" SMOOTH BARS ON O.C.E.W. - 12" CENTERS ALONG -'' ALL EXISTING TO FL= 304.39- - PROPOSED CONCRETE 1• . AJ01NTS _ FL= 304.37 1— INSTALL KEYWAY FOR PERMISSIBLE CONSTRUCTION JOINT 4000 PSI CONC. 0 28 DAYS W/ #4 BARS 0 12" O.C.E.W. OUTLET STRUCTURE SECTION 9-8 NOT TO SCALE EXHIBIT F_2 PROPOSED -DEVELOPED LOT DRAINAGE SCALE: 1'=20'. N �Ua3=4 Zm•t"i WmP� Zoo? �zWAW Wz �QmWz 2 r;zw WN�02 =W W W„aw CNnI w • XD � TZa°mm� i PRELIMINARY PLANS DRAWN: HEI THIS DOCUMENT IS FOR INTERIM DATE: 11/36/09 RENEW AND IS NOT INTENDED FOR HE1t: 09-119 CONSTRUCTION, DIDDMG OR PERMIT PURPOSES. STEVEN R, HOMEYER, PE # 86942°o DATE: 09/07/2010 2-YEAR DETENTION STORAGE CALCULATIONS RELEASE RATE - 52T2 CFS OURATON (MN) i TEN9tt (N/Tr) PEAK x R (CN) uL x NROW (cl) OUTFLOW (CO STORAGE (CO 5 8.22 92.67 52,72 27,802 23,724 4,078 10 6.33 71.29 52.72 42,776 31,632 11,144 15 5.19 58.51 52.72 52,600 3%540 13,121 20 4.43 49.93 52,72 59,919 47,447 12,472 25 3.88 43.74 52.72 65,609 55,355 10,254 30 3.46 39.04 5272 70,269 63,263 7,005 40 2.87 32.34 52.72 77,6ll 79,D79 0 50 2.46 27.76 52.72 83,290 94,895 0 60 2.iJ 24.42 52.72 87,922 110,711 0 120 1.30 14.67 52.72 105,613 205,606 0 180 0.95 10.76 52.72 116,211 300,500 0 360 0.56 6.26 52.72 135,262 585,185 0 THE MODIFIED RATIONAL METHOD WAS USED TO CALCULATE DETENTION STORAGE VOLUMES. C(prop) = 0.57 A = 19.63 ACRES tc = 10 MIN INFLOW = STORM DURATION x FLOW x 60 SEC/MIN OUTFLOW = 0.5 x (STORM DURATION + TC) x RELEASE RATE x 60 SEC/MIN 5-YEAR DETENTION STORAGE CALCULATIONS 10-YEAR DETENTION STORAGE CALCULATIONS RELEASE RATE - e4,10 CFS R6EASE RATE aw 71.95 CIS °imMi N n_N9tt NZ,) RE( (,. PEAK �t NaOW (cry OU1aoW (co SIGRACE TOO " tm�i TEN whri PEAK(Cf( PEAK Coot x INROW (CO OUTFLOW (PIT STORACE (CO 5 9.85 117.02 64.10 33,305 28,847 4,457 5 10.98 123.74 71.95 37,123 32,379 4,745 10 7.69 86.69 64A0 52,014 38,463 13,551. 10 8.63 97,30 71A5 58,381 43,171 15,210 15 6.38 71.85 64.10 64,662 484079 16,58} 15 7.19 91.07 71.95 72,961 53,964 18,997 20 5.48 61.75 64.10 74,101 57,694 16,407 20 6.21 69.97 71.95 83,967 64,757 19,209 25 4.83 54.39 64.10 81,588 67,310 14,278 25 5.49 61.85 71.95 92,780 75,550 17,23G 30 4.33 48.77 64.10 87,888 76,926 10,851 30 4.94 55.62 71.95 100,124 86,343 13,781 40 3.61 40.68 64.10 97,634 96,157 1,476 40 ItAl 46.64 71.95 111,934 107,928 4,006 50 3.12 35.11 64.10 105,341 115,389 0 50 3.59 40.42 71.95 121,270 12%514 0 60 2.75 31.02 64A0 111,681 134,620 0 60 3.18 35.84 71A5 129,016 151,100 0 120 1.68 18.93 64.10 136,313 250, 009 0 120 1.97 22.18 71.95 159,665 280,614 0 i60 1.24 14.01 64.10 1,515,356 365*397 0 180 1.47 15.55 71.95 178,786 410,128 0 360 0.73 8.28 64.10 178,853 711,563 0 360 aBB 9.93 71.95 214,404 798,670 0 25-YEAR DETENTION STORAGE CALCULATIONS mmOmmmmm 50-YEAR DETENTION STORAGE CALCULATIONS RELEASE RATE aw 82.10 CFS JIU EASE RATE mm 92.89 C15 O (mnn) x (kn/v) PEAK j N REACMo NL INFLOW (CO OUIROW (CO STORACE (CO DURATION h) u p>w/ r) PEAK (.) N (cnPIOX OONt ROW (c0 COMOW (cq STORAGE Tel) 5 12.51 140.93 82.18 42,279 36,980 5,299 5 14.10 158.86 92.69 47,657 41,802 5,855 10 9.86 111.13Imm. 82.18 66,677 49,306 17,371 10 11.15 125.62 92.89 75,373 55,737 1%636 15 8.23 92.79 82.18 83,508 61,633 21,876 15 9.33 105.11 92.89 94,603 69,671 24,932 20 7.12 80.23 82.18 96,272 73,959 22,313 20 8.08 91.04 92.B9 109,252 83,605 25,647 25 6.30 71.02 82.18 106*532 86,286 20,246 25 7.16 80.71 9289 121,071 97,539 23,532 30 5.67 63.95 82.18 115,108 98,612 16,496 30 6.46 72.77 92.89 130,982 111,473 19,509. 40 4.77 53.73 82.18 128,954 123,265 5,688 40 5.44 61.27 92.89 147,042 13%342 7,700 - 50 4.14 46.65 82.18 139,945 147,918 0 50 4.73 5328 92.89 159-,845 167,210 0 60 3.68 41.42 B2.18 149,095 172,571 0 60 4.20 47.37 9289 170,538 195,078 0 120 2.29 25.77 82.18 185,563 320,489 0 120 2.63 29.55 92.89 213,455 362,288 0 180 1.71 19.31 82.18 208,502 468,400 0 180 1.98 22.28 9289 240,671 529,498 0 " 360 1.03 11,65 82.18 251,554 912,162 0 360 1.20 13.52 92.89 2929123 1,031J28 0 STORAGE VOLUME CALCULATIONS NOTE: THE REQUIRED VOLUME FOR THE 100-YR. WEE WITH AN ADDED 10% FOR SEDIMENTATION IS 29,381 CF. DEPTH = 226 FT STORM EVENT ELEVATION DEPTH (FT) VOLUME PROVIDED (CF) VOLUME REQUIRED (CF) ) 304.37 0,00 0 305.00 0.63 1,813 2 YR 305.82 1.45 13,121 13,i21 306.00 1.63 15,532 5 YR 306.05 1.68 16,583 16,583 10 YR 306.11 1.80 19,209 19,209 25 YR 306.31 1.94 224313 22.313 50 YR 306.46 2.09 25,647 25,647 306.50 