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HomeMy WebLinkAboutDrawingse� m U w C < m � w -' cn m o ' � m is h �\ _7 A4 HRB �\ ROCK RETAINING WALL w/RAILING 20' SANITARY SEWER \ EASEMENT (399/590) 20' UTLITY (� —EASEM NT 0 y (690/175) EL C B. �\ M.H. ! 1/2" I.R. -w/CAP "KERR" BLDG. SETBACK ss G S C _X s14 w LO w 0 < i' Z�m mrd \+' J _ C7 � N 0 Zoow o Q W � ,tel -�m mm w _j_j F_z w 0 �� > d M. in 20' UTILITY WASTEWATER EASEMENT U (690/175) ciJ Lj wi � <I P �¢ Wino af oUMz Z w 0 10 P.U.E N _ __ -o � � - , - (3490/- 69) z JO G � m m W.M. F. H. W. V. P � 1 /—ELECTRICAL M.H. STUB -OUT 0/ 30' BUFFER YARD ORDINANCE No. 2242 HASE TWO DEVELOPMENT PROPERTY INFORMATION =. AREA (47,151 SQ.FT.) — 1 SPACE PER 65 SQ.FT. (w/o DRIVE THROUGH) REQUIRED- EQUIRED:RESTAU CALLED: 6.07 ACRES RESTAURANT ANT TOTAL AREA=7,088 SQ.FT. f 65) = 109 SPACES fi M AE DEAN WHEELER REGULA = 173 SPACES w Il.+n = 3 SPACES REGULA R H/C = 3 SPACES MODIFIED DETENTI SPACES FACILITY w/RETAINI WALLS & LANDSCAPI 3 LIGHT POLE L1 GUY WIRE ANCHOR RASE TWO BOUNDARY WATER VALVE LINE (31,445 SQ.FT.) WATER METER ~ ELECTRICAL TRANSFORMER ®cM GAS METER ORIGINAL PHASE ONE BOUNDARY LINE m ' 15' UTILITY LU EASEMENT (2251/329) o x - LOT 11' h�.x CD CALLED: 0.30 ACRES -�' TWO LINCOLN PLACE (VOLUME 225, PAGE 329) NOW OR FORMERLY \, RYAN D. & REX G. FULLER 7 ref (VOLUME 3886, PAGE 260) ZONED: R-1 x� �� F. H. 0 0 W. V -o- S 457o 5' " o L. . .48C.I. 1//?" I.R. �1 /2" I.R. 3 -ELECTRICAL "BENT" "BENT" STUB -OUTS FIBER OPTIC CABLE MARKER C -i• C.1. 5' WALK ° 10 \ L. NOW OR FORMERLY F c Fh a \ KYLE LEGENDS 1, L -P. (VOLUME 5682, PAGE 291) ' ZONED: C-1 w/O.V. WHEELER SUBDIVISION, PHASE TWO cBLOCK 1, LOT 1R / CALLED: 2.40 ACRES (VOLUME 3490, PAGE 269) 30' PRIVATE/PUBLIC j ACCESS EASEMENT (3490/269) / .M 0.40 ACRE PRIVATE DETENTION -& DRAINAGE EASEMENT (3490/269) L.P. \ M.H. �\ "v" INI VIIA7, CONCP . \ \\\ MDW CENTRE (DETENI)LIDO: _ o\ N, 1150 UNIVERSITY DRIVE - / L.P. \ 'COLLEGE STATION, TEXAS J R sil /V 1>2®.s 7607 EASTMARK DR., STE. 252 <77840> s I ♦ f y / POST OFFICE BOX 9253 79 COLLEGE STATION, TE XAS 77842 EMAIL: civil(mengineer.comNOR OFFICE - (979) 764-0704 O 30 60 FAX - (979) 764-0704 � I:C"TEXAS FIRM REGISTRATION No. F-469 '0' UTILIT°r \\ \ '4R�. SCA: 1" = 30' EASEMENT ?333/250) w/CAP- \ �j \ \ 2154 , \'\ ° s \ 0 SANITARY SEWER ,�pp M•H• UNDERGR U(q ' r� ASE ANT (399/590)_l\ v` ° ELECTRICAL VAULT &BOX � 60 zo ,tom . °ice �•. -''�' � \ �\? <X H W.V. �' " \- �RAPHIC EPICTIORI - _ _ / LOOMRLOO,( BASE ER \\ ,9' TRAFFIC BOX 03-06 I'E TED 7� a3) 1 I L -P. L DO M.H. M.H. / R /2„ I. RrF Al G A . J.B. ° _ C L4 C. 0. ! { CONCRETE HEADWALL ,� 5 ✓VAL�� t' , FOR 2-42"0 PIP L1 --- 000/ r ; � U• RESTAURANT E.M. (FOOTPRINT: 7,088 SQ.FT.) n B.. P\ 1 (1—STORY) j / M.H. .M. s j F.D.C. ,STREET / �. A.I.SIGN � �3 z / / l M R 1 PARKING REQUIREMENTS: PROPERTY INFORMATION ORDINANCQI: RESTAURANT — 1 SPACE PER 65 SQ.FT. (w/o DRIVE THROUGH) REQUIRED- EQUIRED:RESTAU CALLED: 6.07 ACRES RESTAURANT ANT TOTAL AREA=7,088 SQ.FT. (7,088 65) = 109 SPACES PROVIDED: M AE DEAN WHEELER REGULA = 173 SPACES VAN H/d = 3 SPACES REGULA R H/C = 3 SPACES TOTAL =1179 SPACES SYM I b OL & LINE LEGEND I.D. POWER POLE 3 LIGHT POLE L1 GUY WIRE ANCHOR D4WV WATER VALVE ®wM WATER METER ®EM ELECTRICAL TRANSFORMER ®cM GAS METER I. ©IIH MANHOLE ®cI CLEANOUT 4FH FIRE HYDRANT MTP TELEPHONE PEDESTAL D Al AREA INLET EPB JUNCTION BOX 0-4AL AREA LIGHT GROUND o_. Pe FIXED PIPE- RD -BOLLA o CURB INLET — — — BUILDING SETBACK LINE ------- PROPERTY LINE -------- EASEMENT LINE P.U.E. PUBLIC UTILITY EASEMENT MARKI DATE I DESCRIPTION coPETE 1 WNSTRUCTION 12/2' / CONSTRUCTION DRAWINGS ISSUED PRIOR TO THIS DATE ARE REPLACED BY THIS SET & SHOULD NOT BE USED FOR CONSTRUCT N. .4�CA�E OF `11 ... . 