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VARIES .:� z A' ....................... - .. : . , :_A:� . � , . - I I . EXISTING WATER LINE I 0 ,:�� - .... tz� ..... .`: . ,, I I I . I I I 1;; I I � \ . I I TYP. I _ ,'-j-'-'-%'-'-'-�6.b!%', - - - - _ . : :;�,., ... . � ; . \ i I - - , _=� . ­ "... / I . I . . . I I � � : .. i _P� : . I I ! . � - ( L.,:., - . * '' _ j . . . . , � --. \ I I � � I I - a 1*1 �._--. - I . I I I I I i ,,� . I � W/ %;j ._� ` \ . . \ . 0 VOL -/PG - - k .i., / � I " I -*-"'.'.` -Ar.'.'.-.-.-.-.FIRE-.-: ... ............ ... * ,�, �tl.�t: / � I I � I i \ : __.__­­- CT _____ EXISTING GAS LINE . I I . 1, I W . ......... � . oo " - . -0 .-,,.,. ! ............... .... ­ I I :�. I � e�� I , ,__ V I . . I . � . : . i I � , 1.1 ,.,:; : :;�: - _�_ I I � \ .". �. I L., , *LANE.,.'' . .... . e,. - � , � . i .... �,�t � � � . I I � :1: ___. / I ! - . . � � . � i ". 7 � .... I ......... I . . ........... ­%_.. / I � . I I I 11 . q � -P. � . \ I ­ : . 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I : � . .... � "I . ..... : I I I - � . - / .I. .... ........... � .... ­ I I . % . I I I � I 1_ I . � -3 . EXISTING CONTOURS !I- * *"�' I I I I I *-,-*-'-'-'.' .......... ...... � ; <i . \ ,--- , " ., " I A ! I !, ,__j i .. . . , I I :, �,, r) ,w- .?� ," I PROP. FIRE .. ....". ... . , . . :: :.. ..:f , *.,. * , I I , . , . * � . / I � I - � c .L4 f . ... ..... I ...... I . I-' I ; LANE SIGN ___-_L_____, 11 " I ........... . . . . . . , . 0 ,11 I � I . A;! . I I - ' . - .. 1. ... .. ;­ . � / � � " I I I 11 .,,�\�5 : . -0 I 0 � ......... � .... ... 7 . .............. 0. .� ..., "I,- _­� �,,�,_ I � I I � I .. I 4_.. . ,- , _. -11, � . . 11 j i 1, w i I � ...... �� . t 1 . - .r- ...., . I .. 1. 1. 1. .. ....... I . . . . , '' _'. � .1 . . i � I I *I# 1. - � � I . . - , _' ,,.I.' . 1 4 ...... 7 ................ :,:J, * , '.'. .'.'. . ... !.,�!".".!. , . I (f) �� - Ft . ,* � * . " . ... / ... �.:.:, . I � I � � I *: I .--.-:,,-.---.�- i. !e. . � I 1\ -.1., . ­�. , - .- i � (A ! - 2� I .1 :3 I I --\\ , . ... . .... * .� I -.-*! .! -�- 5'x5' .. � . ;, �,,� � . , : � ul i - I . I I" ..Offio!#.; ... 0 ....... a..jL . a TREE i, - ,%t, � .............. . ... ....... ... L1_-'.'.% ...... - . . . __.%, / . I I . I . I (o : . Lj_ I - . . .".. ....._ . ....o I i�r�`._ ; - . _-, � . , !_ .�� _,t. 7;,�,' � : I I I ; :1. .1 : ': ,,*� __ d; , I � 0 , "' / I I :: ;--' I .-� 1, UNDE --�k. , , I I .1 .�. �A ! .-.:.-,., ._,-.:-.rt1,!,.--1_:.� ---,,.�,-�2:�r._.] PROPOSED SIDEWALK O' J CHRIS HAR IS 0 r_ ._.__1 - -- I . . I I I ' . I - ­'�.t.", ..... 41, ..... ...... ... " i . . I � %, . ` . ofiPS4619666.60#1doifibso 0 ... *.if . . . � . I I � - . i .......... .. . X I I . I .V . I I ­ � I . I I I � --I 1. I � I I . I I I . q-0, I I . . ....... I . I . - 1, W. . , or ,\ ... .. 1. I ........... . � ........ I :` , , ,,�. 94859 1: -0 I ,-;mm - I I I I I * I .... .. .. .... . / I � . - � , c') '�� 0 � I .`,�,:,.-.t. _ '-','-'-'-'-','-DETEN ON' . . - , , I L NOTES .,�.. RG DUN) * * ­ - - - -* i � .."-' i ..... . ­ :1"�.,t.,t.t,.; .. -, r_ .i_,."i Q)-- �.:�;�:-,.`� �11 - ./ ...... 4 - - ./'.'.'.'-' 1-: GENERA _ . �_ - , I-- - i - - . ..... I I I , I � :tl_ I- I . ` �� '-/-'-*"*'%/ .......... 4 - ...'.............. .... ......... I . 322,359 TOTAL GSF 29� " .... I - I WEI I (TV.) -�.-'��!*.`,' ..... THE STACK �--��,�-,.--'--`� 6.�' """""'' , r *.1--:` �­;. - . I I � . , _. __ ....... VAUI T. . / I i . , - * _ I " t_, --,-T - ..... /-..... .... , ...... 1. .... - . .. . . . � I . i I I . -4 . 3- � _,.- " -, .;�� - - I i � . I , � � _.. i ...... � I 1. ; I . -W . -../ Pv � . � " - - :: ... *.,.,.* ........... I ....... *.,.,. I *. *. *.,.,. .,.,. *.,. . / : I . ! . . ; ; -.- sr --9, .1 . - . �,;'....;. ��-,-tl` I I I : 3 . .:�.i..;. � � I : I - . . I � . -, \ ; ., , ­* 3 1 // � I I FF=338.75 � I 1 1 1 i ! I . PROPOSED WATER LINE . .. � o..j ..*;;Ao 0 � , 1", I ......../.,.*.*,...,.,.*.............-.�........,......- .....-... ... : . .� � I I I , 1 1 1 � I I . , �, _ I I I i i : I I _F; I m;, ...... . ....... I I ............ .... � .... � � A, � I . � . 11 I . .� . "'i . ..... . / I � I I � I . PROPOSED SANITARY SEWER LINE . I . I � I . .. .... 4 . ........ I / . . I 11 I . . ENCY MANAGEMENT AGENCY FIRM MAP NO. 48041 C01 44C, � I % - . ........... HEIGHT=62 , I I i i - ­ _­_ 1. ACCORDING FEDERAL EMERG . � " * � �::: .'.�.'.'.*.'.* ....... .. : -.1 vl:, ..., ...... . 0 .... : . - - - - I i . . 1: . :Z��. �, .-':� I 1. ! I �.;., _ - I � .� ...'.. ........ r. . V. % *.,.,. *. '. *.,. *. *.,. . 11:) .... I ........ *."*. - _� I I � � I I . r 1 .. . I I � . I . , � . - I LIGHT .i �:* . . . I .............................. ......... .. �.. 1-1_11_1-,__-f.1 I EFFEC11VE JULY 2, 1992, THIS LAND DOES NOT CONTAIN AREAS DESIGNATED AS FLOOD _____ I - ... lit I . I � . I I . - ... I I ­ ; I . I � -_ 4. i .."! I . I - - . I . . . I . ­ ­, I i n- i ­ PLAIN. I I � . . .. ., I � ..1. ­ I � I c In I � 1 7 '�-"';" ................ *. / 189)288 SF RESIDENTIAL i I � .. 11 � �z ­_ I._ ___-- . - . � Q) -"!",` 11 . ......... ! .... _� . E 01 I I .............. ......................... � I I I I ­.­.�­ I i � . I D TYP 1-`1.*:1 ........... ... .. 1. . ,_ I I I � - - " .1 . " I-. I �� J � I POLE ...t­.;t� -,',�-,� . ­­­­ , .... *­ .... * ... ** ... ­ ­ * , I I � . . - _ - I "/'.* , , .......... , ,.,.,.,. . *.,.,.% / . . . � . . I- 2. BEARING SYSTEM SHOWN HEREON IS BASED ON GRID NORTH AS ESTABLISHED FROM GPS i I u I., . . . ............'... I.......... . . . . . . I . ........I ......... I I I I � � I I PROP. 8" SANITARY SEWER - - - : . i i .1 i . I i , EXISTING WATER VALVE 0 \ 50.0' PUBLIC , I '.'.'.':'.'. � ............ ,.%,.,.,.,. , , , * , , * , , ..... I I / . I _. , OBSERVATION. I I - I - -a \7.:,,)�,�!..;!t�-,-,.- ..................... ... ___ . . . . � . . .� I I : � . " � . . I . I I ­. . , .11 : - 3. P.U.E. - PUBLIC UTILITY EASEMENT. 1 -6- 1 � . .. , ­ I .................... .... .... ... � .... .. -- - . I /, .(PRIVATE) - .. . : . T 1 . i -1 �z, - . .. �� w ­­ �,�k ��-4 ... . . .... .......... � ........... . . ! I ACCESS EASEN .t-,.:---Itt�-. -1 . I ...... ........ __ / � I .. ­ ­ ,:. . � I . . �_'­ - ...., EXISTING FIRE HYDRANT 7� i -, - _- .0 - _ 'I ............ 1. 1. I......%* ..... ........ . . .: � � I , , 1 4. BUILDING SETBACK LINES PER CITY OF COLLEGE STATION U.D.O. . .,4 1 ! _ - :� I VOL 44k 51HU 1 �,,:-1711 . . .... ... %.,.%,.,X.,.,.% �:`,�!r_,`A--,_. � I I . I ". : ; I "'. - -,- ....... � � [ ! I ! - , .- .1 � .;:,-, .71 .... * * . . � I : '. t-��.,-, I, -Li I � ; - 1* 1. .... _,`­i,i I . .. ,.. 5 ._��.-,..[�, ED EXISTING WATER METER : , ". - . , .1 I ", .:.:-:1�:6,:-!- " .*. LL ... I - -� .. . � . . I. .�:...� :,. : 5. . SUBJECT PROPERTY IS CURRENTLY ZONED NG -2. : I � ­­ / : �._.!,,_.� � .. � J I I � I / g ..-, tt I '.'. r.--'.'.'.'.' -26.9"- - . , � I . I i I I : c,11", . ...... . . . . . I I � . t. � I �."..�;; �_.,. - I � . I .... . . � �. 1". i � i RIFY THE EXACT LOCATION OF . . ..... . I . � 0 . \_ _ ji, ............. I!,... ). � . . . .. . . .._f.. .�.y , * ­ 1 _ 1, . I I 1. I I ,.. , � 1 �z " ��,, .... 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VE I � i.'Y m P 1 ... (Pq�-, ..... I � . :�! c -_ I n / 11 �-_`-�, ( ,..? . 1. (ty ). , ) � . 1� 1�' I .... .. ... ! .4... , . . I I .. I. " I I . _17 Q) .'� ..; - I ., I 11 :. xl:�;J, ::,! li,�: I i ALL EXISTING UTILITIES, EITHER UNDERGROUND OR AERIAL, PRIOR TO CONSTRUCTION. PROPOSED MANHOLE . I .............. - ....11 ...... � .. .... I/ PROP; 6" FIRE, , . . -, i u I I / ... ,�,­, I - - ./- � ....... , , 1.� I I I . .1 i, . 1-- c i I \ I 4_1-_ :-- It";, ... . . . . . . . . . . . . . . ................. ...'..... . 7. CONSTRUCT ALL PARKING AND DRIVES AS PER DETAIL ST1-07 OF THE LATEST S -CS - - '< :�� � I I 0 .- 1 %V.7...... . ..... . �- I , -n , _ , 11, � , , . � ,/ . I = 0 .T­ti!,;.� � -,� . , 1 ,7�-.1-1-_ . / : 1, I I WATER SERVICE �mm � ;��, *..,.' I 11 � � � 0 Q0 - 1t:.7`t"A,.-,.1 1 I . . . " - � - , � - - " I- i - . .; -ANDARD STREET DETAILS. I p - I , ) / -, �- .... a .... . � ...... /. ai ­ - � . - � .. - ., �, . . PROPOSED DOMESTIC WATER, METER t±5 0 - I 1�.t:,,�..%'-`-, . .......... ..1. .- I I , � . ­_ S, � I I .. I L � 11, I !!�-, ., e. - .- 1�6 - [ -, 114, , _. . - -­ - � .-.. -: - -_ -- . . -1 : , t,_ I ST I FwR CD �_ . , , ­*­* I, I . 11 I - -_ I .1 ­ ­.- I - � �--i` � . . 8. ALL MECHANICAL EQUIPMENT SHALL BE SCR . . h T - OF WAY ___ I -_ i I � - -� - -cl) . � .............. � . - - . I .- . I - 11 � .- . . I I ., I I - it / - I-* , ... ...... ............... . I - ..�:, .. `11 I � . I � ... I ­ � I.. - �_ I � � �_, . I I � .- . . !; 11 tzb I I I . ....... I - ff . . . I � I EENIED FROM VIEW -FROM TH,'.-' '�*G, I I I r - I . . - I . I � I I � I ! : I .. .1 : .. 11 :"; I k_j LJJ . - ............. ''. ­ . I . - ­ . . .1 . I I 1. � 11 I I / � � - . ri .. .. . ; ­­ llml I TION METER 0 L0 F- - I Q) � . ... * r_zwi. FI: I . 1. I . ,. . I I 1. USING OPAQUE MATERIALS THAT ARE PREDOMINANTLY FOUND ON -STRUCTU . PROPOSED IRRIGA >_ I I I � � .'.'. * _LX.'. '. % % , , * v* * , '.., -, .`_1i1;v,i.* I � . � I . . THE PP440RAL,, . .1 I > 0. I �.'.-,� -,_-;-_1`_1 *1 ; I .1 . - '. . - .1 i 1! RE r?'. - -­­? 7--- --- �-- - ,_,f --- _. . cy) < "'t m in I __ , I I I � I I � " - I ... . ... ............. , , ... , _ ._. I � � � �-: it 1 , ;i - , I - I- _�.k�,� - ., �'­' *� �!� � �,::4 :e_. -::: ;:7-, - �', - -, ,_­ -_ . - � ci� (f) 0 , - . . .,. I I � , -.1"... ... _,­� -�-, '­ � ,, -_ - � � >_ � __-,7i.z I I :1 " I . " 4-", ........ .. �._-...-._.-.-.-.*1'�' .... .,. .1: I i_ - 1. � ... ­ -_ . � � .. ­ ... I .... 'DOMc-' .... I .1 I _t� .. �E­_'_6 ­ � , I P I �L-7-_(N, r-) iN : � t, - 4. �1, I � AND SHALL COORDINATE WITH THE BUILDING'S ARCHITECTURE, COLOR, AND §&kE: :; �'-` - z� � 0. I -�-.,_:i-.-;o,.:.;t,'; 111. \ . I . Vz . I I " � I i '! . I ly 1 7!lc t- - .... .. ... ­­ . I . I � ST10 METER : I .i 9. FIRE LANE MARKINGS SHALL CONFORM TO ORDINANCE NO. 2529, CHAPTE I R 6, SECTION 1 (B) , ROPOSED Fif �HYDRANT . 0 ml: .-.b I , -- PROP*.* _�,,.,�' � ­ . � . . 1 4' . : '.. 111. It ! � P � �- ,.,.! !, t! Ld I ...... ... *­ ,�.---�..i�;i I � ­. � � � I ­ .�_ OP. 2" DOMESTIC WATER 1, . �;_ -, 11 I :S (o -It UJ Z 71 y c� I to . . . , ... . '�"�p' � - I..): - � .: ./: . . , . . . . . -, _ � I . . � I . . , _ ._/ Ly, , 1 ;� (10) SUBSECTION 503.3 OF THE CITY OF COLLEGE STATION CODE OF ORUINANCES. _L 0 10 -:;-- _� I . E � : - . , , . ....... lv.�,�,� I . . � PR I - - ,_ I 'v I I co Lo � .1 if I 11 , . I I � 111 - PROPOSED TRANSFORMER _j 0 0 � c .. � -060- .2._ - . /. I I . - I ..,:­:.-,��.­.­ 1f, y . � ; - � ......... .. I .... .., _.- .. : ISO A 10. 100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING DECORATIVE ROCK, OR A PERENIAL � I 0 LIJ a . � i,. . ir � 9 , , _ ". I . . , I . PROP. 2" COMMERCIAL WATER . .t wl ! I ,,, TION .; , ..r. -M, I , ! m7--nd . do 00 ...... ................... ....... .......... . _. , I ,� - i T_ . 0 .... I . ...... .... I _/. �..., -1 __... "....1.1.'e..'.1rv., I .. I .. I � . I GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWALES AND DRAINAGE AREAS, THE PARKING '� � 5' X 5' TREE WELL � . 0 � co . . - . I � . . � :: . - VAUVE � - I . I I (o 0 0 w ........ * , . .7 : �,'4�t,`;"�-' 1 . .1 # <.� m i � 0 , ............ ............. . . . . k - I I ., i � . F I . . ............. * ..... ,". _-� I I . I , I I t, .. - . .. i � . LOT SETBACK, RIGHTS-OF-WAY, AND ADJACENT PROPERTY DISTURBED DUJRING (1) :; � k �, I I I .... I ... � ......... ,t4,,.,,ti!.'., � . I . I 1 2" COMMERCIAL METER �.... � I ".. ��; ;,. . , ....... .. .. ..... � ... .... , " . I I . . I .. . : I ­ _ .1 ­;,�. : I . IN PROPOSED LIGHT POLE � - ....... . __ -:11 . � . 1, I .. ­ �.. - I ! : .. . I w � 11 . I I . , I 1 F: I , \ ....... . . / .......... �`fl .K."', � I I' �p I . :3 I :�;-.`,'--,,�t�,�t -, . . . : .. I CONSTRUCTION. . I I I I 1 "7- -.�e.:;,,Z�.,,".;`,�., ... . x, W.,. *.,.,. . . . . . . . , I I 1. , �' . i .� I I It . 0 -, v.. v ........................... I I . . � I � 2* IRRIGATION. METER - I Of \ .., , , * , , . .... 1. . . . ­.: ... ..-.-A . . I . I . . .., I i I �� 0 ­ 11. IRRIGATION SYSTEM WILL BE PROTECTED BY EITHER A PRESSURE VACUUM BREAKER, A S TE TA SUMMARY TABLE � I . __ ......... � _:�.. _. . . . I . I ,f ......... ................... .... I I . I- I . . I I I I I I . � - 4; � I , _d � t1,,�-.,--,.--.-*,V'�,.� t I I ................... I. / .. .... . I � I I r . . � ! � PRINCIPLE BACK FLOW DEVICE, OR A DOUBLE-CHECK BACK FLOW - � I -- . 1; I I � Q) ­ 1*11 I , I i I I I , � I cy, 11 , v ......... . - .-. .-.- . - .-.-.-.- I . I DEVICE, AND INSTALLED AS PER CITY ORDINANCE 2,394. � � � I I T11) . .... ....... *.* .. .... I / � .... I i I I : �. ­ . . I � . a � - ?'R � . I ......... ................ - I � .. .... . . . I - . I I � a , �� \ \ _IL0 .��. '�-­.­ - \ ... . � --- ­ !� I I I . . ­ . � . ........ i I . ; 12. ALL BACK FLOW DEVICES WILL BE INSTALLED AND TESTED UPON INSTALLATION AS PER CITY I � i .. . .... ....... '' --,- .. � i I I , . � - : �, .... . : c QT ,� z�­,�;;; :..:. I .... ..... _ 'I � . . � .. � � \" - .-..,.;. �­. I . .,.,. %,.,; , /. . . . .,.,.*.*. , , j ::i.,'". _.!; . I .......... , . ! I I ORDINANCE 2394. 1 ZON NG -2 1 - -, :.,. _L , . � .� . . . i I I I � I' & ,to .ti�._.. ... * 1� .... .. I ..... ­ ­ * ... � I ............. c � NG . ­ I I i -** ; . � . . CL I � I I.. - I I . \ 1\ N I- ........... ............. e .. .... , . '. I I . I . I . ......... I . ta 13. ALL SOLID WASTE CONTAINERS ARE REQUIRED TO BE SCREENED FROM tFIE RIGHT-OF-WAY PRC DORMITORY (209 UNITS) I I � I (1) ': ....... ... :..j ...... � . ,:. . ! . . . I I . i , i . 0 L'� I - / ,-I),.: / ... O.- ....L........ r" -.-x.,.*.% 6 I I I I � . .1 . PROP. 2":IRRIGATION WATER . ... .......... .11 . :'. . AND ALL ADJACENT PROPERTIES BY A SIX FOOT HIGH OPAQUE SCREEN. I I - . � 11 \ ILO ..... / ...... M* - - ­ �'.` I . 