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HomeMy WebLinkAboutDrawings— 4W–"4WI1----- 4W 4W 4W 40 Mer/em �'nt Court .� 50'1 R. 0. W. -3: 00 Vo% 96 , Pg. 106 S--6S-66S _ 6S 65 6S — 6S 6S— 6 it I i I i I I � I I I r I� I � I � I I l Edelweiss Gartens, Phase 13 Vol. 9676, Pg. 106 (Zoned R-1) (Platted) i / I 1 � i 4W / 41 ___� 4W 4W Ca i I 3 IY rmont Court / 50' R. 0. W. 1 JJ Vol. 9676, Pg. x'06 / — I 00 6SI — 6S _ _ 6S — i Edelweiss Gartens, Phase 13 vol. 9676, Pg. 106 aka ii (Zoned R-1) - (Platted) SW� 8Wr.. _ / Lambermont Drive I w / 50' R. 0. W. / vol. 9676, Pg. 106 �(n 6S Edelweiss Gartens, Phos ''� 13 , ' ; Vol. 9676, (Zoned R-1) x – (Plotted) F„ i — �--{ -- -- D h ' Edelweiss Gartens, Phase 11 \ I vol. 8730, Pg. 136 + (Zoned R-1) I S6 0 4, I i 2825.5#132 ' OD Mon' l /ncourt Lorne `- — 50' R.O.W. I / VO/ 8730, Pg. 136 I �, (Not Platted) GRADING' A ND EROSION CONTROL PLAN �n %#EFE L. ROBERTSON e ' ei '0 --*t .-94745...... GENERAL EROSION CONTROLNOES 1. It is the responsibility of the Contractor to prepare and maintain a Storm.**CE • -� Water Pollution Prevention Planin accordance with the Bryan College Station ONAL I Unified Stormwater Design Guidelines and EPA requirements for. storm water ��►`• ;a discharges associated with construction activity under General Permit, USACE 33 CFR, & Section 404 of the Clean Water Act, & Texas Pollutant Discharge I / Elimination System (TPDES) Genieral Permit No. TXR150000 as administered by I the Texas Commission on Environmental Quality (TCEQ). ISSU OR BIDDING 2. The Contractor shall not allow sediment to leave the work area or enter any AND CONSTRUCTION adjoining channels. Additional measures to those shown on this plan and described in these notes may be required to prevent sediment from leaving the work area. The contractor shall be responsible for clean–up and restoration to original condition, including establishment or re–vegetation of I any lands or channels affected should construction sediment be found outside O -- -- N X i �of limits of construction work. m 3. All disturbed areas are to have establishment of grass as outlined below. z Contractor is responsible for watering, maintenance and establishment of grass for a period of 90 days beyond project acceptance. Contractor to guarantee all planted material growth and coverage for a period of 6 months. Growth N and coverage shall be defined as. 100% of the planted area with uniform m m m I I coverage of grass greater than 1" in height with no bare spots greater than z W W o / 2 square feet. A Second application of fibermulch is required for bare spots 3 Z Y N / J / not meeting coverage requirement within 60 days of initial application. Areas w o adjacent to the building and w#thin the development to receive block I— sodding U.1 = — U U o — a and/or landscaping are not included in this requirement. r i 4. Contractor is to maintain erosion control throughout duration of the project such that all work areas are to plan grades once vegetation is established. Insure sediment is not transported downstream from project via hay bales or I silt fence installation. If erosion is observed in the field, additional erosion F controls shall be installed. ! \ , 5. Silt, fencing is to be installed Per detail. In lieu of silt fencing, contractor in I mayuse, straw bale barriers or continuous extruded fabric berm filled with 3/4" gravel upon approval of the engineer. Sediment to be cleaned from silt z 1 I fencing or other sediment control devices when depth of sediment reaches I ±1/3 total height of device. Contractor is to insure erosion control devices are consistently installed and properly maintained. I _ NOI & NOT INFORMATION; The site is approximately 7.9 acres and is located near the corner of the ' i 7 intersection of Barron Road and Fieldstone Place in College Station, Texas. — ! The site is located at North Latitude 30'33'27" and West Longitude 96'17'32". ` + I The site activity will consist of the construction of streets and utility lines for 1 i y a single family residential development. The only source of pollution is the I i erosion of exposed soil. Storm( water from the site flow into Spring Creek, W I thence to Carters Creek and eventually the Navasota River. The Contractor is + responsible for containing all sediment on–site by utilizing siltation control devices, washdown areas, or seeding and sodding applications. It is the II I + responsibility of the Contractor to utilize whatever techniques that are ' I necessary to prevent erosion from this construction. I Sonoma, Phase 1 Vol 8305, Pg. 233 + 3 I 1 (Zoned R-1) + it ( (Platted) �J �I . I Vo co i Z o Co co m Z z Cf) 'd 01) N 1IJ_W— I —w— w'� —w-- — —vr ; - - W W co Z > 6 O N Ex. F. H. I �e/dstone P/oce _ M R. 0. W. Width Varies O � � � N 0) I i Vol 8305, Pg. 233 co v) oOZLL 0 X W ~ �. �-14 Z2) \ W W m X � W CL) -v H I I �Z� °ocn- °' C-4 2R\ c C a] 3 \ v Z rn o o i II i LLJ IS 6 PaS 6S, ,... S 6S c ' I Sonoma, Phase 1 z C 35 Vol. 8305, Pg. 233 O co I O I (Zoned R-1) Q (Platted)ry a) .III. I Z III I I 0I \ I I i- 0 U o O� - CDL SHEET NO. 14-1`11 Dq 11-1 0*05 � I A ND EROSION CONTROL PLAN �n %#EFE L. ROBERTSON e ' ei '0 --*t .-94745...... GENERAL EROSION CONTROLNOES 1. It is the responsibility of the Contractor to prepare and maintain a Storm.**CE • -� Water Pollution Prevention Planin accordance with the Bryan College Station ONAL I Unified Stormwater Design Guidelines and EPA requirements for. storm water ��►`• ;a discharges associated with construction activity under General Permit, USACE 33 CFR, & Section 404 of the Clean Water Act, & Texas Pollutant Discharge I / Elimination System (TPDES) Genieral Permit No. TXR150000 as administered by I the Texas Commission on Environmental Quality (TCEQ). ISSU OR BIDDING 2. The Contractor shall not allow sediment to leave the work area or enter any AND CONSTRUCTION adjoining channels. Additional measures to those shown on this plan and described in these notes may be required to prevent sediment from leaving the work area. The contractor shall be responsible for clean–up and restoration to original condition, including establishment or re–vegetation of I any lands or channels affected should construction sediment be found outside O -- -- N X i �of limits of construction work. m 3. All disturbed areas are to have establishment of grass as outlined below. z Contractor is responsible for watering, maintenance and establishment of grass for