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HomeMy WebLinkAboutDrawingsI IG X 2' PIPE t I I 1 o - - BLOCK 23 ,% aU �7c 10' INLE / 39.99 40.00'- G 1 60X 39. - - 48" PI , 0 - -t J11NC. Wf G -h " � 42 PIPE� L t s ` ; °1 UNG. 13 F r a:' - - -- _ _ - �,.E � 539.55' , T� N41 53 56 c iL OF COLLEGE STATION 20' P.U.E. (3393/1) Edward Froehling � � w ANDCiYAii Remainder of 93.543 AC. OO I azw 3162/199 Mz3z_, ZONED R-1 CIO 0 rB1kGE ,5` /PEj?EsFRlN'FYTHj' / .'' r ' /` % /' :•'.' ?'! ''•'' Iti-' .�, ';•( PcP.f,'RfJ7�c',- LO;C/�T70�N,)• . ; ' .. ,� %. ji %' :•i. j / , / / / "i 1. : :r; ; r' % : / r /. /`: :%i %'j'`, ,�, , , i ti '% � 0 /, //r ry �i'j' :•/ r 1/ Capexk Lane les j \ Phase 4B - 4 55� P.U.E PIpu.) - T -, T T- - -, T - r -, T DO 5 00 55 00 00 55.0 55 .O 0 5 0 0 5 00 0 55 DO - 10' INLET 66' PIPE dUNC. 80X PIPE 6 P 0 V 11 _ - vc z' . .-. =r^ ..1%n� � KT� 1. SY i�,.E.,�..rb -S .. ••.� .._ .� ' • �.' °.eG'':`:r~'e' '====�:..••.1. ,?*�!-:* s:..,�y .s•eve.s:. ..,•-, r c v v,._ _. ���,.t 66 PIPE INj Fi' 38 B= 9 AS P 60' --� _1_...cL4_INIET _ S s_� a S PIPE. i �ig{ � N 41 °53'56 E -' 786.43' ss' PIPE Phi -Ton Investments L.P. 9.8 Acre Tract__ � CONCREiE I:•,' /i r ?': : �), I. ^$:; HEADWALL `C ri r �6 TED R -1 \DETENTION AREA 2.9 ACRES vzo / r i' 35 "E - 430:90' :saneake. Court CU � G` I� y LINE CURVE LENGTH RADIUS DELTA TANGENT CHORD CHORD BEARING Cl 39.75' 25.00' 91'06'21' 25.49' 35.69' S02 - E C2 39.27' 25.00' 90'00'00" 5 '•,, } ` ` kia Subovisio I 39.47' `•, r 1 /' Alex indfia Subdivis on 39.46' Phase 2B 25.19' \ �• ' Phase 4B T } Z ) S03'45'25 "E C10 39.07' 25.00' 89'32'22" , 1 35.21' N86'41'32 "E C11 39.47' ZONED R -1 25.20' 35.50' S03'18'28 "E C12 39.07' 25.00' 89'32'22" 24.80' 35.21' N86'41'32'E C13 15.77' 25.00' 36'07'59' 8.16' 15.51' N23'51'21 ° E C14 -- L23 - -- -- C15 15.77' 25.00' 36'07'59" 8.16' 15.51' r . C16 13.59' 25.00' 31'09'02' 6.97' 13.43' S63'17'51 "E 66.02' 548'04'39 "E L29 65.74' S48'04'39 "E L30 C18-- N86'43'43 "E -- -- -- -- -- C19 39.27' 25.00' 90'00'00" 25.00' 35.36' 503'04'39 "E Phase 4B - 4 55� P.U.E PIpu.) - T -, T T- - -, T - r -, T DO 5 00 55 00 00 55.0 55 .O 0 5 0 0 5 00 0 55 DO - 10' INLET 66' PIPE dUNC. 80X PIPE 6 P 0 V 11 _ - vc z' . .-. =r^ ..1%n� � KT� 1. SY i�,.E.,�..rb -S .. ••.� .._ .� ' • �.' °.eG'':`:r~'e' '====�:..••.1. ,?*�!-:* s:..,�y .s•eve.s:. ..,•-, r c v v,._ _. ���,.t 66 PIPE INj Fi' 38 B= 9 AS P 60' --� _1_...cL4_INIET _ S s_� a S PIPE. i �ig{ � N 41 °53'56 E -' 786.43' ss' PIPE Phi -Ton Investments L.P. 9.8 Acre Tract__ � CONCREiE I:•,' /i r ?': : �), I. ^$:; HEADWALL `C ri r �6 TED R -1 \DETENTION AREA 2.9 ACRES vzo / r i' 35 "E - 430:90' :saneake. Court CU � G` I� y _ 1 t rklivillu Court �! 1 ___- , _ CURVE TABLE LINE CURVE LENGTH RADIUS DELTA TANGENT CHORD CHORD BEARING Cl 39.75' 25.00' 91'06'21' 25.49' 35.69' S02 - E C2 39.27' 25.00' 90'00'00" 5 '•,, } ` Alexan kia Subovisio I 39.47' `•, r 1 /' 35.50' i i 39.46' Phase 2B 25.19' \ �• ' C9 T } Z NED R -1 S03'45'25 "E C10 39.07' 25.00' 89'32'22" , 1 35.21' N86'41'32 "E C11 39.47' l' 25.20' 35.50' S03'18'28 "E C12 39.07' 25.00' 89'32'22" 24.80' 35.21' N86'41'32'E C13 15.77' 25.00' 36'07'59' 8.16' 15.51' N23'51'21 ° E C14 -- L23 - -- -- C15 15.77' 25.00' 36'07'59" 8.16' 15.51' r . C16 13.59' 25.00' 31'09'02' 6.97' 13.43' S63'17'51 "E 66.02' 548'04'39 "E L29 65.74' S48'04'39 "E L30 C18-- N86'43'43 "E _ 1 t rklivillu Court �! 