Loading...
HomeMy WebLinkAboutDrawings J Z 3 F z u E " ? ? " � b � t ' NOL mti IOIS TIO� JO _ S3WOHNM 01 300 /N3�1 b'7 5 vv - O N r ° : k` rc 56 � � W ; $ �W' I �',. ' .. , ,We fM '`O :ri'z 40 0 3713021d ONO NV7d V o - W BfA �9 Pauli i'_2_- w r 1 OIOZ ' N39W30 . O �' E ' " I ll f s w a� — N/b'ia IN�JOIS ' g n n 2. p : 1 1\ " '''-\ ,_ JOj paJOdaJd suoisinaa , I 4 l 1 ......,../...... {! \ 1 1 j r / g so / x M 1 ` INVOC , L1 NI / / N U ul C Y1 . CO • a , AI cn ! ! r M ~" c / / F / q' w a_. b / % in 1.'S N '4S °M , • N m crime ,-. / ' co (' L . . / / a N c L-Li C',..) j ,/ ';. N i / / / / t vJ i a �� 6 11 / 1 r i ; 1 1 ,t m / ` U t0 N Z I riwoe �V o C 2 ' 1 I / ? - �/ ' j!' ` ` I 1 + cNi N ? v ? p �' /� I f911OC .1A \ C O / • M M M 1 o ll � N � vM / te I / Vlt - N Muo3.JM.. , l! / J I / 14/ m ro 9L7 = 1. Z d o n _ � / /�/ c M O 0C �V I. o I u n-- 4 La r i / I. ! V ,- v l / / / / m z u --v7 om�z i � th �� // N �� n til J i Q V W I ' 1 n On Csi w� /141 Nlp�j�Cl V � 0 0 u:6_ • 5 • W � t / // !/ I g I / /i i /" o k p 4IfY7 . i i, 'im► , i // / ...), , / , • 0 .4 j /r\ J / ! .` ° n p w 9CLOC -V ��/ / /Or,^� M M tl II - �-- Z _ i 1 I I SPYOC .1A a / „ I IN In / } / \ � o v r / , M M 1 N N I CI ( I i4 �9iwv { w / is OM IA �y gOa- u I i i - N H -.2 N � / p d .0 a wi a. 3 v j ary c i rn .. � -„ - -- n' w n n 4. ti N z u & oa� P Z m gg o C III ao€ a w 3 M a nHh e 1 xou a�ano ao up ° S3/NOHNMOl 3001213)1V7 Z b Ell 17 < o “D rn o E 2 z P ; 4 * - $ �w ' ' ' Hwefmr, AS As ,,,, ,.4o0 ,a 371_1021d oNb' NV7d �' N N C< u 5 WBfn . ♦9 Pau 6�ca4 g & d Y / I1 W t OIOL 'Le 3 33a 7 a j E 1 s e!"',,, V os os � o $ h " „-„__ : �oj paiodaJd suoisinaa .. T. ` .... .� e �”- ..:1I m to * N 0 -Cr gg A i:/ !111 II 'MINN T muil T , J „„,..,,0,/, I / / „,„ . 1 .. 1 110...„,„•. ii . a 4E ....... r RE LA A•A■ma FRE or n '. .111, filii ' 03 Cl flfl #.s. I W . I _— % < _ ' _ _ •_ ...._ 00 iA t0 t0 CO CO �L I / I I �E = sst i.0 � ` 1 r vl n 1 43 it o a 0 rn S 7 I �_ of m I� o N ° Q I I Q 1 I a l'O£ =l� In 1 � � �I rn ' Lci p �� COoo m < ° o ' 8 $ n I UIHN NY I I I / I, IC I I p ff 3 a i •r*. iI ° j i ■ o co Q , + 1 ' t . tit I In sGi r ^ w all C-ZI ce to Ilc k ° ° et M . o II m i• I \ ma c N: \M /� / . i ; M 1 r r g + c� �o / / \ }NN O w III o ^ �n 1 I1 I 'N CO (k, ..,614;7.).(52K O v w / © N oo \ . ap °'o \ Ill II ! ; i i I I ” 'i0£ =l� ; 8f'LO£ =13 II D R N m O O i I I O \ c0 t0 f0 — fp ' O ) C OI O) r.: NN HNC MM I O • n -� c 0) o, I =1 Q e I 0. +oa' I ° y a �i "; II �� ; ''''AA"?''' Ci f� I o 1 / \ \ / = ,',..."•,•1 d.R "'m m I ' a 4� \� GO ,c, iO a L M o NN HVl M") I I o� \ I _ 1 + Y • `wl __ ��` `` Nd CI / 1 co to ^ to '6 0117 / cr, ii I` OI O] Si' I� / NNN O*DOQ 1 Nil f III �� m a * -. 6b � ° ° n o z z ( � j �8 g 5g� I .may W BOE =l� � ° l NN 7 6p I. `... . �. / 1�1 a \� f ..,..... d u'S� m ( _ - . 1 %% I . N �'', ; Z o o �44i11 II a K • iv ° 1 I I � . n' R^ f 1 I I I I _ ° � t ' i Q ••-•,_. 0 £'eo£ -13 8 '.F LA FXfE !E x a — — 1 / - ......... __ _..._- - - V .1 Na Y �. J b 1 . _ _ r . c � i C— �. . 41 I o O abeL I co O Z Ilmiik. min u-? "' A (1) O nn c in o ` o II 11 o IMI 0 1.3 co N a g o ao a ° (° M j 1 n o m o c o a o \ OS'90£ =l.i 11 N�i �i �i I � M } }� 7.-0 II m I I N n u ll io n rna�MM I I m 11 } 0 , „, c •� N I I I OA 80£ =lj • • Ili \� . N O Q O N M N 4. O __. / .. ....... ii , . a� �� I I m • I f o e NNF410"1M I D 0 1 1 0 oo \inroa a a w 1 I I mo k e _ i I s ss le 1 I Q v e %. sC „,,,--•,..--------, i a _ t._, -� � � — -__J , ,z " a L - -� + I 1 1 gay 1 1 L'so£ _,� 8 > 1 1 = rn IT �] n W + I I £ nn h 5�� Ll I a LI 1 i°n v”' ■/,L� InM II I --1 n n O N N m CJ te a¢' I I I I VU i = rn $ R" up • • - o umi I I I o °�:� ° x O1 h ow N rn m M M .?. I I 17J73 "� N r � o 96'60£ =1d m I Lr— 1 L V CO p ° • 1 " ' 0 Flo to I o n 01 En N) 7 1 1 ' C1 [111-1 �� \ {. h * 2 . 0 i m 7g M a \ a ., ; Z U ,, § R I NAILYI$H`J3[IO3HO S3/NOHNMOl 3/ l3)/ 17 1�r r �� ,c, M I WtP �d 411 r V O T .0 ' € i $ y 1 ... NYIBffnfBPB „, MO�a .37 /dOdd ONV NV7d U 1 0 N N ~ L t of fi 4 � b ” YIB .Fq plu ce Q, m i y oloz isnonr �I �� ' �� 9 5 `t �� — as l� E , ~ e :, f 5 , `�, -- ... - :.o� paJodaid suoisinaa ggQ n to i , i ,,,, 7 4 1 I IR I Ei oinoc ..1J to H 1 in yJ _ 0 + ,, ** 2 • 1 1 I I 1 , 3 i v y • o U 1MW 1 v 1 I \ «� p • O / t0 Vj G: c 1 v J r V) F V) M M 1 0 \ 1 \ n� ✓ .0 aM q ' o ' -- — + � n % oo / 1 m do •• pp �� �\ I± + v r O ws ao { • ro o •- I 1 l( ') H - I ° i � _ `� M rn u 5 0 ' I lLO£ =l� in o N m . '� : li 0 l u o N.- III . `, •-• . b 1 O 2 1 le co 0 i " / ill '� _ 1 -\` $ ,.-- 11 j ' \ Q �` 6s'co£_._ = 4. kJ ..• 111 �' ca ' vo Ia /r � k �� K., hi n / Q m a 1 / /4 0 fA 1 O i i p o M n N / I 1 OSLO£ =l.A vv u1Z II n �� -., q \ ` � d N�Z ? OOto£ = N F N N m � � .�.... nr ...... . . ,.. _..___..._. .._....... ....... .... _._ _____ ..._............... M _ N p n -.. N N .... w Z I I� tg O «� -1 N A w V) I -- - V) O � I MI S O O z I _ __ I Io t O I -I ill I / 8 I u N i t - / x� I N i - ''' - 11 c..,/ _ ! t =ld III , \ � p 1 h ■ N h o n - ' -+ - t Z 1 \ 1 m cm i� v g I y 1 0 1 m co v ao '1 i , I I N'° 1 I \ R N so h 1 N V I� � ' , N o M p �. ° M � o Z �1 I v) ' In O I A lik: m 9V80£ =1..4 I I \ \ ■i M u LI : c m 2 MINE' film c ro�T e m a Q ° � I N N q O M 4 u p 5 E. I I %F (f) ( 15 , . �4 �� •s o!; x 'I • ■ O O N 'Cit �/ to to /�I II m ,s4 m N r(^� �I to x / m a c V) �. ( i ZQ'90£ =1J � II N 'I. / ✓ n 04 4 N N f0 m 1 -_® ■ w + c cdN II i \\ / e 4 e « p n OZ / _ d - m Ul l l Ci m 1 aw V) V) I- V) .- In M 1 «, Ir.� i N --(A M `� �� d ri y � F n u o O O W + I i + — 0 � V) o ii jr) +o 4- � o II II CO 1 n z i � ����•ME m r n n I o « co y Z!'60£ =ld 17 o II II I \ 0! -V)r- I v W ". I \NN M�i��� I ) 1 1 1 o I °rg r Q o ) m 1 \ CD 1 m I o v/ m o o \ «c II 1 p� c 0 0 1 0 0 V) 1 I N cc m V)V) ; N �'1 1 rn �j t‘-9,9, °,an 0 a ) J`O W fo _ M M I 1x1 Alli ° ° 1 o i z $ I :� Q = 6t'60£ =1J o� -. 111 / /' `A o r4-65 11 � _ N m 1 cn oai N M 1 1 / I F ' • N c M n N v) 4 Ii _-. _ -- v 6 II y y, ro v m 0 0 \« co io io I t' 60£ =ld !! m d , Z p. I d / �I )/ IA m .} Y) N N H N M „. UIIIIII 0 r O ^ 11 / `N C O t° ^ o M I • \ ' : v J 1/ I (O v rn v^ 'Z'' O. W £96O £ =ld ° 1` / 0 7- u II yM� o ,; 7 1 0 M -O m � I . � 1 + m II - 1 io 1 I M O N N F- V) n o.0 x m 1 / I 1x1 � 1- y °D N m m f N 0 g g 1 1 , 111 )9 r� 17 M M 17 Up2 :1,n I' PROJECT BENCHMARK: SQUARE CUT ON TOP OF CURB ON SOUTH SIDE OF HOLLEMAN DRIVE APPROX. 200' NORTH OF INTERSECTION JEFFERSON T THE ZONJeLP WITH FM - - = t 2818. X- 3553 - 461.31 Y 10199936.19 Elev- 322.23 LOT 2, LOCK A HOLIrEMAN '_ ist. 18' P.U.E. l I f � ----- ' --- GE ADDITI Exist. 18" 01. 3613, PG 285) a rl ------------------------- --�/ - 613 PG. 2 D. Sanita Sewer I-------- 1st. 6" C I a-ss Ia-ss - ,._�- �o�- _ RRENT ZON,NVG• -4 --- - -ss to-s;/ ie-ss p-ss �a-ss 7a-ss _ Sanita ewer l is ss �� t SIT •--ten -X r k .i : i_..h-, �.•==;:-rt•-'baa.:sr•'ausae'a�>a,�i+ea'rsaaata'i�'a .ss'�.'rsrSf!tr.�'%er!3�e�e'n� aa�'Reei+es'r �L . _ y y X fi _ ,rte" M1:. �'.ii40�?9L'-,S; •'.✓'y''`. 'c .;✓,1�'}�'J1F47��i"ar_.:�+-R.•ol-i7'S�l/R;,4"n' r,;::;,_-.. ,�-•,� �Qi ,'I _.__....._._...__ � •.-.__.!�'t�..= .__ � r _'� __ � - ., _' rai,"'�::�-'•�`�'^�?''�e�r�'°^>;a�.}e'!oss-.-`,'.•''.'.'� �,: r,:��#�:'r•^ \ .5' Side t -,� ;,•::> �` �� _1...� J yp , T.979.260. 6963 _ Exist. (� ( - I 1�, t y� F.979 . 260L .3564 !_: I 2-12'x12'I� •� � y' Dumpster I �''' _ zr K� TX ;• - ;a' _ a I� \` c� ` 1 /�. FlRM # F-1443 .Pad o � � '� I W t FW. SOUTH ' m 511 UNIVERSITY DRIVE EAST I- -- ist. 20 P.U.E. V -II u , Mircli _ Vo1.9789 Y -�-_ L- PG 191 i { . B -� a ( HAR�►� SUITE 204 5:, , >r>r- ,.< - - - - - - �•�--- ; --��- _ - _° ��. ^�-!� _- - i; � ,,�- ` -- -. F ���!_� � � 1 �� .�` N I CITY OF COLLEGE STATION,, TX 77840 COLLEGE � s ~ ' ' ( r , yn a- ( , i �" t STATION, ?� PLAN & DESIGN SP ICIALISTS IN W ter ist. Wi e - a Exist. 15 P. rn I y� ,� L 9i 8" ( \ j� 3 TRACT 1 $ �j CML ENGINEERING H1,1)RAUUCS I r• s ---- -� { titer TYP t�lkwa, - Vol. 89, PG.191 , COLLEGE STATIONAD o t .� •���- - �. � � ( IPVC .Public 1 � • 6 � � '`� m I VOL. 6762 i T- -(- -- - - i - i - \ ist Ids • - �� ;j Wat rTine l n / r -_ ____ J } N. ' crrY uMr15 HYDROLOGY s UTiLJTiES STREETS '� I \ 2 I d -I� A z 1 PG. 85 I SITE PLANS * SUBDIVISIONS al ay �TYP) �� t �Y w I O.R.B.C. Hydrant Fire " / / \ ` , - Exist. Fire - a I �L CURRENT tLTs www.mitchellandm,orqan.com 4 _ I Hydrant Exist. 6 PVC =�•. / �,� / \-'F� - `z-?'-wc-tic Hydrant 1� I ZONING: Frm F-1443 ry / / Exist: Vat. - - _ - - ---- t c E F;, t R-1 Sanita Sewer .� �-- z-x'-Fvc- �\ \�� % ,,'� r ry / Width \ \ �r - t 1J 5' OF 02/24/11 ( ( I Vo1.9789, PG.19 / P-U.E. \ \ \ ---1 �. X m: I I o , C. Vol 978 �- �✓ K` S back \ MAP *: PG. 191 x VERONICA J.B. MO GAN j r `� "`-- _ GENERAL CONSTRUCTION NOTES: ............................ A........ L ,.--•-�: \?� is ist. 15 U.E , ._ ��ese PVC Public ' _ \ -. I�----- t >. 01.9789. P .191 I, -_ - - =.T s�_= e• I-� I Waterline �� r : \ 1. It stroll be the responsibilityContracto --- F L .:�..�-----•---• _ ; � .�. � Exist. 10 P.U.E. - (:: \ a \,. ,� - t of the r to verify the exact location of ALL existing underground .�<.,G/ �•; " ? { Exist. 18 r -�/ / �rJ Vol.9789, PG.191 » ( \ F \ t utilities. . Furthermore, the Contractor shall cont ct all utile company representatives a minimum of 48 Ss, ENG i / ,� Exist. 18 o i I'j utility P Y P o r µ I Exist. HDPE ti-� CV Storage I { ,;� / - HDPE Exis . 18" I \ 1r- a hours in advance of any excavation. Building o ! / �,� I�/ f, f DPE �t,�i \ \ \ ` ^-'-_-' l 1-1 a. Contact Dig Tess ® 1-800-3 -8377 - �T� +• , t b. Contact Kimberly _ 5 Exist 4 Sidewalk ► I t y Winn ®ATM S 774-2506 0�1: �===� -x �x-x-L7-x_x_X' x 1 A j C. Contact Mike Lavender @ Sud enlink 846-2229 Y ` ,=- - - - , d. Contact Isabel Cantu ® BTU 821-5770 -M -m F�cist. 2 c � / ✓' � � Contact Mitchell Gas Cn? 779-4460 a, c �. ��m Zs\� �? f. Contact Union Pacific Resources ®778-8525 °0 9 st 8" t` \ p� as "a?s"d 7' �, >I \ f ++ {{ � - - _ \o t g. Contact Richard Wallace ®Verizon 821-4752 m m C Public --- v --�\� awe °� - ""�' m � �'�\l` / \�--�FC I' a YI' I Exist. F - I / 1 f h. Contact Gilbert Ramirez ® CSU (ELectrical) 764-6255 0° aterline ' „� ®, I re Prop. /`�' EXi t. 4 \ + 1f i �_�L�I L>J m 3 0) �, 36 - Hydrant EI S) r Sle�ves •,� ' { '=-� F i. Contact Butch Willis C°D CSU (Water /Wastewater) 764-3660 `'- na o v >- Conduit @ t » 7�rI' �•�-HDP '�' "`Exist. 36" \ East. a•�` 2. All construction shall be in accordflnce with the current City of College Station (C.S.) Standard Exist. 10' P.U.E• ��I; j ' Exist. 36" `I J HDPE n !cs'' `-, SiSI eve \ i m Specifications for Street Construction, B/CS Unified Technical Specifications, Water and Sewer and Generals - I Vol.9789, PG.191 tivn r 1 ' 2008 and BCS Unified Design Details. All inspection shall be performed by the staff of the City Engineer Z HDPE C.' - _ /, of C.S. All construction shall e -- ' Nyn {'I i 5 . •� / all be coordinated with the City of C.S. City Engineer. d r .�•a} .;_ ci' R 5 i :: ....y,. \ 3. In lieu of using t �.. y I { a1c.. -j� r,,�,:,4� \ o �;�, \ V g he construction materials indicated in these plans, the Contractor shall obtain written 1 S P Exist. 5 1 approval from the O � : • 'Da-Dnd_ . ,.t„ : • ,�� ,, 4 �- � 1 f : � �� (-nl PP Ci Engineer for an substitution prior to Construction. Requests for changes should include product 'engineersW '�'- a : �.. ::....Wal -R3 5. ,... - r..::-- �:_-•�24" P information and an seal where applicable. The contractor shall be / (�"''� �✓�.rjS d`e ' I � � F, �> ,!��. <6,�;. _r::a-=- Ist_ 8 .< _ �. r•-•- � � . Exist. (g - _�.=' t-•-t_ Sleeve r '- '• -..F _h •" ��_��-�.��->•; :., .•` "� - RCP � �---_n--[�-x z-x-•. �'� �a responsible for the engineer's time s tint reviewing changes and re � -.._,- 1 _ � '/m ,> , � 1 „-tax! x_ - � p g g designing based- on contractors requests. O w,�� ,; / L; n� ,.Yr :.y._,.:,,..,� r; +;. poA. Exl�t. ] 4. Trench Safety Requirements shall be in accordance with O.S.H.A. = (!, _,L� i•..t,r _�.�,-�.r y. f a4 j tY q Standard 29 CFR Part 1926 Subpart I (� • -. .� � " „ !:y. sir.: r^=`+:�Y.+'S' tr:�•..n�`r,:£.ti�•t..r,`•�=a4`. •=t'v_. e ! Exist. r,:t ..:.i>. ;: - I:•-1•.:�:��-Jr �.�� 36 RCP ! O - 10 Exist. 6 PVC ••'�ti; ��;�,i5;'�a'.:�w�--t-,--���;t : /:;I rt ,a ,;,;.;C;a�,�,_` , = t � 1 � ROW P and all federal, state and local regulations. 0- P.U.E. I �_• � y: O 1~ `•:L,• �t ii �....f:y4+ \ � � g P.U.E. _ t r•*;'" .t !c. n - ;c``.;:•,+:.Cil;'.>�?�Y_?:. t \ - W : . Q� Sanitary Sewer �:; - - -,ti b ► 1 r:l TRENCHING AND BACKFILLING: trenching' �•s� ,,'._.. �`; . ,,;r!•ti.-,..i _ - � �� , •�.