3: 1:7 � .... . ��;%,.,. � � � I . . ..... . !... , I I \ \ . ........... _�, I .r. � . � .... ... -i. I i , .... , ` _* �;' I I � . /V1 � GRC 3S ACREAGE 3.049 AC. 32,830 Sq. Ft.) . � i . ..... 1;4 I * I * I I * * I - .1 .. .... . �. .,�Z' I . I , t . .... --.'.,- -. I ... 14. ALL SIGNS ARE PERMITTED SEPARATELY. ..... 11, , :t 1� _� .­ I . I � ( - . .... _.... � . 1. I : � ;.Ir.- .... . ; . .... ... . _. _ �. , � PROP. 35' P.U.E. - i4, i, I � I .... ; I , I ; \ \ ­. .. .,. � . . .- * ...... -::�:�:-f ; . � I � � * !" .. . : *., - 15. ALL DIMENSIONS SHOWN ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED.' I � .-�.�r.t', -_ �� : _r_ � . u '.._ , 1". � . . I : ­ i ; \ . -1. . . , ... _.­ � .... � .. .. .... � . � . . I ... �;*;.4.'�, .i*i t� ., - , , I . VOL. -/PG. - 0 . . ACREAGE 3.049, AC. (132,830 Sq. Ft.) DEVELOPED I 1 �.­7­ . .... _."...., , '. -, . _� .... ....... I .. .... ,t-,'. ... , .., I . - . - ��:��:�:::�::��::. . . *-'.'.'.'.%%1 .... , .. .. . � . . ..... :. TOMDEVELOPE _., _. __ _ . \\ / " ., I � 1 J-. �,.' _,_ \ ...'...... .0 . . . , , . _..._ I I �.. � I . . .... �;.: . I m ; ; I � 16. CURB RETURN RADII ARE 2.0' TO FACE OF CURB UNLESS NOTED OTHERWISE. � . ............ . ..... . ­ ... � � I I . . I . . ,� , , --'. , .) .. .......... . .. ....... .''... � ­ ... ;.!. I . � = I , : 4 .. -, , '' - .� _ . I I . i - - 17. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.10 OF THE DEN 'ITY 1 68.5 DU./Ac, i 39 . I , * .... ; ... !.. I I � , I - � � I . I I �. ........ S.'.'.-.,.*.,.,., . , I I I " _% - � I I I ... :..1. . I � ; \ . I . . , . 'I- . ..* . ....... , ­ ... i � . ! V 7.tl .5- 1. i..; � 1;, ... I i! . ......... . .,.".,.%*.,.'­ . . ___ . _ . � \ ,--.-,t, .. ..... � .., :.\, � ........ I . :.'-�;::"" I � .�, . . . , * : . , , �� - I 0 X_ . _,_ ( __ ,� _ .. \ �, .. .... I . 0 1 1- \\ ., 1V . ''. .............;'. ..... I .. ,. I I . . �, ..... � .... *.'.'. . , . UNIFIED DEVELOPMENT ORDINANCE. THE LIGHT SOURCE SHALL NOT PROJECT BELOW AN � � I . I , 1, . . I ... ... .. o , .... I I . - � I. ,. ;bt . I ­. - J.' � OPAQUE HOUSING AND NO FIXTURE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY. FIXTURES . PAR ,ING � (0.75 SPACE � . = , . ` - I I -:, \' .... � I . I..",-%,. 1.� .. . - \ \ � . . ... I .... 1. �� . �. I _ � .. * � . ... ..... .. � I... . I - N RATIO: z I --*-------\ ,� \�:...� - . I � � . �,:., _. . ; :, I ; '. - I c..-..-----\ ,\ . ...... . . . . : I , . . '... . � . .. , .. ­ , I. . . I 0 , \ \ I i,, I -BARR ..'I. �­-,-,,-,-,-,-,-*-*-, * ­ I I I I 0.,. I I . .. WILL BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF LIGHT DOES NOT � 0.56 SPACES BED I . . I I . .... ... /. 4... '.., .. t : . I � . i I I .2 L-1 . .... o . ............. *.,.,.* I I ­­­ ­' I .1 ,4' , . . I .. I ! I � � 0 . . - �.�:::, �! � . . . � . . ...... I I . CROSS ANY PROPERTY LINE, . < I I \\ I �-*_'-'-V." . FREE. R MP ... ...... 1 1 ­_ I , , ­* , . . ". , a ,:' � . . �� � � I I * * . _,i.-,: I ­. I .. .." � .1. . . , - - I . 11 \1 , . . . . . .�/.*.'.'�*� . ....... :.,.,.,.:x : . -;,. I -0 -1 .... � . . -,-,.' ­.- I I � �.. '. . \ .. .. ... . ........... *.,.,.,.,.,..*.,. �.:� I I I � I . , ... -f� 1 1 1 I 7 t: � _j . . . . . - .. ............. ..... 1 18. ALL PAVED AREAS SHALL HAVE 6" CUBS UNLESS OTHERWISE NOTED. � BEDS .... I N.... . . I ...... I , 6.. I ...... I ...... , I .­ � �. .. . 'i. ` � . I . 1. ll . , . � ..... � . . .......... . I . . I i 0 -, -, -- - 1 .,::(3 :­. .-.'...­ . , , "I T '' ­.* I z . � � . 19. ALL WATER MAINS SHALL BE PVC C-909, ALL SANITARY SEWER MAINS PVC, SDR -26. PAR ,'ING 47 . r_ I . . , . . . . � ...... '. -- -1 -- - x . . . ......... ...... . . �!.__ � I () ... . \ : \ ... ... .. \N' ..,.%,.,.,.,.. .. .. ...... . *-,!.,-, - . .,.,. .'/'.* ............ .... . REQU REID; . , . ....... -,: ..... ,� 1. (47 UNITS) = I ­ ­ - ,- A'. ,a- � I ..� .. - -).-. � , . m,�: - ...... . , . * . , . . ­­ . . - : . 1: . . I (D I . x ........... .............. . r_.' rl: I . __ . . � 4Y,- , . .,�".,.,. . . . Ill I \ \\ I ....... *.,; ....... ......... . -:t:-, . ..- . � .. b. . ,_.� �* ....... �/�' - � ... I ...... ... I ...... ;A >-. . i: I � 20. FIRE SUPPRESSION LINES SHALL HAVE A LOCKABLE LID ON THE ISOLATION VALVE. THE � 2 BEDROOM 139 UNITS) = 278 1 w... . I ....... �. ­-, ___ . . I . ;. - I ............. I .... ............ I ....... / - - - � , -::�!. *!� f- * , ... , t , t , I . . ,­ - ......... ....... .... I TION AS THE AMP CIR USA, LL562 0 1 . ...... __ � . ,< � � . .... /� Ix � a . �_ , ..... ­ I . � _... � I . , . LOCKABLE LID SHALL, AT A MINIMUM SUPPLY PROTEC 3 BE[ 1 UNIT) = 3 1 \ I � \. . . , I / , ''' . . � : )ROOM w I 198.00 a - - . - ... . - � � - . ­ . ... I ........ ; ;�:, � LOCKING LID. ,ALTERNATE LOCKING LIDS SHALL BE APPROVED BY COLLEGE STATON UTILITIES 88 � 0- I . � - � .- � �... I— .'.'.".'�"'.'-'.*.***/'.*.*.'� . ............. 1'� - . _. . � I � I I � . - . ­ I � 1. . ..... . .. . I �, I -i- ­­ . z . DIRECTOR OR HIS DESIGNEE, . TOTAL BEDS* ARKING RATIO, = 416*0.5625 � - i I �. :3 .1 1\ , �::��::V�. --�.�\�-\ .�-�-:""*` .. a -,-: I I � I I ­ .I .. N I 4 BEDROOM 22 UNIT) = I I F- 0 1 ., . I .... SQ FT. -, . I I . I ­___ - , . ............. ../-.".'1.,'-',_. . I................ . ?�. * 1* .- 1q. : , , I � I . i , 4- , - \,.*.*., ...... I . I _­ � ­ . . ........ I - - ­%., . . I ... . :: : .,- � 2 � .F \ . � L� fj_ --- . ,....... � ..: ........... I- .... . I , , 1 - THE STACK AT LEGACY POINT IS PHASE 1 OF A DEVELOPMENT AND SHALL NOT BE I TOTAL REQUIRED PARKING = 234 � U) . 5 I . . A . . ......... ......... O'� .... ... . . I I I � ... . I 7. . �i.l ,: . I . � . I Q) I a I A I ., LIGHT � - � il, 1� ... / . � ... .. .... . A I " . CONSIDERED A STAND ALONE BUILDING PLOT FOR THE PURPOSES OF SIGNAGE, 1. BASED ON DORMITORY STANDARDS I I I ­ .. - . V) I . . .,;,,,o I 1. `-�,tio - " ...... . \ \.'.'' . .,. . . . ... ... . �.. r .:. 0- . I I )r- _�,_' Q ... . < . .... I ....... /.'.'.'.*,q ............. !11� . . f . w I I I - ..\.. RJ1. .1 I . .,��................ � I � I � _. - ................... ... I .... I ; . I � � I .. - � .1. I . � I _ POLE . . - � . .: 1. I_/ ..... . . ! �f.: �� . � I I . 4) . . UP 1�10& __ \. *.'.'.'-. *.,. . . .,. -.%:. .">% ..... , I � I I �1. I , * .... , ....... 11 * , �. ; I . I � � ...... � ­ . , . , . , . I I . . ... I . . ..... ..... - . .0 ! PAR ING PROVIDED. 334 SPACES (INCL. 11 HANDICAP) I ; :5 . - r3l I I ��-- - - I � . .. - - - - - - . I . � . I . \ 17 . . , . �>.. 1. . ......... ..... ... . � 1. . . ­ ..... . � I I \\ i - . I ...... I ... I 1. ... � . 1. %: � ....... . . . - I . / - . 11 . � I . I . I I I I I . i I I t . . �.: \:.:.. '.'. r� ...... * ....... I . � � :_ � ........ '/I%'****"- I - � I I.! ,w� , , OFX . I . I ............ R ...... � I 11 ... k XV <1 . � . . .� I . BUIL ANG AREA: BUILDING: 200,447 S I � . I � I - - - . I ...... 4.. I.. � . . . � : I , I . P \ __ w .............. In ... I I .. .. . . ­ ..... ­.... ..Ir .. ......... V6, ... . -� . : . . � . ... 1. . 1'' ..:,L:j.. I I � . ........ /. IV . ............ Q.... . . i . � I � � .... . .. .�. � .1. .. ... ..... I .. .. - ... . : . � z - . ' . GARAGE: 121,912 SQ FTTOTAL I ! � 1. . ... .­ � . _ ... ........ * . ; : . I I I A � I .1 1. "''.. ... I . . . . -� u ! - I . ., . ... ... . � .. i 0 . � . ... I . , , I . U � TOT, .L BUILDING /REA: . ,,,, V -v ..-.-.--.m;.,.- - - - .,-,-*-,-*-,-,, ­ - , 01 � __ ,t:� 44.- .. -, - - . :,J. . . .'.'.'.'. . . . 04 ... � � . ... I ! q d 2 \ I I c \ to - \\ . I \�\V, ... ........... � � 1, .... .. CONSTRUCTION SEQUENCING NOTES J0.9'.................... . � ­ - . I . I , -I- 0 v ... I I ­ � . , ­ .. .... .... ....... 1. ... I .. . . . . . . .322,359 SQ FT I � i- �o � _�� I \.. I. - . . .*. I . � - I .. . ...... . I : . I � ___ � . I � .. . Q) I (5) (P � _11 .. ,.-. , . . ........ ......... . . ... . -0 \ I - I I .............. I . . 1 6__ . !:, �::, I m . I .... I . ''.., ­ I f- . ) I I . ., I . I i ; 7)j , i �:_11 1. It . I I I i �� I i \�Il I I\\- , I � 11 I I / I -7 - � 11 Z,A I I I -�= ;4Z ? I I k I I if I I : I- I 2f I , '' - I , '' - " 1* ` - " I I\ � I .­ _- I � ....... , ... .. ... - , I X.... I I , � I I .1 - - � � � . 1 !�2 :: � : - BUIL ING CONSTRUCTION: I I Lai-, ...... ; I I TYPE VA WITH FIRE c: \* LIGHT... P. � I . ....,.....*.*.,.,./-,.,-,_,-,_, 1. �'. 1. � �i oi& I � ........ I !_ I 1. CONTRACTOR SHALL CONSTRUCT STORM WATER QUALITY DEVICES PRIO � SPRINKLER SYSTEM =200 447 SQ FT � ,� _- POLE\', -��,',,,,,","�*:7�_'�:,�:;**'�,�::����:� , � I ­ ; - i rz \, \ (� ,- ITW ­` I I � .. I 11. .1.1 I . ............ .._.-:...-.... . _- - . . . . w i . R TO CONSTRUCTION. I . m _� (� . 1;��-i I � � � 1--..., 1. . ...... . ­ . � �� � I ... f .... ....... ......... ! " : I i I � . . \ I ,-\ 0 - . : 1- I /I.,::........ . . LIGHT 2. ALL STORM DRAINAGE UTILITIES INCLUDING. DETENTION SHALL BE COMPLE7-E IN PLACE AND TYPE IA WTH FIRE . I . . 11 I- 1. - 11 . . .:...,. ­ .� . - , FUNCTIONING PRIOR TO PLACEMENT OF ANY IMPERVIOUS COVER. I . M .1 / - I ......... ..... ... .­ , tt I . .. - ... I POLE� I \,-.,-'.- tLl - � � . ... I � � . ;; .�i,: .. I I . � � ... . --; -.... SPRINKLER SYSTEM =1 21,912 SQ FT I i , , � ...`.*- I . ..... � ....... � . ... , ­ : I I I� I. � .., � -.-_.-,. ,: . .1- . 5'x5' TREE ... . � ' V) I 6 \ i ��_..\Ii� ,� I n I _... io I—— I ­ ...... ......... � ... I �: . : . () v_1_ \- � . r -, I " ­ ,/ .. TYP. : , : . Ld I i � I . . . � I - q . I � -:1 ...­ I I I � i . _,�. .... v,�6.. ,/,. � I I I . . I I . � I 1! _. . � I � ,11,1% � I I 0:� � . , . I ___ WELL (TYP.) .. � . . .... ;, ...!­ L. *� I . wt , � ., , . " _�� I /.. \ _t" \ - - I , I . � v) \`�� -1 /� )f;�fl_-_..�v I I . .. > � 5, - z,�._`_ - i " . � . ... '-*.'..'I/-'.% ... ­ ... .. I lo,�� , . I ., . - - - t_ I � 0 1 i -P . ,- .. .-1 - ­ �. . . -- . � I ... - ... - I -I � TRAI IC IMPACT: PER LIDO SECTION 7.12.C.2 A TIA IS IV It 110 � .;..-.., , , I _. .- , 0 . ..'�­:. ��_Irkm�z. . f :,. ..12; - �� - . ­�_:, , , _­ :. : ... .. ... ....... I t , � . . . t;1;,'. .-�,:'�rl i,� ­ 11 " ­ � t '. I .. ... I /0 ; I- I 16 En I \ 10- A- __ . ..7 �­ . � __ � x I . . ;- .- ': v . >f < . NOT REQUIRED FOR THIS SITE � . .... _ , . I � . ; I - 1 70 1 .., 1z ` - - -.1 , 4.�.�,: . _­ � " - - I ... 1;1 _.f�r/ : I 11 Iq - * . ' � .... t ! . . . . . , , . ,­,, . - ..... ��.. jA' ,/ il �- I . I I ­ , i. I I - ;: ­ . . . , o. . . , 'a L � 11 - , " '. ,_ I . ... "')71y'' _' ­' * ' :... -4- ,4- io= � II �1 ,-r,. ,, ,f ,�., � : . 11 � ,j ".. I.V., - ___ � I I . 0 1 _ . � , -1 - 1 1 1 ... .. , , , I 1 4 ,::;z - _� *�_11611.- .; A,, -�L­ !,,t .-. _.- . I . . I . . . - � . . � ; .... . . . � :., � I .. � . I _ r; . il� ..... ....... I �� 2 � .. - � . . . � .. . . . . . . . f . . . . I . 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DETAIL r -_ ,,, _ __ ....- _.......__ ,.. -.-- ..... ­.....­ .. .. ­ �. . ­ .. _.., " ­­­ I .. ;*, �. 1 dz5;6i Q) I I _� 0 _u _.. _.. 11--_/ -- � I 1. . I. . I . : !_ . 1%� . - `.� I SITE PLAN - . :3 " - ')ib I � sr) - - �LL (TYP.) . -u rn m --_,--z, 58. -0 - ., "I. .1 . .. .� � %, . cn < 1) cq :5- -D ----- - ­ - ----- - _,D ---.--------( --- ­ - ------- ------ ---- SD I , '. I , x " 0 > IZ: -.,. . I .- . : . I ­- � I I , I : � I I I N.T.S. - . � ­�. I . . . - . I I 0 1 ' � . . C -,>�, - 'P�E . I I . 'o =� � -� 0 - . I - I . � 6* , I - I ,--', .11, . . � U- _I, � 1, -- im JOH C. tULP`EP -i4,111 D _:_'­' �,� .., > F- w Q "', En 0 .1 -1 -­­­ ­_­ �� -;- I 11 -11 - . � ': 17 . . 9 7 .. \ . . w �r . 4. .CHURCH AVENUE . ., m 0 ., ' " I I ,., . ..9 . . I � ... ... �.. . .. .. . .11 I . . . . I .. . ". .1 . LOT 1-R � . F_., 9 . I , 0 0 1:.� � .. 'aQ �. �. " . I . I.. : - 1. ., � I 'a . I a. M m w Z (.) - / 0 1 1 Z- .. (15.0' PRIVATE DRAINAGE EASEMENT ---' . , . . ., U) < - CIJ _� � r. 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STALWORTH REAL ESTATE SHEET NUMBEIR w in z cn 'o I / . z ­tc ,08 CONTACT.- CHRIS HARRIS, 0� , , I cn < � o � I I . 9 : DETAIL SHEE , CITY OF COLLEGE STATION . . , . I I . . U_ro'.. I .--..---------- � I __� � I . 0 MATCHLINE THIS SHEET � I � . ,,,, _:.� 1. 1700 GEORGE BUSH DR. EAST, SUITE Z'.'40 PIE. I i : 9 1 � � . . .. 11 . . � I I : : 9 ... .. - TEL. No. (97� � 775-9595 � 9 � 'w, S 5 In FE � . .: \ I I __ __ - I . . � . . : 1� '... ., . COLLEGE. STATION, TEXAS 77840 BRAZOS, TEXAS i 1. . � 2 x a. o ,� - - . __ - r_1 . � ��_�_­___,__ .\ 9 : ; I , . , .9. . . � � � , . �. * __ - I �, , I I � I 1, IIIIIIIIIIIIIIIIIIIIII . : I � . . %', �, ", . TEL: (979) 696-1444 FAX NO. (974 775-9599 I - I r-1. I . , ,F'. � C-041 I I -_ I . - � --- � -_ � SUBMITTED 2/15/2012 1 1 I I I . -_ - - - 1! � � . . I � 1. � . I J, 1 " i . . I � /�_! . I . ,,� '' � t "I,-,'.- I i I 1 17. r. , 1). -, � ! I . 1, � __ ­ I - I . . � 9 - I . I -11 � . , .'1..;. %,�*.� I , � �. .:,-:* * . I . I I I . 1 9. ; , (�, MATCHLINE THIS SHEET - t ; : !, " - 1_1 . >_ 11 I �. - - - - �' �T _ ---- - - :__ : - __ : __ __ .. _ ._. - _ __.-- - __ : -- -- E HYDRANT I 0 20' 40, m _ . �-_ -7 _ -- - - -< cn EXIST FIR I - -- - - - - - -_-. 1 ----....-._.. -- ----- p I.111111111111111111 I1\ THE RAMPARTS r o' (1000 GPM) ' ! 4" illillilillillil 11111111111111111 1111m I -_ - -------- 11 VOL. 477, PG. 145 1 -o \ - , ;.::.. _ ! is I I I,', GRAPHIC SCALE 20 uj 1 I \ I' _ i 1 t ;,3 ZONED NG -3 �� ".":"\ Q EXIST. FIRE LANE c� ,' , , I t I 1 I I'. \ I�11I I I ; . PROP. BIKE 1TRASH COMPACTOR _ _ _ _ _ _ ' • \ , I RACKS TYP. 275 ; N 42'00'06"E 351.02' _ _ y_ _ I .I' ' , ( ) AND ENCLOSURE _ _ _ _ - -_ - ------ ----_'_- --__- ._..- I I; , - _ - _ _4�1 _- - - ! ---_ --- -_---.------------- - .--- --- ------ - ! I I ` . 1. % 0ml T, PROP FIRES / �;` ! }: a.'.:I..LdI p:. oo1. 10.5 - 1 II 11 I •:, ( / z - I LANE SIGN �r r.� I : ,• \' } ¢, , -j i I i I O (/ N 61 i I gm. 4.. - PROP. BIKE n -o , ; I _ ,� > o RACK (TYP.) c N I 16 1p . , ,� n TTi I , , / ¢ ` o „ :�% i c I i (: ..20,.' .