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WIDTH (FT) AVG FLOW LENGTH (FT) 100-NEAR Op (CFS) Ai 13.51 ]9 5965 100 88.13 A2 6.55 0 5]i 500 26.69 A3 13.56 25 1969 300 ]5.4fi A4 15.32 13 190] 350 82.43 81 19.42 43 8459 100 1196] c1 aa.2] ° 9642 269 zas.n C2 6.86 0 996 300 32.36 01 33.3] 0 4153 350 99.8] E1 28.25 0 3846 320 145.45 E2 63.05 3 9155 300 306.66 OUTFACE-1 159.66 --- - -- ]05.46 OUTFACE-2 6.66 --- - --- 32.35 OUTFACE-3 44.2] -- -- 245.64 OUTFACE 4 333] 9984 D 3 c� Fs a a a25 z n0 e o 3 0 O � 2 3 z 3 0 a Ololp p p a c 2 0 v = 2 g i m A � i < e _Nv Ao R A w �71 pb m ®' d Z D a� 5 CO m p O w _. a> N Q z D 3 g EL co CDCam y $ n to w ^ /1 o O O O N O CCD Z 7 O CA CD o H =3 p Q CD N m w m A N 0 CA) ,� ♦ E1 GDM ERGAL � � ♦ \ ♦♦ E2 4f 1 B1 1" ♦ \ \FUTURE SCHOOLSITE ■ \ REMANERGTINGCONDITIONS) a E3 1 \It ,� E4 ♦` a a a `\ %A,\\ ;NNN INTO 41* ♦ ♦�\ \ as \� an so 5yra I' \ COMMERCIAL , COMMERCIAL / ME 00so ana�%. /E wiL MSG Al /J/� f� ♦♦ i / aNj �EX. t/�� 5� ♦ , / RARRAG POND A4 ' Q e\ \� \� Yyc KIMIEY-HORN AND N 40° LEGEND � � � � � � � DRAINAGEAREAROGNDARY PROPERTYBOUNDARY HYDROLOGIC MODELING ROUTE HYDROLOGIC B1 DRANAGEAREADBELGREGTGNLNE OF 1 SYSTEM GUTFALL IJUNCTON WATERSHED INFORMATION DRAINAGE AREAIJUNCTION POINT AREA. 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WIDTH (FT) AVG FLOW LENGTH (FT) 100-YEAR OR OFS) At 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 82.43 B1 19.42 43 8459 100 119.67 C1 16R2 50 14653 50 107.36 C2 BAR 50 1481 20 4.36 Dt 5.71 85 4975 50 3].]5 E1 259 0 376 300 14A3 E2 13.56 1 1969 300 72.26 E3 3.91 0 668 300 20.75 E4 26.93 8 3910 300 136.87 P1 20.91 75 9108 100 136.90 P2 23.16 67 201]] 50 146.54 P3 26.05 34 16211 70 163.05 P4 16.93 38 7375 100 105.74 PS 1.53 65 952 70 9.92 P6 9.11 53 5669 70 58,46 P] 3.63 36 2259 70 22 ]8 PB 4.27 55 2657 70 27.41 Ol1TFALL 1 222.03 - -- -- 694.94 OUTFACE 2 0.68 -- -- -- 4.36 OIITFALL 3 15.]8 -- -- - 107.36 OUTFACE-4 5.71 -- -- --- 3].]5 �TET� ]B2]2a 2i0RY ` PROPOSED CONDITIONS ANALYSIS E: GEOMETRYAND HYDROLOGIC CHARACTERISTICS FOR THE NOTE ON POND ARE INCLUDED N THE MODS GE AND DETENTION POND DEVELOPMENT GROUP LTBARRACKSLYSIS FOR THE REVISEDSUBDIN"BY CIVIL GEOMETRY AND HYDROLOGIC CHARACTERISTICS cHPER THERSTCS FOR THE EXISTING BUENA V DA POND ARE PER THER I V DAATED RN07101E REPORT' BY HOMEYER ENGINEERING NC.D s'roP! 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DEVELOPER HEATH PH/WPS INVESTMENTS LLC. 449E CASILEGATE DRIVE COLLEGE STA710N, TEXAS 77845 280E SOUTH TEXAS AVENUE SU17E 201 BRYAN, TEXAS 77842 TEXAS REGISTERED F-928 EL, (979) 778-989598 FAX: (879) 775-9599 CONTACT CHRIS HARRI$ P.E. CIVIL CONSTRUCTION PLANS FOR sTor! CALL BEFORE YOU DIG DIG TESS I-800-DIG-TESS (� least 72 IFOUTS prior to digging) COLLEGE STATION, TEXAS VICINITY MAP September 2013 SHEET INDEX SHEET NUMBER SHEETTITLE COVER CENTRAL NOTES EXISTING CONDITION DRAINAGE AREA PROPOSED CONDITION DRAINAGEAREA MAP STORM LINE PLAN A PROFILE POND GRADING LAN (SHEET 1 OF 2) POND GRADING PLAN (SHEET 2OF 2) L PLAN DETAILS CITY DRAINAGE DETAILS []I 0 0 t` 0 0 GENERAL NOTES: I. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH THESE PLANS AND THE CITY OF COLLEGE STATION DEPARTMENT OF PUBLIC WORKS 'STANDARD SPECIFICATIONS AND CONSTRUCTION DETAILS', LATEST EDITION, 2. THE CONTRACTOR/OWNER IS RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS AND APPROVALS BEFORE CONSTRUCTION BEGINS. 3. ENGINEER IS NOT RESPONSIBLE FOR LOCATING EXISTING UTILITIES. NE CONTRACTOR WILL CONTACT DIG TESS AND PUBLIC UTILITY COMPANIES TO FIELD VERIFY THE LOCATION AND ELEVATIONS OF ALL EMSBNG UTILITIES PRIOR TO START OF CONSTRUCTION. 4. CONTRACTOR SHALL FIELD VERIFY HORIZONTAL AND VERTICAL LOCATION OF ALL EXISTING UTILITIES BEFORE CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR PROTECTING EXISTING UTILITIES (SHOWN OR NOT SHOWN) WITHIN SCOPE OF CONSTRUCTION. IF ANY EJOSTING UTILITIES ARE DAMAGED, THE CONTRACTOR WALL REPLACE/REPAIR THEM AT HIS OWN EXPENSE. 5. IT IS THE CONTRACTORS REWONSBILITY TO MAINTAIN NEAT AND ACCURATE CONSTRUCTION RECORD PLANS. 6. ENGINEER IS NOT RESPONSIBLE FOR CONSTRUCTION SURVEWNO J. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WIN UTILITY COMPANIES FOR THE RELOCATION OF ANY EXISTING UTILITIES. 8. CONTRACTOR SHALL USE ALL NECESSARY PRECAUTIONS TO AVOID CONTACT WIN OVERHEAD AND UNDERGROUND POWER LINES. 9. THE CONTRACTOR SHALL RENEW AND VERIFY ALL DIMENSIONS SHOWN ON NE PUNS AND REVIEW ALL FIELD CONDITIONS, INO.UDING EXISTING GRADES AND UTILITY FLOW LINES, AND SHOULD DISCREPANCIES OCCUR, THE CONTRACTOR SHALL NOTIFY THE ENGINEER TO OBTAIN NE ENGINEER'S CLARIFICATION BEFORE COMMENCING WIN CONSTRUCTION. i0. THE CONTRACTOR SHALL PROTECT ALL EXISTING STRUCTURES, UTILITIES, AND OTHER FACILITIES TO REMAIN AND SHALL REPAIR ANY DAMAGES DUE TO HIS CONSTRUCTION ACTIVITIES i1. CONTRACTOR SHALL NOT DISTURB EXISTING SHRUBS, TREES, PLANTING AND OTHER VEGETATION, 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 WIN STATE AND FEDERAL REGULATIONS. I.S. CONTRACTOR SHALL SEED ALL DISTURBED AREAS AFTER CONSTRUCTION OR 14 DAYS OF INACTIVITY. 14. CONTRACTOR SHALL INCLUDE ALL SOIL STOCKPILES OR PLACED FILL MATERIAL IN HIS SWPPP. 15. THE CONTRACTOR SHALL CONSTRUCT SILT SCREENS OR OTHER APPROVED DEVICES PRIM TO CONSTRUCTION TO PREVENT ADVERSE OFFSITE IMPACT OF STORM WATER QUALITY, AS REWIRED BY THE CITY OF COLLEGE STATION. CONTRACTOR IS RESPONSIBLE FOR PROPER MAINTENANCE OF THE REQUIRED EROSION CONTROL DEVICES THROUGHOUT THE ENTIRE CONSTRUCTION PROCESS. THE EROSION CONTROL DEVICES SHWLD REMAIN IN PLACE, WHERE PRACTICAL, UPON COMPLETION OF CONSTRUCTION. 16. CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL SILT AND DEBRIS OFFSITE FROM THE EXISTING ROADWAYS AND PROJECT SIZE THAT ARE A RESULT OF THE PROPOSED CONSTRUCTION AS REQUESTED BY THE CITY OF COLLEGE STATION. AS A MINIMUM, IS TASK SHOULD OCCUR ONCE A WEEK. 1T. CONTRACTOR IS TO CONSTRUCT A STABILIZED CONSTRUCTION EXIT AT ALL PRIMARY POINTS OF ACCESS. NIS STABILIZED EMT IS TO BE MINIMUM OF I5' WIDE AD 50' LONG WIN A MINIMUM DEPTH OF B INCHES, 1IK CONTRACTOR TO REVIEW DESIGN INTENT OF THESE PLANS AND SUBMIT REQUESTS -FOR -INFORMATION IN A TIMELY MANNER PRIM TO COMMENCING NAT WORK. 19. ALL PROPOSED CONTOURS ARE APPROXIMATE. ALL PROPOSED SPOT ELEVATIONS AND DESIGNATED GRADIENT ARE TO BE USED IN THE EVENT OF ANY DISCREPANCIES, 20. ALL CLEARING, GRADING, COMPACTION AND SUBGRADE PREPARATION SHALL BE IN ACCORDANCE TO THE CITY OF COLLEGE STATION STANDARDS "vC C W (d d o Y C t0 � Ca ova nmP STOP! CALL BEFORE YGU DIG L x O (aT least T2 boars poor to dig®ag) f WARNING: CONTRACPORTO & o VERIFY PRESENCE AND EXACT LOCATION OF ALL UTILITIES SHEET PRIOR TO CONSTRUCTION. 02 u—� / �— � a p / --° a®® A , - - � r�Tm� i // I �� I , , i i�' '�° - -- i I I r 1 I F I 1 I t_� I I KEY MAP \ �-. `_� JOHN WHEELER LARGER. \ � 1RUSTEE 29.1]5 ACRE � TRACT ]583/90 ZONED A-O \ � l \ \................e.. � I11 I �11 Ili l�lllll�lj Illi j ll�II I II III i�II� II � !i Ill lrll�ll IIIII 111 11 III III II III IIIIIII 'I; it�lll!! 1llllilllillil�llll� lillillilill'IiIII'I' 1 il;l,l„II lllllilllllll'III Il,lllll,;,l,;;il;i;i � �, I'IQd Illlilllllil II�I�II�[I�I;Glilililiill�'� � II�IiII'i POND 3 Ljiilil'o'il 7 'ililliilli (EXISTING) illllllll �_�r i -- Il dllllll lill�l lil Illll�l��ll�llliiiii' III I � J �'illlllllllll�llillll�illill Illlllllllli!Illli'liieiiiill II II .% li�li'li�il'lil IIII liilililliiili illi Ili i � li I 'j IIIII I'li'li lliliii III IIIiIlil�lllilliii�l I � li I I f �i IIIII; iiiliil ili�i lillii liilli IIII 1 I l I �I'p I��II�dI =—i�i q�nlnl� I I I I I I�II��a�� = ��, � ��i � i II II II i I O�pQ ��%�'/�' VI I i i DEACOIJ—T3RIVE WEST—= > �ii INSET 1 i � � �� l � __�� I� l (��1 � 5.,�� C ,� � � EXIENYI N \��--'�1 II/ I r �- � �I�l /- E%. 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N \ �ea, , C1 % �� \ HvoftOLooc MODELING SECTIONLNE m N O. B1 DRAINAGE AREA LABEL m SYSTEM OUTFALL IJUNCTION Y \ ; FUTUR BARRACKS 1 /� � � - vze �..... ; DEVELOPMENT *- ♦ 1 �� No 1► �f ♦ ,� �� A2 E1 Ex M AMBPOND 131 O GATE Al �f �i , / Of 9� , / H,FDnD 1 ; , a A4ar B1 e°P\ cam J. 4444 JwS o�z � � D�z U H Q�Qw� iG U I \\ DATED To32012 FOR EXIT STUDY FOR THE BARRAcxs'EYKMLEr-HORN AND ASSOC. nc Z Q \ � G.� \�.� \ DATED of zB2olz FOR Ex Sr NG ConDT ONs uuALY55 p cc ♦ / \\ �, ; �I', NOTE: GEOMETRY AND HYDROLOGIC CHARACTERISTICS FOR THE BARRACKS PH G SUBDIVISION POND ARE INCLUDED IN THE MODEL PER THE 'DRAINAGE AND DETENTION ~ Q \\ ♦ // \ , , '' , POND ANALYSIS FOR THE BARRACKS SUBDVSON' BY CIVIL DEVELOPMENT GROUP LTD. Q \ \ REVISED AOG 2060. Z ♦ ��ADRMNAGEREPORT By INCDATED o a 10 , D91mrzDm 'BUENAeuEnav w c GEOMETRY AND HYDROLOGIC CHARACTER Br Cs Fore THE EXISTING BUENAv DA POND ` \\\ \s\\ \ E Z Q 1 , \ \ \ ROUTING DIAGRAM F Z A (9) Ys 00 e \ �, \ ,�-��"� // \�01 �r oFa STOP! e \ , r ' \ D1 of-, c2 cal BEFORE YOU DIG ilE DIG LESS Et4%, (at least n hours poor to Signs) J.1g / E2WARNING: CONTRACTOR TO y Mug/NCE AND , \ B1 BE 1 LOCATION OVERIFY FALL UTILITIF.SCTRSHEET \ \\\ / / \\ / ® PRIOR TO CONSTRUCTION. / '.... 