1 ___- , _ CURVE TABLE LINE CURVE LENGTH RADIUS DELTA TANGENT CHORD CHORD BEARING Cl 39.75' 25.00' 91'06'21' 25.49' 35.69' S02 - E C2 39.27' 25.00' 90'00'00" 25.00' 35.36' N86'55'21'E C7 39.47' 25.00' 90'27'38" 25.20' 35.50' NO3'18'28 C8 39.46' 25.00' 90'26'16" 25.19' 35.49' S86'14'35"W C9 39.08' 25.00' 89'33'44" 24.81' 35.22' S03'45'25 "E C10 39.07' 25.00' 89'32'22" 24.80' 35.21' N86'41'32 "E C11 39.47' 25.00' 90'27'38' 25.20' 35.50' S03'18'28 "E C12 39.07' 25.00' 89'32'22" 24.80' 35.21' N86'41'32'E C13 15.77' 25.00' 36'07'59' 8.16' 15.51' N23'51'21 ° E C14 -- L23 - -- -- C15 15.77' 25.00' 36'07'59" 8.16' 15.51' S29'39'20'E C16 13.59' 25.00' 31'09'02' 6.97' 13.43' S63'17'51 "E 66.02' 548'04'39 "E L29 65.74' S48'04'39 "E L30 C18-- N86'43'43 "E -- -- -- -- -- C19 39.27' 25.00' 90'00'00" 25.00' 35.36' 503'04'39 "E C20 39.56' 25.00' 90'40'23" 25.30' 35.56' N8635'10 "E C21 229.86' 430.00' 30'37'52' 117.76' 227.16' S56'33'54 C22 1 ;:9.26' 25.00' 89'58'35" 24.99' 35.35' NO3'05'22"W C23 1 39.27' 25.00' 90 25.00 35.36' S86'55'21"W C24 39.27' 25.00' 90'00'00" 25.00' 35.36' NO3T04'39"W C25 13.62' 25.00' 31'12'54" 6.98' 13.45' N63'41'06"W C26 133.02' 50.00' 152'25'48 203.79' 97.12' S03'04'39'E C27 13.62' 25.00' 31'12'54" 6.98' 13.45' N5T31'48 "E C28 39.27' 25.00' 90'00'00' 25.00' 35.36' NON04'39'W C29 38.79' 25.00' SB'53'39' 24.52' 35.01' SBT28'31'VJ C30 36.66' 25.00' 184!01'02" 22.52' 33.46' S83'55'52"W C31 202.13' 430.00' 26'55'58" 102.97' 200.27' S6T31'36'E C32 197.76' 370.00' 30'37'26" 101.30' 195.42' N65'40'52 C33 40.27' 25.00' 92'17'30" 26.02' 36.06' N0413'24"W C34 39.27' 25.00' 90'00'00" 25.00' 35.36' N86'55'21'E C35 39.27' 25.00' 90'00'00" 25.00' 1 35.36' S03'04'39 "E C36 39.27' 25.00' 90'00'00" 25.00' 1 35.36' S86'55'21 "W C37 39.27' 25.00' 90'00'00" 25.00' 1 35.36' NO3'04'39"W C38 39.27' 25.00' 90'00'00" 25.00' 1 35.36' N8655'21 "E C39 39.27' 25.00' 90'00'00" 25.00' 35.36' S03'04'39 "E C40 39.27' 25.00' 90'00'00' 25.00' 35.36' 586'55'21 "W C41 39.27' 25.00' 90'00'00" 25.00' 35.36' NON04'39 C42 39.27' 25.00' 90'00'00" 25.00' 35.36' N86'55'21'E C43 39.27' 25.00' 90'00'00' 25.00' 35.36' S03'04'39 "E C44 39.27' 25.00' 90'00'00" 25.00' 35.36' S86'55'21"W C45 39.27' 25.00' 90'00'00" 25.00' 35.36' NO3'04'39 C46 39.27' 25.00' 90'00'00" 25.00' 35.36' N86'55'21'E C47 39.27' 25.00' 90'00'00" 25.00' 35.36' S03'04'39'E C48 39.27' 25.00' 90'00'00" 25.00' 35.36' S86'55'21 "W -- C49 - -- - - - 39:27- -- 25:00= 90'00'00" - 25.00' 1 35.36- NO3'04'39"W C50 39.27' 25.00' 90'00'00" 25.00' 35.36' NB6'55'21'E C51 39.27' 25.00' 90'00'00" 25.00' 35.36' S03'04'39 "E " C52 39.27' 25.00' 90'00'00" 25.00' 35.36' S86'55'21 "W C53 39.26' 25.00' 89'58'35" 24.99' 35.35' NOTO5'22`W C54 39.28' 25.00' 90 25.01' 35.36' N86'54'38 "E C55 39.27' 25.00' 90'00'00" 25.00' 35.36' S03'04'39'E C56 42.72' 25.00' 97 28.71' 37.71' S07'01'41'E C59 98.49' 425.00' 13'16'39" 49.47' 98.27' S35'17'01"W C60 30.70' 25.00' 70'21'43" 17.62' 28.81' N63'49'33 "E C61 161.54' 370.00' 25'00'52" 82.08' 160.26' S68'29'09 "E C63 39.07' .25.00' 89'32'22" 24.80' 35.21' S86'41'32"W C64 39.47' 25.00' 90'27'38" 25.20' 35.50' NO 18'28"W C66 44.72' - 25.00' 102'29'22" 31.14' 38.99' S21'01'56 "E C67 76.64' 375.00' 11 42'36" 38.45' 76.51' S36 *&V03"W C68 39.07' 25.00' 89'32'22" 24.80' 35.21' S86"41 '32"W C69 39.47' 25.00' 90'27'38" 25.20' 35.50' NO3'18'28"W C70 38.51' 25.00' 88'15'46" 24.25' 34.82' NB6'03'14 "E C71 168.58' 430.00' 22'27'43' 85.38' 167.50' N61'02'45"W C72 39.27' 25.00' 90'00'00' 25.00' 35.36' S03 04 - 39 "E C73 39.07' 25.00' 89'32'22" 24.80' 35.21' S8 *41'32W C74 39.47' 25.00' 90'27'38" 25.20' 35.50' NO3'18'28'W C75 39.27' 25.00' 90'00'00" 25.00' 35.36' N86'55'21'E C76 39.27' 25.00' 90'00'00" 25.00' 35.36' S03'04'39'E C77 39.27' 25.00' 90'00'00" 25.00' 35.36' S8655'21 