� ._.342 0 , 5 c c� I n i�` \ i; ``tyre ° LIGHT �n , _, . _. , �. o o i', I \;i yG \ I' / ° I 11 Ii POLE �. I1. -) c z III ! i I �n � % I �_ = TYP. .:':'• :'.' - 3 -i v ; a- to ;, y ,'�•, \ 4 i = c� :. _ _- .� p I I ) J w \ PROJECT SITE O > 2 1 I °• ' °' ( !I BARRIER .'.'.'.'.'... �'. ��.4� .....'.' I �I " U ` p/_ !' / / / i / / i i / i i % /i;; z Y z ,' .'.'FRS':'RAMP:'.'.'.','.'.'. �y .'.'.. , Q \ -� 1 ._.. -� i/ j/ LL L] . , ..:� ��........::::::::::::: .. ....... `'.. .... R / I i , �!' . , z 1 \ \ �'iTj t` 1 - 1:......'..... ,'.....'.'.' �..'.'.':.. s,'.,...;._.:E.'..: .,.,:,9 I I' ! w r L'i EX. ROW \ \ r o "� �P 0 ... ... oti ...... �'.... , 'd : I �Yc �' do ( \ Z 4 4`E �tJ� v � rn .i I -H -H `' (��'•................. ::::::::.... .I::::.:.. .I co T T \ I -ff U N \ \ rn ,� E a It It I. .. ',il BARRIER' ....:.'.'. , .....'..... ) • 6 I I ! i' _ I \ \ /�- FL I o °� p U r o I ii Z :I ...'•FREE•' MP:'.'...............'.'.....'.T.'..... I �, I !' C i ~ 't. \ \ ��k. _ v L, (M � s � LIGHT.. ' :. , ....'.'.'.'.'.'.'.�'.'.'.'".'.'.'.'.'.'. ' i uj oW o rn ;.' - _ U {a ..... 43 ..: ............ L....�. .. `. Y ' __ --- (/7 Z -N z CX POLE r �`' • ,� -.'.'.'.... . , ..... I • o x z -_ - . .. C • TYP:... .Q...... , .. , �........ I I 00 �, ! - w O I I o� r ¢o A . �' c w FIRE HYDRANT .%' I.�, � w I a o (1QOQ..GPh1).• -, I SE�,EN T CCf z z � to >- N �` ..'.'.'.'.'.'.'.'.'.' .�.'.'.'. i I PSE MSN z J is \ , a I �r I I .'-!'I.'.'.'.'.'.'.'.'.'.', ... : ....... ,80.00 , crn ( - .' '.'.'.'.'.'.' j.'.'.'.'.'.(.'.:.:............:.SQ.--FT.......... ( '(� '(E G w r 0 I _ 4 r i ....... I �'-`-PROP.;UNDERG OUND\QIP` PRP �P \ t- . m r s' ELECTRIC COUNDUIT p Q SEp �-- VICINITY MAP �, co / .. PROP. 15' P.U.E. .I. 0 0 JO \ M w r _-..._11 , ) 1 :.._..:....;'...;.......:'. VOL... .,.. /PG. ... T .'.'.'.'.'.'.'..... , . N \ 1 5.0'. P:U.E \ \ T N � ��i %� $ I .... •,:.'.'."�9 .00............26 5•'.'.'.'..I,' \ I _ VOL T /PG 1 \ \> L' GEN N.T.S. N Q w 11 �.'. . ;; �i o .n j I ; �� / I ; (, \ \\ -_ EXISTING WATER LINE O LIGHT , /*I �.'.'.'.','.'.-........:..'.'..'. \ � \ (I %/ POLE j ..... ,�....................,.. .... I I �, i \ - - --- cns - EXISTING GAS LINE °_ Iu . P.U.E. VARIES IYp• I • • .;,��. 26.0: '- / \ _ ..''...' oI VOL _/PG _ '.'.' ..'.'.'.'...'.'.;.'.'......'.FIRE......'..... / \ I . v \\ \ ----- OHp ------ EXISTING OVERHEAD POWER LINE -0 ..'.'L'AN`E.. I 4 .. .. I- _ ° 1 1 oo ; ; \ c PROP. UNDERGROUND j ...............:.... I i \ _- ° ' ELECTRIC COUNDUIT 5; =......../•.'.','..............•.....',...... , ... ' . , ...... / I \ EXISTING EASEMENT E OF TF�,.OI '.'.'........'.'..'..' ' I 300 EXISTING CONTOURS �.`P� ... kq i� I \ �r •- e o A I ........ f. ...... .... ... .. I / \''', i I V I I M Q I \/ �/ �,. . .. '..'• I 11 , " I PROP. FIRE 1 ' �'.. '..._..'... w \ .. • .. , \ ; 1 - PROPOSED PAVEMENT "' I LANE SIGN ia' I I • i to :...! 1.'� ............ l (i 4 ,_. _ - PROPOSED SIDEWALK �..�:•CHRIS.HARtiS e t I 5x5 TREE I I ............... �.......... / I I I I -, j I. ......® / THE STACK I . °CEN GENE RAL NOTES 299 PROPOSED CONTOURS `�o•, 94859.® WELL (TYPC..) I .... , .... UNDER.G OUN I I r j� , ......� �ETEN oN... . .......... ( i 322 359 TOTAL GSF I x '••••........w.•�` 3 `\ :':':'.':. VAU T ::' i I L.I• I w I PROPOSED WATER LINE ON 1.�``- �� .........'...............•....'.'.'.'.'.'..'.'.'.'..'.'.'..'.'.'.'.'..'.'. FF=338.75 i I ' i PROPOSED SANITARY SEWER LINE 11 I -_ ° I - �' ( �, - •• • • - ,II ; c�� 1. ACCORDING FEDERAL EMERGENCY MANAGEMENT AGENCY FIRM MAP NO. 48041CO144C, ...�. I �Q HEIGHT=62 I iM EFFECTIVE JULY 2, 1992, THIS LAND DOES NOT CONTAIN AREAS DESIGNATED AS FLOOD - - - - - - PROPOSED EASEMENT " 3 I LIGHT I ...:.'.'.'.'.'.'.'.'.'...'.'.'.'.'.'.'.'.'.'.'.'.'.., .b ..'...................... i ; , �, PLAIN. . 1 POLE ! •' /•'•'•'•'•'•'•'•'•'•'• • • • • • • • • • • ( ! 89 288 SF RESIDENTIAL 4 I y - - 2. BEARING SYSTEM SHOWN HEREON IS BASED ON GRID NORTH AS ESTABLISHED FROM GPS ,j m EXISTING WATER VALVE E I / ' ; " ( I i ; I OBSERVATION, d EXISTING FIRE HYDRANT44 'Z`j' \ TYP. I , ............ PROP. 8 SANITARY SEWER , , o I 50.0 PUBLIC (, ........ . . . ...............'. I i (PRIVATE) ( ; '1. ' ! 3. P.U.E. -PUBLIC UTILITY EASEMENT. ° ACCESS EASEME '.'.. • - .. • . i L , : 4. BUILDING SETBACK LINES PER CITY OF COLLEGE STATION U.D.O. ®; EXISTING WATER METER N ....... I.... ...... .... ... ..... . . .. . LI. 5. SUBJECT PROPERTY IS CURRENTLY ZONED NG -2. ! /VOL 44i 5/P I i$.0 • . . •26.0• • • • • X8.0• • • • • q I I i 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXACT LOCATION OF I' SI PROPOSED MANHOLE � N U = o w,:• . • �� » ALL EXISTING UTILITIES, EITHER UNDERGROUND OR AERIAL, PRIOR TO CONSTRUCTION. U o p Y �, I r� � i - • • -{ • • • •) • •( • ' • ') i' PROP. 6 FIRE I ! ' ' h 7. CONSTRUCT ALL PARKING AND DRIVES AS PER DETAIL ST1-07 OF THE LATEST B -CS ® PROPOSED DOMESTIC WATER METER o O = ..... ... ; \ j / I i) - WATER SERVICE �, ! I; STANDARD STREET DETAILS. I p o w ................ ° ........... .... - • :..................'.'.'.'.'......':' of t i` 8. ALL MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW FROM THE RIGHT OF WAY TM PROPOSED IRRIGATION METER `� ~ -1- cn m > . _ Y _ -- - _ _ I I - - - Q._ �, _ - _ _ . _ _ - - _ t _ -_ - _ - > - _ _ . -- - _ _ _ , n Q I - S AT ARE PREDOMINANTLY FOUND ON THE PFki NCiPAL STRUCTURE __ c�T --- .- USING OPAQUE 'MATERIAL TH nI , O I._ ..�, o m i 1 o I I I I NT (0 - , , -,.=: I L ( I . S LE. PROPOSED FIRE w _ •, AND SHALL COORDINATE WITH THE BUILDINGS ARCHITECTURE, COLOR, AND CA Q w CL .�.... . i• I 0 d w z Z Y ° ' s 4" DOMESTIC METER =` (,;:, I "� 9. FIRE LANE MARKINGS SHALL CONFORM TO ORDINANCE NO. 2529, CHAPTER 6 SECTION 1 (B) Q PROPOSED TRANSFORMER z o o w CL i r l r :, 1 { .r I , i cn ¢ w I i /� E � I ci '9 PROR'.'• KE• • • • • • PROP 2" DOMESTIC WATER (10) SUBSECTION 503.3 OF THE CITY OF COLLEGE STATION CODE OF ORDINANCES. v w r _ � 1r �I I I"..�.... .. " \ s ISO' TION 10. 100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING DECORATIVE ROCK, OR A PERENIAL j: 5' X 5' TREE WELL �' i o t ct' , •RACKS ! i T c ( j o I k r , g ....... �... '•'. • )'• • • • PROP. 2 COMMERCIAL WATER -t" A '� GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWALES AND DRAINAGE AREAS, THE PARKING i ; 00 f n I " \ I V +`, LOT SETBACK, RIGHTS-OF-WAY, AND ADJACENT PROPERTY DISTURBED DURING m PROPOSED LIGHT POLE ... ° 1 , 2 COMMERCIAL METER <. I I I9\ CONSTRUCTION. 0 i I\ 1 ' :.....'. '....'..'.'.'.J'.'.'.'.'......:': 11. IRRIGATION SYSTEM WILL BE PROTECTED BY EITHER A PRESSURE VACUUM BREAKER, A TE D TA SUM MARY TABLE �`: fL� • • _ _ , • • , • 2 IRRIGATION METER I ! p ... .. .. I f .t,�' ` !' ® ' ; REDUCED PRESSURE PRINCIPLE BACK FLOW DEVICE, OR A DOUBLE-CHECK BACK FLOW' v 44- " ' DEVICE, AND INSTALLED AS PER CITY ORDINANCE 2394. 4) I �, . � I - , 2 I I • / ...,...,. .•, l'. ; I ; : i, 12. ALL BACK FLOW DEVICES WILL BE INSTALLED AND TESTED UPON INSTALLATION AS PER CITY Z G NG -2 ° I ,t \ " , m :'.'.'.'.'.'.'.'.' , :.. '.'.' - I ,: = ORDINANCE 2394. 1 co 1 ' 13. ALL SOLID WASTE CONTAINERS ARE REQUIRED TO BE SCREENED FROM THE RIGHT-OF-WAY 0 IN a I \ `` w .......... ...................... PR POSED USE DORMITORY (209 UNITS) �, , O \ .'.'.'O••' '.'.'.' ' ' ' ' ' ' ' ' ' ' '.' PROP. 2" IRRIGATION WATER AND ALL ADJACENT PROPERTIES BY A SIX FOOT HIGH OPAQUE SCREEN. GR SS ACREAGE 3.049 AC. (132,830 Sq. Ft.) ° 1 �� <' It. . <:: i:'.'.'.'.'.".'.'.'i>`.'.'.'.'.'.'.'.'.".'.' 14. ALL SIGNS ARE PERMITTED SEPARATELY. 3 1 " co / r 15 1 ............... ` Z .. ' ' ' PROP. 35' P.U.E. ' ' 'I ; Y 15. ALL DIMENSIONS SHOWN ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED. TO L DEVELOP D ACREAGE 3.049 AC. 132,830 S Ft. DEVELOPED q ) - \ O \ ' VOL /PG. " 16. CURB RETURN RADII ARE 2.0' TO FACE OF CURB UNLESS NOTED OTHER\VISE � \\ _',. \ �.','.'.'.'.'.'.'.'.'.' '.'.'.'. ..'.'.'.'.... '.'.'.. I - .. T HOARDS OF SECTION 7.10 OF THE DE SITY 68.5 DU./AC. s I ` ) 17. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE S A 3 ! \ JS r\ S R ' ' ' ' ' ' . ' ' ' ' ' ' ' ' ' ' - �'R ` .:. • • • �` • • ' ' . • •-' ' ' ' . ' UNIFIED DEVELOPMENT ORDINANCE. THE LIGHT SOURCE SHALL NOT PROJECT BELOW AN Z 1 "= \:= - " ' ' ' ' • � • • I ?S.:' ' +i " OPAQUE HOUSING AND NO FIXTURE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY. FIXTURES PA KING RAT10: (0.75 SPACES/BED)*(0.75 FOR NG -2)= - �.�: 0 o --- 0.56 SPAC \ �� ' ' '�0' ','.'.'.'.'.f.'.' . yL��i== : I' .. WILLQBE MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF LIGHT DOES NOT ES/BED ° - - -- \ ` \.'.','. ..': .:... :...... ,. ' '.'.'.'.'.'.'.'.'.'.'.'.'. O..... .:'.'.' �..:'......'.'. �'.,:'. ; • CROSS ANY PROPERTY LINE. "' L�_____­­ \ \ .. i \.... ` . 13ARRIEt? ............ . . I �- .... �. - . �Cli / . ; ; VE 6" C BEDS 0- ° \ \ FREE'.f2 MP.'.' ............ . - 'r;' / `' ... '. • ' ' ; ! 18. ALL PAVED AREAS SHALL HA UBS UNLESS OTHERWISE NOTED B DROOM 47 UNITS = 47 ° \ �, �'.'.'....'.'. '. \ . _'.'........................... �. �. _ PA KING REQUIRED: 1 E ( ) - / ,�i, ; `Q 19. ALL WATER MAINS SHALL BE PVC C-909, ALL SANITARY SEWER MAINS PVC, SDR 26. 2 BEDROOM 139 UNITS) 78 0rz �, R-.• , • , , , • , , • • .;.�, 20. FIRE SUPPRESSION LINES SHALL HAVE A LOCKABLE LID ON THE ISOLATION VALVE. THE = 3 W \ _ _ 5 h• - `...'.........../..'.'.'.':......... >- 3 BEDROOM 1 UNIT) , N \ T..... .\ . ............ ...... . ....... - ' ' V .,..... , .. - 4� '.:........ �, LOCKABLE LID SHALL, AT A MINIMUM SUPPLY PROTECTION AS THE AMP OR USA, LL562 4 BEDROOM 22 UNIT) = 88 0- \\ ' \•', '.......... • • .. -:' / ........ . ........ �. .' Sj T- r LOCKING LID. -ALTERNATE LOCKING LIDS SHALL BE APPROVED BY COLLEGE STATION UTILITIES TOTAL BEDS* ARKING RATIO = 416*0.5625 \ r S \' ' ' ' \ 198.00I. a _ �.'.'.' '.� ..'.'.'.'.'.'.'.'.'' . z DIRECTOR OR HIS DESIGNEE. I TOTAL REQUIRED PARKING = 234 0.S ....Q . ...... `� / < I 0 IS PHASE 1 OF A DEVELOPMENT AND SHALL NOT BE \ .. - - '" , 0 .......... / Q :/ � 21. THE STACK AT LEGACY P INT BASED ON DORMITORY STAND RDS i \ JG \:: ••:•:•:-:-;-:-:-; .... /... •.11 �� i : , ` I CONSIDERED A STAND ALONE BUILDING PLOT FOR THE PURPOSES OF SIGNAGE. \ \ \'..: .... + ............ FLIGHT 73; .��'� .'.'...... o.$ PA KING PROVID D: 334 SPACES (INCL. 11 HANDICAP) N in s e.'. :...1, . .. �`�''' . ":..'.'.'.'.'.'.'.':'. '.'.': POLEl1'.':Q��e.'.'.'.'.'.'.'.'.'.'.'p, _ 0 O � i /� X 'm 447 SQ FT TOTAL •\ • TYP. / BU DING AREA: BUILDING: 200, \ 6- b¢ p •r'.' '.'L :':✓. .' '............................ '... - ...','.'.'.'.'.. ' '!r . '.'.'.' i, '.'Q` : w• o GARAGE: 121,912 SQ FT TOTAL .. o �* n \\ 1 \.'.'.'.'.' J. o.'.' 0.. BS.., / \ y I .\. ...... �. �....... 'n .... ". �o. '.':':':':':':':' 0 CONSTRUCTION SEQUENCING NOTES 12 M .................N /...:. b ....... /.. - ,w zo TO AL BUILDING AREA: 322,359 SQ FT a ... M.'.'. ,'.'.'.'.'.'.'.'.'.'.'.'.'.'.. . \ co \\ I \�90- \ .�..'. .'..... ( ..' / i I .- v S CT10N 0 \.' .....!. , .'.'...'.�,.'.:................ 'TYPE VA WITH FIRE i ° 2 O I \t.'.'.'....'... .'30.6 . 6 L �; .........'../.'. t �- f .' t_ -DING SPR NK ER SYSTEM =200,447 SQ FT % ............... Q) \ - \ O �� :'.'.'...'. ' ' ' .S ". x I 1. CONTRACTOR SHALL CONSTRUCT STORM WATER QUALITY DEVICES PRIOR TO CONSTRUCTION. BU D CONSTRUCTION: c �J\\ \ W 1LIGHt��^:- r.'.'. w 2. ALL STORM DRAINAGE UTILITIES INCLUDING DETENTION SHALL BE COMPLETE IN PLACE AND TYPE IA WITH FIRE \ u► IPOL-... \ /.... LIGHT . r U' - ' ' ' •` -. FUNCTIONING PRIOR TO PLACEMENT OF ANY IMPERVIOUS COVER. SPRINKLER SYSTEM =121,912 SQ FT N 1 1\ 0 X i �'• ....,'.'.. , ,•'. ... POLE ( � 0 y \ _ 5x5 TREE /. . TYP, w TR FIC IMPACT: PER UDO SECTION 7.12.C.2 A TIA IS •- -. / \ � \ O ( ` WELL (TYP.) / '. :b N) / q 6710 J C) NOT REQUIRED FOR THIS SITE.cp \ cn � \��� `t �_ oCF "Q O IJ' , _ N h.. I, X k. I t o , �0� t r. _ i ,r. ... ....... _ NQS �fr► I '�' �..�,� \ I\ ��� _ I i I I ` - k .'.': >%l.' :'.':':':. ...':... •o'. ,o�FMF = , Q N ca ,,1. �- - NT . L� rn �z (fix) °ci 1 \ co ; i I = 'HCJ'/'.''.'..' ........ , \ I. d L� LL ' BARRIER /.'.'.. L O A I I w o w w � � 0) ..�► .�- ....... ..--... ...... .. I ( z X \\ 'I' I x I _ I FREE RAMP ...... < •!iF IL o METER TYPE . WATER DEMANDS MIN AVG. GPM MAX WATER METER SIZE SANITARY SEWER LOADING (GAL/DAY) DOMESTIC 160 240 380 4" 20,800 COMMERCIAL 1.0 30 80 2" 3330 I. IRRIGATION 1.0 15.0 20 2" N/A BII PARKING R QUIRED: 1 PER DU(RES); NO MORE THAN 20 IN BI PARKING P OMDED: . 162 SPACES N0.4 BARS M ON 18" O.C.E.W. 3,500 PSI CONC �+- 1 ` - I CL @ 28 DAYS SAINT MARY CATHOLIC CHURCH 4 �0` ) , '4' -," - ? ! w I_ N r T 0 c I \ , I _ O.'.. / '{N) t . \ AC ( I _ CLU d X ° THE LOT 2P RAMPARTS 1 iy ' r II_ I I II. R ,{ .'.....:......... ........... ...14........ / w', , D c = .' :a e .. . A " ;I FIRST FLOOII w2' C j .%,. .L. ' - (��„� •�• .�... . . . .�Q. ... .'. / �S' �I ; ¢-:, ,i U E- n io .. _ �••' •. a VOL 4512. PG. 277 I; �.. PROP. BIKE / . 2 0" ' ' ' ' " EXIST. FIRE HYDRANT 3 24 O = #4 BARS X I a � : I 5,550 SF COMMERCIAL 15 0 _ ZONED NG -2 I ; _1 II 1 I ; RACKS (TYP.) Q.::.' I 6„ „ - 3/4" X 18" S PROP 2"COMMERCIAL `i - -� i it J-- I LIGHT: L Gj j (1000 GPM) oo MOOT i`�•'� \`` \�''\ x I PE bP. FIRE R DOWELS , LL v i H SION ' 90 BEND \,i` `-i`i POLE �; 1. „ E . \i ''! w y 0 LANE SIGN / I � : X 4" PROP 2 COMMERCI 4' 90 BEND �.� --� "' a - ii I1; TYP. .!..''. w! NOTEN M TER �`'.`�\\\` ( j (� Ir c t I I �- I. ht� t4 . , , . 3" 5„ SUPPLY LINE 1- . I- 5'x5' TREE I ' I I DOMESTIC i. ��4.R EXPANSION JOINTS IN MES a, I I ; :,. I. :. r - - - - - PROP 4' 0 t.. .,,..: I- • ,,::_... ...:_ ::,,.-. .,..,_-, .; _ .. -• .r ... .... _ ... -, I CURB &GUTTER SHALL PROP 2 - 9 a WELL (TYP.) , ,: I: ,...,. VARIABLE PRIVATE DRAINAGE EASEMENT _ _. __ _ : -_ _ _ . -- >-- -.. - _-. _.. _ „ METER TYPE A HYDRATED LIME STABILIZED m I ; _ sS,' �_ --:; .