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SDSP2007-500113
PROJECT BENCHMARK: OP OF SANITARY SEWER MANH0I E7 1 ID I r)f'AT17r) r)KI 1Q(*)HTWCzIr)I7 r)[7 _-�,-, ", ',-',,-' . - , " -_ -,- I . ,,-'-�"/�� "., NW� y1jol, _�_ I , - __)r . " / , I ,//)'I"j�\ \ \ �% d . - � " , - ", , � I- I � - _� - /,.,_'11 I I / \, I 1, '_11- � - __� ,-, , ,,,,,, I If/ i/dj%, \\\-�%,� ----, \ HOLLEMAN DRIVE AND 8! FEET WEST OF WPC ICE RINK MAIN ENTRANCE. ELEVATION =278.23;-.-, ,, � '� ��, �,,,, `�,� . �"///I'i \ I ". - � , , , ., � - , - - . - -,��- -_ " " / < , " 111"Ilyl�, .\ \\\ I�V\4 \ X=4036.45, Y=4733.73 - ,_,,___.��_-_-_��-'- --" . ___:�-_,�::�-��:�-,.',' *" '/ I \\1N1\lil '\ \ - �-- � -_--- - - -- - `�_� :� --- ----* - �,:��-�_�:�_::7-��-�:�x _�' - - -/; //",!"/" " \ 1� . \ NMbv.\\ . \ � , '.. ,, , - , , - - " , ___'_-:,_-_--�:- :---", -, I, // ,,, - \ \\�It I �. ", " - - , - - _1 - If I/,. /// \ , \ I lillIll I , \ \ `- "I', - :�_ _--�_-��_-_-_- . - _ - - - - - - ,� ,/I " \ \ '\ � , ,�Niwlk soft I 20- - .:�,-:7!--_--_-_- . . . --- __ - - - I 7? \ , \ 111b 11 - - - 7 WAM .1 - �- I , I// I I 1,11JI111til �, X, - ,�_ - F '�� - - - - ....... ... - I" - - //"/ \ \ -� IIIIII110.1 J, \ k\' -1 - ---... ....� 47-42 4,D-','5:'- ' .1 - - __� , . \ I Il - �� 1�,4111w_ -, , - I 111110% '-, I I - - /.//.�/ I I / �,/, � " 'I � 411\ \ �� \1__._:_�,._ - I- __ , --.., 46,�,_-,.., _--��-�, _32-4,42! - I" III, \. � ill ji,ff, \ . - I - - �_ �, " 11 �,__ __ � "� I � �_� — /,/ _ /I I II - N CURVE RADIUS DELTA LENGTH D CHORD BEARING C1 1035.00' 24*02'46" 434.38' 220.43' 431.19' S 53'39'02" W C2 I 1045.00' I 23*48'1 2" I 434.14' I 220.25' I - -1 431.03' - S 53'31'45" W I- I �. _.___ - . I -- -��-_,',��--_-,, 4!�R-_�� - - �", __ / \ N I I I I. I � I - , � - , - .- ,-, . - I � :9������_z:%:�_ , -,;�� ;�_ �� 7�,__�� . -_-- �_ ��'� Gib"l cow , __ - \ IIIIIIIIIIlk z� . - - - - - -- - ��`Axw_ - o"fe'- /// , I I III 11 jillillt \ �______ I . T - _� , -- �77:_��,"/_�� /al", I I t I I I I �,�, . I t , " I, _!n���� 5�:_��S_��_;: __ - >------ _�' - --�:::_�- �� -I � oft_ --am.-, .1 \ I I I � I I I I . III \ i 1 ,40- 1 .� � - -:�_ - / - ott'.1111 . 11 I . - - 09- -e-mu 4001,00almorim,6444444I, Ij - I I I I I I li 11 Illjl�A� I , --:- - -�, _�:� - ------_, . I - . __ �� �-----_-- - - I '_1' 11 . . . . . . — . . \ � ------ �_ - _:5--_ - �: :�_-5: - - , I (I - I I I I I "I r \ � -_ I WOLF PEN CR , __ ,2-- _-:�-_ - ---::-- -_-_�__ I -'s 8:\1 � � I I I i I - - Illl,ljltl� _____ I , �6 _� - - 1, " I . IIIIIII'll ____-, \ �� i - _,:�� 7:_� �'_ ___ - - , , , . t. I 1 I I I II. I----.- _7:� - � - , I I 1 I3 - -- ___ -_ �� �:�_ 1, I , �, (a o'- /, , , , 11 " - k . 0;I M ___ ___� - � 1. I \ , I I I OiIiiillllllk� \ . __:� - '. . a _ - - - - -- �__ - -::_-a7_-_'7_-7_ - - - - ______ 71__!�_::-7��:�:._5-�`�__ , - I - -- , � . \",\ '\ \ \ \ � -IIIIIIIIIII \. I - - - - - - - - : - -._�-_:-_-_-_ _:-_-.�-_ -_� --,:I--- -:-, .- �� :�:: , ", N, ? \ 1, . , I \ \, , � , _ 'll - - - - - - - - ::_ - _: - __� - - -- '. _�� , , , ,%\ 1� � I �,� , - �- N. , ., , I .. , , \ \ \ . k .0 \ "\ - 4�_� _� DEDICATION A 11 i,,� /��. __ - __ - ? \ LACOUR� - V 1 -- — - - - - - - - - ::___:_�_�=_:: _:� - ,:�_ - , " ;,> _" - -- " \ ., " , " 1 l lilqllt , . I - - -:=_-::_-7_= ` - " 1. - � , \ - --, .1 — - i ---- -7�----a-:�.-::--::--:---=...--::� . I " , , " , \ \ , , ,\ I I I 11 9 . � - .., -- - - 7 - - - - - - - - - - - - \ 'Z�b \ I . \ ", Ii IIIIII �3 � 11 : - :: :: ::: :�:� - - - - - - - - __ , " - - 11 �:� - , ., \1_1' 1, I , ., % I � \ I \ ? S I - - - - - - - - - - - - - - � , I I , I , . I I k t IIIIIII _I * - - _. I I - , \ I I i , I 1 I, I I 1411, , \ I - - '��_7_ %___ PHASE I ---%, , _____ -7-- -:-:_._ __ -::Z-\ \ - -.1 FLOODPLAIN - \ \ '\ 1, ., t111,01 10 \ '_ � .. - - � - � I I � - , - _� - , -- - -01 " " - I \ \ \ %, 11 , \ I � - -- 7_�_- - - I \ \ �,� . A , , - _�::j �� _� _�'7 _7� - - � ".... , � , \ I I I I I I I I ? 4 .,-� * : .1� , SUBDIVISION, - - _�_7 --_: - ------ -------- \ \ \\ - - � I -,, I .1 .1 \ . \ \ - I " t __ .- - __ 100 YR I , , � I I - - - - - :- - -__-:.: =_ - - \ \ \ � 1, - __ '. I I \ I " \ " , I / I � N " \\ " % \ N, ..0 * \ \ � I IIIIIII \ . �� , . - , I - � :�� , .A - � �_, I \ \ \ , �, " z " N%�, �, , , Ill. 11M, \ - - ; Z-"' __� :,7�—, 1\ \ \" \\ \ 1, ,_�w�- I ,� -1 -1 ,� �, I,'-" I � I i - jil,1111t, \ I - -- :� - 11 .� 00 - -- -- - " , 1, , � _., � I m'l I It I II/ ,,Illj�jj, 11\ . Z" --�--��_--_�._" I �'._ - � � - , - I 4 ( . S - ? �. - - I - _� ... I / . \ \ - - -- -- - - - - - I - , 4b. 1� 1, / \ 1, \ \ , . - , - ;'I"lo ,Ill . / / - - - __ I , \ - - I , 0 , I . I 11 V \ i,��. / - �. - -- 0 ,-, , - , S I � I , \ \ t /,,- I -1 /�_ , -Ph. 111.00 11 .0-0-N \ \ \. --- — - _____, 0 4, ,('Y \\" � I , , 1� , \\� \ ", � WTIIII 'I, �k I f;* ,> ,/ - i I �4, , I - - \\\ % T III I ZONING: A_, 0 0 \ " ,,, \ - -- - --- -_ � 0 , I \ \ , "I `zi. a I . "I \ I \, - -.---- _-__", S 7 % 1, / I... \111\1 I I I "',iIi�v� - 400 -01* -_ 1, I 11 " I I . , , / / I -_ - % --- 1'� " , I I I \ \ % \ I., - .�Rj.."z. I 1�� -, r 17 ____1 , / �� �11�I. I 1� , \ , 1� "/ " - , , 20' STORM \ I -_ I �\ \\ �, " \ \61 � I, I I . 0 1, , , !k� . WPC (A \ Ago 1, �. I I . ,\\ \\ )III I I , , I 'I-, , ." ,�,� / - - ,- \ _AW \1 %Qto � I I I I 1\0 \01110 III .'' )00, \ --.,_ — / 1. � 'W" \ 9 00W � -_ I .1 /I \.' 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I TO FUTURE I` I ' I SECTION I , -- :�-: R* _-� � i , IRAIL SYSTEM I 1 1 ill/" I , I., tj��j I�Iill I 11 � __ - - � � �__ " , 11 , , I I I I i N, , -,5ro.p � � 1, , � -, _� 0 , " , I 1 1 1 .11-1 , . \ , " I '11110,�Iiil � , ; \ I , � I 11� 161, , / ", 11 . - I I j I Illill \,\ � I I 1.111,1/1/1 I \ \\ � - - ____ I // \ I., 1 /"ill � III -1 1111,1111i / "`� I / - /I .- . — — M , � � I , � ill \ I \ I 1\ -,- \1 \\ .... 11 .. I 11 \ I \ ) ) / 11"I'llf - �_ I I \\ I - - 1'� I \ M/ " ,� -- If I,\ 11 � j, I � � ,� Ill, I \ � / / / " ,/,//,"//Ill " i� 1 V ., 1, \ � � .1 ��_. 11, I- k \ I 1, I I - // - - - I 1 6' HIGH MASONRY N) �� - , __1. I I I I I I I " � /,/// /,[/,,'/I/] 1. " \ % ; I ZONING: "t ? ,,,'\ / i I ,\\ , - � I '. \ r / I// IiiI, //;Ill' , , I I I \ I. I, �� - - - Pill , \, . " \ '/ 5' REAR - If if .- \ \ \ Q0 � I I ) I , // SCREEN OR WALL I I � /// 111,111,11, 1'1� � " % I I WPC ---.--- - [,I- // I 7I , / I I . / III/// ,/� i� 1, �, "�,4 \ / I - _-.11t.. \ /_/ ... 011,111 1. - " ( - / I -_ 11 - , \ , � I / , __ __ _ I '? \1� , �, / //'/' // 11 I " / I ,I . - - I ;, / , lifil"ll, ". - __ - - _� e \N \\ /""/,.,/,-,, I , - , , h I - /' . z FDC I \ I 1 -3 ','ilf,//,.,/// " " 1"" , \ ; " - - / / .. / - , - \ RETAINING I - - / 0 � � - / 11,1111/,/, , - "I ///,/I, \ I - ___ _ __ - ,��,��,��-;,�,f�- , I , / .- / - � - �. - :,A - - . - A I REVIEW BOARD V \ \\ I �� _,:� -_ � \ \ A , , _� �, - (TYP) I ., I - - , - ,.;,- ��__ _:��t / I 00, ,..: I Il'I'll"k -� "I W "i I I I I I I I 1 1 1 1 1 1 1 ; , " .- I % '- -��!- , _. -, , , I \ \ I - =J. __ . - 1� \ -, - , 'aw "I IIjI'II`\`i \��'I I .-Z��, -- - - _,��:_ ,p� - __1:k__ \ 'I'll. 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I i I ill \ I - I - . - _____ -**.,\\,\, Z-!-�- ---:::-- -- - -- �_ INVESTMENTS 1, ��s - -7 � 11 �� -1 ,,, � � 44, \ Ijill "Ittil \' / I , , �\ k ,\1.1 _: za�_' � - I I �A Z_ I I I / / / / n I � "I � I \ .. Ill � I I . _--� , -1 . %! 1, - ,,�� * , 1T:a_z:_:-:�--::_--_-_--- -,,,, / , / / / " - ,zz I r I., , I - - \ � �,_� I �, till' I . , - __-��\ \ I - -,,`,"':z:��,x\ \ I / , REM. 12.18 AC , I � l, _ - -,- � 11 - 11'-,.� � \ \ jlAIjIjjI1;; If I ii,111,11, -,/,///, - \"\\ . I "I /% \\�.:�-�\ I .,.wo, W�\� - -- ---�.::��- _�.:- If / , / I / III . ) - . � "\ N I'll, 1111 . " / "'�,:,:�,"\�\\\ - N . . ,�. v � dF_ \ iti , _- - - I / , / I I I / , .1 I I ,/ ,,, \ \ � I I I , \ I I I � I I' I I' , , ,,�/ ,i_l _7��,,� _ . I .1 TRACTli I � \iX'xl��!�:' � / It I - -,,-z-_ � ,I - =:=�__.7_'-.:::-_:7 -____:7_L-� -` / / , / // , I , __ - � . . . . . I � ��, 8 �\ " - 1, / 1111 - - -Z ____ .,- - ).i ... I X I i 1, " I I I I 1,I\', I __ ::"� � X_ / - I ;'III \ \�\ , I - , 11, IIII)A - \ \' \\� , , , , ,\\\'_� - . g\ I I � I -1 .1 I I , ,,� � �'. , I I _��F�, 11 _ -e I I , / / / 1 I _r �_ I w4ra \, - � / I � I I 111;11 - '�;-_-��,, _ "I \W. \\ � III / " " / I __ � U I ILI LRZ)tIVItN I , ,\ / � Ill ill I, - I _ � - % __ I / If IIII \ \\\,�I'%'--Z� - - \\\ 1 398/768 �_, . / yl, Illillilli, \ ", - , - , "'_Z; =:_� � .... '. I I --- �_ _____ - " ,�: .... , _ I ilill, \ \\N -, - . ------ NtLK ,;i'11//�'II I 1 , I I , I , - - / - "' , .... - �, - ��:��-Z� �:-i�::�--- /_ \\\\'\\ ��,�\\ .\,.%,\,\. , I I - 26',- 1 _. ,�P,x� ,, LH x, \ -, -, I 0 -I 1, � I'611 it if i � 1: 111, \ \\ \\" \, Oil --�-_ " - -- ��:::-� � .... 7 %\ \�,\\11\\��, CENTER LINE I I I I / / / / I " _� 4_ - .- 1\ 1� .\ / 1.11 � \,Ill, I , , \ ,,,, ,N\\�\\\ ,,,* I I I I / / I � ". 11 I I "", _ ,,, Ai�� �,� . 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"", � - t - I " , /I/' I I ,-, __ '�% WPC /I ''I'll-tr I 1� _ MENT TO BE- , 0 - -- I 15�� / 4f 1 , ,.���, 3'! %I � - I I I I I / " .. 1. 1. 1� 0 1, '/// i -" I I i / I ., :', �� �� :� - -.,-_ /� ),v / I I I (-If ' 11 " I % I- �',Ijj/j/ / - �., i .,',,I_ ____ - , ��l, /\ , . , / ,,,,� , _-_ �� L . . . ,,,�',`47 - '�,\ \ \ / - 15' PRIVATE j - , , -- -5E:-::-�-__:-��--z�z�--:�- 1, 1, Ili f . a I RAIL t i I I if - I `1�1_1 , � t(/ I I I/ I 1�:�, ".5�� 1 ,:4� 7 I � � - 6% - , ;;, - ";�' � f I i I 11 fl I I �' DRAINAGL .. . .�. I!i I I - / -,. ,/ . , - ____ , . . " 11 I xx I I . I, - �_ m",;// - I N - i I /,' // /, I',, "',"If[/ ,_ - I - __ If . ,; I EASEMENT -.1 I � � I \ j I - //l I I I �� J101 I I , I Ii till , Ili "% 1 - ... 1-111 - if 01t � � a \ 1%IA�I// " " -.-- , .-- , , - ,_ � - \ I �., l, qk%%%Il�, \,1111 ,I, f , I F--,J' \\\, i', I I I � ( ." 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I "11,;jilill I I I I / Ili" I I, 1// I 8A I( x \ 11 - , \ I ,�,��V�11 , W/Vill I /`,� � -I \ I , -1 I ,-./'1j!// ) , I I/WiPI , . /I / ,�,�11, \/ / \ I I � * I I I 11 / 0 N i , -, -- , tK i / I I I I If/ / j] I I i I ELECT. ,* , \1 I ( 0 1 1-i I / 4� __j � .,400*f"000* t,j I , I p / Ir \ �1 ----,-- " , " ./ � -""/ I— /Illill"i I _j filli'l'i ,�Iltll , -I____j BOX I � I,? - _" �, " ,/Ywl"�' /l/t/111"'11- W (_�' � 11 / I/ 0 ,/ If . /pill/ it � 11 � [7 1/1, 0, # I . \ , ,.< I" ; , \ I� I , � / - 11 1/111"'t � EK I ///// . � . . I ff-I Z HLU)Vt '\ � '. � - I \ \ ,� I 11 --- 1, kw o) , I I I If 1.11,71"1111 . / '. � " __" \ . /////fI/I/1 . I I I// lif f /// / /,Z�,"WI'lill, 11 STORM \ ____1_1 I ., __ I ,* /, ,I I \ IIII'llij, 10111111,1, i ; /I/fl/, I zl�,,/.�,'#'- \ / 3 �, � 1\ I �% \ \, ,/1 // ,'W.--- \ , . _��_�� - 11, 4 ' ___1 I ,/ - f , � \ ild"Ill ,I//,1//j'j1 DEDICATION ARE�� I- ZY Ix, 1/11, \ 0 � . I, C - 1, t - �440 \ ------- . e "! i /111/1/110 I / 'j,", / / If I . /j'l�f`Ijjjjf � RAIN -\\-, \ � I I � I I M!i��,�'_ �_�,j T J�� 7, I.i,, //"�--/ _� � I - ll/i(I\I�jl 5.359 ACRES—J I // ,//,/ /1, 1, . N, . , � � � _'�4 , r-U, -- , Pl�,�l I -, .,,,,RS.-,1�i"",. I �, ,�,,;� " 'll!"11.11 � - I IZ -1 IN --- - I I I_ I Ill __.- I %% , -1 �, - " ,(,I -,I \I, \\ L 'I/ - , / I //1,1111111111 \ A-) .., - I I /\ I 7 , - . I i 11 � - , // , -___ I I fir � l I ___ -*I- /,. /iii A� ", I 41F -% I I ; � � I *0 - Z�a 4*3q 1, 6 // "i, , " //I I)�xI\\\\j`t CURRENT ZONWG: ,/////I/,-, / � I I ... \ :1� 40 rkl� ., `%*� /I ""I'll I 1111001\\ 11 1( '' I I L � , -\- !il�o __," 1 1 WPC �--j .,Ij\ I/"/ 'I./Ii'll"I ,\ I //,,\ ,, tK , I I ,I- __ - � — " I I I " ). I I,/ I ill // , , I , �;; � �,,,I,I , jr, /,/., 11/1$ 1 \ � I F \ I lill / I'// I I I / I I, \ I 1�, , _.,�_:_ I > - - - - I .." -1 ;, ',;��' ., � I � I - - - - - - - 'lljlf Q _� -._,�:��,_, , I - - , � 1 12' 1 ' I 1, - -, - \ \ "I, I //ill -1// I % il I 1, I/ 11 I , - - 11�;:%--;-,.;,�,�,-�, /I " �'- ,,�,4-,-/ "I'll . I , : / - , I / ,,, % %,/1f/,/`f*/ . _ \ -, - ,-,, ,\ I I I I I I I " if I 1� I ��, - - ,:�,---, �, ,�,;,/�'.`/�Vllj ., � I- -, , I , I I i I I i I � I I \ , " _� ,." ", " ,,��, ' I ��. - - - �� , I � 'Iz� 1, , SAN. - _�'! \ \11 , // \. ", � -.----- \ 1. - I PATIO (TYP) I --I, "/ /� \ _.", / 11 OT I., - CONCRETE ,� , If, N " ,,,,'Ii �// . //// \ k \ I , � "��, " -,,- \ I I / . _ .. . 11 , /_�� � I � 1, - - - � 1 11 . , ,---- I , �. , "� / / �$ -1 ! \ ,�"///\ 7%'\ )(o\xlllt,\,(OWNER: JAMES-B. STE-WART) . 1-;�1111�'fi'll"l , " ., 03 , " ,� I I .� " � . 15 . , a Z 11 / ;;;, , BLIOC \ SEWER LINE - -1 , I I F- ,,�-:�.�,, ,�'I, �,a n d I i \ PROP � � \ f/ 1/1'11/ I � I, � ,\ �".�,�. "/, -,- \ " ,ii,_ \,\ 1111", __I----- , �\ 70�11,�$,% 1 !7_� til , S"", �` // \it, �,I, I If §���, — - '. , , � - b,,. � ,\ . \ I, It - , � lc'W_,�, I'll - , �Sport7i.4 PRESpool �KNOX CI _ \ -, ;I ;(!I(, \,\" I, �\ � I I, , r_j ,_,� .", . , ,'�,':'?�Trr,w, Z" / I __ V�Ibtyboll - .10 A - I ,�\ I 1;;,,; I 1. .1 ,�, 1, 1, - . " 11�-/,:,w - /, Cour BE PROVIDED FOR House �-_ 1, lj�'_"�- F-j I- � � E I I I � 1 66� 1 6 ING: "'CLUP HOUSE . ", " "I ,� " "N", C MIR" - 111. �, , ,� " -- I � \ ." , ,��,z I Wl , I '' _��_5 _: -, �_,�,;:�:;�, " I - -111: , � - , � I � " z 12'x7' \ (PHI0tSE 3) th � /_ ,;/,, \ I 11 \ - . " -, -_ - __:; - , " �� - ""0007 12'x7' I /////, 1�, , -, " x ,� �� -;� -, . . "ONCR — 8 / / / - 4 Z" CONCRETE \, I ath Ql/ - 1 �� 11 \ 4i //,�//�'.,��"/ f,jk�zz ",\�', , ., CRE ' 11 I I ! W Q, x , I_ __�::� '�:-,�-_ 30" SLOPED - -, ,:;, I � �71 i ;001F , - � - - , I I W " I I#/ , � , , - ,� -\'��,�Z��.,�� - _._�7��'��,:--z�_ _ , , "" ,;, �_ . - ., ,;�?;� . 20' P.I'f','E, //, 440 /, *.- - / -;:-�,��,�Z�\\ ., M____�_�-_-:� HEADWALL -- , . �. � __,J � PATIO (OWNER:, JAMES H. STEWART) '\ / - -u '" '� . - , . � �_ - �_ �', 11 1, I , - _1� _< P �_' ( \ I 11 Z_ �� � __ � " ; 7,��: ; � , _L I ) , 11YR1 , -��,-,�_�6__,____ . ___ ,:�__ ____ - __ - - - - - - -�� � - -, - .-, " , . 1. � �" , , /I ------ -, � I ; (TYP) , �7\ \ _.- -,,,- - �,_�,_ �, I I - __ __ - - I I � . FD-) I J A \ . / \ , .. , ,� -, --- 1,� , , �__ 1."_�_,:.."'., �_ �i 1�� - — -15, 1 11 - .,;,� ,,� . - I "I -_� I �_ I 0" "i N, -, . - __ - , * z , -,,- ID?--_, --,��.-�-- 1, � -Ph. 1� I _ I � \ . / \ K � , "il � z ,�;i, - -_�- -_::-,�� - 0107- , - ,_ -:� -'��,�:- ��_- - � (0 I kAL V % __i, . � - " � 91011, owns � IM M 11=1 1=11 � 90�m / 1. �11_':X_.. - __ _.�. - , �:-_- /- I i�"_� Wl�_�,;_�--�, -. dop-, e,- I , ,� �: -- io — — — —I—\— — — ,,�, x - t, t . t,\ " , 4 0 qvi_ "'E'a, �-- !0L�,-_,_ _�_, - - - __- ,�?_ � " F I I I I I I FIRE LANE DESIGNATED PARKING ONLY - I 18" X 11 ?" See Ordinance for I additional Information R' LANE S1W I \1 I I lb�' N.T.S_ �, � + , -N S I 0 . ITF V"', . V DEIMAITIONAREA . " I "....../ , , I - N, N . , k I 0 C , - � . � (1�r. � A %S - Al r11?1_ 4 / � \ 0 . - . L ,�, <I- VICIM Not to Scale . I � II All curbs and curb ends designated as _�_ firelanes on plans shall be painted red Iwith *4" (four inch) white lettering stating "FIRE LANE -NO PARKING -TOW AWAY ZONE" PHASEIH I Wording may not be spaced for than � 1 * 001 I fifteen (15) feet apart. ;1 � CrA * 8" (eight inch) high if stripe and white , 0 lettering are painted on curface of pavement. �1_1 I I - I __ , � 1, , __�11 11 I'll I I �� I I ,� - I - - � , -19 1 i I *' ��" HIRC 1.44� 011I WIN lM r1t, - E lfiri� W W W. , � I I , f___� FIRE LANE STRIPING � �b I � PHASE . 1%,1 ( III, �__ � Not to Scale .il I � _�_! ___1 I x rr-10- SANITARY SEWER EASEMENT _)��_ �7",� r 3 \ �w Cedar r Ij � Elm *_ I � --- A � . / I . , � I I I � �� _� N . - __ , . I \ I _R_..� -- tj- \ Ir . lk I Ir a \ � \ 4-1 . I 00 � . I --A \ I -PS. \ 0,% ,� __ I a _� I t � ' . WOODSTOCA SECTION :'O"I� —i t L, � __l I I 'LAT 436/487 X 1i I .- � /_ �__ I/ - " 0 - , - -_ zz __ N� - ; , I I 1% I \/,- j I �71B UNIT BUILDING')= 60 BDRIVIS )%, 7:7 UNITS BLDNG= 49 UNITS _�, " �� __ lz: � _5�._-::,-_--- . �_�� -- � ;;,, Pn io - , � , " a F RMS 3 - -N�'\-1,�g�-:-���--Z��,-����-�,��"- - �- -- -_ �;,� ��,;��_� I "I / ,.,, " 0 - � - , \ , R P zz - - V - 3* .N) IT X 7 . - I - I , 16 Z� -_� 1, - - 5�,_ --- , \ �.-\ , - � YN - IF ,- _7N I ��11 -1 1 ,__ __ -.4 - - CURRENT 3*(6 UNIT BUILDING)= 66 BD . 00 - I , I - _�� . I I ,� <1 \ - -_ I- -,,, ', / ,;,5�� -_1 I \ ,z� 1� / 6 UNITS BLDNG= 18 UNITS , �_11111�r__,_ I / � "� ;�:\, �', P, ,., , - I - _�4 1 . N - � - oo�%�, \ I -, 7�;i� / 0 5*5 UNITS BLDNG= 25 UNITS -4 ffl� \"N.k- , % \ ,-�_>;,, - _� -,- - - �1_�_,�_�_,�;_� -1 ZONING: 5*(5 UNIT BUILDING)= 90 BDRMS _j x �,�%�_i, \\ ---� 0 � ,'I -A- -� -�� " _. 11 �5 ;1/1" I A I"' R� ,-�_ --:�_ 8* PRry I - I . �_ - � ,- - I I , ) 2*3 UNITS BLDNG= 06 UNITS � .5e _��:;;:_�� �, , , , - I I TOTAL= 98 DWELLING UNITS - .;�� , � — - 0 . �'11 11. \ � - - --,�Z�<--_ _�- 7:�;�,� '�' IS SAN. SEW IR ", , 26 WPC _j 2*(3 UNIT BUILDING , z � \1 3' l - \ --,, % \, \ V. -, -_ - IF � - 0 11 I I I %I.) V - , - 0 samm .� "I - ? \ % �, , -or* \ 0 o "I , � - I � , MR '__� - -11 - -;-, _- -, � � �_-- 7 -,, W-JO-81" 1� I e� W_ -1 W_. 100-1 :� 11 - - - - .1 - ,��,,��, , .- 0 1 1. #,�' i,��,:,, 9 r, , - - , - � %.so , , . _� . ---- I 11� 9 __ - , �, "I 0 11, , / - 6' HIGH MASONRY \ TOTAL BEDROOMS= 340 B MS 1 11 __,� I � ,<\,/, ��_,,,, I _1 SCREEN d0l� WALL - 1, _ �N , /0) -'- --' 100 YR' olk\ -P - "I I '�� - .�. / I \, , / 6 Ir �� . � _ _____ __ / 1 --3-411 __11Al _-V I --],,I F11 p = Im , '-,,,M 1. 30" HDPIE , . FLOODPLAIN dr I � 9 _ ___ - . ' - I "I N/F � ---- �7�17 -�-��-� I'll, I'll, - 11 —1" �- STORM� 41/1 /--.- - __ - *---*% 0* I / 11 1<�-^,,' 2-'12'xl ' '__T ' , TH"ESIGN 6 (8-YRD DUMPSTER) REQUIRED 7 �7r- - � - 7 ��� /11 0 ,11K ,a % Z -C I - � - ---;, - ROS -ARBORS, L.P. - .11- , I li,�, , � DUMPSTE ,,;., REVIEW BOARD N 6 PERMANENT DUMPSTERS T'.: I � 11- - . 11.� DRAIN '� 0 5' PRIVATE 00000 I I / I � �", A 1 TEMPORARY DUMPS IER PROVIDE), ____j L�.' 1 ACRE TRACT � I I 1�,*_ ��`�, 11,�7 t, / t, . ,/' - - , I -AD �� I - I � " _P�_ : I - - I : I DRAINAGE EASEMENT - __` '4� . 4- 1 - � � X . I , 12'x7* 01.� - __ 11 .. 110 1 13780/244 � F__ � i � - " �`V' . / / / � '' " , - i'�� \, It 0) I I I ! I - . / - C DNCRETE - X ."_7C_" - - - - I- ,� ,?it- : I - , I I � �,k - i - i � - ; I I � � "I - " ' �, I ( OT PLATED) i I I I - . 'M / I / 0 PATIO (TYP) _/ '4 11�1 , I I I � I " \ . I PUBLIC UTIJ f I - 0)11 , 5, . � I -1 1, , 6 PROP. SIDEWALK I '. I �- - � I . I � - 's , � `� 1-11, - I - I I - �_ _ME 1� .... .. . _ - - TO FUTURE - , 1 _e7, - I --_,Lr_: 0 ", �� � - 1: E I N' , ./ Al 1 CI-4 "k,c - - � -'T `i'�� ` � L / 0 , , I - 4� 2 � - _21 - __ - I - - - 26' 1 / Ae - I ,( 1. 4 . � , I � , - I I "I _'� " z I - , I , 11". I - - 1, i 'A t,'i ;L � " ,� 1, N 47-n 11 ,, TRAIL SYSTEM 1� �:v _ * � ZONING- '_�J,�',[., - � , , t , - -�,`z!,- I ��_ I I I . � I , I I - - __ � � � - � ,� , "I i � . I � - I I -1, 1�� � -V 2 - 7A un ts 5x4b + 2x3b = 52 bearooms lype ,5 & 4 bdrm: I bZ bdrm I — F1 - �,Rc ANE FIR Z, - I . " I I - I \ I � 1_1� / ;g i - WPC / 1� , j , �� __ I ;� � , � ; . _ i ) , . I I -- �/', " ,� x3b + 3x2b = 40 bedrooms required parking: 162 p.s 4 7 1 '� _�wz � ,� t�l � FIRE! ; I I I - 1k, , \ I __ P. i - 1. I _.�, __ - � � . I . I ,�/ , " ly� __ L , I . 'i, ,< - --, - 6 units 4x4b + 2x3b = 44 bedrooms - : - I " , 1 2 1, � , _" 11� 1� I I v.� � . I HYDRW p - I , ,,,�a. ,� _?_ 1 - �, ;+� ';%,,Ah -&. 9�lh = 1R km,A---. reauired oarkino: 18 o.s N - : � � - �, � , I � � Z1, I .,ci�. I ,,, �, ,,�. , X� RATE 4 � ,�_,-_ - 1, I � I- - -_____, 1, � . . _�_, - I-, i. II .. __ ll , I I . I 11 - -1 _1� I I- __ i I ---- "I'll, � I'll � I � , � � . 1 � � i I - ! I I ! I., , IQ, - I- - _-_ I K LA�E " I . � I , "I � - - - I I -, : , I ":, r - I _j ] "o ,�, , �_�_ I I 1� I �__ f �_ ". �_ , ".) � � . '_ . "I � I I- 1��:_ - I'll -,� I AnE, - F _,-�,, �� 11 I I I � � � f�' I , � - � ,- I 11� ' _�, � ' � i'6 11- i � _, " r I - � � . I I � 1, ,V " - �L � _____ 1_��L �- . � �, -, 0 I ", 0�1 r- - " 0 , T 66 -1i-IGK sldN�1118'1� 32 - 1, ; It 3 - �M X , C i�,. 4 1 i I t;. Imm N I ,I- cll__� . I - L i I I =4 r- __ - Y_ 'I _5,3_�17 I FIF-7 � 7-7-17-M i E]X. FIRE _�' HYDRANT � i - — - __ ___ C_�ML ___ �� 7 � - c __ _ �_, , - , , - 71 - � - _ - �� EX. 8' WATERLINE I - I I r_ ______ C .- I , -__ - __ "I 4' SIDEWALO I , I - � .W. ,Ffi 0 N a * 4 00 , I � , , �, . . 00, - , � � � " - - I I I , - � - , , , = - '147- & I 1 7�_ — __��_�__ - - -2, 1� I . \ , , , � I I , , � . I , I , I . I I , , I � I , . I , 1:7-w, .__,,� 11", — . - - ii� Ii __ (_ I I � 11 I I; I I I i i I � 4� 1 ii l � S:\ProjAO558-WPC CondosPhase IW558-01 -overallAwg, 11/30/2007 10:06:50 AM, 1:40 mrii�ir-�PM Lm Iff, -, was �- iMl 1 ..-03&7-.% ��IW� - mk ,- I g un ___ - ___ FA ?R am- 11w�_� K ta MMMIA yfflum4w, Wmnmk_w_�111L_�& \ ;�.-A-w,V. L, - I J, - � ;-- - 2 6' � I �_ � 11 F 1 - F` 11 _ I l � .I- i � - iT � � I , 1 � j_ _ _A� 1-1 I __ - I __ DC 1IGN 13Z I ::4,_4:44 IN—ol �Wllu�illm Ic �, 40 I . I , \ , - I P I , � �e , � "' INLET` ", - I 1, �� I I \ I / '1� - I \ ",:� I I - 2 - 3 units 1x4b + 2x3b = 20 bedrooms Required Parking Phase 1: 180 p.s. I L 1. I `/ ,f, li'lv , � \' I I I I,` - I I I 1_11�1 //' nits / 174 bedrooms Parking Provided Phase 1: 184 p.s I IN --- V I � I I , "I" \\, '',;_ , - , - A -1 : 4/ I I � � .2�1_ , � I , ., , /_ _i�, - -, , - 15' P I ___� I? I ^_^_N..� I , I " , "z ., I I � . "' - 11 -l"'.- " I YU N ",iii'' - , :? I , - �. - � �1�p 1 11 \ __44____ 1 l, �( I �`L '' UTILITY I-, , � k ." , � 1. 1, I_ ", " \ 11,�. � I -, I- . I � I I 1, . "7: � - . __ -, � ___ - _ -11 #_ ____1 FDC' /I - - , � �', :-_ � , �, � . 1, 2 - 7A units 5x4b + 2x3b = 52 bedrooms Type 3 & 4 Bdrm: 160 bdrm 6 i I / , " ,\, �, , i, I I " 1�rl � �,� I , ---, #� / . 11�4� , FIRE I � ., _ I ,,` I'll 7�11 ii? I < I �, , � 1 - 7B units 2x4b + 2x3b + 3x2b = 20 bedrooms required parking: 160 p.s _ I I I � 1 -7-,_ -f - iiil.,K� - .., - . HYDRANT " I , � " ? " " _; ; , C%AR �EN611� ___�_ - 11, I - �- I --;� - __ 'Now , , C, '0 - I 1\ �� , ,�,_ , J � __ - -a ____ 1 - 6 units 4x4b + 2x3b = 22 bedrooms _ - �x I I, I - 11 �- �_ 6 - __ - � w ,� _11� ---- - _t,W - I ,jp,", ,,��, �,, \ .�,� I � .1 N - , " 1�, -_ I - f �______ &N, 2G' �, , "' _,'i ,_, ,I i - 5 units 3x4b + 2x3b = 72 bedrooms required parking: a-p-. S - � x �, A , t � � __1 � - - ,., , . � t I �-L '\ _ I 18` . � . i -- -- - W 1-7 �77 -� r r "�'o : \ .'' ", .<� , , 1 'ih, ' ' '__ - _� - --_ 4 Required Parking Phase 2: 169 12,s I [_1 - .-L- I i - _1 I , \ , '' � / ___ 47 units , , I/ , I I , ER Li.. I _._�_ __ -I i� i - �'L � I'v � , \�: 11 --- / 166 bedrooms �, . 7 -�z -'I- - � �:f l_ � _ - - . I " \ 1, ,:I� ,. _ "I - I Parking Provided Phase 2: 132 .� _: - , . , . �E __ --,, �, i I 11 �� " 1. , 'Ill --- 0 1 \, `i�, P'THERS) �, I- I -1 �- . i 1� . , -,---T-- . - � / I\ I , I � 1 - 11 ". I ,_ 'L . �� / 'l , --- ____ �____ V_ -A& , i �_ � 1-1 - I /1 , f 1, ,� , ,,, t � 'F - I ", , . . I I , �z� , - " -7�7_ ".. _. _L . 1, - .� kivril � 0 ., -, EASEMEN1 I III " �� , \� -1, � - . �'� , 0 ,_ _ � . , " , I I - — 0 . � , � - 1 I � -, I j r� ' . I '_ I SWING .. 11 �� - �� � , - I --I- Densit - - �7F-,1�_N__ _ -1 _. I , ,, \ -,� ,/', , , - ;�\ � , I � __� , 11.1 :I, 1"r 26 .'�� - \ " � , A , - - � I-- � rim �, -,, , " t --- ,I I 1'�_ / . 7-- - 1 -5;�� r LIIT �. I " 26 11 - _ _____1 ,!Wt%-�Akd- Y,It�Y 1� � - � r1YD \ \, . 1 6' HIGH \ __ � � I .�� I 11 '.1 " IJ �1� �1' -..' %_1 ; .. .. I FDC / �_ _,- r , � I- I MASONRY V, I '_ " 1% -- No 11! , , : 1 . " '. _,� "'* . - - ;,:- - - , - :��--,� ,--- , _; ,� _,�_ - - - ,�-, --"7 _� - - - L IN LE I � I . I' -- ,#7 1 - 1-1 � ISCREE� - " L-�_ __ 5110, _4 � " I � I ! MANHOLE GATES � A , * � y Leg�end ��� BUILDING SQUARE FOOTAGE BY TYPE ;�M / , -, " - -, � - I I '' �. I :, : I 'N \ 23 , 'I', / V e -- WALL AS �'�\_ � � : L", - �_ - .1 , I � I 110:�_,� . . , I- ,, I - - - 1�1 �; 1 � L:,_'; - � _... / , _� � - � I/ - .1 i . \!- ---Iiii I . I I i _:Z-11 L , /'. I� F, Z,z:-�:77,7�� - - , ,� - , I � P. \ 11 , -- _ - - - '�� ' ,; . � I _ * � � � 26':II (By : (Typ) ", � I �� :-- -;.- - - L I ! , I I -I � , — -1, � , , , " �_ - _L�� �- _ � I , OTHERS), �' � �_, I - I - ?'L --- . I I I iT. j,e 7A BUILDING = 4346 SQ. Fr. APPROVED tV,, -4� . Ik/ - �, 11\ "I \ Density = 98 units on 7.410 acres � 20' SANITARY A ''j, c7 �7_-_:-7, - � , , W":Ii-",�,, -. 1 , , C, -,--I_ - , , \ 1141, SEWER 'r BY TH . ; " ,,, xll,�.;'�', i 4_� 7r,-,�,,,�� I , Z, \ � 1� -, I , - , -1 98 units / 7.410 acres = 13.23 units per acre 7B BUILDING = 3730 SQ. FT. * SO I , , , " I- __ i _ -.\-��.J_.�_j , ",,, � , - - I I I I - j ", ::",�! - - - 11 . �', , - , 4. DESIGN 1 -1 f ; i - - 4..� ! ,� �, \ - - _� _�,, /o� I EASEMENT & (By — X - � lb � I " 1�--is,k-. I \ . , \.\ .""'. �, /_�, - _�, 11 a Allowable Density = N/A (WPC Zoning) 6 BUILDING = 3728 SQ. FT. .4 ��t� - r I 1, I - �` .1 � �� :, -- I - REVIEW I .l`.`...`i`...i I I �. N I � 1 335/452 e I OTHERS) STONE . ' � I " -1- _� , \ �- " I - - '_ # BOARD ` - _zzt t -j- - , !-.;, I - � I - . - 5 BUILDING = 31 1 0 SQ. FT. - , - , � 0 BENCHES '; � I � - �;4� ;:� I - �,� /� i�, - I , � ... ., �. ", ��� 11 *0 . (TYP) � 11,kF�� I . -'. ,�� 20' P.U.E� 81 � � I �-Z,,`�,'A, �� �1 0 3 BUILDING = 1875 SQ. Fr. - , 111�, "A ,��,,.,I, , , , 1 -S 11 � - � I / . i,,�-,�i,,-,h;� I 11 0 1 1 1 ,1 �;, � , - 0010 I ESTRIAN , I � ��6i � - .X �:,ili,il1i - . --- 1, 'xArmx . 20' SANITARY SEWER I k- � I \ I � 10 a ;x , - - 0 6 1 � 11 , � . 1� " _. I && , - I E��ER . �,,l ")"l't, R60' I " .11 600 I � 11 - � — . ffE�: -, I T SIDEW 4 0 M1iI__hla_1 ,P1 1, - � 0 W W, *.**.a * *4 _V IAN I 11, � � �� �GQ.. � � NEMNNNEEEEW� � � �, - 15 FRO . V ". I` i lu I � I'll. ,�,.��- " - -1, 00 �� 0 . -11 ___ , t^,*)L1VIr_Nl 110 i.. � � -�, E.Iil 6 Mlid I 00 YK \_�� �� I HP, . ABANDONED . I/ - - , - ,�--.",, , ,�_ c> FLOODPLAIN . __ L;K � '' 4 ).1 I& ---- I - �,_t<3 I a ;* "01 \� SAN SEWER - t , ,7--- _____ ,OTR � SERVICE - 4 7 . DOMESTIC WATER (PER UNIT) SEWERAGE FLOW -------,---, - IN BOX ' '_ - 'rTE 6 1 �, - __ I DEC 'I 4 2007 ��, .A�I,M, — — 0 40 iN O'�g,�� --&to - - - �- ; PROP. I , ) � � - WATER 1% / I I � I 20 GPM kPEAK) 'N"WIM, - I, __ � - I I 11 . _ I . 1� A;FEATUR - — - - � - K'A 0.31 GPM (AVE) � , "t. ,� ,"- i q itj - - I __ am � I _ I - -- .... - FN I / A — — — — '�- E I ': 0.00 GPM (MIN) ft_�& Ins S at Cr . I i__::, - ., I, � _�,112_ q - ___ I'll - �� 7R35.5' �, j � � - , � "-/- "i, - - , , - — , "K ,r` - - __ __ - � I I I 1� - - -- - �!$� .-.----- :�_ I , BUS STOP - - �! - - 00,/ '. �. I -1 i I .0. I �1� 11 �_ ,(SEE LANDSCAPE PLAN) , , " -.1 SEWER TO BE --- \ - I � ��; , � _d I 111 .11 __ .� LINE ,, 6' HIGH I , I , - I I I � I - , , 1. - , I , I \ ,,, - - .� IRON/C - - - 1, .. I ABANDON " 6' HIGH z6ww � . , . � --_- - 1. - � 11, 11 "I 11 HOLLEMAN DRIVE � - - I I �, _,, IRON/CEDAR Eca)<. . __ " I � I ��, I � A. I � . - .. 11 1, FENCE (TYP 11 � 11 1 670' � � FENCE (TYP) SIDEWALK I 11 . � I � I \, \ ��, / __ - - __ - N/F k________--------'-.A.0'- - � I MIN =300') 11 __ PROP. 15" SAN , 11 - , REVIEWED FOR 80' R.O.W. (EXISTING) *1 11 - � SEWER WITH 24' o _.,� 3.8 CITY OF COL GE � * 373 ,'T STEEL CASING . (OPPOSITE Pl- , Ov nTWr0,z% R.O.W* ftft STATION - le_"�__��____I"__,� - - _ I MIN. I - , - — — 10_R11P*_ % --------. - ------ ii__ =,350') 1 f LINE EXISTING' - -1 5.163 ACRE T ACT I ___ __ __ . 11 - I �' , ____._____L_ .L 30--RCP-- 1, BACK OF EX, 30 - I , DEC I 1 2007 D � — , SIDEWALK I ��., _,�`,,�� 1, __ � - CURB . -1 - , - 046 - . - I �, I �, %fti - �_ 8 I a-ss -----&-- ss-g � BlEkMAARK. —I __ 1� - "_.�, 11111 1� I `1�s — - - . ' - � I I WPC ID -'I I - I 1� CURREN COLLEUE STATION , , - 11, 1. — — — — — — -----. ---ss-,?SAN. SWR "O 11c., I � �1, 93.51 1 MAR I ZONING DEVELOPMENT SeNCES W �_ ____1 — I-- . - 11111,11 I I - 11 \, _-MAW-IOL I Iwo ----__ _____ JO-Rcp 11411111 I., �,_' 1 — I , _-300 � .: - WPC - -% ___________�____.____� . �__, � 9. 1 ,- .1 �,, 1 If - , EXISTING idt- �;/ 15, ) , I - l: 1 \ I - EL -- - " NEW MANk ,,, --_ (OPPO )11c. , r _�� 1. %_,�, I I 11 RINK ENTRANCE -, ti�PT " �, I ) 4 - (BY OTHERS) I �, DRIVEWAY 10 ____ I Y/) V. __ (,_� 11 ___ �� I- I- "I "�� - 11 - 1. f4 ___��_, ____ - 125, 11 � I I \ - - �� � __ 2 � \ I � — I . _ � \ - � 1 15- _ -30-RI2, __ '�----`_�_,_ , 1, 11_. � �1 I I 1 I # __ __ __ � INTERIOR ISLAND CALCULATIONS PERIPHERAL PARKING SPACES: 38 P.S. INTERIOR PARKING SPACES: 328 P.S. EXTRA INTERIOR LANDSCAPE AREA REQUIRED: 328 P.S./15 P.S.