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HomeMy WebLinkAboutDrawingsz< I tI I I � ­ I - ----- . i I i .d A'1, . . .11, I ­ I I , I ) ! . -. ' METES AND BOUNDS DESCRIPTION OF ALL T �' • HAT CERTAIN TRACT OR PARCEL OF LAND LYING A E :.._ . AND BEING SITUATED IN THE ,, I,.._.._ CRAWFORD.BURNETT LEAGUE,'ABSTRAGTNO. 7, COLLEGE STATION BRAZOS COUNTY, TEXAS. SAID TRACT BEING A P T • .---_. - _.... ... . _ . r. _ :: - , .... _.._ __.. . _..:. .... .. ... _,... ......_._ OF A PALLED IOR.RR ACRE 12ACT AS DESCRIBED BY DEE ' -„ I �_ _ 11113 -, _ _ r _ m q I I 9 PS INVESTMENTS, LLC, RECORDED IN VOLUME A D I'O HEATH PHtLLt ,I. 7, PAGE 73 OF THE OFFICIAL PUT3LIC. 'CORDS OF BRAZOS COUNTY; TEXAS, AND A PORTION OF TIME REMAINDER OF A CALLED 2 l ACRE TRACT AS DESCRIBED 13Y A DEED TO COLLEGE STATION ISD RECORDED IN VOLUME 96,26, PAGE 76 OF THE OFFICIAL FUBL[C RECORIaS' . OF BRAZOS COUNTY, TEXAS. . . - S.AID TRACT BEING MORE PAFTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS:. . . .. ; ' .. . . I . BEGINNING _ ON ROD F D . AT A i/2 INCH IR FO ON TI]E EXTENSION Of TIIE SOUTHEAST LINE OF DEACON DRIVE W 35 R.O W. ( .) MARKING THE. NORTH CORNER OF BLOCK 12, THE BARB CIi S II SUBDIVISION, PHASE 10 t, ACCORDING TO THE PLAT RECORDED IN VOLUME 11191 PA F t 3 . . ,. G 2 oP T'IIE OFFICIAL PUBLIC RECORDS OF BI ZOS COUNTY, TEXAS; . _ , . - . h T , . , (; 1.,<._, .���R�.� �,:; .:1 - �I :r. h Tr.T>TNeE: s4 . „ . F . .. .,_ k , 7 45 43 f. ALONG III. COMMON LINT OF SAIQ REMAINDER OF [08.88 AGILE TRACT AND SAID BLOCK 12, A9 374.00 FEET PASS A I;. i, 1 _ .v: 1 1. INCH IRON ROD FOUND ON TIIE N RTITWEST L.TNE OF IlAYE5 LANE 50' R.O.W. MARKING THE WEST CO R q ( 1 RNER OF AID BLOCK 12,. . CON'T'INUE ON FOR A TOTAL DISTANCE OF 424.00 FEET TO THE SOUTHEAST LINE OF HAYES LANE AND THE NORTH CORNER OF BLOCK 1 . THE BARRACKS II SUBDIVISIONw,yw THE BARRACKS 11 SUBDIVISION, PHASE ll)1; . . .' a. PHASE 100 . . . . 10570/293 I'Ti1GNCE II: . TARO[ 1 S IAIND 8.8 FO. WING CALLS: . . IGl AID REN ER 1 10 8 ACRE TRACT R THE FOLT O . . ( . . „ . S 42 14 17 Ii EXTENSIO OF TIIE SOUTH . W ALONG TFI EAST LRJL OF IIAI ES LAT1) FOR A DIS TANCE OF 90.921 EET TO 11 BEGINNING . ., • OF A COUNTERCLOCKWISE CURVE I-TA47ING A RADIUS OF 25.00 FEET; i a .. .� A ... 5944 .. y1�•�• ... o,.,, -,,..,-...,.a, AEON " I, . G SAID CURVE THROUGH A CENTRAL ITRAL ANGLE OF 90' 00' 00" FOR AN ARC DISTANCE OF 39.27 FEET CHORD , - ,. .. , , , BEARS. S 02 45 4_ L % ,1y 44.9Ei 55.00' 55.00 55.00 55.00 55,00 55,00. 55.00. V80 55.00 55, 17 98.4 9 82.00 35.36 FEET) TO THE END OF SAID CURVE; . . lJ" - - . . ..___:. .-.._..... ._....___ -. _ __ .- _ -�-- -- _._..__. _.._. --_ .r__. _ -- ..__.._. _ - _' _ _ ..... . _.-. .._ ..-...•'/ Iy � i/...1 P.U.E,' 20' P.U.E. f I S 42_' 14' 17" W FOR A DISTANCE OF 50.00 FEET TO THE BEGINNING OF A COUNTERCLOCKWISE CURVE HAVING A RADIUS OF 25.00 FEET; . � (TYP.)' ) I 1 . . '�+.i .. AL ONG SAID CURVE -TROUGH A CENTRAL ANGLE OF 90' OO' 00" FOR AN ARC DISTANCE OF 39.27 FEFT (CHORD BEARS: . - .. _ ... W I -gin../ 1 r,l, ;: , r 1, i D E RS: S 8T 14' 17" _ , 35.36 PE -T) TO THE END OF SAID CURVE; . W <C/ ,j . . �: . 5' P.A.E. W ,W Li l W W W W W W W a / q N 4T 45' 43" W FOR A DISTANCE OF 50. 0 7 EE1"fd THE BEGINNING OF A COUNTERCLOCICWiSE CURVE RAVING A RADIUS OF 25.00 FEET rn - I'7 rC n ro BLOCK$ rr) to i� i•C r0 •d- jt ry . - . - ; - _.. _... _.. _ _- I l_4I _. �- .:. d- d- �1- .. .�- .. ,�- :I- tet• z1 d- � % f I c J _ I _ .- . -- P . II O O C a O . . Q O p o Q j - _ � rr? _ � cc ALONG SAID CURVE TTTROUGIT A CENTRAL ANCiT.,F_ OF 90' 00' 00" FOR AN ARC DISTANCE OF 2 FEET ' r - f� I f FF Jl)6.1 EARS. N 43 . Q� .. OI< OI- O1-' oI- OI- O�- OI oI-. C)(- • 40 rr C) (?); FF 306.1 i 39.7 (CHORD 02 45 I . . .. Q W - in In LO Il) i3 to $ In rn 1. (? L0 1'j N d- 1? � ry.r 1 .15.36 FEET') TO TIIE END OF SAID CURVE; . 'ja1 op 2 00 3 00 4 ,� . 5 . 06 6 05 7 ao ' . rO �- Da .14- iao -,I- o o . . i . . © G O O C7 O O O . O O I ( ( I ( I ( I I / CV N 47" 45' 43" W FOR A DISTANCE OF 83.00 FEET: . bye I a r r td : I\ \ I` r• h I` j 5 P.U.E. r [\ I r` d ! _ ....:.... - _>...:... .,_ - _ .,...... . . � Id . . ej -4 ¢ d d ( S 42' 14' 17" W POR A DISTANCE OF 702:19 FEET TO A POINT SAID REMAINDER OF 27.02 ACRE TRACT. . . . . .1 to � U) V) U) (n 17 - . i . / - 1 I UE, NCL'. N 4 r 43' 18" W TI-IROUGH SAID REMAINDER OF 27.02 ACRE TRACT FORA DISTANCE OF 241.06 FEET TO THE PLATTED SOUT'IIEAST . I* 11 t : a 1. 10 P.U.E. 10 P.UE_ LINE OF DEACON DRIVE ltf ACCORDING TOTHE FLAT OF THE BARRACKS lT SUBDIVISION, PHASE 100, RECORDED 1N VOLUME 10370 PAGE 293 . . . �, .. 10 P,U.E. - lYP11 54.C)b TYP, l . 3 ( } ( ) „C - OF TETE OFPICTAT.. PUBC.TC RECORDS OF B AZOS COUNTY, TEXAS; (TYP.) k. . `rd "� . _ . - - -- _ - _ _.. _ " _._..... _.._ ... - d Q . ti _ _ _ _ _ �..__ .---.-_. . __._ _ _-._:.._ - .. ._._._ . ...-__ L3 (kFj 7IICNGL. ALONG TFTB i LA Fi'ED SOUTH '•AST' LINE OF DEACON DRIVE W, AND THE EXTENSION THEREOF. FOR THE FOLLOWING CALLS:. �, , ._ _ , r: , r , r c �. , Ci �' (VOL. , 1WP.U.E. 5.0 55.00 55.00` 55.00.. 55.00" 55.00' 55.0.0 55,00 _ X5.00 50.00 39.35 cP \2. 1--, I (� `L' 4 2 - ,_ 14, �j'r (� J -(V '11191 2° 1 C' •12" E FOR A DISTANCE OF 67. 0 FEET TO TITS BEGINNING OF A CLOCKWISE CURVE IiAVTN(r A RADIUS OF 25.00 FEET; I . . FI 4 i 14' 1Tl ' f,}7� �/ 1� PG. 17.3) .I � ' I . y --- ' ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 89' 57' 35" FOR AN ARC DISTANCE OF 39.25 FEET (CHORD BEARS: N 02' 44' 30" W - . - . - , 10 P.U.E. I Q (TYP:) I 35.34 FEET) TO'fIiF END OI' SAID CUR .L BEAR _ . PAPA � I - ISTANCE OF 775.94 FEET TO TFIE POINT OF EEGtl?Tl?IING CONTAtDT1NG 5.928 ACRES OF LAND MORE C!R L ESS. O - N42'14'17"EFORAll l O BEARING SYSTEM SHOWN HEREIN IS�ASED ON GRID NORTH AS ES1'ABLISIIF.D FROM GPS OBSERVATION: N/F.. I 2T B -B P�mtT - 50' RC)�I ! N COLLEGE STATION I.S.D. 11 I FF=306.5 .- I i, . REMAIMPER OF . . " n 14 , - . 27.02 ACRE TRACT s . u - .. ..... 4 �' Ii7 W _ to . 19626/076 i - 11 111./ L ZONfD A -p -- . 45.13 55.00 55.00 55.00 55.00' 55.00' 55.00' 55.00' 55.00' 5x.00' 45.00 I i, . . _ _ ------ .- - . _ __. .. - . . .. _ �_ ..--. - - __ - ._ . I -- __ _ w__ .-.... _.._._ _ .__ _� _. __ _ i . . /' 10' P.U.E. 10' P.U:E. j . - . .: (TYP.) \ ( , fir I (�')% " . -r . . . 0.31 I-,,._-.--,--.._.._..._. I t _.. r_._.:. r- - N42 14 17 E _ i . - ) - I N - a _ �rC rC 'rC r - 5 P:U.E. I'7 I.O M V. ^ . M BLOCK r) n - _ GP 1 1 5.92' � Q . �r- �- � o `r o - o o `r o `I o I I j 0 0 . o o y - (o to (o IO - Io -. to - to - IO _ Io 2 Lo - W I . to tri LO 4 in 5 ,n 6 to ,n 8 i) 9 in 10 LO 11. R _. __.... _ - -- . __.._ �. . I/ 1 op 2 ap 3 ¢ oo oo- rp d 7 �t �l °o .,4-100 Do 1 FF=306.5 (, (.O 10 . I d .14-1 00 I Q I o ( o I o Q I Q 5' P.U.E. ul 00 4o d_ THE BARRACKS 11 SUBDIVISION . 20' PRIVATE � - - - T- _ '- '- t-- ,--- .. •. r- . .- �- . - 1.5 L6 F i PHASE 101 _ - - I DRAINAGE r. r� r. r. r` I� � ' r- � fi I �!" r , L6 11191 /12.3 EASEMENT 8Y d d d d 77 d d . SEPARATE _ l z z z z z z z z z z -' BLOCK k � I sc . INSTRUMENT Y, Pd % I (VOL 11419 10' P.U.E. .�' • „ __ .�__-_ L, Pc. 143) I (T�') Pte, qc _ N42 14 17 E ( I ____.�_ zt , . - - . . m ' I- -- - - - - - - - -- - - - . _� _ ^ - ..- - - �. ._- ._--- _._-__ .�-_ .. _ I T- _ - -- ---_ - - _ _ - ---_. y �, 1 15.9 2 r v_ t d I -10' ( I 67.00 70.19 55.00' 55.00. 55.00' 55.00' 55.00' . 55.00' 55.00' 55.00' 50.00' 70.00' � ,' � I 10' P P.U.E.. , _. . S4° 14' -. 70.2.19' . - I I Fr=r�7.o '` o . o I o GENERAL NOTES: . .. 0 16 _ .__._I__-_; __ _._._ -.. _ _ _ 1. THE BEARING SYSTEM SHO N HEREON IS BASED ON GRID NORTH AS ESTABLISHED FROM „? _. Ln ! Ln I I N/F GPS OBSERVATION. 