8858 01:1 SSI d 0 / %0 O `f W \ w / ��� 10' P.U.E. 5��� _ ¢ 3490 /969 / YOU = X { ) CALL BEFORE OL DIG \ � �' d- w \ \ f ( TEXAS ONE CALL SYSTEM ~' I-800-245-4545 _p i (gTLE1 ST 72 HOURS PRIOR TO DIGGINr) — Z iP1PJ'INC" HE CONTRACTOR IS TO LOCATE ANY AND ALL UTILITIES rl 'IO 'ON RUCTIO �' 30' LONE S,V R\ \ ' GAS EA EMEt I l (61 655 r - \ if, 0 RRSA-LOK RAINING \ ��� -/j-�` � v Pel L.P. ooO 10' P.U.E. / r®�� ��' . z o p i .` / (3490/269) ,,l L.P. .�►� ` GAS SIGN CURVE DATA MARKER R=656.00' - D=62' 12' 41" A=712.28' CHD BEAR=S 14' 19' 01" W 1 R L , N AND IS SOLELY RESPONSIBLE POR ALL LAW GES _ i0 EXISTING UTILITIES DUE TO ANY CONSTRUCTION ACTIVITY. 0 00 t7_� v w _1 J U-) < U) NREVIEWED FOR r WFl IWLIANCE ' WoO.i.N�i m > JAN 0 4 2012 � W o f JAN 0 4 2011 t� C®L.LE e�'i W ENGINEERING CliLi.i_t:;c I;�,, ;..��1 L1 _j o WI ' EI OPMFt l r cc0%1IGES I— �I rr' DEV Ld CIVIL SITE NOTES: PLAT F11 E_ G:0 Z 0 0 �. dtui� m o 1. PORTIONS OF THIS SITE LIE WITHIN THE 1 0 -YEAR FLOODPLAIN AS GRAPHICALLY DEPICTED BY V nj FEMA LOMR - CASE NO. 03-06-102P (DATED JULY 01, 20031. THE SITE IS LOCATED ON FEMA FIRM COMMUNITY NO. 480083, PANEL NO. 0142. ., p a� J 2. WHEN BUILDING SETBACKS AND EASEMENT LI�1ES OVERLAP ONLY THE EASEMENT LINE IS SHOWN. o 3. THE IMPROVEMENTS SHOWN SHALL CONSTITUTE APPROXIMATELY 70% IMPERVIOUS COVER ON THE ® ~ SUBJECT PROPERTY. \ 4. A PARKING SETBACK VARIANCE WAS GRANTED BY THE ZONING BOARD OF ADJUSTMENTS (CASE FILE NO. 05-214). THIS VARIANCE ALLOWS A 10' PARKING SETBACK INSTEAD OF 20' ALONG LINCOLN AVENUE WITHIN THE UNIVERSITY DRIVE OVERLAY ORRIDOR. CLIENT INFORMATION 5. THE PURPOSE OF PHASE TWO DEVELOPM NT IS TO MODIFY THE EXISTING "DRY" DETENTION BERT WHEELERS, INC. FACILITY TO INCLUDE A WATER FEATURE AND AD ITIONAL LANDSCAPING AND AMENITIES. c/o RON COWE II 1919 WHITNEY STREET, SUITE #100 HOUSTON, TX 77006 6. THE CONTRACTOR SHALL BE RESPONSIBLE F R THE CONT INMENT AND PROPER DISPOSAL OF ALL GARCIAQMDWHEELERCOMPANIES.COM LIQUID AND SOLID WASTE ASSOCIATED WITH THIS PROJECT. T E CONTRACTOR SHALL USE ALL MEANS PH: (713) 355-5355 NECESSARY TO PREVENT THE OCCURRENCE OF 'IND BLOWN LITTER FROM THE PROJECT SITE.X: F,.. (7:13) 355-1082 7. THE CONTRACTOR SHALL BE REQUIRED TO PROVIDE CONTAIN ENT FOR WASTE PRIOR TO, AND DURING, DEMOLITION/CONSTRUCTION. SOLID WASTE ROLL'- FF BOXES/M iTAL DUMPSTERS SHALL BE SUPPLIED BY FILENAME: 0423SPlA SCALE: 1 "=30' CITY OR CITY PERMITTED CONTRACTOR(S) ONLY. SUBMITTED DATE. 1013/11, 12/21/11 8. WHEN FULL DEVELOPMENT OF THE SITE OCCURS, THE DEVELOPER WILL BE RESPONSIBLE FOR THE DRAWN BY: R.A.M. EXTENSION OF THE SIDEWALK ALONG LINCOLN AVENUE. CHECKED BY: R.A.M. 9. ALL ROOF & GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR ISOLATED FIELD BOOK: N/A PAGES: N/A SO AS NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY OR 'RESIDENTIAL DISTRICT WITHIN 150 FEET OF RME CONSULTING ENGINEERS THE SUBJECT LOT, MEASURED FROM A POINT FIVE .FEET ABOVE THE GRADE. THIS SCREENING SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE ANE SCALE TO MAINTAIN A UNIFIED APPEARANCE. CLIENT NO. PROJECT NO. 10. EXTERIOR BUILDING AND SITE LIGHTING WILL ',MEET - IE 'STANDARDS OF SECTION 7.10 OF TI -IE UNIFIED 197 0423 DEVELOPMENT ORDINANCE. THE LIGHT SOURCE SHALL NOT PROJECT BELOW AN OPAQUE HOUSING AND NO FIXTURE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY. FIXTURS WILL BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROP RTY LINE. 11. 100% COVERAGE OF GROUND COVER, DECORATIVE PAVING, DECORATIVE ROCK `(LOOSE ROCK NOT PERMITTED), OR A PERENNIAL GRASS IS REQUIRED I PARKING LOT ISLANDS, SWELLS AND 1?tNGE AREE�S, THE PARKING LOT SET BACK, RIGHT-OF-WAY, AND OJACENT P : .TY DISTUREED DURING ' O'NS UCT10 SHEET4 OF 9 ssy a 1V _ PROPERTY INFORMATION WHEELER SUBDIVISION PHASE TWO BLOCK 1, LOT 1 CALLED: 6.07 ACRES (VOL. 3490, PG. 269) NOW OR FORMERLY M AE DEAN WHEELER (VOL. 3490, PG. 269) ZONED C-1 w/OVERLAY CORRIDOR LINE & CURVE DATA LINE DISTANCE I.D. BEARING (FT) L1 S 16' 47' 19" E 17.36 L2 N 73' 13' 19" E 19.41 L3 N 67' 44' 10" E 15.05' L4 S 17. 