04 A3 A4 ME WATERSHED INFORMATION DRAINAGE AREP/JUNCTION POINT IA�EI %IMPERV. WIDTH AVGFLOW LENGTH (FT) 100-YEAR Op (CFS) Al 13.51 79 5985 100 88.13 A2 6.55 0 571 Soo 26.69 A3 13.56 25 1969 300 75.46 A4 15.32 13 1907 350 62.43 B1 19.42 43 8459 100 119.67 C1 44.27 0 9642 200 245.]] C2 6.86 0 996 300 32.36 Di 33.37 0 4153 350 99.87 Et 28.25 0 3846 320 146.45 E2 63.05 3 9155 300 306.66 OUTFACE-1 159.66 -- --- ]05.46 OUT 32.35 OUTFACE-3 44.27 --- -- 245.64 OUTFACE 4 3337ENTION 99.84 �\ :'�'� t: �e euranv OF-1 DEiENT ON1 \ PON01 ,� , .� , i �:�� e / P8 THE 3 \\�« L coMMEN�AL � ; � , i� � ; � / ,� , � � �, ♦ E2 � � B1 \\S � FUTURE SC STE ,.. ��,�. \ , � ,.. \ IRFmANexsTNccoNoiTioNsl � � E3 � � �� \, � � ,, � , �\ �� ;� \ � � \€ \ � �,�M a� \.; A OMMERcw �i.� �, ��_ ® `�I -- N LEGEND ® HroRol.oc c mopes Ne sPer oN � Ne B1 s� EMGo6T�LpepN�T�ON WATERSHED INt=ORMATION DRAINAGE AREA WIDTH AVG FLOW f00-NEAR AREA/JUNOTION iA0) Y IMPERV. ( ) LENGTH OP POINT � (FT) (CFG) At 13.51 ]9 5885 100 88.13 A2 fi.55 0 5]i 500 26.69 A3 13.56 25 1969 300 ]5.46 A4 15.32 13 190] 350 82.43 61 19.42 43 8459 100 119.6] C1 16.82 50 14653 50 10].36 C2 O.fi6 50 1481 20 4.36 pf 5.]1 85 49]5 50 3].]5 E1 2.59 0 3]6 300 14.13 E2 13.56 1 1969 300 ]2.28 E3 3.91 0 568 300 20.]5 E4 26.93 8 3910 300 136.8] P1 20.91 ]5 9108 100 136.90 P2 23.1fi fi] 201]] 50 146.54 P3 26.05 34 16211 ]0 163.05 pq ifi.93 38 ]3i5 100 105.]4 PS 1.53 65 952 ]0 9.92 p6 9.11 53 5fi69 ]0 58.46 p] 3.fi3 36 2259 ]0 22.]B PB 4.2] 55 2fi5] ]0 2].41 OUTFACE-1 222.03 - - - 694.94 OUTFACE-2 0.66 - - - 4.36 OUTFACE-3 15.]e -- - - 10].36 OUTFALI-4 5.]1 - - - 3].]5 PROPOSED CONDT ONS ANPLY55 e133201R FORM RACKS PTA sO Boo a OP ONO ARE NL6LU0 � oEVPIOPMEM GROeu�P PAOKS SU eOCNeON NGOrvcNOATED mm nF E�'m �� _�� `o �� C �a» u �m O z�z � O O �', z H o H a F W U y � WO W W .�7 N O STOP! CALLBEFOREYOUDIG GT�6 16W DIG TE95 (et lovst'l2 hourep��o gg ng) � WARNING: CONTRACTOR TO VERIFY PRESENCE AND EXACT' IACATION OE ALL UTILITIPS PRIOR TO CONSTRUCTION. za O_ cc I" G oQ Q OZ O� Q a L: LL SHEET 05 �� JOHN WHEELER BARGER, TRUSTEE 29.175 ACRE TRACT 7583/90 20NED A-0 i IVE WEST DEACON / / POND 2 INTERIM CONDITION INFORMATION POND 2INTERIM STAGE AREA100 - YEAR PEAK 295.33 ELEVATION AREA (AC.) EL NPLUOGIN=300.03 FT (PLUGGED5 JOHN W}1ELLER BARGER, TRUSTEE\ 29.175 ACRE TRACT 7583/90 \ ZONED 0 \ \ \l --'04 -w-30a3 2 - - \ / 301 —� JII 300 Or 299 ';P n -29H297- 6_ �l�\ Q� 11 II IIIIIII;�IIr1l1'1 ��jj11�111 1 ; n '� 21 1�1 11111111�I1 illl; 111I11,�li,l I 1 Njlllili4illi ii111�1i1 �Ilil�lii �,'I;II�?IIIIr�ll;lllllll'1 iili �'1illlili',III11, � li 111�1,1 I111�111111 111 II111111 'I III I 1I1 Ii l' 11�1I III Ljl 11 o' 1111�}1�I �11 11111f ''lljllij 11 l'1!i"I Illi1111I`fi`I 1111i �--��' -, 'llll 'iili ll'i II1 1IIj II' II'I I III __ o' 10.4''Rq' IdIgA11W T 1111 1 1 I I I 1 1 N 11 1 1 1 11 {II'111''1olII u1'II 1 I'1 I I�I 11 1II I 11 It'II, ILIA (I 'I'II��II;'III'1'I 11II1'�IIIIIIIII'II I�1 j1111111, Ill 11 1'j 11 1111 III III ,I j 11 Ill i' i 111 175.0• Ill 1 1 1j I II 11 ilil �.I.I T III 111 'I li �111I1L11 11L-- 0��ti DEACON DRIVE WEST 727=------- ---- \\. — _ I /,I POND #2 POND #3 m� sgsa LEGEND �5�40 TOP OF BE PROPOSED FUTURE 0zTB — —941PROPOSED NOTES D MATERIAL ON -SITE AS DIRECTED OR SHALL CONSTRUCT CUrY POND OW ELEVATION 296 PER CAL RECOMMENDATIONS PROVIDED POND 2EINFORMATION EL(PLUGGEDO.F )=299.61 FT ELEVATION = 295,33 FT INFLOW - 167.65 CPS i0P OFPBOND 2LSTAGE AREA TABLE ELEVATION AREA (AC.) 295.33 3.33 296 3.43 297 3.57 298 3.71 299 3.86 00 4LI 01 4.17 POND 3 INFORMATION E�L,ELuccEo OF.) -3a3.4s FT DISCHARGE - 450,55 CPS TOP OF POND3 STAGEAREATABLE ELEVATION AREA (AC.) 297 091 296 1.00 299 1.09 00 1.19 301 302 303 1.30 1.41 1.51 04 fi3 STOP! CALL BEDORE YOU DIG G SS 1860- prior to (etlaestn hours prior to digging) WARNING: CONTRACTOR TO VERIFY PRESENCE AND EXACT IACATION OF ALL UTILITIES PRIOR TO CONSTRUCTION. W IJ.I o= � Z A SHEET 0$ It \\ \\\ 1 \ \ 1 \ \ x \ / 1 \ rrnsm�c ax«fxnudc 11�9��'I�;jII,IIPI;III, II�IIIIIIII,�II,!IIj;N;;; � � II I��IIjI�',1'S�V1 �� ', r�'� �l,lihlillillPOND�_c�i� �I;I;�'�II'J,III�,'I;'�',I'I,' �II;IIIII;II;�lllll,l;lill;l�l ��' �rII�IIiIi�Ilil'illil �ill(II!li�li'n�iii� i i I _ ��'vAw��\:A: A I illli �I jlliiii '��lili ills Iill i � I I I �A �"\ � �� \. III I i��Ii4 uNi i I I � g a DEACI I, avrORIVE WEST ;> or WAY FIT— LOTUS ----- l/ \ ONES eei%eo TA�ERmnm DEACON DRIVE WEST " I - J -- -- - -- ---- - �- / / 0 ^M/WrPROP. ROCKF CHECKEXISTING CONTOURS PROPOSED Ml CONTOURS EXISTING PRGPER� LINES FUTURE PROPERIFY LINES RIGHT OF WAY DEACON DRIVE WEST STOP! CALLBEFOREYOU DIG °6 a me Tess (e�losa72M1oursPdorto Eigging) WARNING: CONTRACTOR TO & S VERIFY PRESENCE AND EXACT LOCATION OF ALL UTILITIES SHEET PRIOR TO CONSTRUCTION. 09 noN nn N.Tb. 15'x5' POND 3 INLET STRUCTURE EROSION CONTROL NOTES ROCK CHECK DAM 5�.1�® wIVIEN N.TN.T—s. SILTFENCE `� r ,�..... a r. 'y:, I�� I I��m� CEO_ Z�RC�Q9slWLIA BEKi 9�PR9i ... I �Hao%:) M1U�TCH SIDE eLOVE Of DITCH BREPH LINE SECTION AA HFAownL�LELOPEo N.T.S Ma sSR SLOPED CONCRETE HEADWALL �z � 0��'z �, c44 0 �� aF o�Qw� � ° a W Y e 7 � E � 5 q�G q S � .� a� q � O' SHEET 10 CEO_ Z�RC�Q9slWLIA BEKi 9�PR9i ... I �Hao%:) M1U�TCH SIDE eLOVE Of DITCH BREPH LINE SECTION AA HFAownL�LELOPEo N.T.S Ma sSR SLOPED CONCRETE HEADWALL �z � 0��'z �, c44 0 �� aF o�Qw� � ° a W Y e 7 � E � 5 q�G q S � .� a� q � O' SHEET 10 SLOPED CONCRETE HEADWALL �z � 0��'z �, c44 0 �� aF o�Qw� � ° a W Y e 7 � E � 5 q�G q S � .� a� q � O' SHEET 10 SHEET 10 SECFION A -A RECESSED CURB INIS ,y„ ©© ©© f�1�141 �. �� .—�-- S�i� III►�11� 0 \ •, � :�, � 1. PLAN wsm (rtJ �^ EXTENSION ®�R EXTFucION Ill 1 11 � n�wFs:m wnm ue ELEVATION GRATE INLET � SEC190N A -A `% •� ;/ � IrInI. s 9�� y�'1�1 {F pp�� ,,...., ..., 1 2 PIPES &END WALL WITH WINGS D3,pp CONCRETE HEADWALL FOR D3-01 o .� a � aa.��...snw6. E�� u8",� w°PwmW �* mm�u fwnoi w�. i rnwuxr nws �� smm nxus Jam$ I.�..:: µo sn¢rs m az xsmsmurno �� a/� �•'. Veuxilz uu •..'. uo wnomawe vg�[o �pumTME �• �� ux �. a �� BEDDING AND TRENCH FOR REINFORCED STRUCT'I-iRAI. 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(U -a �(p 0 = j SV O_ N lD Gt N � .O O O ,� 3 m Z a 0 __: N w y N (D D) D CD O m o m O N 'G 0 N coca n w (D N `G O K y a p- O C7 N O N CD, . 41 (C a N ° O = .N.. (SD y COi CD 3CL N 3 N N O S D_ V Qy y? d y ? N� N O QQ O N ��N.. (D n O 0_ D CI m Q1 D1 ` j "O � N 0 m v N m "n" N `G �_ cco '—w < (D n N (D � (D � N n p O CD d.X,3 S CDxa3. y. aH 3 "OO j N y 3 � (D = � N Q y ° (O a J °, CD (D a. a 3 N S N .= M � � ° CC c N . 3 � N a p = CD O. -° a N = N T A G z 00. d O SU W .N.. X O_ T 5V N 6 N N S d N N M c0 07 i 0� O N C n N aN 2 N <O �N (Q n C=(ODD 0 7 (OA 6 O Q '° =.T �% OJ M N O f° O O N� �.N. 'O Q (D W y 0 N N Q ' m j g 0 N 'C O O S (p 0- C C x N 0 V �. y° cO] W O Q 3 y O O o y S N n S. CD (° N (D (D O 3 N y S O I N N (D �_ Z (D w N) CD W O O N N O ZI N (0 C O_ N .O► a O !2 Q O DD C O � O G O 0 0 �C-n C) 0 O D) N O O j N N a D1 .il �O (D O co CD O< C 0� fD P O (O1 O N (D COC w (Oi '� ' W O "fDO� (Op �' (Oi� (�On' a. (D 3 CD W 3 G N N (D N ? (D 3 J CD CD CD ° c3 mNFO �3 N o O CY O O "O 0 N cu (i O. O a. N CO n i3 N O N O fO f/1 (C (D X < O 7 N N N O' O "O N N D1 �' O O 0 N .0.. J N y. S O CQL y O O C w G1 p^ (�D C O' G CD O_ 3 ° O y d _ t0 (o (p CD !D CD O v ° n O CD ry < C Q. m 'm Ao o m D" o m N a g m- m° 0 y O w y Ot D O CD c N y w to i0 -O N O' x n `G O O 'J N �,`2 N W N W N •Z O �"' W 3 ( Q N t N A D m z ^rn pw amoz > / �/ 0 /\\EE[m ' &»a\ 0 I% °� /z/a/3@ /)no J [2 ]» z (\*» k & /§ = 2 _ CD / \ 0 4� } 9) C & 0) CD $ - a f ��CD \\ �\ �� \ a § ^ m f , ' \m § }( =0 E°0 E \\0 \ \ \\\ - ED } *\ \\ �( ` * a [kƒ; 0 F - ; m\ {[ ( a +) s\ - ( 2 ƒ ° \»2| \ E () £ C - \ cm * 3g - ( & mnCD ({(b .0 /\ o , \¥¥§ 2 /1 } E± $ 30 k CL (\( \ �CD /� - \ %\» _ (- ( °}CD \ ƒo CD S, { j CD E - CD 0 ' M CD k o z - / } CD / 0 - - _CD & �- _ 2 )(� 0 \ . CD 0 CD } k \ C ± & - ` ( / \ ( (CD ,CD \ _ \ x O � 7 @ m n � O z � 0 m n _ o co 0 (p (n o- a p 0 G 0 � m3 o°m mm9°gym a� IX CD m u w O U' .? o'm 7 3 J O N O O �, CD M o mmmm o' m Do' �a su A v Q^ Zza- o CD CD 0 fl CD M m � 3 � ❑ mml° °i ° � m � a � � a m oz � O (O �. (D p ammmm O, N N n (D O p_ T N I� .N.. CD o m ' °: o x ° c o m 3 �3 o v m o ?3 m <CD a CD (p Q > > Qy m Pm to m a f C (D W N(o CD — O �° Q O N M . M N 'O ,J d d d C O O- fD -F ik N O O (n fU y ° O O. N D) 1 CD (D p '0 N 0 p � O �Q m N m > Q '06 N < C 7 0 a r, N (O O N N N C CD y O. a_<m d� C a 0 xm 06 mmo FN m a m o �� y CD 0 o o o m m wo o 0 a 0 a m .Z o _.o O a O "O O D 0 ° O 0 C1 om _° N y !°i� IDS N .0.. C m v ON ommom C a �toQ 3m o? � mp �� o < a mi. v in a ❑ (D (D CD ° (D N (D X O Q O_ a Q� 0 3 N o O.