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HomeMy WebLinkAboutDuckhaven PP 2001NOTES: 1. BASIS OF BEARINGS IS THE MONUMENTED SOUTHEAST LINE OF THE THOUSAND OAKS DEVELOPMENT COMPANY JOINT VENTURE CALLED 186.335 ACRE TRACT 4 RECORDED IN VOL. 1454, PG. 187, WITH A RECORD BEARING OF S 45'00'W. 2. THE SUBJECT TRACT DOES NOT LIE WITHIN THE 100 YEAR FLOODPLAIN ACCORDING TO THE F.E.M.A. FLOOD INSURANCE RATE MAP FOR BRAZOS COUNTY, TEXAS AND INCORPORATED AREAS. COMMUNITY NO. 481195, PANEL NO. 0215C, MAP NO. 48041 CO215C. EFFECTIVE DATE: JULY 2, 1992. 3. THERE IS A 20' PUBLIC UTILITY EASEMENT CENTERED ON ALL INTERIOR LOT LINES. 4. THERE IS A 20' SIDELINE SETBACK AND A 50' FRONT SETBACK AS ESTABLISHED BY DEED RESTRICTIONS. 5. FRONT, REAR, AND SIDE SETBACKS SHALL CONFORM TO THE SPECIFICATIONS OF SUBDIVISION PLATS AS ESTABLISHED BY THE COMMISSIONERS COURT, BRAZOS COUNTY, TEXAS, FOR SUBDIVISIONS SITUATED OUTSIDE THE BOUNDARIES OF ANY INCORPORATED TOWN OR CITY IN BRAZOS COUNTY, TEXAS. 6. CONTOURS DIGITIZED AND INTERPOLATED FROM U.S.G.S. QUADRANGLE MAPS "CLAY" AND "WELLBORN". 7. ALL LOTS IN PHASE 1 ARE TO HAVE INDIVIDUAL ON SITE SEWAGE FACILITIES. SANITARY SEWER SERVICE FOR THE REMAINDER OF THE LOTS IN PHASES 2 - 5 WILL BE PROVIDED BY A PRIVATE WASTEWATER COLLECTION AND TREATMENT FACILITY. THE DEVELOPER WILL OBTAIN A CERTIFICATE OF CONVENIENCE AND NECESSITY FROM THE T.N.R.C.C. TO BUILD AND MAINTAIN THE PROPOSED WASTEWATER TREATMENT AND COLLECTION FACILITIES. 8. THE DEVELOPER WILL PROVIDE INFORMATION WHICH ADDRESSES THE FOLLOWING PRIOR TO FINAL APPROVAL: THE DIFFERENT SOIL CLASSES, POTENTIAL FOR GROUND WATER, AND ANY OTHER ENVIRONMENTAL CONCERNS WITHIN THE DEVELOPMENT. A STUDY WILL BE PERFORMED BY A QUALIFIED SOIL EVALUATOR. SOIL BORINGS OR TEST PITS WILL BE REQUIRED TO PROVIDE ADEQUATE DATA REPRESENTATIVE OF THE DEVELOPMENT. A PROFESSIONAL RECOMMENDATION SPECIFYING THE TYPE(S) OF OSSFs TO BE CONSIDERED, COMPATIBILITY WITH AREA WIDE DRAINAGE, AND THE POTENTIAL FOR SHALLOW GROUNDWATER. 9. NOTES FROM THE BRAZOS COUNTY HEALTH DEPARTMENT: a.) ALL LOTS SERVED BY AN OSSF MUST COMPLY WITH COUNTY AND STATE REGULATIONS. NO OSSF MAY BE INSTALLED ON ANY LOT WITHOUT THE ISSUANCE OF AN "AUTHORIZATION TO CONSTRUCT" ISSUED BY THE BRAZOS COUNTY HEALTH DEPARTMENT UNDER THE PROVISIONS OF THE PRIVATE SEWAGE FACILITY REGULATIONS ADOPTED BY THE COMMISSIONERS COURT OF BRAZOS COUNTY, PURSUANT TO THE PROVISIONS OF SECTION 21.084 OF THE TEXAS WATER CODE. NO OSSF DRAIN FIELD IS TO ENCROACH ON THE 100-FOOT SANITARY ZONE OF PRIVATE WATER WELLS OR 150 FEET OF PUBLIC WATER WELLS. A SANITARY ZONE MUST BE CLEARLY DELINEATED AROUND ALL EXISTING PUBLIC OR PRIVATE WELLS ON THE SUBDIVISION PLAT OR WITHIN 150 FEET OF THE SUBDIVISION BOUNDARY. b.) ALL