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HomeMy WebLinkAboutCastlegate Sec7 Blk1 Lts1-17; Blk2 Lts1-17DRAINAGE '6 y FUTURE GREE�IWAY EASEMENT \ w (SECT. 5. PH. 2) COMMON/AItEARCP ) \Iv \ i `\ (PRIVATE) \� / 0.892 ac. �\ o / ,x r ,5 2• RCP Y COMMON AREA 5'UE P.. / CURVE TABLE CURVE LENGTHr828.12' IUS DELTA TANGENT CHORD CHORD BEARING C1 699.93' .00' 19'42'24" 353.46' 696.48' N32'16'20"E C2 38.60'00' 88'28'12" 24.34' 34.88' S66'39'14"W C3 202.34'.00' 27'36'10" 103.17' 200.39' N55'18'34"W C4 249.16'00' 22'39'36" 126.23' 247.54' S52'50'17"E C5 207.33' 14'20'40" 104.21' 206.78' S71'20'25"E C7 118.83' 175.00' 38'54'15" 61.81' 116.56' N47'42'05"E C8 275.44' 325.00' 4833'29" 146.60' 267.27' S42'52'28"W C9 21.03' 25.00' 48'11'23" 11.18' 20.41' N42'41'25"E C10 149.58' 50.00' 171'24'21" 665.43' 99.72' S18'55'04"E C11 21.03' 25.00' 48-11'23" 11.18' 20.41' N80'31'33"W C12 25.98' 25.00' 59'32'57" 14.30' 24.83' N26'39'23"W C13 168.30' 40.00' 241104'24 67.81' 68.90' 1 N70.24'11 "E C14 25.98' 25.00' 59'32'57" 14.30' 24.83' 1 S12*32'15"E C15 130.66' 450.00' 16'38'08" 65.79' 130.20' NO8'55'09"E C16 66.18' 450.00' 8'25'34" 33.15' 66.12' NO3'36'43"W C17 21.03' 25.00' 48-11'23" 11.18' 20.41' S16-16'11"W C18 139.78' 50.00' 160110'50" 286.20' 98.51' N39'43'32"W C19 20.21' 25.00' 46-119'40" 10.70' 19.67' N83'20'53"E C20 187.81' 375.00' 28'41'41" 95.92' 185.85' S59'08'26"E C21 71.80' 1 50.00' 82-1l6'30" 43.68' 65.79' S0339'21 "E C22 37.87' 235.00' 9-13'56" 18.97' 37.83' N32'51'56"E C24 62.60' 50.00' 71'44'21 " 36.15' 58.59' N76'58'37"W C25 227.56' 425.00' 30'40'39" 116.58' 224.85' 1 S56-2646" E C26 55.82' 50.00' 63'57'35" 31.22' 52.96' N39'48'18"W C27 58.83' 400.00' 8'25'34" 29.47' 58.77' NO3*36'43"W C28 116.14' 1 400.00' 16-38'08" 58.48' 115.73' N0855'09"E C29 92.79' 50.00' 106-19'56" 66.75' 80.04' N70'24' 11 "E C30 65.47 50.00' 75'01'35" 38.38' 60.89' S18'55'04"E C31 233.06' 275.00' 48-33'29" 124.05' 226.15' S42'52'28"W C32 266.29' 665.00' 22'56'36" 134.95' 1 264.52' S47'15'43"E C33 214.96' 863.12' 1 14'116'09" 108.04' 1. 214.40' S71'18'10"E LtCitNU EXISTING CONTOUR (MAJOR) --- ------------ EXISTING CONTOUR (MINOR) PLAT BOUNDARY ROW LINE - '- - '' - .. - ' - ZONING BOUNDARY EDGE OF PAVEMENT LINE - - PROPERTY LINE © PROPERTY CORNER - - - - - - - PUBLIC UTILITY EASEMENT LINE C= 100-YEAR FLOODPLAIN BOUNDARY BFE = 307 BASE FLOOD ELEVATION (BFE) s a s-s PROPOSED SANITARY SEWER LINE PROPOSED WATER LINE STORM SEWER LINE P P PIPELINE -� FLOW DIRECTION FH,- FIRE HYDRANT 0 SANITARY SEWER MANHOLE V 7� _� 1 PROJECT LE%HTS LOCATION , NOTES: 1. THE BEARING SYSTEM SHOWN HEREON IS REFERRED TO THE NAD-83 TEXAS STATE PLANE COORDINATE SYSTEM LAMBERT PROJECTION, CENTRAL ZONE, AND AS MONUMENTED ON THE GROUND 2. THE PROPOSED BUILDING SETBACK LINE REQUIREMENTS FOR SECTION 7 ARE AS FOLLOWS: 25' FRONT, 25' REAR, 15' SIDE STREET AND 7.5' SIDE. ADDITIONAL SETBACKS MAYBE REQUIRED BY DEED RESTRICTIONS. 