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HomeMy WebLinkAboutDrawings!:lq SS i C G 4 Typical B Unit Plan Saoi.. 1/4' - I' -0' 2 Bo&r / 2 5&ch 950 SP. 7 F 4 m a NO EXTERIOR ISH IS 2�° ME AND ZDI 51 011 E M 1 Typical B Unit - Building Plan Sad., 1 /6' - 1' -0' 5,600 S.F. a- CD U I CD X I C C0 U) AZI W ° Project. 04421 SPOUT Dote: Feb. (5, 2004 2 Typical B Unit Building - Front / Rear Elevation D S-I.. 1/6' = r -0• o CaPYS"a =004 Ml a yak K• Sheet 3 of B 1s, Specir ations and other documents prepared by Me Architect far this Project are intrument$ Of the AmhMeCle serrite for use Solely rc with petl to this Pra*cl. and the Architect she# be deemed the author of these documenls and shoes .(.0 ad common b., statutory and other /.served rlghfs, i- hiding the Cpyrtpht. The De— shag be permitted to retain copies, i-Wi.g reproducible copies, of Me D..rhps, Spet.YCOtions and other documents for information and - .rent. in connection eith the Denis use and accuponcy of the proiect. The Architect's D- .ings, Specifications or other documents shah net be used by the Owner a others on ether projects, law oddiff s to this Project or for Completion of this Project by other, esept by agreement in —Yinq and Oh appropriate Compensation to the Arch#ect I F R A N K ■ to ■ A R C H I T E C T S . FOR INTEMM RL ONLY. THEW DRAMNSS AND/OR SPWIMATIONS ARE INGOPARLEM AW ARE NOT RfTENUED FOR 9HODIN6, FM41T, OR GOl1STRLCTION DOCAMENT5. 6EONSE M FRANC RE515TER® ARGNITECT STATE OF TEXAS, NO. WO CD W E 2 CD E cc Q Ca r 3 Typical B Unit Building - End Elevation S-1., 1/6' - S r -0' OMT MV KAUl • W- UNITS .b© e 2 1 7ining " -- - - -= ©p Bath 2 m �6klO -4' i - VGT II . 5ti1D GAR/ET VGT C ........... . V fM A O cAe 1�� --• p IR Glo cAwFeT Sale �_, CATHEDRAL cE1uN6 ;. GARFCr - L Qvlr Room VGT -----! j W gdS_ • : 4--� 5 Bath 1 GA/VtT " - -- VGT , -- - - - - - -' 40w Covered 4{ 2 ' -4 ' Porch ° Glo • GIJ+PCTQ ..�... - - - --• " y ' Sto t ___ Beelroom I, \\ : 12W"-4' I F R A N K ■ to ■ A R C H I T E C T S . FOR INTEMM RL ONLY. THEW DRAMNSS AND/OR SPWIMATIONS ARE INGOPARLEM AW ARE NOT RfTENUED FOR 9HODIN6, FM41T, OR GOl1STRLCTION DOCAMENT5. 6EONSE M FRANC RE515TER® ARGNITECT STATE OF TEXAS, NO. WO CD W E 2 CD E cc Q Ca r 3 Typical B Unit Building - End Elevation S-1., 1/6' - S r -0' F Z6' -0' 'I' -0• r-rI• s'-a• s' -II i VGT ! T 4 uJlnin� j Katz` errf LIn m o 6 Nc f Both h VCT n T E_.._! �O I 9� -------- �:: rEEILI�� ry a I Glo •0 in Li Room — �6 Bedroom 4050 SH •CARPET j N 5to Covered Porch Nam 3- 4050 5M IS• 19' - 1�' 2'-6' 1. 11'-4• 14' -0' 4 Typical A Unit Plan Sear, 1/4' • 1' -0' 1 5.d,— / I Beth ,63 S.F. 1 Typical A Unit - Building Plan Scab, 1/6' • 1' -0' Sp57 5r, N C N U M L N X i- O In Q tM a2 0 U NOTE: EXTERIOR SM 15 259 JE AND' 71 SID INt - - -- -- Project: 04421 STONE sP Dote: Feb. 18, 2004 3 Typical A Unit Building - End Elevation 2 Typical A Unit Building - Front / Rear Elevation D� 6-11, i/6 s 1' -0' Seals, 1 /6' • 1' -0' e eapYgt 2004 He . r ,,k x . Sheet 2 of B H I L L F R A N K ■ ■ ■ A R C N I T E C T 5 6 FOR INTVMM RL'VIM ONLY. THEM ORAMIN&S ANWOR SPWIMATIONS ARE INCOMPLETE AND ARE Nor INTLTDm I'M DIDDIN6, PERMT. OR coN5WXTION DOC{M NTS. 6EOR6E E. PRA/IK RE615TERED AROMMEOT STATE OF TEXAS, NO. 6676 I I I I I 511 -4 I I lire Orawsrgs, Speei�ieofions and other documents preporee by Me Arcnifect for We Project arc instruments o! Me .Venifece i r ce fa use solely .ltn respect to We Project. one the ArchYecf snaN be seemed the author of these do— and shad reran Wt common low. tbtutory and other reserved rights, ineNtlinp the copyright. The Owner shoN be permifted to retain copies, including .produaibbe copier, of the Amhtt's Oro «nqs, Specir-tions ono other documents for information and reference in connection with the Owner's use and —,P. y of the project. nre Arehifect's D —ings, Sp..;fkafions ar other dxumrnts sfaN not be .-d by the Owner or others en other projects, for additions to M& Pr o�-f or for compelion of !hi. Project by others, —pt by agraemenl in —ling and wIh opprogiob —P— M" to the ArchYscl -• C ��` , \ li. • \ I�i _i� l�: 1 � ;imp:% _ /� ' \yam: •/. • /1� =/ - • /1. i� /` `�6 �� :ice /�:. �/ �� � =I; .1. -i�1►: :ice' /b w c ►: _:���. , ice /�% '/, � � i' ►. it 1' ►• �� \' 1 ►. : G `'1 ► � \i /�. ►% .Y. :YI IY' IY: ,il'1 ►� \1-% �i`I�: ,:ii iYi .ii' Y�'Y' IY: ��;��. , ••r'•••r -� 1 J ' iii 1 ' • •_ it /-- ` _ : : _ . �Bta � i � 1,• - �:ta! _� /'' °� '= i i . �Nir. =_ �: � 1� i 'u' IAI -/� \.1��• �'� C �!, _ i`• /-% ilLl� i`'1` =�1. , `1r:. 1��. �� •i�l�:� �__ 1`: TIC : / !� .ice /�: � i .i� / ►,. `+ 1 ' _ � i` 1- : i:1�.. � '/, � al r {1t � it ►% =�� � �!:il� �If�iC \ / °/� - \.lip � - • .1� _ \ � 1 �: • ° • • ' � �1��.lie� \ �1� . : \ �1�, ,i ce /�% �i � /�i. - IAI 0 ' -�, -' _ =` iii ' �✓ I : �,�:'�1`` _,-: COMM BUIL _\ ►�. 1`- 'jam C � '� ►% � ` � . '1` _ ` /►:. _i ` ►:. � ��► %. .i `'1 ►:. 