- -�> -..:f: ,.. , .... ... (. , 12 4" IRR.METER o K w ,n I I ,I . / 8: 5 xi;:<, LIGHT < I, 1 3. BE SPACED ATA SUBGRADE. STABILIZED AT 6 /° PER 1 , p , I -1 BY SEPARATE_ INSTRUMENT I ", p �: 'FnS I:I I , PROP. FIRE / , •8� yt Q POLE i , 6 7 MAXIMU I ( DRY UNIT WEIGHT COMPACT TO ,, - LANE SIGN FDC -- ,... •�• M DISTANCE OF _ 95% MAX DRY DENSITY AT -1% TO X o I i w f �, / T ;- VOL __-� PG _ �� ' _ o i m ° 60 APART AND AT ALL WM • EX :12".'WA R Q o RADIUS POINTS. P.T.'S ) +3% OF OPTIMUM MOISTURE �' . - - _ _ _ c CJt L , .. ,�. I' 0 g" 3" „ „ WM I -. ' :. „ mi LU i• . I'!' ,1 �" T AND P.C. S TYPE ' B CONTENT PER STANDARD PROCTOR ° , '+ _ `� . N j o 32 1° `L PROP 2 8 1 I /', -/ �t + - " CONTACTION JOINTS IN i I COMPACTION TEST ASTM D69 . a n U � 1 !` o O - -•. - - - - - - d s 3 -p C ! 28 -DAY CONCRETE IRR._7 ry 4" 1..� 3 Q -- n w M ¢ 0- / O 0....:...... _ - �. 3, STRENGTH - 4000 psT CURB & GUTTER SHALL I ,.-;t -.::.... _ _ 0 ' SUPPLY N I _ _....-,.. , co . _ \ _.:..... _ ... - - - - - „ I " R SECTION x m T - - ---. - - _ - _ BE SPACED ATAA REGULAR DUTY CONCRETE i ;, � ,_.-�-------- _ ::........:. . .,. _ ,,� _ _um.. i; _.-_.._ - - LINE 2 90 BEND I N c o - - - -1 N - w - L _ _ _.-_ _ _. 72.8 ° „ °, o v i/_._- c :..:,:.. ' .:-::_ - :..: _.i_.:- _ MAXIMUM DISTANCE OF PRO 4 DOMESTIC . ! ;r _ - ,.: - - - - - - -- - - -- r TYPICAL COMBINED N.T.S. (A _.. - -- -- - _:: _ _ - - - - - -- 0 APAR . - _ _,.- N _. --r _ - . _. .____ J P-: - - _ - ___ - _ - --- -- :.:� . _-_ \�' ON 1 T SUP Y LINE LL -.,..--------- i)ru. �- -_J. ° - .., r_ .. - _ �... ->-•,. , A -, _ Al._ _.. .. _.. :--- >,: CURB -F GUTTER SECTI NN w d o EXIST. RIGHT OF -WAY LIGHT POLES �.... _:: ,. S- 'I 5$ 4 I C__ _ -. _:.- c. .. N.T.S. �1 TAIL SITE PLAN �... , ___ �._ _ o - TYPICAL SERVICE LI E DE s <� / - z _. -- - . - _-. _..._. _ }-_ ,,, a ----- -------------- -- s5 s •- O - O -3--- S _,5 - -- -- --- - -- -- r ;� i ax r x5 TREE - , -- / - - -- N.T.S. ° M FIRE HYDRANT �N o - a N �. _.. _....------- s� ------ -(•u --i - ---- - s� -- -- so --LL (TYP.) (1000 GP.M) m °> / III D il U _ O ENGIN R x , 0 oml= --_o-I_ c JOHN C. CULPEP�E`RQI I N I o+ CHURCH AVENUE N n n __ in - 15.0' PRIVATE DRAINAGE EASEMENT - -�--'� i ; - a 05 ACRES E W z 0 N ° m Z 'In,: 1905 SQ; F.T BY SEPARATE INSTRUMENT OWNER�APPLICANT KIMLEY-HO AND ASSO IATES, INC. 01 ��¢UN �` _ - m Om - _ X U Y � i= ° � FI_ JACK CULPEPPER 2800 SOU I TEXAS AVE, SUITE 201 _ VOL / PG TRACTP2ER4F9241LACRES BRYAN, TEXAS 77802 THE RAMPARTS __ _ z 0 2697 256 °' �__.__ ,,; _ ti•, <-------- ,; - o ZONED;: NG 2 I FIRE LANE REF. - STALWORTH REAL ESTATE P E CITY OF COLLEGE STATION SHEET NUMBER a - (c o 4073 34 DETAIL SHEET C 08 CONTACT: RIS HARRIS, 1700 GEORGE BUSH DR. EAST, SUITE 240 v, w � ¢ v / v MATCH L I N E THIS SHEET , ZONED NG -2 COLLEGE STATION, TEXAS 77840 TEL. N0. (9 9) 775-9595 BRAZOS, TEXAS C -O , w E2 z m ,,, -_ FAX NO. (9 9) 775-9599 E2 0 _ __-_-v __- r TEL: (979) 696-1444 SUBMITTED 2/15/2012 W O w •_ ` \ ` t '�.,__ _Xaa- ~ . - �vz C \ \ \ \ I I Z—ON (13NOZ I \ \ D z'n \ 6p — \ \ i—\ M M M m hV hi \ \ \ I I i_ S380V tZ6 t —Z 1O` H -L II I Z Oi� 03NOZ \ II \ ,. - ! car- . `_ �� I (133HS SIHl 11V130 -43 rt SNH1d 3H1 ,I, i . - -. �IKv� 3dr'.... 11 iJ I -. , A:] (Sut�` l of joud sznou ZL Isual I -e) \ \ \ ` . ;: / _. 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FL Exism RE \ I THE RAMPARTS o °c, __________ UGE 3M HYDRANT // (1000 G M), . I 1) I , I \ I o / VOL. 477, PG. 145 1 c \I - --- UGE---_--.__._.--- uce - I \ I ��°� ZONED NG -3 m LICE 1 o vc) m MATCHLINE THIS SHEET lwvxf`ll " I --or SCALE 29 - iiiii� +\i c __ \ I i \ PROP. BIKE (TRASH COMPACTOR 7.5' / \ 1 ELEVf l »��y { \ RACKS (TYP.) AND ENCLOSURE _ / N 42 00 06 E - 359.02 _ \ - A � --.I- -jr..r . ._ _ I \ I . - \ ��_- - O ti lliz AJ PRO FIRE 114 -j.a'.-:_h.h�I o0 5 p 5 \ o' 1 I z•1 z .�.. m -o \ I LANE SIGN I. 'w I. :: ':: t s \ i v f \ 9. , :��.. .... :.-,<:. 5,_, .t PROP --41- IKE \ n0 \ I \ I `'� U oPR �P. FIRE - I I \ . '-, RACK (TYP.) \ 1 0, 0 0 r: c 133 I �-S `o'LANE SIGN ' R20 0' 1'. I :'::-:': _...:.. , Ity d \ 0 cz 8' ` - � \ 0 +_ � N I' 0 a \ om I� �, s { rnI to l I :; r �`'•Q ~342 p..• 5 \ c c�i I oc ° 7 ty O \ NOS Rey. Y; ,tall I _ \ u I>l _ �._.111­ \ oo I tic \ \\ I 4 `' 0 0 1 .: :..' �.:...: ' ' :...::. •o \ I / y \ PRo.� er sLTE. A { F :..; �:: •:.�1'.. BARRIER........ ......"...'�.' .. 25:4' ., \ I N U / L, / I O: o III_ w I :':: :':'t�...-. FF?t� .-RAMP::::.-.-.':: �y:.:.:.:.. F \ \ I a ¢ I n , t. /x ,� (`2` z o ... .......•.•.•.•:.•.....:...... ....'X:. . r G { O <0. 0 ..' rt,r= I M ............... f . . . I - o .:::::':'::':':::':'::':::':: '.o:.:...:....:.:::': :' :f:: :: :, \ / \ I ¢/� w EX. ROW \ \ - ( of "_ �n -r... ry ::' ' t� d ` \ I qV d� Z \ \ I 9c a G°�im Nto{I .................. I I o _ 3 I I .' •.�I •. - -.:':.'.'.•:.'.:..'.'.-.-:.'.'.•.'.'.-.•_':.'. � s - / \ I N N \ s��� tt3 �; o °' : 11 N 10 -0 I11 it :...:. ff . "I{L'...'BARRIER'.. '.:.-.'.'.•.:•... :•:-:- :':•:' ... . \ ,/ .FREE. M r rll I I ...... ,�.. ��p::-... :::':':':'�'. ' .....:::': I \ ` : ' vii OZ - N .11" ' 3 CID \ y / 4 c { W ( �.................. l.' '. ' 1 C ; \ I / 1� (D Q Q ER :D C O W FIRE' HYDRANT. a oWw�QC I o¢ P.w r �I (94aQ -c. M? ' I AMEN < 8 a .. / I N I \ ` ) LL . ' ' �... .. \ I PGE J��N( Z \\ o W x z': Cl) N -rl. / \N x rn = I ' I I ::.. I- ::.-....:.. /' ...L�'..'.-......_ 18Q,Q0:':.'.. I \ I ( \ pE�P \�S zi k' r,n ° I 1 / { :.'.':... _ l \ j POP. yI�dDERGR6r JND R0?. PFtP % \ w = m 3 o \ CID / I PROP. 15' P.U.E. :.'.':.:.'.': o :.•..I: o / \ I E C IG OLIN UIT 5p SEQ� ` \ I VICINITY Mt 1.0 � v_' � a, , = / ::: :::::::: VOL . �.... '.'.'.'.".':.'.:'! cV,.%..:.....'.'.. ^.4 \ I 5. ' P LE 1 0 y� Y w 1r. C� m � . \ . I ... .... /.........: t '.... �'..... - VOC. PG \ \ \ N o2 o / sfl.i ............ .../.....1*0s 0o .....-... •Zs 5''.':... \ IIc� / \ � N.T.S. o U) wY \ // :':' ' ' ..i_'._.: - :.:.'::..'.$iI:. _ \ Oyu ` \ ` L E E N N x N i z .. /* / I\ ml%�.l'�•..::. �..'.:. :: ) l \ ExISTING WATER UN P.U.. VARIES _ ;y3.......:. .'......' Fl ;C'...... L cns EXISTING GAS UNE Li o-ElVOL /PG RE'.'.':: ' . - / \ I �, 1\ N I _... { . _ \ I ( J \ OHP EXISTING OVERHEAD POWER UNE. LANE.'.'.' .'.': OBD a li - \ . . 0 �, \ \ PROP. UNDERGROUND ... ............. . ... �, N _ .........../'. :.'....:.'.'. i ! I y \ EXISTING EASEMENT " Co-c ELECTRIC COUNDUIT I :........ .. . .. ::.... t; \ 1 , p i -� _ _ •.�►�ae , ,� .......... ........... ...........i•�. ......... ........ :.:.'.'.::. .. .1 I \ rn I \ - 3oa - EXISTING CONTOURS o `�I PRb .FlRE ('.'.':.'.'.'.'.'._�:.': _...:.':.' .'.'.'::.'.'.':'.'..m' .....:. �: I I •SP�E'�F•TF-X1•,'%0 �� LANE SIGN :.':.'.'.'.'.'. ':..' .. O'.'.'.'.':.':.:.'...'.': `.! ...:. , / \ I I A PROPOSED PAVEMENT ,;9s 1 e .. . f:'.'.' ..::.'.':::.•.•::.'.'.'.'.'.'.'.'.'. _. ' 11 ° ( I I1 I I Q PROPOSED SIDEWALK '! . ..'... 1 w' ' I 5x5ItTREE :. 1 :':.......:' ': I / { I I I \ �..:.....:•.:..:....�.......: ! THE STACK coW 299 ; .e WELL TYP. UNDERGROu .......... GENE RAL NOTES �: CHRIS c ( ( ) " 6.21 /.... '.'. r- PROPOSED CONTOURS ::..i.'::::. :.:.:... Z' 1 / 322 359 TOTAL• GSF ;. VAULT..'......... i _ 9485 ( � PR ..3. 4 :.'.............. FF -338.75 I ic I PROPOSED WATER UNE 9 . .. 0 ........ . . - PROPOSED SANITARY SEWER UNE ' •�...•.. I :':':'.�.' .'.'.'.'.'.'. .":.' ..'.'.'.'.'.:':..'.' ...... r / I 1. ACCORDING FEDERAL EMERGENCY MANAGEMENT AGENCY FIRM MAP NO. A3041CO144C, !; {;Lll - HEIGHT -62 sl EFFECTIVE JULY 2, 1992, THIS LAND DOES NOT CONTAIN AREAS DESIGNATED AS FLOOD - - - - PROPOSED EASEMENT ::.'.'.'::.'.':.'.' %y;;.'....'_'.'. �' I PLAIN. : . . ... '189,88 SF RESIDENTIAL r �. BEARING SYSTEM SHOWN HEREON IS BASED ON GRID NORTH AS E57t;EU>iiF�.' Fr.'!;:. r;PS EXISTING WATER VALVE �PhiP. FIRE I ........ ..'.'.' / DROP. 8" SANITARY SEWER 1 (.y N �r OBSERVATION. . ... \ ..'......... ..... ....... j . b EXISTING FIRE HYDRANT f - �LA SIGN 50.0' PUBLIC • , I 3. P.U.E. - PUBLIC UTILITY EASEMENT. I ME I - - :'.'..','.'..'.' ' ........ 1' / (nRIVATE) sI r� 4 BUILDING SETBACK LINES PER CIN OF COLLEGE STATION U.D.O. D `' �� ACCESS EASE ® EXISTING WATER METER A :.'_'.'.' .:.'.'.'.':.' .'.'.'::.'.':.'.'.' / I 5. SUBJECT PROPERTY IS CURRENTLY ZONED NG -2. / - ' ' � • ' ' ... `s /6 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THF .!:;ACT L+7CAl10N OF z z -Q �- I . / 3: I 18:0 26.0:::.':.'. ' .'.'.'t8,'0.'.:. al:.;: ; PROPOSED MANHOLE ° � Yr • ::. • • • ::.':.: ' . •' • • :. / o ALL EXISTING UTILITIES, EITHER UNDERGROUND OR AERIAL, .PRIOR TO GC�tISTRtIr TION, r N U = { / { ......C!»'-) . ......C) ...... .. 1 / PROP. 6" FlRE 1 O � t - CONSTRUCT ALL PARKING AND DRIVES AS PER DETAIL ST1-07 OF THE !A7EST B -CS (o T' ° / /: in C c ® PROPOSED DOMESTIC WATER METER w O O _ a { \ ............................. t: ;1 _ / WATER SERVI E / 7 STA DARD STREET DETAILS. N (n _ -_ i a ................ ......... ... ---- F O Y �_. _-- .^.t. ..,'t--:-.... \ 'R •`.. n: LLT. O VI OM v I ,,_..--- �.,. , _�_ _- _ -:.:..._ _ , _� ._ :-' 8. ALL MECHANICAL EQUIPMENT SHALL BE SCREENED FR M EW FROM .CHT OF d.AY �+ >_ / ISOLA710N ,. ,......,.<., _ PROPOSED I __.: , F -�- r : I.,L:, I ,_ . - IRRIGATION METER to �- _ I --m it c t a > , _ • t.__< d m CS I. S USING O, A LIE MATERIALS TIJAT ARE_ PREDOMINANTLY FOJR.D OIR �Ne � �P � URr _ i <L ..: >. Q 1 _ . VALVE l _ _ -�_ __ __ w_ , . _. ,... ,_:. i t 1 - N 1, N \ x,A o .:.. ::. E 1:: R C LOR . A LE. Q „ ;; AND SHALL COORDINATE WLTH THE BUILDINGS ARCHiTECTU !:. 0 `T rsw. varu I �..L nY%•,�A;SI I w ... 1 „ w ._.. -0 T DINANCE'.NO. 2529 CHAP T G S CTI I I z z a I _ `�'_ i :4' :f+.0lAE�TIC:METER . I 9. FIRE LANE MARKINGS SHALL CONF RM 0 OR _ , E 0d 1 (B,In w Y E M _ I 0 S N 503.3 OF THE CITY OF COLLEGE STATION CODE OF t,PWANCES. PROPOSED TRANSFORMEFt a - 1 �'. 1 I I I PROR: -BIKE.. . / PROP. 2 DOMESTIC +iVAt'ER : (1) SUB EC110 Y ° 10. 100 -COVERAGE OF GROUNDCOVER, DECORATIVE PAVING DECORATIVE R� i'. OP. A FERENIAL91 c� o Q I a0 ' g1-.-.-.-.-..,RjCIES .('.'...� ..'...... .' / PROP. 2" COMMERCIAL RATER ` _. /,;= 5 X 5 TREE WEU_o a0 00 ;. .-:, -- -- -- *. GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWALES AND DRAINAGE ,,REAS,,: THE PARKING o �; I r • . • • • ` / » \ ` LOT SETBACK, RIGHTS-OF-WAY, AND ADJACENT PROPERTY DISTURBED TURING o PROPOSED LIGHT POLE 01 11 2 COMMERCIAL MITER 1 i I I I ....... ..............:...... / �, w 1. y. _ CONSTRUCTION. / .,. __ u 11. IRRIGATION SYSTEM WILL BE PROTECTED BY EITHER A PRESSURE VAGW� BREAKER A 1 A N E D F Ci 3 2" IRRIGATION METER -� -` .. �I _ ,: , _ c y ' D ° ` '•'•'--: •'•' ':..•.•.• .•.•.•..•.•.•.-.•.•.•.•.•..-. T'' / REDUCED PRESSURE PRINCIPLE BACK FLOW DEVICE, OR A DOUBLE CHE,� BACK , _O., SUMMARY TABLE . ' <. r. DEVICE AND INSTALLED AS PER CITY ORDINANCE 2394. I .. \ a. I I ................ COMPLIANCE - - • - - - ... / u 12. ALL BACK' FLOW DEVICES WILL BE INSTALLED AND TESTED UPON INSTA !LAITON AS, PER CITY ZONIN , NG-2�A a \ 1 ::...... .:.. _ ... I r ::.'.'.' ::.'. I ORDINANCE 2394. . . '. MAY 3 0 2012 \ - a � . '' • • • • • • • • • • • • - • • • • • • - .... • / r : ':: ' ':: ' ' 13. ALL SOLID WASTE CONTAINERS ARE REQUIRED TO BE SCREENED FROM 'HE RIGHT OF -WAY a t•� / " ..........' . I I PROP ED USE DORMITORY (209 UNITS) ' ' ' ' PROP. 2 IRRIGATION WATER -- ,r r _ : .•,•, . ,-�• AND ALL ADJACENT PROPERTIES BY A SIX FOOT HIGH OPAQUE SCREEN; o \ r : _�'.'.':::� I':.'.'.'.':.'.'.:. - I ! / ::,. Y,. . _ .. I GROSS ACREAGE 3.049 AC. (132,834 Sq. Ft.} ...... 6....i,-..-•-. 51':: .... ... ".:.: '...: '..... 14. ALL SIGNS ARE PERMITTED SEPARATELY. LIGE STATi i \ 2 ...... ...: - - . - ........ :, : a_ / PROP. 35 P.U.E. I . I I 15. ALL DIMENSIONS SHOWN ARE TO THE FACE OF CURB UNLESS OTHERWIS NOTED. TOTAL EVELOPED CREAGE 3.049 AC. 132,830 S . Fi. DEVELOPED r o _ ,T �; ....................... . .. . .. voL. /PG. I ( q . ) E�lGl�1EE�tIN _s ° \ \\:'.'..':.'.'..'.'.'.'.'.'.'.'.'.:. :. O _ ::.. • • • • • • • . ...... 16. CURB RETURN RADII ARE Z.0' TO FACE OF CURB UNLESS NOTED OTHEF ISE. r ............. ......... / Sl"a r \ \ r- . / �0 / R :.:::: :: _ : . ' . . f : lI 17. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF ECTION 7.10 OF THE DENSI 68.5 DU./AC.. I 3 "' c, Z p i `SO '.....\ '.'.'_ :...... ! `� : : ' UNIFIED DEVELOPMENT ORDINANCE. THE LIGHT SOURCE SHALL NOT PROcCT BELOW AN { I w \\:= r >'r-12 / �' ' ' ' ' ' :........ ' ' o / OPAQUE HOUSING AND NO FIXTURE SHALL DIRECTLY PROJECT LIGHT Ht?IZONTALLY. FIXTURES PARKI RATIO: ` (0.75 SPACES BED) (0.75 FOR NG -2)= _ \ 1 !Q. /..� .. .......... 'u I WILL BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF �GHT DOES NOT 0.56 SPACES/BED Q p \ �\ : ARRIto:':::". � ':'::': :':':':: J •'0.+:.. � .' ��...... ..'c�+,/- CROSS ANY PROPERTY UNE. J . .. _ ,' ° ...�..'. '•' - .. ' - - - - .. .... ....... ................ `� I 18. ALL PAVED AREAS SHALL NAVE 6" CUBS UNLESS OTHERWISE NOTED. BEDS .'. FREE'.i?At�AP.'.' ........... ; - / '. .. r.: .. o \ . .. �.'.''.'............. ............ - f $'........f... �'' ::......... { r� PARKI REQUIRED. 1 BEDROOM 47 UNITS) = 47 �, S '� I �.' '.. '.'.'....'..'....'. � >' , ..r 0; ::�J. - .:..... �! ... .......... �� ....... I 19. ALL WATER MAINS SHAD_ BE 'PVC C-909, ALL SANITARY SEWER MAIN., VC, SDR -26. ° \ .......... ,339 - . � ..... 2 BEDROOM 139 UNITS) = 278 L1.J . • • .. f ` /- .'.'.'. Q :::.'.'::.'.'.'.' :? ... _ ...-4I }_ I 20. FlRE SUPPRESSION UNES SHALL HAVE A LOCKABLE UD ON THE ISOLATaN VALVE. THE \ �� :-.-. •_-,•, -� ::.'.'.'::'.':.' ; .'::.'..'.'.'.'.'.' �4.•.'..'.'.-.' : ' D= LOCKABLE UD SHALL, AT A MINIMUM SUPPLY PROTECTION AS THE AMFOR USA, LL562 _ 3 BEDROOM �1,2UNINTJ ) = 3 a �\ / ....ti a I 4 BEDROOM UT = 88I'� \ Y' �' T / - 'ti = ....... .... v ::.'.'::.'.':::.' I F.- LOCKING UD. ALTERNATE LOCKING UDS SHALL BE APPROVED BY COLLIE STATION UTILITIES *}m t' . \ _ ........... 198.00 c� / .... 0.:.'.'.'.'::..... - TOTAL BEDSRKING RATIO = 416 0.5625 \ . ° z DIRECTOR OR HIS DESIGNEE. �':. .'.'.'::.'.'::.'.'.. SQ FT. / TOTAL REQUIRED PARKING = 234 �- . • •'.'• j'•'.'.-0'. .'•'•'•'•'• •':: •'•".Q- /'• 9 � 21. THE STACK AT LEGACY POINT IS PHASE 1 OF A DEVELOPMENT AND SH NOT BE BASED ON DORMITORY STANDARDS \ \ '�: : - :: ': / /lnr� ,,X �• * / CONSIDERED A STAND ALONE BUILDING PLOT FOR THE PURPOSES OF S�NAGE. cx \ �� \ ��''. :.