� �... :,.a G• All tr g and backfilling shall conform to the s ecifications set out I Vo1.9789 P I I f i%� - - ' '' ' C-�ly.`.}�f'�,'_,^: W�. V-,-.:,�' ..t ' J �:`Sj '' f:`•_1�.7 O herein. Testing shall be provided b a certified laboratory, at the Ow e I ( G.�. , , . ;,,:_., �:,., •-''y?:••?t:�::4 � - t- y--;:Q �=•�-�-;�,;_4-, r-• � v ' `�' 3 /% - P Y i rY• n r s expense, to verify these . v; �.,�• ;,-7t:~ .i. ! d 1h r [%{�i ..,V - t %'v> ` h. •_' Y•' , l 1 �.. _!�- �t -' / . ` •. = >.:,. L? t- _ ;r\d<:� a'':'•+" tea. '.'.'' . � _ �? 1 G/ standards. An retesting due to substandard work shall be I d ,�;•;� � ' L ,t" 4r_ � � � / ,, � ..s. ; �..,�,=,��"'-: ;'`:ti,� � ra a. � Y at the ex I � j ",.Y,�, +-�.; r .. R1382 -Vn +, ,, ,�. � y,; �� •--_.� 9 L expense of the Contractor. Structural Prop. 6 *' J:°G:: �S%[,-.f. E yF=�,o ,i' e i :<%" r ,{�-IJr 1.;.:Jw e���.y.:� ' areas shall include all sidewalks and shall eaten 5' beyond e I I Sanitarym'- y the curb lines of all streets, alleys and I i { SewerL?:""_ =rPropg�r= ! I R1444/ r� ? r ti �s !' (,� f parking areas. 6. It is the responsibility of the contractor to comply with all State and j � P Y Federal Regulations regarding t I 4 i �• n:.-t;fF•r5 ..'rie}SY'•ra; i , ,� •,• -. 1 .., ,-:F.�..•..c�.., .�. ti, Z t _: / �../: » i 9i�'f ,i •r?�.! � r � f' `q.!�� -, v:r� y, 9 CO t' tr;xr j Fr SCS rur� rs t BANDONED construction activities near energized overhead ower lines. Additional) the co ,, � 9 contractor shall c - - ,try �; • ;x J.:.�;,; ,r C�JC,J Q P y II oordinate all • Qr T 4 RAIL ROAD proposed work and procedures with the Ci of C.S. Electrical D' 6" oil Backfill Exist. 3 P City Division. � Y"t",Y''cc"r ti'%;,v�G�'a �"'�..r / ' `�:.i ?t;r �S•:-c;+�::;ti..;;;1t-:.spa _� ••� 0 m I� Retaining Wall �.;v a iGHT OF WAY 7.. All materials &labor not identified as a Se ora e r ,�',`=' -� . , �'^ I� • �., �, ( p Bid Item shall be considered subsidiaryto the item , nX'". %- - 'X•*� =,�• _ �Yr .>•i�.:t�^�>ta' %- -r . t _s,_}::.::;�; x Pro I ti.... _,.._ `:.,::,. =.�` is #3 Bar � ;� ;i�:..,., _� ;�„,.� ,.,,+ , , „ .. � ,. , P < l � 4-�, Y',.�� v.,;•,,;.,.�>.r> < <, ; � o in which' it is used. All materials and equipment Ishall be both v ` � , .;�,. ., � :- � .aa - - _famished and installed unless otherwise ks noted. , � h �C S4G,'i/' •�..(_. /j( c -: Lam,•,-v.,f 2 � + I �' i. -•`'•,Ery ,: v, ^''mac x ��' h�.� I P G L� Q.� Y=- - - �C.3� �'`zr.: _ r..��C.wS • r ,f � :.!•"J 3^_ 'Eta''-r":, : ./ /...a: � > -_e',*.� ,.z s � C `-_.. :i=,+.�.,-.>•."�'S"��... i s a--: ;a -r. a- s .^,-`e (!J 8. _ , :.: � �,m�.;-. .;;.,�' -otz� �" ; : _: "x •:' Contractor must Ovide construction k The Co pr struct' staking from the information provide on these plans. a •:...- --,. - K, �?�.- .� :.:: : �. .: -. /- r:. -' ' •.�,.>Y.-, '_:+_ *;..roti.. Exist. Detention Pond r • �' ,.- ..:._. ,._ •.;.:��:, ..-:.:::_. :.:. .. :z...... ! -�-._ ,:• � of exposed b constructio ,p n shall receive' cellulose fibs u ,_ .. .: .. . ,� x;,r,:rc._:,.; .._:•k,,... --,>;� .:...:. :/,, :.;, _ �b Y rm Ich seeding. » .. ...: _ ... w . •,.i_l - r � Lt._a.. _ _ ..> �:_. -. ..,.. ...... ! ,(`u,..^.a.1 . J .i.•fj � I _ II 6 � r .,:,:_ ...,-, ._t - -.. ,. ,....... .. , . .. .._ ., . ,.. ... _ , _..> _..,>_,.. 7-' ..._,.. - t 10. Trenches mo` be ......... . �>•r.. ,.,�- .- .:..::�- a•.... ....... ,.... -. ..... .w ... -- _. _ ,, _...... _ .. _�• ., � � Y left open overnight if properly barricaded. til,,.:9..c-,.�• � , y .. :.:...,... ; .' :. ;�:. •.,c_ ,,,a._r.- ..l:i',a••; r)' _ P 9 P P Y _ . .. .. .. .. �. I r.rz''�. ,•� ..3 r,..r'ro h .. - .. .- .. ...- l ...- .. ., _Y ...:.. .r.E .0 .: , J .,s _ rf _. t I. 12":_ , , • _.... . , .... _ .. .. - . _ ... _ .. .> :.L..... _ ._� _ .. _ � : m nt of Water M , , . , ...... • ....__._ .. ... � .t>,. _. , - _.. -.. � .. � :,CO 1 eters, Valves Manholes Irrigation �,, •.,,.,,�.,-,:,: , .. _ ,_jstems, and an other' Public or Private 0 y Systems, Y � ! -3 O Ili Utility,_.etc: are not separate ''' _,:�- ,-. -.. :::. ..: .... '• • t ,.-.. t....,. ,..-� - a .items. The Price of the adjustment shall be Y 1 subsidiaryt0 the t? P �..a-,�;�.:�--,:.�>s:r '_ • ...: C: ,�.-•:.,/; _ :,._�_:�•= .e ,, construction � •.. _ .. � -•'�' •�. R��, >..-,. _ .. , .:: � �,*••.:.:u•�,;�L:r .r;`r..>r fi..r, f. of Sewer Line Force Main etc. � ! G � .�r<Cd� �_a' pS:-.: _--:b.....0 lam. I,i•.,e D:;Y•`+`"*iiY � Y J y � 'max- -�.t: a >,� �' Concrete :,.�._.: '• ,'>; r A t Pvmt z^ �•;t"s�_ st _..�.�;�,�..,_.,...,. 12. The contract ::: � ..•:: s.v r _._. or sha • _- .,.. ; ...,r,•�f;�,,[,� rre4• . •. � ,' .. ,.:. ,..: ,;• >s, , .::; . ,,.;•,,.,_-, ;3,...:.,. :.., .,, � � !-•-. _ t II coordinate with Atmos, Suddenlink Communications, O ' -•� . , z�.--� -� � ., . f � � ,:.�;f>~r:{ ,.. _ ns BTU CSU and Verizon to i '•-•c ,:1`=� -'t= }<i - -:__ _t .Lr<�::.�-_ Vii'' .frl L� 1 _ r E"'1 , . , o f :__ _ ': y ��� � �'S'-�4� i'=:j';� - • "�..!�:e;;G-�+.- .7i �� fico adjust the: location of existing facilities. J g a' » / N° �, Exist. Retaining Wall % ,>lx�d; 13. The contractor is responsible for traffic cont 1. This is not a separate pay item. CURB 4 Fir Line Y r / _ DE!A/L / / pROp. /) CA 14. Temporary spoil areas will be identified on site by owner. Clean dirt may be stockpiled and remain NTS- �2 : / r :y is ae / K1 ° 'Ekist. 0'x6' t O onsite if properly compacted in lifts and tested r density by geotech. These permanent fill areas will be 6» FlLD ME: curb-twM.d■9 SS To Be y 'day 1 Water �'• , 1 �v f Con tits identified onsite by owner. 1• aLurrm 13 Jul 2010 - 12D6 pm ,k< '•' ,, Meter / ; �� f ° 1 f� 3 Grat inlet ,Q Extended 82• � � � /r , 15. All roof and ground-mounted mechanical eq pment shall be screened from view or isolated so as not yy 3- , In Future . / / l : / : w " t o > / /,;• ' �- " 4/ Exist. 8 PVC t m to be visible from any public right-of-way or residential district within 150 of the subject lot, measured 4 Fire Lie ��- �'�,fr" l ," 'f II : J !! ,b fr !�• Public terline from a point five feet above grade. Such screening shall be coordinated with the building architecture and ° 3" PVC " • r scale to maintain a unified appearance. 3 * S is LrL �a `: / - Servide Prop. 12 » % e ��, r' 'ice 5, n i l V Dumpste Pad - ? t �p 6 1 „/ 16. All soil exposed by construction shall receive cellulose fibermulch seeding. 17. Fire suppression lines shall have a lockable I on the isolation valve. The lockable lid shall, at a � �r a v PP Zrpster Enclosure ( Woode Fence) �r Q, I 12" :, ;"r L r -Teak orary Dumpster Locaf n f 1 wk Exist Fir / minimum supply protection as the AMPro USA LL 62-WA locking lid. Alternate lockable lid shall be approved ..:.- -. .: :-... Hydrant PP ti/ �' : • Pro .; ' ! ki t Y 9 talion Utilities Director or his/her de ignee. - S �T e f , / 18. Exterior' `.... ..: , .;'Electrical":.Pro ... `� . n B , , / o Building and site lighting will meet t standards of Section 7.10 0 o p 9 9 f the Unified Development 6: , 3s... :..Condwt P �. b��en ed I Prop. t--...,. / Fire ._... _ . I Pro ' so t b � ,: e - :_ .' e:.;:::.:.::...e :> .. _. .. .: :,::• .:_. .. e, l? �' ,g a light arcs shall not 'tic el w an opaque �� %.. / / inch 3o fast Ordinance Th prod p que housing and no fixture shall direct) project �b :.,.:. _ ::,::.' M Brant :... Z" R3 5' Fu u 23/ 6/ 9 Y P J _ Y, HD E 30 fie. G J / .. • . -.: ,lo / • a light horizontally. gFixtures will be din su h a .::..: <' • , .:.• .,. .... , . / •: �. 8 ack Decoro e - 9 Y mounts manner that the projected cone of light does not r _>♦ / � " y,�•- _ , �o�� ..; ; R15 5' ` ��_ , � % Pro Y �� Ion Fence � cross an roe line. YP PKY c 1 #4 Bars 15 O.C. `.J R _ x 1 y I P10 \ fS l 19. Contractor shall provide parking lot striping i accordance with the layout shown on this plans. Plug :& M k� ��:'- U "FDC" Ends of P p. \ 1 20. Contractor shall mount a placard with the w d FDC on Freestanding `DC's stand (Per Fire Marshall). 1� TYPE 3 CURB ��: e EIB and J 1 18, 21. All storm sewer and sanitary sewer being co ructed with this site plan is private. t MPORARY / - , Gyp / P *. Exist. 22. All Water Meters will be 3/4" unless otherwis noted. V) �!y / \.: Prop. Sc `y :� Tempo.. � � � • FOR USE WITH CONCRETE PAVEMENT OR APRON RAMP ` `' �' P ry �'� /'/ 8" WL 23. All dumpster enclosures shall be 12x12 mte or clears 1 �\ pace illi-nG_Gbatructions. NOT A SEPARATE TE PAY ITEM y'`1 � " �^ \ � �/ .;:'� . / .'; `` Curb `�+•., Y •-�-- j pI' Prop �� a.� \��r _i„ � / �= � / 15' Fror� � °ems SITE PLAN NOTES: RE --r - `� /, Electncdl R3.5' 24* // �; Setba If / 1. Name of Project Lakerid e Townhomes " Eondui `� HDPE `,�,, �� �. co % g FOR 24 6" } 2. Address: 1198 Jones Butler Road, College Statin, Tx a O �,.�� `Plu & Mark���� ,�j 1 % ' �a° t 3. Owner. Lakeridge Living LP. (min) 3 5� top. 24 End "�afa ro \ a, ist. 6" / oas PE P ` \ �� '`� P.O. Box 10028 Partnership Ele. Condui �\� ` / HDP \ _ College Station 77842 r ~'��_ � , L � / I R3. '• '�,/ � � � � �MARE! 9 MA os 4 Bars ®15" _: Prop. 15 Prop. 8 / TRUCTI( ( ) ZQ� r / 979 739-9944 # O.C.E.W. a / p. PVC Pu lic / '3 4. Engineer. Mitchell & Morgan, LLP. 4 ` 1 University Drive East, Suite 204 . • �_.,,� � P.tls`•E / INC e' Prop. 15 / a', �� ,� CRAWFORE ,, ;kyr h�College Station, Texas 77840 - 4000 PSI Concrete Pro P- P.U.E. BURNETT Waterlin/ / _LPE � lF dJ (979) 260 6963% F• �./ O Temporary / / "' \ B 3a 2X6 CEDAR TOP PLATE 5. Zoning:- R-4(Multifamily), q Curb ` / ®_ / P Pro - `_" ?/ ® / Pro 15�" ( 1X2 CEDAR NAILER L.E T I 6. Existing Use: ndevelopVacant oposed_Use: Multifamily - \� /,\,/ . \� . \� , X X Plug End df ` P {x 1 / / ( I P J 'I 7. Setbacks. Per City of College Station Ordinances; \ \ ug &Mark Tempora f P. E. / / �' ON FRONT SIDE L 6 lime Stabilized Subgrade Prop. 24 P s �J / / r : ro 8. Overcall Site Area: 16.40 acres Phase 1 C Area: 1.42 Acres '/ ♦ \E ds of Pro Curb d t r s % /� A------------------- (� P. HDPE 1' p ,I / d 1 /k - - 9. Water Demands (Per Unit) Min.= 0.00 gpm, Avg.= 0.6 gpm, Peak= 1.20 gpm V EI Conduit �.r" 4 ;, q -� 2X4 TREATED 10. Sanitary Demands: 1760 GPD Max., Min.= 0 GPD Avg. = 880 GPD (Per Unit) Q tom''r w�: / , , �p�„ I ��: 11. Overcil Height of Buildings: 40 to top Ridge , STANDARD CDNCRETE PAVEMENT DETA/L? ,�� f ,' // 12. Because the dumpster screens are located withi i utility easements, the property owner will be responsible for jam` �l ` LOT 1 BLOCK 1 the replacement of the screens if it becomes nece sary to remove them for utility construction and/or NTS s /! t_ �' 1 i I J Ir E maintenance. �EGEN� c ;� JIi LAKERIDGE SUBDIVISION 1 E +� LANDSCAPE POST 13. Project Information: PH 1C - 15 UNITS y 16.52 ACRES TREATED Density Legend _ ��� , , / 6' 14. Dumpster Requirements - Phase 1A, 1B & 1C: 2 D.U./16 (Dumpster/D.U.)= 2.6 Dumpsters Required �` ` 3 Dumpsters Provided t I f o} 11 j'• CURRENT Z NTNG: R-4 / M/ !I FIRE DEPARTMENT CONNECTION }or Fl ,C) 1 1�f WATER METER This site does not lies within the 100 year floodplai 'boundary per FEMA's Flood Insurance Rote Ma ane) ¢ WATER VALVE Density = 15 units On 1.42 acresr ,ri ; �' 2X4 TREATED p P 9■ RRE HYDRANT / d ", f 4804100182 C. Effective date: Jul 2 1992. (' t 15 units 1.65 acres = 10.56 units �/ is per acre ---- SANITARY SEWER cL�woLrr � r/$ / l PARKING REQUIREMENTS PHASE 1sANrrARY SEWER MANHOLE MaxX Allowable Density 20 Dwelling Units/Acre CEDAR FENCE STORM DUN CUB INLEt PLANKS Per LIDO -Multifamily Dwelling: Total Type 4 Bedrooms = 42(g) ` 3 & 4 Bedroom Units = 1.0 space/Bedroom Required Parking = 44 * (1.0) =44 t 110 12 & 1 Bedroom Units = 1.5 Space/Bedroom Total Type 2 & 1 Bedrooms = 6 RAMP WiTH ADA PAVERS y' f, �' Required Parking = 6 * (1.5) =9 2X4 TREATED PHASE IIA, 1B & 1C REQUIRED PARKING SPACES = 53 Spaces 0 TRANSFORMER PAD Handicapa PROVIDED PARKING SPA On = Parking per Table 2 Section 4.1.2 of TAS: SPACES (Only Ph 1C) 55 Spaces BUILDING SQUARE FOOTAGE BY TYPE (3 FLOORS) U�L},. ���� �� �� 201-300 parking spaces ->7 Accesible Spaces Req ired as ELECTRICAL PULL BOX IVI a �,� rr PHASE 1A, 1B & 1C PART/A L S/TEP COMPLIANCE TOTAL PARKING SPACES: 205 parking spaces Total Type 4 & 3 Bedrooms = 144 s�'�L �'""�" GEAR 8A UNIT BUILDING (B I d g # 6) = 3 729 * 3 = 11187 S Q . FT. TOTAL ACCESIBLE SPACES REQUIRED: 7 H.C. spaces Required Parking = 144 * (1.0) REQUIRED i 4 Total, Type 2 & 1 Bedrooms =) 6 =144 7C UNIT BUILDING (Bldg #5) = 4346 * 3 = 13038 SQ.FT. 0 y-1' 0 7 7 N.C. SPACES PROVIDED (includes 4 Van iib = * = 11 0 SCALE 1 "=30' �2i I��R 2011 i) REQUIRED. PARKING 6 (ALL)= 150 Spaces 041 � �� i'IC� DUMPSTER FENCE EMIATION � PROVID PARKING ALL) Spaces 0 q4' ENGINEERINGanning i opy "� �'► NOT V) SIRE® PROJECT BENCHMARK: SQUARE CUT ON TOP OF CURB ON SOUTH SIDE OF HOLLEMAN DRIVE APPROX. 