a period of 90 days beyond project acceptance. Contractor to guarantee all planted material growth and coverage for a period of 6 months. Growth N and coverage shall be defined as. 100% of the planted area with uniform m m m I I coverage of grass greater than 1" in height with no bare spots greater than z W W o / 2 square feet. A Second application of fibermulch is required for bare spots 3 Z Y N / J / not meeting coverage requirement within 60 days of initial application. Areas w o adjacent to the building and w#thin the development to receive block I— sodding U.1 = — U U o — a and/or landscaping are not included in this requirement. r i 4. Contractor is to maintain erosion control throughout duration of the project such that all work areas are to plan grades once vegetation is established. Insure sediment is not transported downstream from project via hay bales or I silt fence installation. If erosion is observed in the field, additional erosion F controls shall be installed. ! \ , 5. Silt, fencing is to be installed Per detail. In lieu of silt fencing, contractor in I mayuse, straw bale barriers or continuous extruded fabric berm filled with 3/4" gravel upon approval of the engineer. Sediment to be cleaned from silt z 1 I fencing or other sediment control devices when depth of sediment reaches I ±1/3 total height of device. Contractor is to insure erosion control devices are consistently installed and properly maintained. I _ NOI & NOT INFORMATION; The site is approximately 7.9 acres and is located near the corner of the ' i 7 intersection of Barron Road and Fieldstone Place in College Station, Texas. — ! The site is located at North Latitude 30'33'27" and West Longitude 96'17'32". ` + I The site activity will consist of the construction of streets and utility lines for 1 i y a single family residential development. The only source of pollution is the I i erosion of exposed soil. Storm( water from the site flow into Spring Creek, W I thence to Carters Creek and eventually the Navasota River. The Contractor is + responsible for containing all sediment on–site by utilizing siltation control devices, washdown areas, or seeding and sodding applications. It is the II I + responsibility of the Contractor to utilize whatever techniques that are ' I necessary to prevent erosion from this construction. I Sonoma, Phase 1 Vol 8305, Pg. 233 + 3 I 1 (Zoned R-1) + it ( (Platted) �J �I . I Vo co i Z o Co co m Z z Cf) 'd 01) N 1IJ_W— I —w— w'� —w-- — —vr ; - - W W co Z > 6 O N Ex. F. H. I �e/dstone P/oce _ M R. 0. W. Width Varies O � � � N 0) I i Vol 8305, Pg. 233 co v) oOZLL 0 X W ~ �. �-14 Z2) \ W W m X � W CL) -v H I I �Z� °ocn- °' C-4 2R\ c C a] 3 \ v Z rn o o i II i LLJ IS 6 PaS 6S, ,... S 6S c ' I Sonoma, Phase 1 z C 35 Vol. 8305, Pg. 233 O co I O I (Zoned R-1) Q (Platted)ry a) .III. I Z III I I 0I \ I I i- 0 U o O� - CDL SHEET NO. 14-1`11 Dq 11-1 0*05 V) V) } tst C* .� C) CAD • , • CINDER r BLOCK FILTER FABRIC NOT TO SAND BAG COVER DRAIN INLET pQ4Qi '• t'r''!ibF 1 D ii 1� p r f 1 ROGKSIZE `:i ' •r.an, Ctq'� i `� i 314"TO1-1l2'i • • , • , y'.,{:1,V''• i FS F. �•.,. ,. ♦/ =4'T.•.=i'J}7Y :11SR11. • '.. - ::LE"i; 1 7C } � I'!:4?:%' i{-' � „ j (I x � %�, �. - ♦ �' t d" � _ (/�i/�Ayi �' I ... I �' sit= ici � •, @" _ .i : � . {•h: � ♦ -1!'R� ;.,' :_:: •r:L�.:x?:;t;} eic.,�a°�(�;� a � � FILTER x{ k + FABRIC r•x "'11; '.: R F HAY BALES -= ;_ .. t, • .�. � � Ix'?i1�' � ' =`�_= � 1 �! r!tI // x ♦ SAND BAG '4ie si' I t;;� ' ✓i! f': • NOTE,- • ':ifGi!il!;Il '�4h718 Ui}n i ;:r� } / =s, dW1 J / r^ • .. ,- 'i :: S.i:Fr: ': _ i:(,1 (, ,�!!h � C�.•J'L. i:f {xS',l„i a x•,t'i �� I , TEMPORARY DEVICES AROUND STORMS DRAINS ARE USED TO DETAIN _IS,,,F.- ;�a.:.F,.:• �f�% /� / ,� �. r,,,� j ANplDR FILTER SEDIMENT -LADEN RUNOFF. THE PROTECTION ALLOWS pI, TO MAINTAIN ✓ / '� SEDIMENT TO SETTLE PRIOR TO DtSOHARGE INTO A STORM DRAIN INLET . OR CATCH BASIN. � ! : RESISTANT AND MUST NOT DEGRADE DUE TO j RALI SAND SAGS SHALL 8E UV RES O G SAND BAGS SHALL BE REPLACED UPON FIRST SIGN OF DETERIORATION, . STC TJ N INLET 1'ROTEC'Z'IO I • Fly SlVPPl-00 NOTE: *MINIMUM 12' SHALL BE FULL HAY FILTBALES ARE USED TO DETAIN ANp�OR WIDTH OF SITE ENTRANCE W r°I to E ER SEalMENT•LADEN RUN PROTECTION ALLOWS SED#ME '\ti SETTLE PRIOR TO D#SOHARGE INTO AA �: STORM DRAIN INLET OR CATCH BA61N. „� EgSPRY" IN. DEPTHS STONE 'kVARIES EG pBT14 V440 3' TO 6" tAMETER) bVER aa' yo.. as say to 1 �'`'• W TH SAME SQUARE d AGE OUT w }�• �,• _A 0 METAL T -POST REQ'D TO MAINTAIN EXISTING ISTREET U BALE �% !i+%�. ! /�j� # } f _� ADDITIONAL • .. „`�•^� � 011 MI DRESS WITH • HAY #} / STONE AS NEED D STONE % ~ TO PREVENT DO STRUCTION TRAFFIC FROM TRACKING III {It MUD ONTO ADJAOENT PUBLIC In III . G OT XTI STREETS, to I0 Fli'BRIG RoszoN CONTROL C�Lor� cs' �'z.Ira 8 SGRADE NG'DITCH NA �1 SWPP1-01 CONSTRUCTION EXIT SILT CONTROL 211x4" WIRE MESH 1 p FASTENED TO T -POST S YY �xT PPt-OG FASTESEDIMNED CONTROL FABRIC GL' NERAL NOTES: ES: CITY OF BRYAN FASTENED SECURELY T O T -POST & WIRE MESH ( 771e isurld Life '1'exrsSSl��le." qq aa METAL T -POST AS &" OF FILTER FABRIO TO EXTEND HLVE BEENWBAREp EXISTING I�NI8MAI.L 8E ApE COVER, REQ'D TO MAINTAIN INTO A TRENOH AND BE ANCHOREp p q q SPACED W APART WITH COMPAOTEp BACKFILL BLOCK RODDED OR}�YDROMULCHED AND WATERED UNTIL GROWTH IS EB ABLISHEpp IN DEVELOPED AREAS WHERE GRASS ALLOW 2.13' TO W AT TOE OF IS PRESENT BLOCK SO l7 WILL BE REQUIRED. BARED AREAS SILT FENCE ANWOR SLOPE FOR SEDIMENT TO SMALL BE S E0E0 OR SODDED WITHIN 14 CALENDAR DAYS OF USER ALESIN TO s ACCUMULATE. ALGN FENCE LAST pISTURBANCE, ALONG SLOPE CONTOURS. DRAINAGE FLOW / �' /�APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED / iDURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY NATURAL GRQUND DIRECTtC114 qt: FLOW CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEUTABLE j ..N• n V ETCOMPLET@AND THEN REMQVED 8IY CONTARACTOR NSTR OTtDN iS i 4 „• . 