1 ► IY41Y IY'C!YI YI IYi ll - 1 /• -- - AFL . � � 7• 1 1 `. zC F R A N K 0 • 0 A R C H I T E C T 5 FOR INTHOM RCV®Y OILY. Ttf DR,AYONSS AND/Olt SPIWIMATIONS ARC ZOP- L MO ARE NOT Rt MDW FOR 0400*E, PERMIT, Opt O4N6TRUGTION DOCAMEmm. OCO E MAW STATE RffiISTCRCD ARGIITEOT OF TE%A�ei, N0. 567E W O CL En Q N U L rn X 0 a� U b' Y FEW= b' STm FI b' Y1DOD FENCE 6' F 6 Ln g 6' YGOO Perm DARTMOUTH DRIVE Unit Schedule UNIT TYPE No. • SFANIT TOTAL S .F. 56 < Al I Ead -awn / I Both 52 769 Sr. 5gb'76 9.F. 56C A2 I 8.4— / I Bath E 769 S.F. 2]E9 N. N . AS I B.a1^oam / I Moth I 769 SF. •769 S.F. / BI 2 BeKYOwn / 2 Both 41 950 9F. 96,-50 F. 44C B2 2 Sod— / 1 Both 2 450 SF. 1Aa0 S.F. Project: 04421 NORTH / W 2 5-1— / 2 Bath I 950 SF. V5O sF loop Site Plan o TOTALS loo oars 64,526 S.F. Dote: Feb. 16, 2004 C__" 9500 S.F, PARKING `� V L_" / M.&*— v.. slags 7th 9.F. 100 x 1 1/2 150 REaURED 6RA10 TOTAL DDb17 S.F. ' r SW Scale: 1' 30' 8.986 ACRES 11.13 U/A Fa AI s BI Ewe. -> t Ac orm Aekptcbl. x —> 50 Fbwkg COQ xA4ES - -> l00 A2 a B2 U.R. Unxornl P1dwa1 t ACNNIblllp� $etnaarM Adoptod TOTAL PROVIDED —> 150 AS a 03 IASt. -> 91�tAl. —Mg Mp.W —lt Aee.eehal. g e cepWV* 2004 He 4 F,o k Ma. Sheet i of 8 fill V OW . i1- � r '_ �'� 3 7:' .il ►: ,cy�: �•,i r1•Y _ � . ■ , 0 ?I► % �'�'r' •' � � 0 'T • - � � 1 =:�'' .�1�� r,I��� �_/i 'letl:A� ,A i�111jA0lIiA�AI , � �� �11 1,• ills w� �. —, � iA !1 :�lr /�` Ai 1�I_ �. '�IJ� 'fib ./\ ./� •� c/\ �1 '�G• °�1: •�1 The Orowirgs, Sp— r —tions and other documents prepared by the Architect IoW this Project ore instruments of the Architects 5—ice IoW Use re /e /y With respect to this Protect, and the Architect shall be deemed the author of there documents and shall reloin all common low, statutory and ether reserved rights, i- Arding the copyright. The Owner she# be permitted to retain copes. inc/udnp r.prod-We copies, of the Architect's Drawings, Sp—reotions —d other documents for Information and reference in connection with the Owner's Use and occupancy of the project. The Architect's Drawings, Specifications or other documents --# not ae used by It. Owner or others on other projects, for odd'tl_s to this Pr N_l or IoW Completion of thls Protect by others, except by ogrsement in w Wng and Yh oppoprkte compensation to the Architect I / 1^11v 1 1 /0111 L: l A I L:.Tl� -t'\ 0 ry 61 I HOOD PENCE / Fill x1th Decenber 6, 2004 Dumpster Pad Detail 1 7 s Scale: 1/4 I O NOTE: Other textures such as grooves 1/4" deep and 5/4" wlde 2" apart and arranged so that water will not accumulate, may be acceptable provided the surfaces are detectable underfoot. Other designs for surfaces that are detectable underfoot may be submitted to the TDLR for consideration. NOTE: Entire wldth and depth of ramps shall consist of black concrete with raised truncated domes with a diameter of nom. O.al", a height of nom. 0.2" and spacing of nom. 2.35" Provide Patterned Concrete or Patterned Tile a cons. Walk 0 00-0 0 0 0 0 0 0 0 0 0 -o - _ A00 00 o 00 00000000 000 0000000000000 000 n 0 000 ° � 00 000 0r -)00 00 0 - ° 1) ° 0 , C' "0000000 ° .00000 00 0000 0 0000 0 - ..---- 0 0 0 0 / See Plan 4' min. 11 Curb Ramp Detail Scale: NTS cons. Walk 6 Accessible Ramp Detail Scale: NTS NOTE: Entire wldth and depth of ramps shall consist of black concrete with raised truncated domes with a diameter of nom. OA ", a hei ght of nom. 0.2" and spar.Ing of nom. 2.35" Provide Patterned Concrete or Patterned TIFe Gonc. Walk . . . . . . . . . . . . . . . . . .............. ............. .................. H I L F R A N K ■ ■ ■ A R C H IT E C T S D A Rw E. F f' hi 5578 P qT E OF O � - W E of p X o = 0 _ �-� E o C: o cn AN CU E -IE-+ C C CU tf Q CIO �= 0.,— CU CL -1-J 0 CD 5 C - o 0 W ICU (D c: C a W CL eft • — ,,,_, �— ° .� �o (� p CU NOTE. Entire width and depth of ramps shall consist of black concrete with ralsed truncated domes wlth a diameter of nom. O.q ", a height of nom. 0.2" and spacing of nom. 2.35" Provide Patterned Concrete or Patterned Tile Walk if shown ' No Gurb HC Yon 5>rgn if INa I k RE:Ir42 I HO Slgn 6"I Curb I RE: IA2 I 0 0 0 O o 0 0 0 0 0 0 0 O o 0 0 0 0 0 0 0 0 0 o D o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O O 0 0 0 0 0 0 0 0 0 0 0 0 0 O O D O O O O O O O O O O O O O O 0 0 0 0 0 0 O O D O O O 0 0 0 0 0 O O D O 0 0 0 0 0 0 0 0 D 0 0 2,00 0 0 0 0 D O O O 0 0 0 0 D _0_0 0 0 D 0 0 _1 ° o ° o ° o ° 0 o ° o ° ° o ° o ° c Ilo ° o ° o ° o o ° o ° D ° c I: 00000000000 °0°0000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O o 0 0 300 o a o 0 0 0 0 0 0 0 0 0 0 0 0 o O o 0 0 0 0 0 0 i J 0 o D o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00°o°ooOOO°0°0°0 0 0 0 0 0 0 0 0 0 / N v 6 0 0 - 1 6 IL Painted HG Symbol N Painted Stripes Typical Accessable 0 ark S 1 � Parking g aces p Scale: 1/5" = I' -0" Conc. Walk Conc. Walk I I/2" 6" 9 Stone Column Detail Scale: 3/4 " = 1 O" en LETTERING TO BE 2" HIGH HELVETICA CONDENSED In . — ..