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HomeMy WebLinkAboutDrawingsLEGEND: NOTES: - - - - - EXISTING EASEMENT VT7%-%7i PROPOSED EASEMENT 1) CURR T ZONING PROPOSED STREET R.O.W.S 4) CLIENT CONTACT INFORMATION: EASEMENTS REQUIRED EXISTING STREET R.O.W.S MR. TONY JONES 8) PHASE ONE AREA = 3743 100 -YEAR FLOODPLAIN BOUNDARY PHI -TON INVESTMENTS, L.P. EASEMENT SHALL BE ABANDONED AT THE END PROPOSED LOT LINES 1401 SEBESTA ROAD - - - - - - EX. CONTOUR LINES (MAJOR / MINOR) - - PROPOSED STORM SEWER - SS - ss - PROPOSED SANITARY SEWER v PROPOSED POTABLE WATER (979) 219-8669 mobile BOUNDS OF PROP. PHASE ONE 500 -YEAR FLOOD). BRANCH D OF SPRING CREEK [� -1 PROP. PARKLAND & COMMON AREAS r-- EXIST. EASEMENTS TO REMAIN S: SUBDIVISION BOUNDARY THOMAS E. GESSNER, P. -- SETBACK LINES, TYPICAL. CASTLEGATE (ZONED PDD - H) NOTES: NOTES: 7) DENSITY OF PHASE ONE = 59 LOTS / 37.43 Ac. NOTES: NOTES: i 1) CURR T ZONING AGRICULTURAL - OPEN 4) CLIENT CONTACT INFORMATION: EASEMENTS REQUIRED PROP SED ZON G: R-1 (SINGLE FAMILY MR. TONY JONES 8) PHASE ONE AREA = 3743 RESIDEN PHI -TON INVESTMENTS, L.P. EASEMENT SHALL BE ABANDONED AT THE END 9) ACCORDING TO ENTERPRISE PRODUCTS 1401 SEBESTA ROAD OPERATIONS / SEMINOLE GAS, THERE IS A 4" 2) ACCORDING TO FIRM 48041 CO205D DATED COLLEGE STATION, TEXAS 77845 FEBRUARY 9, 2000, THE MAJORITY OF THIS (979) 693-8669 EASEMENTS ALONG THE SUBJECT TRACTS PROERTY LIES. IN ZONE W (AREAS OUTSIDE OF (979) 219-8669 mobile ORDINANACE. 500 -YEAR FLOOD). BRANCH D OF SPRING CREEK �---- j INTRUDES INTO THE FUTURE PARK AREA IN 5) CONSULTING ENGINEEE S: FUTURE PHASE II; THIS REGION WITHIN THE PARK THOMAS E. GESSNER, P. . LIES IN FLOOD ZONE'AE' WITH A BASE FLOOD GESSNER ENGINEERING MODIFICATIONS DO NOT ALTER THE QUANTITY ELEVATION OF 313.00' 1712 SOUTHWEST PARKWAY, SUITE 105 U) COLLEGE STATION, TX 77 840 NOTE THAT NO RESIDENTIAL LOTS IN PHASE ONE (979) 680-8840 S 66002'01" W LIE WITHIN OR ADJACENT TO ANY RECORDED (979) 680-8841 fax THE COMMON BOUNDARY OF SWEETWATER FLOODPLAIN. FOREST AND THE SUBJECT PROPERTY. WATER USE: 5,900 GPD W/ 15,750 GPD PEAK; 3) OWNER CONTACT: 6) SURVEYOR: I..::' DIESEL FAMILY PARTNERS, LTD. GREGORY K. TAGGART, .P.L.S. 3113 TRIPLE CROWN COURT MUNICIPAL DEVELOPMENT GROUP DENTON, TEXAS 76210 2551 TEXAS AVENUE S., SUITE A 771/012 COLLEGE STATION, TX 77840 90.00 N 03003'40" W (979) 693-5359 Voice 0 (979)639-4243 fax 0 E-MAIL: mdgcstx@yahoo.c(Im CASTLEGATE (ZONED PDD - H) NOTES: NOTES: 7) DENSITY