'W C78 39.27' 25.00' 90'00'00" 25.00' 35.36' NO3'04'39W C79 39.27' 25.00' 90'00'00" 25.00' 35.36' N86'55'21 "E C80 39.27' 25.00' 90'00'00" 25.00' 35.36' S03'04'39 "E C81 39.27' 25.00' 90'00'00" 25.00' 35.36' 586'55'21 "W C82 39.27' 25.00' 90'00'00' 25.00' 35.36' NO3'04'39'W C83 39.27' 25.00' 1 90'00'00" 25.00' 35.36' N86'55'21'E C84 39.27' 25.00' 90'00'00' 25.00' 35.36' S03'04'39 ° E C85 39.27' 25.00' 90'00'00" 25.00' 35.36' SB6'55'21'W C86 39.27' 25.00' 90'00'00" 25.00' 35.36' NO3'04'39"W C87 39.27' 25.00' 90'00'00" 25.00' 35.36' NB6'55'21'E C88 39.27' 25.00' 90'00'00 25.00' 35.36' 503'04'39 "E C89 39.27' 25.00' 90'00'00" 25.00' 35.36' SB655'21"W C90 39.27' 25.00' 90'00'00" 25.00' 1 35.36' NO3'04'39"W C3, C4, C5, C6, C14, C17, C18, C57, C58, C62 & C65 HAVE BEEN OMITTED. LINE TA BLE _ LINE LENGTH BEARING L1 107.72' N41'01'27 "E L2 73.58' 548'04'39 "E L5 72.89' S48'32'1 7 "E L6 90.20' N41 55'21'E L7 89.80' N41'55'21 "E L8 65.42' S48'04'39 "E L9 89.54' N41'53'56 "E L10 89.52' N41'55'21 "E Ll 1 89.52' N41'55'21 "E L12 77.58' N41'55'21'E L13 75.70' S48'04'39'E L14 83.06' N41'55'21 "E L15 103.04' S80'59'35 "E L16 20.58' N2V38'42 "E L17 67.55' S80'59'35'E L18 65.00' S48 04 "E L19 65.00' S48'04'39 "E L20 65.00' S48'04'39 "E L21 65.00' S47'43'20 "E L22 66.00' S48'04'39'E L23 66.00' S48'04'39 "E L24 66.00' S48'04'39 "E L25 66.00' S4T43'20'E, L26 66.17' N48'04'39'W' L27 66.06' S4TO4'39 "E L28 66.02' 548'04'39 "E L29 65.74' S48'04'39 "E L30 20.73' N86'43'43 "E L31 120.00' S48'15'15 "E L32 96.29' S76'02'1 2"E L33 204.84' S48'13'31 "E L34 161,22' N41'47'12 "E L35 70.30' N48'1 7'05 L3 & L4 HAVE BEEN OMITTED. CURVE TABLE, CONT. CURVE LENGTH RADIUS DELTA TANGENT CHORD CHORD BEARING C91 39.27' 25.00' 90'00'00" 25.00' 35.36' N86'55'21 "E C92 39.27' 25.00' 90'00'00' 25.00' 35.36' 503'04'39 "E C93 39.27' 25.00' 90'00'00' 25.00' 35.36' SB6'55'21 ° W C94 39.26' 25.00' 89'58'35" 24.99' 35.35' NO3'05'22W C95 39.28' 25.00' 90'01'25" 25.01' 35.36' N8654'38 "E C96 39.27' 25.00' 90'00'00" 25.00' 1 35.36' S03'04'39'E C97 39.42' 25.00' 90'21'19" 25.16' 35.46' S87'06'00'W C98 39.11' 25.00' 89'38'41" 24.85' 35.25' NO2" 4'00'W C99 39.27' 25.00' 90'00'00" 25.00' 35.36' N86 55'21'E C100 39.27' 25.00' 90'00'00" 25.00' 35.36' S03'04'39 "E C101 39.42' 25.00' 90'21'19" 25.16' 35.46' S87*06'00'W C102 39.11' 25.00' 89'38'41" 24.85' 35.25' NO2'54'00 C103 39.27' 25.00' 90'00'00" 25.00' 35.36' N86'55'21 "E C104 39.27' 25.00' 90'00'00" 25.00' 35.36' S03'04'39 "E C105 39.42' 25.00' 90'21'19' 25.16' 35.46' sar06'00'W C106 39.11' 25.00' 89'38'41" 24.85' 35.25' NO2'54'00"W C107 39.27' 25.00' 90'00'00" 25.00' 35.36' NB6'55'21'E C108 39.27' 25.00' 90'00'00" 25.00' 35.36' S03'04'39'E C109 39.42' 25.00' 90'21'19" 25.16' 35.46' SSTO6'00"W C710 39.11' 25.00' 89'38'41" 24.85' 35.25' NO2'54'00"W C711 39.27' 25.00' 90'00'00" 25.00' 35.36' N86'55'21 'E C112 39.34' 25.00' 90'09'21" 25.07' 35.40'' N86'49'1 5 "E C113 52.36' 50.00' 60'00'00" 28.87' 50.00' 1 N1 1'44'35'E Cl 14 170.16' 50.00' 194'59'23' 3130.05' 99.15' S79'14'16 NOTES: , f , \ 4,. - I + i PLlrple Martin Cave 11.254 Acre Common Area- ••..__._ Owned & Maintained by Spnngbrook Homeowner s.. - -„ Associatioy� �" •- '-- �� "'. "- : -1 � � / Vol. 2387yi'g.241 • 1. NORTH ORIENTATION IS BASED ON ROTATING THE SOUTHWEST LINE TO GRID NORTH BY UTILIZING GPS METHODS. 