200' NORTH OF INTERSECTION .5115-28�.28 318.28 317.39 ' 317.39 317.39 316.50 316.50 315.781 315078 .314.89 314.891 314.89 314.00 ` 314.00 f WITH FM 2818. X= 3553461.31, Y= 10199936.19, Elev= 322.23 _.,•..3 SLOPE) °' �-" 7A � C v F FF=319.64 ,� 6 .q AD I r LESEW FF=314.15 N CiTY OF �I . , ! � Property LJne COLLEGE - ..................... � .............. High Poirrt X I ! STATION, - 000.00 Existing Grade j a TRACT 1 1100.011 pro c FF=314:15 � � VOL. 6762, ( 1� rode ! PG. 85 �� Ss Proposed Sanitary Serer Wes WL Proposed Water ones CV FF=318.75 X ' 1 >�! .i, Iia g1`Z � x- „_x--.�-•.x- _� y-- 3k�x �; �o �,, EX. PARKING LOT arrte,, ,rw A J fi SE 1-A ) (PHA I I ®®� MATCH r EXISTING - - - "-� 3sr_H�a� = _® -®_ ca- ®.R= �"%' DC� PARKING LO ,iI GRADES .....-, HDP .� I EX. PARKING LOT ��_ (PHASE i -A° PHASE 1-A t.�A313.7t4 Nx 4.64 EX. SI ALK ( ) T N v S 314.58 314.24 1374 x313.9 14.46 31 r /� GRADE I I SWALE N:A 1N W III , ,g22 14.65 t 1: r6, . 31378 r / :`ar_:F^+1,ui \ "� ! t TO DRAIN - - "�� y I I 14 �w �3 `a543, ,381 r as yr 3 ,'rl: `� 313 EX. SIDEWALK ° ' - J 31"4:34 i-31:6 L25 �` r I, - +r .73 315.65 - ter_ 316.90 316 a' 24 �I a' ?. • .Z3.'c:?: 14• " 4.71 ` . •. _tax rc `sc; 'a 317.5 ,•..:L`�" 1� _ 3.' 314 43' �•3;:'�'�"-�`�"^ .,_ . 3147 a ,: h -Y �{�:�...� 313 317.66 f --x-x'-�-x- ;:rte s x7575 ; x -x- -. _ SIDEW '' 31575 ,:r.i5E75' fs/ ' • ��-_L-f- ^l 316-41 316.34 ; :{'"- `' • 314 09 : �• -:z.' is 1' .95 �. :� > r' k; , .65 ASSE YP 1 7 -<w. c(' z1 y . Y:. ..c ���c5.E3-.v '•N• - 9 i 'I IJIli x 317 • '•.,, ��,^�_, � ,-,�.a.F ��;y?::r, ''' r ;,;,,� .314:73 / �FF�`31 fi 2 ; =.a�.� 3 1 .81 % b � 3 M WPP 1 b 5 A f is ?'•+ m v Y 4vL ! r•- .�• e. i`/- «=uF}f�SEE:�'�t7.z1' � -•315$4;� . •�Y,,, �h�� =t r.,t, / / PROVIDE STEPS AS � 3140 31 .65 y '3157 s !37571; n-7" HIGH) �7 NEEDED (Ei' y - .f roc ,`r•> ' ?; �•? k r? �' / , ,t� 3 221 -TMP.- �31s « %x`� DETAIL 3 1s i472� / ;s FF ,3s16 251 -':. 3 - STORM DRAIN � � �- . >s ::..Y�...�x, :-.::::. �� � o ! GENERAL NOTES 1FIMALM GWMu11Wt=-GffZxx1-I`PP-BCSAp GENERAL danru aS SW 2007 - tZ? Pm 1. All contractor vehicles, including employees vehicles, shall park within the I project site to minimize traffic on the public streets adjacent to the work site entrance. Contractor will pro ids sufficient parking areas to accommodate his vehicles. Any areas disturbedl or destroyed by vehicular parking will be repaired to original condition pnor to completion of project 2. Contractors shall ensure that no dirt from the project accumulates in the existing - debns from theproject arts accumulates on adjacent streets the streets. If dirt or, I _ 1 ' ! contractor shall immediately 'clean those areas. - 3' , f I„ Saalmo � t 3. Contractor shall place erosion control protection at appropriate downstream T 1 6101E 30 feet locations to minimize silt an debris from leaving the construction site and / r entering the drainage systerr v 4. If required on the plans the contractor shall maintain a vehicle wash down area of v / sufficient size and in a locakion to facilitate cleaning his vehicles prior to leaving the work site. I 5. Once vegetation is well established contractor is responsible for removing all v i temporary erosion control measures (i.e. silt fences, rock check dams, etc.) 6. Structural controls shall I,be installed as soon after clearing as practical and maintained in good working order until the site is stabilized. 7. Alternate structural controls may be utilized if approved by Engineer. y Q B. The contractor p shall comply with the TCE STORM WATER DISCHARGE PROGRAM and i is responsible for m let,n � and filing theappropriate forms. c P P 9 9 x4'4' )ri c., 71 iF+y r" 4'rv'4 Cr•': >• V � fr l Ya.,Vh3+ .� i n7i-.G•��..! � �. .+ \ f � NE,�. t�•��-eiti.:a ' ' I ' ! � �y ��/ �„� � •��1=Ft 5.�. � �ZirtJ �;F ` # �,,,,,. � \•� � �.r - --�' � ' � i `' � / ' � O � •h( ` `-fes INLET � / •v- �'•'�i>•r. �?;`,ss'r� r�'�li 4i :s�, , -+... 315 03 -.-„_,' 15.65 a .�i� �,��31571 ' � _ i31 65;. 'iL .r,_, 16:1'0 � � 314.98 i �r¢•v. 33;1•_75Y�-;i=vf✓�cr 4 � 'JO�j W PROTECTIO ..316 6,SL�' _ .�.-`tom. ::31:8' 7 :,h. 1 -h=�` �i r j, , .,,.r-,,- .' � � �••. 3 / �!;• '. �ti�" - ' :z' ?�fh • .e, ae-u .314.30 � i;�;:L ix ,� t c. 'J �, ! na�EF':377•-.25..: vs" ;. ;''•.,a trr,>._.;�z .�� I PROVIDE 'STEPS ,�y.-. �y-;t._ ..'=.r{�4 , �,. 3.5 / 3 ` 3161 / " n SWPP 1 � • �. L t � . � ( �+ r:- :'`:�_� ��� / / NEEDED (6 -7 HIGH) g , 'fia�ti sRS�'ar `� ek,r6g,�FyrJ! • <. s< / 2 9 � • -TYP. /� [, r >:I I r - V 1-•s - 1 31221 r ,. ..; :_ ... •-..::' -. :315.95 - :. `r; ..:...... i ...�. -,,,. _ � C .x �, v� 314:46 I ��•< 122 ►") sv ,:.. 3 594' •k' •. y �a- a �r ��•ri _ Q ^J• is - � X y- 00'• .�31 EXISTING l fi "' .• . ..ti. 2 3 G v . •315;75.. a � 0 / _I d w r �• ! 8 S• .0"' 1I. J 4 1 3 B J 1 A• 1 7$ �C ;> f • I l :�•rt' 3 - 0 r ' I _ DETENTION •�� s,s ..FF 316 12.x• to T1s 12. l � J - �r- r0 jcrrf 5`x z; y 315.91 / :4r a J+ 1 ' q 3 7 .� h. l i� - STEPS AS POND r s •:rc''. �A�31�00`'" /�t. / 3 1 O 3 NEEDED 6 - 7 HIGH 2 13 r 34 t s i 31 65� '� ,. 1.28 r- •--•s � 4 3 1' • � ;-,�- �, . 'lr�r r..: amt^; - ,. / 1 � � FF 3'1,6.25a ....la ' j ,'`' , TYP.- p0 - � � ! �.. •_t.;,'s3. .315.79 _ cF, .,�: .-,:.t: r .^o•> >'� _ z . _ •c<� 313 �. � 1 k 31 � � w •� t 3 C r r 0 1 7 • 5F •r. J: 3 > �. .ti 2 f I _ o .h \ >t• 314 9 �.:.:F• _ 6 315:89�'i 3 _< .33 \ 0 3 3 15 O ;t. 1.^ LTi•^ - •` `�:�.'r.' ,�� � : ``'"•,,. • 14.89 / ''" J 31 � � � U1 ABANDONED RAIL ROAD i FF=319.64 pm r I D T.979.260.6963 ! CURRENT I ZONING: 909 ELEc Proposed Gas ones Proud Electrical Lines SUITE 204 COLLEGE STATIONI TX 77840 t 6 EX. PARKING LOT �� (PHASEINGOIT FF=314.15 X v Firm F-1443 9,36 J ff (PHASE 1-A) ^� S ----- - L %m m I R-1 tL (V Q V 0 Silt Fence 3' WIDE "V" LUME (-1.00% MI SLOPE) - =319.64 15 :! X [ N (MAX)_. I 000.00+ Proposed Elevation T/P �,.�,..r� Proposed T/C --_�- Demotion I -25% ;•: fi 99:44 . .9: 944 ' B 0` x : FF=314.15 I P fz^x y _ L99 9� Q ' TSP =Top of Pavement T/C =Top of Curb � It 54 u IV Ec _ O O W C 315r-- f FF=318.75 '...:' r a >� I I p ; W O I V IIS �I I it i 313 L �' FF=314.15 1 STORM WATER 3 '15 , r 37 3 1 i POLL TION PREVENTION PLAN CV FF=318.75 X ' 1 >�! .i, Iia g1`Z � x- „_x--.�-•.x- _� y-- 3k�x �; �o �,, EX. PARKING LOT arrte,, ,rw A J fi SE 1-A ) (PHA I I ®®� MATCH r EXISTING - - - "-� 3sr_H�a� = _® -®_ ca- ®.R= �"%' DC� PARKING LO ,iI GRADES .....-, HDP .� I EX. PARKING LOT ��_ (PHASE i -A° PHASE 1-A t.�A313.7t4 Nx 4.64 EX. SI ALK ( ) T N v S 314.58 314.24 1374 x313.9 14.46 31 r /� GRADE I I SWALE N:A 1N W III , ,g22 14.65 t 1: r6, . 31378 r / :`ar_:F^+1,ui \ "� ! t TO DRAIN - - "�� y I I 14 �w �3 `a543, ,381 r as yr 3 ,'rl: `� 313 EX. SIDEWALK ° ' - J 31"4:34 i-31:6 L25 �` r I, - +r .73 315.65 - ter_ 316.90 316 a' 24 �I a' ?. • .Z3.'c:?: 14• " 4.71 ` . •. _tax rc `sc; 'a 317.5 ,•..:L`�" 1� _ 3.' 314 43' �•3;:'�'�"-�`�"^ .,_ . 3147 a ,: h -Y �{�:�...� 313 317.66 f --x-x'-�-x- ;:rte s x7575 ; x -x- -. _ SIDEW '' 31575 ,:r.i5E75' fs/ ' • ��-_L-f- ^l 316-41 316.34 ; :{'"- `' • 314 09 : �• -:z.' is 1' .95 �. :� > r' k; , .65 ASSE YP 1 7 -<w. c(' z1 y . Y:. ..c ���c5.E3-.v '•N• - 9 i 'I IJIli x 317 • '•.,, ��,^�_, � ,-,�.a.F ��;y?::r, ''' r ;,;,,� .314:73 / �FF�`31 fi 2 ; =.a�.� 3 1 .81 % b � 3 M WPP 1 b 5 A f is ?'•+ m v Y 4vL ! r•- .�• e. i`/- «=uF}f�SEE:�'�t7.z1' � -•315$4;� . •�Y,,, �h�� =t r.,t, / / PROVIDE STEPS AS � 3140 31 .65 y '3157 s !37571; n-7" HIGH) �7 NEEDED (Ei' y - .f roc ,`r•> ' ?; �•? k r? �' / , ,t� 3 221 -TMP.- �31s « %x`� DETAIL 3 1s i472� / ;s FF ,3s16 251 -':. 3 - STORM DRAIN � � �- . >s ::..Y�...�x, :-.::::. �� � o ! GENERAL NOTES 1FIMALM GWMu11Wt=-GffZxx1-I`PP-BCSAp GENERAL danru aS SW 2007 - tZ? Pm 1. All contractor vehicles, including employees vehicles, shall park within the I project site to minimize traffic on the public streets adjacent to the work site entrance. Contractor will pro ids sufficient parking areas to accommodate his vehicles. Any areas disturbedl or destroyed by vehicular parking will be repaired to original condition pnor to completion of project 2. Contractors shall ensure that no dirt from the project accumulates in the existing - debns from theproject arts accumulates on adjacent streets the streets. If dirt or, I _ 1 ' ! contractor shall immediately 'clean those areas. - 3' , f I„ Saalmo � t 3. Contractor shall place erosion control protection at appropriate downstream T 1 6101E 30 feet locations to minimize silt an debris from leaving the construction site and / r entering the drainage systerr v 4. If required on the plans the contractor shall maintain a vehicle wash down area of v / sufficient size and in a locakion to facilitate cleaning his vehicles prior to leaving the work site. I 5. Once vegetation is well established contractor is responsible for removing all v i temporary erosion control measures (i.e. silt fences, rock check dams, etc.) 6. Structural controls shall I,be installed as soon after clearing as practical and maintained in good working order until the site is stabilized. 7. Alternate structural controls may be utilized if approved by Engineer. y Q B. The contractor p shall comply with the TCE STORM WATER DISCHARGE PROGRAM and i is responsible for m let,n � and filing theappropriate forms. c P P 9 9 x4'4' )ri c., 71 iF+y r" 4'rv'4 Cr•': >• V � fr l Ya.,Vh3+ .� i n7i-.G•��..! � �. .+ \ f � NE,�. t�•��-eiti.:a ' ' I ' ! � �y ��/ �„� � •��1=Ft 5.�. � �ZirtJ �;F ` # �,,,,,. � \•� � �.r - --�' � ' � i `' � / ' � O � •h( ` `-fes INLET � / •v- �'•'�i>•r. �?;`,ss'r� r�'�li 4i :s�, , -+... 315 03 -.-„_,' 15.65 a .�i� �,��31571 ' � _ i31 65;. 'iL .r,_, 16:1'0 � � 314.98 i �r¢•v. 33;1•_75Y�-;i=vf✓�cr 4 � 'JO�j W PROTECTIO ..316 6,SL�' _ .�.-`tom. ::31:8' 7 :,h. 1 -h=�` �i r j, , .,,.r-,,- .' � � �••. 3 / �!;• '. �ti�" - ' :z' ?�fh • .e, ae-u .314.30 � i;�;:L ix ,� t c. 'J �, ! na�EF':377•-.25..: vs" ;. ;''•.,a trr,>._.;�z .�� I PROVIDE 'STEPS ,�y.-. �y-;t._ ..'=.r{�4 , �,. 3.5 / 3 ` 3161 / " n SWPP 1 � • �. L t � . � ( �+ r:- :'`:�_� ��� / / NEEDED (6 -7 HIGH) g , 'fia�ti sRS�'ar `� ek,r6g,�FyrJ! • <. s< / 2 9 � • -TYP. /� [, r >:I I r - V 1-•s - 1 31221 r ,. ..; :_ ... •-..::' -. :315.95 - :. `r; ..:...... i ...�. -,,,. _ � C .x �, v� 314:46 I ��•< 122 ►") sv ,:.. 3 594' •k' •. y �a- a �r ��•ri _ Q ^J• is - � X y- 00'• .�31 EXISTING l fi "' .• . ..ti. 2 3 G v . •315;75.. a � 0 / _I d w r �• ! 8 S• .0"' 1I. J 4 1 3 B J 1 A• 1 7$ �C ;> f • I l :�•rt' 3 - 0 r ' I _ DETENTION •�� s,s ..FF 316 12.x• to T1s 12. l � J - �r- r0 jcrrf 5`x z; y 315.91 / :4r a J+ 1 ' q 3 7 .� h. l i� - STEPS AS POND r s •:rc''. �A�31�00`'" /�t. / 3 1 O 3 NEEDED 6 - 7 HIGH 2 13 r 34 t s i 31 65� '� ,. 1.28 r- •--•s � 4 3 1' • � ;-,�- �, . 'lr�r r..: amt^; - ,. / 1 � � FF 3'1,6.25a ....la ' j ,'`' , TYP.- p0 - � � ! �.. •_t.;,'s3. .315.79 _ cF, .,�: .-,:.t: r .^o•> >'� _ z . _ •c<� 313 �. � 1 k 31 � � w •� t 3 C r r 0 1 7 • 5F •r. J: 3 > �. .ti 2 f I _ o .h \ >t• 314 9 �.:.:F• _ 6 315:89�'i 3 _< .33 \ 0 3 3 15 O ;t. 1.^ LTi•^ - •` `�:�.'r.' ,�� � : ``'"•,,. • 14.89 / ''" J 31 � � � U1 ABANDONED RAIL ROAD T.979.260.6963 RIGHT OF WAY TX. FIRM # 'iF-1443 o SUITE 204 COLLEGE STATIONI TX 77840 PLAN & DESIGN SP CIALISTS IN CML ENGINEERING ( H)WRAU ICS HYDROLOGY • UTTUfI ES STREETS SITE PLANS * SUBDMSIONS X v Firm F-1443 9,36 J ff + 99.36 C%1 %m m 1 7x12 tL (V Q V 0 0 t. PAT10 N (MAX)_. a� a 0 . r... U- '�,.i5 ar _ N ,MAX ) -25% ;•: fi 99:44 . .9: 944 ' B 0` x : 99 P fz^x y _ L99 9� Q ' ,92��r 4 it � It 54 u I 5 30: O O •/ - '{ � 11 �� ear •. �\'I�,;a.�Cj �'y-,�-' •. . ti-. '�`'` -'/ - -,' / 313.81 i'. / G'rx P s / 99:50, '99:50 99 98, y� 9'98 9950 99-5p`; ' 315.67• / / 37 . ., ' y,, _ ;"•-:•,� 4.74 - � :?. , ; .�- � � _ _ 7 / I v - v All FF. 1.00.00 315.7 E 00 w 3,469 314.65 ,� v, TYPICAL GRADING AT a 314.78 / SILT'FENCE ,� a� 1 m v I GRADE "rad `� , / j4 / + o Cb REAR PATIO 314.62. ASSEMBLY / , m ��E:N � / I TO DRAIN � � :: '\'~-./ � \ />r % 3 `'•� � �g -•- '�' N.T.S. SWPP1-03 w314.69"-_ 31473'314.681406 / /� ' 12 315.90 .� 314.67 �t J 31581 DOOR 314 41 R ..I � SIL 314 24 / ��, . /Q _ VARIES 314 56 / CE ASSEMBL FINISH FLOOR CURB , �/ '� _ I 8� 4' 42 y 1314:47 3 / f r .. ti _ 314.73 I '%: B )� _ . :}.• ey _ c'rr+': -:(. 7r,+ '7�i �. r'n r:i;o`!'S,•:; .s .. d m •,. 7 max -f=' i`r +,., :.ha,.: G..::.•-1!. .\.--'a.0 :%: 315.81 3t 81 , �^d. C 2 WIDE ( ) �_ ( ) SWPP 1 03 I .�31..419 i �.,. / 9 •� VARIES --:.:.;��<�.: v �. �* �:.::<•.r;,�,� . 315.90 / i -�:' a .GONG: STAB. • Egg CURB � . ��-.•, .:; f/ � •SQ. YARDS PROVIDE 3 o I c3 +31496 I 2` OF ROCK RIP -RAP / %3 �.l �;: - ':::-.