Loading...
HomeMy WebLinkAboutDrawingsif All i�ij STA 0+00.00: SANITARY SEWER LINE "S1'> \\ ! , ��19i i �'�• All ,REMOVE PLUG & TIE INTO ! j +�s!( 1 ;� 'A i -'� \ \ \ �� \\ \�\.,\\��y��e���='` I r •�41I"fEXISTING MH #93 , 'STA. 0+81: DU/ AL /i �/! / !�// // O29 // t r //► - i-!..t,�l /? /j` "t ,i'i! �- j. ! I�i;i "? � =r =I! LJ, !i �l ! I 1i, ►®,j!�i!i', Ll J,1.!,L .'L/71ji % LONG SIDE SERVICE 17 ,I! if 'r PROPOSED STORM SEWER ` ' x f�� f I Ts:I!1 � o so 60 I.B. SEE SHEET ST -01 mw -..9 1 I j t 1 , i - ► ' ► , 10' P.U.E. I SCALE: 1" = 3W \ \ `t15'.U.E.//r SA. 2+10: DUAL LONG SIDE SERVICE r 24 1 1+7 '.'�• i (j I J I ' i L \ // by !�? (j e j i% ! i J + ti �/ STA. 2+71: SINGLE STA. 0+00: SINGLE r I J ! �� / \ III ' ►. ' ' I ! ? } 1 ; s /; ?►! j LONG SIDE SERVICE -SHORT SIDE SERVICE \ �� I �Ai i i ; I •` ! if I i' r-, J� i/'/ PROPOSED WATER \ I I 6 PVC (SDR -26, D3034) ' i j ! : t + 1`'I LINE "W1" ► .\ % 21 SANITARY SEWER LINE i SEE SHEET W-01' I F +Irii � ; ! � i (�, E� �. r _ . ; '`' + ! t ; • , I ! i ; 1 ! f ! ;i ` STA. 3+�3: SINGLE,- �' LONG SIDE SERVICE { STA. 4+13• DUAL �J'� 1 r t ; ,,� '\ i b� l r 1'R•e' I� f : , j J i 7`~ r� �; LONG SIDE SERVICE I I . 1�'Xp `�� .�° J.B: `�•!�,�? j ? { i {i,,,� t (; ; j ' + i ! 1 ~!-' -f I i ! ! STA. 5+15: DUAL } ; { d ; f I ! I STA. 6+20: DUAL 1 ! ' , ! .... ! ! ! ! LONG SIDE SERVICE .= - I I '��' ` {{ I j -"" ` (! i LONG SIDE SERVICE O� !i```'i IIM,.I.�1s�i�1�j �--. -� �tf�IJ ! (I i ;( '., / �.� O _�' ►.1I1?i;!8-, I i?lj�I il� 1{I?( -1 T,! 'i ii L _ ...• ✓�i' a•.a—=..! i I I, f I! 1, i t( f ! t I i i --- ;--•,..— .._- I_ — ? I — 77 — — — 1,l li, I !I I ! 'i ! 111 I i Ali , I ! ! r t 1 �� , � �? -.. �"'"�--.,. /-•-=.:..:.,, j ; ? i, I ! I I. i j f 1; I 1 r I r r !?? I I M.,Q M`,9' M 9 • M I M.9 •9. 9 ,Ilii l ! ( i i' ilii it i T.,.. t i i l� fill !II,I .I fil j !l !i . ® / _I_ .,.�„� �t '��. r ! Imo. t ..� IJ _ I !DAK 4 S W 11' if MEADCw ! 1 �•-v�JP I 6" PVC (SDR -26, D3034) ,i- / STA. 0+92: DUAL hili!; i!!� / ! ! I il;? I!!� 1} (,.,� I ,r LONG SIDE SERVICE �; ; ; 1 ; , . 1 ' ! SANITARY SEWER LINE S1 6 PVC (SDR -26,'D - STA. / r I ; . ! , I i i ! i ? j ! , ; f ;'';' / I SANITARY SEWER LINE S1 ;�i� ;,!I !,� s w �; ��I 'I� i ��' ��f ij`!'`lij�l�I., f`.I---....,_,,~�'`" i t !llil!II, !!! ,! ,! ' I , ! t I ►� '1 1 - .Jt! 1!r_!I ; i�� 1 I'l1I�� I - __.,.. / STA 1+46.fi6 SANITARY SEWER I_INE S9 ! ? ! f i I ; ! ! ; I---.,__� - ! - !, --' I I ! , 'i I , ,-1;...