___ . H _. __JT #5 ANCHOR I' -6" LONG 2 PER BLOCK - PAVING SURFACE I" 7 3ff • 3ASe n 4' min. u7 o_ t , Concrete Wheel Stop Accessible Parking Sign N 3 Curb Ramp Detail 2 Scale: NTS Scale: NT5 Scale: NTS N Q 0 Copyright 2004 Hill * Frank, Inc. The Drawings, P prepared Y Specifications and other documents re ared b the Architect for this Project ore instruments of the Architect's service for use solely with respect to this Project, and the Architect shall be deemed the author of these documents and shall retain all common law, statutory and other reserved rights, including the copyright. The Owner shall be permitted to retain copies, including reproducible copies, of the Architect's Drawings, Specifications and other documents for information and reference in connection with the Owner's use and occupancy of the project. The Architect's Drawings, Specifications or other documents shall not be used by the Owner or others on other projects, for additions to this Project or for completion of this Project by others, except by agreement in writing and with appropriate compensation to the Architect. I :ADO R- I q-oc� Qq - o v.Swa Flare side 5' If cone walk on side RE: 2A5 \ � brass LETTERING TO BE I" HIGH HELVETICA CONDENSED (TO BE USED ONLY WHERE NOTED ON PLAN) 2" VIA. 6ALV. STEEL P05T / Dec. 5, 2004 Revised per 2\ Staff Comments No. B DR AFT ,Z& Dec. 2, 2004 Revised per Staff Comments No. 2 Nov. 22, 2004 Permit Issue Project: 04421 Date: Oct. I, 2004 Sheet 3 of NOTE: Entire width and depth of ramps shall consist of black concrete with raised truncated domes with a diameter of nom. 0. a height of nom. 0.2" and spacing of nom. 2.55" " QD 0) 16 6A. GALV. STEEL OR .063" ALUMINUM 0 —GREEN LEGEND 4 BORDER ON WHITE BACK6ROUND WHITE 5YMBOL ON BLUE BACKGROUND LETTERING TO BE I" HIGH HELVETICA CONDENSED (TO BE USED ONLY WHERE NOTED ON PLAN) 2" VIA. 6ALV. STEEL P05T / Dec. 5, 2004 Revised per 2\ Staff Comments No. B DR AFT ,Z& Dec. 2, 2004 Revised per Staff Comments No. 2 Nov. 22, 2004 Permit Issue Project: 04421 Date: Oct. I, 2004 Sheet 3 of NOTE: Entire width and depth of ramps shall consist of black concrete with raised truncated domes with a diameter of nom. 0. a height of nom. 0.2" and spacing of nom. 2.55" H I L L F R A N K ■ ■ ■ A R C H IT E C T S • 52' -11 " —IN N m r la 11 26' -52" it 26' -52 RETURN GUTTERS To WALL (typ) 3 Typical A Unit Building - Roof Plan COMPOSITI 5H I NGLE5, i d- _I N M O m 7s 52 A Unit - Building Plan Building Numbers: 4, 20 & 21 Scale: I/8" = 1' -0" 1 Bedroom / I Bath 3,562 S.P. EXTERI 15 25% AND `7 51DING- d —�N N m ia 0 IMI 2,414 ' I r Aug. 26, 2005 I, Cn • / • 1 • 1 • 12 12 2 E — I - - S I TA , ND1� 'iRC�OE _GI 5EA , Ml is 1 12 / • < CU < EfA` Cn • . , 9 1 q ► • l / l n � I � 'IF �� — f I • i i I • I I • I y � I I ICI llj I I i 1 1 1• 1 I ` • 1 12 I 12 — i 12 12 1:2?1 12 '— - - - l I 1 I N I I - Ri LGE VENT _ cIAl2 O I II I- - - -- — ' ' it NO I RIDGE Y�NT LLL � � I I — —� — 'TENANT 1 r r r l I i. = I _ l�l 1 12 - I I I ' til l 1 Ili J LL ' I I L 1 J LL -1 LI 12 - -, 12 12 12 - 1 711— RETURN GUTTERS To WALL (typ) 3 Typical A Unit Building - Roof Plan COMPOSITI 5H I NGLE5, i d- _I N M O m 7s 52 A Unit - Building Plan Building Numbers: 4, 20 & 21 Scale: I/8" = 1' -0" 1 Bedroom / I Bath 3,562 S.P. EXTERI 15 25% AND `7 51DING- d —�N N m ia 0 IMI 2,414 ' I r Aug. 26, 2005 p I jA•NG� T' Aug. 26, 2005 Revised 3 Elevations Dec. 5, 2004 Revised per 2 Staff comments No. 3 DRAFT A 1 Dec. 2, 2004 Revised per Staff Comments No. 2 Nov. 22, 2004 Permit Issue Project: 04421 Date: ?pug. 26, 2005 ON A2 UNITS n Scale: I/8" = I' -O" Scale: 1 /5" = P -O" ED I x ter- N ::;,'— I 1 I O Q m copyright 2004 HIII 4 Frank, Inc. Sh 7 O The Drawings, Specifications and other documents prepared by the Architect for this Project are instruments of the Architects service for use solely with respect to this Project, and the Architect shall be deemed the author of these documents and shall retain all common law, statutory and other reserved rights, including the copyright. The Owner shall be permitted to retain copies, including reproducible copies, of the A__I_•1__1_ f1- ___.•__._ r•t•1• _._-1 _lI___ _I__...___._1_ I- - •._1_._.___ -1•_._ _I __L_._____ - 2 .S/. I_ ll__ - ___I_ __ ___I ___ ____. _S lI__ .___ __t TI__ A.__/_•1__1I_ f,__.. - .__•t•__. 1•_.__ __ _11__ I _1_ _I__. 11 _1 1 _ _I I 11__ /l.. _1L_ L t S__ _I _I.1•_.__ 1_ 1L•_ I"1.__•__1 __ t__ _____I_1 _._ _t A1_•_ - __•__t L _lL_.__ - __ -_1 I_ _._..___.___ -_1 - - - _..__I .•1 /_ _..._.__.___.l_ __._______1__ 1_ 1l__ A.