(n J7 O K m y Q� p O J .0.. ° 0 ju co �O Na N S % `< 40i O � N (D G (oo � a m N 0 0 (D (D (D m C � (D D Q !D X mo CD D1 y =CD O N x• N p v (D CCL D " CD mCL m a ca° n?CL ° o N o < 0 CD 0 D �- m O. CL =S N N N N N O N ao Q: m �°v om m ay. n 0 O v N D (D O 0 S Q m(D 0. Ora 0 0 'J0 0. N ^ x O- < 3 m ° 00 m O d O p O. �' (D W O N n o y Qo m 0 o mml _ a ?m A 3 CD a y d mml o y N (D Q (p n CD 0 C ° CD ' C �a mx 0N cnm u 1D— v m n �. N .y... 0< m O° mmm% CCDD N � 6 (O o o S CD ° in < o m m O S aV? Q O n W. (D N D� C A O (D n �a 0 CD O ,Y O ° 0 7 -O O CD 0 S y O O y N S Q CD mml.-. ° N p1 CD () CD V (� J ■L X Q m Z D m n ` m m o N m m D 45 m m Are Special Designs Planned? o Crm W<= m o.to a <m Ix W w_ A X No � < m°, o ms o0mm� FD _Yes o m o m m c :°�- O W W'° m o s= 3 c p D °D CD Dm a CD m �m 0CDW ° mn dt<032 C3 0 dFCn °.m m Wm :� v W mW °�W ao� I J Nc N Z N ^D X 'G N n' 47 .O. p O N O (D N W N. W (D O ^".-.O O O O. O O O N (Q (D O N O W W O. N O (Op W .J n O (D (D G ° O 0 7 N rn N N 'O N N (D 'O" 3 ry 17 N Ci ^ N`OG G n D CD Nye N a 3 _ O °O 3 `N' ° ° O O -° m sp .s m c 0 3 .Jmo O W �N N W y Tc0'f N X 0 n M 7 3 C"�N n 3 <D O�� ry? N CD 1 K a 6 y (O 3 N CD (w N CD mN N N CD 3a 3 O 0 W N -� N. _' N 01 CD Z wo 0 (n D_ N CD D p Q O O (O y O� 0 V CD N. ° O. C n X °' � 0 �.(O 17 N = CD CO N CD N N V -' W 3 y01 O N51 T. N N O a ?CD O O. mo ul �. 3� O 3 3 Oy (D W O W �O N O' N (D p CD q W Q CL O CD O < x Z d A CL °- O' `G 0 C1 X m CD (D o_ o �_.�� gip' m °� m G (D 0 m 3 3z 'tea D mm a m "* CD m CD CD CD 3 N m CD N O v (C N CD W N< W 'O O C N N �. 3 d 0 CD o m ° ° N N Go C .°« 0 W ° VO~i m CD 0 .3. O ; CD (D O C O CO (D S N 2 S 41 NCD O< O Dl y O S N J N it D �' CD = O W O "O O. S O N �• (D N O D w N 7 (0 Di (D 0 W �' N O O C N U1 N N O `S, CD m -� -O N n N (D y O" CD L CD N N C O O (p (D X O ._+ O_ y S 0 O v CD C 0� C m DDa m W G W a O (D (D O .p J < N pOj D O N G W O N O C a 3 m n Z X Are streets with CL X CD curb Are roadside ditches used? ° ° ° m Cs CD 3 A and gutter used? Co �° O 0 CD n CD -o No v° d i No Yes — _Yes z o CD CO o o o CD m CD W CD D D °m 3' a' � CD mD 7 ( D I n cn 1 0� D mm� CD o� aD�i m ( _ 0 vCD Cow �mCD s�i Z� N N p� CD O 7 3 O CD �. ID K 0 'O d> COj O n U) n Z O C .N.. N �' W (� O N O N R O (O O N N N 0 ('D M CD Q Q O 2 O 0. "WO 'y" N p. S 0 CD 7 .C�i (D m N 'J p O N CD "O CD CO N N CD O, p W N n M F j y O C `Z 'O C L N r. a S 01 (D '6 N '00 V CD (D < mN NE=w N N 0 CD (D CD CD CD CD N N D 0 o m� fD x o a m o a a o d m CD �� a N�, S �0 >CD o p C- CD CD CD °- w N ti . °- �° c y eD CD y O CDa mom' wto m CD m-0, 0o CD .. (D m. %.2 3u°, '< d0 w CD Co �m v 0CD Sll 3 N a mo CS M = 'p ti. 2O O_ CO M J .3i 7 N N ? CD . d z 0 O O 0 R D) C O 0 `-' A CD O C n O CD .0.. o_ ° . CD X m o 5 m 0 a N o o i v (D (D ma Cn:. S D CD d CD CD C N 0 3 CD 'V (D z N (D " 0 0 ? f/i 4 N N N 0 D -I N C L C pj CD 0 ^ d O N n 0 Q 3 w n n CC'f J CD 3V �. Cl) 0 S O W O 0 0 3 N S O Qo O .r ny _S 3 N C N CND �'pO N S -G C m� N wm -m CD CD m a m ?. CD 0 N mo 0 n a o N ^.� O O 6 0 aN O p �- - �, m cCD 0 r. �- 0 CO om CD O N CD 0 N (D W rn N S N N CD C n .. O O N CD C N CD .0.. 0 CD x CD 2 0 .�' i3. (D (D (D mo CD N V y (DD CD C07 O CD N `2 N S CD CD 0 N N CD p� O O v C 0 CD o J K N 6 d CD J N N CD ? CD V) W D m Z Cn =r Is storm drain system used? Are streets with curb and gutter used? 3 A — No Yes No Yes O , — -- 0 e —IIIImImd m °o 0 �� CD GI 0 Nm CD 0od sW mD 13) p fD N 'O W G n �> > > N = y O > N �' fD `G N O J N ('D O C W C N �. N y N N N CO) n O_ N f=p i N W O 0 �_ N W D p `G O N O 0 0 W �- C W N ° 00 B n 3 O O (D =' O D) O CD CD CD Q O N< G tp (CD D 0Imml y CD (O a Ill I a (D O Q dImItm In N rp W (D = N O CW] .0 K= K 3 O) °i J O OO W OM W n O_ O 7 Q N n N mmm�W N 0 W .=.. on 0 N= x 0 a G J 0 W W 0 W O. a N = m 0_ S. c = -G O C (n Ma 0. af% W W Oa W O O N PRIORI .W�► 00 ° °� o J W O 3 fD N a = `� o_ y `� ° 3 o n N �. �. N O. O O a' (° a CD 7 W 'G — = :E W,mI W c (p .CD ImmmN O N O Z ry J G) a O W n O 'G N N ° .ZCC7 D_ y ._.. O W .0i Cram rmm&W O W W (O W --i, (D G CL `G W� G = D_ O (O C W W (D (.D W (O W O n .�. W . O O' � x p N N (0 C '^ (� N S i (D O =O no N ._.. Imml_ C � W (DImmi = a. m Wxaa n �CD �0 mo mD 3� Z CD O m W W O N= "x0 = n CL = N W D Imml W O_ d C ? W 0 — {U = W M •< 0 0 = 0 = CD 3 W 0 = D) W °' A W J =O. W _0 A O z x N Gseparate sheet pro «ee_. for § Are _# used »drain +2 / QAlm 2 —© — e o = Cz> u M®not =2$ 3/ ¥ (;f \ \}$}»}! G »_ _ = Eƒ _ \\) - (/52# y(f _ _ 7\\ j$ tee») °®£ n } (\ )\/[2 \ [fe ; 00 -_ °0 _ / aQz - § n \M \(} ! $ ° 7 \ 0 _ + \ \��C\�� - %/[ ° ■ CL {\\ }\_E 3� }) $� - { v ,& (§ ~- £ m - - \/\ - } ; (} Z%! - / /{} § g }§ ® § /®/ �D ` ƒL D DM B ��° - (a -� � 9/ �'} k \X §� m , ) 0 \} ƒ 0» .= / k }] { \ f(l° \[ \2 { $( a / ; 00 } } = E } \ / _ \ q �� 2 (z MU0 - } ( _ ( W \ - _ \/ C. 0 ® ) *Ul ) w° | . � & � \ \ q @ m n � O z x Are swale/conduit combinations used in lieu of open channels? Roadside Um No Yes — -- Ditches o A (on separate sheet provide same information for any additional instances) Cn v = N 0 N N °_ CA w F a O_ N O i lD lD � � (01 N � N (D C N N Op D1 7 d °iCL 7 7 NN 0 CD ? (D N �o 0 C Cn a `< O N c Cn c 0 CD !D 0 0 Cp W .-y - O N N CO CD N CD CD 0 N N O CD i y Ew Vi O d• °- 6 (A n O m °om CD 0 -0 CD � a m r7 m vm°�o p 0 Q N N CD CD N CD � `Z CD CO w O' `G N fp f0/! 41 .O+ N O Cj Chi CD S 'O 01 O 0 CD S a v = 0 N �G O Cn ° S CD 0< CD mmmmtN 3 ° (D CD O fD O (D C O CD m_ ti, CD a D o ° E 3 o N c m a) o ° y m 0 � Gt 3 m ° o o_ a, 3 m CL 3 o m a 3� o M° < CD CD CL Q. C = 0 O CD = C = 0 O CD Q N 0. �..J :� CD d m - w m m ao s m G CD N ° CD 0 CD O O< to fn CL .Z1 °- 0 ° O..il °' N D1 M 0. �CD m o_ 5 S: o v o �Q CO O 3 CO N °" °" CD Z N D1 O CL < N O d < O O ^ d N 0 O Cn Ma O 0 = C) n CD v .�i CD 0 0 a .Q CCD 9 "00 W OS v a 3 x a y 3 X= a o N N ° CD E-Lc N _ n C y X X. N N c N x ° CD ' CD o 3 a m m a m c - m 3 � "° �" N 0 CD %* m 3 m O N -I N CD CD O CD K N CD M CO N N Cp CD m ti y y N. C1 N y 0 CD O CD d a O CD 0 CD =0 CCD ry G N (D O 3 CD O_ N CD O CD 0 CD - CD 0 C1 O CD CD O a N 3 O' Cp mmml N= ti CT (O CD O O 0 C L 3 °- 3 N c .... ? O n ? o 3 1) N aOmmmtm CD N q'1 d yCD 0 ° 0 N O N p 0 N (am SD 3 CD CD 0 N m O O O O o 3 a 0 m c .. J 3 oCD c 3 CD O_ N 0 O_ tz 3 CD O N N N CL = _ c 40 °• ID CD _ CD D O 0 A - OZ OZ Oz - \Z/ § 7 / Channel improvements proposed? Will _#«n!«�d a — ©= . v Explain Yes - -P _ - OLD— > £ E - >OD 0 CD B I MO M - g\%#g :30 }\ } / \ .. �� 2 -\ ECDCD0 r .. .. 0C °0\COMCr CD C} 2 (D} 0 M. 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' v,5 0 a o.o 0 Popo �•Orn -� ya 0 tpbb S,° y 0Ln o Y� M v �0 co w y o °a a� o 0 �O° ON m- m �' co r5. �'�+'�`� F ,-�• '��.� v�mo�w//-w N ... �-h n W N m H M Q• C,n G I C p �� N P. j 0 No ro w ti p d5 0�y° � 5' ado y �o co a`oe o OQ � " - y p. 5' o a o i "' o roc oa °• b m 0 0 iv o drnt7 m^o � N A K ~ Qa°m m E rnt7�G� o 271 5 h rr o❑ y° ig �� b rblo N w O H o �jj tj (0 N N cyo tl .yN W pq P coo .fi � a m •O m � �'n' � aoa w w o rn� o �y C O C y pq C m oo O pry a. ti p• � � � cam* � o o �° C m m ° lzf w fZ t7i' N � "'i 5" �• A. m 7 � (D co b n a dd to < w � N E O �l A 00 0 0 �' —� N oo .N-• A O a a o c O 0 w � o N y `Or 3 \ �ov sy� o! co LJ m vow ^__-_--_-^---__ �y � -•� 1/-YJE�—L_! loop^—� J 0 I i �l L__ _I I -- I_ I I I' I I 1 I 11,E / 1 I I- I I -I -� I I I I I v I--^I--I -j --� oL -----I -1 g o+ 1 l � _ � I I I I 7 3�� u I LAnW �i •imnv n 1 Ezhia..c B The Barracks Subdivision Drainage Area Summary, Gutter Checks, Inlet Computations Recessed Curb Inlets on Grade Area At 121 Area, A (acres) 0,152 C 0.69 to (min) 10.0 10yearstorm 100 year atom Gutter Depth Cheek Inlet llagth la (iaPor) 8,635 Qta (cfa) 0,91 Iion 011/11r) 11.639 Quo (afa) 1.22 Slope Yia YIN Provided Capacity Bypaaa (R!R) 0.0080 (in) 2A (tn) 2A (it) s left) 2.41 (cfa) 0.0 131 0.361 0,69, 10.0 8.635g3,45 11,639 2,90 aooso 2.9 3.3 5 2.71 0.0 210 0.647 0.69 '� 10:0 8,635 11.639 5.20 0,0090 3.6 4.0 t0 5.93 a.o 220 0.579 0.69 _. 10.0 8,635 11.639 4,65 0o090 3.4 3.810 320 0.20t 0.69 t0.0 8.635 11.639 1.61 0.0080 2.a 2.6 s z.a9 0.0 Recessed Curb Inlets in Sump Area # Area, A C tc 10 year smrm 100 year storm GnRer Depth Check Inlet Length Igo Qto T,aa Qua Slope Yet Yraa Inlet Q,a Length Provided Itength Required (acres) (min) (war) (ea) (m/1 r) (ea) (ft/R) (in) (m) (ea (R) (R) 120A 0.363 0.69 10.0 8,635 2,16 11,639 2.92 o.doso 2.9 3.3 6.02 io 451 120B -0,647 0,69-- > 10.0 8,635 3,85 11.639 5,20 .0.0080, 3.7 4.1 140A -0,187 0.69., 10.0 8,635 1.11 11,639 L50 o.00so 2.3 2.6 4.68 5 3s0 140B 0,598 0:69 . 10.0 1 8.635 3.56 1 11.639 4,80 o.008o 3.5 4.0 141A 0,164 0,69 10.0 8,635 0,98 11,639 1.32 0.008o 2.2 2A 4.88 5 3.65 141B 0,655 0,69 10.0 8,635 3,90 11.639 5,26 0.0080. 