�,_ I j -!hill? Ij. 1 � = 1r1 �!��.lIJ ,I!�I., j � !j; ; I -t ;'i I, i ! ! I ST 2 59: DUAL `_( ! �Y I , -:•_!•?/j I,? ;;I•.!ili J:;. I,I Jam: A. + I / MH 99 - 4 STANDARD MANHOLE i # , -- _.,,; f f i if t (I.J ; 1t !. ; 1 1 I I ; ? I. ► SHORT SIDE SERVICE , ► f / t w 32s� RIM &.COVER -'. �;!;!;'!'i!I!ii! ?;��.:••`' // / , „ STA. 3+46: DUAL /' / ANG. RT.=157 24 50 (S1) SHORT SIDE SERVICE / STA. 1+67: DUAL 15 P.U.E.. /{ !► i� ' !/ ' LONG SIDE SERVICE' L l ► ' I � 22 t 21/ r 20 19 ►r 18 17 1 16 Q O r O O Q O O r ► 1 rt ► �'� t � ^� /j� � I SANITARY SEWER -LINE S1„ - PLAN S _ -- - - - CALF: _ -- ,,, I . . i;I!tIjl!I;I1 1; i j---�'-,: i 4'SW f! '!; i ?Ili !;I•! � t ril ,- 0 _ , i l l i' j j i !!!' i ' i! 1 I ') I i l' '_ ��, I t Y i V , i , ` 1 i ! if filll l 1, if !! li � IIlr IIi i , , i !ll (Ili1111 I I iI!6,+OOtlil!'i!!IIt i111! ;, I, ,.1 1 �, - t r ! 1 lil�ltll�I`48138"1 I! I !li ! !;J fill '! ! 'NI! ! �i # "I-I�I�iii I' STA. 4+35: DUAL I _ r I ! r ! ! 1 ? ! t I STA. 5+24: DUAL,' f I Li ; I! i I i, �J SHORT SIDE SERVICE - 11 ,. ! SHORT SIDE SERVICE / • STA. 6+14: DUAL STA 5+37.19: SANITARY SEWER LINE "S1"" I / SHORT SIDE SERVICE I MH #100 4'0 STANDARD MANHOLE 15 P.U.E. (! +1 ► w/32" O RIM & COVER L? J L " ' � ANG. RT.=170'3413(S1) 13 12 1 unE K D Now i SUBDIVI$ION'/ f , II .3 i i SECTION. 2, -PHASE THREE +60 V STA. 0... STA. V BENCHMARK DATA: 14 IN PAVEMENT AT THE NORTHWEST CORNER OF THE INTERSECTION OF ROYDER ROAD AND GREENS PRAIRIE TRAIL. (ELEV.=296.31'-NAD 83) Z m T. B. M. 60d NAIL LOCATED IN NORTH SIDE .OF PAVEMENT OF GREENS PRAIRIE ROAD APPROXIMATELY 342 FEET WEST OF 2-24" RCP ROAD r *� (ELEV.=342.19'-NAD 83) PLAN NOTES: 7607 EASTMARK. DR., STE.250F <77340> F= GN -03 FOR CONSTRUCTION NOTES AND s 7rc3 POST OFFICE BOX 9253 z UTILITY DETAILS AND B/CS CALL BEFORE + COLLEGE STATION, TEXAS 77842 DATE DESCRIPTION TEXAS]ONR-CALL SYSTEM EMAIL: civil@rmengineer.com 00 GROUND UTILITY FEATURES, AS SUSSTANTIALL! 