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Home My WebLink About24x36I I N N N c E ' 9)) M UJ I ro M . O cn Lo A M I 4 I • ' Scale: 1 - 20 Plat Bearing used as Basis of Bearing Now or Formerly I SITE BENDH MARK University. Land Partnership UNIVERSITY PARK PHASE II Fire Hydrant in the. northwest R.O.W. of University Drive near the east comer of the tract. BLOCK "V" -LOT 3D & Part of LOT 3C Bolt on the fire hydrant between the words "Bert" 8 "ville ". Elevation R 321.62 ft. 1.06 Acres (5433/35) I - °' ° , CURRENT ZONING OF THE PROPERTY: COMMERCIAL C -1 i 0 LIn N A 5 F- 1 3.3 11 E- 24 .31(Act } M rop sed Set 5/8 "" I/ S o swr tvi jH " w '� n � SF _ n -3 i 1 Truck Wash Area j t S f i CC7nCr t � .91 ` T 74 Tp ®313.41 T 31 2.50 a� a� a� - ��' Tp 31 1.79 33' 38 _ - � Ri rap rock- =31 Tc -3.1 X 74 � p p -- a.6x 31 00 M in , pieces) Tc -3 2 SOi a Tp++ '31 .24 TP =31 .23 II N Dt ------ T 1 .50 Tc 2.74 Tc 13.32 F Tc - 2.50 Ga Tp= 1 Z5 '� ' ° Flow Tp 2.24 CT Tp= 12.82 I Tp =31 1 .87 - � - - --._ I Tc= 12.50' r tope 0, 9 - - - -- - .. - .-_ - _ - - - --- i 11 .79 T -3 2.24 T 312.63 Sk T -31 1 .82 0%; ') r Tc =312.95 d-312.59 j O� p-312.45 `/ TP- 312.00 or F 11 Tc -31 2.50 Tpod= 1 2.5i 0 .sg 6 Tp- 311.87 o I _Tp a -3 2.00 - Tpdc 0 12.50 j 1 0 1! TQ 12.0 � 1 + u T -312.00 T =3 2.27 °' VIA 1 Tc -3 2.80 Tc-3 12.50 r r Tp= 1 2 00 i Tp -3 2.30 Tpad 12.59 T9- 2 I ( o Tc -3 2.60 / / Tc= 12.88 A / Now or Formerly Tp -3 2.10 Tp= 12.38 j ROSSCO CHIMNEY HILL, INC., UNIVERSITY PARK PHASE II BLOCK "V" - LOT 2 3.74 Acres (3216/114) - U _ Q I ,Roof to Drain to Back Parking Ara Only End Silt Pr oject Descrlptlon. Approximently 3000 Sq ft of off site �. Fencing material and equipment storage. Th e ro' ect site is locate P d on a 1 38 acre tract in which the roject will encompase the entire 1 38 acres FA U1 - a �� -- I `= t m c a vi 1(5 If) id in 0) U o 0 1 - A C1. / PROPOSED BUILDING (75'X80' 6000 Sq.Ft.) � °�°�� p Y a d C _ N ' Finished Fl90r Elev. _ / 315.75 ao 0 N Z - - m 1 n 4 1 1 1 "{! 1 a Tc- 11 8 c -337 4 Tc .48 p 1 p -31 4 Te-31 .9t / C? TP -3 1V }'tea - 4' 'Wl�e' . VII / \ \ 14.40 I� � I /To 310.98 / To 4.85 p 79 T 314.31 ® 10.23 e- 370.28 �% Tp -312.9 Tc- 313.58 - N j d O - sib C - M , .0 Tp�- X 14. 2 p ai Con tru t'� Ti i Exist i n Dr / / J, D e� / ' p Tp -314. t t E 4.13% T -30 .75 7 312.93 / P 4. 8 p- Tc 3 .88 9 To- 14.53 Tc -31 .72 TP / P Tp- ' � Tp- 14 0 FL-R3 .00 Bagln 2 5 0/ 1. ' Hlgh Mo o 3 r4 48 P- B "PVC PIPE Tc- 3.48 P o To 1 50 (1Q.5 L.R.) ' I y,gata, Elayation 318.25 ° o r ck Wall 13 pro�lda 24 � � O „g / Xistinq Concrete f arkinq Area The project consists of a 6000 sq ft of building with ap 0.90 acres of parking /drive area, 210 sq ft dumpster pad and encloser, 547 LF of sidewalk, and two detention areas, one detention site will be within SF �' Silt Fencing e the parking lot to the rear of the lot. Also there will be 250 LF of water line extention through the site. - - -- - - Tw -318:8 c Tw =31 6.9 Set 5 ,,, There are three driveway accesses that will be extended approximently 500 sgft off site const ruction. The 4'X4' (ro /8 I/R Iron W /cap entrance drive off of University drive will be extended and widened off which approximently 750 sgft will Ta- 3'tA:1 1 N r M p ID ' Tp�31 8.81 be offsite. ri N I t0 M Pj In In t0 t0 tG 1 I Nil p p M M 1 I Currently the land is vacant with a 236 LF x 21' Wide of drive isle that is to be removed and replaced. HF �U I /# II III i 0 . Existinq Concrete'.7rlvewau Off-Site ~ ~ ~ 1 Solis in this area are from the Yegua Formation and consists of sandstone, clay and ots lignite. o structio h e Into The recieving water is Carter Creek. / ° ( Isting DO e In I Sequence of Construction Events: N >t c �� / 1) Extention of Water Line aC 1910 ,07G pg '� % 2) Excavating and Grading Now or Formerly 3) Concrete Work STATE FARM MUTUAL AUTO INS. CO. 4) Final Grading and Front Detention Pond Work >~ ea UNIVERSITY PARK PHASE II BLOCK "V" - LOT 3A S o n 1.32 Acres ' A In W w ° II (856/499 & 1107/068) 7 j7 77 ti Tp"° 1.46 P- ,`�� TP u+ p iN _ 317 E = 319.61 4'XA' -9ron' GIftq U) Tp- 31-.f% r m o N c -316AS CERTIFICATE OF THE SURVEYOR vm o / n Mn nn N f, Donald Garrett, Registerd Professional Land Surveyor No. 2872 in the State of Texas, v ` 1 do hereby certify that this plat is true and correct and was prepared from an actual survey n \K W of the property made on the ground under my supervision and that the metes and bounds n,r eat, °^ °r n 24' _ describing said subdivision will describe a closed geometric form. C_ •� i Renw.aanQ Replace �Y'� - / Y ( l i �xlxL(:wu�aty Pavement - /t 40rox..36 LP z 21' wide t7 MINIMUM 12' SHALL 8E FULL �. �� L G . �..,`��/C........ ® WITOH OF SITE ENTRANCE Donald Garret, R.P.L.S. No.2972 0 6" MIN. DEPTH S T ONE - - .;• -• `vARIES CERTIFICA TE OF THE ENGINEER I i . .. (AISIM 0446, 3" TQ I j 5 ' D 1 AAt E T t R ? O Vt €� ) T Q i0 o 1, Donald Garrett, Registerd Professional Engineer No. 2270, in the State of Texas, do a o,rect, °� F GE O T E X T I L E FABRIC IC - 50 - _ _ hereby cer* that proper engineering consideration has been given to this plat. WITH SAME SQUARE ' $ �1 dal ¢¢ F00TACE. , o ; L ........ .............................. _ I a P o 90 Match existing I Donald G nett .E N .227 .. curt n Red a nd amens - Y 3 Psi' Mi .. T I .T v R E or E I EXISTI S --�_ -� ' Wide a p y 7.32' Etpm320.17 - 119.67 I NOTE: . Off -Site 6' MIN_ DRESS WITH ADDITIONAL o `J STONE AS NEEDED. S to nn W ater ltio nstructio ExistngCalcreteGrr ✓sway `�' STONE IS TO BE MAINTAINED. SO AS TO PREVENT Tie into CONSTRUCTION TRAFFIC P reven tion Plan Isting Dri e / g