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HomeMy WebLinkAboutIndian Lakes PhXXXIX PPNOTES: 1. BASIS OF BEARINGS IS GRID NORTH/NAD83. 2. LOT LIES WITHIN THE ZONE OS SPECIAL FLOOD HAZARD THE F.F.M.A. FLOOD IN D AR S. COMMUNITY INSURANCE RATE MAP FOR BRAZOS COUNTY, TEXAS AND INCORPORATED AREAS. COMMUNITY NO. INCORPORATED EFFECTIVE DATE: MAY 16, 2012. BASE FLOOD ELEVATIONS ARE MAP N0. 480A1NE "A".. NOT DETERMINED FOR ZONE "A". NOT DE, 3. THERE IS A 16' PUBLIC UTILITY EASEMENT AND A 10' HOMEOWNER'S ASSOCIATION EASEMENT ALONG 1\6` > THE RIGHT OF WAY FRONTAGE OF ALL LOTS. ci`• c''" 4. THERE IS A 20' PUBLIC UTILITY EASEMENT CENTERED ON ALL SIDE AND A 10' PUBLIC UTILITY EASEMENT ON ALL REAR LOT LINES. 4 5. BUILDING LINE SETBACKS ARE AS FOLLOWS: $• FRONT SETBACK: ' /\ 1V'2m O ETB SIDE SACK: 1515' `1 REAR SETBACK: 25' 9 /lmg Orystol/Christina Chen ve Lt . Unplotted 6. FRONT, REAR, AND SIDE SETBACKS SHALL CONFORM TO THE SPECIFICATIONS OF SUBDIVISION tte PUTS AS ESTABLISHED BY THE COMMISSIONERS COURT, BRAZOSCOUNTY, TEXAS, FOR SUBDIVISIONS 78 08) (10751/077) N OR CITY IN BRAZOS COUNTY, SITUATED OUTSIDE THE BOUNDARIES OF ANY INCORPORATED TOWN TEXAS, SCAL 1 - OO 7. CONTOURS BASED ON DATA PROVIDED BY THE CITY OF COLLEGE STATION. 8. ALL LOTS ARE TO HAVE INDIVIDUAL ON SITE SEWAGE FACILITIES. 9. ALL LOTS ARE SUBJECT TO THE REQUIREMENTS AND RESTRICTIONS DELINEATED IN THE COVENANTS, CONDITIONS, RESERVATIONS, AND RESTRICTIONS OF THE SUBDIVISION. O 10. THERE IS A MINIMUM 50' WIDE DRAINAGE BUFFER (25' ON EACH SIDE OF THE CENTERLINE OF ALL NOT TO StlLE VICINITY MAP DRAINAGE WAYS). SEE THE DEED RESTRICTIONS OF THE SUBDIVISION FOR ADDITIONAL INFORMATION. 11. H.O.A. EASEMENTS ALONG ALL STREETS RUN PARALLEL TO AND ADJACENT TO THE PUBLIC UTILITY '49" " 723 EASEMENTS SHOWN HEREON. H.O.A. EASEMENT ACTIVITIES AND/OR INFRASTRUCTURE WILL BE Smilin M .OS' T BL CK D H. C mod Are4 .U. .. 0. 75 AC - PUE LIN£ REFERENCED IN THE DEED RESTRICTIONS OF THE SUBDIVISION. evelopment, Ltd. _. -__- 05` HO A. EASEMENT LINE - - 12. NOTES FROM THE BRAZOS COUNTY HEALTH DEPARTMENT: 261.4 111 (6055/257) 7 L T 12 < PROPOSED WATER LINE -R -M -N - O.) ALL LOTS SERVED BY AN OSSF MUST COMPLY WITH 16' RUE, E= Bn9 03°24'S7"E I I L T 13 I I_ ^ y.L'Si 5i I PHASE LINE AND STATE REGULATIONS. NO OSSF MAY BE (15445 / 3) 143.93 I I BL CK 5 6' I I°' a BL C SO 'n ^' 4 ±i INSTALLED INSTALLED ON ANY LOT WITHOUT THE ISSUANCE OF AN N 67` 12' 1" W oposed by Sep. In IT) afe I - 1. 