1.aD OBSER . I L . I I ' HFATI9 PHILLIPS. INVESTMENTS, LLC ,: fl +c� REM. OF 108.88 I I I 2 . Ac " „ NO PORTION OF THIS TRAC IS WITHIN THE 100 YEAR FLOODPLAIN ACCORDING TO THE F.E.M.A, ' ss27/73 ED � f�142 1 4 1 7 E I FLOOD INSURANCE RATE M P FOR BRAZOS COUNTY AND INCORPORA EDA EASCOMMUNITY 0 �"" I T R , PANEL . I 41f . - = a_.....'___m____.--_..__-_ ---._ __. __...._-......._ NO. 4.8041CO305 E, EFFEC IVE DATE: 05-16-2012.. . 1 15.92 I I CITY .OF COLLEGE . 3. THE ZONING OF THIS TRACT IS PDD (PLANNED DEVELOPMENT DISTRICT) PER CITY ORDINANCE NO. . STATION MONUMENT I o j i! 201 - BUILDING B 2 3407 THE B NG SC( ACKS ARE AS FOLLOWS: . o - - - ,n FRONT SETBACK DIST' NCE - 20 FEET WITHOUT REAR ACCESS 15 FEET WITH REAR ACCESS;, � I . ­ A � .��tI r17 a -. _. __ _.__� .__ :. _._.. ___..�___. _....-_ �_ ._ H . 7f -_ _ . - _ F* �t _z f r, REPR SETBACK DISTA JCE l'' . - T. 1 307, J - - _ _ 2r� ..FAL?, . - 1 .. . a _ I I '+fi �, 17 `STREET SIDE SETBAC DISTANCE - 15. FEET- a , r• 1 ;SIDE SETBACK DISTANCE - 5 FEET, . .. . COMMON AREA SIDE SETBACK DISTANCE - 5 FEET . � I � � I � I � . � . I . . I . . I .11 . I I � I � I 111111111111111111 t ,� 5' P.U.E. I �.; . I : I ,. CERTIFICATE OF OWNERSHIP AND DEDICATION CERTIFICATE OF CITY ENGINEER --- I 4. A PORTION OF THIS TRACT (LIES WITHIN THE PROPERTY OWNED BY COLLEGE S . 40 20 0 4-0 \ - . E TATION lSp• . &- Crt En rneer of the Crk of Calle e Statro e s ereb �. _ S1ATE.OF TEXAS . . I, --- ---• Y 9 Y 9 n, T xa , h ) - _- - --- ------- �.._...._, ,._. _.....__,._.._ _......_..._ .�..._ 5. ALL LOTS AND RIGHTS-OF=WAY IN THIS PLAT OUTSIDE OF THE; CSISD TRACT lS Z NED DD. H ` certify that this Subdivision cohforms to the requirements of the. Subdivision Regulations of SCALE IN FEET C ' COUNTY OF. BRAZOS PORTION T P CT -0 . . 'the Cit of Colic e Station, Texas: . O P T Y g N4 14' 17"E - 90:92' _ P RTIO OF HIS LAT ON THE CSISD TRA IS ZONED A Manager of Heath Phillips Investments, LLC; owner and developer of the I 111, Heath Phillips,P 6. 1 /2" IRON RODS WILL BE ET AT ALL LOT CORNERS AND ANGLE POINTS UNLESS NOTED. OTHERWISE. 5,557 acre tract shown on -this plat, and . designated herein as .The. Barracks II Subdivision, -All I I 11o e tation Texas and whose name. is subscribed hereto; = ____-__-� --- -��_ I L(1�. ES LANL 'o .I a. .l ,_,... � I L Phase 200, In the City of G 11 ge.S 131 0 7. EACH LOT WILL PROVIDE A MINIMUM OF 2 TREES OF AT LEAST 2 INCHES IN CALIPER OR ONE 4 d o the use of the public forever all streets, alleys, arks, greenways, s, City Engineer hereby dedicate t h p Y P 9 Y _l a .infrastructure easements and ublic daces thereon shown for the purpose and 1.(� '-" INCH CALIPER TREE PER ORDINANCE 3222. -L' - 5O RUR I ._ I I . „_ . ;. . �Cl�°; P P .. - 4-•' 2Tli P.VM'f T1.- ,�'nPr "ii'P dedications shall be in fee simple unless . �, consideration the expressed.. All such 51 P 8. THIS PROPERTY IS LOCATED WITHIN THE STEEPLECHASE=WELLBORN SANITARY SEWER IMPACT FEE j expressly provi ed otherwise. AREA 03- 02..1 I .1. _ . . n , 54714 17 W " 9O.92 -- •- - - -- -- ---•- ._.. 9. WHEN THERE ARE MORE THAN 30 LOTS TO .BE SERVED BY EXTERNAL SIRE C ONS; A ET ONNECTI -- Manager �J MINIMUM OF TWO (,ONNECTIONS TO .CXTERNAL PAVED PUBLIC STREETS .SHALL BE REQUIRED.'A Heath Phillips, Man g r I . I:,I „ , ,_, REMOTE EMERGENCY ACCESS IS PERMITTED TO SERVE AS ONE OF THESE CONNECTIONS.- TWO: . 0 EXTE .1. I P EET HEN OR STREET CONNECTIONS T RNAL AVED PUBLIC STR S SHALL BE REQUIRED W 100 . I 1 MORE. LOTS ARE SERVED STATE. OF .TEXAS . APPROVAL OF LA N AND .ZONING COMMISSION T . 0 COUNTY OF BRAZ S Q of - C airman h the Planning and Zoning Co e I, h PI n n n nl r is i the n mn so o T - - Co -mission f ��111��-I� 9 9 :Cit of College Station Tex s hereb ce 'f tha the ti•a.ched lat was dul a oved b Before me, the undersigned authority; on this day personally appeared Heath Phillips, Y J � Y Y a Y PPr Y 20 known to me to be the person whose name is subscribed to' the .foregoing instrument, the Commission on the V day of _ ^� _e ___, ___ and acknowledged. to me that he executed the same for the purpose and consideration . therein stated. ' . Given under m hand and seal on this � __ da of 0CII-16"-9" 20_113. Chairm n Gv n Y y . .. . ,r'KFav °bY', RICHARD C• f.IORES . xn _ _ _ ___ , . --__ ,!4_,_ Notary Put)lic, 6tate of Texas 4t Notar uiilic, Brazos County, Texas_h My Commission Expires +,, . ,�; � ., March 29, 2016 y H,1, . _ _ __ _ CERTIFICATE OF OWNERSHIP AND DEDICATION CERTIFICATE OF THE SURVEYOR STATE OF TEXAS STATE OF TEXAS COUNTY OF BRAZOS COUNTY OF BRAZOS . Curve Table . CURVE # LENGTH RADIUS DELTA TANGENT CHORD CHORD DIRECTION C1 39.25' 25.00' 089'57'35" 24.98' 35.3.4' NO2'44.30"W C2 39.27' 25.00' 090'00'00" 25,06' 35.313' S02'45'43"E C3 39.27' 25.00' 090.00'00" 25,00' 35.36' S87'14'17"W C4 39.27' 25.00' 090'00'00" 25.00' 35.3x' NO2'45'43"W C5 39.29' 25.00' 090'02'25" 25.02' 35.37' N8715'30"E C6 17.52' . 25,00' 040'09.20" 9.14' 17.16' N22"09'37"E C7 148.62' 50,00' 170'18'39" 589.93' 99.6ti' 1,187'14'17"E C8 17.52' 25.00' 040'09.20" 9.14' 17.1 C,' S27"41'03"E C9 39.27' 25.00' 090'00'00" 25.00' 35.36' N87'14'17"E C10 39.27' 25.00' 090`00'00" 25.00' 35.30' N87'14'17'E C11 39.25' .25.00' 089'57'35" 24.98' 35.31•' 1,102'44'30"W LINE TABLE . LINE # LENGTH DIRECTION L1 50.00' S42' 14. 17"W L2 50,00' N4.7' 45' 4"W 1 3 L3 67.00' N42' 16' 42"E J 10. STO ES . RM WATER DETENTION FACILITI FOR THIS PHASE ARE LOCATED OFF SITE 'DEDICATED BY . I , SEPARATE INSTRUMENT AND ARE TO BE MAINTAINED BY THE 'HOA. . I I 11. DISTANCES SHOWN ON CURVES ARE CHORD LENGTHS. I. I !� E. 12. A WATER DESIGN REPORT FOR THIS SUBDIVISION WILL BE PROVIDED PER . CITY STANDARDS. � �.�` (, Valerie. Jochen, -Board President: of CSISD, owner of the 0.371 acre tract shown on this I, Brad Kerr, Registered. Professional Land ur�yy..yor No. 4502, in the State of Texas, plat, grid designated herein as The Barracks ll Subdivision, Phase 200, in the City of hereby certify 'that this plat is true 5i correrct and was prepared from an actual survey P g e e: d' use .. of the property and that the roe markers on ,, monuments were laced under m ul a, :College Station, Texas; and whose name is subscribed hereto, hereby dedicate to the P P Y P P P Y c� � �. of the public forever all streets, alleys, parks, greenways, infrastructure; easemen.ts'and supervision on the .ground. �, / �. P thereon shown for the y purpose and consideration therein .ex ressed. All such ' < 17 ''•:� s� �' public paces h P P P dedications shall be in .fee simple unless expressly provided otherwise.1. , R.P.L.S. No. ': d` �aLt = C: t\�.\ ��'(�y.opoo"�e l it �: ,r. , r �" r' ,, o �i -L, -- y" _ . . ;i as a•_na•aro,c ,c,ee,ao unooe VITI 'ti, ,-, ..,7- - :1s '} t,,.. Valerie Jochen, CSISD B and President _ - _ . DIT%`.I:� KERR � _ >~� - 0-- r . - ,r:om,u..m On -po . 1 :, � rt - Lri . r all �TQ .4- . , u, OF THE COUNTY' CLERK - 1 �!J'-SUFI�l '' � r• - i •- C� a1 r"7 ..; c STATE OF TEXAS CERTIFICATEti���y.�r 3_, ; - ,_t -_ COUNTY OF BRAZOS a, C:, r•`, = ... t_ = W - u:1 :n C- c ,�, . STATE OF TEXAS _ - r n .., W , , -I _ c, - r_ - - :. -. ZOS - - = J] [:•, Lri Ln -,_7 _y � _ ...., t ••d r-� `"" "= Before me, the undersigned authority, on this' day personally appeared Valerie Jochen; COUNTY OF BRA _ , - 1 -' =_3 -:� known to me to be the person whose name is subscribed to the foregoing instrument, �j �-- ?';j L -; Cv -, »::� a$ _� -1 a:, . � .. acknowledged and consideration y In and f said c nth,. do hereby certify that .h 4_, ,= � _ a, _ g the cin stated. plat together wi th i s certificates. of uthentication was filed for record in my office the -- _ " ` .:a -": a• a` ' -`= da o _ 20 � in the Deed Records .of Brazos County, as 'n Volumeal o. Ci i-• u• :r__ = - S i - r nty, Tex I i_ s - - at a- �Gi G 50 0 ). _ Pae ,_i c � c Given under my hand and seal on this _-_ day of _______--_, 2 _ 9 114 n- -, . ry u a; a l c -- . WITNESS my hand. and official Seal, of my office in Brya , exas. . ;_; i _w +n u _ r Lri .