OF PHASE ONE = 59 LOTS / 37.43 Ac. 12. DEVELOPER SHALL PROVIDE TEMPORARY = APPROX.1.57 LOTS PER SQUARE ACRE BLANKET EASEMENTS FOR ALL UTILITIES IN EXCLUSIVE OF ROWS AND OTHER PUBLIC ALL PHASES OF CONSTRUCTION. ADDITIONAL AREAS.0 { 1 EASEMENTS REQUIRED ACRES. ABANDONMENT OF BLANKET EASEMENT SHALL 8) PHASE ONE AREA = 3743 BE PLATTED IN EACH PHASE AND BLANKET 94.64 EASEMENT SHALL BE ABANDONED AT THE END 9) ACCORDING TO ENTERPRISE PRODUCTS OF FINAL PHASE SIX CONSTRUCTION. OPERATIONS / SEMINOLE GAS, THERE IS A 4" LINE CARRYING A MAXIMUM OF 500 BARRELS 13. ALL EASEMENTS SHALL MEET•REQUIREMENTS OF LIQUID PROPANE A DAY IN THE 30' GAS OF THE MOST RECENT ISSUE OF THE CITY OF EASEMENTS ALONG THE SUBJECT TRACTS COLLEGE STATION UNIFIED DEVELOPMENT SOUTHEAST BOUNDARY PARALLEL TO ORDINANACE. GREENS PRAIRIE ROAD. ACCORDING TO A DEED �---- PROVIDED BY SAID ENTITY, PUBLIC UTILITIES 14. ESSNER ENGINEERING RESERVES THE RIGHT ARE ALLOWED WITHIN THE PIPELINE EASEMENT. O MODIFY THE PLANS AND DOCUMENTS PRIOR GAS ESMT TO SUBMISSION OF FINAL PLAT WITHOUT 10) ACCORDING TO CITGO PETROLEUM REAL RESUBMITTAL, PROVIDED THAT THESE ESTATE DIVISION, THERE IS A 10" REFINED MODIFICATIONS DO NOT ALTER THE QUANTITY PETROLEUM PIPE LOCATED IN THE 50' R.O.W. OF LOTS. THAT CROSSES THE NORTHERN CORNER OF U) THE SUBJECT TRACT. NO INFORMATION ABOUT 15. PHASE I AND it DRAINAGE IS PLANNED TO FLOW CAPACITY WAS PROVIDED BY SAID ENTITY. TO A PROPOSED DETENTION POND LOCATED S 66002'01" W NEAR THE UNNAMED EPHEMERAL CREEK AT 11) APPROXIMATE UTILITY DEMANDS FOR PHASE THE COMMON BOUNDARY OF SWEETWATER ONE ARE AS FOLLOWS: FOREST AND THE SUBJECT PROPERTY. WATER USE: 5,900 GPD W/ 15,750 GPD PEAK; C32 SAN. SEWER: 5,900 GPD W/ 15,750 GPD PEAK. I..::' ACCORDING TO THE MOST RECENT BRYAN - S 03003'40" E COLLEGE STATION UNIFIED GUIDELINES LOT 2 PROJECT LOCATION ar' OQO CASTLEGATE SUBDIV.�7li Q s s s O N t7 VICINITY MAP PHASE V111 (FUTURE) G PHASE IX (FUTURE) PHASE XI (FUTURE) PHASE V11 (FUTURE) UNDEVELOPED GREENS PRAIRIE INVESTORS, LTD. (ZONED A -O) I R. STEVENSON (ICL) SURVEY FOR WATER AND SANITARY SEWER DESIGN. B -CS DEVELOPMENT CO. ; TRACT 2.2 CAS E G A T E C R. STEVENSON (ICL) SURVEY 12.76 Ac. PROP 8" WA ER LINE CURRE UNDER DEVELOP TRACT 7 39051055 (PLATTED) I < NOTE S ZONINGARY 8 E 76.07 Ac. I. -m PROP. 12" WATER LINE -. _ - ( _ lOEED w;rE) O JOIN EXIST. 