__I_•1__1 A Unit I- Building Plan Building Numbers: 1, 2, 6, 7, 8, 1 1, 13, 14, 18, 22 & 24 Scale: 1 /5" = P -0" I Bedroom / I Bath 3,562 S.F. I, Cn • / • 1 • 1 • x E CU • CD a) / • < CU < cl) Cn • / 1 ► • / • n 4-a • .. • • co 1 1 1• 1 • p I jA•NG� T' Aug. 26, 2005 Revised 3 Elevations Dec. 5, 2004 Revised per 2 Staff comments No. 3 DRAFT A 1 Dec. 2, 2004 Revised per Staff Comments No. 2 Nov. 22, 2004 Permit Issue Project: 04421 Date: ?pug. 26, 2005 ON A2 UNITS n Scale: I/8" = I' -O" Scale: 1 /5" = P -O" ED I x ter- N ::;,'— I 1 I O Q m copyright 2004 HIII 4 Frank, Inc. Sh 7 O The Drawings, Specifications and other documents prepared by the Architect for this Project are instruments of the Architects service for use solely with respect to this Project, and the Architect shall be deemed the author of these documents and shall retain all common law, statutory and other reserved rights, including the copyright. The Owner shall be permitted to retain copies, including reproducible copies, of the A__I_•1__1_ f1- ___.•__._ r•t•1• _._-1 _lI___ _I__...___._1_ I- - •._1_._.___ -1•_._ _I __L_._____ - 2 .S/. I_ ll__ - ___I_ __ ___I ___ ____. _S lI__ .___ __t TI__ A.__/_•1__1I_ f,__.. - .__•t•__. 1•_.__ __ _11__ I _1_ _I__. 11 _1 1 _ _I I 11__ /l.. _1L_ L t S__ _I _I.1•_.__ 1_ 1L•_ I"1.__•__1 __ t__ _____I_1 _._ _t A1_•_ - __•__t L _lL_.__ - __ -_1 I_ _._..___.___ -_1 - - - _..__I .•1 /_ _..._.__.___.l_ __._______1__ 1_ 1l__ A.__I_•1__1 A Unit I- Building Plan Building Numbers: 1, 2, 6, 7, 8, 1 1, 13, 14, 18, 22 & 24 Scale: 1 /5" = P -0" I Bedroom / I Bath 3,562 S.F. n H I L L F R A N K ■ ■ ■ A R C H I T E C T S 0 A t I_ _T II ': -- u� I I ❑ r�l i t � ! l i l _Fr__ II; n nl I 12 I 12 12 12 ii yT I 12111'[ _ II , , I �I 1l - fd 1 - 't — -- -- I 1 11 JI 11 11 I !! I 1 -- — -- -- — RIIDGI= VENT X %o l i J T �I l i' I�i I li I 1 4l i &Al2 r I' — — St II I I I f II — A 1 11 I l ,li _ _ _ !I I'll 1 ql �'11'i�1 II III'�I��jl'il _!j 11 III. ,I I!I] Ylllll I 1 1 ° II .TIN 1!RIr YENT1 , L" L �� It � IIiIILI �6,j i ( I�'�III!� 1dLL:.! 11 1 ! u _� 11 I I _ 1 ! I f 'I� i T 1 d !T d •h I! I� I 1 I I (b 11 I '1 , I r"I II ! II I_I I I II II -- III I, il ,- �! _d 1 i�l II it 1 4 1 ,1 ( III 'tl I ' 11d'IIP'. II j l,'i I, I I 1 I T 1. I' I �n Ijl �II p I I I I ! — I I II F �l -12� =1121 IIII n d I 12 _iII _ ! T Tli t i t "I II I !j _ i J I',l it 111'1 il r III i t — 1 A II I' dl I! I' _� -I'I ( 1 1 • II ��I!I'1 Ili 'I I 1 ''I ' Y: 01, �I'I I I II t I! _ ' _ I II 1 I �_ I 111 1 n �� I I I ! 1 !I I1 1'J!_= - -- I ! -.,1{ 1— ' -.i I I I I I ` I P i DE ,1 ❑ El r ci? I ❑ ! RETURN GUTTERS TO N4LL (typ) Typical B Unit Building - Roof Plan I/ m 1 COMP0517 5HINGLES -1N rC 1 N m N[Me:i 3 Typical B Unit Building - End Elevation Scale: 1/S I O 1,414 ZIOR G. m 1 in r 1 N m � 1 [ EC m Project: 04421 Date: Aug. 26, 2005 i1 V) n ca x 't IN 00 O Q L 5ca1e: 1/5" = I' -0" t • © Copyright 2004 Hill $ Frank, Inc. Sheet 8 of 6 11 D o E. y i 4J �t S=7 S� OF Aug. 26, 2005 The Drawings, Specifications and other documents prepared by the Architect for this Project are instruments of the Architect's service for use solely with respect to this Project, and the Architect shall be deemed the author of these documents and shall retain all common law, statutory and other reserved rights, including the copyright. The Owner shall be permitted to retain copies, including reproducible copies, of the A 1 •1 _1 n_ - !"•_ - _ — _.1•_.- - _ - _I _1l_ _._ _I_ - J I_._ •_f_ __ - _.1• _I _ — - - _ _ I . •II 1 I — I l I I.l- ..I TI.. A._.l_•1_ _J n — 11. _I_ - I I J I .I I_ J.I. _ n.. II l r. - I_I'/•_._ 1_ ll_ n. .. - 1 P_ _ ..l_1•_.- _L -- n._ -• ..1 I.. _ll_. _I I_. _._ -.__ _.__ ..._1 ._ ...._!I•._ - _ _1 •11. - - __._._ _.1_ - _._. _ -._ _ _.1. - I. ll_ A.._I_•1_ _1 1. Ii C U) E L ^, W E O x T O ♦J W O E cn Cu CU n W ^ C0 C: �O Cn O a) 0 CD .0 O C: O V C :) Co rr vJ C _a) O U Project: 04421 Date: Aug. 26, 2005 i1 V) n ca x 't IN 00 O Q L 5ca1e: 1/5" = I' -0" t • © Copyright 2004 Hill $ Frank, Inc. Sheet 8 of 6 11 D o E. y i 4J �t S=7 S� OF Aug. 26, 2005 The Drawings, Specifications and other documents prepared by the Architect for this Project are instruments of the Architect's service for use solely with respect to this Project, and the Architect shall be deemed the author of these documents and shall retain all common law, statutory and other reserved rights, including the copyright. The Owner shall be permitted to retain copies, including reproducible copies, of the A 1 •1 _1 n_ - !"•_ - _ — _.1•_.- - _ - _I _1l_ _._ _I_ - J I_._ •_f_ __ - _.1• _I _ — - - _ _ I . •II 1 I — I l I I.l- ..I TI.. A._.l_•1_ _J n — 11. _I_ - I I J I .I I_ J.I. _ n.. II l r. - I_I'/•_._ 1_ ll_ n. .. - 1 P_ _ ..l_1•_.- _L -- n._ -• ..1 I.. _ll_. _I I_. _._ -.__ _.__ ..._1 ._ ...._!I•._ - _ _1 •11. - - __._._ _.1_ - _._. _ -._ _ _.1. - I. ll_ A.._I_•1_ _1 1. V EL z M R-4 Landscape Plan Legend and Point Calculation 0 WRIGHT, ARTHUR & NANCY t') w X-X-X-X- -J 3 X X-X-- SYMBOL SIZE NAME & TYPE QUANTITY POINT VALUE W : '*'***''*''**''***''''*,***''*** .... ............ ...................... X rx F051 5 2 POINTS J ............ ...................................... > -1 . ........................ .............................. X- LO 2.1-P New .... ................................... . .... ..... X X Live Oak 50',370uWd.9..1=p,) 150 7,500 (4KT,9D ........................................ ........ 0 (Quercus Virginiana) 10 ....... ............. . CM Al Al multi hunk Crepe Myrtle 31 40 14 X B Al Al 1,240 F- Bl 9 1- B A2 Al C) VP 5 gal Veriegated Privet 160 Bl 0 B (Lugustram Sinense) 10 1,600 Bl Bl 1131 C WL ., C(7 Al Al 5 gal Waxleaf Ligustrum 40 10 400 Al Al 6? Al (Ligustrum Japonica) Al :5 0 0 1013 0 V B 0 IH 5 l gal Clara Indian Hawthorn 208' X 0 10 2,080 IM (Raphiolepis Indica) 1131 ------ 1131 010101 P 1131 1013 C) q- V P Bl ------ Bl 0 C) & LP 5 gal Loropetalurn 152 10 1,520 Bl (Loropetalurn Chinense) y) EX Between 4" and 8 Live Oak 3 I is I I - I _ — - --1 ! I I+ _`" }`? ® I 300 00 Existing (Quercus Virginiana) I___J LO 0 W/Barricade 0 as throughout the construction process. to EX 8" or larger Live Oak 3 400 1,200 Existing (Quercus Virginian) DP X WC - q V �p 6 ->J- Al Al 191* MNL DID EX 4 or larger Live Oak 22(6KT.4D;i2.w& sheet-po) 40 W -1 Existing TI 1 880 ty- < 0 KIOSK (Quercus Virginian) C - W - --- WOut/Bafficade M 'o p ED 0 . L& L — — — -J Ora. U'() — Al Al X J X In V Grass Cynodon Dactylon, Common Bermuda hydromulched. All unpaved and disturbed areas m4shin o < Lb . -X X . -- XV�\-�r 1131 LAUND �Y & 18 �"haff be cleaned up, fine graded to drain Positively prior to hydomulching process. Grass r MAINTENANCE works shall apply to all bare and disturbed areas. All areas within right of way shall Al (9 Al A3 be hydromulched Common Bermuda. 14 X - Al X TO Barricade Plan: Barricade for indicated trees to be constructed with a minimum 48" high orange pi a 16 11 �"6) 7 -- Al - elf astic construction netting and secured to steel T- posts. Barricade to be placed in a circle around B 1 6D indicated trees a radial distance of i for every I" caliper of tree- Barricade must be in place 0 [10 C? ... . ... VIP. .40. Al Al 43L HOT ® prior to development activity as well STREETSCAPE: BI TUB 01 Krenek Tap: 516.08'- 92, (visibility triangles) = 424.08 rK (424-08 / 50) x 300pts = 2,544 In' 0 . . V ... ..... X X (424.08 32) 13.25 X 14 canopy trees (8 existing; add 6) CL Dartmouth: 756.45' Al POOL - 20'=736.45' 0. 0 (736-45 / 50) x 300pts = 4,418 "' D Al 013 COMMUNITY (736.45 / 32) = 23 canopy trees (5 existing; add 18) -14 F i DETENTION FENCE CENTER POINTS PER PROJECT AREA: 0 Al POND 3502 L S 3 85,850 square feet of site area (eXCIUdeS 6'land=pe mS= E 385,850 1,000 = 385.8,] 0 P 1H BlOng Dadmouth rotrveyed to City) 0 385.85 x 30 11,575.50 11,576 X 71 ox A, DETENTION rK CL *-J I < 11D POND 4-4 TOTAL POINTS REQUIRED: E 18,538 x 10% disc, 16,684.20 Ra ru 0 cO C"I Cl) 4 VP 14 'a 11 Q LO CkIl t— o r 0 �4 V P T OTAL POINTS PROPOSED: 16,720 QD cu 75; X Q 8 X . z W C&O � 01 A2 Al ILI Al P A 1 Al ( D PAVILION 0 Im L < Al -- — - ®� E ci) 0 Al IL < P2 Al 1131 BI � J15 B 1 1131 6- ME STREETSCAPE CANOPY TREE REQUIREMENTS - Vi Al A l L-0 -- Al Dartmouth = 23 canopy trees cu 0 051 La 0 < IL B 1 B 1 0,0 10 V12 A F921 Al Al Existing Canopy Trees 5 • 93, 1 LJO vp Added Live Oaks 8 2'x - - - -- 00 Crepe Myrtles 20/2= U) 0 MP P�8 Full . . .... . 0 ICU 0) DU 0 RUN 0 U - C: TYPICAL T otal - L-0 0) I . 0 0 - -- - ��' - -- --I I - _� - I ` 1-0 X1 Krenek Tap 14 canopy trees 0 P < Existing Canopy Trees 8 L 0 ICL LU Added Live Oaks 4 C r < Crepe Myrtles 4/2=2 M - --� - ---- - - - --,- - -- Total 14 -1-a C) ... CU 10 FT I z ®r L , o X -- — r . ..... 0- 1131 I -C) I (vp +V? 0-3 Bi Q) B 1 0 2 1 1-11 00 LD 9 ".$ B3 I V) r1N A 0 F15 U C) B 1 0 a 0 1 0 Elf 1131 B2 X 16 � \ a I B 1 0 00 0 Al Al Al Al Bl fk L-,Jj Bl (9 1 < Co 3�) B1 Al Al Bl 0 2 -D FOR 1131 1 Al Al COMPLIANCE Q, ... .............. N 2 8 2005 2 1< BI 3' Cr Al A2 Bl ...... — 0 Al. Al' ........ 0. U C' ............ 0 Al ...... .... . .... :.. ui T COLLtUL 6TATION O - 1A ....... ....... . X-x-x- ................ ..... ...... %WNT 4 SEWICES �P-o . ..... ........ ... ..... ................... AA LL fL in 0 ......... .................. 4 X --A X—X—X X— A4 =X—X � - PAID X— X X- #t"JC k 4 ' f 00 X. X-X X-X "Ot X I-0_ 7- U) n X 0 The Drawings, Specifications and other documents prepared by the Architect for this Project are instruments of the Architect's fnr it— —1—i— Landscape Pla n 11.13 U/A NORTH t7 0%0 VU LU L/114:i f me ArCl7itect shall be deemed th author of these 7 retain 0/1 documents and shal ropqrIght :2004 Hill rronk, Inr-. common law, statutory and other resen'ed rights, including the CoPyright. The Own r shall be oermitted t rp 3 ^V9 :26,2005 Revised Elevations /\ / 2 Dec. . 8, 004 Revised per 2\ Staff r No. 5 DRAIP-T Dec :2, 2004 Revised per Staff Comments No. 2 Nov. 22, 2004-.- Permit Issue PrOject: 04421 Date: Aug. 26, 2005 60 CA Sheet of Irrigo*tiun R n t , NORTH �. 