3. THE FOLLOWING MODIFICATIONS/VARIATIONS TO THE CITY OF COLLEGE STATION STANDARDS WERE APPROVED WITH THE PDD ZONING: - STREET PAVEMENT WIDTH FOR COLLECTOR & RESIDENTIAL STREETS - SIDEWALK REQUIREMENTS FOR COLLECTOR & RESIDENTIAL STREETS - BUILDING SETBACK LINE DISTANCES - MINIMUM LOT SIZE AND DIMENSIONS WITH SPECIAL CONSIDERATION TO LOTS THAT ARE LOCATED ADJACENT TO THE FLOODPLAIN OR GREENWAY AREAS - REDUCED RESIDENTIAL STREET SPEED LIMITS - LIMITING ON -STREET PARKING IN RESIDENTIAL AREAS THIS PROPERTY IS CURRENTLY ZONED PLANNED DEVELOPMENT DISTRICT HOUSING (PDD-H). ' - o (PUBLIC) 1s INLET 1'� .• \�o. - MODIFICATIONS/VARIATIONS TO THE CITY OF COLLEGE STATION STANDARDS ARE REQUESTED FOR THE N®. 7 PRIVATE 27 (�v"'�) /4 \ s• SEH£R LINE �/' �\ 'T - FOLLOWING ITEMS: \ �.;� (PRIVATE) 1 \\ 0.704 ac.\ y k' - - 24' WIDTH FOR STREETS i COMMON AREA osED STREET ROW & P.U.E. �� ` ,L - SIDEWALK REQUIREMENTS HINGED \ .� , Q TS FOR RESIDENTIAL STREETS 1, /x SAINLEi % \ P.U.E / '!/ _ $� �`\ "� �' P.I.I.E. THE LOTS WILL MEET THE REQUIREMENTS OF R-1 ZONING, UNLESS SPECIFIED OTHERWISE. NO.2 (0.205 ac.) (3.050 ac.) �`� S� _ _ / 1 �. (PUBuc) \ lyyV c off' i� 15' , 1 i 8• SEWER LIE } G __ �•'-''- 6 V� / (PRIVATE) \\ \ ��/ \\ + W FUTURE DEVELOPME T I 4. THE TOPOGRAPHY SHOWN IS FROM AERIAL L MAPPING DEVELOPED IN 1994 FOR THE CITY OF 1.322 acJ + '"� --''~5� 1e _�c e r d$ s,- �; �- -- ASTLEGAT� SECTION 5, PSE 2 COLLEGE STATION AND FIELD SURVEY DATA. Is +- tone PST WR a P y e~/ �$ `� ` ! t {{{ s 5. A PORTION OF THIS TRACT IS WITHIN A SPECIAL FLOOD HAZARD AREA ACCORDING T ,� ' P.U.E so "'° EENS PRARIE INVESTORS, `LTD. 0 THE .FF=3'13.0 s- LINE f W PRIVATE Si w_e /'�'----`""" ��, COMMON �1`� 'S XMNO\ ` REMAINDER OF\316.02 AC. TRA(NT FEDERAL INSURANCE RATE MAP FIRM. COMMUNITY PANEL N0. 48041CO205 D, EFFECTIVE DATE COMMON AREA �? 2,� ,' F (... )> ~ , Y o NO. (GREENWAY 395/55 2-9-2000. \ RIVATE RAINAGE / & ' ` `b• 0 Oo \ �~ " i I EA T / ,-- ---r�, $7 0o NO.6 & P.U.E. 5 P.U.E (WID7}ARIEs 1 \-a R s. \�9 AREA 0.970 ac.) "\ -► ZONES ,ADD \, 6. CURVE LENGTHS SHOWN ALONG THE BOUNDARY OR RIGHT-OF-WAY LINES ARE ARC LENGTHS. .= � r`aN (0.032 ac.) ��o. 9�Aas O ,,\9• `\ j N� v 8• WATERLINE rr ' 9 0.711 ac. , \! 4 t 7. SUBDIVISION ELECTRICAL SERVICE: A. THE DEVELOPER INSTALLS CONDUIT PER CITY SPECIFICATIONS AND DESIGN. \ 3 B. THE DEVELOPER IS RESPONSIBLE FOR PROVIDING 30 FEET OF 4 RIGID CO I / �00_W 0. 