=21.87 22*(180 SQFr)= 3960 SQ FT EXTRA INTERIOR END ISLAND REQUIRED: 3960 SQ,FT TOTAL EXTRA INTERIOR END ISLAND PROVIDED: 6519 SQ.FT I i ITC � MITCHELL M — � i � Ngs ! � W � — ! MORGAN I � L__ __ � i ' I I A ! I . I T.979.260.6963 T .979 2 F.979�.260.3564 .9 511 UNIVERSITY DRFVE EAST SUITE 204 COLLEGE STATION, TX 77840 PLAN & DESIGN SPECIALJSTS IN CIVIL ENGINEERING * HYDRAULICS HYDROLOGY * UTILITIES * STREETS SITE PLANS * SUBDIVISIONS www.mitchellandmorgan.com ..:�P:%:"AV'.k%.%% . - :�% V_ U P- 74�011 _-�i'x,� .. ........ .. I t . C - .. 1 .:71*b..--1 " 4, 1 11, ..61% I:r .. . . ... * ...... ::�.Ylp ;r.: ............. * I � VERONICA J. B. MORGAN � f................................... r;---1 -O.. 77689 . - or 1p" ..: j '0 "I "l�" * "!- '�'G/STF - -0�... I . 111, / ......... ;__ X .a.- � ll- " 1�1�" Itt,j) I Ili � 0 :2 ----I :2 M 3 > U) 11 - . . . . [If >, >1 Lij �;, LIJ M -0 M -, (I) a) -�i C C -, 0) �: 0 LiJ -6 p a) > 0) 1- A_- 0 00 C) z (n Ld F__ :2 04 ,I- 00 r- r- iz O�' 0 0 :C LL_ < z 3: 3: 00 N x 0 P C:) - L 1-." _0 _d I- !i.- 1--- V) () Cf) z x 0 0 F- M Y < Q) 0 �<_ . V) 0 �_ :2 0� — LLI -D > Ld a_ 0 Ld _j E I 0 �_ z r1_1 Q) (:21 __j n N I 114- r1_1 C) + - I Q:) N Lf) ( :��, (3 :�7 1 (z) n �Z) - I U) C .0 I__ � (3 �_> .5 W r", _j ��_ D:� :�i (3 Cr) C �n _ Q-_ LL_ 6 Z LLj (n (_1) z :11� __j :z ::� (� (-) C) _j -_j :;� p P-_ � �: M C) Q 6 �n :z K k LILj -id CIL i I I-- I ""`_� N__1 b� I �, ') :_�) _*� � ; _z. Q, (:�) - ,�, >-.. %z:� (J-) L--.Q ,,j :z 1_�) :1� �_�. ,,,] zk. -.-j 41:::� (:,.-�� F`_. Lr , Lij U). � --�c N��, --;::: F., 113 Q) Q -, . L L �1�2 *11� Qr, I I I I � 10 I __ (,,` I tl� O'L,O- I , me-l-eets I Of I i�.V , iW47% 0 4—V 4 - . � . 40 40 1L— PROJECT BENCIMARK: TOP OF $"*TART SEWER MANHOLE LID LOCATED ON SOUTHSIDE OF .�L� DRIV AN 5e� WEST C INK IN ENTRANCE. ELEVATION=278.23, X=4036.45,` - 3'�73 i 6' HIGH 6" PRIVATE IRON/CEDAR SANITARY - -i �: FENCE (TYP) SEWER N X LIE _- - I -. ...---- ,' XI I- - ti$s 11 ,? 4 -F ' l I L it-i - tj�_�_AR 20' STORMCK SEWER EASEMENT .% p nse, o verify these be coordinated with the building architecture and scale to maintain a •• standards. Any retesting due to substandard work shall be at the unified appearance. • Type 3 & 4 Bdrm: 162 bdrm expense of the Contractor. Structural areas shall include all sidewalks 15. Fire Suppression Lines shall have a Lockable Li required parking: 162 o.s. \ . \ ••• and shall extend 5' beyond the curb lines of all streets, alleys and valve. The Lockable Lid shall at d on the isolation Type 2 Bdrm: 12 bdrm • a minimum Supply protection as the required parking: 18 p.s. VICINITY MAP � !�'•• parking areas. � PP Y P � �'• AMPro USA LL562-WA Locking Lid. Alternate Lockable Lid shall be Required Parking Phase 1: 180 2. I Not to Scale \ \\. ', •• y 9 Parking Provided Phase 1: 184 � �, �•. approved b Colle a Station Utilities Director or his/her Designee. •• s / / //lrI . � \- •.• I %` i „�0//,1 - I >`'/fir'/ rl ' ! % I ! r r iiill illiiill �` - s. \\ ••• I I ■ 'I /Il 11!lI l' �'�i^`��___ _ !/�%////j/ / ! I I / l , I IIIII Ilr------�/ A �� , I__ .,,L� III/I l ',ii _ _c I ;7..G//,�, , ! l ! i I III 111,1 \, \ / I , 1.`� •• --- ( f !!lll(I / i// - _ __ _ /v../a/,: 1 1 ! 1 I 1 ! I!11!I11111 I ♦ ` / ■ ••-ft 1 !;1r1r / 1%,j// i// ,--- ; �__ - :,i.i,/// 1 ! , I I I Ili ! Ii \ ` It. 6" P 1 111 _- - 1 1 1 1 1 /, / \ I , ` 1 1111 \1 / - - ---- _..y i I / I I I 1 I 11�j111111 Ill / i \�,q ` t,ltl\111 /` 1 I 1 I I 1 I I 11111011yI / \ \\ ITARY SEWER e r --' 1 ,! l I .1,,IN11 / \, ,\ / ,• 1 \ Il�i ■�� I -- NE �, I I •• \ `\ \ I tl t111r/'��{�/��y�7 I I (� r'/- - I I , 1 / l `V�,y ', ,\ C \ �VlI 100 YR , • ` \ I II!uh/;1�R'/ IF?�ATE 1 1 ! r l ' 1 % / ! � � / ' ` �` \ 1 • \ I 11h!/fw / 1, t I 1 r '! i l 1 i i i J `� \ / \ ,\I hL00DPLAIN •� 1 I i, 1,/i1/• 1 ���.f l ; ! i l 1 / / i /41, N `/ / F9 \ /: •, - __- 6" '� \ , ' % ' ■ \ �\ I ��' ''/ i '1.f1'1, ,1. l 1 ! 1 / / / y7l`• \ F \\ eys. CLEANOUT \ 1 ; 1 `I ,i, R i �p � rl L) ' I 1 I l I l / / %rt '. 1 / \ F'l� \\ ` / \\ �� (TYP) 1 t, • ! %,` i 1 /! i 11 r i I l l i �jl111111 f \ \ \\ I EX.�I \ \ \ \ , i / : ,ya p l ; ; l 1 ; 1111111r11, 1` \ 00•••� J '/;'. f r I I I /I'1 /, l I 1; 1 ! r/ i ,"Iqul hl f ELECT. ` ,v �V"ram `� � r� ; .• , ' ,' // 111! rl I/ r ! 1�' I I ! l , , !lI I' / I BOX \ J • --- 1 Ili( 11 / I ',I11 / �•\ I / 1 „I, I _\ , J: \ • /'I - I /I . \' 1 • FLOOD - ' '' I ©EC { 4 L U I r / 1 i ;III i \ t tl /; / l /! NII11 \ k6. ..�� I , : 1 WAY \ II t} I ; , / I il' T / ; 1 r /l , ,n r Ill ! I ■ \ / ,,,,, \ \S . , \ \\ ' + • - - - - I) 11 r jl r l I 1 , r / 1 i /�lu/ l _-. __— ,-- , \ \ -7F, \ \ • --- ', /' , /' , \ \ lrl,1'I / i 11 y.,, I •mx,:,. .: ': 1l _i ! / / i i / i/%Ij/!1/Ill \t\ \ u / a 1 i " 10f, ! l 1/ \ \ ± \ C FENCE • 1 1 / � _ // I C3 > r � I..� L%'A i PL I ilu / !' 111 1 f _ llf J I /%l 1 ;, rr1 U1111 i 1 e q - 1 9 \ �\ .A% '< ;- \ `._ \ / 6' HIGH_ a• - •/ 1r/- // \ \\ \t "'fill.- !! ll; / 1.l' (' Il� � " m 111 ' / r / i / III!!IIl1I1 I,Ir ,: i c \ t,l \ . (TYP) i - - 1 /rfilll I ERI N - , I, II , < %� r , . „ 1 Scale E- , . r ,' 11 I, j _ \ c';, . �' ! - / : / i \ 1 s 1, llI 1 , 1 _ yi _ h'i FUTURE I _ - \ T - •\,. I = _ -:P' �. I ----.___- ` .1,r•li ,1, ,1`�1 1 Inch = 30 feet -- „� ,1II�In1j 1. I ... �- _ --¢^, \- q, t 1:'. s , :./ / 11. i • 1 1 \ b/ 111! 1 / /: 111 ! WPC TRAIL ___ G A`.\ • /// 1 ■' \ I1I! Irn I 1 1`'lll 1 I • i,ufl II r \ ,� .___.�t I \ , is-'�s- - s-ss--�-, _ \ \ V � \ \� ' ., •-•.--, /; /� 1 l!1/�//'111 r 1 /I ! I lt1 11 �: li!l!!!/ 1;111 1 , x x— x 4 SID ALK \ \ �i L \ j •••• '' I i lNl1 Nlfl1 1 r I/ 11 1 I t 1'if I 10 oft�& 10 -. - \ \ - -\-\ G ���` \ ,� \ 111; / '171/�•� I \!ii'l, Ill, ! ! r 1 t ` ' `� --'y— :'' r�l! r,l !l; /i, •r ^ // \ \ ,, T' x . \ I ; 1 / / / I, N1;r/!// r11; I r ! 1 v 1 t 1 '1 ;:� � ; , , I ■ / \ 4°\111 ��jF !s I I I I, ,/; • lIl 1 fill 1 I 1 1 `\ 1 1 1 1� \ / 1 I \ \ �,:' \\' `\\\: _.'ai�ja/ \\' '� \`\ '1. �1!!i11/ i/i,•//'\\ `\ �• \. I!1/ �1N1 , f /1 ) 1 - - ��,: II j WOLF PEN CREEK Ua.. TRENCH FLUME \ ,\. r \ I 1 I /� 1 4" SANI Y 1/ //. ! l 1 TAR v\ a � l/ l /// \ r 1 / f l 1 / / 1 1 1 D /I /l ice- .i„0 :�` EDICATION ARE 6' HIGH 12'x7' 6" PRIVATE SERVICE (TYP) W/GRATE \ r \ \,,: OP \ ;I It; ,,-//' l l ! I I 1 \ 1 A2J,;� PI , "." ,� 'Arl / \ 1 \�, : PROP. 4' WIDE ! II GENERAL CONSTRUCTION NOT i SIDEWALK TO I ES: \ ,• FUTURE TRAIL i I I. It shall be the responsibility of the Contractor to verify the exact 6. It is the responsibility of the contractor to comply with all State SITE PLAN NOTES: , SYST M r location of ALL existing underground utilities. Furthermore, the I. Name of Project: River Oaks Townhomes and Federal Regulations regarding construction activities near ener ized • I Contractor shall contact all utility company representatives a minimum overhead power lines. Additionally, the contractor shall coordinate 9 2• Legal Description: Lot 1, Block 1, River Oaks Subdv. s,' '\ �\/% i of 48 hours in advance of any excavation. ate all 3. Owner: Jim Stewart � / proposed work and procedures with the City of C.S. Electrical Division. Waterwood Townhomes �20 \ • 1 '\ �/ a• Contact Dig Tess ® 1-800-344-8377 1 7. All materials & labor not identified as a Separate Bid Item shall 1001 Krenek Tap #1401 b. Contact Kimberly Winn ®ATMOS 774-2506 be considered subsidiary to the item in which it is used. All materials ` y 1 College Station, Texas 77845 J �1 I C. Contact Mike Lavender ® Suddenlink 846-2229 and equipment shall be both furnished and i (817 994-4663 ` / installed unless otherwise ) \ I d. Contact Isabel Cantu ® BTU 821-5770 4• Engineer: Mitchell & Morgan, L.L.P. noted. I \1 1'_3' Ili e. Contact Mitchell Gas ® 779-4460 511 University Drive East, Suite 204 \\ \ \ `RETAINING I I f. Contact Union Pacific Resources ® 778-8525 8• The Contractor must provide construction staking from the College Station, Texas 77840 � ` WALL 'Ii information provide on these plans. (979) 260-6963 g. Contact Richard Wallace ® Verizon 821-4752 5. Zoning: WPC II! 9. All soil exposed by construction shall receive stabilization. 100% \. FLOODWAY ; I1' 2• All construction shall be in accordance with the current City of coverage of groundcover, decorative paving, decorative 6• Existing Use: Vacant Proposed Use: Multifamily ----1' -' `� ' - 111 \I College Station (C.S.) Standard Specifications for Street Construction, grass is g e rock or perennial 7. Y ----- - \ N/F - 1` I In P Setbacks. LACOUR 2, 9 r -` __ \ \ ,. ` `` 11 i I B/CS Unified Technical Specifications, Water and Sewer an islands, w es drainage the C h 1 - - _ _-- . _ � 9 required parking Per City of allege Station Ordinances 11z a lot ' I n s al and a'nage 8 Site Area 7 41 acres P Site Area: 3.732 acres _ d Generals, parking lot setback, rights -of -way, and adjacent property disturbed 9- Project Information: 9' \ \ Er ` ;/ ` i 2007, and BCS Unified Design Details. All inspection shall be performed Burin y INVESTMENTSit-118'' - _ -- � \1, \ g construction. REM. 12.18 _rt_ -_- - - . F I ` _ G ,.� tMF ,_.,,: I I _ �_ ,,.F.,,t `� \ v r i _ ,1 ; \ \ g 6" PRIVATE I by the staff of the City Engineer of C.S. All construction shall be 10. Trenches m AC. TRACT k ay be left open overni ht if ro properly barric PH I - 51 units 3' ' fDE j ATE R,:. nt �., , : R2' f k \ 9 P P Y barricaded. / �------ _ `� ...WI R2' R2' R2' `�r� °\ �: � ,\ �,,. '��,�� _ •• �' - `SEWERARY i I coordinated with the City of C.S. City Engineer. _ 398 768 1 L WAY ;"°" i:r = t° • _ / 3. In lieu of using PH II 47 units Q NOT I 2' TYP (�) 15' PUBLIC ;k < ��5 w - LINE 11. Adjustment of Water Meters, Valves, Manholes, Irri Irrigation S stems, _ ( _ - - (TYP) - UTILITY \\ \ • g the construction materials indicated in these g Y PH III 00 units , s �� s '•' `- \ _. (TYP) and any other Public or Private Utility, etc. are not separate PLAITED 12A2 - _ \ /, plans, the Contractor shall obtain written approval from the City P pay 26 \ °° • M : y items. The Pr' 10_ 2- 12'x12' EASEMENT R2' R5' r \ / �, CURRENT \ - - eer ' o a m n a be subsidiary Bus Stop Is subjecto revs DUMPSTER ' _ R2 R z :x�h. 26'b'; ° Price f the djust e t shall ary to the o t review process. �` �. / Engin for any substitution prior to Construction. Requests for � 1f3Y t..,,:� r �� t \` \\ �' : ;� - � � q construction of Sewer Line, Force Main etc. ZONING: PADS ACE - \,1 `. N ��1-, changes should include product information and This WPC ian2 R5' I 9' :M1 X ,- \ `< ^, r ¢ \ 9 site lies within the 100- ear floo R5' an engineers seal 12. The contractor shall coordinate with ATMOS Co 1T R2'' \ ,` where applicable. The contractor shall be financial) responsible f Y dpla'n based upon x Communications, F.E.M.A. FIRM Panel #48041C0144C as amended b R2' Y P or BTU, and Verizon to adjust the location Y 6 FT HIGH 18' \' / ` \ +'.• \ \, ` the engineer'sliratime sent contractor f n of Existing facilities. L.O.M.R. 00-06- '� ! " � \ �; s� "" '`` �' \\9 175P, dated July 10, 2000. MASONRY SCREEN R2' a, 26` x"� * \ ! -- P wing changes and redesigning based on 13. The contractor is responsible for traffic control. All traffic control 1 / \ x: OR WALL AS 9' 1 pf \ contractors requests. __ must be per TMUTCD and be approved by the engineer prior to PHASE 1 ,¢" - 4. Trench Safety Requirements shall be in accordance \' , APPROVED BY Dr R.6� _ j R2' -r. 9' '<; PROP. SAIV - , `� \ `` with O.S.H.A. implementation. This is not o separate 2 - 7A units 20' P,U.E. , C i SERVICE Standard 29 CFR Part 1926 Sub art P. F P e pay item. Sx4b + 2x3b = 52 bedrooms .. SEWER Q' , 1$`$ ,� _ PROP. SANITARY I - - _ - P or general requirements, Irements, see 14. All roof and ground -mounted mechanical equipment shall be + - 40 bedrooms _ __ r J _ - /� MANHOL'E� \ ° '. '� � � . Sheet S3 for details. SEWER MANHOLE I - -18'- ,, I---T---- I --- -- . \ -- d _ d o e e u 2 7B units 2x4b + 2x3b 3x2b ` 2 6 units 4x4b + 2x3b = 44 bedrooms 18 \ •' \ screened from view or isolated so as not o be visible from any public 1 - 5 units 3x4b + 2x3b = I ,,, -- _, "Mf [�-- 1 1\ lg' _ - / `X \\ 1 \ % \ 5. TRENCHING AND BACKFILLING: All trenching and backfilling shall right-of-wayor residential 18 bedrooms tlal district within 150' of the subject lot, 2 - 3 units 1 x4b + 2x3b = 20 b I - - g� � � r�-s�.,�.�..� � ,. _ •, @.• norm I shall e o rooms conform to the specifications set out herein. Testing h II b provided bedrooms 9' 2'. \F \ • laboratory, at the Owner's ex e 4. measured Iv e a grade. Such screening 1 units / 174 bedrooms R2•' -- by a certified I a point five feet above gr d S h sc e n shall m e from 5 \ \ \\ �y — __ - � 9 \ \ i\ \ 15-SSj_ - _ \ EX. SANITARY SEWER \ ' ` MANHOLE TO BE ABANDONED — .. i _ --- (BY OTHERS) 2) I ," y ANF :a:: �:vr �; rlrt �tra=...... 1�_ arrF �5' R5r\ \o \fig, i -� \`� \} - as \ EX. 15" Y ' R2`- - \ _ \ h ,N\\. \ \ SANITARY SEWER 20' SANITARY 26' R2' �5-ss \\' \\� << \ - -- ` TO BE REMOVED SEWER EASEMENT TO BE ABANDON 15' PUBLIC - \\ , is-s- `\\ R4' UTILITY EASEMENT g' -R2'. - \ - ,. R7.5L: \ 5'_ : nc t. FiR. ra t F 'AfvE +F1F. Ln.r \ 'r _ -IR c ' C (I'� FI'?E LANE — . I•.,. -.AHt , FiRE 4.kii[E' \ - '\ $. �� I $ 8' -r 9' I NBA 9 1 -- -- ,._ � � , \\ -� Y _ i \ s +i __ - - -1 - J\ "p ''I I------9 9 1 -- .___.-. -- .,-Ti__ --, ..< _ -- J-dv1--- -- _.-...- t;. W'L --- . _.'—�`\ �i.i \ - \ ` '#\ { is 4 L-- -- - 6 SIDES-� - --- -` - -- - \ 26.1 '� �\ LLL \ ,� \ EX. FIRE HYDRANT EX. 8" WATER LINE 0110558-WPC_Cond0SvPhase R0558-02-S@eplan.dwg, 11/302007 10:08:29 AM, 130 \\ \1,� 16. A � v� PROP. 4' WIDEil`I 1/'rNrw/1 ;, / I&11iI11`a1 / I � 1 / 11 1 t 11 t ;� 9' "t } /` SANITARY SEWER _w- % . - %k I / / \ I IRON/CEDAR CONCRETE \- \ \\ $- \ \ I / il1/AI l/1; 1 1 1 . ; , / / 20' PUBLIC b=, ;� \: SIDEWALK TO 'I r I, / / / ; Inn, 1i;I ` , t ` ` ' ', ' S . 3 5 9 ACRES • /, FENCE (TYP) PATIO (TYP.) LINE U' ILITY EASEMENT y 91 \ ��\ \ `W1 A\ 4; \\ UTURE TRAIL `rill; l, ;" ;'; ,Ilnl!! I i i!! i 1 t '1 1 '', tt 1 1 11 C -//% '� / / \` t -, -� \. L,„' '\k \ �\ SYSTEM �r;li,/r/L, ,1'Ii1�, \\\\ \ 1 + \ ,•1 URRENT / �j , 8' \ .\\._ ;� \ 1 1 %/ r 1 /! 1 I, __\� ` . ZONING: / , ,, ..•9lW\ \ OR \.: o \ ;1/'!/�,,•'%/ / l` • _::, ■ \�\\\' '\♦' WPC / ' !, o ff // // E!J q t11 I t I I II" FU\ I 1, , H�IE[PIIE HI II� (TYP.) Af 11 - '"�1- \I . _-\ , -,VI,\ `V.",,,I \_��.,, ,N,,�� AI I,` u J GATE I H. \- '\4 -_g'. ` ,/ /f/ `����� ��\��< "iii �i i / IAN tI 1 • .. — - i• ice: /i i RAMP \ \ \ /A4 <\\ _ %:'~ / /" / lu ,� \ \, \\ rI - . \ � I / ii, •• _ < � - _-- � SL - %ice iii i f �' - " 1 / \\ I RS, L.P. •, ,\ _ • _ _.: --ii— %iii / / , 1 / �\ \ ,I /I I CT LOT 1 R5'� / / . \ / ` BLOCK 1 f BLOCK 1 STO ': \\ l � f WOODSTOCK, I� SEWER \ s \ \ \ \, • , -,;' % , / / < TED . 41 \.\ \� \ 6 PRIVATE - - "/' ' " '/ \\ // SECTION I �,I ACRES LINE ", \ j •, ; ,.,,,,,,.,/ 10 Ili \ IT 0 \ \ H. C` s9\ �,j - \ r e 100 YR / / SANITARY • \ Ii 9' RAMP \ `: \ • , . . �,� . .' . , \� ® y • o / , \) PLAT 436/487 CURRENT 6'. \ \ b - SEWER LINE \ / a •,� .®•••es o FLOODPLAIN // // I \ \ • \ ` • •..•• o® / / I CURRENT 1 - •••• I ZONING: I ZONING: i \ \ • / WPC O. } PRO �, \ �,� } \. .1_1 ''-� ,.� w• 100 YR 4 /,// /�// i I j WPC F� \ R5 E \ • \ \ N, 6' / / / ' 1 -/ ' g�� \ . \' �� H C•�.\WYWA \\\ \ �\ ON HCIGH / • O. -- •• - _ . - / ; i FLOODPLAIN : / / I I rtRAMP .\\�, RATE\ \\ '-ON/CEDAR EDAR /-,.{ •••. ...••••o /, I = N ,`\ NCE ( _ - _ ------------ 1 ------ _ I I - (NP) •o -----=--------- - L-- --- i / i \.------ I I - -_ , , 11 \ \ R9' a �"% �% \ STORM ;/ // 15 PRIVATE DRAINAGE • // �� - -- _ 1. 15' PUBLIC UTILITY', EASEMENT ` \ \\ y' :\ / \ DRAIN / \ EASEMENT • ' ' n \ , i \ H.C. �.,� il---------------------------- , , -------------------------------�; F �\ `\ RAMP m h \ , /" ;�� �'�-p- ", .I ^ �� \` Assn /' e •------------------ q•,' I - I i ---- 1 11 I \\ \\\ 6!" \ //,.: /. /1. w�C14,'f \\ ` ,/ / % 1 - PROP. 1'+ / 6 /// i �'�i t �'\ \ \ • - - SIDEWALK TO . ® �+� , - �' I• I \\ 1 \ \ 2 ; �� R9 h, \ e,__ \ /j \/ , 6" PRIVATE -, 6' HIGH l • J / .',� _ I __� \, 11 I \ \ \ \ \ / h / _ I ,I /�• SANITARY FUTURE TRAIL / • --_- - -- t II � 1 I \ \\ ,t\' x-- i k , 9 � { �\ / / • 0 4" SANITARY IRON/CEDAR / • \G / _ - j \ ` . II =, I I \ \ ,� �� \ , \ \ • / , SEWER LINE SYSTEM ,r • - = = I 11 11 H I I \^ \ /j \ \ 2'\ 1�• / ,.• SERVICE (TYP) FENCE (TYP) 8" , // I •QJ� �/ t 1 ' ,' l _ _ - - t CLEANOUT . , >^ _.. PROP. `•, • \ 18 ' a w / / 1 1 / / I I I1 U I ; \ `' _ -°`. - 8" 4, / ,'i / a, \%o \ •16 `'r5 (�P) / '� / t 1 ' l / , _ - - I : m cn ATER n \ \ I; -i - b_� / • / / / I \. I I I I I I I I ` \'� 9'\ -" r IN %y _ 3 ` ,/ / /' r l f /- I-- _L-/ I 11 \ INE _, 4 r I I ' I �6 I PROP. 8" \\\ ` \ \\ \ , t� / ~' ,_ �,� • / / Il �/ i �6 i ;/ ,/I --, \ I - // - - - _ SIDEWALK / • • / rI / `_ _ _.I \ WATER LINE \ \`\\ As, �,:Kz �'\ \ / •/ f / 1 /- I� I 15' !PUBLIC � i I I \\ \ \\ ":4 26' `'11 �;_; \ - - , i ,' l ; ! ,' 1 i,' / / / I / - - \'\ 1� PTILITY i EASEMENT { \ \ ,\ \ ,/ / - . I_, - - - _ _ I r l l ; r Y / I ` I \ \ PROPOS \ STONE / t ., 1 / , / , 'I 1 ' I ' x E----U 'I 11 \ I ` \ 12'x1.2' ',\N\ ` �L 11 STORM BENCHES // // (j (p JE / ! I , / I // , `-\ \\ II, l 1 I I \ . TEMPORAL \ ,� / (TYP_) / /• ��IUJIf Lf%Lt� Ca- f ••� / / I II i PROP. I I `\ `�'d \\ ' �UMPSTER ,,1, A � � DRAIN a 8„ ,/` i � — � / 0", // , � ' 11 J-11 15" SAN. 1 I I \\ _ AD \ _ 1�1CLEANOU �/ / • w I � . -/ / 11, D} D ���1.I \ 9�- tin f� \-IdCIDE - 15 (TYP) / / • 8 CAP r '� / SEWER 3 't i'1 II LINE (BY I I \ R5' R5 \ - __- - - - - - / WITH 2" / I / It I' `\ I OTHERS) i i \ �' - ( �1-P,_w, I,- - ------ - --- ��-BLOWOFF '''/ ! i i rf� /� , 1 I R38' - I �\ ,^\ , �1- -- // j' I 1 Y I /` ,/ I \ 1, I '. t 1` 11 \ IV I II I \\ ,':.. \ C!.-i :I+-- _`d g'.I^- f18- -+-- - ..� .."' ..�.'iWL.......1 ^I�.� • \\\ // \\\ ,1, / / // I< I /1 // /% /' `� •ROCK ` /` > .� ' I,l /I 1 1 \ 15' PUBLIC UTILITY EASEMENT C° III 16 FT HIGH` \ �\ 9 STORM k' F - I 1 '�PU LIC - I l a _ '•. ! ` / ,' _ N .,E - -- __ _ P RAP \ �' �, E,�'E1fI�W R 1 1, TEMP. - . 9 / \ , , 1 PROP. 8" cn I I r I \ ', \ DRAIN \s -. ,,Tlf, 1 - / \ / 15' PUBLIC \ / / " INLET s r, tqM' - / \ / I WATER LINE �' ` I rn 1 CEDAR \ \ , 1 \' I I� I c , •mom. r,� I _ 9s \; r / / 1 / - L- 1----+---------c------ --r------- ------------ ----------------------------\ter--------------T------------- _-- _ ( _ --- - , �t c - _ I 1 FENCE \�- ___26 STORM.J �V" -�.� -:a '`' .".�' 3� _/.rar [,1-IhF� { / UTILITY . � /' I i t CO�I�� 1VCG I \ ---- \.-, ` �..� - * R4 - n t3' ' _ f' / EASEMENT \ / , 1 1 1 1 \ I I \ , 1 - - _;,: _. _ .. _� ..�. a-wl ---1•_ S-wI 8-W� 1 \ .. .,� DRAIN ,� 4 GRATE PROP R30 /' /: - ; = \\/ / � i; t 11 Cl ��'Rl .+4N. R8" 111i —1__'T a -WI 11' a-WL---- I i 1 \ , '� `F f `---_ ___L � � INLET 26. FIRE. SEWER ` %\ ! \, Z_ 68- - - - / ,�, "/� `t ic �0�/ _-----�__ J PROP. SAN. ' 11.66 ' - - _ _ 1-------1---------------------------------------------------------------------------- --- � w - _ ------------------ - - T i \ ss i - .I: ' I Ir (TYP-) NT, MANHOLE • \` 8 xN! \, / / \ 1 1 K,' �.> �. HYDRA E ; / G i' L L�_ Z i r 1 1 \ I ! SEWER \ �____ s + `- :ar,_ ,_ . � , � —.. J-! - - - (BY OTHER$} • 10. .\�CLEANOUI \ - - -.i J�� i 1\ '\ \ COIIEt�t A f- II'll,I 1 --- _ R83 ! s I n_ , z - „tIli , \ ) `\ Q ++ �� I 11. MANHOLE - _ 18' \ \ (NP - / - - - �l.Q STONE -- s, BY OTHER - _ I ---------------- BENCHES - -��_ __ I 18` 9 -' 20' ••" X_ `\\ //' I 1I 1, (TYP.) s - _ r -ss i� \ \".-- - - -' / / , -- _ 20' P.U.E. �1�� _ °z- °�( \ ` 20' PUBLIC' /' P( 15' PUBLIC �. � ) \ I \\ \ / -, 1. --� 1 T1LITY EASEMENT EX- TREES - - \ , - I \ J __` + t. r \\ ` / // ACCESS AND --- EX. TREES TO 20' SANITARY EX. y \ t:1, DES IAN t \ • ` / 11 I TO REMAIN PROP. 4' \ - \ / ,� (�'P) '= WIDE �\/ � REMAIN TYP SEWER EASEMENT TREES TO %8 s- ` \\ ,/ DRAINAGE \ •..•" (TYP) . I GATE I \ I 'I5' •a R60' ' \\ / /' EASEMENT �.. !,•..••••• >> I - - IRON /�� SIDEWALK \ TO BE ABANDON REMAIN a `, W OOUTH ���� WROUTH ��� %. "'')> 7`" /� �` 4 �,! y ��,.,�( I ' ��ao,� `��.v`v ,'� ..•..•a..•o. .•.•• r t FENCE _ =_V FENCE -----------------=---------------------------------------------------------e------------ ----------===--------- j'. ---------- - ----- -------------I-- � � `-- I R30 abe •' ." � f' + \ i-•� I \ •• v. ----- ------ \ _ _ -� R14.5 .. \ -=``,tl ------ - ---- . \ f s. Y �,. \- - --------15' F �� \_ t t I Q wsrro \� 00 7- ..�� / - -\j 7, `°'r'6 - RONT- I \ J� , 1 n . R125' cHFcK' . . \ 1 YR `C r / ❑ r,' \ _it r� _ StiBACK t-� J 1 +" 14' .� IN BOX FLOODPLAIN --=� z! 1 R35.5' PEDESTRIAN - +- 1L — - — — — — — — — — PEDESTRIAN — — PROP. BUS - ! 1 � IDlIEW / — - \ — PEDESTRIAN \' STOP * 'y� GATE � 1 2 ;� ,� . else I A GATE .. .. �� GsmsATEone a-mmm� � � � � ��� � � ��� �. � � � , - _ - �� IRON WROUTH I _ N/F 8-WL - _ .I \ _ �� .� FENCE BOX + CITY OF a.. IR -- - .. _- 2 0' ON ' I z _,d� ,.... a - - V OUTH _ WR - --- m 2p, FENCE `\ \ -- / / STATION SID�y ,/ / 5.163 ACRE EX. 4 WIDE *PROPOSED BUS STOP TO EX. SAN. SEWER LINE sss - __ RIO' PROP.` - t-/, j\, / TRACT _ s2, '�► SIDEWALK BE SUBJECT TO PIP REVIEW TO BE ABNDONED �� - - ' '` " ROW t\\ 1636/315 \ P SEWERWITH ,r �a ` / 'PROCESS -'— R20� � CURRENT HOLLEMAN DR1\ 24"STEEL CASING .>_ '. - I ZONING: E 80 R (BY ,_ � W (EXIS - PROP. 8" WATER LINE TIN G ) OTHERS) _ ` �\ / I WPC \ - >. (SEE SHEET 01-OVERALL LAYOUT) ", r� FOR CONTINUATION PROP. 15" EX' - 4 S1, � 1III, _ _ I. \. � , r y 'iC \ SANITARY SEWER. (BY OTHERS) ROW �` `\��� - T.979.260.6963 F.979.260.3564 IOLLEGE 11 UNIVERSITY DRIVE EAST SUITE 204 STATION, TX 7784C PLAN & DESIGN SPECUIJSTS IN CIVIL ENGINEERING • HYDRAULICS HYDROLOGY • UnunEs • STREETS SITE PLANS • SUBDIVISIONS O � M (y m ? m 3 m � > Q:' >, LL1 >, m m 0 m ai C L_ W . II 3 0 � In v C O 0 U O (V L � � O 00 It r- I� Z o o H Q) Q N a_ LL_.I V) _- �O Y O � > X m O a- Z O � w O J Of J O O ` N N 1`1)I I 1' � � � Q Z U) {_ 1` o .T J N Q � � o `' z LIJ 'Z . = O � V J Q Z O j v m Q 1� O � � CJ � 02 n.com I - . —<_\ Of 17 Sheets PROJECT BENCHMARK: TOP OF SANITARY SEWER MANHOLE LID LOCATED ON SOUTHSIDE OF - HOLLEMAN DRIVE AND 85 FEET WEST OF WPC ICE RINK MAIN ENTRANCE. ELEVATION=278.23,- X=4036.45, Y=4733.73 \\---------- Scale: 4\' SILT ;''\ 1 inch = 20 fe � \ � ��\ ` ' STORM WATER ,r POLLUTION PREVENTION PLAN ' � �GENERAL NOTES When joining two or more "Silt Stop" Fences tie the 1 j FILENAME GeneralNotes-GmCmet-PPP-BCSdwg two end posts together with nylon cord. ( ; ( PLOTTED: 03 Sep 2007 - 1:57 pm P g Y GENERAL Wooden or Metal Post, r i , 1. All contractor vehicles, including employee's vehicles, shall park within the 1 Min. 3' Length (1 1/2' exposed) Silt Fence, "Silt Stop" project site to minimize traffic on the public streets adjacent to the work site a ual entrance. Contractor will provide sufficient parking areas to accommodate his I max 10' spacing �- or approve q 1 vehicles. Any areas disturbed or destroyed by vehicular parking will be repaired + Min. 24" Overall t Ground Line to original condition prior to completion of project. 6" x 6" Trench S I LT Bury toe of Silt Fence 2. Contractors shall ensure that no dirt from the project accumulates in the existing 6" below proposed grade Compact trench streets. If dirt or debris from the project site accumulates on adjacent streets, the "ter 2760 FEN C E, \�'' •, backfill to prevent --' �78 i contractor shall immediately clean those areas. �" P c� \/\„ti ti 278.3s"` \ ��' ! \!�;,;,,�`\ \\ \�\ Ground Line Existing Sod "washout" -�- - 7s.25 _: \�i5` 276.1 ' _" 3. Contractor shall place erosion control protection at appropriate downstream ! --`�- 27 ` `s �` f I locations to minimize silt and debris from leavingthe construction site and �i- y ExistingGround >' \ 280 q 280141 \ entering the drainage system. 1 Bo i4 80.14 t >"i , � 76.581 (` ' f ` i 14 eo t4 $$ m':i' 80.29 ►� 1 �2 �fopWall=276.00 \� 280.14 2 ; ;_ 1 h 7 os = fioeWall=$75,00 1 4. If required on the plans, the contractor shall maintain a vehicle wash down area of \o I of e 1 sufficient size and in a location to facilitate cleaning his vehicles prior to leaving the SILT FENCE DETAILS ���`__ 28028't 1N! I 27 .O¢ -� \ i \\ 11 :` work site. 1 I \ 1 NTS �V 5. Once vegetation is well established contractor is responsible for removing all 277 64 �� \ *` `; temporary erosion control measures (i.e. silt fences, rock check dams, etc.) -- , I \ 6_ Structural controls shall be installed as soon after clearing as practical and �� F 'r \ \ �, �,\ maintained in good working order until the site is stabilized. a 5 : %'_'k, •J -1 ^r.�.i ,� -'. .. 'Hl: ,,., ; ": - .. , •� ^1 \ '.. '•- ,�, :. is R', - "»5 - Y.Nq y \ \ ` ` '' '`. Nt 7. Alternate structural controls may be utilized if approved by Engineer. ��\ � ' ► To Wall-276.00 111 278.2 \ ! \ F: k a Z78a2 27838 k_ �, r ToeWall='273.00 8. The contractor shall comply with the TCEQ STORM WATER DISCHARGE PROGRAM and Z 278.13 ,> •r 1 z ' s ? - z \C P Y , 278.36 278. I '� i and fill the late forms. •� 279,22 2 • - '���' � � ` is responsible for completing "n appropriate r• a e „ \ P 9 9 PP P _ --- / 279 279.1 - - - c �7 $\'�..^ � �'� k c�tSK P .�. 2 o.os _ 1� 1 - : - �% t-280.13 80.12 280 28C 17 80.16 280.06 � 1, �•: r •1 �` k ,�• ,, \\\ \\` \\ 4 � _ 280,2-2E .2 280 .:, / 1 1 +3- s ,15 ----- 1 � 77 c,-_ ��� s \ \ ♦\` ` ! 1 80.17 280.17 280.01 ! 280277.17 r �J 21a ` �,`� 9 , \ LEGEND .g77.54+ 77.7,3 ` h \ \ , I i 277.T= 277.80� .._ , \ ;TopWpll=276.00'`, 277.8. Property Line -- \ \ ToeW611=273.00 _-: 278.74 277:$ \ F' ;, `\ ''\ \' High Point 278..93 9 1 I ! + \ 277:68 \\ 279:35 277 3 \ - Existing Grade - , a I r+skt' i nnn ^ --- ----' + 1 12x12 Proposed Grade -�,. r s•��„ .> 278.70 Proposed SanitarySewer Lines 279.6 \ a �:_ 3 _ - - - ---- Proposed Water Lines 279.77. __ . _ a ,r_ <,� x.. t_Top _ 8� t � ,� _ E.'� ,, Wall 276.0 .. y \ 280,28 � .- , 278.63 �t _ �_ _., -.�.: ,2, ,. •: .. � �: ,: .... ToeWoll 75.00 --- --- -----_ _--- ,�-------- 80.82 -. �n .. \ • .:,'� ., , T� ... �6 -„, . \ ,u Proposed Gas Lines Electrical L nes 280:67 80 35 C 279_ $ \ ------- - - -- Proposed i \ 2 ., 1 \ \ i._ 9 \ #T .: " A. \ \ \ 000.00 Proposed T P Proposed T C \ 28 :=.. - : , , , 278,E N ., �s, .., ' •. '' ' �,� I � � '`\ `� -- P / xx.xxx P / ... \ \ � _, • - fi '� � `� `star � � ;I.'���%, . \, -- _ Elevation Qr Elevation \ \ ._ ,zrs•s.. _--- / -. :` ,- : '' � �' ,� , x c1a�i a, '• 1) ;fit: � r i \ \�\ ~` ♦,♦` `.\♦ .♦ ! 279.24 \\ 2 �� �� - �280.7. x., , \t ? �` \`\ F : f �! 0,E\ - -- t-- \81 280.93 80 \• ; T/P - To of Pavement T C = To of Curb --- \ �5 281.12 280 55 SQ'. 2 ~P / P ., 281 l , Q5 \ 81_5 --' - - - - 28Q.71 i �o t- t -3' r , \ ♦\, \ \ 280.89•) `\ 282 t \ wr:, 77.8G _ cr x tv \ -- �i \ p . iyf b \ , \`\\ 282-�77.80 , , _282 5 S97 �a 282 r ? \ 278.01 - � �-:.• .-i \ � \ \ -- 8 \ u \ \ 2.00' 281.6 x_ , x ' -r >s 27$:2 27 14 �r -�\ i ♦ 1 .OQ' r78.84 \, \ --- \\ 278.: ��� r ';zg *c'\� ~��� ! \ `\ 12" WIDE TRENCH GRATE - '\ \ ,' - rR^",y,..e:at.- .a.. i `\ ` - 281.76 / 5 n., -, \ \ h,;�„ 1 \ W/ FRAME, HS 20 RATED _; \ . x• � � �. �, \ I BOLTED TO WALK 8 ` / \ \ \ �� as �.. \ \ 2$0:185 2 278.09 �\ a.. . i -..- :,-.. ... .'tip.. •, , ` , ` \ 1 • 83 07Cp , \ \ \ \ M ,. 282.63 \ \ , \ m o �J3 Bars , - - \2, .. - , _ ,:278.24 %, , r✓ \ ~~~. ~~,_ --' ��.,- :.._ � :-< rya`.-- .- -. - - S 28Q.70 \ , 280.61 \ 278:64 `\ \ \ \ - c7. \ = FL AS SHOWN ON CONCRETE 3 -a PLANS 0.25% MIN 27,83. t� sFL UME DETAIL ; I - 1. \ . _ \ , ,,. � - ` � gig. ��a.� s � .�, ;v,, 1. L�4.14 3. \,` \ ..� \ \,.-..:-__. _ .. .._ � t '•- \\.� \\ a a ...; L,.R sR. y�t.r�• \\ �y \' lJ' 27$-92 y. ,•.- 279.19 9 \ s \ 27E \ ? 2 3 9 2 .21 3 _ 2$0897- 4,=2 '3 _\ x. I \ I •FWM pp g3 S '.:S'L- f \: '',:« �"". -' '-•� b . } FILENAME Ed:GRATE r 281.0 , i�' ::_ .- - _� - .:; _ \; .. •._-,,.:. _.�8[}:53; !- - ,.. � -2y82� - - r , PLOTTED' 08 Apr 2003 - 4:13 pm I 284.30 cr' 278.26 \ \\ \ ! 4 `\ ' 2$380 284.39 F 4. \282.5 t 1.4t 28019. \ , zsl:os i 283.91 ! \ ! 281 - -:- - -- ---- -- -- ` - - - - - - - - t\� -- 284.39 284:f 282. 8 8t 54 281.1 \ \ \ , SILT 284 7 \ 1, \ 278.93 , -\}- \ 28t.27 2$ 27` I Public 50' Min. Right-of-Wa Existing Ground Separation Geotextile 8' Min. Fabric for Full Width and Length of Exit PROFILE Graded to Prevent Run -Off from Leaving Site. Provide Appropriate Transition Between Stabilized Construction Entrance and Public Right -of -Way C 50' Min. Symbol Public Right Existing of Way Ground Or As Shown -` On Plans Course Aggregate PLAN STABILIZED CONSTRUCTION EXIT NTS FILENAME construction --exit dwg PLOTTED: 14 May 2003 - 2.49 pm CONSTRUCTION NOTES: 1. Length shall be as shown on the construction drawings, but not less than 50 feet. 2. Thickness shall be not less than 8 inches. 