1/ ALL EROSION CONTROL ( EASURES SHOULD 8E GLEANED OF SILT AFTER EVERY RAIN, 4"X4"MIN. TRENCH 4" DRAWNDY- C.L.M. 20" DATE: 08-01-12 SCALE- N T S SILT FENCE ASSEMBLY APPROVED- W. P. K. SHEET 1 OF 1 Mer/emont court 50' R.O.W. I I � I I I c u u I I I O I e13 II � 106 J -I - I lg6o d) (Z(PIuEelip• at eh 1 0 I I I tI - R I I I i of 0 Noirmont Orrve to i 50' R. 0. W In 813.1 �I 1�5' Pn p6 I I •� I - 1 6 deli V°� lot, °ted) I '� N E ((PI I �b o I � of 1 �) (0i Lombermont Drive o 50' R.O.W. td -- --- O I N 4, 504 age rtn�w` ne SP°(as 6y� Ge Z J°I. a P,0) �'� lot C% r, - --Inn as e+ ionn+�n+► c zsn :n+ CURVE TABLE CURVE DELTA RADIUS LENGTH TANGENT CHORD BRG. CHORD DIST. C1 90'46'54" 25.00' 39.61' 25.34' N 2'50'39" W 35.60' C2 90'05'16" 25.00' 39.31' 25.04' S 86'43'15" W 35.38' C8 90'00'00" 25.00' 39.27' 25.00' N 86'40'36" E 35.36' C9 90'00'02" 25.00' 39.27' 25.00' N 86'45'54" E 35.36' I✓bri.Ae"v �wYvVN JAI LINE TABLE LINE BEARING DISTANCE L1 S 53'19'24" E 40.84' L2 S 58' 19'24" E 36.20' L3 N 82'06'42" E 20.74' Avenue Reatto Site Not to Scale I c°off F.o�o�l 5 Do �`Ar 4`15°•`e i; i j ylestminster Vicinity Map FIELD NOTES a� rGR GENERAL SURVEYOR NOTES: ORIGIN OF BEARING SYSTEM: Monuments found and the record v bearing (S 45'01'30" E) along the northeast line of the 103.916 Beingl all that certain tract or parcel of land lying and being situated in the ROBERT acre Homewood, LLC tract recorded in Volume 8938, Page 97 /� STEVENSON SURVEY, Abstract No. 54 in College Station, Brazos County, Texas and bei g of the Official Records of Brazos County, Texas (O.R.B.C.) was ' a po ion of the 65.369 acre tract described in the deed from W. Barton Munr�, used as the BASIS OF BEARINGS shown on this plat. ;;7 ' 3Z Trustee and John Lampo, Trustee to Edelweiss Gartens Venture recorded in Volu e 2. According to the Flood Insurance Rate Maps nty, 5327 Page 118 of the Official Records of Brazos County, Texas (O.R.B.C.) and a Texas and Incorporated Areas, Map Numbe 48041 CO�aaS�pe-.iol Map portio , of the 5.855 acre Reserve Tract of EDELWEISS GARTENS, PHASE EIG T Revised May 16, 2012, this property is not._ c n Subdivision as recorded in Volume 6992, Page 250 (O.R.B.C.) and being mot ;e antic larl described b metes and bounds as follows: Flood Hazard Area. P � Y Y 3. The building setback requirements are established by the City of College Station Code of Ordinances. BEGINNING: at a found 1/2 -inch iron rod marking the south corner of this tract, t e 4. Unless otherwise indicated, all distances shown along curves are east corner of EDELWEISS GARTENS, PHASE ELEVEN as recorded in Volume 8730, Pace arc distances. 136 iO.R.B.C.), the northeast corner of Hofburg Drive (based on a 60 -foot width) and 5. ZONING: PD -H being; in the northwest line of the called 4.523 acre Steven & Sharon Brock tract c6i 6. Proposed Land Use: Single Family ResidentiL(37 Lots) des& bed in Volume 6686, Page 70 (O.R.B.C.); 7. Right-of-way Acreage: 1.74 Ac. 8. Common Area shall be owned & maintaomeowner's THEN E: N 51' 11' 22" W along the northeast line of said EDELWEISS GARTENS, PHASE Association. ELEVEN for a distance of 494.46 feet to a found 1/2 -inch iron rod marking the sou h, 9. Unless otherwise indicated 1/2" Iron Rods are set at all corne, of Lot 8, Block 22 EDELWEISS GARTENS, PHASE TEN as recorded in Volume corners. 8377, Page 56 (O.R.B.C.); O - 1/2" Iron Rod Found THENCE: along the southeast line of said EDELWEISS GARTENS, PHASE TEN for the O - 3/4" Iron Pipe Found follow#ng seven (7) calls: O - 3/4" Iron Pipe Set 1) N 38' 48' 38" E for a distance of 116.60 feet to a found 1/2 -inch iron rod 11. Abbreviations: ( for corner, ---- (. A_,.� r0!7!!T?iCl__AS�a. _�---..-- -._ __>.: _ w., '� ' -7 -" -for_._ - .: t -n Z F sat - - --- - - --- " ..,,-�: �!,s.on..e, cry-_1�2,-.�... -ta -a #ound-.1 2 -inch iron- rc -_-. P.U.E. - Public Utility Easement T for corner, N 38 48 38 E for a distance of 50.00 feet to a found 1/2 -inch iron rod p i tiaY+ 4 h for corner, 4) S 51' 11' 22" E for a distance of 98.00 feet to a found 1/2 -inch iron rod 5for corner, ) N 38' 48 38" E for a distance of 216.28 feet to a found 3/4 -inch iron pipe for the Point of Curvature of a curve to the left, CERTIFICATE OF THE COUNTY CLERK 6) 241.94 feet along the arc of said curve having a central angle of 03' 46�,' 34", a radius of 3623.00 feet, a tangent of 121.01 feet and a long chor STATE OF TEXAS bearing N 36' 53' 51" E at a distance of 241.89 feet to a found 3/4-inc iron pipe for corner and COUNTY OF BRAZOS 7) N 35' 09' 20" E for a distance of 56.14 feet to a found 1/2 -inch iron ro marking the common most easterly corner of Lot 17, Block 19 of sai I, Karen McQueen, County Clerk, in and for said County, do hereby certify EDELWEISS GARTENS, PHASE TEN and Lot 16, Block 19 EDELWEISS GARTEN that this plat together with its certificates of authentication was filed for PHASE EIGHT as recorded in Volume 6992, Page 250 (O.R.B.C.); record in my office the day of 20 in the Official Records of Brazos County, Texas in Volume . Paga THENCE: N 3401' 23 E along the southeast line of said EDELWEISS GARTENS, PHASE EIGHT for a distance of 100.88 feet to a found 1/2 -inch iron rod marking the west corne of Lot 3A according to the Amending Plat of BALD PRAIRIE SUBDIVISION recorde! Witness my hand and official Seal, at my office in Bryan, Texas.in Volume 6749, Page 26 (O.R.B.C.), said iron rod also marking the most northers' corner; of the said 5.855 acre tract; i County Clerk THENCE: S 47' 11' 54" E along the common line of said Lot 3A and the said 5.855 Brazos County, Texas acre vract for a distance of 480.33 feet to a found 1/2 -inch iron rod marking th east corner of the said 5.855 acre tract, the south corner of Lot 2, BALD PRAIRI SUBDI'ISION as recorded in Volume 321, Page 571 of the Brazos County Dee Recor ds (B.C.D.R.), said iron rod also being in the northwest line of a called 4.9 acre oore tract as described in Volume 3662, Page 37 (O.R.B.C.) Iry To IJ // 17 - v.7o.Do; Point of Beginning 9ever's I I ,,,,CERTIFICATE OF SURVEYOR AND/OR ENGINEER THEN E: S 44 49' 42" W along the southeast line of the said 5.855 acre tract for , g g San L• I g� Su t I STATE OF TEXAS distan t e of 533.33 feet to a found 1/2 -inch iron rod marking the south corner of th , Ca fes a Tr°c 1 said .855 acre tract; I Chafes R• 5 Xie A 0) I i COUNTY OF BRAZOS ����� -Lane Vol. 33' ' d ( I I Kevin R. McClure Registered Pr THENCE: S 44' 50' 50" W along the southeast line of the said 65.369 acre tract for ( la , g Professional Land Surveyor -,Vo. 5650, in 9 Z tte) 50' R.O.W. I (Nat P _ I I the State of Texas, hereby certify that this plot is true andcorrectand was land, ore or less. re ared from an actual surveyo distance of 218.57 feet to the POINT OF BEGINNING and containing 7.855 acres o, I ( ( I and monuments were laced uner of supervision ondtheatr property markers i P Y P 9 _ CERTIFICATE OF OWNERSHIP AND DEDICATION - .STATE _ OF TEXA.S Kevin R. McClure, R.P.L.S. No. 5650 COUNTY OF BRAZOS I / STATE OF TEXAS