2.13 25,538 100 YR 306.51 2.14 26,710 26,710 307.00 2.63 37,887 307.50 3.13 491596 WEIR DISCHARGE CALCULATIONS O=CxLxh''x L= 8.833' (8-10'1, C=3.33 INVERT= 304.37 FLOW RATES BASED STORAGE DEPTHS BASED ON STORAGE DEPTHS N ALLOWABLE DISCHARG STORM ALLOWABLE S7AGE WEiR SOLVE STAGE EVENT DISCHARGE (FT) DISCHARGE FOR Ohm (FT) (CFS) (CFS) (FT) 2-YR 52.72 305.82 51.36 1.48 305.85 5-YR 64.10 306-05 64.05 1.68 306.05 10-YR 71.95 306.17 71.03 1.82 306.19 25-YR 821E 306.31 79.48 1.98 306.35 50-YR 92.89 306.46 88.87 2.15 306.52 100-YR 96.99 30&51 92-08 2.22 306.59 100-YEAR DETENTION STORAGE CALCULATIONS RELEASE RATE - 9E.99 CIS O (mNI W(I^M) PEAK N PEAK(ta) L n.oW (CO oUTROW (09 STORAGE (cO 5 .14.76 166.33 96.99 49,899 43.646 6,254 10 11.64 131.16 96.99 78,696 58,194 20,502 15 9.73 109.67 96.99 98,704 72,743 25,961 20 8.43 95.00 96.99 114,001 870291 26,710 25 7.48 84.26 96.99 126,395 101,840 24,555 30 6.75 76.02 96.99 136,831 116,389 20,442 40 5.69 64.10 96.99 153,836 145,486 8,350 50 4.95 55.83 96.99 167,483 174,583 0 60 4.41 49.71 96.99 178,947 203,680 0 120 2.78 31.32 96.99 225,539 378,263 0 180 2.10 23.33 96.99 225,530 552,845 0 360 1.29 14.49 96.99 3/2,995 1,076,594 0 EXISTING TOP=306.92 XISTING WEIR WEIR OPENING 1s'-1n�6' EL.=306.60 0-YR,�25 PROPOSED OPENING 8'-10" 13037 9 STING4.37 OUTLET CONTROL STRUCTURE NOT TO SCALE EXHIBIT H DETENTION CALCULATIONS 100-YR STORM EVENT PRE -DEVELOPED FLOW RATE 117.85 CFS TO NORTH FROM NLUAMSGATE & BUENA ADA SUBDIVISION PRE-DEVELOPEO FLOW RATE 524 CFS TO ROCK PRAIRIE R.O.W. FROM BVENA ADA SUBDIVISION POST -DEVELOPED FREE -FLOW 4.62 CFS TO ROCK PRAIRIE R.O.W. FROM BUENA ADA SUBDIVISION TO FREE -FLOW 17.41 CFS FROM WILLIAMSGATE SUBDIVISION O NOR H POST -DEVELOPED FREE -FLOW 3.45 CFS FROM BVENA ADA SUBONSION O NORH ALLOWABLE RELEASE RATE: 96.99 CFS REQUIRED DETENTION VOLUME: 0.613 AC -FT PROVIDED DETENTION VOLUME: 0.674 AC -FT PRELIMINARY PLANS THIS DOCUMENT IS FOR INTERIM REVIEW AND IS NOT INTENDED FOR CON57RUC710N, BIDDING OR PERMIT PURPOSES. STEVEN R. HOMEYER, PE if 86942 DATE: 09/07/2010 P I.LVa"cLL Zm-�E IiNpU P i o Z♦DZ PC Zwpw 2 H�P- �Ty/ n LLEmww WW�OC =w WW(,aW ZRNmI i xtP2 O�LL�P N X� =zamn Wrda a G ui O a � r x L7 Q r F E Z W � t- U m emM, p r � O U C] U DRAWN: HFl DATE: 33/16/09 HEI A; 09-119 = HEET NOO -. C1 EXHIBIT G 0 0 e a w w TNNE9T RIGHT aF wAY NNE �FR&ak RaaE'R w :«�Ro� TO THE PLAT OF M9OA E RECORD RNRDN, PHASE ONE RECORDED IN of TTDS. PD. sae MTN A eEARwc OF R 4411•3sw. v1RNE OFF OE RECORDED INO BE 908.0 IN C. 232 OY F THE Of91bAL RECORDS OF BRAZOS COUNTY. TEXAS, 3. THE SUBJECT TRACT DOES NOT NE WTHIN ME 100 YEAR ROOWV.IN ACORSINI N THE FILM.A ROOD INSURANCE BRAZOS nREAS CPg2MUNTEXAS NO, 480003, FAELNO013C, MP NO. a00aiCOt82t. EFTECRME OATES'. .9JLY 2, 1992. RODS SET. AT A3 CORNERS UNLESS OTHERMSE SPECIFlm. xF �i.� 0 mm t5max rzvw x 492415 w 1 45 i CMJjwm y S.M. NNSM oT o� SUPNEO TOPOGRAPHIC SURVEY PLAT OF 10536, LLC 11.67 ACRE TRACT CRAWFORD BURNER SURVEY, A-7 COLLEGE STATION, BRAZOS COUNTY, TEXAS SCALE 1'=50, AUGUST, 2010 P Upn< pP4 ,"NTx , & Zm-M1 1. 1.";. EAALLIES xe>•a_ axoi�.E ixvE,rcv, ,rc a°e O 1 "".i -Zwoz o.sLOFTIN PITA SATLAJ=RTkASEN1E _... �______ ____�_ Q;ZW SLmrF ONE )n l aO ONN asn, fors aor a wr > OB I 1 j W W m I m a `1� \ I 1 tare LOT LOT 10 ,vi„ Lanz ' toi ,. + // j �WWP4W 30 `� a'NN1 ot\ _ _—_ wr ,e icr ,s / LOT,6 � I �6'PPI TIFF,lrF.30 PIT, �_ _ I 1 1 Orn WN0 �- x�c fi45 --�--�_ LEGEND Zamro `O e7 3 '? ; , KEEFER LOOP - _ / = m n V 1 h._. iW_ ,�_� y_ (50' RIGHT—OF—WAY) _ _ IRON ROD FOUND WhmP > 7° _ m _ — LL ��WI 30 30) I an...� IRON ROD SET L _ >°� W L _ C — —__ _ Ez r ACCESS EAxcox TEMPORARY X" CUT X IN CONCRETE LL J �,- @ ' ol,ors wTi l ,OT. 1 cO s ror , �—'� I F.CP. FENCE CORNER POST crrt)i<"..I I. 1 1 v ... ..,raizz ASPHALT EXISPoR�NO)TO 1 w p la ___ FIT LOT 9 o HIM;..,.�� -- „�-- s ,rie•,e• c scsssioc r _ I IFir I TELEPHONE MANHOLE I_ � ,R c. � for z wr, t.. I � POWER POLE TI FINE _K 810 LIGHT POLE p - s ,ram i r II' f ' r -Aa - T` r -9i -+-,I - — pd o Il y { / 3' J i l R 1 I WATER VALVE y1 - r hppyol III ,� ILAyl ! i -VY,1' h�rv� I' Id{„a� . Y 51wT n ELF ,or z O55MH SANITARY SEWER MANHOLE ; Oz nc�' O 1 S�I<. sNst=1- y.�-�, / poi NA�a I 1 1 1 �e du F I x ��Actec / ) G tea'"'._ o I FIRE HYDRANT p o. U F. _ __ J Q b p 1 N\) ( 1� d I / d¢ f. x '_I— —Y-'J P 1 ®'^'H WATER METER Q `@ M9 Nrt1 J A _fi •l I`.