3. Width shall be not less than full width of all points of ingress and egress. 4. Stabilization for other areas shall have the some aggregate thickness and width requirements as the stabilized construction exit, unless otherwise shown on the construction drawings. 5. Stabilized area may be widened or lengthened to accommodate a truck washing area. An outlet sediment trap must be provided for the truck washing area. 6. Contractor to submit location of stabilized construction exit for approval. 284.48 '" ': 2&F:24 --- = '.283i9 \ : 282: 282 •� 8 2 ?- -; _ S1.,i Ti rz ! N-3 \ \ 1 I% n ` - ---F' LNCE 284.41 84.33 4.00 \ 28 .18 ` I 1 \ �\ 28,t.35 12 281 65 \ t, r . �',� ; X A c0 27 a 278 2 ill ar I 278 7$ 1 99.36 99.36 / '^f 'it �t'�; ��,\l \ - \ ,6`:''\\ {♦ i i - �`-Y x1 ,._r:: _ 2 32 7 X12, `\N' 2-8.2 \\ i \\ ' ~. PATIO ;7 3i ' S \ \ '�.,1 \ (MAX) ,y N (MAX) 5.0'---�-{ vo -25% { 27$r2� \ '\ 4 i \ �25� 99.44+ +99.44 V 1 , , 0 1 • i I y \, ! (1 to ` t ' j'' ` \�. --- - `i 1 i1 irQ v \ ,�.• a,. )a � ;y 5.;;>,. / ACT \ \ \ t ,' � a: 27 w 32 , .278. T .r r c' \ t 278.97 r 1 r � 279:6 \. • k\ `---------- ' t `. 99.50 9, �9.50 99.50 M //N�.♦/ `\� '\ v 281.34 N 4) 280.45 �/ ti V/ :'I ,t , \ \, N 't11 N I Q) �j �•/ ��0 '\�pj� O) 27Q179 - 1 N cV/ �% �' � / 1 ' ` \2� 33 / 78,77 ' \ 1 -+� -� < / -• 278 8 \ \\ - '':\ -� _ - - - - - \\ �- _ \\\ -T� 278 8 IN TRENCH FLUME jp ' �, \ WITH BOLTED �o \ F , , ; t' ; �; %; TYPICAL GRADING AT _GRATE �9 2�8�', �,�?� \ 27 33 .\\ \\'`., -; ; ;`�`; % REAR PATIO 278.E �': ` v L <'" \. \ ' `' f '; ' J '' 278.z7 N.T.S. 278.2:7`' l DOOR GRADES FROM ROt�GH �\ �� [ _ , �$ �\ �. ';,; ,''i'%�f '�'�� VARIES }1 GRADING PLAN �` ; Y FINISH FLOOR - 4' (SEE SHEET 12) 279.G3 VAS V, t `\ 1.5% o in E J �`\ 279.1 7�%1 278.2 LA ' I \ 279.23 D Q 2 2 279.28 9.02 27 .28 - 47 by< \ 279.- I 2 ?f7$,15 2ie.2 % 279 53 282 52 277.98 24 219.13 \\ ay 278 6 I � 27787 '2 8.0 1 279.68 \' I \ 277 }, 79. 78 ---.... NV J I� ,e -. 2V�7.99 -. \�s 277 , \� N \ 1p3 2fi1.89 \ \4 279:48 �f ! 278.73 I 278.71 .� ru •'a 2$2 rl r,�- - ` _ /�� 78.7.-za 277.$9' _,. CURB -2% (max) -4.5% (max) opWall=277.00 4" CONC_ SIDEWALK oeWall=274.00 `.TopWall=277.00, 1aeWall=276.O0/x f TYPICAL GRADING AT - FRONT OF UNITS \ _ N.T.S.. \\ ,,.,1E - DEC `1, 42007 �c. i4 ; y try, 1,. gg g y t r- ; ENGINE,ERING MITCHELL R T.979.260.6963 F.979.260.3564 511 UNIVERSITY DRIVE EAST SUITE 204 OLLEGE STATION, TX 77840 PLAN do DESIGN SPECIALISTS IN CIVIL ENGINEERING * HYDRAULICS HYDROLOGY + UTILTTIES • STREETS SITE PLANS • SUBDIVISIONS www.mitchellandmorgan.com U/"TF'f'�1T11 = ! i t VERONICA. J.B MORG_ AN eP ............ ..... / 7.7689 //!�O •.• 9 r Vi i O •• r •. FGlS RrG �� o SSA • Ca O O -5 N m � m � W m m m v a1 a� c c c Y L O, 3 U W w O Z N G7 00 Lii 00 O ao Q z o 1- LL_ O O w O X Z 0 Y m Q Q Q V) O O O Q' a _ >Ld O U ~ j W C) O N I Q) -1- O L0 O Z O � Z O Z Or- U J Q Cf) z O = O � m O UTT O 0,-) O - J W O J Z O �O Q O O V W c � V -Z O Of 17 Sheets SAPro10558-WPC_Condos\Phase I\0558-03-Grading Plan.dwg, 11/30/2007 11:13:03 AM, 1:20 PROJECT BEN ARK: TOP OF SANITARY SEWER MANHOLE LID LOCATED ON SOUTHSIDE OF T 0 W ELEVATION=278.23 FEET WEST F PC ICE .RINK ENT_RAN E. HOLLEMAN VE AND 85 MAIN C X=4036 Y=4733.73 56.32 LF. of 6" PVC (ASTAd D3034 DR-26) O -1.04% SLOPE Prop. Cleanout, C/O To 277.25 , FL (6")=275.45 1 4" SAN 6" FL=275J SEWER SE 3 w/ r,Ir C LEA GRADE CLEANOUT PAVINGr�` (AS NEEDED) ^ IN LINE TWO WAY CLEANOUT N.T.S. 6" SANITARY SEWER SERVICE LINE 4" CLEANOUT -25 % (max) f -1.04% (min) 4" PVC (ASTM D3034 SDR-26) 3' 4" SAN. SEWER SERV. W/ C/O (TYP) GRADE CLEANOUT PAVING (AS NEEDED) I (AS NEEDED) 14"X 14"X4" CONCRETE CLEANOUT STACK DIP OR PVC IA. OF PIPE ON PLANS FINISH FLOOR DIA. OF PIPE SEWER LINE ON PLANS 450 WYE IN LINE ONE WAY CLEANOUT N.T.S. SEE ARCHITECTURAL PLANS FOR CONTINUATION OF 4" SANITARY SEWER SERVICE INTO THE BUILDING l� � �� mil• NOTE: DIA. OF PIPE ON PLANS A-- - t - ------- ---- ..... . GRADE CLEANOUT PAVING (AS NEEDED) I (AS NEEDED) CLEANOUT STACK DIP OR PVC END OF LINE ONE WAY CLEANOUT N.T.S. USE TRENCH AND EMBEDMENT DETAIL ON SHEET-11 FOR PRIVATE WATER AND SEWER UTILITIES ONLY. i0i 0 k 16 I O p. PP O,tiet I y I ;t I !i ll� e I• r r71 I - 1 i I %FrI''!•,!, U T URE %i,' ' 1 i _ - lip I , 1PHAS E ---- --- ------------- 1 inch _-_----- -- ------ - — ---- " " '� I x -- i " --� " = Pro ?`• Cleoriout,- ;`;''�;` 72.76 LF. of 6' PVC R ' :, - -- b'T 4.50, f V ASTM D3034 SDR-26 *- FL 8 269.32 ---'---===- " O -2.685 SLOPE ('� _ - -"- - = ' - - --- - - - � 72-76 LF. of 8" PVC - = FL- PRIVATE SANITARY : _ ` (ASTM D3034 SDR-26) - - ------ = = - RlV ARY t• _ - _ P A7E SAN/T 269.40 O -0.52x SLOPE SEWER 6" FL= _ j SEWER 269.94 Prop. Cleonout, �� 1 ., SEE SHEET-11 FAR , . / \C/0 Top=275.10. r P EMBEDMENT DETAIL r� - _ ,FL',(8-)=269.32 SEE SHEET 11 FOR EIIBEDIMEM DETAIL 6" F� ; O 70. Prop. CI" poop, .Cleenou� - - C/O Top=275.50, 270.97 �` ?np,. Z4. . I ( C 0 ` FL (87-269. '2 7 .97 LF. of 6 PVC ,� ''� FL (6�=271.27 `. - -- TM D3034 SDR-26) �� D -1.04% SLOPE - 72165 LF. of 6" PVC-- A 6" B 6" C 8" 4t�et plpMlnlrN eOO� \ �1 s� NOTE: Junction Box #3 (See Sheet) Shall have a Ring and Cover (Vulcan V-3418-1) 10000, i� � % f NOTE: Standard City Ring and Cover. Vulcan V1342 or approved equivalent. Cover should be marked with the words "Storm Sewer". Utilize precast concrete grade Ring(s) for adjustment to finish grade. (24" Max. Height) STANDARD PRIVATE JUNCTION BOX OR GRATE INLET NTS REVI WED '-R COPLIN C DEEC 1 4 2007 MITCHELL T.979.260.6963 F.979.260.3564 511 UNIVERSITY DRIVE EAST SUITE 204 COLLEGE G STATION, TX 7784 PLAN & DESIGN SPECWJSTS IN CIVIL ENGINEERING • HYDRAULICS HYDROLOGY • UTILITIES • STREETS SITE PLANS • SUBDMSIONS www.mitchellandmci an.com OF 7-E�II11 ..... # ; . 01 VERONICA J.B. MORGAN i .....................................i 77689 : U i k� O'. o �,C�•.,FG/ST0'.--- \�.� 1. �1 l POD O m ? m CV > m > L►J >. [O m m o C C y w rn 3 U �, v ) O0 C) o C� Z In ry O CV 00 r [Xl O = Q Z CV X O I- O _ w O N U (( j Y Z �. O M Q O L O w LLJ > O U j � ? N I I \ O O N I + O � O O LLJ O Z Z O_ (� (U ct Q Z Cn U v) V U � 'tom Q o ,Z Z. :Z �O I Q vJ I� Oa Of 17 Sheets S-\Pro;10558-WPC_Condos\Phase 1\0558-04Sanitary-Sewer-Serv.dwg, 11/30/2007 10:11:53 AM, 1:30 PROJECT BENCHMARK: TOP OF SANITARY SEINER MANHOLE LID LOCATED ON SOUTHSIDE OF HOLLEMAN DRIVE AND 85 FEET WEST OF WPC ICE RINK MAIN ENTRANCE. ELEVATION=278.23, X=4036.45, Y=4733.73 x ---- 1 x--t�--- I i�� ���! x - ' 9 8 3 Units 5 Units _ 5 - 45 '' ` \ 16' - - 6 Units t .` - _ - r_. _ 1 fi' 15 , . 13' 8.9 12.8' I �L9 ...::.I.... i _ = 6b' os 513' 1 1 1.7..•13 7B Units Ui 49.5=. t.. .. 8 I 15, " t a f 120_ >rs_ I128' rn I = rn 15y I'F- - I = -- s- - - - ems. 7 = g� i 6 1 Units 3 t \ t I 7B Units - - / -- I i max--'—___-- _Y, SEE FLUME DETAIL (SHEET-09)oe = f GUFO E�IStI�G RB Saw cut to provide G� 9 neat edge of existing oSE �D�E p GUR curb. PRoP� � \ Leave 15" of -ebor of the i removed curb and tie it to the :o rebor of the new curb. CONNECT TO EXISTING CURB DETAIL NTS FILENAME: conect-curb.dwg PLOTTED: 18 Sep 2003 - 11:50 am 24" (min) 1" Type D HMAC 2" Type B HMAC 6" Base 8" LSSB Q1 #4 Bars 0 15" O.C.E.W. 6^ 4000 PSI Concrete STANDARD CONCRETE PAVEMENT DETAIL NTS Note: Limit of Pavement Concrete for Asphalt Pavement ,,—Edce of Existing Imo• . �i�i.4F 1,0 ► (I CONCREM PA NITS PFLELOTTED: .. r 24" 6" (min.) Reinforced Concrete 6" LSSB T 0� I Scale: 1 1T inch = 30 feet #4 Bars ® 15" O.C.E.W. 7^ 10 PSI Concrete \\ems I.Jine stabilized S ubg NTS —A minimum depth of stabilization of 6" is recommended. —The requirements for compaction and chemical stabilization of the subgrade soils shall be in accordance with section 8.4 (Paving Subgrade and Preparation) of Geotechnical Study for Proposed Wolf Pen Creek Condominiums Development on the Munro Tract (CSC Project No. 106073-34) "12 6 Units TEMPORARY STAB ON CURB TEMPORARY STAB ON CURBl: NOTE: EXPANSION JOINTS SHALL BE PLACED MINIMUM 60' INTERVALS AND AT ALL RADIUS POINTS, P.C.'S, P.T.'S & OPPOSITE P.L'S & ON ALL HORIZONTAL & VERTICAL CURVES. CURB EXPANSIONS JOINTS SHALL BE ® 60' CENTERS & CURB CONTROL JOINTS SHALL BE 10' CENTERS. SEAL W EXPANSION JOINT MATERIAL SMOOTH DOWEL BAR, See detail / for diameter, length and spacing (SONNEBORN SL-1 OR APPROVED EQUAL) (3/4"x18" ® 12" O.C. for curbs & concrete pvmt. Install per Manufacturer Specification 3/4" (1/2"x18" ® 12" O.C. for sidewalk) BACKER ROD 1" See Pavement CENTER IN SLAB Detail FIRST POUR , SECOND POUR CEREMAR FLEXIBLE FOAM -I 6" 3" LONG METAL OR PLASTIC EXPANSION JOINT FILLER CAP WITH INSIDE DIAMETER (OR APPROVED EQUAL) TO BE 1/16" GREATER THAN NOTE: DIAMETER OF DOWEL BAR 1. CAP MUST BE LONG ENOUGH TO COVER 2" OF THE DOWEL WITH ONE CLOSED END AND WITH A SUITABLE STOP TO HOLD THE END OF THE CAP AT LEAST 1" FROM THE END OF THE DOWEL BAR. 2. EXPANSION JOINT WIDTH SHOWN IS THE MINIMUM. SHOULD THE SEALANT OR PLACEMENT CONDITIONS REQUIRE A GREATER WIDTH, THE GREATER WIDTH SHALL BE PROVIDED AT THE EXPENSE OF THE CONTRACTOR. 3. GREENSTREAK G-SEAL 626 MODIFIED PVC MATERIAL AND WOLMANIZED LUMBER MAY BE SUBSTITUTED FOR SL-1 AND CEREMAR FOAM. INSTALL PER MANUFACTURERS RECOMMENDATIONS. THIS MATERIAL MAY ALSO BE USED IN CONTRACTION AND LONGITUDINAL JOINTS. EXPANSION JOINT, (60' MAX. SPACING UNLESS OTHERWISE INDICATED IN PLANS) SEAL W/ EXPANSION JOINT MATERIAL (SONNEBORN SL-1 OR APPROVED EQUAL) Install per Manufacture's Specifications Min. Depth = T/4 �I \1 /8" to 3/16" 1-1/2" for Sidewalks 0 a See Pavement Detail LONGITUDINAL REINFORCEMENT (See Detail) CONTRACTION JOINT, See detail for spacing 1/4" WIDE x 1" DEEP GROOVE METAL KEYWAY PLATE SEAL W/ JOINT MATERIAL W/ FORMED GROOVE (SONNEBORN SL-1 SEALANT EDGE ROUNDED TO OR APPROVED EQUAL) 1/4" RADIUS 15" MIN. LATERAL REINFORCEMENT LAP (SEE PAVEMENT TYPICAL SECTIONS) See Pavement Detail SECOND POUR FIRST POUR REBAR TO BE CENTERED IN SLAB \ LONGITUDINAL JOINT LONGITUDINAL JOINT SHALL BE REQUIRED AT THE STREET CENTERLINE '1 3 7A Uni I',,, / 1 g� A Uni LEGEND PARKING LOT & SIDEWALK EXPANSION JOINT (60 ft MAXIMUM) CONTRACTION JOINT (15 ft MAXIMUM FOR PARKING) CONTRACTION JOINT (5 ft MAXIMUM FOR SIDEWALK) NOTE: 1) PAVEMENT CONTRACTION JOINTS ARE SPACED AT 15 ft UNLESS DIMENSIONED OTHERWISE. 2) ALL DIMENSIONS ON THIS PLAN ARE TO FACE OF CURB. LIGHT DUTY HEAVY DUTY PAVEMENT PAVEMENT (6" THICK) (7" THICK) TYPE 3 CURB FOR USE WITH CONCRETE PAVEMENT OR APRON NOT A SEPARATE PAY ITEM NTS TILENAUL- tA'm2-curb.dr9 PLOTTED: 00 Oct 2004 - 3:20 pm #3 Rebar @12" Centers Centered Within 4" Concrete Backfill Wood Float Finish Backfill 4" Thick Concrete I11=III=1I1=1I I IEEE I I I I I I I I I I I I I II I II I II � II I I I I II I I I :. III=1 I I=1 I I-1 I �—* 2" CEMENT STABILIZED SAND Prepared Subgrade OR LIME STABILIZED SUBGRADE Expansion Joints © 60' o.c. Contracting Joints © 5' o.c. STANDARD CONCRETE SIDEWALK DETAIL NTS * 5" CONCRETE ON PREPARED SUBGRADE IS ACCEPTABLE. VARIES (see plan) Construction 4" Thick (Min.) Rein. cold joint 12 -1.5% Concrete Sidewalk Cross Slope\ (SEE NOTE) 2" Clear min. Field -2% (MAX) Bend • �: •a. • .• 4" (MIN) ,o I-- 8" min. #3 ® 12" O.C.B.W. 2" Clear Cover 2" Lime stabilized sub -base or cement #4 x 18" ® 12" O.C. Drill and stabilized sand 4^ Grout into curb (8" min. depth) (This Item shall be included in the cost of the sidewalk) CONCRETE SIDEWALK NEXT TO CURB - NT5 _ ! 6_I - - .10 to _ to _ - f 595'15 94 16 - rn 15' HOLLEMAN DRIVE 80 R.O.W. (EXISTING) Existing Street/ Driveway Cn _ 7-92? 14.6867 15' - _ 16.94 SAWCUT AND TIE TO EXISTING PAVEMENT \ - DRILL & EPDXY #3 BARS x 9" 12" O.C. 6" CONCRETE — — — STAB ON CURB ON DOSiWG CONCIMM Fit E. STAB curb on ex comets-ASPHALTAwg PLOTTED: 18 Feb 2005 - IIM am NTS REViEWED FO COMPLIANC DEC 14 2007 r Ct7� f4�1NEER1NG N rlNml� i GAN T.979.260.6963 F.979.260.3564 511 UNIVERSITY DRIVE EAST SUITE 204 COLLEGE STATION, TX 7784 PLAN do DESIGN SPECIALISTS IN CIVIL ENGINEERING * HYDRAULICS HYDROLOGY * UTILITIES * STREETS SITE PLANS + SUBDIVISIONS www.mitchellandmorcion.com cS�P�E 0 VERONICA J............' y : ................. MORGAN 77689'.......:: i I (� G�STER��' t S'/ I' -3 uO I O N m � > m > Elf LLJ m T m co a� LLJ CD rn 3 Q) O Z o� � CV In 00 LLJ 00 � r Q O Oo Z O H 3: o LLB � O z O Y m I- Q L Q � O O o- a: LCLD' _ > wu tY J O U O N � I L o (Z V) s✓ U) � O Z of oZ Y � Z J Q J ~ m � z O o � V Z O O LO W o IPIZ:1 0 Of 17 Sheets SAProti\0558-WPC_Condos\Phase 1\0558-10-Pavement-Joinfing.dwg, 11/30/2007 11.15:15 AM, 1:30 ass OWNER: JIM STEWART P.O. BOX 10028 COLLEGE STATION, TEXAS77840 (979) 695-7744 ENGINEER: MITCHELL & i RGAN, L.L.P. 511 UNIVERSITYDRIVEE., STE204 COLLEGE STATION, TEXAS 77840 (979) 260-6963 �Pjof JOELJ. MITCHELL �'0,9.9F 8064 Pip 4�0 :•G/STE• assess r1Gd Iy ,y ...4,..__.:, .�;✓W Irn•Mlllh' d.1"n"Fd. hra W�M.� ,1' `'fin„,y.•,� r*k•"«•w• I la# �MNkr �AIW+ra,�� INDEX OF SHEETS 00 COVER SHEET ol OVERALL LAYOUT 02 SITE PLAN 03A GRADING & EROSION CONTROL PLAN 03B GRADING & EROSION CONTROL PLAN 04 05 06 07 08 09 10 11 12 13 14 15 16 17 SANITARY SEWER SERVICES & MISC. DETAILS WATERLINE "A" - PLAN & PROFILE WATERLINE "B" - PLAN & PROFILE WATERLINE "B" & "C" - PLAN & PROFILE STORM DRAIN "A" - PLAN & PROFILE STORM DRAIN "B" & "C" - PLAN & PROFILE PAVEMENT & JOINTING PLAN EMBEDMENT AND TRENCH SAFETY DETAILS ROUGH GRADING PLAN B/CS STANDARD DRAINAGE DETAILS B/CS STANDARD SEWER DETAILS B/CS STANDARD STREET DETAILS B/CS STANDARD WATER DETAILS B/CS STANDARD SIDEWALK DETAILS ,T,.4 0-7 Ll LANDSCAPE PLAN L2 LANDSCAPE DETAILS PROJECT BENCHMARK: OP OF SANITARY SEWER MANHOLE LID LOCATED ON SOUTHISIDE OFHOLLEMAN DRIVE AND 8! FEET WEST OF WPC ICE RINK MAIN ENTRANCE. ELEVATION =278.23.- X=4036.45, Y=4733.73 mom IN 47042 CURVE RADIUS DELTA LENGTH TANGENT LENGTH CHORD CHORD BEARING C1 1035.00' 24*02'46" 434.38' 220.43' 431.19' S 53*39'02" W C2 1045.00' 23*48'1 2" 434.14' 220.25' 431.03' S 53*31'45" W I- - -------- IIWOLF PEN CREEK ... ... ----------------- - - < DEDICATION XREA- LACOU R ------------------ IISUBDIVISION,'.'�-,'-,�,, III.1bo _yk, -IN PHASE FLOcfbPLA -- — — — — — — — — — — - - 2608/207 ICD IIitoo tCURRENT I------------------ Iif SEWER EASEMENT lilt. 1�11�1 I 0 WPC IZONING: J. vow 2b' STORM it till, IFLOODWAY 2477/vl� moo- BLOCK 1 ffi15' REAR SETBACK it 1,11 WOODSTOCK, 0 PROP. SIDEWALK" itI9 lu I-VIUKItt", SECTION I 31 TRAIL'SYSTEM PLAT 436/487 N 3 6' ICURRENT I -REAR 15" ItZONING: WPC (.0 -FfijACK 8'�i,�,�":�-�ll-�l-�:,,'-:�',�:.� FDC iI Tr) < 6, HIGH MASONRY ---------- ErAINING R 1 - - - - -, - S REEN )OR WALL < ALL (TYP) AS 'APPROVED- BY fill 11; IITHE DESIGN �W BOARD REV] N/F 4 I LACOUR - 18' IINVESTM I . , -_ ENTS d0t, :: � - �j 7:_ �:- :� :: - I �FR�k E LAt,., 7 - — — — — — — — — — — 8 AC. 7T 1� LIN LITY. GOP REM. 12.1 -p,�-EASEMEt oil TRACT 4T' IfI2x12 LA9E I < CENTER UNE I398/768 Ill.' 1. - I WA;r-t'R OF CREEK (NOT PLATED) L IIt1001 Z fiCURRENT tz� - 18' if f9' ZONING: ICdNCRErE_ WPC 2 P.U'. E. �18 - -Z 0 0 CENTE iz=t1NE-.= IEEK� t(BY�,OTHERS)', -OF z T_ IIb IFIRE t------- --- MRAN'T III FLOOQWAY 12" SLOPED III HEADWALL -b - - - - - - - - - ITO IIIII IIb W S42008-0-2-- ftIfZIJ Z>ANIJARY SEWER II FIRE LANE I DESIGNATFMI PARIUNG ONLY 18" x 12" See Ordinance for additional Information F11113VE LANE SIGN Ali curbs and curb ends designated as firelones on plans shall be pointed red with *4* (four inch) white lettering stating *FIRE LANE -NO PARKING -TOW AWAY ZONE" Wording may not be spaced for than fifteen (15) feet apart. 8" (eight inch) high if stripe and white lettering are pointed on surface of pavement. FIRE LANE STRIPING 1 O' SANITARY SEWER EASEMENT 335/452 L 61, .� . I :. I , � I �Uhi ;mo-, "IN !t �b I l I i a FASEM NF TO 0, V, I1EASEM 2 ASEM IBE !FUTURE'-- 3" WATER i VIPC itIt-- ILFIRE LANF-z� IiE LAHE TML- - 15' PRIVAT& j)ANHO IDRAINAGE 8. IIEASEME IT -7 III, I Lr 12'x7' IfLUO r.1 DWAY _10THERS) F IH INCRETE IIII035' I12" IFT IIf ELECT. IIBOX 7 ---WULF PEN GHLLK HDP 0, -7 I`STORM DEDICATION AR --J LA, 5.359 ACRES A A L ICURRENT ZONIN& W 'C P fIAM Ea-B. STEWART .001 PATIO (OWNER:J 12- 7' I�s umt i:OT 15' SAN BLOIC SEWER LI E _,,a n d PROP. S12EWALX V o r t7.4 ',NOX PDX SHALL P TO F TRAIL sy�T* BE PROVIDED FOR H T CENTER- _LINE,t 0 40 I\ Ir URrENT �ONING: CWE HOUSE OF - dRF1X-7,-- Wr I(PH ASE 3) 12 x7' 12'x7* ICONCREM PATIO RErAJNING % (TYP PATIO WOODSTOC SECTION I 20' P.U-'E. 30" SLOPED (OWNER', JAMES STEWAR F) FD 1 -3 HEADWALL BLOCK 1 K,\ t/0 8A IPLAT 436/4 Ito zz CURRENT tK Iis FKIV. ZONING: cyl tK 7:� CAM CMUFM k IIVY 0 SERVICE -7 _0 > t6' HIGH MASONRY SCREEN PR WALL q 1 00 .YR I30" HDP AS APPROVED BY N/F ............ ............ E --- FLOODPLAIN STORM' /-47 �Ipl, .7777 2- ROSE -ARBORS, L.P./ DRAIN f -4k I -WL 15 PRIVATE .21 ACRE TRACT ---PAb FDRAINAGE EASEMENT I18': 12'x7' f CONC ,3780/244 O—) 9' RETE 'Uk4F F . . . . . . . . . . E LAN !;ZF LM F��. LANE-�FIRE- FiM_ LA PATIO (M i (NOT PLATED) 1 BUC UTILITY PROP. SIDEWALK 23 EA IL ISEMENT .CU�RRENT LF "I 26 2-61 TO FUTURE TRAIL SYSTEM 47- p ZONING: P U E�:� --FiP.E,L t 1 A r LAfZ f, ul E. 145 24' WPC R t 6. EMIENI zu /GRAik II1 N LET,", 261 IIIIItL i 15' P B I-(TYP) U U�_ X 1 UTILITY IL IDUMPSTFP<,A E14SEMENT 111 4r IF:i, L FDC PAD FIRE FIRE: �AN LA'-`.--t!—IFfnE FIRE LANE -LAN LIA� 7 - RAN�< 12, r4J (TYP) I 2'x1 2' -77 CEPAR.'FIENCE 12'x7: . I15'* PUBLIC 26' DUMPSTER CONCRETE IIL1IT �EASEMIENT 20 7 -no (TYP PA ALT.S. SITE DmrATxwAwA 0 M I z I I fMjVxf1A.11n1 11111111 12 rel 0 roili�.lf*Tol hi Landscape Legend Hockberry Cedar Elm SITE CALCULATIONS TOTAL BEDROOMS: 7A UNIT BUILDING: 5*4(BDR)+2*3(BDR)=26 BDR/BUILDING 7B UNIT BUILDING: 2*4(BDR)+2*3(BDR)+3*2(BDR) =20 BDR/BUILDING 6 UNIT BUILDING: 4*4(BDR)+2*3(BDR)=22 BDR/BUILDING 5 UNIT BUILDING: 3*4(BDR)+2*3(BDR)=18 BDR/BUILDING 3 UNIT BUILDING: 1*4(BDR)+2*3(BDR)=10 BDR/BUILDING 4*(7A UNIT BUILDING)= 104 BDRMS 4*(7B UNIT BUILDING)= 80 13DRMS 3*(6 UNIT BUILDING)= 66 BDRMS 4*(5 UNIT BUILDING)= 72 BDRMS 1 *(3 UNIT BUILDING)= 10 BDRMS TOTAL BEDROOMS= 332 BDRM Phase PARKING: PER UDO- MULTIFAMILY DWELLING: 3 & 4 BEDROOM UNITS= 1.0 SPACIE/BDRMS 2 BEDROOM UNITS = 1.5 SPACES/BDRMS TOTAL TYPE 3 & 4 BEDROOMS= 308 BDRMS REQUIRED PARKING= 308* (1.0)= 308 P.S. TOTAL TYPE 2 BEDROOMS= 24 BDRMS REQUIRED PARKING= 24* (1.5)= 36 P.S. REQUIRED PARKING SPACES = 3" P.S (MIN.) PROVIDED PARKING SPACES DUMPSTER: (PER UDO -MULTIFAMILY DEVELOPMENT: 1-8 YRD DUMPSTER/16 DWELLING UNITS) 8*7 UNITS BLDNG= 56 UNITS 3*6 UNITS BLDNG= 18 UNITS 4*5 UNITS BLDNG= 20 UNITS 1*3 UNITS BLDNG= 03 UNITS TOTAL= 97 DWELLING UNITS 97/16=6.06 6 (8-YRD DIMPSTER) R QUIR 2 - 7A units 5x4b + 2x3b = 52 bedrooms Type 3 & 4 Bdrm: 148 bdrm 2 - 6 units 4x4b + 2x3b = 44 bedrooms Type 2 Bdrm: 18 bdrm 1 - 3 units 1 x4b + 2x3b = 1 0 bedrooms required parking: 27 p.s 50 units / 166 bedrooms Required Parking Phase 1: Parking Provided Phase 1: 184 gz.s Phase 2 - 7A units 5x4b + 2x3b = 52 bedrooms 1 - 7B units 2x4b + 2x3b + 3x2b = 20 bedrooms 4 - 5 units 3x4b + 2x3b = 72 bedrooms k A14E LANE L C LAHE E LANE E LANE I-IR F`l1RE LAK` 47 units 166 bedrooms E co 0 II6' HIGH C [.3 FM EASEMENT 32' SIGN 18 32 MASONRY 26. L x x ISCREE x ensi egen TE INLE,T 26'- OTHERS) Density 97 units on 7.410 acres F o SEWER 97 units 7.410 acres 13.09 units per acre SIDE MANHOLE DESIGN BY TH I23 APPROVED I20' SANITARY EASEMENT Z Allowable Density N/A (WPC Zoning) EW (BY .REVI 335/452 IOT L Et ALKINA -5 Units STONE 'y itBOARD ENCHES P. - - 20' P. L 90,60 SANITARY bl:.WLK� (TYP) EDESTRIAN �0. GfE'\ 15' FRONT` EASEMENT TO BE 0 MIV. 100 YR SETBACK SM. SEWU? ABANDONED FLOODPLAIN I jy �ty IN,BUX EX. FIRE A A n -'3\ ----------- ED VISITORS DOMESTIC WATER (PER UNIT) SIDEWALK- SERVICE 4' SID W 418.05' 4 Fill Amm 11111110, 41111 HYDRANT f IKNOX WAIt;!4 1.20 GPM (PEAK) GAM TU 0.31 GPM (AVE) 0 00,- 0.00 GPM (MIN) �21[ 11 SIGN PROP. Y��BUS STOP 6' HIGH EX. EX. 'I 5 ITARY� R.O.W— INS -LANDSCAPE PLAN) SAN SEE -To RF LINE WATERLINE S 10nU /eWnA01 Type 3 & 4 Bdrm: 160 bdrm required parking: P.S. required parking: 12.8 Required Parking Phase 2: 169 p.s Parking Provided Phase 2: 182 pits BUILDING SQUARE FOOTAGE BY TYPE 7A BUILDING = 4346 SQ. FT. 78 BUILDING = 3730 SQ. Fr. 6 BUILDING = 3728 SQ. Fr. 5 BUILDING = 3110 SQ. Fr. 3 BUILDING = 1875 SQ. FT. SEWERAGE FLOW 1760 GPD MAX. ABANDON 5 FENCE (TYPY H 0 LLEMAN DRIVE IRON/CEDAR Ex 3 8, .,I FENCE (TYP) Slk� (0) 670' N/F 80' R.O.W. (EXISTING) NT MIN.=300 16--SANITARY r1ITV nc, (1r)l I c-r_lc- INTERIOR ISLAND CALCULATIONS SEWER WITHr 24- 73' STEEI_ CASING-- EX. R.O.W. STATION BY OTHERS) �7 VED FOR _50 j LINE 5.163 ACRE! TRICT PERIPHERAL PARKING SPACES: 3M P.S. 'EX, 3.8' OF 0 [ A tJ C E INTERIOR PARKING SPACES: 329 P. S. 1636/315 CURB SIDEWALK 0 _SS_ 8 BE al-ss SS-9 UCAUARK:' EN 0 2 00 7 EXTRA INTERIOR LANDSCAPE AREA REQUIRED: ss-e SAN. SWR WPCc SIDEINALK CURR 11r% T AUG xin P (z /I g; P 4z =91? )9*(iAn enr`)= lann en rT P , , .4 'AtCp ELEV-2178. r _-MAN-HOLE 9 WPC� 2-2- --j00 EXISTING i6t- �0_0 n i n pr! IS:\P`rr,j10558-WPC_C0ndosThase K0558-01-overall.dwg, 7/241200711:40:11 AM, 1:40 NEW MAN14OLF (BY OTHERS) RINK ENTRANCE 30 DRIVEWAY ? EXTRA INTERIOR END ISLAND REQUIRED: 3960 SO, TOTAL EXTRA INTERIOR END ISLAND PROVIDED: 6393 SO, IT.979.260.6963 F.979.260.3564 511 UNIVERSITY DRIVE EAST SUITE 204 COLLEGE STATION, TX 77840 PLAN & DESIGN SPECPLISrS IN CIVIL ENGIINEIEIZING * HYDRMXICS HYDROLOGY * LIMMES * STREErS SITE PLANS * SLODNISK)NS www.mitchellandmorgan.com OF % .......... .... . ........ a. MOFIGAN 5� VE"ICA ............ ........... 776" .0...�b v -7/2-01[ol rtt., ca M 0 M 0 N ja M D C14 t U) 00 Ld 0 00 0 X: 04 X LL_ < z 0 3: 0 0 z LjJ 0 x 0 0 y M V) 0 d- Ld LLJ > 0 C: 0 Of 17 Sheets PROJECT BENCARK: 'T,OF �E TARWER MANHOLE LID LOCATED ON SOUTHSIDE OF SDI=LE��( D-11��.73 NJEST OF WPG'ICE RINK MAIN ENTRANCE. ELEVATION'=278.2S,', 4" SANITARY X=4036.45,° I \,, I _''� 6" PRIVATE \`\\� \\ SERVICE (TYP) 6 AIGH_- SANITARY ------ ___ IRON/CEDAR I SEWER LINE _ ` '�. ---- `\ \ FENCE (TYP)1. .. R24'\ j.. - � T_/�_-_ - - = _ - _ 1DEWALK I--_ _ .-15' RJ----- Q- - - - --sErBAck\ - (�. <- *. oo tF��9.00 ` _ FDC \ \ 20' STORM FF 280 78 �•� 78 7 B Units. \I.�TYPI `• SEWER BASEMENT FF:279.89t. �2 _ _ \\ 2477/15 _ _ r \ --- ____ I ` 3' WIDE _ - __ - \\ 1 I\\1 WALKWAY-- - _ -__--_- _ _ I ___--- -w _ INVESTMENTS 18' - - _ 9 ...-,IR2 ® \ N\ REM. 12.18 _ - TER 5' R 8� i FIRE LANE \ \ \ \ AC. TRACT FIRE FIR Lti EASEMENT `I R2 \\ / I 398/768 r d TYP) ___ ' _0 (NOT 1 ' _- - .- 1--- 53 ------ - 26' 1 i / , �/ PLATTED)'------ 1W2 2- 12'x12' ----- - I / FIRE R5 i CURRENT I DUMPSTER m I ®FIRE/� ` 26 / C ZONING: PADS E uANE WPC R5' ���A E j�j / 9r i � // >yv- t2xt2 R2r n R5 ® I . / / �0 2-I 6 FT HIGH m I \ / �" / 26' MASONRY SCREEN ' R2' 9' > m / /�` � I �" I OR WALL AS R2, 1 \ 9' ,� /', APPROVED BY D.R.B. ---- . R2' m i 20'\,P.U.E.'\\ // �<' / II '----__ /P,ROR.\I (SMiT Ryy@ N ----- ------ - ' - -- ' - y�.1,'� p,` �grytn��,��I'{o�J�E7�/� \ 18 ---. -._- ---- --- 1 j'\\J I VV19-L \\` I i0• i m f --18 � ' \ \I '\ 18 ' �� ®i -SS \ 15- N 15- 1 I \ \ g' m I 1 -ss ! ® , / '' I 1 I 1 PROP. 4;'wIDE,' 1 i 1 I GENERAL CONSTRUCTION NOTES: ee ,SIDEWALK TO' I I 1. It shall be the responsibility of the Contractor to verify the exact 6. It is the responsibility of the contractor to comply with all State SITE PLAN NOTES: • /FUTURE TRAIL 1 I location of ALL existing underground utilities. Furthermore, 1. Name of Project: River Oaks Townhomes �' ; SYST M ,' 9 9 the and Federal Regulations regarding construction activities near energized 2. Legal Description: Lot 1. Block 1. River Oaks Subdv. •S. / 1 I Contractor shall contact all utility company representatives aminimum overhead power lines. Additionally, the contractor shall coordinate all 3. Owner: Jim Stewart -� �,'/ / P /,`/ �/ /'' of 48 hours in advance of any excavation. proposed work and procedures with the City of C.S. Electrical Division. Woterwood Townhomes • \= I \ • ' \ ° � / I I a. Contact Dig Tess ® 1-800-344-8377 7. All materials & labor not identified as a Separate Bid Item shall 1001 Krenek Tap #1401 \ 1220' \\ • \ \ \ I\ I P College Station, Texas 77845 1 , , \ I� \ I b. Contact Kimberly Winn ® ATMOS 774-2506 be considered subsidiaryto the item in which it is used. All materials College Station, \\ 'I ;) \ 'I \\\ `\ I I/ C. Contact Mike Lavender ® Suddenlink 846-2229 and equipment shall be both furnished and installed unless otherwise �A \'. \ 1 4. Engineer. Mitchell & Morgan, LL.P. I 1 � • \ I 1 d. Contact Isabel Cantu ®BTU 821-5770 noted. - \, ) \ \ I1 511 University Drive East, Suite 204 \ 1. \ \ \ \ \ 1,. e. Contact Mitchell Gas 779-4460 8. The Contractor must College \ \ \ \ \\ \\ 3 lii f. Contact Union Pacific Resources ®778-8525 information provide on thesero Ions construction staking from the ge Station, Texas 77840 2 1 �. - F \ \� \\ \RETAINING I I I P P 5. Zoning: WPC (979) 260-6963 \\ , ` \\ \I \ WALL I'II g. Contact Richard Wallace ® Verizon 821-4752 9. All soil exposed by construction shall receive stabilization. 100% 5. Zoning: ExistingUse: Vacant \ \ \ \ Ij1, 2. All construction shall be in accordance with the current City of covers a of Proposed Use: Multifamily \ \ \ \ \ FLOODWAY , tY g groundcover, decorative paving, decorative rock or perennial 7. Setbacks: Per City of College Station Ordinances ' ` \ ' I I \ College Station C.S. Standard Specifications for Street Construction. grass is required in 8. Site Area: 7.41 acres Ph. 1 Site Area: 3.732 acres \\ \ ��7�Sp \ \ \ \ I 1 g ( ) 9. Project Information: \ 1 9 q parking lot islands, swales and drainage areas. the 1 -� \ \ \ `\� I I B/CS Unified Technical Specifications, Water and Sewer and Generals, parking lot setback, rights -of -way. and adjacent property disturbed �. \ \ \ 1I I \\ \\ . IWATE� \\ \\ I1 2007, and BCS Unified Design Details. All inspection shall be performed during construction. PH I - 50 units `' \ METER\ ` \ \ 6" PRIVATE I I by the staff of the Ci En ineer of C.S. All construction shall be 10. Trenches may be left open overnight if PH 11 - 47 units v \ > \ - a '�\ °s \ , I � 9• Y P 9 Properly barricaded. I -l\NP) .\' ,\ oe \ SANITARY I I coordinated with the City of C.S. City Engineer. PH III - 00 units Y 9 11. Adjustment of Water Meters, Valves, Manholes, Irrigation Systems, .\� \ FF�78So , \ °oy\ . %-/.- \ SEWER UNE /' I 3. In lieu of using the construction materials indicated in these and any other Public or Private Utility, etc. are not separate pay 1 \ e•�(TYP) / plans, the Contractor shall obtain written approval from the City items. The Price of the adjustment shall be subsidiary to the 10. Bus Stop is subject to PIP review process. g� e - I\ ' `�% �I / 18 IUnits / - ,•e`° , Engineer for any substitution prior to Construction. Requests for construction of Sewer Line, Force Main, etc.This site lies within the 100- ear floo�f lain based uY P pan \\ 1 1'NI I FIF:112. / ,1. % \ �`�� \ changes should include product information and an engineers seal 12. The contractor shall coordinate with ATMOS. Cox Communications, F.E.M.A. FIRM Panel #48041 C0144C as amended b \ \ 1/ /;l y 1 1 'Ff w78 o'- \\ `.\\0e°\\\ \\, I __ where applicable. The contractor shall be financially responsible for BTU, and Verizon to adjust the location of Existing facilities. LO.M.R. 00-06-175P, dated July 10, 2000. 1 1.\ � / l � '/ �-�/ - 1 / \ ` e \ `, \ - -- the engineers time spent reviewing changes and redesigning based on 13. The contractor is responsible for traffic control. All traffic control .i / - . e.. I /\ , ,' , ,r 1Q 75 a contractors requests. must be per TMUTCD and be approved by the engineer prior to 11!>yF'' /�� /\/ -�<.�/ �278'�I.4"1.