3.7 4A 143A 0.206 0.69 10.0 8,635 1,23 11,639 1,65 0.0080 2A 2.7 7.31 10 5.47 143B 1,021 0,69 10.0 8,635 6,08 11,639 8,20 o.0oso 4.3 4.8 144A 0,201 0,69 10.0 8,635 1,20 11,639 1.61 o,00so 2A 2.6 671 to s.oz 144B 0,925 0.69 .10.0 8,635 5,51 11,639 7,43 0.0080 4.2 4.7 Grate Inlets in Alleys 10 yearolorm 100 ynratorm Gutter Depth' Tnlet Size Verification Area, A C tC Area # Iw Quo T,et Quo Slope Vt* YIN W)25% Depth over Grate Type Grate SizeOogging Inlet acres t ) (mtn)(Udhr) (Call (MR) (in) (in) (sq. in) (in) t22 t.023 0.69 10.0 8,635 6,09 11.639 8,22 0,0060 4.6 5.1 EM 6970 Sag"x30" FAra 698 0.73 330 0.625 0.69 I0.0 8,635 3,72 11.639 5,02 0.0060 3.8 4.3 EIIW 6970 9.18"x3o" 1256 0,39 142 0,986 0,69 10.0 8,635 5.87 11.639 7,92 00060 4.5 5.1 ERW 6970 5-18"x30" 698 0.70 145 0.839 0.69 10.0 8.635 5.00 11.639 6.74 onogs 4.0 4.5 E11W 697o 9-18"x30" 1256 0.65 * Note: The values for y are computed with Channel Calculator in AumCAD v. 14 using Mann ings; Equation (n = .014). Exhil The Barracks Subdivision PIPE ANALYSIS YV v`VComputed Label US Node DS Node Length # of Pipe Size UPS1 Inver DnSt Invert Slope Mannings n Design Excess UpSt Upst DnSt DnSt Pipes Eiev Elev O Capacity Capacity Ground HGL Ground HGL V is Elev, Elev. Elev. Elev. Pilo J8110 OF it 85 2 in 30 inch 1t 302.85 ft 302.25 fun 0.0071 0.0130 cfs 45.3 cfs cfs it 8 ft ft Ills P120 1120 J8110 28 2 30 inch 303.05 302,85 0,0072 0.0130 45,4 68.9 69.8 23,6 24A 308,00 308,60 304.47 308.00 303.73 7.49 P121 1121 1120 134 1 24 (-25%) 304.33 303.65 0,0051 0.0130 7.0 11,0 4.0 304,67 308.00 304,35 7,41 P122 1122 1121 44 1 24(-25%) 304.66 304.43 0.0052 0.0130 6.1 11,1 309,00 305.34 308.60 304.67 4,85 P130 JB130 1120 79 2 30 inch 303,43 303,15 010035 0,0130 33.8 5.0 309,00 305,5 3309,00 305,35 4.85 P 1137 JB130 33 1 15 (-25%) 3052 304.78 0.0126 0,0130 2.2 48,8 4.9 15.0 309,25 3D4.96 308,60 304.67 5,40 P140 140 1140 J8130 324 2 30 Inch 304,86 303,53 0.0035 0,0130 33,0 2.8 309.00 305.82 309.25 305,28 5.19 P141 1141 1140 31 1 30 inch 304,92 304.76 0.0052 610130 28.6 48.4 29.6 15A 311,10 306.17 309.25 304,96 5.69 P142 1142 1141 115 1 30 Inch 305,45 305.02 0.0037 010130 24,2 25.1 1.0 312,00 306.86 311,10 306.58 7,46 P143 1143 1142 115 1 30 inch 305.95 305,55 0.0035 0.0130 18.8 24.2 0,9 311,83 307,39 312,00 306.86 6,26 P144 1144 1143 41 t 24(-25%) 306.89 306.55 0.0082 0.613DA 5.4 312.4D 307,66 311,83 307.39 4.86 P745 1145 1144 115 i f8(-25%) 308,3 30% 0.0070 0.0130,0 4,0 2,4 312.60 308,16 312.40 307.76 6.83 P210 1210 HW200 19 2 24(-25%) 303.16 303.06 0.0051 0.01302,1 1,0 313,20 309,21 312.60 308,39 5,13 P220 1220 1210 46 2 24 (-25%) 303.4 303,16 0,0052 0.01302.3 10.8 309,00 304,04 308.00 303,94 4,73 P230 HW230 1220 18 2 24 -25%) 303.4 303,40 0.0055 0.01302,8 14.5 309.00 304,12 309.00 304,04 3,26 P310 JB310 HW31 113 1 24(-25%) 304.55 303.82 0,0065 0.01302.4 18.2 308,00 304,11 309.00 304, 12 2.48 P320 1329 JB310 12 1 18(-25%) 304.8 W4.65 0,0130 0.0130.2 7.5 309,00 305,37 30B.c0 304.58 495 P330 1330 f320 41 1 t8 -25% 305.25 304.90 0.0085 ODt30.6 3.2 309,00 305.69 309.00 2.9 308.OD 306.02 309.00 305.69 4.44 „n Label US Node OS Node Length #of Pipes Dia, Invert invert DnSt Invert Slope Slope Mani Mannings n Computed Design Excess UpBt Ground UPSt Dnut DnSt Elev. Elev, O Capacity Capacity HGL Ground HGL V nn r It in ft ft Elev. Elev. Elev. Elev, Pilo JB110 OF 1 85 2 30 inch 302.85 30225 ft/ft 0.0071 0.0136 cis 61.5 cfs 66.9 cfs ft ft ft ft fUs P120 N20 J8110 28 2 30 inch 303.05 302.85 0.0072 0,0130 61,6 7.4 308.00 304.74 308.00 304.09 7.94 P121 1121 1120 134 f 24 (-25%) 304.33 303.66 0,0051 0,0130 9,5 69.8 8.2 3D8,60 304,94 308,00 304.68 8.01 P122 1122 1121 44 1 24 (-25%) 304.66 304.43 0.0052 0.0130 8.3 11.0 11.1 1,5 309.00 305,57 308,60 304,94 5,02 P130 J8130 1120 79 2 70 inch 303,43 303,15 0,0035 0.0130 2.8 309.00 305.78 309,00 305.57 5.04 P131 1131 JB130 33 1 15 (-25%) 305.2 304,78 0,0126 0.0130 45.8 48.8 3,0 309.25 305.30 308.60 304.94 6.08 P140 1140 JB130 324 2 30 Inch 304.66 303,53 0,0035 0.0130 2.9 44.6 4.9 2,0 309.00 305,92 309.25 305.38 5.57 P741 1141 1140 31 1 OQ Inch 304.92 304.78 0.0052 0.O130 38.7 48.4 3,8 311.10 306,55 309,25 305.30 5.99 P142 1142 1141 115 1 30 inch 305,45 305,02 0,0037 0,0130 32.7 29.6 -9.t 372.00 307.30 311.10 306.86 8.78 P143 1143 1142 115 1 30 inch 3Q5.95 3D5.55 0.0035 0.0130 25.3 25.1 -7.6 311,83 308,04 312.00 307.30 6,96 P144 1744 1143 41 1 24 (-25%) 306.89 306.55 0.0oil 0.0130 t5.7 24,2 -1.1 312,40 308,46 311,83 308,04 5,16 P145 1145 1144 115 1 18 (-25%) 308,3 307,49 0.0070 0.0130 6.8 14.0 -1.7 312.60 308.89 312.40 308.46 6.64 P210 1210 HW200 19 2 24 (-25%) 303,16 303.06 0.0051 0.0130 15.4 6.0 -0.8 313,20 309.93 312.60 308,89 5,12 P220 1220 12t0 46 2 24(-25%) 303.4 303.16 D.0052 0.0130 22.1 6.7 309,00 304.22 3D8.00 304,09 5,26 P230 HW230 1220 18 2 24 -25% 303.5 303.40 0,0055 0,0130 t0.6 22.3 11.7 308.00 304.25 3D9.00 30422 3.50 P310 J8310 HW3t 113 i 24(-25%) 304.55 303,82 0.0065 0,0130 6,3 22.8 15,5 308.00 304,24 309.00 304.25 2.72 P320 1320 J13310 12 1 18 (-25%) 304.8 304,65 0,0130 0,0130 6,6 6,7 f2.4 5.7 309.00 305.50 308,00 304,72 5,35 P330 1330 1320 41 1 18(-25%) 305.25 304,90 0.0085 0.O130 5.t 8.2 1.5 309.00 305,83 309,00 305,58 6.54 6.6 1.6 309.00 306.15 309.00 305.83 4.97 LEGEND/-� EXISTING CONTOUR — — _ — — EXISTING CONTOUR 102 _ — — (MINOR) 3.1 ON — — — — DRAINAGE AREA �^ BOUNDARYTIME OF 9 'I CONCENTRATION I 3 � Q SCAL CALCULATION FLOW j '— I'I PATH 102 n DRAINAGE AREA NUMBER I 17.74 & ACREAGE I x I 101 Surface / ♦ I 479 // ♦�, Y I Y io tea. ♦ 416 I Nb II ♦ ) 103 ��` 1.8` �J r i 13.83 4** 1 / 10 1 4 ME ME MEN ONE 0 ME ME ME NEW WIN NEW Amm MIN Ma ME ME ams ME Now ME ma ME ME ME ME! 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O _ C1 0° W a aim n N � z Q O W tG 'n m 0 �mu"M 0) o0 I =o�v c4tQ'or°nm o�3a �i mmm v mmmt d 7CW0wo a CD W Q0� d� D ac( m o d .o Wa mCD CD a0) a d r rm � % X ..\ /�� `✓ ae � �� wm nmTT "�'`' Creek ?mmr � e.�,�Glo ..-�..i` `..% .6�^z m,^,mo2 �?ti i^2nm .... ....J� ^�oaA i ...�' Q � � / o � � ' m o .. '' ' J i� 3H � C R �1�� 'yMetl , --__",_, m (7 m D�m v�i�DS g�>Z r -+ zm�n� �mm' m 1 s � x�Ln `D^z$ /'� ,e^ �o �� DybdV rN3 1 _,,,CHEYENNE �-,� y�7 t� , �-- a�R� ` . .� \ j /�� _ •i � �a'a�� ,� ��' ,. .� .., ._ J, "�'' '\ j `` ~ �� N� y3i �ptl i X �a N A u EXHIBIT C Brazos Coin Unincorporated 481195 call the National Flood Imuranm Prom APPROXIMATE SCALE 0 NAYIeeONIIUuL FLOSS INSOOONCE fAOCOAI F'It:199 FLOOD INSURANCE RATE MAP BRAZOSCOUNTY, TEXAS AND INCORPORATED AREAS PANEL 1O2 OF 250 .oe..o,e.»ev.mpmf .aoi Or.m amm am �n lost c a,r. • a.i n. ro rvWn,r,a. ra r w MAP NUMBER 48041CO182 C EFFECTIVE DATE: �\ NILY 2,1992 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 WILLIAMS GATE SUBDIVISION PHASE 1 ARE BASED ON THE GRADING AND DRAINAGE PLANS FOR WILLIAMSGATE PHASE 1 AS PREPARED BY MUNICIPAL DEVELOPMENT GROUP AND DATED )ANUARY 3. 2006. LEGEND A DRAINAGE AREA NUMBER 0 0100 EXISTING • • DRAINAGE AREA UNITS --xxx-- EXISTING CONTOURS -xxx- PROPOSED CONTOURS DIRECTION OF STORMWATER FLOW PRE -DEVELOPED DRAINAGE CALCULATIONS PRIOR TO WILLIAMSGATE PHASE l DRAINAGE AREA AREA ACRES C Tc (min) "1-2" (in/hr) 00112" (cfs) '1-5" (1n/hr) "0-5" (cfs) "1-10" (in/hr) "0-10" (cfs) "1-25" (In/hr) "0-25" (cfs) "1-50" (in/hr) "0-50" (cfs) "1-100' (in/hr) '0-100" (cfs) COMMENTS 1 10.67 0,45 t0 5.33 3h39 7,69 36.92 &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 8.6,3 3.88 9.86 4.44 11,15 5.02 11.64 5.24 TO ROCK PRAIRIE ROAD OS7 3.24 0.45 10 6.33 9.23 7.69 11,21 8.63 12.58 9.86 14.38 11.15 16.26 11.64 76.97 TO ON -SITE AREA i OS2 5.82 ttttti0.45 10 6.33 16,58 7,69 tttti20.14 ttt 8.63 22.60 9,86 25,82 11,15 29.20 11.64 30,49 TO OFF -SITE NORTH OS3 2.77 0.45 10 6,33 7.89 7.69 9.59 8.63 10,76 9,86 12.29 11,15 13.90 11.64 14.51 TO OFF -SITE -EAST TOTAL 23,50 66.94 81.32 91.26 104.27 117,91 123.09 EXISTING DRAINAGE CALCULATIONS DRAINAGE AREA AREA ACRES C Tc (min) 1-2 (tn/hr) "0-2" (cfs) "1.5" (in/hr) "q-5" (cis) "I-10" (in/hr) "0-10" (cfs) 01-25" (M/I "O-25" (cfs) "I-50" (in/hr) 0011150" (cfs) "I-10O" (in/hr) "O-100" (cfs) COMMENTS 1 10,671 0.45 10 6,33 30.39 7,69 36.92 8.63 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 9.86 4.44 11.15 5,02 11,64 5.24 TO ROCK PRAIRIE ROAD OS1 3.24 0.45 10 6.33 9,23 7.69 11,21' &63 12,58 9.86 14,38 11.15 16,26 11,64 16,97 TO ON -SITE AREA 1 OS2 5.82 0.54 10 6.33 19.89 7,69 24,17 8.63 27.12 9.86 30,99 11.15 35,04 11.64 36.58 TO EXISTING DETENTION OS3 2,77 0,45 10 6.33 7.89 7,69 9,59 8.63 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) "1-2" (in/hr) "0-2" (cfs) "I-5" (in/hr) "0-5" (cfs) "111110" (in/hr) "0-10" (cfs) "1-25" (in/hr) "O-25" (cfs) "1-50" (in/hr) "0-50" (cfs) "1111100" (In/hr) "0-100" (cfs) COMMENTS 1 1.42 0.63 10 6,33 5.66 7.69 6.88 8.63 7,72 9,86 8,82 11115 9.97 11.64 10.41 TO PROP, 10' CURB INLET 2 0.93 0.63 10 6.33 3.31 7,69 4,02 8.63 4.51 9.86 5.16 11,15 5.83 11.64 6.09 TO PROP. 10' 'CURB INLET 3 1.37 0.63 10 6,33 5,46 7.69 tatat6.64 .8.63 7.45 