�:.:. ;,. -: -: ,.�.:, Ori � ��, a 7... ES .. m :. 0'.; , 1 t�•x:�. ., r ��\ f - y.••. n d _+�,•, ! VARIES 3 sir. I .:314TH : /� (6 NOMINAL DIAMETER) // ' '� / -1.5% xti 90 _ / ,� (max) W o '' 315 , t 1:� �. / /mzg `I t 1 r/ 3:15 02 .. / -\\\\ �� CIV ; / CURB 2% (max) 2% t I � / 314.45TV I G DEj�y : I / / 314.74 -..„s "'/ ac /i/ CONC SID K S �A�'. r G/ TO IN , . 31 ..62• j1.: 5 08 CV 3 / / PALOMARES CONSTRUCTION, / m / LOT 1, BLOCK 1 ;l//r r� INC. TYF RAIDING I / \` 315.04 SILT � �/ C�.I / CRAWFORD REViEWED FOI' ---/ SUBDIVISION �� ASSEMBLY ° --, A,, BURNEIT COMPLIANCE / PROVIDE ' 314 / 16.52 ACRES • '� ^° TRACT 62, N.T.S. STEPS AND I CURRENT ZONING SWPP1--03 HANDRAIL �� (NOT PLATTED) / N DNEEDEDHANDRAILL / R-4 }/ EX. 36" H PE ,! / t CURRENT MAR 0 2011 G As N \ / / STORM D IN ZONING: R-1 H / ANDwuL \ \ 'r/ w r " COLLEGE S-1TI00 / 3,5.64 / (PHASE 1 B) �; / tip 7 I ENGINEERINq '/ �CINDER BLOCK / FILTER FABRIC ! NOT TO COVER 317.25 rim G�ER1LNOL.H.C. UNIT DRAIN NET \ 1 c / / ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER SAND BAG AP ( ;.jF? r..:.} Y ...'.•� 311 1 EROSION CON'' , ` L /� / € HAVE BEEN BARED 8Y CONSTRUCTION SHALL BE ADEQUATELY SAND BAG ------- FILTER �� t: 17.2'1 r BLOCK SODDED OR HYDROMULCHID AND WATERED UNTiL ,^ / 6 GROWTH IS ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS ®6��f FILTER s ftr i :. PRESENT, BLOCK S00 WILL BE REQUIRED. BARED AREAS p FABRIC ;a ::X HAY BALES 5 ESEN r N DR H _. 11111 _ .. ALONG C 317.25 .• :- ::. - PROVIDE - � / f �'•!3-. _ - :, :• .... SHALL BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF-:.:-: .... .:. ` _ , ..: •' .'; !•.::: °: a�:::: ... .. .... . •.:, STEPS AND h r - � f LAST DISTURBANCE.,;••:•-;' - -'' � . ...� ,,DERAIL HANDRAIL PP k. r" -� �;'.i•� i;`-'ar:.,.•,,,, �.a.. ROCK SIZE- _ SW 1 01_ 3/4- TO 1-1/2- AS NEEDED/� APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE ENTRE TIME THAT EARTH HAS BEEN BARED BY METAL T -POST CONSTRUCTION AND SHALL STAY IN PLACE UNTiL ACCEPTABLE NOTE: AS REO'D. TO MAINTAIN. VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS /�� COMPLETE AND THEN REMOVED BY CONTRACTOR TEMPORARY DEVICES AROUND STORM DRAINS ARE USED TO DETAIN AND/OR FILTER SEDIMENT -LADEN RUNOFF. THE PROTECTION ALLOWS Lo SEDIMENT TO SETTLE PRIOR TO DISCHARGE INTO A STORM DRAIN INLET OR CATCH BASIN. �'� ,{ TAT W CURB C`J /� h ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SAND BAGS SHALL BE UV RESISTANT AND MUST NOT DEGRADE DUE TO ATMOSPHERIC CONDITIONS. STORM D INLET PROTECTION o r m -� _ , ' SILT AFTER EVERY RAIN. SAND BAGS SHALL BE REPLACED UPON FIRST SIGN OF DETERIORATION. �o W `'' w u, SWPP!-00 r 2 CP GRADE SWALE J ' / P/ 4MINIMUM 12' SHALL BE FULL TO DRAIN >�/ / 2'X4' WIRE MESH WIDTH OF SITE ENTRANCE % FASTENED TO T=POST NOTE: HAY BALES ARE USED TO DETAIN •: AND/OR FILTER SEDIMENT -LADEN RUNOFF. THE PROTECTION ALLOWS SEDIMENT TO SETTLE PRIOR 6- MIN. DEPTH S p VARIESSEDIMENT CONTROL FABRIC TO FASTENED ENED WIRE MESH TO DISCHARGE INTO A STORM DRAIN INLET OR CATCH BASIN. �NEGESSAR ASTM D448. 3 T - DIAMETER) OVERt0 1p0' ASEOTEXTiLE FABRIC 50' 5 V' jl r METAL T -POST 8. OF FILTER FABRIC TO EXTEND 100 T S SQUARE 16c1O 315,9' v AS REQ'D. TO MAINTAIN. INTO A TRENCH AND BE ANCHORED 0' I H AME U +` , SPACED 6' APART WITH COMPACTED BACK FILL DOTAGE. A I -_ -�- 31605 31 01 t�j ALLOW 2 5' TO 5' AT TOE OF SILT FENCE AND/ORSLOPE FORT TO�` j/. '�__._--•---� 31725 M, M IN AR USED N ARACCUMULATEAUIGNFENCE METAL T -POST i F EXISTING STREET 31610 / HAY W BE S REQ'D. TO MAINTAIN. TO OF ALONG SLOPE CONTOURS. �e > DRAINAGE FLOW. \\� / 18 07 NATURAL GROUN DIRECm„r OF FI Ow NOTE: ffAVJ74. IAMr1 ✓ ,. -•� 6 MIN. DRESS WITH ADDITIONAL HAY BALE ,� STONE AS NEEDED. STONE IS TO BE MAINTAINED y 4'X4' MIN. TRENCH- 4" i ' SO AS TO PREVENT 20' i',�. CONSTRUCTION TRAFFIC GEOTEXTILE FROM TRACKING MUD ONTO ZZ FABRIC ADJACENT PUBLIC STREETS. SUBGRADE ;` a�FiCT7O.1�.�L11 GRADING PLAN RAMP DETAIL SILT FENCE ASSEMBLY EROSION CONTROL ALONG DITCH CO C N.T.S. SCALE l =J0%AN up via SWPP!-03 SWPPI-01 S :P1'-Ib2 I MITCHELL - I , MORGA T.979.260.6963 F.979.26Q.3564 TX. FIRM # 'iF-1443 511 UNIVERSITY DRIVE EAST SUITE 204 COLLEGE STATIONI TX 77840 PLAN & DESIGN SP CIALISTS IN CML ENGINEERING ( H)WRAU ICS HYDROLOGY • UTTUfI ES STREETS SITE PLANS * SUBDMSIONS www.mitchellandMorqan.com Firm F-1443 02/24/11 VERONICA J.B MORGAN ..................................... 77689 r/ S7E�, SS10N....��G C%1 %m m � ar m Of c w'm30) tL (V Q V 0 0 LL L 0 ` a� a 0 . r... U- '�,.i5 ar C_ O .(1) �I i I� O (^ vJ W O O W O I\ V O Zt, W O I V IIS �I I it i PROJECT BENCHMARK: SQUARE CUT ON TOP OF CURB ON SOUTH SIDE OF HOLLEMAN DRIVE APPROX. 200' NORTH OF INTERSECTION WITH FM 2818. X= 3553461.31, Y= 10199936.19, Elev= 322.23 EXISTING MANHOLE TOP ELEVATION = 319.57 ASSUMED FLin= 301.37 ASSUMED _,,.F -out= 301.27 EX. 18" PUBLIC SANITARY SEWER SYSTEM �EXIST. Conn ct o exls mg 18" blic- Senitary-sewer-'Li'n E- FL=300.70 Prop. 6 FL=301.20 EXIST. Connect to exis in 1 E ISTI G NHOLE ' Buhl Sanita sew�Ling TO ELEVATION= 31 .22 rY`- Ex. 1_8_ FL=300:1.9; -� �� FLd(h= - 00.02 1 -ss Is -ss ,a -ss ,a -SS Top. 6" FL=30SLfi Flout= 398.32 ._ ,s -SS ,a -ss ,a_a ./- .�::, r{ :1••�•-t�'t.::i: - ._ 7��_,1-.��-,:,T•�'�. •n•. -GT ,may Y,y.:.1.Mti!�+T.y�:.�f:-., - �-. � .� � //J ' \ 1 ; „-.._.-._.-^�1--1_._.-R.._.-t'�--c-'ic�A-n- �-i : ,;...� _ _ -.�-1 -,_ _ ?..��sz-!l,���`. �'.�:'''• . ?. -'.t f" -'m:• , f^.^�.�! _ �:<�• C SANITARY -- �.._ i�- ==_ - - - - - - - - - - - - - - ��- - i 7 _ ,tom,.,./' >._ l , =:t; t.L:«:.:z:3- . -'1''.`t, fi',,..,:::.,�„�sr--`^I•-r: �- n x .� - �...r^�J'9^";, 7 :/'1 i -- - L . x t . k SEWER SYSTEM -' �, : Ss - - - ; - - -'t'- _ �,�4i-- -' - -:=t,1:- _ •.",r_,.>s,_.'"r', x"' x:'-•'.,.:lScr.,- -x �- Y ! ` l '► c -ss - -a-ss- i -' _ c_ss- - - - - - - - - - - - f- l - -- -p ---------- x1 r LI Exist. Ii Bldg x' 1 Exist. a Bldg xist. r L-- ---------- Bldg 17zv a ----__.. -- i / x -- _ 2-2 Lb Exist. Bldg t EXISTING 6.» +'- { I PRIVATE SANITARY l SEINER L.. . I Exist. Storage � `� ' / lI \, \ �Y_<_i_T-�._ C-0 t _ _ ,•, t Bldg L %.�.. Cv _ - E - ` EXISTING 6 �j + \ - i -fit a /! �� PRIi/ATE SA N1 \---- - �---r I ► a tV IM f -Wl.ra '+.Y�•^1f.. MAIi �� ..cc _ \ -fir' �•Yi 1 -..._• � m Y� ------ 3a-HQ7E - ! � \ \\ �i C ' � [•:..'� a-'r� \ Q- _ SEWER a -._ ._. \ �`'>,r-1-' �-t �� .�----56-NDPc--�_r� ._. ....�'_� •Y"'�'-- � 4 / � i'� �' \ ` •C-{-,_-••facr,_-��. �. I N� " EXIST/NG 6» _ 0)�H- IPRIVATE SANITARY SEWER o 1 111 F + � do 1 I l • ?fr:• r, :-�.t'i'• r ""%r' i '.L- '.x z �. , .� .: \ ?t��j%�" i /, tSk�• '1=,L.t,�n..-{ --� l 'Lk.a _ • ,T -= f;_:. _' - \ CCJJ r., y .r. I ====3 --.... ro I •, .,.- -i:_ ` k. - � 7 =•-viz... ...,.. .L_ : v_e' o� � � 1 tt": j/ •• j l,f:t,Y:'..�:,:,.: _:�-w._,, < �'Y_4 ...(;n- •:!' d. •: A G t, �y. q:iy r'3i•:'s/'t;r, r.4E.-.', e!..,J.cG}-_t \\ .Clea-.,�..L . .�.� .-rf..--:<`,>•r. :' _.. _. __-- •-.__ ._. ((."^:^>�. b + I _' ...... - :t'.:JJ: ; _ f ice, 1, .- - .:�.+.1..' ,t, ...;•,t.-^. g -.. -_ _ �.,7 -- •-.� _.._ E:5'.:il r (1 . r• < }?. , . , .>r. � .. .. ;,.:,,,. ��-,.-, r.FE� _�1`';Fi• 25 a�;u:/„ D3-Drtd- - :' -_ t + .. ; .�z• .• .,.: f• : •.v._f_ ........ > 4! r,z Z c..t.� // ___-- � , t....,..�. _A:t.�•. � To � 31 / - /_.-. : % � . t'•.. }- ..]V,i 1;y='n.f` - P' f •L' Q • is 5:. --.,. ��n..tl.' r- + ,1 - '2t - r J - Y•:. St , sti v rr x - t r'f• I Yi � x- -' 42 -2•• t x 9.45 �► �•'`��= 1 I f, i _-,,�,.;,,c,r.K}.'_ _l,.�t _ L _ .':i:,::> •:�f ..K • ,•� r • 1. � '.I.d>.r' ?:"•= �F_:.:-1_.r:.,�«t�.. : �< -.. .'--',.5- •r .a'r, ,,.�: Lr;i�c"_,w-t�.e:rt•-{::.:«.'x�r__.,r.'.r.. � ,� , :'J,% i,l S i\•UIN • � In . - 'T4 Prop. Cleanout, Vn . - - I' ..�,' y:.. .,rx•. r'r -:I -.� rn•, - i. 1 Fnf L - ::;'. '-.'.1�...:F'^., rte:^ �t :• I ... i �� ci �i-r-:c •t>i , mss• -sr__!::<^, .i r� rr %c •_-•_ [ .ft•. 's: �i1 G 1� 1..7:..rtll..: dP:`' ^:"l:'i �': - a�- - r: s.: .r��x ,�. v-- _ -.. -+-.'4.,'.' 11 i y ry +-• � C/O To =315.55 .r=�„ �,;.»� _ .,�;•�,.., •��.!.�,�. 1.. /: - .. ,a ,:� P f , ..cis. - �rt,�::rt s_r' ::.�•--��� .�. ?•:"�, tom-;. FL 6 -309.44 i:z.2< r...- : '�� �J 4.a�';;�, .' {} �- �L ✓� \ I '!.: E - � 2.�:r ..w::.r:>r :�.- _ J -Y-•-=- :.FF•=:3� s(r�-5r.=,_ �-:� ! , - ..,t - -�- -.Y� r-/. �-�• r / /� . . _ - - - S='� ,_� .k 7 _ � ma=r: Tu '• t5 4 S"` �1= // % <4.T--�� r^::T='•:=T-L•`l•. %ti%aii'o- :.. 'R � •;F.`✓ r - •J: 1. "/ 'l � . f. �!¢. _ 4. _ _ V -], L. i - i• fi''- .Yr:• t f - 1. ! .. •.rr "� ? +•S{" , I .•.:. ..-••sJi•.bnct•r,}':a:.F�n3',y-,:,, yt%��li'•.''f. ,ti::rl=r. A^i :' ...'. .. �.'� I:: , t• : _ ...r},..i-;•o _•.;.I Tt.. v. r:•"'�•. - r •.. 1'/.,. ,: r,y... •_-w1L.AS,n:•Fna.•�,,,_:.E'CF.r,'•,�ai:_1: "Q - rJ,. ys. ::.. ' . ..:. ,. �� 1 . i. d. ❑f t' stJ' -. - I ttJ, ` - s:'-_i'-eiv-=:C.c4.5`._'�i-=•.r^' +eit-c- _^ _ _ • G :f, l y � � f . ..4e. ..F�7, ,c �y� ..F � v -+i' :T9 --::r: iia, - � t•,c vr, :Ci -.r ..»•a_:.r l - ,�. r-�F,S`;,,caJ���V;•o��._^�: -- FINISHFLOOR^� . , _ •', : :6. F - r rn,�- ^;� ,- CLEANOUT ..i"t:'-i`a ?..Y.: r'.•-ZL.t":: l `�^7 - .'Yrn^:Ji�tJ;S:r.'r... �'t` =: „ +.d.,iff:c,L'f-?.-..:v5.ttin,•. ._ ,:. :, .J�i ,. :�• � Q r< u' .k :S••t, tt:1� ::...,L-."-3it:+, fit �ii =%F 4j -'l - 50.51 L. F. of 6 PVC 5 .,,; , _ z / T .�v -:..r..:,.:.6 ,..,� FL'..-..� ;-.�:�.-.. 3:>>.�- ;N�. ' �� 304:3.6 r 8735 LF yy-.l.• i� _.,3.,JZ.. rz„_,., .-1r:: ,,Vi '/•_tl Lr -.t.✓ .. - '.:. ; '�. / _ _'s'Y ='•'., :i r-r,r:, , �.i ,� , -55097 r �._ � _ _�. �,��. � Y`ap •j ;• of 6 PVC ,t,µ•.. � .:,,.. -.�.`i. AIX drf. ire :; yy' ✓�'•. 'afrS'6•;:(4 ASTM D3034 - :74:.- -25 ( _ SDR 26 / •'-�.=:Y° C'4-f� .t__ h_•. � -,_ ASTM D3034 SDR -2 -=1 �-. �: �-===--L�'•- - ;;Js�., C 6 ..�--------- •�._.:��:_, ::ON/=�: C �r_�t._;_f� (� G g Yat- , �. f i •� t YS - C li :-'..•','.,•-:7��'AB:, tt%' a3 i �=k:>�� .•ire;�..3,. , x. -`.Y -' --`-_;u .� c ��l 1: ) - I t. f � � Ct'=.:u,., fA ;•%- - �: Jf'-�:• '<ic�...:T,� ,''' / 3 e 'hrs .s,. 5.^,•..Sr �,.....t.•,1,. 4t a, k ® 1.04@ -1.04% SLOPE7F -31..:�' •Ta. ...:-tet r,_,. _ .��,c.-.,.:-•F ..._. t C' `.. -.1-': .... 1 _ _ •..sur-.t.�:�-- IF NEEDED � ( ) I / .,b a.. t ,'r r r,. ..;1++. .4. ♦ j: .,., i5. ..'1:ZC•:= -.. r , s..c %N .tea�'•1a.5-c.:�,,..,c_t�,, „y,-_ .5_�_.,.`•.'�.-.•-..• . '�,. .:.• � / J _f _e)a,..�.. _,-t-,,a.eY:;•:=.`.ri' ' •.r,.:'_•:.,�_��`•.r:�.r�,'= a v;f'.q�- ' VARIES ^ NOTE: Prop. ti. - rxri , ry;:• •fr.J _+'i'r ,l. .:!• . l: i , o'- i nyLt`.-: a Jt. ':Urr , �f. ,.:c% il. .. _ .TN >r••»,'•µdi., •%:i.•:,b-. 1 +Yy . R ''.Yr.JS,: �.: �]W tGr ✓rt C%• "!: _ "ecu °�br t_. ..,G,.._.r -F..,• 0 To 316.03/ �-f-'' :< <.. �-r __ �. ' .:: 9=9'_rJ- ..;�-- - , :,.. ,fir • ' .,.�::,.,,_. - 4x45' _ _ AIG C•^r - in t - -� ��_-,: �,,zzr... ..•�� % 30 `._._ =�: ny::�.;�N- P -1.04% ,� � -,,;h . �. _ vC (min) USE TRENCH AND EMBEDMENT FL (6r s:> 1 _ r ENT DETAIL 309.9 �'� •:r,.•:�:•:- .,r.:,._. , _^rr p r::;•",•.�::._. ^ <L . YJr 'J� BEND - 1�7 2� ;.>�t•��- ON SHEET 10 FOR PRIVATE WATER AND '27 IN ,.-3'�%r• �i:.cF f rti1` � I� % •.S':i i 1'Lt. ,a,i ',t�f✓..a..pdr_� �a 6 PRIVATE SEWER UTILITIES ONLY. �,�r< z T_?ztr�.• ,. J1f� �� r� � ;'':ti'` j T � l ` % / ;X 0� 4» PVC (ASTM SEE ARCHITECTURAL PLANS e• :; >Y='< �6 „ ;;.�rx-;-'�S. s�,:.�'. �_ .�r,. �T.,�z• ti;-�s'.;.s�tt:; _ ^'�}=r �-� .�y�r �4T l '' '-` 4o PVC D3034 SDR -26) FOR CONTINUATION ION OF 4 - I;'r_Y_:,P_.%-j-.'f:i�' -t"�.;:,'_ p,-S.-Ca,�✓i>. :.= .a_T.%Fr._.��rr:i'�.ti: �:a :Ir••:: ,: fri;t�.?�.tF_ta:r'-=,.,_a;;_a,✓��-r.nJ,r J�.' :°f^_.•_�'__.,-fi:.'.._,.Yt.:t.J.Syr-."ia.�rr'y:>:. •`r",r.X,•t�>.>3�i.,1��.-f.1�_d,s;1:�'S.r�.--it,��..:.'t.:7�: 'J- ��.y�.,_•fv5",r . r=!�._2v�'.tC.o:-T=s:•�_•5_..�:�/l,L7.}r..r��-r,,_;`SxS�: . } •':i:.f�.S�it4.�y'F_•:�i'- 2' s %' '. a/':'.. l :�m' P��, orP0< /:F,fT. olJ e .¢ "''r_ �� .:oi 1;/u -;t.: l' '': i4 #/ / f•.3%}C:`.rr•�Z;:.'.. S-,�_:A N•�;t:�t�4=-iJ�jI.�..ti-:•Ti_r A 4eti vRJ:.�r,r'.9,i Y , �ert--rSEWER EWER';+',."r,.t r .T. SANITARY SE WE R SERVICE INTO SEE SHEET -10 FOR (ASTM D3034 THE BUILDINGEWBEDMMT DETAIL SDR -26) )FL_ nF310.15 rYPiSANTAR 6" PRIVATE 6" SANITARY SEWER sSERVICE LINE SEF SHEET -10 FOR lSANITARY SEWERH SEWER SERVICE N.T.S. •L -J-- 1 v .;;✓'PGT 'r': J ®HENT DETAIL .��r:���. :>�•.:. _ .:s.4• B - :2-t - ate'- 2 ,, ,,-•:!:•-:-'•m- .�. .��',;., I K .-s �:� rim• � :r .C:. ..: _L .�%' •f' ,rte.<. -r-:,:., "i EV in... -T- d.z i .•i": lj-rr p'• j. ,•-yt�. ..t w,. _ r I Jv'r• .r4':. '. _(� .!�� .e.N-.. is i. -C.,`r.'-•' : AF 1 r^ .:. �-s�.?r�:,.: -c , �,c _„�.:,,�a. •r .. .tg, -� , v,.. 4i..•:Y6._:.!,�.,....:_ �+�.•- _ - S. - .. .. Si .- 3"' .: a .. _ _ .. ._.._ / , <-.:r;,,t, -t r --,r•, ,,c.,�_ J+,.. , ,hv--+ -.,, . r.