2. THE FOLLOWING EASEMENT INFORMATION PERTAINS TO THIS TRACT: A. THE RIGHT -OF -WAY EASEMENT TO THE CITY OF BRYAN RECORDED IN VOL. 98, PG. 84 MAY AFFECT THIS TRACT, BUT IT'S LOCATION IS UNKNOWN. B. THE RIGHT -OF -WAY EASEMENT TO THE CITY OF BRYAN RECORDED IN VOL. 1764, PGS. 8 & 11 DOES AFFECT THIS TRACT AND IS SHOWN. C. THE EASEMENT TO THE CITY OF COLLEGE STATION IS RECORDED IN VOL. 3393, PG. 1 DOES AFFECT THIS TRACT AND IS SHOWN. D. THE EASEMENT AND RIGHT -OF -WAY TO GTE SOUTHWEST INC. RECORDED IN VOL. 4003, PG. 122 DOES AFFECT THIS TRACT AND IS SHOWN. 3. THIS PROPERTY IS CURRENTLY ZONED R -1, SINGLE - FAMILY RESIDENTIAL. 4. THE TOPOGRAPHY SHOWN IS FROM AERIAL MAPPING DEVELOPED IN 1994 FOR THE CITY OF COLLEGE STATION. 5. THE SURVEY FOR THIS PROPERTY WAS PREPARED WITH THE BENEFIT OF A TITLE POLICY PREPARED BY BRAZOS COUNTY ABSTRACT COMPANY. ALL EASEMENT INFORMATION APPLICABLE TO THE SURVEY IS SHOWN ACCORDING TO THIS POLICY IN GF NO. 140603. 6. THIS PROPERTY DOES NOT LIE WITHIN A 100 -YEAR FLOOD HAZARD AREA AS PER FLOOD INSURANCE RATE MAP (FIRM) NO. 48041 CO201 D, DATED FEBRUARY 9, 2000. THE 100 -YEAR FLOODPLAIN SHOWN IS AS DETERMINED BY BASE FLOOD ELEVATION DATA FROM THE 100 -YEAR FLOODPLAIN DELINEATION FOR THE SOUTH FORK OF LICK CREEK AND THE ALEXANDRIA SUBDIVISION PREPARED BY McCLURE ENGINEERING. 7. CURVE LENGTHS SHOWN ARE ARC LENGTHS. .8. A VARIANCE WAS APPROVED, FOR BLOCK LENGTH FOR BLOCKS 1, 2 & 4 BY THE PLANNING & ZONING COMMISSION ON OCTOBER 28, 2004. THE VARIANCE REQUEST FOR BLOCK LENGTH FOR - BLOCK 6 WAS DENIED. A STREET CONNECTION TO THE J.K. DEVELOPMENT, LLP' TRACT HAS BEEN ADDED FOR PHASE 9. SINCE ONLY 1 STREET CONNECTION HAS BEEN ADDED (INSTEAD OF 2), A VARIANCE REQUEST WILL ALSO BE REQUIRED FOR PHASE 8. 9. THE FOLLOWING LOTS, WHICH ARE ALL OF PHASES 1A, 1B & 1C, ARE PROPOSED TO SEWER TO THE 92 -01 SEWER IMPACT FEE LINE:- BLOCK 1, LOTS 1 -21; BLOCK 2, LOTS 1 -14; BLOCK 3, LOTS 1 -12; BLOCK 4, LOTS 1 -41; BLOCK 5, LOTS 1 -7; BLOCK 7, LOTS 1 -19; AND BLOCK 8, LOTS 1 -5. A SEWER ANALYSIS WAS PROVIDED TO CONFIRM THERE IS ADEQUATE CAPACITY IN THE LINE. 10. THE 20' PUBLIC UTILITY EASEMENT ALONG THE PROPERTY LINE ADJACENT TO THE SCHOOL PROPERTY WILL BE USED FOR THE EXTENSION OF THE POWERLINES IN ORDER TO PROVIDE ELECTRICAL SERVICE TO THIS PROPERTY. SINCE THE ENTIRE LENGTH IS REQUIRED FOR THIS EXTENSION, THIS EASEMENT WILL BE CONVEYED BY PLAT WITH THE DEVELOPMENT" OF PHASE 1C. 11. ALEXANDRIA AVENUE WILL BE CONSTRUCTED TO CONNECT PHASE 6 OF THIS SUBDIVISION WITH THE ALEXANDRIA SUBDIVISION. THE DEVELOPER OF THE FROEHLING TRACT WILL CONSTRUCT THIS CONNECTION BEFORE OR AT THE COMPLETION OF PHASE 6 OF THIS DEVELOPMENT. 12. THE STORM WATER DETENTION FACILITIES FOR PHASES 1A, 18, 1C, 2, 3 AND 4 OF THIS SUBDIVISION WILL BE TEMPORARY DETENTION PONDS LOCATED WITHIN THE LIMITS OF PHASES 5, 6, 7 & 9 OF THE SUBDIVISION. THE EXISTING PONDS ON THE PROPERTY WILL BE MODIFIED AND UTILIZED AS TEMPORARY DETENTION PONDS. THE TEMPORARY DETENTION FACILITIES WILL REMAIN UNDER THE CONTROL OF AND BE MAINTAINED BY THE DEVELOPER UNTIL THE PERMANENT DETENTION PONDS ARE CONSTRUCTED. THE PERMANENT STORM WATER DETENTION FACILITIES FOR THE ENTIRE SUBDIVISION WILL BE LOCATED IN THE 9.8 ACRE TRACT SHOWN ON THIS PLAT. THE PERMANENT DETENTION FACILITIES WILL BE DESIGNED TO MEET THE REQUIREMENTS OF THE CITY OF COLLEGE STATION DRAINAGE POLICY AND DESIGN STANDARDS. A DRAINAGE STUDY WILL ALSO BE PROVIDED WITH THE PERMANENT FACILITY DESIGN TO SHOW THAT THE 100 -YEAR FLOOD ELEVATIONS FOR THE SOUTH FORK OF LICK CREEK ARE NOT INCREASED BY THIS DEVELOPMENT. 13. MINIMUM STREET DESIGN. AND CONSTRUCTION REQUIREMENTS WILL CHANGE WHEN THE CITY OF COLLEGE STATION ADOPTS THE NEW STANDARDS. 14. COMMON AREAS WILL BE OWNED AND MAINTAINED BY THE HOME OWNERS' ASSOCIATION (HOA). 