\SANI'IA \\�\ 4• Trench Safety Requirements shall be in accordance with O.S.H.A. implementation. This is not a separate a item. Phase ;,v. / P pay ROP'I S ,1�\\ ERVICE Standard 29 CFR Part 1926 Subpart P. For general requirements, see 14. All roof and ground -mounted mechanical equipment shall be 2 - 7A units 5x4b + 2x3b = 52 bedrooms SEW(=R/ ^ ; ,'� 113 ' ... . .. IRE1. (n'P�;` - _ _ 3 - 76 units 2x4b + 2x3b + 3x2b = 60 bedrooms ,. _ HYDRAN ` e `-°; Sheet S3 for details. screened from view or isolated so as not o be visible from any public 2 - 6 units 4x4b + 2x3b = 44 bedrooms MANHO! ! /��\ , ! \ o• 5. TRENCHING AND BACKFlLUNG All trenching and backfillin shall right-of-way or residential district within 150' of 1 - 3 u 9 9 Y the subject lot. nits 1x4b + 2x3b = 10 bedrooms 1 ,i;'11 " \,',ter \ ` 15 \\ . °e `. \ ® conform to the specifications set out herein. Testing shall be 50 units 166 bedrooms • g provided measured from a point five feet above grade. Such screening shall / r '' ` ` \ \ I2� ° by a certified laboratory, at the Owner's expense, to verify these be coordinated with the building architecture and scale to maintain a Type 3 & 4 Bdrm: 148 bdrm _ \ \ s ss - _ __\_ __ _ 1 I \ / / . , ! \ e standards. Any retesting due to substandard work shall be at the unified appearance. required ------ *----\I --- r-- �' , R5 9` \ \\\ /�\ I , . _ •°•• expense of the Contractor. Structural areas shall include all sidewalks 15. Fire Suppression Lines shall have a Lockable Lid on the isolation q parking: , 48 p.s. VICINITY MAP _ Type 2 Bdrm: 18 bdrm required parking: 27 p.s. _ - - _ 75 SS �i �1�;I H IROf I i \t ___ � 'i Y\ FF279o0 \ `\ and shall extend 5' beyond the curb lines of all streets, alleys s and valve. The Lockable Ud shall, at a minimum supply protection as the Required Parking Phase 1: 5 .s Not 1 9 / \, • \ ` ` e Y 17 D to Scale _ ROD as Z \ I 1 r `\ / \ \ \ / ` 1 °o parking areas. Parkin Provided Phase 1: 8 \ \ \ / \ .` \\ `•o �AMPro USA LL562-WA Locking Lid. Alternate Lockable Lid shall be 9 1 4 p.s. IX. SANITARY SEWER - \\ i _� \ - \\ ` 5' R > ' \ \ \ approved by College Station Utilities Director or his/her Designee. �\ g/ \ MANHOLE TO BE ABANDONED ` IRE<LANE \ ``� 0 \ ''\ e•o I ■ \ I i %/�///�/// / (BY OTHERS) ' -\ -, NF_ IRE LA�1€® RE LANE I F� FIRE LANE ;1 -\\ \iN�\�` \ 1 , \ \ \ o° \ , I I ----___ - / ,i::�-<• e� , , , I 1 2� /il,r / \ / 26' - - R2r I 15- �=V -- � -\ \\ F' \� FF�79.00 '` \ 1 , - _ _ 0\\ '. /i/ r �y_p UiNtS 1 ,,,,; / l ��' �_�-____ \\ . 1 /:ail//" I I l , , I l l l 11' 1111 -- � .O \ I SANITARY\SEWER m r \ ,` \ I a� •o I 1 1 I/ c- \ 20 SANITARY 1 .,/ i /`;/`. I l r 1 1 III --- �i \ i TO BE REMOVED ' 2 . - ` ` \ ` � \ e 1 ''%. , " '' \ SEWER EASEMENT ��� • I \ , r - 1 / , / r / r r I 1 ul -l� ■ , \ / �� - 1 i 1 e ■ `\ \ /.� I, / / /♦ I ///iii , l r , l f I III j 1r11 1 \ L \ /' - -�'-- R7- I I __R2' \ _ /\ \ AN. \ I q° I ----- ` I I rlllll l ; ,�;',:;,-__==== - _'_ ___ ;..,.ail; ,'� • / 1 I I Ii111�1i11111� / \ F` \ // I r \ \ \J / /PUBLIC .�F Eu _\ �\ 1 SS \ �� ♦: f e• \ »LNY,Il1rllll I !'�/: I/ / %-- _; r-==- _'I-i/:/i , `/, I 1 III III , \ , \ m } Ic r NE FA r� FIRE NE i I I e I \ \ . 1I I 1 / / , / - - _ / �.� / [T I 1 1 1 1 111 1j1 \ �� r /' \ \ ANE i FIREI A FIRE LANE 1 7E �� , / / ) 1 I e L \ \ I\II ll l l l / I a� / / • l / I 1 1 I 1 11I 11jj11 / \ / \ r -G 1 ' 8 gr \ �f \ \ / " i • / \ /------- = - //j 1 1 I I I 11 �\ \ � 8' / - Nvn r r / �F \ i \ _ /. OLE 6 PRIVAT I ° \ / - - t , �1 1 I 1 1 I r1, / \ , 1 \.. 8. , - -I , I \ ` 1 y�y [1/, 1.1 , I I - _ �_" P'1 I t r / I l I I,�"'AU, III ' \\ / -� _-`_ \ : \ \ \ � TO . E � i NITARY S ER I i •° I ■ / ` \\ i 111 tl f ,.. I ��I 1' � I!/ , � � 1" l . rt /r i / % / i % % / I \N\,, � . \\` c \ // 9 r _� - -- - -- -- �\�I -- -= --- \\' \` --- -7 - 1 ! 18 \ \ \ \� \ \ \ EMO D E 7 ' % I \ JIll W r l ��J r I / I I \ F� \ / \ r-- --- � - I \ \. \ --- I I I eo ,� \ .1'Ipryl{(! r �"► ,r co �►' -1 / r l III \ \ 1 / 3 I 8 \ \ 1 UN I I 1 `\ 'llllllr�R � q r� !I i C0 OL �� �f / I I / i \\ S \\ /' ,. /. ■ I _ rL jj \ \ , ,: :279 I 1bO YR • •\ � r,� I i ,, � l I r /~ Il 1 i i tyl,t \ F \ / • , \ 18' ( •.,' 1 \ :/ A111 / I r I"', / 1 I I l l l/i \ \ / n ii \` �� !> \ I \\ \ / : 1 II FLOODPLAIN `\ / r I i I / I ! lr \ 't1 \ 1 i �, ,' _ -- -' \ 2� I I I ` \ /' / , //✓/ ! / ! I I , l I r l r ! / / 1� 14/fl f \ \ / `\ I WIVI II ,. 6 SIDEWALK _ - --- J_ ilk .l-------- -�---- \ \ \ _ 6" I. I '•• \ / ig /a l r 11 I / r r 1 1 r r „ y \ Nl \ _ __ ! FR279. 1 ° 1 ,/, , AUG 2 4 20V I , , , , y;I,y1,1,\ / \ FT \ • ,.r \ L-- `------ - --- /• `\ \ \ \ , \ \ ` J CLEANOUT . I I / • 1 I / ; /r<Ihl " l 1' 11/ 1 1 r 1 1 / t f";011 \ \ \ \ ; _ I \ 1 \ \ / - 1 0 / ,FQ,IF/1./� 1 1 I ! l 41 . ■ \ �\ I \ - :. ` S I \ ' \ I 1 I if /'I ] I ,1 / ! r ! I / / t�,l 111 I \ \ . .',, / \ \ \ / / e . i,/�/ / I,,l// l I I 1 IIII'l \ \ - -- - / \ . g' I _ (NP) I fi 111 \\ - �L,� I/ /' �l(� A�lrr'/of i l l l i I 1, \ .. ....- ,, ,- .. ...:, :.,- H C. �t^� 1 `\ \\ •�'\ `\11 .ePe' oeso ',' ♦ //ll -3/1/l .1 I /I I I / l , Il,ll ll '\ \ \ \ ` \ \ �C \ \ !> \ \I E \ \\ \ \ oqo r J ' ' / l 11 /! r 1 �'r1/1/ `\ l l / / / / / l 1/11lllll'171 \ �\ \ N:C. WATER. RAMPS: \ \ y \ v \! \ \ 1 e I I N Il l'/ toll, Cdll� EGE Si`ATI¢ 3 / /I/ 11, \ EX. \ F e > \ 10.75, \ 1 • I 1 �.:' Ill, 1,11� 1Irilll/ ,!r / I / I 1 / / r //,/u, \ \ RAMPS =`METER` �') \ \ \\ \yc 1 \ !s e / / 1 1 111 r1 r1 / 1 / E�IGIfdEElh , / / / l l I / /111111,11, \ \ ` - _ \ `\ \ \ II III 1 f ,/I \ E `I \ - \ 1 \\ \\ / \ \ l\ FLOOI)WAY� / F / ---- 1 ui Q / Ir,II/ I / , ' / / / 1 1i 11111i11 \ ELECT. \ . (TYP.) 6 ;(TYP) -j \ 1 11 ? , r, I u l l \ \ n \ \ \ \ \ / J+ \ , • \ \ ' ' ' / ' I 1 1llr r1 /� 1 / \ / / I I / I r I , 1/ 11Il1Il, \ / \ BOX\/ \ ,' nitS \ \ \26 \ 1 \ \ ` o --- r / / - 1 ! '1 / , /? 1r. I r / / lrl l hr \ 10.75 3 ` U Pi^ \\ 1 I . I - ,l,/'IN I�I l.r171 III I l / , I !III III I \ , FF280.47, \ 9 `\ / / / / t l 1 1 7 I l . I / I , ll 11 I 1 \ FF2822S. ;.'FF281.36 \\ \ F I \ \ \ / I / `'• \ `. - I r / / _ \ \ ,/, 1rl l I l . I \ `/ 1/rr 1 I,,,gh1 I 1.70,.\Units._ FF:M.11 FF283.11 - \ FENCE. \• - ' 1 1 /r 1 ED { ll 1 h, I\ FF:284\.B9 FF.284.89' \ \ \ ! \ l .;/ \ \ `-- l 1 r //' / l N 1\tl l! ' I / Il II r III n 1 �\WPC I . I \ + :: FF:28}.00 ,._ - :. ?, \ : . >y �.. el \ \ / ' 'e �,: / / , /i , _ \ 1 1 / / / I.i ' / r . S l _ l I',1 i i 1, "II In gll FUTURE \! I I'll\9 \ �v \ \ r , 6 HIGH (TYP) e '/„ - /;/ \ 1 I 1 //'� / �R r. 'i --__ fluff . / / 11. 1 ,,1\ \\ \. \.. ` \ ; �\\ S \ 1!l. , i..: .I / 2 •`---- -' '' /k ar 1 1 I 1 Inch = 30 feet Ii ' lrlllr/ 11 NIlu11 •\ `, TRAIL �i \ \ FF279. %. , // II ,I/ 1® 1 . ll it 11 , 1\ I\ \I\ / ,,,11 \ O. ■ I \ `\ \ \ `�; 1 1. •./ O./ / .// Il1ll1 1 / ' \ ' 1 \ �' ��I it y�y��`\ Il� ���X� �. 1�'1 �If,111'IIr+I11��' +/�� '--------- \ \ \ \ 1 \ \ G I e /' I , /' / / / / .. \I ° II \i % , 1, II /1 /1 / / I '1 \ 11 % 'wY, r, I1t 1. I 1 'I e \, - - 1 \/- \ \ �.. _..: �\ \' .\ \ 1- ),A 1.'\� -ma �� / / //: /, ! / /I / 1 1 J,�,•, lI Ij/ll/�l ?. \ \\ \ I V • • / . l II l I I 1 1 / 1 , / �. �C v �6 "L'." f �.J -- ' '/ii/ii _ I 1 I I \ c _'•,_ _- . 1 ,.. . '/ • 6P a i/// I ,l,l, lr lI / l •. ), "//„„ l 11,l \� 'f i 18 \ i l 11 e. 1 r I \ . _.._ .. \\ ..__ .-.. .... )C x \ \ \ I\ \ P, ooe I If" /I/ l ' l l I 1 ` / `. \ i r// n �I/� l I I \ 4 SID WALK \ r TT 7, e lUl l l \ i (�j1�1/Jf►} ��� �� I \ \ \ \ \ � \\ \\.`\ I� / `\ `\ II; 1� // �;,,/ el I llII'll/1... / � , / \ I 1 I\ I 1 1- I %l i ��W 1 �. ' �� ♦ 7"i i 1 V. 1 �� \ \ \ \ ,,� s FF'�7 \ , , I , ----- WOLF PEN CREE „ . ,�# 1 \ \ \ \ \ I \\ `,p \ / 1, 1 , / / \ \ • \ llll ,1/// l 1 / 1 \ 1 _' : /' till , , Ir ' i ♦ ! •!° r1 \ \ \ . V'P \ \ \\ �, l Ill' %/' \\ • ll1!l! I!l l I r I l I 1 � , f/•j'ii'ii�' 1 i /i ♦�' ♦ ,.. \ �Y, \ I \ " \ \ \ \\` ♦ 1 \ \ I l /// \ 1!1(J l , r l \ 1 �v �.. / // --, \ /.ice,,,!'} • DEDICATION AREA //' I \ \\ \\ \ yy \ \ I 4 \ I \ /„ \ ll , l l I I 1 ;"T�.:.�/ . I / , ,i`\ ! 4 SANITARY TRENCH FLUME \ \ \ , lI / // \ ,l r l II t \ > OP' `�: . , Ill ,,./. \ \lw!ll 1,l1 I I l 1 I ' 1 ii� TI U? / / .� \ \ 1 / ' \ W GRATE \ \\ \I ! 1 / Ill , r l , \ \ ' 4 ., ^ \ t \ 6" PRIVATE SERVICE (TYP) \ / \ \ \ l\ " ` Il, 1 11 I/; /' r ll r I \ \ '//}', ,Ste' ." i /E^;, i/ //'///:.w�/�.a" �, /1 ■ 7. / , 1 ' '''. ' . \ g :'. \' PROP. 4 wIDC'II,/,/ :II -,\ , 1C 11,111 ® !, , , \ 1 \ \ \ \ 5.359 ACRES y* �,�aiAr� 4 V� f.C/ ♦,,/:� /.\\ \ '�� / , \ / ru,�l r / \ / , 6 HIGH 12'x7' \ \ % / / / 1 � �. ' i.! f 2. - I \ SANITARY SEWER \ 20 PUBLIC \ \ \ \ \ UntS, \ tSIDEWALK TO I,/ , „///; nur „n1 ! \ I \ 1 • // // ,., :::�,% I `-___-_ / \ IRON/CEDAR `\ CONCRETE _ _ , /. ,uuln� hl/ \ \ ,� ,.� 1 \ LINE ` UTILITY EASEMENT 9 \ ,r c^ \ \ \ \ , / I 1 \ ` \ I - /.. /� - , , I -� / FENCE (TYP) PATIO (TYP.) \ �j, • \ \\ .` a \ \W R \ \ \\\ \ RE TRAIL I i /// / / \ • • ' i / I I\ N I R O r'1 / y \ ` ! \ ` i1i' i ,/ !'/ ` , Ilalli `�. \ \\ \ 1 \ CURRENT I. / \ \ 1 //// 11 III 1 II \\ \ I. ,' I 1 ////' ,i i , /._/" , / \ IJ \ ` O \ \ 9 ! \ \ \ S1�5TEM I,,I ,I/ / l/ \ \\ 11111��1 I,I_\\. ® \ \ ` `•` `I ZONING: /./::♦/�', ,' / /�♦ii i ii/'/ I ` Y / I Q l \ \ \ \ \ l y \ ` , /, / / / / \ II�l II,I,I \,\ ` ■ \' \ \\ \ , WPC 'ii'i,:ii�i% - / ", i'/�'i' I I FOUND � / I / 1 \ \ !! \ FF.2 9.00 .\ h / / .\ / I_ \ \ \ . \``\ \` / ,iii'", �„ �� i I ►_ Q 1 \\ `\ `\ \ \9 \ , 0` \` --_ ///1///I,, / \ / ���fffjjjjj III- \,"\\\ \\ \\\`\\ i'�, ;, i„// �'' „��i,,,i�Oi \ / / If)PEDI`STRIAN \ \ I �� _ 11 // ' \ ///II`_-�,'\\•`\, \ - \ � / �' .vim/���% O- _ \ I A'� \ \\ 1 \ /� / / . / / \ \ ■ , I /GATE - I I ` \ , >y \ ! `� V. r',f E�AINING /'/ / \ .�i \...: o\ .,�,-�,,_•; , . /: I k CV \ H.C. /, 5 \ 9 - - ;,. %i/ / /o/ _ �;/, ..,y,.,�/,. pZ%SE 4" - /' WALL % • � : \� �� O �� \ \ \ \� � ' = '' /' ' ,i i' �i i i' 1 400"I'J , \\\ \1 1 \ \ \ ,/ RAMPS 1 \ / / \ ,' \\ \ ` \ �`�, ./,•:I 1 '//• /, ,' e•e ���� `-3Q �__�-'--_/' i///'/i/'ii �' ■ 0000 \ v' N / \\ \ \ \ , (TYP.) I <^ iV \ 18 \ `�\ .\_-`_L. I I ��/CO /. • e \ c _ SL\P _ - ii,iiiii4 ® \ I / \ 1 \ I, > \_ / \ /,/ e _ \ ,„ BLOCK 1 N/F ! 1 \ \ /' 1 / ' J ` r�� yC \ - // a - -,- iiiii I ® 1 1 % / / \\ / \`' I LOT 1 I " \ R5 FDC FF:278.50 \ WOODSTOCK ROSE -ARBORS L.P. 1 ' ` 15 / i \ , ° \ 1 \ \ \ \: 1 ,�\ \ \ - .( _ � e _ -,,',lilt 1 1' 1 / / \, ? \ - \ • \ ,- .: / / �\ / SECTION I 8.21 ACRE TRACT I \ \\ \\ I ISTORM -. -\ // a \\ %\ P \\ TYP \ " \ � 0•%,a i I i \ PLAT 436 4E PROP 6 PRIVATE e - , 3780/244 •/ ' � \ BLOCK 1 \ 1 SEWER \\ � \ \ 'F = `\ �,r ) \\ ° \ _ , /; '':, : •' � � • • \\ 100 YR , I/ � / / - , \ 1 / v >\ \ \ \ s r.1 SANITARY , \. °e \ ram' , . • • 1 / \ \ LINE 'c" \ I \ %,• / ,/ / , - ° '\ • o • \ eeoer. • / / / / / / / , ZONING: (NOT PLATED) / \\ ` 7. 410 ACRES 11 \ i / \ 19• \ H C. F ' \' \\ WATER -�*S ER UNE \\ \\ %%' ® ` 0 e 0• ••• e•e 1 '1 / / / - CURRENT / \ \ 1 / \ � RAMP lIN \ \ • � - \ e ee• • + \ ° / I / . CURRENT \ \ \ , 0 \ \ \ \LINO` ` e \ ,-� �® • � eoe0e e / / / I � WPC ZONING: \ \ CURRENT \ I /' , \ \ `� \ \ \ FF;2 . -+� ,- ; / WPC \\ \\ ZONING: ' �i \ c\ .� R \ e r \• \ / / / I \ 1 \ ` WPC I I ' / \ 1\ \ \ I \ 6 HIGH \ • O e \ FLOODPLAIN ' \\ eo i ii i I I ' `\ \__ `\ \\ \ \ /' I' 9� ` H.C. FF:278.501 \ \ /. s ..eoee.. s 1\ `\ 0 / / I- I -' ' \ ` \ \ \ I I I -1 \ \ RON/CEDAR \ / / , I' 0• •e•o. 0 / / I / -I-' \ / \ I I 1 , - RAMP \\ RATE ` 1�. \\ \ I FLENCE TYP \ • ) e• �0�0- •0 1 \ • , , / ' / , 1 - _ -�� \\ IN \\91 \\ \I / Q \ 15 e.e� ... e• 1 \ e / // I `\ 1./. \ I 2 - / , , / I -------=-------- --\ Iti \\ ! TORN' r/ / \ 0 P NA \ --' 1 '-------------- ` -- > I:?78. o • RNATE DRAT GE owe eeo 1 II o i lv�,' i I/ I /11 1 ----------------------- ' ----- ;-------1--------------------7 - 1 \\ `., `\ \ ® \ OWnI s DRAIN \\/ / / �' \ • • / - �p 1 R9 7 . t II S \ EASEMENT 1 1 • / F� /� - ' I ' I I / I / I I \ I I II 15' PUBLIC UTIUTYI\EASEMENT I \ ` ., \ \\ \ t [ _ -. ! I \ H.C. \� ` \y11 \` \- _ y _ `` `\ . . \--' 1 ' \ \ \� RAMP 0 --_ ROP. , L✓ - - --- r _ -- \ ---- 0 1 I / ,I r - `1 \------------ P + \ 1----------------T--- I / � ---------- 1 \ \ / > \ e \ r- , 1 II I \ \\ \\ \ `\ / `\ ,� r $, \\�/I \ \\ . .. / \\ 0 6" PRNATE -'-, 6' HIGH 1 ? I(`' I AI 1 I /e JI ; Ct'-: " ."p �..14 r �.i . -, - - I _ -- I'\'%`\ - ` 6/ . \' R9 k I e \ \ \ I. f • " / F17TUR2 TRAIL t I G \ / 1 _ - � u �. 1, �;' sue- I _ _ , \ � \ / SANITARY 4 SANITARY IRON CEDAR n �A \ \. " / I \ I \ , 9 \ a / \ SEWER LINE `8 9r f, rr• > I \ \ I \ \ , \ I I I \ 1 � / \ FF 278 50 : \ �/ / % ,I , • ,' / ' •1< / 1 �- x_` , , / L,, if I. I I / \ I \ \ I II - I , \I \ \ / oA \ ` \ _ . / e° 0 * SERVICE (TYP) FENCE (TYP) CLEANO , \ . , \ 1, 1 i ' / 4 i _ _ - I -' ' 1 `. \ \ \ \ . EX , ITARY . • \' r' a / /. / 'I- 11 / \ I\ 1 -I PROP. I\ \ s / I (TYP) '� I L r / I j 1 _ _-- I I I ' \ \ 1 II J I I \ \ \ . 2 I . \ \ I / / I / I / I I / / \ \ I \ I Hr- I \ \18 .r -0 1 / / 1 I ' \ I \ \ 0 �z I I I \ \ ,� , / \ �F " I \\ \ \; UNE.TO. \/ •60 \ ' / e ' / ' r I -I ri`° �'i/i I'Ir / / / -I-- I \ r / \ I \ I D II W I \ \.e 8 -\ \. t / / \, 1 i t_ I r , 1 mil; I I^ I 1 I 1 , 1 c� I 1 \ . I EAAOVE i _ . ' / • �/� .�i-I +`' i c+r+ I / / \ I I I I I _.I W I 0 I \ \7i .\ ZFATER I \ !' V I I / / 0 , `. 1./ I J�-.L',! 0 !I )!1't ..r o, / I /I _ _-_ I ,1 I 0] N I I I \ I I _ \ \ \ (.. _ 1: ,', I , • , / I . , ( �• S - I I I \ \ I I I I 1 I \ INE � - _ - I / L._r I, 1 / I----�__,r ` / I I I (L 1 I " \ \I \.. F I \ _ ' 4 0 ' , i l ! /' / I / \___--- -�`\ // I I I I I I I I I P OP. 8 \ \ 1 \ \ / I _ .:I _ _- SIDEWALK / •/ I I I I l I I / I I \ \ I I i I\ 11 /� to 1 i WATER LINE �', �I,-, /18' \ �IR2r 26' �' \\ `\\ �` / / 18:67 FF27728 �, i -- ' i ve I/ ",' / /II // i /I Ir ___,\ \\ I I I \ /r FF27728 PROP 'FF2755 STONE 1 r / I 1 \ ` PROPOS \ \ /��/ \ 8 FF_278.3§.. WATER \ BENCHES f ,6 / ,I - p I ' / i / 1I \ '\ 1\ I I 15 iPUBUC 1 I t 1 1 \ \ I �� . . > \\ `' I ' i i .. FF27639 \ / /° ' . / - fp� / / / ) /-\ \ ---- �JTIUTY IEASEMENT \\ 1 I \\ ' \ 12 x12 \ N\ ( ) �� U l`✓J -L��� I I I , 1 \ I , I \ 1 ry I I I I I 1 6'. 'i 1 STORM / WATER , A Unit 1VIETER FF:275.50- TYP. , , o I/ , , . / �/ /,/ I/ 1 \ �1 I \ I \ 1 c I I i I I \ �, \ �� TEMPORAL \ ,�, �` / DRAIN ! UNE :: I FF2783s '(TYP) 1 8 / / ° / / / \ 1 11 I I \ 1 I 1 I PROP. I I \ i 1 \ >UMPSTER \ // C OUT / -� • I I / �' I I ,/ / ,• , , , I \ I I \ I 1 I I \ 'P I ' `I TYP , /, • " / . / / ,/ 1 - ,I/ . / , \ \1 I I 1 I 1 I 15" SAN. I ' 3 I \ I PAD \�\---3- �p(IDE _ --- - _ (. ) 15 \(TYP) / /, • 8 CAF/ / ,i I . / / ' \ \ \___ -a----- / I / , / -, ,' I I 1 1 L] MAW ' I I I I I \ 9 112xt >� ` \ AY ' I \ % // WITH 2" // / / ' /' ,' /' I 1 II , i' /' / \ ` \�� I 1 Ll U U U � IE , O � II i SEWER I I � I \\ , i � 5 R5� ,,•\ \ ./ ( : T-- --- - - - --- �\ / / v: BLOWO /' / 1- - - - /; // / I r y I / \ / , I\ I 11 . \ , , / , / \ Is /' II 111 1, 1 '\ \\ \ I ' I UNE (BY I I I \ le \ --_ _ I 8- 1 - /�1 Fr \\ /' /' �6 % i % ` I I \ I OTHERS I / _ I , r \ \---- / / , I , , 1 1 1 1 \ I ) I I I \\ - I \ 9'tc^ R38 ,P j -- -- 18' I 8-\ L 8 wL ( ^ v e, \\` `\ � \\ , / / ' I/ // I/ 1 1 1 / , r -_ ' ` I I \ 1, \ \ I\ \\ \ I hJ 1 I I \ , I, ,� g' - - +-- __ _� 1 . \. 0 MOCK \`\ / ,= j ♦ ' I- (' ,' r 1 ,'./ I ---_� \ 1 1 \ I 1 1 \ \ CA 1 \ \ 9 'I _ ��/ \ \` U , / ;' / /' / ` , /I /I 1I /, / I ' I 1 15''\PUBLIC UTILITY EASEMENT \ _ I 16 FT HIGH \ ' STORM FIRe FIRE 1 , PU UC 9 __ , P \RAP t� I I I I __ / J / 1.5 PUBLIC/ ` .1 / /' 10 1 / I -- _ I I 1 I \ ��.®FI 77EM NT / / ', \\ i r� i TEMP. \\ \ \ �F \I DRAIN ' lr /� I \ ' 9 J _J • \ \ I �i ' UTILITY =---------- \`/ // h 1 y/ 11 I 11 �\ \'` \PROP. 8" •, \\ � I I m I CEDAR \ \\ \` I INLET r 11 ��_ r LANE r® FIRE LANE ® NE FIRE \ \ P r \ / / / EASEMENT \ /' - , \ / 1 y -' \ FIRE I \ `. / / , / ! / \ I ------� I FENCE U . 1 26 ----- __ ------------ _ £ 1 I I cr `---------- - - _ \ 1 STORM. �'\ f�$ IRE LAN w R30 \ r r / '----- ` / / \ \ / 1/ \ 1\ i // --`\ WATER LINE I - ----------\�-- r- ' I \ --- 1 \ \ 1_��� r �F�P."�AN. I -- - 68------ - i J'�'` / \ I / 1 ► \1. �_-- ------ GRATE PROP. SEW R8 / \� ' L_ -> - -I--------- ----------------------- \ \ \\ I . I qN L_ DRAIN ►v INLEf I r %�\ 1 I I I I \ \ a-wt 8-wL I e O . e \�-- _ _ FIRE \ • \ \ � ` \\ - �G / \ \ \I // , s wL e-wL -r I I I \\ - \ FIRe LANE __ 26 MANHOLE • / r \ \ - / \ \ \ / / / _ Iv 8_t>,------- _ 1 1 I I �_ a-wL _ R __ TYP. HYDRANT • • \ ` ---- --%- \ \\\\11 1 _.___� 8-wl I \ \ I I _ ------ \ \ I I \ \ I 1----------------t---� PROP. SAN. I \ 11.66' LANE •m.. FIRE LANE -elm FIRE ( __) iJl `\ \ `\ \\ /',/ Q % \� �\ \ \ // --------- \,------------_'- AN mas \CLEAN J0 I/ 1 L E S�• 10 ` � FIR \------------- ^------------=-------- \ I I SEWER \ �_ , 15 I LA LANE® --r-_ HER \ U \ / \ • / \ I -J ` I I \ --- ' - BY OT \\ \\ I i---i----T\- 11 1 \\ �` \\ ,\ \ MANHOLE \$TONE 18 _ 3 ' -1 1 - Rom' , . 0A - I (�) \\\----------- ' \ ��_ / \`. \`\ /I // I I I \ � R83 \ FIRE (IANE ARE R 15' ,�` � \� .. � \\ \ , aj /" `\ � \ / / / \\ I I I I `i� �`---------- \OTHERS) BENCHES 1�_ _ I 18' 9' - • \\�------- / i -�.\ \\ , , I I _SS1 20 \ I ,i ^,` `'\ I IN 20 P.U.E. *\I,� \ I !� \ J ` \\`\ \ \`\ \`Z\ i i ,' 20' PUBUGI `\I---- . /, / \ \ `, `.,\ \\ � ` `\ 1 -�- I ` \ \\ i i ' ACCESS AND /' 1 ` I rJ \ IX. `TREES 20' SANITARY EX� I \ ` ° \\ \\ \` \`'/ / DRAINAGE '\ \ 00•000 \ - I co 15 PUBUC ` TO REMAIN PROP. 4' IX. TREES TO\ \ \ , j ES IAN a 80 +y \ \\ • `\ ; \ ••..e• \ a YUTILITY EASEMENT � � � SEWER EASEMENT TREES TO ATE '' ° _ \ / EASEMENT >..• p / \\ I I i \ \\ ` \ `\ \.\ (TYP) \ (b WIDE REMAIN (TYP) \ TQ BE ABANDON REMAIN\\ �I-� `"1�5j' °e° `.■ R6D ` `\\` \\\ ♦ _ ..>.0%• •••e• •e.••� \I \ I ` ` SIDEWALK \\ \ e \ / \\ 1 I `\--------\\ \ �\.\ ` IRON `\ �/,Sly `� )/ \ \ \ •\ I ?^ mmeeo o \ \\ ��_ \\ / e •e. .... \ \\ ' \ I �61, \ \ \ `, WROUTH Ly /I / ``;'/lti \ \ \ I 9 R14.5' •"ollo" ee .' e�eee�\eeeq \ + \ \ \ I IRON \ � -------------------- \ I R30 • •e p \ ` / eeeJf \ ' \ I W \\ /� \` \�-------------- \- .----FENCE-- -- \= --------------- %l�tn\` ----- --- -�-- - \`- 1 a< I �, �,� VISROR `� \ \\ 100 YR \ \ \ ROUTH ---------------- ---15' FRONT r R12 \ I -- `---____-- - \\ -\ _0 .5 cHhcK DPLAIN y1/ FENCE -----\-----------=---------------•-----\----------% \\ 1� C \G - -- I N I w eox FL00 \ i-11 I - �- /� \. ,.1 \\ \1 - \\\ - - �J\�_, -K _ ti _ SIL1lNALK m R1D:5 \� R35.5"\ ` `\\ \` 1/2 I C H IRON \' 1, 1' \ - - \ \ - - I\ \ - - \ , - -- ` PEDESTRIAN -' - \I PROP. BUS \1 PEDG TTRIAN \\\ -�� _ _ I - ---.-.A Ac `\\ 1.\ ' N/F ROD OUI�ID '\ 1- - - - PEDESTRIAN _ `------�---' IX. FIRE C.I GATE \ ��� ` STOP _ _-IRON WROUTH I` I KNOK \ \ HYDRANT I`,� �..��..\ �...��"'`� .� ��\� ..".��� \ GATE ` \ �� ��� .� -J �. \ -11111111110 �- Box > 20 p \ IRON\ \ \ \ + CITY OF - - -- `FENCE I. _ 11VROUTH \ \ / / COLLEGE _ EN N I e-wt 1 I. \ _-- - D IjNC _ _ - C _ `\ / 5.16RAAOCRE \ 2p CT\ _ F - ) 5\ \ \ \RO -, ''. a \ 4 SIDEyygL1C � - � , �� � \ \ \ 4r W \s 10'u`y s wt I \\ \\ `\\ \\ `\ SI ALK BE\SUBJE TO PIP R \\\\ BE`AEN ED POP 1 AN a ` R \\�I PO�W \`\ `\ \ IX WIDE \ \ * p IX S _ ER LINE _ /L \ \ \ ` DEW R TO DON R 5" S irm �\'� \ �� _ \_ \ --'1636/315 PROPOSED BUS STOP TO - _ . _ _ PROP. 8" \ - \ ( CURRENT `\ \ `PROCESS SEWER WITH _ _ _ _\ `20 , _ \ '� - { _ , / ZONING: WATER LINE ` - __ \ } � \ /\ ��` `\ 24"STEEL CASING 1� \\ � \ WPC EX. 8" WATER ,. ., IN\\\ \ I. I H O L L E M A N\ DRIVE 0 R.O.W.-(BY OTH EhS) \ ` w LINE - SEE SHEET 01- `: . - n.. \i' OVEt2ALL LAYOUT -% 1 FOR CONTINUATION PROP. 15" ROW 1\ 5�0�/gCk ., SANITARY SEWER. (BY OTHERS) l -`\\ - \ - S:IPro10558-\VPC condos\Phase 11055M2S teplan.dwg, 823120071:04:13 PM, 1:30 of 17 Choo+c PROJECT BENCHMARK: TOP OF SANITARY SEWER MANHOLE LID LOCATED ON SOUTHSIDE OF \ _- - HOLLEMAN DRNE AND 85 FEET WEST OF WPC ICE RINK MAIN ENTRANCE. ELEVATION=278.23, \' ' `` \� _ _ X=4036.45, Y=4733.73 `� `,\-~'�� - l _\\ i \\ I - -. E- STORM WATER \ '\_ _ _ POLLUTION PREVENTION PLAN ! GENERAL NOTES / , �' i , ! nu?wl¢: Gw"a Noes-GwC4n@t-PPP-8Md.g %� / \� \ `�, �i�1 -- ! i! i i GENERAL PLOTTED- zs Jul soo+ - 4:40 an _ '\ / //, ..\ I, Scale: ,l - __ , \� \ /// 1r inch = 30 feet � iW`� / ' ,1 �I 1. All contractor vehicles, including employee's vehicles, shall park within the - `\ !`• t'` �'_� / %� ; ! project site to minimize traffic on the public streets adjacent to the work site ` ! `\ of ,�i \J r + entrance. Contractor will provide sufficient parking areas to accommodate his SILT* i \\ /' ' i 11 vehicles. Any areas disturbed or destroyed by vehicular parking will be repaired FENCE \\ _ - - 's I L,1 !1 to original condition prior to completion of project. // - // /' / 11 2. Contractors shall ensure that no dirt from the project accumulates in the existing ,,--_=-_ ----- ---- - �' /z7s•a '/ FEN C E� `�I 'J +' streets. If dirt or debris from the project site accumulates on adjacent streets, the 278 ��\,, contractor shall immediately clean those areas. --------- --- 2 x�- -_� ) 3. _ `, =- - 76, ,' 3. Contractor shall place erosion control protection at appropriate downstream �� - __ 27g -- --__\ 2, 8` _ II - \ 27ss 27� /' �f locations to minimize silt and debris from leaving the construction site and �, J / 9 I js �� /, /, ,% entering the drainage system. \\\ \9 S--/r�i I I �� \ \,opWa11=176.00 1. I \ 4. If required on the plans, the contractor shall maintain a vehicle wash down area \ / ra 1 ToeWa11=275.00 (f \ 280 J _� - 1277 s " \ �''\ of sufficient size and in a location to facilitate cleaning his vehicles prior to leaving ' 0D I 2 .001 6j ��� �'`� \ \ �, the work site. \\ 5 \y �� / \ \ ` \ I \ \80 \ ' :_" ` fF.�79 00 / \ ``\ 5. Once vegetation is well established contractor is responsible for removing all \ S FF 279:00 r l� \11 \ \ ' _ FF�79 8g - `ti 277 \' / \ \\ \ temporary erosion control measures (i.e. silt fences, rock check dams, etc.) \ = _ �. \ FF:280 78, 4 <r I 0 i = s \ \. \ \ \ / FF.280 78 w�� 2 .. _" �; k� \ 6. Structural controls shall be installed as soon after clearingas practical and \ !\I \ \ \ _ _ I: _ \ \ maintained in good working order until the site is stabilized. ________ - --- ) \ \. I , '\ 7. Alternate structural controls may be utilized if approved b Engineer. -� -� \ \ \ Y PP Y 9 i \ - - " -11-j 0 \ \t, \ TopWoll'T 276.00 - ----- `, \\ 2 32 ..' - - 8.40 78.37 278 s3 3 V '�\ \ \ \ ToeWall= 7.00 8. The contractor shall comply with the TCEQ STORM WATER DISCHARGE PROGRAM and // 281 `+ 3g _ 9` 278 278.3���78 278 1 �f � `� i� : � is responsible for completing and filing the appropriate forms. `� -- 0.22 279.3 J \ ,4 k a / I 260.z7 280.2 8 j� / 278 7 27� 3Q \ i\ \ \,IL __ ( �� - \ �-f280.39 . I J I _ _ Ii279.27 /:: rL1 77. F 27$r5`0 j \ \'\ : �" \: t. ( I 280�fi7 - 4 277. - \ 80.33 \ f. _h_ - 1 y \ l t: x I 1 �a �.t - s 80.33 I : I _ 1 - I -(9 `` 1/ >. �.. �: �. 11 '1 n r _\ .:•, \ = \ \ t T I . } , 2 } i n„ \J7z41. `L/ 1 77.73 S , . ., \11 \. LV-1 ./ V / . i\\ ?8? \283.23 / 283.07 I .\\: / \, 282.63 _ - \? 8 28 45 \2 / N \ 1 _ / \ t ,` • v \ _. ! ,,. ; 7 �. 2 8:09 27 \ \ 78 , 4' 8 i R 2 :F�.279:0ry 0 3` - 0 278.14 o. ,g \ \ 4 4 \ \ \ ..: , �\ l r \� I S 80.70 . . _ . 277.06 278t24 \ \ `\ \ , + . \. \ \ _ 278.30 N \ \ . __:� \ �\ _ : \ . \ . \. ,, - \ \ 82 6 2 1 - _ Property Line High Point - . 000.00 Existing Grade nnn_no Proposed Grade - ss Proposed Sanitary Sewer Lines ---. - . WL Proposed Water Lines ---------- C'-9 ----Proposed Gas Lines ---- ELEc - Proposed Electrical Lines 000.00+ Proposed T/P xx_xxx Proposed T/C Elevation Elevation T/P = Top of Pavement T/C = Top of Curb h, �� 82 6 �/ 1 ! , f I I_ :. 280. 5 t N \...: ^7 r 1 zb .; ! . If I I 28 5 \ 1 \ . 1 1 , When joining two or more "Silt Stop" Fences tie the two end posts together with nylon cord. Wooden or Metal Post, Min. 3' Length (1 1/2' exposed) Silt Fence, 'Silt Stop" max 10' spacing or approved equal . a,. -Min. 24" Overall Ground Line Bury toe of Silt Fence 6" x 6" Trench 6" below proposed grade- Compact trench backfill to prevent Il Ground Line Existing Soil "washout" Existing Ground 11-1 -x SILT FENCE DETAILS NTS 2.00' 1.00' 12" WIDE TRENCH GRATE W/ . FRAME HS 20 RATED . I i BOLTED TO WALK 3 Bars (TYP) '-- 3000psi Pubic Existing Ground Separation Geotextile� I- 8* Min ''•\ Fabric for Full Width and Length of Exit PROFILE Graded to Prevent Run -Off from Leaving Site. Provide Appropriate Transition Between Stabilized Construction Entrance and Public Right -of -Way C 50' Win. Symbol "J=-}:"= ` ; _ Public Right Existing � .::� �="� � I of Way Ground :��� c Or As Shown 1 � ,�-- I N .. N On Plans Course Aggregate-J -PLAN .7 //'iA7�L/ZGLJ COA / IT IJ -nm off / NTS n i-DI ME: earubn. -w d"g PLOTTED: 14 May 2003 - 2:49 pm CONSTRUCTION NOTES: 1. Length shall be as shown on the construction drawings, but not less than 50 feet. 2. Thickness shall be not less than 8 inches. 3. Width shall be not less than full width of all points of ingress and egress. 4. Stabilization for other areas shall have the some aggregate re ate thickness and width requirements as the stabilized construction n i on exit unless otherwise shown on the construction drawings. 5. Stabilized area may be widened or lengthened to accommodate a truck washing area. An outlet sediment trap must be provided for the truck washing area. \ CONCRETE \ _ :.;.1.\. ..'� .. ._- o FL AS SHOWN ON ? \: \ 8 2 i ? \ d' z �< \ \ \. , - 8 \ . \ �.i. \d' \ _ :. ; �;; PLANS 0.25% MIN 6. Contractor to submit location of stabilized construction exit for 3 ( ) (MAX) -25% �y J t �--- fF 7 \ T---- \ 0 \ .� i c� \ \ \ Y rl / 278 l \ I 1 i tS \ i 78.26 I I t J /\ I / i \ l e t �\ C I \ I _�. �' /� /. / 7 \ •-, - \ a %,4• , , y v'� _ 1. 8.9 1 r L k 1 CP 28 T. 7 / �. +31 -- ,t - ti i \ \ h t_- , I .sue \ st l / 78.9 \ /, \ c\/ 281.34 .� 280.45 h \ , �, , \ \ \ ! / J e r ` \ N \\ °0� N N/ cL�/ �� �./ �O > �� ^� - 7 \ <.\ - ,` / 27 33 �` - l ` \ / \\ \� r ' !' % !( ' \\ N' / \ \ / `L/ �' � / ti 278.8 2` 8- tJ� 1 `\ \ \`\ `i ! \ % 1 7� EFa?7� 001. I \ \ \ r'' ; 1! I / tf I \\'`\ > -�\\ > > _` > - _ j� �> - - > - \ > - - - >I- - > 278.8 - ` ' � \�,� \.. :i�, �u\ 1 -✓ _'] '� . - `_ e ; - i' /lam." _ \ -\` ''.\ '. !11!� 11 ,: !/ I \ \ \\\ \\ \ \� \ \ \\ y- \`\ i. _. /-278.27 i \ ' !� \ ( 1 / r' r (r u, h , \ \ \ \ TRENCH FLUME ; \ \ / + \ , , (! `, /"� r /' \ \ \\ , o `',`_ \ \\ WITH BOLTED ; r. \` 8.60 \,�11\\ ;.r 11 � '\ ! \ \ \ ; J i r , ', / t \\ \ \\ \\ r a- \ \ \ GRATE 1 \ \2J .'->a `. 1. j 27 33 gXid - �� . \ \ \ (� ! l ,I // / \ O \ \ -� 9 27s.6 2j8'� �> FF 279 b0\ ? ' \ \\ \ + ;' ! ,' i ,! ' , ; /`\ iC ^ r / 2 \ ( 'I \ a� Z \ 1 / / I ^1 3 N v a +99.36 99:36+ . 7'x12'. 'PATIO I '. e� 3.0' - N i aq 3 99.44+ 99.44 a^ 3. v - 99 92 �- +, �9 9 - X' . _I 3'x3, 7 :. CONC. _ S'i ,. .. -: a AQ 3.0 0 -x 0,98 . 99 �38 _ _ 99.50 • • • - Y - ►;.A► PATIO (MAX) -25% 1 \\ 8A \\ \ -.�; \ lr J, ` .'),\ \, \- .i _ + \ \ !,litl / //I/; "; I r / \ ! /• 1 r \ \ i t' c i i % / \ 1 / 1 f \ , ( \\\ \ �\ \ �. \_- �' i „ ) \ a \_ . �` 278.2 �, _ - \ \ 1 t ! , , ! I/ / / / / ; ,�\ : DOOR _ ! \ \ \ \ j 278 92 : / � \ � 27 34 78 _ \ \\ , ; I 1 !, ! . ! l J ! \ f I 2es GRADES FROM ROGIGH . \ 1 , ,�s, .IN -1 FF2 900 t \ ,r, j,, ,J,,11 VARIES \ - / \. -, {, \ / /!� ! J J J FINISH FLOOR '\ GRADING PLAN \ ��\%'%�=`�w, 2782 _ * _ \ ;\ I /,, />,, , ; ; ; �S i J / \ \ + / i �- / / 1 / / \ s J \ \ \ \ \ \ 279.03 �, / f� 278.28 j: , j : f a j. � s F /, JJ / / / \ J /. �� o ,F_ s SEE SHEET 12'- \ \ r 1 \ \ �`1` y �o a: . >` f1/i� dd J, -1.59e ARIES x-x� �:., „� ' . i/ - = o / / x ,�J-� \ \ = _, : f p\ FFQZ9 flt4 =.� 'gyp! , , / ; -4.5� (mO) - \ / ;. .. ? , . \ _ �, 4 �. J „',&� , /' -2% (max) �3 } / z.. ,. ? J / CURB J I \ \ \ / \ yc.. \ S 27$;95 G�f r. � { : 's ����-. J J / / \� \ \ \ \ //// I \ / \ � � 278.2 ) / r TopWall=277.00 / / J / 4 .CON ID ��.,, \ C SIDEWALK I G �`a J/ oeWall=274.00 /1. \ D j 2 \N. I / / 1 \ � � 1� L� I `�' � � �.,_v./ � 1,., L; �� � Ll ! 1 / \ I - - _ _ = ti �� ,.. ' �. �- + ..1\ I ,J, r% , , ! t �" I ! \ \ i /1. Sao ��1 ;_� I \TopWall=277.00/., / -1,Z\ \\ \\ \\\ �,' 2 27s.53 /'' 27898 `1, ///, 15. 27s2t7 7 '=S� I T'oe�Wall=276.00./\' f�� f; . \\ _ 11 \ \ \ 2$2 / 79.52 I\ ' G\ ' 277.98 \` � \ / J' � � � \ \ , i ,' 2 , FF:278 5Q \ \ ,J j �' I \\ \\ \ ' \ 279.13 276. I \ ` `J, ; J '`\ 1. \ a 1 0 I ,I , i s= .-_ .- \\\ \ \t 11 \ ,�, 79 / �' �''� �: \�11 \ 1'I 99 78. FF 2-78 r3� 2 \\�,' \\ \ \ \ I I\ , ao IV a a , 277. E \� \ \ /\�% , `�73s / y / I \\ \\ \ I 1 / ,/ /27s.48\ 11, \\ j �I 2 9 78 ` FF2a8a0 i \\ I ', ' \ ( ! 278.71 ,/' / II 282 ! / - 78:7 i , " ; t 1.` , I - - \ " . I S:1Pro110558-WPC_Condos\Phase 110558-03-Grading Plan.dwg, 07292007 04:10:45 PM, 1:20 1 - 11- - . . ,ate,., Ir.� �► • \� • l G i�s ��`�" ,I,_ �i 114, t �� 3 � § 3 10,. 0 �, t I1, f r g q .: .a 3 s II �D„�I lily •I � T.979.260.6963 F.979.260.3564 511 UNIVERSfIY DRIVE EAST SUITE 204 COLLEGE STATION, TX 77840 1 PLAN & DESIGN SPECIALISTS N CIVIL ENGINEERING • HYDRAULICS HYDROLOGY • UTILMES • STREETS SITE PLANS • SUBDIVISIONS www.mitchellandmorgan.com `� O67 0FT * 00*IV .................... JOEL J. MITCHELL 0 -o ;,q 80649 p� Q` 90, sG.- a \"e' itAW J QA-y d 0 m- m O (n N _j� :.;, -�m LLl -0 m v o Z Y _ q L p0 U N N * ao 0 n O 00 O Q z o X L'- O O LU O X Z Q (n Q m g N O N L O a- :2 (if d 0 � J � FE J O U U) C O .T .