�.., s,Y,`J: T.1 --v _ ,) • T. 74.73 _ L ••. 1,.__ ... . L.F. of 6„ PVC :.' :�. - i Y • ar : �., r.�:.•:. . r _ •r. t>r.6_, SEL., �t .��.._._.rt�t . • .-. _. ,.. _ r:� _:._.--;+'..:- ✓<2..�,s- ,,....,-'i_it•?`. ,•�, -• ._.. k�_:,-. •� 4 . -�'v�J"`�►' �� �..;;rte• ��?'. �'F,F:te =�:.:: 3��1. ?•, �2 .,.:a..:: :st•;rt GRADE GRADEPAVINGCLEANOUT CLEANOUT PAVING(ASTM D3034 SDR -26) AS NEEDED NEEDED) AS NEEDED) D( ND) ® 1.04% SLOPE ;: _-.•tsf.: t > :,, I' -_ __- _a ��i, ' : �,,F t' iw _.:- •�-v.. .,,;-%� i••it:l�•1 ,..a. J :,yy..=4..3 �2. J. -� -x_ a�x':ilt"-�'`� . >:t - SCS*', f. _ t.•L1 .; •f X �i a r:nar-t'Y•>,v::,..a#i::,':'�..: ,;t •'o„v-h / ..rr: r. ,r•a` 87.78 L.F. of 6 PVC =;' �; •. $ .: .r.. � , , .: / � � :' (ASTM D3034 SDR -26) r i �li:7ev1 - cLtANUUI LAVING 3 rkf f : l� .' ® -1.047, SLOPE ,-� �� � (AS NEEDED) I (AS NEEDED) Prop. Cleanout, w c 14nx1 / ^.: / / / / *. LEANOUT STACK 4 14"X14"X4� DIP OR PVC CONCRETE CONCRETE C/0 Top -316.15 � •q.._yY, � ! , FL (6")=310.74:1 ..,/ t Cl FANouT sracK 4 n l_T_ (PA?'L S/TE� S tysw::; .�:. _ ����/ Prop. Cleanout IN I_rNF 4 ° E Ar T.979.260116963 F.979.2601.3564 TX. FIRM # F-1443 511 UNIVERSITY DRIVE EAST SUITE 204 COLLEGE STATION,' 'I TX 77840 PLAN & DESIGN SP*ECKUSTS IN CML ENGINEERING HYDRAULICS HYDROLOGY s UTIL ITL -S STREETS SITE PLANS * SUB MSIONS www.mitchelland mlor an.com Firm F-1443 OF T� 02/24/11 t PSE ..................................... VERONICA J.6. 1w(i�2GAN 7768, 0 ••��� ssro ••• 1 r'mMm) N>��y fY �mmm mac LLI app �U ff.O..11 0 a� a O 0- Ut Q� (.L ' 0) I I a� ry it W v� i W WI O J Wo I` LLJ l Q cW Q �g z� Q I , I� I ­ . R 111: . . 1 . - , i.,,_ -, I - - mmm -mamm �= �7�i t-il-l�---Nmvp-i. -X�Xrjw_ � I - � ­ ''7��, , - � , r, � 11MININUIRRIM: , iml � ,. � 4 I I ­ . .. ?5 Am� _X MW 1: I I _ I ���, �: � ��,� ,� : __ '' , _ , 1, I I , . 71W-+X-T-�11111111111 -L X ,� X44- - I.., 1. �. ''" , , �.,_J _1 i �� , : I � _ I.. : :7 �� I :�_ :.-1_11. � ­ :��. -, _�­Tna -4 ­_ , t7t��7H I 1111111115 , � � I _ �., � T fiIIIIIII-X 1 �� :. I 1. - � � . ,: ��:,:,: I : I � . � xl_�41111111_- � I . Y ��� i�, . .. -A:1 . J I . � . _-- I..'' -, _ 7� .. I �: � ::-,�.::,�": ­­:�,�,:::_.:, I I �­ � 11 : I � -- _....--_!,i_.-.-- ,�� - � ­ _��: *' I �: � �:::. . : , , ,::_ � I I � __ .1 � LA 1: ,, ,I 1. 11 � �� .. "I i I "T , �­ : . , . I � -1 � � . . : ,:: ­ I . ­ � . .: r I. : . � I . I I - 11�­:__ , '''' � , _i -11 . . �:� : �..­ 1, ': ­ I I I � . I 1 �i I . -1 . ­ - ­ ­ ,&--�I,,,, . I �. � �: 1. ­ � ,.- . I I . � I I P ;-,� AN, �., *_:, . I � � :_ � � , I .1 . w I I . ­ ­ 1 '1711, :� ,:.. I _ ''. : ,:: ::__:. ­­ ­ ::, �,:. � � � !ii I I ., � 1. :: � i %_­ :::: i , ,�., � : I - - � __ . :�:.:::: i , , � ­ '. . - , �: , �. _- I ., _ . * ­­ I. 1. I � . .. , , - _�_' . - ­­ ­ I - � . .. = �F,:_ , '� t�,A I 11 . , ­ -1-.1A__. -1 I - � . ,��, � , IN, I - . I � � ­`�, ... , � � . I - �, 4 I I 1�11.1_­� I k.::��. "''. I .. �� , 1-1 I 'p',",_ - ­_­ � I I 1,1-1 I . 1". �: :��,_:��. .�: I 1_0� _,", . � ­­ , � , � � I I . I _ . I 1''. I— 1. .1 ­��:: I 111. � . V . , 1: � I I � , � ��� , , , � � ,�,� - , ­ � ­ , 1,11"g, I ... :��_ : . . . . . . � _-1 1_111111- . . ­ - ,� . . ­�7 �� �� 11 � � �. �:,, � : ��,l � � "'N 11 �, I ,� . i1-111 -1 �: ., -11 ­ i I .1 . I.. Moffam, 11'1_�i � �.. -11 ­_ ,. _ 1_ �� I _ , " ,. _ - i. -, .... I, 11 ,. 1; :_ __ �:� � - F : : ."� r , : ,�. ,�, _", � I'll � 11:1., 1111- � � 1. . "I".. �� 11 .:��,�_�..� , , !�, I I .. ::: I � - �,:.:,� : I , il, I : � , � . i:. _: 1� I . � " , � '' � __,,4N - ,. -1-1, �. �:��: �!�:�*1:1� '­' � I �� "�� � I I -1111-- ­ * -, 111 ­� , , � � �:.1­111. L` ;'' -12-_ � ��::�:,�. '' I - 1::":,_1 I �: I ... 11-11 --1 ... 11 . I � ,i �.. ,:: 1. � , I I � - I I ­­ I - . �� .1 � 1: 1. 173: ... � :_. .: , I : '':. I I Y,�: 11 �1, �� I I . I 11 ,. , : . �: ­­', I � �, �. I �, � 1: : T � , t 0. 11 ­ 11 11 I I � I i, ­ ::�: �� I I . I � ­ 1-111 1�, ��� I 0 1. ..'�:i� �� ­ ­ ­ . ., 1� ., , . - � ,� - " �-��?-,-,�,� - - : ,�Ie-- , , , - - . I ­ �. - , 11 I �, I'� _,�:, ,:: '': . �, 1: , ,.�,,,�jg�'& ,�',_-,. g 1 -, ,:: i � �:: , I � ­ `111 1'�,-�-N� 43, : � � � � ,, r_,`�_'M�', T"?", � ,,�, . � : I . 1: lk�*�;ii - ­ , ,:,: , - , ,,, -, �� I - � I I � � I I I �; ­ = .,,.-.,,z��,,e,i :­:.�­: , �:,:, _ ::� ­­ , � � r4 , �-,RMI 44� " .- - F, ,� , � ', -*�_d--,,g, � . � � ::� 11 . " r �, q -, ­ ­ ­­, li I ­­ - - - " _i� � 6.1 - ­ � ­ I ­ , ��1­11_��, . I I I I "I'll, "I'll, �­ ­ � '' - 1. ,� 1 I * 1. .. -1. :­ ::. !:: .. . � � I 11 ,� .. � , 111111�:��­6 -- � 7� -"%-- - --- - 'i - - "r" � 1 -7-- -, ,", . � I � � � - � ,m,�, -, �� _%g ,,�,-- � 1i " I I � . - I - , ", ,..__�,, ,, - , ,,, -, T__,_,� '.�F I I I -,:_T _1� � � ;�P" - � I f 1.11 � I --- ::�:..�:_�: , . - � � : �. iii I 11,1, `N"X�. -i_ 11T., - I I V, ­_ , I � I I � _ � :11, - ­ "'I", "i -I �1� �� ... I I ,i �_ � - � . , - ��, ", ­ - Y-, _`� '_"�' � 11 I , , -, `­ _� ly -`-- 1 V,Ji,,�:� , � 25',�,,' "'k, I I � 1. , I P_ -_-q., I � � "i�"".--,�"'�-�l-l"�,.",.--.'I � , ­� I . .- .. I I ,.. � � I �,! "t " 1',K_:`� "`V_ "I", _,,`��11,, ,�, I I : - �, �� I - " - - "T 51 i,� . I : _ �� - ­­- '1_Z_111 1. I ... 1. � I ­ � - I - �, � � �.g,zn�Wi;",_;;�q�x ��,,� _, -1 I �,� : -1 � i�, � � . I , - ,:�� ", '111�,N'1111,, , __ ­.., ,�'. I . . . , �­i -,ol '1.,..g-_--- - � ­-;', ­ I R�, ,�, g',,�_�� � 1, , � : � 1� mgmm ,C, ,,--��,,"��"or�,111.,-,�,-,�,�--l�'?"-"� I . I �iM _,, , I I : , r-, - ., I . � - I I T 1, I I � 4� 11 ­ - , , _ � - - ­ ­�­ -, , � I �, , � __ - , � � ,�,�,,- " ,- - - - �­� - ­­­ i . :_ , - 111i ,�'; ,_�� "r -_ -�_-,_t,--, i g"�­,­'g-- � _ I I � ­ ,, ,,��-%, "01111 � I I ". --- - _ �, - _, . . ��: ::­�­­ . I �, ­ , , ­ ___, �,�,_ � .. � - I -, 1`1­1�',�Ik',J, R, �­ ­ �_�­ I I :_ -, ,,�,,i,,,,,,,,���,-�,,,�,��-�-,,,�, -,"gg,! -_g3.-,g_,.-,--,��---- I I I 11'a- _� ­ 1*1��_'_',�,,`�"* 2 ­,��q�,!��_,�Ia,� S :: , , I : � I - I . ­ , , - _ ,�� ,',�,,��, I 11 - -� , � _-z., , � ��g - I , , ,,�; - , ,_ I � I , �',�; � , - - i�, 11'� %. � ,, r-, � i �"*,i','?,��,��F�I_n�_ , , -, _kk i : , � � - � ,�', - ,�?�,�--`,,�� v., , - , ­ . � ­�" __`� ... LL 0 " ", ` ��,`��i_,"�`�,`,,� _.­ . - , .� ­, � � N`_ . 4" !.!,WO,,�W 1 � I I:_ Ale?,,_,�V i�;�, - 1'1�1 - - � 11 : � I-— ,.�.!N��,9���: , , I I 1 : I -1-1-1.1 --- 1.11 --11111- �_�. ­��,.­,��_ 11 �: i " - 4-1.1-14 . ------ � - �i�­_�.,�,tz : �� � , 'r, , � I-, � , 1.1:.,:. A _ ­-, I ---- . . . . � .... . .. - - 1 �5 .1 � ��� 11�� � , , � � � 11 ­�, I � �_ -11 -Ig �, �f % 1. � I : , , - `� - --- � s" vx-Ni'�,"tF5, .-�"�.-,.% ,--, .i_ � ," I ,. I I I � I � 111. I , ;,-c""Z�,-�r-c��-�",;"",C-���--.,";,�-,- "'S��*.2,'.', i, � ; - � " I I �', I , �_ . � - -, - ; I �- , � ` _ - ... � : � 'm . �, , ... - ,7,-., " 1. � �* . 1:_: I � � 1 ,��-Z,---";,.-,-,�-,,,,�,,�,,.,,�,2 , ug - . � I - ,: : ,:, . � '': _X� ...... . � 1-1-11.-M! ­­ V �,-, 4 11� . ,Zlll � � %.1 ��"" , - , - , �,�'11_i�.. �i�, _ I I . I I I � I .4, .1kv;1;11` ­;­ 1, ,��5 ____.,__ ...... I � = V.M, ` I �01` .1, � 1. I ­ - 1. I � ' - � , " ` , � I ­ 1-1 .1 - , , � , j ­_­­ ", -1, , -_`)M--_V I ��,, '�,%,Y,15 � � I I , , �� - ­ - I - � - -, - 4",� `�p - , , `­�- - "Lf 11 -A I �R,�`� �,�,,�",-",..-�,,�',.',-�',�,-��-,�i-�I .�i:! � �_,_ - ;!�"R,� I ,� , - _ L .. . I .-�� � " "i-, ,_172�� �_?;�!,_�,, ---'-I-,"'- ,,W'L I � , ,, 111W ­c�_ :. � ­ � I 1 � A � -- ­ --- � ;,-,,-,�, ZAIPPA111 1, ­­.­��i�,,�-" _< �, .. � .1 � I . - .Ili -,I lu III- I : �'J'�_,� .1�1�;�""�"Ig I I I 'I � --L ­� �:; I I � �, , , : . �:_ i. I I I �� ,�g �::­­ .1 , - � ��_;; " ­f�11` ,.. - I I I ��s,:,� - M '_ _i� �� � ­.- '� � _ I � � �, ��, 11_'�Z�111�111 _ �,._,_�i _, _ I � I , -"' ­ ­ -Z,�SER T - 1-W-- L' "R, I �, - - : " I ,."T" " ­ I : ,�, �­­­ --v,-,,, -%v� � I , '', �. ,,,�,,,�"'.', , s V ,1, g,- � ,,,- �,__, ,,, _ : , � �i�6, _*cr,1'2,� 11 I � _ ­ - - __� , __ � , , I ,� I ­ �� _ � I . I - ��,�-AP��NQ,, �, ,R, a"I_-1,11�11 - .:.::., I � 1 I � --,I-_ ��- '.,,�R,�­­, " � �_.. I , � I I I I .1 . ­­­ , _', �,.,� . �_,,, -1-- RIL�-M,U* 11 11 �� � � �4.11 - - , � i�,-��3�V;--,��­,,� � . ,��,,p,.�,-,,,t -1 ,. I ,� , .. 11 ­..� M.�'�""'�,,,�.�,�,,% , ,,Ina ��',,-_!,�,-'��,' � �� �N,�� , " ,_� I I � I � � I :: ��,���-�,�',��7--�2�i",�.�l--,-�i no 1� �,'�'�,, �'_,`,��,��i I I � � 11 11 �� � �,�' . � I 1. � , , I � � , . , , �`jl 11 : ­ 11 I I : : _� - , ",I" "I I I i :� ,�,�.; ""' �_ N� T I I I .11, ­­�,,-`�, ",� - �. ,-' �,�,:-."",�"-�'.�,�""7"-2�,�,,ii ,_ 4-,k�,`,---,",--,-,-, ­ .� _�,'�" I .: - , �E- A � ',��,,. I �_ E,,, . _,,,,�_ ,�"" fih�,�_114` 1 - ­ ; I 1, .0 -11 . � �- L .11 � 11_-­-- , _ , I � I I 1. �. I 11 - __ I I " `�__'115�1_,_" ".. ­% ,__�ZR ,�,_�� � I 1, . � I . I I � -,. 5 �','--,1,-�,',- �`_ .�_ ['11 ' M � . ­ � : � i � - : .. S �� " I , , , Z rl., , , - - 7.1- � ,___t � I I 1: _. � � I , 1" � ... � - � I , ,�., � I , - ,--- - � " � :i�, : : I � I � - - , "I � � ...... 1% ,� --`-� �-,7; �� ­_ � "." 1k, , �: I , I ­­ 11 .1 -, -���,�,,�.""-.-.,-"",�,�",.-�,�,� -- __ � I ­ ,-. I -1 � I k : I I 1- "Ill'. g ---- � .�,-�,­ ," - %�': _�`_,__,""11` M,�, I - , "I I N , M � � I 1-1 '�"iro­pgzm . � .1 11 !I I E 111MMLEi I � �:::" : . ­ I I I .... .. ��,�,,,--,i.��.;,��.,,�,,,,i.5�.�� 1, . 1-1 I I -11 I � � I - I I I 11 I � ­ : - - I 11. I I ,� I -1 � � i� ,� � I , � . I I I ­ . R� I . ­ . . . ..... I .: �, ) : : LAWN � � � . I � I � I ,� I 11 - 11 ­ , -k � I � I 1 17" � , I . 11 I I I . I � ­ -1111 -1. I : � ­ 1_� = I I I � . � I � I ,� I .. , , I _ z�,�_,,_,_,1�11 I I . . mq I I . _ i , � � :.: ,:: , __;� . ­ ­ I'll 11 ­ � � � I �. t - � I I � a I SOUR E I � � - ­ , ­, 11 I I I � , ­ - _,� f : �­ : I � � � - , ­,"""' � � I I ­ I I b � , "' I , ­� � - -'-- ­ - _11 -1 , � - : ��,,"`,%% "" � - � i: � , - , - : . , I i-�-""��ll,����.,�,���i',',,������,-,��-,��', - -g-, `;- ----­,,-�v I X, , , , � � 21z �. - I I �,,��,��1,11"-",,�-�l",.'t,"-".-�;_,�.1-i'��-,�'-"�k�'I V �.16 "Ag- ,,, _., I I � � I � 11 1, � , I .� - " '' � ­:_ I .1 �Ii I '- - , �_ I OW I 1. ­ __ _1____-1_ 111.1 , - �, "' , " - , I .1- 1 '71c",-,-�,---,,-�,----,---,!.�,!�,��z��,--��1.1---'�--�-�---".,-,�,�-7 1 � I N& -,-�'I't�,-�7--,�',��"-"-�,-..'��,-,',�",;,�', I I I . ,,---�,,,��,,,,-,���.,��,���.-,,,'�"-""-�,�,-,�-",,�-,��_-�-"7-1.�- I � I I I , _,', _­ � I ­ I _ . � �, . I , � I � I � ,__.,,��'_____ 0', � _ p_ ­ 1. -, _ , I'll 1. 1.11 t__ ,i I_ I I I ­­ _U -1-1 I I ,� I A I I � 11 _ - 1-- .1 I � I , ­ - � - 11 I ,� I'll, _-, "' -1 5 � - ­ I . "11111��151_��17' R`;�-�1�5_,`1'1' I _. I I I . �,�� ­.. -11 -11 I . � _ , ­ vl�;111- - I I .. ... . ­ � ,-,q�­j�,� - � _,�,7.�­ ­ 11,- � � ,,, ._:-:_� ­_,�� , ­: I .. � ,i� , - ­­, �­ `R.'R ,�_-'_ . . 1.� I �,__ , I ,� _��`,,��,R*�­-,�,K�f '�,,��_,� , -, � ­��_ ", _ I , i 4,�,,, � ��_,_I � - � 'k. � I . �_,K'l I . � I � I � ­­­ .... ;;1 �� �,-�,,�,�-,��?"�.'���"-�,i�'-I ., � ". I . � � I ­­-­�-% - I __11 . _i,,�-"?"n,�-�,-',, � , I I" " , 1i I � ,­ 1��­ _ I � - --- �,:_ _� � � , " � i� , , -� 11 � �_i.' � �_ , �"­ I I , � � � -I-"- ,,-�`,-`,­� -W ` -, -, , �, , -7114 1 ".. I I L ", -_1 .�"�,',;,�-__.,, -,-,,�,_�.�,., , - � I � - -1 , � ,; , : .1� . - �`�, ­ I - 44._�L.,'k�- - - ��, , ­ i , - I - 7Q � I I - - I ­­ - :-_ - __1 �� -. --:�� I .,., ., , ;�., ,Z2',�� _,�­, , 1j, __ 4_11 : :7 :-­'' : � ,-,- * - . I _: ­ - - - , - _ �, ­­.�_F - I - - -`, �� � . _,�,___, - --- - 11 1 , . , ii-, . . 1:: , , � . �, 4 -�..,-�-,�l,�---"���,.,,,�,,,,��,, � � I 1-11%, � ,� . --: ..-I, - " . I - I � : . , . : :.1 - V- ;;;. ,� -,-,-- , I k-111 � I-!- I : 1� _11 __1 - - = � �,, , . �� .�� I . am � ", ­'� -­ �%, il � � , ,: , �� , ­ ,��,­- _ .�;�-g��g- -_ ­_ �'I"i-, ` z�� ,7_,;,.t ­ � , - I �:,::, , I I R ! *;�,�,�F,�;�i,U ��* �� , ,- . ".. . � I .. I � I ` `K11'si -1 I— I ,� - - - , - '. i ��P_l 1 ­��,��. � � �� ,­ -��, �,,� - I , -, -� - ­- I.- � ­ i, I _,� ._-5, �,;�,� ,M�-�;.� � � - - �_ I,--- �_,_,_ i,� __ """ - ", _ __ " _ � ,'. _ � : � I � , " - � ` , `,�', ., - I - , , � " " 11 �,­�� -, -`--�, �`� -, � -,� , i ­­­­ 1 k I "11 ��w �`,� 'i __ _., - -'R -, i -- _ ,�� ,-., � N �7!,���,�".",,','-�z�!,.-.�.�, , , � _,00M­�� :11 ,;,g ,0� iii- , ,,-- , _� ',� - - , ," I I 8�11�,111R,?27_` �,_i _'.'._',,�- ­­,""... �__ " ­ _ , � _01' ��� �,___,�', - -_ 1i -�,�.,:�.�,"',,!! ��'illl � - " � I - �, - i *�,!,,- , ��`�`_� T___,�R`�'�_Z'., , �1_11 - . '- ,-_��.� ,'�,,� �,-,� ,rrrr - ---- - -2 - -,t� �'T�-".-�,-��',r,'�--�-,,-,,,-,,-2"�,�-��,ir�.�7, ,,;,.i_;_�--�. �' -,.��, ,-_,��,---,�,��.,t"-,�,�,�,*,�-1",�,�, :111� i'.,-- � - ..., ` ____ 'Ii*� . 7- .�_, I i� 1 - ___ ` ��_ `G` � , � -, - - - , -, - , *T ,,, __�'11_,�,,�,_­11 -1 I . ,� 1i ­L��,�` - ­,�11.klll_ ��., -_k- � ',�`. �, I ,I'- __1, ,,'_ ­,, ­�­� ��!