8" LINE NTL PLATTED) R 1RAND UNDARY ALSO T P ENT s " S'48° 03'-40" E _ FROM CASTLEGATE 69851042 $m FROM CITY MASTER PLAN ' S 48°03'40 E / / S 60.00 •. �^ ti I ' I / ( 1 ' ! ( 4166.62 ' 2641.02 ! \ i . _ N48.03.40'W 30'6,NDSCAPEB \ \ O DRAINAGE EASEMENT- \ `\ COMMQN LOT 5 �.OT 4 P.U.E., TYPI AL -OT LOT 6 LOT 7 LOT 6 R ( AREA "C" \ t F U T U R E, �; I I I WATERFORD DRIVE � s v°-y� r�' � LOT 3 LOT 5 LOT 4 PHASE Ix a - - (80' R.o.w.) - - b. L �. I � _ � ` - s _' • 23 LOT 6 _ 1 LOT 8 LOT 5 OT 8 LOT 5 \ MAC LINE sz ,� N 48° 03' 43"'W � •i'7 LOT 6 114.90Jo� �� \ `�''� �'• � r ;w tt ..,�' ?�J :I.,..�� ��, fir(-. w�..T. �, , �... \ 80.00 L4 \ \\� \ \ C5 / / 10U4 Gi�, t I OTE PRdk BIKE LOOP \/ / PROP. 8" SAN. S ER LOT 2 / ' 9T, - \• ALONG FUTURE VICTORIA \ \\ FF;OM CIN MASTERLAN C 1 C9 Q 2g i �v(v11 7 - I F STREET EXTENSION \, \ r ' , C \ 1 a t� ' 1 9 n°°i / / / ��.,,� ( UOT 9 ® I 4 ��T 4 LOT 9 29 c31 LOT 4 + \ co \ I \ rq° 13 LOT 1 W t P )POSED 20' 3 . t / \ / / - 19 N N F U TjU R E % �o �Sq LOT 8 k< © s , PALE, -TxelcAnL 1 / A /Ignm + �N PHASE X I ?S28 S,Q. LOT / t 1 / , POP. 8" SIJ. SEWER LINE . / \ �l / to < G7 \ / �� c£ 0 ROM CITY MASTER PLAN / / / \ J� LOT 10 LOT 3 LOT 10 LOT 3 s LOT 9 Z` " -� \ ° B w ppoJ7 ce\ LOT 2--r�it�s�ab�ov--- ° 03 oa-k, z 3 O � o A h r /"LOT 11 0 s LOT 2 LOT 11 w z s LOT 2 / p NOT c: TEMPORARY Tt�icNAROUND FOR 74° >p7 / z " w /t' SOLD WASTE PICKUP StIA•LL BE PROVIDE ?q�'SgBA' q� 19 LOT` 1_ O ° T s °3 _W Z ign nn f J fit/ AT L FUTURE STREET E, TENSIONS. S !: , J 4- ' S F �. PROP. GAS t ' PROPOS \ ��., ' �UNE,TYP. >� U y / i / ' / ` FUTURE LOT 12 W LOT 12 �\ �--�„ � i I w LOT 1 � LOT 1 / _J/ RIVER$f'ON:E PARK _ % ` 1 �'' _ t7 I J , `�j�lJ P H A S 5 I V `�\� 20 v) I Z 6 3 �~ ` \ "•r. \ `J N48 03 4°•YJ C21 m 25 95.00 28 I I .(13.00 AC). N c _ ( WATERFORD DRIVE _ PROP. 6° BRANCH WATER to N \ _ _ (80' R.O.W:)I LINE, TYPICAL U.N.O. �• / / / Uri ` PROP. 12" VVATERMNE . 1014 FT - 268 FT - s.. _az FOM CITY ASTER P %� \ i �v1 / 14 / N 48° 03' 40"W e . _. N 48° 03' 4 APPR X.LO f2�1710N U . 2 2 '-, IYY PROP. 4' CONC. / 351.89 SISEII 99.68 • / •_ \ '_ �- / � P OPOSE 2.50i'aC: _ �� _ _--� - - � \ � / 8 / I / / / V ENTION P ND / > WALK W/ 6' WIDE FUTURE S45° 42'31"E h {/ (, 0 9 Ac. COMMON I ?'• / ; • <:_ -_ t BUFFER, /�� �� /r N wy PHASE 11 50.04 _ J �o. sr� I � _i PROPOSED STGRM DISCHARGE FROMt� \ PHASES ONE TW �, 8 FIVE W/ HEADWAL! / o / _� / / N & ATTENUATORS AS PER CITY OF , \ / i' C1 I % ( /COLLEGE STATION S. ANDARDS ! \ --�� - qql�� i I I COCK 1. cob) \ IPROP. RM DISCHARGE % /% /' / \ \ \- " LOT 3ui FROMDriASES•SIXTHROUGH �.