33' 41 " E 22.90' CURVE RADIUS I.D. CHORD BEARING (FT) DELTA Cl S 61' 47' 00" E-35.35' 25.00 89'59'22" DEV Ld CIVIL SITE NOTES: PLAT F11 E_ G:0 Z 0 0 �. dtui� m o 1. PORTIONS OF THIS SITE LIE WITHIN THE 1 0 -YEAR FLOODPLAIN AS GRAPHICALLY DEPICTED BY V nj FEMA LOMR - CASE NO. 03-06-102P (DATED JULY 01, 20031. THE SITE IS LOCATED ON FEMA FIRM COMMUNITY NO. 480083, PANEL NO. 0142. ., p a� J 2. WHEN BUILDING SETBACKS AND EASEMENT LI�1ES OVERLAP ONLY THE EASEMENT LINE IS SHOWN. o 3. THE IMPROVEMENTS SHOWN SHALL CONSTITUTE APPROXIMATELY 70% IMPERVIOUS COVER ON THE ® ~ SUBJECT PROPERTY. \ 4. A PARKING SETBACK VARIANCE WAS GRANTED BY THE ZONING BOARD OF ADJUSTMENTS (CASE FILE NO. 05-214). THIS VARIANCE ALLOWS A 10' PARKING SETBACK INSTEAD OF 20' ALONG LINCOLN AVENUE WITHIN THE UNIVERSITY DRIVE OVERLAY ORRIDOR. CLIENT INFORMATION 5. THE PURPOSE OF PHASE TWO DEVELOPM NT IS TO MODIFY THE EXISTING "DRY" DETENTION BERT WHEELERS, INC. FACILITY TO INCLUDE A WATER FEATURE AND AD ITIONAL LANDSCAPING AND AMENITIES. c/o RON COWE II 1919 WHITNEY STREET, SUITE #100 HOUSTON, TX 77006 6. THE CONTRACTOR SHALL BE RESPONSIBLE F R THE CONT INMENT AND PROPER DISPOSAL OF ALL GARCIAQMDWHEELERCOMPANIES.COM LIQUID AND SOLID WASTE ASSOCIATED WITH THIS PROJECT. T E CONTRACTOR SHALL USE ALL MEANS PH: (713) 355-5355 NECESSARY TO PREVENT THE OCCURRENCE OF 'IND BLOWN LITTER FROM THE PROJECT SITE.X: F,.. (7:13) 355-1082 7. THE CONTRACTOR SHALL BE REQUIRED TO PROVIDE CONTAIN ENT FOR WASTE PRIOR TO, AND DURING, DEMOLITION/CONSTRUCTION. SOLID WASTE ROLL'- FF BOXES/M iTAL DUMPSTERS SHALL BE SUPPLIED BY FILENAME: 0423SPlA SCALE: 1 "=30' CITY OR CITY PERMITTED CONTRACTOR(S) ONLY. SUBMITTED DATE. 1013/11, 12/21/11 8. WHEN FULL DEVELOPMENT OF THE SITE OCCURS, THE DEVELOPER WILL BE RESPONSIBLE FOR THE DRAWN BY: R.A.M. EXTENSION OF THE SIDEWALK ALONG LINCOLN AVENUE. CHECKED BY: R.A.M. 9. ALL ROOF & GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR ISOLATED FIELD BOOK: N/A PAGES: N/A SO AS NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY OR 'RESIDENTIAL DISTRICT WITHIN 150 FEET OF RME CONSULTING ENGINEERS THE SUBJECT LOT, MEASURED FROM A POINT FIVE .FEET ABOVE THE GRADE. THIS SCREENING SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE ANE SCALE TO MAINTAIN A UNIFIED APPEARANCE. CLIENT NO. PROJECT NO. 10. EXTERIOR BUILDING AND SITE LIGHTING WILL ',MEET - IE 'STANDARDS OF SECTION 7.10 OF TI -IE UNIFIED 197 0423 DEVELOPMENT ORDINANCE. THE LIGHT SOURCE SHALL NOT PROJECT BELOW AN OPAQUE HOUSING AND NO FIXTURE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY. FIXTURS WILL BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROP RTY LINE. 11. 100% COVERAGE OF GROUND COVER, DECORATIVE PAVING, DECORATIVE ROCK `(LOOSE ROCK NOT PERMITTED), OR A PERENNIAL GRASS IS REQUIRED I PARKING LOT ISLANDS, SWELLS AND 1?tNGE AREE�S, THE PARKING LOT SET BACK, RIGHT-OF-WAY, AND OJACENT P : .TY DISTUREED DURING ' O'NS UCT10 SHEET4 OF 9 ssy a 1V _ PLAN NOTES: — -UE - �.>� u G ----_ ----- \ \ _us - _ _ , - - — —u J _SS— —ss�\�(�gP}p�EG) GAS 1. REFER TO SHEET C0.1 & C0.2 FOR -B- _ _ _ss _ ss IRM .H.\ —J-- -- - ___ GAS \ \ RIM -297.16' - - LANDSCAPING AND MISC. CONSTRUCTION _ ss— _ _ss— ss \� cAs--- \ F N ' NOTES. _ _ GAs ---- —\ ` \ ( E)'"-��;'2-0 2. REFER TO SHEET C1.1 FOR OVERALL , — \ 7607 rA�1MAIZKllx., S1'E. 252 <77840 SITE LAYOUT. J-- \sGAS '- `— -- CURVE DATA \\ \ PIAN POST OFFICE BOX 9253 R=656.00' \ \ NORTH zo �@ COLLEGE STATION, TEXAS 77842 3. REFER TO SHEET L2.1 FOR VARIOUS _ �s _` ccas ""-�'�D=62. 