VV I (we), owner(s) and /CERTIFICATE OF PLANNING AND ZONING COMMISSION developer(s) of the land shown on this plat, and designated herein as the i VCOUNTY OF BRAZOS LOT/BLOCK SUBDMSION N6ME Subdivision to the City of College Station, Chairman of the Planning and Texas, and whose name(s) is/are subscribed hereto, hereby dedicate to the Zoning Commission of the City of College Station, hereby certify that the Before me. the undersigned authority, on this day personally appeared -CERTIFICATE OF CITY ENGINEER 1771VA use of thepublic forever, all streets, alleys, parks, greenways, infrastructure, attached plat was duly app2o0ved by the Commission on the day of known to me to be the person(s) whose D Teasements, and public places thereon shown for the purpose and name(s) is/are subscribed to the foregoing instrument, and acknowledged to I, City Encineer of the L l .LJA consideration therein expressed. All such dedications shall be in fee simple me that he/they executed the same for the purpose and consideration City of College Station, Texas, hereby certify that this Suldivision Plat unless expressly provided otherwise. therein stated. conforms to the requirements of the Subdivision Regulations of the City of College Station. II Chairman Given under my hand and seal on this day of 20 BAR-RON CRZS Owner(s) City Engineer T T R � City of College Station S �./ .L..J VISIO-L T Notary Public, Brazos bounty, Texas CERTIFICATE OF GREENWAY DEDICATION `6c1 � • 89 /Cres STATE OF TEXAS � __,..g i COUNTY OF BRAZOS i A CERTIFICATE OF APPFOVAL CERTIFICATE OF CITY PLANNER �I OTS 7, BL OCK l LOTS -15 BLOCK 2 I (we), owner(s) and CERTIFICATE OF NO ACTION TAKEN This subdivision plat was duly approved by the Commissioners Court of 1 City Planner of the City of Colloge Station, e developer(s) of the land shown on this plat, and designated herein as the v Brazos County, Texas, as the Final Plat of such subdivision on the _ day Texas, hereby certify that this Subdivision Plat conforms to the requirementsLOTS -6 BL OCK 3 LOT/BLOCK SUBDIVISION NAME Subdivision to the City of College Station, I, Chairman of the Planning and of _ 20 of the Subdivision Regulations of the City of College Station. Texas, and whose names) is/are subscribed hereto, hereby dedicate in fee Zoning Commission, hereby certify that the plat was filed with the Planning ROBERT STEVENSON LEAGUE A-54 simple to the use of the public forever all greenways thereon shown for the and Development Services Department on the day of Signed this the day of 20-.OLLEGE STA TION COUNTY TEX purpose and consideration therein expressed. 20 , and that the Planning and Zoning City Planner Commission failed to act on the plat within 30 days after the plat was filed. City of College Station County Judge Owners Chairman Brazos County, Texas Owner and Developer: PBox 9517 lake Cothey c ure rowne Engineering/Surveyirg, Inc. . 1008 Woodcreek Dr., Suite 103 C ,liege Station, TX 77845 College Station, Texas 77845 14 �I (9 9) 255-7064 (979) 693-3838 10860001-fp.dw9 10.30 (i . (�� Merlemont Court 50' R.O.W. I I S 46009,10" E 290.51 S 48009'10" E 339.32 ----------�\ 115.77' I 50.07 115.72' ' i I 1 i 1 1 I i----------- 10' P.U.E. (12062/99) -------------- i tqtoI _ J CURVE TABLE CURVE DELTA RADIUS LENGTH TANGENT CHORD BRG. CHORD DIST. C1 90'46'54" 25.00' 39.61' 25.34' N 2'50'39" W 35.60' C2 90`05'16" 25.00' 39.31' 25.04' S 8643'15" W 35.38' C8 90`00'00" 25.00' 39.27' 25.00' N 86'40'36" E 35.36' C9 90`00'02" 25.00' 1 39.27' 25:00' N 8645'54" E 35.36' LINE TABLE LINE BEARING DISTANCE L1 S 53'19'24" E 40.84' L2 S 58' 19'24" E 36.20' L3 1 N 82'06'42" E 20.74' Victoria Avenue -- Renee Lane c Not to Scale o� ai q �00a�000 t: I I �1 Lot 20 I MI Lot 10 i I� 1 _ ---------------------- - CFJ m Site i I `cel 0.16 Ac. 1 01 0.16 Ac l o. 1------ , 1 1 1 20 P.U.E. (12062/99) - - - - - - - - - - -- S 48'19'24" E - 115. 4' l'o --- �_----- -I I N 4 l �----- o I I I I 4'50 46 W - 115.59' �`o� of I ► I i I\\\ \\ I D ,t,.0" C; f Lot 19 t o 01 Lot 9 I I 1 \ I 8 13 I col 0.1s Ac. i0 01 a16 Ac I I 1 \� \\ 1 5 I I 1 \ -- I- r�en5'g n1Qe J I 1 N 44'50'48" W- 115.57' 1 1 S 48'19'24" E- 115.4' 1 I IN, \ eP edi) - \ 20, A \ \ 1 Ede �o 1011(Plat 10 I 1 ( I I N i Mol to :ol I l �o \ \ to F. \ 1 I c o f Lot 8 I 1 \ �i I cp Lot 18 \ 6 \ 1 westmfnster I I 1 a 16 Ac. I co col a 16 Ac I i � °` \ 2/99) \ �Uj I, W " I I I IN, 1 aIM i I I 1 N 44 50 46 W �- 115.55' S 48' 19'24" E- 115.74' I 1 \ \ .120 lW I l /pit,/ Map i w Lot 11 \ V/ c l /� I ala =10 0 T 0010- 1 I 2.6,3 Ac o Lot 17 0- o N. Lot 7 I I / I I I 0.16 Ac. b10 W colo a17Ac. i rn 1 1 N 44'50'46" W i I I Scaler 1"=50' . - 115.53' W S 48' 19 24 E - 115.74 I co 1 -�-------L---- 1 x 3 NI 01 I o !n . o f 10 t ;0 0 I I I ? 1 I GENERAL SURVEYOR NOTES: NO//irlOnt i�/TVe Lot 16 I 1 l 0:1 1 1. ORIGIN OF BEARING SYSTEM: Monuments .found and the record 50' R.O.W. co I a 16 Ac. o lot 6 i FIELD NOTES 1 I co Z fn col a 17 Ac. i qJ11- 4') i 1 bearing (S 45'01'30" E) along the northeast line of the 103.916 1 i acre Homewood, LLC tract recorded in Volume 8938, Page 97 N 44'50'46" W - 115.51' I of the Official Records of Brazos County, Texas (O.R.B.C.) was S 48'19'24" E - 115.7"� used as the BASIS OF BEARINGS shown on this plat. Being all that ertain tract or parcel of land lying and being situated in the ROBERT STEVENSON SURVEY, Abstract No. 54 in College Station, Brazos County, Texas and being �t• I p2. According to the Flood Insurance Rate Maps for Brazos County, ,u? i I G2 a portion of the 65.369 acre tract described in the deed from W. Barton Munro, L1 �O Texas and Incorporated Areas, Map Number 48041 C0325E, Ma Trustee to Edelweiss Gartens Venture recorded in Volume 131 I i S 48'14'07" E - 102.03' Revised Mo 16, 2012, this ro ert is not located in a S ecial Trustee and John Lampo,6;LOt 15 10 1 _10 • P,U.E. (12062/99)' _ V iv Y P P Y P 5327, Pae 1 8 of the Official Records of Brazos Count , Texas O.R.B.C. and a 1 oFlood Hazard Area. 9 Y ( )eng, 10 •_ - a 16 Ac I _ ILOt 5 - - S 48 14 07 E - 145.84 _ _ _ _ _ _ _ � 3 3. The building setback requirements are established by the City of portion of th ; ' 5.855 acre Reserve Tract of EDELWEISS GARTENS, PHASE EIGHT - - - - - Go�6, �1) I 0 I cD I 0.18 Ac. L_ N 10' P.U.E. o • College Station Code of Ordinances. Subdivision as recorded in Volume 6992, Page 250 (O.R.B.C.) and being more e1g5 g61'a R d� O `n1 N 44'50'46" W _ '°, - - - - - - - - - - - 4. Unless otherwise indicated, all distances shown along curves are particularly described by metes and bounds as follows: 115.50 „ arc distances. Eae'q'q0l• (Zo�ttei-N 48'1407 W - 115.32 c, 5. ZONING: PD -H _ BEGINNING: ata found 1/2 -inch iron rod marking the south corner of this tract, the S 48'1924" E 130.97' w 1 1 G 100.50' 14.82' 6. Proposed Lond Use: Single Family Residential 37 ots) east corner of EDELWEISS GARTENS, PHASE ELEVEN as recorded in Volume 8730, Page o I I 1 n 1 °° - - - - 7. Right-of-way Acreage: 1.74 Ac. 136 (O.R.B.C.), the northeast corner of Hofburg Drive (based on a 60 -foot width) and 0 1 b 1 LOt 1 in z _ - 8. Common Area shall be owned & maintained b Homeowner's being in the n orthwest line of the called 4.523 acre Steven & Sharon Brock tract as co Lot 14 0 1 1 a25 Ac. I co ( 15 P.U.E. ") _ y y 1 i _ Association. described in Vo ume 6686, Page 70 (O.R.B.C.); 0.16 Ac. 100 1 0 1 I -� 1 1 �n 9. This property is within the Spring Creek impact fee area. 