�1 I z 1 zO�d}ry'�5? or .o OHN r.ora a3 a �3 ow a Ada R ' `" +h"� • tr :r,. - h�. �. :� / " uxsseo s I 'I"'' y�-sbo - _i v 1 a 1 ! 6 Q O woo ' �00 9 a _ -t�°i Ito—� 1 31 31 31 1, }1` / I i ��Ic \ I OR IP G.7 i 9.c a K v� y _ ,s, m ��\ ` I 1 LOT s o - U o I a O FILF et p- J ' I tlC 4 \ hN / . •�.liir P NS ��Id .>'e l'' to hj e J �7 I it3. I p` ��"1# goE�e 'LOT s - ase�� ,Ore --�v� 3 7 -�, �'O l t W // ror T / coT s p xc jC ' `f j 4 I_ 1/ , _ I / I f''- - i I* �I I I v \ It . uuv ' 11 I I @ a'� Fee }5 � I d l /ROPOSED_1 1 L-Tm ' u"`t .Z�,,y.✓x. .i 2'�37 d *r �JI P-�- r.r.? ,e'+: _,� _�..� --9 = 1 t^✓; OO r_a FitFit- I \/ ` ✓ .. 555555111111 ' _ .��. Jn/jl < I may) I/ S, I ror yII , (e 7 7 I.4oz1lylaiz �z�lEli,� 3 vI S ��! 14 l as°cud i ,, zrc @ I i I I �1oc la I l I a ccccI I IIA- JI - I/3 '.j? n 14 I I f_: s L I Ylid //0 L' m — ��1 I / I .cIII�r3 �8_ IF IF Li 32 °-' '' ->~•� x as �a+e w,ou.is ,m,,,v — FFFF-I.— 111T... _ I€IF PRELIMINARY PLANS DRAWN: HIS Ile $ I DATE: 11/16/09 1 L I THIS DOCUMENT IS FOR INTERIM REVIEW AND IS NOT INTENDED FOR HQ IT: 09-119 _ CONSTRUCTION, BIDDING OR PERMIT y I Ncs, LE PURPOSES. r, dp' CO't Y ( # STEVEN R. HOMEYER, PEN 86942 ME DATE: 09/07/2010 C� 3 GRADING LEGEND I'T - - - - ar.:_ 30J� - ur��- u.e..r -�-_ FILL L FILL _,L,F,F,,,LLLLFLLLLLLL IF I1T 306 _ _�_Y ______ ______y __ STILL] vsary _�_____ _ _ _ -_-- - If IRON ROD FOUND _ `� '� SEE SHEET C12 at � Er FOR DETENTION ao4 I / /.RS IRON ROD SET 0!s POND GRADING I I O^el,xx / -X CUT X IN CONCRETE 9n sasiN ` 1 LOT s 1 tm s 1 LOT ] 1 LOT a 1 1 LOT to 1 LOT n 1 LOT tz I LOT t_ / LOT 4 I _ o / tar 15 LOT 16 F.GP. FENCE CORNER POST ( 30 � -1 __- _ I a _ _ ASPHALT -- Tw -FILL - I THE CONTRA TOR SHA L C CT 6 l O TELEPHONE MANHOLE 1 s 16 _ _ _ _ T L ONTA /I r ,< KEEFER LOOP Dlc-rEss ai 1-eoD-34a-s377 A {' MINIMUM OF 48 HOURS PRIOR TO THE POWER POLE I `� F ii _ (50' RICRT-OF-WAY) 1 1 / ;tG... _ COMMENCEMENT OF ANY z IF LIGHT POLE _� E+'. TC. o ' RSs - _ _ _ _ _ CONSTRUCTION AC7I PITIES Nam. G J889 hv vW q4+., FILL FILL 7 WATER VALVE ��_ O56MH fC-309.05 FILL SANITARY SEWER MANHOLE �F o o--= - - G=3ofi.55 -T F. iS FIRE HYDRANT Y L G q5 1 or z 1 LOT 3 L07 4 tc 5 LOT 6 LOT fora I LOT s 1 tl o I J4 I 1P 30 BEX. NG 309.54 I _ FLO ____T ISIS WATER METER_ - m - JG-.599.61 �, LOU w rt .50 ®_ 't T 309.49 2'vxn� do-` G-315 IFF TG 70P OF CURB u NG 3102 I4 F I G J30916 °c s ]�1e9 E /F EX. l G .,Q 3-cf - 46 ° E n FILL ITT G GUTTER NG=319.7 _TP 30 tfi X 31 a-3i / 31 �]ta F TOP OF PAVEMENT 1 - T TOP OF t^ 1rJ„ f'rT]� fa Z` - ta.5 �• �_- r F LET 2 3t G 314. G 1 G=3, A ]3 J T EX. f, L20.3 S Y I I @ q' I tt N 1 NG®311,3 r 311. 1 1 G31934 �� FF J Tit I 1 (t t I/y� / z �a Y 3z 1 s l F' i LOT z FINISHED FLOOR y -/ �{I�I (INC t/ _1iff / �? I IJ _ �§ V"/, r p't-iGL312 51- )A1;RL(�N i `i7�IF' � {i / N.G. NATURAL GROUND 'c _i a { FF 11'� FF { FF '1 I fF lr { FF I I Ff fF FF �l f I / 2050 00 Ij FILL{ 1 FF r 312.75 f 3 5 314,351 315 301 316.251 316 65 316.051 319 pg F TC 3 ] ]] � 'y; 1 NC=320 50 _ � III T xr- EXISTING CONTOURS 3 3 .5� f II I� I '\ I (I LJ f =3 ] 44 1 r I I 1 Z z -xvx- PROPOSED CONTOURS I --FTC 311 94 y +r 4� -TC=3t 2 _ - - r5 TC=}19.9 %�' LOT 10 1 y G 31 fii c it 79 '=iC 311 J0. XA' G 3tG57 �� I/ I o to #ajw I T 3306.00 0 .. ! µ. h P 3' :�i -�k4 `I' > x�` ' 1800 1"" / �= yl G=307.77 - / 32 .50 / I i e R W� -'l4''.. G6 J 1 I 11 8 ) TC 308.33 ' TP- "' ""' n R G=306DO TC 3 2 3 312 4$-31� �. - 0- a } `\ k G 0 T31 314 i 31 31 a 31 �� ��` I / NG=312.00 NG=311.33 NG=312.7 TG 31f`tr� l'GC 331692 FF= FF= _ Ff Ff FF= w A ��'� \�� �I Y mIF fG 322 ;fibs 3\ toT s i 31275 } { - 31450 I 315.50 16.5 175 I 165 195 20.5 32175/ r `� _a FILL, NG=3130 �7 9., P_7'1B 1P 24'I •� ` t / /I _� 1 1 yr- I 13- 1 ai I y g2 I d� 7�\` / NG=310.95 -I1 1°`= FILLI Yi 31375 I I 1 I i II I. I S Try 1 I 'k 3 ; I J are /�\/ , _ / L°rs 1 ( "rc 311 e61 6 i L £ �. J e= J - -J __ -+-t-_ ! I Lfli NG=3139 1 NG=310.32 '" -1- f-rt,-'r- G 3 G ]22 4 I Q(10n1 4 91 CPS _J1 - x _ �11 i 1 T DEPTH-0.63' /i314.50 k - F- �4 - _ 1(._�_ �`^ _-_ -5Y' _ P',r -t - -IJ� I I- G=3�1, 5' G 319" LOT tOTs `\\� $=2.0% NG=314.4 rvi -1f I) `I t' (' G 3196 I (I 1' G 319. y G 3 G-]2j 01I' G 32J e � n=0.03 / - •: II t( 5 II 1�»� NaG 1e.s1i fit' 1�3 )I I'+1 R�1.. i ltJt S 3� .I 1 c ]za�e1 4TLzz I Q(CAP® D=1.01)=18.93 CPS I - y( r- / / rs Ir -�� (I 1 r(--fl ( r - 11 I I r t. _% I ' Lr �r '32'�'1 crt I _I' T= _ j- s �y0 j 32D1i 32 / c I 1 324.55 o E t G 325 4] I 315.SQ� x'" ' FF= } fF= I = flF= F( d - IFF= 2 1 iFw TP 2417 .SECTION A -A NG=315.5 -- �- 316 5 1316 131]]9 3{900 9001 3�.35 FF 121.25 22251 051 2} E tC 3143 ? G=31665 / TK NOT TO SCALE R, r- 1 i G 3cc.D0 �� a. I c _ .316t]2 ss C 316.64 55 - _s TC319161.