- '- .' �.���av:n""%'%, . RICHARD C. FLORES .: ,.... c�:, _ ci . -- _; 1 �r� � _• •�- Notary Public State of Texas �/�r 13. ELECTRIC SERVICE FOR THIS DEVELOPMENT WILL BE PROVIDED BY BRYAN TEXAS UTILITIES( )BTU . ADDITIONAL EASEMENTS WILL BE PROVIDED AS REQUIRED BY BTU, - . I . TREES REQUIRED GI.)C I'I', Vol F' . --- - -- rz VICINITY MAP � � N 'I`Y IFTNT A IF,. TAT r THE BARRACKS- . . I I -&-II SUBDIVTSIO-�' I.. I . . , I .PHASE 200 I �. �I �I .. . . . � � � . I f I 1 5.928 ACRESI I . y 1 5.557 AC S ON HEATH PI IILLIPS INVESTMENTS, LLC TRACT � 0.3 1 ACRES ON COLLEGE STATION ISIS TRACT CInW'FORD BURNETT LIJAGUE; A-7 C LLI_� GE STATION, BRAZOS COUNTY, TEXAS ;; 28 LOTS BLOCK 3 LOTS 1 TI IRU 17 j, . BLOCK 9, TOTS 1 T1TRU 11 i ; • - OWNER DEVELOPER. _ - ..-. . 1. Heatia Philli s Investmet LLC Collc e Station ISD . g ENGINEER; 3302 General Parl.-W ,p ( 1812 \Z'elsl . College Station, TK 778' 5 College Stadon,'TY 7784(1 - (979) 690 5000 (979) 764-5400 E#!i Z nginee0'Irlt,�,, LLL 1. .. SU {R�7EYOR: TBPE NO. 12327 ! I 1.2730 LONGMIRE, SUITE A Brad Keil, RPLS No 4502 College Station, Texas 77845 I . . t/ . . . - : 2 -----= ------ - - - -- - I Derr ua.•��eping, LL C . ..a . (979) 764-3900 . . _____r - o --T M Commission Ex ires ,- X109 k Texas Ave. 11 t Notary Public, Brazos County, Texas ,,,F,. �k- y ` ' p County CIe1< . 'n%n;,,;,o March 29„ 3,U•l:b Brazos. County, Texas Bi:yun, T,,X 77803 1 aF.,,ftmI SCALE 1 :40 V (� �) z68-3195 NIAItCI i 2013 I . . I. I __ I It Ee R Lqt " 0. 6 �® On —7T /r 307 M� N m SW% 0 E.. zz 309 F far' i I 3 0.58 IHF: *-waft W 11 '411\I: I 308_ I / \ J r ;I I t 2F_ i -� ( r306r 303 3 13.9 `� J I o �J I I 310 311 0.75 0.80 _/ t 302/> t 8.03vj ^r_J L fit? cq 00 S 312 y �. N %nm¢ j Z L0 z \ i OEPo W— Z _ —A `' 5— — I I � S2I�[........ O,j,,.- 0.38 --'' �." ` .,..:�. •--� ---- ""' """\'.... • � - �� f \ \ / '.0 w -g 322— J 1 � i �Z� / 7 I U IS �8 r / 11 // _ P � ( / / - �_�� tia -o _ - _-- \ - 301 .� J�t 01 r W6arno lU IX N ` , _ 314 / / \ 0 1 --- t to N %, / C LAJ / I 0 I 1 \ \ \ _ 56ALE IN FEET 4 \ ' t 00, ti 3r s 000, \ / 317 317 / (s Schu]tz� Engineering, 2730 , Lon mire Suite A Longmire, College Station, Texas 77845 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR JPS RCF JPS 13-236 MARCH 2013 THE BARRACKS II SUBDIVISION - PHASE 200 COLLEGE STATION, TEXAS DRAINAGE AMAP 0 VERALL DESIGN SCALE VERTICAL N/A HORIZONTAL V=100' PLOTTING SCALE: 1:1 FILE NAME: 13-236 EXHIBIT � S2I�[........ O,j,,.- 0.38 --'' �." ` .,..:�. •--� ---- ""' """\'.... • � - �� f \ \ / '.0 w -g 322— J 1 � i �Z� / 7 I U IS �8 r / 11 // _ P � ( / / - �_�� tia -o _ - _-- \ - 301 .� J�t 01 r W6arno lU IX N ` , _ 314 / / \ 0 1 --- t to N %, / C LAJ / I 0 I 1 \ \ \ _ 56ALE IN FEET 4 \ ' t 00, ti 3r s 000, \ / 317 317 / (s Schu]tz� Engineering, 2730 , Lon mire Suite A Longmire, College Station, Texas 77845 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR JPS RCF JPS 13-236 MARCH 2013 THE BARRACKS II SUBDIVISION - PHASE 200 COLLEGE STATION, TEXAS DRAINAGE AMAP 0 VERALL DESIGN SCALE VERTICAL N/A HORIZONTAL V=100' PLOTTING SCALE: 1:1 FILE NAME: 13-236 EXHIBIT - -i0 5-10 S-10 // 5-10 5-10 S-10 S -10 ---S-10 -t0 S-10 S- 11 W--12 �- 1N-12-7 l W--12 W-12 W -t2 W-12 W-12 w-12 W-12 W-12 W-12 w-12 w-12 w-12 w-12 w-12 w-12 w-iz w -1z W-12 w-12 —, W-12 W-12 w-1 W-12 �?j�j w -i2 w-tr'. w -t2 w-12 ,w-12 w -i2 w-12 w-12 Z�-' W 12 W 12 / I __ w-tz ®® ®®®e.®®�.. ®.�®tee.®®®®®m oe.®s_�.s �®®®®®®�.®® �� ®els gym.®®®®®®m.®®'gym®®`®d�'�®®®®.m®®®a®®:®®�® ®®m.®® ®®® -. .A .�,®®s®' �®tee,®®®.�®� 'm®®a® i e.®mss ®moo p if I 11 I I! 11 B 1 1 11 1 11 ! 6 1 11 ! —�---------------------• IL 11 ---�- - - - -DEACON �E - - 0 CID If z If DEACC N DRIVE 11 0 II I 11 ! 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I I I I> I En I BLOCK81 I PIPE 2101 "G&I 'PIPE 2006 f 00.0 U, PIPE I I I I I I I 1 52011 \ 36 RCP PIPE � � I /' ( I I i \ 5' RECESSED CURB INLET ' 48.8 LF �� ( � ` / ol \ 52021 I 1 10' RECESSED CURB INLET 3128 ' 0.22 I — / 16 30� 1 i I PIPE ' 1 (n 42" RCP PIPE 1 \ l I 128.0 LF 1 77 I ' 311 3078 ' 310 309 � ���,�...307 I ✓ �� j "� \ � i 1Oro17 1 �—�„�•-'"" ,—....�— �� to 0.31 PIPE 2111 30" RCP PIPE i 52012 PIPE 2031 83.7 LF I 5x4' JUNCTION BOX 24' RCP PIPE 1 S - -- 3.82 _— \ 30s � 126.8 L J ol / ST T ST - 306 \ YES LANE A -B CONCRE� "T� 50' ROW ' 27' B -B CONCRETE is �\ S- S-8 S-8 T O� REC ( 1 ---396 ' 1 / < F PIPE 2211 36" RCP PIPE 186.7 LF -- 1 1 — — —30— 1-5— —0- - _ 30- 1 ' SCALE IN FEET 5:chui Engineering, LUG. 2730 Longmire, Suite A College Station, Texas 77845 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR JPS RCF JPS 13-236 MARCH 2013 THE BARRACKS II SUBDIVISION - PHASE 200 COLLEGE STAT/ON, TEXAS DRAINAGE AREA M S:r1"01y-?M SE WE R S I'�Ill'All4llipi�'�.�iii,�!",;,,I''Iillll�: mm""! SCALE VERTICAL 1 "=4' HORIZONTAL 1 "=40' PLOTTING SCALE: 1:1 FILE NAME: 13-236 COLLEGE STATION, TEXAS Firm #F-1443 04/12/13 cp /0V SOUTH HARVEY MITCHELL PW. D /po COLLEGE STATION CITY LIMITS C -- x N.T.S. OWNER: LAKERIDGE LIVING L.P. A TEXAS i..lMITED PARTNERSHIP P.O. BOX 10'028 COLLEGE STATION, TEXAS 77842 (979) 739-9944 INDEX OF SHEETS COVERSHEET 01 OVERALL PLAN 02 SITE PLAN 03 GRADING &EROSION CONTROL PLAN tiu C7 7-101 RVIEV KEM FOR comp'LiIANCE MAY 0 6 2013 ;7 C 0 LL, EG E S Tsn ENGINEERING 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 Phase 1A Phase 11 BUILDING SQUARE FOOTAGE BY TYPE (3 FLOORS) DOMESTIC WATER (PER UNIT) J \� iai/f, osj 0 - 9 units (5x4b + 2x2b + 2x1b) 0 bedrooms Type 3 & 4 Bdrm: 48 bdrm 0 - 9 units (5x4b + 2x2b + 2x1 b) = 0 bedrooms Type 3 & 4 Bdrm: 54 bdrm 5.65 GPM PEAK 0 - 8 units 4x4b + 2x2b + 2x1b = 0 bedrooms required parking: 48 p.s. 0 - 8 units 4x4b + 2x2b + 2x1b = 0 bedrooms required parking: 54 s. 12 UNIT BUILDING = 4548 * 3 = 13644 SQ.FT. 1.53 GPM\ \ �\ ° ` fy`,i� `> ( ) ( ) q P 9 -� 10 UNIT BUILDING = 3976 * 3 = 11928 SQ.FT. (AVE)( ) / \ \ r 1 - 7A units 5x4b + 2x3b = 26 bedrooms Type 1 & 2 Bdrm: 0 bdrm 1 - 7A units 5x4b + 2x3b = 26 bedrooms Type 1 & 2 Bdrm: 0 bdrm * 0.00 GPM (MIN) ( ) ( ) 9 UNIT BUILDING = 4346 3 = 13038 SQ.FT. required parking: 0 R. required parking: 0 P•s• 0 - 7C units (7x4b) = 0 bedrooms 1 - 7C units (7x4b) = 28 bedrooms q g �� QB UNIT BUILDING = 3770 * 3 = 1 1310 SQ.FT. Required Parking Phase 1A: 48 0•�- Required Parkin Phase 11:5 s. 1 - 6 units (4x4b + 2x3b) = 22 bedrooms Parkin Provided Phase 1A: 0 - 6 units (4x4b + 2x3b) = 0 bedrooms Provided Phase 0 8 UNIT BUILDING = 3770 * 3 = 11310 SQ.FT. SEWERAGE FLOW r r ,'\ \ `, \ \ �s�,; SITE 0 - 5A units 3x4b + 2x3b = 0 bedrooms g 149 °,s_ Parking P 11: p s. / \ I , \ ; ( ) Cumulative Required Parking: 48 �s 0 - 5A units (3x4b + 2x3b) = 0 bedrooms Cumulative Required PArking: 815 p.s. �A UNIT BUILDING = 4346 * 3 = 13038 SQ.FT. 1600 GPD MAX. / f' \ \ \ `! 