---,-�­­ ,,-,,- - " 11 ... -'a'_rv, ,�,_ �v`,_,, ',`,�', l',,,--�'�'Ll,"�i�"-l"��t�l', :: _ , - , A- ,-, ,".. ,�, -, -- -, �` �,`?� ,__; - � _.1._,_,__`__'1,�, - -, _,_ ,,, , ._,,�,, T. -j-77, zl�,� tsQ--, c,",-, ,ftm- __1 � . ,,";,�,,,� i,,.,M .. , ," , i" � ,1, -,� _1`1�`._,�ITQ�11�� --I'-,*-- . _ . �, ;i, `r�111"', ; _`___11__�'5§_ ,�- � ��� ��r . . ... . ��'1�5_21'_' ­ - - �;� , "I I ... ... ... ,--,-- ­ 1�1`_­`_' __`�"'­ � 7 � ', , ", � , - "-- ­ , � I ­ "' 11 J, I � - � - �-" - �,"",",', _., , - � � -­� _ " ,�,Ir I - � ,,, � " � --�',-�, ,,,��_-.-:,-�-- . I—— I ­__ ... , __ " - - - - . ­- .:� -, `�,,' - ,__, " - ,--�-,,-,- `-- . I I , - - �A- --,, I �� 11 I "' -, '� �" I I I'll , I I I � I -'11__.'-__,'iP' - 1-11 , - :�;,'� ��, ��,�,�, I ,. __ , � ��,�,�'- _ " "' ­ - ,",�_',�`,,� , `�,_, I ! ,��,--,,�'.*-',-,'�"--,�--.-���",*, `��, �,`;', 7,,_�`,`, 1, ", , M, 2",-, 0 I _,� t�,__,,��- - - vi�, ,,, 11 -`7 , - ` -` ,�- , -_� ,,- -2 --t --i,,,�,-,.�,�-,�,,-,�,---",-", ,.,---,,��-,��.�"-",�-,,-,-;"-, , - _,", ��, ,�, � i�15i_ i�" � _ ��Os.:, �',' _�' � � � Ili --- � 1� -� , .1 I. ; I I S`,;, �� 11 � "I ... I , - , - q,-,� -, ��.`_,.`_� .1 ��,A I - , ?"" , � -- , ,��_ , I , . I � I " 1, I ,�, . � ... ,"', - , , �� . �. -, ­ " I , "" "I", ,- � ,, " �� �,?-",- -,"T--,'--.,-"--, R-, -,-,�,-� _ , , ,ii`�-,- , , .- - - I � . ;: , , , 11 " _1 �,, -1 ­ , , I'll �� , - � � ­ . �%Lzw & -.,' J! ��L.!',�, . ,. �.�115� �,� _ , . , ­ ft _t ", , ��, ` ,,- , ? �, , , -��.­ �%,_ -Si, �,-, N? I � "il-,.". ___,__,_..'­_. 11. �.��,,-',�-,��',,,'�---��;��-�,�',,,�, _ � _ I I , -�l.i���',�,.-�,,i�",-,-"''���,:��.--�� i�.���i.��ll.,�,��;-�.�',,-,,,,,-,-..--�,--,� ... . . . ��,-;,�*V,,,,��-_-- , "..'_., __ " I ... i,�,,'�,�,��_�5izi��.: - ­ � 1� � ` :11 _�: ,,�,�,,­"� _R, -Rt r,'� � I � I � . .... ... � "', , _ ,� .- �­­�� , " _ _ ... � �__ � ___��'!,a;];Z, , ., �7�4, , ff _1,1.2,,�",'�.'�'_ - � I _ ., � ��,�`,,`�11. '�Z, � ­,�---­i_,,i .., - ,-,,- ", � �, :1 I ;� - -­ � - - n, � �._ � I I I I �­ ­, I � , I , '�` ", -,- ­_­ -e", """"", -­,-­ � -­­ �­ I I �, ­- - � ,� �­,­ -� � '' - 5 -, , -, -� , I , ­ ­ " -, .., ��,,�,?E_,�t " �- , - -,. --­ � - - ," �`�`Klir_`­,_.-�__` , .- - _ , � ,,, " .-*,, - ., ,�,,,�,__--�� � _`,�,?;7".*,� , , I I - I - �� - � �, � � .�;� _ -, � ,,�,�"& ­"l-'�_'11, �1 �,�t-���l�;,,��,�,,�,��.�l,-���,�z ­ , � -1 I , , � __ __ � _ � � � ­,� -_� ,,1;? -, - -1, ", _`1 I Ill , ,1 '' - �, __1 - - ­ '_ ,,, _ - " , I I , ­­ . , ; - 7-; __� C,,,� , - - I., I - -1 .� �',� ','� , , , - i -11, I _.,.�',", � 41 - , ,1_1`11,�,", �,_ _. . �,-'-�-"'-"'--,L""-,,--.-,�.,� 1 , " ,'I, � , I ,, - -, � ` -, ` -`­- ��Lg� �,� ,-, -, ­__ - , � - �k� I - . � � ��,_'11' �_ _0 S.h", , ; --�_-�,.�,�',�-,-",.,,--",-,�,��,�-�'I `-,`;.--`,'�'� �_- -, � , 1" _� ... �,,-R-,�,",W5z __-, , � � I " _­­___*________ , , �,l , "?`-!`:- , , I . i,_ ,� _`,`­,�--,,,-_�­- �', Pf.""', ±, �_ _ -%VV1,411" � , -,,,,,,,, , . -1 , ,---.,,,- I .-��-'--.,,,�.�,,��,�,��-"""� z R I ��*�'-,�,�,',�,-�,,��-��,'��",�,'-, ,�",--.",---,--..,-,.,,��-",-,""-,�'--.- " ��,,,,,,, ��,� '212"'T _ * - I., � - .. i,'�, � `7, �-. ,".";, "., , '�, � I � 11, � - ­ V , !", `,`,� -11.1 , �i�_,'5,'_`�`,,:! 1"_,_,��-_�,_,,_ . '' " , '' "', 4`�Ali�_. , "" ... I ... 1-11, 1,-,,,,,__ 1-1-1.111 I �1�i,�_�,­i,�, ��­ � _ i _'.. I 1-1-1-1, __" � C " -�,-,'-,���--,����,,;,.,--,,,,,�,-��,"���-',�',; ­�' ".1111 ,,1111." � __ , I � �,,�_ i�� " ­­ _,� _', - - I , "" - � , - �!,,,,;_ -1 I I` - ,,*,I -. . - -- Z. .� ­­­­ _ __ *U` - � - - �_ �� - - _.�� - -1 if- -, - -111,,iiil�._I_rir _'?,-le�1"""',�,"s, �, , ____ ­ , I , , " -, _�,_,,�,,,,,,' .�-.",�;�,,�.,,I��,��,.�'.'�,.� Z01,11". t;, _7 � -i."i", , 'I, ""Y'l .,,�,;.­ - " �. 0 ­ - "I __I: ,-,11 . . . .. . . o�- , __ - , __M , ""_��'�_�'� ""gzn",",��,-�,,�---"-�*-�'���g,-L-, ";�i - � ­ �e��­ . ,- , 11 - _ I;- �� -ti,� ,"i"�_�,"-z"n't� - � r.�___ , i:i",, " ��,-�C._ �, n.,. � ... �-­ ,. - �._� - � - � .., , ,;,�. , . .. - �� - I . . � � � I ­... � I I _ , I �1­ I � I -_ .� , - -- 11, � "I - , L-, _� :"' � ,ii'V'i�., - � - I �� - 1, -11 � , , , �­ I I � I I ,�!._.� , ___ 11­.�:� - __ ,,,-,iii�­,,­�; ", I I �i�`-.'," �� _' , -- , - --- ,,- " ,,, - -0-,,7g , - � " , - .1 , "" - -, I I � I !:� I�L �l'�,�� _� � - --�,,,� ----i �­,, -- � _ -, , I _��, -, _�,� , , 7'' ,_,5,,�30 . _,,,_i�W,,11M.V_, ...... X � 6 1_: I 4 g�� i,"_,,, - - ,.; ., i��'�',� ��, �� -1 . '' �, , ,�, " _ _`,_ -, , , , - , � � � �-, ,,_ " � -,- , , , -- , - , , I , - . -_ -'i ,,,�"--,,�, _­ � 11 I I I " - fl -1-1 � 'il'�,� _', '_ - 'f"11' _" �:�,,� - I Ne-,$ , - � � - I ,; , � ., "f--,�,��',-'�l'-�,�",�,-',!,---,',;,'��,,��r,',-',., �.� , , , - -�_-'�, -,-, -..�,,_-C,,�-,z.,,. "'-��-",E; �1--i-�,"'I""", r- �, *," ��',,`,2�,' , '"' "I " ­ , � ',��,.­,'�_� "l, _.", �f­ � � r ,,���.,-,�.�,'.��,,�',,�',-,-,',,,��-:i-",",, � .- - , , -, I—- k1-1 -1111111"'l-.1 VIA, , �_� L, . � - ­'. - � '1-1-11 . - , /_ _,,._,,,��'��-*_� , �� 1-1- "" � _�_11 , ,'' , R,�,,­_11�1�_._4� ��,,­-�",� �-`,�,'�,,',i.,`�,%� , - ,._-"�,' " , : ,:2'��,'�_,`___�_,�� *�i_�,-_`,`:"7"-­-"�� ,", A, _�_�� ­,,_ , -, C,,�,_� I - - �, _ �`;elll �` '� " -� ,-V -, " _ z ,,,�,� ,,,,,,,.�".,�,,� ,�_, - - --I-- - - - -­-Ii�,i,', '_'._`_­`A_­�_1­5 1. i . '. __ I W ."i,".., '. _ , ,­ � 1, 11 "111--, , - _&�� ., ... I. I -­ �_ I � I , - , _�,t, .., ,,N,L-1� __ - -, , , 2,1, �,` � 1� � �, �', ", �"-i�"Ill,cl,�1,1�-,--,""",�"I'�-I'��.,�.'�,,� �,� , _ _, , __ - -11 , ."1_1,__ -, , ... z 1, � ­� I - --il."'. I �� I - � I I � � - - � I I � I I , - " ­­­,_ i "' �� -, -i .1 - -, - _IK", `� . I � _11" i - _ � I - �" - �, - . - - _- � _�11'11'w "1,___1',_-_'�11___'1_"_ -�"-"�'�"---���l*,.--.�'-�')-, , , I I I 1,�111 __ --- , 6� ,,, �,�,,!!­ ,I,,,;. " I " ­ " -1 , ,. __ . I I I . � , �' ` --y" -, ", - �- - - - , �1_1,_,� -I,"- -1111",", L -'iv!, � g� ��,--_,�--,�,�', �'�-�,':i-�_�`--,-',�, :� "I . ,� : : _� ­� I � . _-7. � I - I I I I I I , � _ - - I , - N, - '.��, I - ­� , I , I I I � I - �_ I � - 1E I � . _ ,, ,, �. , __� , -_ - �' - - - -_ � I I � : I 1 ­ I I �� �_"_,_ "N � �;',�"_�� '4'11"_�_`,�__` ...... 1';1111_1!t1,__1'� _­ I � �111___., 11 . 1 I I I 11Ti_,_1_11 -_ _�, �_;��_ 1�� -�'ll"�,�-,�',�--'�""��;il��,,�'I'�� � ­ � � . � I I 2", ... , , , L - _� _1 ­ I ,_ - I I I I I __ ... .. ... , �� ,�_ , � � -- - , _ ,�_--� .,;:� , '2*"�� ��_4;1'1`,,� `.IIFI� �_,�_ ��.. 11, z � ��� 11 I 11 � -_ I � I � _ __ � I - �­, , , , -- - �,�,'��,�_-`�';' - �,i` � ­ *,,_,� ',,��_, �p��'; -,',�,-e ... , i -I "",' - , , �­,i -1 , ," �!� .',--,, ,.�,,;7-,-,��.-,,��,�',.--'�,,����---. j _ �, � _, � , z -,;, .... .. �: �11 i � .- _ _",._ _,_., � I _ - , 4"', V " � ­ I . I I I . , I - ",;, , . , � I : I-, �__ . I I .�, I I I I � i'be, � 1. � I I I � I - , ; � I I I . �' �z ... I I I � I I I � � I I - ­__ 111-- W_ :� I I 1". I 11 � . � _ �_i �� "i- �15%R� � � ­ ­ -111 I �� � � 1. I t " � �. 11 � , I . I 11 I � � I I " ­ I I I I � I I � . � I � I � I - �� 11 I �­ - o 31r_.%J, I I �. 11 �� 11 �i 1. ­ - .., I I Ljmmv V I � . . ­ I � � 11 - - I I I I � � 1, �, �­­ , - , � I � � � I I � � I ...'�,��-,.-'..n,i3i��A,,.,.,.,.,.I . . . . . . 11"� I - - - \ I - - � I � - ­:� __ _,I,,,�,*�_,-,-77 I I I � I � I � It,: - � � . 11 1. � I �. �: - . I I,- , .'�Ilj - - ,. I I - .1 - ­ �� _:, I I I �, � I . � ­ � �� 1, BOW:308 V� _:� � I I . :_ I , � � � I I : - � , , , - � � I I � �;­. � � I ''I ­�­,�. I ­ 11 � 11 � I ,� - I � � I I . I I I � I _;;�M, I -_ , ­ � I I,— I ,�,:. . I 11 � 0 I I � I I ­��-­, , -, . , I I I .� � � __�,_-­-,,�-��,' ELECTRICAL � : I I I � I I I 11 I 11 � _ ... . ...... �,-, , �� , 1. I I I 11 ,: I - I , - ., -- ­�,`i- �1. � I . � I I � 1 ,6. " , ���,-�--,,,�-.����'-,��,��---.,�'� � I I I I LAWN : ,, I 10 �, , �,, ,, ­ % � I � � ­ I I I I �, I � I I 11 I � 1: I I �. � 1: : : ',�,__� I , , I I 11 1. I � , � I I � � I I �. I � � I I I I I I I I :, � 1, 11 I � I 11 I 7 11, �2� - -` --�� 1; \ .SOURCE FOR: 11: ­ � 11 - I ­­ I I I - I I I � 11 11 I I I - 8:,"'�_l ,�_, . '% i � ­ � I I I I 11::� I:, � �'. 1� I I I I � _ I I I � � �. � I I I I � I I ,i . � ,1,4 �%,,'.'_,",�_�_-"::�` I I � I I . ­ I �� I . I � � � � � I � I � . _` __` � _ _ I ­ . I I � I I '�'C,11- - %"_­�1,�___11.':_*_1_ -, � I I I I I I � ­ 11 I pf I , �',o�l k�; �' � I I � I ,,, - - I I I I , , .. ��.. �%" -_�,,�,,,.::,, I I I I ­ I I : V, -i � , ­­ ''I �'. 1. . I I I � ,�, � I ­ I I 1. �, -'­-,�,��",� 1��,��12 ­ 11 �� I �: I ­ ­ ,,-- 1� ,,,,, _,� , L 1: ! mm i ! =I 1 I ME ! I I �: - , _­�­,_,___­_,_­_ FOUNTAI � ''I'll'' I I .1 , ,_,�;,',,' w-1,1-1- I 11 � _" �: ­ ­­ '' I I � ­ � 7 " --- I, 11 - _ "c �__1,5` �1. FLAGSTONE11:. I It � I :, � . 4 i f - 11 .11 I I � � _ ... I �__: % � � :, I 1. � . I I I I I � ::, , �STEP I - , ,:� P .;. � I I � ­ ­ I 3.� ­_,_��;;r­11141,1_ .., I I 1, �, - , I ­ I � ­ I � � 1, , � - � r, ;?,*? � 1, . ­ I I I - I N I I ,�!� I I -1 I I - .tVl�,Rl! -CONTAINER I � I : . I I L. - .. � __ ­. I 7 I Pell-IA15M � ,.., I I � I ­ � I N, L" I ,� 11 .­_� N I � I I ­ � It � .- : 1, Z, ­ � I ­ I I I � - �1_ I . I.- , . I I 11- I .TIF-,.,% PEDESTAL A.- _�i I 1:1�11 - I I � I -­ I I . I I , I , � r I "..";�, � � I � I I I 11.1 - I I , - I 1 ,� .11".. �ZZ,��Z.Z!,5..' I I ­ 11.1 I ­ I _ I ­ I �__ I I -1 r -�=_�� � ­ 1111 ,� � � I - ­­ ,7-rl I I _­_ :1 � , i'317ft I I 1 7 T�',',�,-i�`� . ..... � . . - : CONCRETE FIELD - :_ _ 1. I ��`,,�,,U�­, . 1: . _ �J I - �� ­, ­'_ - � -, , � 1. I � I . � I I . I -­ ., -- , _,�i', , '.;. 11 11 - � � . , � � 1 � , I � r ,��a, i.t.9.4'�',;_) 11 I � I ­ ,:. ,: : .I. ,-,-.-,- ­- -.- - 20.), �� FLAGSTONE BORDER I I I I �,,_-_,�,,,_�,e,�,,z,�-, . , .1 � , - . ..... . �,,-_ �,,,.,-!�-,,-��,.,,�,-,-,P---�ll-'�� 1_-15-,-,-,_, - q,�- -141ny 1. I I _,��: V_ r , - ." ��"-"I"t-.�-�'�,,�.�,��",r,�,-z � ­_ I I I . , � 11-, ---.1-1 ...... __. ,�,`, - I �- � �­�'L � �­.­­.. _,_, ._ _�_ - , -,, - - - _��,��,'.,` ­ � I r __ ______ r��__ � 1� - 11 � I � ___, _ - , ­ - - I , I I � �_ ,� . . � 7 1 ­-,�-`.'�� f�.?._i�__ .11 I I 11 11 � - I � I I __ , I I ,11- -, 4 , . I I , I - "I 11. � . I I I _ I _� . I I 7 ,� 1, _ - _,, -, a"tcl;, . � � I I -- , , - , �., . � I - , - - I I � � �- � I I r �����,-,:��,-�-���,-.:--,--."', ­'". `,�-��, , 7 I � 11 �, I � .� � �� 11 I ­_ . 11 ­ .11 I ­ I , , ,��'*.'!�,�,-_ ',,�-,_�,�-,,,. -, _-,'� �, I , *z � -A -1 I � � I I I r - _ " �,,, -_ � � �', � 1 W-4..' i I I � I I - ", ­ , ''. ��_ __ ­ "" , I I _§�. � CONCRETE BORDER ­ . ,J,� I ��i I , __1 il - � - �. _ ... I I.. I I I N " I 1-1 ­ I ­ I I �. I I ,--.-_-,!,,,�, _�-,',., ,_, ; I �L!0,11 .K � I ��, , �'� _` ", _io, __'!_� - li I I �1*u I I .1 - - 11 _ -_ _T_ . � , � I � I r � .1 I I � _ ,�, -, __1 _._ . - - -- "' : LAWN I �r� I I � , r I ... -1111 . ­' y � i ] I I - , � � I ` "­-­ ,-,-, 'gift , I I I � I � :.,��,,-��-,�,,-_.-_�--,�,,-,--, 1-1 FLAGSTONE FIELD I I I I � _ __,0-_1-, .,,,,, .. il I 1, I � __ -1 14 I ��111 - , -, - 7- -1 P � - I I I � I ­ - _­ � � _­� I I I I 11 I .1 � I 11 11 ­ � , Ill � .�'�"I.-�-,.".�,�,��,'�!�,,��--,����,'�,,�,,��"I �� - '� � I :��::. r I I I I , _ I P, I � I I � I _ �� I I I , I I , I _!r 1. -- F � � AREA @ 307.0 = I I � I ­ � ­­­ I � : ,� I ,� 14 I � - ­ ___ I : �:, _ ­_ 1. �11­1 . I.- � ,� 11 �. 11 I � 4 I : � 17,900 SQ FT RETENTION POND " 1. ­ -:, �­ _­­ � ­ I . -11 � I � I � I I 1.1, 4 1 . 1. 11 "I I I I I ­ I ,� I I I 1 4 ,1 1111 I I I � - 11 11 � I -1. _1�11'1 11 . � I I I 11 .1 I I I ­­ ­ � - ­:: - , r i I WATER 306.75 . 11 LIGHTED - I -1 I I - , 1, 11 ­ ­ � I . � , I ­ - � I �, 1 � 1. 1. ­ . �, I i � I � r � . "' �.,', _ip 'i 1,11 , ., "I I I � I � I _�� I I..'' 11�1�1 I I �. "I I 1, ''I .1 - I I I ­ - � I � I � I � 1. _ -1. 1� 1, ,� I I - , �: N, ,�i�� I ;1 I . I ,� �,� - . . . . . "� ­­ _,�, I I :OUNTAIN I .V,_�,` 11",10:, ," -- - I I . . . . . �. ,�__ �_�, -, � �11'11_'1`1,A1"..,,_i. � _-, I I r � I �11 'k j I I I I -7_ ,��, I I ­:, I I ___ �', ,- -­ �: I I � I � Al - � I I I I I � �'�� 11 I __ V, , ­`-- -, - ­� ­: �� �: � : , , -5 - - I � 1 �,I�,,,� -��,,-_,,�,,Wi ,,_�"",,�_� . i I. I I I __ -, ,-� - 2��_­, _,� ­­ I I , , ... ........ 1, I I I , � 1: , I I r-1 - ... , � 1- - � ,� I'll � ­­­ I, I . I � : I � '. 11 1. �:.:,:�_ 11 I I - . I - I'll -�� I. � ,3 �,L!,�­- �,- _1-1 -. -- -1, . I ; . � I . , � � � I I Ai , I I I I 'i -, " �., i - -�- . : - , I 1-1 - , i��a`_, A__ I I' I , I �� I - ­ I I 1'. �, 4 ', , tt, _ � ­ I ­_ - ­ , - I '''' , .F 11 � I I i, I , I I ...­ �'. �_, 1, I 1: :,:,�:� r � ,� ""' I I ­ - _­ i � I .�, � : � J , I � � - � I � ,,-,- � -:-, � I �,­: I , - -Ll: � �., � �: 1, � ,�, ,�,�-,,�.