11 H I L L F R A N K A R C H I T E C T S • E. cy�� �^ 5 575 \ P OF 0 PVB REVIEWED FOR CONRIIPIJANC NOV 2 6 2005 COLLEGE STATION VFLO# NT SEWICES o,,, �e.SSvc� -� v o..`c�._.�v(�,,i. 1pc oL.� c�a c�e..�:7. �c Or' C— G\ \�o.� \�►. �'r' -;�'' '. v.�\ \tea ors �e x n U) n x N 0 Aug. 26, 2005 Valves Clocks • Heads -- 1 1 /2 " Main Line REVIEWED FOR CONRIIPIJANC NOV 2 6 2005 COLLEGE STATION VFLO# NT SEWICES o,,, �e.SSvc� -� v o..`c�._.�v(�,,i. 1pc oL.� c�a c�e..�:7. �c Or' C— G\ \�o.� \�►. �'r' -;�'' '. v.�\ \tea ors �e x n U) n x N 0 Aug. 26, 2005 Project: 04421 Date: Aug. 26, 2005 U' \V-1 Sheet of f t . ' ' LS l CLUI /l Ul (. U! U/l /VWLV CU LV/ V/ V V C/ CJCI YCV !/ / /LJ !/ (.IUV /// L! C.V II / /L. 11 /C VYY / {C/ J/ {V {{ LG G ! LLGV LV !CiLV /l, L.V /GJ - IIIVIUUI /I IG ,VV yV „lIG Vv ,��/ v{ t11�. 1 Pr oj ec t m@nt$ of the Archrtgcts g @rvtg@ rgr Yge mot wim m� m to rms t-re @cr, gog mo lircrrrreci snqu P@ gggmgg trig gymgr gr Lrne3e guggr /rein._. u_r.g w1urr r___ _.r rrrrr_ , -�__-. _.y _.l-. _krr_. rg__. __ y .__, ..{_ - -. V _.le _ y y _ h% -lr{ r.-. __. fiH� D�awrr�g� �p��r�iG6r�6i�;� end B�H�r d�e�rn�n�:� prepaF @d by �H� Architect for �h�� Pre�_E� ere m�tr� �' _� :! _ a :: - . -.- .. . .. - - _ - - t • Cn • CU C i CU • 1 • Project: 04421 Date: Aug. 26, 2005 U' \V-1 Sheet of f t . ' ' LS l CLUI /l Ul (. U! U/l /VWLV CU LV/ V/ V V C/ CJCI YCV !/ / /LJ !/ (.IUV /// L! C.V II / /L. 11 /C VYY / {C/ J/ {V {{ LG G ! LLGV LV !CiLV /l, L.V /GJ - IIIVIUUI /I IG ,VV yV „lIG Vv ,��/ v{ t11�. 1 Pr oj ec t m@nt$ of the Archrtgcts g @rvtg@ rgr Yge mot wim m� m to rms t-re @cr, gog mo lircrrrreci snqu P@ gggmgg trig gymgr gr Lrne3e guggr /rein._. u_r.g w1urr r___ _.r rrrrr_ , -�__-. _.y _.l-. _krr_. rg__. __ y .__, ..{_ - -. V _.le _ y y _ h% -lr{ r.-. __. fiH� D�awrr�g� �p��r�iG6r�6i�;� end B�H�r d�e�rn�n�:� prepaF @d by �H� Architect for �h�� Pre�_E� ere m�tr� �' _� :! _ a :: - . -.- .. . .. - - _ - - 2 x�}y`"» ' ^« °`� PROJECT BENCHMARK: WRIGHT, ARTHUR & NANCY to LU Z SETBACK _J ...................................... ............................................. s�_) ......... T ................................................................................................................... . .......... LL � � _J � � C, �-° Of LLJ LLJ -.^ 1 01 Tit |� � |o � |� � . IJJ | |2 _ |m ~c |o l � � | \ UJ |< Of | < CL TEXAS HWY O � SITE ARTMOUTH UJ UJI Cr � � � TEXAS AVE VlC|NTY MAP /k[TS\ ' r | III | LEGEND HYDRANT I Property Line - 2" IRRIGATION METER - ` -_' y �`� Setbacks Existing Gas Lines LAUNDRY & ` ELEC Existing Electrical Lines MAINTENANCE Overhead Electrical Lines OE a- 6 A" UE Underground Electrical Lines - ' Co ss- Existing Sanitary Sewer Lines X WL- Existing Water Lines HOT o 1 �' - ^� _ _� gas roposed Gas Lines ELEC Proposed Electrical Lines FIRE X 0 Proposed Sanitary Sewer Lines HYDR POOL -1.5" 11 6.74' 1 Fw_m� Proposed Domestic Water Meter FGM� Proposed Gas Meter DOMESTIC X COMMUNITY OAT DEPTH A" I I �I I METER Iz FIM_� Proposed Irrigation Meter (�g Proposed Fire Hydrant FENCE CENTER MEDIAN 14 DETENTION 3502 SF POND X � [ ' � GENERAL CONSTRUCTION NOTES: | �� �~_� 1� � ahoU be the responsibility of the Contractor to verify the exoot �l[�7-[�KJ��|��K] - �/��~� location of ALL existing underground utilities, Furthermore, the Contractor �/�-/�-/»//�//� -- i~JL� -- mhoU contact all utility company representatives o minimum of 48 hours in [�/�N�l / ��/v�� - advance of any excavation. i ( o. Contoot Dig Tnan @ 1-O0O-344-8J77 � | � n b� Contact Kimberly Winn @` ONCOR || | U U � | l � ^|' -- ' 774-2506 FOC T 6 C. Contact Mike Lavender @ Cox Cable 846-2229 71 ID d. Contact |aobe| Cantu @ BTU 821-5770 o. Contact Mitchell Goa <@ 779-4460 f. Contact Union Pacific Resources @v 778-8525 PAVILION U) 2. All construction ohoU be in accordance with the current Qty of College Station (C.3.) Standard Specifications for Street Construction, B/CS Unified Technical Specifications, VYotor and Sewer and Generals, 2004. and 8CS Unified Design Details. All inspection oho|| be performed by the staff of the NJ co City Engineer of C.S.A|| conntruotio" shall be coordinated with -the e-CdY of _ C.S. City Engineer. 3. In lieu of using the construction materials indicated in these p|ono. the / Contpootor shall obtain written approval from the City Engineer for any substitution prior to Construction. Requests for changes should include R 12 x12' product information and on engineers uao| whore applicable. The contractor DUMP PAD (DID TYPICAL ahoU be financially responsible for the engineer's time spent reviewing changes and redesigning booed on contractors requests. 