0 - 56 units 5x4b = 0 bedrooms Cumulative Parkin Provided: 0 - 5B units 5x4b = 0 bedrooms Cumulative Parkin Provided: 885 s. 7C UNIT BUILDING = 4346 * 3 = 13038 SQ.FT. ( ) 9 149 o•s• ( ) 9 P \ \ \ t \ I \ r 13 units / 48 bedrooms 14 units / 54 bedrooms 7D UNIT BUILDING = 4346 * 3 = 13038 SQ.FT. \ `� 1` = o 1Y 6 UNIT BUILDING = 3729 3 = 11187 SQ.FT. ,` \ \ \ ! t 1 Phase 1 B 5A UNIT BUILDING = 3111 * 3 = 9333 SQ.FT. ,' ,` \ ` ` (' �` / _ ✓moo 5B UNIT BUILDING = 31 11 * 3 = 9333 SQ FT 0 - 9 units (5x4b + 2x2b + 2x1b) = 0 bedrooms Type 3 & 4 Bdrm: 52 bdrm 0 - 8 units (4x4b + 2x2b + 2x1b) = 0 bedrooms required parking: 52 p.s. 2 - 7A units (5x4b + 2x3b) = 52 bedrooms Type 1 & 2 Bdrm: 0 bdrm 0 - 7C units (7x4) = 0 bedrooms required parking: 0 p.s. 0 - 6 units (4x4b + 2x3b) = 0 bedrooms Required Parking Phase 1 B: 52 p.s. Parking Provided Phase 1B: O p.s. 0 - 5A units (3x4b + 2x3b) = 0 bedrooms Cumulative Required Parking:01 0 p•s• 0 - 5B units (5x4b) = 0 bedrooms Cumulative Parking Provided: 149 p.s. 14 units 52 bedrooms 5B UNIT BUILDING: O 5*4(BDR)=20 BDR/BUILDING Phase 1C 231 D.U./16 (DUMPSTERS/D.U.) _ 1*(12 UNIT BUILDING)= 23 BDRMS 14.43 DUMPSTERS 1*(10 UNIT BUILDING)= 20 BDRMS 1 *(9B UNIT BUILDING)= 20 BDRMS 0 9 units (5x4b + 2x2b + 2x1b) = 0 bedrooms Type 3 & 4 Bdrm: 44 bdrm 1 _ 8 units (4x4b + 2x2b + 2x1b) = 22 bedrooms required parking: 44 P•s, 0 - 7A units (5x4b + 2x3b) = 0 bedrooms Type 1 & 2 Bdrm: 6 bdrm 1 - 7C units (7x4b) = 28 bedrooms required parking: 9 R.S. 0 - 6 units (4x4b + 2x3b) = 0 bedrooms Required Parking Phase 1C: 53 p.s. Parking Provided Phase 1C: 55�s. 0 - 5A units (3x4b + 2x3b) = 0 bedrooms Cumulative Required Parking: 153 o•s, 0 - 5B units (5x4b) = 0 bedrooms Cumulative Parking Provided: 204 o•s' 15 units / 50 bedrooms Phase 2A 1 - 9 units (5x4b + 2x2b + 2x1b) = 26 bedrooms Type 3 & 4 Bdrm: 92 bdrm 1 - 8 units (4x4b + 2x2b + 2x1b) = 22 bedrooms required parking: 92 p.s. 0 - 7A units (5x4b + 2x3b) = 0 bedrooms Type 1 & 2 Bdrm: 12 bdrm 0 - 7C units (7x4b) = 0 bedrooms required parking: 18 p.s. 2 - 7D units (7x4b) = 56 bedrooms Required Parking Phase 2A: 110 p.s. Parking Provided Phase 2A: 78 p.s. 0 - 6 units (4x4b + 2x3b) = 0 bedrooms Cumulative Required Parking: 263 o.s. 0 - 5A units (3x4b + 2x3b) = 0 bedrooms Cumulative Parking Provided: 282 o.s. 0 - 5B units (5x4b) = 0 bedrooms 31 units 104 bedrooms Phase 2B 1 - 12 units (2x4b + 5x2b + 5x1b) = 23 bedrooms Type 3 & 4 Bdrm: 40 bdrm 1 - 10 units (2x4b + 4x2b + 4x1 b) = 20 bedrooms required parking: 40 p.s. 0 - 9 units (5x4b + 2x2b + 2x1b) = 0 bedrooms Type 1 & 2 Bdrm: 45 bdrm 1 - 9B units (2x4b + 5x2b + 2x1b) = 20 bedrooms required parking: 68 p.s. 1 - 8 units (4x4b + 2x2b + 2x1 b) = 22 bedrooms Required Parking Phase 2B: 108 ,mss, Parking Provided Phase 2B: 112 12.s. 0 - 7A units (5x4b + 2x3b) = 0 bedrooms Cumulative Required Parking: 371 p;s. 0 - 7C units (7x4b) = 0 bedrooms Cumulative Parking Provided: 394 p,s, 0 - 7D units (7x4b) = 0 bedrooms 0 - 6 units (4x4b + 2x3b) = 0 bedrooms 0 - 5A units. (3x4b + 2x3b) = 0 bedrooms 0 - 513 units (5x4b) = 0 bedrooms 39 units / 85 bedrooms Phase 1 C-R 0 - 12 units (2x4b + 5x2b + 5x1b) = 0 bedrooms Type 3 & 4 Bdrm: 0 bdrm 0 - 10 units (2x4b + 4x2b + 4x1b) = 0 bedrooms required parking: 0 p. s. 0 - 9 units (5x4b + 2x2b + 2x1b) = 0 bedrooms Type 1 & 2 Bdrm: 0 bdrm 0 - 98 units (2x4b + 5x2b + 2x1b) = 0 bedrooms required parking: 0 p. s. 0 - 8 units (4x4b + 2x2b + 2x1b) = 0 bedrooms Required Parking Phase 1C -R: 0 p.s. Parking Provided Phase 1C -R: 19 o,s• 0 - 7A units (5x4b + 2x3b) = 0 bedrooms Cumulative Required Parking: 371 p.s. 0 - 7C units (7x4b) = 0 bedrooms Cumulative Parking Provided: 413 12•s• 0 - 7D units (7x4b) = 0 bedrooms 0 - 6 units (4x4b + 2x3b) = 0 bedrooms 0 - 5A units (3x4b + 2x3b) = 0 bedrooms 0 - 5B units (5x4b) = 0 bedrooms LEGEND . '_ ``♦ � • `. `" � C_ \ ` EY MITCHELL PW. SOUTH E7`wwMy I _312 2 ' f I }\ \ FL=S 298 32 �E Sle-� } \ , \ ,:•, \ `�o r 1 itnchca6• ti 0 feet \ 1 • / } � I 1 t / \� Black Decorave Irony ce \ / COLLEGE STATION �o ` CITY LIMITS JEFFERSON AT THE ZONE, LP I /,� / ,`/•/ v N.'LS. r / ,, • 15' Front Seto k �• i" - I L'OT 2, BLOOD}� A HOLLEMAN I t VILLAGE ?A` DITI N 1VOL. 3613 , FSG. 2^5 D.R.B.C.\ •/7.5;;`Side `,Seto6ck, CURRENT`�ONING: R-4 4i $y a VICINITYMAP o m 1r 3d F O /18"Exi S,anitary,Sew�r`, `/"/' 'li /°-,, :� 'L9• W a�y � A�,Cd,,.�. ...,�: fir,\ \' y4+rbo oa �e 11 *t t CITY b5 F t+ r 0 units 0 bedrooms i \ - /• �.+; ..INNN- -'- Phase 3 a 43I'ri ation1,777QZ� _.-K V 0 - 9 SITE CALCULATIONS (5x4b TOTAL BEDROOMS: 12 UNIT BUILDING: Rte* PER UDO- MULTIFAMILY DWELLING: 2*4(BDR)+5*2(BDR) +5* 1 (BDR) 3 & 4 BEDROOM UNITS= 1.0 SPACE/BDRMS =23 BDR/BUILDING 2 & 1 BEDROOM UNITS= 1.5 SPACES/BDRMS 10 UNIT BUILDING: TOTAL TYPE 3 & 4 BEDROOMS= 702 BDRMS 2*4(BDR)+4*2(BDR)+4*1(BDR) REQUIRED PARKING= 702*(1.0)= 702 P.S. =20 BDR/BUILDING TOTAL TYPE 1&2 BEDROOMS= 75 BDRMS required REQUIRED PARKING= 75*(1.5)= 113 P.S. 9B UNIT BUILDING: REQUIRED PARKING SPACES: = 815 P.S. 2*4(BDR)+5*2(BDR)+2*1(BDR) PROVIDED PARKING SPACES: = 885 P.S. =20 BDR/BUILDING (8.6 % OVERPARKED) 9 UNIT BUILDING: HANDICAP PARKING: 5*4(BDR)+2*2(BDR) +2* 1 (BDR) 2% OF TOTAL PARKING SPACES =26 BDR/BUILDING 2% = 885 TOTAL * 17.7 - -18 P.S. 18 H.C. SPACES REQUIRED 8 UNIT BUILDING: -INCLUDING 3 VAN ACCESIBLE (MIN.) 4*4(BDR)+2*2(BDR)+2*1(BDR) Required Parking Phase 3: 52 p.s. =22 BDR/BUILDING DUMPSTER: 7A UNIT BUILDING: (PER UDO -MULTIFAMILY DEVELOPMENT: 5*4(BDR)+2*3(BDR)=26 BDR/BUILDING 1-8 YRD DUMPSTER/16 DWELLING UNITS) 7C UNIT BUILDING: 1 *12 UNITS BLDNG= 12 UNITS 7*4(BDR)=28 BDR/BUILDING 1*10 UNITS BLDNG= 10 UNITS units 1 *9B UNITS BLDNG= 9 UNITS 7D UNIT BUILDING: (BAY WINDOW) 3* 9 UNITS BLDNG= 27 UNITS 8 UNITS BLDNG= 24 UNITS 7*4(BDR)=28 BDR/BUILDING * 11 7A UNITS BLDNG= 77 UNITS Required Parking: 423 p.s. 6*7C UNITS BLDNG= 42 UNITS 6 UNIT BUILDING: 2 7D UNITS BLDNG= 14 UNITS 4*4(BDR)+2*3(BDR)=22 BDR/BUILDING 1* 6 UNITS BLDNG= 6 UNITS 0 bedrooms 1 *5A UNITS BLDNG= 5 UNITS 5A UNIT BUILDING: 1 *5B UNITS BLDNG= 5 UNITS 3*4(BDR)+2*3(2D'R)=18 BDR/BUILDING / 52 - TOTAL= 231 DWELLING UNITS 5B UNIT BUILDING: O 5*4(BDR)=20 BDR/BUILDING 4 231 D.U./16 (DUMPSTERS/D.U.) _ 1*(12 UNIT BUILDING)= 23 BDRMS 14.43 DUMPSTERS 1*(10 UNIT BUILDING)= 20 BDRMS 1 *(9B UNIT BUILDING)= 20 BDRMS 15 (8-YRD DUMPSTER) REQUIRED 3*( 9 UNIT BUILDING)= 78 BDRMS 15 DUMPSTERS PROVIDED 3*( 8 UNIT BUILDING)= 66 BDRMS 2x2b + 11 *(7A UNIT BUILDING)= 286 BDRMS Type 3 & 6*(7C UNIT BUILDING)= 168 BDRMS Density Legend 2*(7D UNIT BUILDING)= 56 BDRMS units 1*( 6 UNIT BUILDING)= 22 BDRMS Density = 231 units on 16.40 acres 1*(5A UNIT BUILDING)= 18 BDRMS 231 nits / 16.40 acres = 14.09 D.U./Acre 1 (5B UNIT BUILDING)= 20 BDRMS Max Allowable Density = 20 Dwelling Units/Acre 0 (R-4 Zoning) TOTAL BEDROOMS= 777 BDRMS (5x4b + 2x3b) = LEGEND . '_ ``♦ � • `. `" � C_ \ ` EY MITCHELL PW. SOUTH E7`wwMy I _312 2 ' f I }\ \ FL=S 298 32 �E Sle-� } \ , \ ,:•, \ `�o r 1 itnchca6• ti 0 feet \ 1 • / } � I 1 t / \� Black Decorave Irony ce \ / COLLEGE STATION �o ` CITY LIMITS JEFFERSON AT THE ZONE, LP I /,� / ,`/•/ v N.'LS. r / ,, • 15' Front Seto k �• i" - I L'OT 2, BLOOD}� A HOLLEMAN I t VILLAGE ?A` DITI N 1VOL. 3613 , FSG. 2^5 D.R.B.C.\ •/7.5;;`Side `,Seto6ck, CURRENT`�ONING: R-4 4i $y a VICINITYMAP o m 1r 3d F O /18"Exi S,anitary,Sew�r`, `/"/' 'li /°-,, :� 'L9• W a�y � A�,Cd,,.�. ...,�: fir,\ \' y4+rbo oa �e 11 *t t CITY b5 F t+ r 0 units 0 bedrooms i \ - /• �.+; ..INNN- -'- Phase 3 a 43I'ri ation1,777QZ� _.-K V 0 - 9 units (5x4b + 2x2b + 2x1b) = 0 bedrooms Type 3 & 4 Bdrm: 52 bdrm 0 - 8 units (4x4b + 2x2b + 2x1b) = 0 bedrooms required parking: 52 p.s. 2 - 7A units (5x4b + 2x3b) = 52 bedrooms Type 1 & required 2 Bdrm: 0 bdrm parking: 0 p•s, 0 - 7C units (7x4b) = 0 bedrooms Required Parking Phase 3: 52 p.s. 0 - 6 units (4x4b + 2x3b) = 0 bedrooms Parking Provided Phase 3: 86 p.s. 0 - 5A units (3x4b + 2x3b) = 0 bedrooms Cumulative Required Parking: 423 p.s. 0 - 5B units (5x4b) = 0 bedrooms Cumulative Parking Provided: 499 per, 14 units / 52 bedrooms W O - Phase 4 Q 0 - 9 units (5x4b + 2x2b + 20 b) = 0 bedrooms Type 3 & 4 Bdrm: 48 bdrm 0 - 8 units (4x4b + 2x2b + 20 b) = 0 bedrooms required parking: 48 p.s. 0 - 7A units (5x4b + 2x3b) = 0 bedrooms Type 1 & 2 Bdrm: 0 bdrm 1 - 7C units (7x4b) = 28 bedrooms required parking: 0 p.s. INTERIOR ISLAND CALCULATIONS PERIPHERAL PARKING SPACES: 90 P.S. INTERIOR PARKING SPACES: 795 P.S. EXTRA INTERIOR LANDSCAPE AREA REQUIRED: 795 P.S./15 P.S.=53.00 53*(180 SQFT)= 9,540 SQ.FT. EXTRA INTERIOR END ISLAND REQUIRED: 9,540 SQ.FT, TOTAL EXTRA INTERIOR END ISLAND PROVIDED: 19.529 SQ,FT, Re uired Parkin Phase 4. 