LOTS WILL BE REQUIRED TO HAVE A SITE/SOIL EVALUATION ON FILE WITH THE BRAZOS COUNTY HEALTH DEPARTMENT BEFORE ON -SITE SEWAGE FACILITY MAY BE CONSTRUCTED. c.) ON -SITE SEWAGE FACILITIES DISPOSAL AREAS SHALL NOT ENCROACH THE 100 FOOT OR THE 150 FOOT SANITARY ZONE OF A PRIVATE OR PUBLIC WELL, RESPECTIVELY. A SANITARY ZONE MUST BE CLEARLY DELINEATED AROUND ALL EXISTING WELLS ON THE PLAT. 10. WELLBORN SPECIAL UTILITY DISTRICT WILL PROVIDE WATER SERVICE FOR THE SUBDIVISION. 11. 1/2" IRON RODS SET AT ALL CORNERS UNLESS OTHERWISE INDICATED. 12. EXISTING LAND USE: VACANT/AGRICULTURAL PROPOSED LAND USE: TOTAL - 120 LOTS & R.O.W. - 188.04 AC. AVERAGE LOT SIZE = 1.57 AC. a.) BLOCK 1 , LOTS 1 - 39 (SINGLE FAMILY RESIDENTIAL) 47.12 ACRES WITH 32 LOTS (1.21 AC./LOT) BLOCK 2 , LOTS 1 - 17 (SINGLE FAMILY RESIDENTIAL) 14.27 ACRES WITH 17 LOTS (0.84 AC./LOT) BLOCK 3 , LOTS 1 - 43 (SINGLE FAMILY RESIDENTIAL) 28.23 ACRES WITH 43 LOTS (0.63 AC./LOT) BLOCK 4 , LOTS 1 - 30 (SINGLE FAMILY RESIDENTIAL) 20.58 ACRES WITH 30 LOTS (0.69 AC./LOT) b.) TEAL PARK (MODULAR HOME PARK) 47.89 ACRES c.) RIGHT OF WAY: (70' WIDE - 24' DRIVING SURFACE WITH 3' SHOULDER ON 6" COMPACTED LIMESTONE BASE) DRAKE DRIVE, WIGEON TRAIL DRIVE, WATERDOG TRAIL, CINNAMON DRIVE, GOLDEN EYE DRIVE, BLUE WING DRIVE, GREEN WING DRIVE, AND GADWAL LANE 27.63 ACRES LINE TABLE LINE BEARING LENGTH L1 N53`18'40"W 10.00' L2 S4432'06'E 60.08, L3 S00 27 54 "W 15.48' L 4 N00 27 54' E 15.48' L5 S45 2754 "W 47.39' L6 N45 27 54' E 47.39' L7 N44 26 37 E 42.60' LS N85 35'49'E 20.87' L9 N53'18'40"W 1 16.00' DUCKHAVEN SUBD IVIS ION 188.04 ACRE TRACT B. McGREGOR SURVEY, ABSTRACT 170 CURVE TABLE DEL TA RADIUS I LENGTH BEARING CHORD C1 6 7*11'02" 365.00' 427.99' S03°05'49 "W 403. 89' C2 94455" 565.00' 96.13' N2537'14"W 96.02' C3 69°15'13" 25. 00' 30.22' S5522'23"E 28.41' C4 36 41 '20" 335.00' 214.52' N7139'20 "W 210.87' C5 42 51 '30" 25. 00' 18.70' S744424 "E 18.27' C6 36 52'12" 25. 00' 16.09' N65 2345 "E 15.81 ' C7 2534423" 50.00' 221.43' N06 °10'09 "W 80.00' C8 36 52'12" 25.00' 16.09' N77 44'03"W 15.81 ' C9 38 52'06" 25. 00' 16.96' S64 2348"W 16.64' C10 45 02'15" 535.00' 420.54' N672853"E 409.79' C11 882722" 25. 00' 38.60' S4546'19"W 34.88' C12 43 5223" 535.00' 409.67' N23 28'50 "E 399.73' C13 865542" 435.00' 659.98' N885252"E 598.47' C14 8652'50" 25. 00' 37.91' S8854'19"W 34.38' C15 90 DO'00" 25. 00' 39.27' N00 2754 "E 35.36' C16 I 36 52'12" 25. 00' 16.09' 1 N62 58'12 "W 15.81 ' C17 253'4423" 50.00' 221.43' S45 2754 "W 80.00' C18 3652'12" 25. 00' 16.09' S2606'00"E 15.81' C19 90 03'21 " 365.00' 573.70' S8933'l8"E 516.44' C20 89 57'07" 25. 00' 39.25' N00 2628 "E 35.34' C21 46 04'44" 535.00' 430.26' S212944 "E 418.76' C22 32 0220" 365.00' 204.10' N 14 2832 "W 201.45' C23 105 0341 " 25. 