15. TEMPORARY TURNAROUNDS WILL BE PROVIDED FOR THE ALLEY BETWEEN PHASES 3 & 8, THE EASTERN EXTENSION OF EAGLE AVENUE WITH PHASE 9, AND ANY OTHER DEAD ENDS LONGER THAN THE DEPTH OF 1 LOT. 1/ 50 1 100 SCALE IN FEET EXISTING CONTOUR MAJOR s EXISTING SANITARY SEWER LINE - ---- -- EXISTING CONTOUR° (MINOR) 169 EXISTING WATERLINE PLAT BOUNDARY t •" 9. 1 5 5. 0 5 D' . 10 B. 0' o PROPOSED SEWER MANHOLE p PROPERTY CORNER PROPOSED SEWER CLEANOUT - - - - - - - - - - PROPOSED EASEMENT LINE u .0 - EXISTING EASEMENT LINE a PROPOSED 8" WATERLINE ROW LINE 56.1. T _n14 PROPOSED FIRE HYDRANT OO V ET 2 iv1A I CH 1' T N L SHEET 1 0 F L i•7°T�5 � �tX,; Gt;° �4'.' 3,:,: �o'iR:.'- �L ',' „%7.'i'a ?.,'^,'1 4`+1'8 :TJ.,Sr 2' 3•' 2f :S�1 \:",s °";:!":J:'�tiiY'.?u°.:e ...5,+}Y`•�, c, 11 v?:.. 17V _ ST ST - / PROPOSED 6' SIDEWALK - ,I L.t• r S HEET yr � -- 2\ ... S 5 b FLOW DIRECTION 55 Springbrqok - Cyp 4'58" E Meadow Sbtkdivi N ,957.05' Dahiis B. Waller ZONED R -1 Called 22.796 AC. 327/90 -� ZONED A -0 . .............. __.... - LPG \ Ge \ EXISTING 15" \ \ SEWER LINE \ � i , f , \ 4,. - I + i PLlrple Martin Cave 11.254 Acre Common Area- ••..__._ Owned & Maintained by Spnngbrook Homeowner s.. - -„ Associatioy� �" •- '-- �� "'. "- : -1 � � / Vol. 2387yi'g.241 • 1. NORTH ORIENTATION IS BASED ON ROTATING THE SOUTHWEST LINE TO GRID NORTH BY UTILIZING GPS METHODS. 2. THE FOLLOWING EASEMENT INFORMATION PERTAINS TO THIS TRACT: A. THE RIGHT -OF -WAY EASEMENT TO THE CITY OF BRYAN RECORDED IN VOL. 98, PG. 84 MAY AFFECT THIS TRACT, BUT IT'S LOCATION IS UNKNOWN. B. THE RIGHT -OF -WAY EASEMENT TO THE CITY OF BRYAN RECORDED IN VOL. 1764, PGS. 8 & 11 DOES AFFECT THIS TRACT AND IS SHOWN. C. THE EASEMENT TO THE CITY OF COLLEGE STATION IS RECORDED IN VOL. 3393, PG. 1 DOES AFFECT THIS TRACT AND IS SHOWN. D. THE EASEMENT AND RIGHT -OF -WAY TO GTE SOUTHWEST INC. RECORDED IN VOL. 4003, PG. 122 DOES AFFECT THIS TRACT AND IS SHOWN. 3. THIS PROPERTY IS CURRENTLY ZONED R -1, SINGLE - FAMILY RESIDENTIAL. 4. THE TOPOGRAPHY SHOWN IS FROM AERIAL MAPPING DEVELOPED IN 1994 FOR THE CITY OF COLLEGE STATION. 5. THE SURVEY FOR THIS PROPERTY WAS PREPARED WITH THE BENEFIT OF A TITLE POLICY PREPARED BY BRAZOS COUNTY ABSTRACT COMPANY. ALL EASEMENT INFORMATION APPLICABLE TO THE SURVEY IS SHOWN ACCORDING TO THIS POLICY IN GF NO. 140603. 6. THIS PROPERTY DOES NOT LIE WITHIN A 100 -YEAR FLOOD HAZARD AREA AS PER FLOOD INSURANCE RATE MAP (FIRM) NO. 48041 CO201 D, DATED FEBRUARY 9, 2000. THE 100 -YEAR FLOODPLAIN SHOWN IS AS DETERMINED BY BASE FLOOD ELEVATION DATA FROM THE 100 -YEAR FLOODPLAIN DELINEATION FOR THE SOUTH FORK OF LICK CREEK AND THE ALEXANDRIA SUBDIVISION PREPARED BY McCLURE ENGINEERING. 7. CURVE LENGTHS SHOWN ARE ARC LENGTHS. .8. A VARIANCE WAS APPROVED, FOR BLOCK LENGTH FOR BLOCKS 1, 2 & 4 BY THE PLANNING & ZONING COMMISSION ON OCTOBER 28, 2004. THE VARIANCE REQUEST FOR BLOCK LENGTH FOR - BLOCK 6 WAS DENIED. A STREET CONNECTION TO THE J.K. DEVELOPMENT, LLP' TRACT HAS BEEN ADDED FOR PHASE 9. SINCE ONLY 1 STREET CONNECTION HAS BEEN ADDED (INSTEAD OF 2), A VARIANCE REQUEST WILL ALSO BE REQUIRED FOR PHASE 8. 9. THE FOLLOWING LOTS, WHICH ARE ALL OF PHASES 1A, 1B & 1C, ARE PROPOSED TO SEWER TO THE 92 -01 SEWER IMPACT FEE LINE:- BLOCK 1, LOTS 1 -21; BLOCK 2, LOTS 1 -14; BLOCK 3, LOTS 1 -12; BLOCK 4, LOTS 1 -41; BLOCK 5, LOTS 1 -7; BLOCK 7, LOTS 1 -19; AND BLOCK 8, LOTS 1 -5. A SEWER ANALYSIS WAS PROVIDED TO CONFIRM THERE IS ADEQUATE CAPACITY IN THE LINE. 10. THE 20' PUBLIC UTILITY EASEMENT ALONG THE PROPERTY LINE ADJACENT TO THE SCHOOL PROPERTY WILL BE USED FOR THE EXTENSION OF THE POWERLINES IN ORDER TO PROVIDE ELECTRICAL SERVICE TO THIS PROPERTY. SINCE THE ENTIRE LENGTH IS REQUIRED FOR THIS EXTENSION, THIS EASEMENT WILL BE CONVEYED BY PLAT WITH THE DEVELOPMENT" OF PHASE 1C. 11. ALEXANDRIA AVENUE WILL BE CONSTRUCTED TO CONNECT PHASE 6 OF THIS SUBDIVISION WITH THE ALEXANDRIA SUBDIVISION. THE DEVELOPER OF THE FROEHLING TRACT WILL CONSTRUCT THIS CONNECTION BEFORE OR AT THE COMPLETION OF PHASE 6 OF THIS DEVELOPMENT. 