8 .s. < _` q 9 9--t- \. G 2 12'x12. �:'' f1. \ N x- / ",'i ?';,71 mix- -- \ f 4' •, 1 _ / 1 ..:; . ' U D< "_, �\\. \ ✓ ,Meter TYP) \ �: \ 0 6 units (4x4b + 2x3b) - 0 bedrooms Parkin Provided Phase 4: 0 ' / \ � �' -� �• ` � '. #�`� �_ ' �l r' �"3� � ';\ ' � � °'� /� ° �o � 9--�5.+. w „ � t7 Dumpste�r \ „,,,-_ •>cr _ 1�sr1 %` E � .\\ �� . �„ o a `s'' .._ :N \� ,,,-- i / / r ;'r p. o e 'i - .,-, o ' '/ ,ti , - t / .: .. , - - ," .. :� 0 5A units 3x4b + 2x3b - 0 bedrooms Cumulative Required Parkin -- / \ \ \ Pad %i. x" �. '' `fi• �' \:` \ \ , ( ) q 9 � .o Fire y Vii, ,,t ,,,. N •� '; :� `•``' � Cumulative Parkin Provided. 99 5 �} \. / ,,. 1 - 5B units 5x4b - 20 bedrooms 9 4 pPPPP�= I, i / 0 A / ( ) � 4\ Hydrants , I � ,/ "Exist. 15 P.U.E - 12 units 48 bedrooms 3 - ,_,.. -' r. , '�'•- ��. --' ',\ , i) I !,(Plat) Pla_ t_ as u WWMH 3 ./ /r ,/ ` •i _._. .- --t, _,.. .. -F`•^ 3 `. �i F�YC ry/r - �V. ' '_;,�, '-, „ �'- �E✓, , \, .\ ! 15' Fro n t SetbackPhase 5 L 326.,s (Vol. 3613 PG Etea;. Type 3 & 4 Bdrm. 54 bdrm M2 4-4 30 9 units (5x4b + 2x2b + 2x1b) 0 bedrooms z OUT_3 2,3 0 8 units 4x4b + 2x2b + 2x1b _ 0 bedrooms requiredparking: 54 p.s. t 1. _�, -, _ - ♦ � ' � \ k _ `�. 4, ,.� ;;� �. ,>o - �... �� � -� � Type l& 2 Bdrm. 0 bdrm / fi 1 7A units 5x4b + 2x3b 26 bedrooms _ _ -• _ _ _ \ \ _ �. 1 required parking: 0 .s. - - - - ,.: c.i 1 7C units 7x4b 28 bedrooms Required Parkin Phase 5. 5 ` \ ... a '.., : - ,- , `• _ z \ , _� q 9� P \ \ r 0 6 units 4x4b2x3b)z. �. ( + 0 bedrooms v • Parking Pro ided Phase 5. 88 .s ♦\ < 0 5A units (3x4b + 2x3b) 0 bedrooms Cumulative Required Parking: .s. • ., ; t� 0 5B units (5x4b) = 0 bedrooms Cumulative Parking Provided. 58a. , , ,_- _- „-- ` %„ , / < •.u- 30 .. ♦ ,":''.\\, \::o ,: •_ ., r f �5'.x.x,"0'_ , `\�` ,q.� -,a .i.Y .'PJ \\ ..-..• Q- ,�, bedrooms = -. - / • 14 units 54 a , '\ ,r,' \ \ �.. . , ,t: ,.,y ,,. �' �. � :� .� `•z - � �b s _ � / a / - �/ O , ' ,` � '\�i / \/\ G ��' �\o �• a ; , �° , ., ,,• ,`,, ., -. ,_ ` - •, ' � �9 ` ,�>••.•.��t�, \-'``�fN-.a\ \\\\\ \, :\A , , \ �.. �,. � Tp 1.:-' :,-,; _ Nt , _ ., a\ •. ,, .�. _v�_. ` ,I.,' �„��,.�, �_ 3�°, .";�„,�� .��. .M�.f�r �' q ,,.,;' \-<-. rr; ✓�. ,_�,' P-,; �ta �r,�•,., _tsPhase 6 9 units 5x4b + 2x2b + 2x1b 0 bedrooms Type 3 & 4 Bdrm. 28 bdrm ARAPAHOE _•LTD 0 8 units (4x4b + 2x2b + 2x1b) _ 0 bedrooms required parking: 28 p.s. ' CRAWFORD BURNEIt SURVEY s �, ,a• a � ;, �'_ P- rop. Firze ----Hydrant l& 2 Bdrm. 0 bdrm REMAINDER OF 58.30 ACRES corative0 7A units 5x4b + 2x3b 0 bedrooms required parking: 0 P. 7C units (7x4b) - 28 bedrooms VOL. 354 PG 416 DRBC 1.216o • ceACRES 0 6 units (4x4b + 2x3b) - 0 bedrooms Re uired Parkin Phase 6• 28 .s. , Parkin Provided Phase 6. .s. (NOT PLATTED). i1t \. -O •� '�s,r ' �•' a '•� '• �. a a �~" - ,.�, _ �E •,�.�~- I/S s g, s � 40 5A units (3x4b + 2x3b) - 0 bedrooms Cumulative Required Parkin 553P s. R 4 y,� . �, zF/,.��a,.t$• ''' ~�- <: �s�, �,i x_,. . .: �r . ��W .. . F��.,, ,,. „, ,.\ \� ,-n�-> . - . �>: ..T� • r,', _ „ro t�er- Water aYtPer P EXISTING 56 units (5x4b) 0 bedrooms Cumulative Parking Provided. 614 p.s. CT107 units 28 bedrooms � ) ' �, r•�j ~•-~ o e `t + � , 'fit 03 Phase Phase 7 ria n N 1 9 units 5x4b + 2x2b + 2x1b) - 26 bedrooms Type 3 & 4 Bdrm. 48 bdrm � � _ • , , . _ - � P - � . ,.. �, , , � .,�' > . � , LL10 - 8 units 4x4b + 2x2b + 2x1b = D bedrooms required parking: 48 .s. , ._ , ,_ .-- , ; -•�„ �to, 0 _ 7A units 5x4b + 2x3b - 0 bedrooms Type 1 & 2 Bdm: 6 bdrm >/` e e r� -;• -;_ t _ _ „;! �� ,, � - I `', required ired P ar i 9 .s. ` I I /, ; .. /. ,6�y. \ _0 �o , Ali•. - �W\ \\ L L. L � � , i._ L. UtL=-:J , �_ t_ �N-- <r: � l-� � , ,F' • ... , r � a � `_ •.�,pp" H .B -D _ :, , � { .� ;::,.��., ,:: , I:. , q ,z. ,... ��✓,.- . ,',i• ', ^• r ,��,!. /- � 7 units (7x b) = 2 bedrooms s BLD7 0 - 5A units (3x4b + 2x3b) 0 bedrooms Cumulative Required Parking. 610 p.s. 0 56 units (5x4b) r 0 bedrooms Cumulative Parking Provided. 666 p.s. 0 6 units (4x4b + 2x3b) 0 bedrooms Re ired Parkin Phase 7: 5 .s. Parking m9 Provided Phase 7: 5.s. / '' `;,Y--' -_,-.-•--' - - _ t(W;� z p _'`- •',\:, \,\i \ '\ % � \ e 16 units 54 bedrooms , - a , _ u $ r • •rye-rr I / N - I r _ ,x Phase 8 W ,� / , , I ti } ri �� r - �i , - < , ,r - _ ..J I , > __-_.--�- __:.:, � r-- ;: Pro re �, _ :. , _ ,> . t� 0 9 units 5x4b + 2x2b + 2x1 b 0 bedrooms Type 3 & 4 Bdrm. 44 bdrm / \ _�_�__ I i, . Pro .Fir :. - ( ) YP I l I I I ! i I I Top. ,' / . P_ , e J _ \\ 1 • Prop. „' _ H Bra t Qi r-„, - 2 12x12 \ _ _ _1 \ y¢ ..,,.. 2...12.x12 Y. �, r �i !nP,e fly�re[t ' \ ' 0 8 units 4x4b + 2x2b + 2x1 b - 0 bedrooms required parking. 44 .s. :, pro , - � Water -; _____ss �: / - - ' ( ) -� /Fire _ P _ _ _ _ . -_„ ,,,, i ;. '� .�w � Dum stet Pad \ _ - _ , -.> , _... nP,ad ,,a sir r . re € arm n P 1_12'x12' ,2 12x 2 � , D pste Fire Meter TYP - "„�; r,rf �s� ;:; �` ;:._, • .; , - s c _ Type 1 & 2 Bdrm. 0 bdrm `,iHydrant ( ) 1 - 7A units (5x4b + 2x3b) = 26 bedrooms Dum st:IDIimps t�r Y a PHydranf -re uired arkin 0 .s. ,_•__� :... r>, _.. .,. 9, ' �( -� 7' _._.i t q parking: ti -- i / P Pad / i 0 - Pad _. - a ..._ . .+ •._...._...._. -. :....-. .. �' -z.._w .� -r - --- •�` 7C units 7x4b - 0 bedrooms _ - •�• .._-� Required Parkin Phase 8. t - q G 3 a 9 44 p.s. - .- 0 - 6 units 4x4b + 2x3b = 0 bedrooms - / •-• -- � I .�� ��. Parkin Provided Phase 8. r 9 �-ps, i fx , a .- `:' I :.... - ' - - - _ .. .. . .. - _ _ » w 'x u,5 � � ,`•rk:Kte"d"',:' R�fr4:�i�:i._ RH�iv"':tt+'6g ,ert .,. 1 - 5A units 3x4b + 2x3b = 18 bedrooms -�� ( ) Cumulative Required Parking. 654 p.s. _ -• n», A , f.M >,,.., 0 5B units 5x4b - 0 .,> _ ._ .... bedrooms Cumulative Parkin Provided. �q� y . , w „ .w _ oe _ Exi 15 P.U.E �,r ( ) g--•+�'' , > i -- .s�::�;:�.,:+,n,-,<,�:. <.,,,:_ ,.�:. , as",°�s>,.�.,.,,;::at,..• .-�,,..,,,.,.y.`;�§4. :r >„'ar*c:>r .'.r:,En`_ • x.:xs.:..rr .nom: -.:. ,xc . �,>t- -:P>, n. t• TJr' uT ur - uT _ k 'Ur _ _ _ _ . _ _ _ '--._- „^ --.-� .•'•^^'^^�.°•v'-' -.. _ _ _ _ _ _ _ _ _ ----------------------------------------- _ _ _ _ " gas " 12 units 44 bedrooms e_� _ » - _ _ _ _ _ _ _ _ (Vo .=, PG-) 5' Side Exist. Guywire Bla k Decorative , _ _ _ . 81 c- Decorative }� / - - Fence -_._-__» ------------------------------------------ ---------------------- � --_- _Setback_ " (To Be Remove) Iro Fence_ - 'Jos Phase 9 - _ ---_ -- --- --- m N 88'18'02" E! 1 - 9 units (5x4b + 2x2b + 2x 1 b) = 26 bedrooms Type 3 & 4 Bdrm: 46 bdrm _------­------------- 37.33' 0 - r0F%, 8 units (4x4b + 2x2b + 2x1 b) 0 bedrooms required parking: 46 p.s. '[� �� l p p _ _ _ _ _ _ -------- 1 - 7A units (5x4b + 2x3b) = 26 bedrooms Type 1 & 2 Bdrm: 6 bdrm // r� S t�� - : _ ; 0 - 7C units 7x4b - 0 bedrooms required parking: 9 p.s. 'r -, _ _ STATE OF TEXAS. D - ( ) - m Required Parking Phase 9: 55 R•s• - - ��►�e►?±�"P C`© t� �11"�"k-� 't'1 _ - VOL. 266 PG. 723 - .�, FA r' 0 6 units (4x4b + 2x3b) 0 bedrooms Parking Provided Phase 9: _103 p s 5 " �, �fT 7 y t.MPO 0 - 5A units 3x = - - - - �t� F C�- • L, - ;.� C V _ pp p ( 4b + 2x3b) 0 bedrooms Cumulative Required Parking: 709 p.s. 324 _ _ _ _ _ _ _ _ _ _ - HARVEY MITCHELL '� 'Z 8 _ � -�' �' �;w►=t,-�. -N,� V�_ . �� ITG EL-� -PSR I�-WA (� - 8 0 5B units (5x4b) = 0 bedrooms Cumulative Parking Provided: 885 �s _ _ - - - - p - - - ~ - - - - - - - - - - - - - - - - - - �' qty 16 units 52 bedrooms -_____ - z Qi ( '"'''� t^ +� _---__------ R.O.W. VARIES__ ---------- ------ f ty / 323 - - - - �� '`-��� t:r 6`�4 _`._ _ _1• - y t`}\4_. ZQ M 1°1 I1 s? �a1 - -» ---------------------- ---­----------- -------------------------------- ------ __---------_------- _-- 30, PCIP" Phase10 »-- --------------. __-___»_»_»__»____-_- --- ----- - _---__.