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HomeMy WebLinkAboutEDELWEISS ESTATES PH1 (1992)� IJ - v ml N J d 1n W I X W W I l Q I - a) Q 1... ry 0 Q' I U I_N 0 I l m c I i I a 2 Z 000 co W as SCALE 1" = 50' 4? 6 5 4 WILI TA s COURT 3 2 Vol. 124 , Pg. 651 WI 10 0 QI � z' C [---�0 9 O � Z I� Existing 10" S.S. Line as - - E ist_ "RCP - - - (TO BE ABANDONED) I (R.O.W. VARIES) f 47 1 77.50 77.50 77 0 77.50 O 1 �o M r 'd� z A=89035' 10" R=25.00 / 66.71 7 . 0 w w w- B� C K/ 0 N E t �o /3 0 /4 �0 5 -a,0 �o `t o o To 80 M 80 M a°o M Z Z / Z Z / N 41045' 11" E - 1404.16 89.95 60106 I 85.00 73.75 �=02033'40" c I A=02038'33" R=1947.83 E R=1887.83 L=87.07 i I L=87.07 � 3 0 M z rn rn Q o NOW OR FORMERLY WIL MS OURT W COLLEGE STATION INDEPENDENT Vol. 1 0, P 651 co SCHOOL DISTRICT Vol. 614, Pg. 241 I� 3R � I Existing 12 S.S. Line I � -Existing High Pressure Gas Line - as as 88 as N 54°4627" E 73.7 73.75 73.75 73.75 73.75 73.75 73.75 B L 0 C K T W 0 o O o O C / o O ro o O - 0 i( F o O d d •- / W� •- j � •- z z z z z z z / 3 � d o d 0 0 0 10 80- d- r d- z z 32.93 IV I SITE 10.183 Acres ROAD LOCATION MAP/// NOT TO SCALE 0 90°00'00" �90°15'47" R=25.00\ , �d=90°00'00" R=25.00 l� R=25.00 77.50 77.50 77.50 63.00 1 62.01 1 751 73.75 73.75 73.75 73.75 73.75 73.75 73.75 60.47 w w w w w w w- ' co -a - - - N NASSELT STREET W - 00.aa /,emu - - i i.ou - - 01 �=90°24'5 / / / R=25.0 / 3 -70 .O.VV. ` O ` O ` O 3 O O o to to 1 T so 3 80 I tr J z z Z / Lj , I / Z-6 L O C K Z-9 0. 27 77.50 77.50 / Lone Star Gas 60' High Pressure Gas Line Esmt. Vol. 148, Pg. 361 Gas Line & Easement To Be Relocated 0 i m PROP 8"SEWER LINE as ss as as as - - 77.50 - 77.50 68.00 - - =90°00,00" / R= 25.00 0 000 E o 4 N 0 Z Z O E 0 U R g I 77.50 93.00 50 00 w w w w w -w w w w w w w ---- - - - - - - - - - - N 41045'11" E-- - - - - - - - ---- PROP. STORM DRAIN SYSTEM Z: - 6.00 - - 4.60 74.6q 7 0 .Utility 74.60 74.60 74.60 74.60 74.60 74.60 - I - 60.29 - d=90°00'00" 5' Esmt. /-- R=25.00 / B L 0 C T R �� E - ( I I I _ R= 25.00 ' __--- 3 3 3 3 3 3 3 3 3 I3 1) I w o .�� o x 3 o 4 s o 5 o O n i /d°' .�°' o o 6 °' 0 rn I N N N N N N rr 8 � 9 � 0 -► 0 11 Z Z Z Z Z Z Z z IZ I I I in r- II 85.00 74.60 74.60 74.60 74.60 74.60 74.60 74.60 �4.Z60- 74.60 I I 85.75 S 41045' 11" W �455.4 Lievan J. VanRiet 159.657 Acres Vol. 331, Pg. 39 _GENERAL NOTES: 1. LIENHOLDER: NONE 2. NUMBER OF LOTS: 34 SingleFamily Lots 3. This property is Interim Zoned A-0, Proposed Zoning: R-1. 4. Average Acreage Per Lot: .221 Acre 5. Street Right -of -Way: 2.428 Acres 6. Topographic information was taken from City of College Station Contour Maps dated March, 1981. 7. This property is not located within a 100- year flood' plain according to the preliminary Flood Insurance Rate Map No. 48041 CO182C dated July', 23, 1990. 8. No lot shall have direct access to Victoria Avenue. 9. A 4' sidewalk will be constructed along the northeast side of Nottingham' Drive and along both sides of Victoria Avenue'.. tp 11 �- TO DETENTION BASIN (HOMEOWNER ASSOCIATION OWNED a MAINTAINED) as �I Ex�s1.2-42"tLCP it lI N 76953104" 5oe 30.2 U I I CD 1 (A W w V) � N � 00 NLL- W 1 �- _ ,Oro O .O N o10 m , W U ® I o � z I LL U LL Q O _ 00 I '�0/� N I v/ I I I I I o� I I - M r-"*LAT L-Ir 1"N'A I i N'��T- FOR RECORD PRELIMINARY PLAT '01 k 1 01 N, I N, ;1 -q- lad 'ma- 2 `t 10 ®183 Acres ROBERT STEPHENSON SURVEY, A-54 COLLEGE STATION, BRAZOS CO. TEXAS MAY 1992 Owner & Developer, Surveyor: BEGONIA CORPORATION 1901 SAN JACINTO HOUSTON, TEXAS 77002 (713) 652-0654 McCLURE ENGINEERING, INC 1722 BROADMOOR DRIVE STE 210 BRYAN, TEXAS 77802 (409) 776-6700