•- l/ r / / I' (:..�,:•.',:. ..cam \ Ij, TEN W/ HEADWALL & p ( W x :' '•':::' c ATTENUATO AS PER /' ." / `) �• < -- „/ ` g CITY COLLEGE / I STATIOKSTb RDS •� �'�- �. �0 60' ��� \ - I •' . ' LOT 4 -•-� _' off.; IC LTNq1 = l> LOT 5 lob w� % �'\_ z � ":1 GROSS CRE K _ I I w b �i / \ \�- / `\ � �� ' / -182 FT - DRIVE @i I ( S � / FUTURE \ _-._. ......, ,m -- ; ; "s. n� t Z / �' 'y i ~ PHASE X 35 S4%03' 40"E Tc S48° 03' 40"E•'-': j %7� 7 3 38 w �� 8:41 \ 48° /' " W 128.19':'. ; :.. •:::'�' 1p3 0 FUTURE PHASE 11 PHASE VI (FUTURE) -7 KEYMAP PROP. 20'P. TYPICAL LOT 7 LOT 6 II LOTI9 n + t t / > L LOT 10 556/347 = 0 0 Z o.+ -WHAT g $ LOT 11 [1371 PHASE X (FUTURE) PHASE V (FUTURE) PHASE 11 (FUTURE) PHASE VI PHASE 11 (FUTURE) (FUTURE) PHASE 111 (FUTURE) PROPOSED DETENTION PHASE IV (FUTURE) NOTE: BOUNDARY OF SUBJEI INTRUDE APPROX. 2T INTO G. : PRAIRIE ROAD RIGHT -OF WA o 39.27 90.00 S 03003'40" E LOT 5 www.gessnerengineering.com V LL NOT FOR I'. 25.00 0 0 94.64 N 00044'21" W DEVELOPED BY PHI -TON INVESTMENTS, L.P. ` W F G 0 �j N C27 C28 C29 25.00 25.00 25.00 3U H 3 •:::. • r LL �---- 0 `-SEMIt7013 C30 GAS ESMT ` L''' g 246.73 N 48003'40" W PREPARED BY:. Guesser En9ine°rin8 402/091 W 0 >Z ,D Z CL 0- U) Cl) o o 48.19 S 66002'01" W , To.Y, Sells 1 6 ,712 Southwest St OIL, 77848 college 6,e,i°°' A :� / 13 \ ' L5 • • .' .' ' .' •'' Issue Date: C32 25.00 I..::' 90.00 S 03003'40" E NOTE: BOUNDARY OF SUBJEI INTRUDE APPROX. 2T INTO G. : PRAIRIE ROAD RIGHT -OF WA 5 FT •- r. - t N 48° OT 1 LOT 2 LOT 3 LOT 4 LOT 5 o.o 03'40" 167.50 RELIMINARY RADIUS LENGTH: DELTA: CH. BEARING: CURVE: RADIUS: LENGTH: DELTA: CH. BEARING: CURVE FOR -RECORD C1 535.00 302.10 32.35 S 58006'57" W C34 25.00 39.27 90.00 N 86056'20"E ` 1 C2 615.00 341.23 31.79 N 58°23'51" E C35 225.00 112.72 28.70 S 33042'34" E - C3 25.00 39.02 89.44 S 87013'13" W C36 275.00 129.67 27.02 S 34033'09" E C4 25.00 39.52 90.56 S 0204647" E C37 25.00 39.27 90.00 N 03003'40" W - 05 535.00 .129.96 19.86 N 54°11'16" W C38 25.00 39.27 90.00 S 86056'20" W _ APPROX. 420' C6 615.00 359.20 33.46 N 31019'44" E C39 25.00 39.27 90.00 S 03003'40" E C7 25.00 38.56 88.36 N 29035'05" E C40 25.00 39.27 90.00 S 86056'20" W C8 25.00 40.94 93.82 N 61030'28" W C41 25.00 39.27 90.00 N 88056'20" E \ C9 25.00 22.74 52.13 S 04019'55" E C42 25.00 39.27 90.00 S 03003'40" E ����` C10 25.00 21.03 48.19 N 51°18'31" E C43 25.00 21.03 48.19 N 17050'38" E C11 50.00 241.19 276.38 N 1403548" W C44 50.00 241.19 276.38 