12. THE STORM WATER DETENTION FACILITIES FOR PHASES 1A, 18, 1C, 2, 3 AND 4 OF THIS SUBDIVISION WILL BE TEMPORARY DETENTION PONDS LOCATED WITHIN THE LIMITS OF PHASES 5, 6, 7 & 9 OF THE SUBDIVISION. THE EXISTING PONDS ON THE PROPERTY WILL BE MODIFIED AND UTILIZED AS TEMPORARY DETENTION PONDS. THE TEMPORARY DETENTION FACILITIES WILL REMAIN UNDER THE CONTROL OF AND BE MAINTAINED BY THE DEVELOPER UNTIL THE PERMANENT DETENTION PONDS ARE CONSTRUCTED. THE PERMANENT STORM WATER DETENTION FACILITIES FOR THE ENTIRE SUBDIVISION WILL BE LOCATED IN THE 9.8 ACRE TRACT SHOWN ON THIS PLAT. THE PERMANENT DETENTION FACILITIES WILL BE DESIGNED TO MEET THE REQUIREMENTS OF THE CITY OF COLLEGE STATION DRAINAGE POLICY AND DESIGN STANDARDS. A DRAINAGE STUDY WILL ALSO BE PROVIDED WITH THE PERMANENT FACILITY DESIGN TO SHOW THAT THE 100 -YEAR FLOOD ELEVATIONS FOR THE SOUTH FORK OF LICK CREEK ARE NOT INCREASED BY THIS DEVELOPMENT. 13. MINIMUM STREET DESIGN. AND CONSTRUCTION REQUIREMENTS WILL CHANGE WHEN THE CITY OF COLLEGE STATION ADOPTS THE NEW STANDARDS. 14. COMMON AREAS WILL BE OWNED AND MAINTAINED BY THE HOME OWNERS' ASSOCIATION (HOA). 15. TEMPORARY TURNAROUNDS WILL BE PROVIDED FOR THE ALLEY BETWEEN PHASES 3 & 8, THE EASTERN EXTENSION OF EAGLE AVENUE WITH PHASE 9, AND ANY OTHER DEAD ENDS LONGER THAN THE DEPTH OF 1 LOT. 1/ 50 1 100 SCALE IN FEET EXISTING CONTOUR MAJOR s EXISTING SANITARY SEWER LINE - ---- -- EXISTING CONTOUR° (MINOR) W EXISTING WATERLINE PLAT BOUNDARY t PROPOSED 6" SANITARY SEWER LINE it<a �' w14,.i4 'rl.:� PHASE LINE i )•� r PROPOSED 8" SANITARY SEWER LINE - - LOT LINE o PROPOSED SEWER MANHOLE p PROPERTY CORNER PROPOSED SEWER CLEANOUT - - - - - - - - - - PROPOSED EASEMENT LINE 1 PROPOSED 6" WATERLINE - EXISTING EASEMENT LINE W -3 PROPOSED 8" WATERLINE ROW LINE W -lc' T _n14 PROPOSED FIRE HYDRANT OO _ ST ST - PROPOSED ST SEWER PROPOSED 6' SIDEWALK PROPOSED STORM INLET FLOW DIRECTION Springbrqok - Cyp Meadow Sbtkdivi Phase 2-, ZONED R -1 , f , \ 4,. - I + i PLlrple Martin Cave 11.254 Acre Common Area- ••..__._ Owned & Maintained by Spnngbrook Homeowner s.. - -„ Associatioy� �" •- '-- �� "'. "- : -1 � � / Vol. 2387yi'g.241 • 1. NORTH ORIENTATION IS BASED ON ROTATING THE SOUTHWEST LINE TO GRID NORTH BY UTILIZING GPS METHODS. 2. THE FOLLOWING EASEMENT INFORMATION PERTAINS TO THIS TRACT: A. THE RIGHT -OF -WAY EASEMENT TO THE CITY OF BRYAN RECORDED IN VOL. 98, PG. 84 MAY AFFECT THIS TRACT, BUT IT'S LOCATION IS UNKNOWN. B. THE RIGHT -OF -WAY EASEMENT TO THE CITY OF BRYAN RECORDED IN VOL. 1764, PGS. 8 & 11 DOES AFFECT THIS TRACT AND IS SHOWN. C. THE EASEMENT TO THE CITY OF COLLEGE STATION IS RECORDED IN VOL. 3393, PG. 1 DOES AFFECT THIS TRACT AND IS SHOWN. D. THE EASEMENT AND RIGHT -OF -WAY TO GTE SOUTHWEST INC. RECORDED IN VOL. 4003, PG. 122 DOES AFFECT THIS TRACT AND IS SHOWN. 3. THIS PROPERTY IS CURRENTLY ZONED R -1, SINGLE - FAMILY RESIDENTIAL. 4. THE TOPOGRAPHY SHOWN IS FROM AERIAL MAPPING DEVELOPED IN 1994 FOR THE CITY OF COLLEGE STATION. 5. THE SURVEY FOR THIS PROPERTY WAS PREPARED WITH THE BENEFIT OF A TITLE POLICY PREPARED BY BRAZOS COUNTY ABSTRACT COMPANY. ALL EASEMENT INFORMATION APPLICABLE TO THE SURVEY IS SHOWN ACCORDING TO THIS POLICY IN GF NO. 140603. 