00' 45.84' N83 01'33"W 39.68' C24 8 5929" 635.00' 99.65' N48 56'21 "E 99.55' C25 835548" 25. 00' 36.62' S1128'12"W 33.43' C26 32 02'20" 235.00' 131.41' N14 2832"W 129.70' C27 43 55'16" 235.00' 180.14' N23306 "E 175.76' C28 26 4724 " 135.00' 63.12' N58 51 '36 "E 62.55' C29 714724" 25. 00' 31.32' S3621'36"W 29.32' C30 48 *11 '23" 25. 00' 21. 03' S23 3747"E 20. 41 ' C31 276 2246" 50.00' 241.19' S89 32'06"E 66.67' C32 4871 '23" 25. 00' 21. 03' N24 3335 "E 20. 41 ' C33 714724 " 25. 00' 31.32' N35 2548 "W 29.32' C34 26 4724" 135.00' 6312' S575548"E 6255' C35 88 58'43" 135.00' 209.65' S00 02'45 "E 189.21 ' C36 15 00'00" 635.00' 166.24' S515637"W 165.77' C37 15 00'00" 565.00' 147.92' N515637"E 147.49' C38 41 09'12" 435.00' 312.44' S65 O1 '13"W 305.77' C39 90 00'00" 25. 00' 39.27' N40 3549"E 35.36' C40 4105'31 " 235.00' 168.54' S16 08'35"W 164.95' C41 36 52'12" 25, 00' 16.09' N18'15'15"E 15.81 ' C42 253'44'23" 50.00' 221.43' I N53'18'40 "W 80.00' CURVE TABLE DEL TA RADIUS LENGTH BEARING CHORD C43 36 52'12" 25. 00' 16.09' S55 07'26 "W 15.8 1' C44 4105'31 " 165.00' 118.34' S16 O8'35"W 115.82' 045 90 00'00" 25. 00' 39.27' S49 24'11 "E 35. 36' C46 82 30'19" 25. 00' 36.00' N44 20'40"E 3297' C47 3335'50" 435.00' 255.08' S19 5325"W 251.44' C48 36 41 '20" 265.00' 169.69' N7139'20 "W 166.81 ' C49 98'16'25" 75.00' 128.64' N04'10'27"W 113.44' C50 45 02'15" 465.00' 365.51' N672853"E 356.18' C51 913238" 25. 00' 39. 94' S44 *13'41 "E 35. 83' C52 1073'l 1 " 565.00' 100. 78' N033357"W 100.64' C53 98*40'32" 25. 00' 43.06' S403944"W 37.93' C54 8230'19" 25. 00' 36.00' N53 09'01 "W 32.97' C55 18 35'50" 435.00' 141.19' S21 `11 '47"E 140.58' C56 32 02'20" 495.00' 276.80' N 14 2832 "W 273.21 ' C57 43 52'23" 465.00' 356.06' N23 28'50 "E 347.43' C58 90 02'53" 25. 00' 39.29' S89 33'32 "E 35.37' C59 46 04'44" 465.00' 373 97' S212944 "E 363.97' C60 32 02'20" 435.00' 243.25' N14 2832"W 240.09' C61 78 34'O8" 25. 00' 34.28' S084722"W 31.66' C62 37 31 '23" 365.00' 239.04' S66 50'08 "W 234.79' C63 900341 " 25. 00' 39.30' N75 31 '33"W 35.37' C64 32 02'20" 165.00' 92.27' N 14 28'32 "W 91.07' C65 43 55'16" 165.00' 126.48 N23 30'16 "E 123.41 ' C66 90 00'00" 65.00' 102.10' S89 32'06 "E 91.92' C67 90 00'00" 25.00' 39.27' S00 2754 "W 35.36' C68 43 55'16" 235.00' 180.14' N23 30'16 "E 175.76' C69 32 02'20" 235.00' 131.41' N14 2832"W 129.70' C70 89 509" 1 25. 00' 39.24' S14 2827"W 35.34' C71 90 03'41 " 25. 00' 39.30' N75 31 '33"W 35.37' C72 32 02'20" 165.00' 92.27' N 14 2832 "W 91.07' C73 43 55'16" 165.00' 126.48' N2330'16 "E 123.41 ' C74 90 00'00" 25. 00' 39.27' S89 32'06 "E 35.36' C75 90 00'00" 25. 00' 39.27' S00 2754 "W 35.36' C76 43 55'16" 235.00' 180.14' N2330'16 "E 175.76' C77 32 0220" 235.00' 131.41 ' N 14 2832 "W 129.70' C78 74 56'19" 25. 