� ''..'.:..: %/. t�• oNUJ . PARKI PROVIDED: 334 SPACES (INCL. 11 HANDICAP) Q) L\ _ - r. f........ ...... p- o :.:.1. '%::�.'... - + .z J w a / BUILDI AREA: BUILDING: 200,447 SQ FT TOTAL , n \\ .... • ..� ::: �" .. ! ..':' :'::'::'::':' : o ::_ :::.',": / :,, v / GARAGE: 121,912 SQ FT TOTAL a 3�:.... �.'. :.:::'::'::.::' : // / z CONSTRUCTION SEQUENCING N01ES_.. 2�1\ \ 2 I 9 '.\ ^ ................... : ,! ......: /:- / . o TOTAL UILllING AREA: 322,359 SQ FT . .. ° \ • � O'. .•. .. ♦ .. ...................... / / 4 - .. _ \ 1. . • , / : a \ k Z ON { �: '. '. '.......'30:19.:........ .•..' BUIL)! G CONSTRUCTION: TYPE VA WITH FIRE 0 \ W. I SS' .'.'::: �' : .:.:.....:...:....:'.' \ r f I SPRINKLER SYSTEM =200,447 SQ FT PAY 2012 LA O \ ,: � / . :.'.'.'.V.%'::. .` . `~ \ x 1. CONTRACTOR SHALL CONSTRUCT STORM WATER QUALITY DEVICES PRIOFTO CONSTRUCTION. ..:.. a, W . .. W �,� COM IN A _ _,,. -� ", ::: /: - :::.. : , .. ;; • �- \ w 2. ALL STORM DRAINAGE UTILITIES INCLUDING DETENTION SHALL .BE PETE PLACE ND TYPE IA WITH- FIRE , g \ - 0 __ �j3' � � ""�' "" , . \ � C�cnFUNCTIONING PRIOR TO PLACEMENT OF ANY IMPERVIOUS COVER. SPRINKLER SYSTEM =121,912 SQ FT �r�C ' 1'�- �s =t�E 1�J� \ \ r \ / 5x5 TREE _:.'7!:......'..' ' i ..:. �. \ v` ��o s . ; (IS1.. / -, _..i TRAFl IMPACT PER LIDO SECTION 7.12.C.2 A TIA IS \ �p \= \ BARRIER / / / WELL (iYP.) O v 9 61 \ v' _ P TIo?J N o• .a ,0 FREE RAMP / .7 �.:.. ; h' L'O�CFSS �pU o o r �= Q N NOT REQUIRED FOR THIS SITE. ,--- ° \ 1 •11 'i, l I ,_-_ T}p J p% �pF� c �\ gN�U' 0 CDC \ � / /0 /y� U. E W C1 4 Y --C'. :.'....: sol `� d- �j W L ` =, w1 i BARRIER : �':...... /, p I '\ p w to 5 ITri/ e*&$M1; L Q Lt1 J R 0 J y/ !� / FREE RAMP ....�.....- % •GF I 1 \ a N `� O SAINT MARY CATHOLIC CH RCH I 5.� at.0 METER TYPE WATER DEMANDS GPM WAS SANRRY SEWER MIN AVG. MAX METER SIZE LOAD!N (GAL/DAY) DOMESTIC 160 240 380 4" 0,800 COMMERCIAL 1.0 30 80 2" 3337 IRRIGATION 1.0 15.0 20 2" N A BIKE RKING REQUIRED: 1 PER DU(RES); NO MORE THAN 20 . BIKE RKING PROVIDED: 162 SPACES Ll.i N0.4 BARS e ry ON 18" O.C.E.W. 3,50D PSI CONC (j„ r j m / 7�:. .. %. - I \ w I- N 28 DAYS 1 w THE RAMPARTS y, o.....'...'.': :.' ° I Q �' 11 a v Z LOT 2-R Y RST FLOOR ::':.': :':':':':': ��:'. I ¢ _ :a _ - O W_ cVOL 4512. PG. 277 I - ; ...::. :. / 2 I a c=.� " _ _. x 1. d . io 2 p...::..:'� S ° PROP. BIKE EA / , r _ NG- �' 5� a�F COMMERCIAL .._._: ..... ..:: EXIST. FlRE HYDRANT ", 3 I " 24 O = #4 BARS " L- = ZONED 2 I II,11 RACKS (TYP.) / / .. ^1 6 15 = 3 4" X 18" SMOOTH, -IO x P P. FlRE � , / % k / 6 .. / (1000 GPM) OD I / PROP - \ i -- t= `- �..� v_ � { LA E SIGN _I I I y . . 7 /f I / 2" 9D BEND \ 1,--i,,,``.i 1\, w c I / ;, \ X I 1 4"R EXPANSION DOWELS METER „ .BEND \„\ ' 0 °' I <I I �l :.':.'::....� . I w 3. NOTE: PROP 2" CQVIMERCIAL 4 90 \`\\� \ . \\\ �n/•� V) 5'x5' TREE i / �' I { T- " SiPPLY LINE � vn N ( ( I, (\. 4"R 5 EXPANSION JOINTS IN ., `r+ �„ WELL (IYP.) / I /ARI:-XBLE PRIVATE DRAINAGE EAS-EMEC;1T :..' :.:......::. ..: / / - _ - - PROP.4 DOMESTIC { I �, . )k _ f., - - _ . . -. -= .- - - - - - - - - - - . CURB &GUTTER SHALL PROET -' TYPE A HYDRATED LIME STABILIZED W °° '�' v' I 8` METER W z :: i BY SEPARATE, fYS S8, I 12 4" BE SPACED ATA 1RR.rnER z N I / Q. ° I I I 3' ��7„ SUBGRADE. STABILIZED AT 6%PER �/kj v, ° � / r I EX. OVERH .AO VOL -'L-/ PG _- . r 6 MAXIMUM DISTANCE OF j I DRY UNIT WEIGHT. COMPACT TO LL X �• 1. '0 FDC l ti I N \�I ��. ° . 1.1,1 <o o v I I "�` s = I POi11ER i' 1 " :'.'Q� :. .�a\ N I r 60 APART AND AT ALL { 95% MAX DRY DENSITY AT -1 % TO 1; o ( I ��,: / ,�� '' �• W :. $ W +3036 OF OPTIMUM MOISTURE 32 9 iw. , : ,, +j / ti 3» 3- ?. RADIUS POINTS P»T»S ,. \ \ -� AND P.C. S TYPE BWM CONTENT PER STANDARD PROCTOR J N I Z 6-' r ¢ n I 0 ,_ O p ,, 5. I - - - -- --� ,, \ 4" PROP 7' { COMPACTION TEST ASTM D698. o: t- a' 0 \ - CONCRETE IR _,_. -., x rn ° i _ 0 •'SQ:p�•' -o u I \ ✓ 28 DAY CONTACTION JOINTS IN R. ` ( STRENGTH 4o psi HALL , N C t,.. , ._ �::., ..:.,.. .. ...- .:::. .:._,... -. ,. ,. ,:.:. ... .. - iO: d .: PLV I. I uc T 3" S 0 s CURB &GUTTER S ° ...._ suP _ o = .:: fi ,x,. I. � REGULAR DUTY CONCRETE SECTION U - C,4 v I , . =C .f. ce \ BE SPACED ATA LINE ` 2" 90 BEND u' � F; .-.- :: ':. ;: \ PROP. 4" OMESTIC' x o m M1 \ MAXIMUM DISTANCE OF N.T.S. u. 0 0 , E j '`-- '� TYPICAL COMBINED �[ >� W m EX(ST.-RTGHT- - p OH , \ 10 APART. SUPPLY N $a / FREE RAMP _" 't r "•� m •o <�cn cn s W O ' o § ^ 3 ss ss ss BARRIER q p / I \ CURB -I- GUTTER SECTION -- Ss SS ss SS o \ \ \ N.T.S. TYPICAL SERVICE L DETAIL SITE t PLAN I z >`' � UG T EX. ROW (!s�E HYiRANT- �tn nFn;or `` - /�-------------- -- .off--- - -I� \\ \ \ LOT �-'11 5x5 TREE -� v -o �. oy \ N.T.S. �'" uNgi�t. Q U'� Q) SD . SD D EXTENT DOF PRIVATES } 1000 G M O m 9 c -� .�O C. C LPEP NI : ss \ I t N WELL {TYP. CHURCH AVENUE \ �• - I \ \ I -' W ¢ `- " ° / IMPROVEMENT$ IN ( . ) \ m n z m 9 905\Q,F I _ 15.0 PRIVATE DRAINAGE EASEMENT I \ .. g\ . I �'" \ \ ENGINEER e`3.05 ACRES f 1 � U Y / � _ m o m � BY SEPARATE INSTRUMENT CULPEPPER FAMILY L.P. I \ \ I \ \ OWNERIAPPLICANT KIMLEY HORN ND ASSOCIATES, INC. V PUBLIC ROW _ - - - z c t 2697 �6 SUITE 201 THS'. RAMPARTS' I 4- I?� VOL �/ PG \ \ 2800 SOUTH AS AVE, >. o B w w w - --w' w -' w � vz� 1 ZONED TVG -2 I TRACT'2- 4.924 ACRES ( I \ \ \ JACK CULPEPPER BRYAN TEXAS 77802 SHEET NUMBER' W. 1 - � c o I , - \ tir \ - STALWORTH REAL ESTATE . OF GOLLEG ATIO _ o '�' o 7 - c - . 407334 { \ s \ -= CONTACT: CHRIS HARRIS, P.E. LL - -a z s \ \ 1700 GEORGE BUSH DR. EAST, SUIT.' 240 TEL NO. (979) 775-9595 K T _ /� v MATCHLINE THIS SHEET '1.ONED NG -2 I I \ i \ COLLEGE STAnON, TEXAS 7784G FAX N0. (979) 75-9599 ' ' O� w � N'a u_ W O c~» �' x a -, y \ \ \ TEL: (979) 696-1444 �I B, 15X20 2 fi r s�„ Il 1111 .4 afiv �, , . -- J J _ - 5,( c .. . _ I . _ i I m j \\ J f1' LANDSCAPE WALL // - LEGEND s r lW- a \ \ 337.53EG = " X99 PROPOSED CONTOURS to 340.57EG 340.23 340. 2EG 339.62 339.40EG 338. EG _ 338.96EG -�_ - - 337.53EG j \ 338.38EG 337.63EG 337.53 - - _ _ 1 - _-. --- - - - 338.75 PROPOSED SPOT ELEVATIONS (1 EXISTING CONTOURS P OF PAVEMENT) o _ 339_0 - - % ---- v \ --.� '° 3d 341.44 341.32 342:298-5 -- ------ 338.75 v - ------------- ----------- I GENERAL NOTES 2� S 340.56 338.75 338.70 338.39 , 337.87 337.59 338.65 I 337.82EG 0 20' 40' to � \ 3460 3�i S 1.32 \ (_� 342.06 342.06 338.75 338.72 338.67 i GRAPHIC SCALE 20' o s p p \ 1. ALL SPOT ELEVATIONS ARE TOP OF PAVEMENT UNLESS OTHERWISE OTED. �,� i j w 342.16EG , \ ea C Q _ I\p 342.0 342.29 \ �\ I� a 3 .38EG 342.11 �\ 34Z5 342.42 342.82 i 342.26 T E I 342.61 f 342.1.0 ADA Z/1 Q Y o I RAMP #1 342.ss ;34, z° 2.340 { o If •y°`L ° it cn o rn 3 I I z m 342.12 G • h I 34.34 � I I � � I � co V I Lij v O .� O I N o N ADA ��^ RAMP #2 \ '1 ------- Q ~� o` W (=n) °r' \ 341.02 J 342.14 n ( I 42.61 342.76 �, � cti Q� Q Q rn o w No y \�R f I 342.59 f 342.82 E x Z w � L o 0 °o 42.03Gh \ I „�'L' ( / S '° 342.17 \ ` I 338.69 338.35EG I { I ' Q C6 Z > _ Q X I rn W 341.44 34 :79 341.90 - I 34,.,5 2.29 ' / o { l \ I I ADA RAMP #1 ADA I; M P #2 o< _ � w=mLo Q to J W Q E 6. / 2.75' o, I rd SCALE: '1 „=5, _ \ ------ / / SCALE: 1 "=5 \ I � v_R YLE o � � � 0 i / , / / / 340.61 \ I N rn 00 _ 40.18 , C14 .N z o oI 34125 / 341.89 \ CL ° / I 340.61 338.9 / 339.9 __._. �� 339. '� / FIFE - 338.75 \\ ' 340.61 \ 338.91 �(E •O. TF` jIr �i X0(1®1 oaN o I N - \ •`- I li / 338.71 ®L J. CHRIS HARRIS • TC , j - 3 34 .41 0�• -- - 341.53 i I I \ i• ............................... 94859 �;O•'• </ ,•�•� '''•moi o 338.82 34 10 1 338.96 1 O, .... ®®®S%••" ' '�*5 _- -..__ �� o / 2.80 ° yr N ` I I ;71 { � . ,'--- -- _ 338.26. __ _- --- - -- "_'--� 338.95 U -- -- - / 338.25 ADA RAMP #3�� ADA RAMP #4 w o z Q I� o zs / 339.56 338.25 39.05 / / 338.50 -- ' ! / / J (i SCALE: 1"=5' SCALE: 1"=5' 0 0 34.04 / 339:19 - / / 338.21 ! 338.44EG - 338.32 / C/ p oO tW- 4 N > ( > e - --- / I \ 337.11 I = o � o � CD W � Q u W 0 ,_r r I cn o o v 0 1 / / 338.22 338.45 337.68 r' 337.11 �i 337.64 337.77 CL \ k 337.. ! 337.70 - - 0��° N / - ` 3 v' 5.18%_ u0 I 338.54 \' - 337.00 ( z Q o o ;8.20 en -' = U 1 340.05 \ ----- AD\4 `� ,- - 3 .88 � � / . / 337.00 U1 9.49EG � 339.06 RAMP #3 338.79 �,.---.-`" -�� - / 337.24EG ADA RAMP #5 ADA RAMP #6 z o D 339.9 �. . / \ \ �, 339.47 \ `n - 338.25 337.18 / Q)i / _",ALF• .,,_5, - 5, , E„=CL U \ 339.12 3 .20 599EG'� = / 337.22 w• / '�9 / / 137.41 338.41 337. I �n V 0 4y� Ali / �4 338.64 o ADA \9 338.79 \ ( 1 \ RAMP #4 38.20 338.25 // �1• / % (.: 338.64 ._ N \ \ 338.91 �o ( 338.75 , ~ ~ ~ /p° ,(/ / t 33 14� ! . II \ 1 338.51 _ 37.78 /f / / ' '; / - I� N ° \ 38.5 1 - // // 3 7.37 3470 �� / / z zo / - - - - -- - - - - - - (J� 338.31 338.3 / LL L / 1 Q) I3�p 8.19EG I - .537.53 / W / / ADS 336.93 J/ r 338.70 3 STEPS 38.70 --- - ------------ - - - - - - - - - - - - - - - O T I I f1' LANDSCAPE WALL 1.9 RWP #5 �g / 33x.94 U cn I / I 338.75 38.75 / 33712 337.96 J CL \ / ( -INSET 338.75 / 337.20 /'� v/ m 00 �, v'� / I \ I his - r .�1 � 338.64 `O° r- 338.51 / o / (; ° -------------- / fn W I° CL U Jj 337.62EG I Trn - - _ _ ,-'' - - 3 _4 / 337.15 --------- - 33734 / v' 337 77 - - S 337.93 337.82 337.98 337.08 337.3, S (.J 337.00EG r J ---_------ y - -- - . -5 -- --� �_ _ 336.49 338.49 337.30 33 .34 INSET #011 ^` _ / ADA - _ 336.99 4 .33EG 337a p - f� 336.,�52EG ( 335.SSEG / 336.95EG 336.87EG - - , 336.18E SCALE: 1"=5' _r sRAMP \ 337.02TC 36.45EG 336.72TC �33�6.27EG�3 3 6.47TC - 336. 31 EG 6.08EG� ``��' \ \ / ��-; ..� *� r �? E�� �� E t A d� Q) SD SD -OD SD-- / CHURCH AVENUE 335.63EG - - - �335.95TC \ r e P' eP r., �i ray, f J; t,2'i• n 6 2013 i�J�1' I2 r,' Iu $g- COLL SHEET NUM13ER EK G NE �u M N O IZI LO O 0 20' 40' z 0 GRAPHIC SCALE 20' S W GENERAL NOTES cn I --- 1. ALL DIMENSIONS TO FACE OF CURB UNLESS OTHERWISE REGULAR DUTY CONCRETE PAVEMENT NOTED. 2. FIRE LANE MARKINGS SHALL CONFORM TO ORDINANCE NO. LL _ 2529, CHAPTER 6, SECTION 1 (B) (10) SUBSECTION 503.3 OF THE a o i DUMPSTER PAD CITY IOF COLLEGE STATION CODE OF ORDINANCES. + 3. CURB RADII ARE 2.0' TO FACE OF CURB UNLESS OTHERWISE NOTED. W a 0 cn z O W D_ I _ CONCRETE SIDEWALK (4" THICK C3 _ 3000 PSI, WITH #3 @ 12" O.C.E.W.) z j BRICK PAVERS (REF ARCHITECT PLANS U) v 0 ( rn FOR PAVER COLOR AND PATTERNS) z rn rn PAVEMENT SECTION NOTES SCD E CCS cn oN 1 BUTT JOINT THE RAMPARTS I J � 0 U FL FIRE LANE VOL. 477, PG. 145 O w cin r, O AND ANY WEAK OR SOFT AREAS SHALL BE REMOVED AND QV) 0 ¢ zw rn 5'X5' TREE WELL ZONED NG -3 ozwwzw ¢w0o 2. COMPACTION CHARACTERISTICS OF SUBGRADE AND FILL � NO v� FIRE TRASH COMPACTOR AND SHALL BE PERFORMED ON AN AVERAGE RATE OF ONE (1) TEST �� �/ I' FOR EVERY 300 LINEAR FEET OF CIRCULATION LANE OR EVERY LANE ENCLOSURE 27 5' N 42°00'06"E — 351.02' — I -------- I PRODUCE THE GREATEST FREQUENCY. �--► -- -- cr --- - ---- _ _— -- - 1 _ _— - - –p ® ",kc MAXIMUM 15 FOOT SPACING EACH WAY. EXPANSION JOINTS PROP. 18%12" �'(P�E+�F.:,,�j. -_,— SHOULD BE PLACED ON A MAXIMUM SPACING OF 60 FEET AND - ------ ------------------- ���.• •4tS� 1 AT ALL DRAINAGE STRUCTURES. SIGN `.•.•• o: � I'• I•'I•'I • i. b no I 5. ALL PAVING SHALL BE IN ACCORDANCE WITH THE94859 U _ •� I.�' .•10. .' Ido' ,�.4P�NSE s BIKE RACK I ' °' I I I"'I•` :I (TYP.) NO �' FIRE5.0 N 'S CJ COLLJ 0 LANE O 0 W I- tj Cc' ; � N o ? Q PROP. i � _ Q D \ d o 1 18"x12" D Y cfl O w w z SIGN NO. BARS atee o Q v 1 _j N SAW UT AND I Q co r7 C� REMOVE .CURB D.- 0) \z o CONSTRUCT BUTT a v I j JOINT M m Z 6fl' cn �� �p I I N �a a 1 z Of -P I oo 0 � O I; O N 1 C d Q 1 I 00 o pcq . ',5x5' TREE E O WELL ' TYP. 28.0' Y I ail T � I O I I C �' o I �I INSTALL 70 LF I J o N DOWEL ON CURB 0 18.0' - 26 0'_ .= 48.0' 00 N0 v,mm I rn o FIRE I I rri LANE o � PROP. 'Ps - o.PROPOSED BUILDING w 18"x12" NO P 6.21 : ' ."' 322, 359 SQ. FT I � N FF=338.75 �! 3 FIRE = 4" WHITE. COMPACTED HEIGHT=62 ANE LANE STRIPE /7�:BE:'USED' SELECT FILL TO - 0 I 'TYPE OVER ; DE1N11QN! 3- PROP. " VAULT REF I 1 18"x12" DETAIL SHEET E 0 SIGN C-11 U p ? ;I :I j �, 4r ITE = STRIP TYP J v to • � : i •I I i ,�• 0 1 :. r' :.. •1,:1'1 1 s.© �! ap fA5l 1. p a e-- M N O IZI LO O 0 20' 40' z 0 GRAPHIC SCALE 20' S W GENERAL NOTES cn I --- 1. ALL DIMENSIONS TO FACE OF CURB UNLESS OTHERWISE REGULAR DUTY CONCRETE PAVEMENT NOTED. 2. FIRE LANE MARKINGS SHALL CONFORM TO ORDINANCE NO. LL _ 2529, CHAPTER 6, SECTION 1 (B) (10) SUBSECTION 503.3 OF THE a o i DUMPSTER PAD CITY IOF COLLEGE STATION CODE OF ORDINANCES. + 3. CURB RADII ARE 2.0' TO FACE OF CURB UNLESS OTHERWISE NOTED. W a 0 cn z O W D_ I _ CONCRETE SIDEWALK (4" THICK C3 _ 3000 PSI, WITH #3 @ 12" O.C.E.W.) z j BRICK PAVERS (REF ARCHITECT PLANS U) v 0 ( rn FOR PAVER COLOR AND PATTERNS) z rn rn PAVEMENT SECTION NOTES SCD E CCS cn oN 1 BUTT JOINT . ,� C) V W w � 0 U FL FIRE LANE O w cin r, O AND ANY WEAK OR SOFT AREAS SHALL BE REMOVED AND QV) 0 ¢ zw rn 5'X5' TREE WELL ozwwzw ¢w0o 2. COMPACTION CHARACTERISTICS OF SUBGRADE AND FILL � 5'x5' TREE WELL (TYP.) _ 41'58'54 — 307.80' JOHN C. CULPEPF -R,1II 1905 SQ FT 2697/256 ZONED NG -2 NO. 3 BARS ON 12" (.C.E.W. ON 18" O.C.E.W. 4000 PSI CONCRETE @ 28 DAYS 3,500 PSI CONCRETE @ 28 DAYS o a . • d 00 a a '•'a G ;a, - . ` . �.. • , e e , e ., • e 7 e • d I T 0 co 7 UJ `- TYPE A HYDRATED LIME STABILIZED ' -11— ^' /0 r"IA SUBGRADE. STABILIZED AT 6% PER DRY UNIT WEIGHT. COMPACT TO DRY UNIT WEIGHT. COMPACT TO 95% MAX DRY DENSITY AT -1 % TO 95% MAX DRY DENSITY AT -1% TO +3% OF OPTIMUM MOISTURE +3% OF OPTIMUM MOISTURE CONTENT PER STANDARD PROCTOR n/ CONTENT PER STANDARD PROCTOR COMPACTION TEST ASTM D698. z LL COMPACTION TEST ASTM D698. SEE PAVEMENT SECTION NOTES DUMPSTER PAD Ur' O REGULAR DUTY CONCRETE SECTION N.T.S. z U N.T.S. \\ 24" 6" 15" n 1/4"R NOTE: 3" EXPANSION JOINTS IN 5'$ CURB & GUTTER SHALL 28 -DAY CONCRETE 1/4' R BE SPACED AT A STRENGTH = 4000 psi MAXIMUM DISTANCE OF 12"31 4j 60' APART AND AT ALL 1 o 6„7"RADIUS POINTS. P.0 AND P.C.'S TYPE "BB" L CONTACTION JOINTS IN CURB & GUTTER SHALL O = ##4 BARS 3" 2" BE SPACED - — MAXIMUM DI T� = 3/4" X 18' SMOOTH 4>� 10' APART.�e�/ EXPANSION DOWELS 3„y _ K t..(- TYPICAL COMBINED JUN 0 6? 