6. THIS PROPERTY DOES NOT LIE WITHIN A 100 -YEAR FLOOD HAZARD AREA AS PER FLOOD INSURANCE RATE MAP (FIRM) NO. 48041 CO201 D, DATED FEBRUARY 9, 2000. THE 100 -YEAR FLOODPLAIN SHOWN IS AS DETERMINED BY BASE FLOOD ELEVATION DATA FROM THE 100 -YEAR FLOODPLAIN DELINEATION FOR THE SOUTH FORK OF LICK CREEK AND THE ALEXANDRIA SUBDIVISION PREPARED BY McCLURE ENGINEERING. 7. CURVE LENGTHS SHOWN ARE ARC LENGTHS. .8. A VARIANCE WAS APPROVED, FOR BLOCK LENGTH FOR BLOCKS 1, 2 & 4 BY THE PLANNING & ZONING COMMISSION ON OCTOBER 28, 2004. THE VARIANCE REQUEST FOR BLOCK LENGTH FOR - BLOCK 6 WAS DENIED. A STREET CONNECTION TO THE J.K. DEVELOPMENT, LLP' TRACT HAS BEEN ADDED FOR PHASE 9. SINCE ONLY 1 STREET CONNECTION HAS BEEN ADDED (INSTEAD OF 2), A VARIANCE REQUEST WILL ALSO BE REQUIRED FOR PHASE 8. 9. THE FOLLOWING LOTS, WHICH ARE ALL OF PHASES 1A, 1B & 1C, ARE PROPOSED TO SEWER TO THE 92 -01 SEWER IMPACT FEE LINE:- BLOCK 1, LOTS 1 -21; BLOCK 2, LOTS 1 -14; BLOCK 3, LOTS 1 -12; BLOCK 4, LOTS 1 -41; BLOCK 5, LOTS 1 -7; BLOCK 7, LOTS 1 -19; AND BLOCK 8, LOTS 1 -5. A SEWER ANALYSIS WAS PROVIDED TO CONFIRM THERE IS ADEQUATE CAPACITY IN THE LINE. 10. THE 20' PUBLIC UTILITY EASEMENT ALONG THE PROPERTY LINE ADJACENT TO THE SCHOOL PROPERTY WILL BE USED FOR THE EXTENSION OF THE POWERLINES IN ORDER TO PROVIDE ELECTRICAL SERVICE TO THIS PROPERTY. SINCE THE ENTIRE LENGTH IS REQUIRED FOR THIS EXTENSION, THIS EASEMENT WILL BE CONVEYED BY PLAT WITH THE DEVELOPMENT" OF PHASE 1C. 11. ALEXANDRIA AVENUE WILL BE CONSTRUCTED TO CONNECT PHASE 6 OF THIS SUBDIVISION WITH THE ALEXANDRIA SUBDIVISION. THE DEVELOPER OF THE FROEHLING TRACT WILL CONSTRUCT THIS CONNECTION BEFORE OR AT THE COMPLETION OF PHASE 6 OF THIS DEVELOPMENT. 12. THE STORM WATER DETENTION FACILITIES FOR PHASES 1A, 18, 1C, 2, 3 AND 4 OF THIS SUBDIVISION WILL BE TEMPORARY DETENTION PONDS LOCATED WITHIN THE LIMITS OF PHASES 5, 6, 7 & 9 OF THE SUBDIVISION. THE EXISTING PONDS ON THE PROPERTY WILL BE MODIFIED AND UTILIZED AS TEMPORARY DETENTION PONDS. THE TEMPORARY DETENTION FACILITIES WILL REMAIN UNDER THE CONTROL OF AND BE MAINTAINED BY THE DEVELOPER UNTIL THE PERMANENT DETENTION PONDS ARE CONSTRUCTED. THE PERMANENT STORM WATER DETENTION FACILITIES FOR THE ENTIRE SUBDIVISION WILL BE LOCATED IN THE 9.8 ACRE TRACT SHOWN ON THIS PLAT. THE PERMANENT DETENTION FACILITIES WILL BE DESIGNED TO MEET THE REQUIREMENTS OF THE CITY OF COLLEGE STATION DRAINAGE POLICY AND DESIGN STANDARDS. A DRAINAGE STUDY WILL ALSO BE PROVIDED WITH THE PERMANENT FACILITY DESIGN TO SHOW THAT THE 100 -YEAR FLOOD ELEVATIONS FOR THE SOUTH FORK OF LICK CREEK ARE NOT INCREASED BY THIS DEVELOPMENT. 13. MINIMUM STREET DESIGN. AND CONSTRUCTION REQUIREMENTS WILL CHANGE WHEN THE CITY OF COLLEGE STATION ADOPTS THE NEW STANDARDS. 14. COMMON AREAS WILL BE OWNED AND MAINTAINED BY THE HOME OWNERS' ASSOCIATION (HOA). 15. TEMPORARY TURNAROUNDS WILL BE PROVIDED FOR THE ALLEY BETWEEN PHASES 3 & 8, THE EASTERN EXTENSION OF EAGLE AVENUE WITH PHASE 9, AND ANY OTHER DEAD ENDS LONGER THAN THE DEPTH OF 1 LOT. 1/ 50 1 100 SCALE IN FEET EXISTING CONTOUR MAJOR s EXISTING SANITARY SEWER LINE - ---- -- EXISTING CONTOUR° (MINOR) W EXISTING WATERLINE PLAT BOUNDARY S _b PROPOSED 6" SANITARY SEWER LINE it<a �' w14,.i4 'rl.:� PHASE LINE S-6 PROPOSED 8" SANITARY SEWER LINE - - LOT LINE o PROPOSED SEWER MANHOLE p PROPERTY CORNER PROPOSED SEWER CLEANOUT - - - - - - - - - - PROPOSED EASEMENT LINE W_6 PROPOSED 6" WATERLINE - EXISTING EASEMENT LINE W -3 PROPOSED 8" WATERLINE ROW LINE W -lc' PROPOSED 12" WATERLINE _n14 PROPOSED FIRE HYDRANT ' - PROPOSED 4' SIDEWALK _ ST ST - PROPOSED ST SEWER PROPOSED 6' SIDEWALK PROPOSED STORM INLET FLOW DIRECTION VICINITY MAP N NOT TO SCALE / \ ' I V i J i 1 �•. T tL ' ' •` � Il i (\ J 107.759 ACRES lax 413 'ir r I'• .