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HomeMy WebLinkAboutDartmouth Crossing PP 1997' 04 BRENTWOOD SECTION TWO 5 Go I I I I YON / R _ BRENTWOOD SECTION FIVE Y / /I EASTM� RK SUBDIVISION PHASE TWO ONE R - I 8 i / 12 I 13 I /\` / I 50` I I I I K \ 1 I \/I/ EXISTING 8" WATERL N91`� 15 16 / I Ul `1'9 I � I 14 13 12 3 4 Il 1 0 80'ROW N1 \ / 56' B-B I ( 1 20' PUBLIC UTILITY AND / I I -290- OCK F -� LANDSCAPE EASEMENT BLOCK O E-/I - ------------ ------ ��------- --- _ \ I--------- ---- �------ -----____ --- 1 - __----------------- -- ------ -- ---- _---I-7-- SS--/-- -- ---- _------- ss----- i _ - ----------- --- ��BLOCK FIVE -SS- --- -- SS--- -�---77 -. .-. � - ----- /- - /- /- //-I- \/-/ /\/rI -' /' I j iI-/ ///- _/ //I I // / ..//_/ I/ /.I (1 I -- I/ I � 1/(111III1IIIIIIi /II/I I I /- �/I/IIIIIII(IIl1)I iI1III IIIII IIII ��1 I I / /` -/1/ 1 1�\I\I -IIIIII III}II1 II\ III IIf 1I-� III II II II II( I � �IIII I -I\� \\\-\ \ I/- rI IIIIIIIIIIIIIIIIII IIIIi I1i III IIII \ - /\-\ \ \' --1I\_/ /�\ \/ / /'-i- �/\ /--/_ �/ /// /-/-//\ / 3 /f/ 1-/ - / / I �/-I�� - �//\' -\( � / / •f\/i� � 1/- (I /o�-/IN_II I I- /-I /�/-1 I 1�/ �I� (- �- /1-/ \/I //-' �/ m -//-IY/ / / �-I1 � I-/ij/I\///I 1--II �'II 1 ► / II /\I-/ j -./�\ I I ' / I ' II I1� /I I;/I /I i' I / I IIII I I 1 I / // IIIj / IIII-/ i`/ �\I/III / I�I//I1I/ I' �-( I I/II(I�� �ijI I � I/I Jl' i •II /1I / II I f / / �I / II /�\/i 1 / I 1/�I /III1I ; I/\/-' 1'II I / II- ;\1 / I 1I /\/ 1 \�/ �`1��II�1�1 I I iI/I I\ i / I/lI / ' //I ' \// /I\ If I �I / \/I y\,-\ /i1II11 \I/II\\� /\1/I1 I/ I1l �Il \ I N/\ / 1�/Ii1 / \ �\ i _/ I - / lI //\1� _-/ i/\_/- /\\/ 11./\i/1 -\_//-/`\�/\ I'I \/(�I/\_ /,/ _ ' / /'�/ // (/ / \ / , / // / / \ // \//�k'\j / /\ /_ /- / -/'\ -/ /\ h, / / / \ / �/�� -Q/ � -/ i<\v � <�/v�, \, -\ \ - \// \, / /\ / ' \�\ /\ \ \ , // 1\\ /1 \/ .` ./\\// \/ \/ \_, ///\�'-\_/ / / \_\-/\--/ _ I - -,i \_/'/\- \_/ - / _ /-\ \_/_ _t \/�_ /�- _ _' /\ /- // /_ -jQ p ➢ lIIIIII� n I II \\J Q3 �I I _ I = ' --- -• '_� .- /- :\//\w/'\ . -i• \ ti/!-°o�/°p'. O /•• Q (I \ E 1 pI I \/ /j�_^d � 1� -• IiI(IIII II(I11I! IIl(I,tIIIIIII_ � /�'•I,'.•.'I .II•I•I.I'I... IIII I1IIIII I I I / =IIIIIiIIIIIIIIIIII IIIIIIIIIIII II I IIII III IIIII 1/\ \/\\ =_ `II \ I II `I = I \ N - -•Mo`Nrn�°TN • ' � Z= PROPOSED SAN. SWR. SERVICE 8" SAN. SWR. TING 12" WATERLINE OVERHEAD ELECTRICAL \ 8SAN. SWR. U 5-r F®�WY \�u EXISTING STORM SEWER PROPOSED - EXISTING STORM SEWER � 80' ROW - 56' B-B EXISTING GTE -E1130•77/ . WATERLINE N 4 00 '13v / I i_____------_-=-____-___=______ O ----- -- GTE .