___-_-_______-_____----_--------_-_»»-_»_»»____--------_--__----------______--___,_ _ �` FL= 2 �'° " - - - - - - - "� 'U tai .• - 4 u-� + S ------------------------------------- ------ -------- ----- 1 ° �"' ---- i1..LL�i1:: 0 - 9 units 5x4b = RQF': ---------------------------------»__________.».___-__»____"-__.___--__----_-____.__-__-_-_-__ __-__""--__ - 32• r:'�-w.'� - ( + 2x2b + 2x1b) 0 bedrooms Type 3 & 4 Bdrm: 52 bdrm ________________»__ ______ ______-._-___"._______________________.______ _--_- ____ 4 FL=315: - ------_-_--- ------------------------ -------------------------------------------- - « ---, 0 - 8 units 4x4b + 2x2b + 2x1b = 0 bedrooms required arkin : 52 .s. --__._ 41»__________________________________________________"____--__---------_"______"___.___"-_____"_-- 3?0 - -- - - -� ����ti✓5 2 - 7A units 5x4b + 2x3b = 52 bedrooms TYPe 1 & 2 Bdrm: 0 bdrm ; a -__ _ ___.___-..____-_ - _ " - --»---------------------------------- - ___.___-__-_-_ --- ----- - `�---------__-_-- ( ) -:._-----__---- - - - - 9N L,i�►It_�. --- required parking: 0 p.s. - _ _ _ _ 0 - 7C units (7x4b) 0 bedrooms ------------- ______.__--___.___.____-___------____ _-----------__ -___----_-__-------______»___ _____-.-- ---______ Required Parking Phase 10: 52 p '--,'------'"-------------------- ______.---~_- -_`- __--- - - - ----- '• __ ------ -----------�--- m-------------------------- 0 - 6 units (4x4b + 2x3b) = 0 bedrooms '---`--"--- ---- Parking Provided Phase 10: 0 p.s. ------------ _________ _`__0 - 5A units (3x4b + 2x3b) = 0 bedrooms Cumulative Required Parking: 761 P•s• _ _ - - - - - - ------------- 14 _ _ » - - � - � � - - - - 0 - 5B units (5x4b) = 0 bedrooms Cumulative Parking Provided: 885 p.s. 14 units / 52 bedrooms lui MITcHELL G MORGAN T.979.260.6963 F.979.260.3564 TX. FIRM #I F-1443 511 UNIVERSITY (, DRIVE EAST SUITE 1204 COLLEGE STATIO TX 77840 i PLAN & DESIGN S ECIALISTS IN CIVIL ENGINEERING HYDRAULICS HYDROLOGY *UTILITIES STREETS SITE PLANS *SUBDIVISIONS www.mitchellaridmor an.com Fi�m #F-1443 04/12/13 ??::.................... ............. VERONICA J.B. MORGAN ....................... ..p ........... o'•, 77689 oFsG� ST�FtG\\,� �' SloNAL �N r i< r APRIL, 2013 Designed by;j VJBM Drawn By: (!, JUJ Checked By: VJBM i i I C6 L'- ZoZ rn �oONo� O J ~ M n g � I O I i ryN l I I i i i i O i i I O I J W O Q W I i. i i j PROJECT BENCHMARK: SQUARE CUT ON TOP OF CURB ON SOUTH SIDE OF HOLLEMAN DRIVE APPROX. 200' NORTH OF INTERSECTION Ir}; WITH FM 2818. X= 3553461.31, Y= 10199936.19, Elev= 322.23 ' I� �h Ex. 6" SS Line�� Ex. 8" ,'yam Waterline �Y5_ l D NOTES: 1. NO SPLICES IN COPPER TUBING WILL BE ALLOWED GENERAL CONSTRUCTION NOTES: k BETWEEN THE SERVICE SADDLE AND THE CURB STOP w GRADE o d 'fes~ OO FOR SINGLE SERVICE OR BETWEEN THE SERVICE STRAIGHTB DOUBLE ICE) PLUG- e z CLEANOUT PAVING 1. It shall be the res onsibilit of the Contractor to verify the exact location Of ALL SADDLE AND THE WYE FOR DOUBLE SERVICE. (2 FOR DOUBLE SERVICE) (AS NEEDED) NEEDED) responsibility Y 2. IT SHALL BE THERESPONSIBIUTYOF7HECONTRAOTOR O existing underground utilities. Furthermore, the Contractor shall contact all utility company TO PRESSURE TEST LINE IMMEDIATELYAFTERTHE J representatives a minimum of 48 hours in advance of any excavation. l j STREET CROSSINGS HAVE SEEN INSTALLED. 3. MARK EACH SERVICE END WITH METAL"T"POST - - 4'MIN.-------�- PAINTED BLUE. a. Contact Dig Tess © 1-800-344-8377 { m 4. MATERIAL USED SHALL BE AS SPECIFIED OR AN APPROVED EQUAL. 1-112" BALL VALVEX 1 b. Contact Kimberly Winn ® ATMOS 774-2506 „ „ , z 6: ALL CONNECTIONS TO BE COMPRESSION TYPE, (FOR DOUBLE d �• SERVICE ONLY) 1CONCRETE C. Contact. Mike Lavender ® Suddenlink 846-2229 pB, ALL SERVICE WYES &EXTEN SIONS ARE TO BE Q ; INSTALLED WITH THE MAIN LINE CONSTRUCTION d. Contact Isabel Cantu Co? BTU 821-5770 to M T. METERS AND VALVE BOXES SHALL BE PLACED BY THE V EWA A CITY UPON PAYMENT OF FEE. CLEANOUT STACK e. Contact Mitchell Gas CSD 779-4460 _ DorIBLESERVICE DIP OR PVC f. Contact Union Pacific Resources ®778-8525 8. LOT CORNERS SHALL BE MARKED WITH A LATH UNDER ry 0 THE SUPERVISION F A'RPLS UPON COMPLETION OF g. Contact Richard Wallace ®Verizon 821-4752 CONSTRUCTION. h. Contact Gllbert Ramirez O CSU (ELectrical) 764-6255 J HARVEY MITCHELL PW. SOUTH Z°o i. Contact Butch Willis @ CSU (Water/Wastewater) 764-3660 & SEWER LINE _ - - xr- 0 M CONC.CURB&GUTTER DIA. OF PIPE R oZ CAP END F8 / . l , , t r, ON PLANS FUTURE 2. All construction shall be in accordance with the current City of College Station (C.S.) mm _ EXTENSION Standard Specifications for Street Construction, B/CS Unified Technical Specifications, Water /� COLLEGE STATION oeo l } �' >� Z and Sewer and Generals, 2012, and BCS Unified Design Details. All inspection shall be j Crrr uMlrs m n► 12" MIN: 24" MAX. '; * SEE TECHNICAL SECIO3 STRAIGHT BALL VALVE A-2'MIN. performed by the staff of the City Engineer of C.S. All construction shall be coordinated with T.S..: \ o y FOR. MATERIAL REQUIREMENTSWITH PLUG (2 F. C DOUBLESE VIDE) I ('450 WYE the City of C.S. City Engineer. v 3. In lieu of using the construction materials indicated in these plans, the Contractor shall \ mn( IN LINE m 4' N. MI < obtain written approval from the City Engineer for any substitution prior to Construction. A "COPPER TUBING �/ C 1"TYPE"K Requests for changes should include product information and an engineers seal where V/C/N/T / MAP (2 FOR DOUBLE SERVICE) O N E WAY CLEANOUT q g P g 1-1/2'x1"BRASS WYE applicable. The contractor shall be financially responsible for the engineers time spent (1 FOR DOUBLE SERVICE) N.T.S. reviewing changes and redesigning based on contractors requests. CORP STOP 1-112"BALL VALVE 4. Trench Safety Requirements shall be in accordance with O.S.H.A. Standard 29 CFR Part (J FOR DOUBLE SERVICE) \ `\ 1926 Subpart P and all federal, state and local regulations. 6�, WATERLINE G D CKFILLING All t and backfilling shall conform to the �+ 1"TYPEKCOPPERTUBING�SINGLESEt�VICE1 � �� 5. TRENCHIN AN BA trenching n 'ng APPROVED SERVICE SADDLES 1.1/2'' TYPE K COPPER TUBI G (DOUBLU SER ICE) i M FOR DUCTILE AND PVC OR (SEE NOTE 1) Exist. specifications set out herein. Testing shall be provided by a certified laboratory, at the #3 Bar TAPPED TEE » ti� 8 WL �� Owner's expense, to verify these standards. Any retesting due to substandard work shall be t `\ at the expense of the Contractor. Structural areas shall include all sidewalks and shall 777 extend extend 5' beyond the curb lines of all streets, alleys and parking areas. X/ \f Soil Backfill T.979.260J F.979.260., TX. FIRM # F 511 UNIVERSITY11 DF SUITE 20 COLLEGE STATION, PLAN & DESIGN i SP*E( CIVIL ENGINEERING I• HYDROLOGY * UTILITIES SITE PLANS * SUBDI I www.mitchellandmc VERONICA J. MC 77619 S -r! eo NAL 6. It is the responsibility of the contractor to comply with all State and Federal 6" Regulations regarding construction activities near energized overhead power lines. Additionally, i`` APRIL, 1201 12' Designed by: the contractor shall coordinate all proposed work and procedures with the City of C.S. Drawn B: °5 ; :Concrete Checked B : ! % Electrical Division. Pvmt BY: 7. All materials & labor not identified as a Separate Bid Item shall be considered :. subsidiary to the item in which it is used. All materials and equipment shall be both furnished and installed unless otherwise noted. TEMPORARY CURB Exist. -' `, \. 8. The Contractor must provide construction staking from the information provide on these DETAIL Retaining Wall plans. I IVTS exposed ceive ulch seeding. � �� 9 All soil xpo ed by shall re cellulose fiberm ng. •, & EX. 30- EX. 8" Al��` 10. Trenches may be left open overnight if properly barricaded. --i 6„ HDPE J\ = \ 11. Adjustment of Water Meters, Valves, Manholes, Irrigation Systems, and any other Public �Ly C3 Cc NEW CLEAN OUT �� Water .' 