4)6. t C a 1 s ac ta I r 1, 0 4. Trench Safety Requirements ohoU be in accordance with 0.S.H.A. J! spa ace.3 Standard 29 CFR Port 1826 Subpart P. For general requirements, see Sheet 33 for details. DRIVEWAY 5. TRENCHING AND 8ACKRUUNG: All trenching and bockfiUing xhoU conform G—G—G—G—G—G—G DISTANCE '7 , G G �G—G­G—G—G—G—G G—G—G—G—G—G—G—G— G—G G—G—�—G —G ttu G—G—G—G G—G—G G G G—G G to the specifications oat out herein. Testing ohoU be provided by o certified laboratory, at the Owner's expense, to verify these standards. Any retesting p due to substandard work aho|| be at the expense of the Contractor. 2 -pace 6S 1 4 Structural areas aho|| include all sidewalks and oho|| extend 5' beyond the to tj P a -es s pl�a 'ola spoces le 1 . 11 K 12 1 1 Gk - Lt ts , 0 1 curb lines of all otreoto, alleys and parking orooa. G. It is the responsibility of the contractor to comply with all State and / I Federal Regulations regarding construction activities near energized overhead 25 power lines. Additiuno||y, the contractor oho/| coordinate all proposed work ' and procedures with the City of C.S. E|outrioo| Division. 7. All motoho|o & labor not identified as o Separate Bid Item aho|| be considered subsidiary to the item in which it is used. All materials and equipment aho|| be both furnished and installed un|oau otherwise noted. ��� ...-.. - --_ U U �n�' B� from the information , provide on these plans. ~'--~-~-~-----7� n|x |\ S. All aui| exposed by construction ehoU receive cellulose fibennu|oh aaeding |\ ' lO. Trenches may be left open overnight if properly barricaded. / / 11. Adjustment of Water Meters, Valves, Manholes, Irrigation 3yatema, and 23 vv m c` | any other Public or Private Uti|ity, etc. are not separate pay items. The . o Price of the adjustment ohoU be subsidiary to the construction of Sewer Line, Force Main, etc. LLJ . . 12. The contractor ohoU coordinate with Texas Uti|x5ea, Cox Communications, / ���� __~����� ' :|/ �� �� UrV and Yehzon to adjust the location of Existing f i|iti / . . ... ....... .... . .... .. . � .. . ...'............ . ... ....... . . ...� .� .... � `- ' ' | �� . ng oc on. Public Landscape Easement ��---�/ , L[ , 13. The contractor is responsible for traffic control. This is not o separate 00 ____� -_-' ` x " �n z, pay item. / | / ' ' ' ' ' '' `` �� | U 14. No sooil areas are available on this site. —Qd 15. All roof and ground-mounted mechanical equipment shall be screened q = 48—RC from view or isolated so as not a be visible from any public right-of-wa it or residential district within 150' of the subject lot, measured from a poin LOT ANALYS I S ive - feet above grade. Such screening shall be coordinated with the building 0 architecture and scale to maintain a unified appearance. Terrace Pines Apartment Homes 16. All private sewer lines (all sewer lines within this site) shall comply with LLJ Residental Units: 14 "A" Bldgs (1 Bed, 1 Bath 3052 sf 0 4 D.U. Bldg 56 D.U. CD U) the City Plumbing Code. COMPLIANInc Desired Parking (@ 1.5 SPACE PER Unit) 150 Spaces (151 Provided) C� Dartmouth Drive DEC 0 P 200 Maximun Dwelling Units/Acre R-4 20 REVIEWED FOR Dwelling Units Proposed/Acre 12 C( MPLIANC E Terrace Pines Town Homes WL�EGE STATION EOGINEERING ^^^^ "'e'=" '"p '°^"" ----� | I cif Lot 1 Block 1 Pine Terrace Subdivision ' y 8'986 Acres - Zoned R-4 � ---- - Owner COLLEGE STAT TERRACE PINES 12/0KV2O040857:42 AM, 4Soc.pc] \' )/� v ~ o Y APARTMENT HOMES, L.P. 4900 Woodway, Suite 750 Houston, TX 77056 SUITE 204 COLLEGE STATION, According to FEMA Map Panel 48041CO144 effective date July 2, 1992. This property is located in zone X and does not contain any 100 yr flood plain. L / \c�\v� 7��' ` ` `'7- [��� 00 - �'`Y�� Vi i a. - | - Cn / -__- Of 11 Sheets . ' J 0 Sc 1 l« nch JO fee � - -- - -- - - - - - - - - - - - - TEXAS HWY O � SITE ARTMOUTH UJ UJI Cr � � � TEXAS AVE VlC|NTY MAP /k[TS\ ' r | III | LEGEND HYDRANT I Property Line - 2" IRRIGATION METER - ` -_' y �`� Setbacks Existing Gas Lines LAUNDRY & ` ELEC Existing Electrical Lines MAINTENANCE Overhead Electrical Lines OE a- 6 A" UE Underground Electrical Lines - ' Co ss- Existing Sanitary Sewer Lines X WL- Existing Water Lines HOT o 1 �' - ^� _ _� gas roposed Gas Lines ELEC Proposed Electrical Lines FIRE X 0 Proposed Sanitary Sewer Lines HYDR POOL -1.5" 11 6.74' 1 Fw_m� Proposed Domestic Water Meter FGM� Proposed Gas Meter DOMESTIC X COMMUNITY OAT DEPTH A" I I �I I METER Iz FIM_� Proposed Irrigation Meter (�g Proposed Fire Hydrant FENCE CENTER MEDIAN 14 DETENTION 3502 SF POND X � [ ' � GENERAL CONSTRUCTION NOTES: | �� �~_� 1� � ahoU be the responsibility of the Contractor to verify the exoot �l[�7-[�KJ��|��K] - �/��~� location of ALL existing underground utilities, Furthermore, the Contractor �/�-/�-/»//�//� -- i~JL� -- mhoU contact all utility company representatives o minimum of 48 hours in [�/�N�l / ��/v�� - advance of any excavation. i ( o. Contoot Dig Tnan @ 1-O0O-344-8J77 � | � n b� Contact Kimberly Winn @` ONCOR || | U U � | l � ^|' -- ' 774-2506 FOC T 6 C. Contact Mike Lavender @ Cox Cable 846-2229 71 ID d. Contact |aobe| Cantu @ BTU 821-5770 o. Contact Mitchell Goa <@ 779-4460 f. Contact Union Pacific Resources @v 778-8525 PAVILION U) 2. All construction ohoU be in accordance with the current Qty of College Station (C.3.) Standard Specifications for Street Construction, B/CS Unified Technical Specifications, VYotor and Sewer and Generals, 2004. and 8CS Unified Design Details. All inspection oho|| be performed by the staff of the NJ co City Engineer of C.S.A|| conntruotio" shall be coordinated with -the e-CdY of _ C.S. City Engineer. 