--.. IlOT LINE NG=314 35 NG 315.00 30 1 � I 00m) 3.30 CFS DEPTH-036' NG=313.99 S=1.0% n=0.03 Q(CAP® D=0.66)=17.67 CFS SECTION B-B - NOT TO SCALE G 316 7� }/ 31 TC=3f 33/ TC 1316J _ 00 G-}i600 - I FF - 3t B.75 I /FF K1�7�71 31650I�I�I uL I��J O OTES: 1. THE CONTRACTOR SHALL MAINTAIN E%ISTING PERIMETER FENCING AT ALL TIMES. 2. THE DETENTION FACILITY FOR WILBE OW TE SUBDIVISIONDMAINTAINED PHASE & BUENA VIDA SUBDIVISION SHALL BE OWNED AND MAINTAINED BY THE LOTSWILLIAMSGATE& SUBDIVISION PHASE H.O.A. 3. FOR LOTS i-10 dt 16-27, BLOCK 4, BUENA VIDA SUBDIVISION, THE PROPOSED SWALE ALONG THE REAR PROPERtt LINE SHALL BE MAINTAINED BY THE INOIVIDUAL LOT OWNERS. J 4. INSTALLATION OF A FENCE SHALL NOT ENCROACH INTO THE PROPOSED DRAINAGE EASEMENTS OR IMPEDE FLOW. N / FF FF C 319 Si 32 GC 19.22 +x ]ry324 / � ,� � FF=� ' 326 50 326.50 � 326.50 7:. 32fi 20 � i n F G=31''9II6' FF= I i l 325 5 1 32fi.50 I I I n 32J.'SS l�/I FP� 2.Sc 32 59 25.5 G 3 5.fi2 I IIC�I 13?/�751 I { 1 �' 3Z6-� 32 325 Its 11 45491a w t04t>3 _ EY NG=324.4r Ir- a. Ai �t0 w..v�eo L UrATE n.rr.s wens. . P N L.Lvara` Zm.PI WLLmpDI o�Po ^Z:�Z FLIJI PC 6 sa aJFW Cam ZQ>=z Z LLKm WZ zy wmwD¢ �'a> tal Zttwnl 0IY MI 6jZN 4 O z N W P, 0 O C � O fZ I a �aaa wa xS DodIs av �pG ��3 0 aP�OO GrO.I I � OI _6 7 C$ I �30.54 9 / T E TP-323.95 d-E rF'-323.912 YY FL=320.fi3 vC�f a � L I a PRELIMINARY PLANS DRAWN: HEI THIS DOCUMENT IS FOR INTERIM DATE: Il/16/09 RENEW AND IS NOT INTENDED FOR CONSTRUCTION, BIDDING OR PERMIT HEI AL: 09-119 PURPOSES. STEVEN R. HOMEYER, PE J( 86942 DATE: 09/07/2010 �� INSTALL 43 LF ROCK BERM B SHOWN r,N,TA. OF 3 II INSTALL CURB PROTECTION A SHOW Ad INSTALL 97H LF LOT s OF SILT FENCE J AS SHOWN J g cm / TRACT 182 2 THEATTICRAWFIAI $i ACRES ORURNI LM DRI PRAIICOMMO,N�sTOR,LTD, OAPR�KS PHASE ' L_ - _ _ _ - 1 1 I I /-------f O50 �O I / / I I I I I -;x - KEEFER LOOP LC Y _ (50' RIGHT-OF-WAY) OPT INSTALL 20'.50' CONSTRUCTI I ENTRANCE F _ I ILT m I____ INSTALL AS SHOWNE .__-__ I-sse4'e9'F I I I I INSTALL DROP INLETi {PITHOWNCTION AS F / �/ 9 350C 4 /pe / � J g / a 6 - - Ay i TI I I z �l rsj lLOT i LTs I T I+ , ( I'9 / / s 1 A % I Ilo l l LO I I I Le T /1 T / 1 p of l A INiT 200CF T/ IT v/ U I INSTALL CURB INLET OF SILT FENCE 0 / I / # f PROTECTION AS SAS SHOWN 0 a w y SHOWN 4 RA ar ' pool t �•.� �, s l l I V o J INSTALL ION A LOT PROTECTION AS ' I / `+I I SHOWN Iz l / / INSTA OT LF ; _ / - - i' L lU l OF SILT FENCE 1 / • / \\ AA IIiA AS SHOWN ( / / HI.0CK4 27 LOT I I V � Or zz 4 1 a Ir I Loi I Lmr z (4 I T zn/ I oT�no�T� i I Lo / I � I ) F i INSTALL CURB INLET / I INSTALL IURB INLLi A PROTECTON AS / / SHOWN SHOWN ,,.- 'Cu F.•fl"I` .3it - - BE -• - / S ( NSA L 6 4 K OF SILT FENCE I a / INSTALL CURB INLET INSTALL CURB INLET ( I I I AS SHOWN / PROTECTION AS ( PROTECTION AS fAL 800 IF SHOWN SHOWN s 5 I SILT FENCE I I I LOT 9 L LOT I, SHOWN I1\I(y� I I L%Ao 1 n 2 �a (/♦ / B 3 I J ,� ,1 p i INSTALL 425 LF OF STILT FENCE S SHOWN fr LIAMGxe T '. DNx . UP EROSION 13 CONTROL LEGEND LC. TOP OF CURB GUTTER T.P. TOP OF PAVEMENT N.G NATURAL GROUND EXISTING CONTOURS PROPOSED CONTOURS —xxx— —9F— PROPOSED SILT FENCE ❑ INLET PROTECTION CONSTRUCTION ENTRANCE ® ROCK BERM hIE CONTRACTOR SHALL CONTACT DIG-TESS 48 HOURS PRIOR O T MINIMUM OF 48 HOURS PRIOR TO THE COMMENCEMENT 71 ANY CONSIRUC PON AC71 V177E5 PRELIMINARY PLANS THIS DOCUMENT IS FOR INTERIM REVIEW AND IS NOT INTENDED FOR CONSTRUCTION, BIDDING OR PERMIT PURPOSES.. S TEVEN R. 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O N ro �N�dm •' V v} N G 51 Z tV c�i0 N (t °ao �V �.m �}y) Zyr-})(jmw �1 n d am f 11) p'-) 1� o ikd ry a � 0codi J ro d y m 3 xdr w t�O a a �� m m a o m m N m�a ' 7 ,yy,,� d N "1 Lp cD Do. m p0 ^ YGiov N — moo A �C o d jf� o:3 •C x � �o ��� 3� .tea m m ° 3 ro (l(/o3n d 3 = 0 oil i' n .'i ° j N J '� a o. )� o 4G •O• N C 0 d 1i1 d 4 (i , vN �'�� ^1 tl �v d sr j(j @0 0m Cal �nlp mQ �, '^'��f•1�I� h w. m S� J V d `� r �c dm ;N j pC) ro� c O[}jn lli N d D(� N OTM 3�Pm O m�d �s o y N Cl) N =gym v m 0 Are Sp cal Designs Planned? " q D z Q v x No Yes T (!1 o n Q km m= A w o v F 0 coo M ER D vy mQ m �m v v-" wN w�3 0 m co 8.m ° m 'o n (((,,, w,� n° �. �o » (� 11 - O N A ti �< 3 O N D 7 n co O O= z C N Y' J D X O N 7: C - G1 o (D {p °' m m o° o m m° °� ° w to�. aM N (.