4. WATER SERVICES WILL BE OFFICE - (979) 764-0704 �' Q COMPLETE C14 {AT LEAST 72 oIYARNINGII: THE CONTRACTOR HOURS PRIOR TO DIGGING) IS TO LOCATE ANY AND ALL UTILITIES FAX - (979) 764-0704 m ISSUED FOR t PRIOR TO CONSTRUCTION AND V d TO EXISTING UTILITIES IS SOLELY RESPONSIBLE FOR ALL DA!,iAGES DUE TO ANY CONSTRUCTION ACTIVITY. TEXAS FIRM REGISTRATION No. F 695 CONSTRUCTION SURVEYOR W W 7/5111 Li KERR SURVEYING, LLC CONSTRUCTION DRAWINGS 505 CHURCH STREET ISSUED PRIORTO 'THIS - COLLEGE STATION, TX 77841 331 DATE ARE REPLACED BY OFF: (979) 268-3195 THIS SET & SHOULD NOT FAX: (979) 691-8904 BE USED FOR CONSTRUCTI l >s 4 OF T ,�p•(E Ek•9 i^ o .r t Irr--jj-- _ Z t V7 W N A. / •.... CA • W - t 8 83. ./ z:-_ O O Lij (_ 328 0 O +J---- Q sU) Ld ins I Q 'S (n - I o -- -� U J w ��' r - r i In U (A ' -Q 1o -f-�: U) 3 Ir BENCHMARK DATA: T.B.M. #-1: 60d NAIL LOCATED IN PAVEMENT AT THE NORTHWEST CORNER OF THE INTERSECTION OF ROYDER ROAD AND GREENS PRAIRIE TRAIL. (ELEV.=296.31'-NAD 83) Z m T. B. M. 60d NAIL LOCATED IN NORTH SIDE .OF PAVEMENT OF GREENS PRAIRIE ROAD APPROXIMATELY 342 FEET WEST OF 2-24" RCP ROAD ri (ELEV.=342.19'-NAD 83) PLAN NOTES: Q F= GN -03 FOR CONSTRUCTION NOTES AND s 7rc3 0 1-.W m (/)-r z UTILITY DETAILS AND B/CS CALL BEFORE + MARK DATE DESCRIPTION TEXAS]ONR-CALL SYSTEM C) C1 C% Q 00 GROUND UTILITY FEATURES, AS SUSSTANTIALL! 4. WATER SERVICES WILL BE >_0 d Z �' Q COMPLETE C14 {AT LEAST 72 oIYARNINGII: THE CONTRACTOR HOURS PRIOR TO DIGGING) IS TO LOCATE ANY AND ALL UTILITIES --�•�• uj ` � < C)� ! ) Q m ISSUED FOR t PRIOR TO CONSTRUCTION AND V d TO EXISTING UTILITIES IS SOLELY RESPONSIBLE FOR ALL DA!,iAGES DUE TO ANY CONSTRUCTION ACTIVITY. �••J CONSTRUCTION W = W W 7/5111 Li ., V)V CONSTRUCTION DRAWINGS vI z ISSUED PRIORTO 'THIS - 331 DATE ARE REPLACED BY THIS SET & SHOULD NOT BE USED FOR CONSTRUCTI l >s 4 OF T ,�p•(E Ek•9 .r t _ Z t N A. / •.... CA • - t 8 83. ./ z:-_ O O BENCHMARK DATA: T.B.M. #-1: 60d NAIL LOCATED IN PAVEMENT AT THE NORTHWEST CORNER OF THE INTERSECTION OF ROYDER ROAD AND GREENS PRAIRIE TRAIL. (ELEV.=296.31'-NAD 83) Z m T. B. M. 60d NAIL LOCATED IN NORTH SIDE .OF PAVEMENT OF GREENS PRAIRIE ROAD APPROXIMATELY 342 FEET WEST OF 2-24" RCP ROAD ri (ELEV.=342.19'-NAD 83) PLAN NOTES: Q F= GN -03 FOR CONSTRUCTION NOTES AND s 7rc3 0 1-.W m (/)-r z UTILITY DETAILS AND B/CS CALL BEFORE + 41 Ir � Li o 0 0 0 o SHOWN ARE IN AN APPROXIMATE WAY TEXAS]ONR-CALL SYSTEM C) C1 C% Q 00 GROUND UTILITY FEATURES, AS 1-800-245-4545 4. WATER SERVICES WILL BE >_0 d Z �' Q ITERMINUS. ALSO EACH POINT OF TERMINUS C14 {AT LEAST 72 oIYARNINGII: THE CONTRACTOR HOURS PRIOR TO