9,86 8.51 11,15 9.62 11.64 10,05 TO PROP. 10' CURB INLET 4 0.98 0.63 10 6.33 191 7.69 4.75 8.63 5.33 9,86 6.09 11,15 6.85 11.64 7.19 TO PROP, 10' CURB INLET 5 0,35 0.63 10 6.33 1,40 7.69 1.70 8,63 1.90 9.86 Z17 11,15 2,46 11,64 2.57 TO PROP. f0' CURB INLET 6 0,94 0.63 10 6.33 3.75 7,69 4.55 &63 5.11 9.86 5.84 11.15 6,60 11,64 6.89 TO PROP, 10• CURB INLET 0.63 _ 10 6.33 7.30 7,69 8,87 &63 9.95 9.86 11,37 11,15 IZ85 11,64 13,42 TO PROP. 1W CURB INLET 0.67 10 6.33 4,31 7.69 5.23 9.63 5,87 9.86 6.71 11,15 7,59 11.64 7.92 TO PROP. 10' CURB INLET 1 0.63 10 6.33 3.23 7,69 3,92 8.63 4,40 9.86 5.03 11,15 5,69 11,64 5.94 TO PROP. 4'x4' CROPINLET 0.63 10 6.33 1.87 7,69 2,28 &63 2.56 9.86 2.92 11.15 3,30 11,64 3.45 TO OFF -SITE PROPERTY M71,83 0.63 10 6,33 3,47 7.69 4.21 8,63 4,73 9.86 5.40 11,15 6.11 11,64 6.38 TO PROP. 10' CURB INLET 0.63 10 6.33 0,76 7.69 0.92 8.63 1,03 9,86 1,18 11,15 1.33 11.64 1,39 TO DETENTION FACILITY 0.63 10 6.33 2,51 7.69 3.05 &63 3,43 9,86 3.91 11,15 4.43 11.64 4,62 TO ROCK PRAIRIE ROAD Q45 10 8.37 1.03 7,69 1.25 8.63 1.40 2.96 1.60 11.15 1.81 11,64 1.89 TO O7I-SITE lREA /1 0,45 10 6,33 4,79 7,69 5,81 8.63 6.52 9.86 7,45 11.15 8.43 11.64 8.80 TO ON -SITE AREA /2 .. OS3 1.20 0.45 10 6,33 3,42 7.69 4,15 &63 4.66 9,86 5,32 11,15 6.02 11.64 1 6,29 TO ON -SITE AREA /1 I' OS4 5.72 0.54 10 6,33 19.55 7.69 23,75 &63 26.66 9.86 30.46 11,15 34,44 11,64 35,95 WILLIAMSGATE DRAINAGE OS5 2.77 0.54 1 10 6.33 9.47 7,69 11.5D 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 1.14 16 /32.69. 150.05 156,65 i r' J EXHIBIT E:)_1 r Log j` 1 _ .=rJ 1 I � 1 © !S I Itop J 1 - EXISTING DRAINAGE AREA MAP " PRELIMINARY PLANS THIS DOCUMENT IS FOR INTERIM RENEW AND IS NOT INTENDED FOR CONSTRUCTION, BIDDING OR PERMIT PURPOSES. STEVEN R. HOMEYER, PE / 86942 DA 7E: 09/07/2010 tl Zm.1.>E 4WOV W-a w Z=oa tk N eZ IZc-- iYY�60WZ Z u Wo�XW 6t W Ka61 _Z 4 WD �[JGNnDo z XD =Zama W~do G G• IlP.I^I:l�C4i DATE: 11/16/09 HD !: 09.139 SHEET NOO CS I Bffiis / J m ' y F P k> I� 1 w 3I • —fs , IN mow ; �t'{ In,%j .` / r f'� will '1 •. �1� I 11 � fll � I 1 - I i _ ! 1 L J 7 J I -rh xto t.e9 / a ,,, um, J / / � EXHIBIT E:)-2 LEGEND DRAINAGE. AREA NUMBER- �. 0100 PROPOSED ��.,.. DRAINAGE AREA LIMITS ---xxx-- EXISTING CONTOURS —xxx— PROPOSED CONTOURS �► DIRECTION OF STORMWATER FLOW THE CONTRACTOR SHALL CON7 DIG-TE55 48 HOURS PRIOR J MININUM 48 HOURS PRIOR T COMMENCEMENT OF TI ANY � CONSTRUCTION ACTIVITIES DRAINAGE a1jE0 NO 4 7. THE TE TOPR AIN DIINFORMATION 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 WIWAt.)SGATE PHASE i AS PREPARED BY MUNICIPAL DEVELOPMENT GROUP AND DA7Eq JANUARY 3, 2006, 3. REFER TO THE EXISTING DRAINAGE AREA MAP, SHEET C$, FOR THE PROPOSED DRAINAGE AREA CALCULATIONS. TNIS DOCUMENT IS' FOR INTERIM RENEW AND IS NOT INTENDED FOR CONSTRUCTION, BIDDING OR PERMIT PURPOSES. - STEVEN R. MOMEYER, PE 1 86942 n zmomo �+ZWhW m UX I �Zd wm�=W o., f o rZ��1�aso ax OTTU4K0 80 Wlm-dS u �63®� 6 a� DRAWN: HQ DATE: 11/16/09 HQ s: 09•il9 3G�@C4 L6 s 320 Jl3 310 303 I I LIP L1: •Y , 1 , SGLE: -- - SQ1tE $ N: 1'=20' '- MA=]11' RCP � M I'.{' � Y. 1'.1' ONo�J6.43 GS -- 1 v � 11 I ¢_ 1 _. _ __ ____ ___ _______. ___— pYy.37./6 CPS __ ' ._ _... V=7.42 FPS 5f.0.7651G OIM26 T1'a 43 31' RCA OIM26 i6'a 43 ii" RCA _ _. -- —___ _ O�ypa59.3J fF5 0��3288 CFS -.— 0�60.43 CFS _ _ O�33.39 CFS __ _— __._—__ _._ --. PROPOSED -- KEEPER 100P — W&J9 FPS W7.46 FPS COIAPACTEO TO MIN 93S __ SI=0.7675 - Sf=0.6235 S10 PROCTOR pEN51TY PROPOSED GRWN PROPOSm CUIiEN TRNL ERSTMIC GRd1M0 --- __ — COYPACTW TO NIN 951< — -- — 5T0 PROCTpI DENSITY __ _ -.'_ PROPOSED GROUN '-- _ ��F y .'. _ — _ ..,-�'�^` �. �,�. Ek13RMG GROUNO �,. � �� PROP. 6' NL ___—.____ __ __. .___._—_ __— _ {7 LF OF 28 9f'MJ �' _____ — � _.__ -- --- _ _ --- 163 LO RCP Cl tll RCA PIPE J12 lF CL III RCA OF 26 9L•a43 � PIPE O Q56K SLOPE Q70 SIObE -- O Q70i SLOPE _ � _____,___ _ ____ — ___ _,_ ________ __ ___ ____T i. , __._ _._.__. _— ______ ___— �_ — m:, — � _ _ _ ___ __ _ _ --- ilk--- ------ - —�� - :�2 =I�ha3��---- - 1+oD 24oD Jroo N07E3: 1. TRENCH BACKFRI-SHALL BE INSTALLED PER GTY DETAIL D3-02 ON SHEET C22. 320 HS S10 SOS PRELIMINARY PLANS ' THIS DOCUMENT IS FOR INTERIM RE41EW AND IS NOT INTENDED FOR CONSTRUCTION, BIDDING OR PERMIT PURPOSES. STEVEN R. HOMEYER, PE * 86942 DATE: 09/07/20T0 P �00X Ua"4 Zm•oi 4°an W p m �rnZ��= u ZYnu Z_pA1,Y W`o:'e �6'_YY �W��Ou WWn`� ZZpn mp OUI Ono XD� TTZamn iWlmoo li a �a� ��a o®��9q�® �� o�m�p P�� P Q � � g ®�nyny � pp PP y LG�SIj DRAWN: HEI DATE: 11/16/09 HEI is 09.319 �GtiGC�4 MOO C�94 1 a 11 J i I It ,' tl N 1 1 �� II � 1 1 1 11 11 1 t It 1 I/ I II - I I � I I I I u I I ':II '� I <I 11. I I I I � I I 11 ..1,', I ' THE CONIRACiOR SHALL CONTACT I II �� l� � I I I � � � 11 � . 11 �� I I I I 11� �' 11 �,' I 1 I 11' 11 I d I I , DIC-TEES AT 1-800-344-8J77 A � I 11 I I I I II f �.11 I 1 1 1 I1 11 :I S I 1 1 I II,.''1 .. it I''�21 1 j i MINIMUM OF 4B HOURS PRIOR 1b ME � I 1 1 1.. `` � I I 1 I � II 1. �I � 1 1 I � 11 .. 'll t � 1 1 I � N' 1 II /j 1 I I I I- �'=_ COMMENCEMENT DF ANY 11 .I I� _ I I I I � ._ I I II. 11�._ _ � 1 I jll - II -. 1 I I I CONSTRUCTION ACDNTIES I r ---.FI '%-� I I I I r_.i _ I -�- I I I I T 1 FI � - �-1 I I I r-� � I 1 I , y-�� . ,` � I I, I , I I 1 �� , I I I ( I I li. I.. 11 I �>, I , I I , �-_:.�. � , I L, I ,.�_ itl � :11�} J 1 it r -� I --I � II: ..11 r ]2 � I 3? IP �.11 %' � 1 - 0� I l0T 22 I f ,Y / LOT 23 1 J� 21 1 � II LOT 23 1 1. LOT M III I .,I lOT%27 I .IDT 29 II .1 11 ( LOT 29 1 I i0T JO 1 -�NI III �:11 I , I IP. .N I rn II � .11 1 1 �' I .'1 .g I I I � 1 I�J-:,I 1 III t. �.,1 � 11� , III 1". �11 I ,;, 11� i..11 1 1 1 ' I I .�1 I ,� f '` 1 I r 'NI I n n ; I � I n N � ii ii i i i 1 -1--�i I n n 1 I I" n / f I �, -� �. I --- ,'. . , ; „ 1 , I It � .N ,k 1 � I �. N I � 11 .��_:,I I I � I 1 11f . 1 g 11 11 I „� I I 1 I n ��N 1 11. �. 11 I .;� 11 .: tl I i I �� ` ' --t - 7 c, ii.:1 :ii i i I i T .A i I n . 1 ii ii I � n 1. ii ; 1 ;' I ,fir._ - -T )�, � I I aT TALL: aIET A3 T A-1. 1 /'�• �. 1 Lt[-____ - I�_ L ;1- ' A ♦ _ I 1 � I I � �f . ", I � � 1CL INI RCP _r ___L______ raP-�ieRns�T -)--_ P � CL IN ROPE 1 L ,��^ a TALL INLE I 1 O 1201C SLOPE i ��"1 -}1I / T A! 3 1.391C SL 1 '', ' PR ji'LF DF r 10' CURB DAFT k 1 1 I i ; � ss ss--+ _ ss-� ss_ ss _ ss � � �y};Z 9 55 =ss - - 55 -sik 55_ � _ 1 a a Ra ss ._gL(xW11 ji459 �` - c - O 1 20i SLOPE-315.10 l..� S � r �1 .. �, . y �: � � A-!' S0. STORN N _ Met-..-s°li Y'. I .. � � - i �� .. ,i'�' 1 11LL�� _- .• _-� i RIM-31I.fi8f� _ -_ _ � i� / /� _ i� n(xvp =3Ofi.52 ( _ - � Y - - - oP 31 aF I _� --8� ' �-- - - -k - R(SE) -30&fi1 � " _I-. _ _ -, .: .._ 211 Cl IK RCP - I., ,._ /� I STA ]t 1 "LAT / '�1 � �/ TA 96 i ' �� ' SIT WS ALL: INLET Afi �!. �..y � R / 31 DNS INLET AS-32 �- 1-10' WR9 I _ 11 J2 J2}Lt 10 CUB aLET '�� ` / 1 , TOP J1fi. 31 "IY "1 - 1 70P -019.22 I . 1 F� .1 1 ( FL(NE) 3n.7 1 I I I '.YI 14 � I xE) -mslz 1 � 1 n 1,.`y,f�� I Id I YI �/ I i Id .1 YI 6 I Jfl� � �1 � 1 , IIj I 1 I � N, .dl . 11 I 'M 11 YI ,� I � �03. , Ij 1 / Lor 7 11 .�1 � IP l''11 I Id � YI I a /� 1 II : �. 1 Lot a Lora Ip -�"':N Lor 1O � '�' 1 LOT n p {� al , Lor Iz 1 ,L'or 1 I ��' yST x Ip. � � j Lori'• ,II 11'_ . TI Idl 1 II � I I Id )- .I I 1 _ 1 / Y" 1', R � �.11 1 INj�I �.�ll 4g I 1 I IT 1�'�1 1 � M � �*t � I i 1: ',k/ 11� ��1 i �, 1 /I a -:1 ' tl _ I I I I � � � ' S'1tDRM LINE A 3TA 5+24 TO 8+88 - 321 ]21 31 31C m SCALE: SCALE: u -'? - -- m n r x: 1'-20' 11 YI aA:27' RCP DIA-24' RCP __ DIA=ttl' RCP _ � ___- _ Oleo-36.13 CFS - _- Owo-19.12 fF9 Olm-t2.22 CFS __- _ _-___._ D�,,p..28.79 �S - -_ y 6 II FPS _ - OOM-37.1B CFS _-_ --_ PROPOSED 41ALL BE PROPOSED KEEPER l _�� W9.16 FPS 51-1.3761[ -PROPOSED RLL SMALL 9E - _- V-fi.09 NS S1-O.7101L - WMPAC7W TO M91 95x - 51-1.34]1G �_ - - CONPACTEO TO NIN 9 - - �-- "-- STO PROC OENSItt - -' PROPOSED GR PR GROUN EKI GROUND ' ' PR OSED KEEPER LOOP -_- EIOS NG GRgINO � _ _ - _-_- _ __-_ __.-.__ ___-___ -.- __ _ ._ __.__-- _.-___ 3 1 LF � 19' __._. 179 LF Of 2Y CL IW RCP 25S LF aF 24' CL III RCP L -� - RSLAPE - O 1.201C ROPE O 1.38E SLOPE _ O 1. 01L --__ -.-.-. � _ _ -.-�� ._� _-_ __ __ -__.--__- _ _ ___----_ <� � _-_--_.-_ -. _ `` � r � � � - � mn o-u R �me-_.. --- -- '- m n : m p -- ------ 5f24 fi+00 7+00 B+W NOTES: . 1. TRENCH BACKFILL SHALL 8E INSTALLED - PER CITY DETAIL D3-02. ON SHEET C22. 325 320 315 ]10 PRELIMINARY PLANS THIS DOCUMENT IS FOR INTERIM REVIEW ANO IS NOT INTENDED FOR CONSTRUCTION, BIDDING OR PERMIT PURPOSES. STEVEN R. HOMEYER, PE y 86942 DATE: 08/30/2010 oo>< �Ua"4 Zm•nE _4 W _o�°a Z PQ a Z��Z 1-�e- m•O Z GWF� M ®_ 0� WWE I.4Y GaeE ZEfOI ❑��xa� D 2Zdmn wl-DD 0 W O �9� ®a ®��}p}p�� 9p�,�N,B Q ��p9p 96®QCH ��QU}1}�6 P��L] IS + adQa $4'� 1� Q DRAWN: NEI GATE: IU36/09 HQ ♦: 09.119 �3CiIL�,Cs4 (��°e 69� I N I N 1 1 J - STA 7+02 LINE •A• .. INSTALL: INLET A3-- 1-10' CURB INLET - ---- TOP=316.8 _ FL(NW) =3UL --------- S It n �4 I � . 