> N Of Z: A---.. O b_�� Co :2� I O`P, V Q� - J W Q.... W OZ J �j O �E O (,..)�� Z ... - O O C l �K VQ W �.D 00 oi% Of 17 Sheets f �� ,. AI SILTIT I / I y �;_ r - W I W Headwall Sloped Concrete He \ FENCE y '" � ... filled i - fi ve _ .:. To of Berm , _ Pea Gra / P eotextile Bags or i OUTHSIDE OF ED ON S property Line y W` Y ANHOLE LID LOCATED _ Prop y approved equal) 0 �' SANITARY SEWER M ELEVATION-278.23, - - - \ Z1 PROJECT BENCHMARK: TOP OF �' ' W Min. 12" Height, \ \ HOLLEMAN DRIVE AND 85 FEET WEST OF WPC ICE RINK MAIN ENTRANCE.-�y�r_��-r_________. High Point - W / ...41 . �:1. Laid end to end. T.979.260. X=4036.45, Y=4733.73 ` 000 u0 Existing rode d \ ! \ \\ \ / !/ !/ J, / _ I- .ng G /, Standar tit ? �' I F.979.260. \ r ' - / W Flume ` O r fF MID' \\' ` \•\ `` \ ,' /l I l // /' l t I Proposed Grade ///\ ��//�\ : `� • . 1. I. " �:; \ I !/�/% /�� ` % 511 UNIVERSITY 1 ,�.: \ \ \ T_ \ `\ \ _-- r J 1 i / ! ! Sanita Sewer Lines ///\j /�//�\ 'r a� v \� �\ �j,� \ I- \ \ r �°' : -- -- - / J ! / Proposed rY /� �/ ///� �/ W ._ �� i 1. - - - 3 SUITE 2t F\ / \ / _ s /� /� W r . .� .:, a...e -:1 278 2 \ i \ ! r ! r/ r ! �/ �/� �/ �/� / c�j - !":!:� 5; i N - , \ TQ - , ", % .. '. N ; !-- - �, //- �/ 'rift `, -- 1 / . _ ! ^ ' \ _ _ -, ! ! ! / / I Proposed Water Lines y//\��/%/\//\7, W : ``�� ��` i\\� r I f r fi , \ \ R GE STATION. 11 �GP \ •o \ 1 27 32 27t5 StS i C 1 c� \ f f ! ! ; ! //�� ; l Proposed as Lines /� �� ti FP 279 0� �� > S \ ! ! /f f / r ! / ! ___ - G --//�//� ��4 �1 ` // f , r 1111, \ P opo d G \ ` '\ ' \� r .. - i , - \ \ . \ \\ -- ! !/ ! / , ! r ! r I Electrical Lines //�/�///� �`a / ! I r i 11 ' ' ' '', PLAN de Da1GN SPE \ 78.88 j /\'" __- !! !! !! !! !=c Proposed //�/��//� y " f�, j I1r� i ` \\ t CND. O�tr+ \* \\ ;:. .'. !1. + \ !\ \\ \ I I !! ! ! ! ! , t/�///�/�/ \\/\% / `fi f i!; f JI ! i • lR1lJIlE L , . \ I \ \ ;\ t>- r 1�7B 2 I r a ✓ :. I 1.fi• \ \ �.,\ I r 1 f / / / / / / 1 Pf0 osed T/C /�\//\/� \\/ /\\i\\/ ff/ /, r f , / \ HYDROLOGY �<; \\ �r�. I y,✓ \ , \ . \ ! !' I ' /! i ! �!, / \ Pro posed T/P xx.xxx P //� ///� \i\\�\\/ , f ' ' , , , / ` SITE pLANS • SUBC ✓, \ - Y \ ) . \ \ r I I I I ! !! \ Elevation Elevation //�/�� ��\�\/ ,., f :78.9 \ I\. \ :\- a 1 27 33 78 '' Ff 79 Q6 - \\ \ I r I 1 1 // // ! , \ \ ,, /, �/„ \ } �' \ r w\� ` ? i - / \% \ \ I I I J / / / / / \ = To of Pavement / = To of Curb gyrt,bo� : %� : \ 7B.7- _1 , a \ l ,x I l \ T/P P ..,� , . / r, r .\ �/ _ , wMfT .:.\ a. '_ ! f ,� / 1.o i 1r1 % J / r! ; �N� FT PRO ,1 �'� i /,// \ \ \ ,:%\ $� F. I r 278.27 } : \ \ \ I I / . r 1 I / ! // / / I ") I . - . . A " . . , :7 8. AB,, .-\ --, . , /�^ //�/ /♦� Nrc/A� / / / / / / l \ - \ 1.'�-\.' 1 :r'\ \ i f,\. 9.. >� - \ ` - \ I r f l l !/ //!! \ \ �/ �K �I lJPLD • r/ j jib/''/ / \ / Y -f \} \ /// / \ I 1 \: \ : ` 27 33 78 50 . \ r ! ! r \ \ , \ \ / / / /' \ _, F : �; 1`F279b04 ,' \ I1'r'lI ////// ` r1rlrll' r ; , \ NTS ,/,,,/ 1 R FA \ - ,, . �2� r' : ,; : � � . I I l I , /.f / / 1111 1 r \; _D \ a , _;'^ '. \�' I 1 r I !! ! t ! ` 11, I I j ; :1I r 1I I \\ \ 1 \ \' i EAM END OF ALL CULVERTS % %' ti^ ! { %\ .� ', �.. : f \ - i \ I f 1 r r !, ! / / T 111 u t r 1; \� \ FOR USE ON UPSTR , 1 9278.6 r. 8 ' f-7B.4, 0, ; \\ f I r I I , ! / / ! / \ \ I i I I ,1 I 1111111 \ `� \ ''. \ \ FRQyuIE ieoench� drg / % /_' \ \ 4 \\ \\1. \: -` i I rII ; I/,, I /-\'. Ili liltl�\ ---- \ .\ \ \ \\ \\ '\_pLarrED2w3 2:57 Pm ice/ 1 f y \ a 1 / 1 I I I IL_ jlwjll \\ . \ \ , ,. \ � \ \,. -. -: ' \ 1 Il I, J `. I I t II -\\\', \ _ r ; ! I ) i \ \ ` i4 Z76Z] \ \ ! !1 11 ! i'I l _ / I Il,lll,,i \\.,\\ \\ \ \\ \ \ \ _ �,' I I yl 1. r /. %% V _ 27 34 785a g \ \\\ , 1 / J„ / 1 I J �, i / IfI',I ., _ - \ \ \` \\ ` `\ \ ' I 1, N rl 1 t I / ! 111} 1, - \\\\ ♦` \ \ `\ -.\ i , iii%,// ,,--o =i, i t I 278. �\ y \7. l ! I \ \\ \ _ _ /' / :, / /i //iL S _ l I \ < \ ,� ! !!/, ,! \ !' ! / �' \♦ \ \ \ \ / 1, / , , , �' ', /' i /, / I T \ "� - i / \ / \ - / / / ' 1-1 / d \ \ , \ ! - \ \ % �I - \ _ / L S a �, _ r fi \ , _ ,/ I Ml ! ' \ \\ ' f - i. 4 l \' /I. / y \ i \. !!! / , .� _ _ _ .J 7.Q T II S Nl - Q . Wa _ _ _ 1 \ `Z` Q / all - _ 8 G- eW - _ I 95 _ , �_ ;_ \ 2 I r ><� r C E .� - _ N .� � F -\ �= ` f I �\ \ _ - - , 23 \: - -277. _ .; :�; , 279 :�, _ - Wall /! , T i - / / i� / \ - - \To - - . a . - ,,, ,' 9 P > �r _ STIN - /N - all-276.0 , ! - - - - \ .�: --___ ! f GRADES ; �r 1 -' / - --%, /r / /.- a7 Q�"� 27.15` 27B.2 \ _ J tJ / / \ . � /,/ /� '1, I 27 .28 279 / cn,b�' ,s3 278.9 .._N \ 77.98 FF 278_ \ /r \ I \ \ T. \' - %t�3 - i- . 279 / \ 2 k I ��: _w -v -',i: ,, /, i%/, \ 1 i % I ! 73.52 , \: 278.0 t \ :\ / \ L� v -� iri /. /i,, \ 1� 1 ! \ 1.--- r .5` ,% ' \: -�o\� "+ \ \ _ ,r. - 1 .� ~\ \ li '\ �d 1 \ ` �'��{,i �"J',, ice' , i i , % -, ,' 1 i ! r / % 2 ! \ % \ 279.1'3 � •r \ : l_ i- T . \ \ \ - - %i' , I 1 / \. 27787 \-: 2 8.0lc. c% \ _ _ yr`i11IIKj//i,/ /. I \ Fr \ - ` � ` - - J !i / ,r _ F \ _ - - �� / GH r ! 279.68 2 7 2'.B z =' - ! M R O U rg - \> p , , S ES FRO r \ 7B. �F 278- > , \ GRAD ! I , \< 7.99 1 \ - \ P lJa w 7 DING 79. , - \ , I . G R / / ! \� i cA _ 77 4 \ 2 - ,. \ N �= , a tJ s - / . ,1.\� \x t SHEET/ 2) , / �� \ s \z�, 277:83' ,; \ y� G - \ SEE - I j \ \ , u t � , 00 s 78ro-1'.. �' r N , / - f , ... I \ 27 - FF 278 5Q ; \ \ \ ,'Q6,'� YDS OF \ / \ - \ / ` USE , '' 341 5 SQ. ` SILT / 79:48 ' - - - L - -- 278.73 �\ f: t \ \ fi \. ROCK RIP RAP `; ! T' NOMINAL it - C E i I I \ 278.7:1 I3 2 / 277 i \ !:, (2" NOM DIAMETER \ I // k FE 1 2 78 7 �" ! `, \\ \ ` ' �� 1 OR LARGER) I , 82 f \\ 'L79.2 \\\jam '%;,N:,::1/1 g 2 .94 78: \ \ /i%,y ! - - 2 27s.5 , .; 278 57277 FF�278 50 \ \ ,`' \ 8SILT %, ky I 279 ,-.. , - \ FENCE I i f27 \ �. ` ;hen; _ �`�\ I ,, _ - P'/' \ `1. 27 tl \ 78.71 off'_ i j - \ry'7 1 inch = 30 fe t �; ,/ i �� ,' --- ` _ \ \ / 279.21 \ �, \y\ - fF 278 50: \ / cV I i `� / 279.21 > ` \-Ya< ` �\ i \ \, !/ \ r 1 U �+`y / / �, '/ /, `/- NI \ \ \ / \ \ o.tP \\\ ~���- i 277. \ F'\\ r y, SILT / l I l `/' / 1/ I --- J J \` ;\ ✓ 279.11 \s \ �� � � -1 1 277 Bs` , \\t y I„ \ / \ 1 1 \ r' rr I !- L ! / \\\ t o h / \:. V.- 278 56 \ ��\ :Ora �/ _,, , \\ 4 , \ C E % t J ' I -266 / i ` 11 �� ^o�'/ I, %'� \, 278.31 �':'\JQ / 2 9 78 r1-278.5Q b FEN , 1 \ r I Ir \�` `�i 1, 5.11\ ��,.� Z. \ ` \ / I - _ _ INLET 1 \ \ 278 34 . I � / 1 //� r;! \ ;' 1 r 1 / 1 / �; ; _ u . �\ , v� � ,� - -_ �r / , I } I' I'' /' i ` / _ PROTECTION / I ti �%! r 27 47 � �;> : 2n I \ Yf 76_5�, i I i } a� i 274.4� //; `.\ rJ 11 1 /r CS�t /% -2 $ \ / ! i I o` / f \ \ r 2%J�. i t3� 274. `\ / 1 f l 11 1 I' �% _ - I i E' 276.11 -. .r $ I / , , f I _ i �" v I I 1 , _� I i . y_ 7 _ /I t it �_ 75 - 8 50 :- N I / B. + . FF;27 I 7 a i .:di -. a /-' - Y 2 - \ I 77. \ / - I 1 .;.. _. N 4 27 279 � ,.. .._ li \ -1 `i � i i -- \\ /, p , G\ -. !. - . ..., / 1 \ w I / 1 I : _ �I Y _ -... _,... _ F I t� { __ .._ t ` 11 6 `> _ \ I 79a N -_ , 2 _, - I - iY r C,_ _ 7 „ ' - 1 1 277 _ _ i l ! n r 6 - - -' _. _ I 1 ! ,' - a ... .. .... .. / F -. .,_ h ! 79125 _ e _ J ill ! '� / 27 '' •WALE 27s. �� � _ /. ; � / GR DE ,� - A � 2 1 - ti r ry • V - .::.........., JOELJ. MITC .o a .a 80649 O m m �. O �N' (V 51 5,1 L1 om - Z o,3' :D rn 0 4) 6 i V) Ld 0 LI_, Q 3: Z :3�.: C C p � Ld `- W :2_ O U) Y Q o o_ e Q c a > F . gt 277 _-- , RA / \ 27 - I 277. 3 ,, - i _ ! \ i 17.28 - ! I \ ' fF.2 278. Y - - , , , 76.39 - \ ,' ., \ r! f I \ \ .:. z \'' ! 1 -' .' ; f ,' ! r _ , y39 / , -::. , ,,. ! w r . _t , h : ,_.' r = : 74.�3 f FF:276 � I - - I \\ u _ J - __,.. \ ,\-.�, _ ! / 'I ; 7 , _ \ t 4.9 .89 ! \ \ 1 7. 27 - , _ _ ! 8.57 J, - - 1 _: OS - / / e k, _ ,. _ _ _ .._ _.. 4.96 278. -_. _. 2�82 ,- ...,.: .l 2 - } . If / :: F o : 2'7� 2 93 / t 1 � !r 1 \ I "i, 75 I 2 /' 2 96 9� . � i r . �. 9 76. 75 - t: 27 8 - / pQ 04 05 I 7 - 7 5. / �� a 2 7 O 5L /i' rQ _ _ 1 l I A , i i 1 \ z< - - r 276 2 ", \ , t 277.54 r .72 ' = 76.6 �:. 275. 74.9 275. 275 09 � ry � f ,. , �`' ! f _ ' 1 1 / \ I \ 1 27(i.64 aG�� ' 276 76 2 6.61 27 275.8 I _ „ :. �\ / H 8 75.81 1 75 ` 275. 75. 4 74. '� `�� •\ •'_ / �J !' S / \' ^ / , /' i , , I I \ - 'l { 12x12 / , 75. 7 5.74 5.09 275.1 -�0 �Q. YD / • :. I::. I '..:': / riy 276.91 : 6:T)1' �:.. 75.69 274.9 74. Ol, +:/. 75.08`� . 275.os \. / /// / I \ 1 t 277.38 276;45 o a` !, ----- /, 27 274 82 74.79 42 RAP / f 1 \ /. 75 0 75.1 \ / v OF ROCK RIP ! , ry ' ' ' i I _ , t 1 O n/1, ,{- : , - , �.... .../I. 275`:75 � - 275A v p /; f , I \ I ;.,. ; ( \ b` ; $ ./ t .. - { t 7 3 :::' ' 275.121! 27 .85 -4 NOMINAJ-/ /' /, /- { 1 L, .276 6 j g . - /:. ::275.81 I 37 / 2 '4 (6 \ ,' - I ; /I _I Z'1 / '15 275 (7sao %,� Z \ ' . 4.93 ; 03 \$ r i I \ 276:32 -�� i - ., 5 j , I/ 2 5: s !, , \ DIAMETER1: 8 98 _ � M t 27 \ 1 1 277. �. t; 2� I - + ! 4.81 3 9 \. ': I. .:, F i 275.1 275. 3 i F I'" / I 277:7 277.7 I .„--- =:: I I 5 i I 1' ! \ \ I _ :ter t 4 + - r ,/ _ - 2 I 1 _ is a i --- I I t ,. _ -4 275_, 75.13 r \ / - - - i7s , - 1 2 1 - - - I : --a., i . i I \1N I \ I . I 1%- -1\ \ 1,, - .\ -1,, I ""-/\ ' '\I --,\1.\�-\,, ,\�\ ,1I,`:,:I �5\-. i\, I1, 1*1 \\-\ \\ \-I\" . \ -11\ \I II \, \11 I8--) .-,,'\\, ,I..... .-.-.. I-I-i!, � I1,\.,jiIG- , IR�\q \ (\i \� ,A,"\D - LP 5. ,. I ) I 1 / ,I., / I _ > \ m ! /. r i / r r_ I I i 5.15 � , , \p w._ _ �_ 3 > :3 r .I 1 -: .- -.. I I v.: 2 \ 2 6 _ I \ 276... - --- \ -. I \ 5.00 S ----- ` l 0I "67, 4 1 i 27-. �. 2�1/ ./" .1:'-�.--T-,,0 274:90 _ L�. j. f' - - ----- - ? _ 1. I -',901-1. 1-1F5I --/-.--�. -. -A,- . .�. :Q I /- \ y:�r ` 7 r / •: - - \� �� �,.�-.. 2755 275 \ I GRADE SW ! -� ! ROUGH Q- ! / r \ \ \ .� / R01' 2n� . _ s �' ! --- ----._ s / b BRAIN_ ! I / _ :. .\. -ca \ 85------- \\ \ :.. :. - \ L o\ �? 2�4� --- ! ! ING > ._ ! ! a3 G R: ;' 9 77a1 \ 2 - . `, ! ! ---- jj \ . \ -� \ z \ / \ \ / \ \ - �\ ! ! I 1 \ 1 l :' \ \' \ ! SHEET ) \ E \ _ ../ - r--....* \:" - r .. -`' _. .. 275:15 '..: \\ \ ----- - , SE -- 277.56 p 1- \ r. / \ , \\ ES FR ! 2 I � ! � r - 75:2.8 ;, ,� GRAD � �� I \ 84 0 \ . ! 2 ! 77.7._'_ 277.54 .- . \ t \ - :.. .\ I /: i 1 \...... \ 0 - -\ \ i i 1 / \ / -j , , I _, _ \ ;, _ PLAN _ 77.5 _ \ E . \ N G _ 2_ 51 _ DI i ! � \ 277. ., { \: I /.I � ----- ". - ! a S ! / -- d 74 :: S 1 2 t - _ / • 277 _ � � \: _, r l \ I � � I - a 75:31 � . -- - __ 277. r 2j I S f 1 I F /. 27 275. \ ' x \ �_ /,, \ 1 \ \ ET- 1 - - , 27771 l \ \ I \s f- \ Dc- ,2 h 753 _ \ , E SHE 28 , � , - � , � 27 S E , s I I ..( -,.:---)�. I�!---z_ ---. , II -I .-----.-1-- 7-. --I --i-- -, -I I .-- ---..-AI-'Ii0- :- \ I 2�5:33 \�2� i ti/ I ti I -\ , \ \ \ 277.79 18 1 . ! 4 $ 1. 275. ` / j \ , 1 1 l..-I\.�:: ...--.-.., 1. - . \I : .-', -N,�,-:--.-:1Z-1\. . -�-, I' , �.t1. , .,- . .I -7)-.r-. !-- -�I.I I � -I -7�- :��I".-�\."\ 'I� �1-��� I . �. ��.s -�,4Z �"II .-.I.,15, 7\,-(-I,-7Z,, I- Z1- -��7--J-I ,7� �Z.J--,1�;�� �i- ,-------- -.-, ,.-Z.'--,--�-- 1-- \ \ \ '\ \\ \I \\ \ i /i 27522 \ \ / \ \ ` \ ` \, `--, �, �- { � 1 ^ ! = - fig \ ��\,,, . / �": \ 277 � \ \\ \ \ % `\ ` `I f. i 1 t - I �.- � , , I \ 278 \ - ` -1 \ 1 \ �-� 1 !J \ 2 I \\ A �I`� 275.54 275.13 `\ \\\ \\\ ,:VII���:' 1_� I \` + X \ / .�I !! i �L-I \ 8 \ , 9 \ 276 �- JIB , \ \ \� L u 27 ` 277 \!I� 't 27s. 275:31 \ \\ ^^ nF�-,,0..,�,1.'Cr , \ : \-; I. \ r �1'� -' 'cam,`. \ \ \ 278 275:68 \ \ '\\ \ \\ ` \ ;.i \K; I �I � � \ g 'a"I �` GI\7- ; 275. 275.45 2�5 'I .--j-1 I - -k1I \\ \\ \\ 2787 80 \ `\,:'',�' I 279 \ 27 \" ! ° i _ �? J i� 2757 275.33 AUG 242007 , 1`L I \\, \\ D`.� 278.64 \ 9 \.-:\ 4/` 278 \ li I\�4\•Ll�� _ y` r ��" 5.87 1 `'\ \ \\ \ `\ < \�' \\ \ ` �''' ` y'` B.Bs / �' i a'' '� \ 279 / ,,,� �= 275.64 \ g \ -,': ,-.r:.,-." "I ..:-., i.;-�--i -, -II--( ,- r / L- \ - - rr - - F �5.7a \COLLEGE S iP.� a \ _ { / 278 ' ' -I ` � rim-h>< 278 - ,\ t RJ , r ' \ 4. ` 76.02 \ - - . YN,F. - \ ,� .r I. 1. J; 275:71 ENOIRleER .r .� \ 1,1' \ \ 85 \ jr,,` `` �_ i r`� �. 277 1\1; �� 27$. \ 1 2 1 f 279.21 r •f \\ \\ \� v C 1\1 f \ _ , n .--\ i l i. ',',=t„ _` 276 �`.L r �- ,-, ^�'. ,' \c> ` _ - _ `\ \\ \ ± _�/ �\\ \\ \ `\\ \ 279.45 I _> - `- - 1l -,� - � \S \ f ( f X 275.80\ \ \ ( \ w {vim 1`:�'- A)� , �y, I \� ` ` yv t"` r I - \ �$b \\\ �\ 1, 279.67 -- 2 .39 \ "IS �) -,\ I � :. `1 \\ \ 1 1 + \\ / \\ 79.61 \\ - - - - - _- _ _ \y 7621 \\ \ \' \ \ \ - 2eo os t' - j \ - \ ` 275:99 \ 275.62 \ \ \ -' 279.69 \\ \ \ \ \ \ ._ \ _ _ 76.1 . \ \ \ \ y - q0 \ \: `\ - -- �� 4' 275:86 \ ' ` `\ } 2 _ _ 47 "\ VP- � l ! 11XI .....-�--I J-�1 \�,I�\1111111-111. 21 x7 I I ,. .-J. -,,II. 79.77 _ _ 276. r Bo _ -. 6.3 \ \ l - -( _ -�- 276.25 0 \ \ -- - , _: • : ' 79.Bs :::: --� 76.24 \ - _ . _ 27 ,, _ \_ _ \ _. - - z _ X 76 b0 -- 63 \ ; \ __ 2 x CE f 2 X .:-, __ - r ' 'i ' 275Ba F __ / 2� 275:81 �'<„� \ \ \ 75. \ - \ - < \ --1t. \ \ _. _ - \ /` J .-.l. _ .. _ i '_. ..-.. t. ' 2 :. ... \ - \ � � \ \ ` ` \ 276 s 1i ;ll 275. 4� \ \' r \ \ 1_ `� ,\ \ \ ,.- \ \ - � `' \ \ \ \ \ \ 1 \ % _ I BC` ��,,� r�.5 * A . - . .. \ ` ` ` ` 14 \-(, At ,.� h•\ `k, \ \\ SILT\ F\EN C E _, 276.4z \-_�/��- \ X 2 k\ \ -2' \ \,\�` `2i5 B4 y �;r,� "�" / y� n' '+�, �; x/�,`'' � ' Q75.47 • ,��t �f ) `'`; \` ---- - --1 - u ` \ �` D RV`�E 7�.3Q \' Y �h\ X\ y �\ � , 275.2E `� ���' k\ �,Jv , I tLEMAN _ _ _ ,- i \- _/ ^•\ \\ \\ \�� �I 1 , �\\ .\ i�: 274. ;.�j 7513\\ �i" V-:%, 2`F i h 1` 9,4 i \ \ r\ -\ \1,\ \\ 1, \ \-, 74 85 !`l \ _ _ :- i, ,i--, � \ - \ \ \ 2 ' 75 4 1' ,� �,-z �\ / 1. CONSTRUCTION 275.00 - `r, n , - - ,VI ` r.� XI \., n \ - \ \ ate `:+ �• 1 E 1 2 - 275 �_ , .. \ ,,-� `�. ,E % f� \ - :-- - III_,. - _.- . ---. -... _..-...- i __ \ W t` O .0 .> N W 4' '' PHM PRO4' ARK�",�J%`017,`SANITAR S WIER MANHOLE LID LOCATED ON SOUTHSIDE OF 5 F�W� HOL�EMW IORJVE AN ET" WEST C C ICE RINK -MAIN _ENTRANCE. ELEVATION=278.23. X=4A' "46, Y=4733J,// --------------- Prop. Cleo out, V 56.32 LF. of 6" PVC C/O Top=2 6.60, 83. _LF. of 6" PVC (ASTM D3034 SDR-26) (ASTM DW34_SDR-26) W 0 -1.04% SLOPE t)=274.86�' 0 -1.04% SLOPE 6" FL= 274.63 6" FL= 1 6" FL= Prop. Cleanout, 274.44 C/O Top=277.25, Iss 6--FL= FL (6-)=275.45 274.44-., 54.83 LF. of 6' PVC 4- SAN (ASTM D3034 SDR-26) SEWER S&V\ ti O � -2.01 X SLOP W/ C/o 7 6" FL= -PRIVA TF - -S4N#AR (TYP) 27-5.88 SEWER6"\FL= SEE' SHEET-1 L ----27639 I MR 85y. EMBEDMEArr-D&AIL 'FF=�27 0 00:� Prop. Cleanout, IJLL) C/O Top=27B.00, FL (6=276.59 6" FL=277.04 �4.16 LF. of 6* PVC TM D3034 SDR-26) it SLOPE -2.017 FF=�:279. Prop. Cleanout,-'I C/O Top=279.00, '_=277.68 I/A, .0 • N' I T T=280'.,78 f ;V 0; _`- AQ�� ci _'J" SAN.i SEWER 28IJ8 - - - - SERV. W1 C/o A. (TYP) K N, Z44000* C\v 1 Ilk k k % 0 V" It 'X PRIME SANITARYFU TU R, 1 SEWER JIM SEE SHEET -11 FOR N ' ' ' '' _ P!H�I k 1 EWBEMENT DEML - - - - - - - - - -- - - - - - - - - -• S - Prop. 6e.fi.5uL k I!, 2 75- N, U.007LF. of -6- N-C- k I I I I :/a To�0=27�1.00. FL (6"):�Z74§9 D304 SDR---26 k I I' 1' inch 30-- fee!t_ 7 ---- --- JOWSLOPE 0-1. -------- ----------- --- 6* FL= V, 273-1-07 - - - - - - - - - - 6- = Prop. Cleanout, (D 273.52 C/O Top=277.75, FL Prop. Cleanout, 6 83.00 LF. of 6" FL (6-)=273.13 PVC 72.76 LF. of 6* PVC 273.32 -26) Prop'� Cleanout, C/O Top-274.50, D3034 SDR 7Z - -FL- -Z - _-Z I I - 72.76,LF. of 8' PVCPRIVATE- SAN IV, (ASTM b3O34 - SDR-26 6" FL- 269- ------------- Nff 272.72 Pr�p. Cleanout. 0 -0.52X SLOPE PRI VA TE 4R PRIVATE A ARY 6"\FL= 6" FL= C/O Top=277.50, E&6* SEWER Prop. Cleanout, 11 78.50"- 27Z.,38 FL (6-)-275.90 SEW SEWER 269.94 SEE VAEL7-11 FDR (ASTM D3034 SDR-26) \\11\ ZNI�� brT L SEE SHEET-11 C/O Top=275 10 At SEE Fl�,(8")=269.32 6" FL= 0 -1.04X SLOPE 3�090VT DLTA)t \ % ' ', - k k k I SHEET-11 FVR Cleano 5�0 T�p 274 �269 3 FL_ 59 -40 �T5_XV 6k _rb;� - - 7 - ------ EMBEMENr DETAlL'67 F I l, IN \ - , , 275.49 -Cleary - IN, k Prop. Clean-c6t, 6* FL= C/ 6* FL Prop. Cleanout, 1r, -1-, -0- Top=27-4.75, 275.29 C/O Top:�275.50, 270.97 \ N, C/O Top=27...-, I FL (8")-269.65 -6! XL= ill 85.97 F. of P_V� i i FL -(6-)=271.27 _J_ 275 b9- -FL (6")=275.01 'ji - ��:7� -% � __ - A I'l. kAbIM D3034 SDN-26)/,r. 0 -I.U4X bLUM 97A 7-9; 97;i.RW ll I U,�' .72�4 LF. of 6" PVC J L_F_ of a, 281.14 X - - - - - - - - - - - - - - - - - - - Prop. Cleanout, 4- SAk 'SEWE, C/O Top=284.20, ( SERV. W/TYP), C/O FL. (6)=281.89 GRADE CLEANOUT PAVING (AS NEEDED) % I (AS NEEDED) CLEANOUT STACK DIP OR PVC 1 4"X 1 4"X4" CONCRETE DIA. OF PIPE SEWER LINE ON PLANS A_ 1 IN LINE TWO WAY CLEANOUT N.Ta 6" SANITARY SEWER SERVICE LINE 4" CLEANOUT -25 % (max) �- CLEANOUT STACK DIP OR PVC FINISH FLOOR �1■ GRADE CLEANOUT AVING (AS NEEDED) I (ASPNEEDED) -T- 14*X14"X4" CONCRETE DIA. OF PIPE SEWER LINE ON PLANS 45- WYE IN LINE ONE WAY CLEANOUT N.T.S. ,- 4- PVC (ASTMI SEE ARCHITECTURAL PLANS D3034 SDR-26) FOR CONTINUATION OF 4" SANITARY SEWER SERVICE INTO THE BUILDING TYPICAL 4" SAN ITARY SEWER SERVICE N.T.S. SAPro1ft0558-WPC_Condos\Phase 110558-04-Sanitary-Sewer-Serv.dwg, 07/29/2007 04:51:57 PM, 1:30 DIA. OF PIPE ON PLANS GRADE CLEANOUT PAVING (AS NEEDED) X I (AS NEEDED) CLEANOUT STACK DIP OR PVC c`r%htr_n I 1k 1r WX 1 4"X4" CONCRETE END OF LINE : ONE WAY CLEANOUT WT.& NOTE: USE TRENCH AND EMBEDMENT DETAIL ON SHEET-1 1 FOR PRIVATE WATER AND SEWER UTILITIES ONLY. - - - - - - - - - - - - - -- P Z111 V IT(" 01 B69' C 1 8" U 6C lo, NOTE: Standard City Ring and Cover. Vulcan V1342 or approved equivalent. Cover should be marked with the words "Storm Sewer". Utilize precast concrete grade Ring(s) for adjustment to finish grade. (24" Max. Height) rfl .,irylu pipe 0 are oil acr NOTE: Junction Box #3 (See Sheet) Shall hn%i.* ry Pin and rnvior (V"If-nn V-3418-1) 1, ,STANDARD PRIVATE JUNCTION BOX OR GRATE INLET NTS FREVIE/FED FOR COLPAPLIANCE r UO 2 4 2007 COLLEGE STATIONI ENGINEERING- _�,% 40011 �ut�et P M'hl 1pe O �� qlt p"t T.979.260.6963 F.979.260.3564 511 UNIVERSITY DRIVE EAST SUITE 204 LLEGE STATION. TX 77840 PLAN & DES111314 SPEMMSM IN CIVIL ENGIINEERING * HYDRAULICS HYDROLOGY * UTLMES * STREETS SrrE PLANS *StXXXV1lSlONS www.mitchdkLv4Oworgan.com OF 7 C•0 *see • • • • • 4 ova JOEL J . MITCHELL -a o p 80649 go & 90, 0,*@ is AL Is 0 M M 0 -1 3 M 3 04 5, .M L. j ib, C14 In 00 0 co J: C4 X 0 < Z 0 F- �:: 0 - Lii F_ 0 Z X 0 y M < . (n 0 0 LLI Ld Ld > _J _J 0 0 U) C: 0 tr W� L-Li Z3:2 O �W WOo Wz �>z v J O W� QUO Z 0a Of 17 Sheets 9 PROJECT BENCHMARK: TOP OF SANITARY SEWER MANHOLE LID LOCATED ON SOUTHSIDE OF HOLLEMAN DRIVE AND 85 FEET WEST OF WPC ICE RINK MAIN ENTRANCE. ELEVATION=278.23, X=4036.45, Y=4733.73 Sto.=1+481M, F/L= 280.13, 1 / 2 G" 8M.J. e Valve dt BOX � 8rx8 M.J. Tee w/8 Cap \ \ , L I _ _ r , i 4 _ - e I 1 - 1 �... / / �r 'Nt �� / t � / / / 15 PUBLIC \ i I UTILITY QO \ / / EASEMENT `L,a I \ / Scalm vi Fofeet � 15 / \ PUBLIC l % I / / `) / `� UTILITY I. <\ r\ U Ste.=6+39.33, F L= 270.80 EASEMENT \ / 1 / CO ; \\ / \ = Sta.=6+15.63, Waterline B I f ; / ``\ ` \ \ 1 8"x8" M.J. Tee, 2-8" M.J. Gate v, . Sta.=0+7.�8, F/L= 286, �f I �, \ , I�ATERUNE B Valve do Box > i - 8 x90 M.J. end � ii ii ii \- \\ ,,` ' 8 WA TERLINE A \\ k. — — ,,t _ \ 8 WA TERLINE A SEE DETAIL SHEET FOR EMBEDMENT - � � �- - -� N 1 16 :..•�!'`s" °�"`' ; - -, 77 y . Sta. =0+00, F/L= 286.33, 1-8" M.J. \ \ \ , r 1 a, �\ 15 PUBLIC � � - -272.42. st + 1 - 1 Sta. 5 59.5 F L - Gate Valve Box, "x90' M.J. Bend - & B 8 _a - Connect to Existing WL 1 ` \ \ EASEMENT UTILITY 2-8" M.J. Gote Valve do Box, "8M.J. 8x1.25'M.Je • Cap Benddo \ C / 'a X nt � .' � . I r / Sta.=0+65.93 F/L= 283.59 ` \ \ I ` \ \ t► t ! e t _ 8"x9O' M.J. Bend q Ir Sta.=5+28.06, F/L= 273.08 \ \\ .15" PUBLIC 8"x45' M.J. Bend ) ,' _ I ;UTILITY �EASEMENT "aa i 4. kk A'' e I ,1 It Sta. 4 5 77 F/L= 274.18 8"x9O' M.J. Bend GATE VALVE 639.33' TRUC -URAL BACKFILL 290 290 L------- \� EXISTING GRADE I i i IN, \ I 288 EXISTING 8"GRADEI FINISHED \ _� 288 WATERLINE i \ GATE VALVE \ --_,, » » » 8 WATERLINE A i 286 I � 8" PVC (OR 14 - AWWA C-909) _ ' i I _ ; 28s \ � _ GATE VALVE � i I \ SEE DETAIL SHEET FOR EMBEDMENT I \ ` ` 284 284 — - —�- — I 282 I 282 ` FINISHED GRADE EXISTING GRADE 280 280 _ GATE VALVE & Box 278 278 1 820.7'i GATE VALVE N to GATE VAL t NOD Co I N N N 0 N XX u n _ J J i L` L` LA_m 276 i 0 OUl276 - Ii co .r (D to � C -4-Of N 0) 0 N ^ ._ + + + + N v to m U r to r r+ to v r J 3 ao I = _ d o d dCq 30" HDPE Storm cn m In m co 274 274 I Drain tir FL= 269.25 OAS + x m i I i + 1 r . U _ _ _ ro 4 i - En X > I I I MN \F :�11\i ` 1 N P r �` }' i to r 272 ' 272 .• o t, i , i AUG 2 4 2007 i 8 4s M.J. Bend o > o f I 0 � v+ I C it 1'P ; COLLEGE �T�i ! 1 i EF�GIP�C��O' i o rK X N i 0 0 270 270 1 0 rn t+i i 1 k' j ao o I x a r- 8" 45• to 0 I (,I I o �'J I M.J. N . m co CID00o 0. ( I ^ � - 0° C Bend tp C Go N L) I N N I N " U 15 Proposed SS Line 8" 45' N `o N 0 r I i I I �: Sta.=5+86.11. M.J. Bend U II J '' I I I o 0 c F/L= 269.36 J \ 3 i I u> 3 268 268 oo m Ni rnm m ao rn o o ! n m o m n v o -i i 0 OtS07L p' 01 to ui N t0 n c6 � O N Of N Con M Ito Ito ui to tD n G6 m N "i N 01 tD to I N O O In 0 eq (D 0 + P, + + N + 0) OD l- iC4 tD IO d ♦ + to i N + ? jp ��� N n n O O D D O N O IN �I N IN N iN N r b N r IN r I N N N N N O I o °' r d r o 10 %0 — I J r lL X J J tL J t,. I J J J ,,., U- u- ; t J �.. � t J �.. 1i I t t i J J J J J L• 1a. to a0 cn O �- N Go N 1 I O cn O N N O ao 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 1 4+00 4+50 5+00 5+50 6+00 � 911 d IA, .. T.979.260.6963 F.979.260.3564 o 511 UNIVERSITY DRIVE EAST SUITE204 COLLEGE STATION, TX 77 PLAN & DESIGN SPECULISIS IN CIV L ENGINEERING • HYDPAULICS HYDROLOGY • UnLIT1ES • STREE1S SITE PLANS • SLODNISIONS www. ImmumoMon.com INS JOEL J. MITCHELL /••M•••••••••••••: ••� a9;q�80649 , Q� ��� S G; S�.�•��a�i� "AL W � �4. m ? m O > N > N m LL m Y Z � p U cV fn 00 07 0 n Li Q Z O P w x O Q Q InN O O Ljj 0- _� a 7 J .J O U c O w J Z � O � J lW o v J Q O 0 Of 17 Sheets 7 �rot':0558-WPC_CondosThase I\0°58-05-Watedine P&P.dwg, 7/11200710:04: 4 AM, 120 PROJECT BENCHMARK: TOP OF SANITARY SEWER MANHOLE LID LOCATED ON SOUTHSIDE OF HOLLEMAN DRIVE AND 85 X=4036.45 Y=4733.73 -tLl Wt5 Uh I W I KINK MAIN tN IKANUL. LLLVAIIUN=L/?J.LJ F'C. ICE , FOR CONTINUATION OF \ .... " 3 M.J. G.V. & BOX r - _ � : , END WITH 3 M.J. G.V. FOR 0 NUA - \ _ " .. \ C NTI T10N OF .. ., . - Sta. 1 +83.23 \ . / / 3 FIRE LINE SEE " ... .. , . , ,•. _ _. :. .... - . , , :., ___. . ,.... &WITH USA LL562 - , / _ _. . \, BOX WITH USA / � _ .. . 3 FIRE LINE SE I \ : 1 / _ .... 0 / SPRINKLER PLANS F L 272.19 r \ \:... _ . LOCKING R FOR CONTINUATION OF / / ..� _ 1 \ UD0 62 LOCKING I I - _. _ t SPRINKLER _ / _ » , . _ PLANS _ _ .... \ , : Sta. 6+15.63 F L- 270.80 . / e 8 45 Bend & - - ___ - APPROVED EQUAL 3" FIRE LINE SEE / .� OR APPROVED EQUAL _ i » » Sta.-6+39.33 Waterline A • .�. \ \ / . UTILITY �. / Bend AND 3 M.J. CAP SPRINKLER PLANS 8 11 25 ... \ 1 . / _ .... AND 3 M.J. CAP _ ....: :.... �, � . ;.,.., - . _ . _ _ \ _ ,: .. .. :. 15' .' PUBS UTILTIY' � . . :. .';` .;. 8 x8 M.J. Tee - i M.J. Gate Valve & Box N. / \ 1 I / I+-------1 . , 1 1 2+00 ,� ;� I 3+00 ry r7 ,n , , 1 _�I I \ l iU _ END WITH 3" M.J. G.V. V e_ ��. awl .��.�.r 11 1 I���e-wt.l \ �. eTw��. a-w��� 1� 8_ �� e- �--F-- ` awl i;-wL�3� e= - �� 'I ' .— g-yn rn Mfg N Sta.=5+64.39, tD 1 u. I I a &BOX WITH USA �.,; ,` 1 Sta.=3+7.10. + 1: : . >, ! - + : z --- _ - LL562 LOCKING LID Sta. a 1+81.05, FL=\272.44 , Sta.. 3+4.4, FL . 270.96 F L= 270.72 1 ` `Sta. 5+55.21. FL= 270.4 1 - F L= 270.35 O / l APPROVED EQUAL ---- - 8 x3 M.J. Tee 8 G.V. &Box ----� 8 x3 M.J. Tee 8 G.V. &Box - ---- ------------------ -------------:--------------- `�--=----- _- — - ------ --- ----------- - » ---- -,, r--------=---- ------ - - - - - OR AP 0 Q 8 x6 M.J. Tee w r I -- - 8 x3 M.J. Tee. 8 G.V. & Box , 8 x6 M.J. Tee w O AND 3" M.J. CAP / '• 5.60 LF. of 3 PVC ASTM 5.60 LF. of 3 PVC ASTM / - / I I Q = - 1=Std. Fire Hydrant - 5.60 LF. of 3 PVC ASTM€• \ Std. Fire Hydrant I \ ___-- D2241. SDR-21) Waterline `�D2241, SDR-21`/ Waterline Assembly R '` 3 O z - - �' ^ 1 1 1 I ; , r\ 3 {„/ WATERLINE ` ' j D 1. SD - Waterline. Assem y I m I , — G \ `. 1 I t Z i 4 22 __.. ------------ Z p I — I I (O - if — .... jj �-+ --- _ 8 PVC OR 14 AWWA C 909 .: .. - ... . / ID 8" PVC DR14 - AWWA C- O9 75_ss ''� ,-;"� I USE BRYAN /COLLEGE STATION STANDARD _________—� �` / 9 ® 15iss> I WATER DETAIL EMBEDMENT ---------------____----_; ; WATERLINE A USE BRYAN / COLLEGE STATION STANDARD z o\ '/ WATER DETAIL EMBEDMENTUj --------- 4 = 20' PUBLIC S1t =3+49.26. F/L= 270.21 -- - �,.''UTILIr I = = 2 Waterline C-------------- 15=Ss / I / " Sta. 2+2 .13, -------------- \ \ \ ®T - - - -1- I W EASEMENT r 8 x6 M.J. Tee ------ \ \ 1\ \ s - I W _ -------- s_ FEW mma 1-8" Gate Valve &Box 15-ss 1-6" Gate Valve & Box 15 PUBLIC ` \ / r --- - 1 \ \ , / \ i \ / �{ . / / , �.�_� ®®:�.®.:®:�.® ®�-�-� I � II .®:.®e�`®4 - bid UTILITY \\ / / \ '/. \ \ EASEMENT / > ,'� \, \/ ® ®�®®®®®®®®®®® _F I ���® ,' `. \' . e \' UT1 UTY c; N. EMENTS® 7� N\\ `�\ I ,! % \:. A; / WERLINE A • / / / / N , / , ram:. .' 1 NN ---------------- V. Sta. =0+21.68,,/ `; WATERLINE C ® __�------- P LF11 / 1-8" M.J. Gate r� J / Valve & Box Ri / Ste.=0+00.00. / F/L= 275.23 8 M.J. Cap w/ / 2" blowoff.IX 8» WATERLINE »B» 81* PVC (DR 14 - AWWA C-909) 284 USE BRYAN / COLLEGE STATION STANDARD WATER DETAIL EMBEDMENT 650.00' 282 —' OF STRUCTURAL BACKFILL 71, PROPOSED -----`— .---� t �� Gar /'"��'!/ fl���. [' �(i 110 FIRE HYDRANT -------- 280 \ �\ PROPOSED \ \ / FIRE HYDRANT �� �/� /7j[/1�/ \ \ / ,� . � — — — EXISTING GRADE " \ ` — — — — — — — -- — — — — — — — — — — — — — — — — — — — BLOWOFF------ \ / J 278 \ GATE VALVE / & BOX FINISHED GRADE / / I � r V�'Vqf GATE / " vALVE 276 & BOX 1 I VALVE GATE A�G � d 2 07 GATE GATE & BOX VALVE VALVE VALVE 1 ' & BOX COLLEGE E G N1 &Box &BOX 1 I ENCIN TIP -1.6589, 1 274 1 � 1 Deflect Water Line ► r r 20' VERTICAL CURVE G1=-1.189%,G2=0.8 % Rb=968.76 Minimum=400 272 oRb w-Pt. -Sta.-4+35 Low Pt. Elev.=269.26 -1.189Z ' 0 0.8 75% _ 1111 270 I — - m In m a W 268 X �• v C t\I 9 m C 0) -j ,\ m C O a1 C D1 41 c tp (D C t7 a1 C p m C ,� m C � a)% C 00 v C O a1 C N C to -S J to m C m C .- C a) C m C a1 C 00 a1 C In a1 C —3— ^ >, � N a) C 0) a) C � m C N m C a) a1 E V) O 0) _.1 (0 J f7 J 0I m t0 J rM J p O J 10 _l (0 J d-'J J 0) J p E In J f7 J •- J 00 0 (0 _J �t J to J � J to _) � J 0) J � _) .� E �t J O J n J a) J O J m Wj M r- a) N t` 0 N ^ m N f\ m 0 N r- m r- n a) r- m � O r m O I` O li tq O O � y O r- O O � m 0) (D 0 0) to m O t0 m 0) O a) 0) t0 m O t0 m O O () U O f0 a) U O � 0 0 N I a) V) O r- 0 0 o f� m U O r- 0 0 O n 4) U r a) U 0 lf') N U n N U N U N N U N U li C N 0 N U N U N U N U N Cl o) N 0 N U N U N � N 0 N 0 N 0 N O N t0 N N a' O N N N N N N a) II v 11 0 co4) II a n II n 11 J II J 01 N II J a1Om V) Co O II m \II ( (aD) n 0Q)) n - n \ U) O CID , ( ) V) 0 n II 0 n II 0 II N J n J n J (/ -1 \ U) .N d�a LL . O t nlL a t L L t l L0 ma) . Q1) (D dt a) , 266 ►� v O 1 O d- O .- CL O to d d O 0 O n O X O N C) a) M O- O � st 0- O 00 to n. O .- r� I t1 O d- t0 IZ O r, 0) 1l O X O = t0 p n• 0 O .- n U O r N to 0 tf) O d (� 0C to 0 O � t- 0- 0 to J � 00 a O U � O CL O U t` O d O U O CL O U t7 F7 0- 0 U tD a O U X N o p m to W) = O d- n. O U N tD a O U I1) ^ t1 O U O Q 00 X t0 a0 d O U O n O U W N U n U tDt7 U U U * m l - m N U - U O U 0) U O U n U m . N y O U U N (D U tD Y In U d U O L If) 4 4 N N (0 a) L N C:) a) p C o O) O IA O (� Y 0) Y n a) to y r- y `. N „� O N n O Y '- Y M Y `r Y CO Y 0D Y (0 n O L� Y M Y O c n •►. In Y r Q) O Y - y n 3 + Y t0 + Y m + Y rl + Y N + Y d + Y O `� p n (� r + Y O + Y + Y n �- m N + Y d + Y Z f ` N + O 0 + O + r m + [1 + �- a) + - a) ^ N N N + v + N d + N a) + N' a) + N a) + N a) O r- + V) a) + t'') 0 N 0 + X X M + a) M + n M tq + s1' a) N m fn a) d' 0 � a) to a) O a) 11•) a) ^ Q j N � O N to a) Co 0 N (D " � co 0 CD 0 -! _ n 1100 II n >. II II a >, II F-�' II n II o- N ? - II n II n II D >, 11 n• II n. II o• O n m N O -6 II n. >, II w, o- v >. Il 00 11 m m n, If >, T F- II o- �. II CL �. II II Z' a �, II o- >. II n >. II n• >, II CL >, II CL >. N .s O II .. N II o >. II o- >. 11 CL �, II o 3 o >~Q II a II n >. U JN \ t I O O O F- O - LO O H O F- II d J \ O F- O F- O F- O H O F- a F- N II J in O F- O 1. J 3 \ Sqi O F- O - to O F- 0 F- J \ O O F- O H O F- O F- O ) - O F- II J- U >\ J O F- O )- O F- J \ O O O N 41 : . • : «.: . • 41 - . _J � e N lL t + : r : +.: .. s 41 - ..: t 4- q� N tL li aD 0_ lL (n fn I L M > N (n N N N •- N �- (n N .- 00 N LD N •- fn (n (n N in �j O 3 N �- M m •- (j •- •- C (n fn •- (n (n •- (n •- in 3 N •- M 264 O - 3 ao In ai to M � t>= ai CL m m N ? o - - O rn en N o In 0 o 0tD M rn O M+ m .• O a O a N ad C11N - f- N aO ->> ' F O O + O U V + 00 +?`� Q 00 m +m +? I� +? 1- N +II t0 m �+'+' + o + + +II .