3 or Private Utility, etc. are not separate pay items. The Price of the adjustment shall be �� ` TOP OFC 0=313.25 \ Line Exist. 36" \ ,'� � subsidiary to the construction of Sewer Line, Force Main, etc. 3, O R FL (6")-307.17 ' HDPE 12. The contractor shall coordinate with Atmos, Suddenlink Communications, BTU, CSU, and Verizon to adjust the location of existing facilities. p EX. 8 13. The contractor is responsible for traffic control. This is not a separate pay item. " PVC Water ' `- - - s - - 14. Temporary spoil areas will be identified on site by owner. Clean dirt may be stockpiled 12 O ' Line and remain onsite if properly compacted in lifts and tested for density by geotech. These 67.45 L.F. OF 6V I U \ (ASTM S3034 SDR_ 26) permanent fill areas will be identified onsite by owner. 1.04% SLOPE Kk VARIABLE 15' Front `` 15. All roof and ground -mounted mechanical equipment shall be screened from view or WIDTH P.U.E. Setback isolated so as not to be visible from any public right-of-way or residential district within FIRE LAME PROVIDE 70 L.F. 2-2"� DESIGNATED (103781 17) 150' of the subject lot, measured from a point five feet above grade. Such screening shall to jr- Of) fifteen (15) feet apart. In addition to the curbs being striped, a fire lane sign 12" wide be coordinated with the building architecture and scale maintain a unified appearance. PE 3 CURB 7Y BLE PVC ELECTRICAL CONDUIT 6SS Temporary/'' * 8" (eight inch) high red stripe and 4" (four inch) white lettering may be striped on the surface of the pavement behind parking stalls in lieu of signage.' 16. All soil exposed 17. Fire suppression by construction shall receive cellulose fibermulch seeding. lines shall have a lockable lid on the isolation valve. The lockable lid / / P.U.E. AWAY ZONE �� Curb -� Provide Grate Black Deco shall, at a minimum supply protection as the AMPro USA LL562-WA locking lid. Alternate FOR USE WITH CONCRETE PAVEMENT OR APRON NOT A SEPARATE PAY ITEM /, , �\ -., ,., -.. , .., ,T ;� ,. G • ;� =� INN over Ex. Storm i iron Fence Inntcnhla rrI Gnnll hp aaoroved by College Station Utilities Director or his/her designee. NTS FIRE LAME firelanes on plans shall be paint reds/„ with 4" (four inch) white lettering ating� DESIGNATED PARKING ONLY Wording may not be spaced for than WOKING ®TOW firelanes on plans shall be paint reds/„ with 4" (four inch) white lettering ating� "FIRE LANE -NO PARKING -TOW AWAY ZO Wording may not be spaced for than Of) fifteen (15) feet apart. In addition to the curbs being striped, a fire lane sign 12" wide and 18" in height (as seen hereon) shall be f mounted at each entrance.* * 8" (eight inch) high red stripe and 4" (four inch) white lettering may be striped on the surface of the pavement behind parking stalls in lieu of signage.' AWAY ZONE ATEIDI — LUV ru ily tiNucoz) —iu n VQJWIc �Fu­ 1—jus—FIRE LANE NO A 200 — 300 Parking spaces —>7 Accesible Spaces Required I'; .Rn �'' 301 - 400 Parking spaces ->8 Accesible Spaces Required *FIRE LANE* STRIPING n/ 401 - 500 Parking spaces ->9 Accesible Spaces Required 18" x 12" NEW ESA/ WAd TER See Ordinance for f f r`/ `/f/f„j 501 -1000 Parking spaces ->2% of Total Parking Spaces .� , additional Informatio FIRE LANE SIGN SERVI CE INSET TOTAL PARKING SPACES: 413 parking spaces TOTAL ACCESSIBLE SPACES REQUIRED: 9 H.C. spaces PARTIAL SITE PLAN 12 H.C. SPACES PROVIDED (Includes 4 Van Accessible) NOTE: CONTRACTOR SHALL ONLY PAINT CURBS AND NOT PAVEMENT A i, S. (PAVEMENT STRIPING SHOWN FOR ILLUSTRATION PURPOSES ONLY FOR FIRE MARSHALL) SCALE 1 "=20' J 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 F.979 260. METAL T -P 5 ST AS 8" OF FILTER FABRIC TO EXTEND REQUIRED TO INTO'A TRENCH AND BE ANCHORED MAINTAIN WITH COMPACTED BACK FILL CA. DUIL_IJIINU FF=31 6.25 0 ,1� z E X . DETENTION POND" Mi int (PHASE 1—C) STORM DRAIN -�,- I N LEE PROTECTION SwPP 1-00 X. STORM DRAIN INLET I 01 7 c� EX. PARKING LOT , l A \\3A SILT FENCE ASSEMBLY�� SWPP 1-03, r� 10000* 000* S` ' MC s � AND MUST NOT DEGRADE DUE TO ATMOSPHERIC CONDITIONS. SAND BAGS SHALL BE REPLACED UPON FIRST SIGN OF DETERIORATION. ` �f METAL T -POST AS REQUIREDTO MAINTAIN- ' `f <'C ,�'�,��,,; �< ,E`• '7IL APRIL, 201: � \ � � REPLACE EX SLID OVER Designed by: � By,' - TEMPORARY OF JUNCTIO BOXY WITH Drawn B CURBS TEMPORARY GRATE .TOP TO STORM DRAIN Checked By: r.313.17\ �, ENSURE DRAINAG OF INLET PROTECTION k r05 \\\ EXISTING SITE C IONS _ _ _ _ _ ✓r DATE DETAIL N0. / B/CS UNIFIED crmosCouscESrercox AUG'. 2012 STANDARD DETAIL SWPP1. -00 00 'STORM DRAIN 1 ► 1111\ !--T 5di ..`11,.f"1 /1Tf� /1T� /1 - S✓ �j L PARTIAL SITE . 2"X4" WIRE MESH FASTENED TOT -POST T.979.260.i 0.1 SEDIMENT CONTROL FABRIC Q- FASTENEDSECURELYTO F.979 260. METAL T -P 5 ST AS 8" OF FILTER FABRIC TO EXTEND REQUIRED TO INTO'A TRENCH AND BE ANCHORED MAINTAIN WITH COMPACTED BACK FILL SPACED 6' PART I TX. FIRM # F SILT FENCE AND/OR CINDER BLOCK HAY BALES TO BE I ACCUMULATE. ALIGN FENCE 511 UNIVERSIT DF 501' r ALONG SLOPE CONTOURS. DRAINAGE FLOW f SUITE 20 P R� P x FILTER FA $ • NOT TO COVER DRAIN INLET �' 17 / COLLEGE STAT[ N, p yP SANDSAG4 4"X4" MIN. TRENCH 4" 20" PLAN &DESIGN SPE( 'i I § FABR C ILT FENCE ASSEMBLY CIVIL ENGINEER[ G F HYDROLOGY * UTI (TIES n _ , BXS UNIFIED DETAIL N0. ROCK SIZE 314" TO 1-1/2" 3 2012. SITE PLANS * SUBDI www.mitchellan,dmo IFirm EE NOTE ,: ?? C ........................ TEMPORARY DEVICES AROUND DRAINS ARE USED TO DETAIN STORM ` AND/OR ` VERONICA J.B. FILTER SEDIMENT -LADEN THE PROTECTION ALLOWS 'i RUNOFF .j rf r /// -SEDIMENT r ' A'.� 7768MO 9 < TO SETTLE PRIOR TO DISCHAR A STORM DRAIN INLET OR HE: SIN ISO CATCH BASIN. ` / S ��EZ SAND BAGS SHALL BE UV HAY BALES —> `: RESISTANTN; ' E �c . • . j . SS/OhIA1' ENS AND MUST NOT DEGRADE DUE TO ATMOSPHERIC CONDITIONS. SAND BAGS SHALL BE REPLACED UPON FIRST SIGN OF DETERIORATION. ` �f METAL T -POST AS REQUIREDTO MAINTAIN- ' `f <'C ,�'�,��,,; �< ,E`• '7IL APRIL, 201: � \ � � REPLACE EX SLID OVER Designed by: � By,' - TEMPORARY OF JUNCTIO BOXY WITH Drawn B CURBS TEMPORARY GRATE .TOP TO STORM DRAIN Checked By: r.313.17\ �, ENSURE DRAINAG OF INLET PROTECTION k r05 \\\ EXISTING SITE C IONS _ _ _ _ _ ✓r DATE DETAIL N0. / B/CS UNIFIED crmosCouscESrercox AUG'. 2012 STANDARD DETAIL SWPP1. -00 00 'STORM DRAIN 1 ► 1111\ !--T 5di ..`11,.f"1 /1Tf� /1T� /1 - S✓ �j L PARTIAL SITE O . 2"X4" WIRE MESH FASTENED TOT -POST O SEDIMENT CONTROL FABRIC Q- FASTENEDSECURELYTO T -POST& WIRE MESH METAL T -P 5 ST AS 8" OF FILTER FABRIC TO EXTEND REQUIRED TO INTO'A TRENCH AND BE ANCHORED MAINTAIN WITH COMPACTED BACK FILL SPACED 6' PART I ALLOW 2.5' TO 5' AT TOE OF SILT FENCE AND/OR SLOPE FOR SEDIMENT TO HAY BALES TO BE I ACCUMULATE. ALIGN FENCE USED IN AREAS O 501' r ALONG SLOPE CONTOURS. DRAINAGE FLOW f if .i•I,f I f OIR�EG,TI.,--F FLOW NATURAL GROUN �' 17 / 4" 4"X4" MIN. TRENCH 4" 20" 'i I ILT FENCE ASSEMBLY CmroFCOUEG> STnnov DATE BXS UNIFIED DETAIL N0. CTTY.oFBRYAN . 7uc ui;n.s�. AU 2012. STANDARDDETAILSWPP1-03 O Ni r O LU CJ Q C'3 C5 (0 Q- �pLU In J g o U SW P P 1= 03 removed curb and tie it to the rebar of the new curb. O 0010 'II t CONNECT TO EXISTING CURB DETAIL NTS STORM WATER Q) POLLUTION PREVENTION PLAN GENERAL NOTES , GENERAL W ,;..., Length shown 9 1 All contractor vehicles, including employee's vehicles, shall park within on Plans ,� the project site to minimize traffic on the public streets adjacent to the Standard, '� 1:1.. Slope work site entrance. Contractor will provide sufficient parking areas to accommodate his vehicles. Any areas disturbed or destroyed by vehicular ' parking will be repaired to original condition prior to completion of project. 