DIGGING) IS TO LOCATE ANY AND ALL UTILITIES --�•�• uj ` � < C)� ! ) Q m DEEP AT THE POINT OF ITS TERMINUS. t PRIOR TO CONSTRUCTION AND V d TO EXISTING UTILITIES IS SOLELY RESPONSIBLE FOR ALL DA!,iAGES DUE TO ANY CONSTRUCTION ACTIVITY. �••J W = W W Li ., V)V - vI z - 331 331�. _ Z t - z:-_ O O 328 0 O +J---- Q sU) x--� W 1 f- I- ins I Q 'S (n - I o -- -� U J ��' r - r i In U (A ' -Q 1o -f-�: U) 3 Ir 328 325 325 - -- --- _ GRO 322 - -"^' ...... 0 C L.OF SAN SEWER 322 319 6” PVC (SDR -26, D3034 SANITARY SEWER UNE "S1" - - - - - - ---- ,,..... r -r•^ -.._— -�DRRNITARY-S ' ,,,, ....... .�. STA. 6+2(F DUAL LONG -F f L=31 -8:99 - 31 - • --{ ...� ...� R- 1 . ' = • • �,,,.,. -- — — - � �--- ...�. - SA-1- 4 IDE -S •67-.--DUA U LON. R S -TA --2-+-1.0 —S-EEta--C-GNNEGTIGN)- IDE- D SFRVI('F DI±kL--L-8I�t0— -5TA-3+ -L-ONO-SI�DE SE -� /l. 31• SIDE SER ICE VICE - - . : F/L=316 90' STA. 5+15: DU ' L LONG ETA I E - SIDE SERVICE 316 STA. 0+92: DUAL LONG F L=312.71 SIDE DEEP CONNECTION) F%L 317.89- o 31 3 _ �TA._0i:EW. SIDE DEEP SIDE Dtigl-LO7 CONNECTION) SERVICE SERVICE II oil4' F/L=314.71 ��--SERV(all E - - i_6 �� _ �� powwow - - F L=311.81 50.00 NON 'S BACKFILL- 310 -- .---- -L.F.. OF UG -TUI -AL- -- -mono=l - �--- - - 310 -- 6" PVC (SDR -26, D3034). - • SANITARY SEWER LINE "S1 ". _ _ son= - 691 PVC (SDR -26, D3034) . SANITARY SEWER LINE "S1"- _ 110.00 L. F. OF - _ NON=STRU TURAL - BACK LL _ 409.00 L.F. OF NON -S UC RAL BA KFILL 307 r • N - C-TURA-BAl'KFFL-L-- -sT 9:00-L:F-.- IJG�ORAL-B D ,_------ C-KFIL-L - I, 3 07 F) t0 = r r. M o0 N —r1 t �T t� �- II- in 17 = in i� L0F41 t,ri t4") IM j 11 11 - U Il II II II 11_ it - 11- .�.. m 3 Li EL u I� li- I� lt- J— Li I Li _I ti J L� lL —N w IL J L> J Li Lt J J 01-00 1-1- C�t� .2+-00 3+ t � 4+00 5+' 00 6+00 BENCHMARK DATA: T.B.M. #-1: 60d NAIL LOCATED IN PAVEMENT AT THE NORTHWEST CORNER OF THE INTERSECTION OF ROYDER ROAD AND GREENS PRAIRIE TRAIL. (ELEV.=296.31'-NAD 83) Z m T. B. M. 60d NAIL LOCATED IN NORTH SIDE .OF PAVEMENT OF GREENS PRAIRIE ROAD APPROXIMATELY 342 FEET WEST OF 2-24" RCP ROAD ri (ELEV.=342.19'-NAD 83) PLAN NOTES: Q F= GN -03 FOR CONSTRUCTION NOTES AND s 7rc3 0 1-.W m (/)-r z UTILITY DETAILS AND B/CS CALL BEFORE + 41 Ir � Li o 0 0 0 o SHOWN ARE IN AN APPROXIMATE WAY TEXAS]ONR-CALL SYSTEM C) C1 C% Q 00 GROUND UTILITY FEATURES, AS BENCHMARK DATA: T.B.M. #-1: 60d NAIL LOCATED IN PAVEMENT AT THE NORTHWEST CORNER OF THE INTERSECTION OF ROYDER ROAD AND GREENS PRAIRIE TRAIL. (ELEV.