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HomeMy WebLinkAboutESTATES AT RIVER RUN PH3 BLK1 LTS1-5 PP/ / ' WID� SAP}ITARY-SEWER EA�EJfv EI�1T, AcS ILL FROM THE METTE -&' BOUNDS DESGI�PT VOL 1584; PAGE 31* & VOU�. E 1614 AG 2 J ` /� V(5' 361 LOT 1 1N RTF 1RM�Y" - NCO FR OR EM RL fYJ:�j A mowE,LL & DOR f-fE?WEE / QL ! E 2 PU. 22 VOLUME 2995,E zz 'LOT7 NOW-OR_FORMERLY W�R�R E � \\ \`NOW �F4 GUMMt RA R.�UM6d1NGS Y S Qt7l G\ L K ARK_ R€�SAaA� V\ OLUME 3�93; Pt� 2 \ V91 UMEO PG `-�46\ UME 3343, PG. 222 \ �.. �� Cam` - \ , ` AM€S SCFI�cGG_TGH�j/ o 4W IE NOW OR'F \ \LOT 1\ \NOW OR` F0 f J& DQR _ , NEH+ M IV V.OL�RE 2995,, PG. E-k \ 5- S � L F 331 ,\ PAPE 51 \ ��_ / - NCEr1-1 /~�ST '. /00, f r �syl /•.,�� t1 \ NITARY SEWER MANHOL AND t �45 / � �/'A. APPARE�fT ACTU LOCAT N OF PEWERLIVE ACRE' WIDE / � '`> APPR� 2 ACR tt111111-ROAD- R..O: -. eE r . I ' ' I 'R„ 4°49'2Y' --A= 22'54 - j-- _' ` �►j U 33 157 KT G A "K10 � 1 0=36°52'14 RAD20 '201.40 Ranh I / ` R= O6°5S'07' `� �'_37°22'37' • ( \ \ , ` \ _ �� --��-�(6\ K, J ' /' p / �/ A GUARD - / Kg `` \ \ 1 \ --� ` K ( '1\ \\ L- _ � /'I-- "o, / f t l �\ `, / NOW OR FORN1i=RLY �/ <2\ lop..* \ \ ARO `R \ �/ / M w /�K R- o' ES0 Y �c LT� G%B�0 N\VO U�1E �242�PG. A '� --__ ..� �\-22°�r' \ \\ \\ \0 WT[5L< OtNfPEL 1/-�. Q t � � ✓ i � � \._ --� Fo GAf31 PELIN E tJAbtta T; ✓/ �f RETAI ED iNERAL\ U�F�C I rp(7L oF �`PAtL .SE/•EAS�QF 3 G 2E `SURfiC \ OOO /rJ. \ ✓f/' - // �` tF0YR F/ 4E/RLYLOODPAIN LINE / \\ RO ERT & JOYC JROGER p 11CC \ f' ^` \\ \ / Xl )1� UME 616, GE/, \ \\\ \ \ ___.tea �' MOW OR O \�= ii�/ -z-- F �' \ "-� f . f�l L` \ \ \ HENRY W & LI N pA G 0 N L \ \�o - ��GEO -B �c ail �.Y • � ��---- __ f ... \ --- VOL6ME 33 P GES 1 - VOLUME 3N", 3 ,\�A 1�9 - % °6D ,24Q- NOW OR FORMERLY G.W. LIGHTSEY VOLUME 706, PG. 732 SANFrARY SEWER MANHOLE/ _ • • e �// \\ /� `' /L /N 9R FO MERLY / \ / - \f!!t- 1 /� RICE KVD N: �A W B_ SCOTT- > \ �// E T T E �i /T r t r\ V i f _- // --V'OLU A 7 Pj. 339� W- / YI �•�- � �/ / f �� / \ \\ \ i- fig' .WIDE 6"t1 zAv�AS 16f-t 14LEASELEASE VOI IIM ,2219> ,f `{�TtP ` OF SURFACE RHT \ �• �' •� "-- ARY S�. HOLENk k. \Oip ' WIDE P ATE ESS t3► EA SEMENT• VOL 1 PG 286- ` \� l\ / PARIIAL RELEASE OF RFACE RIGHT, / ` �' TATE ��f ( IL WEL ACG€SS ROAD) \/ "' WELLTv �� 1 IBC I �� E (f /� /�� �,��. � � � i i I I 1 �:., � 1 � _ .