3. In lieu of using the construction materials indicated in these p|ono. the / Contpootor shall obtain written approval from the City Engineer for any substitution prior to Construction. Requests for changes should include R 12 x12' product information and on engineers uao| whore applicable. The contractor DUMP PAD (DID TYPICAL ahoU be financially responsible for the engineer's time spent reviewing changes and redesigning booed on contractors requests. 4)6. t C a 1 s ac ta I r 1, 0 4. Trench Safety Requirements ohoU be in accordance with 0.S.H.A. J! spa ace.3 Standard 29 CFR Port 1826 Subpart P. For general requirements, see Sheet 33 for details. DRIVEWAY 5. TRENCHING AND 8ACKRUUNG: All trenching and bockfiUing xhoU conform G—G—G—G—G—G—G DISTANCE '7 , G G �G—G­G—G—G—G—G G—G—G—G—G—G—G—G— G—G G—G—�—G —G ttu G—G—G—G G—G—G G G G—G G to the specifications oat out herein. Testing ohoU be provided by o certified laboratory, at the Owner's expense, to verify these standards. Any retesting p due to substandard work aho|| be at the expense of the Contractor. 2 -pace 6S 1 4 Structural areas aho|| include all sidewalks and oho|| extend 5' beyond the to tj P a -es s pl�a 'ola spoces le 1 . 11 K 12 1 1 Gk - Lt ts , 0 1 curb lines of all otreoto, alleys and parking orooa. G. It is the responsibility of the contractor to comply with all State and / I Federal Regulations regarding construction activities near energized overhead 25 power lines. Additiuno||y, the contractor oho/| coordinate all proposed work ' and procedures with the City of C.S. E|outrioo| Division. 7. All motoho|o & labor not identified as o Separate Bid Item aho|| be considered subsidiary to the item in which it is used. All materials and equipment aho|| be both furnished and installed un|oau otherwise noted. ��� ...-.. - --_ U U �n�' B� from the information , provide on these plans. ~'--~-~-~-----7� n|x |\ S. All aui| exposed by construction ehoU receive cellulose fibennu|oh aaeding |\ ' lO. Trenches may be left open overnight if properly barricaded. / / 11. Adjustment of Water Meters, Valves, Manholes, Irrigation 3yatema, and 23 vv m c` | any other Public or Private Uti|ity, etc. are not separate pay items. The . o Price of the adjustment ohoU be subsidiary to the construction of Sewer Line, Force Main, etc. LLJ . . 12. The contractor ohoU coordinate with Texas Uti|x5ea, Cox Communications, / ���� __~����� ' :|/ �� �� UrV and Yehzon to adjust the location of Existing f i|iti / . . ... ....... .... . .... .. . � .. . ...'............ . ... ....... . . ...� .� .... � `- ' ' | �� . ng oc on. Public Landscape Easement ��---�/ , L[ , 13. The contractor is responsible for traffic control. This is not o separate 00 ____� -_-' ` x " �n z, pay item. / | / ' ' ' ' ' '' `` �� | U 14. No sooil areas are available on this site. —Qd 15. All roof and ground-mounted mechanical equipment shall be screened q = 48—RC from view or isolated so as not a be visible from any public right-of-wa it or residential district within 150' of the subject lot, measured from a poin LOT ANALYS I S ive - feet above grade. Such screening shall be coordinated with the building 0 architecture and scale to maintain a unified appearance. Terrace Pines Apartment Homes 16. All private sewer lines (all sewer lines within this site) shall comply with LLJ Residental Units: 14 "A" Bldgs (1 Bed, 1 Bath 3052 sf 0 4 D.U. Bldg 56 D.U. CD U) the City Plumbing Code. COMPLIANInc Desired Parking (@ 1.5 SPACE PER Unit) 150 Spaces (151 Provided) C� Dartmouth Drive DEC 0 P 200 Maximun Dwelling Units/Acre R-4 20 REVIEWED FOR Dwelling Units Proposed/Acre 12 C( MPLIANC E Terrace Pines Town Homes WL�EGE STATION EOGINEERING ^^^^ "'e'=" '"p '°^"" ----� | I cif Lot 1 Block 1 Pine Terrace Subdivision ' y 8'986 Acres - Zoned R-4 � ---- - Owner COLLEGE STAT TERRACE PINES 12/0KV2O040857:42 AM, 4Soc.pc] \' )/� v ~ o Y MITCHELL MORGAN APARTMENT HOMES, L.P. 4900 Woodway, Suite 750 Houston, TX 77056 SUITE 204 COLLEGE STATION, According to FEMA Map Panel 48041CO144 effective date July 2, 1992. This property is located in zone X and does not contain any 100 yr flood plain. L / \c�\v� 7��' ` ` `'7- [��� ' - �'`Y�� MITCHELL MORGAN 511 UNIVERSITY DRIVE EAST SUITE 204 COLLEGE STATION, TX 77840 PLAN & DESIGN SPECIALISTS IN CIVIL ENGINEERING * HYDRAULICS SITE PLANS * SUBDIVISIONS 0 01 a. Cn Of 11 Sheets