=296.31'-NAD 83) Z m T. B. M. 60d NAIL LOCATED IN NORTH SIDE .OF PAVEMENT OF GREENS PRAIRIE ROAD APPROXIMATELY 342 FEET WEST OF 2-24" RCP ROAD CULVERTS. (ELEV.=342.19'-NAD 83) PLAN NOTES: Q F= GN -03 FOR CONSTRUCTION NOTES AND s 7rc3 0 1-.W m (/)-r z UTILITY DETAILS AND B/CS CALL BEFORE YOU DIG 41 Ir � Li o 0 0 0 o SHOWN ARE IN AN APPROXIMATE WAY TEXAS]ONR-CALL SYSTEM C) C1 C% Q 00 GROUND UTILITY FEATURES, AS 1-800-245-4545 4. WATER SERVICES WILL BE >_0 d Z �' Q ITERMINUS. ALSO EACH POINT OF TERMINUS C14 {AT LEAST 72 oIYARNINGII: THE CONTRACTOR HOURS PRIOR TO DIGGING) IS TO LOCATE ANY AND ALL UTILITIES --�•�• uj ` � < C)� ! ) Q m DEEP AT THE POINT OF ITS TERMINUS. t PRIOR TO CONSTRUCTION AND V d TO EXISTING UTILITIES IS SOLELY RESPONSIBLE FOR ALL DA!,iAGES DUE TO ANY CONSTRUCTION ACTIVITY. �••J W = W W Li ., V)V lV) W vI z BENCHMARK DATA: T.B.M. #-1: 60d NAIL LOCATED IN PAVEMENT AT THE NORTHWEST CORNER OF THE INTERSECTION OF ROYDER ROAD AND GREENS PRAIRIE TRAIL. (ELEV.=296.31'-NAD 83) T. B. M. 60d NAIL LOCATED IN NORTH SIDE .OF PAVEMENT OF GREENS PRAIRIE ROAD APPROXIMATELY 342 FEET WEST OF 2-24" RCP ROAD CULVERTS. (ELEV.=342.19'-NAD 83) PLAN NOTES: 1. REFER TO SHEETS GN -01 THRU GN -03 FOR CONSTRUCTION NOTES AND SPECIAL SPECIFICATIONS. 2. REFER TO DETAIL SHEET MD -01 & MD -02 FOR MISCELLANEOUS UTILITY DETAILS AND B/CS STANDARD, DETAILS SHEETS FOR STREET, SIDEWALK, PAVING,. DRAINAGE & UTILITY CONSTRUCTION. 3. THE EXISTING UTILITY LINES SHOWN ARE IN AN APPROXIMATE WAY ONLY! No UTILITY MAPS WERE AVAILABLE, BUT UTILITIES ARE SHOWN BASED FROM MEETING(S) WITH THE UTILITY COMPANIES AND ABOVE GROUND UTILITY FEATURES, AS SHOWN. 4. WATER SERVICES WILL BE LEFT BETWEEN TWO (2') AND THREE (3') FEET DEEP AT THE POINT OF ITERMINUS. ALSO EACH POINT OF TERMINUS SHALL BE INSTALLED WITH A BALL VALVE. 5. NO SANITARY SEWER SERVICE WILL BE LEFT MORE THAN 3.5 FEET DEEP AT THE POINT OF ITS TERMINUS. CLIENT INFORMATION CREEK MEADOWS PARTNERS, P c/o OLDHAM GOODWIN GROUP, LLC . 2800 SOUTH TEXAS AVENUE SUITE 401 BRYAN, TX 77802 EMAIL: Jeremy@oldhamgoodwin�,.com. FILENAME: 0413S1A SCALE: AS <�OTED SUBMITTED DATE: 6/8/11, 7/5/11 II DRAWN BY: R.A.M. (I CHECKED BY: R.A.M. 11 FIELD BOOK: N/A PAGES: N/A RME CONSULTING ENGINEER S CLIENT NO. PROJECT NO. 260 - 0413 I / 202 0426 �I R N atl.ee 'eqg I x 9it€ WU�o r F _ r'r w 1 i a Vt l O•.yfyy r l FWJV w/ � / iaq � O ' oP )h w r'rti ' -0 a FF`5'D"a\ e O R / . 