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HomeMy WebLinkAboutSP2007-500035 - Gateway Center Phase 2-cFOR AN ADDITION TO �r fT1 =sex 0 w n e r Delmar Baronhead 1, LT®. DrayAngs Central Expressway,Suit 200 Index Of a COVER SHEET C2 PLAT Dallas, Texas 75205' C3 PLAT(214),219-5600 C4 SITE PLAN Contact:Patterson C5 PAVING PLAN F Cb CRADING PLAN J 1J C7 STORM SEWER PLAN e C8 STORM SEWER PROFILE E R° In n �: r �PR��� C9 WATER/SANITARY SEWER PLAN & PROFILE M ` CT CIO EROSION CONTROL PLAN Brockette a Davis ® DrakeI.z b k C11 DETAILS FRANCHISE UTILITY Central Expressway, Suite 1100 P4 ��0 DETAILS 2 VICINfTY MA a a 3 DallasTexas 75204 NTS s L53 tANDSCAPE PLAN (FOR INFORMATION ONLY ' Sul �(214) 824-3647 h -- A AON' ALL LANDSCAPING COMPLETED REVIEWS C)R REVIEWED o m WITH PHASE 2B (214) 824-7064(Fax) CE OM L I CC)I�'LIAlV a oMAR 0 6 2007 �' MAR 6 6 ?00 Contact:Jim Riley, P.E. o COLLEGE STATION COLLEGE oa' ', W Q .ti i • Ii r S DOCUMENTIS RELEASED FOR THE PURPOSE INTERIM RENEW UNDER TH 31AUT 2RITY OF 3 07. ES A. RILEY, P.E. NO. 732 / /S NOT TO BE USED FOR CONSTRUCTION, BIDDING, OR PERMIT PURPOSES. t I I I[• / `�. •. ` /� i i + r*----_w_r,-!,.l..r..-_!l..,__,.,_"!!!_y-�!_rl�.!l�rl�l.•tl��•Mr+� w rT *.-�..t: C.+t- ::i' :.C:� :i w'+.:.�.:ti,�.: r-:..? T! �•:.t:: • i i 1 1 1 1 t l i 1 1 i i. i I t I t i t 1 i 1 i •-1 / 'e t f 1 t i t i i i i t 1 t 'i ••+- i LOT 9. BLOCK 1 •11:,.i.t I•� i'�. , ,' t 1 1 1 t i t i l t t t t t i t t t t t t t t t .t I t t t 1 t i t t 1 t t t i 1 t t i i 1 1 -; ►--_ - DETENTION POND t t t i i f - VOL./ / t f t t, t, t t, t.. t l t t• t 1 1 t I t 1 I t l I i t I t t 1 1 t 1 ,w 1 i _ /fF998. PG. 262 �/� ; ♦rr4 ri-rr__-�..--r.L-J rr-i.. -i 1.. i i - t t t _- --- ~ .' •'1 / ) ao YEAR , a.tl.a. _wl..�_�, ....'_a-....w_r.-..!•..� -! .a...� •1:7 ..:".:�..t::.. ..�%. T »T'.a :'x"�1.1= r.':.•,T-?�`.:! 7�" • ` �2W PUBLIC UnUTr EASEAI� / .1 „�,QF£ ( PIR Vol. 3663, PG. 31� •; t "� ,of• / FLQODPLAI; ```%% ;'+�.. , F -•f ^1-------•t-1---------r 1-------� c-I"1•--------r JLO -1t -)-C_ i= r 1----f-1--- J-1---- ---1 r-j+L--------t+Z---�►---J-1_------T I . ♦ f 1 SANITARY SEWER MANHOLE ` #X T9WAY PM, � ' 42 15 Pumm UTILITY EASEMENT t i t TOP 10" PVC-272.20 20' PUBLIC UTILITY EASEMENT i i 1 i PER VOL. 58OF. PGa. 70-71 t j I /2' IRON • �. - / " �j'�S 1 PER 513Of1 0-�1 1 t i i } G ROD SST F1 261.9D • / �_ r' 1 t '1T �� f f f 5? «� TELEPHONE VAULT ----•------------------------------- / �/^^ pper�►► ry r•za' WIDE SLOPE EASEMENT �_� TELEPHONE. / 55 - `-----'--- ---- • I/z' IRON f t 1-1 VOLP `s E" 1 00 1 VOL. 4874, K. =9 � V"Tr- / , TROD FOUND ! 15' BUILDING SETBACK - - •-... .. _-_ _ ___.._......!_. _ ... _--__ _.._---r---------------------- --------------------- VARMLE/ 35 irtlN CAP •• _._� .�.. .. 4.. ....-r_..__ -r ..� . __-_ .._..... _ ._ .,. r_-....- _-- •-_- }i - _ _ _ • �... .�� .-•w•.: ...... t / / • / //• / -+•" - '> ....- ....- 1O--z n?1.�--•_^' ;'<�... - i�� �n'�/��- r' f ••.._ �.-._ .__� _...--.. -..---�7UNO IiRH �t -, VARIABLE WIDTH PUBLIC ^-------------- -..•• . . to ,�%9-� �, �' c�-i, �, �- -•,- 51IT IRON ROD FOUND UTILITY EASEMENT u oN 114.23 f k.••_ 28,E44't9J9'Er0,7z• . VOL. 4998. PC. 262 • / y, .► F�"C� 900 FOUND $ 41"53 45 • �'- �.` "`. �.�, ..� � 3ftON r --- - , - .........-!l�.r ", --- -- _28 __ ' - = STORM -SEWER MANHOLE I� TOP-271 89 !F _ �'... I= sari 201 wtpE euc r r- - • t t _ • - .�'� t �� SANIT TOP WEE1.2MkNHOLE. UntITY f`\\��� ��$ 3 -- ..� --. ` `��•-...,'`"` N� FL W-262.84 i _ .. " . + r �e,- 1 a 1 F' i VOL. 499 F4. � - r.1��•..+•�.. „'-�•.` •. _ .- 'r► __ - gFs I3-272.3ti4P-275 35H t� vt>, Is SCALE: 1 =60 5`` t ry MELEV: �� TOP 8 SANTARY SEWER LINE fL 8 +.263.09 , • ; , 1 *. ;, J s" sTU�Cwr IRE HYDRANT / / 1 STORM SEWER 9ANHDIE �; r�p� ' 28fi.4B •''"STORM SEWER GRATE / TOP-28t.02 , .� �; 2 i`N 49'15-121C,14352' TQP..271.7s fl 12" OUT-2 �8.32 • . `'` .•,.A' FL 36" OUT-2" I•�tu ; 4 ` J ` / j a:.o �- �•.._ ._ ..- Div" j SEWER LINE fL 8- k1C = 278.47 �� �> ,'+ LA'S` 11, BLOCK 1 _ 1t t e STORM SEWER MANHOLE r TOP-260.95 a ilia f 1 s323 ACRES Ir IN-277.223 t I ' /�� ; ; s : �; < % ,----- -�- c••� t �' � " THE QATEiWAY9 PHASE 1 *FIRE LANE" ,.i Ng4 ** 1+ kf txi 6' EPLAT j ` a Ono N A t LOT 12 :4 I& IRON ROD SETT " ' //�� p t n �► Owl L,�' :AI 1► f �•e,? tBLOCK 1 PHASE. 1 . 8L.��C1`4 i { �'` 1.661. ACRES a ,� ��, t , $ / 141 ACRES ,�,zi , ROD SEj ��k,��,(�t' VARIABLE WIDTH PRIVATE ` 1 I. ''c `�I_pwi AOC£SS EASEMENT 'C" 1 1 �fu; s� :.• ? 0.82 ACRE ��� Op YIti../a1IC 35.865, sq.ft t .,_ �b . sr VOL. 5779,'PG. 186 ; . " '? 1 �`�,� STORM SEWER GRATE y'� STORM SEWER MANHDLE\ FLOODF1.AIN t t . {�~3�� , �.._ . TOP-277.74V �jp p TOP-277=.86 .G(? z 2g�j..,... . 284 :2V3 ....•....._ �b.j^--'"•_.._'.'..^.."'FL :I6..,r- POLL16�+ .<�'t`. "��I. 36" OUT-267.09 � B��'•�69 % r'x �'t� "FlRE LANE" ' . r 2$```~ 28,! _ f12 g`3 - --------------282--= or3 f 262- ......._.281 1 i % a f { SIGN �.._ y-�"" . •"""` " -"2J' 1' .; . _ _.��0 -- .._// - „ x�•. ; '3 ' `� i RON '� '�� ' , IRODIUT S 4�15�'W�,a5.Gb �! .---� 2a4 � 28.3 tl�'/ :.t,'� r--- ---- ---------------------------- --------------------------- It J' i t f ; � . ,t �.r..'- > '.� �.•' �.� ` _� �ih r r-•w_r-.._ r_rww _-__rrr_r-_----••-____.._-rr _---- :• 'r. / �28I 11( ./..•.�,�'�----.,,_-�.... `� y 11Y Pusuc UTILITY ` EASEMENT ` VOL4998. PG. 262 ;� ` ,��,A�; �Qi/ Ji •J ,bD /� ' "t, (3iALYESWATER t� .�' • ��`��3'�� �� /`,�r � �i ��' /! !� �-"`.21�•� \� � y: Y; . t .,.:�� rl'-}, RE LANE" cso f � 2! 2 .r......._ .._,,,..• `1 t �' "`'r•1'\ � °�;, ` LOT 19 BLOCK 1 Sim 51 f - 284.9a jt0 / `�•.._�� 7 r ..� ,,., . y `a V a... `_ Top � 1 72, PG.1 .: �, , ' ��� .. STORM SEWER MANHOLE.:':, r. CONCR 2> �; a v •A� ;: TO M.290.78 01�11 • } ri . • Y� �F,1. 24 IN-286.69 � •�i� ? t' ��' "�', � � J.•t �.Q" OLJTs285.86 -�s.7_ `..•-•. `'� �`'^.-�.,_�..,,�.,�y8b---�� �1 � 1 ,emu. _ .M '' •t IANCRCTt f �� //f''�-.�_•9 `'~�`"�-. ,ram '`,?d,) 1� \y P�. ti, u. LOT 11, BLOCK i l� .. : • � • .:, t., . � :�•;;.. r-� : • - . •�'" -.• <. � 9.� ..-•-.... -. • ' _ �v ti �; � • 11.323 ACRES Aj r,,,.r k •� .f��.l,�.,g�a;: ':'Y•.ac_ •i '���';%�i�;'%. �I� fL 12_288.�7 `�. .``�.� ?Iq� ^.' ^.':E�-. / �«�• }�r i � '�4� �` •�•. �rr�k ,v `',1' Ore?�,9 ._r-,.""""-~^--�.` L+ n.,,f�ti . �� �Lr • �..�~` � �y�{7���j � .�. 1ry��J�•�� - �+. 2,9�y '�"^+"" '�ya� i \ r ` Q o t • ' } o /Wtw.- ~��• - ;''ti'�. � � yj� �yi `� +�W ��i SV , LEAD PLuq4 & ' •• '•?st 1 `"••., �6 t� � r it�' TACK SLT IN , •. • P t Wrpij! �I h.' 3 J `�! , 1 j �.. ,-� ` ��„ u CONCRETE OR14 ti �I • 1• / i • t •� � J `gam � hi Af SEWER MAN••• \ ` �J ,� ` TOP 295 R 1 �K FL: 12" 81.8a r �'�► � +, 6wd4�' ' �'� 9i" $ANRARY 1EWER �ftJ,7•( � , y t ` `--�_ os�� , s v :. `�.5>� r�� `� ` �� 5.:. ;; �� 1♦�" ` R J'f LOT 8, BLOCK 1 2.086 ACRES , REPEAT OF ' GATEWAY SUBDIVISION, PHASE \Nil C MK SENCHIlloll SQUARE' CUT IN S.C. /h� ' �►�+ .� '.I � ..% a �Ml - Lt:':,��A'C;:r��t • i'a; 3't ,.. �f< , LOT 7. BLOCK i , < <.�• , 1.46 ACRES ` f '/ . ; , N THE 0ATEWAYi PHASE i ` VOL. � f . FLt. 313 K 2 •X' IN IN s CD14=''M i ire LOT 6. BLOCK 1 STORM SEWER MANHOLE t 1 / S ER MANHOLE LE SANITARY.EW J SANITARY SEWER LINE ss STORM SEWER MANHOLE M SEWER U � N E "-"�'-""' STOR TELEPHONE PEDESTAL TELEPHONE LINE """""•'T--""!"" TELEVISION PEDESTAL TELEVISION CABLE WATER METER Q WATER LiNE WATER VALVE FIRE. HYDRANT OVERHEAD ELECT. LINE POWER POLE ' -} 1., ' THE. QTEWAY. PHASE 1 TOP=283.07 y y •� �.` VOL..3663• PG. 313 • COULD NOT OPEN • I/2" bwN LOT 5A, BLOCK 1 ur IRON 1.106 AG13ES ROD SI:T x THE CATEWAY. P*SE 1 REPEAT �'`.. VOL. 4898. PG. 262 0%.�"►� rMON; t s N ?:54,�r "X• 5ET iN ` CORCIll , RNATE ACCESS be - •,..� - PG. 282---__'•'•"........ •- �,�,..-..�• 20' PI-NATE ACCESS& PUBLIC ul­i: PG 3A3 VOL "IC' 5Lr IN +roNcacTt i VARIABLE WIDTH 1 PRIVATE ACCESS Qc t PUBLIC "LITY ', 11 EASEMENT �►I �j+� � VOL 4998. PG. 262 � w V �'�'f0% Ahta yr . rtl l LOT 2R. BLOCK 1 ''. 3.39 ACRES k"►� �!`'• 'Ir SGT 1N CONcl 30' PRIVATE ACCESS & P�U'eB�•LIC UTILITY VOL 3663, PG. 313 R : ,u. SANITARY SEWER MANHOLE ti - a��,=:•.• • � TOP 279.51 ;x' r• fL 6" PVC IN-270.01 -_ t• ; IN fL a PVC =.268.31 t •IC' SET a ; 1 tO' .PUBLIEUT LITY t VOL. 37M PG. 277 Af I LOT 4R. BLOCK 1 1.84 ACRES / ,4 f t j j 1 _ 1 If i 1 15' PUBLIC Ur : At VOL 37 277 i �" "----- i of ..-.. ,.... Bk Vol 2 DoC 11 � DOC 92189 OR 61� NOTES: 1. BASIS OF BEARINGS IS THE REESTABLISHED SOUTHWEST UNE OF LOT 1A - 16.997 ACRES - BLOCK 1 AS SHOWN ON THE REPEAT AND SUBDIVISION PLAT ESTABLISHING LOTS IA. 5A, 9. 10 AND 11 BLOCK 1 OF THE GATEWAY, PHASE 1 RECORDED IN VOL. 4998. PG. 262 WITH A RECORD BEARING OF N 48.03'22"W. 2. A PORTION OF THE SUBJECT TRACT DOES LIE WITHIN THE 100 YEAR FLOODPLAIN 'ACCORDING TO THE FLOOD INSURANCE RATE MAP FOR BRAZOS COUNTY AND INCORPORATED AREAS, COMMUNITY NO. 480083, PANEL NO. 0142C. MAP NO.. 48041 CO142C. REVISED PER LOMR'S ISSUED ON SEPTEMBER 19, 2000 .AND OCTOBER 30, 2003. 