N 48003'40" W C12 25.00 21.03 48.19 N 80030'06" W C45 25.00 21.03 48.19 S 66°02'01" W \ �� C13 25.00 39.27 90.00 S 30024'12" W \ \ C14 615.00 359.20 33.46 S 31019'44" E LINE TABLE " �- C15 25.00 39.27 90.00 S 5903548" E ;. . C16 25.00 21.03 48.19 N 51°18'31" E APPROX. LOCATION C17 50.00 241.19 276.38 N 1403548" E LINE: BEARING: LENGTH: PROPOSED 2.00 -AC - C16 DETENTION POND C18 25.00 21.03 48.19 N 80030'06" E L1 N 75024�12�� E 18.34 PRELIMINARY PLA „ L2 N752412 E 18.34 NOT FOR RECORD) \ \ \� � - \ C19 25.00 42.43 97.25 S 26046'51 W C20 535.00 244.82 26.22 S 34057'05" E o f _ C21 25.00 39.27 90.00 N 86056'20" E WATERFORD HEIGHTS \ �� PHASE ONE -� � �- � � •' ' •�' •: • :'•' :' - C22 25.00 21.03 48.19 N 17050'38" W C23 50.00 241.19 276.38 N 48°03'40" W 3 7.4 3 Acre Tract \ ' Robert Stevenson Leagu ,A-54 ry 24 25.00 2 1.03 48.19 S 66002'01"W CCollege Station, Texas o 0 0 0 C25 25.00 39.27 90.00 S 03003'40" E LOT 5 www.gessnerengineering.com PRELIMINARY NOT FOR I'. 25.00 41.30 94.64 N 00044'21" W DEVELOPED BY PHI -TON INVESTMENTS, L.P. N M 0 C27 C28 C29 25.00 25.00 25.00 37.69 39.27 21.03 86.39 90.00 48.19 LOT 4.:'. •:::. • • •:: - �---- I 1z `-SEMIt7013 C30 GAS ESMT ` L''' g 246.73 N 48003'40" W PREPARED BY:. Guesser En9ine°rin8 402/091 W 0 >Z ,D Z CL 0- U) LOT 3 25.00 21.03 48.19 S 66002'01" W , To.Y, Sells 1 6 ,712 Southwest St OIL, 77848 college 6,e,i°°' A / / 13 \ ' L5 • • .' .' ' .' •'' Issue Date: C32 25.00 I..::' 90.00 S 03003'40" E J. LOT 2 .E. ESM 1. - DAL C33 771/012 39.27 90.00 N 03003'40" W 0 0 0 1 hOT ■ ':: o 1 5 FT •- r. - t N 48° OT 1 LOT 2 LOT 3 LOT 4 LOT 5 o.o 03'40" 167.50 RELIMINARY RADIUS LENGTH: DELTA: CH. BEARING: CURVE: RADIUS: LENGTH: DELTA: CH. BEARING: CURVE FOR -RECORD C1 535.00 302.10 32.35 S 58006'57" W C34 25.00 39.27 90.00 N 86056'20"E ` 1 C2 615.00 341.23 31.79 N 58°23'51" E C35 225.00 112.72 28.70 S 33042'34" E - C3 25.00 39.02 89.44 S 87013'13" W C36 275.00 129.67 27.02 S 34033'09" E C4 25.00 39.52 90.56 S 0204647" E C37 25.00 39.27 90.00 N 03003'40" W - 05 535.00 .129.96 19.86 N 54°11'16" W C38 25.00 39.27 90.00 S 86056'20" W _ APPROX. 