3 44 R / /Ve �•% l /-C_2Q© /" `I � � eL_�aia 'e r \FL. a • T / � � ��4�� w•�\I a- - g y��i � 0 FF Ld ug w X v S J l i -A/4 `'�Y n W �\\I •v OQZ- O `NI xg �/ a'b4i--13 -\ m 1 2 M, { O� §1�` wh3 .„ r S.I •:n;, w. '+ --� CiA � ' � •,\ � Z Q ,� 9�"-T 5 Yl� M .85$�LO N fl � ;.LQ Q "x ' 11 Milli �OCECCCCCCE6CCCBC0E6 M �. oL '��r •r 8- ovgX mvrR N< x'y .. . 41 1; � mn. �. w i eRq �'e a s g. 3 ffi3"n n ea=Ja�x €� cS a €3 f Vggj YON g n e &€ £gs§ j eReEgX a&gSE ypg IN IWOn NISIS @ gH9 ss €"figg Coll.; ng�"�dn FIa e gIf i¢.. 3^ �RRxR y1e ` ge ��§4� a€�x m 8� a 4Fg gkax $ae:i $� �� a � '� €a Bn x`a 3g= �` � G�a� i�'°��� & 5 5�nd'� c "�k8� b•�" E°. 1 .l� . a as E...:' y r .. ..9 ._ . § r .5 .a „s .aR; ffi .N 0! J2.1ai$1 �x913n$ Al .gip; rf.a 5E be E4 f %6 ey asI€ F% �H 8S Y = € s tl 631e aa � B g �EE} sy S §gg: tr Is a 3 5 K FIR pp ie , 151 =gym= ON, ON 4a9R E�1' �$g$�� ee E R 5 �3 E ds 3 ° S € .3= i�l�'itl 10! kfr gcg a R g' a. a 6ggE g F§gH Ea 1 E €5d. � aca� K=�nEa :n�j g� ® ays�a a °E� gg� A W4 ek €n! ; €age $eg MCI 19 WE A 11 Hill !B5 13 NO Mill q a a 9 e E. $� a Y�9 €fie R F:;gaRn. a e dg Rg� Y =$ pE fra &"yY a 3 Kd eg all d� g �� � rt �� ��� � � g� s g • �� 2E ��i;� � '�goR� egi k$£ §Rdyg �F ACD �� G � �o w vim° Wlas, all c\T; `�jq9 TT v 66J sx •��� god: �� € 7� as d> F" sF5 � kla a i S/y ItPl IVY / �'�.,9 •'` O Ya" � e `r49=nmi �- \.O E��a. � aii ''<..a"\ _ �m�•� VeaxeA 4 •\.✓ �.. ,a� ` �'i^.e �°&4i^ ,ay `;'. 1w y 00 i c'�a ; �,� O �� 8\ �$� .,.. w .,Ae ., e� 2Aa army. OO. "..c %,�,A#i. nNrr=`m' a• ymv ..^ReaS'k-aie a.a All �t� j„ sa_aaa AA"$aa \ \'•� � N� O " '—g� s ", M as;Goto N � it R O G \ QO �� � �1 - e xu°rgv Ki»•e d Y �-X Y .Y " i 3 € i Rawl; 1 €6°a€. .ai��1$8 €���#i e E e 5. E� a g ar s 4 5 ��RO@ 0 `sE I & ammyl a,* WIN � gx ka"RI € "$ wRvssa IS eta qgg W a Ra€ o a e� Rba a 5 �g e�`�a.e5 5�'; a nw@ 3 Lag �a5";B== E a Ad a 3 1gac Elf lP� .to jai ay§R��e €��a ya stio&' g '^F d a5 �" k k a=% &� €�3Ks €$a�m'a@frs:� e§ gel - a fa is f: R -L= �° a'x4 vY 'aRa a€3g a4ns"s o Val 3 Abe 3 3 ..