00' 32.70' S06 5827"W 30.42' C79 15 00'00" 565.00' 147.92' S515637"W 147.49' C80 105 03'41 " 25. 00' 45.84' N83 01 '33 "W 39.68' C81 32 02'20" 165.00' 92.27' N 14 2832 "W 91.07' C82 43 55'16" 165.00' 126.48' N2330'16 "E 123.41 ' C83 9000'00" 25. 00' 39.27' S8932'06"E 35.36' C84 88 5843" 65.00' 100.94' S00 02'45 "E 91.10' , SHEET E OF 3 SCALE 1 = 500 ti Ati � 2 I WIDGEON TAIL DRIVE m ! oz y oo A s a� CINNAMON DR/ vE V -- 0 SHEET 3 OE 3 Thousand Oaks Development Company Joint Venture 188.04 Acres B. McGregor Survey, A-170 Brazos County. Texas Field notes of a 188.04 acre tract or parcel of land, lying and being situated in the B. McGregor Survey, Abstract No. 170, Brazos County, Texas, and being all of the called 186.335 acre - Tract 4 described in the deed from Brazos Coal, Limited to Thousand Oaks Development Company Joint Venture, as recorded in Volume 1454, Page 187, of the Official Records of Brazos County, Texas, and said 188.04 acre tract being more particularly described as follows: BEGINNING at the east corner of the beforementioned 186.335 acre tract in the southwest right-of-way line of the Union Pacific Railroad (formerly Southern Pacific Railroad - 100' right-of-way); THENCE S 45' 00' 00" W along the southeast line of the beforementioned 186.335 acre tract, same being the west line of the Lena Fachorn - called 459.02 acre - 1st Tract described in Volume 1549, Page 80, of the Official Records of Brazos County, Texas, at. a distance of 2.28 feet, pass a 2" iron pipe found at a crosstie fence corner, continue on, adjacent to a fence, for a total distance of 3229.99 feet (deed call = 3175 feet), to a 1/2" iron rod found at a 6" creosote post fence corner marking the occupied south corner of the 186.335 acre tract, same being a west corner of the 459.02 acre tract and some being in the most easterly northeast line of the Wade - called 503.39 acre - 1st Tract described in Volume 159, Page 201, of the Deed Records of Brazos County, Texas; THENCE N 44° 57' 07" W along the occupied southwest line of the beforementioned 186.335 acre tract, some being the most easterly northeast line of the beforementioned 503.39 acre tract, adjacent to a fence for a distance of 2765.88 feet to a 1/2" iron rod found at a crosstie fence corner marking the west corner of the 186.335 acre tract, some being the interior ell corner of the 503.39 acre tract; THENCE N 44° 01' 36" E along the northwest line of the beforementioned 186.335 acre tract, same being a southeast line of the beforementioned 503.39 acre tract, adjacent to and northwest of a fence line, at a distance of 1859.1 feet, a 12" post oak tree fence corner at the west end of a fenced enclosure surrounding the production pad for the Millican-Havens #1 well (now