� . \� � ____• .--- � �-- - � 100 YR FLOODPLAIN LINE \ NIT KT IF cv OUTLET STRUCTURE F \ ' • • - -!r � \ \ Q.9 L17 \ A / \ ` as �( �! NOW O FORMERL zr \ / ONLEE STATE f ` \ WILLIAC. 8e JE M. C VOLUf4Q 2388,�PG. 65co 470 41\ • \ \ �70 �\ / 4.11 Vf C f CITY NC�P N.T.S. PROPERTY L NJ ■ LIVE- TABL NO. DIRECTION DISTANCE NO DIRECTION DISTANCE L1 N- 7705W39' AP t71.3W L26 9 10°19-'1-Er Y 1-od& LZ N 62&OZ,3Cr W T33.96' L27 N- 3(Y T3'29" tit T32.6 t' L3 N 28022'54 W 87.95' L28 N 60020'59" W 69.80' L4 N 64°26 01' W 95.93' L29 N 81012'21" W 76.80' 1.5- W 67022 43'' W 15�72' L3a N- 30°55'1_a" W 96,17' L& N 5 T'U4'T9" Val 29S.ST' L3T N- t5'Z7'T5" E T70. T5' L7 N 70051'37" W 188.90' L32 N 54907'24 E 241.60' L8 N 58005'19" W 194.57' L33 N 38°06'23 E 271.66' L9 W 58905•'19" W 19-.4-W L34 N- 7a°244-V' € 150-M LTO N 66°28 C W tM46" L35 N 280-36'T3" E T09.02' L11 N 71017'02" W 98.16' L36 N 44034'19" W 115.47' L12 N 12050'35" W 41.40' L37 N 57004'32" W 250.78' L43- W 18923'5-1" W 53:9-1' L38- N- 73°5534" W-- 140.72' LT4 N 470-T431" W 4S Og' L39 N 51°081-8" W- 240,.29' L15 N 67013'13 W 33.61' L40 N 25°53'09" E 196.79' L16 S 27013' 16' W 33.38' L41 N 08° 13' 1 1" W 308.85' L17 S O4 3W W € 84.Oa' L42 N- 05°50'59' € 122.52' LT8 N 8Y35'04' W 37.96' L43 N 28o-37'29" W 122.06, L19 N 75001'58" W 437.20' L44 N 67015'45" W 81.86' L20 N 88040'04" W 113.23' L45 N 39038'25" W 121.96' L21 S W24-W W 49:63' L46 9 4704330' E 10&24 L22 S 720-56 32" W 96.46' L47 N 47-43'3Cr E 722.79' L23 S 83005'37" W 70.33' L48 N 65017'27" E 398.52' L24 S 62°19'42" W 142.07' L49 N 30045'20' E 131.51, L25- 4 1€i°2445C>' E 159.78' ACC Re JNE TABLE NUMBER DfR€CTKM DISTANCE K1 S 83007'07" W 430.06' K2 N 78011'347 W 78.78' ►43 N- 8-395-1'44" W- 44� 84' K4 N 8903T'557 W T46:49' K5 S 88003'21" W 193.93' K6 S 85038'37" W 383.64' K7 S 6-7912'30" VHF 15 81-' K& S 60a08'T9 W t9.7t' K9 N 56°25'34" W 78.88' K10 N 59004'41" E 89.44' Kit S- 75955!18" E 158-1' KT2 N 85"-38 37- E 393.674' K13 N 88003'21" E 199.83' K14 S 89031'55" E 146.49' K-157 S &720'29°' E 178.64° KT6 S 6Y5T'44` E 46T.63' K17 S 78011'34' E 78.78' K18 N 83007'07" E 385.21' K19 N 64925'49" E 8:4-5' NOTES: 1. BASIS OF BEARING IS THE PLAT OF ESTATES AT RIVER RUN - PHASE ONE, AS RECORDED IN VOLUME 2-18-2, PAGE 31 2. THIS TRACT IS AFFECTED BY THE 100 YR FLOOD PLAIN, AS GRAPHICALLY DEPICTED BY F.E.M.A.