12' 41"------ LANDSCAPING3 \ EMAIL: cNll(q-,)rnlengmeer.com & IRRIGATION DETAILS. \ s 2'�,OFFICE - (979) 764-0704 SYMBOL &LINE LEGEND �,G GAs -\ ss�� -- A=712.28' \ ®\ \ scn>LE:1<" = ao' FAX -(979)764-0704 \ ` CHD BEAR=S 14 01 W TEXAS FIRM .REGISTRATION No. F-46 5 0 POWER POLE 0 LIGHT POLE 1 \� ., �^ Hi -- ~�— \ �` \ EXISTING UNDERGROUND \ GUY WIRE ANCHOR >_— PRIMARY CONDUIT wv I� WATER VALVE -----` • � � LANDSCAPING ®w+ WATER METER ` \ `�� NOT DISTURB) e \ ®EM ELECTRICAL TRANSFORMER (DGM GAS METER ` / �/ b 1 i� 12 7 \` r(0 MH MANHOLE � / / I PLANTER BED \ ` ` 15' P.U.E. I 8 14 -KNOCK -OUT ROSE OC.o.CLEANOUT ''.� 1 \ \ -(5FH FIRE HYDRANT / ` ® I 1 \ \ 9 {5 GALLON} @ 3 O.C. \` I 0TP TELEPHONE PEDESTAL \ / / I \ \ ` r h \ EXISTING PLANTER BED IN Al AREA INLET LANDSCAPING (DO 2 -TEXAS LILAC TREES !\ �y RIB JUNCTION BOX / EXISTING 6"�' —� NOT DISTURB) (30 GALLON) @ 25 O.C. \ j 4 F.H.SANITARY \ 11 -GULF MUHLY GRASS 1 4 �jAL AREA LIGHT GROUND '— �, ` , � y a Pe FIXED PIPE OLLARD } / SEWER LINE (5 GALLON) @ 4 O.C.' CURB INLET r.�. - r i� -r� ;{ ,,, �?� �c:• �. , EXISTING — - — BUILDING SETBACK LINE \ / �GINAL PH O E - �� ��' v OR . ,4 �` ' k 6 LANDSCAPING (DO 1 3 ------- PROPERTY LINE �!�' L r '" ..,� r z' ;`� �>x n� A ^.�� c t�c� �� \c �c�c NOT DISTURB) EXISTING EASEMENT LINEFLOODWAY AREA REMOVED T �'/>,%`� ✓ ,� \i ! i',r'v<i., ` „ 'ir�'. `Vt �✓ r C /•.0 /�` :..f`.-�G;-` „"' /,_' C „ "'\.:%-./.--.•\O %— , ( LANDSCAPING (DO P.U.E. PUBLIC UTILITY EASEMENT FROM LANDSCAPE -\ ,, , t NOT DISTUR � J:.,r,i> nr\F,..^ vw` .iC .,>> ` .' r /> ,iU,; �; i✓`., Yt 'S- r" MARK DATE DESCRIPTIONCALCULATIONS (4,733 SQ.FT.) ✓, f.-�\"�STING 8"i J.B. EXIl / _, ATER LINE �ry r„ � `i r n ,,, �, ,,,,�. ,.,.,, � � � � ; .; ,,•. PLANTER BED Yt`So OWSTANTIALLY 2 -BALD CYPRESS TREE t I •��.-g-. > r�.X / fII 1...3 1 ®v, / 'v r<iC : r. y� ": v>:;`fr=,rC r>, r>7> K.,iv - EXISTING ����' ` r. r ( } I I .,1 '�.`< , ��; '%. �,.�-. r y�,\�n�,.; 30 GALLON @ 20 O.C. ` 3 �xx L: 'yt. �,,Y�.\' iVv\ ✓� } N`,t >/`ti`'^ �r r �-, f 2 `, iO {/ > ✓> r { ' ' �S t �>� 4 A.I. KEYSTONE WALL \' Jam, �� _ `` : 29 -DONS DWARF WAXMYRTLE I 'f CALL BEFORE YOU DIG WHEELER SUB.DIVI ON, PHAZE 0 \ > y� > '>' ✓ r ' 1 '"_ ems' ,'y��%, , ; �.j ✓\ �,v i\; � \/>, .i ✓ \ > G �.� i>,> {.-v., ,C It }:., r ?v � � . �: ! `� r s.7 r' f :�>`V r`\ >. -> }r` �... fir` -^ r v�nn >�;iv f i1i. n L �<'c � i-2- ! �.�Y� )C�� L'-_ 5 GALLON @ 4 O.C. '-� BL�JCK 1, LOT 1R r , Z> „� .,.; > n, O.r> „X >j / TEXAS ONE GALL SYSTEM �r \ :; t ',,.ti`>:; .,r 36"b RCP \ ) i 1-800-245-4545CALLED: 40 ACRES ;::,:r'\\: \"< >C : �:; ,;\ \ , \v ` .,' ; \ %l! L.P , ✓ - e .1>,,�. , itil4>,-.:.,, .;,.rte.: ,� „v n,.,>, � .» , >�iy ,r� "� �" < - (AT am LEAST 72 HOURS PRIOR TO DIGGING) (VOLU 1E 3 90, PAGE 2f�J �. ^\ ?` ? \✓,1' {� ? ,� %j<% ��—? �. fi,;t S' �,l / F \ vn i,. . n. ) ...^.r�•.r,..j ,..-,.1\f �, {fir. , ,moi`, l ~'r',• :- ��.;-:,,r, l"�%ti /`-`i-i=Y,. ,- _�.• J� / Aft WAR�.T,tO... THE CO';TP,If.TOR iS TO LCC.ATF. SAN ,t•.0 OCI. t,TTCTTTF.S � �" 6:xx.% .r�..�. �. rte. y,. -. ✓ ..,...�... - c �,.,-+.0 ,'t" .r`>. %'�J i'.-..-.r�✓ �._�. ^. V ✓ ,�,,.r... i �, �, '+.:,,r�• ,- _./ 3 > PRIOR TO CONSTRUCTION AND IS SOLELY RESPONSIBLE FOR ,ILL DA]MAGE5 1 `-_I 7 TO EXISTING UTILITIES DUE TO ,17Y CONSTRUCTION ACTIVITY, / tit I j ^�;;>f� r yv f, v {v�yv v>, r.iy �l j"\ 1 r T qn -t ty I J 'C 1 `� y \C� �'�\ % rC � Ct�. �� ��- y�• 4�, Y f. �;, _.�t,./ f.�'ti.: 1 0 � � J�� ^Li V✓ <% �. PLANTER BED nl> / 15 -MEXICAN FIREBRUSH (3 GALLON) @ 3' O.C. r %^1 �.� � n r t�r� ,, ' i? . �- �. y .-t r..`�rii�+t� `_4 � .�4�-ii" '�-�`�Y`t.-_ � _.