~ GTE 1r.07�r 177.02 438' - ------- PUBLIC ss--- - UTILITY EASEMENT N FUTURE RIGHT TUAN 28a MOCKO --------- ---- PROPOSED '> 280 �32' PUBLIC JOIN >> ACCESS ESM'T ACCESS o EASEMENT FUTURE RIGHT TURN �ICI I I� ZONED CN 0 AC REROUTED 20' LONE STAR GAS EASEMENT PROPOSED ELECTRICAL EASEMENT 10' PUBLIC UTILITY EASEMENT DRAINAGE 6 EASEMENT .6E _ _ - - _ 130.00 (WIDTH VARIES) 6L CREEK 229' ZONED R2 5.8 AC 0 '° V 2 N/ Lo \� '00 /130.00182.00-- PROPOSED 6" WATERLINE m PROPOSED I JOINT ACCESS EASEMENT PROPOSED SAN. SWR. ° I (°IPUBLIC UTILITY EASEMENT O '°PROPOSED I �II0'CL • 10' PUBLIC UTILITY EASEMENT Lu ZONED R5 �~QI 171.38 1 130.00 L CL ILIIo 0 a I 0 O\I O.1 I EXISTING 0 I I m 2 SASWR. f LLI P o\ o D0�MOCK ONV // I � �W q- a 15.97 /130.00 PROPOSED ^BI ( 10' U.E. ZONED AP O� UTILITY EASEMENT ° 'N 130.0o 140.57 � o Iw ao o NOI° oil °(OI O I •N 24' P.A.E. O. BLOCK/�I I° EXISTING CONTOURS PROPOSED FIRE PROPOSED WATERLINE PROPOSED 6" WATER LINE HYDRANT 125.09 7 4 77_48. P-WATER / 64' P.U.E. 58.1115.01 W°T N 1 10 1 ,51 146.3110' PUBLIC PROPOSED BURIED ELECTRICAL, GTE TCA CONDUIT UTILITY EASEMENT PROPOSED 6" SAN. SWR. '30' U.E. 115, P.U.E. 0 SCALE: 1"=60' r\ G 1 IVI/ \I - LEG E N D EXISTING MANHOLE PROPOSED MANHOLE O POWER POLE �l IRON ROD QQ EXISTING WATER LINE - EXISTING SEWER LINE - -ss- - WOOD FENCE WIRE FENCE -x x x- GAS LINE -GAS GAS - GTE LINE -GTE GTE - FIRE HYDRANT WATER VALVE i1 GENERAL NOTES: 1. PARKLAND DEDICATION REQUIREMENTS WILL BE MET PER CITY OF COLLEGE STATION ORDINANCE. 2. OVERSIZE PARTICIPATION IS REQUESTED FOR THE EXTENSION OF DARTMOUTH DRIVE PAVEMENT AND UTILITIES. 3. SIDEWALKS WILL BE CONSTRUCTED ALONG BOTH SIDES OF DARTMOUTH DRIVE AND ALONG ONE SIDE OF THE RESIDENTIAL STREET. 4. NO PORTION OF THIS TRACT IS IN THE 100 YEAR FLOOD PLAIN PER THE FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD INSURANCE RATE MAP NO. 48041 CO1 44 C, EFFECTIVE DATE JULY, 2, 1992. 5. THERE WILL BE NO ACCESS TO DARTMOUTH DRIVE FROM BLOCK TWO, LOTS 1 -7 & 18. ALSO BLOCK TWO, LOT 1 ZONED R - 3 WILL TAKE ACCESS ALONG THE LONG SIDE OF TEAL DR. '/ / � I � \ - - � 7 ' // / / •�/ / • / \ / I ? \ \ / \ � , ` / _ \ \ ' 1 � � 2 N J \ -�- 3 -- I II • II 20' D.E. 10' PUBLIC UTILITY EASEMENTII PROPOSED STORM mSEWER I - - _ - / E 2 X $ I0 STING 6" SAN. SWR.PROPOSEDN 2\703 02) W 50.72 10' PUBLIC UTILITY EASEMENT 20' U.E 20' D.E. 1 \1-1 // / / / / I I I I , ( 15PT�BLIC EXISTIN.G 8" SAN. SW R.