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JUT111TY -_.• l-50 -rM�.PIE w.ILL OF j--I�kTCHINh .PF.,.AN P 10-11, _F_. -... WA- L L , .3 CANOP`P 1Ra �V��R.`( ��-1. ��T SAT � 0 <1 G��-. /MtN. �t1t� t IUM (,PL./M1N- AV5RAe11: ® . 'E t4TA6q 0M Ar A;(nHT-00'WA _ Z5 CnAtL./ MIN,. MA-AIMUM I _ _AS �tI P� _ IRRIGATION 0 P41N .l i AVG, 25 MAY, - GAL -/t41 W 15=LF-C: 12.0• Z08V 3P`I, SEHE.R : 19 6,tAL1M1N MAX 011 'PLAN N4RT+4 ��n�p' fes� EY dSnlc6GHT LE AND r(�!•�,l{ —�Q O • j • • FOOTING (DON D11 RB Ile(P IXI I / l NO 5 25 (SCALE IN FEET) i 0 In G PL1 I II _ EXISTING 6CON p CURB (DO DISIL I II I I� { I I I I I EX WALISTING CONCRETE PAVEN.;+IT TO BE OVED AND DISFOS OF THIS AR AS SHOWN I T 11w�Y - - CONSTRUCT PROPOSED 6` CURB AS SHOWN THIS AREA SUSL HANPRAIL, i �� EXISTING CONCRETE PAVEMENT (DO NOT DISTURB) II LAQiw I _i -DT l:11_ Lt?GK:� - E_F&O T ->✓�N'c Y DRIVE- 1Ahy - 1400014 CHAIN ALt�O S ,} � PRt�POSEDu Lf -AF R xrS_ I r r » int HANDRAIL WE'! r STEPS __.._ t 5 i _5TA119T-p. CONCREETS I ;RETE wkf 611 E V -. -- CARVED STURE o I N4�55�� SOARD I O IvF_ OAK I LA2�,E _8U)L11 EXISTIN BLDG. "B" I 4/45 FtREP1T .RAISE➢ STOVE —. GRASS iXIST1N6t MURTAi &i D (2k1o')30 5F.. EXIST G 15' WIDE lE�`f 1�0.1ZT�1-.K I L 'v •D j 17r,-., r %ww!. r.>re-epi' ISTING OLLEGE STATI11DEPOT IF 0 CABOOSE OE I I I I I I �z Ww 0. [� 14- 3: 2 D_ Q �m m co N I QIr U� �) , 1 I v.w .i A 9� • -- '' 1p _SOtTf-1.irGK alp F.1tI5Tliuln, Kof f t F .. TAIN Jtt 1 ' i ( 1-UGf4T { FOK PUTVKF- I.-OCOMOTI VE OF, so Fi 1 I TRmN R.-A?fFOY .D BY GIT`( OF C.5, l i I 1 ISTINGI RoCV i --------1�--- - -- - -- - - ----- G- ATEK_ 00 0 r, 1 V._C�IATEKOA V -024 COMPLIANCE JAN 03 2007 COLLEGE STATION DEVELOPMENT SERVICES OWNER,: 1 LANBSCAPE pj/ PREPARED FOR: BENJAMIN KNOX 405 UNIVERSITY DRIVE EAST COLLEGE STATION, TEXAS 77840 REF: 1/Al SCALE:':l "=10' TELEPHONE: (979) 696-5669 w Q 0 m a P SITE AREA -0.22 ACRES -i N 6 z W MATCH EXISTING TOP OF CURB 0 R.P. XTC340.41 - XTP339.96 � z 3 o d- S N (n G (n z Q N z O W U LL:W J in cn M = rn � XTP339.75- is O (L m N O> w XTP339.67 MATCH EXISTING TOP OF CURB 0 R.P. XTC339.97 XTP339.54 W 3i i I I CD J CP,JJ Oz W-1 ' F- 0 mw 1 \ 1 FND. 5 8"sb I LIMITS OF FILL � I I ------------ - --_ ` \ IRON ROD EXISTING PAVEMENT Z .74 TC339—.83-- CURB (DO N OT DISTURB) TC341.02 TP3 .24 TP339.33 o ` TOP PROPOSED PAVEMENT 6. TP335. TP 35.89 TP340.52 12" O.C. (BOTHWAYS) TOP OF EXISTING PAVEMENT EXISTING CONCRETE PAVEMENT --TC3 — -I( —.