- O O - M i ¢ M M i 0 t7 10, m tD to U: i to 11 M. t0 II N II II II II II _ 11 _ (D II o .� t t t O O (D II o N CL O II t --) IIt X tD 151 tD N t t O O v tX �+ e a X ++ ++ �+ J ++ +' to +' J (n CO (n N O M N O V) O 0 cn t0 to II ao .-.- to a_ tL v) OD to to cn II 0o N U. 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 1 4+50 5+00 5+50 6+00 6 s z 6 a f 5. T.979.260.6963 F.979.260.3564 511 UNIVERSITY DRIVE EAST SUITE 204 OLLEGE STATION, TX 77840 PLAN & DESIGN SPECIAUSTS IN CIVIL ENGINEERING • HYDRAULICS HYDROLOGY s UnLTTIES • STREETS SITE PLANS • SUBDIVISIONS www.mitchellandmoroon.com = ��P•(E OF .......... .... VERONICA J.B. AIORGAN .....:................................. 'a' 77689 • Ac 90�� h�k is • G: W r, O m m N > umi > T f- m m rn 3 tYi •O � L Q p U N in 00 a0 LLI >` O o0 LL Z O ♦- w OF- X Z O a Q . U) O O W C9 d LLI > _j O U c 0 a� LLJ w w O L 1 � O � J W o Q � Q O PC: O O Of 17 Sheets S:\Pro10558-WPC_C0ndasThase 1\0558-06-Waterline PBP.dwg, 8123200712:50:33 PM,1:20 " F/L= 271.74 �+ I SDR-21) Waterline. 1 8"x45' M.J. Bend ------------- \=----- — — --- ---- — -- —r--- -- ---- — -- ---- — -- ----- --- ---- --- --- ----- w 1 \ / +00 I 00 C, \ 1 \ \` B-WL i -WL��I i i 8-wL \'(P` \ I I \ t} Sta.=9+3.39, --------_-- ------- ---=--------------------- ----------------- -F/L= 270.23 -- --- -m =----' - I LLL 8"x6" M.J. Tee w/Ln\\ ..............., i j 1, Std. Fire Hydrant 1 Assembly Sta.=9+24.38, 1 1-8 M.J. Gate F/L= 270.03 " Valve & Box 8 1 x45' M.J. Bend \ 8» WATERLINE »B» 1 ' -----=----------- 8 PVC (DR 14 - AWWA C-909) d t `- ti �\ USE BRYAN / COLLEGE STATION STANDARD =------------ -- 1,O WATER DETAIL EMBEDMENT -------------------- --- 1 SS MEMMM is 1 � \ 1 \ - 15 J `---- ---- } \ g t ------ \ f L Gam\ 1-----=------ --------------------- I �\ \ \ ---t------------------ - 286 8» WATERLINE »B» 8 " PVC (DR 14 - AWWA C-909) 284 USE BRYAN / COLLEGE STATION STANDARD WATER DETAIL EMBEDMENT 282 292.3 ' OF STRUCTURA BACKFILL 280 EXISTING GRADE PROP. FIRE _ HYDRANT --- I 278 ----__ PROPOSED GRADE — 276 274 GATE VALVE & BOX 272 - 0.875% -0.8487 I� — 270 o L LAN Ld . 8" = EWER SERVICE W FL=269.01 -L`I 0 CD CD a) 268 t0 N c _) N d' c -J r- 1r) c _..1 O N c -1 c .0 '-100 C -1 NC r- J to IO c J a) M c J l(7 U N_ U N_ N U O � N_ N U N_ U N U o 0)N_ _ N _ _Q+ Q II J v U) II J Q (n m G J II J O (n II J a) (n II (D II (n J (D U) II J Q U) II J a) U) II J a) (n U Q LL N LL O ll L- 0 11- a) \ LL- t a) 0 (+- lL a_ Lo I- c � L n a) 0 a 1� o_ ` co CL 1� 0- n. r a m Q. 0 n a to = 266 Ld •- O 0 N t\ U n O D Lq to O U .- � O C (D M O to U t,� O U � N O U O N O U N O U w M X M (q 0 1 O n 00 Z W Y Co Y OD E CO Y 00 y y N y It y (0 Y _ 00 y (D 0 N m 1, O 0) J + t0 a) + (O O N N O + � Q) + i\ Q) + 00 + m 00 a) + Co a) + 00 a) + 00 t0 ,i C n � ' N N O = (, , II a >' 1-- II o• F- II J II J �, (n O W a_ II a >, )- II o- >, H II o II >. I--• a >, F- II o >. !- II n f- II a >. f- ^ N II � -T m -0 O O N II .43 N 0 II > J II J .n 30 Q 4a ° N = t\i l\i a_ ` O (n _ '- V ' T (n _ '- (n ° a0 V) = ° (n a Vi ° LJi. ui 3 \ > (\i. LL- = - O -(D _ O i. LL 3 0 _0 N - 264 n _ (O a to M N O) 2 0 to m M 3 N N f7 O O Co c0 C0 F- to M ~ O 4 N a O + + o m to O m0 + NO + j + teD U U U0 N N N 1N N r- CL 11 ml J +0+ X r0- O` 0 J J J 6 X N 11+�+ nX '. y0, X u- (n Co (n a- V) u- tL u- (n to 0 (+- (n Co N 00 (n 00 50 7+00 7+50 8+00 8+50 9+00 9+50 Al I�-_ t -� \ � \ \ \\ \\ 1 f I f \ \\ \\ \\ \\ s \ \ \\ \ \ \. \\\ \ I \\ \ f \ \ 1 Seale• I \ \. \\ \ r inch 20 feet t \\ \ �` \\ \\, \\�\ \ 1 222.13' F—S RU-GT-U-RAL—BAGKFIL- 286 286 6 & 3 WATERLINE "C'" PROPOSED GRADE 6" PVC (DR14 - AWWA C-909) 284 3 PVC (SDR-21 ASTM D2241) 284 USE BRYAN / COLLEGE STATION STANDARD WATER DETAIL EMBEDMENT 282 282 BLowoFF I EXISTING GRADE � I - - - ` ` 280 280 GATE VALVE & BOX \ 8 278 278 Deflect Water Line 20VERTICAL CURVE G1 =-3.452%, G2 = 0. 00% 276 Rb=579.40 276 Rb Mlnlmum=220 Mid Pt. Sta. 12+70.2 Mid Pt. Elev. =273.0 Proposed 24" Sto Drain Line "A" F/L= 272.25 See Sheet 08 for F rofile 274 274 GATE VALVE I & BOX 272 272 0 0.000% 270 270 r Cnd M 1'►ld� C N N II Iq 4 20011 n II u- 268 m - �U- 3 { _ �" '" 268 c O c N ' 17 c to 0 O 0 r 0 O d c N r- N N M m 0 m p! ►.. (� .. (, N a) to _t 00 -1 f- _) a) J 10 J to J N OD 0) 0 r- N a) 00 N U N m N 0 n N 0 � N 0 ^ N n NA m O+ 41 +? g � N Z Z Z 9 9 o N N ? a� II O 11 11 O II (D II (D II m II to II O N II � J U J \ (n J \ Q) J \ (n J \ to J \ to J \ (n J \ J \ N �- 0 O X 0 X It m Lt_ N 4 0 (t_ V' Lt_ m i0 d (D CL N Cn (0 a 266 266 to O a O d 00 a O r` O U o a O N a O c0 M a O X N O p M o_ O co st 0 (D a O aD a a) Y 00 U r U cm m, �I U>. I -II 6II U 0m NII ain OtJoII O N K) r, y 0) M r, N + y Y + t0 + y N N N O a) m O O O a O 0 N tD o0�o c�m0 D = o- H IIH o II rL - o- - a H II II V' U F- 1-- a I-- J '0 C, J 3 > > r = -N = 0 + to 0 r e +• = r e tD U. m ++ _ ++ a ++ _ a) a lt.. tD >> in •- U) U) •- (n U) U) U c N N U) �- 0] tD N 264 264 O 3 - m Co rn O N~ 03 n N ~C9C9 000 N NM �-jN N N 1111 p ? N II X II XI00 11 ni N r O r e J O -w J +0+ a s J rN II =XOOtO (n M (L (n (n co m to �- to tam (L m ao .- 0+00 0+50 1+00 1+50 2+00 2+50 3+00 T.979.260.6963 F.979.260.3564 511 UNIVERSITY DRIVE SUITE 204 COLLEGE STATION, TX PLAN do DESIGN SPECIALISTS IN CIVIL ENGINEERING • HYDRAULIC* WDROLOGY • UTILITIES • STREEI9 SITE PLANS s SUBDIVISIONS OF TF�,1rtk s* .VERONICA J.B. NORGAN 77689 I . 9 �. . iTk-ALE�G'r r,' V" O M -1 M N > (Mn > I- M V) m D O rn 3 a��� N Q Ul Lu O Do O •ch 00 f- L Ld O- X m O I- Q a L- O Vi W _ w LLI 0- 0 J J O U t` 07 Of 17 Sheets i;:}Proj\0558-WPC_CondoslPhase R0558-07-Waterline PBP.dwg, 8/23200712:52-15 PM,1:20 PROJECT BENCHMARK: TOP OF SANITARY SEWER MANHOLE LID LOCATED ON SOLITHSIDE OF HOLLEMAN DRIVE AND 85 FEET WEST OF WPC ICE RINK MAIN ENTRANCE. ELEVATION=278.23, X=4036.45, Y=4733.73 S:\Proj\0558-WPC_Condos\Phase 1\0558-08Storm Drain PBP.dwg, 7/1/200710:14:13 AM, 1:20 77 ;9 +5 S. ■ say T.979.260.6963 F.979.260.3564 511 UNIVERSITY DRIVE EAST SUITE 204 COLLEGE STATION, TX 77 PLAN & DESM SPECULlSTS IN CIVL ENGINEERMG • HYDRAULICS HYDROLOGY • UTILITIES • STREETS STTE PLANS • SUL30MSIONS www.m n.Com . 1 • • JOEL I MITCHELL .09 80Eegogyp; Rv �`�SlpNAL��.r IS�>� m? m O > cn > N T �m 0 0 T3 cYi v t N N 00 00 O DO O Z O H Li O Ld X Z m Q Q N O N OLd w a Ld J _1 O U C O N 'r J w wQ LJLJ w J (^ ZOW Q � O � � Z � O O � �g O 0° 0 Of 17 Sheets PROJECT BENCHMARK: TOP OF SANITARY SEWER MANHOLE LID LOCATED ON SOUTHSIDE OF HOLLEMAN DRIVE AND 85 FEET WEST OF WPC ICE RINK MAIN ENTRANCE. ELEVATION=278.23, X=4036.45, Y=4733.73 STORM DRAIN LINE ' B» 18 " HDPE (MSHTO M294, TYPE S) 286 USE BRYAN / COLLEGE STATION STANDARD 286 STORM DRAIN DETAIL EMBEDMENT 284 Sta. 0+52.40 = 284 I Sta. 2+95.23 SD Line "A" Construct Std. 36 Grate Inlet T/Inlet= 277.03 18" FL In= 272.82 24" FL In= 270.15 282 0" �- 282 1 I EXISTING GRADE ' i 280 280 , � FINISHED GRADE I 278 278 �- I 2761,I- i 1 I 276 I 5p 40 of 2741 T• HDPE ®-?. 274 i 25p� 272 272 1Sanitary Sewer Line FL= 269.41 270 270 � 30" HDPE Storm Drain Line . A. See Sheet 08 for Continuation 24" HDPE Storm Drain Line "A" See Sheet 08 for Continuation 268 268 54.4' STRUCTURAL BACKFILL i 266 266 I n N I J 264 L 1264 o O + O DD N 0 II Z Q_ N r OD J U_ 0+00 0+50 ,.. Sta. Sta. 0+02.00 4+24.66 SD Line "A" Construct Spc. 5'x4' Rec. Inlet T/Inlet= 275.84.. 18" FL In= 270.14 . q %/ 30" FL In= 268.68 : . 30" FL Out= 268.58 \ Va Vw_ r ` / 4 1 278 1 276 1 274 1 272 1 270 1268 1 266 1 264 1 262 1 260 1 258 256 254 4 f XON r ! � l- I ii Y DRAIN LINE C ;;I11';i;!I (AASHTO M294, TYPE S) ;` , ! , ! 1 r / COLLEGE STATION STANDARD ''C''1''1` '' " ' ' ' ` I DRAIN DETAIL EMBEDMENT Stu. 1 +38.08 ' 1 + 1 Construct Std. 36" Junction Box '1 '1 '{ '1 ' 1 120 feet T/Inlet= 274.96 '1 30" FL In=267.26 ------------==-------- ,; 30 FL Out= 257.34 -----1 1 1 , ; , 11 - � I { {Illlil;l 1 1 +00 i {, � : - 0-HDPE- 30-HDPi . � . i i �; i ++, � 1, Sta. =1 +88.18, FL= 256.86 BEGIN SLOPED HEADWALL -�------------ -- --- --- f 15' PRIVATE DRAINAGE EASEMENT rI ti,{,1' i 11 INE A Sta. =1 +99.67, FL= 256.74 END SLOPED HEADWALL Ii Sta. 0+02.00 = Sta. 4+24.66 SD Line A" Construct Spa 5'x4' Rec. Inlet T/Inlet= 275.84 18" FL In= 270.14 30" FL In= 268.68 30" FL Out= 268.58 _ EXISTING GRADE FINISHED GRADE J _ I f Sta. 1 +38.08 Id. 36" Junction Box T/Inlet= 274.96 30" FL In=267.26 i 30" FL Out= 257.34 I OEM 1 00 I a7 1 (a N j I (a N J J I 1 a I I , II 0 1 = I W I n 17ad 'R N M N O + (D O 00 (o I m co 0 + I90 - N 0 N II N IN N N N II Z N J J J J J I 1 J +� W -I LL in I.L. LL. LL La LL. V) m Li. 0+00 0+50 1+00 1+50 2+00 2781 276 1 256 1 2541 NQ 2.00' 1.00' 12" WIDE TRENCH GRATE W/ FRAME, HS-20 RATED BOLTED TO WALK 0 u� M O mo #3 Bars 3000psi FL AS SHOWN ON CONCRETE PLANS (0.25% MIN) FLUME DETAIL NTS ttnwE FLINFJ,GRATEAg PLOTTED OB Apr 2D03 - 4.13 pm 3" 1" per foot T 6 i Notes: 1) Invert of Inlet Box shall be grouted to provide "U" shaped channel with a depth-1/2D. The channel shall provide uniform slope toward the Outlet. 2) All Rebor shall have a 1-1/2' dear Cover except the base which shall have a 3" Gear Cover. 3) Column in throat is fi x6' centered in 10' InleL Provide two columns for 15' Inlet Limits of Payment for Recessed Inlet- V Pry College Statndard ion b manhole ring and cover (Vulcon No.v1342, - 12 - nJs' approvedI be shall be cc e marked with 2•_6' �� (f aG D4 and the words Istorm sewer- 3•-2' R - - - 2'-6' wary Poor enu nt ( sarfoce to Throat -Sock of Curb + I I . of InletNorrmal = Standard Curb and cutter sect of Curb �0 PLAN Vl' F q ui NTS "Dn 42" ELEV=276.25 • 6 ELEV=273.08 2.5 :_:: - f _ 7.66' 8.33' e, 5.16' 4. is r_ FL=268.58 --r.: 6" PROFILE 48" Nl'EN/ 5 W SPECIAL RECESSED INLET NTS NTS FILENAIE 5x4Wdapedd d n PLOTTED: 29 Jun 2OD7 - 5:01 pm L 6 "[_ C E #3 Bar U) c " Continuous c :21 -2 8" o - Conc. Rip Rap q I �� - - - - #3 Bars @ 12" O.C.E.W. Field bend reinforcement wire - - and tie to proposed reinforcement q SECTION A - A. Conc. Riprop Class B Concrete O -- o e Vories End of Pipe 1 F/L -� For Payment --- - - - - - - -------- Joint as Required T 12"1 11 „ 2" C E L W 1.5' 10' 11.5' 5' CONC. RIPRAP SHALL BE INCLUDED IN BID PRICE FOR EACH HEADWALL NTS N _ C" 'V,." IJ 1-0)" COL`PLrIt'1110E AUG 2 4 2007 COLLEGE STATION EtvGINEERING ./� Vy s � I� LN k + � �M I �Vd t T.979.260.6963 F.979.260.3564 511 UNIVERSITY ;DRIVE EAST SUITE 204 COLLEGE STATION, TX 77840 PLAN & DESIGN SPECYILISM RI CIVIL oraNm:I,G • HYDRAULICS HYDROLOGY • UTLRIFS • SIREEiS SITE PLANS • SUBDIVOONs www. .com 5�.•9600600 • /••.7•JOELJ•MITCHELL*, ..••.•..•.•....••• -a90 ';aC8S�O��J� S,S• LE �d O in o>�> N 5, c o Z N t 00 i_ O CO zz Z 00 F- O LL.� OO X Z Q Q . O a_ - LU w > J O U m C O .(n V w QC w po O w O Q O O Z Q O O 0 0 Of 17 Sheets S:IPrgl055g WPC_Condos'Phase 110558-09Stonn Dram PBP.dwg, 7/1/200710:39:15 AM, 120 1 PROJECT BENCHMARK: TOP OF SANITARY SEWER MANHOLE LID LOCATED ON SOUTHSIDE OF HOLLEMAN DRIVE AND 85 FEET WEST OF WPC ICE RINK MAIN ENTRANCE. ELEVATION=278.23, X=4036.45, Y=4733.73 8 7B Units NOTE: EXPANSION JOINTS SHALL BE PLACED MINIMUM 60' INTERVALS AND AT ALL RADIUS POINTS, P.C.'S, P.T.'S & OPPOSITE P.L'S & ON ALL HORIZONTAL & VERTICAL CURVES. CURB EXPANSIONS JOINTS SHALL BE @ 60' CENTERS & CURB CONTROL JOINTS SHALL BE ® 10' CENTERS. LEGEND PARKING LOT & SIDEWALK EXPANSION JOINT (60 ft MAXIMUM) CONTRACTION JOINT (15 ft MAXIMUM FOR PARKING) CONTRACTION JOINT (5 ft MAXIMUM FOR SIDEWALK) NOTE: 1) PAVEMENT CONTRACTION JOINTS ARE SPACED AT 15 ft UNLESS DIMENSIONED OTHERWISE. 2) ALL DIMENSIONS ON THIS PLAN ARE TO FACE OF CURB. HEAVY DUN PAVEMENT (7" THICK) -� °p •>, �`v/ \ 1. CAP MUST BE LONG ENOUGH TO COVER 2" OF THE DOWEL WITH ONE 3 _ CLOSED END AND WITH A SUITABLE STOP TO HOLD THE END OF THE CAP AT LEAST 1" FROM THE END OF THE DOWEL BAR. • Q�5 2. EXPANSION JOINT WIDTH SHOWN IS THE MINIMUM. SHOULD THE �- SEALANT OR PLACEMENT CONDITIONS REQUIRE A GREATER WIDTH, THE M- �12 , GREATER WIDTH SHALL BE PROVIDED AT THE EXPENSE OF THE CONTRACTOR. " - OLMANIZED 16', -15 13_ > 8:9*_,12:g' � I _ -g,6'. > . , '� 3. GREENSTREAK G SEAL 626 MODIFIED PVC MATERIAL AND O LUMBER MAY BE SUBSTITUTED FOR SL-1 AND CEREMAR FOAM. s• MATERIAL MAY ALSO L.. ,.... , _ _...= _ BE USED INSTALL PER MANUFACTURERS RECOMMENDATIONS THIS ' • • • • - �� 1 0 ;�.,\ \� IN CONTRACTION AND LONGITUDINAL JOINTS 60 '> - 51:3' IE 1.7:13 - 9� 7B Units ^> ,/� Bars ®15 O.C. _ A IIE4 .:.:... _ EXPANSION SI ON JOINT T " ' I .-•• ...........�. . �... } r �� (60' MAX. SPACING UNLESS I... s. -=-------t - .I - - OTHERWISE INDICATED IN PLANS) TYPE 3 CURB 15• �. / / FOR USE WITH CONCRETE PAVEMENT OR APRON NOT A SEPARATE PAY ITEM 15y SEAL W/ EXPANSION JOINT MATERIAL NTS 12 8 = o? I Q1 > . ! (SONNEBORN SL-1 OR APPROVED EQUAL) ts� Install per Manufactures Specifications "FLBVWdwg _ pm\ / / -�.- 5•- r - - r ; Min. Depth = T/4 1 8 to 3 16" • (� _1 --S See Pavement 1-1/2" for Sidewalks 3- F Detail i 7 #3 Rebar �12„ Centers g ' �` Centered Within 4" Concrete Y 3 Units -; / / ' t I //I NT Backflll I I h ► 78 Units i ' ', LONGITUDINAL ;- REINFORCEME Wood Float F-n-s (See Detail) LJ CONTRACTION JOINT, x__ �• 5E: `� 1 See detail for spacing SEE FLUME DETAIL :_/ > SHEET-09 �`-- s .� a� ( _ O s 11 1/4 WIDE x 1 DEEP GROOVE 1�_ Backfill =III-III-1 H 1 I-111=11 I 1=11 I-1 I I-1 4" Thick Concrete = — — I I I I I I I II I I I I I=1 11=1 11=1 I METAL KEYWAY PLATE / / SEAL W JOINT MATERIAL 9� 6 Units f `' - W/ FORMED GROOVE (SONNEBORN SL-1 SEALANT * 2" CEMENT STABILIZED SAND Prepared Subgrade EDGE ROUNDED TO OR APPROVED EQUAL) OR LIME STABILIZED SUBGRADE ` 1/4" RADIUS 15" MIN. LATERAL REINFORCEMENT s r%,i % LAP SECTIONS) PAVEMENT TYPICAL Expansion Joints @ 60' O.C. Contracting Joints ® 5' o.c. See PaveDetail STANDARD CONCRETE SIDEWALK DETAIL NTS SECOND POUR * 5" CONCRETE ON PREPARED SUBGRADE IS ACCEPTABLE. GURB f Z /'. FIRST POUR `y . REBAR TO BE CENTERED IN SLAB I Limit of Pavement Concrete >' . .\ _ LONGITUDINAL JOINT E� for Asphalt Pavement >s LONGITUDINAL JOINT SHALL BE REQUIRED AT THE URB Saw cut to provide STREET CENTERLINE Ep c URB neat edge of existing Edge of Existing VARIES curb, RE�p SEp C Pavement (see plan) o PREP 1 Type D HMAC - S > c,� ` 12 ,� Construction " 4" Thick (Min.) Rein. / 2 Type B HMAC Reinforced _ f. _ 6" Base Concrete ® :__ 7q Unitso` //i .\ Existing cold joint 12 -1.59� Concrete Sidewalk s.: f \ Driveway Cross Slope (SEE NOTE) 2 Clear min. 7./ " 6" LSSB -2% (MAX) 8 LSSB ?' > :� � Field _ • / / ;� Bend , - _ IN •� - 4 (MIN) 6 > Leave 15" of rebar of the 3'. d tie t he �u' - �\ /' \------x -- I-- 8" min. s removed curb an 1 1 to t _ rebar of the new curb. # " --- / \ 3 0 12 O.C.B.W. ASPHALT CONNECTION TO ��. _ CONCRETE PAVEMENT - �` _!` r -� is i 2" Clear Cover 2" Lime stabilized CONNECT TO EXISTING CURB DETAIL ►� , inch = 30 fee i - ' ___ r� i ' sub -base or cement > 113 � 5- #4 x 18" 0 12" O.C. Drill andstabilized sand NTS eonnec aepnatt-conc.dey 0' >� _ _ - f 4" Grout into curb (8" min. depth) PLOTTED: 21 Oct 2002 - 4:02 pm _ FlLENAME: conect-curbAwg i7A Units (This Item shall be included in the cost of the sidewalk) 9 ' PLOTTED: 18 Sep 2003 11:50 am CONCRETE SIDEWALK NEXT TO CURB — NTS 24 24" 6" TEMPORARY (min) �_ - STAB ON CURB�� STANDARD CONCRETE RAVEYENT DETAIL J HEAVY DUTY CONCRETE RAVEMENT DETAIL NTS NTS Note: - j —A minimum depth of stabilization of 6 is recommended. —The requirements for compaction and chemical stabilization of the subgrade soils shall be in accordance with section 8.4' (Paving Subgrade and Preparation) of Geotechnical Study for Proposed Wolf Pen Creek Condominiums Development on the99 Munro Tract (CSC Project No. 106073-34) DRILL & EPDXY 13 BARS x 9" 12" O.C. 6" CONCRETE — — — — — — nLEWJAF STAB curb an ex concrete-ASRVUdn PL 1110k 18 Feb 2005 - 11:W am NTS G y �. °;.' 3� sI{' ay — T.979.260.6963 F.979.260.3564 511 UNIVERSITY DRIVE EAST SUITE 204 COLLEGE STATON. TX 77 PLAN a oEstcN clALtsrs IN CIVIL ENGINEERING • HYDRAULICS HYDROLOGY • UTLffES • STREETS SITE PLANS .SUE WISIONS www.mitche jlqNmorgan.com ���+•Eo'•+1� ...............see* I JOEL J. MITCHELL 80649 •a,G/STEPso S •ee.e• .s SKNYAL S� C O min m O > 1n > N o .m m Lj � v • Z �V)om N LLI ao i O 00 Z o - O L1J O X Z Q Q N O O d- �_ Of aLLI- � LLI i J O U rn C: 0 a� O O O W W o L O Of 17 Sheets S NPro10558-WPC_CondosThase 110558-10-Pavement-lointing.dwg, 7/1/200710:30:40 AM, 1:30 PROJECT BENCHMARK: TOP OF SANITARY SEWER MANHOLE LID LOCATED ON SOUTHSIDE OF HOLLEMAN DRIVE AND 85 FEET WEST OF WPC ICE RINK MAIN ENTRANCE. ELEVATION=278.23 • 4 �:.-, . .. t,r.+ :,,. l..±fi' :.:. i:" 7zk t.'S'* 1. "T: t+ify, ,^,� '.:F' "4 ,V 7.8.. '2j" rwy. _ +tom y %>`: -� X-4036.45, Y-4733.73 , , P � r• ,,: �` '�` �� � � �;;�, .. ,. . , .. " 3 M.J. G.V. & BOX END WITH 3 M.J. G.V. FOR CONTINUATION OF r , • �=- , ��� T , , & BOX WITH & WITH USA LL562 f's� x`*n' �� B I USA 3" FIRE LINE SEE .•. y:.., N _ F/L- 272.19 , LOCKING LID OR FOR CONTINUATION OF �c ;_`�°�„: r< k LL562 LOCKING LID SPRINKLER PLANS ` ag _ 4 - Sto. V=6+15.63, F/L= 270.80 ' e 8 45' Bend & f •„� �x F OR APPROVED EQUAL APPROVED EQUAL 3" FIRE LINE SEES W- Sta. -3, ,�1,},: +6+39. 3, Waterline.t fi .\ 3--- ---_ i;-"� ' M.J. Tee AND 3" M.J.M J CAP M.J. CAP SPRINKLER PLANS 8 x8A plDa i / '' 6:w III i't. � +1TA 3 .O \ � f • f:t wh i t.t . 2-8� M.J. Gate Valve & Box ` ` r - — - - - 2+00 1 _ 1 5+0 I 6+00 WL � � i r �r 8- ��w..... r ��.$ _- .. WL .-. -. ,. 1,3 YYL ,-.:> -. 8 WL ......:. • $�Wll _ i i. �� 8^ypL - . _. � Sta.=3+7.10 + Sta. 5+64.39 + Z = N - W Sta. 3+4.4, FL 270.96 _ _ _ O , F L= 270.72 =-- - -- Sta. 5+55.21, FL 270.48 --- --- --- F L= 270.35 �;�„ �-------------------------------;-•----- 8"x3" M.J. Tee. 8' G.V. & Box— ---- -- � r----------------------------.--------- - ---------------.--------- --- - " - � "--------} r----'---------- t--'--�---- - 8 x6 M.J. Tee w/ 8 x3 M.J. Tee, 8 G.V. & Box 8 x6 M.J. Tee w/ , 1 Q 5.60 L.F. of 3" PVC (ASTM fr r w• - + � - Std. Fire Hydrant n » » 5.60 L. F. of 3' PVC (ASTM = Std. Fire Hydrant Y / D2241, SDR-21) Waterline �' Assembly I 3 I Z Y 3_' D2241, SDR-22) Waterline. Assembly I I O 8 WATERLINE B �- 0 i- Z, . I . �-+ = -- = 8 PVC DR 14 AWWA C 909 8 WA TERLINE B FOR CONTINUATION OF p / - J� �� 3" FIRE LINE SEE / / p " PVC (DR 14 — AWWA C-909 USE BRYAN COLLEGE STATION STANDARD _------__ ¢ ' I SPRINKLER PLANS / y " ' WATER DETAIL EMBEDMENT - __-_-- _ WATERLINE A I - `-' L--� ) ' USE BRYAN / COLLEGE STATION STANDARD s ----------� ----- -------- ' I Z O' 1 - WATER DETAIL EMBEDMENT ----- '_ I I - - ------------- i _ i ------ ' ------------ I CO U r -r-- L_-_-- w tl. / 20 PUBLIC I Sta.=3+49.26, F/L= 270.21 , --- s am UTILITY = Sta.=2+22.13. Waterline C ss _ { m ----- , )------------------ EASEMENT - " , , 8 x6' M.J. Tee - --' _---- s-s I w END WITH 3 M.J. G.V. (n & BOX WITH USA a 1-8' Gate Valve &Box - i� ; ,.__ Sta. =1 +19.87, F/L= 273.26 / /x;;1-6" Gate Valve &Box �- : --- ----- - - - - - - - I I ` • LL562 LOCKING LID - 4• - -- - - -___- { / 8 x3 M.J. Tee, 8 G.V. & Box, / ,: / - / : / � �::. � ' OR APPROVED EQUAL =_a t f PVC TM ?- A 5.60 L F. 0 3 AS y- AND M. . ( ,r F� 3" M.J. CAP � �- D22 41 SDR-21 Waterline / / 7,-477 �tr � 15'` PUBLIC.` / - UTILITY 3 r' EASEMENT - _ S _ 4-1 IN .\•'.,' // r _ ••-..._ -. / ' mac` v. �9 .y•fj • 1 / - ----------- A • _ I / 1 I / WATERLIN A 4-1 Sta.w-D+2,.68, h WA1LrRLINE C / --PILIFIIJL%01�'- 1-8 M.J. Gate // a /� /� / ,/ i / / Valve & Box / k5 i Sta.=0+00.00. r � / / / F/L- 275.23 / >/ , �'�����.,, ���• .> .: ,� ' / � ! ,� , , ^ a' ;r,,, . ,. ,} ; f � / / 8 M.J. Cap w/ / 2' blowoff. x / IF ADJACENT DEVELOPMENT HAS CONSTRUCTED THEIR WATERLINE TO THIS POINT CONTRACTOR SHALL CONNECT 0 Q » THAT LINE IN LIEU OF CONSTRUCTING THE BLOWOFF. 8 WATERLINE B I 284 I—F - - - --- - - - - 282 ------------------ _ 280 i— - - - - --�.t 2" BLOWOFF 278 GATE VALVE & BOX 27s I -- 274 272 I i 270 �- - I 1.s58� PROPOSED FIRE HYDRANT / / � I / GATE VALVE & BOX 268- X O C ca C C C C w C m J 00 J J O J C N U N .0 N N •V N •U •V _I a z > C) W �, II 76 J U)J V)J (n J Cn I II (n t0 v C J (n LL- a� 4) 266 - dn - t N N a't -- a t0 CL CL (C!00 0a tD U cD toN U U 0 m Ua + Y + Y + Y Y + n [] Li + Y N O m O N + O tU a� N N N a) II J -0 t II 0- II II CL II Q. II II II a F- 1\i = N I v_ o -�� o v o- L� N �\ o: 264 - \ - -- — � V) N - V N o - ; V --- 00 3 OD ^ % �� 0 t0 '" H O + O N + + + o 0 2 v o 1 2 �I ti L) it tD Ln Co U) V) 11) Cn 00 0+00 0+50 1+00 8" PVC (DR 14 - AWWA C-909) USE BRYA! / COLLEGE STATION STANDARD WATER DETAIL EMBEDMENT I I 650.00' I j OF STRUCTURAL BACKFILLI i PROPOSED �/"� 1 -- FIRE HYDRANTVj - - - - -- - -- - -- -- W `�►' — — — —IAf (STING GRADE / FINISHED GRADE I � , i - -- _ I I / VALVE GATE & BOX VALVE �1 &Box I DEC 1 4 2 01 1 I 1 � - 1 1 -4 1 I Deflect Water Line I 20' VERTICAL CURVE G1=-1.189%,G2=0.8715% Rb=968.76 Rb Minimum=400 Low Pt. Stu. 4+35.73-j-- - Low Pt. Elev.=269.26 I C I 00 to N r N 11 J N N C J N U (n Q- D 0) (D C to J N t\ N II J (n CX U C N (n C O J N U N II J (n 0- o U CD C 00 J a) r U N II J N i0 a N ro C (D J N r U N II J (n W Q_ N O C d J N U N II J N Q_ U C J N t\ U N II J (n N -- to t- O J O N U N II J cn W n -- - ,� a - c p CO' to 0 1 T C C 0 ,, C N 00 C O N ^ U N II \J (n tL 0 0 -__ 0 LO C O N U N II \J La0 o - 1----- I N N C O N U N II \ Li op M - - -�=- - O) 00 0 O N Z II N \dJ ILL- CL -Q O U (U J (D c0 U N q o \L� ch v - - I - N J (D U N II \^W Li 0 CL oQ)O — N mN o o 00 o 00 Oo r 0 tU D Y U U O Y Y + + K) r (0Y � t0 � IT- Y Cfl to Y O � Y r 0) Y Y 3 + N + �-- N N N I N N + N y + N N + N N + N O j fr- j N -6 + r) C) + K) N N O �+ X x r7 a) to Q. T M m a� N cn II i a t- II a f II II a II CL II CL II Q_ II a II CL O N 0 O N N II n. �. II >, II 3 o o m m II nCL II f- p• II• v cn n � 0pCn O O V) n O n O C �_ 60 p F V) F O _ n7 J a 00 V) - cn Fa + to V) •- UM` cD -- - O) O N _ N O00 1111 O) + o6 e'ct I 00 +m C + ?N +? N +N''?ov W 4) N + N tri s U) N X ; (� 00 cD J 41 cn t ao I n IIaCn )ao (- u- 1+50 2+00 2+50 3+00 3+50 4+00 C 00 c 0) N m Zi 0) N•� 0) J in J In I U I U Y + Y + CL v cn�L o �'- 4+50 PF FIRE ------------ CVLLC-G `wS Ai ION O N U) C C (D J J O cD U � O) m N •U Z (O N •U Z J U) p In m aL a a a U IN U + Y + Y II � II Ha v ti !U) N .- 5+00 GATE VALVE & BOX GATE VALVE & BOX 0.87596 l 0 w I w m v Q) w N 00 C to c ^ 'Z N C 01 C to C N C C))C:0) J J I C J 117 J F� J 0) J O J cD � � � N I C vmi o^ U or U ! O U o tl N ci Q NNN N N + N I II v II N II II II m c0 J cn J N +. C J VI J In J U) J U) J in r7 Q. t0 a x N = O CL- N Q. 1n a Co 0. V) r) v •d- o O p M O � o cD 0 ,� v 0 X00 o p+ o N C) M NU U Q U 00 y O 6 U U ,1I C141 + Y + `+ + O 04 YCL Z'� � ) QO N t LO a) tD y N 6 (D cD J II T II T N �v N II CL II CL II 0- v II aT II a U p L) II -! F- F F- II J 3 y > e Q - - N M M m -. - 0) -- - O O-1 16 ~ 4O 4 ~ I to � F^ C� O . . - CV X N X 00 tj X(0 a ti II i) 00 Ui N 00 V) II 00 N LJi 5+50 6+00 61 NIS , F! MORGAN M, T.979.260.6963 F.979.260.3564 511 UNIVERSITY DRIVE EAST SUITE 204 OLLEGE STATION, TX 77840 PLAN & DESIGN SPECIALISTS IN CIVIL ENGINEERING • HYDRAULICS HYDROLOGY • UTILIFnES *STREETS SITE PLANS : SUBDIVISIONS www.mitchellandmorgan.com -='(E OF 7F' I1111 i....... i VERONICA J:B MORGAN .... : r- ,�...., 77689 :' f .0 •.• GlSTE ,.• �X L O m > m m I, � T W m m m v C C Y W O N N L L O Z U) LLJ N 00 00 O Q Z Li 00 O 1- O ^ w O U) Q O X Z m Q Q (n O LLJ w > w J F O U Z O N O N c I I W Q � � � � I 2 I Z c o v U Q) Iz Q- w o Z O � O � O J � W J w w Aj w I , O O W o Q � � Q O 0 O Of 17 Sheets -J sAProj\0558-WPC_Condos�Phase IW558-06-Waterline P&P.dwg, 11/30/2007 10:28:43 AM, 1:20 PROJECT BENCHMARK: TOP OF SANITARY SEWER MANHOLE LID LOCATED ON SOUTHSIDE OF HOLLEMAN DRIVE AND 85 FEET WEST OF WPC ICE RINK MAIN ENTRANCE. ELEVATION=278.23, X=4036.45, Y=4733.73 GENERAL REQUIREMENTS OSHA STANDARD 29 CFR PART 1926, SUBPART P shall be used for design of trench safety requirements. Should there be any conflict between this drawing and CFR 1926, SUBPART P, the OSHA Standard shall prevail. Protection of employees in excavations against cave-ins and against falling rock, soil or material by use of an 'adequate system. An exception being when the excavation is in stable rock or when the excavation is less than 5 feet deep and examination by a competent person provides no evidence that a cave-in should be expected. Protection from falling rock, soil or material includes scaling to remove loose rock or soil, installation of protective barricades and other "equivalent protection." Material or equipment which might fall or roll into an excavation must be kept at least two feet from the edge of excavations, or have retaining devices, or be prevented from falling with a combination of both precautions. Daily inspections of excavations, adjacent areas, and protective systems by a competent person and the removal of exposed employees if evidence of possible cave-ins, failure of protective systems, hazardous atmospheres, or other hazardous conditions until necessary precautions have been taken. A "competent person" should remain at the worksite continually while employees are within an open excavation where protective systems are being used. Removal of or neutralization of surface encumbrances which may create a hazard. Estimate location of underground installations (sewer, telephone, electrical, fuel and other lines; storage tanks, etc.) prior to digging; pinpoint actual locations as estimated locations are approached. Ramps, runways, ladders or stairs as means of access/egress must be within 25 feet of an employee work area if a trench is four feet or more deep. Warning systems for mobile equipment including barricades, hand or mechanical signals, or stop logs. Testingand Controls for hazardous atmosphere osphere including emergency rescue equipment and dailyinspe ctions for pote ntially hazardous conditions by a "competent person.' Controls include individually attended lifelines during descent into bell-bottom pier holes or similar excavations. Support systems such as shoring, bracing, or underpinning to ensure the stability of adjacent structures such as buildings, walls or sidewalks. SOIL CLASSIFICATION as per Appendix A to Subpart P, OSHA 29 CM Part 1926 TYPE A Type A means cohesive soils with an unconfined compressive strength of 1.5 tsf (144kPa) or greater. Examples of cohesive soils are: clay, silty clay, sandy clay, clay loam and in some cases, silty clay loam and sandy clay loam. Cemented soils such as caliche and hardpan are also considered Type A. However, no soil is Type A if: 1) The soil is fissured; or 2) The soil is subject to vibration from heavy traffic, pile driving, or similiar effects; or 3) The soil has been previously disturbed; or 4) The soil is part of a sloped, layered system where the layers dip into the excavation on a slope of four horizontal to one vertical (4H:1V) or greater, or 5) The material is subject to other factors that would require it to be classified as a less stable material. TYPE B 1) Cohesive soil with an unconfined compress- ive strength greater than 0.5 tsf (48 kPa); or 2) Granular cohesionless soils including: angular gravel (similar to crushed rock), silt, silty loam, sandy loam and in some cases, silty clay loam and sandy clay loam. 3) Previously disturbed soils except those which would otherwise be classed as Type C soil. 4) Soil that meets the unconfined compressive strength or cementation requirements for Type A, but is fissured or subject to vibration; or 5) Dry rock that is not stable; or 6) Material that is part of a sloped, layered system where the layers dip into the excavation on a slope less steep than four horizontal to one vertical (4H:1V), but only if the material would otherwise be classified as Type B. TYPE C 1) Cohesive soil with on unconfined compressive strength of 0.5 tsf (48kPa) or less; or 2) Granular soils including gravel, sand and loamy sand; or 3) Submerged soil or soil from which water is freely seeping; or 4) Submerged rock that is not stable; or 5) Material in a sloped, layered system where the layers dip into the excavation on a slope of four horizontal to one vertical (4H:1V) or steeper. REQUIREMENT FOR PROTECTIVE SYSTEMS SUPPORT SHIELD AND OTHER PROTECTNE SYSTEMS (FOUR OPTIONS) SLOPING AND BENCHING SYSTEMS (FOUR OPTIONS) 1) Designs for timber shoring in trenches set in accordance 1) A slope of 34 degrees or less, in lieu of soil with the conditions and requirements determined by using classification. A slope of this gradation or less is considered Appendices A and C (timber shoring for trenches) of 29 CFR, Part safe for any type of soil. 1926, Subpart P. For aluminum hydraulic shoring, Appendices 2) Maximum allowable slopes and allowable configurations A and D of 29 CFR, Part 1926, Subpart P, can be used if for sloping and benching systems will be determined through use manufacturerstabulated data is not available. of Appendices A (Soil classification) and B (Sloping and 2) Designs of support systems, shield systems or other protective Benching) of 29CFR Part 1926, Subpart P. systems using manufacturers' tabulated data may be used, deviation 3) Designs of sloping or benching shall be selected from, allowed only with specific, written approval of the manufacturer. and be in accordance with, data provided in written form. The text 3) Designs of support systems, shield systems or other protective to identify Criteria that affect the selection, the limits of systems using other tabulated data may be used provided the data is use of the data, and sufficient explanatory data as necessary to in writing and includes: Explanatory information to aid the user assist in making a correct choice of a protective system. in making a selection, the criteria determining the selection, and At least one copy of the tabulated data identifying the the limits on the use of the data. At least one copy of the Registered Professional Engineer who approved the information information, including the identity of the RPE, is to be kept at the shall be maintained at the jobsite during the time the work is worksite during construction of the protective system. being corned out 4) Excavations be designed by a Registered Professional 4) Design systems not using any of the three previously cited options can must be approved by a Registered Professional Engineer, shall be in Engineer, put in written form and kept at the worksite, but must writing and include the identity of the RPE and details such as sizes, include, at least, the magnitude and configuration of the slopes types and configurations of the materials to be used. At least one determined to be safe for the project and the name of the RPE who copy of the plan is to be at the job site during construction. approved the plan. According to the new standard, information necessary for the safe installation, placement, use and removal of any trench support system must be available at the work site at all times. TABLE OF MAXIMUM ALLOWABLE SLOPES MAXIMUM ALLOWABLE SLOPES (H:V) SOIL OR ROCK TYPE FOR EXCAVATIONS LESS THAN 20 FEET DEEP STABLE ROCK VERTICAL (90 deg) TYPE A 3/4 : 1 (53 deg) TYPE B 1:1 (45 deg) TYPE C 1 1/2 : 1 (34 deg) NOTES: 1. Numbers shown in parentheses next to maximum allowable slopes are angles expressed in degrees from the horizontal. Angles have been rounded off. 2. A short-term maximum allowable slope of 1/2HAV (63 deg.) is allowed in excavations in Type A soil that are 12 feet (3.67m) or less in depth. Short-term maximum allowable slopes for excavations greater than 12 feet (3.67m) in depth shall be 3/4H:1V (53 deg.). 