��,O,�� AREA @ I .'' I �, . I � ���, , ��, , I I � , � ., I I � . I I 11 , , I I � I I , , � I , " `�," _`_`�` 11 I I i ­­ , , � �__ - __ __ . _._ _ ,-, ,R - - __�_ �_,_ ;;-.�CONCRE-TF,B0RDER-__­ � - 11 �- I 1, I ... 1. ­ - __ - __ - � : .__.i_..-. I -1 -V, %,-�,­, - �, ,, , � �,,, ��, ,,,, �­­ 1 I __ --- __ __ � - -312 0 �� - ': �� �-­­-­­'--i- _ - -1, �` I I - I I I .. .. 1, 1, �,� � 1�� 1�11_`, 1'1'11,��,11'1,`,zl _�,!,�,I�v �,­,:�� " i i � e � , , , ,, :1 ­. � � I ,� 11 11 _­ 1-1. . -, : , ,� � 1�1 � ' -i-- . : I , "'' � , I . I I I : , �­ �� - ,_­ :. �, � I . : : .. _ I "z"' I �6:86 ��::� _- FLAGSTONE _ . �� , �1,1__"__�', FIELD, '� ,�� :, : ::, :,:� , ,�, ell,","'1211 112.3 - I I � I !::,::,�: ,: � ... �� � � , �.. - : _� ,::: :, �: . � � �: I .� :.� ,, ��.I:.,!_: I .�­. � ­ , ,, : ,�:, - � �� ,:: : i : .I � � �:.. , �.. ''. I- �� --11 .� ­­­ ... 11 - �:� I 1_ �. � � I I/ :­ , � ­ I zlllll� , �11 011 .1 :4. I'll, � I I :_ : : _ FLAGSTONE STEPS I � : �, �� �: _ : � .: � -1 -1 I I ­­ I , , ;;, I _ :. .".",�­::� _ ". I i :: .:i 411, � I � 1:1 � � 11_ _ I_ I ea's i �.:�,� i:: 1:�: � 0, : �i :�, W, � I I � 1: I I �� I � � I ,� I , I'll -1, � ­ ­ :_ ­ ;,�,_-,� ­-, I I I I I ,� � ­ - I IQ - , , : � � ': - �, , "t;1 __:,��*��", I . � I � � 1:1 I ��11 �. 11 ­ . ­ - ­ � . �%, :_ -­ I I I :, � 11 I . �, 1.: ,::, ­ ,,&. I K." ,� ! : 1, :­ :, :1 � ''I'll 11 1. � I TRANSFORMER -I * , �1. :�_ � :___ il_­ 11 . , '�& '. ,b I . 11 I � �.: I :1 I - �:..�:, : I � , . z I ­: ... ­_ ­­ ­­::: ,::�::�::��!:­� . � I � �: � :, :::, � I �. , �, 51, � � ��b - . 1. �, i - ��. � -i - I . , �,::,.�: i_,� :_ I ��, �, � ,_� I I , , ­ � . I—— �; , - ­.- , , I I I � � I I . I I— ­.. I �� xf� _?.,�'_ I 4�) / - '' I , � I I �, . ­ al Lp I _,� _", � . ( �: I EDGE OF POND 1. � �. I" , ,.. . � _Q.,4i ��-,50,.,�,-_-._ . � I I � , �, :_ : � - ­ I I � I � 1-11 . 1. , , '' I- I I I 1. � :::: �,�: _ , :, R, A �� �'', I - I - .. � I � � I . � - I 1. ­� I .. , . ­ � �_ , :� � I 11 z, � I I � I ­ � � ­ � , , I ­ 11 I � ­­ CONCRETE WALL 2 I : ':_ � � �, . LAWN e 0�1�1 I:_ _ :1 I - I � . I ::_:_�:: �i�_ % I 11 - � _ �': : ;�:, �, , . , , �, . N. : , I I : 1: , , I . I .: 1, ­ ­ : I I � 1, �. I ­ " ­ I � : I , � /I 11 I. � I . � I :: � � �_: I I :� I �. � ,� I ", - ` - I � I , I I "'.111-01 �N&s',�,,', I I I ,� ­ I . � ­� :­ ... ­ �:"� �� I � � - ,: :1 I:, � I i I , I � '_ : I I I , �, :1� .11 ­_ � I - ­ I 111W­�,­­, I's I 1:.: I � �, :­ ,� r-11 1� � _: � � I .... I I :_: �:� 'STONE CAP I � I �­, ­ ,� � I ­ � , '. I I I 1. I � -�-, ­­% ­ ­ :�% _ ft_[ / : I ­­­ _: 11 / I I ff"l, , �;�,`, . 1: - I I I � . / `�,R�I;z`,P;2n',�� I I I � 11. I I . � � �,�:.�: . ­ I I � ­ I:, - �.,­­�­i;� 7. �.� � i j4b::_ : ,� :� I I , , , �, " . .. : 4�11 - ,�: :�! :..., I .1 - I I :_��., .11 11-.1 I I �11 I - I I .1 . , & � , / , '111i, ­�, : I 1. � 41i ­ . . � I : � -;,a .g N � , I I , 11 I ::�::.­ � I _ 13 I :: �: I , I � I .'' � ­� ,�- I— 1-1-1 , , , - I I ­­­­ � , I I I I .: : � `� I, -1 ­ : �'Rvi ­ , ::, �: _ . "i ,, ­ ': - I , '-;",a"',- , "' � � � - -1 ,. � - � ­ I I � I �. �� � _ � ,: , , � : �._ .11 � � ::::.:,: I � � I ­. / : I , � I, , I .­_: -11 �. �,, vw_111�` I I Ast - �_: ,% �� �� PHASE.:_: I / : � �, � I ,� I I I I �::,�_ � I , ,, ,,, 4 � . J� :1, � 1. . _v I—- 11111, I ��.:,.::.i,, 1: il. 1. � ­ � - � I I . I I � 1. � I . I.: I I ft, _. I � �.­_ I I , ­� � I - - 1-1 ­­ 11 I I .1 I � i ­ I ­ � Ill 11.11. �:_:, ­ , � - ­­ I ­ " I ­:11:1��::_: I ­:. :1-1-1 ,:: ­ ­ I'� , �� li­ _­ _ � % .� �:.:� � 11 ­ � 11 I 11 �. ::��:�,� ­ i - . I - �'. ,. ­ ­_ ­ I I,/ I'- I ­ �11:�::":, : ''I 11 . - .11, ­�:_­:­,�­ __ I ­ .1 , .1 � .� �� � I I - � .1 � � � �::: �:::_�': , I _­ ­ . ­__ � - !:�, �, - ­ � � I—' - I ,� ­ � � ­ ­ � - ­­.� -%_111-1 1,11-1- .-i --.- 11 .1111, - I � I 11 ­ � ­ I I I - - . � 1: � �, : � :1 . 1. -W ::_­ ­­. � : I I � 11 � :. �, , :, I . � ­­­ I ­1� � . . :_ �: � I � .� . �, .." �,� .:I.: � I,A ­ I - � I 1- I I— ­: � ­ : I - " 1, :: � 'I � : I . 11 ­ I :i �::�:: ,i ­ 11 -1 I I. I . � :::::: � ... � lli`� 1-11"Ai I I � ,� � , I - � I -1 I - � 11. I � � I - 1, 1: - . ... ­ . :.:.,:, ,. . - 11" ", B I ­� 1 4 /_ �, : , '. , I ._:�: '' : "I I -:1 ­�_:-�.. �:: _ - - - _­:­:, . 1, I -0 I ,�i , . 11 ­­ I ­ ­ ­ ,�,: 4%, � _ I , � : - � I , , : : �: :, I& � : :'. :� N 1: :': �: :: � �� ::; t": . . , � � � & .: i � _ 1- - I L-1 - 11 'i., , � I .1 I I . I � , � it I , � � I I � 1.11 ��: ��: , - .1. I & I : , - i�!� P�,,,,I:/ . � ELECTRICAL VICINITY MAP I . I I Phase 1 C LandscaDe Reau'rements Site Area Points . 61,773 SF / 1,000 x 30 = 1,853 points required � Right of way Points 63 LF total frontage / 50 LF x 300 = 378 points required I TOTAL POINTS REQUIRED = 2,231 POINTS . Major Collector Streetscape Trees i 63 LF Jones Butler Dr. / 32 LF = 2 trees required . . POINTS SUPPLIED TOTAL POINTS PROVIDED = 2,470 POINTS . Street Trees Provided 1 2 Canopy Trees = 2 Street Trees I I I I I I � ­ I SITE PLAN NOTES: �: 1. Name of Project:- Lakeridge Townhomes 2. Legal Description: Lot 1.1� Block 1. Lakeridge Subdivision 3. Owner. Lakeridge Uvir�,'g LP a Texas Limited Partnership Po Box 1 W206 - College Statio n', TX 77842 4. Engineer. Mitchell & Mc rgan, LLP. 511 Universib Drive East, Suite 204 College Statitoi. Texas 77840 (979) 260-64.163 5. Zoning: R-4 (Multifamily 6. Existing Use: Undevelopel-Vocant Proposed Use: Multifarrii 7. Setbacks: Per City of CA Ilege Station Ordinances 8. Overall Site Area: 16.40 aems Phase I Area: 3.51 AcIres This site does not lies wifthi 1 the 100 -year floodplain boundary per FEMKs I Flood Insurance Rate Map panel 48041CO182 C. Effective date: July 2, 1992. I 11%,Z";"-�,�,��7-,-7,-,:,�-,-�-,-.,a,;�7;"�,!----..."..._,,---% .. ... � _ �-��-";,��-"-..,-�.1-1,-"-,",-,�.Z"7,..�l.,-;-�1--l-l�Z-1i.-��.1i'lI ,�."��,-"�--%'--,,.-�1--�l-tl-l�,-�-�-t--,-�ll'-��-"�.- - 11_111-1 I—— 1 11 = W -U, CAL 51ZE I � i 2.1" CAL. 5'-IO'HT, 150 X1:5 = 1�200 POINTS 10 X 32 = E320 POINTS : � i �: 10 X 51 = 510 POINTS � i i i 10 X ea = 6r,O POINTS POT I- � t. 1. : . '01� ­ ; � "Hit -Vit... � I . �_ ,­ 11. '. �,�,", , I '. , 1111i�, ."", � �;, .. .. S 11 j �s�__-,,i�,5_, I 5'_,�!, � . A -1 a ; 1 � i . i � 0-0 W - i - I i 1 T, I I -1 , i 4­�!'­.. ,,--t, , �� 1� - ;. I 1. ON .1 \ , ". � I -a , � JAN 1 'k (__��y ? I � �, _ � �i �, 1. I ) Ri I , I : CULLtur-, I , I I I � ; X ... -it'.., I - .�-4 ".. � 11 F_,, PER �F�1'1104 , t � ; I tiyni r , : . � .51, 1. I ; - * - I � .1 -.1 1!? _ _­_______,__, -_ " - I ===__� -_ I � i . i : : i I . . I I 9 0%10 anni - I "' 7� " � L-/, - I � /-, no,/ J , , ; , �, V �, " 1� , �V� I ". � i !­�, I . e _ �� ! '. � 0)� - . ­ I � - 7 -_1 ,-;k, Y�z,\. �; 1 - � I I fN, ..� .z " P., i . I ii .,- ,� . %'�40 ,� - - I �.,.,i : I I V).,� C�l V Au��W\�CIP . 11 r Submitals - - ­_ __ I 1.11 - . - I I � :,i , � ZM 4ft. � U, - / ./ � - -- - -- - - -- - I I I I I I I __qwfif_'�, I N 11 / --,-,:/, I � 11 �_11� 6-2140 for review . � �, 1-1 NOTE: ­ ""' I 01. All Plant Material shall be pruned / shaped as per Landscape Architect `1� I / ""�- -I/, / I I `11 - .1 -1 after installation to remove any broken or damaged branches and to give - , __ I - / / "' "" I `� " // 2 F - " - ; 1.9 �, ,., I 1 00% coverage of groundcover, decorative paving, Z'v . uniformity of shape. - I 11g r " I., - J, _ __�: . - t - I I ,�111 � .� decorative rack, or perennial grass is required in parking V 02. All Plant Material must be approved by the Landscape Architect before . ,, -, "" '� ,_" , � . 8 � ��, I i installation. , "" ", " . . . - ,;; t 4 F-41 N lot islands, swales and drainage areas, the parking lot 11'., �, I . , 03. Verify all quantities before installation. * " I "I -1 I " " :: -2 0 . 1 1 1 N � r- A t �.,; setback, rights-of-way, and adjacent property disturbed �,,-, - ��, ,, 11 . 04. Broken pieces of sod (smaller than 9' square) are not acceptable. "I �`-_ .11, I'll, _ I'll i ,E -� : 91. , , I'll � during construction. " --- "I, 05. All plant material is to be guaranteed for I full year. , "�� - [�� .... 1 ;� I P�_11 ��__U,�_11�1v�_ ��1111n, 11� qW4�� (�� 06. Landscape Contractor is responsible for clearing any dirt or mud from ­ , , �` . " ­ � 1��-, � public roadway. Landscape Contractor is also responsible for keeping the �,Ii', "' I : i5 0 1 - � i ! site clean during construction and plant installation. � 11116 ". , " " - N UJ I SITE LAYOUT 07. All proposed "New Canopy Treee shall be containerized. - 'I'," I I illl� �, - 9� � �z .S E � 1 � 1 08. An automatic irrigation system will cover the entire landscaped areas. I , _",�, A -'i ��,, -� rg .2 ; < 9 � * 09. Bedding Soil (flowerbeds) shall be prepared to a depth of 8 inches and. ., _1�01 T - -� .t - � �., t SCALE: I" = W -O" consist of 40% Sandy Loam Topsoil, 60% Black Humus. i, -1 "; - .# �- VERIFY ALL DIMENSIONS 1 0. All flowerbeds shall be top dressed with a 2" layer of Bull Rock. I �', , 4 W. , , � ,-- I` I I 1 1. Install 3'diameter mulch rings (N'thick) around all trees ­ � I -_�,��,`, (canopy and non-Ganopy) which appear in lawn areas. ", , , " "" " 0 30 60 90 120 feet 1 12. Erosion control is required as needed and clean-up is included. I I. 11 � I 'i" 1v ,11 , MR 13. See Site Plan for topographic information, existing and proposed utilities, I easements, adjacent land uses, existing development and roadways. ,�," 1�,_ �`_ 11'1"_`1'11] I 11%,Z";"-�,�,��7-,-7,-,:,�-,-�-,-.,a,;�7;"�,!----..."..._,,---% .. ... � _ �-��-";,��-"-..,-�.1-1,-"-,",-,�.Z"7,..�l.,-;-�1--l-l�Z-1i.-��.1i'lI ,�."��,-"�--%'--,,.-�1--�l-tl-l�,-�-�-t--,-�ll'-��-"�.- - 11_111-1 I—— 1 11 = W -U, CAL 51ZE I � i 2.1" CAL. 5'-IO'HT, 150 X1:5 = 1�200 POINTS 10 X 32 = E320 POINTS : � i �: 10 X 51 = 510 POINTS � i i i 10 X ea = 6r,O POINTS POT I- � t. 1. : . '01� ­ ; � "Hit -Vit... � I . �_ ,­ 11. '. �,�,", , I '. , 1111i�, ."", � �;, .. .. S 11 j �s�__-,,i�,5_, I 5'_,�!, � . A -1 a ; 1 � i . i � 0-0 W - i - I i 1 T, I I -1 , i 4­�!'­.. ,,--t, , �� 1� - ;. I 1. ON .1 \ , ". � I -a , � JAN 1 'k (__��y ? I � �, _ � �i �, 1. I ) Ri I , I : CULLtur-, I , I I I � ; X ... -it'.., I - .�-4 ".. � 11 F_,, PER �F�1'1104 , t � ; I tiyni r , : . � .51, 1. I ; - * - I � .1 -.1 1!? _ _­_______,__, -_ " - I ===__� -_ I � i . i : : i I . . I I 9 0%10 anni - I "' 7� " � L-/, - I � /-, no,/ J , , ; , �, V �, " 1� , �V� I ". � i !­�, I . e _ �� ! '. � 0)� - . ­ I � - 7 -_1 ,-;k, Y�z,\. �; 1 - � I I fN, ..� .z " P., i . I ii .,- ,� . %'�40 ,� - - I �.,.,i : I I V).,� C�l V Au��W\�CIP . 11 r Submitals i -4 i : BY 2-08-10 for review 1 IWAK i 6-2140 for review . i i wl�x - I 11 � . i 0 � I I I .0 gA .-..--2-,.-��41 W � * 'S , *.* . *. * : W I ft ALAN KING ...................... . r- 1. 1900 .. P y '65A1.1 / " W0 12-17-10 - i J 13 � =:I - -E . . � M , V_ -9 � 0'R . . & i - - � � . i M .9 : 0- ! a -. I 1! - � I g X �i n .L- . . 0 �;_ E! � = A _; :5 F. �` . - � 9 � I . - . g E a�, *� � 11 0 1 9 � . .� E , g.! . � 2 t -P. � , . , - 'I,- ___ . : Z� !E _r [; :�_. T I- I 5 2 �_ i - � : , - t.." - : -a- & , e . ,,el % . ag 12 t =1! _P X -_ - c -) i I � V) , " . . S �_ LU b 2 0 _,9 1� 1j. --::"ii =- . . Naw -8 - T_7 -� - zs.0 .I- i_,_�E t -2 - - - - - '�' , K 0 .& 14 .S t . � - 11 �� I - - - g- I I - _­ - __1 11 � . i 0 . A- T, - , 8 '_ - I- . t !: . q, Z. 2 F - " - ; 1.9 - 4i � e .E . - J, _ __�: . - t g 2 . .t *F J) � . 8 a ��, I . . - ,;; t 4 F-41 N i :1 � -1 :: -2 0 . 1 1 1 N � r- li..0 d a i ,E -� : 91. , -I . H ; .E.1 - I 'B ; . . P 2 .g 'S 8 I .E I : i5 0 1 - � 0 0 1 - (11 �t 5 - N UJ � . P j� - 9� � �z .S E - I �_ 2- -� rg .2 ; < 9 � * - R %�; P .S 11 :: - ; . T - -� .t - � �., t . : 9 - .# �- Pr"ared For. D RAW N Cr �� CHECKED AK � . DATE 12-17-10 �� 11CALE 111 = 301-01 , �� . JOB NO. 11 IDG 09.087.11 11 SHEFT . I OF I i 1! i I i i PROJECT BENCHMARK: SQUARE CUT ON TOP OF CURB ON SOUTH '-- ' SIDE OF HOLLEMAN DRIVE APPROX. 200' NORTH OF INTERSECTION JEFFERSON T THE ZONEiUp i WITH FM 2818. X= 3553461.31, Y= 10199936.19, Elev= 322.23 LOT 2, OCK A HOLLEMAN Exist. 18' P.U.E.t ` GE ADDITION Exist. 18" ol. 3613, PG 285) --- V _613 PG. 285 D.r '- - - ------ - Sancta Sewer ------_=------------------------------- --- - n RRENT i ZONING -4 s cs r_!- -- -'� Santo 6 ewes --- is t y \ �_�;� .-. I _.-____.__ 18--eg_... _._._ 1F S � .'�---' ?�-SS - Se•-Sa 13-sS ? -- ,� � \\'i `•Q� •\ aC 2 sass. !z ss=s: y �s;.c: s► mac•-�� Asa �'!�ti ; acs-•*-- � ..- - ce s --z re s�sae / / r c �. a+�a-srs rsecarsaarsz.,ae.re: st+. I i J' \ L see.. ixLr.]S, {u'' _ }, ,:Y. 1T.'.> wee►•17:.:. i', �± i-. - "$xzw.,�-�:e,h._.'Y.-:.._ �:� F ?,y ..+ ^Y+,.. 'C::. _ t n.____ � ...