3 a 2 F # CONDUIT FOR I pQ48 05 P.U.E / 1- �fO' • sc4�F •6' \ ' , �'0' . LIMIT OF \ ( ) ! ^/ Ogg \ ' �234'LO -�� 7 �\ + ° i Y f RISER POLES . DEVELOPER INSTALLS FIRST 10 FEET; CITY INSTALLS THE REMAINDER. / ! / Q 1 / t" _ \ �7 j� $ \ ,% p� `� "` , DETAILED �.P C. THE DEVELOPER IS RESPONSIBLE FOR POURING THE TRANSFORMER PAD(S) 0.714 ac. + /' �f�-+11 r\ \\ �' �` j PER CITY SPECIFICATIONS AND DESIGN. t" D. THE DEVELOPER IS RESPONSIBLE FOR INSTALLING CITY -PROVIDED PULL BOXES f I 5 P.U.E. STUDY P .;.: AS PER CITY ECIFICATIONS AND DESIGN. j ti w s I (Puej + J f''T �3•�\ �± J 2 \ \ _ /., --''�/PT E. THE DEVELOPER WILL PROVIDE A TEMPORARY BLANKET EASEMENT FOR - =� m y J \ \_ ���\ % P j CONSTRUCTION PURPOSES. 0.776ac. F. THE DEVELOPER IS RESPONSIBLE FOR PROVIDING EASEMENTS FOR ELECTRIC INFRASTRUCTURE AS INSTALLED FOR ELECTRIC LINES, INCLUDING STREET LIGHTING. / J im + g 6g f \\ f f� /f /f1 >. ,C ���„ _ \i 8 -p !�` P f t G. THE DEVELOPER IS RESPONSIBLE FOR INSTALLING / 1.1$3 ac. 22 f/.f /. 1 i i� / r" \ �„�i b' \\ �Q P�� \ STREET LIGHTS PER CITY SPECIFICATIONS AND DESIGN. i MINAFF=313.0 N r H. DEVELOPER PROVIDES LOAD DATA FOR PROJECT. I l� t /, ,% / // 40 --' --' '� \ A_ ` �1,/r �1�,._..- 8. STRUCTURES CONSTRUCTED ON LOTS WHICH ARE PARTIALLY IN THE LIMITS OF THE 100-YEAR 1 n C. BOX \ r f / t ( Buc) COMMON Alm"A ` T//r'� �/ �6 '-- 2D P.I.I.E. \ a• WATERLINE `\� i i/'f �y-=- FLOODPLAIN SHALL HAVE A MINIMUM FIRST FLOOR ELEVATION AT LEAST 3' ABOVE THE ESTABLISHED N®. 5 0.33 ac. .��'2 J` T3 ` �' ' '-' / �j�i- t ''\. } BASE FLOOD ELEVATION (BFE). AN ELEVATION CERTIFICATE WILL BE REQUIRED AT THE TIME OF + 0.721 a . ( / ) CITGO PIPELINE ENT \ ' / f 02 M _ y�5`�- �o t CONSTRUCTION IN ORDER TO ENSURE COMPLIANCE. _ VOLPG ao 0.85�c. ,! ►, t l �' 28,.W ;'' 4• RCP ' 9. STORM WATER RUNOFF DETENTION WILL BE PROVIDED BY AN OFFSITE DETENTION POND LOCATED I N50•9g- _ {PUBLIC) f21"W �2 r f J o 0 1 �Y iGIMON AREA -- ~ ! ` ' BOUNDARY 10, ON THE CROWLEY TRACT. 4 j 1o'iNLer 5 • � - ,r r' - - �' NO.8 0.153 ac. t � \' •1 + i (Pueuc�, 10' xa s coMMUNlcanoNs 4 P J% ( ) , a3 10. NO SIDEWALKS ARE PROPOSED FOR THE INTERIOR OF THIS SECTION OF THE CASTLEGATE ' �� / EASEMENT (LI WITHIN THE CITGO N �� SUBDIVISION. EASEMENT)-. VOL PG 22s, B.C.O.R. 0.768 ac.{ '`� -'� % �'� + 6 t + ` RIVATE DRAINA I I i` ! \'' P� w'a-_M 1 '1� " f- 11. THE STREET PAVEMENT WILL BE EITHER PORTLAND CEMENT CONCRETE OR + EASEl1ENT I !� , .J '� 4 - - 21 s ''ram / r. 0.600 ac. , . WIDTH VARIES +t \ \ ]ram 0 6? i �g2• v' i _ `V_ ` ASPHALTIC CONCRETE SURFACE. + ) I 5' IN a ,s- \ICJ 0.7 Vac. tp ! i i P / J e '� �� �/ 1 . ti - FUTURE , t I \ rn cfl a s / k�1 (PUBLIC) Rq� �\ I -� _�' _ -T- ^ N 12. COMMON AREA N0. 