1�=--aye --_-- 41 ,.. Jt; 3,( b: 27 ( 0 1.24 u 1 I r— I 1 I T I M 9NAH Al s T / ` I um Jf •l J J14.66 •b8.52 5+--- STORM LINE "LAT A-1" 3110RM LINE "LAT A-1" SCALE: SCAlC H: 1•=20' OIA=210 RCP It. M i•=4' k 1'=4' - I I OtaY14.89 CFS 01S.J5 CFS V=6.19 FPS SI=O WB1L _ ROPOSEO DLL SHALL COMPACTED TO UN 95% _ TO PROCTOR DENSITY — PROPOSED GROUND rmsi YG GROUND I'm PRO III ps O.BO; 21• CL III RCP,_____ SLOPE — _O 1~i1b�6 ' sacK ;PxarR;t� tzaAn INSTALL I7oo RLGN14-AF MAYJ . -" T19E S HEADWALL - .. IN O 6:1 SLOPE .:.24• flCPF EK if OF 24 CL IX RCP _ (SEE SHEET 2 I I 'S• HEADWALL -- ---� FOR DETNLS} _� ��_-�- _ -0 6:1 :1 SLOPE -_ FL�32053' _ 24 322(SEE SHEET C28 FOR DETAIL) --- --_321 _- ___ FL3210.66 -- ----- -- -322- FL= sT - - ----� ---- ---323---- iik.�--szz----- ---�--91 NO7E5: 1. TRENCH BACKFlLL SHALL BE INSTALLED PER CIT' DETAIL D}-02 ON SHEET C22. 110 aoo 0+50 ,+oD Ili =r--------� F'-- . 1 i I i I EXHIBIT E.3 PRELIMINARY PLANS li THIS DOCUMENT IS FOR INTERIM RENEW AND IS NOT INTENDED FOR CONSTRUCTION, BIDDING OR PERMIT PURPOSES SIEVEN R. HOMEYER, PE / 86942 DATE: 09/07/2010 U Z 001( �mma W =p im z:0z �OJOY _ Its W~c>•O �AQmHz zy WO;oa 0•i> WaaSIX n00 � O O Zama. Iw®Du n p� S p�Q�3 ®Q IQ 9q ®� p p Q D9 C� ga d� Qom' 84 • DRAWN: HQ DATE: 11/16/09 HQ is 09-119 69 �"9 THE CONTRACTOR SHALL CONTACT DIG—TE55 AT 1—BOO—J44-8J77 A — — — — — — MINIMUM OF 48 HOURS PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACRNRES ')111 O T INSTALL: SOMN 111 J 1-5' S0. STORMM=30 MN RIM=3WA5 - / FL(N) =305.74 l Y.i tk; III 4 I YRR x //1 26 %X43'Yi K 45 WYE ): - % / FL 305.70 1 ` 1 i e6P.541 AIR I� - --_ _. 1 NSTAW 1—TYPE 6 I 2 PIPE HOWL j „ LOT 4 I I 32 315 310 305 _ , I 1 I I T OSTALL: INLET B] I ' I LOT 2 ; I i-f0' CIRlB INLET L(SE)-307.79 L____ _ __LI.�__ _ _ — - ]1 CL INF ------O OESxSj( M1i2r1-r----_Zc___ I9 I I A 0+ N LAT 8-1' I INSTALL INLE • � _ t-V SO. ORATE INLET W/ LOT I , S F p I O 0.5 — RIM=309.58 R�R =36' SWj =306.11 /. - N wai IN =306.3 .J{ -w. TA 0+00 LINETAL "UNIT B-Y-w— _ INSTALL: SDMH R � I 1-{' So, STDRM M 1 Now IT L i I .'I.,- I fl(NE) =306.71 FL( 1117 NRNIFl(E) 1 7.24 LOT 3 LOT 2 I I I LOT I I I I 1 STORM LINE R IN T 8-20 ':.:� INSTALL• INLE 82 I_f0' WR8 INLET TOP=311.70 I ss'Ism IN I I F T I 31s i x X; I 1 •t. ��` '-"',I �. J LOT 2f ;IN 310 TB ^CL RRCP `` 312--t-------J e La x sl.or¢ T � IN 1. -- -- 305 RR Nil 300 IIIIIIIIIIIIR II 11 �ZI LOT i _,.; ILRRUD�T 2 I scALe 0 _ sGA1E RCAOA:]p•RCPOIA=30• RCP DIA=18• RCP Q=R Cis Olyp-28.53 CFS - plpp.7.19 CFS 9!7 _.. Ty=JS.B2CFS -___ OTu-31.42 CFs —. - Ol,.,.-11.38 CFS W7.02 F1'S V=S.BI FPS V={.0] iPs s1-0.702% Sf-0.4B1x Sf=0.406xIIIIP — PROPOSED SELECT FILL PROPOSED GRONN ROPOSEO FRI. SHALL BE BENEATH THIS ROAD SECTIONI _— COMPACTED TO MIN 95x ALL HAVE API LESS THAN.EXISTING -SHALL — STO PROC Oil OR EWAL TO lIZ PROPOSED ORWN PROPOSED KEEFER LOOP EXISTING GROUN — le 84 C OF 26 0 N RCA O 0.50x SLOPE 43 PIPE 58 if OF ]0• CL IN RCP O 0.65x SLOPE_ 123 LF OF 30• 0 0.5 'm CL IN RCP SLOPE 106 LF of 18• CL III RCP O 1.00x SLOPErIfl --.- - -_ - • � ROP6Ric -- m P x z x .-- �Wm m� FA__ <' FN�r:• 4WNx «41 _<<.'Q-1 �IN �C-fin N42u"i oi? 1 _ +00 1+00 2+00 3+00 NOTES: 1. TRENCH BACKFILL SHALL BE INSTALLED PER CITY DETAIL D3-02 ON SHEET C22. SCALE SCALE _ DIA-24• RCP O M. 1•-20' M 1•={' Oletl`21.74 Q3 M 1'={• ---- — Qur21.92 CIS 1 I _ Vil FPS sfmo.eesx SNALL a =01�11472CFS Pfl0PO5ED OR PROPOSED Fl PAC1ED TO §TD Mel 95x EIUS PNOCTOR DEN9tt Nor Nor In N $i AN FL=30530 ]BVOF 24• a F2ONO III RCP 31 LF OF 21 _ O SLOPE CL N RCP _— =—O 0.65x pPE _- -- - -- - a ��---m:mR� DR RRIl FIR az-� - ++3&'iF o3o^R g� —+3'''^E i lar. r.�_—_ - iiPz ggl �K G 44w O+OD 0+50 120 321 S15 315 !10 310 b5 JD' STORM LWE "LAT B-1' fib SCALE � SCALE N: 1•=20' DIAL RCP mll CIS QIAi-60s CFS -- Vp336 FPS S)-aJIBx — PROPOSED DROUNDill EWSRNG CIdWNO --- 20 lF OF III N RCP --- O O.S0x SLOPE SSI —5 mom -- — ' S=� . m M�a�y{R�m-- — 3 3�- _ 1wLNi�i_ ;gF2 �n IGY�. �. z 1 WZC 4 !20 !15 S10 b5 EXHIBIT aR ooK aUpOr ZOO6F ST0R1[ LINE -LAP B-2' 40DI3 W—Apo 0+50 N +0(i PRELIMINARY PLANS DMWN. HQ THIS DOCUMENT IS FOR INTERIM DATE: 11/16/09 RENEW AND IS NOT INTENDED FOR HE t: 09-119 CONSTRUCTION, BIDDING OR PERMIT STEVEN R. HOMEYER, PE / 86942, �nM��l ITS DATE: 09/07/2010 C�9C� RMSL 1. THE DETENTION POND BILL BE PRNATELY OWNED AND MAINTAINED BY THE WILLUMSGATE SUBDIVISKIN HOMEOWNER'S ASSOCIATION, 2. THE EXISTING OUTLET STRUCTURE WILL BE MOODIE) AS PART OF THIS PROJECT. SEE SHEET CIZI FOR DETAILS I THE EXISTING DETENTION POND WALL HDGHT SHALL BE INCREASED BY INSTALLING A Coo"x/B" CONCRETE BLOCK CAP WITH MORTAR ON TOP OF THE DETENTION POND WALL 4. THE CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL EXISTING ROCK RIP RAP WITHIN THE LIMITS OF THE DUSTING DETENTION FACILITY PRIOR TO THE COMMENCEMENT OF GRADING ACTIVITIES 5. THE EXISTING AND PROPOSED RETAINING WALLS SHALL BE STAINED ABROWN COLOR APPROVED BY THE OWNER. EXISTING CONCRETE APRON TO REMNN�, . .� For �.: 4_. Fd ¢� 1 A PROP. TVI= 307.55 X. I THE TOP OF THE EXISTING OUTLET STRUCTURE Q 20 40 WTTW THE LIMITS OF THE DETENTION FACILITY EX. TP=304.25. MP=VMQYT CUAtt xNPTINw AQ TNF 1� m3o1;37 S ft v v v y y *,� USE CAUTION 1 x AROUND EXISTING \ .A ` �\\\\. Q _ SEWER LINE X� / EXTW ]. //PROF. lVl= 307.55 . =3000 J j/r/ T/If B PROPOSED JFF/ t DETENTION POND PROP. TW= 30i / 100-1A W.SE.= 305.59 ' Rrj s.s y \, w 1 i I '/ % PROP. T307.55 NG ( PROP. NG=B307.55 // j�\"J o I NG=307.55 I ' PROPOSED a' I,, \ \ '. CONCRETE FWME \ �� J OSSLOPE (i THEEEE DETER ', w THIS SHEET) R w Y / `w - A IF 14 IFFlow 6 li: `w LEGEND aA!A: IRON ROD FOUND IRS IRON ROD SET Re CUT X IN CONCRETE F.GP. FENCE CORNER POST ASPHALT (T� TELEPHONE MANHOLE 0 POWER POLE LIGHT POLE WATER VALVE ®SSMH SANITARY SEWER MANHOLE b FIRE HYDRANT ow WATER METER REMOVE E / � \ PROP. ITV= 307.55 / X. RUMS � \ \-AND REPLACE WTH 4' CONCRETE FLUME 1 \��. \ 7P=307.55 /O °sox SLOPE j. (SEE DETAIL \ THIS SHEET) 1IF I / i K. MM=307.52 r-7P=304.61 � jJJ \ � In �♦ TT 1 ( x 6`• \ .E%. TPd305.GO ar SS' -_EXIS'IWO 305-5 1 / ` HEADWA TO RENEWN w ¢ IF /J T V THE CONTRACTOR SHALL CONTACT CCC OIG-TESS AT 1-8°0-344-8377 A !V } ' �� MINIMUM OF 48 HOURS PRIOR TO THE COMMENCECONSTRUCTION ACP47 V1 ANY F v XL w \ PROPOSED DETENTION WALL TOP OF CONCRETE BLOCK=307.55 TOP OF WALL=3D7.00 li IJ MIN. 6"(H)XTO"(W)x18"(L) CONCRETE BLOCK CAP MORTARED ON TOP OF PROPOSED DETENTION WALL --VARIE 100-YR WSE=306.59 SEE RETAINING WALL DETAIL B" PROPOSED ON SHEET C12.1 S W V SLOPE VARI PROPOSED DETENTION WALL, TOP OF CONCRETE BLOCK=307.55 TOP OF WALLA+307.00 rc MIN. 6"(CAP MORTARED CONCRETE on BLOCK CAP MORTARED ON TOP L a EXISTING DETENTION WALLL �� ' •� 100-YR WSE=306.59 1 ARIES-=I EXISTING DETENTION - WALL .SLOP SLOP AV fFEMS VARIES FF �l�llTlhll/lll lIl ll/ll SECTION C—c/ll �')Il��,�lll EXISTING WALL NOT 2U SCALE ]600 PSI CDNt. O 28 DAYS W/ /4 BARS O IF T{= PRELIMINARY PLANS THIS DOCUMENT IS FOR INTERIM REVIEW AND IS NOT INTENDED FOR CONSTRUCTION, BIDDING OR PERMIT PURPOSES. STEVEN R. 071201 R, PE )j' 86942 DATE: 09/07/2070 e Zm•oi T 40eV i Wo DId ZMAu 62_ JJ F( a �1 W�6m;ZM mjxM=M RW Z�n®p S�EIER K_T OI LJ4�e� DRAWN: HQ DATE: 11/i6/09 HQ t: 09-119 SHEET NO: C1 EXHIBIT F"2 On I I A d T , �r' p ©� A N d - � r f \ p Y !� It Z IF, LL I I I I p p I 20 40 4® � I EXISTING WEIR OPENING 6'-70 ii" EX. EL= 306.92 F-� EL= 306,60 EX. EL= 306,92 EL= 306.60 ALL WALLS 1 I 04 BARS O 12" O.C.E.W. I I 8'-10` 1 1 - ,1HVPrr — �' GI�� 4000 PSI CONC. O 28 DAYS W/ N4 BARS O 12" O.C.E.W. OUTLET STRUCTLIR CTION NOT 70 SCALE A -A 3/4" CHAMFER g^ BOTH SIDES 2" 14 BARS O 12" O.C.E.W. (BOTH MATS) INSTALL KEYWAY FOR PERMISSIBLE CONSTRUCTION JOINT P120 /4 BARS O 12" O.C.E.W. (BOTH MATS) 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 NOR TO SCALE 1' XISTING WEIR WALL �3 EL_ 306,92 EL= 306.60 ' • ' . .CONTRACTOR SHALL ALL WALLS -DOWEL tk EPDXY /4 x K4 BARS O 12" 24" SMOOTH BARS ON O.CE.W.• 12" CENTERS ALONG A: Y ALL EXISTING TO FL= 304.39 �PROPOSEO CONCRETE 1• .. &OINTS FL= 304.37 _ INSTALL KEYWAY FOR PERMISSIBLE �j B. f` CONSTRUCTION JOINT 4000�. PSI CO( N`C. O 26 DAYS W/ /4 BARS O 12" O.C.E.W. OUTLET STRUCTURE SECTION B-B - -- -- NOT 70 SCALE PROPOSED DEVELOPED LOT DRADQAGE SCALE: 1"=20' CTI PRELIMINARY PLANS hll5 DOCUMENT IS FOR INTERIM RENEW C77 IS NOT INTENDED FOR CONSTRUON, BIDDING OR PERMIT PURPOSES. 57EVEN L HOMEYER, PE p 86942 DATE: 09/07/2010 00 UaiS� Zm'mu W o ae =Z OZ �ZMsit Lw Z�Jpz da z Wm O19 o.` Wana: so OZf.