3. THIS SURVEY -WAS CONDUCTED WITHOUT THE BENEFIT OF A COMMITMENT FOR TITLE INSURANCE. LIMITED. DEED RESEARCH WAS CONDUCTED TO DETERMINE APPLICABLE EASEMENTS. 4. BUILDING SETBACKS SHALL BE THE MINIMUM ALLOWABLE BY CITY ORDINANCE. THIS TRACT IS SUBJECT TO THE UNIVERSITY OVERLAY DISTRICT REQUIREMENT, i.e. 40' • FRONT SETBACK AND 20' PARKING SETBACK. VA KG %/'Ii7d.L•.- UNE 6£+iNU+AC DISTANCE L 1 S33.53'Lt3"£ 27.87' L2 S158.09'S6"W 32.72' L.3 S.3j'53'03"£ 23795' L4 S.55104'501V 27.60' L5 A05•.3857V 82,57' L6 N3716V21Y 68.16' L7 AW'20WV 74.50' 18 N70'19'59V 32.66' L9 N415553"£ . 7.51' 110 N48.55'56'W . 53.57' L 11 N4155?6T 60.77' . Ct�RI+f TAf�£ CURW 1"IH RAMS cDll l CHM0 e£ARrNc C1 161.38' 373.00' 24.4720' N 32'40'581Wr160.12' C2 112.48' 225 0p' 2$13838" N 34 :36W IY,-111.32' C3 15P,71275.00' 31'49 03" N .33 01 '24'WN 150.76' RF PLAT i OF LOT I AIR.02.741 ACRES) � LOT 19-'(1.661 ACRES), BLOCK 1. II CaAs'1Wf4�Y SL�11iS1l P'n"ASE 1 VOL.. 63721 PG. 139 14.40 ACRES RICi-BARD CARTER SURVEY, A--8 COLLEGE STATION, BRAZOS COUNTY, TEXAS SCALE: 1 "= F'0' MAY, 2005 SHEET 1 OF 2 ppARED 8Y: KU401 EW::EERING t SURVEYING 4101 TEXAS AY + P.O. 60X <34 EXAS + BRYAN,T+ PH.979/846•-6212 J 0) X u 0 0 O. 0) S P P C! d rn o. U L =it A,,* ---------- e Is 11 41 Is 11 11 14 It 11 It A 16 C 46 I (I(I YrA 0 01.00 1 1 10 off VJ /ol 1"JuLiv V11WIT CAZ�LMENT $ -_ f / / IPER VOL 3663, M. .313 r _1 -------- r -,L -------- r-.L ------- -S-L -------- - t ------- -- -- -------- A=__ ---- f � _r ­71 FLOODPWN ------- .f-,LOT I I r 111100", 1 % ANWAY PHASO 2 W is, PUBLIC UIVM 201* PUBLIC UTILITY EASEMENT M Vol- No. PCs. 70-71 PER 55"/70­41 13J? ACR96 1.0.52 W WIDE SLOPE EASEMENT VOL 4274, K. 289 0 -1/r UOL. Im pst,70,7 10 900 FOUND 1 15- BUILDING SETBACK �02 WITHCAP r --------------------------- --- --- -------------------------------- A­ #1 .4Wj5*ifj7j0,7. Lif f I J- 3,1 IRON /./ / " IRON 1 1/220 IRON tOD FOU1111111i S ROD UT IIr IRON -------------------------------------- -_: ---- - ---------------------------------------------------------------------- ------- --------- 5/0* IRON ROD 20D 5ZT 20` WIDE PUBLIC 4 — GyW VOL FOUND WITH CAP Af 20' WIDE PUBLIC 20' WIDE PUBLIC I UTILITY EASEMENT I 4 '1• UTILITY EASEMENT . \ �'�, ; 41 20' WIDE PUBLIC P11 UTILITY EASEMENT 14 4 1-12" WON P.O.S. I 900 6eT 51 WIDE CZI` PUBLIC UTILITY +1 EASEMENT Ale LOT 'N- 19*04'17"E 1 Min- 1 01 21.§7' .78 ACRES IRON VARIABLE WIDTH PRIVATE C ACCESS EASEMENT *e • I I *i!Z_.:9M1�.Z-"?.i 0.82 AM 35.M sq.& VOL 5779. PG. 186 0Z 15" WICE PUBLIC UT4JTY EASEMENT Ilr WON 0,34, ACRE L13 ROD UT -M M MINIM 20 UT 41­ LIS L21 L17 09 LOT 1 BLOCK I LOT 1AR-2 • 6.207 ACRES 2.62 ACRES THE WASE 3 TRW 1,13 1 'Ai —*X* Sff IN CONCRETE 0-04'07V IM ROM 201) Stv JO. 40 ! �4t M 3r 113* P oil If)* PRNii 050-0-11 PVUM" :.262 COUNTY OF BRAZOS PG 1, Karen McQueen, County Clerk, in and for said county, do h M ACCESS & ,,r,l, certify that this plot outhentication 20- PWA was filed for record in my, office the day of A �r 2005. in the Puwc Imurf 6�Ey 360. PG. 31 VOL- 3 Official Records of Brazos County. Texas, in Volume JW0-. Page .-ZIL-UZ ---------- *r SET IN VARIABLE WIDTH PRD/AIE ACCESS do Karen McQueen. County Clerk, Brazos County. Texas PUBLIC Urilurry EASEMENT VOL 490, PG. 262 PVB41C VWY CA W&W A 4 CL4%V L&=H RA01i D&rA CHORD BEMWW 3.39 ACRES 'I LOT 2R. BLACK I UA(C "kV DISTANCE C4 8.70' 245.00" 2102191" . N 47'5455'W-8.70" ")r 511T IN 4-14 S40*44221� 22.89 1111'*R OTP - . I - two %30 PRVATE ACCESS S49*15*J81V 20.00 ii221W 22.89'*XN *)r 5ET IN %" & PUBLIC UTUTY c=Tr LOT 61 K 1 VOL M313 L37 S40*44221E 44.84 VICINUY MAP THE GAMMY. PHASE 1 138 S4.9'15:WV 20.000 NOT TO SCALE VOL. 31563" PG. 313 -------------------------- 09 N40*44221W 44.84 5eT IN CoNCgfteTMe 15, PU&jc REPLAT ti N i 0' PUBLIC UMM LOT *5A. -BLOCK I 1.106 ACRES ftN EASMEW Str 31F.M. PG. 277 -na "TEfty. -PHASE I Vt 9 ;1 VOLr . UhC BEA, eWO WrANCE OF KPIIAT 1.12 v68*10*49i`i 375 LOT 9. BLOCK I OWNER'S ACKNOWLEDGMENTS AND DEDICATIONS EITNTION POND 4998, PG. 2622- STATE OF TEXAS COUNTY OF BRAZOS We, 041112-1109, Owners and Developers of 14.40 Acres and designated herein as THE REPLAT OF I/ I r IRON LOT 1AR (12.741 ACRES) & LOT 12 (1.661 ACRES), BLOCK I GATEWAY SUBDIVISION PHASE 1, VOL. 6372, 900 6er PG. 139. in the City of College Station. Texas. Brazos County. Texas, and whose name is Subscribed hereto hereby dedicate to the use of the public forever oil public streets, public alleys, public parks. ---------------------- --------------------------------------- public wcter courses. public droins,, public easemqnts and public places thereon shown for the pii and consideration therein expressed. ------------------------- - --------------------------------------- C*3 ELMA M, 1aAPXWN6A0 GPVV I LA-C, 5/0' OZON ROD FOUND IVARLABLE WIDTH PUBLIC ORS: 5 44'4W39r'6-0,72' 4, PG. 262 Frank Miholopoulos oawni i rii FnA5844-oi SCALE: Vi STATE OF TEXAS COUNTY OF BRAZOS Before me, the undersigned authority, on this day personally appeared Frank Miholopoulos, known to me to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that LOT 11 x BLOCK I he executed the some for the purposes and considerations therein stated. sN 11-323 ACRES Given under my hand and seal this JI_ day of 2005. THE GATEWAY, PHASE I REPLAT • goyVOL.499% Pa 242 Notary Public in and for the Stote�lof Texas Vil HELEN VA$W CARK961111 :Nioi Puw, sisis cd Tex" Ex*" ♦ C6 Printed Name: H C-1 g n V4 3 j' 1177.270006 My Commission Expires: qhq /aca8 Aiiii OF THE PLANNI ZONING COMMISSION Chairman of the Planning and Zoning Commission of the City of College S19tion..Texas, hereby certify that the a jtoched plot was duly approved by the 100 YEAR Commission on the day of FLOODPLAIN 8FEvi Chairman of the Planning & oning Commission • City of College Station. Texas - ---------- ---------- ----------------------------- ----------------- --------- -------------------------- o - - Z___ - 6 s1W PUBLIC Unm X EASEM NT APPROVAL OF THE CITY ENGINEER VOL 408. M. 262 W1 Res City Engineer of the City of College Station, Texas, hereby certify thn this subdivision plot conforms to the requirements of the subdivision regulations of the City of ^logo Station. Texas. City Engineer. City of College tion.' Texas CERTIFICATE OF.SURVEYOR LOT 11, BLOCK I 11 .323 ACRES 1. S. M. Kling, Registered Professional Land Surveyor No. 2003. in the State of Texas, hereby cow-tily that this plot is true and correct and accurately represents the lines and dimensions of the property, was prepared from an actual survey of the property made under my supervision on the ground, and that it indicates oil easements as they are visible on the ground, and the, there. are no encroachments, conflicts or protrusions. except as shown hereon. L"a PSETtq IN LLOF TACX CONCUTe ORM S r4i tlM PLUG do ............ ......... I *)r SET IN TAM tW M. Kling, R.P.L.S. No. S.M. K...�"- G QDNi 206� wit ? J 10% 40 J, zAPO S '4r1$*41aW—9' S U .041 4 CERTIFICATE OF THE COUNTY CLERK SU 15a4% .4t 411, 1 o Q, STATE OF TEXAS -v too, 4 5 C2 LOT 8, BLOCK I S 2.086. ACRES REPLAT OF GATEWAY SUBDIVISION, PHASE I A0. VOL. 6372, PG. 130 IQ' i /*ji `40 CV LOT 7. GWCK 11' 4 ♦1.46 WAES THE QATC*AY.'P1mIASE 3W, P.O. 313. Vn C17Y OF SUBJECT TRACT fi PQ LIM ii A 04 C.- LIAW 891011 01S)RAii it S. YJ 15. 7'0J IE' 2787' L2 S58*0956AW 32.72 IJ SJJ *5J'OJ *C 2J7.95' 14 555*0450V 27.60' L5 Nj5,j8'57V 62.57' L6 N3776'02gY 68.16: L 7 NJ8120531Y 74.50 L8 N70'19 '59"W 32.65' L9 N4 1 *55'53 'E' 7510 L10 N46155"58V 5J.57* 111 N4 I *552Sr 60.77' W" rA CURVE LCWrH 9011S "Zi M 0W WAW N,001104120INAPT 'fM I VOL. 4998. PG. 262 N49*16V61E 641-270 LOV I AM (14141 AGMW L14 S40*4443*r 15.pol L 15 S49,1606'W 74.33', LOT 4R. -BLOCK 1 S40*44 W14C 16-05" LnT 12.(1,661 ACRES), NOTES: 1.84 ACRES ON L 17 S49*14'15V 15. 4WD 118 Aii VOAW 18.06* SOUTHWEST LINE OF 119 S49*16'06W 255.00' .1. BASIS OF BEARINGS 'IS THE REESTABLISHED 13LOCK I LOT 1A — 16.997 ACRES --BLOCK I AS SHOWN ON THE REPLAT L20 S40W W,r 16.05' AND SUBDIVISION PLAT ESTABUSMG LOTS 1A.- 5A, 9, 10 AND 11 L21 S49*14*15-W 15. 