•�`r. � �� `_ G ''�, i+ 3i,�_ 9 '4 L I " ' u - �3.. � � t ;F � '�, � b �� Sj :.r,arv� . `�^ o {. •;3 i • _: - y..l,. ^_tea, f ' , 'Y N0 0qaE= F 0 R :anr.,„ . ,u. a:c : a '°au y . _ ass:, r_•a,. . :+•s.. •''�• � .`.k:.e9 _,,y.. L:., r.J` Y' ��i• Y om'. ( MATCHLiNE SHEET 1 OF 2 r• - 5r1EE , _ OF 2 _-z_.- ,.r ,n7-• •ms •s•a• PROJECT LOCATION PHASE 1 A = 9.618 AC. PHASE 5 = 10.406 AC. PHASE 1 B = 8.451 AC. PHASE 6 = 7.459 AC. PHASE 1 C = 7.625 AC. PHASE 7 = 15.961 AC. PHASE 2 = 8.289 AC. PHASE 8 = 10.567 AC. PHASE 3 = 8.708 AC. PHASE 9 = 13.523 AC. PHASE 4 =7.152 AC. BLOCK 1, LOTS 1 THRU 21 BLOCK 9, LOTS 1 THRU 38 BLOCK 17, LOTS 1 THRU 10 BLOCK 2, LOTS 1 THRU 23 BLOCK 10, LOTS 1 THRU 10 BLOCK 18, LOTS 1 THRU 12 BLOCK 3, LOTS 1 THRU 12 BLOCK 11, LOTS 1 THRU 13 BLOCK 19, LOTS 1 THRU 10 BLOCK 4, LOTS 1 THRU 41 BLOCK LOTS 1 13 BLOCK 20, LOTS 1 THRU 26 BLOCK 5, LOTS 1 THRU 7 BLOCK 13, LOTS 1 THRU 14 BLOCK 21, LOTS 1 THRU 28 BLOCK 6, LOTS 1 THRU 48 BLOCK 14, LOTS 1 THRU 14 BLOCK 22, LOTS 1 THRU 13 BLOCK 7, LOTS 1 THRU 38 BLOCK 15, LOTS 1 THRU 28 BLOCK 23, LOTS 1 THRU 5 BLOCK 8, LOTS 1 THRU 10 BLOCK 16, LOTS 1 THRU 26 ROBERT STEVENSON LEAGUE, A -54 COLLEGE STATION, BRAZOS COUNTY, TEXAS SCALE: 1'=100 AUGUST, 2004 REV. SEPTEMBER, 2004 OCTOBER, 2004 (REV. 2) (NOTE 8, SHEET 2 OF 2 ONLY) OWNER /DEVELOPER AUGUST, 2005 (REV 2) Phi -Ton Investments, LLP 3205 Earl Rudder Freeway South ENGINEER: College Station, TX 77845 (979) 693 -6699 I T E X LON SURVEYOR: General Contractors Curtis Strong, RPLS No. 4961 Ginger L. Urso, P.E. Strong Surveying 1707 Graham Road 1722 Broadmoor, Suite 105 College Station, Texas 77845 Bryan, TX 77802 (979) 764 -7743 (979) 776 -9836 SHEET 2 OF 2 � / \ ' I V i J i 1 �•. T tL ' ' •` � Il i (\ J 107.759 ACRES lax 413 'ir r I'• .•�`r. � �� `_ G ''�, i+ 3i,�_ 9 '4 L I " ' u - �3.. � � t ;F � '�, � b �� Sj :.r,arv� . `�^ o {. •;3 i • _: - y..l,. ^_tea, f ' , 'Y N0 0qaE= F 0 R :anr.,„ . ,u. a:c : a '°au y . _ ass:, r_•a,. . :+•s.. •''�• � .`.k:.e9 _,,y.. L:., r.J` Y' ��i• Y om'. ( MATCHLiNE SHEET 1 OF 2 r• - 5r1EE , _ OF 2 _-z_.- ,.r ,n7-• •ms •s•a• PROJECT LOCATION PHASE 1 A = 9.618 AC. PHASE 5 = 10.406 AC. PHASE 1 B = 8.451 AC. PHASE 6 = 7.459 AC. PHASE 1 C = 7.625 AC. PHASE 7 = 15.961 AC. PHASE 2 = 8.289 AC. PHASE 8 = 10.567 AC. PHASE 3 = 8.708 AC. PHASE 9 = 13.523 AC. PHASE 4 =7.152 AC. BLOCK 1, LOTS 1 THRU 21 BLOCK 9, LOTS 1 THRU 38 BLOCK 17, LOTS 1 THRU 10 BLOCK 2, LOTS 1 THRU 23 BLOCK 10, LOTS 1 THRU 10 BLOCK 18, LOTS 1 THRU 12 BLOCK 3, LOTS 1 THRU 12 BLOCK 11, LOTS 1 THRU 13 BLOCK 19, LOTS 1 THRU 10 BLOCK 4, LOTS 1 THRU 41 BLOCK LOTS 1 13 BLOCK 20, LOTS 1 THRU 26 BLOCK 5, LOTS 1 THRU 7 BLOCK 13, LOTS 1 THRU 14 BLOCK 21, LOTS 1 THRU 28 BLOCK 6, LOTS 1 THRU 48 BLOCK 14, LOTS 1 THRU 14 BLOCK 22, LOTS 1 THRU 13 BLOCK 7, LOTS 1 THRU 38 BLOCK 15, LOTS 1 THRU 28 BLOCK 23, LOTS 1 THRU 5 BLOCK 8, LOTS 1 THRU 10 BLOCK 16, LOTS 1 THRU 26 ROBERT STEVENSON LEAGUE, A -54 COLLEGE STATION, BRAZOS COUNTY, TEXAS SCALE: 1'=100 AUGUST, 2004 REV. SEPTEMBER, 2004 OCTOBER, 2004 (REV. 2) (NOTE 8, SHEET 2 OF 2 ONLY) OWNER /DEVELOPER AUGUST, 2005 (REV 2) Phi -Ton Investments, LLP 3205 Earl Rudder Freeway South ENGINEER: College Station, TX 77845 (979) 693 -6699 I T E X LON SURVEYOR: General Contractors Curtis Strong, RPLS No. 4961 Ginger L. Urso, P.E. 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