2. Contractors shall ensure that no dirt from the project accumulates in ,> CURB OPENING DETAIL the existing streets. If dirt or debris from the project site accumulates on I adjacent streets, the !contractor shall immediately clean those areas. st inch .T'22;0- feet, � N.T.S 3. Contractor shall lace erosion control protection at appropriate , �`� downstream locations to minimize silt and debris from leaving the V L construction site and entering the drainage system. Q 4. If required on the plans, the contractor shall maintain a vehicle wash New Pavement Existing Pavement down area of sufficieht size and in a location to facilitate cleaning his vehicles prior to leaving the work site. Drill & Epoxy Proposed �x, \ Reinforcement into Existing 5. Once vegetation is well established contractor is responsible for Concrete (Min. 9" Depth Drill) removing all temporary erosion control measures (i.e. silt fences, rock �i Proposed Reinforcement (Epoxy per TxDot 5016) See Detail check dams, etc.) , 6. Structural controls shall be installed as soon after clearing as 117-7. ° practical and maintained in good working order until the site is stabilized. . Alternate structural controls may be utilized if approved by Engineer. /�, e ' /C e 8. The contractor shall comply with the TCEQ STORM WATER DISCHARGE ! � CONVECT TO EXISTING PANT DETAIL PROGRAM and is res�Ionsible for completing and filing the appropriate NTS FILENAME: connect—exist—pavemeniLdwg PLOTTED: 24 Feb 2011 — 12:09 Pm VI W � AUK O. �r 47 ��CE � .,,.m 4 F4 y 5= afP MAY 0 6 2013 7 ENGINEERING I CITY OF COLLEGE STATION GPS MON. 131 / rj BEARS: N 2546'51" E 5579.40 �! NO PORTION OF THIS TRACT LIES WITHIN A l / 10' PUBLIC UTILITY . DESIGNATED 100 YEAR FLOODPLAIN ACCORDING EASEMENT, 6118/47 TO THE F.I.R.M. MAP, COMMUNITY PANEL N0. 48041 C0325E, REVISED DATED 05-16-2012. SEE METES AND BOUNDS PREPARED MARCH, \\ 2013, FOR MORE -DESCRIPTIVE INFORMATION. \ CM - CONTROLLING MONUMENT FOUND AND �\ N/F USED TO ESTABLISH PROPERTY LINES. \\ DOUGLAS C. BISHOP AND 6 p. PROPERTY CORNER \ \ g 36/1BISHOP FALLS IN CONCRETE BEARING SYSTEM SHOWN HEREON IS BASED ON - .r..'.. \ FOOTING OF COLUMN \ \ GRID NORTH AS ESTABLISHED FROM GPS » OBSERVATION. SCALE: 1 30 \ \\ �0 30 0 30 60 90 Feet ( , \ S Cl LEGEND: 10' PUBLIC UTILITY 7 O' EASEMENT, 6118/47 Q R=50.00' D=89'1927„ -0- UTILITY POLE � GUY WIRE ANCHOR ' . ' •�\ \ ARC=77 95 AERIAL�ELECERIC LINEST-49.41 P o a �ti 1� • \ \\ N/F CHORD=70.29' WOOD FENCE MATHEW S. VOSS 6' _ » Q oh ��..::• \ BRG N 01'06 00 W \ AND MARY VOSS ' �o J ,;,:,' " \\ 7466/90 �i s DEED. CALL "CHORD (10058/12): CONCRETE �O 5 \ St) %omj N 01 06 36 W 70.29 hoh �``3', \ 8 'S A s S�CQ,, RS JE EMY J. BALKE 10023/53 SUBJECT �•:: `39 F 6'- TRACT p� u•:; .,�9 �9 VICINITY MAP eNOT TO SCALE \ / CURRENTLY ZONED SINGLE-FAMILY RESIDENTIAL (R-1) O - _ -IRON--- _ < INCH 1 2 N \ ROD FOUND - CIA/ u \ N F ✓ L \ JONATHAN D. HELANDER / STORM SEWER ; , • \ 79 04/287 MANHOLE . \ - 10 METES AND BOUNDS DESCRIPTION OF A 3.661 ACRE TRACT ROBERT STEVENSON LEAGUE, A-54 N/FV. / // OLLEGE STATION, BRAZOS COUNTY, TEXAS 7848/276 NIGHT / / ( \ \ / METES AND BOUNDS DESCRIPTION OF ALL THAT CERTAIN TRACT OR PARCEL OF LAND LYING AND BEING SITUATED :• ' �\ / / IN THE ROBERT STEVENSON LEAGUE!, ABSTRACT NO. 54, COLLEGE STATION, BRAZOS COUNTY, TEXAS. SAID TRACT \ / / BEING A PORTION OF THE REMAIND R OF A CALLED 117.5 ACRE TRACT OF LAND AS DESCRIBED BY A DEED TO GARY SEABACK RECORDED IN VOIU' E 2597, PAGE -186 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, ': • .. \ \ 10' PUBLIC UTILITY ,/ // TEXAS. 1/2 \ EAS / INH IRON EMENT, 6118/47 - ROD SET .•_ .:• \ \ / , SAID TRACT BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: :. •.- \ / \ BEGINNING ATA 1/2 INCH IRON ROD FOUND ON THE NORTHEAST LINE OF VICTORIA AVENUE (70' R.O.W.) PROPOSED ZONING ♦ / 11 MARKING ,W T CORNER OF LOT 17 BLOCK 1 REATTA MEADOWS SUBDIVISION ACCORDING TO THE PLAT - • .: \ / ♦ G THE ES CORE , :. SUBURBAN COMMERCIAL (SC) 1/2 INCH IRON \ \ / , '� RECORDED IN VOLUME 6118, PAGE 47 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS; FIRE ... ROD FOUND - CM 6' \ / / _ HYDRANT , :•.:'• , \ / , G n � O THENCE: N 45 45 00 W ALONG THE NORTHEAST LINE OF VICTORIA AVENUE FOR A DISTANCE OF 350.64 TRAFFIC •..:. 3.661 ACRE TRACT `' / �\' FEET (PLAT CALL: N 45' 46' 16" E - 400.00 FEET, 6118/47) TOA 1/2 INCH IRON ROD SET MARKING THE SIGNAL ' '.:� / SOUTH CORNER OF A CALLED 522 ISQUARE FOOT TRACT OF LAND (ROW) AS DESCRIBED BY A DEED TO THE PROPERTY CORNER L CITY OF COLLEGE STATION RECORDED IN VOLUME 10058, PAGE 12 OF THE OFFICIAL PUBLIC RECORDS OFUNTY TELEPHONE CURRENT Y ZONED / BRAZOS C T ' ' " . SAID IRON ROD SET PEDESTAL DROP 0 TEXAS (DEED CALL: N 45 46 16 W - 350.63 FEET r10058 . /12 ) y AGRICULTURAL—OPEN (A-0) INLET / FALLS IN CONCRETE MARKING THE BEGINNING OF A CLOCKWISE CURVE HAVING A RADIUS OF .0.00 FEET; F , •..... FOOTING OF COLUMN THENCE: ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 89' 19' 27" FOR AN ARC DISTANCE OF 77.95 FEET CHORD BEARS: N 01' 06' OQ" W - 70.29 FEET DEED CALL CHORD: N 01' 06' 36" W - 70.29 FEET: / 12 10058/12) TO A 1/2 INCH IRON ROD SET ON THE SOUTHEAST LINE OF BARRON ROAD (90 R.O.W.) MARKING .; SIGNAL 1/2 INCH IRON / THE END POINT OF SAID CURVE; CROSSING 4 ::.9rBOX ROD FOUND - CM SIGN , j, / THENCE. N 43 33 28" E ALONG THE SOUTHEAST LINE OF BARRON ROAD FOR A DISTANCE OF 350.59 FEET / DEED CALL: N 43 33 04" E - 350.59 FEET 10058/12) TO A POINT IN THE CONCRETE FOOTING OF A F / COLUMN MARKING THE WEST CORNER OF LOT 6 OF SAID BLOCK 1, 9 , THENCE: S 45' 45 28 E ALONG'THE WESTERLY LINE OF SAID BLOCK 1, AT 218.31 FEET PASS A 1/2 INCH 13 IRON ROD FOUND MARKING THE SO H CORNER OF LOT 7 AND THE WEST CORNER OF LOT 8 OF SAID BLOCK 1, AT 338.31 FEET PASS A 1/2 IN H IRON ROD FOUND MARKING THE SOUTH CORNER OF LOT 9 AND THE "�,•, •.,�F / / WEST CORNER OF LOT 10 OF SAID BLOCK 1, CONTINUE ON FOR A TOTAL DISTANCE OF 399.99 FEET (PLAT / CALL: S 45' 46' 16" E - 399.99 -EET, 6118/47) TO A POINT IN THE CONCRETE FOOTING OF A COLUMN ON NSF ✓ THE NORTHWEST LINE OF LOT 13 ��F SAID BLOCK 1. SAID POINT MARKING THE SOUTH CORNER OF SAID LOT 1/2 INCH IRON F GARY SEABACK , 10. ROD SET s PORTION OF THE/ N/F / BILLY GILSTRAP AND L 9F` REMAINDER OFA / 10 , PUBLIC UTILITY EVILEE GILSTRAP THENCE: S 43' 32' 56" W CONTI UING ALONG THE WESTERLY LINE OF SAID BLOCK 1, AT 52.70 FEET PASS A / CALLED 117.5 ACRE TRACT , 10280/218 1/2 INCH IRON ROD FOUND MARKING THE WEST CORNER OF SAID LOT 13. CONTINUE ON FOR A TOTAL . q 2597 186 / / / ) TO THE POINT OF EASEMENT, 6118 47 DISTANCE OF 400.05 FEET (PLAT C LL. S 43' 32' 35" W 400.00 FEET, 6118 47 F / BEGINNING CONTAINING 3.661 ACRES OF LAND, MORE OR LESS, AS SURVEYED ON THE GROUND MARCH, 2013. •. \ / / BEARING ORIENTATION SHOWN HEREIN IS BASED ON GRID NORTH AS ESTABLISHED BY GPS OBSERVATION. 14 / / I CSG / N/F KATHLEEN L. SHEHI AND •::: ��1 GEORGE E. RADER - L ;,a• \q /J �Q 9397/149 �.'` 15 J �•, . \ '\' otK + •'' f p P Ais. •; .. 9 ,y P O Q N/F - 0 P -9q! . •. : • / ,4j CHRISTOPHER E. MIZE AND e. •.� � . MELISSA MAR EL M ZE ( '::. 9 •�J v 9301/129 CURRENTLY ZONED yJ oSINGLE / - - O. st0 ., .. .p FAMILY RESIDENTIAL (R 1) s G / h l �' L o F / O O SHANRILAL CHHITUBHAI PATEL . �` �R, .•\ ZONING MAP %1� /- .� • ::.. '9 / '\ 10570/154 _ OF A ACRE TRACT :., ROBERT STEVENSON LEAGUE A-54 / / 17 N/F JAMES M. WYATT AND SHANNON M. GAREY COLLEGE ST ATI 0 N BRAZOS COUNTY TEXAS • y \ --, // 11015/220 " SCALE: 1 INCH - 30 FEET :.. KS SURVEY DATE: 03-21-13 :<.• / / ZONING MAP DATE: 03-26-13 . C REVISED DATE: 04-16-13 JOB NUMBER: 13-186 CAD NAME: 13-186 15' PUBLIC UTILITY EASEMENT, 6118/47 CR5 FILE: 13-186 POINT OF 18 PREPARED BY: KERR SURVEYING, LLC BEGINNING 1/2 INCH IRON 409 N. TEXAS AVENUE ROD FOUND - CM \ BRYAN, TEXAS 77803 PHONE (979) 268-3195 •