3. Sloping or benching for excavations greater than 20 feet deep shall be designed by a Registered Professional Engineer. 4. For acceptable slope and benching configurations, see figure B-1 in OSHA Standard 29 CFR Part 1926, Subpart'P. TIMBER TRENCH SHORING - MINIMUM TIMBER REQUIREMENTS Mixed oak or equiv. w/bending strength not less than 850 psi Douglas fir or equiv. w/bending strength not less than 1500 psi SIZE ACTUAL AND SPACING OF MEMBERS *• Depth of Cross Braces Wales Uri hts Trench feet Horizontal Spacing Feet Width of Trench Fee Vert Pacing Feet Size In Vert• pacin Feet Maximum spa a horizontal feet Up to Up t p t Up t 2 p o UpTo6 4 x 4 4 x 4 x 6 x 6 6 x 6 4 Not 2 x 6 5 UP To 8 4x44x 4 x 66 x 66x 6 4 R o'd 2 x 8 Up to 10 Up TO104x64x6 x 6x66x6 4 8x 4 2 x 6 Up To 12 4 x 6 4 x 6 6 x 6x66x6 4 8x 4 2 x 6 UpTo6 4 x 4 x4 x 6x66x6 4 Rid 3 x 8 10 UpTo8 4 x 6 x6 x 6 6 x 6 6 x 6 4 8x 4 2 x 6 Up to 15 U To 10 P 6x66x56x 6 x 8 6 x 8 4 8x1 4 2 x 6 Up To 12 6 x 6 x 6 x 6 x 86 x 8 4 1ox10 4 3 x 8 UpTo6 6 x 6 6 x 6 x 6 6 x 8 6 x 8 4 6 x 8 4 3 x 6 15 Up to Up To 6x66x6 x6 x 8 6 x 8 4 8 x 8 4 3 x 6 20 Up TO 10 8x88x8 x 8x 8x1 4 8x1 4 3x6 Up To12 8x88x8 x 8x8 xt 4 10x10 4 3 x 6 Over 2 �e (1) SIZE ACTUAL AND SPACING OF MEMBERS Depth of Cross Braces Wales Uri hts Trench (feet)(F) Horizontal spacing Width of Trench (Feet) Vert. (Feet) sae In Ver{ PF� axlmum �w a e onzon a feel Up to Up la Up Up to Up to 15 UpTo6 4 x 6 4 x 65 x66x66x6 5 6x8 5 2 x 6 5 UpTo8 6 x 6 6 x 66 x 6 6 x 8 6 x 8 5 8x10 5 2 x 6 Up to 10 Up To 10 6x 66x66x 1516x 8 6 x 8. 5 10x1 5 2 x 6 See Note 1 UpTo6 6 x 6 6 x 6 x 6 6 x 8 6 x 8 5 8x8 5 2 x 6 10 UPTo8 6 x 8 6 x 8 6 x 6 8 x 8 8 x 8 5 0x10 5 2 x 6 Up to 15 Up To 10 8 x 8 8 x 8 x 8 8x8800 5 0x1 5 2 x 6 See Note 1 UpTo6 6 x 8 6 x 8 6 x 8 8 x 8 8 x 8 5 8 x 10 5 3 x 6 15 Up to UpTo8 8 x 8 0 x 8 8 x E 8x 88 x 1( 5 10 x 12 5 3 x 6 20 Up To 10 800 WO 8x10 8x10 IWO 5 2 x 12 5 1 3 x 6 See Note 1 Over 2C See Note (1) SIZE (ACTUAL) AND SPACING of MEI RS « Depth of Cross Braces Wales Uprights Trench feet Horizontal pacingof Feet Vrdth Trench (Feet) Vert. Ong Font Sae In Vert. `>P�n9 Feet Maximum allowable horizontal feet See Note 2 Up to Up to Up t Up to Up to Close UpTo6 6 x 8 6 x 8 x88x88x8 5 8x1 5 2 x 6 5 UpTo8 0 x 8 8 x 88 x 88x8 x H 5 10 x 1j 5 2 x 6 Up to 10 Up To 10 8x10 8x10 8x10 8x10 iox10 5 12 x 12 5 2 x 6 See Note 1 UpTo6 8 x 8 8 x 8 8 x88x88x10 5 10x1 5 2 x 6 10 Up To 8 800 8x10 ex10 8x10 10x10 5 12 x 1 5 2 x 6 Up to 15 See Note 1 See Note 1 Up To 6 B x 10 Boa 8x10 8x10 10xio 5 12 x 12 5 3 x 6 1 to Up See Note 1 20 See Note 1 See Note 1 0.20 See Note (1) Soil Type A Pa=25xH+72 psf (2 ft Surcharge) Soil Type B Pa=45xH+72 psf (2 ft Surcharge) Soil Type C Pa=80xH+72 psf (2 ft Surcharge) SIZE ACTUAL AND SPACING OF MEMBERS *' Depth Of Cross Braces Wales Uri hts Trench feet Horizontal Spacing (Feet) Width of Trench Feel Very pacin Feet Sze In Vert pacin Feet Maximum allowable horizontal feet Up to 4 Up to Up t Up to Up to UpTo6 1 x4 4 x4 4 x 4 4 x 4 4 x6 4 Not Rid 4 x 6 5 UpTo8 4 x 4 4 x4 x 4 4 x 6 4 x 6 4 Rid RZd 4 x 8 Up to 10 Up To104x6 4 x 6 4 x f 6x 6 6 x 6 4 8x 6 4 4 x 6 Up To 12 4 x6 t x6 x 6 6 x 6 6 x 6 4 8x 8 4 4 x 6 UpTo6 4 x 4 4 x x 6 x 6 6 x 6 4 Rid Rid 4x10 10 UpTo8 4 x 6 4 x 6 4 x f 6 x 6 6 x 6 4 6 x 8 4 4 x 6 Up to 15 Up To 10 6x66x66x 0 6 x 616 x 61 4 8 x 8 4 4 x 6 Up To 12 6 x 6 6 x6 6 x 6 6 x 6 6 x 6 4 8x10 4 4 x 6 4x10 UpTo6 6 x 6 6 x 6 6 x f 6 x 6 6 x 6 4 6x8 4 3x 1 Up UpTo8 6x66x6 x 6 x 6 6 x 6 4 8 x 8 4 3x 4x12 to 20 Up To 6x66x66x 6x 6 x 8 4 8x10 4 3 x 6 Up To12 6x66x6 x 6x86x8 4 8x12 4 3x64x12 Over 2 Note (1) SIZE KRIM) AND S IAM OF tELBM « Depth of Cross Braces Wales Uprights Trench feet Horizontal Spacing (Feet) Width of Trench (Feet) Vert Spacing Feet Sze In Vert SpacingU12to Feet Maximum allloowcable horizontal ing feet Up to US to Up p Up to pose UpTo6 4 x 6 4 x 6 4 x e 6x 0 6 x 6 5 6 x 8 5 3x12 4x12 5 UpTo8 4 x 6 4 x 6 5 x 6 6 x 6 6 x 6 5 8 x 8 5 3 x 8 4 x 8 Up to 10 Up To 4x64x6 x66x66x8 5 8x10 5 4 x 8 see Note 1 UpTo6 6 x 6 6 x 6 6 x 16x86x8 5 8 x 8 5 3 x 6 4x10 UpTo8 6 x 8 6 x 8 6 x 8x 8 x 8 5 0x1 5 3 x 6 4x10 Upp to 15 Up To10 6 x 8 6 x 8 8 x 1 8x 8 8 x 8 5 IDxt 5 3x64x10 See Note 1 UpTo6 6 x 8 6 x 8 i x 8 6 x 8 8 x 8 5 8 x 10 5 14x6 15 UpTo8 6 x 8 6 x 8 i x 8 8 x 8 8 x 8 5 10 x 12 5 4 x 61 Up to 20 Up To 10 8 x 8 8 x 8 3 x 8 8 x 8 8 x 8 5 12x1 5 4 x 6 See Note Over 2C See Note (1) SIZE ACTUAL AND SPACING OF MEMBERS *; Depth Of Cross Braces Wales Uprights Trench feet Horizontal Spocing (Feet) Vxb of Trench (Feet) I Vert feet Sae In Vey Feet maximum a owa a onzon a feet 6 9 ppSpacing U12 Up to 1.9 UpTo6 6 x 6 6 x 6 x 6 x 6 8 x 8 5 8 x 8 5 3 x 6 5 UPTo8 6 x 6 6 x 66 x68x 8 8 x 8 5 10x10 5 3 x 6 Up to 10 Up To 10 6 x 6 6 x 68x 18x 88x8 5 1002 5 3x6 See Note 1 UpTo6 6 x 8 6 x 8 6 x 1 8 x 8 8 x 8 5 l0x10 5 4 x 6 10 UpTo8 8 x 8 8 x 8 8 x 18x88x8 5 1202 5 4 x 6 Up 15 to See Note t See Note 1 Up To 6 8 x 8 8 x 8 8 x E 8x10 8x10 5 1002 5 4 x 6 U5 See Note 1 to 20 See Note t See Note 1 Over 20 See Note (1) TRENCH SAFETY NOMENCLATURE GENERAL NOTES FOR TIMBER TRENCH SHORING TABLES: (1) Member sizes at spacings other than Indicated are to be determined as specified in €1 1926.652(c), " Design of Protective Systems." 2 When conditions are saturated or submerged, use Tight Sheeting. Tight Sheeting refers to the use of specially -edged timber planks (e.g., tongue and groove) at least three Inches thick, steel sheet piling, or similar construction that when driven or placed in position provide a tight wall to resist the lateral pressure of water and to prevent the loss of backfill material. Close Sheeting refers to the placement of planks side -by -side allowing as little space as possible between them. (3) All spacing indicated is measured center to center. (4) Wales to be installed with greater dimension horizontal. (5) If the vertical distance from the the center of the lowest crossbrace to the bottom of the trench exceeds two and one-half feet, uprights shall be firmly embedded or a mudsill shall be used. Where uprights are embedded, the vertical distance from the center of the lowest crossbrace to the bottom of the trench shall not exceed 36 inches. When mudsills are used, the vertical distance shall not exceed 42 inches. Mudsills are wales that are installed at the toe of the trench side. (6) Trench jacks may be used in lieu of or in combination with timber crossbraces. (7) Placement of crossbraces. When the vertical spacing of crossbraces is four feet, place the top crossbrace no more than two feet below the top of the trench. When the vertical spacing of crossbraces is five feet, place the top crossbrace no more than 2.5 feet below the top of the trench. Piles Ig Maximum Depth Chart Using Typical Dater and Sewer Trench Detail i enn eieFnil iFie. etinnFi Sewer Line Water Line Spec. D3034 D2241 9905 C900 SDR 26 1 26 25 14 Class nc 1 160 1 165 200 Size Maximum De th of Bur feet 4" 81.3 76.3 na 219.3 6" 54.5 51.5 na 152.5 8" 40.7 39.7 na 116.7 10" 33.5 32.8 na 95.8 12" 28.5 28 na 81 14" na 25.7 24.7 na 15" 23.3 na na na 16" na na 21.8 na 18" na 20.5 19.9 na 20" na na 18.2 na 24" na na 15.9 na Depth of Bury in feet is measured to the Flowline of the pipe. na = Not Available nc = no pressure class J�� t PIK d 9 (Mlt+) OF p I 24 � Zl1NE ON 0 UI f At UN � Of COMPACTION IN FINAL BACKFILL ZONE COMPACTION OF ALL FILL SHALL BE AT A MOISTURE CONTENT EQUAL TO OPTIMUM AND UP TO A MAX. 4% ABOVE OPTIMUM. EACH LIFT SHALL NOT EXCEED 6" COMPACTED THICKNESS. COMPACTION IN INRIAL BACKFILL ZONE USE HAND TAMPERS OR IMPACT TAMPERS TO ACHIEVE DENSITY. MAINTAIN MOISTURE CONTENT NEAR OPTIMUM TO MINIMIZE COMPACTIVE EFFORT. AVOID CONTACT WITH PIPE AND MAINTAIN A MINIMUM OF 6" OVER PIPE CROWN WHEN USING SMALL MECHANICAL COMPACTORS. INSTALL AND COMPACT IN 6" MAX LAYERS. WORK IN HAUNCH ZONE AROUND PIPE BY HAND TO PROVIDE UNIFORM SUPPORT. UTILITY CROSSING DETAIL NOTE: IF C". DISr. IS LESS THAN 2' THE ENTIRE LINE MUST BE CONSTRUCTED OF CL 350 DIP (MANHOLE TO MANHOLE) NON-STRUCTURAL STRUCTURAL AREAS AREAS EXCAVATED 1REMM w®n1 Topsoil-6" Max -•DEATH -4 _ ..F: • _ - y' : DETECTOR- TAPE N ..... ...__ ... CEMENT STABILIZED SAND BACKFILL/BEDDING SPECIFICATIONS: DESCRIPTION: This item shall govern the mixing and placement of cement stabilized sand as a trench backfill material or bedding material. Placement shall be in conformity with the typical sections shown on the Plans or as described in the Special Provisions. MATERIALS: A. SAND- Clean durable sand meeting grading requirements for fine aggregates of ASTM C33, and the following requirements: 1. Classified as SW, SP or SM by the United Soil Classification System of ASTM D2487. 2. Deleterious materials: (a) Clay lumps, ASTM C142; less than 0.5 percent. (b) Lightweight pieces, ASTM C123; less than 5.0 percent (c) Organic impurities, ASTM C40; color no darker than the standard color. (d) Plasticity index of 4 or less when tested in accordance with ASTM D4318. B. CEMENT- Type I Portland Cement conforming to ASTM C150. C. WATER- Potable water, free of oils, acids, alkalies, organic matter or other deleterious substances, meeting requirements of ASTM C94. REQUIREMENTS FOR DESIGN: Design sand -cement mixture to produce a minimum unconfined compressive strength of 50 pounds per square inch in 48 hours and 100 pounds per square inch in 7 days. All compaction shall be to 95% in accordance with ASTM D558. All curing shall be in accordance with ASTM D1632 and tested in accordance with ASTM D1633. Mix shall contain a minimum of 1-1/2 sacks of cement per cubic yard for general purposes. Mix for use a; sanitary sewer embedment within 9 feet of waterlines shall contain 2 sacks of cement per cubic yard. All mixes shall have a moisture content between 0% to 2% above optimum MIXING: A. Thoroughly mix sand, cement and water according to the mix design using a pugmill-type mixer. The plant shall be equipped with automatic weight controls to ensure correct mix proportions. B. Stamp batch ticket at plant with time of loading directly after mixing. Material not placed and compacted within 4 hours after mixing shall be rejected. PLACING CEMENT STABIUZED SAND: l A. Place cement stabilized sand mixture in 8-inch lifts and compact to 95% of ASTM D558, unless otherwise specified. The moisture content during compaction shall be between 0% to 2% above optimum. Perform and complete compaction of cement stabilized sand mixture within 4 hours after mixing at the plant. B. Do not place or compact cement stabilized sand mixture in standing or free water. FIELD QUALITY CONTROL - A. The cement content will be checked on samples obtained in the field whenever there are apparent changes in the mix properties. B. Mixing plant inspections will be performed periodically. Material samples will ba obtained and tested if there is evidence of change in material characteristic. C. Random samples of delivered product will be ken I p p a In the fled at point of delivery for each day of placement in a work area. Specimens will be prepared in accordance with ASTM D1632 and tested for 48-hour compressive strength in accordance with ASTM D1633. MEASUREMENT AND PAYMENT. No direct payment will be made for cement stabilized sand under this item. Payment for cement stabilized sand should be included in the unit price for the applicable utility or structure installation. INSTALL AND COMPACT IN 6" MAX LAYERS. WORK IN 4" BEDDING ©OR OD LEVEL FINAL GRADE BY HAND. (MIN) SEE NOTE 1 e' MN (M Ir MAX WHERE THE TRENCH BOTTOM IS UNSTABLE, EXCAVATE TO A DEPTH AS REQUIRED BY THE ENGINEER AND REPLACE WITH A FOUNDATION OF TYPE "D" MATERIAL PLACE AND COMPACT TO ACHIEVE 85% MOD. PROCTOR DENSITY. THIS ITEM SHALL CONSTITUTE "EXTRA WORK" AND SHALL BE PAID FOR AS EXCAVATION. *TYPICAL WATER AND SEWER TRENCH DETAIL FOR PVC. DIP, CMP• AND TYPE K COPPER TRENCH AND EMBEDMENT TO BE SUBSIDIARY TO MAIN AND SERVICE LINE BID ITEMS. * TRENCH AND EMBEDMENT DETAIL TO BE USED ON PRIVATE UTILITIES ONLY. BACKFILL MATERIAL LEGEND OF CLASS OF MATERIAL COMPACTION REQUIREMENTS MLASS ATERIAL PER ASTM D2321-89 STRUCTURAL NON-STRUCTURAL 95% MAX. PER 85% MAX. PER QA IV A OR IV B ASTM DI557 ® ASTM DI557 0TO4%WET OF 0TO4%WET OF OPT. MOISTURE OPT. MOISTURE 95% MAX. PER 85% MAX. PER © II, III, OR © ASTM DI557 ® ASTM DI557 0TO4%WET OF 0TO4%WET OF OPT. MOISTURE OPT. MOISTURE © CEMENT STABILIZED SAND 95% ASTM MAX. PER D558 ® 95% ASTM MAX. PER D558 (SEE SPECIFICATION THIS SHEET) OPT. MOISTUREOF OPT. MOISTUREOF 95% MAX. PER 85% MAX. PER DD 1A OR 1B ASTM DI557 ® ASTM DI557 0TO4%WET OF 0TO4%WET OF OPT. MOISTURE OPT. MOISTURE TESTING ONE TEST PER 200' OF REQUIREMENTS TRENCH PER 2' FILL NON-STRUCTURAL STRUCTURAL AREAS AREAS FINISHED GRADE -=�' ..o. .....:....:....: 1 t, •• ----- J� :-:.:. BEDDING MATERIAL-� TO EXTEND 6" BELOW BOTTOM OF PIPE I t8'MIN t PIPE OUTSIDE DUB �87MIN 12'MAX 12'MAX D SEE PAVEMENT SECTION FOR DEPTH. O R.C.P. PIPE PER ASTM C-76 CUII *TYPICAL RCP STORM DRAIN TRENCH DETAIL TRENCH AND EMBEDMENT TO BE SUBSIDIARY TO UNIT PRICE OF PIPE. NOTE 1: UNDER NORMAL CIRCUMSTANCES THE CONTRACTOR SHALL USE TYPE "B" MATERIAL FOR BEDDING AND IN THE HAUNCH ZONE. ONLY WITH THE PERMISSION AND AT THE DIRECTION OF THE ENGINEER SHALL THE CONTRACTOR USE TYPE "D" MATERIAL AS SHOWN. NOTE 2: BACKFILL OF STRUCTURES- WHEN STRUCURES (MANHOLES, INLETS, JUNCTION BOXES, ETC.) ARE WITHIN STRUCTURAL AREAS (AS DEFINED ON THIS SHEET) CEMENT STABILIZED SAND BACKFILL SHALL BE REQUIRED. USE CLASS III MATERIAL IN ALL OTHER AREAS. NOTE 3: DETECTOR TAPE IS NOT REQUIRED ON DIP OR CMP. ASTM D2321-89 CLASSES OF EMBEDMENT & BACKFILL MATERIALS 9L Angular, Crushed Rock, no fines Class IB: Angular, Crushed Rock and sand, well graded to minimize migration of adjacent soils. Little or no fines. Class II: Coarse Grained Soils, Clean. Native soils from the trench generally do not meet this requirement. The contractor may use native materials from the trench only after providing soils laboratory test demonstrating compliance. Class II- Coarse Grained Soils with Fines. Native soils from the trench generally do not meet this requirement. The contractor may use native materials from the trench only after providing soils laboratory test demonstrating compliance. Bank run sand generally meets this requirement Class IV A: Select Material from the Trench consisting of Fine -Grained Soils (inorganic). Inorganic clays of low to medium plasticity, gravely clays, sandy days, silty clays, lean clays. This material must have a liquid limit >50 and a Plasticity Index >7 and > "A" Line. See specification (ASTM D2321-89) for details. Class IV B: Select Material from the Trench consisting of Fine -Grained Soils (inorganic). Inorganic clays of medium to high plasticity, fat clays, inorganic silts, fine sandy or silty soils, elastic silts. Class Organic Soils. Material from the Trench which does not meet the requirements above. All rocks, lumps, and clods must be removed from this material prior to placement in the trench. This material is only appropriate for topsoil in the non-structural trench. Mono amas ;T �� till T.979.26016963 F.979.260.3564 511 UNIVERSITY DRIVE EAST SUITE 204 COLLEGE STATION, TX 77 PLAN d: DESIGN 'SPECIALISTS IN CNE ENG NEERING • HYDRAULICS HYDROLOGY • UTILRIES • STREETS SITE PLANS • SUBDNISIONS www.mEStIL4ggM2Mn.com 00 .y *.0 ;* •..•••••••••••••••1� 'Al JOEL J. MITCHELL � o.Q�•.s. AI � *foe• `S's VA A Sr, � O M? m O > ch T m w �m o 0 Z v+ 3 tYi 'jiv= 7 0 p U N (n 00 I- 00 � r; O 2 EN X LL z 00 LIJ O O X Z Q Q N a) O O LLI Off a w J J O U O .> 0) tY J �(� `'' J O WWo z oQ�E I\ W C� o W Of 17 Sheets SAProI10558-V1PC_Condos\Phase 110558-11-Embedment-Details.dwg, 07129/200705:01:06 PM, 1:1 U.U. • r-U" 6"TYP. MIN. 5'-0" � --------- -- �6" TYP. CURB LINE WHEN -0" I I EXTENSION N A 10' RECESSED INLET 6" CONCRETE 13' RADIUS I �_ _ _ _ _ _ _ _ _ A - GUTTER t - - - 6"� .13' RADIUS , '2 0 ' , 6 NORMAL FACE OF CURB 2' O" 6 24 �C WARP PAVEMENT SURFACE TO THROAT OF INLET J SEE D274 SEE D1-05 PLAN VIEW 2 DAY CONCRETE STRENGTH = 3000 psi •4 1 •4 BARS, 6" O.C.E.W. A STD. CAST IRON MANHOLE COVER ' I TOP OF CURB TOP SLAB AND FRAME II I ------------ i - --- - SECTIONA A I EXTENSION NORMAL GUTTER LINE DEPRESSED GUTTER LINE ��— 'N: INVERT SHAPING /� �6" TYP. CONCRETE FILL A •4 BARS 12" O.C.E.W. SIDE WALLS & BOTTOM SLAB ELEVATION SINGLE RECESSED CURB INLET & CURB INLET W/EXTENSION D 1-00 A Wk 28-DAY CONCRETE _ _ _ :__ STRENGTH =3000 psi �������������0���Ax A A - -- 1 1- 4- 4 BAR 28-DAY A ' MAIN A Vy1 IInnII���� DIAGONAL I 0 ' JSTRENGT FLOW I + LINE���������LJ��� B Al- O.D. 6" STD. CAST IRON MANHOLE Ull MIN. 2'-6" COVER AND FRAME IN STREETS 28-DAY .i PTA - - - SQUARE (2a" DIA) CONCRETE STRENGTH = 3000 PLAN O.D. • 6" MIN. F •4 BARS 12" O.C.E.W. 6" TOP & BOTTOM SLAB SIDE WALLS - .4 BARS 12" O.C.E.W - SIDE WALLS I 6" TOP & — BOTTOM WALLS 3" MIN. EACH SIDE �- 6" SIDE WALLS •4 BARS 6" O.C.E.W. TOP & BOTTOM SLAB 6 SECTIONA A " V� STORM SEWER JUNCTION BOX D 1-02 I •4 BARS 6" 0-1 TOP & BOTTOM SECTIONA A GRATE INLET n �OOOOOO� A O.D. • 6" MIN. T-6" SQUARE 28-DAY CONCRETE PLAN I STRENGTH = 3000 psi BARS 12" O.C.E.W. O.D. • 6" MIN. SIDE WALLS 6" TOP & BOTTOM SLAB •4 BARS 6" O.C.E.W. I� 6" SIDE WALLS TOP & BOTTOM SLAB SECTIONA A SINGLE GRATE INLET D1-01 0/4"3/16" 7/16"1r 2" �� R 21" al {E— 24" VIEW A A BETE 3000 psi (2) 3/4" DIA HOLES N FOR RE -ROD 5" (2) 3/4" CROSS SECTION MI { DISTANCE BETWEEN P TWO PIPES ' 'To 36" - 12" APAR7 •4 BARS 6" O.C.E.W. OR LARGER - 18" APART TOP & BOTTOM SLAB & SIDE WALLS w%APROPRIATE FACED" FLAT GOTITLE IC P A DON'T ITr of ORr"" POLLUTE JJ DRAINS TO A NO ASURA RIVERS LARGE MOUTH BASS LOGO z O.D. - 6" i f 6" TOP MIN. 2'-6" + VARIES f & (SEE NOTE) BOTTOM 3/4" FLAT FACED GOTHIC (2) PLACES SLAB A OON'i CITY OF COLLEGE STATION POLLUTE JJ DRAINS TO NO BASURA RIVERS A T T T T T T 6" SIDE WALLS 1/2" FLAT FACED GOTHIC SECTIONA A w/APPROPRIATE CITY TITLE D F BLE BARREL IN = T TROUT LOGO D1-0 '''fi, PLATE D1-05 D1- r 12" ❑ ❑ ❑f❑ 1 ❑ 61,4 1E ❑ ❑ ❑ �6..� 6" (TYP.) S 1 PER DIS OR BLOCK LOCA N PROVIDE RIP [SOCK (MIN. 20 LBI �li•I N����� I A SE .,ONCRETE STRENGTH=3000 DIST)NCE BET' TWOPPES OR LARGER - APART ,. 12" DISSIPATOR 0 ff" kto7 a & END WALL WITH WINGS BARS F BARS E BARS ° AR W i° BARS Vi-Vx BARS Di-Dx W H 1 BARS C BARS Di-Dx BARS Vi-Vx Bats VrV,, CONFORMS TO 2:1 SLOPE B F n I ARS S e _ ARS S14- -- -_--- N BARS A 4" fin. BARS G BARS B ARS Bi-Bx BARS G BARS 8 BARS E 6' FRO LEVATION A 12' FOOTING AS SHOWN RE REQUIRED TO MAINTAIN 4" MN - )COVER FOR PIPES. CONCRETE FOR FOOTING SHALL BE ADDED TO TOTAL OUIWTTTIES SHOWN. ^ ^ DE ELEVATION ly GENERAL NOTES: ALL EXPOSED CORNERS SHALL BE CH " 3/4". „ REINFORCING STEEL SHALL BE PL '` H THE CENTER OF THE OUTSIDE LAYER OF El N THE SURFACE OF THE CONCRETE. TOTAL OU NCLUDE ONE 20 DAMETER LAP FOR ALL 6'-O" N LENGTH. REINFORCING STEEL F X HEADWALL BARS Ai-Ax BAR" BARS Bi-B% BARS C i BARS 28 DAY CONCRETE yj+ 6•• STRENGTH = 3000 ps fl BARS V C BARS S 3 _ BARS B -CONSTRUCTION JOINT BARS Ai-Ax •4 1 PROVIDE RIP -RAP ROCK mm 20 LB. PIECES) C CONCRETE HEADWALL FOR 2 PIPES SELECT MATERIAL MATERIAL EXCAVATED FROM THE DITCH, (WHICH IS FREE OF ROCKS, LUMPS, CLODS, OR DEBRIS LARGER THAN TWO (2) INCHES IN THE LARGEST DIMENSION), COMPACTED TO A ° MINMAUM OF 90/ OF MAXIMUM DENSITY AS DETERMINED BY 2" MIN. `o-1i �:; COMPACTED CEMENT STABILIZED ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN `t. SAND, 1 1/2 SACK/CY (PUGMILL OPTIMUM TO •4% OF OPTIMUM UNDER NON-STRUCTURAL ;) ONLY). SPADE BY LIFTS INTO AREAS Ge... YARDS, PASTURES, EASEMENTS) AND TO A PIPE80.D. 't. T• = PLACE• TO FILL ALL VOIDS MINIMUM OF 987 OF MAXIMUM DENSITY AS DETERMINED (4" MIN.) i;�:r;•;c AROUND PIPE. MANUALLY r�K?. ' .'s' BY ASTM D698 (STANDARD) AT A MOISTURE CONTENT WITHIN • CONSOLIDATE AT OPTIMUM OPTIMUM TO •4/. OF OPTIMUM UNDER FUTURE STREET AREAS. I MOISTURE. J PIPE L O.D- $ PE MUST DESIGN TRENCH DETAIL THE TRENCH BOTTOM SHALL BE \ 8" MIN./12" MAX. SITE SPECIFIC FOR HOPE PIPE. GRADED SO AS TO PROVIDE UNIFORM AND CONTINUOUS SUPPORT FOR THE PIPE BARREL BETWEEN BELL HOLES. BEDDING AND TRENCH FOR REINFORCED CONCRETE PIPE D3-02 OF 0 JOEL J. MITCHELL Ie'O�i�9F8 �0649 �p This seal above indicates the applicability of the standard details to the construction drawings. Is not intended to certify the accuracy of the details con O r� con QID con z O E~ _ W a �- U 4._:^ o U CITY OF BRYAN Thy Good 11fe, Tem Style-m DRAWN BY: C. L. M. DAZE: 01-01-07 SCALE: N T S APPROVED: W. P. K. 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SIDEWALK PLACEMENT SHALL BE IN ACCORDANCE WITH B/CS UNIFIED DESIGN GUIDELINES. CROSS SLOPE 2% MIN. FINISH: LIGHT BROOM FINISH. JOINTS TO BE TOOLED 1" DEEP Q 4' INTERVALS. EXPANSION JOINTS Q 60' O.C., y CONTRACTION JOINTS @ 4' O.C. CROSS SLOPE OWEL IN AND TIE TO ANY CONCRETE STRUCTURE ADJACENT TO SIDEWALK (DRIVEWAY, INLET BOX, CURB, JUNCTION BOX, ETC.) CROSS SLOPE SIDEWALK H •3 x 12" BARS @ 12" O.C. OR "4 x 12" BARS @ 18" O.C. , 2;( to MIN. to 4% 2% MAX.. F- 4. ACTION COMPACTED SUBGRADE MATERIAL COMPACTED TO A DENSITY AT LEAST 98% OF MAXIMUM DRY DENSITY AS D INED BY PROCTOR COMPACTION TEST ASTM D698 (STANDARD)AND SHALL BE 0-41 WET OF THE OPTIMUM MOISTU E- NTENT NT CURB ..... • • �'''"" ``,� f" �, %RV y 5. A MI CLEAR PEDESTRIAN WIDTH AS DEFINED BY TAS AND ADA SHALL BE PROVIDED FOR ENTIRE LENGTH OF SIDEW - //!�. /nA �,- Ada(\V/ i ,•./nAr/�,• , a E 8' TYP. °' NOTE: a SEAL WITH EXPAN It' JOINT MATERIAL SMOOTH DOWEL BAR T THIS DOES NOT TAKE IN OUNT DRAIN REQUIREMENTS - BERMS MA EQUIRE OUTSIDE OF THE SIDEWALK. 1/4" R 1/2" 0 X 18". 12" O.C. 3/4" (COATED W/HEAVY GREASE) 4'-0" MIN. 4' 0' VARIES-? w o: pro r _ rty deWalk SEE NOTE 4 '- ' NON -EXTRUDING FILLER " 3" LONG METAL OR PLASTIC CAP, INSID �_ METER TO BE "3 BARS @ 12" E.W. OR\-28-DAY CONCRETE 1 %I6" GREATER THAN DIAMETER OF DOWEL .CAP MUST BE 14 BARS @ STRENGTH = 3000W E.. si C.p f " Sfr 4. LONG ENOUGH TO COVER 2" OF DOWEL VIE STOP SO (4" THICK MIN.) SEE FINISH NOTE �93 R TAS END OF CAP IS 1" FROM END OF BAR. SIDEWALK EXPANSION � ONCRETE SIDEWALK & CONSTRUCTION JOINT 1 `f SIDEWALK SLOPE REQUIREMENTS sw1- 3'-0" MIN. S' 0"VARIES� 4"x4"x3/16" STRUCTURAL STEEL TUBING 2% MAX. C. MAXIMU O.C. MAXIM 2" O.0 SEE NOTE 4 ARS a 12" O.C.E.W. OR 28-DAY CONCRETE 50" y ARS @ 18" O.C.E.W. STRENGTH = 3000 psi (4" THICK MIN.) SEE FINISH NOTE 6` O.C. 5'., CRETE SIDEWALK � x 2"x3/16" STRUCTURAL STEEL TUBING �' 4"x4"x3/16" STRUCTURAL STEEL TUBING-t"x1"x3/1 TURAL STEEL TUBING SEE CONNECTION 6, I/2" DIA. BOLT QED OR FORMED, 1/8" TO 3/16" WITH EXPANSION 6'-0" VARIES-� PEDESTRIAN JOINT MATERIAL, MIN. " 3/8" R ' E- 2'/. MAX. GUARDRAIL CONNECT ', L S _ SEE NOTE 4 SEE NOTE 3 GENERAL NOTES: •3 BARS 0 12" O.C.E. I.OR 28-0 CRETE STRENG ON000 psi SIDECONTRACTION JOINT W 14 BARS @ 18" O.C.E.W. (4" THI IN.)SEE ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED BY CONSTRUCTION FINIS TE SHALL BE ADEQUATELY BLOCK SODDED OR HYDROMULCHED AND WATERED UNTIL GROWTH IS ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS IS PRESENT, BLOCK SOD WILL BE REQUIRED. BARED AREAS SHALL BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF LAST DISTURBANCE. 6' CONCRETE SIDEWALK APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND THEN REMOVED BY CONTRACTOR. CONCRETE SIDEWALK ALL EROSION CO CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER EVERY RAIN. OL SWl- .-.m- • CE FINISH SHALL COMPLY WITH TAS REQUIREMENTS: F +: IDTH AND DEPTH OF CURB RAMPS SHALL HAVE A LIG FLECTIVE VALUE AND TEXTURE THAT SIGNIFICANTLY CONT `' WITH THAT OF ADJOINING PEDESTRIAN ROUTES. WARNIN FACE SHALL BE DARK RED IN COLOR. W SIDES ALK ++DIAGONAL CURB S WITH FLARED SIDES II SHALL HAVE Al L A 24" LONG SEGMENT I ) OF STRAIGHT CURB `.-• TED ON EACH SIDE OF THE CURB RAMP WITHIN THE MARKED CROSSING. j CROSS SLOPE NOT TO EXCEED 25'R. 2% OR BE LESS THAN 1% ON ANY PORTION OF RAMP OR TRANSITION 25' R. TO STREET / � I y \ " CURB HEIGHT PROPERTY LINE - " G VARIES (TYP) ---- 4'RAMP WIDTH ++ VARIES 6' ALK BACK -URB TABLE W SUR C ERCIAL 6' SIDEWALK AMBULATORY RFACE FINISH SHALL COMPLY WITH TAS REQUIREMENTS: WIDTH AND DEPTH OF CURB RAMPS SHALL AVE L 'I REFLECTIVE VALUE AND TEXTURE THAT SIGNIFIC TL C I TS WITH THAT OF ADJOINING PEDESTRIAN ROUTES. W SURFACE SHALL BE DARK RED N COLOR. 31 5' SIDEWALF� +. DIAGONAL CU PS WITH FLARED SIDES y SHALL HAVE A ST A 24" LONG SEGMENT OF STRAIGHT CU CATED ON EACH SIDE OF THE CURB RAM D WITHIN THE i MARKED CROSSING. 