00' BLOCK I OF THE GATEWAY. PHASE I -RECORDED IN VOL. 4998. PG. .1 ------ GATEWAY SUBDIVISION 2 02 L22 IV40W '00 V 16.05' .02 WITH RECORD BEARIN0, OF N 4V .2"W. JI L23 S49*161061W 184.45' PHASE I 2. A PORTION OF THE SUBJECT TRACT WES UE WITHIN THE 100 PUBLIC I" L24 $58*1049V 83 71 EASEMair YEAR FLOODPLAIN ACCORDINGTO THE FLOCO INSURANCE RATE MAP 37.1�4, Pa. 27,7 L25 S21*49�201C FOR BRA COUNTY AND INCOIRPOR $F ROD VON 14.5X VOL. 6,372,,�PG- 139 ZOS ATED # AS, COMMUNITY NO. L26 S6WI 1'4JW 15.00' 4§00pip. FWL NP, 01QCvMAP NO. MW410,10C. REMSM PER L27 N21 *49:20 mw 14.5j, -14040 ACRES �,a era aa�R �,Z4— -� _ _ L28 $68#10'49V 240.80' RICHARD CARTER SURVEY, A-8 L29 S21 "i "E 14.54' L30 S68*1 1"1 15.00 20f, COUNTY, TEXAS *r SET IN COLLEGE STATION, BRk CoNpftTe L31 N21 '49!20 1W 14.54 -ell is 'cW, 2005 02 S68'10'49V 36.42" SCALE: "I =60' LJJ N48'5556V 8.08 7 2 II SHEET 2 01 1 MCI PREPARED By. • KLING EtWURING : 4 RTM +. PH.979/846-6212 4101 TEX* AV- + P.O. 80,C�N��� , . , ....,,,, I<► I nWdgl � �i C LINA,LIiJV11 *4 4234 + WO. 1 0 HE I 1- li , t � « I IE LOT 1, BLOCK 1 ! > i i THE GATEWAY PHASE 2 \ ! /// / /O VOL. 5809, PG. 70-71 EX. 20' SLOPE EASEMENT \` ! — . ! ! E . -20', PUBLIC R ZO : R4 VOL. 4974, PG. 269 15' PUBLICUTILITY, EASEMENT---J � � TIUTY E ` I IGA11ON 13 / ETER wammmmUBLI — — — — — — — — — — ! Ice E . UTILITY EASEMENT EXIST. PUBLIC (� W 07 LA — 1— >— — — E E N 49.15'12" E — 707.18' E UTILITY ESMT. N i — T T .� %f _ ------FL — — — — - — -6=-� _�_t C8 _-6— _G_ G _ — — —-G---�— r G G — U -=� - 2" COI�IEX WWMH T '. — - =`= I RIM=276.20OONDUn \c� I ; FL 8 =26- / -I z!/•,. •.ram" � g \ `` L E •, I \�G COMPACTOR \ LOT 9, BLOCK 1 EX. DETENTION POND VOL. 4998, PG. 262 ZONED: CI-OV _X-VIvv7H-'-- - - — — — — — — RIM =272.20 �EX. VARIABLE WIDTH FL 8"=261.90 PUBLIC UTILITY EASEMENT I r ,. T EXIST. PUBLIC UTILITY ESMT. 0 60 120 Scale Factor: 1 "=60' t } gEX- 78" PIPE ti t• \= w,n7S a^ — —� " C14 cv ,. FDC I cn } ER ` F\ \ �— W W I I I 1�2i391 `0 1 I WATAND SENQt FlX7UttES — _ W// Jf I }��rfar ( 0 WATER FlXTURE _UNITS = 95.8 GPIA M � I \F\ a. o- `W V`•.n• I 1 0 SEN£R FlXNRE UNITS = 45.8 GPM Q �+ V 'i- V•. f •24V { ( " FF=286.00 a \ EXIST P BLIC ,III w FF=285.00 �, LOT 1AR-2 I � : l.•-- 14,972 $Q. FT. � / UTILITY ENT. — N N I EX. 20' UTILITY•--} I I 7,689 SO. FT. zQ .� I : �. T . 4 W I I VICINITY MAP WATER AND MOM MUMS p ? �/ �� �f EASEMENT } } I {x^ BF 9a0 WATER FIVURE UMTS . 9s8 GPM FF=287.00 4 1 P E 2 a ]t 1.66 ! ACRES I _ — —J LOT 11, BLOCK 1 NTS �f } } C 114.0 SEM FlXTURE Urals - 4s-e GPM 21,193 SQ. FT. t I THE GATEWAY998PG. 262 ASE 1 M O ED . C1 Ex. 35' PRIVATE ACCESS & LEGEN D SEV)M FlXTUWS 0 0 I PUBLIC UTILITY EASEMENT $' a 48.0 WATER aDcn,RE VWTS - 49.4 GPw N N o F F= 2 8 3. 0 0 M FF= 2 81. 0 0 sl.D FlxtuRE orals s so.4 GPM x " " — x x N 22, 861 Sq. Ft, x ° q. ZONED: CI — s a g I EXISTING CURB 15 051 SF. _ 28,197 S Ft. RETAIL FF— 285.00 N P 2 f _ } s z = z z > > RETAIL RETAIL PROPOSED CURB S 1: BFR FF= 285.00 0 20,300 Sq. Ft. o a o o I '>s�" �� ` I �� \, ? 8r s . 4 RETAIL a I BFR - BARRIER FREE RAMP ��-�� , & 1 f J �� /� Fp � — EX. VARIABLE WIDTH ! ASF d t%r' ^ m n ! FDC FIRE DEPARTMENT CONNECTION PRIVATE ACCESS I w ,'>,- © ^ p n N _ 26 \\ V EASEMENT "PG. 186 } } 1 ! `� N `" " r "� s° ® ,. b - EXISTING FIRE HYDRANT 7 } 3 ! II I I! Till liii _ _ Il�llli ',I III ! _ _I ZONED: Cl•OV } } Q' / / °' © � �'' -� � � '� '�, � s9 _N_ _ - - b x. HDPE T - EXISTING WATER VALVE ' LOT 1, BLOCK 1----------- — —---------- — ---- — --- — — } a , _ - EXI.L - - I L - - EXISTING WATER '1 THE GATEWAY PHASE 3Fiy \' — — — — — — — >` f / �. M ------ =- _ - -------- - g---- -- : i ------ - - S — — - EXISTING SANITARY SEWER J�• VOL. 6372, PG. 139 } � Q `u LO rn ^ EX FH :-I H I I I Ex 10�" P Buc _ - EXISTING STORM SEWER °� �j o0 oG ao ao w mCC) a I UTILITY EASEMENT — p ril o oES M ° II N iot .1m I _ PHASE LINE -W� ) )CW a aQ Q w Q �, I W I Ex. T� 4- ��r : �: - TRASH DUMPSTER n 0-T - r,I I N _ k � D•24'47'20' N rn cn U) cn cn rZ c) � M tL u7 I 3 I — Rs3J.�.� } �'! N N N N (n N N (n II i I-r. N I �t - E7 - I ' �n ^ a7 oI00 I = X - ELECTRICAL TRANSFORMER cLW Ii �. 3 f -' 6 "' Q �, `� 11 N 41 1 } L I --\ s A w� — — — 1 1 7. } ^ ©9 \ S , - y -J=- II I FOOD NOTE: N A PORTION OF THE SUBJECT TRACT DOES LIE WITHIN THE + S 4/ , EX. N 49'14 25 ,d. S S Q FIRELANE 31.5a — x I X p I 100 YEAR FLOOD PLAIN ACCORDING TO THE FLOOD \\ N 48 1 E q� R\ y— ( LOT 1 BLOCK 1 ,,,� ` > ^ Il � I ' _ INSURANCE RATE MAP FOR BRAZOS COUNTY AND INCORPORATED AREAS, COMMUNITY NO. 480083, PANEL . } S q F Q ° I ¢ '� N " 4 F r- - NO. 0142C, MAP NO. 48041 CO142C REVISED PER LOWS +y, ISSUE ON SEPTEMBER 19, 2000 AND OCTOBER 30, 2003. 7._ Q o0 0o r I I Q�d Q Q ` \ - / EDTH �/ „r 1 � � cn cn ` \ VEME UL T COVERAGE OF GROUNDCOVER, A�� ' 296.0 Z _ \ - PAVING, DECORATIVE ROCK, OR PERENNIAL 2� 3 S 49'15 00- W 158.49 1P• - ij \ s - - - - \ _ GRASS IS REQUIRED IN PARKING LOT ISLANDS, \" \ SWALES AND DRAINAGE AREAS, THE PARKING �.� _- �`\ EX. 15' PRIVATE ACCESS & LOT SETBACK, RIGHTS -OF -WAY, AND ADJACENT \ } PHASE2 ° - P EASEMENT ZONE : CI-Ov \ / 14 •�` \ \ r _ PROPERTY DISTRURBED DURING CONSTRUCTION. cA C eUlCp/Nc \ / I I NOTE: �w28 PARKING SPACES TO BE PUS 30• P \ / \ 4 'N q y 1 seep/�SOCk \ 1� i DEDICATED TO WINGS & MORE R�I'q AC IP ks 19.�� J , _ PARKING ♦� / 3�2 p oN p \ Q / ESTAURANT PER AGREEMENT / / eq Ess \ Ex FH-- _ PHASE SO. FT. REQUIRED * PROVIDED G. jag Asf \ Q��Qy� 11 / w/ OWNER. �. f PHASE 2 i� U // • y \ \ S s \ T 51,068 205 307 ** ` \ \ (LINEN/PETSMART) O' 111 A I �SS� &' ♦ A P13 PJTFLI� EAS MENT/41 �N e��PHASE 2a \ �\ / l c, T �� \ l / s �� \ c'` EX. PAVEMENT 35,351 142 39 CIRCUIT CITY RET. B i Q Q ONED : C1- T 0 er p �l / / \� \ f f \ f\/' i EX. VARIABLE WIDTH / PAVEMENT ---- ( CIRCUIT ♦�� AMEN / \ l o kf SATE ACCESS & _ PiASE 2c ♦ ® 065 T/� I \ Vp 4!��y 8�0 k / ' -PUBLIC UTILITY EA EMENT ' 43,854 176 210 v \®® 0 / l l \' \ C 3663 j , J 1T1, IU 20, pUB�c \ 11 /`�, 3 63 p pHA \ / / �\ / 3RTIFICATE 13 1 J� \ y y �ir�. S�� T TAL 130,273 523 556 G. 3 -`� / �,\\ \� \ \ �+� � .�+ L 4R, BLOC 1 �'\/� 3 T \ / \ !Q�1,{�V �` J �, ��— Y PHASE 1 Z8 N , PG. 27 © REOUIRED R� �' � m E . ACCESS E3 -+-j 1 SPACE PER 250 SF. 7 ® \ , GQ 'f \`� � P EASEMENT � .I.2 pICDwo f\ \f\�F CAT A, BL yu • VOL 36 3, PG. 313 , * DOES NOT INCLUDE THE 28 SPACE \ \ °+3 \, \ oC. FWq y oCk 6/ ��� ♦ZX WWMH DEDICATED TO WINGS/MORE MORE £X eU \/\ 4s98, A pNAs `3`�S3 * 79.51 C3 -4 4` / koz/vG' \1611 F(i-270.01 m *�kFL 8"(I =268 - - - - NOT Rr:...:)91 QED # CONSTRUCTED DURING PHASE 2b z \�bN : cr-ova=' 0 E 1 -�- = } - 1iVE ) FOR -�REVIE. �kCOMP 1ANCE SITE PLAN A VC. BUILDI NpW"Ty X 2007 p A� CENTER A 'W I! EX. BUILDING j GE STATION to "' ! -n x ZONED: CI.Ov COLLEGE SLICESPHAr%'!-- 2� (SIM) �, /,O -- �,LV 14'-4" 141-4' FLUSH, 6ALV D CANE BOLT \ �\ ` \\ z Z ! n __ s o OPEN s CLOSED STL. FRAME GATE ` ~ — , l / i I\ ~ OT 1AR 12.741 ACRES) 66 R P rlotr &ATE / / ___ _ C CRE) & LOT 12 C1. 1 ACRES) T5 awx,1/4 , 6A-V'D ri , Sn- FRAME &ATE TYP. JAMB POST, CL:OsE TOP CIORNM 5 ff FLUSH 8'x8'xl/4' GALVD 5TL_ MBEW/ SM_ PLATE, PAINT - W/ IN51M CHANNELIL BLOCK LEG ` h -i " ' /\ 1 JAMB POST - TYP. EMBED INTO GONG. FAGS- EA. CORNER - TYP. `�` �m COMPLIANGATEWAY SUBDIVISION STL. $OL.LARD - TYP. FOOTING - REs STRllGT DIA60NAL x' BRAGIN6 - ` ` � ' `--� � � a` 2•x2'x3/8' ANSLE E RAGE ` n -0• M� TO fRAM1AuJil!MAR o 6 2007 VOL 6372, PC 139 o _ 2 --� J 0 Q 5TL. BOL1AR17 - -I _ j UJI LUJ LL COE,�,EG� ST& TBO�JSITUATED IN THE d) TYP.% _I FOUR t4� HEAVY-, $ 55'b.¢'gp� �NC�NEINO R I C H A R D CARTER SURVEY, A-8 PER ,P'�`, JAMBP05T5BASEW/MIN(?J 21.11 w �CITY OF COLLEGE STATION , BRAZOS COUNTY, TEXAS 1/2'x4' STUD ANCHORS o o SHEET 3 OF 'Q OWNER ENGINEER CONCRETE SCREENIN& v 4 NOTE: - Delmar Baronheod I, LTD. Brockette•Davis •Droke, Inc. ALL ROOF AND GROUND -MOUNTED MECHANICAL VIEW OR INSULATED SO AS NOT TO BE VISIBLE FR EQUIPMENT SHALL BE SCREENED FROM 4645 N. Central Expressway, Suite 200 4144 N. Central Expressway } DU1YMI6 DISTRICT WITHIN 150' OF THE SUBJECT LOT, MEAS;OM ANY PUBLIC R.O.W. OR RESIDENTIAL Dallas, Texas 75205 Suite 1100 1 I 1 I I TO5t.of I R VIDE pL ( • SUCH SCREENING SHALL BE COORDINATED WITH V. � Dallas, Texas 75204 1 I I I I I 1 �4 IM ATM10 TO MAINTAIN A UNIFIED APPEARANCE. NEW EQUIPPED FROM A POINT 5 ABOVE GRADE. (972) 233-3333 (214) 824-3647 I 4 4 4�6 4� Ggi ,, Vdl �" E 2 � 0� , HE BUILDING ARCHITECTURE AND LE C 4' 4 BOG 06 (2 G '11F T TO BE SCREENED BY IZ, 2007 Job No. C06078 f05110s) e 0 Scale: 1 "=60' Date: February s►I � 1.IV50D1 bid oa o 43 p; 43 'vr ci . r A 0 W !\ A A-0 off+; P4 0� I / E LOT 1, BLOCK 1 THE GATEWAY PHASE 2 VOL. 5809, PG. 70-71 EX. 20 SLOPE EASEMENT (- ( E . 2-0', PUBLIC VOL. 4974, PG. 289 67`445' PUBLIC ( �"� TTLITY EASEMENT UJ UTILITY ,EASEMENT I' 2 ` I L Exist 12 Water — — o '�3 . -----------------------•----(— t Exist 8" W. W. ............. , •% E EX. 20' PUBLIC - - - - - - ( +� ..................... . f UTILITY EASEMENTr------ --^- -- ( . 255 EI �. _ YEX. ______ 1.55.26 W N 49'15'12" E -- 707.18' r N 35 ��" "` ` J j I RI'r 2 20 — — — — — — - —E E E�E) E �XE tg—N/�("= 'E"'� S E; VARIABLE WIDTH - - ^ - - - - I I FL 8"=261.90 PUBLIC UTILITY EASEMENT I Ibf� = 281 2 T T T T T T T T T T T T T T T T T - T _ FL 8' G •r-�" - G G G. ' G'-. G Gam' < G G G `EX-B'�G G- G- - G G G G G G G y ci -7 - ff 7 - - / , . _JREMOVE EX. TEMP CURS WWMH 1 \ I 1 1 G - - - RIM=276.20 / t 6 Q� v — 263.09 no ,.