136A r Z CURB + GurntR SECTION - t)? 12. 2`1 O ",�' 81"'1-0 ION u B -n gg�, , •;� ® Q C f''��” NOTE: PROVIDE 1/2" EXPANSION co JOINT BETWEEN SIDEWALK ♦ )^ AND ALL FIXED OBJECTS U A A W �/ U ui 1/2" RADIUS TOOLED JOINT OR B 7 - PLAN VIEW 1" DEEP SAWED JOINT (TYP.) SEE SITE PLAN 1/4" THICKNESS PREMOLDED EXPANSION JOINT FILLER SPACED Cc q20 O.C. MAX. ' EXTEND JOINT FILLER FULL DEPTH OF SIDEWALK 2" SLOPE 1/4" /FT. v (TYP) MAX. 2" 5.0' 5.0' 1 5.0' 5.0' 5.0' 1 5.0' 5.0' (TYP) O / 4" 6 PC CONCRETE TYP NOTE: (TYP) L4" REINFORCEMENT (TYP) U WILL BE No. 4 BARS 18" O.C. COMPACTED, UBGRADE SECTION A—A EACH WAY MAX. SPACING 90% STD. PROCTOR(TYP) SECTION B—B SHEET NUMBEI CONCRETE SIDS ALK C_08 N.T.S. n Qz> CCSz _ 00 LIGHT POLE z rn w Ow <z 0x Lo _j 0):2i=j uj I � PAVEMENT SECTION NOTES Ld �� 1 _ Y W W rn r- 1. ALL PROPOSED PAVEMENT AREAS SHALL BE PROOF ROLLED oLno N x °N° w z AND ANY WEAK OR SOFT AREAS SHALL BE REMOVED AND O~ O REPLACED WITH COMPACTED SELECT FILL. a_ 2. COMPACTION CHARACTERISTICS OF SUBGRADE AND FILL SHALL BE PERFORMED ON AN AVERAGE RATE OF ONE (1) TEST FOR EVERY 300 LINEAR FEET OF CIRCULATION LANE OR EVERY 5,000 SQUARE FEET OF PAVEMENT AREA, WHICHEVER WOULD PRODUCE THE GREATEST FREQUENCY. 3. CONCRETE PAVEMENT SHALL HAVE CONTROL JOINTS ON A ® ",kc MAXIMUM 15 FOOT SPACING EACH WAY. EXPANSION JOINTS �'(P�E+�F.:,,�j. SHOULD BE PLACED ON A MAXIMUM SPACING OF 60 FEET AND ���.• •4tS� 1 AT ALL DRAINAGE STRUCTURES. `.•.•• 4. STABILIZATION SHALL EXTEND 2' BEYOND PAVING LIMITS. �• CHRIS HARRI 5. ALL PAVING SHALL BE IN ACCORDANCE WITH THE94859 •� GEOTECHNICAL REPORT RECOMMENDATIONS FOR THIS PROJECT. ,�.4P�NSE s F- N 'S CJ COLLJ 0 CD O 0 W I- (_ Cc' ; � N N Q m i � m Q D \ d o Ih D Y cfl O o w z U NO. BARS atee o Q v 5'x5' TREE WELL (TYP.) _ 41'58'54 — 307.80' JOHN C. CULPEPF -R,1II 1905 SQ FT 2697/256 ZONED NG -2 NO. 3 BARS ON 12" (.C.E.W. ON 18" O.C.E.W. 4000 PSI CONCRETE @ 28 DAYS 3,500 PSI CONCRETE @ 28 DAYS o a . • d 00 a a '•'a G ;a, - . ` . �.. • , e e , e ., • e 7 e • d I T 0 co 7 UJ `- TYPE A HYDRATED LIME STABILIZED ' -11— ^' /0 r"IA SUBGRADE. STABILIZED AT 6% PER DRY UNIT WEIGHT. COMPACT TO DRY UNIT WEIGHT. COMPACT TO 95% MAX DRY DENSITY AT -1 % TO 95% MAX DRY DENSITY AT -1% TO +3% OF OPTIMUM MOISTURE +3% OF OPTIMUM MOISTURE CONTENT PER STANDARD PROCTOR n/ CONTENT PER STANDARD PROCTOR COMPACTION TEST ASTM D698. z LL COMPACTION TEST ASTM D698. SEE PAVEMENT SECTION NOTES DUMPSTER PAD Ur' O REGULAR DUTY CONCRETE SECTION N.T.S. z U N.T.S. \\ 24" 6" 15" n 1/4"R NOTE: 3" EXPANSION JOINTS IN 5'$ CURB & GUTTER SHALL 28 -DAY CONCRETE 1/4' R BE SPACED AT A STRENGTH = 4000 psi MAXIMUM DISTANCE OF 12"31 4j 60' APART AND AT ALL 1 o 6„7"RADIUS POINTS. P.0 AND P.C.'S TYPE "BB" L CONTACTION JOINTS IN CURB & GUTTER SHALL O = ##4 BARS 3" 2" BE SPACED - — MAXIMUM DI T� = 3/4" X 18' SMOOTH 4>� 10' APART.�e�/ EXPANSION DOWELS 3„y _ K t..(- TYPICAL COMBINED JUN 0 6? 136A r Z CURB + GurntR SECTION - t)? 12. 2`1 O ",�' 81"'1-0 ION u B -n gg�, , •;� ® Q C f''��” NOTE: PROVIDE 1/2" EXPANSION co JOINT BETWEEN SIDEWALK ♦ )^ AND ALL FIXED OBJECTS U A A W �/ U ui 1/2" RADIUS TOOLED JOINT OR B 7 - PLAN VIEW 1" DEEP SAWED JOINT (TYP.) SEE SITE PLAN 1/4" THICKNESS PREMOLDED EXPANSION JOINT FILLER SPACED Cc q20 O.C. MAX. ' EXTEND JOINT FILLER FULL DEPTH OF SIDEWALK 2" SLOPE 1/4" /FT. v (TYP) MAX. 2" 5.0' 5.0' 1 5.0' 5.0' 5.0' 1 5.0' 5.0' (TYP) O / 4" 6 PC CONCRETE TYP NOTE: (TYP) L4" REINFORCEMENT (TYP) U WILL BE No. 4 BARS 18" O.C. COMPACTED, UBGRADE SECTION A—A EACH WAY MAX. SPACING 90% STD. PROCTOR(TYP) SECTION B—B SHEET NUMBEI CONCRETE SIDS ALK C_08 N.T.S. n 0 x U- W 0 CD m x U -w W w cn co X20 w U- cr W z: cmD CV:) F7 Q 0 04 x W) 0 U - z: 00 1- Uj U� W b 2 Ir 11L 5; A tD F- xw Io LL Uj w r) x w wo U) LLJ W U)rz cl) U- - 0 , 5: W, 0 co x a. 0 15 . ci C cl) IU0 V3 V) c: a C 0 E Y 0 0 C vi U3 -0 c: a c 0 i N 0 5 7! MATCHLINE THIS SHEET Fl- - -: - -- F THE RAMPARTS cu VOL. 477, PG. 145 Au ZONED NG -3 L IN J 42*00'06"E 351-02,, < - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - U- 0 A -77 tLAl LL- F - STA: 1+21.35, STRM LINE A 100 CONSTRUCT 4 DIA. 0 EXISTING BUILDING STORM � MANHOLE I RIM: 334.90 INV IN: 330.71 330.61 !j INV OUT. A 0 • CL =3 CL � .2 % CL (n 7 ` \ 0 ti o co 0 LA �� .2 > I 00F - k 00 E OD OD SAINT MARY CATHOLIC CHURCH 11 O THE RAMPARTStil, � LOT 2-R VOL 4512. PG. 277 ZONED NG -2 Gl Q) L LL I 1z so o cfj 00 Ics m 0 clici - 8" ST w 0 Uj DRAIN @ 0.50% MIN C-3 -T- 0 -DETENTION POND , STA: 4+80.06, STRM LINE A Z CONNECT TO PROP. cj) cf) DETENTION SYSTEM 0)0 RIM: 335.92 z [,j -n INV OUT. 333.50 10000' Ed 000 r,,,, U< w i 23 L.F. TRENCH Q 2: > �55 v-INSTALL DRAIN CONNECT TO 6" PVC ,-A5 Z STA: 4+16.40, STRM LINE A W E ADA COMPLIANT GRATE ROP F, r- AND RESTRICTION STRUCTURE V) (REF. DETAIL THIS SHEET) :3 0 01) r, INV IN: 332.94 ry INV OUT. 332.84 A zc 2 z SAND4000MPACTED IN MAX x (N Ld 0 LL 0 o cn LIFTS 12" 8q IF 95% ASTM D-1 557 (a LLJ z U5 CD 0 LL. 1.1 < V) LLJ < Y w Li 0 0 OPTIMUM MOISTURE) Li 0 w 0 05 -Z, CL 0 E LO 00 g0 0 co h -4 as z Q) CL LO yr CL U) 1 0 6A .2 c -x 5, c) A 0 • CL =3 CL � .2 % CL (n 7 ` \ 0 ti o co 0 LA �� .2 > I 00F - k 00 E OD OD SAINT MARY CATHOLIC CHURCH 11 O THE RAMPARTStil, � LOT 2-R VOL 4512. PG. 277 ZONED NG -2 Gl Q) L LL I 0 S- SS SS SS 0 E w :3 0 C a Bi STA: 0+07.83, STRM LINE B CONTRUCT 5' STD. CURB INLET TC: 339.03 INV OUT. 334.68 8 LF OF 18" RCP STRM LINE B CONNECT TO PROP. DETENTION SYSTEM INSTALL 18" PVC ROOF DRAIN @ 0.50% MIN 1z so o cfj 00 Ics m 0 clici - 8" ST 0 S- SS SS SS 0 E w :3 0 C a Bi STA: 0+07.83, STRM LINE B CONTRUCT 5' STD. CURB INLET TC: 339.03 INV OUT. 334.68 8 LF OF 18" RCP STRM LINE B CONNECT TO PROP. DETENTION SYSTEM INSTALL 18" PVC ROOF DRAIN @ 0.50% MIN 71 LF OF 24" RCP STRM LINE A 17 a- v) LEGENI 4 III Ld LL;, - n W < FIL II 1 _ vo� ASPHALT UTILITY CUT W REPAIR 2" TYPE D 0 PER TXDOT ITEM 34 II EX -01 STA: 0+00, STRM LINE A CONNECT TO EXIST m CURB INLET Z' RIM: 331.82 INV IN: 329.40 00 0 00\ I' ! 1 loo� M G N E R Ili(0 4.00' CATIONL CURB INI STAT II 2 REFER TO, LA 1 CONNECTONS BRESTRICTION WALL �A 4.00 4'x4' JUNCTION JqB BOX 0 4" INTERIOR oo CONCRETE DIVIDING WALL C, 0.50' 3.36' F2r4j" 24" R P A6 I RCP X 0 20' 40' T!!� GRAPHIC SCALE 20' ZONING LIMITS PROPOSED EASEMENT EXISTING EASEMENT PROPOSED STORM SEWER PIPE PROPOSED ROOF DRAIN PROPOSED TRENCH DRAIN EXISTING STORM SEWER PIPE PROPOSED UNDERGROUND ELECTRIC PROPOSED SANITARY SEWER PIPE PROPOSED WATER PIPE PROPOSED CURB INLET PROPOSED CATCH BASIN / DROP INLET PROPOSED STORM MANHOLE L NOTES AND MANHOLES SHALL BE PER CITY OF COLLEGE ) DETAILS UNLESS OTHERWISE NOTED. APE PLANS FOR LANDSCAPE DRAINS AND ENEEMEME -3" S so 8" ST - 8" ST clici - 8" ST w INSTALL 12" PVC ROOF Uj DRAIN @ 0.50% MIN C-3 -T- 0 -DETENTION POND , STA: 4+80.06, STRM LINE A Z CONNECT TO PROP. cj) cf) DETENTION SYSTEM 0)0 RIM: 335.92 z [,j -n INV OUT. 333.50 10000' Ed 000 r,,,, U< w i 23 L.F. TRENCH Q 2: > �55 v-INSTALL DRAIN CONNECT TO 6" PVC ,-A5 Z STA: 4+16.40, STRM LINE A W CONSTRUCT 4'x4' JB WITH ADA COMPLIANT GRATE ROP F, r- AND RESTRICTION STRUCTURE V) (REF. DETAIL THIS SHEET) TG: 338.62 01) r, INV IN: 332.94 ry INV OUT. 332.84 A 71 LF OF 24" RCP STRM LINE A 17 a- v) LEGENI 4 III Ld LL;, - n W < FIL II 1 _ vo� ASPHALT UTILITY CUT W REPAIR 2" TYPE D 0 PER TXDOT ITEM 34 II EX -01 STA: 0+00, STRM LINE A CONNECT TO EXIST m CURB INLET Z' RIM: 331.82 INV IN: 329.40 00 0 00\ I' ! 1 loo� M G N E R Ili(0 4.00' CATIONL CURB INI STAT II 2 REFER TO, LA 1 CONNECTONS BRESTRICTION WALL �A 4.00 4'x4' JUNCTION JqB BOX 0 4" INTERIOR oo CONCRETE DIVIDING WALL C, 0.50' 3.36' F2r4j" 24" R P A6 I RCP X 0 20' 40' T!!� GRAPHIC SCALE 20' ZONING LIMITS PROPOSED EASEMENT EXISTING EASEMENT PROPOSED STORM SEWER PIPE PROPOSED ROOF DRAIN PROPOSED TRENCH DRAIN EXISTING STORM SEWER PIPE PROPOSED UNDERGROUND ELECTRIC PROPOSED SANITARY SEWER PIPE PROPOSED WATER PIPE PROPOSED CURB INLET PROPOSED CATCH BASIN / DROP INLET PROPOSED STORM MANHOLE L NOTES AND MANHOLES SHALL BE PER CITY OF COLLEGE ) DETAILS UNLESS OTHERWISE NOTED. APE PLANS FOR LANDSCAPE DRAINS AND ENEEMEME so clici 0 w cu Uj C-3 -T- 0 Lg M Z C-) cj) cf) 0 � 0)0 < z [,j -n C14 UEE 5� z ELE Ed 000 r,,,, U< w R3 Q 2: > �55 X i- Lo cn V) clici 0 w cu Uj C-3 -T- 0 Lg M Z C-) cj) cf) 0 � 0)0 < z [,j -n C14 UEE 5� z ELE Ed 000 r,,,, U< w R3 Q 2: > �55 X i- Lo z z C)f LL, < LIJ Z cn W ,j L L F, r- cn V) Z 3 0 Q! cf) 01) r, a- C14 ry < zc 2 z SAND4000MPACTED IN MAX x (N Ld 0 LL 0 o cn LIFTS 12" 8q IF 95% ASTM D-1 557 (a LLJ z U5 CD 0 LL. 1.1 < V) LLJ < Y w Li V) 0 OPTIMUM MOISTURE) Li 0 w 0 05 as z J. CHRIS HE 0400*441046.9ve ... io g;- 94859 CONCRETE PAVEMENT (INCLUDING SIDEWALK CROSSINGS) V) clici 0 rn cu Uj C-3 -T- 0 Lg M C-) cj) cf) 0 � 0)0 < z [,j -n C14 UEE 5� z ELE Ed 000 r,,,, U< w R3 Q 2: > �55 X i- Lo z z C)f LL, < LIJ 0) 2F LnLilj -j < cf) W ,j L L F, r- V) >- LU 3 0 Q! cf) 01) r, a- C14 ry < 0 cn C14 < 00 z SAND4000MPACTED IN MAX x (N Ld 0 LL J. CHRIS HE 0400*441046.9ve ... io g;- 94859 CONCRETE PAVEMENT (INCLUDING SIDEWALK CROSSINGS) V) -5 Uj o C-) Z 0 C ) 0 q LLJ 0 0 LLI C-4 cf) W CEMENT STABILIZED BACKFILL 0 Ln 0') V) >- LU m < (1 1/2 SACKS OF CEMENT PER CY a- C14 < C'� 0 < SAND4000MPACTED IN MAX < LL LLJ LIFTS 12" 8q IF 95% ASTM D-1 557 (a LLJ z z CD 0 GRANULAR MATERIAL* V < V) LLJ < Y w (MANUALLY CONSOLIDATE AT V) 0 OPTIMUM MOISTURE) 6 - UNDISTURBED SOIL 7D T SECTION B -B M IN./l 2" MAX. TOP OF GRATE EMERGENCY 'FOR RCP, USE GRADE 4 CRUSHED STONE (NOMINAL) OVERFLOW ELEV=Z38.62 TOP INSTALL ADDITIONAL 12"x12" #4 BENT DEFORMED BARS TIED TO JUNCTION BOX EMBEDMENT AND BACKFILL TRENCH STEEL EXPOSED WHEN DE JAIL FOR STORM PIPE UNDER IA CASTING JUNCTION BOX TOP OF WALL = 336.30 - 4"INTERIOR CONCRETE PAVE MIENT & SIDEWALK CROSSINGS DIVIDING WALL W/ # Al BARS 6 O.C.E.W N.T.S. 0.75' 0.50' CLEAR OPENING SECTION A- REVPMVI�,-j 1 FL 332.94 c� 1. REFER TO CONSTRUCTION DETAILS FOR JUNCTION BOX IF \V� ? n 1.I. STA: 0+86.73, STRM LAT Al / / V CONSTRUCTION. CONTRUCT 5' STD. 2. REINFORCMENT STEEL SHALL BE LEFT EXPOSED FOR CASTING OF pevii, THE CONCRETE DIVIDING WALL WHEN CASTING THE JUNCTION BOX. GRATE INLET TC: 337.44 INV IN: 332.90 4'x4' JUNCTION BOX RESTRICTION DETAIL INV OUT: 332.79 V) EXIST GROOM Ld N.T.S. COMPACTED S�ECT FILL TO BE USED OVER PROP. GROUND 0 F- F! INV IN 24": 331.95 OUTFALL 333.50 DETENTION VAULT i FL @ INV OUT: 331.86 0.50 STA: 1+o8, sTRm LA Al PROP END AND PLUG 187 5 CID 7,�00 -3; i - -5-1 U A3 A4 F11-1 1�5 LF OF 18" RCP 'STA: 2+48.81, STRM LINEA STA: 3+45.72, STRM LINEA STRM LATA/ CONSTRUCT 4' DIA. CONSTRUCT 4' DIA. RIM N.T.S. EXIST. GROUND • RIM: 337.20 INV IN: 332.23 59 LF OF 24" RCP INV IN: 332.62 STRM LINE A 1 21 LF OF 18" RCP INV OUT: 332.13 INV OUT: 332.52 --STRM--LA-T -A4 STORM MANHOLE STORM MANHOLE DETENTION POND CROSS R)ECTION AA 336.84 CA Q TIOM! -zz -129 9/ LF U� Z4 RGH EXISTING UNDERGROUND UTILITIES IN THE AREA OHP HH -[EGHP CONTRACTOR IS RESPONSIBLE FOR DETERMINING 1% MOM c:0 F0 THE HORIZONTAL AND VERTICAL LOCATION OF 2 ------- ALL UTILITIES PRIOR TO CONSTRUCTION. _ 7 0 1 CONTRACTOR SHALL BE RESPONSIBLE FOR ANY JOHN C. CHURCH AVENUE C U L P E P`f5P-R,,I I I REPAIRS TO EXISTING UTILITIES DUE TO DAMAGE CALL BEFORE YOU DIG 1905 SQ FT INCURED DURING CONSTRUCTION. CONTRACTOR DIG TESS 2697/256 I CULPEPPER FAMILY, L.P. SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES ON THE PLANS. W ZONED NG -2 T- 1-800-DIG-TESS MATCH least 72 hours prior to digging) 6MEET NUMBA C-1 1 V) Uj Z 0 C ) 0 W (D w r in 01 LL ry 0 6MEET NUMBA C-1 1 i THE RAMPARTS or o ` VOL. 477, PG. 145 ' v -- U,- -------- ;; .___ _ -- ZONED NG -3 uce 4/4 \ \ I N 42'00'06"E — 351.02' j I- ----------- — — — --— — -- / I INSTALL UNDERGROUND V I 1 _ I I i ELECTRIC COUNDUIT o (REF. DETAIL THIS SHEET) •� f 1 O fn v I • I C E I I 1 II Y I I I I i INSTALL UNDERGROUND ---- - I) � I i I GENERAL NOTES u N I qfT I I ELECTRIC COUNDUIT � I I (REF. DETAIL THIS SHEET) M C� COIt �Z II I LL 0 � I Z o I ( 2/`I' I • (L� O 3 I 1 I _ I cn N I o I 1 Z ? 1- U ( IINSTALL UNDERGROUND ( ! ELECTRIC00 NI w I --- (REF. DETAIL TH IS SHEET) I I r o I G I IC y N I 1� i I I •. N o00 O TI I I 5.6' P.- E o VQL J /PG °\ I I _ _ i Y I I T ..__ 1 I I `f) o I P.U.E. VARIES 0 o I VOL _/PG o I /� ~ IC W N U G7 N - GAS METER ° N I 1 I I� O W N i Otr; 3 I \ I I col 10" SANITARY SEWER y N /'� 11 / ° ( _ I LINE B, REF: C-16 I �\, i ' I .- INSTALL: I ---"------ - 1 - 8" GATE VALVE W/ LOCKING LID ( / i , I INSTALL: / o n 2 - 4" 45' BEND i N C.,a) STRUCT PAVEMENT U �ITY PATCH I 1 - 4 -COMPOUND METER 2 I (; F DETAIL THIS SHEET a I r INSTALL: E , ice , - — 2 - e 90' BENDS \ f t �. ap 1 - 4" COMPOUND METER \ / / I ". F E WATER SERVICE ° co �= Ily Op�FS �I i 1. SEE M.E.P. PLANS FOR COORDINATION OF PLUMBING CONNECTIONS T BUILDING. 2. ALL QUANT111ES OF MATERIALS IN THESE PLANS ARE FOR REFERENCE ONLY AND SHALL BE VERIFIED BY THE CONTRACTOR. 3. UTILITY DIMENSIONS ARE MEASURED FROM FACE OF CURB. 4. ALL UTILITIES SHALL STOP 5' FROM BUILDING OR STUB OUT FROM AVING. 5. CONTRACTOR TO CONFIRM ALL EXIST!NG ELEVATIONS AT CONNECTIC14 POINTS PRIOR TO CONSTRUCTION. 6. FIRE SUPPRESSION LINES SHALL HAVE A LOCKABLE LID ON THE IS LATION VALVE. THE LOCKABLE LID SHALL, AT A MINIMUM SUPPLY PROTECTION AS THE AMP OR USA, LL562 LOCKING LID. ALTERNATE LOCKING LIDS SHALL BE APPROVED BY COLLEGE 'STA ON UTILITIES DIRECTOR OR HIS DESIGNEE. 7. ALL WATERLINES LOCATED UNDER PROPOSED PAVEMENT SHALL HAf�E STRUCTUR L BACKFILL PER CITY STANDARDS. SANITARY SEWER NOTES 1. ALL SANITARY SEWER LINES SHALL BE SDR26-ASTM. WATER NOTES 1. FOR LINES 4" THROUGH 12" WATER LINES SHALL BE PVC PER AWA C909,', 3" AND SMALLER WATER LINES SHALL BE SDR 21 PVC PER ASTM. D2241. 0 20' 40' GRAPHIC SCALE 20' METER TYPE WATER DEMANDS GPM WAl METER R SIZE LOADING SANITARY SEWER (GAL/DAY) MIN AVG. MAX DOMESTIC 160 240 380 4" U- `' `t O PROPOSED SANITARY SEWEF (' 20,800 COMMERCIAL 1.0 30 80 1 2" CONDUIT! (CONTRACTOR TO FURNI 3330 IRRIGATION 1 1.0 15.0 20 1 2" ¢ m N/A LEGEND ti 1a��, i .. �- aNSTRUCT PAVEMEN UTILITY PATCH (EF DETAIL THIS SH' `f) 0 0INSTALL:to if) 2 \ 1 - 2" 90' BEND _ 1 - 2" IRRIGATION METER `'77 r c- 1 IRR BFP PER CITY STNDS. 