-. �EXISTIN ��c>` `v LANDSCAPG IDO r `' NOT DIS URB) l NI `k.'NC>t PLANTER BED i 1 -BALD CYPRESS TREE �/ (30 GALLON) @ 20' O.C. 1 "P' 19 -KNOCK -OUT ROSE PLANTER BED ` M (5 GALLON) @ 3' O.C. 2 -TEXAS LILAC TREES'`^ I PETER B. VANECEK / (30 GALLON) @ 25 O.C. 2,530 SQ.FT. OF „BULL ®® LICENSED LANDSCAPE ARCHITECT No. 602 - 17 -GULF MUHLY GRASS 30"�b STORM A.I. ! = { LICENSED IRRIGATOR No. 5411 ORIGINAL PHASE ONE ROCK" GRAVEL (3"-4" O) SEWER I 2731 SANDY CIRCLE / (5 GALLON) @ 4' O.C. COLLEGE STATION, TX 77845 BOUNDARY LINE GROUND COVER w/WEED ff (979) 693-7153 -... - _ CLOTH - 6 THICK ,� ., �_ `( am Glummommumm fm 4m l� B 0 36"0 STORM SEWER I C. 1. f ' J WATER FEATURE i LEGEND AERATOR - AQUAMASTER LAKEWOOD PATTERN (8' SPRAY HEIGHT X 18'0), 0 MODEL #M5412 -SC (1 HP, 60 AMP - 240V/SINGLE PHASE) w/LIGHT KIT, MODEL #870284 (4 FIXTURES, 75 WATTS EACH "NIGHT GLOW") POND FILL SYSTEM: 0 1-1" IRRIGATION POND WATER METER 1-1» BALL VALVE (6" VALVE BOX) 1-1 Y STRAINER (6 VALVE BOX) 1-1" DBL. CHECK VALVE (12"X19" BOX) 0 30 L.F. OF 4" PVC (SCH 40) SLEEVING (CENTERED ON EX. DRIVEWAY) 0 100 L.F. OF 1" PVC (SCH 40) WATER SERVICE (24" MIN. COVER) 5 1" ELECTRICAL SOLENOID VALVE w/10" VALVE BOX (D 170 L.F. OF SENSOR CABLE AERATOR CONTROL PANEL & WATER 7R LEVEL SENSOR 33 L.F. OF 2" PVC CONDUIT (GREY) 8 w/PULL STRING FOR SECONDARY ELECTRICAL SERVICE w/24" MIN. COVER 0 24 L.F. OF 1.5" PVC CONDUIT (GREY) w/#10 WIRES 10 ELECTRICAL JUNCTION BOX 36 L.F. OF 1.5" CARPLEX TUBING 11 (WATERTIGHT) w/#10 WIRES (SO CABLE) & #14 WIRE FOR LIGHT KIT 0 12 METER PEDESTAL & BREAKER PANEL (100 AMP) GRAPHICAL DEPICTION i OF FLOODPLAIN & FLOODWAY PER LOMR (CASE No. 03-06-102P) (DATED 7/l/03) AV V j 1 /2" I.R. w/KERR CAP LANDSCAPE SCHEDULE SYMBOL LAO. OF PLANTS SIZE BOTANICAL NAME COMMON NAME TYPE NOTES POINTS (D 10 1.5" to 2" TAXODIUM BALD CANOPY 20' MIN. SPACING 30 GALLON 750 CALIPER DISTICHUM CYPRESS TREE (75 PLATS.) '"' ° • 4 1.5" to 2" VITEX AGNUS—CASTUS TEXAS25' NON—CANOPY MIN. SPACING 30 GALLON 160 t CALIPER "MONTROSE PURPLE" LILAC TREE (40 PNTS.) 3 > 1.25" CALIPER LAGERSTROEMIA CREPE NON—CANOPY 15 GALLON 120 (SINGLE—CANE) INDICA MYRTLE TREE (40 PNTS.) 33 5 GALLON ROSA xRADRAZZ KNOCK—OUT ROSE SHRUB 3' SPACING (18" HEIGHT) 3 (10 PNTS.) 28 5 GALLON MUH RGIA GULF MUH Y SHRUB 4' (18'SPACING HEIGHT) 280 PILA CAPILARIS GRASS (10 PLATS.) 29 5 GALLON MYRICA DON'S• DWARF SHRUB 4' SPACING (180 290 CERIFERA WAXMY PLAITS.)) 0 15 3 GALLON HAMELIA PATENS COMPACT MEXICAN PERENNIAL 3' O.C. (18" HEIGHT) N/A FIREBRUSH ftft I ftft\ \ 1 U o' \ \ ? W 24 11b STORMJ < X SEWER O .i >_r PHASE TWO i{ c.l. n z BOUNDARY LINE I \ 0 •, 0- (31,445 SQ.FT.) I (� f-- Z f - II z 0 0 1/2" I.R. f I (BENT) f T uj II w , �� Wcr fa II I Z�> J �� IQ 10' P. U. O I I (3490/269) � _jO LU Z 0 O I) I w U m0 I cc) Cq 24"4 STORMI —1 SEWER LANDSCAPING REQUIREMENTS F H ° I 0 SITE AREA METHOD: FRONTAGE TREES: SITE AREA=0.722 acres or 31,445 sqft. LINCOLN AVE. N COLLECTOR STREET @ 32' SPC: FLOODWAY REMOVAL AREA=4,733 sqft. 91 L.F. FRONTAGE/32 = 2.8 TREES 26,712 sqft. @ 30 pnts./1000 sqft.: REQUIRED = 2.8 TREES (26,712/1000 x 30) = 801 pats. PROVIDED = 3.5 TREES (2 CANOPY & 3 NON -CANOPY) CLIENT INFORMATION BERT WHEELERS, INC. ADDITIONAL STREETSCAPE: CANOPY REQUIREMENTS: I I co ROLA COWS LINCOLN AVENUE = 91 L.F. 50% CANOPY TREES: (1,347 x 50%) = 674 puts. 1919 WHITNEY STREET, SUITE #100 HOUSTON, TX lk 300 pnts./50 L.F. of frontage: REQUIRED = 674 pnts. I I GARCIA@M WHEELOERCOMPANIES.COM (300 x 91/50) = 198 PROVIDED = 750 puts.10 C.1• 0 PH: (713) 355-5355 TOTAL LANDSCAPE POINTS REQUIRED - 347 ELECTRICAL o Fx: (713) 355-102 TOTAL LANDSCAPE POINTS PROVIDED = 1,910 puts. STUB—OUTS 1/2" I.R,CO . FILENAME: 0423LP1A SCALE: 1"=20' (BENT)— \I L. P. ` iVL r h I SUBMITTED DATE: 10/3/11, 12/21/11 O®PLIANC I DRAWN BY: R.A.M. mN 45° 29' 30" W — 444.23' — — — — — — — — — — — — — — — — Ji `° Cl ILCKLD BY: R.A.M. M.H. \ JANZOii FIELD BOOK: N/A PAGES: N/A 48" PIPE �, `—w/CONCRETE I ' I RME CONSULTING ENGINEERS HEADWALL &RAILINGi �, CLIENT NO. PROJECT NOT i 0EV"'LOPMENT WJE , V10 - - PLAT FILED:_ ; 197 0423 ONE LINCOLN PLACE t BLOCK 1, LOT 1 _ LOT 11 CALLED: 4.2347 ACRES (VOLUME 690, PAGE 175) I CALLED: 0.30 ACRES � ' e TWO LINCOLN PLACE (VOLUME 225, PAGE 329) ( 1x p t r F" Ir x E: SHEET 8 OF 9 er a n t HAPa 4 a B I I ��II ✓� LANDSCAPING NOTES: 1. 