7 IS A PRIVATE STREET RIGHT-OF-WAY AND PUBLIC UTILITY EASEMENT. \ PuBUc \ v� / ro, DEVELOPMENT i \ 10• PIP NE, 600 PSI MAX j �" � l i s .� GjZ \ ` t 15 i OPERATIN PRESSIIREAMNED V'8'1 ^�' i�1� 5' P.U.E VOB. - SECTION 6 \`i. t \ \ s - \ ETROLEUM P�ODucAs I P/ r ,y- 6`T' .\ 2 t w" f 13. THIS SUBDIVISION IS PROPOSED TO BE A GATED COMMUNITY. THE GATED ENTRY, HOMEOWNERS t i \ ¢� \\ / 2 25' 10.80 ACRES ASSOCIATION AND MAINTENANCE OF THE STREETS WILL BE IN ACCORDANCE WITH SECTION 8-W, 1.4,06 ac. ` _ P��'P- 2 ; °�5 `S' ; °�j f, f GATING OF ROADWAYS, OF THE CITY OF COLLEGE STATION SUBDIVISION REGULATIONS. MIN. fF=314.0 \` _ _ - % P �� vcc e - of 7 t� N i - �,. I \\ i g�4+ t� w_s ne PVVMMT �D OW po�N� T' 120' \\ \ 0.879 ac. + 1 �l /P �33 �-� z4 STR� f' ! P�VA� w. PRELIMINARY PLAT -\ - 8 P.U.E. k I -5 4.55 ,, �_s 1 5, ,,-' , \ -60 TO 0.700 ac. `� .6, �° ;`.' �� �.CASTLEGATE SUBDIVISION �'.'f 4 s s o : \ ', 0.708 ac.\\ - -``I `�o���� f% t,r l t M '� 01'0 i 1 �Qf J !( P.U.E. \ U� \ 10 �\ Coin A� �' I 64 !� o�:(��t, .� 1 ®.659 ac.\ . _.� , �, SECTION 7 �`' �' `_ , 0.611 ac. _ _ _ _ _--- THE ESTATES OF CASTLEGATE � 'P.U. 1t2 COMMON AREA 15' 31.094 ACRES NO.4 (0.225 ac.) `, -\ +� 0.607 ac. ; \ +, ____ _ =i'' E jl 1 i� ``' �' / t \\``___- - C 161.83' `' BLOCK 1, LOTS 1 THRU 17 '\ IVUVV UK I-UKIVLNLY PAULINE GRANT DiEBEL i 303.97 ACRES, VOL. 1934, PG. 15\7 NOT PLATTED \ZONED A-0 LINE 'TABLE LINE LENGTH BEARING L1 111.7P' N42-07'32"E L2 119.18' N69'06'40"W L3 128.30' N41'30'29"W L3A 116.93' N56'31'35W L3B 23.67' S30'33'14"W L3C 92.77,' S41'55'00"W L4 82.88' N28' 14'58"E L5 60.06' S67'09' 13'W L6 118.29' S18'35'44"W L7 86.14' N 17' 14' 13"E L8 76.24'' N07-49'30"W L9 69.69'' N28'14'58"E L10 19.34' N71'47'05"W L11 85.31'' N07'49'30"W L12 34.65'' N17'14'13"E L13 116.62' S18'35'44"W L14 67.43' S67'09' 13"W L15 34.42, S7959'54"E L16 98.47' NO2'27'35"W L17 116.13' N07'47'47"E L18 129.97' N13'13'05"E L19 47.46' S39'50'08'W 190 95.85' N32'31'47"E 121 89.63' N32'31'47"E IMINAA�K BLOCK 2, LOTS 1 THRU 7 ROBERT STEVENSON SURVEY , A-54 COLLEGE STATION, BRAZOS COUNTY, TEXAS SCALE: 1 "=80' FEBRUARY, 2004 REVISED MARCH, 2004 80 40 0 80 OWNER/DEVELOPER: ENGINEER: j` SCALE IN FEET Greens Prairie Investors, Ltd.' % by Greens Prairie Associates, LLC 4490 Castlegate Drive TE)(� ON PLAT College Station, TX 77845 SURVEYOR: General Contractors Dante Carlomagno, RPLS No. 1562 Ginger L. Urso, P.E. ! CARLOMAGNO Surveying, Inc. 1707 Graham Road 2714 Finfeather Road College Station, Texas 77845 Bryan TX 77801 (979) 690-7711 OR RECORDv,f (979) 775-2873 c m 0 9 -n m m k cmil 0 D I D n 0 -p m 0 0 0 o � m EA m n �z z z m o mcil m z z m 0 D 9b I o m 7J 0 o o C P �r -I z z m rn 0 Ln m m z z cn 0 D o0 c ::i m 0 o -C