plugged & abandoned) bears southeast - 1.0 feet, at a distance of 2375.0 feet, a 6" Elm tree fence corner at the north end of said fenced enclosure bears southeast - 1.0 foot, continue on, at a distance of 2751.0 feet, pass a crosstie fence corner in the southeast right-of-way line of the beforementioned Union Pacific Railroad (this crosstie marks the beginning of a 200' wide right-of-way portion of said railroad and said 200' wide right-of-way extends northwesterly from this crosstie fence corner), continue on for a total distance of 2796.16 feet to the north corner of the 186.335 acre tract in the southeast right-of-way line of said Railroad (100' wide right-of-way) from which a 6" creosote post fence corner bears N 44' 01' 36" E - 0.6 feet; THENCE S 53' 43' 14" E along the southeast right-of-way line of the beforementioned Union Pacific Railroad (100' right-of-way ), adjacent to a fence, at a distance of 1094.1 feet, pass a 6" creosote post fence corner, continue on for a total distance of 1105.65 feet to a 1/2" iron rod set at the north corner of the E. Jordon, Jr. - called 5.00 acre tract described in Volume 344, Page 293, of the Deed Records of Brazos County, Texas, said 1/2" iron rod set being in the northwest edge of an 8' wide gravel lane which crosses said railroad and provides access to F.M. No. 2154, and a 1/2" iron rod found bears S 50° 02' 58" E - 30.21 feet; THENCE along the common lines of the beforementioned 186.335 acre and 5.00 acre tracts as follows: S 44' 34' 22" W at a distance of 131 feet, cross the center of said gravel lane, continue on, adjacent to the fenced southeast line of said lane, for a total distance of 453.28 feet to a 1/2" iron rod set at the west corner of the 5.00 acre tract and an interior ell corner of the 186.335 acre tract, from which a crosstie fence corner bears N 23' 47' 57" W - 4.0 feet, and a 1/2" iron rod found bears N 45` 08' 11" E - 30.51 feet, S 45° 25' 38" E adjacent to a fence, for a distance of 449.84 feet to a 1/2" iron rod found marking the south corner of the 5.00 acre tract and an interior ell corner of the 186.335 acre tract, from which a 4" creosote post fence corner bears N 00° 06' 45" W - 1.7 feet, N 44' 34' 22" E adjacent to a fence, at a distance of 516.54 feet, pass a 1/2" iron rod found at a creosote post fence corner, continue on for a total distance of 518.91 feet to the southeast right-of-way line of the beforementioned Union Pacific Railroad; THENCE S 53`43' 41 " E along the southeast right-of-way line of the beforementioned Union Pacific Railroad adjacent to a fence, for a distance of 1286.09 feet to the PLACE OF BEGINNING, containing 188.04 acres of land, more or less. BRAZOS COUNTY, TEXAS OWNED AND DEVELOPED BY: SMILING MALLARD DEVELOPMENT, LTD. 3608 EAST 29TH STREET BRYAN, TEXAS 77802 (979) 846-4384 OCTOBER 12, 2001 SHEET 1 OF 3 PREPARED BY: KLING ENGINEERING & SURVEYING 4103 TEXAS AV. + P.O. BOX 4234 + BRYAN,TEXAS + PH.979/846-6212 Duck-Haven\Mastei -Preliminary-Plan 1 u.