1. THE LANDSCAPE PLAN PRESENTED WAS PREPARED BY LANDSCAPE ARCHITECT PETER VANECEK. ANY QUESTIONS OR CONCERNS REGARDING ANY CHANGES MADE TO THIS PLAN SHALL BE SUBMITTED TO PETER VANECEK AND THE CoP DEVELOPMENT SERVICES DEPARTMENT FOR REVIEW AND APPROVAL. ANY CHANGES MADE TO THIS PLAN SHALL ALSO BE SUBMITTED TO THE CoCS DEVELOPMENT SERVICES DEPARTMENT FOR REVIEW AND APPROVAL. 2. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF QUANTITIES IN THE PLANT LIST. ANY DISCREPANCIES BETWEEN QUANTITIES ON THE PLAN AND THE PLANT LIST SHALL BE BROUGHT TO THE ATTENTION OF THE INSPECTOR AND ANY FIELD ADJUSTMENTS OR QUANTITY ADJUSTMENTS MUST BE AUTHORIZED PRIOR TO PLANTING. 3. 100% COVERAGE OF GROUND COVER, DECORATIVE PAVING, DECORATIVE ROCK, OR A PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWELLS AND DRAINAGE AREAS, THE PARKING LOT SET BACK, RIGHT-OF-WAY, AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. 4- ANY ADJACENT PROPERTY AND RIGHT-OF-WAY DISTURBED DURING CONSTRUCTION WILL BE RETURNED TO ITS EXISTING CONDITIONS OR BETTER. 5. ALL CONSTRUCTION DEBRIS SHALL BE REMOVED FROM THE PROPOSED PARKING ISLANDS PRIOR TO PLACEMENT OF TOPSOIL AND PLANTING, INCLUDING CONCRETE, ASPHALT, LIMESTONE BASE MATERIAL, OR COMPACTED STABILIZED EARTH. 6. THE CROWN OF ALL PLANTS SHALL BE SLIGHTLY HIGHER, AFTER SETTLING, THAN ADJACENT SOIL. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING OR ADDING TOP SOIL, AS NEEDED, FOR THE INCLUSION OF THE SOIL AMENDMENTS, AS NEEDED, IN THE PREPARED GROUND COVER BEDS. 8. ALL SINGLE TRUNK TREES ARE TO BE STAKED; HOSE AND GUY WIRES OVERLAPPED. 9. COVER AREAS TO BE PLANTED WITH 3" APPROVED ORGANIC MATTER, 2" BARK MULCH, AND 13-13-13 FERTILIZER AT THE RATE OF 5 LBS./100 SQFT. OF BED AREA. 10. ALL DISTURBED AREAS, NOT DESIGNATED TO BE BLOCK SODDED, SHALL BE SEEDED WITH EITHER BERMUDA (2 LBS/1,000 SQ.FT.) FROM MARCH 15 TO SEPTEMBER 15 OR BERMUDA/RYE GRASS MIX (2 LBS/5 LBS. PER 1,000 SQ.FT.) FROM SEPTEMBER 16 TO MARCH 14. 11. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING TREES AND SHRUBS THAT WILL MEET BOTH MINIMUM SIZE AND SPACING FOR TREE AND ZONING ORDINANCE COMPLIANCE. FAILURE TO INSTALL PLANT MATERIAL PER THIS PLAN WILL JEOPARDIZE ISSUANCE OF FINAL CERTIFICATE OF OCCUPANCY. PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY ALL LANDSCAPING SHALL BE INSTALLED. 12. ALL NEW PLANT MATERIAL SHALL MEET THE LATEST REQUIREMENTS OF THE AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1). 13. ALL SAUCERS SHALL BE SOAKED WITH WATER AND MULCHED IMMEDIATELY FOLLOWING PLANTING. 14. ALL PRUNING SHALL BE DONE IN ACCORDANCE WITH THE TREE TECHNICAL MANUAL, SECTION 3.8 "PRUNING NEWLY PLANTED TREES." ONLY BROKEN, DISEASED OR RUBBING LIMBS SHALL BE PRUNED AT PLANTING; PRUNING TO GENERALLY REDUCE THE OVERALL CROWN IS NOT PERMITTED. 15. THE TOP OF ALL ROOT BALLS SHALL BEAR THE SAME RELATIONSHIP TO FINISHED GRADE, AS BORN TO PREVIOUS GP.ADE AND GROWING CONDITIONS. THE ROOT FLARES ON ALL TREES (THE LOCATION WHERE THE TRUNK AND ROOTS MEET) SHOULD BE VISIBLE AFTER PLANTING IN ACCORDANCE WITH THE TREE TECHNICAL MANUAL, SECTION 3.7.6. 16. ALL ROOT BALLS REMOVED FROM CONTAINERS SHALL BE SCARIFIED PRIOR TO BACKFILLING. 