2 AC (Pr ose I^ (Prop sod) 1,Q C PROPERTY LINE "AUTHORIZATION TO CONSTRUCT" ISSUED BY THE BRAZOS •\'` 1 posed) \ I COUNTY HEALTH DEPARTMENT UNDER THE PROVISIONS OF wiMe o:u (Proposed) ( 85.42• ^Kr \- �r '' __ --- -- ___ I __ < THE PRIVATE SEWAGE FACILITY REGULATIONS ADOPTED BY $89°18'5 ' W - - -F76.93° - 103 6J4' 90. '. fa \\ LEGEND THE COMMISSIONERS COURT OF BRAZOS COUNTY, _ - _- PURSUANT To THE PROVISIONS OF SECTION 21.084 OF THE TEXAS WATER CODE. NO ODRAIN FIELD IS TO w • I I WINE AT IL < < ENCROACH ON THE 100-FOOT SANITARY ZONE OF PRIVATE (JO' R.O.W. Pvmt 1,60 E) < �\ PUE PUBLIC UTILITY EASEMENT WATER WELLS OR 1ST FEET OF PUBLIC WATER WELLS. A WERS'ASSOcIAnON \ H. OA. . HOME CRIERS SANITARY ZONE MUST CLEARLY DELINEATED AROUND ALL P \\ ESMT EASEMENT RI EXISTING PUBLIC PRIVATE WELLS ON THE SUBDIVISION 15 PLAT OR WITHIN 150 FEET OF THE SUBDIVISION BOUNDARY. - - - � R.O. N' PINT RIGHT-OF-WAY PAkEMENi 143.98' I .u• ___ t--jy. m \ ml REQUIRED TO HAVE A SITE/SOIL• b.) ALL LOTS WILL $ 6T 12'19"E .n T - - I \\ L �� \\> .p eH vlRc HYDRANT FILE COUNTY HEALTH EVALUATION ON FILE WITH THE � 12.46' cl ~��_P _ } \\ V4 I ----- � \\\ \� _\\ va' le Wtlth 'jl -I SEWAGE DEPARTMENT BEFORE ON -SITE SEWAGE FACILITY MAY BE Pin, 50'Bld9. /Setb \ Pe ` \ \ °d �esmf. ABBREVIATIONS CONSTRUCTED. Smiling I (Prop LPropo d) E \\\ cJ ON -SITE SEWAGE FACILITIES DISPOSAL AREAS SHALL NOT (75608 192) 1 m I e I ro I ENCROACH THE 100 FOOT THE 150 FOOT SANITARY W 0T1 \� OCK \'- II I ro \ \ BL CK 50 + ZONE of A PRIVATEATE OR PUBLIC IC WELL, RESPECTIVELY. A • � � � IW I'm BLOCK 50 \ 1. C I I Im I OT 7 I IU, 4 BLOCK � I I 1.9 AC I W TOTAL LOT caueT (INCLUDING H.oa. LOT a) 1a tors SANITARY ZONE MUST BE CLEARLY DELINEATED AROUND ALL EXISTING WELLS ON THE PLAT. \ _ \ \ I LO r� I t wl I'O 1 C _ _ \\ \\ I IV AC 1'18 AC �- i I tom^ I I Iq TOTAL RESIDEN➢AL LOT ACREAGE 18.40 AC 13. WELLBORN SPECIAL UTILITY DISTRICT WILL PROVIDE WATER SERVICE FOR THE SUBDIVISION. BRYAN • Iw.I LOT A(VOA. COMMON AREA) ACREAGE 075 AC TEXAS UTILITIES WILL PROVIDE ELECTRIC SERVICE FOR THE SUBDIVISION. �� I I .�-U-=-_-,- --� I V0. Esm. I I I I J r- TOTAL RIGHT -OF-waY ACREAGE 4n AG 32, 8 4, L I pT1.91'_---� 10' . .A. L I (Pr osed I _ - - � 14. 1/2" IRON RODS SHALL BE SET AT ALL CORNERS UNLESS OTHERWISE INDICATED. choe r CNsfOm H E I � roppse � I I 216_]4 --�- I TOTAL ACREAGE OF PHASE 23J2 AC (1 f 59) _ I- -� I � I _ 2_ 9-- -- _ .