3 CA o ` \\ ` V PROP. 35' P.U.E. \ i VOL. /PG. O UCT PAVEMENT UTILITY PATCH --TAIL THIS SHEET) ST. 8" TER LINE 4 8" SANITARY / CL \ in V A 1 SERVICE / I o \ 2 O -0 c _ U 0+ O / w , t7 E too i 3p,En B O N SAINT MARY CATHOLIC CH�RCH x oTHE RAMPARTS I I I ,. c LOT 2—R ( / \ c CL VOL 4512. PG. 277 NI s ZONED NG -2 I Ii x °' ' Uw o, z INSTALL UNDERGROUND w w • ( I INSTALL SALVAGE FIRE HYDRANT;' / / 12 WATER LINE TO xto j 1� II I ELECTRIC COUNDUIT / REMAIN M i; CC4 co - ( (REF. DETAIL THIS SHEET) N 0 o i Olo _ _ aCLOx- ------ 6i= V tin ( uGE ------ ------ —"'I-- �<<+`- — ---- --t U• fA N F i i s e• i S � i �. G� ...�• r s i _ �E _ n UGE OH \ CD LL. N o -. _.: "t9�,P---—'®=—"Oii`r""'—UNP - OHP HP - - \ � 2/4 / 4 - s F 7.80 s \ \ X o� _ - ssC3\ ss , ss ,s s> - ss .5; cn / � � °- '3 ss ss ss ss — -�.�- X �i� so so o so ;` ( c \ / CONSTRUCT PAVEMENTT UT1 ITl' PATCH CHURCH AVENUE ��� JO C. CULPEP�III D \ 'S 01 -(REQ^DETAIL THIS F"cET) U- �o o W I' It a a CONSTRUCT PAVEMENT UTILITY PATCH 905 SQ F \ / ' I, rill _t^ r. �4AAIi X. - (REF DETAIL THIS SHEET) \ �.:,o I - L { P L I w 0 — `y +y w w — vi I ��`', ZONED""'/ NG -2 ( ►I TRACT 2— 4:924 ACRES w o I 4073/34 I �� W LL w LL `\ \� 1 ,! ZONED NG -2 N \\ \ Ixao3 w 30" MIN 12" (TYP) ALUMINUM TRACER TAPE, AT 12" BELOW GRADE (TYP.) NATIVE MATERIAL COMPACTED IN MAX 8" LIFTS TO 90% MAX DENSITY (ASTM D-698) DOWE (8" INTO EXISTING C STRE d -;^ 4E PROPOSED PUBLIC WATER L PROPOSED PRIVATE WATER INE PROPOSED SANITARY SEWEF LINE PROPOSED UTILITY EASEME z PROPOSED FIRE HYDRANT PROPOSED WATER METER & SERVICE'U PROPOSED GATE VALVE U- `' `t O PROPOSED SANITARY SEWEF MANHOLE PROPOSED SANITARY SEWER CLEANOUT EXISTING SANITARY SEWER JANHOLE NUMBER OF CONDUITS / CONDUIT! (CONTRACTOR TO FURNI 14 AND INS CSU TO FURNISH AND IN TALL WIRE ALUMINUM TRACER TAPE, AT 12" BELOW GRADE (TYP.) NATIVE MATERIAL COMPACTED IN MAX 8" LIFTS TO 90% MAX DENSITY (ASTM D-698) DOWE (8" INTO EXISTING C STRE d -;^ C) 2" (TYP) `'" ' . CEMENT STABILIZED BACKFILL PROP 2"C( Q N (1 Y SACKS OF CEMENT PER CY S z OF SAND) COMPACTED IN MAX 8" N M t 7 6" LIFTS TO 95% ASTM D-1557 PROP 2" IRRIGF U- `' `t O O D �� UNDISTURBED SOIL M w ZO 0- cV .O� Of to PROP 2" IRRIGA' N 6" MINJ12" MAX. SUPPLY �Q - a Q 04 ¢ m U � EMBEDMENT AND BACKFILL TRENCH DETAIL FOR ELECTRICAL CONDUITS Q 3 N.T.S. Y ¢ LL STOP! Z � I CUT CONCRETE STREET CALL BEFORE YOU DIG L) N.T.S.m `y DIG TESS OM, P 1, i A *N,', C' 1-800-DIG-TESS \ (at least 72 hours prior to digging) N IN INCHES PVC, 0 z r: i• J. CHRIS -H� go s�q WPM,eeeeie Atz. cn z STRENGTH= 3500 psiE.W. � MIN►�.�7E0 z O `v m E m cn o_ N_O cr 0 5 W w Of to 5 (n > in m - a Q 04 ¢ m m O Q 3 Y ¢ LL Z � CUT CONCRETE STREET o L) N.T.S.m OM, P 1, i A *N,', C' U SEF' 13 ?0Q ENGINEERING 0 z r: i• J. CHRIS -H� go s�q WPM,eeeeie Atz. cn z STRENGTH= 3500 psiE.W. � ~ z O `v 6" I r--- SAW CUT ; w 0 —� cn o_ N_O cr 0 5 W w Of to 5 (n > in m - a Q 04 ¢ m m O Q 3 Y ¢ LL 0 z r: i• J. CHRIS -H� go s�q WPM,eeeeie Atz. I. 4 BARS, 18" 0.C.28 -DAY CONCRETE z STRENGTH= 3500 psiE.W. � ~ N O `v 6" I r--- SAW CUT ; w 0 —� o w N = U) Of to ~CJ' in m - a Q 04 ¢ LL0 m O Q w w Y ¢ LL Z � CUT CONCRETE STREET o L) I. 4 BARS, 18" 0.C.28 -DAY CONCRETE STRENGTH= 3500 psiE.W. � #5 BARS, :XIST. PVMT.), 6" LG., COMPACTED CEMENT @ 18 O.C. STABILIZED SAND 1NCRETE :T 6" I r--- SAW CUT ; EL 6" e� JNDISTURBED ----___SEE BEDDING DETAIL FOR SOIL-/ APPROPRIATE PIPE TYPE VARIES l.l.l Z OPEN CUT CONCRETE STREET N.T.S.m OM, P 1, i A *N,', C' U SEF' 13 ?0Q ENGINEERING tOP 2"COMMERCIAL M MMERCIAL CIAL 2" 900 BEN w �V1-�' of VlO — — — _____ S-5 ti PPLY LINE 4'90' BEND PROP. 4" DOMESTIC II I METER 'ION WM I PROP. 4" DOMESTIC TER SUPPLY LINE � I, I N ON I 1 INE 1 2" 90° BEND P TYPICAL SERVICE LINE DETAIL 0 N.T.S. I— U) U) JJ W E CAUTION!! IN THE AREA E XISTING UNDERGROUND )NTRACTOR E HORIZONTAL UTILITIES IS RESPONSIBLE FOR DETERMINING AND VERTICAL LOCATION OF ALL ILITIES PRIOR TO CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY REPAIRS TO EXISTING UTILITIES DUE TO DAMAGE INCURED DURING CONSTRUCTION. CONTRACTOR SHALL _ )TIFY THE ENGINEER OF ANY DISCREPANCIES ON V THE PLANS. ` SHEET NUMBER C-1 'Al I v GI 43 A U c N 0 �U O N Q a 0 N E Y O :n 0 0 O r CD 3 a 0 N U N 0 •U 0 N N Q a 0 c 0 i T n� E Y T .a c 0 0 a 0 v O C a 00 N 0 0 L 3 0 L c E U O 'o N t_ C O a� U c 0 aLi O 0 o. E v c 0 0 0 a) N 7 N b N L O a a� a 0 s U t L O C N U C O 0 a a U L= •U m CL N s L O 4- T G O -a Q1 c C N .r- 0 N N U L N N 0 O c C N E L N C C O N O O "'o \ , F \ c. y r _ / ( may\ \ �\ \ �` y /C7 o�j�VGtr mNa CL \ a. W w \ -STA: 0X22.89 �e ; _ `' ' / C-) -jof o INSTL'� Q O0 a `\ /. 4 3A /ten 77" _—.... STA: 1+87.73 STA: 0+38.98 INSTALL: INSTALL:- 1 - 8" 22.5' BEND 1 - 4" TAP 1+00 STA: 0+43.11-- ----- ------ -- � INSTALL: '• i 1 - 2" TAP i r 1 moo STA: 1+93.65 INSTALL: 1 - 12" X 8" TEE B" GATE VALVE 11- 12" GATE VALVE STA: 2+01.61 INSTALL: 1 - 12" 45' BEND \ -✓ / \4�\\ L STA: \` \� INSTALL•--�� \- -- 1 45' BEND / i o TA. 2+82.33 CONNECT TO EX! W� TER \ \ 2�8 a� A STA: 2+57.16 ` INSTALL: 1 - 12" 45' BEND WATER LINE A STA -0+50 - 3+50 C •O € N .0 $ C) a O LL w III X ai L CL C" x I"• LL W W In C .21 Z X (n (D Q c m � U a S2 co x wu�t' a °' C ai W JCN= U D N CV p 5. ID u- W�icl Via• �U0 xc6 IE; 0 LL c" O W L) xS`LQ1 Y C N a w 0Q 0 WU) Zf LL N_ XnJ�g O "'o \ , F \ c. y r _ / ( may\ \ �\ \ �` y /C7 o�j�VGtr mNa CL \ a. W w \ -STA: 0X22.89 �e ; _ `' ' / C-) -jof o INSTL'� Q O0 a `\ /. 4 3A /ten 77" _—.... STA: 1+87.73 STA: 0+38.98 INSTALL: INSTALL:- 1 - 8" 22.5' BEND 1 - 4" TAP 1+00 STA: 0+43.11-- ----- ------ -- � INSTALL: '• i 1 - 2" TAP i r 1 moo STA: 1+93.65 INSTALL: 1 - 12" X 8" TEE B" GATE VALVE 11- 12" GATE VALVE STA: 2+01.61 INSTALL: 1 - 12" 45' BEND \ -✓ / \4�\\ L STA: \` \� INSTALL•--�� \- -- 1 45' BEND / i o TA. 2+82.33 CONNECT TO EX! W� TER \ \ 2�8 a� A STA: 2+57.16 ` INSTALL: 1 - 12" 45' BEND WATER LINE A STA -0+50 - 3+50 REVIEWED FOR COMPLIANCE E � I SEP 13 2012 COLLEGE SfATION ENGINEERING v i �5 ow►y NOTE CROSSING REQUIREMENTS FOR SANITARY SEWER AND WATER LINES REF. TABLE SHEET C-15 � ( 0) . CD Z 0 �-+ rn E CZ NI N to O W ui O v LL~ I N �' o U X N E o�W�L,o Q >r �� CZ Lo� ry LL O!xQrn� F �u'V) t- N O O O N X N Z O o� Q J:• CHRIS HA �. 94869 + r Q 7) oLd L 3 Q L.Li O � 0)f-• d� to 0�3 m Q. c N Q m o Q co d W Z Y Y O O U tl� < _ fn C] L] U Z LLN O Z Q \ter W � J m N D N < N 00 c I N i Z Z U O W to rn sIxz o > ry F 3 0 20' 40' GRAPHIC SCALE 20' a a z REVIEWED FOR COMPLIANCE E � I SEP 13 2012 COLLEGE SfATION ENGINEERING v i �5 ow►y NOTE CROSSING REQUIREMENTS FOR SANITARY SEWER AND WATER LINES REF. TABLE SHEET C-15 � ( 0) . CD Z 0 �-+ rn E CZ NI N to O W ui O v LL~ I N �' o U X N E o�W�L,o Q >r �� CZ Lo� ry LL O!xQrn� F �u'V) t- N O O O N X N Z O o� Q J:• CHRIS HA �. 94869 + r Q 7) oLd L 3 Q L.Li O � 0)f-• d� to 0�3 m Q. c N Q m o Q co d W Z Y Y O O U tl� < _ fn C] L] U Z LLN O Z Q \ter W � J STA: 00 CONSTRUCT 4' A. MH ON EX. 10" S ARY MAIN `a ore G'c / � J 6 .+ ' i, i s r, -- ;' t r lap s�/� G �` .` f �!' � �'o/( s�" fes: �`\ ``�l�\ `'\'�, �``l C�r•�,,,,},// � i> ` 3 .ti S.'� C- �..._ ■■■ \ \ ° \ \k \ y, `" CIX GRAPHIC SCALE 20' � JG�` EXIST. `WATER i' /� ✓` ` ,• TO BE REMOVED ----_ STA: 1+82.91 \c - CONSTRUCT 4' DIA. MH ON EX. 10" SANITARY MAIN 400 04 �/ A STA: 35+16 CONNECT TO BUILDING' C •i 1"=4' VERT'.,-. [9 Oc o r E c ul X ul 0 d V a xt�F— Wc N u -W a r O� w -0 x <t T� < 2 � o x M F N W C x N = N U M o baS U i (nn d`=- X 02 M 3 �It oz ` X ~ UIN 5 O U. uj o x ch . . c w m- w a�¢ 0 o W cn Li o QW��N L STA: 00 CONSTRUCT 4' A. MH ON EX. 10" S ARY MAIN `a ore G'c / � J 6 .+ ' i, i s r, -- ;' t r lap s�/� G �` .` f �!' � �'o/( s�" fes: �`\ ``�l�\ `'\'�, �``l C�r•�,,,,},// � i> ` 3 .ti S.'� C- �..._ ■■■ \ \ ° \ \k \ y, `" CIX GRAPHIC SCALE 20' � JG�` EXIST. `WATER i' /� ✓` ` ,• TO BE REMOVED ----_ STA: 1+82.91 \c - CONSTRUCT 4' DIA. MH ON EX. 10" SANITARY MAIN 400 04 �/ A STA: 35+16 CONNECT TO BUILDING' V 1 VU 1 +UIV SSWR LINE A STA -0+50 - 2+00 ..324 1"=4' VERT'.,-. _ O o r E 5 uJ ) N W \ m r zm N O 348 <t m O w < m D o - Y 320 h N o�.- -- .. i (nn + (Q W �It oz W W h o N Hoz 1 z N N N to Li o in Z r e- V 1 VU 1 +UIV SSWR LINE A STA -0+50 - 2+00 GRAPHIC SCALE 20' i2 ..324 I i O r uJ ) N W \ m r N O I ( <t m O w I m D Y 320 h N --� -- w w i (nn N z N n W W h o N z z N N N O EXw I j O NN) L� U) W o o� o 0 4 316 < i I w u- u � u- O L.fo z V �q 1= C/3 � c3 Z N � 0) 0+00 1` cu — U _ - SSWR LINE Q f2 EI P- B STA -0+50 - 1 +00 GRAPHIC SCALE 20' i2 . 0�. t2.12 I i O r uJ ) N W \ m r N O Q d ON <t m O w Li.l m D Y Q 0 n w w i (nn N z o N z z QI O EXw L� U) W ry D 4 W O U O L.fo z V Z 1= C/3 � c3 Z N � 0) 1` cu — U rn o N u- N Wgw m 4n 0 0 Q f2 EI P- cb cn p ml v1 rn ( t• O 10DG[ ¢ Z ua cv v ujzpq X Z E "=3 o�Zh-¢o Q�C ZZ,!'NW -ltd .l =Wt--�Y J��mI� M0! Y rn W N N CD O N OLij < 0' N W N Z o o� r1�t oFrrFh •• rir :riir`ri�rrN rrirrirrriiN [} J- CHRIS B �.� y 7s.r�ip�Upirri..u.rirgnrr 94859 'r.� . 0�. t2.12 I i O uJ ) N W \ In r X 0 CL 04 d Q d ON <t m O w m D Y a to w w (nn O U z QI z L� U) W W W O U L.fo Z U I E - F-0 o� COMPLIANCE 1 AUG 3 1 2012 COLLEGE SATION ENGINEERING U) /Mr w �111� A^ Z o r � 1r—n Cf) W �/) i. W -w 01J U Q LL V SHEET NUMBS C-1 g , ` \ I \ `� U������U U����U������ � � U��U��K »~�U K�~UU,N�~ THIS UU�� ��K U�~�~ K l { FL i � � ioc,q, } � / \ / � / - - / THE RA�PA�TS ��c6 ^�_ " ' /� � | . / / \ -��- v~~~ ~'~v 11 � | �RAPHK}G[��E�J I Ljj ' � ��� �� � ` | ' � ` �. . �� � /' � � | | \ � ,--��� � \\` . | ` ' ' � | | \ � / ' ' | ' \ ' | | � ! | ! | �'"� , � �, \ | ' �� U | K �---' -- -- =-- '--=='�---'� |! / \, ` \\ � | | | �, U �r ( |U U |��| | | | | UU � ' ���� � � \ � ��� H��0�� "�� ` "���m��/ ,�`� �� /� � �������� ��� Iy/ ' � � n�'v�v"�x. ~. ' ���o_ \ � E�S��� y0�TER ��' u_ �������������� \ . � �_ `� \ ~| LhVE ��� � ��� �� ������� ~ / \ | ]UN OA Avroval | U� ` ^ ' ` ' '- �������� ��������;]RE��� ' ""n uv �O1� � ^ ~ \, � 9= E�S�NQ �AS LUVE� vu� -4+^�� } '^� | | / � N | � �«'� \ �\ ||��� | U U o� Li �| / ����������]���������--'���LANEv'��J��������1����N�@�| `�U / w \ m ��°~--�' " / v � - � u`�°.y'�.- - - � / ` �� � x |� , ���� n n ETI OWER LINE a , 1 1 PROM FIRE � :­ �­. 11 I - ......... .,.,.,.,.,..... . ... I I I i I � , , M I ILEP, -�a? �ft� I' h_� I \ -z _. 300 EXISTING CONTOURS '. , a** % - 1 1 I 1- - -- �ev[MR DmW .A 0 11 p ,.� - 1. ........... / . _", I / � I ''I I 'o ��i - I I 7 _11 PROPOSED SIDEWALK . _16obeeiso, -at ... *.#**so**:. , __ ... ... VAULT ............. - - - - "�, �, �, / � � I? 3: - 41�1,11_ `,�`.'-`�""_�", "',�",�11 :""",,* .................. ... ............ . 322,359 TOTAL GSF i I ill - (T. ft vy i , .r_ ­' � , �: I , * ... /' ` .......................... .. -.1 E I I .'t I � I - ! 1; 1�, ­_- 1. ACCORDING FEDERAL EMERGENCY MANAGEMENT AGENCY FIRM MAP NO. 48041CO144C, .!f , ,� I' , ./ ..... e ... jg .r 1, z 0 LANE * SIGN 50.0' C I �'!�'_ � -i, I .,.,. . . . . . . . . . . ........... .... - A EQUIPMENT I I '' - � EXISTING FIRE HYDRANT I ! � - __ - I �,',� 1-11 � � I I � � 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXACT LOCATION OF /Sl� ;;, = < � 11 m ;).. ..... .Mpl , � ) ALL EXISTING UTILITIES, EITHER UNDERGROUND OR AERIAL, PRIOR TO CONSTRUCTION. k-�_J) I— 0 11 - ,,-,'-,;�,�ir%**-�t ... ....................... - �', I I � i I N rz ,_ 7. CONSTRUCT ALL PARKING AND DRIVES AS PER DETAIL ST1 � �-_ -.�_- ~ , -11 ... . All'� i I - � I ,-_,,-� �; - 8. ALL MECHANICAL EQUIPMENT SHALL BE SCREENED FROM MEW FROM THE RIGHT- OF WAY F1 -m- 1 LIJ - i __ -, t 0 1 - . I I .. .............. ....... ;, . ��:;, I PROP. 4" COMMERCIAL WATER I I � I AND SHALL COORDINATE WITH THE BUILDING'S ARCHITECTURE, COLOR, AND I 1"� 11-�,"", I 1 9. FIRE LANE MARKINGS SHALL CONFORM TO ORDINANCE NO. 2529, CHAP 11 I (D �_, 4 '� 4m DOMESTIC METER Uu} �uuu�c||om �u�� o| |�� iJ|T O� COLLL�� 5l��ON CODE OF ORDINANCES. '� III � 11. �,, ` '' 1O. 1OD� COVERAGE OF �R�UNDC�\�R DECORATIVE PAVING DECORATIVE ROCK, -OR A ---P�REN|ALEl . I , I I -r- I.- �RASS |� REQU|RED |N PARK|N� LDT|SLANDS. SV0\LES AND DRAJNA�E A�EAS THE PARK|NC` ` m LOTSETBACK, RIGHTS-OF-WAY, AND ADJACENT PROPERTY DISTURBED DURING |PROPOSED LIGHT POLE � CONSTRUCTION. � \ 11. IRRIGATION SYSTEM WILL BE PROTECTED BY EITHER A PRESSURE BREAKER, A SITE � REDU�ED PRESSURE PRINCIPLE BACK FLOVVDENCE, OR A DOUBLE-CHECK BACK FLOVY . DENCE. AND |N�TALUED AS PER C|TY ORD|NAN�� 23Q4. \ ' 12. ALL BACK FLOW DEVICES WILL BE INSTALLED AND TESTED UPON INSTALLATION AS PER ClTY � | ORD|NANCE 23g4. ZONING-'`~ ^ _ / � 13. ALL SOLID WASTE CONTAINERS ARE REQUIRED TO BE SCREENED FROM THE RIGHT-OF-WAY DORMITORY �OQ UNITS) � \ AND ALL ADJACENTPROPER�ES 8YA 8|X FOOTH|QH OPAOUE 3CR[EN '~" \ ' � e . 3.049 AC. A3D,83D S�. Ft.) � \,LL 14. ALL 8|�N� ARE PERMITTED SEPARATELY. ^ ' _� 15. ALL DIMENSIONS SHOWN ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED. QE 3'049 AC. /13�,83O 8q. Ft.) DEVELOPED �1. 1G. CURB RETURN RADII ARE 2.O TO FACE OF CURB UNLESS O OTHERWISE. ' ' � 17. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS S OF S�--DN 7.1O OF THE G8.5 DU'/AC. I � UN|F|EO D[VELOPWENT�RD|NANCE. THE L|CHT�OURCE 3HALL NOT PR0JECTBELDYVAN � OPAQUE HOUSING AND NO FIXTURE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY. FIXTURES (OJ5 )*(0.75 FOR NG -2)= �VNLL BE �0UNTED |N SUCH A WANNER THATTHE PROJECTEO C0NE OF L|�HTD0ES NOT �5O SPACES/BED ' � In-] \ \ \ | ' '- CROSS ANYPRDPERTYUNE " \ � ' � | \ 18. ALL PA\�D AREAS SHALL HAVE O" CU8S UNL[8S OTHERVNSE NOTED. E�[X� a \ 5�g_-- 1R. ALL WATER MAINS SHALL BE PVC C-Q�9, ALL SANITARY SEWER MAINS 2O. '*nm / uE»xuuM \ __ ''- ' ' I.2O. FIRE SUPPRESSION LINES SHALL HAVE A LOCKABLE UD ON THE |SOLAT|ON VALVE. THE � o�uw»u�139 UNITS) = 278 __-- ° LOC�ABLE UD SHALL AT A W|N|�U� SUPPLY PROTEC�ON AS THE AMP OR USA LL5G2 � o�»n«um � \ , 198.00 ---- ��p, L0CK|N� L|D. ALTERN' TE LOC�|NQ L|DS SHALL BE APPROVED BY COLLE�E STAll'N UllL|�ES 4 BEDROOM �nn nw�\ = 88 � \ ' DIRECTOR OR HIS DESIGNEE. - TOTAL BEDS*PARK|NG RATIO = 416*8.5625 ! �1 THE STACK AT LEGACY- p ' TOTAL REQUIRED PARKING = �34 \ �� . POINT PHASE 1 OF A DEVELOPMENT SHALL BASED ON DORMITORY STANDARDS Q) \ .. CONSIDERED A STAND ALONE BUILDING PLOT FOR THE PURPOSES OF SIGNAGE. | � - � *zs« 334 SPACES (INCL. 11 HANDICAP) � ���� ~ | ' - � � � BU}U0N(� SQ FT TOTAL � \ ~-�- ,t3 �­, , , - - -1 ,j � � ��»�������K U����Un�� ��»������U�^� ��»���� ��� 1�,�� � R �� �� -~,~ \,;­,.