& E.EIL UTILI EASEMENT L _----------1--- -SS - - - - - - - `�----------------------------------I I I I ------- ----- "� ---SS----- I- - - - - - - - - - - - - - -- - - - - -- �--SS -- _- - - - --------♦ 1 72 1 4 3 EXISTING STORM SEWER , � � 7 - - - - - - - I 1 � 7 2 . 7 � - 1 7 2 . 8 9 - \ 111 "W--------�7-58 ------ T--1-73-5©-1 \ S4i�a 12 43 WS42'03'1 4" W S42'O 1 '19" W S42'08'53" W S41`47'54 42' 12'34 W S42 18'56 S41 °54'44" W I ,i 1 I 20' WIDE PUBLIC UTILITY EASEMENT NOW OR FORMERLY I / \ I I I (FOR STORM SEWER SYSTEM) ' / \ ALLEN R. SWOBODA 1 I\ PUBLIC UTILITY EASEMENT 1 ( I I \ SWR. ZONED R - 3 ( I I \ / I I EXISTING 15 SAN II ° (OAK FOREST TRAILER PARK) / NOW OR FORMERLY NOW OR FORMERLY / \ ( I I � � I�g ___-- _ JOHN E. HONEA LUDWIG M. SCHWEINFURTH 9.847 ACRES 273/691 \ � ,,.., _ _ \ I � I � NOW OR FORMERLY / i it ZONED R -" 7 3 ACRES 292/503 \ \ / / - - ` \\ JEFF PARKER, TRUSTEE i I 2.991 ACRES 5.989 ACRES 12 ACRES 290/298 N 4�0 273/477 8.97 ACRES 2 442/324 O PROPOSED STORM SEWER WILL CONNECT EXISTING NOT FOR RECORD 30" RCP STORM SEWER STUB AT KRENEK TAP ROAD, APPROXIMATELY 750'. MASTER PRELIMINARY PLAN D D RIGHT-OF-WAY RIGHT-OF-WAY 10.0 PUBLIC CL STREET-,,,,,,� 10.0-PUBLIC UTILITY EASEMENT 90.0' RIGHT-OF-WAY UTILITY EASEMENT • 45.0 45.0' 20.236 ACRE TRACT 8.0 7.0 BIKE LANE 11.0 TRAFFIC LANE 11.0 TRAFFIC LANE 16.0 MEDIAN 11.0 TRAFFIC LANE 11.0 TRAFFIC LANE 7.0 BIKE LANE 8.0 6.0 SIDEWALK M O R GA N RECTOR SURVEY, A 4 6 2.0% SLOPE /\/\/\/\/\/�\//� 2.0% SLOPE ASPHALT PAVEMENT COLLEGE STATION B RAZ O S COUNTY,TEXAS PAVEMENT l GTE, TCA CONDUITS /r��%y�/\\ CURB & GUTTER �//�\�/ CURB & GUTTER \\\\ > 6' SIDEWALK ASPHALT PROPOSED \/ � I S E PTE M B E R, 1997 &_. ELECTRICAL PROPOSED WATERLINE LIGHTING STORM SEWER SYSTEM MINOR ARTERIAL CONDUIT DESIGN SPEED = 40 MPH PROPOSED ELECTRICAL CONDUIT DARTMOUTH CROSS SECTION REROUTED LONE STAR GAS LINE PREPARED BY HESTER ENGINEERING COMPANY 7607 EASTMARK DRIVE, SUITE 253-B COLLEGE STATION, TX 77840 (409)693-1100 fx:(409-)693-1075 email: hec20000aol.com PREPARED FOR MARK CARRABBA SOUTHWEST PARKWAY JOINT VENTURE P.O. BOX 663 BRYAN, TX 77806 (409)778-8850 g z y C e _ m 0 n - m in z z ' 0 D C n 0 00 o C H m n mcr) { �z O y C e _ e' mm 0 a m -o m M -e m n j z z m v D D n 0 0 0 o nm L m 4 -< ry D �z c Jm.J 0 cn m m j z z 0 D