\ n irntcv\ I nr+en n\ ni mV4 lrbn T 0 0 M 0 00 mi 0 C m C� i C M -001 m m ' al z z m 0 0 D ID 0 aj O0 0 o n i m ID { n D m � z i C I M 0 rn m rilITI m 0 D 14) w 0 IN w o N o -F - - PREPARED BY: KLING ENGINEERING & SURVEYING 4103 TEXAS AV. + P.O. BOX 4234 + BRYAN,TEXAS + PH.979/846-6212 DUCK HAVEN SUBDIVISION 188.04 ACRE TRACT B. McGREGOR SURVEY, ABSTRACT 170 BRAZOS COUNTY, TEXAS OWNED AND DEVELOPED BY: SMILING MALLARD DEVELOPMENT, LTD. 3608 EAST 29TH STREET BRYAN, TEXAS 77802 (979) 846-4384 (10 81'-, r- n , cJ c Existing Overhead Electric Line ( 8 I - - - -------* -- - - < C <C - - - - RAILROAD 4 ti _%- 1286.09' RIGHT-OF-W Sprint Telephone Line 6' CRi=050TE POST 8R5. 2.37' S 53i$' Sprin elephone Line T °' - 6' CRE050TE P05T BR5. 5 47 ° 40'21" 11.6' T 11 - - - ` _ - - - - - _ 30" RCP 0 1� 5 51 ° 47'45" 1a.7' - T - - - - - - - - - - - - - E-319.11± - - E - 2" IRON PIPE FOUND 90.00' ___ _ `- N 55°33' 15"W� 11.5' (End of Fence} T 1os.90' E-119.30' E� 157.63'-- E - _ S8+�+ E` - _ _ tjQTj•6rj' _ 81.59'- - 94. - - E = 107.41' 79.69_E- - 108.90' - - 108`90' / / �,- - CROSS -TIE FENCE CORNER -' E-26 6' Y- E __ E 55.06_ - E _ E - - - - - E - - 485.52 -E_ - -_ - -E- - - h I 1 /2" IRON ROD FOUN BR5. 1 /2" IRON R00 FOUND t- - 20' P LIC UT EASEMENT / ON-LINE (2.28' to cnr.) BARBEDn WIRE FENCE _ - - - - - - - - - - - - - - - - 5 50° 02'58' E 30.21' ON-LINE (2.37' SW) / fN { 20' PUBLIC UTILITY EAS MENT - ) / n 45.2' o o 1 z / I ^1' 290 ,7 N E 4 01 (� (Z, CRE05OTe P05T BR5. ( 1 I / / I 1� ,' , �� ) L- „o� •• (/ pw{{� { J a o� �� �. �2 /4C. I I 1 ��OL 5 6S 46'29 W 3.7' W 1 1 J I I I z j Iz I` . �c�`° I rn' U_ un { I { N1 300 1 I 1 ,� C`(. R� C`�. z z z o, C - '9 ' 1 ` 1 I ROSS-TIE FENCE POST (Online)' j'�-,i� �As��� - - S 5318'40" E 470.93� 1 ��� �.�� Iz (A � m �? - - - / - S L\C �� �W _ - - -�---- - - M 'n , �� � q t, z I cam•, j p Z N - - T - - - - - 1-I - - n L J 8575'46„ co { �{ P�8 { o m I (±i I tS\ L _ V1 '. co N N \ Izo I � '�' �---- -- .4 1_ V z v c v W N O m v (� / W I , C=661 ' M 16 W (�GF�$ { { S32'50'35"W 10 *� - Cry Z t w v . O O 1 _ 286 O O u; ry r ,.a I _ � M 4 IV- c t L. 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S _/� / 46 13' I I 1 Cn I n n► I A I n 1 v\..O r,' Q t SANMH _ 1 5\.33 01" 4 528.25' 34 W' T //t / - w 1 ��'l/ �'A �� �_ K'/ j 1 m W 1 1• - 6 G�3I?7, G=125' 46• I\ /-----// \1 / 1 I C✓ y �Q tip I _ 527. /' 3g 41 L.125 / / n., r( / / / 7 3I o -'L�` - - -a >n I (Y? 0.69 acres C4340„W j U L� Z \ S21'03'16"W / / I 1- I . 