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HomeMy WebLinkAboutCarroll Addition PP6' SIDEWALK BOTH SIDES OF STREET APPROXIMATELY 0.181 AC (HATCHED AREA) OF FUTURE ARNOLD ROAD R.O.W. TO BE OBTAINED FROM ADJOINING PROPERTY OWNER VIA SEPARATE INSTRUMENT BENCHMARK: ELEV. = 308.39 RAILROAD SPIKE IN POWER POLE 0.014 AC TO BE DEDICATED TO THE CITY OF COLLEGE STATION FOR ARNOLD ROAD 60' R.O.W. EXISTING 40' ARNOLD RD. R.O.W. PROPOSED 60' ARNOLD RD. R.O.W. SANCY WU 0.46 ACR S � �\ 2336/233 1p sS ZONED A-0 U(TYP�t / C2- \ . S Y xA \ /� !� 1p /6- / \ `S`O OE V / < BC-Bc ofl4w, g r /d �) DSO \ r a / r \ \ / o� F.M. ARNOLD 1p \ \� 3 �\ o REMAINDER OF 50.02 ACRES 10' PUBLIC UTILITY 200 445 EASEMENT / Q s0 ZONED A-0 / off. ...rz .E./Cc l0 / / S�•O \/ /a r o �!1 / /RS0 xa /e';4 ---` r 170 zo OO 19 10' PUBLIC UTIL14 t. EASEMENT �. O \ ' /�i l O� O �'�O/ \ SUN MEADOWS PHASE 2 4521 /100 ZONED R-1 B SCALE: 1" = 60' 0 30' 6V 01 \fo f 6' SIDEWAL��6`L \ \ E O'S �`,� "' r l s\ / �- a 4 O� >/ >/ r BJ 'Oc�ti� DAINA ANNEE = a \ / r /< C9 l0 (42% \ ? sr Sj j r / � .be ' 1 ' S' P.U.EJ j t 8e J f .10' DRAINAR _ t -P.O E �11 �)',INL�T�?�� \ \ ��• \ r 10' P.U.E. a = l � O r% 1� 1.285 AC. 0f`r DEDJCAjED GREENB..E T / (SEE -NOTE 4) C2 C2 `CH NNEL .290 91 HARfZELL ELKINS 1. 0.65 ACRES -n93_-- 4047/135 ZONED, A-0 SUN MEADOWS, PHASE 1 4137/254 ZONED R-2 SUNMEADOWS SUBDIVISION N A B LOCATION MAP SCALE: 1" = f2,500' CURVE RADIUS DELTA ARC TANGENT BEARING CHORD C1 345.00 11'37'39" 70.01 35.13 N 4945'37" E 69.89 C2 20.00 68'58'25" 24.08 13.74 N 80'15'45" W 22.65 C3 20.00 111'01'35" 38.76 29.11 N 09'44'15" E 32.97 C4 405.00 21*18'15" 150.59 76.17 N 54'35'56" E 149.72 C5 20.00 8941'42" 31.31 19.89 N 89'22'37" E 28.21 C6 20.00 37'56'38" 13.24 6.88 S 26*48'13" E 13.00 C7 20.00 37'56'38" 13.24 6.88 S 25'33'27" W 13.00 C8 50.00 50'20'00" 43.92 23.49 S 3259'54" E 42.53 C9 50.00 46'20'49" 40.45 21.40 S 81'20'18" E 39.35 C10 50.00 59'58'09" 52.33 28.85 N 45-30'13" E 49.98 C11 50.00 08'56'00" 7.80 3.91 N 11'03'08" E 7.79 GENERAL NOTES 1. THIS PROPERTY IS ZONED R-1. 2. 100 YEAR FLOOD ELEVATION ESTABLISHED BY THE CITY OF COLLEGE STATION AT 294.66 WITH THE MINIMUM FINISHED FLOOR ELEVATION AT 297.66 . LOTS 12, 13, 14, 15, 16, 17 AND 18 OF BLOCK 2 WILL REQUIRE AN ELEVATION CERTIFICATE FOR BUILDING PERMITS. 3. BUILDING SET BACK LINES SHALL BE AS FOLLOWS: A. MIN. FRONT SET BACK: 25' B. _ MIN. SIDE SETBACK: 7.5' C. MIN. STREET SIDE SET BACK: 15' D. MIN. REAR SET BACK: 25' E. MAX. NET DU/AC.: 8.0 4• GREENBELT SECTION (AS NOTED) IS HEREBY DEDICATED TO THE CITY OF COLLEGE STATION. 