—. —— —— —— -- --TC33-7 -- 'm -- I 1 P.S.I. CONCRETE 0 5'-0' (28- (28 -DAY STRENGTH) 6' THICKNESS COMPACTED TRANSITION PAVEMENT THICKNESS LIME STABILIZED SUBGRADE THIS AREA AS SHOWN (ASSUME 5%) TYPICAL SECTION THRU ACCESS DRIVE APRON N.T.S. n 1 Lu TC340.85 TP340.35 ` 0Im CD C3 \\ TP335.72 ITP340.32 i . 1 TP335.76 � EXISTING PAVEMENT Z EXISTING 6" REINFORCED CONCRETE CURB (DO N OT DISTURB) L U o TOP PROPOSED PAVEMENT 1/8" RADIUS WI � < YL 3/8" 0 BARS 0! w 12" O.C. (BOTHWAYS) TOP OF EXISTING PAVEMENT EXISTING CONCRETE PAVEMENT TO BE OVED AND DISPOS OF THIS A I AS SHOWN P.S.I. CONCRETE � 5'-0' (28- (28 -DAY STRENGTH) 6' THICKNESS COMPACTED TRANSITION PAVEMENT THICKNESS LIME STABILIZED SUBGRADE THIS AREA AS SHOWN (ASSUME 5%) TYPICAL SECTION THRU ACCESS DRIVE APRON N.T.S. "T" -POSTS OR WOODEN LATHES SPACED 6'-0' APART TO CONSTRUCT SILT FENCE SILT FENCE TO BE INSTALLED WHERE SHALLOW SHEET DRAINAGE OCCURS - HAY BALES AND SILT FENCE TO BE UTILIZED IN AREAS WHERE CONCENTRATED FLOW OCCURS ie, AT OUTLET STRUCTURES. i -POSTS OR WOODEN LATHES SPACED 6'-0' APART TO ANCHOR —� HAY BALES NATURAL GROUND "OR" _ FINISHED GRADE 2" X 4" WIRE MESH FASTENED TO 'T" -POST SEDIMENT CONTROL FABRIC FASTENED / SECURELY TO "T" -POST & WIRE MESH B" OF FILTER FABRIC TO EXTEND INTO /— A TRENCH AND BE ANCHORED WITH I COMPACTED BACKFILL MATERIAL ALLOW 2.5' TO 5.0' 0 TOE OF SLOPE FOR SEDIMENT TO ACCUMULATE. ALIGN FENCE ALONG SLOPE CONTOURS. 1, nw DIRECTION TRENCH 0 TOE OF SILT FENCE TO BE 4" DEEP AND 4" WIDE ALONG THE LENGTH OF THE SILT FENCE. EROSION CONTROL BARRIER DETAIL N.T.S. 6" THICK REINFORCED CONCRETE PAVEMENT (4,000 P.S.I. 28 -DAY) - 2" THICK SAND LEVELING CUSHION �— 3/8" 0 BARS 0 12" O.C. 3/8' 0 BARS 0 12" O.C. TYPICAL 6" REINFORCED CONCRETE PAVEMENT N.T.S. v p v D Q D D v D D D o EASiING .15> p wibO ALLEY' D . D TG336.15 1—TP335.65 EXISTING 15' WIDE ALLEY I` I I I I I I I I I 1 I I I CONSTRUCT PROPOSED 6" MONOLITHIC CURB AS SHOWN THIS AREA _E: 1 "= 10' 25 (SCALE IN FEET) EXISTING CONCRETE CURB TO BE REMOVED AND DISPOSED -OF ----------------------- XTC333.62 XTP333.12 EXISTING 6" REINFORCED CONCRETE CURB (DO N OT DISTURB) L U 3 EXISTING CONCRETE PAVEMENT TO BE OVED AND DISPOS OF THIS A I AS SHOWN PREPARED FOR: BENJAMIN KNOX 405 UNIVERSITY DRIVE EAST COLLEGE STATION, TEXAS 77840 TELEPHONE: (979) 696-5669 PREPARED BY: L.A. BERRY, P.E. BERRY ENGINEERING COMPANY 1811 ROSE STREET BRYAN, TEXAS 77802 TELEPHONE: (979) 575-3457 E—MAIL: "berryeng0hotmoil.com" w Q 0 U) z 0 In w w O Z