`-_•: .. t t f i t . ._ ;!1'!t ..: ..t5. -, fF �•� .. a.. ��.�� fs 3.. MT� .Ri^ x Y �! �i � - r,�",a�; w.•,w,2 •.s�... .is.,. ., � I .. -- J------ / a i t -X t .. -.-.-..- - _r..-z� --.---.-.-.. .-- f� ..-..-.- s`;e��' p ,,,._`."`.ii ^-•--"..-_.r i-' �._-.---•--; 'i ,-•--" .__.----••--"= � i �'\ % �r Y �---� € "S I t ""mom ," •'•i a '- ^ x,.4 / 1 ri r- �,r�; u 4 t � '�J. y it' !. .t a t Ry�`a %f [ / _ e;. _-._1.�€1 .._. 1,- . _L-_ S� � { a y �� S t -_""'-.-_.-.>' ( �"•.. 1 i 5 / rt � _ _ { _ __---c. �= - -"iv.-_--- =-----` •x,,-.- i' `---___- si; / a it h,_____ [ {jf i t� -- i i S......�•--i.,- -t.-,.--y-.'� ".L.S ��tt ., �--'- U I€ i t� cs ti 141 1 \--._.-`'i j� fl (/ 1 \ \\ l EXISt., s € a f Q ,; -.;. €� Lfl i ,� \\\ _ice k_, j it; E�- 2-12 x12; .�y y� \\ /i\ •..^^.m-..'i'la t t__..� ..«�-?.: PROJECT BENCHMARK: SQUARE CUT ON TOP OF CURB ON SOUTH SIDE OF HOI I EMAN DRIVE APPROX. 200' NORTH OF INTERSECTION Phase [A WITH FM 2818. X= 3553461.31, Y= 10199936.19, Elev= M2.23 0 - 8 units (3x4b + 2x3b + 3x2b) 0 bedrooms 4- X_ 1 - 7A _: - fr,-A&, 12-14WA - 0C k_A____ Type 3 & 4 Bdrm: 48 bdrm \A I\/ - ­ ­­ %-I-,- - -_ required parking: 48 p.s. 0 - 7B units (2x4b + 2x3b + 3x2b) = 0 bedrooms Type 2 Bdrm: 0 bdrm N 0 - 7C units (7x4b) = 0 bedrooms required parking: 0 �_S. 1 - 6 units (4x4b + 2x3b) = 22 bedrooms Required Parking Phase 1A: 48 p.s. 0 - 5A units (3x4b* + 2x3b) = 0 bedrooms Parking Provided Phase 1A: 118 %9. 0 - 5B units (5x4b) = 0 bedrooms Total Parking Provided: 118 SITE 13 units / 48 bedro O*mS Phase 1B E T HE N LIP Z '_�7 .0 0 - 8 units (3x4b + 2x3b + 3x2b) = 0 bedrooms Type 3 & 4 Bdrm: 52 bdrm CITY OF COLLEGE 2 - 7A units (5x4b + 2x3b) = 52 bedrooms TRACT 1 required parking: 52 11 VOL 6762, 0 - 7B units (2x4b + 2x3b + 3x2b) = 0 bedrooms Type'2 Bdrm: 0 bdrm .0" PG. 85 O.R.B.C. 0 - 7C units (7x4) = 0 bedrooms required parking: 0 P.S. JEITERSON AT THE ZONE, LP CURRENT ZONING: Required Parking Phase 1 B: 52 LOT 2. BLOCK A HOLLEMAN lack De rative R-1 0 - 6 units (4x4b + 2x3b) = 0 bedrooms 4 VILLAGE ADDITID�N ran Fence Parking Provided Phase.11B: 0 8 0 - 5A units (3x4b + 2x3b) = 0 bedrooms VOL 3613, PG. 285 D.R.B.C. Total Parking Provided: 118 CURRENT ZONING: R-4 7. 0 - 5B units (5x4b) =-O bedrooms m=HELL PW - 52 bedrooms 5 14 units Fron tback Phase IC 0 - 8 units (3x4b + 2x3b + 3x2b) 0 bedrooms Type 3 & 4 Bdrm: 42 bdrm 0 - 7A units (5x4b + 2x3b) = 0 bedrooms required parking: 42 12.s. MON 00UEGE STA 1 - 7B units (2x4b + 2x3b + 3x2b) = 20 bedrooms Type 2 'Bdrm:. 6 bdrm C I required parking: 9 12.S. fTY LIMITS 1 - 7C units (7x4b) _= 28 bedrooms Required Parking Phase 1 C: 51 0 - 6 units (4x4b + 2x3b) = 0 bedrooms Parking Provided Phase 1 C: 59 p.s. 0 - 5A units (3x4b + 2x3b) = 0 bedrooms Total Parking Provided: 177 p 0 - 5B units (5x4b) = 0 bedrooms .a. ra t 14 units / 48 bedrooms Phase I I A- VICINITYMAP 1 - 8 units (3x4b + 2x3b + 3x2b) 24 bedrooms Type 3 & 4 Bdrm: 192 bdrm 0 - 7A__ units (5x4h-_,+ 2x3b)- = 0 -bedrooms required parking: 192 p.s. 2 - 7B units (2x4b + 2x3b + 3x2b) = 40, bedrooms Type 2 Bdrm: 18 bdrm If f-7 A&,% - 7f, OA 1, A reouired Darkina: 27 o.s. U" 0 A Required Parking Phase 2: 219 p.9- (Vol. 613 2 - 6 units (4x4b + 2x3b) 44 bedrooms Parking ProAded Phose 2: 201 1 - 5A units (3x4b + 2x3b) 18 bedrooms Ex PUE Total Parking Provided: 378 p.s. of. 9515 PG. 1 0 5B units (5x4b) 0 bedrooms 21 NN 1 -Ti'U-bedrooms 60 unitsT No if Li Phase III dcwl 5.) 0 8 units (3x4b + 2x3b + 3x2b) 0 bedrooms Type 3 & 4 Bdrm: 208 bdrm .100 4 7A units (5x4b + 2x3b) = 104 bedrooms required parking: 208 p -s. 0 — 7B units (2x4b + 2x3b + 3x2b) = 0 bedrooms Type 2 Bdrm: 0 bdrm do 3 — 7C units (7x4) = 84 bedrooms required parking: 0 R.S. 0 A D .41: DL, 4U U "W &USA li 0 - 6 units (4x4b + 2x3b) 0 bedrooms Eak Parking Provided Phase 3: 203 li BUILDING SQUARE FOOTAGE BY TYPE (3 FLOOFii DOMESTIC WATER (PER UNIT) SEWERAGE FLOW 0 - 5A units (3x4b + 2x3b) 0 bedrooms Total Parking Provided: 581 irs Watedine PALOMARES CONSTRUCnON, INC. CRAWFORD BURNErrTRACT 62, 1760 GPD MAX. 1.20 GPM (PEAK) 1 - 5B units (5x4b) = 20 bedrooms (NOT PLATM) 8 UNIT BUILDING 4346 3 13038 SQ.FT. 0.60 GPM (AVE) 54 units / 208 bedrooms CURRENT ZONING: R-1 7A UNIT BUILDING = 4346 3 13038 SQ.Fr. 0.00 GPM (MIN) 7B UNIT BUILDING = 3730 3 11190 SQ.Fr. Phase IV 7C UNIT BUILDING = 4346 3 13038 SQ.FT. 1 - 8 units (3x4b + 2x3b + 3x2b) 24 bedrooms 6 UNIT BUILDING = 3728 3 11184 SQ.FT. Type 3 & 4 Bdrm: 204 bdrm 5A UNIT BUILDING = 3110 3 9330 SQ.FT. 5 - 7A units (5x4b + 2x3b) = 130 bedrooms required parking: 204 p.s. Type 2 Bdrm: 6 bdrm 5B UNIT BUILDING 3110 3 9330 SQ.FT. 0 - 7B units (2x4b 2x3b + 3x2b) =.O bedrooms 2 - 7C units (7x4b) 56 bedrooms required parking: 9 R.s. Density Legend Required. Parking Nhase 4- 213 p.a. 0 - 6 units (4x4b + 2x3b) 0 bedrooms Parking ProVided Phase. 4: 272 li H A Density = 212 units on 16.40 acres 9 - 5A units (3x4b + 2x3b) 0 bedrooms Total Parking Provid d: 853 S, 212 units / 16.40 acres = 12.9 units per acre 0 - 5B units (5x4b) = 0 bedrooms Max Allowable Density 20 Dwelling Units/Acre 57 units 210 bedroom 3 Mb -4 Zoning) R T. LEGEND Reli Wall INTERIOR IS -LAND f*1 A LCULATIONS PERIPHERAL PARKING SPACES: 90 P.S. INTERIOR PARKING SPACES: 763 P.S. EXTRA INTERIOR LANDSCAPE AREA REQUIRED: 763 P.S./15 P.S.=50.87 51*(180 SQFT)= 9100 SQ.FT. EXTRA INTERIOR END ISLAND REQUIRED: 9180 Sli TOTAL EXTRA INTERIOR END ISLAND PROVIDED: 18558 S0,FT. Sta inag"on NAVAJO. 1i 'TT TRACT 66. C RRENT _ZONIN R-1 F.L. 4_7 hi : X N . . . . . . . . . . . — — — — — — Hyd ;t ki Meter ATYP).1 (plat) Exist. 15' P.U.E Wdfa 'Vol. 361.3. K, 15' —111 -SS —18-SS— is 0 co ...... ...... > Black Decorative Ar N' Iron Fence ARAPAHOE. LM URVEY N vnu OF r REM CRES L P 4-16 DRBC 1216 ACRES DT PLATIi r_2 Ai". R -4 Li I -1z:: 0 FED ro Water LLA P. 0:4 X C� T 2;�l Pit 41", 1-3 P P qrn 7,> SITE CALCULATIONS MTAL BMMXM- PAMM 8 UNIT BUILDING: PER UDO— MULT1FAMILY DWELLING: 3*4(BDR)+2*3(BDR)+�*2(BDR) 3 & 4 BEDROOM UNIi 1.0 SPACE/BDRMS =24 BDR/BUILDING 2 BEDROOM UNITS = 1.5 SPACES/BDRMS 7A Ulff BUILDING: TOTAL TYPE 3 & 4 BEDROOMS= 746 BDRMS 5*4(BDR)+2*,3(BDR)=26 BDR/BUILDING REQUIRED PARKING= 746*(1.0)= 746 P.S. HYDROLOGY * UTILITIES STREFIS TOTAL TYPE 2 BEDROOMS= 30 BDRMS 78 UNIT BUILDING: REQUIRED PAR11i 30*(1.5)= 45 P.S. 2*4(BDR)+2*3(BDR)+3*2(BDR) REQUIRED -PARKING SPACES: = 791 P.S. =20 BDR/BUILDING PROVIDED PARKING SPACES = 853 P.S. (7.3X OVERPARKED) 7C UNIT BUILDING: W in 3- 0) E' 7*4(BDIi BDR/BUILDING HANDICAP PARKING: _0 a) 2% OF TOTAL PARKING SPACES 6 UNIT BUILDING: 860 TOTAL * 2% =17.2 =18 P.S. 4*4(BDR)+2*3(BDR)=22 BDR/BUILDING 18 H.C. SPACES REQUIRED (INCLUDING 3 VAN ACCORIE) ��o 5A UNIT BUILDING. 3*4(BDR)+2*3(BDR)=18 BDR/BUILDING DLIMPS7M 5B UNrr BUILDING: (PER UDO —MULTIFAMILY DEVELOPMENT. 5*4(BDIi BDR/BUILDING 1-8 YRD DUMPSTER/16 DWELLING UNITS) 2*( 8 UNIT BUILDING)= 48 BDRMS 2* 8 UNITS BLD1i 16 UNITS 12*(7A UNIT BUILDING)= 312 BDRMS 12*7A UNITS Bii 84 UNITS 3*(7B UNIT BUILD1111i 60 BDRMS 3*7B UNITS Bii 21 UNITS 9*(7C UNIT BUILDING)= 252 BDRMS 9*7C UNITS Bii 63 UNITS --3*( 6 UNIT BUILD1111i 66 BDRMS a 6 UNITS Bii 18 UNITS 1*5A UNITS BLD1i 5 UNITS 1 *(5A UNIT BUILD1111i 18 BDRMS 1*5B UNITS BLDNG= 5 UNITS 1 *(5B UNIT BUILDI11i 20 BDRMS TOTAL BEDRIi 776 BDRMS TOTAL= 212 DWELLING UNITS 212 D.U./16 (DMPST/D.U.) =13.25 DUMPSTERS 14 (8—YRD DUMPSTER) REQUIRED 14 DUMPS7EIRS PIRCIVIDED �z _4*Z - ­ ­­ %-I-,- - -_ required parking: 48 p.s. 0 - 7B units (2x4b + 2x3b + 3x2b) = 0 bedrooms Type 2 Bdrm: 0 bdrm N 0 - 7C units (7x4b) = 0 bedrooms required parking: 0 �_S. 1 - 6 units (4x4b + 2x3b) = 22 bedrooms Required Parking Phase 1A: 48 p.s. 0 - 5A units (3x4b* + 2x3b) = 0 bedrooms Parking Provided Phase 1A: 118 %9. 0 - 5B units (5x4b) = 0 bedrooms Total Parking Provided: 118 SITE 13 units / 48 bedro O*mS Phase 1B E T HE N LIP Z '_�7 .0 0 - 8 units (3x4b + 2x3b + 3x2b) = 0 bedrooms Type 3 & 4 Bdrm: 52 bdrm CITY OF COLLEGE 2 - 7A units (5x4b + 2x3b) = 52 bedrooms TRACT 1 required parking: 52 11 VOL 6762, 0 - 7B units (2x4b + 2x3b + 3x2b) = 0 bedrooms Type'2 Bdrm: 0 bdrm .0" PG. 85 O.R.B.C. 0 - 7C units (7x4) = 0 bedrooms required parking: 0 P.S. JEITERSON AT THE ZONE, LP CURRENT ZONING: Required Parking Phase 1 B: 52 LOT 2. BLOCK A HOLLEMAN lack De rative R-1 0 - 6 units (4x4b + 2x3b) = 0 bedrooms 4 VILLAGE ADDITID�N ran Fence Parking Provided Phase.11B: 0 8 0 - 5A units (3x4b + 2x3b) = 0 bedrooms VOL 3613, PG. 285 D.R.B.C. Total Parking Provided: 118 CURRENT ZONING: R-4 7. 0 - 5B units (5x4b) =-O bedrooms m=HELL PW - 52 bedrooms 5 14 units Fron tback Phase IC 0 - 8 units (3x4b + 2x3b + 3x2b) 0 bedrooms Type 3 & 4 Bdrm: 42 bdrm 0 - 7A units (5x4b + 2x3b) = 0 bedrooms required parking: 42 12.s. MON 00UEGE STA 1 - 7B units (2x4b + 2x3b + 3x2b) = 20 bedrooms Type 2 'Bdrm:. 6 bdrm C I required parking: 9 12.S. fTY LIMITS 1 - 7C units (7x4b) _= 28 bedrooms Required Parking Phase 1 C: 51 0 - 6 units (4x4b + 2x3b) = 0 bedrooms Parking Provided Phase 1 C: 59 p.s. 0 - 5A units (3x4b + 2x3b) = 0 bedrooms Total Parking Provided: 177 p 0 - 5B units (5x4b) = 0 bedrooms .a. ra t 14 units / 48 bedrooms Phase I I A- VICINITYMAP 1 - 8 units (3x4b + 2x3b + 3x2b) 24 bedrooms Type 3 & 4 Bdrm: 192 bdrm 0 - 7A__ units (5x4h-_,+ 2x3b)- = 0 -bedrooms required parking: 192 p.s. 2 - 7B units (2x4b + 2x3b + 3x2b) = 40, bedrooms Type 2 Bdrm: 18 bdrm If f-7 A&,% - 7f, OA 1, A reouired Darkina: 27 o.s. U" 0 A Required Parking Phase 2: 219 p.9- (Vol. 613 2 - 6 units (4x4b + 2x3b) 44 bedrooms Parking ProAded Phose 2: 201 1 - 5A units (3x4b + 2x3b) 18 bedrooms Ex PUE Total Parking Provided: 378 p.s. of. 9515 PG. 1 0 5B units (5x4b) 0 bedrooms 21 NN 1 -Ti'U-bedrooms 60 unitsT No if Li Phase III dcwl 5.) 0 8 units (3x4b + 2x3b + 3x2b) 0 bedrooms Type 3 & 4 Bdrm: 208 bdrm .100 4 7A units (5x4b + 2x3b) = 104 bedrooms required parking: 208 p -s. 0 — 7B units (2x4b + 2x3b + 3x2b) = 0 bedrooms Type 2 Bdrm: 0 bdrm do 3 — 7C units (7x4) = 84 bedrooms required parking: 0 R.S. 0 A D .41: DL, 4U U "W &USA li 0 - 6 units (4x4b + 2x3b) 0 bedrooms Eak Parking Provided Phase 3: 203 li BUILDING SQUARE FOOTAGE BY TYPE (3 FLOOFii DOMESTIC WATER (PER UNIT) SEWERAGE FLOW 0 - 5A units (3x4b + 2x3b) 0 bedrooms Total Parking Provided: 581 irs Watedine PALOMARES CONSTRUCnON, INC. CRAWFORD BURNErrTRACT 62, 1760 GPD MAX. 1.20 GPM (PEAK) 1 - 5B units (5x4b) = 20 bedrooms (NOT PLATM) 8 UNIT BUILDING 4346 3 13038 SQ.FT. 0.60 GPM (AVE) 54 units / 208 bedrooms CURRENT ZONING: R-1 7A UNIT BUILDING = 4346 3 13038 SQ.Fr. 0.00 GPM (MIN) 7B UNIT BUILDING = 3730 3 11190 SQ.Fr. Phase IV 7C UNIT BUILDING = 4346 3 13038 SQ.FT. 1 - 8 units (3x4b + 2x3b + 3x2b) 24 bedrooms 6 UNIT BUILDING = 3728 3 11184 SQ.FT. Type 3 & 4 Bdrm: 204 bdrm 5A UNIT BUILDING = 3110 3 9330 SQ.FT. 5 - 7A units (5x4b + 2x3b) = 130 bedrooms required parking: 204 p.s. Type 2 Bdrm: 6 bdrm 5B UNIT BUILDING 3110 3 9330 SQ.FT. 0 - 7B units (2x4b 2x3b + 3x2b) =.O bedrooms 2 - 7C units (7x4b) 56 bedrooms required parking: 9 R.s. Density Legend Required. Parking Nhase 4- 213 p.a. 0 - 6 units (4x4b + 2x3b) 0 bedrooms Parking ProVided Phase. 4: 272 li H A Density = 212 units on 16.40 acres 9 - 5A units (3x4b + 2x3b) 0 bedrooms Total Parking Provid d: 853 S, 212 units / 16.40 acres = 12.9 units per acre 0 - 5B units (5x4b) = 0 bedrooms Max Allowable Density 20 Dwelling Units/Acre 57 units 210 bedroom 3 Mb -4 Zoning) R T. LEGEND Reli Wall INTERIOR IS -LAND f*1 A LCULATIONS PERIPHERAL PARKING SPACES: 90 P.S. INTERIOR PARKING SPACES: 763 P.S. EXTRA INTERIOR LANDSCAPE AREA REQUIRED: 763 P.S./15 P.S.=50.87 51*(180 SQFT)= 9100 SQ.FT. EXTRA INTERIOR END ISLAND REQUIRED: 9180 Sli TOTAL EXTRA INTERIOR END ISLAND PROVIDED: 18558 S0,FT. Sta inag"on NAVAJO. 1i 'TT TRACT 66. C RRENT _ZONIN R-1 F.L. 4_7 hi : X N . . . . . . . . . . . — — — — — — Hyd ;t ki Meter ATYP).1 (plat) Exist. 15' P.U.E Wdfa 'Vol. 361.3. K, 15' —111 -SS —18-SS— is 0 co ...... ...... > Black Decorative Ar N' Iron Fence ARAPAHOE. LM URVEY N vnu OF r REM CRES L P 4-16 DRBC 1216 ACRES DT PLATIi r_2 Ai". R -4 Li I -1z:: 0 FED ro Water LLA P. 0:4 X C� T 2;�l Pit 41", 1-3 P P qrn 7,> T.979.260.,6963 F.979.260 �3564 TX. FIRM # F-1 443 511 UNIVERSITY DRIVE EAST SUITE 2 4 COLLEGE STATION,! TX 77840 PLAN & DESIGN SPE.CIAUSTS IN CIVIL ENGINEERING H)PRAUUCS HYDROLOGY * UTILITIES STREFIS 11 SITE PLANS *SUBDIVISIONS I www.mitchellandmorqan.com Fi #F-1443 /24/11 OF ....... ..... I ............................ ........ IERONICA J.B. MORGAN ..................................... v-0----77689 4;zp z M :<3 M a � _y_ MMC 0 W in 3- 0) E' _0 a) 0 0 0- - . U (D 0 U) C 0 C) �z _4*Z C) LLJ