5. NORTH ORIENTATION IS BASED ON ROTATING THE SOUTHWEST LINE TO PLAT CALLS IN 4521/100. 6. A TEMPORARY BLANKET EASEMENT IS PROVIDED FOR UTILITY CONSTRUCTION AND SHALL BE ABANDONED UPON CQMPETION OF CONSTRUCTION AND/OR FILING OF THE FINAL PLAT. LEGEND - - - - - - - - - - EASEMENT LINE - - PROPERTY BOUNDARY LINE - - LOT/R.O.W. LINES 0 FOUND 1 /2" IRON ROD WITH CAP • SET 1 /2" IRON ROD WITH CAP --- ------ EXISTING SANITARY SEWER LINE EXISTING 12" WATER LINE Oo EXISTING SANITARY SEWER MANHOLE • PROPOSED SANITARY SEWER MANHOLE -as-es-PROPOSED SANITARY SEWER LINE (w/SIZE) 6W PROPOSED WATER LINE (w/SIZE) 1-04 PROPOSED BLOW -OFF ASSEMBLY PROPOSED FIRE HYDRANT ASSEMBLY OWNER/DEVELOPER Ali Safi 1923 Woodsman Drive (College Station, Texas 77840 SURVEYOR TRONG B►r A,o2 Pima SURVEYING (W9� mot cwwwocy-netnet PROJECT LOCATION 01 =]!I E I 31A I I A Fill = 0 A RESIDENTIAL SUBDIVISION CURRENTLY ZONED R-1 7.913 ACRES OUT OF A CALLED 5.39 ACRES 4317/267 CALLED 0.87 ACRES 4317/267 CALLED 1.62 ACRES 4304/96 WITH 2 BLOCKS CONSISTING OF 30 LOTS IN THE ROBERT STEVENSON LEAGUE, ABSTRACT - 54 COLLEGE STATION, BRAZOS COUNTY, TEXAS ENGINEER ASH & BROWNE ENCdNEERIIYG, INC. Engineers and Consultants P.O. Box 10838, College Station, Texas 77842 979-846-6914 877-245-4839 Fax 979-846-8914 1044001-002-03 PAGE 1 OF 1 PAGES s n O rnSJ O 0 O o rncj i { D" z c rn0 mLn m cfl z z u 1 I cn n n 0 m O 00 M D 6' SIDEWALK BOTH SIDES OF STREET APPROXIMATELY 0.181 AC (HATCHED AREA) OF FUTURE ARNOLD ROAD R.O.W. TO BE OBTAINED FROM ADJOINING PROPERTY OWNER VIA SEPARATE INSTRUMENT BENCHMARK: ELEV. = 3q8.39 RAILROAD SPIKE IN POWER POLE 0.014 AC TO BE DEDICATED ;TO THE CITY OF COLLEGE TATION FOR ARNOLD ROAD 6 R.O.W. EXISTING 4 ARNOLD RD. I.O.W. PROPOSED 60' ARNOLD RD. R.O.W. ►��`" ` s\ SAN CY WU 0 .46 ACR S 2336/233 tp % ass ZONED A-0 A / ` 1(0 * �� 0. \ _ n `. \s\ 1/0 2/ o � s 10' PUBLIC UTILITY - -' EASEMENT�° �/ s d SUN MEADOWS PHASE 2 4521 /100 ZONED R-1 SCALE: 1" = 60' 0 30' 60, F.M. ARNOLD REMAINDER OF 50.02 ACRES 10' PUBLIC UTILITY 200/445 EASEMENT ZONED A-0 / r s 's �d �O� / /�� \SO AS �sr� Ir o a �. �o / \ sp As •06+, 9 ,-A /\ \Kolj \ 6' SIDEWALK Off' l % of \� 14 •p' v3, NOR e Q +iqcp fir 1 yy C9 Dc�h ; ; .9• l Ay 1� c36, �.. 10' I U \ / R `0> / _ 10' INLET �sp1 A ` 5 I X-- \� 9 Oe`' 37 ee ' I �.`' a t X J \ J\ .10' DRAINAGE -&rt� re r 2' PILOT` /94 `,0 U 1.285 AC. OFCb DEDICATED GREEhB.