1 - a \ 1 �C L,3$41 111- ( O 70JCCres \ "� L=1o�20' // // i.01 AC. 1 1 °'- I0 ah 300 ✓ 1 \ \ \ v I- �o Mto : M j \ \ / q I` - N 43.38'50" b+ °,� { 3.52 / / 431.38' I I 1 I "I 7j I 0 1 i- 1-`--: t 269.27'�`1 \ i 6' E 25 \ x / S 53'18'40" E i__ -- I 1 n \ 1 s -, ✓ o ttr { O$� 31"W 1� \ / - - 306.33' / 125.05' I W I cir is \ N co �-tr O d I w �,,,,3 3 S 63 S'2832\ / i / I( 1 0 1 0 ,� - I ,n in w - 1 N U -> '�,{ c0v4c� I C.101'S5 R f \ / / / 1 \ /�� o t ,n - y -n I 'Q � : I I [af -7 co L,101. _ / / Z I I A \ (A I o moo^ `� Ed � ,u, N N U W / S3l'28'39'yy a � ( ♦ 109. I - % U , _C I 17.67 0=42.69' { <n W \ Pj \ / S08'41'30"E , r*i I ° - I - o !1 t �z i1_ C U ^ (�.) acres L- - '0 S27.20'10 61 QC(eS ,, 1 \ , C=271.14' - - -390- - III hp 1p in z it S� U N -42.75' z cn I 0.53.63' ;� k L=277.79' / i /) ni \ I CR055-TIE FENCE CORNER v n '� I N 4533'23" yy L,53.8T 2g0.67' / `T 1110 BR5. N 24°37'S9"W�4.0" �_/ ° I Q z 11 .. r _ `mot I IJ0 11 _ %; ,26" E :._:,... / / Im I I O 1 1 - Z , 4 286.73' 63 OS _ - >C / Ac• \ 1 /2" IRON ROD FOUND 1 z 1 •� Q S_ p4 56,22 yJY W i.00 1 I O G , \ s 5 'l 1 ON-LINE 30.5' SE (.el io 1 n C=23.q CRO55-TIE FENCE CORNER 1 ( ) I 1 , SCALE : 1" = 100' - t L -_-_ `- - - MASTER PRELIMINARY PLAT^r NOT FOR RECORD 1-11 d ,, t \ �) r- t \ n �) ^ 1 ( L) / r- \ / n �� " ^ �- L) n t � -r -1 -7 / \ L, IVI C \ 7 I\ L- \ 7 \./ I\ %.. U I\ V L I n L, %: I I\ M v I I / lJ SHEET 2OF3 UNION PACIFIC RAILROAD - 100' R.O.W. (PORMrRLY soUTNE•RN PACIFIC RAILROAD) F.M. 2154 - WELLBORN ROAD (l OO' R. O. w. 25' WIDEASP-HALT PA VEMEINT) 4" X 4" Concrete R.O.W. Monument found C14 (A FN _N w - - E - - rnco F_ -_ - - \ - T I 1 Telephone Pedestal \ I 11 - 0ti I T 24" RCP 1% _ � GTE Underground Fiber ptic Line _ - - _ _ - - - - - - T T- _ - _ - - - - - - - - - - _ - I I QWest Underground Fiber Optic Line I /2" IRON 6' CRE050TE P05T 8R5. I 000 5ET N 44 ° 01'36" E- 0.6' " CRI=050TE 005T BR5 W 1/2" Iron Rod Found (unless otherwise specified) • 1 /2" Iron Rod Set 0 WIRE FENCE 0 E_ - ao ll • PROPOSED 6" GATE VALVE14 i��8 SANITARY SEWER MANHOLE SANMH 0 C,J PROPOSED ELECTRIC LINE E E C) PROPOSED SANITARY LINE PSS • w % (6" Sanitary Sewer Line with 4" Service lines) i -- F- 8 (DPROPOSED SANITARY SERVICE (double) �•\ ,,' �,l `� Direction of Drainage (Flow) & Structures 4� _-I '> <C PROPOSED WELLBORN >' S.U.D. 6" WATERLINE Pw Pw- _ . I�� I -I- 8 �- (Double Service = 1 - 1 /2" service line with 3/4" meter.) (Y` _ D F _ -:i (Single Service = 3/4" service line with 3/4" meter.) . 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N ,/ / 16 \, N _ o NI/ `i I � / \ TREATMENT SITE � \ 1 ! >z �\ J i� -' �1 v`) / 1 '1� - Z /zl1 �^ �I �/ / G\9 I / \ es, \ C� N N , .