'n I Lot 4 1 0 rn LOt 1 (^ 10. Private Drainage Easements will be maintained by theTHENCE: N 51' 11' 22" W along the northeast line of said EDELWEISS GARTENS, PHASE - ( c,; °? ( a21 Ac.,N 44'50 46"* W - I 0.20 Ac oo a, Homeowners Association. ELEVEN for a distance of 494.46 feet to a found 1/2 -inch iron rod marking the south 15 P.U.E. 115.E I co I- S 48'19 24 E - 132.50 I n c 1 1 11. Temporary Access Easement on Lot 20, Block 1 is to remain in corner of Lot 8, Block 22 EDELWEISS GARTENS, PHASE TEN as recorded in Volume - &P•A•E•_ _ I I ICA II place until Crestmont Drive is extended into the Savage Tract. 8377, Page 56 (O.R.B.C.); • I- I S 48'19'24" E 1 I S 48'19'24" E - 124.76' 3 106 The curb and sidewalk on Hofburg Drive must be repaired prior Lombermont Dr/veo 1 ^)J � 1�� to the abandonment of the Temporary Access Easement. THENCE: along the southeast line of said EDELWEISS GARTENS, PHASE TEN for the 1 Lot 13 M 134.47 W i I �[ 1 12. Unless otherwise indicated 1 2 Iron Rods are set at all50' R.O.W. � 1 (j+'%l0.15 Ac � 1 o f co M r /to 1 0 1 I c comers.following seven (7) calls: o i' 1 Lot 2 ° W 1 N 38' 48' 38" E for a distance of 116.60 feet to a found 1 2 inch iron rod L=15.49' LOt 2 I c w J 1 0 E: 0.19 Ac. O - 1./2" Iron Rod Found ) for corner,/- - --� N 44'50'46" W • o 0 0 4.. _ .113.11 �Lal. �n -- _ . -- . _ _ „ I_ i 0.27 Ac o _:..oLOt a 1 1 - ;� O 3/4- iron Pipe Found _ _ 2 - S 51 tt 22 E for--a-distance of- 16.27 feet to a found 1 2 -inch iron rod 0.22 Ac „L=6.00 ) / 1 1 � O - 3/4 Iron Pipe Set for co ner,- - 20' P.U.E.& Pr.D.E.L N3 . " , _ 3) 8 48 38 E for a distance of 50.00 feet to a found 1/2 -inch iron rod 13. Abbreviations:e I _10 P.U.E. 10 P.U.E. _ L-17.84 for corner, - J L_ - - - - - - - 126.17 39:56 3 C.A. - Common Area "os Lot 12 I �� 111.95' - - - 107.64' �,� " O O 4) S 51' 11 22 E for a distance of 98.00 feet to a found 1/2 -inch iron rod 5, 0.15 Ac 11 O 4 _ S 48'14 07 _E _ 1- - - _ _ ._ _ _ P.U.E. - Public Utility Easement for corner, Pg• I I L� R6 S 48'19.24 E - 219.59 N , - �_ - - - - - - _ - - - P.U.E. - Public Private Drainage Easeme tent " . g Go�6• R'1) I ��. I 1.82, �j� o j T 5) N 38' 48 38 E for a distance of 216.28 feet to a found 3/4 -inch iron pipe e,5 g6 d O I 11 < v "�Q• / Ifor the Point of Curvature of a curve to the left, Ede►v+ Jol. (100 lotted) I b I 6� 45.14" W ��,� �.'reStn70nt D/7Ve v� S / I CERTIFICATE OF THE COUNTY CLERK 6) 241.94 feet along the arc of said curve having a central angle of 03' 49' (P I N \ a O 50 R.O.W. 9 �O. 1 34", a radius of 3623.00 feet, a tangent of 121.01 feet and a long chord STATE OF TEXAS bearin N 36' 53' 51" E at a distance of 241.89 feet to a found 3/4 -inch C4 N 48' 19'24" W - 200.19' �^� ' 093 1 iron pie for corner and 15' P.U.E.� 59.14' 60.00' 60.00' 21.05 L-3� 7�� < Var. ORS I COUNTY OF BRAZOS 7) N 35' 09' ` 20" E for a distance of 56.14 feet to a found 1/2 -inch iron rod •E• \ 33 marking the common most easterly comer of Lot 17, Block 19 of ,said \ 8 87 - - - - - - - -" Width 1 Karen McQueen, Count Clerk, in and for said County, do hereb certif EDELWEISS GARTENS, PHASE TEN and Lot 16, Block 19 EDELWEISS GARTENS, Lot 1 � � 8 � L_ 35 � � - 10' P.U.E.1 (- - - - - - � 10' P.U.E. cn cn P.U.E. I N ^ 1, Y Y Y Y O L-0.86 I 1 that this Plot together with its certificates of authentication was filed for PHASE EIGHT as recorded in. Volume 6992, Page 250 (O.R.B.C.); - - - - 1 ^� L=20.62 •+' �+' '' I ^ record in my office the day of 20 in the „ 0 26 Ac. (,. J J I �, �, Lot 3 p g I o l w ,�h 1 �+ -,) 0.57 Ac. cn to cn o o 1 co THENCE: N 3,V 01 23 E along the southeast line of said EDELWEISS GARTENS PHASE i Mia= o -v $) 1 Official Records of Brazos County, Texas in Volume Page i N J J IJ JI .� Io (,j EIGHT for a distance of 100.88 feet to a found 1/2 -inch iron rod marking the west i 11 '' 10 .0 iJ •1 • _ m °') I Witness m hand and official Se corner of Lot 3A according to the Amending Plat of BALD PRAIRIE SUBDIVISION recorded Lot 8 o p c Lot 7 Lot 6 Lot 5 Lot 4 ( y al, at my office in Bryan, Texas. o Lot 9 (' oI 0.17 Ac 1 in Volume 6749, Page 20 (O.R.B.C.), said iron rod also marking the most northerly op I eng, Lot 10 � rn 0.1,3 Ac rn � 0.15 Ac. IW rnI m 0.15 Aa I 0.15 Ac I 0.15 Ac. I corner of the said 5.855 acre tract; Oo�0 Pg -0 I I 0.21 Ac 1 �1 •c`O0 -►1 1 THENCE: S 47' 11' 54" E along the common line of said Lot 3A and the said 5.855 County Clerk 9 elvlej5� S� ped R I 1 1 1 'o+' � o v) ( Brazos County, Texas acre tract for a distance of 480.33 feet to a found 1/2 -inch iron rod marking the Ed �o (lo I I 10' P.U.E. oo 10' P.U.E. ( rn 10' P.U.E. east corner of the said 5.855 acre tract, the south corner of Lot 2, BALD PRAIRIE I-- - ----- --- ----- -----) 1---- ------ ---- -----I --- --- ---J SUBDIVISION a recorded in Volume 321, Page 571 of the Brazos County Deed „ 30.58' 133.99' 55.00' 60.00' 60.00' 60.00' 60.00' 60.00' 137.12' Recoreds (B.C. R.), said iron rod also being in the northwest line of a called 4.98 I g60 55'02,E , ,� , acre Moore tra t as described in Volume 3662, Page 37 (O.R.B.C.); 2g2g.54 2 N 481517 W - 656.68 ns to M°'n' #13 I Point of Beginning L ev I CERTIFICATE OF SURVEYOR AND/OR ENGINEER B e THENCE: S 44 49' 42" W along the southeast line of the said 5.855 acre tract for a SUson ( distance of 532.33 feet to a found 1/2 -inch iron rod marking the south corner of the - - I Carne & Tract I I STATE OF TEXAS said 5.855 acretract; I Chokes P. Oo5 A3 pg. 0)4 1 I COUNTY OF BRAZOS I THENCE: S 44 50' 50" W along the southeast