*I U1 4aow wl 2zdaa WFDe 6 ;1iTss;lacla� oATe: iui6fo9 HE[i: 09.139 SHEET NO C1<.i THE MODIFIED RATIONAL METHOD WAS USED TO CALCULATE DETENTION STORAGE VOLUMES. C(prop) = 0,57 A = 19.63 ACRES lc = 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 2-=YEAR DETENTION S70RAGE CAWULA770M 5-YEAR DETEN71O11' STORAGE ICAICEn ATRINS - 10-YEAR-DETENTION STORAGE CALCEMA77ONS e^SAW RATS = 6E:72 CPS RP72AS9 AM = SCIO CPS RST8.t9t RAIL = 7L96 CM PMATW (mh) NTN9TY (hM) PEAK qn (eh) PFAN Oeul (ch) If1RDW (e0 WT10N (cf) STPtA4F (c9 OWATON (mm) NTN9tt (nM) PENT OF (ch) PFAN 0w1 (ch) NRO'A (c9 WT1AK (e6 STAAGE (col PMATW (mM) N1FN9tt OnM) PEAK Oh (Pn) PEM( Owl (ch) MfLOR (c9 WT (e6 SIORAM (P6 5 8.22 92.67 5272 27.802 23,724 4.078 5 9.85 111.02 64,10 33,305 28,847 4,457 5 10.98 123.74 71,95 37023 32,379 4,745 10 6.33 71.29 52.72 4Z776 31,632 11,144 10 7,69 86.69 64,10 5ZO14 38,463 11551, 10 8.63 97,30 71.95 5803B1 43,171 15,2IO 15 5.19 58.51 52,72 52,600 39,540 13021 15 6.38 71,85 64,10 64,662 48,079 16,583 15 7,19 91.07 71.95 729961 53,964 IIIA97 20 4,43 49.93 52,72 59,919 47,447 12,472 20 5.48 61.75 64.10 74JOI 57,694 16,407 20 6,21 69.97 71.95 83,967 64,757 19,209 25 3,88 43,74 52.72 650609 55,355 10,254 25 4.83 54.39 64.10 81,588 67,31D 14,278 25 5,49 61.85 71.95 9Z780 75,550 17,230 30 3.46 39.04 52.72 70,269 63,263 7,005 30 4.33 48.77 64.10 87,888 76,926 10,851 30 4,94 55.62 71.95 100,124 86,343 130781 40 2.87 32.34 52.72 77,6ll 79,079 0 40 3.61 40.68 64.10 97,634 96,157 1,476 40 4.41 46.64 7L95 1/1,934 107,928 4,D06 50 2.46 27.76 52.72 83,290 94,895 0 50 3.12 35.11 64,10 105,341 115,389 0 50 3.59 40.42 71.95 121,270 129,514 0 60 2.17 24.42 52.72 87,922 1104711 0 60 2.75 31.02 64.10 1111681 134,620 0 60 3.18 35.84 71.95 129eOI6 151,100 O 120 1.30 14.67 52.72 105,613 205m6O6 0 120 1.68 18.93 64.10 1360313 250,009 0 120 1.97 22,18 71.95 159,665 280,614 O ISO 0.95 10,76 52.72 116,2ll 300,5D0 0 100 1.24 14,01 64.10 1,515,356 365,397 '0 ISO 1.47 16.55 71.95 178,786 410,128 0 360 .0.56 6.26 52.72 135.262 585.185 0 360 0.73 8.28 64,10 178,853 711,563 0 360 0.88 9.93 71,95 214w404 79BA70 0 25-YEAR DETENTTON STORAGE CALCULATIONS 50-YEAR DETENTION STORAGE CALCULATIONS IOO-YEAR DETENTION STORAGE CALCULATIONS RIVI RATS = 6CR) CPS SX RATS = 02.80 CPS xR RATS = 91 C73 WRATON (mY,) wrvm 1Y (nM) PEAK ft (ch) PEAK Owl (ch) MFLOW (c6 WTEOW (co ST%fACE (c) "AVON (min) INI1N9tt MM) /FAN Oln (eh) RI Ow! (en) W I<p WTLOW (c0 STxP4E (c9 dMATW (m%) MT119tt (FM) PEAK Pn (ch) PGK Owl (en) ldt (c0 au r (c6 STORAGE Ice) 5 12,51 140.93 82.16 42,279 36,980 5,299 5 14,10 158.86 92.89 47,657 41,802 5,855 5 .14.76 166.33 96.99 49.899 43.646 6,254 10 9,86 111.13 82.18 66,677 49,306 17,371 10 11.15 125.62 92,89 75,373 55,737 1%636 10 11.64 131.16 96.99 78,696 58,194 20,SD2 15 8.23 92.79 82.18 83,508 61,633 219876 15 9,33 105.11 92.89 94,603 69,671 24,932 15 9.73 109.67 96.99 98.704 72.743 25.961 20 7,12 80.23 82,18 96,272 73,959 22,3-1 20 8.08 91.04 92,89 1091 83,605 25,647 20 8.43 95.00 96.99' 114*001 879291 26,710 25 6.30 71,02 82,18 106,532 86,286 20,246 25 7.15 80.71 92.89 121,071 97,539 23,532 25 7.48 84.26 96.99 126,395 101,840 24,555 30 5,67 63.95 82,18 1150108 98,612 16,496 30 6.46 72.77 92,89 130,982 111,473 19,509- 30 6.75 76.02 96.99 136,831 1160389 20,442 40 4.77 53.73 82,18 128e954 123,265 5,688 40 5,44 61.27 92.89 147,042 139,342 7,700 40 5.69 64.10 96.99 153,836 145,486 8,350 50 4.14 46.65 82,18 139*945 147,918 0 50 4.73 53.28 92,89 159,845 1679210 0 50 4.95 55.83 96.99 167,483 174,583 0 60 3,68 41.42 82,18 149,095 172,571 0 60 4,20 47.37 92A9 170,538 195,078 0 60 4.41 49.71 96.99 178,947 203,680 0 120 2,29 25.77 82,19 185,563 320,489 0 120 2.63 29.65 92.89 213,455 362,288 0 120 2.78 31,32 96.99 225,539 378,263 0 ISO 1,71 19.31 82,18 208.502 468.408 0 ISO 1,98 22,28 92,89 240,671 529,498 0 ISO 2.10 23,33 96.99 225,530 5520845 0 360 1,03 11.65 82.18 251,554 912,162 0 360 1.20 13.52 92.89 292.123 1,031,128 0 360 1.29 14.49 96.99 312,995 1.076,594 0 S YR 306.05 1.BB 16,583 16,583 10 YR 306.17 1.80 19,209 19,209 25 YR 306.31 1.94 22,313 22.J13 50 YR 306.46 2.09 25,647 25,647 306,50 2.13 26,538 100 YR 306,51 2,14 26,710 26,710 307,00 2.63 37,887 307.50. 3,13 49,596 WEIR DISCHARGE CALCULATIONS O=Cxlx hL° L= 8.833' (8'-10'), C=J.33 INVERT= 304.37 FLOW RATES BASED STORAGE DEPTHS BASED ON STORAGE DEPTHS N ALLOWABLE DISCHARGf STORM ALLOWABLE STAGE WEIR SOLVE STAGE EVENT DISCHARGE (FT) DISCHARGE FOR 'h' (FT) (CFS) (CFS) (FT) 2-YR 52,72 305,82 51,36 1,48 305.85 5-YR 6430 306,05 64,05 1.55 306.05 10-YR 71,95 306.17 71.03 1,82 306.19 25-YR 82.18 306,31 79,48 1,98 306.35 O0 YR 92.89 306,46 88.87 2.15 306.52 100-YR 96.99 306.51 92.08306.59 E%ISTING TOP=306.92 OUTLET CONTROL STRUCTURE NOT TO SCALE EXHIBIT H DETENTION CALCULATIONS 100- YR STORM EVENT PRE -DEVELOPED FLOW RATE 117,85 CFS TO NORTH FROM WILUAMSGATE A BUENA VIDA SUBDIVISION PRE -DEVELOPED FLOW RATE 5,24 CFS TO ROCK PRAIRIE R.O.W. FROM BUENA VIDA SUBDIVISION POST -DEVELOPED FREE -FLOW 4.62 CFS TO ROCK PRAIRIE R.O.W. FROM BUENA VIDA SUBDIVISION POST -DEVELOPED FREE -FLOW 17,41 CFS FROM WILLIAMSGATE SUBDIVISION TO NORTH POST -DEVELOPED FREE -FLOW 3.45 CFS FROM BUENA VIDA SUBDIVISION TO NORTH 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 CONSTRUCRON, BIDDING OR PERMIT PURPOSES. STEVEN R. HOMEYER, PE f 86942 DA 7E 09/07/2010 n� P LLvanL Zm'01 4RP W o�° ��ZMN ZD�^ P W��W �W" 0 WW'4 Kpa Zyae oUi 4A0 XD =zdma IiIFOP DMWN: HQ DATE: 11/36(09 HQ F: 09-119 ISNEETI C13 EXHIBIT G ' abs ' RoRak AL I TM MAX tXS MARIENYESTORS LTO. RAWS aRcmum °EA Ilelf ORS P MARIE INIE6IOR., TO) M1Q{4' MAW ONE 0 TaeBid THREE iE.a vN `\ I LOT a LOT v LOT a LOT 6 LOT t0 LOT IT LOT u \° F LOT lO LOT L4 LOT u LOT I ` A. Or � yam,C�.�____ __ ______ IN sm LDT sRY c t.. caAuREuox f"�a"sE'sLxAallvTF.:xa �r..:yT. KEEFER LOOP ' u (50' RIGHT-Mall. ACCESS; Em4E]ihuit Ago -- 0.1�AC LOT I I LOT z LOT S I LOT AT LOTS rLOT sn II _ -a__I LOT e) <�I LOT e I LOT 9 wrnxc ASDARamm R Lux wl II I III LOT _ 12 MAX I I� i LOTxlaD: iauR ti 5 an4a• E _ I 6'sE sv.c II — I I I I I 1 I 6.� n �I II �1 1 �. 1 I° .Lain j a < I II .. f 1 lors LDro L�-E 1 I Loris I� - / I E"k I 1 LOT2 I ... ..: - .q 14a Aell nWs� h0'sEl� YEWs�-) 7sasi T T / /I. I i x NORu Ar1 in Ac l A .IaE Ac al al w� / , o.:sO Ac e 00 9m b I II i IUAL I I \ I U I I 1 a � _IJ Inr 10 1 E. I LOT a LOT QawT v , �x a€a / sso 1 I "- - _ 0.71 cxnarm0 euquFr*°t[:Our. As n wpuax0 T REA'*6r�1E xwDIXCS, V LEGEND IRON ROD FOUND IRS IRON ROD SET CUT X IN CONCRETE Fcr. FENCE CORNER POST ASPHALT ® TELEPHONE MANHOLE POWER POLE LIGHT POLE WATER VALVE ®5N SANITARY SEWER MANHOLE b FIRE HYDRANT ®NM WATER METER THIS DOCUMENT IS FOR INTERIM REVIEW AND IS NOT INTENDED FOR CONSTRUCTION, BIDDING OR PERMIT PURPOSES. SIEVEN R. HOMEYER, PE f 86942 P N O0X Zm.oF faz W _o as Zy�yIPC �pJ�W Z(F>p0 WW ZDC =WW W W1 n LLN„F mo Zy•ox O��I H0 3 Zdmn =w�DP 0. P o®a �O��p 9� 0 PO�o PQ�Q� G� N� b d0 9 O DRAWN: HEI DATE: it/16/09 HEI is 09-119 @G')t 19@4 MOO ° GRADING LEGEND tRF IRON ROD FOUND ZRS IRON ROD SET x CUT X IN CONCRETE F..CP. FENCE CORNER POST ASPHALT (D TELEPHONE MANHOLE 0 POWER POLE LIGHT POLE T WATER VALVE ®SSMN SANITARY SEWER MANHOLE � FIRE HYDRANT ow WATER METER T.G TOP OF CURB G GUTTER 2P. TOP OF PAVEMENT J. FINISHED FLOOR A!G NATURAL GROUND EXISTING CONTOURS PROPOSED CONTOURS NG=312.00 NG=311.33 1 NG=310.95 NG=310.32 Q(loo)-4.97 CFS DEPTH=O,SS S=2.OR c=0.03 Q(CAPO D=1.01)=18.93 CFS SECTION A -A NOT.TO SCALE ILOT UNE NG=314.35 NG=315.00 a, pill III �11 � I Q(ioo)=3.bO CFS DEPTH=0.35' NG=3 Sell rel Q(CAPO D=0.66)=17.67 CFS SECTION B-B "Al TO SCALE �FF 311 Tr = if G=31f0 � � 3T ell . ao C: 8.33 C=306061 It= 1 / Np=M Z7 -- ff= I 171275 1�I ya' 313.75 r ( 1 NG=314 e jr \ a -1 r FF .t _ 3t5.5Q 7'- rr=31 1400 T 3 6.70 3115F. 1' Q�7g J Y ` 316.20 BW=113.64 1 ..,�_ � ( I 316.15' <W .1 ♦ tl C=315 C Fk�311 21 f I Gesell 50,` V � n• S SH T 1 ♦i ` FOR DGRAONDC �- - ♦v I ' LOT a ' LOT 10 LOT 11 f LOT 12 LOT 13 / \` I wrs i wan 1 z I I_-mTs - wr LOT +. LOT 15 LOT 16 � m mew 7� _ _ _ _ a^*�a.�.W- - KEEPER LOOP _ - - THE CONTRACTOR SHALL CONTACT _ DIG-iESS AT 1-800-J44-8377 A ei T ',•£T .II'^ \„ �> (50• RIGHT-OF-WAY) MINIMUM OF 48 NWRS PRIOR TO THE .v.;s;r COMMENCEMENT TI ANY 1 -,z _ CONSTRUCTION ACRNTIES v Jeer pod Jill D9. T1 306.55 �_ �____ I ____ __ 1 LOTS WTI ' Loi z i LOT 3 ' wi 4 Lots ' Loa a i Lars I I I 1 / I 1--1 I EX. NG=309.54 Jill wnot>7vau 41 l l s wT 12 LOT I I ¢ I ' EX. NG=309.81 =30 .49 G=J09.t8 - Pin roars - ♦� a =..vs I� n 4'39* E __ suveirEIF --- I 1 I _ r- ") III- /� I G 1 /� _ �'` l EX. NCwl 11 1 i -.: / I G=319,.'�4 i'.. .y1 _, T _ sFo FFe jl' ff= FF='1 I FF 1 Fk=� I FF= 1. fF= 312751 I'E 135 314.3q 31A301.' 316. ( J16.65 .. S1B.05 319001 / ) I v I,1I z I > 31 z " --L r =19.♦1 ). �1 i LOT 10 i 1�.. I. i LOT 3 8 I i J I I >SI #€m04 d - �c= . i I Y.. NG=322.F8 1 E 1 313. y - ': 3z1 7s �. 1:� � �j�z .3 I 6'i` 3 `fin` ,{ / '(y i I 1 y y I lyzal� I' _ fors i y( G 33eele138I __ I I // LOT 7 1 LOTn =3192 G=3198 1 1 I-- / G=3 . '1 1 G�1 NG=32j. U G�3 G:323 •1Y// =32 4 51 1 1 _ III Ill _ .' _ I ) I f Y �I S/ G-324.8 6 µ '_E _ -� III r }• -/ I I �1 �i I fF= / Ssa9TN'E - -_ ___ 2 I 324,55 -s.xT- --_ o„X jG-32S47 FF Ff= 1 = i OF= I 1 _�__ 7 - G=318.7 1 -i FF- '5It /FF FF= 318.50 318.75 7= 716 75 317,76 t. THE CONTRACTOR SHALL MAINTAIN EXISTING PERIMETER FENgNG AT ALL TIMES. 