�L�A° t ,f' (SEE -NOTE 4) V,1 G\ f / o f r fr �,� -�°� HA-RfZEL ' ELKINS 0.65 ACRES 4047/135 ZONED A-0 SUN MEADOWS, PHASE 1 4137/254 ZONED R-2 SUNMEADOWS SUBDIVISION A B LOCATION MAP SCALE: 1 " = f 2, 500' CURVE RADIUS DELTA ARC TANGENT BEARING CHORD C1 345.00 11'37'39" 70.01 35.13 N 4945'37" E 69.89 C2 20.00 68.58'25" 24.08 13.74 N 80'15*45" W 22.65 C3 20.00 111.01'35" 38.76 29.11 N 09'44'15" E 32.97 C4 405.00 21'18'15" 150.59 76.17 N 54.35'56" E 149.72 C5 20.00 89'41'42" 31.31 19.89 N 89'22'37" E 28.21 C6 20.00 37.56'38" 13.24 6.88 S 26.48'13" E 13.00 C7 20.00 3756'38" 13.24 6.88 S 25.33'27" W 13.00 C8 50.00 50.20'00" 43.92 23.49 S 32'59'54" E 42.53 C9 50.00 46'20'49" 40.45 21.40 S 81'20'18" E 39.35 C10 50.00 59.58'09" 52.33 28.85 N 45.30'13" E 49.98 C11 50.00 08.56'00" 7.80 3.91 N 11'03'08" E 7.79 MIRROR• i 1. THIS PROPERTY IS ZONED R-1. 2. 10,0 YEAR FLOOD ELEVATION ESTABLISHED BY THE CITY OF COLLEGE STATION AT 294.66 WITH THE MINIMUM FINISHED FLOOR ELEVATION AT 297.66 . LOTS 12, 13, 14,, 15, 16, 17 AND 18 OF BLOCK 2 WILL REQUIRE AN ELEVATION CERTIFICATE FOR BUILDING PERMITS. 3. BUILDING SET BACK LINES SHALL BE AS FOLLOWS: A. MIN. FRONT SET BACK: 25' !B. MIN. SIDE SETBACK: 7.5' C. MIN. STREET SIDE SET BACK: 15' ID. MIN. REAR SET BACK: 25' E. MAX. NET DU/AC.: 8.0 4. GREENBELT SECTION (AS NOTED) IS HEREBY DEDICATED TO THE CITY OF COLLEGE STATION. 5. NORTH ORIENTATION IS BASED ON ROTATING THE SOUTHWEST LINE TO PLAT CALLS IN 4521/100. 6. A TEMPORARY BLANKET EASEMENT IS PROVIDED FOR UTILITY CONSTRUCTION AND SHALL BE ABANDONED UPON COMPETION OF CONSTRUCTION AND/OR FILING OF THE FINAL PLAT. LEGEND - - - - - - - - - - EASEMENT LINE - - PROPERTY BOUNDARY LINE - - LOT/R.O.W. LINES 0 FOUND 1/2" IRON ROD WITH CAP • SET 1 /2" IRON ROD WITH CAP ---- ------- EXISTING SANITARY SEWER LINE EXISTING 12" WATER LINE 00 EXISTING SANITARY SEWER MANHOLE • PROPOSED SANITARY SEWER MANHOLE -as-as-PROPOSED SANITARY SEWER LINE (w/SIZE) 6w PROPOSED WATER LINE (w/SIZE) 1-04 PROPOSED BLOW -OFF ASSEMBLY PROPOSED FIRE HYDRANT ASSEMBLY QWNER/DEVELOPER All Safi 1923 Woodsman Drive College Station, Texas 77840 1G73 &*rcrest Dr. StP- A102 TRONG � Texas TM02 MXww (9") 77G �j836 I URVEYING Fax (9") T31a I_ ea ak csb"wocwwe r t PROJECT LOCATION A RESIDENTIAL SUBDIVISION CURRENTLY ZONED R-1 7.913 ACRES OUT OF A CALLED 5.39 ACRES 4317/267 CALLED 0.87 ACRES 4317/267 CALLED 1.6E ACRES 4304/96 WITH 2 BLOCKS CONSISTING OF 30 LOTS IN THE ROBERT STEVENSON LEAGUE, ABSTRACT - 54 COLLEGE STATION, BRAEOS COUNTY, TEXAS ENGINEER ASH & BROWNE ENGINEERING, INC. Engineers and Consultants P.O. Box 10838, College Station, Texas 77842 979-846-6914 877-245-4839 Fax 979-846-8914 JULY 1, 2002 n o v o p o n 0 m C, a• z z C m m m Ln €' z o D I n O M O o 0 M c o M is -G 1044001-002-03 1 PAGE 1 OF 1 PAGES