420' C6 615.00 359.20 33.46 N 31019'44" E C39 25.00 39.27 90.00 S 03003'40" E C7 25.00 38.56 88.36 N 29035'05" E C40 25.00 39.27 90.00 S 86056'20" W C8 25.00 40.94 93.82 N 61030'28" W C41 25.00 39.27 90.00 N 88056'20" E \ C9 25.00 22.74 52.13 S 04019'55" E C42 25.00 39.27 90.00 S 03003'40" E ����` C10 25.00 21.03 48.19 N 51°18'31" E C43 25.00 21.03 48.19 N 17050'38" E C11 50.00 241.19 276.38 N 1403548" W C44 50.00 241.19 276.38 N 48003'40" W C12 25.00 21.03 48.19 N 80030'06" W C45 25.00 21.03 48.19 S 66°02'01" W \ �� C13 25.00 39.27 90.00 S 30024'12" W \ \ C14 615.00 359.20 33.46 S 31019'44" E LINE TABLE " �- C15 25.00 39.27 90.00 S 5903548" E ;. . C16 25.00 21.03 48.19 N 51°18'31" E APPROX. LOCATION C17 50.00 241.19 276.38 N 1403548" E LINE: BEARING: LENGTH: PROPOSED 2.00 -AC - C16 DETENTION POND C18 25.00 21.03 48.19 N 80030'06" E L1 N 75024�12�� E 18.34 PRELIMINARY PLA „ L2 N752412 E 18.34 NOT FOR RECORD) \ \ \� � - \ C19 25.00 42.43 97.25 S 26046'51 W C20 535.00 244.82 26.22 S 34057'05" E o f _ C21 25.00 39.27 90.00 N 86056'20" E WATERFORD HEIGHTS \ �� PHASE ONE -� � �- � � •' ' •�' •: • :'•' :' - C22 25.00 21.03 48.19 N 17050'38" W C23 50.00 241.19 276.38 N 48°03'40" W 3 7.4 3 Acre Tract \ ' Robert Stevenson Leagu ,A-54 ry 24 25.00 2 1.03 48.19 S 66002'01"W CCollege Station, Texas o 0 0 0 C25 25.00 39.27 90.00 S 03003'40" E www.gessnerengineering.com PRELIMINARY NOT FOR C26 25.00 41.30 94.64 N 00044'21" W DEVELOPED BY PHI -TON INVESTMENTS, L.P. N M 0 C27 C28 C29 25.00 25.00 25.00 37.69 39.27 21.03 86.39 90.00 48.19 S 88044'39" W N 86056'20" E N 17050'38" E ,4°, SEBESTA ROAD COLLEGE STATION. TEXAS 77045 (979) 693-8669 SCALE:1'=100' NOVEMBER 2007 GRAPHIC S C A L E �---- I 1z W ry o_ C30 50.00 215.32 246.73 N 48003'40" W PREPARED BY:. Guesser En9ine°rin8 P HAS E I ®EVE LO P 11/I E NT W 0 >Z ,D Z CL 0- U) C31 25.00 21.03 48.19 S 66002'01" W , To.Y, Sells 1 6 ,712 Southwest St OIL, 77848 college 6,e,i°°' A / / 13 \ ' L5 • • .' .' ' .' •'' Issue Date: C32 25.00 39.27 90.00 S 03003'40" E 87x88 (976) 680-6840 � (879)860-8641 ax Drawn By: - DAL C33 25.00 39.27 90.00 N 03003'40" W 0 0 0 235' ADJ. RT. UNDEVELOPED (ZONED A -O) JERRY 8 PATRICIA WINDHAM BLEDSOE 8, WM. CLARK SURVE` TRACT 1 229.26 Ac. 3820 / 014 (UNPLATTED) .010A COMMON AREA "A ,010 Ac. COMMON REA "B' 235' ADJ. 300' OPP. RT. WALK W/ ,. TYP. WOODLAKE UBDIVISION (PLATTED) Gea"&&ner Engineering 1712 Southwest Pky, Ste 105 ion, Texas 77840 College StatCL P.O. Box 10763, 77842-0763 979.680.8840 (Phone) 979.680.8841 (Fax) www.gessnerengineering.com PRELIMINARY NOT FOR RECORD W W 0 V! W Cn � W W~QI- z__0'__ W ry o_ z 2 W O U) W 0 >Z Q I- Z CL 0- U) UJ U) �ozW (.9 W � W W �-- _ W t� .1 O 0 0 Issue Date: 12/10/07 .Project Number: 07-0302 Drawn By: DAL Checked By: TEG Revision: 0 0 0 PH. I PRELIM. PLAT ■ Sheet: 1 of 1