� L a"%Rs" aR yg"g 3 &" a kR9a = c 1 td a gxR s ws �E € TV- a � gal a y. ge%R APO" 6°a • 6=$ A@ as B+ w sa 9 =s IN s e � a' e L b �� ���tl°� �=y�yea� v��3a�°S� ipppp�LgsgL�CaC��S 7a9ya9y��xa. �€�3 ! " ":� "6 .sR v4 3 ^EA: �eY 5�5 aE tt t;ga dFj nP z ^a ti Ian to E4 Fa pill •. s 9 \ 3 \ `.^ r s 4 �rc uto�n �tlara�mY � 0 gfj ag =�1 V d s gea �W as a 3 a o _ c� FEs? S I 4 tl -EF ds' S.E6 E �/B f H[ 8 � � 4 8 ajf a �s 6 r z e6 &as Scale.. 1 " = J0, Neighboring Residence Lot 21 ORIGINAL PLAT 15. Proposed Re —plat Proposed l 16" P. U.E. ts' PROPOSED RE -PLAT Lot 22 Current Residence '--22. DO —4 R=1065.00' D=02'24 02" L=44.62' r=2237' LC=44.62' C8=5 2010708" E (Call and Actual) Lot 15 Lot 16 A o Lot 1E 00 N�V,__— 15412 Baker Meadow Loop (�V Being all of Lot 22 (TWENTY TWO), Block 6 (SIX), CREEK MEADOWS, SECTION 2, PHASE J, on addition to the City of Bryan, Brazos County, Texas, according to the plot recorded in Volume 10452 Page 288 of the Official Records of Brazos County, Texas. /, Paul Williams, Registered Professional Land Surveyor No. 574J do hereby certify that this plat represents the results PAUL WILLIAMS of a survey performed on the ground, under my supervision LAND SURVEYING CO. on July 1J,, 2012, and is true and correct to the best of my knowledge. I further certify that no improvements on this property 307 South Main street, Ste. 206 encroach on adjacent property, nor do any improvements on Bryon, ?x 77803 adjacent property encroach on to this property, except as 979-779-7670 shown. ziipwicndsu"ey*ing0earthlink.net ox 979-779.-7672 k./pwlsc%lients/2012/sc 12053replotidea. dwg 08 STA 0+00.00: SANITARY' SEWER LINE "S1":-1- REMOVE PLUG & TIE INTO '\{�e! I 1 EXISTING MH - #93 STA, 0+00: SINGLE_ -SHORT SIDE SERVICE 1 1 jf-� 1 1 1 1 1 Pl-, PROPOSED STORM SEWER - SEE SHEET ST— / 31 STA. 0+81: DUAL 6" PVC (SDR-26, D3034) n —15' STA. 2+10: DUAL LONG SIDE SERVICE' H STA. 2+71: SINGI LONG SIDE SERVI, / ; , 1%u I I I I hL1 SANITARY SEWER LINE "Sl" 911 tj lit JB - � ``S 0, po:J J I ions . . .. ...... STA. 0+92: DUAL I LONG SIDE SERVICE 4 STA 1+46.66: SANITARY SEWER LINE Itsi 11. MH #99 — 4'0 STANDARD MANHOLE, w/32"O RIM & COVER ANG. RT.=157*24'50" (B STA I!ii1i LO ----------- ij P Tri Milli U .1 H 1 1 LSTA. 2+59: DUAL SHORT SIDE SERVICE 1: — c, STA. 3+46: DUAL--/ SHORT SIDE SERVICE STA. 1+67: DUAL 15 P.U.E.-y h 11 LONG SIDE SERVICE 11 1 @ 18 @ ri I qAMITAPY qFWFR LINE to S1 99 -- PLAN - VID