GEOTEXTILE FROM TRACKING MUD ONTO \ Tc- 317.97 / �� FABRIC ADJACENT PUBLIC STREETS. (SWP3 - 320.08 pT Ecem3zo.se 1 /t A To- 317.78 p= 1 I .5'Rad. SECTION A-A SUOGRADE , JJ for o R- To 17.77 W" / \ ng• p *3�e. ,I CONSTRICTION EXIT SILT CONTROL o - uRal® Wild Wings Restaurant 1.38 T CT 7 p -i-- - P : �: 1 "9 4 . o• �isss i �6' 1 a ® 3 v 50' Private Access 1 with �� _ = -- LTN RSI Jr - P SE II 01S Temporary Stock Pile of Dirt Storage Area Easement (B�6/27 �'. ; - / �, - .ass•oo +a.a =..aa i __� �nd. 5/8" I/R S F - Sla .- �- „ FL -31 T .50 GTE End 5 LF of 1.25' High Mortar Rock Wall TOLBOx acs, 11 ng Volume 54 31, Page 49 Fnd 1/2 I/ Light Pole {� 1 GTE M/H aid Welk - Eton of Flow Water Vgwe (to be relocated) / } l ` / _ 2 y4 vrBtE t2FSH -� O� (�� FASTENtO TO T -POST P.O. B Extating 12" Water Llne rant (to be relocated) .. -= 1 ! �DUENT Richard Carter League A -8 �- CONTRDf. FABRIC f T c 9 AS N 63 E ..D SECURELY T 17. lRi ANCE EL D G & DLST CE BEARIN ', ', .g t cl ----- 1 def k . � �. r -ter Volvo M/H T y WIRE MESH College Station GPS 31 feet M o nu ment No.122 \ Inlet 8oz Off - si t e MET T -?OST 6" Or FILTER FABRIC TO EXTEND Coll St a t i o n Brazos County Tex S 54 39'20" W - 1721.31 feet _ �� \ AS REO'U. TO MAIN ?ABd. i ^ INTO A TRENCH MD 8E ANC:AORED 1 33 11 1 Match existing Orb E Co n stru eti o n X357.7 Match existing O SPACED 6' APART / AITH =KDACTEO BACK FILL * S 68 -1A� - 2AD.-55 (Act.& Net) and pa-Vement E m3 .29 Tie 'i it ' f t and pavement .� SILT FENCE P BE r ALLOW 2 rCR SAT TOT OF Scale 1" = 20' March 2004 HAY BALES TO BE � � I SLOP= FCR SEDtNENi .0 University Drive JSED IN AREAS OF r `,( r ' t't �oUM`jA�E": DRAINAGE F Begin Si NATU_ M RrL GR CTIO OUND r rf Dg1EN OF D p �� pn �O Fencing D� APPLICANT: - -': 4 "X4" MIN. TRENCh ~l . �4 °I♦ I Charles Stone GARRETT ENGINEERING 140.00 Ft. Right-of-Way Width 20 C- ,1STONE,INC. g y t : P.O. Box 628/ 717 Ave.B Consulting Engineering & Land Surveying 6 4.0 0 Ft. Wide Asphalt Concrete Pavement p Somerville TX 77879 4444 Carter Creek Pkwy. STE. 108, Bryan, T% 77102' ^ SILT FENCE ASSEM Tel : (979) 255 -5180 Fax: (979) 596 -1285 D: \2004 \04 - 089 -Sm3.1 A 04-�� 4•r15 ofF (toot) , n � ' n o u n ui ui I p II II I I I 0 i s 1 0.0 H 0.0 � a a 1 - �1 o a a z r n - a �� -- I `= t m c a vi 1(5 If) id in 0) U o 0 1 - A C1. / PROPOSED BUILDING (75'X80' 6000 Sq.Ft.) � °�°�� p Y a d C _ N ' Finished Fl90r Elev. _ / 315.75 ao 0 N Z - - m 1 n 4 1 1 1 "{! 1 a Tc- 11 8 c -337 4 Tc .48 p 1 p -31 4 Te-31 .9t / C? TP -3 1V }'tea - 4' 'Wl�e' . VII / \ \ 14.40 I� � I /To 310.98 / To 4.85 p 79 T 314.31 ® 10.23 e- 370.28 �% Tp -312.9 Tc- 313.58 - N j d O - sib C - M , .0 Tp�- X 14. 2 p ai Con tru t'� Ti i Exist i n Dr / / J, D e� / ' p Tp -314. t t E 4.13% T -30 .75 7 312.93 / P 4. 