17. THE LANDSCAPE CONTRACTOR SHALL VERIFY EXISTING UNDERGROUND UTILITIES PRIOR TO PLANT INSTALLATION AND SHALL BE RESPONSIBLE FOR ANY DAMAGES DUE TO LANDSCAPE OPERATIONS. 18. BACKFILL AND TOPSOIL SHALL BE PROVIDED BY LANDSCAPE CONTRACTOR AND USED FOR BACKFILLING ALL PITS FOR PLANTS. AVERAGE MIXTURE SHALL CONSIST OF A SANDY LOAM SOIL WITH A MINIMUM ORGANIC MATTER CONTENT OF 507- 19- ALL NEW PLANT MATERIAL SHALL BE PLANTED AND MAINTAINED IN ACCORDANCE WITH THE LATEST EDITION OF THE AMFRICAN NATIONAI STANDARDS INSTITUTF RFQUIRFMFNTS FOR TRFF, SHRUB, AND OTHER WOODY PI ANT MAINTFNANCF (ANSI A300 PARTS 1 THROUGH 6). 20. ALL PLANT MATERIAL SHALL BE MULCHED WITH A MINIMUM 3" LAYER OF HARDWOOD BARK MULCH (UNLESS OTHERWISE SPECIFIED). PROVIDE MINIMUM 10' DIAMETER MULCH RING AROUND EXISTING TREES TO REMAIN, TYPICAL. 21. MINIMUM TREE SIZE AT PLANTING IS SPECIFIED ON THE PLAN (FOR SINGLE STEM TREES). ALL MUTLI-STEM PLANTS MUST BE TREE FORM, MAXIMUM 3 TO 5 TRUNKS, AND BE THE MINIMUM SIZE SPECIFIED ON THE PLAN. _22 --ALL STRAPPING MUST BE CUT AWAY AND REMOVED FROM ROOT BALL PRIOR TO BACKFILLING PLANTING PIT, AND THE TOP 1/3 OF'THE BURLAP MUST BE REMOVED -FROM -THE RGOTBALL: -.... 23. THE LANDSCAPE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES, ORDINANCES, AND THE TREE TECHNICAL MANUAL GUIDELINES, REGARDING LANDSCAPING, TREE PLANTING AND IRRIGATION - 24. IT IS THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR TO ESTABLISH A HEALTHY STAND OF GRASS ON ALL SEEDED AREAS. 25. IN THE EVENT THAT PLANTING BEDS AND MULCH ARE REQUIRED, THE LANDSCAPE CONTRACTOR SHALL INSTALL BLACK FABRIC MESH UNDER THE MULCH TO PREVENT WEED GROWTH. 26. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE WATERING AND THE MAINTENANCE OF ALL LANDSCAPED AREAS UNTIL THE LATER OF: (i) THIRTY (30) DAYS FOLLOWING THE PLANTING OF THE GRASS AND SHRUBS, OR (ii) THE DATE THAT THE FACILITY TO THE PUBLIC FOR BUSINESS. 27. NO TREE SHALL BE PLANTED CLOSER THAN 5 FEET TO AN UNDERGROUND UTILITY OR WATER LINE, AND NO MEDIUM OR LARGE TREE SHALL BE CLOSER THAN 15 LINEAR FEET FROM AN OVERHEAD UTILITY. NO LARGE OR MEDIUM TREE SHALL BE CLOSER THAN FOUR FEET TO IMPERVIOUS COVER, AND NO SMALL TREE SHALL BE CLOSER THAN THREE FEE TO IMPERVIOUS COVER (AS MEASURED FROM THE BASE OF THE TREE). 28. 100% COVERAGE OF GROUND COVER, DECORA I IVE PAVING, DECORA IIVE ROCK (LOOSE ROCK NO I PLKMI I IED), OR A PERENNIAL GRASS IS REQUIRED IN PARKING LOT ISLANDS, SWELLS AND DRAINAGE AREAS, THE PARKING LOT SET BACK, RIGHT-OF-WAY, AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. 1. AN AUTOMATIC TYPE IRRIGATION SYSTEM SHALL BE INSTALLED FOR ALL NEW PLANTED AND LANDSCAPED AREAS. THIS IRRIGATION SYSTEM MUST BE INSTALLED PRIOR. TO ISSUANCE OF CoCS-CERTIFICATION OF COMPLETION. 2- THE IRRIGATION SYSTEM MUST BE PROTECTED BY EITHER A PRESSURE VACUUM BREAKER, A REDUCED PRESSURE PRINCIPLE BACK FLOW DEVICE, OR A DOUBLE CHECK BACK FLOW DEVICE, AND INSTALLED PER CITY ORDINANCE 2394. 3. ALL BACK FLOW DEVICES MUST BE INSTALLED AND TESTED UPON INSTALLATION AS PER CITY ORDINANCE 2394. 4. INSTALLATION PVC (SCH 40) SLEEVING SHALL BE COORDINATED WITH THE CONTRACTOR AND ALL SLEEVING SHALL EXTEND A MINIMUM OF 24" PAST THE CURB OR SIDEWALK WHERE APPLICABLE. 5. THE CONTRACTOR'S IRRIGATOR SHALL SUBMIT AN IRRIGATION PLAN TO THE OWNER FOR REVIEW AND APPROVAL. THE IRRIGATION PLAN SHALL DEMONSTRATE THAT THE IRRIGATION SYSTEM WILL SUFFICIENTLY SUPPLY ALL WATER NEEDS TO THE NEWLY PLANTED LANDSCAPING AND GROUND COVER AND MEET ALL INITIAL WATERING NEEDS FOR VIABLE ESTABLISHMENT AND GROWTH OF PLANTINGS. 6. THE CONTRACTOR SHALL COORDINATE ALL SLEEVING REQUIRED FOR PUBLIC AND PRIVATE UTILITIES AND IRRIGATION AS DIRECTED BY THE DEVELOPER. 