` .-\ A ... ] CONSTRUCTION K������ U K«��U»N ����«�����_U~���UU`��� NOTES ���� M ^- -~� ' ' BUILDING 322359 SQ FT k, - 11 0 It I . i,�,, r I' < � ` 8V|�� TYPE VA WITH FIRE ` �� �,,v"".�/ ^ � SPRINKLER SYSTEM =�DO447 SO FT m \ � - � i 1. CONTRACTOR SHALL CONSTRUCT STORM WATER QUALITY PRIOR T0 CONSTRUCTION. ' ` � _- -� �� ��� ` �� �l ALL STORW DRAJNACE U�UllES |NCLU0NQ DETENllON SHALL BE CO�PLETE |N PLACE AND TYPE |A WITH FIRE � \ `�����`-- ,!�- `� |� � _ FUNCTIONING PRIOR TO PLACEMENT OF ANY IMPERVIOUS COVER. | SPRINKLER SYSTEM =121.912 SQ FT \ \ �y ~ ' �� ���� ���� - �� ` | O_ \16 i 8ARR|ER- '. ~- -- ` VN�LL (TY9. ' ��� � /� -j �`. '� ^.���� �z�� .��� ^,�,� TR IMPACT- PER LIDO SECTION I12.C2 A �A |S � ` � � _j ` _ �14. r, _It I - \ ' �� � �' � ' i ~� � \ \ '~ � � ` [� co � o» ` ELECTRICAL ' ���� |�� � `� ' ^.1. �.� ` BARRIER � � /.., �� � � � ^ � � �*z U FREE RAMP � ���)(� � � r | �� � U� Lij SAINT MARY CATHOLIC ��� UPH � 1 �� ou . ~� / U /; U 1 91', '�� �� �� �y � � ����� � � � � ����� ��C� �� � / U| � / uu �� Z� WATER DEMAND METER TYPE MIN AVG. DOMESTIC 160 240 COMMERCIAL 1.0 30 IRRIGATION , 1.0 15.0 1 PER NO MORE THAN 30 ��|N� P� DED' 152 SPACES ,� ' -' ' N|U NO. 4BARS »)w� �~� U | ON1a^O.C.sx« \ -u�mP8|COwC U ��� « � U � THE ���p�RT��� \ l [� � ' � V�JJ- '. , mm my �*�� c\ � � ./�`�.```����.�.�.�.�.� ������������` / ���� /\ �� y | ~! ! � | `Uj � �_ r�,�' ^~^ `� ` �,,� °`. ��� �a ,�^ �� �� �� ^��\ U | | \ � 28 DAYS | U " ��' � � . � x � . � . � 2 � � "� 6 � .Ij� � CO 5 � �� .� � � � � � 09- _ � LL Iz ��5 o M��� D KU 0 -- - _ l\/| PROP.-'- | RACKS (TYP.) l �/ 'I Z2�/ FIRE� ll/PROP. LANE SIGN LIGHT _/ /_/ J (1000 GPM �, jr_,-,� -rn - - ­ - 1 , � 0 - .. N.T.S. 11 z I I m ��- o o , , , ,/ 17��7�,_ :r' I--- BY SEPARATE INSTRUMENT ov OWNERIAPPLJCANT KIMLEY-HORN AND ASSOCIATES, INC. .- - �­ 'r, ,,�,: � ... ... _.," e TE1AS AVE, Sul THE RAMPARTS . _���_-�_L�z_�___�____ . 'o --- it I LL_ 7EL: (979) 696-1444 FAX NO. (979) T' 5-9599 BRAZOS, TEXAS C-04 00 ARCHITECT 5G Studio Collaborative, LLC.. 800 Jackson Street, Suite 500 Dallas, TX 75202 ph: 214-670-0050 DEVELOPER MANAGER Collegiate Companies 6363 N. State Hwy 161, Suite 500 Irving, TX 75038 ph: 972-759-1600 BUILDER Collegiate Builders 16000 North Dallas Pkwy, Suite 500 Dallas, TX 75248 ph: 214-651-7103 CIVIL ENGINEER Kimley-Horn and Associates, Inc. 7800 South Texas Avenue, Suite 201 Bryan, TX 77802 ph: 979-775-9595 STRUCTURAL ENGINEER TMBP I CLICK 325 N. ST.PAUL, SUITE 2850 DALLAS, TX 75201 ph: 214-871-2302 MEP ENGINEER Clear View Design, LLC 4131 N. Central Expressway, Suite 200 Dallas, TX 75204 ph: 469-878-5201 LANDSCAPE DESIGNER SMR LANDSCAPE ARCHITECTS, INC. 1708 N. Griffin St Dallas, TX 75202 ph: 214-871-0083 REV. DATE ISSUE TITLE 1I no 4G 17 QITC DI AAI ADDD(1VA1 DAruAr_c 11 THE STACK STUDENT LIVING AT LEGACY POINT The Ramparts Lot 1-R 1 711 Church Ave College Station, T STREETSCAPE/ LEVEL L1 GARAGE PLAN CLD007 A01.00 PROJECT NUMBER S H E E T N U M B E I I i NOTES: I 1. ALL VERTICAL CONCRETE OF 6" IN HEIGHT OR MORE TO BE SCREENED OR TREATED TO LOOK LIKE STONE, BRICK, OR OTHER ALTERNATIVES APPROVED BY THE ADMINISTRATOR. 2. THE STACK AT LEGACY POINT IS PHASE 1 OF A DEVELOPMENT AND SHALL NOT BE CONSID€RED A STAND ALONE BUILDING PLOT FOR THE PURPOSE OF SIGNAGE. 3. ALL MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW FROM THE RIGHT OF WAY USING OPAQUE MATERIALS THAT ARE PREDOMINANTLY FOUND ON THE PRINCIPAL STRUCTURE AND I 1 I SHALL COORDINATE WITH THE BUILDING'S ARCHITECTURE, COLOR, AND SCALE. I I I i —•— •--•------•--•--•— •--•---•--M — -- -- -- — TO BE '--•--•--•--•--•— • -- IN. N HEIGHT SCREENING SHRUBS �— —•-- --•--•-- . ; �, ,.. s...- • CROSS STREET PROVIDED FOR LENGTH OF PARKING I I � POLE LIGHTING FOR PARKING AREA ice• - - -- I • o Z �CD ��'� • /•• ECK 00 - - o I / 24 BIKE SPACES 00 5HT HEIGHT METAL PANEL SWEL ING AND GATE �- — - - TO MATCH BUILDING JUATIAL AND COLOR 1 • 48 BIKE .SPACES o . a.-—PAiSMOUNTED SWITCHGEAR OLE LIGHTING F R PAR0G ARN 15'-2�" 41 AERIAL FIRE LANE — — — — — — —11 SPACES ®9' EA = 99'-0"— — — — — F �, of MIN. 3FT HEIGHT SCREENING SHRUBS Bt IA04.00 0to / 30 CU.YD COMPACTOR I i z o \ SUMP PUMP UNDERGROUND �� / ' I o z \ 11'-0" VAULT WITH SURFACE GRATE 16 SPACES ®9' EA = 144'-0" 11'-0" 23'-0" 10'-0" 5 SP @ 9' EA = 45'-0" ' _ 23'-0 �` AERIAL FIRE LANE " 1,•p°= p�c 0 , o n r : �' 30 BIKE SPACES SECURITY ARM o afy I, I I I- I I EXTERIOR WITH I NG STANDARD �Q� REET LIGHTING �e� _ SECURITY ARM 42 ;BIKE SPACES. ; I COMPACTOR ', 0P INTAKE REF. ELEVA IONS U P I I - D o 0 0 0 o e e o p X\ i V, RETAIL Trash Trash ( u (TENANT TBD EXISTING CURB LINE �a � � O •//yy4�! ASSIGNED RESIDENT PARKING ONLY C:) w• Qat I o NG STAN�ARD TREET_ I TING 23'-0" - 23'-0.23 -0 - 23'-0"Y PROPERTY LINE i .000 - Lo W- �� _ - SYMBO • E /TYPE /SIZE QUANTITY P01 POINTS Q� VIALUL CD BRICK PAVERS n 2jn SIZE:P O OR STUDENT HOUSING EN TR CE m IVER RED MANUF: HOLLAND STONE BY PAVESTONE I LOBBY AND LEASING OFFICES PATTERN: RUNNER BOND TURFGRASS SPECIES: TIFWAY 419 BERMUDA —'--'--' :; (Cynodon `TIFF 419') • .. ......... GROUNDCOVER I SPECIES: ASIAN JASMINE, 4" pots, 12" o.c. (Trachelsospermum asiaticum 0 CEMENT PAVEMENT k O DN ' " DIA. OR GREATER LOCAL NATIVE RIVER ROK ! ' SUPPRESS BEDS TO CREATE SUFFIENT DGE TO REVENT OVERFLOW TO ADJACENT AREAS)I I it 4" CALIPER STREET TREE 3 300 900 I I 4 a o PROVEDE AT GRADE TREE WELL 0� a ADJACENT TO BACK OF CURB p Da 0 44 SPECIES: LIVE OAK Quercus virginiana 1 I I i P. I 1 o. aab,A►aP, o, ; I S, , 23,o, • 3" CALIPER STREET TREE 17 PROVIDE AT GRADE TREE WELL 150 2,550 i 1 12" H T PLANTER WALL, TYP. 0 I ADJACENT TO BACK OF CURB EXCEPT r0_1 0 WHEN LOCATED IN LANDSCAPE ISLAND i AT SOUTf T ELEVATION ONLY ,, :., SPECIES: CEDAR ELM Ulmus crassifolia i I , .moo T S �SS Generator 'd 98 2" CALIPER NON -CANOPY TREE 15 SPECIES: FOSTER HOLLY- TREE FORM 40 600 I I 0 SpgCF \ S ® O I EXISTING CUB LINE Ilex x attenuata Fasted 22 , I I 69. 2" CALIPER NON -CANOPY TREE 3 O SPECIES: Crepe Myrtle 40 120 I , I >�c' o Fq >>0� Main Elec 0 P' Lagerstroemia indica I 5 GAL. SCREENING SHRUBS 41 ggg SPECIES: NEEDLEPOINT HOLLY 10 410 I I I I •03 I Fire Riser PROPERTY INE EXTERIOR WALLS Ilex comuto Needlepoint i �l �qo 0 I TRANSFORMER TO BE 2HR RATED 5 GAL. SCREENING SHRUBS 114 10 1,140 I I X00 'd SPECIES: TEXAS SAGE Leucophyllum frutescens 'Greencloud'. J I (FUTURE) TBD --__-- 2FT DOUBLE LOADED BIKE RACK .-, MODEL- SURFACE MOUNTED U -RACK i T ; . , ,o FINISH: SILVER METALLIC �y I s ��' �M sw sw sw 6FT STREET BENCH i MODEL- STEELSITES SERIES #RB -28 - --- — MANUF: VICTOR STANLEY FINISH: TBD'au STREET LIGHT (PER NG STANDARDS) —•--• EXISTING CURB LINE —•--•--•--• �'Lc � ELEC TAPCANS A TRANSFORMER PROPERTY LINE i o MODEL C4340 LUMINAIRE; C04330 POLE MANUF: HADCO FINISH: BRONZE 8HT HEIGHT MEf 'PANEL SCREENING AND GATE TO MATCH BUILDIN MATERIAL AND COLOR � ► � �/ p a;i � /� NOTES 1. CANOPY TREES TO BE MEASURED ON A SINGLE CANE 12" FROM GRADE. 2. IRRIGATION SYSTEM TO SERVICE ALL NEW PLANTINGS TO BE INSTALLED BY A CERTIFIED Al IA04.00 I I REVIEWED FOR � INSTALLER. I-------------------— — — — — — — — — — — — — — — — — — — I ( I COMPLIANCE EETSCAPE: �92.7/ 50 X 300 PTS= 556 PTS 92.T / 323 = 3 CANOPY TREES POINTS PER PROJECT AREA: ( I I ( I I JUN Q ZO13 132,879.30 S.F. OF SITE AREA 132,879.30 / 1000= 132.88 I � � I (� U CVLLtI,it .� ihl ION 'TRUE 132.88 X 30= 3,986.4,= 3,986 PTS TOTAL POINTS REQUIRED 4,542 TOTAL POINTS PROPOS D: 5,720 I I — — — — — — — — — — — — — — — -I I' DEVELOPMENT SERVICES PLAT FILED: PLAN NORTH NORTH :SFACEOF DEMOLISHED LEGEND BUILDING II SITE PLAN 1 = 20ft ARCHITECT 5G Studio Collaborative, LLC.. 800 Jackson Street, Suite 500 Dallas, TX 75202 ph: 214-670-0050 DEVELOPER MANAGER Collegiate Companies 6363 N. State Hwy 161, Suite 500 Irving, TX 75038 ph: 972-759-1600 BUILDER Collegiate Builders 16000 North Dallas Pkwy, Suite 500 Dallas, TX 75248 ph: 214-651-7103 CIVIL ENGINEER Kimley-Horn and Associates, Inc. 7800 South Texas Avenue, Suite 201 Bryan, TX 77802 ph: 979-775-9595 STRUCTURAL ENGINEER TMBP I CLICK 325 N. ST.PAUL, SUITE 2850 DALLAS, TX 75201 ph: 214-871-2302 MEP ENGINEER Clear View Design, LLC 4131 N. Central Expressway, Suite 200 Dallas, TX 75204 ph: 469-878-5201 LANDSCAPE DESIGNER SMR LANDSCAPE ARCHITECTS, INC. 1708 N. Griffin St Dallas, TX 75202 ph: 214-871-0083 REV. DATE ISSUE TITLE 1I no 4G 17 QITC DI AAI ADDD(1VA1 DAruAr_c 11 THE STACK STUDENT LIVING AT LEGACY POINT The Ramparts Lot 1-R 1 711 Church Ave College Station, T STREETSCAPE/ LEVEL L1 GARAGE PLAN CLD007 A01.00 PROJECT NUMBER S H E E T N U M B E I i i i i i i I � i 'n �I / 0, / � I 0000 �� I 000 / 00, 000.0*0 / 0#0. 0000.00, .10000' // ` /--•--•--•--•--•--•--• .00 / ! t 1 —•—--- --- --- --- --- --- --- --- --- --- --- --- --- --- --- ------ —•--•--•—� ice• /• woo 02 I A04.00 \ 275'-0" 1 ILi 0 I 00 I fV assigned resident parking only 135 I I I I I I I I I I I I I •I I Up 1 -51 1 1 I I I I I 10-� 01 1 A04.01 I I I I I I I I I I I I I K//✓////////% II II 1 V ARCHITECT 5G Studio Collaborative, LLC.. 800 Jackson Street, Suite 500 Dallas, TX 75202 ph: 214-670-0050 DEVELOPER MANAGER Collegiate Companies 6363 N. State Hwy 161, Suite 500 Irving, TX 75038 ph: 972-759-1600 BUILDER Collegiate Builders 16000 North Dallas Pkwy, Suite 500 Dallas, TX 75248 ph: 214-651-7103 CIVIL ENGINEER Kimley-Horn and Associates, Inc. 7800 South Texas Avenue, Suite 201 Bryan, TX 77802 ph: 979-775-9595 STRUCTURAL ENGINEER TMBP I CLICK 325 N. ST.PAUL, SUITE 2850 DALLAS, TX 75201 ph: 214-871-2302 MEP ENGINEER CV Design, LLC 4131 N. Central Expressway, Suite 200 Dallas, TX 75204 ph: 469-878-5201 LANDSCAPE DESIGNER SMR LANDSCAPE ARCHITECTS, INC. 1708 N. GRIFFIN ST Dallas, TX 75202 ph: 214-871-0083 191'— REV.I DATE I ISSUE TITLE I I REVIEVVE"' 0'�Iom-�- Fi I an ing i ,M ;Pat _- .oma.. THE STACK STUDENT LIVING AT LEGACY POIN The Ramparts Lot 1-R 1 711 Church Ave College Statio I , TX Q7 GARAGE LEVEL LB PLAN LAN NORTH TRUE NORTH 1'= _ CLD007 A02, 0 1 �20ft PROJECT NUMBER S H E E T N U M E R 2v F \ f \ a � y� a o o a�000 < O ' fig NN �� QJ, O G r n z ro, i g Sig I I I I S 6- FF a o 5 O I O ��4 I ® \ r kyi � Tir` € I I IR I I i_ Rpypym N --- --- --- --- --- I I � MUNMEN IG \ ppI nq I Q 8I y I o 4 c I I I m I a I I I o I g P b I m $I N ie'a xr-a' z a I N ®; m ----- -- . ip �� i � � � �� Il Isb• p n-�s• is �I ! � I � I i i Han up'w fm NAe'm �"-c aFs_ Qe IJ p-i3�L�] JHyF•i �Z 2i 6m6A p"g3g{+0 imp m am Y4'4m _� `RYqm m y ECA Z RM m mS P �PRa-�Sz 2 Ip�N F So H iMH =z eo4N�i G Nv b UI $' s� -� aq 44 Of ,II A. �-j =�`_' ;� j� 1114 NIw €$ y OR I ,t5�'. 1/r /d��i l./' ��J:'`Co- r/,r✓✓ t/�yiF`,,.�i`�/.i r j�%/%lH.�i/r�Yl/Jj./�,"ry'� / sia �i F �/y/✓�fj�����' " '�'�°�. +{� n. Ak � .. i r N. f yy p J l a g k / / AS,r O iFa:7L4.'/ j `mil J� ✓�/ .b"'R 2'�T u'fj / o "ti r"*Jcr .,tu.�r✓91r./T r�lm ./ ✓l'�l/Fr/ /r'¢i ,i.e%i!% r✓l.9rT/// //u'S�'.c'/rr ��/"' /Y'/ /lr/^,J/( :r / ��>�� GNs �G/,ai F9r...i�=�<'s"`s`i "`�Jf,.�/j.v^j i/?/ y� iTiT r/ii/ r�s,•^'r /vim 04 y ..$ e9 tee" Y Yry � � c v J 4 {A,{ - F a ' ca O r N m ( m mRxmem Z G� amm m Dr 1 FmF O A _ 19 miDg Cn > ?Z „o �❑z I g 3 0� N aR THE STACK DATE ��❑ Kimley-Horn MARCH 2O12 and Associates, Inc. RAMPARTS LOT 1-R FIRE LANE EXHIBIT HE AS SHOWN DESIGNED BY JCH © 20:2 KIMLEY-HORN AND ASSOCIAi E. INC. %AS REGISTERED ENGNEERIRG FRIA F-920 CITY OF COLLEGE STATION, TEXAS DRAWA BY AEC 2500 SOUTH TEXAS AVENUE. SUITE 2 1 e9YAN, TX ]]e02 CHECItEO BY JCH PHONE: 9]9-]]5-9595 ^ %: 9]9-]]5-9599 REV6iONS I DATE I5Y — — —_ I < b x a e a � - no? z4en' {'xc a ,I a q �I k za.r. 3..4G;mtY A S. I 1 . 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I 6£L -6d '96£L 'wn (iouao) }uawasoa l Aupn ,OZ 6ui}sixa o C7 5 o s � o - I �F D �o m mQ :5 n � CD 00'S L 3„80,91,.Lb S SOUTH COLLEGE AVENUE 11 ) L 22 24 42 AL F- I10 8' 3 6 r"f C °r J, t 20 15 46 i 21 67 0 9 10 11 s 1) i i hax` x#n.zt� my� t 4 KEY —PHASE 2-THE UNION L SINGLE STORY RESTAURANT/RETAIL 4,830 sqft { �* 2. SINGLE STORY RESTAURANT/BAR . WITH COVERED PATIO ' 5,800 sqft k 3. SINGLE STORY RESTAURANT/RETAIL 6,800 sqft .SINGLE STORY RESTAURANT/RETAIL 2,300 sqft i S. PLAYSCAPE/PUBLIC GREENSPACE WITH BENCHES";, 6. SINGLE STORY RESTAURANT/RETAIL 8,300 sqft x= } 7. STORY .SINGLE RESTAURANT/RETAIL 5,600 sqft ' 8. SINGLE STORY. RESTAURANT/BAR WITH COVERED PATIO 2,90 sgft i-- 9. .SINGLE STORY RESTAURANT/RETAIL 7,000 sqft 10. SINGLE STORY RESTAURANT/RETAIL 6,400 sqft 11. 1ST STORY RESTAURANT/RETAIL 7,300 sqft per story t 2ND STORY ROOFTOP TERRACE 4,900 sqft per story i 12. 1ST STORY RESTAURANT/RETAIL 8,100 sqft per story 2ND STORY EVENT/CONFERENCE SPACE 5,500 sqft per story 13. 1ST-2ND STORY PRIME RESTAURANT/BAR 1,400 sqft per story ROOFTOP POOL Be PATIO FOR ADJACENT HOTEL t` 14. HOTEL R 12,150 sqft per story t - w.am s '�xwxa 15.SINGLE STORY RESTAURANT/BAR 840 sqft per story - ,.. 16. HOTEL VALET-" _i. 17. UBER PICK UP/DROP OFF 18. PROPOSEDTAMU BUS STOP/FUTURE TROLLEY STOP 19. GENERAL VALET FOR LEGACY POINT t 20. SST STORY ANCHOR RETAIL 21,600 sqft per story` r 2ND-3RD STORY LUXURY CINEMA {`. > 4TH-STH STORY OFFICE/RESIDENTIAL _ w ✓ s 2L 5 STORY PARKING GARAGE 46 spaces (1st story) }} 67 spaces (additional stories) I 22. HOTEL/MULTI-FAMILY 9,900 sqft per story �= 23. SERVICE ACCESS 1�v 24. BREEZEWAY WITH PUBLIC RESTROOM & ELEVATORS i� ° 25. -THE UNION" SIGNAGE/SCULPTURE 26. MONUMENTAL GATEWAY, LEGACY POINT SIGNAGE ' 27. DUMPSTER LOCATION :t 28. OUTDOOR DINING - 29. REFLECTIVE POND PAC`C D E S I G N S T U D 1 O ,'