•S , ''e': I I I } " w 1 ' 1 \., I s}"i'-:'ri:- ' c "e `✓ �-4 s v -camV d 1 J .11UU Jci 1 ( CC 8 PIPE —` _ — 4,�E 1 33ti1'24� E E E I R 275.00' 11 \ I 1 1L-152.71' i Jt I ( �� \ �� \ \ 4 ¢1 "FF=286.00 � , , 311 1 F" 3=24W �L FF= 285.00 ( , \ EX. 20' UTILITY04 ! EASEMENT 1 }`l wl 1 1 FF= 28%. 00 1 `* I — — — J LOT 11, BLOCK 1 THE GATEWAY PHASE 1 t,• ' 1 VOL. 4998, PG. 262 EX. 35' PRIVATE ACCESS & ( PUBLIC UTILITY EASEMENT t i ..A V$ `Y`? �. 283FF-- .00 FF- 281. 00 t t � � -.tea � � g 1 D 2s'; I t" o '` FF= 285.00 z 11z.48 �P:\,, FF— 28500 CHi -N 37'W p . Do I EX. VARIABLE WIDTH �� �� --_ - I PRIVATE ACCESS EASEMENT "C" VOL. 5779, PG. 186 .� P _ n IIIII 4111111111 IIII INIIIIII �____� _ �- \o pN a c� b X- HDPE 1 OOYR. FLOODPL I LOT 1, BLOCK 6r '0 LIZ THE GATEWAY PHASE 3 t 1 ^ T — — — — — �� ; g �o VOL. 6372, PG. 139 -- ------ —="-- -- —---------- -- ---- -- ,--- 77/7 — -- — i �," UTILITY E SE ENT PA �f (� ( EX. T� D-24'47'20' I 1 i'j I I 3 i — R-37100' CH-N32'4O'58'W X I '— 1 ti EX. P VEMENT E Z I( I N415=31 7, 1 Ex. N 49'14'25" IQ- 4' %~ _ y — — — �FIRELANE 31.50' xJa� Ih III' I t N LOT 1, BLOCK 1 \. Vie I I 1 pk AVEM . PAVE I — t11 \ / 1 d t 63j "�'PG Sd • ,to � VEME — / ) / co �� WWMH ZLi p\ \\ ® ` IM=296.09 VOW , — 0 o S S 49'15 00 W — 158.49 I�Y q) l ` \� \� ®� • 00\ `I I I ``�'► A VeMeNT S411745'35" \\ \\ EX. 15' PRIVATE ACCESS & / 40 U' 14.06,\$49 5 00 \ P EASEMENT S3 I '03 36 W\19. — — — / tor 3o UB41C pR/V,q \ -4a- 9!5, _.------ U P L / 613 �/S/Q �c�,�?�i� I l l / \ �•\\�/r�, Acc 19• _ _ _ 40 P �UPTJV ITEQ GOBLC ASEMENT `1 I1 t3+ � \ /�Fk. � \ � �a ,� l � • I EX. PAVEMENT---'v K pq / l \ \ rh�e Q 4' Q_ -PRO� (--EX. VARIABLE WIDTH /�- \\ tttATE ACCESS & / \ � \ 3 q y PUBLIC UTILITY EA EMENT N/jam Fk� Ir \ • p V Rt/iy Ue� �l / l 3 Nq \ / 31 cn �a L 4R, BLOC 1 Y PHASE 1 R E E Al CESS P EASEMENT •�( / / \, ¢ (,' �� \� `\ G q, a VOL. 36 3, PG. 313 \ \ �6 \SQL. Ewq LQCk 's '� S � / E 49 Y , l 3 . _ZX WWMH X, 98 pH �� 3 _ Ll)/NG �� \79.51 6 E 1 21 (I =�7o.oT /� l 1 B,FL 8"(T)=268-51 REVIEWtL) r-Q" COMPL''At4CI MAR 0 6 2007 CqtLEGE STATION 0 50 100 k a: sa: Scale Factor: 1 "=50' PAVING GENERAL NOTES 1. All materials, construction, and traffic control devices shall conform to the City of College Station standards and specifications. 2. It will be the responsibility of the Contractor to protect all public utilities in the construction of this project. All manholes, cleanouts, valve boxes, fire hydrants, etc, must be adjusted to proper line and grade by the Contractor prior to and after the placing of permanent paving. Utilities must be maintained to proper line and grade during con— struction of this project. 3. The Contractor will be responsible for coordinating with all the appropriate utility companies for the location of all utilities within the construction area. 4. The Paving Contractor shall coordinate with the Utility Contractor to insure all sleeving has been installed prior to placement of permanent pavement. 5. All paving and earthwork operations shall conform to the recommendations in the Geotechnical Investigation Report. 6. Public Right —Of —Way, Easement and common areas must be stabilized with perennial vegetation cover, fully established with 100% coverage, or other approved stabilization method. 7. Detention/Retention facilities, channels, drainage ways, and outfalls shall have established perennial vegetation with 100% coverage. 8. Traffic Control measures will be in place prior to commencing construction of deceleration lane. —N Existing Curb — Proposed Curb ------- — Sawcut (Full Depth) BFR — Barrier Free Ramp — Proposed 2' Curb Opening ID A K 4" 3000 psi concrete w/ #3 Bars 0 18" O.C.E.W. J ENTRY AREAS & TRUCK DOCKS 7" 4000 psi concrete pavement on 6" lime subgrade compacted to a minimum of 95% of ASTM D698, near 0% to +4% of optimum moisture content reinforced w/ #3 Bars CAD 18" O.C.E.W. ®Sawcut, remove and replace existing concrete pavement Note: All dimensios are to back of curb unless otherwise noted TOPOGRAPHIC INFORMATION PROVIDED BY OTHERS REVISIONS & ISSUE DATES PAVING PLAN GATEWAY CENTER — PHASE 2c CITY OF COLLEGE STATION BRAZOS COUNTY Q BROCKETTE ; DAMS • DRAKE , inc. =>oconsulting engineers Civil & Structural Engineerind ' Surveying 4144 North Central Expressway, Suite 1160 Dallas,Texas 75204 (214)824-3647, fax (214) '224-7064 FILE N0. THIS DOCUMENT IS RELEASED FOR THE PURPOSE DESIGN DRAWN DATE SCALE NOTE'_ OF INTERIM REVIEW UNDER THE AUTHORITY C06078 DAMES A. RILEY, P.E. NO. R 231dON STRUC 10NQ7. 02/13/07 1"=50' BD� C5 IT IS NOT TO BE USED JAR BDD BIDDING, OR PERMIT PURPOSES. y�miu ai (D N FO, s. a U f1'i A 04 U A M U Q w 0 4 0�(� h }r I' I :( 1 LOT 1, BLOCK 1 THE GATEWAY PHASE 2 `4, I Ij I • �, VOL. 5809, PG. 70-71 EX. 20' SLOPE EASEMENT I /. I 1 ^•" ~-" VOL. 4974, PG. 289 ' * 'E . • 2U' PUBLIC j TILITY EASEMENT UTIt TY\EASEMENT �' • � ' I � ' • Exist 12 Water Ex. 20' PusuC _-------------- _ ___ 139. — — - ------ 2; UT1L-ITY-EA�SEMEN _ — 7�, _ _ _ _ �.v — — — — — — — — — — — — —1 �;;�° . - £ -� Exist 8" w. W. a _. \ .= _� - -- -- A'_ �: : _. - - __-__---_._ ;� -`\ :, 2:,55 --------------------- iN 55 M. — -.:.._ - - m _ X _ _ _ `w tea - 272.20 _ _ ... T T T L_-- o- - T T_,— -- ;iM_ �� IM ��' H�—T �� � �` FL 8 261 90 EX VARIABLE WIDTH -- "' T T - PUBLIC UTILITY EASEMENT T" T T G G G —�— G G G —�-'Y, G G', �G G --�rtG G G G G G T T _.. •,,, —,•. � I ., G .$ �¢ 4. �—r,T,. X Vt+tyMH / —( Y ® - X I v (I I�,• >f' _ " / \ " :, — `: f- 1 RIM = �76. 20\` 8=263.09` / I 0 50 100 S I \ l I A I 82.7 - - -t Scale Factor: ,' I -w.-IN' I. �y 4 r 86.95.3 1 -50 j r--- — IM LEGEND l,X 85. 1.8 86.9 45 \\ \ — — • — I , f I f 33'�01 24 " �. rf 4.9�,1 4.95 'PI 85.9—��: _...._ _.w �J 5.95 I - Existing Contour r I I L-152.71 IL B i \ /�� w I 770.0 _1'24"IA► t T `S EET FF=286,QQ I'- \�/ i �t o Q I X - Existing Spot Elevation � I � � FF= 285.00 I I Ex. 20' UTILITY --� ( ( / N Proposed Spot Elevation f EASEMENT I I I I T M X I I I WI - I 3 i FF=287 00 i 1 I I ♦ Proposed 2' Curb Opening 4.9 J LOT 11, BLOCK 1 I I I k f .95 I THE GATEWAY PHASE 1 7o Proposed Contour s ( VOL. 4998, PG. 262 I I I q�al�;,;1' ! EX. 35' PRIVATE ACCESS & I I ' f" 8 • .��• PUBLIC UTILITY EASEMENT - Flow Arrow I 85•8 FF= 283.00 g FF— 281. 00 - Existing Curb 10 ;8"&38" I 84' V 8` 5 95 SEE DETAIL 'A' i fi225.(JO' I \ \ -6.95 THIS SHEET F F - 2 8 5.0 0 z I 112.48' I \\ \\ 285. - t1�N t 84.3 \ \ :'l FF= 00 ^ I' Proposed Curb y t 6. 5 I I 1 I 84.4 �vv v I � 41 7 1 ` `f f;' I I `Yl, EX. VARIABLE WIDTH ' I �\ _ _.. \i \ \ d r` 1/fli I = - - - -� 77 PRIVATE ACCESS I �I _ `R- \\ \ \ , " \ \ av LU EASEMENT "C" I I I ll I\ \ a I VOL. 5779, PG. 186 I , , 2 �. - \ \ (III III I I I l iii iiiiii 11114 IIIINIIII III IIIII ll I _ _ GENERAL NOTES I 1 !,o ` - /- - • .___ _ _ .. 'v - `\ \ \ \ �, materials and construction shall conform to the City of College ,.. `� � � \ 1 All LOT 1, BLOCK 1 1/ 10OYR. FL00 noted herein and approved y the City. dSpecifications, exc p os I �. Station Standard Construction Details an except --, t ! _7 __... S. ' .f \\ -�`--------- ! I ( I DPL S a r b THE GATEWAY PHASE 3 I / I / _ .__ __ -- \-------------- _x.'---------- —— — — — — — — — — �— _ ! _ ~� ~ - \ \ - - - - - - - - - - - - - .t ` _ - - - _ _ - - - - _ _ - - _ - - - - _ _`' - - -=S 2. Contractor shall be responsible for maintaining trench safety VOL. 6372, PG. 139 I _ _ _ I / _ �`_. i„ �� — — — — — '-y 60`- - - - _ - _ ( i ~` - T - - - - - - - - - - requirements in accordance with City Standards, Texas State Law, S and O.S.H.A. Standards for II excess f f r a excavation in ex o five feet f l 1 trp I EX. 10' BLIC — in depth. I I` -- -I- •:.,� .� ^) I I ,-_I UTILITY EASEMENTLl 3. The location of all utilities locate o d n these plans are taken from r ,.o,, `��` .