� 7 1D V N n O �. µ ° 0 D Cam— 0 a 4� QN= D V N a "'C <� iif2 .S o A CNO r M m T v oCD /�` �; y m m. /�� ram .. /RBI 0 LQ KI NO wNo m 2 m 4 w ON 7 0 5 o m N�a=y �o 3 fi�'/n'� d �� �� M NO. N 0 k Y _ CL _ �: ui �w 3 Are streets with curb Are r a ide ditches used? a» and gutter us ? O No Yes2' m �° No Yes pro N d a °am N N •O Z o y. - N .n.. w v fu D a „ Co7? d o ro ;aa mo 0• I> o m v mro co oµ am y MOPIP _ N z (D ° N N N N n .°. j n ID 13 I' •• j 0 d ° d ro v° �S� Q X N Uroi O ro v CD o a o m m m m CO m v o 3 0 v °' m 3 m^ 3. ZPIN ° $ S p .... In.c n N 6 fD N ro O 61 m W p rn w wPI a 7 0 CD o ro ^ d .« CD 321 0 0m o v U7 S d 'o o d o n o : ma. F ^ cn a m Ho m 0 'c 3 a m I m m `" o xm �. m� 20 a = F o = m 0 m 3 m n m w L O N C O LN N fD "� p• » 9`f G ro N O N .v J 'G 93 LT (P C N A N W k v 1 m Is storm drain sy tem used? Are streets with curb and gutter used?�No 1'es (continued)DmD m y cD 7,��rm ju JU 2 m o { m a�.. ONN O Jy O �. NrA J N W N y N ,{t .Jr N _. ry y N N N Z d O ° O. iA d I1I W° �.. S 00 _➢ ° _ Qv_ m" o -0 m O ry I ? J p C N y 0 -0 O N C N a O y N = O J I q O J Z O N M V 0 `.� N C N N N O N A 1y J 'V O n N. °v �I a�Di 0 cm J xO0 m'0 °m Jo va o� _1IpK'�N�, v m d.vR y y m -. a a m y CD no �0 � o �x m 3 .� g o In d z y E o y :?. 0 m m � dao (j m v Are s I s used to drain streets? Storm drain R a system (continued) No _ Yes (on separate sheet provide same info. for more instances) � p j' 1 O CA -`-_S' cd o c c> Outfall(s) SM v £ v ty SM c �• N N N N N O. N N tb ��'nn m na=. s ! f° c ° m O m a � .°1.• .. 3 all 0 0 4 0 ° o o Amy 'm c 0 _ �N 3 e N �� m =° .. m .d 3 'f)3 N c o �, < o to N � j m N 3 00 C N 0 tD ry �• W _ .0. ° 3 roc 3 m ,� m, m a` n 7_ o£ N n a o. n 0 y ' = tD N O M N fQ �( O �' fJ = = A � '�- M x Oµ t/� LA Y � 3 m o y 3 y n. ojfJ o a a o 0 /r o to o °- a u N I g s 0 m t/C�! Are swale/conduit combinations used in lieu of open channels? No Yes M � _ (on separate sheet provide same information for any additional instances) Roadside Ditches A O y a, rn D D m D H 3 N O O W N n j o N (�D Ito IN �` fD `G f1 yr SV 7 X xc n mO o" u 9c a °�0 N e ro7G = co d � �d v p m Ca nm mtao v3 m @to m 0 0 o f o 0 h o.m . �NN oUmyF .my.. 7C•3m�• bOFo c I mdmyNGON 0yc0aoddF My v N Chan I improvements proposed? No Yes Explain Will swales without buried on uit receive runoff from ? P public ROW or easements? A No Yes. Explain O t m y W N IM _ST"m A 3 f O: O O 0 O' N a ry 7 OyN m m m L ao 9 aa,� o„� w ➢) A o 7 w w O v �• m 1D a CD m 00•o CA^m PA •�. mmO< or X� Am 0 0 9 3 n a o io a °� a 0" ry y39 � N F ' µ 40c Q. 3 3 m 1 o mm E O 7 E m f .4 -• 3 T Channel Improvements (continued) ;L A O i m o4q Naafi--�- >>x.c �� co �ti Ej «m to w O xa Z W Er wm wn m0C No ww 3 ^o q� N•a o �_�� o w ai acwi m a a N H H 0 G N d W wo m o 00 cw$ a v 0m J m o w � m7a R o ° .- ,t�o; CL 0 ro (D O O a n y w O y w a J •� 0 w K y .m..�. m a� cb ww O 0 g wO a ? cr�Mi N N N. � �• 5 o N a o. m .. o ,Z; Y "o r D o o w w a y „li N ? J .. o Ma 0d Er m 3 m y a� J J o o o v w N N J n ono- 7 oo cwA ma m °^ w m tDN m- m c w P o Q ^. z d a O 7t0 �w N p D x J N N p N C m 0 `2 N a z a w w w w o m < 3 ow�ro 3 3 J m m d K xA mm J 3 3 a N o homy m° I tN a 3 o Q x m z m » n n D a z o o_ c a _ o — 5 uo,mN 2 a N O f W 4 57 mu .r2 � Are Detention Facilities proposed? No Yes _ � A O 1 w o �, 0 -n -n ;l�j sa 3 ...� m(D v o Cn fD O a (D n r no` N O� 0 O chi A a " 1. 'r 0 O= O d - S ry0i O �' 'x6 N N S O N = y j Cl y N ^�� W(D, .t Z 'il m. �. a I�y0�a�0 m o ai T -.p 0 O LA ,� p� U� m w ro N ii� •"d plN 1� in. Ll� m w fill -CD CD Are culverts u d at private crossings? Detention Facilities ? A Na Yes (continued) 0 0 D M� 0 md@ maw O to \ JnCz. C (m C 2 0 ^ COW O O ID O m ZY N 0 o I m N° ro J J J d a, N S j N d O. (O S �' N d O 7 0 w N Dm ST N a� ro O— m N f0D O v ro a Y ro _ i � m Are culverts used at public roadway crossings? No Yes _ A (for more instances of any type describe location and same information on separate sheet) q 1 O m r- UTT -- v m 5 5 0 3 m m Co 2< 5 5 5 o D n. m Z m }Y x 3< o. o `° ° y N E :: G n n n =nO j Or•^r CA KNO�O O SaSDU, l Z W W N ry YCNI aOma M 0O 3 O Z O I I Maw 44 a 0 N S ?N..oNOXJ. 97A •`W`apdqONm . N�.aTiO(�.ID•I. OoCfI `�NoNpdJ< ((�VXZ.r1VTT}} ��,NO�3N�' ONN?dII II OOI' _ OQNNoNN /,mot -oOyC I -.