2. THE DETENTION FACILITY FOR WILl1AMGATE SUBDIVISION PHASE I k BUENA VIOA SUBDIVISION SHAH H OWNED AND MAINTAINED BY THE IMWLOTS 1 10 & SUBDIV16-27, BLOIONCK PHASE I N.O.A. 3. FOR LOTS PROPOSED @ 16-27, BLOC% 4, BUENA VIDA Y JUNE SUBDIVISION, THE PROPOSED SWALE ALONG THE REAR PROPERTY UNE SHALL BE MAINTAINED BY THE INDIVIDUAL LOT OWNERS. 4, INSTALLATION OF A -FENCE SHALL NOT ENCROACH INTO THE PROPOSED DRAINAGE EASEMENTS OR IMPEDE FLOW. 32).'75 3EE7 .- 23, 24 I II / II III 'TP�32157 -- -- w a•4nt6• w fal.fx• '- 1P=aza.9s TP=323.92 a� FJ -1 ( Flew R 1 326.50 �. 1326.21 �= 326 50 328.50 I ; AI Jy II L. --J - G=32ti.201 G=326 G=J26.5 1 -� 32tt X. NG=324.47 ez.n o avo T rE.1jl� mxcs. w 7. PRELIMINARY PLANS THIS DOCUMENT IS FOR INTERIM REVIEW AND IS NOT INTENDED FOR CONSTRUCTION, BIDDING OR PERMIT PURPOSES. S7EVEN R. HOMEYER, PE / 416942 DATE: 09/07/2010 P �/ N I.i.U<� Zm•so W_(;m$eD Pp `} ZF0 / ZQJnZ fJ:- W-�® m 2 mApu O.4 WKpal oZf�Px ul 4N:0 XD TZ6ma O0 LL DRAWN: HQ GATE: 13/16/09 HQ R: 09-119 SHEET C 3, Ic- 1 lit lid �` iS , �y>r.-_ _ �w��•—=�. '��=�+r ��r �- i IIII1 ICONSTRUCIION ACT th A r-:=-►-- r--r-- I N u ® w o rj IM�� c�Ir I,'SG� --„�� ®�' Ir �r� Z w Z p A Oil il rj�A lit rL i f n INSTALL 425 ti' OF SILT FENCE AS SHOWN I FINpWaaEAS. p7w nuao T vIISAX Haz *RM PRELIMINARY PLANS DRAWN: HQ THIS DOCUMENT IS FOR INTERIM DATE: 31/i6/09 REVIEW AND IS NOT INTENDED FOR HQ s: 09419 CONSTRUCTION, BIDDING OR PERMIT PURPOSES. STEVEN R. 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O '^ m �' v m °' A d tj i N RI. mN WQ n � m dz O N y 8 Z N W flu Are Sp al Designs Planned? `' v�y ` -' 3/D'D °7 N ° D = o 2 o �$� m A NOm° �(° cm>w ammf � irz�\�m D �D j b~ m s� 01�m3c ° m mm °N I L m ofDiu� G.O atD, a d I 1 n� QN 'Q c I 'p .. qVINNO ° O00, y wpm i► '7 0 coS O py� Z v^' N ..y ° D xO°cow 7ON wORION a Y S A wqAN O w0 Ci p -°w Gam— 6 cr N a C G (� ' 1dimmom ..(A•,. :n►:. I3 .. c o 'woo Aar m m w Nee`f�` v (a o „� w j% ` ° F roMike V ,o o w 3 i ,� I w' fl �v n `I w n Neee,m u+ ao 3 o c I imem A 4 m N m V o, °• NO m s y 0 iW in NNN X< O N ep S a O j ? c @ ui to 3 cci o 'o' �= w a v CL Neel 3 �'n > > w ° tfs ID g 3 ♦^ D :� c g a G N O O N Y' n y no n N 'O O C N O � �' , Neel m c OWN � CD so o _Z 3 a co S CD CD w N y ? N 3 0 0 n a �s N phi °w C S < NotO w m ' W c �• N it N N A o m d ei m m m m ° momew vNet1 N m -r d 3 3 m t� a Neel,W lD N 0 (� w ° ip a is a p,mo w y v � o D v m ° N 3 co a w ° A J CD90 cmi � � m Are streets with curb n �' ' = 0 — Are r a ode ditches used? ° SS and gutter us ? ZtNo .ems o O a511' - 'p No as Yes Co ; Z 1ppD m t _ _ _ 8 M J D l� �!U ryp O 40 .a m jze, s I<° 2 CD s w a. a 0 °F 0 �� a z� m� o °o wa o a� m ::.o, 'm� a am sa 3 p 0 c a (D m m � w v y � =r n w m { 3� z z { e (m o I 1 so; n..m pot: m O Ol 'OOm; x 0 m� a„c ti .3- G w. m w c m m o e a C40. to tD mo m° c co m,' �(D �. .. Cr 0 00 J C CD ® 0 m p w m m= a 7 C @ 6 S D m° t�^D N ° (D m I to a em �m Z W m � D-i f m m Cr i m A m m tD 3 Clv ... Ca C .'. mm C m H m m m gm ID 3 m� rn m = c 02 � I. o n � fD a D� � c O d Im O. O n m N 7 N w H N N 3 .. o y 'O ° .°°.. c n. Q to W A A W a W D n z O Is storm drain sy tem used? Are streets with curb and gutter used? � 3 m a --�0 (continued) = �a d> wM c> O i m K `OG I NUMNS O O C C >> O1 7 > > �Np= to y f� j 8' N y tp �i N N CD O W Otto,W � y Q o N a ID �_3 COD (� o3 > o- ; Ww OW I ,s •Z N w � Pr ` 2 awC 111_ f^G m9d • ° 2 O t•Zm O p(N�� "DW f�7� w .dwi. ilt ?t 3 N N w .�_°. V00) V O y. o�Di CL ( rd I ° Mon xQa fp W2 a ^y 3 a �� a = NMI o c I o; zCr t7 x Mal 1 ° 1 In I ID m °'' C QL o � Z a LA a rye _ SC 8 g M a v1 all O <� NQ oof 03= o fD O y ° opt � � w c 3 3 M� J x fa N 'f7 ofDi m3 c moo �' I o ._► m N am ° gFN m F $ uC V n. on, mf yO !I c n' B 0. < I o m Opp, Z m zv 0, m » •w < Qw o0 o mo < w �. <� a m ^yr C'). a j m qa Opp) �a da Ca MA 0 a a -� O '° °f O NCL D » Iv vj _� c m o• " ro as 2 Z ow "D o (� N a o iJ+ $� N qpoml•E°s� �� N .O. co 0 �'° m$ >> rn� p � rcC? d me Am °a a , o CD�. H F m �• �, o m Pr� 7 0CD m 0 N CO •J a O (D _ IN'n m 2 S w W a Are z� o mim Sd y 0 � (D Jo f9 N d an _ Tr "4k :) 00 X 3 V �M 0 used to drain streets? No _ Yes � o Storm drain system (continued) was ? (on separate sheet provide same info. for more instances) O 41 Outfali(s) 2 m a 7 on w y �1v 30 C w II a 0 (( m m V' m Cf �GJ Ito 0 .. Q C& g o � ' Cl m 0 a� a T w C•mw 3 c m d Now 3 t13 o o .m a :gyp,,, Amon �MIN �= �' a w0 e= Nook Q N a w w m cc a $ a, 9 r ` aOtto n S y Ono4� 0 CO z o :: c iJQ{•aomm,'° m V1 o r° o Vt m 2 2 K` Are swale/conduit combinations used in lieu of open channels? No m fix Yes _ (on separate sheet provide same information for any additional instances) Roadside Ditches Omotto A IMom, O 10 CD on �y O m m 0 y.p 0 �mN �DDyD dmm GS ^ y so NN �� m y y 3I m 7 y m C OI > Q y �O X i a t7 fmt p m ro e=i T K a 'O m m m m y 3C 8d N O rA m O�Nw CO m, y .. off a fC or ° P a zm v w 9. c o d. a ? Cr a� N A cr m y m m m o no a 3w ° P ° m Q m m om S o m is^ cd m �' Cr m ym� y m o xIa ° K m ? ° m loopm v° Z m m E o H o 3 c 3 m D m m"PI a � i T'� o' v a rC .' Y f'N O in 3 food m W 11J c° s? 9 '3 d m , �; 3 t v ri a o a A a O n 3 o c o o m 3 w m m o°� a H n O S 9 o m A n � �� • g m m w �' 0 0 o m y n O O Wool a o n ma ? as Pitm o m amyZ . �. 0 Ca m+ m i c ° y 3 a J c v o M w c '.3 c� v 4 Co x of N K w X a m l M CD Cr < N m m a m r}� d 3 'O Oi H O .m. y m A y m �1 m m t0 N m{fail m ° a 3 S m d L' o o, y m n m m m 3m ° 9. 34 ��o?m 0 1 m ii a' c N ro » 0 a 3 od ? v3,00 y S m, o w 3I d 00 �o m o c m a 3 c o m m H 3 off"e a 3 ' c 3 ~'c m 0o ( I I r � g y c. N m ° v �C { S 3• c. c Stiff `'9 3_ H a 3 N 0 X C Y m y r. `R m 3 I I m ° c 0 o z rn 0 � m Chan I improvements proposed? No Explain Will swales without buded�it receive runoff from F A _Yes public ROW or easements? No _Yes. Explain O t m wyaam mat c� 3901 m 0 0 > 6O. 7 m W N `ENO NO'y �CL%0 w yw w'O w - def N d Ip O w Oovow w w Q < y n 3'� dA m mw O a MCL a w Qom $® '�' w wm �w o_ a �,S m ci c A w Cr 3 W O' w w ri a o ��o'+ aw a •� fo �c �@ tid 3� 3 m F m o !u J O Di d O y O 7 �. .d.. O I I R 6 w d O N w d O �yd w yOj S o d j m a w w o a V a Z:. a; ; 0) coo y 3 N A O. d q 7 owi I N O .d. .O, O wI y d$ 7 N { m N d c �m� w a3 it (0 7 •J O 'O y I! a a .O s t0 C V ib % a y X 0 goggg%W �p C N '-a6 A 7 a rO,'1 9 cDw : � off+ > ; M. m IZz CL X ml o w Dw y 3I O m w- a mN m >> s vZ.0om 9 `o S m w 0 o n a �I �. ? SOMMg <( 7 N O a C �'rn a, W 7 N Z N d 2 a. d o 'tea O m w N f 0 A f'A O a O a w fJ W w O w 3 Q d y N .�.. �'oa f aw A m n� 3 d Q .... S O N ry 7 w w p o. _0. w w w OSw O fOw N=� Sa Q — O N W .=- .0 `G ,p N 0 I m y M1 go r cM o2i Imo o CC) oZ c m z In v z 0 X O w Channel Improvements (continued) A A 0 1 0 mnaD �� co �� 3�^; a y °—'W >>xc nmNc Wa a- c o 0a 0) 3 W 00 Na 6O mo �I n aw w m a CL ID CD .�' t 00 W 0 CW j0 S OIa.or. C M Cr m a ap W � A Wo : o 2��'OoW�O v v7O ErOU 0 3 W V Wa a ow 7 .'... �f : ,WnONW7pO_ .. DaW—„.a f�NW D O$fWc°O .'M.,m.7�vwABWM�3rA! X-h�yy 1Z% Dr6- /X� ".fjO>C0O.' p�—N0' . . . .,' ' . .. - 'w tomN0C=OW QW7aWqNQQ ' WNWW�gg mO•W'N�OWoWanW>JmW3 tCWOmAANr<A7a 6 W , ti m z 0 X O N n m= H m o. rA m � Q z N G 03 a M Are Detention Facilities Proposed? No Yes ? _ ,p O t N Nm -u m m N N O e�i D m m0) o �. m p mT T T gi "'i t!1 m 0 a N N K a ? j�Pr 'd (N m O• m p 3 2 m CAH m ;v_a 0'At N -j ZD?gyp y111A0 o 03 m < - � Cr 9 m '� N y ON e = o c w w g A V, SO ]]LE W Lb '� I pa ('1 0 �',0�, cam, �p^y •< a O� m r Z b N m0 M m (�'i 1 t in mi �a ./0.{j { w 0 D m O <Ni, o d 1/j a, � (�' a 'cn to m ` . 1'1MCI tnC �' r N a 0 �� y M p •'a 1� {J v• �� O po y y3 CL CL y� w c �c m -'J ,_,N .�•. ,=J �a O t0 m�jj L51,. tn,) !� M r IQ Are culvedsxuq4 at private crossings? Detention Facilities H No Yes (continued) p A t o o D m m 1 W o m x mm ?3 r - > > wm °� ' .� a a .aZtook Ca ?G _ i 1. O VV cco '7 toot3 fO^0 11009 w13 7 If toot so 0 Lot°jmIS 77CIO 1114 p ON? a t, toT 0N07 — w N !(({o6=QD a7 C 03, to Co two Cr CD 0 3g $. cc) ac a Io �"c oppoo `G w aO 6iO a p TN1va to Omto N7 0 ` �.. a ( 3 3 a m Y C Zo O w 06 Co mQGN G a W, i V w s CIO ,a a C a G O p m t0 6 n0dG n a a Sw MwWrd a oppo i a w a Otto s r[1 o n w0 8V (,p 11% °( N o 10 two00 R Cr �. .p3�. W OR 0 G o Moot 7 O aOa is 7 ONO CD --0mEi. °i a O . I a°O3 a a ° w m VVf a CL .'Siw O �I w a H w ?�v x '. $ I I N IN Ipt I( CL s Flo '< `� x CIO < < d N(�p .�q A V Z Z Z p 0 0 0 x 0 I 00 = Are culverts used at public roadway crossings? No Yes ( for more instances of an y type describe location and same information _ on separate sheet) ° s► p I [f1 M. w N o = % m m MMM ' D mJC'16 CO �^ 3< oMEN t'ii v co Lei w• PEP`WE ° fo m a of m m WE °n >,? o 061O.3Sm W 3 Z n ' n G N IC m - Z m md. 3 O -O. 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