--• --'- ''.,, ,_ � ems) j '^•1�: — li existing public records. The exact location and elevation of all p utilities must be determined by the Contractor. It shall • {� be the duty of the Contractor to ascertain whether any additional D-2447'20 y '� = I I`` EX. T facilities other than those shown on the plans may be present. R-373.00' 38' -I 4. It shall be the responsibility of the Contractor to protect all public tN32'40'58"W utilities in the construction of this project. All manholes, clean- s w 6 outs, valve boxes, fire hydrants, etc. must be adjusted to proper 105 3' I I ry>' �' - -- \ `, z L-J . I line and grade by the Contractor prior to and after the placing N 4 I - - �.... I _ ! I I ,f .,. ( j of permanent paving. Utilities must be maintained to proper line 7• 4 -- �. — =\— — — I I T I } and grade during construction of the pavingfor this development. . \ N 49'14'25*', ` h 4 N 48' 4� 7� " ` -' — ` 31.50'`ti 5. Drainage should be maintained away from the foundations, both 5 I �##� - >' > '`� — t� — -�- iaD during and after construction. --+^j- '`�LOT 11, BLOCK 1 I I-. - �, - >i-,� �`roII 6. Backfill fo , '•-., , utility be carefully placed so that they N will be stable. Where utility lines pass through the parking lot, :� I i f C l / I ; V �?8�9, - G the should compacted similarly to the remainder of Ss� the lot 6Utility visually inspected durin the ���� fi � � I, ditches should be visual in g excavation process to ensure that undesirable fill is not used. q J ---- a Von v� U e�E �,- =arin / ' 2 P� �39EMFN L/� \ O ` \ �r / `� �� 10 f r ' th VEME 7. Concrete for inlets and drainage structures shall be 4200 psi at ��``r \ - 28 days. / `� roil \� \ 8 en k I shall t b ' \ \ \ WWMN \ ,\ z I \ CP \ - . If rock is countered in the trench roc spoil s a no a used S' 49.15't70" - 8.49' _ in the upper 1.5 feet of the trench. , i y� .ti ✓ r 05 / \ \ OQ! I I� AVEM NF - 9• operations, pavement installation, etc. shall �'' � W All earthwork . w conform to the Geotechnical Exploration recommendations. \S40`45'35" i S4� 5'�}�� \ EX. ,5' PRIVATE ACCESS & _. P 14.06'. , 0 .21 ,, P EASEMENT 1 / - \ 0. Trees shall remain unless specified otherwise on the C - -- Landscape Plan or approved b the owner. I. CA G \ ! ! / `03 36 W \ - -- P PP Y COT \� I,' -, - -- �\Ay Uev ___-- L J 63 ��s/o .\c,ry�F aCC ', ti 1 g•8$ / G 1 Ply A E 'T \ a ti BL 0C�PT�IVLITA ASEMENTS� Ek �J�`EX. PAVEMENTP HE l e E \` n �+ �S -PR ATE( AC CESSID& V Vp q TES, C 0 J ° \ l \ L, q K / i a� - B fC UTILITY EASEMENT N! F q 3 Y 1 ,. \ I V x z \ / ! J 1 � o ock / \ 663 ' py -, r r U 0' p�� 3 1 p qS\ r \ y L 4R B \ { n LOC 1 Y PHASE 1 i =�a c�s`N PG. 27 E . ACCESS ,/ P EASEMENT /�A[��r \{. VOL. 36 3, PG. 313 ,} 7 •.( 4' 4 s5 REVISIONS & ISSUE DATES 1 I 84.5 RETA WANING GRADING PLAN _ REVIEWED FOR razm rE I GATEWA 2% Y CENTER — PHASE 2C CITY OF COLLEGE STATION BRAZOS COUNTY 13 BROCKETTE ; DAMS • DRAKE , inc. Qc)consulting engineers Civil & Structural Engineering - Surveying AI AA North Central Expressway; Suite 110 Dollos,Texas 75204 SECTION A -A (214)824-3647, fax (214) 8, 4-7064 ' N.T.S. FILE NO. THIS DOCUMENT IS RELEASED FOR THE PURPOSE DESIGN DRAWN DATE SCALE NOTES OF INTERIM REVIEW E UNDER 7 HE A 1' 2/ITY OF C06078 C 6 JAMES A. RILEY, JAR BDD 02/13/07 1"=50' BDD IT IS NOT TO BE USED FORONSTRUCTION, ...r BIDDING, OR PERMIT PURPOSES. CC MAR 0 6 2007 COLLEGE STATION DEVEELOK NT SENICES U 0 � CON . TO EXIS . FLEX24"=278.3FL15"=279.26 U0 FL12=279.51 24 HDPE Ex. 20' PUBLIC FL1; B IN 15", PVC FLEX24"=277.84 UTILITY EASEME T 1 *55•26", W FL15=278.21 - = .�" E E� E �� E�1,- _V I =1•2 - T- T- T T- L 8. G- G G G- G G G G 1 : - ,.1 LOT 1, BLOCK 1 1: THE GATEWAY PHASE 2 VOL. 5809, PG. 70-71 EX. 20' SLOPE EASEMENT 1 --+ E .'20' . PUBLIC VOL. 4974, PG. 289 EX:` 15' PUBLIC 1 �- TTLITY EASEMENT 10.35 UTTER ,EASEMENT 1 ',I - - - - - - - - - - . -I- N 49015'12" E - 707.18' 1 135. �i E f XE F2 -W �E� R T T T T T T T T T T _ T > G G-B..G G G G G G G G G G- c� �- G G_ - G } ���--------------- =- T --�-- -T.. �EXWW"MH 5 -- 12 PVC SDR 35)_ , �, _ - _ _ - I RIM=276.20� 1 " S� ---- --� - - - - - - - �I - - r 1 +34.37 L ' B1 FL 8"=263.09 f _ W I I CONN TOE \ V JUNCTION ENCH DRAIN %fj! 11+11.1 rx'"PrPE \ �; S - J TOP=282 70 m . i' FLU 280.70 CONST 4 'BEND TRENCH DRAIN r 1 33'01.2q• FLEX24 = 77- ' �f may' } \ 1 R-275.00' 11 IREMOVE 113 LF. OF TOP=281.80 = L-152.71' V F1 EXIST 30" HDPE FL=279.80 I 1 \ ` pH- 3='24"wy a~, � FF=285.00 FF=286.00 I' - ~ 0 i' ' EX. 20 UTILITY--'� I C4 EASEMENT � l FF= 287.00 F13 1 FF= 283. 00 FF- 281. 00 1 �83s'3e" ,. F F= 2 8 5.0 0 z moo, 1 , 117-48' I �\ o» :1; ;'` FF-285.00 CHIN '37"W \ EX. VARIABLE WIDTH ' PRIVATE ACCESS ` / 00. LINE " 1" EASEMENT "C" / \ \ \ VOL. 5779, PG. 186 M EXIS � 1 LU N TO EX 3 PE / 8.26 LIN NST 60' -, - .- - - - - LOT 1 _ - I _ -.� - - - - -.-L-LIVANBLOCK 1 . - .�;�=L.� �--s„;THE GATEWAY PHASE 3�'\ ------------�----------- -- ------ � VOL. 6372, PG. 139 / '- II 0-2,V47020" - ' / {' R 373.00 L=161.38' .I CH-N32'40'58"W ,5 Z. N 41 3 ► E i ` �� 7. 1 N 4815 ' L� I tr:R= ' PUBS A&114 / a of c ' , tE w/ \ 324 / ' 9 0 63 pry qs �q \ s \ J� 139 \ WWMH IM=296.09 / m Q .aS0, cva I. �� \\ \ �� \� /yl l / `` '•�, ENT / \ Gq OT /NG Te C / N 49`14'25" 31.50' ::_� ::I-- S 4915'00" W - 158.49, 14.06' / UcR11, Q/ � VryrF PG, yq79 Ea\q5 FcMce�SN S r � ' C ZY,P 6 , G B q N/ Fk 0 / / 366 , P , 2 . l / / o OC CK / \ 3 NA \, , � / (� o �� � 3 1 / P SE R 7 �i Exist 22'r Water - ........................--....------.....__.._._._........_ Exist 8" W. W. - - RIM=272.20 LEX. VARIABLE WIDTH FL 8"=261.90 PUBLIC UTILITY EASEMENT mma � I I I I I WI I �I X I ( W _ LOT 11, BLOCK 1 (` I J THE GATEWAY PHASE 1 I VOL. 4998, PG. 262 EX. 35' PRIVATE ACCESS & PUBLIC UTILITY EASEMENT 00 Li " I HDPE I �0, I �. I r I loom FLOODPL L------ ± - -- - - A I ['EX. 10 PAJBLIC UTILITY EASEMENT c �� I �4 11 I w I EX. T-- � tVi I � N I X I F� W � III j p- I LOT 11, BLOCK 1 I III I I � I \ N \ VEME 1W , \\� \ EX. 15' PRIVATE ACCESS & 5! •`� ` P EASEMENT 19.88- -rl l E. Ply ATE C ss'P B�O' CI ASEMENT � I \\ 2� I EX. PAVEMEN_ f j--EX. VARIABLE WIDTH \ --PRT7ATE ACCESS & �` \--121 IRLIC UTILITY EA 3EMENT \ \ to LL• 3 s Sf IA c � L 4R BLOC 1 Ark- Ilort THE ATEWAY PHASE 1 C 7 �� ® F E ACCESS TyeOOT s / "%9 � EASEMENT G q, � \ A \ � VOL. 36 3, PG. 313 L T e C. �Wq COCK • s '� / \ `. 4998 Ay r 33. �X WWMH �a I � ,FL 8"(10UT)=268-31 0 50 100 _ Scale Factor: 1 "=50' LEQEND - Existing Curb Proposed Curb - Existing Storm Sewer - Proposed Storm Sewer GENERAL NOTES 1. All materials and construction shall conform to the City of College Station Standard Construction Details and Specifications, except as noted herein and approved by the City. 2. Contractor shall be responsible for maintaining trench safety requirements in accordance with City Standards, Texas State Law, and O.S.H.A. Standards for all excavation in excess of five feet in depth. 3. The location of all utilities located on these plans are taken from existing public records. The exact location and elevation of all public utilities must be determined by the Contractor. It shall be the duty of the Contractor to ascertain whether any additional facilities other than those shown on the plans may be present. 4. All storm sewer pipe 36" and smaller shall be HDPE pipe. All storm sewer pipe larger than 36" shall be Class III RCP. All drainage systems shall be installed per manufacture's recommendations. 5. Concrete for inlets and drainage structures shall be 4200 psi at 28 days. 6. Construction shall begin at downstream end of project and continue upstream with pipe grooves facing upstream. 7. Contractor shall protect all public utilities in the construction of this project. 8. If rock is encountered in the trench, rock soil shall not be used in the upper 1.5 feet of the trench. The upper 1.5 feet of the trench is to be backfilled only with quality topsoil. 9. See water and sonitary sewer plan for additional information reLAT.ed to 10 other utility construction. All trench backfill for public storm sewer shall be compacted as 11, required by the city. See MEP Plans for exact location and elevation of utilities at the building. TOPOGRAPHIC INFORMATION PROVIDED BY OTHERS REVISIONS & ISSUE DATES STORM SEWER PLAN GATEWAY CENTER - PHASE 2c CITY OF COLLEGE STATION BRAZOS COUNTY Q BROCKETTE ; DAMS • DRAKE , inc. C>aconsulting engineers Civil & Structural Engineering ' Surveying 4144 North Central Expressway, Suite 1160 Dallas,Texas 75204 I 24-7064 (214)824-3647, fax (214) � , FILE NO. 'MIS DOCUMENT IS RELEASED FOR THE P PURPOSE DESIGN DRAWN DATE SCALE NOTE'- OF INTERIM REVIEW UNDER THE AUTHORITYC06078 `7 JAMES A. RILEY, P.E. NO. 73231 ON 2/13/07. BDD 02�13/07 1"=50' BY IT IS NOT TO BE USED FOR CONSTRUCTION, JAR BIDDING, OR PERMIT PURPOSES. Fy i+i O �. U A �! O Q y� ti n- o O If -w 0OZ LL � V) F- EXISIING p ROU D m U n on .07 n -- -- --- _- _-- DPE on rn h t0 e II 0I II X O LNE NOTE: ALL STORM SEWER PIPE 36" AND SMALLER SHALL BE HDPE PIPE. ALL STORM SEWER PIPE LARGER THAN 36" SHALL BE CLASS III IRCP. ALL DRAINAGE SYSTEMS SHALL BE INSTALLED PER MANUFACTURE'S RECOMMENDATIONS. TOPOGRAPHIC INFORMATION PROVIDED BY OTHERS a REVISIONS & ISSUE DATES STORM SEWER PROFILES ; GATEWAY CENTER — PHASE 2c n. 1 CITY OF COLLEGE STATION Cd a . "..'lie w..wA .ea BRAZOS COUNTY h C3 BROCKETTE -DAMS •DRAKE , inc. � 7 TA • a c�oconsulting engineers "11; EliCivil & Structural rngineering. Surveying 4144 North Central Expressway, Suite 1100 Dallas,Texas 75204 (214)824-3647, flx (214) 824-7064 NOTES FILE N0. DESIGN DRAWN DATE SCALE 02 13 07 H:1 _:6 BDD C04381 C 8 JAR BDD � V.1 - ��iir �$4Q)PI mA on m �; 0 i ai�'y�m '0 m N a7 i' y' 0 O a 0 0 0 �i CO O N _ Cat M it O +a N y v-i o N ON it LOT 1, BLOCK 1 LJ THE GATEWAY PHASE 2 VOL. 5809, PG. 70-71 EX. 20' SLOPE EASEMENT E '2V, PUBLIC VOL. 4974, PG. 289 EX_'A5' PUBLIC TILITY EASEMENT UTILITY-,EASEMENT----i EX. 20' PUBLIC ..UTILIT* E­A�3EIMENT ' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- I- - - - 277 .3 -5 W0- Z5- - L 1_—T ­1 T T T T T­ F-T G G G G G G G G F 4T '4�4�'r­­�.