line of the said 65.369 acre tract for a /nCOUrt Lane I V°I(zoned plot{ed) 1 1, Kevin R. McClure, Registered Professional Land Surveyor No. 5650, in distance of 213.57 feet to the POINT OF BEGINNING and containing 7.855 acres of 50' R.O.W. I (No 1 I the State of Texas, hereby certify that this plat is true and correct and was land, more or I ss. I 1 prepared from an actual survey of the property and that property markers I and monuments were placed under my supervision on the ground. CERTIFICATE OF OWNERSHIP AND DEDICATION Kevin R. McClure, R.P.L.S. No. 5650 j STATE OF TEXAS COUNTY OF BRAZOS STATE OF TEXAS (we), owner(s) and CERTIFICATE OF .PLANNING AND ZONING COMMISSION developer(s) of the land shown on this plat, and designated herein as the COUNTY OF BRAZOS OT/BLOCK SUBDIVISION NAME Subdivision to the City of College Station, I, Chairman of the Planning and I Zoning Commission of the City of College Station,, hereby certify that the Before me, the undersigned authority, on this day personally appeared CERTIFICATE OF CITY ENGINEER Texas, and whose name(s) ll are subscribed hereto, hereby dedicate u the attached plot was duly approved by the Commission on the day of known to me to be the person(s) whose P-TIVAL p dTuse of the public forever, all streets, alleys, parks, greenways, infrastructure, names is are subscribed to the fore oin instrument, and acknowled ed to y g l LA .L '20 I Cit En ineer of the�easements, and public places thereon shown -for -the purpose and O / 9 9 9I consideration therein expressed. All such dedications shall be in fee simple me that he/they executed the some for the purpose and consideration City of College Station, Texas, hereby certify that this Subdivision Plat Unless expressly provided otherwise. therein stated. conforms to the requirements of the Subdivision Regulations of the City of College Station. Chairman Given under my hand and seal on this day of /' ��O % C-RZST City Engineer . Owner(s)City of College Station SUBDIETS101V Notary Public, Brazos County, Texas CERTIFICATE OF GREENWAY DEDICATION STATE OF TEXAS / . U j A �i res L OTS 1, BLOCK I COUNTY OF BRAZOS A CERTIFICATE OF APPROVAL CERTIFICATE OF CITY PLANNER i This subdivision plat was duly approved b the Commissioners Court of 1 LOTS 1-15, BLOCK 2 1 (we), owner(s) and CERTIFICATE OF NO ACTION TAKEN P Y PP Y City Planner of the City of College Statin, developer(s)of the land shown on this lot, and designated herein as the Brazos County, Texas, as the Final Plot of such subdivision on the day Texas, hereby certify that this Subdivision Plat conforms to the requirements P 9 of 20 of the Subdivision Regulations of the City of College Station. LOT`S 1-6, BLOCK 3 j LOT/BLOCK SUBDIVISION NAME Subdivision to the . City of College Station, 1, Chairman of the Planning and hereby dedicate in fee Zoning Commission, hereby certify that the lot was filed with the Planning ROBERT STEVENSON LEAGUE, A-54 Texas, and whose names) is/are .subscribed hereto, y 9 Y Y P g simple to the use of the public forever all greenways thereon shown for the and Development Services Department on the day of Signed this the day of 20 COLLEGE STA TION, BRAZOS COUNTY TEXAS Hill purpose and consideration therein expressed. 20 and that the Planning and Zoning ' . Commission failed to act on the lot within 30 days after the lot was filed. City Planner tit i P Y P OCTOBER, 2 -3 City of College Station County Judge Owner and Develo er• SCALE 1 " = 40' Brazos County, Texas Owner(s) Chairman Blake Cathey McClure & Browne Engineering/Surveying, Inc. ( �j �� 1W P.O. Box 9517 1008 Woodcreek Dr., Suite 103 College Station, TX 77845 College Station, Texas 77845 (979) 25517064 (979) 693-3838 U"LTJ 10860002-fp.dwg 111111111 Mer/emont Co 1 U/'f I 50' R.O.W. S 48 0910 E - 290.51 S 48 09 10 E - 339.32 -----r-----�� t15.7T 5007 I 115.72' I i---------- -- -------------- --_ i7.5' P.D.E. P.U.E. (12062/99)10 t0 I J CURIE TABLE CURVE DELTA RADIUS LENGTH TANGENT CHORD BRG. CHORD DIST. C1 90'46'54" 25.00' 39.61' 25.34' N 2'50'39" W 35.60' C2 90'05'16" 25.00' 39.31' 25.04' S 86'43'15" W 35.38' C8 90'00'00" 25.00' 39.27' 25.00' N 86'40'36" E 35.36' C9 90'00'02" 25.00' 39.27' 25.00' N 8645'54" E 35.36' LINE TABLE LINE BEARING - DISTANCE L1 S 53' 19'24" E 40.84' L2 S 58' 19'24" E 36.20' L3 N 8706'42" E 20.74' U Victoria Avenue Renee Lane c Not to � Scale of q ear�0g � rnl Lot 20 -I(o MI Lot 10 ; Iw I ------------- W) m Site I I I 0.16 Ac. I to cool 0.16 Ac. I a L_- ------ i I I 20 P.U.E. (12062/99) i Ii 1 I _ I-� -----------------------------• S 48'19'24" E 115. 4' c_ I I I N 44'50'46" W- 115.59' i 1 I p O I \ \ ( �� I I •1 Lot 19 to oILotI I 1 \ \ se 13 I (01 0.16 Ac i0 �i c. I ( I IN, i " I i I I i \\ - eI N 44 50 48 W -- 115.57 1 I S 48'19'24" E- 115.74' I 1 \ rn P9 - eiyy 9g16'd R'1 O I I I 20• \ \ N P-1 q01. (v (Vic, - h 1 1 I ( I \ \AGF \ \ N of to of I 1 I \\i,20 \ vl ter 0. 6 ALot c. ' co l 0 6lot 8 \\ \�s9)\ \\ = I^ westmng 1 j I I N 44'50'46" W_ . I 1 >. IN, a I I +ry 1 115.55 S 48 19 24 E- 115.4 I , �\ o I 02 N I I I IW i I� I 1 I Lot 11 ` �� vicinity Map I i Ola Uj I T �I� I I I 2.63 Ac. �� ' 0 l o Lot 17 a 10 �? �r N l a. Lot 7 1 1 I I 0.16 Ac. o i co 010 0.17 Ac. I i 0) A44'50'46" " 1 I Scale: 1"=50' N 44'50 46 W- I I I 1 I A 115.53'. W 3 S 48'19'24" E 115.74 -�------1--- I I o o r'� 1 of Io 1 � oI I I =1 1 N0117nont Drive o Lot 16 50' R.W. 0.16 Ac. i coon Z c'n° i Lot 6 I 1 0- 0. 1 I FIELD NOTES i I o 1 ( GENERAL SURVEYOR NOTES: N 44'50'46" W - 115.51' I 1 I I 1. ORIGIN OF BEARING SYSTEM: Monuments found and the record - - - I Being all that certain tract or parcel of land lying and being situated in the ROBERT S 48'19'24" E 115.74' I �,"� bearing (S 45'01'30" E) along the northeast line of the 103.916 O STEVENSON SURVEY, Abstract No. 54 in College Station, Brazos County, Texas and being 'd- tp acre Homewood, LLC tract recorded in Volume 8938, Page 97 1 �O of the Official Records of Brazos Count , Texas O.R.B.C. was a portion of the 65.369 acre tract described in the deed from W. Barton Munro, 13 i I i S 48'14'07" E - 102.03' L Y ( ) Trustee and John Lampo, Trustee to Edelweiss Gartens Venture recorded in. Volume i i I 10' P.U.E.