�n.Ao5c77d ' .. �ga�5mNGJI 1�/`'� ,mm<wRN vzooNNmOaw X1,,• ' ' ,(� 7=O{_J ' NmmomN3 vmCo7dfyO7fD • m^y'G W0O ]�No7NciNwy . 0 Q d Culverts (continued) ? O �C 01 O fU� m3N(n II > m D �-.da °�mN0 p a D i . TW- 03C�w om m,�m omm mOO vi0CD .O >> d m N t� amm ^. y mm f� (l ava �CW v 3 o91 Nm"°i MR N m 0 O rt! fl, (� O .0 0 O a F 0 A y o _ O m M OT O a __-"if0 a Z .� ti Z O N 3 3 � o m mm r. F aom o �m mo <o T 'o 3 m� 3�. _ N� o:s Z^ Qo 0.: xm 3aN ,y o• o 6' •m< m my 0 m �• Imo I N� cm CO ro m3 Q Tl ao o� yf, .gym. ////ny����� m Vmi O N� � N O T (^ N N r0i (D t�7 O 1/' N jj m .., re m n �- 2� �N ma �� z_ Fa ( U �m a to .N (V v I o ,., ,� I a J^ o pM 0 N Z O !V d m p m 5 dm O m� -_ I R c I o' n . ..� �. m z F 1 _�' ;_ ro o 1� zC 3m N is a c m^ y o K c (D N J N Q m N i 0 m ro cr OD 9 m Water4uality _f ' °° D Bridge(s) X o�°dam =O A � m m Z 0 C NO ➢ co 0 3 N 0 6 I O N DI `< Z^ N m O m 3 N w_ O 0 4 C O' M 2 01 y O N N CD ° �'4 to C Q... .. co O .�` Df '+ o m Z .O. °' .N.. Q 7 UI 3 a 57 �. j N a WU J n V a. N O N G <D o N i .°.. c CD m 3 m ° �y O D o g5 :D.M: a Amy om is�%� / O O N O T 90 E,gCD o 0)y y (� ^� a o o ( N N O DI N J > C4 m 'Q 'CD 0 n m Z x v 0 3 U m v° p v O. 0 CD v_....m o Hamm 4 TIi'1 (� m N O Z y m n 0 aM �G) Qz do oy x ► a I ► -�� � N � �l a � co � MCD m m a 0 In 1 �. 0 O N � I41 S I ml� � o� Z m_ K y � m m 31 a y, n m n: N 3 01 m p O .mm. V CD 0ID ro -ED ommm6 ,n m �v �j roi v ' mmmh 3 0 0 'P (� o l�X N a °� o ^ ? i i y H� 3 y o� � I . CD ro ro m `� I O O a °M�� =` �' (3DLo " 0 o � Ls y � 3 r C �I d mmmm% Q m N.1 m 0 �: .Ci.. W W d d N � mmmm 0 J Ommml m co m ro 9mmmh 6 p'�j 1 `j 0 p 3 DCD w vJ Lei O o 2 E _ a o N m; -o m 2_ 0 ro 1 = i rpm Fya 3N N Zoe r. �`=v' 5� mNk)Z 3 (� n � mn w O 3 �. y � Z _ 'm y m m co of 3 o ro pmmmmw O_ N j N ;p µ a A a\° A In 4 S S CO) 0m c O to a as e n c ro0 ro0 o F p [n y m a o S In 0 rnD w �. = o .. y N 5 5 N a s �, �< o y .e S' z O m m o• = O �•IIIIc d m o Z 2 00r=ii N m m a o y 111114 00 ro o 3 m b o a `f 0. w a .. . M CD a y a 0 v w 0 3n a d d D O O . d_ND adET . 4o�y7 . •wcmwow=m�=O �'wJ-0fN dSNCDONLCID< � rr J tp 4l t0 < O y. .7ry(�1{ 61 O. O p n eel m > o m m� m y °1 0 3 •� f° m (�N otD.m bi At I (AMew, I Gn N N fLi" Q fD fD I m X 3 0 v� CD�., � y y O Z p p On O N ° > ID a 3 o a j m m o i m '. CD m O G $ m o0i OJ V O (Oi1 y m d {J { R N O O •G {{ CDT m N y N O. I O l { (D ZZ y a Z Z .... O O O O CPoo m cn �O co r. O' Q'O a Cl 4 tD 5 N rl 2 b o P O a m Ncx CX C Q�o O �. N O h ill V C N O > O 'VI N O i O N a. CO m N N -.�+• N co v i v.. :�: • •s9��x m m a °• g o o z j,�mn9:m Z : i rty:v� : 2:VI T o. Q .J an t ��.*= a y ZZL y yR�l a cmil 2 cn y R N 3 N VMi � Q pOj b 0 O r b b o Q p a C r.i m u-5' aw o�u c y a5•o [Z zx o o ay w y5 y v o ym C 7y w o m 5 p rn a '"' 'ti o .a 'o "" e• o° �' m .°, x o w c ^c 0 0 td ri •c °�° N w a L cm 5 m n a H mua w m ,.rr`' �' � F a o � o, � "' S m � � cu � R, ❑ o a rn � m y ... o " '-'�� � � �'" y w. � m�• '~�"' awc p m k7 m o c• .°., y ro o .� C� rn a. d' ' w U4 .. a4 a C O' P N' C (c y '? '� .w-t N LY 6. ° [D 0 : `' ?' "' rn• N p Y O ° C n ,a o P. � � �D �° � � v0, 0 O ° v� �o w 5 m v�o °F6FFc,�xti bo. `� ao c-G ro a ti M h7 o E �• A. l7 a w y° G; z.� M 5 o ri Ft P..°,� a"Owd `M' rn �. y ° ao' v: P. �' C. �.cn � O o g ° a F °• �° c `� w o a CD p << w o w m rn a' a rn x ti H o N o 5 o �i t] b7 a ti w `�•.d ° o w m 'cs a. rntv a a a ' o. w a w^ a CIF d C w y cr m dam O° 0 7".NO N? o .-• ° y tr. b y o c °via m rn y' p a. m W E w N p ° o o 'b � � rn � 5 0 ° � h m � ^wi to o M cni> 0 5° y a ''' d' G a w m o. w c• .w� w w C+ o (0 SFF (� O Q. .+ Gl. ° C Q.kFa VFFTF � a m o c w ° o ° R ❑ o F a 12A o C 5 a �1 pry ny z,. A ° y tzs 2 Sq q ° a �FFF,' C � N G6 e Y o o o C, 5b O'� DIY trJ,he7tXli G OFF(Fil o.�- .w _ .w ���oc�`1 coo ,0 y a G o 'S 'a' co �' �' h ?� 5 ?� `° p 5F `< 5 vV, �' O m `o y o o ao a w o v o a. C o, v OF o `�, ^* `'' `^ ro ' ro a o- a a p �n d o' ty �2' . 5' .+ 0 0 a p o%,o' o °« n td Y 5 a " o o w ❑ C 5 rn a c y_ q a w wpFFFFFas 5 ry o o w A. o y FFFF,w m o 0 ` a C C O y yy N .C.. Q' d V] N `< O N o C a 0 0 .d o FFFFwwx `C: C'L1 0 •tl ti C n N C .Ly G O o.+ P. ro P. C O. O .d ro y ti ry w �° ° o 'w' b o_ rn °' .wc- c o 0 0 �. ,.q w'�'. rna i .,, a 5. %e o �h 5 .o a w w o ,'`O 5 w" fJQ .C-n O ,� O K 4 �, N ('� O�'�' 'D \ p, O o Q, G gyp. 3 5. PFFIF o v a �' m k v, o o ti OFF•'� w,'!" `:7 m b O' a. m O p o FFFAI 'oC °Fw�" C]o^ 54 o b w:- 05.w . o wn . Ooti o .y '+o < r� dw 0 rn O a . O ,O. � n 'w =QR '� > O D oy� FFFa v. N cry a. 5 o `w ro rn FFil o" ae is m a m 6. o' m p �° .ti o o. o O m a. ��„ 5 w it �. Fo D o w ❑ -+ w w cn > rr 00 � .. 