�, A T­_ T Ri vT d L -G G G G G T T --T ,T T T__K_ _T -7 X 0 G 7 LExist 1-2 Water ........................ ............ —Exist 8" V W. — — — — — — — — — — — — — — — — — — — — — — — RIM =272.20 LEX. VARIABLE WIDTH FL 8"=261.90 PUBLIC UTILITY EASEMENT r-, ,'I Tr-TR_ RIM =-276.2 4L 8"=263.09 tt- OIL f �` \ � � .. /�.,,,.r '"� I �I _ \ � . ``1 eft � 1�. � EI ° ' TI �/ ' m yl -PIPE INLET S11 CE ........ �RC33'01 24 PROTECTION -275.11W L-152.71 (TyP) k P4- Xm'240W WFF=285.00 FF=2,86.00 v.�. N �'A , C4 EX. 20' UTILITY .00 EASEMENT LOT 11, BLOCK 1 FF=287.00 m INLET THE GATEWAY PHASE 1 PROTECTIONVOL. 4998, PC. 262 EX, 35' PRIVATE ACCESS & (TYP) PUBLIC UTILITY EASEMENT & FF-28,3.00 FF=281.00 ' Z FF 285.00 mow FF-285.00 CaHO- 6 \\\\\\\\\ 77 WIDTH W 1�ivL T EX. VARIABLE WIDTH W PRIVATE ACCESS EASEMENT "C" ........ LJ u VOL. 5779, PG. 1 II 1 IIIIIIll1IllllllI'Hl1lIIIItlllllI 1 4 ------ - ----------- 1\ / t' A n n EROSION Q0NTRQL NOTES. VAN 100YR. FLOODPL tA. Nut, K 1 _"_4 - — — — — — — — — — — — - 41 — — — — — — — — — -- -- — — — — — — — — — __2 — — — — — — — — LOT 1, BLOC — 4a L 1. Refer to the City of College Station standard details THE GATEWAY PHASE 3 4V_1 0- v v _-J_ for erosion control details. VOL. 6372, PG. 139 - - - - - - - - - - - - - - - - - - - - - - - - 2. There are no on -site or adjacent surface waters. JBILIC EX. 10 um]W EASEMENT 3. There are no on -site or adjacent wetlands. If � V_ 4. Refer to landscape plan for soil stabilization. N, EX PA Ell D-2V47*20" R-373.00' N Y/ W X CH-MrWWW Z 4- 4-5 3' N 425"\E IT 31.50" 48 7v LOT 11, BLOCK 1 A6" to \>< 2 9, 2 3l- G) "Qc PIJ IlEX. RAVEME 60* PC Al, k) 139 ( co/,: WWM I.M_=29,6.09 ti­ 49-1 e000 ' W - 11�8r.49 0. 0' -1 , 1\ PA V - ­- '. - ,' __1) \1 . 15' PRIVATE ACCESS & S-40745350 ov EX 0 G) S49 55' 0`B=IJTUTY EASEMENT 14.06., '11.21 \ \ BU/ \ ! / / l l / J -.� `e S3 1 '03'31 CV "W P oc'� \ _ ��! ll-4,C V/s/ 7Z C 0,5 -�12 ON 17 \\ ly 4— 'J'q sE i CF,6. \/ �,A, Ao ® \\ �/ / o �\ k C' f / / E �C�SS� P.B0'�PT�IV TE LIT ASEMENT -13 �\ \ !! / �;� �, T \ ! \, / 6 \� -*`: ` q�V pq —EX. PAVEMENT 1/\\ \ �. �, Q o \ / ! ^�1-410vCP \ \ Ek pq V/ \ \'7 / ! Qc� q ��. \�� � 0 I— EX. VARIABLE WIDTH -PRMATE ACCESS & * \ �M / ��r`/ / ! o c� U q l (0 kHE PURI IC UTILITY EA EM N 36 7 Ock ev !! p q l l 3 P �'y / C• t' u C \ / , \, �,. /� 3LOTS--� R 4R, BLOC 1 sE ` /® rIt THE ATEW Y PHASE 1 %-3- VOI 375 PG. 27 ro RS/ry to Y F ` ` �/ / ! \� �`A P_ 9? EX.-30-PRIVAIE ACCESS EASEMENT ko, UBLIG "'T" ITY �%yVOL. i6a3','_PG. 313 It Pv • 1P �Ok 0 0 X WWMH \79.51 v,,� .%/l - � � v� /\ k BUt�DtN \ \ ' 8 pq 6 L 8"(OUT)=269,31 THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF J AMES A. RILEY, P.E. NO. 73231 ON 2/13/07. IT IS NOT TO BE USED FOR CONSTRUCTION, BIDDING, OR PERMIT PURPOSES. 0 50 100 I 15s, I F Scale Factor: 1"=50' LEGEND - -50— Existing Contour Proposed Contour Flow Arrow m Im m Im Lq im - Slit Fence V q dog - Inlet Protection - Stabilized Construction Entrance COLAPLIANC MAR 0 6 2007 COLLEGE STATION ENGINEERING TOPOGRAPHIC INFORMATION PROVIDED BY OTHERS mn m Gi k c. a, a� �-IV ba0 6 u �w� 5 om" a1 .N 4)�o2 o o at x p, a-, 0 �400 0 ~ 0-P CV o'~O� a2x w• 4 5 a�oa�i U OFF VERTICAL SAWCUT T= PAVEMENT THICKNESS 3/8" WIDE MIN. TOP 1/4" NO SEALANT SEALING COMPOUND SAWED GROOVES N rZ 1 1 2 FIRST POUR �� N jj SECOND POUR' ~ . • • . • T/3 T. 1 2" NO. 3 BARS ON 18" O.C.E.W. LAP BARS 30 DIA. & TIE CONSTRUCTION JOINT N.T.S. 24" NO. 5 SMOOTH DOWEL 16" DOWEL COATING 2" MIN. TOP 1 /4" NO / - SEALANT SEALING COMPOUND 3/4" 1 1 /4" MIN. CLEARANCE 1 11" MIN. DOWEL SLEEVE (CLOSED END) TO FIT DOWEL AND BE —SECURED TO BE INSTALLED 2' C-C REDWOOD EXPANSION JOINT FILLER N0. 3 BARS ON 18" CTRS. EA. WAY NOTE: DOWELS AND REINFORCING BARS SHALL BE SUPPORTED BY AN APPROVED DEVICE. EXPANSION JOINT N.T.S. MAXIMUM SPACING IS 60' CTRS. (TYP.) VERTICAL SAW CUT T= PAVEMENT THICKNESS 3/8" WIDE MIN. TOP 1/4" NO SEALANT SEALING COMPOUN� NO. 3 BARS ON 18' CTRS. EA. WAY SAWED DUMMY (CONTROL) JOINT N.T.S. MAXIMUM SPACING IS 15' CTRS. (TYP.) SAWCUT FULL DEPTH & CURB & GUTTER 9"-15" 24" LUBRICATED SMOOTH NO. 6 DOWEL BAR TOP 1/4" NO VERTICAL SAW, SEALING COMPOUND CUT 3/8" MIN. HOT POURED RUBBER ' I JOINT SEALING COMPOUND - — PROPOSED PAVEMENT EXISTING PAVEMENT V-3" MIN. TO CENTER, 6 INCHES OFF TIE BARS. NOTE: DOWELS AND REINFORCING BARS SHALL BE SUPPORTED BY AN APPROVED DEVICE. LONGITUDINAL BUTT JOINT N.T.S. NOTES: 1. NO. 5 SMOOTH DOWEL BAR MAY BE USED IN 5 INCH AND 6 INCH PAVEMENT THICKNESS.2. LONGITUDINAL BUT CONSTRUCTION MAY )).�1� -�! gyp, Q 3. LONGITUDINAL EL BARSL HINGED IN °BE DRILLED JOINT PAVEMENT T���% OS�t7A��1�(1) FOOT CENTER LLY BY USE OF A MECHANICAL RIG. 4. DRILLED BY HAND IS NOT ACCEPTABLE, PUSHING DOWEL BARS INTO GREEN CONCRETE NOT ACCEPTABLE. �(1:1L MAX) —ice emuin yr �I ki:1z MAXJROPOGPn rlIRR ACCESS WAY ,PLAN _(1: 12 MAX WIDTH OF 1:12 MAX PROPO' ACCESS WAY 1-12 r, I 6" PROPOSED 6" GUTTER ELEVATION HANDICAP RAMP N.T.S. NOTES: 1. Textures shall consist of exposed crushed stone aggregate, roughened concrete, rubber, raised abrasive strips, or grooves extending the full width and depth of the curb ramp. Surfaces that are raised, etched, or grooved in a way that would allow water to accumulate are prohibited. 2. For purposes of warning, the full width and depth of curb ramps shall have a light reflective value and texture that significantly contrasts with that of adjoining pedestrian routes. CURB NSTRUC11ON NOTES — SILT 1. Steel posts which support the silt fence shall be installed on a slight angle toward the anticipated runoff source. The post must be embedded a minimum of one foot. 2. The toe of the silt fence shall be trenched in with a spade or mechanical trencher, so that the downslope face of the trench is flat and perpendicular to the line of flow. Where fence cannot be trenched in (e.g. pavement), weight fabric flap with washed gravel on the uphill side to prevent flow under fence. 3. The trench must be a minimum of 6 inches deep and 6 inches wide to allow for the silt fence fabric to be laid in the ground and backfilled with compacted material. 4. Silt fence shall be securely fastened to each steel support post or to woven wire, which is in turn attached to the steel support post. There shall be a 6 inch double overlap, securely fastened where ends of fabric meet. 5. Inspection shall be made weekly or after each rainfall. Repair or replacement shall be made promptly as needed. 6. Silt fence shall be removed when the site is completely stabilized so as not to block or impede storm flow or drainage. 7. Accumulated silt shall be removed when it reached a depth of 6 inches. The silt shall be disposed of at an approved site and in such a manner as to not contribute to additional siltation. Silt Fence — (Min. Height 24" Above Exist. Ground) Stones Steel Fence Post 6' Max. Spacing 1' Min. Embedment Cut -Away To Show Wire Mesh Backing Support i 6 Min. F�o� I I I) III Fabric Toe -In I' Trench. I (Backfilled�n & Compacted) 6 SILT FENCE DETAIL N.T.S. 6"C.I. Pipe concrete filled Paint Reflective Yellow 4' 0 concrete 1 1 /2" mound concrete to smooth surface O I Finish Grade 12"-�.---..-I 4 BOLLARD DETAIL N.T.S. 50.0, NOTES: Grade to prevent runoff from leaving site 1. Stone shall be 3 to 5 inch diameter crushed rock or acceptable crushed Portland Cement Concrete. s"- paved surface min.; 2. When necessary, vehicles shall be cleaned to remove 11LJI�_ i�III�-' iif_IIF" sediment prior to entrance onto a public roadway. Filter Fabric j When washing is required, it shall be done on a area Existing Grade stabilized with crushed stone with drainage flowing away PROFILE VIEW form both the street and the stabilized entrance. All sediment shall be prevented from entering any storm drain, ditch or watercourse using approved methods. grade to drain away right—of—way 3. The entrance shall maintained in a condition which from stabilized and street paved surface will prevent tracking or flowing of sediment onto paved surfaces. This may require periodic top dressing with additional stone a conditions demand. All sediment1 r� spilled, dropped, washed or tracked onto paved surfaces,3 must be removed immediately. o �r s ;..