--- -/ `\ ¢oo, 15. EXISTING LAND USE: VACANT �\ -_- -- - - -- 1� ACREAGE CALCULATIONS (PHASE XXXIV) PROPOSED LAND USE: SINGLE FAMILY RURAL RESIDENTIAL lfi' P.UE' " I-- ' BI efbp e \ ° 16. ALL LOTS ARE PREDOMINANTLY DENSE VEGETATION. �+ "c BLOCK 50 '°°°))d) <� LOT 10 17. ALL LOTS SHALL BE CONSTRUCTED WITHIN 500 FEET OF A FIRE HYDRANT AS MEASURED ALONG THE \ \ / / ♦ - 10838 I I L T9 \ RIGHT-OF-WAY. \ / / •0. \\ II i� - I o I L 6 $ I BLOC 50 II$ BLO 50 I I�� - -I 5 I 18. CONSERVATION EASEMENTS ARE FOR THE PURPOSE OF NATURAL WILDLIFE HABITAT PRESERVATION F d) i < a I 1.07 A 1.12 C AND DRAINAGE MANAGEMENT. ALL DRAINAGE WAYS SHALL REMAIN FREE AND UNOBSTRUCTED AT ALL Ph 32, B \ po L 71 ` < D o I 16 I I I I TIMES. THESE EASEMENTS ARE OWNED, MAINTAINED, AND UTILIZED THE PROPERTY PN \ h0e(1 Custom omes /\ / 6•j < mI I £ I .E 23004___ _-� E PUBLIC UTILITY WHOSE LOT THE EASEMENT EXISTS. NO CLEARING SHALL ALLOWED, EXCEPT IC U \ (15 2/098) \ \ gd, < e paps) I - I I ___ - �__ -- __ EASEMENTS. NO CONSTRUCTION ACTIVITIES SHALL OCCUR WITHIN THE EASEMENT AREA. OSSF WI bM1< I 25 ---_255.05 ----- FACILITIES MAY NOT BE CONSTRUCTED WITHIN THE EASEMENT AREA. zD'P.u. ?� ______ --- __� --NB °04'2 05.09' - LOT 4 6" Wate ine IV repose REVIEWED FOR COMPLIANCE 43, L 10 s6 ;pr (Propose I I� REVIEWED OE / \ ✓ernie/l-lailey den �\�\ 1.66 AC 1 I \ \ O 5 0ll Ile CITY OF COLLEGE STATION OF COLLEGE STATION / \ (15697/174) / d �\ \ I \� \\ 0 IF PLANNING & DEVELOPMENT SERVICES \ 11\ BL C 5 PLANNING &DEVELOPMENT SERVICES C I I 1 N ENGINEERING DIVISION PLANNING DIVISION QO . \ \ / \ / g-empmed) °Posed) Tum Arp d '/ 4 Ph 4$ L SCALE : I' 1,500 ELIZABETH PEDERSEN, GRADUATE ENGINEER I TRESTON RODRIGUEZ, STAFF RUNNER \ \ / v ," 08/11/2020 08/11/2020 / / � 70.00' \ \ / • \ / I • L 3Amber 977' -E bg .2 PHASE A Ao�o R itelli MIX \ \ A A • \ (15852 5) \ ' \ / PRELIMINARY PLAN a NOT FOR RECORD roiling Mollord Development, Ltd. OF " 055/2 e 6 VILLAGES OF INDIAN LAKES PHASE XXXIX, BLOCK 50, LOTS 1-13 & H°O°A° LOT A 23.32 ACRE TRACT - 14 LOTS J. M. BARRERA SURVEY, A-66 & J. M. BARRERA SURVEY, A-69 \ \ BRAZOS COUNTY, TEXAS LOCATION WITHIN INDIAN LAKES SCALE: 1" = 100' JULY 30, 2020 \\ SHEET 1 OF 1 \ \ \ CURVE TABLE OWNED AND DEVELOPED BY: \ \ CURVE DELTA RADIUS LENGTH TANGENT C1 23.28'3P 235W 9638' MISS CHORDMIARING CHORD S]8°s64TE 9567 SMILING MALLARD DEVELOPMENT LTD. 3608 EAST 29TH STREET SUITE 100 \ C2 4T2U'17 235W 173.66 91W S]2°4e 26•E 169,72- BRYAN TEXAS 77802 (970)846-4384 CA 62.1Tlw 2SW W.M. 21.8Y 544°33 XFE 32.W C5 oT 424T 36.OT 71.9T PREPARED BY: ENGINEER/SURVEYOR: MS.w NAT os OT43'v 465w YL1T tt S8]•5659• W 22v S87-WWW SMILING MALLARD DEVELOPMENT LTD. 8 BROWNE ENGINEERING \ J\ I I I A Y r W 23°25't1' 1fi5.W 67.61' 36.1T N]B°564TW 6].13 1008MCCLURE 3608 EAST 29TH STREET, SUITS 100 1008 DRIVE, SUITE 103 A /� STATION, BRY979JT846 438402 COLLEGE(979�T693-3838 5 77845 COLLEGE