5 w _. `� `r ❑ � C rn o w ?: w o' ro a 5 n op' a w ,o_,. a a, o' ❑ tb ° a w ro a b a� `� o �' v z o w w o Y w rn w .FFFFL .. v tit co Fwt w' o F m w bFFFF,w b L o ff o P' rn m m t°Po O w o Mr4 o S• ab `C. ° �' w o,o 'w G G °m° a' w C i�. w •-' •• m o w p a o w rn a io o v, 5' S. o o t" . o co �. 7y .h � o �. v. �- w ❑ C o � o o C7 m � v � � o � �. o w � o r: o � � e � � �' II � �'• C m. Ts w Y� a m tr,� co �, ti �,, v, a oLVw �-o y. y mawc •U E ° ❑- w m P• �. N N �. N � � w �wr, � ��.. w � �-n w � � � w �. ,wy. w ❑" N K (� C�� ry� x rn Q. <o vi C rn C CL a o w h7 "tot--ii °o 2 � O b Y ti ry E N M CL m d o o C x co rna o '+ o a .w, p p a s N. tlCDq R N ti �_ n Gt lit rn p 5• G W (b 5 O (D q� n V as •� w o tsi °,7°- a.o o Via° � o ❑ ro �� � �•a.a':..„..rn R• a 0 o n �' � M a n o �,'b C ry G o d R. •a'-' 77' 7 «' rn� n rn o �m � 0 5cq0 e t7 t7 C7 i7 w aaaa z�. O o O O w _ o i o y W Po � A o wwUp e rn r 3 n9 I I t7 ddydo>a z" Qp. o��o A�b7a ��o o rn 4 n � w 0 0 N l w o 4 b w w O 00 CO N O O p - o I� r _ °z b n a r � cv .0 wy haax��� mmmmmm 1'Si rT � � m 5•� - a w .�D, �� y 5I I I I I �.w ba o a�vti °E2,OC o a� G _ b5' o o e 5w 5Fj g' �jrr ro o @ av a°c uqa o n p° t7t7E ry n pp W ^-� (➢ - N f�D - l I x m p C� Vff 1 m o m tv° a'b7w w w y m rn m v a ti m p d d a r s `C �3 i cm co0 D m (j CO Dmo Z� y � n z tqm Lo F zve , 8 I\ I I I I Og I I I I I Lei I rj 1 I I I I - I I I y -�.�.A�o------------------------------- �------�- ova � ----------------- ��-- -T--- - -- I I I -I I mp SI ---- - Egd o <<d Exhibit B The Barracks Subdivision Drainage Area Summary, Gutter Checks, Inlet Computations Recessed Curb Inlets on Grade Area# Area, A (acres) C tc (min) 10 year storm I00yearstorm Cutter Depth Check Inlet Length Ito (in/hr) Q19 (cfs) ItOs (in/hr) Q1oo (cfs) SlopeY10 y10, Provided Length Provide Capacitly Bypass (ft/ft) (in) (in) (It) (erg) (cb) 121 0.152 0.69 10.0 8.635 0.91 11,639 1.22 0.080 2.1 2.4 5 2.41 0.0 131 0.361 0.69 10.0 8.635 2.15 11.639 2.90 o.a080 2.9 3.3 5 2.71 0.0 210 0,647 0.69 10-0 8,635 3.85 11,639 5,20 0,0090 3.6 4.0 10 593 0.0 220 0.579 0.69 I0.0 8.635 3.45 11.639 4.65 0.0090 3.4 3.8 10 5.91 0.0 320 0,201 - 0,69 10.0 8.635 L20 11.639 1.61 o.0080 2.4 2.6 5 2.49 0.0 Recessed Curb Inlets in Sump loyearamrm 100yearamrnf GnnerDeptaea«k InletLcng(h Area, A C tc Area # Ito Q10 1100 Quo Slope Y,0 Y100 Inlet Q10 Length Length _ Provided Required (acres) (min) (in/hr) (cfa) (Mr) (e() 01110 (in) (in) (eh) (ft (It) 120A 0.363 - 0.69 10.0 8.635 2.16 11.639 2.92 0.6030 2.9 3.3 6,02 10 4.51 120B M47 0.69 10.0 8.635 _ 3.85 11.639 5.20 - o.o0a0_ 3.7 4.1 140A 0,187 0.69. 10.0 8.635 1.11 11.639 I.50 -0,0080 2.3 2.6 4,68 5 3.50 140B 0.598 0.69 10.0 8.635 3.56 11.639 4.80 0.0080 3.5 4.0 141A 0.164 0.69 -- 10.0 8.635 0.98 11.639 1,32 omao 2.2 2.4 4-88 5 3,65 t41B 0,655 0.69 10.0 8.635 3.90 11.639 5.26 o.00ao 3.7 4.1 I43A 0.206 0.69 10.0 8.635 1.23 1.65 0.0081 - 2,4 2.7 7.31 10 5.41 143B 1,021 0.69 I0.0 8.635 6.08 _11,639 11.639 8.20 0.0080 4.3 4.8 144A 0.201 0.69 10.0 8.635 1.20 11.639 1.61 0.00ao 2.4 2.6 6.71 10 5,02 144B 0,925 0.69 -10.0 8.635 5.51 R.639 7.43 o.aoao 4.2 4.7 Grate Inlets in Allevs 10 year storm 100 year stone Gutter Depth* Talet Size Verification Area, A C tc Area # I,0 Qle I,00 Quo Slope Ym Y,00 O peeing sv/25% Depth over p Grate Type Grate Size Area Clogging (acres) (min) (ivAtr) (cis) (in/hr) (efs) ((tilt) (in) (in) (sq. ia) (sq. in) _Inlet (in) 122 1.023 0.69 -- 10'0 8.635 6.09 11.639 8.22 0.0060 4.6 5.1 EJTW 6970 5-18" 10"F6704 698 0.73 330 0.625 0.69 1Q0 8. G35 3.72 11.639 5.02 oao6o 3.8 4.3 EliW 6970 9-18"00 lzse 0.39 742 0.986 0.G9 10.0 8.635 5.87 I L639 7.92 0.0060 4.5 5.1 ERW 697o 5-18^X301 698 0,70 145 0839 069 10.0 86350011.639 6.74 0,0085 4.0 4.5 ETIW 69709-I&x30" 1256 0.65 * Note: The values for y are computed with Channel Calculator in Au[oCAD v. 14 using Mannings Equation (u=.014). The Barracks Subdivision PIPE ANALYSIS 1 n_vr npa nn Cfnr Label inn US Node DS Node Length #o( Pipes Pipe Size UpSt lnvart Elev. Dnel Invert Elev. Slope y Mannings n Computed O Design Capacity Excess Capacity UPSt Ground Elev, UpSI IIGL Elev. DnSt Ground Elev. UnSt HGL Elev. V10 