�` Triltion to paved surface 4. The entrance must be properly graded or incorporate a drainage swale to prevent runoff from leaving the construction so.o' as site. drainage must flow away from entrance PLAN VIEW STABILIZED CONSTRUCTION ENTRANCE N.T.S. CONCRETE BLOCK —CURB It" r,- CONCRETE —WIRE S, \--- GRAVEL FIL CURB INLET PROTECTION BLOCK AND GRAVEL PROTECTION Concrete blocks are to be placed on their sides in a single row around the perimeter of the inlet , with ends abutting . Opening in the blocks should face outward , not upward . wire mesh shall then be placed over the outside face of the blocks covering the holes . Filter stone shall then be piled against the wire mesh to the top of the blocks with the base of the stone being a minimum of 18 inches from the blocks . Periodically , when the stone filter becomes clogged , the stone must be removed and cleaned in a proper manner or replaced with new stone and piled back against the wire mesh . WIRE SCREEN GRAVEL FILTER --,.-,,-TE BLOCK—-` GRATE INLET PROTECTION I 0 (I 1 { I LOT 1, BLOCK 1 THE GATEWAY PHASE 2 VOL. 5809, PG. 70-71 EX. 2 VOL. i EX. 20' PUBLIC ------------------------ i UTILITY EASEMENT s n W " N 49015 12 E -- 707.18 • 5926 W E E E E EE E— E E EIk E E E— E XF }� E E E— T .S 21 T T T T T T T T T T T T T T T T T FL 8' G ---- G — G — G — G G G G — G G = G =-CER—i�'— — _ G — —G = — — — — — — — — — — — — — — / 2-4" CONDUITS — 2" CONDUIT T 2" CONDUIT !l� } -EX. 18" PIP `-� l.Cli•• ^3" - — } } f e 2-4" CONDUITS ( �=33*01'24* } }R=275.00' + 1� �t V L=152.71'- �CH=3'01.24"w FF=286.00 ,r'` �T --} FF= 285. 00 Y } } ( },V T } } FF= 287.00 l } Srf } } } LF1 v D 48'38'38" -- y t-225.00' }112.48'-285.00 CHFN3 'S6'37"W } . ? & 3LE WIDTH CCESS 'i,� PG. 186 ( } I6. i VAN -16-J&H OCK1 ! -- / ( o � - - - - - - - - - - - - - - - - PHASE 3 } / • � ` PG. 139 j i __---- it�� \ ------- �� _ - SEE NOTE 6 2'-0" 1 3/4" X 1 3/4" SQUARE TUBE 14 GAUGE, 10' LONG QUIK PUNCH POLE 5/16" CORN[ BOLT & NUT CURB AND GUTTER STREET ANCHOR (30" X 2" X 2") ANCHOR SLEEVE (18" X 2.25" X 2.25") 2000 PSI _ CONCRETE 4' M A X DRIVE RIVETS (3/8") W/ 3/8" PLASTIC WASHER c BOTTOM OF SIGN 0 1 N OPOSED GRADE 6.. 12" MI DUCT TAPE BOTTOM & SIDES TYP.& ANCHOR TO PREVENT CO r SIGN POST DETAIL N.T.S. FRANCHISE UTILITY PLAN SCALE: 1 =40 Ir RESERVED PARKING VAN -ACCESSIBLE TOPOGRAPHIC INFORMATION PROVIDED BY OTHERS REVISIONS & ISSUE DATES o U COLORS: DETAILS / FRANCHISE UTILITY PLAN LETTERS AND BORDER- GREEN SYMBOL BLUE BACKGROUND GATEWAY CENTER — PHASE 2c SIGN BACKK GROUNN D-WHITE NOTES: CITY OF COLLEGE STATION 1. SPACING BETWEEN LETTERS, COLORS, AND PROCESSES BRAZOS COUNTY SHALL CONFORM STANDARD HIGHWAY AND SIGN DESIGNS FOR TEXAS. 2. INSTALL WHERE INDICATED ON PLANS. C3 BROCKETTE DAMS DRAKE , inc. i OF SLEEVE 3. VAN -ACCESSIBLE SIGNAGE ON VAN SPACES ONLY. > => c 0n SU I t I n g engineers ICRETE INFLOW Civil & Structural Engineering- Surveying TYPICAL SIGNAGE DETAIL 4144 North Central Expressway, Suite 1100 Dallas,Texas 75204 (214)824-3647, fax (214) 824-7064 N.T.S. THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF DESIGN DRAWN DATE SCALE NOTES FILE NO. JAMES A. RILEY, P.E. NO. 73231 ON 2/13/07. IT IS NOT TO BE USED FOR CONSTRUCTION, C 11 BIDDING, OR PERMIT PURPOSES. JAR BDD 02/13/07 NONE BDD C06078 i 0 H ui +•� v 0A a co4) m O op m x0ri 0 Awb 1 yOm .j �.00 O yM 0 0 oa)�. moo � m � O 'E 4j 0.2 A 0� OE. 4 P STRUCTURAL NON-STRUCTURAL AREAS I AREAS ZRENCH WIDTH 6" SALVAGE TOPSOIL (CLASS V) EXCAVATED EXISTING OR PROPOSED SURFACE ea - ' COMPACTION IN FINAL BACKFILL ZONE {" ` ti:� A.:='. : m COMPACTION OF ALL FILL SHALL BE AT A MOISTURE CONTENT EQUAL TO OPTIMUM AND UP TO A 4% ABOVE OPTIMUM. EACH LIFT SHALL NOT EXCEED 6" COMPACTED THICKNESS. • . j" ; /f MAX. se Q Y Y COMPACTION IN INITIAL BACKFILL ZONE = , \•,; .''`' ° �',� N U USE HAND TAMPERS OR IMPACT TAMPERS TO ACHIEVE DENSITY. MAINTAIN MOISTURE Q CONTENT NEAR OPTIMUM TO MINIMIZE COMPACTIVE EFFORT. AVOID CONTACT WITH PIPE AND MAINTAIN A MINIMUM OF 6 COVER OVER PIPE CROWN WHEN USING SMALL ��� ` ` \! �`r: Q MECHANICAL COMPACTORS. orf J- f,,;N�, f- �i€� ° ;✓ `'ti INSTALL AND COMPACT IN 6" MAX. Q�P� Haunch LAYERS. WORK IN AROUND PIPE BY Zone HAND TO PROVIDE UNIFORM SUPPORT. 4INSTALL AND COMPACT " Beddin g Min. IN 6" MAX LAYERS. LEVEL FINAL GRADE BY HAND. f WHERE THE TRENCH BOTTOM IS UNSTABLE, 8" MIN. TYP. EXCAVATE TO A DEPTH AS REQUIRED BY THE 12" MAX B or U ENGINEER AND REPLACE WITH A FOUNDATION OF TYPE D MATERIAL. PLACE AND COMPACT SEE NOTE 1 TO ACHIEVE 85% MOD. PROCTOR DENSITY. THIS ITEM SHALL CONSTITUTE "EXTRA WORK" AND SHALL BE PAID FOR AS EXCAVATION. TYPICAL WATER AND SEWER TRENCH DETAIL FOR PVC. DIP. AND TYPE K COPPER TRENCH AND EMBEDMENT TO BE SUBSIDIARY TO MAIN AND SERVICE LINE BID ITEMS. NOTE 1: UNDER NORMAL CIRCUMSTANCES THE CONTRACTOR SHALL USE TYPE B MATERIAL FOR BEDDING AND HAUNCH ZONES. ONLY WITH THE PERMISSION AND AT THE DIRECTION OF THE ENGINEER SHALL THE CONTRACTOR USE TYPE D MATERIAL AS SHOWN. NOTE 2: BACKFILL AND STRUCTURES- WHEN STRUCTURES (MANHOLES, INLETS, JUNCTION BOXES, ETC.) ARE WITHIN STRUCTURAL AREAS (AS DEFINED ON THIS SHEET) CEMENT STABILIZED SAND BACKFILL SHALL BE REQUIRED. USE CLASS III MATERIAL IN ALL OTHER AREAS. ASTM D2321 - 89 CLASSES OF EMBEDMENT & BACKFILL MATERIALS CLASS 1A: ANGULAR, CRUSHED ROCK, NO FINES. CLASS 1 B: ANGULAR, CRUSHED ROCK AND SAND, WELL GRADED TO MINIMIZE MIGRATION OF ADJACENT SOILS. LITTLE OR NO FINES. CLASS II: COURSE GRAINED SOILS, CLEAN. NATIVE SOILS FROM THE TRENCH GENERALLY DO NOT MEET THIS REQUIREMENT. THE CONTRACTOR MAY USE NATIVE MATERIALS FROM THE TRENCH ONLY AFTER PROVIDING SOILS LABORATORY TEST DEMONSTRATING COMPLIANCE. CLASS III: COURSE GRAINED SOILS WITH FINES. NATIVE SOILS FROM TRENCH GENERALLY DO NOT MEET THIS REQUIREMENT. THE CONTRACTOR MAY USE NATIVE MATERIALS FROM THE TRENCH ONLY AFTER PROVIDING SOILS LABORATORY TEST DEMONSTRATING COMPLIANCE. BANK RUN SAND GENERALLY MEETS THIS REQUIREMENT. CLASS IV A: SELECT MATERIAL FROM THE TRENCH CONSISTING OF FINE-GRAINED SOILS (INORGANIC). INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY, GRAVELY CLAYS, SANDY CLAYS, SILTY CLAYS, LEAR CLAYS. THIS MATERIAL MUST HAVE A LIQUID LIMIT <50 AND A PLASTICITY INDEX >7 AND >"A" LINE. SEE SPECIFICATION (ASTM D2321-89) FOR DETAILS. CLASS IV B: SELECT MATERIAL FROM THE TRENCH CONSISTING OF FINE GRAINED SOILS (INORGANIC). INORGANIC CLAYS OF MEDIUM TO HIGH PLASTICITY, FAT CLAYS, INORGANIC SILTS, FINE SANDY OR SILTY SOILS, PLASTIC SILTS. CLASS V: ORGANIC SOILS. MATERIAL FROM THE TRENCH WHICH DOES NOT MEET THE REQUIREMENTS ABOVE. ALL ROCKS, LUMPS AND CLODS MUST BE REMOVED FROM T THIS MATERIAL PRIOR TO PLACEMENT IN THE TRENCH. THIS MATERIAL IS ONLY APPROPRIATE FOR TOPSOIL IN THE NON-STRUCTURAL TRENCH. STRUCTURAL AREA DEFINITION STRUCTURAL AREAS INCLUDE ALL PAVED AREAS (SIDEWALKS, STREETS, ALLEYS, DRIVEWAYS AND PARKING AREAS) AND SHALL EXTEND 5' BEYOND THE CURB LINE. WHERE ANY PORTION OF THE UTILITY TRENCH LIES UNDER A PAVED AREA, THE ENTIRE WIDTH OF THE TRENCH SHALL REQUIRE CEMENT STABILIZED BACKFILL. 41 J 5' ,. B/C PAVEMENT AREAS ,YS, DRIVEWAYS, & PARKING LOTS (EXISTING OR PROPOSED) B/C STRUCTURAL AREA DEFINITION STRUCTURAL AREAS INCLUDE ALL PAVED AREAS (SIDEWALKS, STREETS, ALLEYS, DRIVEWAYS AND PARKING AREAS) AND SHALL EXTEND 5' BEYOND THE CURB LINE. WHERE ANY PORTION OF THE UTILITY TRENCH LIES UNDER A PAVED AREA THE ENTIRE WIDTH OF THE TRENCH SHALL REQUIRE CEMENT STABILIZED BACKFILL. BACKFILL MATERIAL LEGEND Immm CLASS OF MAnMAL COMP'AC71ON REQUIRE ENTS PER ASTM D2321-89 STRUCTURAL NON-STRUCTURAL 95% MAX. PER ASTM 85% MAX. PER ASTM IV IV ® A or B D1557 @ 0 TO 4% D1557 @ 0 TO 4% WET OF OPT. MOISTURE WET OF OPT. MOISTURE or Q 95% MAX. PER ASTM D1557 @ 0 TO 4% 85% MAX. PER ASTM D1557 @ 0 TO 4% WET OF OPT, MOISTURE WET OF OPT. MOISTURE CEMENT STABILIZED SAND 95% MAX. PER ASTM 95% MAX. PER ASTM (SEE SPECIFICATION THIS D558 @ 0 TO 2% D558 @ 0 TO 2% SHEET) WET OF OPT. MOISTURE WET OF OPT. MOISTURE 95% MAX. PER ASTM 85% MAX. PER ASTM Q 1 A or 113 D1557 @ 0 TO 4% D1557 @ 0 TO 4% WET OF OPT. MOISTURE WET OF OPT. MOISTURE TESTING ONE TEST PER 200' REQUIREMENTS OF TRENCH PER 2' OF FILL CEMENT STABILIZED BACKFILL SPECIFICATIONS DESCRIPTION THIS ITEM SHALL GOVERN THE MIXING AND PLACEMENT OF CEMENT STABILIZED SAND AS A TRENCH BACKFILL MATERIAL OR BEDDING MATERIAL IN CONFORMITY WITH THE TYPICAL SECTIONS SHOWN ON THE PLANS OR AS DESCRIBED IN THE SPECIAL PROVISIONS. MATERIALS A. CEMENT: TYPE 1 PORTLAND CEMENT CONFORMING TO ASTM C150.. B. SAND: CLEAN DURABLE SAND MEETING GRADING REQUIREMENTS FOR LINE AGGREGATES OF ASTM C33, AND THE FOLLOWING REQUIREMENTS: 1. CLASSIFIED AS SW, SP OR SM BY THE UNITED SOIL CLASSIFICATION SYSTEM OF ASTM D2487. 