-FIRM COMMUNITY PANEL 48041 CO200C, JULY, 1992, AS INDICATED. 3 ALL PROPERTY CORNERS ARE MARKED BY FOUND 1/2" IRON RODS UNLESS OTHERWISE SPECIFIED. 4. THIS TRACT IS NOT AFFECTED BY RIGHT-OF-WAY EASEMENT TO WELLBORN WATER SUPPLY CORPORATION RECORDED IN VOLUME 303, PAGE 263. 5. THIS TRACT IS ALSO AFFECTED BY WARRANTY DEED RECORDED IN VOLUME 1908, PAGE 085 OUTLINING MINERAL RESERVATIONS AND EASEMENTS TO THE EXTENT THAT THEY ARE PRESENTLY VALID, 6. THE CREEK BOUNDARY IS SUBJECT TO CHANGE DUE TO THE NATURAL ACTION OF THE FLOWING WATER. ROM 1. A "FLOOD PLAIN PERMIT" WILL BE REQUIRED ON ALL TRACTS PRIOR TO THE CONSTRUCTION OF ANY STRUCTURE. THE PERMIT MAY BE OBTAINED FROM THE COUNTY ENGINEER'S OFFICE AT: 2617 HWY 21 WEST BRYAt,f, TX 7780 (979) 822-2127 2. ON -SITE SEWAGE FACILITIES (OSSFs) a) ALL LOTS SERVED BY OSS -s MUST COMPLY WITH COUNTY AND STATE OSSF_REGULATIONS. ALL OSSF CONSTRUCTION MUST HAVE AN "AUTHORIZATION TO CONSTRUCT' PERMIT ISSUED BY THE BRAZOS COUNTY HEALTH DEPARTMENT. THIS PERMIT ENSURES COMPLIANCE WITH COUNTY ORDER ADOPTED BY THE COMMISSIONERS COURT OF BRAZOS COUNTY, PURSUADLT TQ THE PRQVLSIQNS OF SECTLGR 2-1-Q84 OF THE TEXAS WATER CODE b) ALL LOTS WILL BE REQUIRED TO HAVE A SITE/SOIL EVALUATION ON FILE WITH THE BRAZOS COUNTY HEALTH DEPARTMENT BEFORE OSSF MAY BE CONSTRUCTED. c) OSSF DISPOSAL AREAS SHALL NOT ENCROACH THE 100-FOQT OR THE 150-FOOT SANITARY ZONE OF A PRIVATE OR PUBLIC WELL, RESPECTIVELY. d) OSSF SHALL BE DESIGNED TO WHERE NO DAMAGE WILL OCCUR TO THE SYSTEM DURING A FLOOD. e) A PROFESSIONAL ENGINEER MUST ADDRESS TANK FLOATATION. f) ALL ELECTRICAL COMPONENTS (SUCH AS ALARMS, JUNCTION BOXES & COMPRESSORS) ARE ELEVATED ABOVE FLOOD PLAIN. g) TANKS & ELECTRICAL COMPONENTS, WHICH ARE BURIED, MAY NEED TO HAVE EXCESS SOIL REMOVED FROM SITE, DEPENDING ON SLOOD PLAIN STATUS PER PROPERTY, 3. WIXON WATER SUPPLY CORP. WILL PROVIDE WATER SERVICE FOR THE SUBDIVISION. E r1n 0 fz ; n E W 0 U Of Q per. 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