(12062/99)used as the BASIS OF BEARINGS shown on this plat. se o L _ �48* - - - - - - - - G 5327, Page 118 of the Official Records of Brazos County, Texas (O.R.B.C.) and a i pn0 6 I ; I Lot 15 I o b I I" N 2. According to the Flood Insurance Rate Maps for Brazos County, ny, 10 I 0.16 Ac. I _ - 14 07 E - 145.84' _ _ _ _ _ _ _ _ _ 3 Texas and Incorporated Areas, Map Number 48041C0325E, Map portion of the 5.855 acre Reserve Tract of EDELWEISS GARTENS, PHASE EIGHT _ _ _ _ _ _-L.7 - - - - - LOt 5 - - + - SubdiYlsion as recorded in Volume 6992, Page 250 (O.R.B.C.) and being more GO�6 Pg,1i I `� 1 cD 1 0.18 Ac N 10' P.U.E. 0 >e Revised May 16, 2012, this property �s not located m a Special . 9 7 ' R 161 y -1 • • 6 - - - - - - - - - - - Flood Hazard Area particularly described by metes and bounds as follows: its g6 ed d� I O N 44'50 46 W - 115.60' o " V. 3. The buildingsetback requirements are established b the Cit of Vol• Zon Otte I 1 1 1- I N 48' 14 07 W- 115.32 q Y Y E ( pl �, cn I �, N College Station Code of Ordinances. BEGINNING: at a found 1/2 -inch iron rod marking the south corner of this tract, the ( I I I I I S. 48'19'24" E - 130.97' w I I G`I' 100.50' 14.82' 4. Unless otherwise indicated, all distances shown along curves are east corner of EDELWEISS GARTENS, PHASE ELEVEN as recorded in Volume 8730, Page p oo I 1 I 3 I Lot 1 IOD - - - N arc distances. 136 (O.R.B.C. the northeast corner of Hofburg Drive (based on a 60 -foot width) and _ - 5. ZONING: PD -H being in the northwest line of the called 4.523 acre Steven & Sharon Brock tract as i � o f I o I i ( 0.25 Ac Ln Z 15' P.U.E. I. i J (0 Lot 14 100 0l i I - � � � � � 6. Proposed Land Use: Single Family Residential (37 ots) described in olume 6686, Page 70 (O.R.B.C.); / I 0.16 Ac. I _ o I I cn (�? 7. Right-of-way Acreage: 1.74 Ac. /.i i Lot ¢ I o ( o a. 'v> ( LOt 1 (n 8. Common Area shall be owned & maintained by Homeowner's THENCE: N 5 ' 11' 22" W along the northeast line of said EDELWEISS GARTENS, PHASE TV T050-4_9"' W - `c l 0.20 Ac, in oo I rn a'_ I 0.21 Ac. Association. ELEVEN for a distance of 494.46 feet to a found 1/2 -inch iron rod marking the south _ -115.E I - I S 48 19 24 E - 132.50 I e 0 I ( 9. This property is within the Spring Creek impact fee area. corner of Lo 8, Block 22 EDELWEISS GARTENS, PHASE TEN as recorded in Volume P.A.E._ I I I m rn 1 I 10. Unless otherwise indicated 1/2" Iron Rods are set at all 8377, Page 6 (O.R.B.C.); i S 48'19'24" E I A I 1 S 48'19'24" E- 124.76' 3 106 corners. LQn7bern7ont DiIVe o I n i P I 1 THENCE: along the southeast line of said EDELWEISS GARTENS PHASE TEN for the 50' R.O.W. V 1 Lot 13 1 M 134.47 W I ( I M� T ' 0.15 Ac. i I oo I � I ICNI O - 1/2" Iron Rod Found following seve� (7) calls: I w tOo o �, I I w ani O - 3/4n Iron Pipe Found " p 1 L=15.49' I °' 1 °- I ( Iwo ( Lot 2 1 00 0 _O o O - 3/4 Iron Pipe Set 1) N 387 48 38 E for a distance of 116.60 feet to a found 1/2 -inch iron rod Lot 2 O for brner, 0.19 Ac. ,ri Ea . w N .44!50'46" W 1 ;; - o o+ - oo w v _ 3 �_. _ __. - _ _. _.._.. y . . 1.1 o _ _ _ . _- ---- --� t� c� Lot 3 04 I ( ca v� _ ; 1 �: 7,uorevia��ons. z} o b1II i1 22 E for a distance of X6.27 reef co a fo�ind i/L-inch iron Boa 04 L=6.00 1 0.22 Ac. C.A. Common Area for dbrner, / ju 20 P.U.E. P.U.E. - Public Utility Easement 3 N 38 48' 38" E for a distance of 50.00 feet to a found 1 2 -inch' iron rod �- 10'P.U.E: J 10' P.U.E: L=17.84' forcorner, ye (� 1 -126.17 39.56 306 ; I O� 5 A 1 d ��111.95' 107.64' " O O 4) S 51 11' 22" E for a distance of 98.00 feet to a found 1/2 -inch iron rod S 48' 14 07 E - 165.73 y 1 n p p 9 " N r ---------- m for corner, ef' S 48' 19 24 E - 219.59 ni �0(t6, ?"'0 I 5) N 38' 48' 38" E for a distance of 216.28 feet to a found 3/4 -inch iron pipe �81yy g61 ed R d) O 1 W for the Point of Curvature of a curve to the left. Edei vo►• Zon (Otte I ;n 1 60 45' 14" ��\\ CreStmont Ddve c1t s I CERTIFICATE OF THE COUNTY CLERK 6) 241. 4 feet along the are of said curve having a central angle of 03' 49' (P I N ��� O 50 R.O.W. 9 ` ( 34", a radius of 3623.00 feet, a tangent of 121.01 feet and a long chord S Off.\ STATE OF TEXAS beari g N 36' 53 51 E at a distance of 241.89 feet to, a found 3/4 -inch C4 N 48'19'24" W 200.19' , �o'b ' �O 09„� ( iron Ape for corner and A i 12 COUNTY OF BRAZOS 7) N 3 09' 20" E for a distance of 56.14 feet to a found 1/2 -inch iron rod 4- 59.14' _60.00' 60.00' 21.05 -3� <r Var.� mark ng the common most easterly corner of Lot 17, Block 19 of said --� i \3 --- ---- ----- - Width L_ -35.87, 10' P.U.E.1 I- 10' P.U.E. cn cn P U E I 1 I, Karen McQueen. County Clerk, in and for said County, do hereby certify EDELWEISS GARTENS, PHASE TEN and Lot 16, Block 19 EDELWEISS GARTENS, Lot 11 - _ cn (ice PHAS EIGHT as recorded in Volume 6992, Pae 250 (O.R.B.C.); - - - 1 0.26 Ac "�� L=20.62 L-0.86 j �, Iro I Lot 3 o that this plat together with its certificates of authentication was filed for g ( ) i b I tzi ���. 1 Q o -I 0.57 Ac I record in my office the day of 20 ir. the " THENCE: N 3 ' 01 23 E along the southeast . line of said EDELWEISS GARTENS, PHASE Yi• N N cn N o 0 0 -a Official Records of Brazos County, Texas in Volume .Page g i N 10: I l o w w w Ic o� EIGHT for a distance of 100.88 feet to a found 1/2 -inch iron rod marking the west (-• �I -a rn °s 0) m 1 corner of Lotl 3A according to the Amending Plat of BALD PRAIRIE SUBDIVISION recorded, '' o P Lot ¢ (• Witness my hand and official Seal, at my office in Bryan, Texas. i e 1 l o , a�O 0 0 $ Lot 8 0 0 - Lot 7 Lot 8 Lot 5 . - in Volume 6749, Page 20 (O.R.B.C.), said iron rod also marking the most northerly nay I o W Lot 9 N w 0.15 Ac. li,, W I i n a 15 Ac 0.15 Ac. 0.15 Ac. 0.17 Ac. g1 Lot 10 a: a, a13 Ac o? 1 I i I I corner of the 'said 5.855 acre tract; den p9. I 0 0.21 Ac. s I sl j j c0 I 11 Goo �1) I i `'' � � ( �I 0 0 co �I ( County Clerk THENCE: S 4 � 11' 54" E along the common line of said Lot 3A and the said 5.855 tv+eiys o3 'd R I I ( I o1 I Brazos County, Texas acre tract for a distance of 480.33 feet to a found 1/2 -inch iron rod marking the de 001 Zon I - ( a, east corner of the said 5.855 acre tract, the south corner of Lot 2. BALD PRAIRIE E � I I - 10' P.U.E.PU.E- - - - - - - - - - _ - - - - - - - - - - - - - 10 P.U.E_ - _ - - J rnL - - 10 P.U.E. - - -1 SUBDIVISION as recorded in Volume 321, Page 571 of the Brazos County Deed A II „E 30.58' 133.99' - 55.00' 60.00' 60.00'J 60.00' 60.00' 60.00' 137.12' Recoreds (B.C.D.R.), said iron rod also being in the northwest line of a called 4.98 66055'02, , acre Moore trpct as described in Volume 3662, Page 37 (O.R.B.C.); 2828,54 N 46015'17" W - 656.68 ens 1 1 CERTIFICATE OF SURVEYOR AND/OR ENGINEER ( " i Mon. #A37 -Point of Beginning Bev i / THENCE: S 44' 49 42 W along the southeast line of the said 5.855 acre tract for a to I Uyon I distance of 533.33 feet to a found 1/2 -inch iron rod marking the south comer of the & S I STATE OF TEXAS � s R• Carries 5 Ae P9 t 14 I said 5.855 acre tract; I Cherier3, 1 COUNTY OF BRAZOS Lane VolVol• q,38d A,0) i 1 THENCE: S 44' 50' 50" W along the southeast line of the said 65.369 acre tract for a Incourt Lo i Zon tted) 1, Kevin R. McClure; Registered Professional Land Surveyor No. 5650, in distance of 218.57 feet to the POINT OF BEGINNING and containing 7.855 acres of 50' R.O.W. I ((Not Plo I ( the State of Texas, hereby ertify that this plat is true andcorrectand was land, more or less. I I prepared from an actual survey of the property and that property markers I and monuments were placed under my supervision on the ground. CERTIFICATE OF OWNERSHIP AND DEDICATION Kevin R. McClure, R.P.L.S. No. 5650 STATE OF TEXAS COUNTY OF BRAZOS STATE OF TEXAS (we), owner(s) and CERTIFICATE OF PLANNING AND ZONING COMMISSION developer(s) of the land shown on this plat, and designated herein as the COUNTY OF BRAZOS L,OT/BLOCK SUBDIVISION ,�E Subdivision to the City of College Station, I� Chairman of the Planning and Texas, and whose name(s) is/are subscribed hereto, hereby dedicate to the Zoning Commission of the City of College Station, hereby certify that the Before me, the undersigned authority, on this day personally appeared CERTIFICATE OF CITY ENGINEER use of the public forever, all streets, alleys, parks, greenways, infrastructure, attached plat was duly approved by the Commission on the day of known to me to be the person(s) whos17711VAL PLAT easements, and public places thereon shown for the purpose and 20L_.names) is/are subscribed to the foregoing instrument, and acknowledged to 1, City Engineer of the consideration therein expressed. All such dedications shall be in fee simple me that he/they executed the some for the purpose and consideration City of College Station, Texas, hereby certify that this Subdivision Plat therein stated. conforms to the requirements of the Subdivision Regulations of the City of unless expressly provided otherwise. College Station. Chairman 20 Given under my hand and seal on this day of BARR0-AT CR.' � T Owner(s) CitCity of Engineer Station S UBD_1 VIS101V Notary Public, Brazos County, 'Texas 10860002-fp.dwg 1y CERTIFICATE OF GREENWAY DEDICATION 7 89 Acres STATE OF TEXAS L OTS 1, 9L OCK I COUNTY OF BRAZOS A CERTIFICATE OF APPROVAL CERTIFICATE OF CITY PLANNER -LOTS 1-15, BLOCK 2 I (we), owner(s) and CERTIFICATE OF NO ACTION TAKEN This subdivision plat was duly approved by the Commissioners Court of I City Planner of the City of College Station, Brazos County, Texas, as the Final Plat of such subdivision on the day Texas, hereby certify that this Subdivision Plat conforms to the requirements developer(s) of the land shown on this plat, and designated herein as the ,? L OTS % - 6 BLOCK 3 , LOT LOCK SUBDIVISION kl&ffi Subdivision to the City of College Station, I," Chairman of the Planning and of .0 of the Subdivision Regulations of the City of College Station. ROBERT STEI/E/VSO/V LEAGUE A-54 Texas, and whose names is are subscribed hereto, hereby dedicate in fee Zoning Commission, hereby certify. that the plat was filed with the Planning O / Y Signed this the day of 20 simple to the use of the public forever all greenways thereon shown for the and Development Services Department on the day of COLLEGE STATION, BRAZOS COUNTY, TEXAS purpose and consideration therein expressed. 20 and that the Planning and Zoning P P City Planner Commission failed to act on the plat within 30 days after the plat was filed City of College Station OCTOBER 20 " Count Jude Y 9 SCALE.• 1 = 40' ' Owner and Developer: Brazos County, Texas Blake Cathe Y McClure & Browne En ineerin Surve in nc 9/ Y 9 I I�' 1� Owner(s) Chairman P.O. Box '9517 S TX 7784b 1008 Woodcreek Dr., Suite 103 College Station, College Station, Texas 77845 i (979) 255-7064 (979) 693-3838 35 10860002-fp.dwg 1y WPM Gene Savage Re°tt° g 4 89 Acre Tract McOaO, II I I col 0.159 Ac I o � 1 0.159 Ac I o i 2 �S. I c° I 335.3 I `° i s\ 06. N 44'50'48" W I I S 48'19'24" E CURVE TABLE CURVE DELTA RADIUS LENGTH TANGENT CHORD BRG. V 10481, P.206 C1 9946'54" 25.00' 39.61' Mer/emont Court N 2'50'39" W 35.60' C2 90'05'16" 25.00' 39.31' I� S 86'43'15" W 35.38' 50' R.O.W. 27'29'46" 75.00' 35.99' 18.35' N 86'18'15" W 35.65' C4 23'37'54" 50.00' 20.62' 10.46' N 61'07'39" W 20.48' C5 S 48 09 10 E - 829.83 60.00' 37.26' 19.25' S 11'27'16" W 36.67' C6 115.77' 50.07' 115.72' 7.81' 348.28' 15.43' C7 93'1 O' 14" 1 40.65' 26.42' I I 36.32' r- I I.- ---------- _ _ 10' P.U.E. (12062/99) ------------- a i 39.27' 25.00' I I �iI Lot 20 I o MI Lot 10 tai a to 1=' 25.00' N 8645'54" E 35.36' I '0 1 0.157 Ac I co � 1 co 0.160 Ac 333.5 --- -- 0 I co L .- - --. - -- - ------------------------' (12062/99)- � � I 115.59' I I S 48'19'24" E 20' P.U.E. ------------ therein stated. therein stated. City Engineer prepared from an actual survey of the property and that property markers eng I -- - - - - - - - s 50.35'2s" E - 303.32' I BA Cate Ltd. NOVEMBER, 2014 Go ee 6 I •55 10 0 I N 44'50'46" W I I 115.74' I \ PO Bo 9517 SCALE 1"= 50' i Ike' i Ed PnoP i o f o 20 20 - College ( Station, Tx 77845 �• 96169 o I Lot 19 I o o f Lot 9 t o II I I col 0.159 Ac I o � 1 0.159 Ac I o i 2 �S. I c° I 335.3 I `° i s\ 06. N 44'50'48" W I I S 48'19'24" E CURVE TABLE CURVE DELTA RADIUS LENGTH TANGENT CHORD BRG. CHORD DIST. C1 9946'54" 25.00' 39.61' 25.34' N 2'50'39" W 35.60' C2 90'05'16" 25.00' 39.31' 25.04' S 86'43'15" W 35.38' C3 27'29'46" 75.00' 35.99' 18.35' N 86'18'15" W 35.65' C4 23'37'54" 50.00' 20.62' 10.46' N 61'07'39" W 20.48' C5 3534'59" 60.00' 37.26' 19.25' S 11'27'16" W 36.67' C6 17'44'59" 50.00' 15.49' 7.81' S 53'43'20" W 15.43' C7 93'1 O' 14" 25.00' 40.65' 26.42' N 1'44' 17" W 36.32' C8 90'00'00" 25.00' 39.27' 25.00' N 86'40'36" E 35.36' C9 90'00'02" 25.00' 39.27' 25.00' N 8645'54" E 35.36' J y I 1.57 115.74' I oss8 F � 15 s?/ ��os, I I I- - J of o Lot 18 I o o I Lot 8 I o o I I N westm.ngter I I I 1 Co 1 0.159 Ac co O 0.159 Ac. d N co N 44'50'46" W I I S 48'19'24" E I w I I 1-1\ \ +N i 115.55' I I 115.74' � 1 � I N •�i � %l � C / �', a i W1 Iw of �� I V� y p of _ ii0 I - - �- �6 6 I Lot 17 a l o M I l a Lot 7 I n I Lot 11 • wrn I I I ? I 0.159 Ac. o 16 c`o'o er CoCq l 0 0.166 Ac. 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