8 p- Tc 3 .88 9 To- 14.53 Tc -31 .72 TP / P Tp- ' � Tp- 14 0 FL-R3 .00 Bagln 2 5 0/ 1. ' Hlgh Mo o 3 r4 48 P- B "PVC PIPE Tc- 3.48 P o To 1 50 (1Q.5 L.R.) ' I y,gata, Elayation 318.25 ° o r ck Wall 13 pro�lda 24 � � O „g / Xistinq Concrete f arkinq Area The project consists of a 6000 sq ft of building with ap 0.90 acres of parking /drive area, 210 sq ft dumpster pad and encloser, 547 LF of sidewalk, and two detention areas, one detention site will be within SF �' Silt Fencing e the parking lot to the rear of the lot. Also there will be 250 LF of water line extention through the site. - - -- - - Tw -318:8 c Tw =31 6.9 Set 5 ,,, There are three driveway accesses that will be extended approximently 500 sgft off site const ruction. The 4'X4' (ro /8 I/R Iron W /cap entrance drive off of University drive will be extended and widened off which approximently 750 sgft will Ta- 3'tA:1 1 N r M p ID ' Tp�31 8.81 be offsite. ri N I t0 M Pj In In t0 t0 tG 1 I Nil p p M M 1 I Currently the land is vacant with a 236 LF x 21' Wide of drive isle that is to be removed and replaced. HF �U I /# II III i 0 . Existinq Concrete'.7rlvewau Off-Site ~ ~ ~ 1 Solis in this area are from the Yegua Formation and consists of sandstone, clay and ots lignite. o structio h e Into The recieving water is Carter Creek. / ° ( Isting DO e In I Sequence of Construction Events: N >t c �� / 1) Extention of Water Line aC 1910 ,07G pg '� % 2) Excavating and Grading Now or Formerly 3) Concrete Work STATE FARM MUTUAL AUTO INS. CO. 4) Final Grading and Front Detention Pond Work >~ ea UNIVERSITY PARK PHASE II BLOCK "V" - LOT 3A S o n 1.32 Acres ' A In W w ° II (856/499 & 1107/068) 7 j7 77 ti Tp"° 1.46 P- ,`�� TP u+ p iN _ 317 E = 319.61 4'XA' -9ron' GIftq U) Tp- 31-.f% r m o N c -316AS CERTIFICATE OF THE SURVEYOR vm o / n Mn nn N f, Donald Garrett, Registerd Professional Land Surveyor No. 2872 in the State of Texas, v ` 1 do hereby certify that this plat is true and correct and was prepared from an actual survey n \K W of the property made on the ground under my supervision and that the metes and bounds n,r eat, °^ °r n 24' _ describing said subdivision will describe a closed geometric form. C_ •� i Renw.aanQ Replace �Y'� - / Y ( l i �xlxL(:wu�aty Pavement - /t 40rox..36 LP z 21' wide t7 MINIMUM 12' SHALL 8E FULL �. �� L G . �..,`��/C........ ® WITOH OF SITE ENTRANCE Donald Garret, R.P.L.S. No.2972 0 6" MIN. DEPTH S T ONE - - .;• -• `vARIES CERTIFICA TE OF THE ENGINEER I i . .. (AISIM 0446, 3" TQ I j 5 ' D 1 AAt E T t R ? O Vt €� ) T Q i0 o 1, Donald Garrett, Registerd Professional Engineer No. 2270, in the State of Texas, do a o,rect, °� F GE O T E X T I L E FABRIC IC - 50 - _ _ hereby cer* that proper engineering consideration has been given to this plat. WITH SAME SQUARE ' $ �1 dal ¢¢ F00TACE. , o ; L ........ .............................. _ I a P o 90 Match existing I Donald G nett .E N .227 .. curt n Red a nd amens - Y 3 Psi' Mi .. T I .T v R E or E I EXISTI S --�_ -� ' Wide a p y 7.32' Etpm320.17 - 119.67 I NOTE: . Off -Site 6' MIN_ DRESS WITH ADDITIONAL o `J STONE AS NEEDED. S to nn W ater ltio nstructio ExistngCalcreteGrr ✓sway `�' STONE IS TO BE MAINTAINED. SO AS TO PREVENT Tie into CONSTRUCTION TRAFFIC P reven tion Plan Isting Dri e / g GEOTEXTILE FROM TRACKING MUD ONTO \ Tc- 317.97 / �� FABRIC ADJACENT PUBLIC STREETS. (SWP3 - 320.08 pT Ecem3zo.se 1 /t A To- 317.78 p= 1 I .5'Rad. SECTION A-A SUOGRADE , JJ for o R- To 17.77 W" / \ ng• p *3�e. ,I CONSTRICTION EXIT SILT CONTROL o - uRal® Wild Wings Restaurant 1.38 T CT 7 p -i-- - P : �: 1 "9 4 . o• �isss i �6' 1 a ® 3 v 50' Private Access 1 with �� _ = -- LTN RSI Jr - P SE II 01S Temporary Stock Pile of Dirt Storage Area Easement (B�6/27 �'. ; - / �, - .ass•oo +a.a =..aa i __� �nd. 5/8" I/R S F - Sla .- �- „ FL -31 T .50 GTE End 5 LF of 1.25' High Mortar Rock Wall TOLBOx acs, 11 ng Volume 54 31, Page 49 Fnd 1/2 I/ Light Pole {� 1 GTE M/H aid Welk - Eton of Flow Water Vgwe (to be relocated) / } l ` / _ 2 y4 vrBtE t2FSH -� O� (�� FASTENtO TO T -POST P.O. B Extating 12" Water Llne rant (to be relocated) .. -= 1 ! �DUENT Richard Carter League A -8 �- CONTRDf. FABRIC f T c 9 AS N 63 E ..D SECURELY T 17. lRi ANCE EL D G & DLST CE BEARIN ', ', .g t cl ----- 1 def k . � �. r -ter Volvo M/H T y WIRE MESH College Station GPS 31 feet M o nu ment No.122 \ Inlet 8oz Off - si t e MET T -?OST 6" Or FILTER FABRIC TO EXTEND Coll St a t i o n Brazos County Tex S 54 39'20" W - 1721.31 feet _ �� \ AS REO'U. TO MAIN ?ABd. i ^ INTO A TRENCH MD 8E ANC:AORED 1 33 11 1 Match existing Orb E Co n stru eti o n X357.7 Match existing O SPACED 6' APART / AITH =KDACTEO BACK FILL * S 68 -1A� - 2AD.-55 (Act.& Net) and pa-Vement E m3 .29 Tie 'i it ' f t and pavement .� SILT FENCE P BE r ALLOW 2 rCR SAT TOT OF Scale 1" = 20' March 2004 HAY BALES TO BE � � I SLOP= FCR SEDtNENi .0 University Drive JSED IN AREAS OF r `,( r ' t't �oUM`jA�E": DRAINAGE F Begin Si NATU_ M RrL GR CTIO OUND r rf Dg1EN OF D p �� pn �O Fencing D� APPLICANT: - -': 4 "X4" MIN. TRENCh ~l . �4 °I♦ I Charles Stone GARRETT ENGINEERING 140.00 Ft. Right-of-Way Width 20 C- ,1STONE,INC. g y t : P.O. Box 628/ 717 Ave.B Consulting Engineering & Land Surveying 6 4.0 0 Ft. Wide Asphalt Concrete Pavement p Somerville TX 77879 4444 Carter Creek Pkwy. STE. 108, Bryan, T% 77102' ^ SILT FENCE ASSEM Tel : (979) 255 -5180 Fax: (979) 596 -1285 D: \2004 \04 - 089 -Sm3.1 A 04-�� 4•r15 ofF (toot) , Z - - m 1 n 4 1 1 1 "{! 1 a Tc- 11 8 c -337 4 Tc .48 p 1 p -31 4 Te-31 .9t / C? TP -3 1V }'tea - 4' 'Wl�e' . VII / \ \ 14.40 I� � I /To 310.98 / To 4.85 p 79 T 314.31 ® 10.23 e- 370.28 �% Tp -312.9 Tc- 313.58 - N j d O - sib C - M , .0 Tp�- X 14. 