- o Z / t ! \ �'�. \ C,, W z / I / \ ui z f of o i / \ \ \" n - S - N 44 32 06 u� _ / � d `r 2 11 i y \ ! _1 W ���- ` ' - _ _ �t - - / S05'4 \-700.00' N v 1� l G'\ / { \ \ , J I \ \ 2$532 g5 = 24" RCP - _ - - - u> 24" RCP ® 1q / / 0=927»E ! `sA \ _ - / \ � \ `' 1 _ / _ '` \ - c� G Ct 0 Z 6.91' C �. - / O � 280 I \ ` >s 1% / // I L=132.17' ^ 78 S 4432'O6" E / 1 `� I r^ 274 2. a _ 70' 155.00' / ' I I \ \ 1 \ N 4432'06" i / I _ PUBLIC UTILITY �/ v -�' w 25 z4" - / - _ - EAseM 1 ' � / / / C _ 0.0 0 NT \I\ \ 0 O RCP / - ;_ CON �1 _ - s _ G � _' ! \ q`l 32 06" -� i ' <b N 44'32'0 , 5 O y I \ W - N 44 32 06 \ y " W G6 f' _ \ 1 SOT _o c's e$2 y5�° a °� \ fY� \ NC52 °° 0 E „POST 8R5 -- „ 210.00' / / ---- f G. 6 j. \ !! 0 / / \I 9'23 F 0.85' 9$5.32' _:19 ml 3p, / QQ / a / _ - `�! h 272 \ \ ` L. VI I, r\ _ / v eRAINAGE EASEMENT 2CJ / �- is o `� / / I I 1 w� IRNO U / 0.9p N �� , \ C33 �,� ocre{s / _ �20_ PUBLIC - n UTILITY EASEMENT _ - - _ - - _ \7 v_ �, .: U I%� t r- iC34 �30 j N 443__-_2'0_6 W _ / vvii CaJ l�rn^ ,o o o U j /U)i / 1 _ Q: cd \ 3 _ _ - _ \ L_ f' A ,� \ d W I z 3sD.00' / 1'1 U \ 1 N jj�W, N a' cn �N I 270 \ BARBED \ 3 - _ _ _ WrRE FENCE ` � %. ; , _, / �= M ,'L ( �' d I 0 / � I ��, \ ----__ 29 o � I ., r \� \ - _ _ _ / �� �. / I -' (o'er, � I { y \ f 3 -'_ -1550.29" ` - - _ G / / N 87 acres m I- 7 U I I N { OGte k °kp ! •\\ FO 280 282 284 2 t1 I r r- , - - - _ / ' I 44 3-`_`- 4 � ° "IN ' N 1 to 't elf ! ¢Q 86 288 kj I L, I 1 N 443 +Qb'r �( �r 3' - / / 1 � ✓ ` - 380 00' - I `t 't I 0 %- 290 v I L L_ �_ I -- / I - z I ,� \ 1 ---�/ _ - 1 290 L, I A _ - - 87 I. / 1 S\ 44'32'O6' E 141.30' '`, L': ,- _ _ acres I� 1 �' n /'. .r , 3 -- _ _ _ o �' 1 d I 2-so.00' ,5.24 ACRE � _ 1 o COMMUNITY PARK 1 v \*� _I t 0 \ 1-1 / / SANMH 0 57 Ocres o,---"'��2$ .� ` ` \ � � � / 2765gg'-25o.00. \- -- - 10 \ \ \ 270 r '/ C, EUC,E 288 �� ---_ _--- - - - _ (on _ _ _ BARBEp I� �\\ 272 DUCK HAVEN SUBDIVISION �Ava�3.�9 Es,� 286 , , - --- - - _ _51 _ _WIRE FENCE20' _ _ ' i. ` 274 188.04 ACRE TRACT B. McGREGOR SURVEY, ABSTRACT 170 BRAZOS COUNTY, TEXAS OWNED AND DEVELOPED BY: SMILING MALLARD DEVELOPMENT, LTD. 3608 EAST 29TH STREET BRYAN, TEXAS 77802 (979) 846-4384 PREPARED BY: KLING ENGINEERING & SURVEYING 4103 TEXAS AV. + P.O. BOX 4234 + BRYAN,TEXAS + PH.979/846-6212 �� . 159, Ply, ,,01 T'7. C- r, UJVP,L4 T D VACANT L 0 � --a PROPOSED 6" GATE VALVE SANITARY SEWER MANHOLE SANMH (0 PROPOSED ELECTRIC LINE E E PROPOSED SANITARY LINE ^SS (6" Sanitary Sewer Line with 4" Service lines) PROPOSED SANITARY SERVICE (double) \ ,I/ Direction of Drainage (Flow) & Structures �" v PROPOSED WELLBORN S.U.D. 6" WATERLINE Tw „ (Double Service = 1 - 1/2" service line with 3/4" meter.) (Single Service = 3/4" service line with 3/4" meter.) PROPOSED WATER SERVICE (double) \ 284 5.60 --_ _3 -� . 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