25'R. CROSS SLOPE NOT TO E 21 OR BE LESS THAN 1/. Y , PORTION OF RAMP OR THAN TO STREET 25' R. � 5•xy PROPERTY LINE- INE LANDING W I 5' SIDEWALK VARIES 3' , �" DET LE - SURFA BACK OF CURB HEIGHT VARIES (TYP) r1. I IDENTIAL Y SIDEWALK AMBULAT kAMP AT STREET INTERSECTION URFACE FINISH SHALL COMPLY WITH TAS REQUIREMENTS: L WIDTH AND DEPTH OF CURB RAMPS SHALL REFLECTIVE VALUE AND TEXTURE THAT SIGNIFICANTLIY C ASTS WITH THAT OF ADJOINING PEDESTRIAN ROUTES., W SURFACE SHALL BE DARK RED IN COLOR. i 4' SIDEWALJ - ++ DIAGONAL RAMPS WITH FLARED SIDES SHALL HAVE EAST A 24" LONG SEGMENT OF STRAIGHT LOCATED ON EACH SIDE OF THE CURB R AND WITHIN THE MARKED CROSSIN � 25' R. CROSS SLOPE NOT TO E 2% OR BE LESS THAN 1% Y / PORTION OF RAMP OR TRANS TO STREET r 25' R- PROPERTY LINE ` LMAINc R 1 4' SIDEWAL r VARIES er TABLE yi - -SU - BACK O RB CURB HEIGHT VARIES (TYP) IDENTIAL 4' SIDEWALK AMBULA +'CAMP AT STREET INTERSECTION nw- •S + S E FINISH SHALL COMPLY WITH TAS REQUIREMENTS:E FINISH SHALL COMPLY WITH TAS REQUIREMENTS: y FUL " R F DEPTH AND DEOCUB RAMPS SHALL HAVE A SUR FINISH SHALL COMPLY WITH TAS REQUIREMENTS: I r.' FUL TH AND DEPTH OF CURB RAMPS SHALL HAVE A TH A • FULL AND DEPTH OF CURB RAMPS SHALL HAVE A LIGHT ECTIVE VALUE AND TEXTURE THAT SIGNIFICANTLY I LIGHT ECTIVE VALUE AND TEXTURE THAT SIGNIFICANTLY LIGHT R "s: TIVE VALUE AND TEXTURE THAT SIGNIFICANTLY +� CONTR ITH THAT OF ADJOINING PEDESTRIAN ROUTES. I CONTRA ,3 ITH THAT OF ADJOINING PEDESTRIAN ROUTES. CONTRAST H THAT OF ADJOINING PEDESTRIAN ROUTES. WARNING CE SHALL BE DARK RED IN COLOR. WARNING CE SHALL BE DARK RED IN COLOR. I WARNING SU SHALL BE DARK RED IN COLOR. 25' CROSS SLOPE NOT TO EXC 25"R y CROSS SLOPE NOT TO EXC 25 ;`' CROSS SLOPE NOT TO EXCEE i� 2% OR BE LESS THAN 1% 0 hf I 2% OR BE LESS THAN 1/. ON y I 27 OR BE LESS THAN 1% ON I PORTION OF RAMP OR TRANSIT, PORTION OF RAMP OR TRANSIT, I TO STREET r I PORTION OF RAMP OR TRANSITION •. I TO STREET ^ I TO STREET r 2- R. I it 25' R. I j ' i 25R. 5'X5. \\ '{' y I / r 575' LANDING \ y y PROPERTY LINE LANDING LANDNG PROPERTY LINE y PROPERTY LINE . I - - - - -- 4'R � z;�C�.,�+ 4•R '�� + I Zll] WIDTH s(��� I WIDTH �oq�� I VARIES ` W WIDT VARIES I VARIES y I I1,IN. CURB ALIGNED 5' SIDEWAL 2' MIN. CURB ALIGNED I ITH CROSSWALK 2' MIN. CURB ALIGNED ` I WITH CROSSWALK WALK WITH CROSSWALK ) y ` ALK I I •. y � � \ I y , .. y 3 y y y __ _ _ _ v _ WARNING DETECTABLE DETECTABLE _ _ _ _DETECTABLE I WARNING WARNING id SURFACE SURFACE SURFACE - L CO +; ERCIAL 6' SIDEWALK AMBULATORY ENTIAL 5' SIDEWALK AMBULATOR ...-" RE ,3a` NTIAL 4' SIDEWALK AMBULATOR . RAMP AT STREET INTERSECTION J AMP AT STREET INTERSECTION SW3 PAT STREET INTERSECTION SW3 DETECTABLE Z WARNING SURFACE z � o rU� o a w LANDING n- IZ' Of z - a_ r o � a4oticiv.acJ. V 4" MAX. ZI?pY7a4Q:bpooAND USUAL _-c�gaD-tr_aQtr4r_ N i *1C0.RR:e)t7�0. -¢D880.o444. 6" MIN. FACE OF 10" MAX. CURB TYPICAL PLACEMENT OF DETECTABLE WARNING SURFACE ON LANDING AT STREET EDGE sW2-00 c o c a Landing � o u a_ Z v Detectable warning surface (Domes to run parallel to 4" Max pedestrian travel) and Usual odp�pO.aQ:RJ o c vtioauflii:oo.:. ;de flare E aaoQAoa';a& (Typical) N Q�,�tYO-aQ:dh.- 6" min Face of 10" max curb TYPICAL PLACEMENT OF DETECTABLE WARNING SURFACE ON SLOPING RAMP RUN SW2-01 C 1 5' x 5' C_ LANDING 0 N � V v 0" m a ... a J w < n io Y a - N r SIDE FL 1:10 SLOPE N MAX (TYPICAL) 6' 6. Face of (TYPICAL) 4' RAMP WIDTH (TYPICAL) curb (TYPICAL) TYPICAL AMBULATORY RAMP W/ FLARED WINGS SW2-02 OSS SLOPE NOT TO EXCEED OR BE LESS THAN 1/. ON ANY N OF RAMP OR TRANSITION EET ai PROPERTY / y DETECTABLE WAR SURFACE y 6' SIDEWALK y y Q,=--- RAMP 0 �3 1:12 SLOPE MAX.:.- EXPANSION JT. & SMOOTH DOWEL BAR, 1/2" DIA. X 16' , WITH BACK AP @ 12" O.C. OF CURB y" ATED W/HEAVY GREASE) MERCIAL 6 SIDEWNV AMBULATORY RAMP TREET INTERSECTION & DRI �y sw4- GENERAL NOTES FOR DETECTABLE WARNINGS PEDESTRIAN FACILITIES 1. CURB RAMPS MUST CONTAIN A DETECTABLE WARNING SURFACE THAT GENERAL NOTES CONSISTS OF RAISED TRUNCATED DOMES COMPLYING WITH SECTION 4.29 OF THE TEXAS ACCESSIBILITY STANDARDS ITAS). TH E 1. ALL SLOPES ARE MAXIMUM ALLOWABLE- THE LEAST POSSIBLE SLOPE THAT WIL L SURFACE MUST CONTRAST VISUALLY WITH ADJOINING SURFACES, STILL DRAIN PROPERLY SHOULD BE USED. ADJUST CURB RAMP LENGTH OR GRADE INCLUDING SIDE FLARES. FURNISH DARK BROWN OR DARK RED cn DETECTABLE WARNING SURFACE ADJACENT TO UNCOLORED OF APPROACH SIDEWALKS AS DIRECTED. z CONCRETE, UNLESS SPECIFIED ELSEWHERE IN THE PLANS. O 2. LANDINGS SHALL BE A 5' X 5' MINIMUM WITH A MAXIMUM 2% SLOPE IN ANY 2. DETECTABLE WARNING SURFACES MUST BE SLIP RESISTANT AND DIRECTION. cn NOT ALLOW WATER TO ACCUMULATE. 3. MANEUVERING SPACE AT THE BOTTOM OF CURB RAMPS SHALL BE A MINIMUM OF w 3. ALIGN TRUNCATED DOMES IN THE DIRECTION OF PEDESTRIAN 4' X 4' WHOLLY CONTAINED WITHIN THE CROSSWALK AND WHOLLY OUTSIDE of TRAVEL WHEN ENTERING THE STREET. THE PARALLEL VEHICULAR TRAVEL PATH. 9 � 1\ 4. SHADED AREAS ON SHEETS 3 AND 4 INDICATE THE 4. MAXIMUM ALLOWABLE CROSS SLOPE ON SIDEWALK AND CURB RAMP IS 24 OF O -r APPROXIMATE LOCATION FOR THE DETECABLE WARNING i*so* • SURFACE FOR EACH CURB RAMP TYPE. 5. CURB RAMPS WITH RETURNED CURBS MAY BE USED ONLY WHERE PEDESTRIANS ®**� WOULD NOT NORMALLY WALK ACROSS THE RAMP, EITHER BECAUSE THE ADJACENT �•••••••••••••••••�* 5. DETECTABLE WARNING SURFACES SHALL BE A MINIMUM OF 24" IN SURFACE IS PLANTING OR OTHER NON -WALKING SURFACE OR BECAUSE THE SIDE DEPTH IN THE DIRECTION OF PEDESTRIAN TRAVEL, AND EXTEND THE APPROACH IS SUBSTANTIALLY OBSTRUCTED. OTHERWISE, PROVIDE FLARED SIDES. Ial JOEL J. MITCHELL FULL WIDTH OF THE CURB RAMP OR LANDING WHERE THE •••0•••••••••••••••• l PEDESTRIAN ACCESS ROUTE ENTERS THE STREET. -0-0 ey OA 6. ADDITIONAL INFORMATION CURB RAMP LOCATION,DESIGN.IGHT R TI V �9 0 C LO O L ELEC VE VALUE � 9 •'9� -0, , 6. DETECTABLE WARNING SURFACES SHALL BE LOCATED SO THAT THE AND TEXTURE MAY BE FOUND IN THE CURRENT EDITION OF THE TEXAS ACCESSIBILITY ••GjSTEP�•�- EDGE NEAREST THE CURB LINE IS A MINIMUM OF 6" AND A STANDARDS (TAS) AND 16 TAC §63.102. ` •• 4•• MAXIMUM OF 10" FROM THE EXTENSION OF THE FACE OF CURB. `ham ALEN��� DETECTABLE WARNING SURFACES MAY BE CURVED ALONG THE 7. TO SERVE AS A PEDESTRIAN REFUGE AREA, THE MEDIAN SHOULD BE A MINIMUM tl� CORNER RADIUS. OF 5' WIDE. MEDIANS SHOULD BE DESIGNED TO PROVIDE ACCESSIBLE PASSAGE OVER OR THROUGH THEM. 7. TxDOT MAINTAINS A LIST OF QUALIFIED DETECABLE WARNING MATERIALS. S. CROSSWALK DIMENSIONS, CROSSWALK MARKINGS AND STOP BAR LOCATIONS SHALL BE AS SHOWN ELSEWHERE N THE PLANS. AT INTERSECTIONS WHERE CROSSWALK MARKINGS ARE NOT REQUIRED, CURB RAMPS SHALL BE ALIGNED WITH THEORETICAL CROSSWALKS, OR AS DIRECTED BY THE ENGINEER. This al above indicates 9. EXISTING FEATURES THAT COMPLY WITH TAS MAY REMAIN IN PLACE UNLESS the plicability of the OTHERWISE SHOWN ON THE PLANS. standard details to the 10. HANDRAILS ARE NOT REQUIRED ON CURB RAMPS. PROVIDE CURB RAMPS WHEREVER construction drawings. ON ACCESSIBLE ROUTE CROSSES (PENETRATES)A CURB. Is not intended to certify 11. SEPARATE CURB RAMP AND LANDINGS FROM ADJACENT SIDEWALK AND ANY OTHER the accuracy of the ELEMENTS WITH PREMOLD OR BOARD JOINT OF 3/4" UNLESS OTHERWISE DIRECTED BY THE ENGINEER. details 12. PROVIDE A SMOOTH TRANSITION WHERE THE CURB RAMPS CONNECT TO THE STREET. 13.FLARE SLOPE SHALL NOT EXCEED 107 MEASURED ALONG CURB LINE. Con GENERAL NOTES (PAVERS) '. 2" FURNISH DETECTABLE WARNING PAVER UNITS MEETING ALL REQUIREMENTS OF ASTM C-936, C-33. LAY IN A TWO BY TWO �� UNIT BASKET WEAVE PATTERN OR AS DIRECTED. 2� / LAY FULL-SIZE UNITS FIRST FOLLOWED BY CLOSURE UNITS C CONSISTING OF AT LEAST 25 PERCENT OF A FULL UNIT. CUT c DETECTABLE WARNING PAVER UNITS (!SING A POWER SAW. 0 .. 0 4" 2' m m•0 Landing 0 1 a- o v NO. 3 REBAR AROUND PAVER INSET Detectable worning s.� _ paver with truncated dome surface DETECTABLE WARNING PAVER WITH EXPANSION JOINT 4" Ma TRUNCATED DOME SURFACE and Usual AS REQUIRED DETECT LE W I1V PAVER APPLICABLE TO o I A SIDE FLARE ide flare (TYP) 2 (Typica) CONTROL JONT PERMISSIBLE _� FC Face of M'N. 4" curb AT TR ETNCATED DOME PATTERN 18" 3 (MAX.)REBO -C 18" AX,) ON -CENTER CURB RAMP BOTH WAYS CLASS A CONCRETE SHALL CONFORM TO APPLICABLE SPECIFICATIONS DETECTABLE WARNING PAVER SECTIONA A SW2-03 ■ z .r O H H a O U O U Tk SS SLOPE NOT TO EXCEED SS SLOPE NOT TO EXCEED CROSS SLOPE NOT TO EXCEED R BE LESS THAN 17 ON ANY 2/ OR BE LESS THAN 1% ON ANY P OF RAMP OR TRANSITION PORTION OF RAMP OR TRANSITION TO T a TO STREET / / / ROPERTY LINE � / PROPERTY LINE DETECTABLE WARNING - - SURFACE V yy y , WARNING y y _-DETECTABLE i y � y �. � - - SURFACE y y �. y y 5' SIDEWALK 4' MI `ai RAMP* 4' SIDEWALK 3' MIN. RAMP* MAX. 112 SLOPE MAX. EXPANSION JT. & y 3' BACK EXPANSION JT. & y f i y y SMOOTH DOWEL BAR, 1/2" DIA X 16", WITH OF CURB y SMOOTH DOWEL BAR, 4' 1/2" DIA X 16", WITH BACKy y CAP @ 12" O.C. CAP 0 12" O.C. O (COATED W/HEAVY (COATED W/HEAVY GREASE) GREASE) j�-6' MIN.-� ' MMERCIAL 5' SIDEW Z& STREET INTERSECTION & DRIVE IlW CITY OF BRYAN ii00[j Life, TCXQS ctyk :t le a %W : 6'►�N. DRAWN BY: C.L.M. RESIDENTIAL 4' SIDEWALK DATE 01-01-07 AMBULATORY RAMP SCALE: N T SAppROVED W. P. K. AT STREET INTERSECTION &DRIVES SW4-02 FIGURE: SHEET 1 OF 1 N. RIM ELEV: 280.00 Z_ _-/ - �A A ON �g. FIRE LANE -� FIRE LANE --- FIRE LANE PEASE m E LANE �� FIRE LANE FI r D 1m • • Z Z \� rh �� � m m - Pf • 5-ss I / LANE - FIRE LANE nD m r D m j/ Z \ 9yF` 6 Units ti $! Z� .9 7 B units \ FIRE LANE FIR ANE ` 15- O _ - •. � `mil' 3 Units y 1 'PF O \ ` ! 6 Units \ 9 \ ! O \ \\ �; CIP \ 9� i 7A Units !N ! PF E LANE ---FIRE LANE , FIRE LANE -- FIRE LANE -'— FIRE LANE . FIRE C 5 O p Q FIRE LANE -- F 4A —Top of`�II Berms min �� *Mr,FIRE LANE F�- �I vuv ✓wF�.ioo vFLauj General Notes 1.) Prepare all Soil for landscaped areas with 2 parts black hummu5, I part brick Sand tilled into or mixed with native 5oi15 to a 10'' depth, and crowned 6" to center of bed. Top with 2" thick hardwood Shredded mulch. 2.) All landscaped areas not otherwise noted shall be hydroseeded with Bermuda grass seed. 3.) All areas will be covered by an automatic irrigation system that 15 protected with a Pressure Vacuum Breaker. The backflow preventer will be installed and tested per City Ordinance 2394. 4.) Areas disturbed during construction Shall be repaired and overoceded to return turf coverage. 5.) 100% coverage of groundcover, decorative paving or turf grass is required in parking islands, swale5 and drainage areas, parking lot Setback, rights -of -way and adjacent property disturbed by construction. 6.) All areas not otherwise noted Shall be Solid sod with 419 Tiff Bermuda Gra55. 7.) Where shrub beds abut turfgra55, beds with are lined with Steel edging (see plan for exact location of edging). Landscape Requirements Site Area Points 322780 5f/1000 x 30 = 9683 points required Right of way Points 790 If. total frontage/ 50 If. x 300 = 4740 points required TOTAL POINTS REQUIRED = 14423 POINTS Minor Arterial Streetscape Trees 790 If. Holleman Dr./ 32 If. = 25 trees required POINTS SUPPLIED Landscape Points Provided 21990 Street Trees Provided 16 Canopy Trees = 16 Trees 21 Non -canopy Trees\2 = 10 Trees Street Trees 26 Landscape Points Provided (16) Existing Native Trees Min. 8.0'' cal. 7 (68) Live Oak 2.0"+ cal. 150 pt5 each = 10200 Quercu5 virgiriiaria Min. 30 Gallon (21) Crape Myrtle 'Tuscarora' 30 gal. 40 pts each = 840 Lagerotromia in ica Min. 3 trunk5, 1.25 cal. each (411) Compact Nandina 5 gal. 10 pto each = 4110 Nandina compacta O (474) Indian Hawthorn 5 gal. 10 pts each =4740 Raphieolepi5 indica 'Clara' N. RIM ELEV: 272 FL IN: 260.10 FL OUT: 259.94 (79) Elea0nu5 5 gal. 10 pt5 each = 790 Eleagnu5 purigeris (50) 'Knockout' Rose 5 Gal 10 pt5 each = 500 'Razdaz' Rosa sp. p (77) Wintergreen Boxwood 5 gal. 10 pt5 each = 770 5uxu5 japonica 'Wintergreen' (21) Bradford Pear 15 gal. 1.25 Cal min 40 pt5 each = 840 o° o • Pyruo calleryana 'Bradford' TOTAL POINTS PROVIDED 22790 POINTS hk=V1tVVtU 1-vn COMPLIANCE AUG Z 0 2007 C0LI '-- E StAT10N DEVELOPMENT SERVICES an s c a e Plan 1 4i :1 1 Submitals M May, 7 2007 May, 10 2007 May, 23 2007 30_ zcz 7 S j _ E 00 5 c 00 }„q t E � � r tO r o • � � I 1 y 9 z O yc a c L h DRAWN WAK/RP CHECKED D:VTE Mai, 2007 SCALE 1"=W-0" JOB NO. 07- XX-XXX SHEET Wolf Pen Creek Sidewalk Entry Marker SCALE: NTS Bus Stop SCALE: NTS ickets p -- Fence levati*on Wolf Pen Creek Facing d Maroon r .,a p ntry lement and Sl*gll Front levation Stucco panned W/ 1000 _. _ REVIEWED FOR CO PLIANCE- Stone Veneer AUG u 0 2007 COL LLOE S i;l"I%)N _ NVELOPMENT SERVICES (� 5 ��quilt.S Ply - c4 a) Black Letters an Tree Branches Gunnite &Plaster 17 Fountain Reservoir Stone Veneer o Stucco Carmel lantin0 Area GStone Veneer Kiver OaLs rays Mound __ Annuals T ownhomes - 2'-10" 12'-3" ntry lement and Sl*gn Submitals BY May 7, 2007 July 30, 2007 • OF C-7: •,sp �* • : *� �I�tio•.t �cEN �•�'�.: W C > yX_ C G t u N �j O � q VJ a ° -- Eg E � re) � � O y r _ v y � c DRAWN WAK/RP CHECKED DATE May 2007 SCALE JOB NO. 07- XX-XXX SHEET i• f: PROJECT BENCHMARK: TOP OF SANITARY SEWER MANHOLE LID LOCATED ON SOUTHSIDE OF HOLLEMAN DRIVE AND 85 FEET WEST OF WPC ICE RINK MAIN ENTRANCE. ELEVATION=278.23, X=4036.45.,Y 733.73 --___ I i I I I Iilltltlt'I _ 111,1'\rlut , - . --_ f I 1 llfr),101 !!'tt„+11!it . . _ .. 1` I I I II i+lllrllifl, 'jIIV`'llilll ' I. ` I 1 I I !l i/�/I/I\\ j!111Il1,l __ - -__ _ _ I I I Il !I III+ 1 IIIIll:1 -- �_ v I IlllllilA 11. Illillll111 i �'. _ _��_..� I / Illy l r; ! •', 1. l I1i11111,:, , - - _ - . '�\ -\ ! 1 1I 11l \ \ \ 1 ! l,ll;;Iltn i - ;;:, -1 1 1 I •i, 1 i tl �. - r' 1 \ 1 r \ 1 I 279 r 1 ' ! I. - —r— \\1 LI1 , 1 /' lrrr''rr 'I "%l \ �, _ ) t' l r I 1 i 1 i• / N o0 1 \ \ \ \ I ,! I i gl,lul �� \ 0 _ - 278 89 (279 00) ' (279.00) I �, \\ \ , /, ; / / ; /rl rr! ; I� I r I I' - - - - - - - - i , I `280.78 --)_ \ + \ I / ;., lllfl!!thli - /'_1 ( ,, / (280.78) ( ) I , Illll/'• ; „ I l/r!r!!, I I V _ _------------- ` \ / ,! , / / / ,,. • '_�i� f I \ \' I / / I - - - j \ / - _ - - _ 9-\ 1 F \ 1 rl l r l r r-!!,'l! ! r/r lfr - _ \ /' / - ___.y�- (278.50)\ \ \` II/itlIlk !lI'rr'I'tr l - I \ - / r/ 1 \ t I. I _- 3 _ i - l 1 I ( ' d ` l I - - / Ica \ �. I l !,' \ \ 'q+�, \`,/I _ -- -- -_ _-- _: _ // -O� - -1': 278.Sd. 4� \ 1 1\1 1t ll.lillll _ t .:�_ - :�" \ ! 1 ! 1 II I ! --- _= \ I I I as I ---- . - I I I I .., < ; - - 1` I ' r I I I Iltt ! I ♦1 ----- - ___ 7 _ ! _ - _ 1 I - / I - I I I 278 50 d" - - I ( r' I ' - ti' - 1 I` - i" \ \ ' - 'I I' - I I I _ - \ I - \- I I - I ! - �, I 1 I r , I !III I r /pl IIII II ,t\I! _ -__ --___ ---- - 1 I I I . 1, :.li+• - - - - - - -- ! i r t - - - - -_- - - // /, ,. i I I ! I I r I:1!,!1 I I1 I l 11' \ , 1/ = � " - -�- `,I11 I I I I -- �i 1 i \\ I I111 1' �I,dl I I if \ \."O\ \ - � __s= _ ,,. 'I I \ \ 1, 1 �� , - IIII tl / 411i!+111 11r111 11 `\`\\\\,' -=o ,\\;.!\. yir I / , I A ,\ 278 50 I I I I I I 1 / I 11,1 1 \, r / I / / 1.1,1 1 ! - r1` 1 I I �1 F \\ I I I 1 1' I1 - l 2 ! 1 I 1 - I. I 1 II I • 1.lt1 :I 1�'I , ,1 - - ..% \` I. I I 0 I - 8 \I I , 11\Il,p„ Ili' 1 11 11• _ `_____ �rcr, I 1 I I I 1 I I: - I I �. I ! I I I I I I I I I r 1 1 .r I ! - rl' I .�- �� 1 I 27850 i\, `\,;' I1 I 1 11', 1 r I `i' 1 ` =I W j \ -:i._ d. %.:'( -), , '\�I,\ 1 lr IIIr 1 \\'„ , ,1 i \ ,rll I I i I ! l I i� 1 'I .y1 ,' I . '" -- \\.,\ _ 1 � I 1 I, 1 .�I `\ \1 r, 1 I I , • - I. „' i' ' \' -- - III I - I \\ � 11 -� - o \\ - I 1 .I \- \ J ) I I \ _ _ J \ \ r 278.50 _ - r , � 8 \.,,.� 1 \ I ! ;\./ - _/_ ..�. - __ - _ _ --_ -- - rt!'r llr`111j1j11 �- Y I �/ , �- \ rn 1 1 I .,/ s- '.� 1 �\ _--____ . :,\..A' ,:.\ I I! (! l,. I,11 Ir 1 \ - 1 1 / .. - - ��� - - 1 _ /tl J ry \ I \ \ /' _-__-- _-_ - ,c r 11/'rl,'il r .I I �- --283� ... I I 1 / ! \ /. ` _ _ 111` 'i` r' r ' I! '11'! , ! \ / I 1\ / \ . r (279.Od�. \ --- --__ -_ _ _- !!i•:! :\ i,!! r!;`.r!'; r, i,rr \ / �� (.. .r 1 r " , . - /,!/:. r ' ! ; I I III ' I - \ I . . - I I 1 \ ♦ ) _ \\ / lt!:/,,. 1 1 1 III \ 1 \ \ i , j' ,r! If1 lr r II -- . �- 1 , . I �' �/ \ 7 (279.00) S ) - I i4/,,, r r , , . I : 11 I I Ij - - _�_ \ �.' \ ` - j _ '\ - _ ! 1 , , , / i / i .I .. ! - 1 'f '._. 1 : \ I: 'I ':.::��-,.:.�.:. ..�.`!\ , •.y. I �,� a9 ,d1` - ,\, \ \ --- --_ ! Ipl!I{y,! 1 ! ! I l f •II Irll !�\ � 1 1 r •I i• � I 1• \ \ \ C I 11 -�`� \ / l.. � - _,\ \ 1 / rail!!•! I,I, ,III!-I1i,11'l4i 1 \ _ , I _ �� -\\ \ \ I /X--\ �� \ -P:\\ \ 1 \ l �-'�` _ _-__-_- ! ,'ll�l�lrl! 'i I I i 1111I i1'11j!��''r 282 \ ' ?8 , ?? I I � 9----_\ % \ \ __ --- -_ ,u, . f 1 f , I I i' 1 , !� �9 \ 1 279:00 ` I I 1 ''r; r I r 1 Il Ii I'I \ 83 , \ ,I \ \ ._1' 1 ` rn , I `,'if! /' _ ----_ _-1.. t !I 1, ! 1I 1 !I �Ill/,tl ! \ ,� ! \ \ I i' - ' - _ _ _ - /J ! r / f i I l 1 1,! Ulu i r; / \ E t I 11,1,/ / _-_ ;___ - r, II%rr -- \ :. ! ! / .: 1 \ 1� - ! - / I Il /! 1,'' / I' f j I , 1 r, y,,,. l �1 :: 1 / : �' l(1 / I :: / ��;- -� -_ - / I Ili r,'(r ! I ` (279.00)- i u \ . , 111; ' -- 'r _ 1'; I + - / r .- �__ II : .. \ - C\ - - I ' 1, ll(; //r 1 ------ I ! / ll' I i I1. ,III I I\\_ I I 1 I 1l''11 _' ! ; ! I T„ 1, II, 1 it //, / l_ ., -- \I-\ \ r I 1 I '1 \ 11111 1 _ il.; - I� `+,;' I r !J'I•' 41; \ T� I I , - - I "\ I I ,�',!' ! 'I�it11Iif ! / ; l l f;'ll,l \ t 1 7 \ 1 I Il �, -'\ / j . r, —•=L_. �• -_ —L_,/ _ _\ (279.00) >` - I 1 I , / f .'I! !!, / JLr \ ..: -. _ J 1 .., 1 ,I %,illl ,�'l%!(f! I 1, ! lJ l/ +5,! \ r - —\r 'a 1 N N =. N AI " .\ ✓ 1 I i I ; I.1 / I;,II;I; , , 1 I I , N ; 07 a0,. = 1I \ ", ✓�. L� '''\ I U. 'I •l!! : lI ,r/. , ! I 1 , , , ! /, ! �' �i _ W N N 01 ' / `� \ •'\ I , `\ I ` ! ! 1 I J ;. '•1 /t ,; , /r1,I /. , I 1 I ! I ' r I lr fill 28489 284.00 - 2822S (28I-M `/j _,_.' \. \ v / I ; 1., _ . . 'r!l !,. ,, r,r r;ifir� ! I I / I / I rl . (gr,,,;.,, (284.89) . ( ) ( ) (263.17) 'i (283.11) (28225) - ( ) 1 - / - j1 ,_ / \\ ! ) i' ,1/%f: „ l,•, I I I I , • ,I III ,n, /'L� I + I tl \' 1 1 . I (279.00) \. l - t ,tl; //!:f•f I l,/ I/,,,,I' . -E z �.•' I ? / //H !! ///r'/f,/ 1 !l,/;I, ,/.!',I Ste• to t , \ C 'Yr ; J I / / \ -- _ / . -- IIlt1 I! I//!Il/!.Ir I ; ! ' : ' , l ,i,/P,11111 l�- I \ \ \-_---:,` \ .t \-1 ' llI 1r11 !l• !'I !J!!, `!, l' 1'l ll�4rl; , _ � L - :- I - J ,-. \� -I , ! .I,• \ - _ ';�/ i 11'l/,!I ,!,1\::\1,1 i ,l!rt'..'i/! /}I,t!lrr,l!I .� I .. .- -. ._.-..-.� ,..., _ \ .�� , _ ,.'-\ I I 1:,. \ !Il /I 1\1\1 II ; - ! ! ! I/,/IIII t,, \` .. r _ _ ..•,.\ - __ -\: �% `\ \ I- 1 -\ /- --- / •, :,, 1 I !111q//ll, 11111.1,11 Irrl,r: � ,-!!hl'!!I frl \ %� \ I \`` -, \\ 1 r- I C/ \` 1,,r1,: /- •'1 I 1 /.'llll,", ll!! I it :l,:!i I'//l,�L,fl 'C �i.\� II \ ` \ \ \ \_. \ , i , (�79b0) �\ _ I I i ,/,;,;I,I?,: I, I/ 1. I t I , \),'' .i. ,,!!!!,;,I•,,I; \. -! 1 \ \ ` 1 ' `+ '\.. If!r`. i/,. !/ .'/ I'll 1�� r,'/ /..p! I : > - . _ - > • - - > - > - - \ \ I i \ „ \ !l ,; /! Ilj / 1 1 ` 1 1 1 .1, h: � , I / l - \ - _ '/ �� \ \ 8L ?-\ \ I .! ?, _ t� - 1/1 !/ �`'i',1ii,lll'fl - i1I ri/! ---- �. !rl!1!i1� �1 w�� (274.00) I t '\ .. - ! \ \ ; y ` \,9 \ \ 1- .-\ r9 `� ,1'' fll v,fl ! - I t I' I / /! / ,11, ^ \\ I \ \ , �K i'r1; !! ; . / n. ?y; ! \ '; I Scats I / j;' 1 !� \ \ \\ ` - _ t111bil"! 1h7, I 1 \ 1 r 7 ' j ry 1 2 e f \' \ I, I r 1 1 t\ i 1 inch 40 feet 'i' i II 1 I 1 1 '/ I y✓ I 3 j / t \' . \ q 1 , / II ,,i r \ ', 1 \ \ + \ / . (274.00) _., _-,' ! ,.. Tr\ '\ �./�- � � , s- \. � _ ,\ ,1 \ , ., If It. . , IIII! lil'I�;t :. \ ', \ 1 / _ '`1. I It - 279.00 / / IIII, I / I� / f I _ I , I, r- / ,/ I I - I- 274.00 _ I I S 1 I <. i \ \ I /. I . \ \ / , - 2i9:bo 1 1 '; _ I h \ �: .. 00 2 \ ( ) \ 1 2 \ I I Y' i i r, -- I ; : - _/.. _ / /�' \ \ - - _..L_. : . - - I (2-18MI - eC 1, , ! ,. a I -, `\ _ N , , _ __ ' ___ t - - �I I ,1 ( -� , , , rt �-'—� f 1 N 4. N ' /+ - \�~ i N \_ - N 1 0 N i J \� ` 4 r Gb 1 f- Wit_ /'�\. Q1 Cb OJ \ 1 \ / 278 50 , CJ1 . 1 N ( ) 1 � - tfl ��� ff V i.- 1 \ V \ r r _ (287.78) i'. (287.78) (288 89)` (286A- (285J1) (284 22) (284 22) j (283 3g) ,' (283 s9) 282:, (291 �8) . (291.81) b , y ,, . V :. (2 .00) , I- d /' __ . r N ATE,,; t F I o, N \ �� , 0 /' . 1- / P 1 W : -_ I - 278.50 - 1 `\ ? '�' \ - , 1 , , - I \ i s _ ,e J 1._ Grades show _ ._.. _,._ //•�_.._ ; //�---+_.., ... ._..- _- - ...:_ _. - _ _ _ __._,, -::� . , ';, ♦ n hereon are a roxlmate FINAL I / / I \ 1 \ ✓ \ r'' - r (27soo) _-i ( �) . - \ PP " I a, grade Contractor shall coordinate with Field / \. , -/ r 1 ia s //- / \ 1 1 _ f ,- /, / ;.. I /.•;;;,: , L ' 1 Su er 27500 - \� p i\ritenden to compute Hold Down grades i ( Y /j - ,! 1 \ 1 d I: . \1 278 50 ! ' / under arkin crud _buildin foot rints. / -_- \. . / \ \ I \ \ - r 275.00 I / 273-- \ _ , jj / . ? I . } 278 50 ` I \ • 1 �o \ e 8 , � � l I I `( ) h! STOCK ---��- \ t / 1 I 1 (275.ao) ti ! / ! / f O aD _ _ 1 F' it I r\ 1 '/' / / !� I 278 50 i - I C l>< / ,. ! _ C. I,, (275 00) \ - - _ . d r I I I r N L, i . J / - t 1 \ t- 1 I I U I \ _ ` �-! t \ I \ \ / 1 1 /` \ - \ I J \ , 1 �(z o0) yY ! \ 1 1 . I I . ? �� �\ l - ! l N / (276.39) 276M r\ \ ✓ / I ; l'" ,\` \ 1 � 1 \ 1:� v I N 275 50 \ \/ / - - \ l I ! : _ �— ( - \ .. r I :I \ - /, \ �� I " I �. ;. r �-- t , � 1 8 j 86 _ 84 � 1--L,� \ i —L i . - ^ 1 / 1 '. -'1 Cn .' 1 ` - / \ I _ I \ .1 1 \ Cr - _ f� J -` �, , -� y \ I �. i , ! ! \ ; - \ �. . I' I '. - --- ., 1 I , ! _ - _ ,: _ i 1 _ .- _ _ t /, , _ \ , r� 1 \ t� \ r I I 1 t --- - _,, .. _. _ - 1� - - - - �� \ ✓, \ - - - 1 \ --1 1 \ \ - \ - __ 1' ., nr : \ ? �. - ---- - �� N N N N tJ \ I _ _ _ . - - - 273 50,. / 11` N 7v N, CP 1 �s ::, \ 1 an Cb \ (P ---- cb aD Gb to - -:. a l ., \ .� \ - 5 \ (24,1.25) _ (291.25) {,, - ) (20.47) (289.47) - : , (21NIM) (288.39) (287.50) . (2W.61) (286.61) (285.38) :, (285.36) (284.47) (283.58) - (283.58) 0D N \ +.. ,: v ._ : .-...... - 1 Z7 -.\.. - .._ - _ ' - - - - _� - / - - - 2 -- �� ,:: I - \ ) .,cam � . \ _ i ry - ' s T- r y' �`� �� ` _. - _.. a_ .._ _. T _, ... - . - 1 \ ' .-=� 1 � , TREE PROTECTION \ 27350 \ +l ` y,�- :, } f x-� - "-_y f NCE (S E DETAI) - �� <- �. FE E L n\ _.. y - __ , -�f: _ �` e 46' _ 9 �►. $ g, n �• ! N 1�. � - . _ 27340 _. ,- 6 4 r __ 1 :. - -- .. - -.- - �\ t \ L � ,\ - .+. ', ". -. \ \ ```,` I - I. ` � (` 11 I TREE �./ ✓J _ i� r-_N - PROTECTION FENCE - ` , \ ,F „/ / I (SEE DETAIL) �,L �' ��v •\ ° , -cam, Saw cut roots 6" deep I _ Jry, to minimize damage to tree T' When joining two or more Fences tie the - Steel fence post at two end posts together with nylon cord. 12' on center (Max). _ 00 Wooden or Metal Post, Min. 3' Length (1 1/2' exposed) max 10' spacing Ground Line Bury toe of Silt Fence 6" below proposed grade •ound Line Existing Ground Existing Soil Silt Fence or approved equal Min. 24" Overall 6" x 6" Trench ' - Compact trench '% '" backfill to revent P "washout" U' SILT FENCE DETAILS NTS Fence ' 0 Improve TREE NEXT TO IMPROVEMENTS Fence ( Drip Line 0 TYPICAL SYMBOL NTS Place fencing ® the drip line of all trees shown to be protected. MEWRE b"fence.dn PLOT ED: 04 Feb 2005 - 2:45 pm LEGEND: PROPERTY LINE STORM WATER POLLUTION PREVENTION PLAN GENERAL NOTES 1. All contractor vehicles, including employee's vehicles, shall park within the project site to minimize traffic on the public streets adjacent to the work site entrance. Contractor will rovide uffi ie r p s c nt parking a eas to accommodate his vehicles. Any areas disturbed or destroyed by vehicular parking will be repaired to original condition prior to completion of project. 2. Contractors shall ensure that no dirt from the project accumulates in the existing streets. If dirt or debris from the project site accumulates on adjacent streets, the contractor shall immediately clean those areas. 3. Contractor shall place erosion control protection at appropriate downstream locations to minimize silt and debris from leaving the construction site and entering the drainage system. 4. If required on the plans, the contractor shall maintain a vehicle wash down area of sufficient size and in a location to facilitate cleaning his vehicles prior to leaving the work site. 5. Once vegetation is well established contractor is responsible for removing all temporary erosion control measures (i.e. silt fences, rock check dams, etc.) 6. Structural controls shall be installed as soon after clearing as practical and maintained in good working order until the site is stabilized. 7. Alternate structural controls may be utilized if approved by Engineer. 8. The contractor shall comply with the TCEQ STORM WATER DISCHARGE PROGRAM and is responsible for completing and filing the appropriate forms. G GENERAL CONSTRUCTION NOTES 1. It shall be the responsibility of the Contractor to verify the exact location of ALL existing underground utilities. Furthermore, the Contractor shall contact all utility company representatives a minimum of 48 hours in advance of any excavation. a. Contact Dig Tess @ 1-800-344-8377 b. Contact Kimberly Winn @ ATMOS. 774-2506 c. Contact Mike Lavender © Cox Cable 846-2229 d. Contact Irma Gomez 0 BTU 821-5770 e. Contact Mitchell Gas © 779-4460 f. Contact Union Pacific Resources @ 778-8525 2. All construction shall be in accordance with the current City of College Station C.S. Standard S ecifications for Street Construction and Cit of C. . Wa er and Sewer ( ) p y S t S ecifications. All ins ection shall be erformed b the staff of h i n ine r of p p p y to Cty Eg e C.S. All construction shall be coordinated with the Cit of C.S. Cit n ineer. y y E g 3. In lieu of using the construction materials indicated in these plans, the Contractor shall obtain written approval from the City Engineer for any substitution prior to Construction. Re uests for chan es should include roduct information and n ineers q g p an e g seal where applicable. The contractor shall be financially responsible for the engineer's time spent reviewing changes and redesigning based on contractors requests. 4. Trench Safety Requirements shall be in accordance with O.S.H.A. Standard 29 CFR Part 1926 Subpart P. For general requirements, see Trench Safety Sheet for details. 5. TRENCHING AND BACKFILLING: All trenching and backfilling shall conform to the specifications set out herein. Testing shall be provided by a certified laboratory, at the Owner's expense, to verify these standards. Any retesting due to substandard work shall be at the expense of the Contractor. Structural areas shall include all sidewalks and shall extend 5' beyond the curb lines of all streets, alleys and parking areas. 6. It is the responsibility of the contractor to comply with all State and Federal Regulations regarding construction activities near energized overhead power lines. Additionally, the contractor shall coordinate all proposed work and procedures with the City of C.S. Electrical Division. 7. All materials & labor not identified as a Separate Bid Item shall be considered subsidiary to the item in which it is used. All materials and equipment shall be both furnished and installed unless otherwise noted. 8. The on ra or must rovi str tion s kin from the infor ion rovide on C t ct p de con uc to g mat p these plans. 9. All soil ex osed b construction shall receive stabilization. 100% covers a of P Y 9 groundcover, decorative paving, decorative rock or perennial grass is required in parking lot islands, swales and drainage areas, the parking lot setback, rights -of -way, and adjacent property disturbed during construction. 10. Trenches may be left open overnight if properly barricaded. 11. Adjustment of Water Meters, Valves, Manholes, Irrigation Systems, and any other Public or Private Utility, etc. are not separate pay items. The Price of the adjustment shall be subsidia to the construction of Sewer Line Force Main etc. ry 12. The contractor shall coordinate with ATMOS, Cox Communications, BTU, and Verizon to adjust the location of Existing facilities. 13. The contractor is responsible for traffic control. All traffic control must be per TMUTCD and be approved by the engineer prior to implementation. This is not a separate pay item. 14. No spoil areas are available on this site. EXISTING CONTOURS --------- 275----------- 275---------- PROPOSED CONTOURS — — 275 — — 275 SILT FENCE SF SF SF TREE PROTECTION FINISHED FLOOR ELEVATIONS (274.00) W .v Top of Berm W W W' W W W W- W .. .. t W W W W "W W,. W W W W ._ .` . W W 7. 1 IPH Symbol Sloped Concrete Headwall W : W ..., Standard W, �%. Flume +11 W W . 11111 _ W . �\ Pea Gravel filled Geotextile Bags (or approved equal) W Min. 12" Height, Laid end to end. .� :. 11V Wv. INLET PROTECTION FOR SLOPED HEAIDWALL NTS FOR USE ON UPSTREAM END OF ALL CULVERTS FLDVME WMId -Anq PLOTMD: 14 May 2003 - 237 pm _M1I' r yil a- s 4fo •: , , t;ii �� 3l ,a '! y" , � �' " T.979.260.6963 F.979.260.3564 511 UNIVERSITY DRIVE EAST SUITE. 204 GE STATION. TX 77 PLAN & DESIGN SPECIALISTS IN CIVIL ENGINEERNG • HYDRAl1LICS HYDROLOGY • URITES • STREE75 SITE PLANS • SUBDIVISIONS WVW.mit n.com •+ I /*. .* a 0 ••X *JOEL J•MITCHELL / 'O9.9 80649 pQ Q� `� o--Q/STe?_.,-*,g-� L •0000 `ssbIVAL�.r �v O m - m N 04 � �. Tm L1J -0 M o 0 Z � 'o' v o 0 O 0 cV N � 0 t\ s` O 00 z o P o o � z W I- O L 0 � Y m F<_ Q) oa v' 0 � � W a � >yy J FE O U U) c 0 .L .> a) t� J I �, o� V O `'' J V . O O W , Of 17 Sheets S:\Pro1'10552AVPC_CondoslPhase I\0558-12-mugh-grading Plan.dwg, 07/29r2007 05:02:37 PM, 1:40