2 p ai Con tru t'� Ti i Exist i n Dr / / J, D e� / ' p Tp -314. t t E 4.13% T -30 .75 7 312.93 / P 4. 8 p- Tc 3 .88 9 To- 14.53 Tc -31 .72 TP / P Tp- ' � Tp- 14 0 FL-R3 .00 Bagln 2 5 0/ 1. ' Hlgh Mo o 3 r4 48 P- B "PVC PIPE Tc- 3.48 P o To 1 50 (1Q.5 L.R.) ' I y,gata, Elayation 318.25 ° o r ck Wall 13 pro�lda 24 � � O „g / Xistinq Concrete f arkinq Area The project consists of a 6000 sq ft of building with ap 0.90 acres of parking /drive area, 210 sq ft dumpster pad and encloser, 547 LF of sidewalk, and two detention areas, one detention site will be within SF �' Silt Fencing e the parking lot to the rear of the lot. Also there will be 250 LF of water line extention through the site. - - -- - - Tw -318:8 c Tw =31 6.9 Set 5 ,,, There are three driveway accesses that will be extended approximently 500 sgft off site const ruction. The 4'X4' (ro /8 I/R Iron W /cap entrance drive off of University drive will be extended and widened off which approximently 750 sgft will Ta- 3'tA:1 1 N r M p ID ' Tp�31 8.81 be offsite. ri N I t0 M Pj In In t0 t0 tG 1 I Nil p p M M 1 I Currently the land is vacant with a 236 LF x 21' Wide of drive isle that is to be removed and replaced. HF �U I /# II III i 0 . Existinq Concrete'.7rlvewau Off-Site ~ ~ ~ 1 Solis in this area are from the Yegua Formation and consists of sandstone, clay and ots lignite. o structio h e Into The recieving water is Carter Creek. / ° ( Isting DO e In I Sequence of Construction Events: N >t c �� / 1) Extention of Water Line aC 1910 ,07G pg '� % 2) Excavating and Grading Now or Formerly 3) Concrete Work STATE FARM MUTUAL AUTO INS. CO. 4) Final Grading and Front Detention Pond Work >~ ea UNIVERSITY PARK PHASE II BLOCK "V" - LOT 3A S o n 1.32 Acres ' A In W w ° II (856/499 & 1107/068) 7 j7 77 ti Tp"° 1.46 P- ,`�� TP u+ p iN _ 317 E = 319.61 4'XA' -9ron' GIftq U) Tp- 31-.f% r m o N c -316AS CERTIFICATE OF THE SURVEYOR vm o / n Mn nn N f, Donald Garrett, Registerd Professional Land Surveyor No. 2872 in the State of Texas, v ` 1 do hereby certify that this plat is true and correct and was prepared from an actual survey n \K W of the property made on the ground under my supervision and that the metes and bounds n,r eat, °^ °r n 24' _ describing said subdivision will describe a closed geometric form. C_ •� i Renw.aanQ Replace �Y'� - / Y ( l i �xlxL(:wu�aty Pavement - /t 40rox..36 LP z 21' wide t7 MINIMUM 12' SHALL 8E FULL �. �� L G . �..,`��/C........ ® WITOH OF SITE ENTRANCE Donald Garret, R.P.L.S. No.2972 0 6" MIN. DEPTH S T ONE - - .;• -• `vARIES CERTIFICA TE OF THE ENGINEER I i . .. (AISIM 0446, 3" TQ I j 5 ' D 1 AAt E T t R ? O Vt €� ) T Q i0 o 1, Donald Garrett, Registerd Professional Engineer No. 2270, in the State of Texas, do a o,rect, °� F GE O T E X T I L E FABRIC IC - 50 - _ _ hereby cer* that proper engineering consideration has been given to this plat. WITH SAME SQUARE ' $ �1 dal ¢¢ F00TACE. , o ; L ........ .............................. _ I a P o 90 Match existing I Donald G nett .E N .227 .. curt n Red a nd amens - Y 3 Psi' Mi .. T I .T v R E or E I EXISTI S --�_ -� ' Wide a p y 7.32' Etpm320.17 - 119.67 I NOTE: . Off -Site 6' MIN_ DRESS WITH ADDITIONAL o `J STONE AS NEEDED. S to nn W ater ltio nstructio ExistngCalcreteGrr ✓sway `�' STONE IS TO BE MAINTAINED. SO AS TO PREVENT Tie into CONSTRUCTION TRAFFIC P reven tion Plan Isting Dri e / g GEOTEXTILE FROM TRACKING MUD ONTO \ Tc- 317.97 / �� FABRIC ADJACENT PUBLIC STREETS. (SWP3 - 320.08 pT Ecem3zo.se 1 /t A To- 317.78 p= 1 I .5'Rad. SECTION A-A SUOGRADE , JJ for o R- To 17.77 W" / \ ng• p *3�e. ,I CONSTRICTION EXIT SILT CONTROL o - uRal® Wild Wings Restaurant 1.38 T CT 7 p -i-- - P : �: 1 "9 4 . o• �isss i �6' 1 a ® 3 v 50' Private Access 1 with �� _ = -- LTN RSI Jr - P SE II 01S Temporary Stock Pile of Dirt Storage Area Easement (B�6/27 �'. ; - / �, - .ass•oo +a.a =..aa i __� �nd. 5/8" I/R S F - Sla .- �- „ FL -31 T .50 GTE End 5 LF of 1.25' High Mortar Rock Wall TOLBOx acs, 11 ng Volume 54 31, Page 49 Fnd 1/2 I/ Light Pole {� 1 GTE M/H aid Welk - Eton of Flow Water Vgwe (to be relocated) / } l ` / _ 2 y4 vrBtE t2FSH -� O� (�� FASTENtO TO T -POST P.O. B Extating 12" Water Llne rant (to be relocated) .. -= 1 ! �DUENT Richard Carter League A -8 �- CONTRDf. FABRIC f T c 9 AS N 63 E ..D SECURELY T 17. lRi ANCE EL D G & DLST CE BEARIN ', ', .g t cl ----- 1 def k . � �. r -ter Volvo M/H T y WIRE MESH College Station GPS 31 feet M o nu ment No.122 \ Inlet 8oz Off - si t e MET T -?OST 6" Or FILTER FABRIC TO EXTEND Coll St a t i o n Brazos County Tex S 54 39'20" W - 1721.31 feet _ �� \ AS REO'U. TO MAIN ?ABd. i ^ INTO A TRENCH MD 8E ANC:AORED 1 33 11 1 Match existing Orb E Co n stru eti o n X357.7 Match existing O SPACED 6' APART / AITH =KDACTEO BACK FILL * S 68 -1A� - 2AD.-55 (Act.& Net) and pa-Vement E m3 .29 Tie 'i it ' f t and pavement .� SILT FENCE P BE r ALLOW 2 rCR SAT TOT OF Scale 1" = 20' March 2004 HAY BALES TO BE � � I SLOP= FCR SEDtNENi .0 University Drive JSED IN AREAS OF r `,( r ' t't �oUM`jA�E": DRAINAGE F Begin Si NATU_ M RrL GR CTIO OUND r rf Dg1EN OF D p �� pn �O Fencing D� APPLICANT: - -': 4 "X4" MIN. TRENCh ~l . �4 °I♦ I Charles Stone GARRETT ENGINEERING 140.00 Ft. Right-of-Way Width 20 C- ,1STONE,INC. g y t : P.O. Box 628/ 717 Ave.B Consulting Engineering & Land Surveying 6 4.0 0 Ft. Wide Asphalt Concrete Pavement p Somerville TX 77879 4444 Carter Creek Pkwy. STE. 108, Bryan, T% 77102' ^ SILT FENCE ASSEM Tel : (979) 255 -5180 Fax: (979) 596 -1285 D: \2004 \04 - 089 -Sm3.1 A 04-�� 4•r15 ofF (toot) , 04-�� 4•r15 ofF (toot) ,