7. THE LANDSCAPE CONTRACTOR SHALL INSTALL AN IRRIGATION SYSTEM SUFFICIENT TO MEET LOCAL JURISDICTIONAL REQUIREMENTS OR SHALL BE SUFFICIENT TO PROPERLY IRRIGATE THE LANDSCAPING AND GRASS AREAS LOCATED IN THE FRONT YARD AND SIDE YARDS ADJACENT TO THE PARKING LOT. 8" AROUND PERIMETER -.. g- 9 DISTRIBUTION BOX SENSOR CABLE (TO SOLENOID VALVE) TYPICAL BRICK SUPPORT CONCRETE METER BOX w/STEEL LID - TO BE SET FLUSH w/FINISHED GRADE 4"PVC CAP - F SUSPEND PROBES TO PROPER DEPTH l� N 8" AROUND PERIMETER S.S. SENOR PROBES 10" PLASTIC VALVE BOX, AS MANUFACTURED BY AMETEK (OR EQUIVALENT) 1" BALL VALVE r1" BRONZE WYE 1 STRAINER N TOP OF BOX TO BE FLUSH w/FINISHED GRADE CONCRETE METER BOX w/STEEL LID 10" PLASTIC VALVE BOX, AS MANUFACTURED BY AMETEK (OR EQUIVALENT) I to - I 1-m WASHED GRAVEL (3/4" Ll" DOUBLE CHECK VALVE - 1 1/2" SIZE) FEBCO 805 Y OR EQUAL 6" THICK ORIENT TEST COCKS UPWARD PROVIDED THAT THE CUT-OFF VALVES CAN STILL BE OPERATIONAL DOUBLECHECK VALVE ASSEMBLY VALVE CLOSED ELEV.=286.50' VALVE OPEN ELEV.=285.75' FINISHED GRADE CONLOCK II PAVERS - AS MANUFACTURED BY HYDROPAVE'S TOP OF WALL ELEV.-287.00' WASHED GRAVEL (3/4" 1" PVC (SCH 40) WATER 1 N 2" PVC CONDUIT ,> 1 1/2" SIZE) SERVICE (LOCATION DIFFERS PACE (GREY) TO LEVEL 6 THICK FROM MONITORING LINE) FILL BETWEENWALL _. _ CONTROL PANEL - - - 4 -. �. PVC (SCH 40}�-&PVC. SLEEVE --WITH MONITORING LINE A ON -SHRINK GROUT MATERIAL LEVEL SEN SOR TREE PLANTING NOTES: N.T.S. 1. STAKE ABOVE FIRST BRANCHES OR ' AS NECESSARY TO PRE�r''T C' '^ "'^ OF RUBBER HOSES. 2. PLANT SO THAT TOF IS EVEN WITH THE FINISI 12 GAUGE GALVANIZE WIRE ENCASED IN 1' RUBBER HOS 1/8"x4" STEEL EDGE, COLOR SPECIFIED BY OWNER (OPTIONAL, EXCEPT AT CURBS & SIDEWALKS) "BULL ROCK" GRAVEL (3"-4-0) GROUND COVER w/WEED CLOTH - 6" THICK Z I "r� 6' METAL "T" POS - (MINIMUM OF PINE BARK MULI 2" THICK (M.IP NEW TOPSC w/FERTILIZE 8" DEEP (MIN 4'_ OR 6' > SPECIFIED ON PL PINE BARK MULCH 20 (MIN.) c� o WQoo � m 0 I� 0 ;O 1" ISOLATION VALVE NORMAL POOL ELEV.=286.50' 7 1" EECTRICAL SOLENOID VALVE FINISHED SENSOR CABLE (TO GRADE WATER LEVEL SENSOR) AROUND PERIMETER If WASHED GRAVEL (3/4- - 1 1/2" SIZE) 6" THICK 1.5" CARPLEX TUBING (WATERTIGHT) w/#10 WIRE & #14 WIRE FOR LIGHT KIT 4" PVC CAP w/HOLES ,-(PREVENTING ENTRY OF DEBRI) %�i��/��i��i NEW TOPSOIL J \�\/\\�\\\<\\�'(MIN.)_( �j/�\�//N/ 6" THICK -p. SHRUB PLANTING N.T.S. TREE PLANTING N.T.S. VERSA-LOK RETAINING WALL METAL "T" POST 0 8' O.C. (MAX.) I AERATOR - AGUAMASTER LAKiEW00D PATTERN (8' SPRAY KIT X 13'0), MODE i_ #M5412 -SC (1 HP - 240V/SINGLIE PHASE) w/LIGHT KIT, MODEL#8170284 (4 FIXTURES, 75 WATTS EACH "NIGHT GLOW") NORMAL POOL ELEV.=286.50' 1/4" NYLON ANCHOR LINE (8' LENGTH) STAINLESS STEEL CONNECTOR 5-#3 BARS 7 e o 12"0 o V - ." j TYPICAL CONCRETE' FOOTING N.T.S. W RADIUS E ALS 1' PER CALIP RINCH (MINIMUM) N.T.S. 91 7607 EAS` TVI A K K DR., S` E. 252 <77840 POST OFFICE BOX 9253 COLLEGE STATION, TEXAS 77842 EMAIL: civil(cvrmengineer.com OFFICE - (979) 764-0704 FAX - (979) 764-0704 TEXAS FIRM REGISTRATION No. F-46 MARKI DATE I DESCRIPTION PETER B. VANECEK LICENSED LANDSCAPE ARCHITECT No. LICENSED IRRIGATOR No. 5411 2731 SANDY CIRCLE COLLEGE STATION, TX 77845 (979) 693-7153 OR 0I Q U - W cwn Q 0"1'0 z \'lij ® " o u 0 lija- = u) j lyW EXISTING TREE o� Wui - W 0.,..0 Z 0 I \ W z -jO Uf-- _j y W m5 \ V cV \\a 'BARRICADING FENCE SHALL BE MAINTAIN THROUGHOUT CLIENT INFORMATION THE COMPLETE DURATION OF BERT WHEELERS, INC. c/o RON CO'WE 'CONSTRUCTION 1919 WHITNEY STREET, SUITE #100 HOUSTON, TX 77006 GARCIA@MDWHEELERCOMPAN IES.COM EXISTING GROUND WITHIN PH: (713) 355-5355 BARRICADE TO BE FX- (713) 355-1082 UNDISTURBED FILENAME: 0423LPlA SCALE: AS NOTEl' SUBMITTED DATE: 10/3/11, 12/21/11 DRAWN BY: R.A.M. ���' --- -- CIIECKED BY: R.A.M. / FIELD BOOK: N/A PAGES: N/A RME CONSULTING ENGINEERS CLIENT NO. PROJECT NO 197 - 0423 ECTIO: L201 SHEET 9 OF 9