2. DELETERIOUS MATERIALS: (A) CLAY LUMPS, ASTM C142; LESS THAN 0.5 PERCENT. (B) LIGHTWEIGHT PIECES, ASTM C123; LESS THAN 5.0 PERCENT. (C) ORGANIC IMPURITIES, ASTM C40; COLOR NO DARKER THAN THE STANDARD COLOR. (D) PLASTICITY INDEX OF 4 OR LESS WHEN TESTED IN ACCORDANCE WITH ASTM D 4318. C. WATER: POTABLE WATER, FREE OF OILS, ACIDS, ALKALIES, ORGANIC MATTER OR OTHER DELETERIOUS SUBSTANCES, MEETING REQUIREMENTS OF ASTM C94. DESIGN REQUIREMENTS DESIGN SAND -CEMENT MIXTURE TO PRODUCE A MINIMUM UNCONFINED COMPRESSIVE STRENGTH OF 50 POUNDS PER SQUARE INCH IN 48 HOURS AND 100 POUNDS PER SQUARE INCH IN 7 DAYS WHEN COMPACTED TO 95% IN ACCORDANCE WITH ASTM D558 AND WHEN CURED IN ACCORDANCE WITH ASTM D1632, AND TESTED IN ACCORDANCE WITH ASTM D1633. MIX FOR GENERAL USE SHALL CONTAIN A MINIMUM OF 1-'/ INCH SOCKS OF CEMENT PER CUBIC YARD. MIX FOR USE AS SANITARY SEWER EMBEDMENT WITHIN 9 FEET OF WATERLINES SHALL CONTAIN 2 SOCKS OF CEMENT PER CUBIC YARD. COMPACT MIX WITH A MOISTURE CONTENT BETWEEN 0% AND 2% ABOVE OPTIMUM. MIXING MATERIALS: A. THOROUGHLY MIX SAND, CEMENT AND WATER IN PROPORTIONS OF THE MIX DESIGN USING A PUG MILL -TYPE MIXER. THE PLANT SHALL BE EQUIPPED WITH AUTOMATIC WEIGHT CONTROLS TO ENSURE CORRECT MIX PROPORTIONS. B. STAMP BATCH TICKET AT PLANT WITH TIME OF LOADING DIRECTLY AFTER MIXING. MATERIAL NOT PLACED AND COMPACTED WITHIN 4 HOURS AFTER MIXING SHALL BE REJECTED. PLACING: A. PLACE SAND -CEMENT MIXTURE IN 8-INCH-THICK LIFTS AND COMPACT TO 95 PERCENT OF ASTM D558, UNLESS OTHERWISE SPECIFIED. THE MOISTURE CONTENT DURING COMPACTION SHALL BE BETWEEN 0% AND 2% ABOVE OPTIMUM. PERFORM AND COMPLETE COMPACTION OF SAND -CEMENT MIXTURE WITH 4 HOURS AFTER ADDITION OF WATER TO MIX AT THE PLANT. B. DO NOT PLACE OR COMPACT SAND -CEMENT MIXTURE IN STAND OR FREE WATER. FIELD QUALITY CONTROL: A. MIXING PLANT INSPECTIONS WILL BE PERFORMED PERIODICALLY. MATERIAL SAMPLES WILL BE OBTAINED AND TESTED IF THERE IS EVIDENCE OF CHANGE IN MATERIAL CHARACTERISTIC. B. RANDOM SAMPLES OF DELIVERED PRODUCE WILL BE TAKEN IN THE FIELD AT POINT OF DELIVERY FOR EACH DAY OF PLACEMENT IN A WORK AREA. SPECIMENS WILL BE PREPARED IN ACCORDANCE WITH ASTM D1532 AND TESTED FOR 48-HOUR COMPRESSIVE STRENGTH IN ACCORDANCE WITH ASTM D1633. C. THE CEMENT CONTENT WILL BE CHECKED ON SAMPLES OBTAINED IN THE FIELD WHENEVER THERE ARE APPARENT CHANGES IN THE MIX PROPERTIES. MEASUREMENT AND PAYMENT NO DIRECT PAYMENT WILL BE MADE FOR CEMENT STABILIZED SAND UNDER THIS ITEM. PAYMENT FOR CEMENT STABILIZED SAND SHOULD BE INCLUDED IN THE UNIT PRICE FOR THE APPLICABLE UTILITY OR STRUCTURE INSTALLATION. MAXIMUM DEPTH CHART USING TYPICAL WATER AND SEWER TRENCH DETAIL (SEE DETAIL THIS SHEET) SEWER LINE WATER LINE SPEC. D3034 D2241 C905 C900/C909 SDR 26 26 25 14 CLASS NC 160 f 165 200 SIZE MAXIMUM DEPTH OF BURY (FEET) 4" 81.3 76.3 NA 219.3 6" 54.5 51.5 NA 152.5 8" 40.7 39.7 NA 116.7 10" 33.5 32.8 NA 95.6 12" 28.5 28 NA 81 14" NA 25.7 24.7 NA 15" 23.3 NA NA NA 16" NA NA 21.8 NA 18" NA 20.5 19.9 NA 20" NA NA 18.2 NA 24" NA NA 15.9 NA 30" NA NA NA NA 36" NA NA NA NA TOPOGRAPHIC INFORMATION PROVIDED BY OTHERS REVISIONS & ISSUE DATES o U DETAILS 2 C 0 GATEWAY CENTER - PHASE 2c 0, CITY OF COLLEGE STATION 0 BRAZOS COUNTY a E:3 BROCKETTE • DAVIS • DRAKE , inc. d c oaconsulting engineers Civil & Structural Engineering • Surveying 4144 North Central Expressway, Suite 1100 Dallas,Texas 75204 0 (214)824-3647, fax (214) 824-7064 O THIS DOCUMENT IS RELEASED FOR THE PURPOSE DESIGN DRAWN DATE SCALE NOTES FILE N0. N OF INTERIM REVIEW UNDER THE AUTHORITY OF JAMES A. RILEY, P.E. NO. 73231 ON 2/13/07. IT IS NOT ,BIDDING, OROBE PERMITPD FOR PURPOSES. NSTRUCTION, JAR BDD 02/13/07 NONE BDD C06078 C 12 5 LO - I �ARIABLE EX. WID iTE PRIV ACCESS EASE ENT "C" LQ VOL. 779, PG. 18 28' steel AF - 65 KN AJ 112' m L `• S;yeul lzll� LG-28 106' 7F28 PHASE 2c 69,515 sq. ft. 5.00 RING (TYP.) OL @O )L U LO - 50 —RB - 1 EX. 20' PUBLIC UTILITY EASEMENT FF-287.00 -GM-2 -I'1ULGH RING (Tl'P. )L L ENHANCED PAVING Bike Rack - yd l RING GF - 1A M-2 EL - 33 AJ - 50 DD MG - 3 Gravel 82' Stee MG - 20 KR - 35 ' L LG - 77 a p a vk/C� IDOt. 121' Sleet 4' a 63�2� pT Y Eq ry Grove5' 51 L Stee Riverr Landscape Flan Ref: None Scale: 1"-30' North �7,, Verify all densions before construction. >° i; im NOTE: 100% coverage of groundcover, decorative paving, decorative rock, or perennial grass is required in parking lot islands, swales and drainage areas, the parking lot setback, rights -of -way, and adjacent property disturbed �a 1;I � _... .:_. �P ' teway Station PH2 - 05101S 2B GATE STA-min poins 1- -07.dwg, 2I13I20071.07• 00 PM, PDF PRINTER.pc3 L d FF-285.00 101 VOL. 4974, PG. i 289 I ORIENTATION MAP —a General Notes t 01. All Plant Material shall be pruned / shaped as per Landscape Architect after installation to remove any broken or damaged branches and to give uniformity of shape. PHAS[IE.uv.- 02. All Plant Material must be approved by the Landscape Architect before installation. 03. Verify all cipantities before installation.N. 04. Broken pieces of sod (smaller than 8" scpare) are not acceptable. FF--- 2 .00 05. All Crape Myrtle Trees are to be pruned up to expose 4' clear trunk(s). 06. Landscape Contractor is responsible for clearing any dirt or mud from public roadway. Landscape Contractor is also responsible for keeping the site clean during construction and plant installation. 07. All proposed "New Canopy Trees" shall be containerized. 05. An automatic irrigation system will cover the entire landscaped areas. Oq. Bedding Soil (flowerbeds) shall be prepared to a depth of 8 inches and. consist of 60% Sandy Loam Topsoil, 20% Black Humus, 10% Mushroom 41 Compost and 10% Red Shredded Mulch. 10. All flowerbeds shall be top dressed with a 3" layer of Black Humus or egyal. 11. Install 3' diameter mulch rings (3" thick) around all trees (canopy and non -canopy) which appear in lawn areas. n 12. All plant material is to be guaranteed for I full year. 13. Erosion control is recVired as needed and clean-up is included. i ii l 14. See Site Plan for topographic information, existing and proposed utilities, • - - - - I easements od 'scent land uses existing development r , J , g v pment and roadways. Y VAN Landscape Calculations phase 2b Required POINT CALCULATIONS Site - (2 parcels) 147, 776 / 1000 x 30 x 2 =867 Points Buffer -- NONE REQUIRED (Previously satisfied in Phase 1) Streetscope - 417' (Forest Drive) - 67' (driveways and visibility O X ! a Q ` triangles = 350' / 32' = 11 CawW Trees Regpired 0 TOTAL POINTS REQUIRED - $0867 Points �4 CANOPY TREE REQUIREMENT ! O 8,867 Total Points x 507. = 41434 Canopy Tree Points ReWired _ _ Proposed Landscaping NEW CANOPY TREES (container) 16 @ 300 Points (3y2' Cal.) = 4,800 Points 4,800 Points NEW NON -CANOPY TREES (container) 26 @ 40 Points = 1,040 Points 11040 Points SHRUBS (5 gal. or larger) 318 @ 10 Points = 31180 Points 31180 Points -- , SHRUBS (I gal.) 38 @ I Point = 38 Points Be Points TOTAL PROPOSED LANDSCAPING - q,056 Points Plant List - PHASE 2b KIr Q,a ttty Sipe C" mar, Name (ftUr cd Na"e) Point value Points Carerm" CWWW Trees BG 4 3&" Cal. Bald Cypress (Taxodium distuchum) 300 1,200 12/14' Ht., 4/5' 5p., Matched CP 6 3y2' Cal. 6'-0' Clear Trunk Min., Container Chinese Pistache (Pistachio chinensis) 300 1,500 12/14' Ht., 4/5' Sp., Matched LO 3 3y2' Cal. V -0' Clear Trunk Min., Container Live Oak (Quercus virgiona) 300 q00 12/14' Ht., 4/5' Sp., Matched RB 3 3y2" Cal. 6'-0' Clear Trunk Min., Container River ! Birch (Betula negra) 300 q00 12/14' Ht., 4/5' Sp., Matched Non-iAtlopy ,1.roes 0-0' Clear Trunk Min., Container CM O 26 2y2' Cal (ao Col.) Cra M rtle L rstroem[a indica 'Watermelon Red' ' ' � Y ( � ) 40 1,040 6/8 Ht., 3/4 Sp., 3-5 Canes, Matched, - Shrubs Min. Cane Dia = lya" KR 73 5 Gal_ Antigye Rose (Caldwell Pink) 10 730 18" Height Min., Rooted, Full EL O 101 I 5 Gal. Elaeognus (Elaeagnus ebbengii) 10 11010 24" Height Min., Rooted, Full FG O 2 1 Gat. Red Fountain Grass (Pennicetum setaceum Rubrum) 1 2 15" Height Min., Rooted, Full LG ® 109 5 Gal. Ligustrum (Ligustrum japonicum) 10 11090 36" Height Min., Rooted, Full IH 35 5 Gal. Indian Hawthorn (Rophiolepsis indica 'Clara') 10 350 15" Height Min., Rooted, Full a f MG ® 36 1 Gal. Maiden Grass (Miscanthus sinensis 'Grocillimus') 1 36 15" Height Min., R C*V" cover EVIEWE® FOTI AF qI I Gal. Asparagus Fern (Asparagus densiflorus 'Sprengeri') O 0 Pot Ful COMPLIANCE AJ 715 1 Gat. AR Asian Jasmine (Trochelospermum asiaticum) 0 0 Pot Full, 3 - 12" unners, min d 6 200l sod COLLEGE STATION �.. L Field Verify Solid Sod Bermuda 'Tiff 41cl' (Cynodon sp . 'Tiff 41q' O 0 ..V1"rti �T J�i P ) Weed Free, Whole i NEW TOTAL FOR PHASE 2b LANDSCAPING %058 Points Date: 12/07/06 Revisions: 12-11-06 - RBR 1-12-07 - BWL 1-26-07 - BWL 2-13-07 - BWL Sheet Number LS 1 Sheet I of 2