ft in ft ft _ frill cis cis cis it ft ft ft fVs Pilo P120 P121 P122 P130 P131 P140 P141 P142 P143 P144 P145 P210 P220 P230 I P310 P320 P330 JB110 1120 1121 1122 JB130 1131 1140 1141 1142 1143 1144 1145 1210 1220 HW230 J8310 1320 1330 OF 1 JB110 1120 1121 1120 - -JB130 JB130 1140 1141 1142 1143 1144 HW200 1210 1220 HW31 JB310 1320 85 28 134 44 79 33 324 31 115 1 115 41 115 19 46 ' 18 113 12 41 2 2 1 1 2 1 2 1 1 1 1 1 2 2 Z 1 1 1 30 inch 30 inch 24 (-25%) 24(-25%) 30 inch 15 (-25% 30 inch 30 inch 30 inch 30 inch 24 (-25%) 18 (-25%) 24(-25%) 24 (-25%) 24(-25%) 24(-25%) 18 (-25%) 18 (-25%) 302.85 303,05 304.33 30466 303.43 305.2 304.66 304.92 305.45 305.95 306,89 308,3 303.16 303.4 303.5 j 304.55 304.8 305.25 302.25 302.85 303,65 304.43 303.15 304.78 303.53 304.7G 305,02 305.55 306.55 307.49 303.06 303.16 3D3,40 303.82 304.65 304.90 0.0071 0.0072 0.0051 00052 0.0035 0.0126 0.0035 0.0052 0.0037 0.0035 0,0082 0.0070 0.0051 0.0052 0.0055 O.0065 0,0130 0.0035 0.0130 0.0130 0,0130 0.0130 0,0130 0.0130 0.0130 0.0130 0.0130 0.0130 0.0130 0.0130 0.0130 0.0130 0.0130 0.0130 0,0130 1.0130 45.3 45.4 7.0 6.1 33.8 22 33.0 Z8.6 24.2 18.8 11.6 5.0 11.4 7.8 4.6 4.9 4,9 3.8 68.9 69,8 11.0 11.1 48.8 4.9 48.4 29.6 25.1 24.2 14.0 6.0 22,1 22.3 _ 22.8 12.4 8.2 6.6 23.6 24A 4.0 5,0 15.0 2.8 15.4 1.0 09 5.4 2.4 1.0 10.8 14.5 18.2 7.5 3.2 2.9 308,00 308.60 309.00 309,00 309.25 309.00 311.10 312,00 311.83 312.40 312.60 313.20 309.00 309.00 308.00 309.00 309.00 3WOU 304.47 304.67 305.34 305.58 304.96 305.82 306.17 306.86 307.39 307.66 308.16 309.21 304.04 304.12 304.11 305.37 305.69 306,02 1 308.00 308.00 308.60 309.00 308.60 309.25 309.25 311.10 312.00 _ 311.83 312.40 312.60 308.00 309,00 309.00 308.00 309.00 309.00 303.73 i 304,35 304.67 305.35 304.67 305.28 304.96 306.58 306.86 307.39 307.76 308.39 303.94 304A4 304.12 1 304.58 305.42 I 305.69 7.49 7.41 4.85 4.85 5.40 5.19 5.69 7.46 6.26 4.86 6.63 5.13 4.73 3.26 2.48 _ 4.95 6.00 4.44 na�r„n cr.,..., Label US Node DB Node Length #of Pipes Dia. UpSI Invert Elev. DnSt Invert Elev. Slope Mannings or Computed G Design Capacity Excess Capacity UpSt Ground Eav, UpSt HGL DnSt Ground Elev. DnSt HGL Elev. � Vico ft I in it it I iVftT0.01302.9 fs cis cis ft _ _Elev. it it Ft fVs P710 JB770 OF 85 2 30 inch 30285 302,25 0.0071 1.5 68.9 7.4 308.00 304.74 308.D0 304.09 7.94 P120 1120 JB110 28 2 30 inch 303.05 302,85 0.0072 1.6 69.8 8,2 308,60 304.94 1 308.00 304.66 P121 1121 1120 134 1 24 (-25% 304.33 303.65 0.0061 .5 11.0 1.5 309.00 305.57 308.60 8.01 P122 1122 1121 44 1 24 (-25`/0) 304-86 304.43 0.0052 .3 11.1 2.8 309.00 305.78 309.00 304.94 5,02 305.57 5.04 P130 J5130 1120 79 2 30 inch 303.43 303.15 0.0035 5.6 48.8 3.0 309.25 305.30 308.60 304.94 P737 1131 J8130 33 1 15 (-25% 305,2 304.78 0.0126 .9 4,9 2.0 309.007305,,,392 30925 6.08 P140 1140 JB130 324 2 30 inch 304.66 303,53 0.0035 4.6 48.4 3.8 311.10 305.38 5.57 309.25 305.30 5.99 P141 1141 1140 31 1 30 inch 30492 304.76 0.0052 8.7 29.6 -9.1 312.00 311.10 P142 1142 1141 115 1 30 inch 305.45 305.02 0.0037 0.0130 32.7 25,1 30fi.86 8.79 -7.6 311.83 308.04 312.00 307.30 5.96 P 143 1143 1142 115 1 30 inch 305.95 305.55 . 0.0035 0.0130 25.3 24.2 -1.1 312.40 308.46 311.83 P144 1144 1143 41 1 24 (-25Wo) 306.89 306.55 00082 0.0130 15,7 14,0 -7,7 312.60 308.04 5.16 308.89 312,40 308.46 6.64 P145 1745 1144 115 1 18(-25%) 366.3 307.49 0.0070 0.0130 6.8 6.0 -0.8 313.20 309,93 312.60 P210 1210 HW200 19 2 24 (-25%) 303.16 303,06 0.0051 0,0130 15.4 22.1 63 309,00 308.89 5.12 P220 1220 1210 46 2 24 (-25%) 303.4 303416 0.0052 0.0130 10.6 22.3 304.22 308.00 30409 5.26 11.7 309.00 304.25 309,00 304.22 3.50 P230 HW230 1220 18 2 24 (-25%) 303.5 303.40 0,0055 0,0130 6.3 22.8 16.5 308.00 304.24 P310 J8310 HW31 113 i 24(-25%) 304.55 303.82 6.0065 0.0130 6.6 _ 12.4 5.7 909.00 309.00 304.25 _ 2.72 P320 1320 JB310 12 1 18 (-25%) 304.8 304.65 0.0130 0.0130 6.7 8.2 1.5 305.50 308.00 3U4.72 S.35 309.00 305,83 309.00 305.58 634 P330 1330 1320 41 1 18 (-25%) 305.25 304.90 0.0085 0.0130 5.1 6.6 1.6 309.00 306.15 309.00 305.83 4.97 LEGEND I^ ✓-- s EXISTING CONTOUR - - - - - - (1 - - - - - EXISTING CONTOUR -I (MINOR) _ -- - DRAINAGE AREA ti BOUNDARY ° QCQ TIME OF C7 CONCENTRATION I 1 Q SCAL = 1:20C CALCULATION FLOW I PATH I 102 DRAINAGE AREA NUMBER 1 17,74 & ACREAGE I �; wl 6uiace / \ ' 4. / ♦ nt� !! ��♦ Y 1 1e P„m Na !! 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