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N.T.S. GENERAL NOTES: 1. NO PART OF THIS PROPERTY IS IN THE 100 YEAR FLOOD PLAIN. 2. PARKING AREAS WILL BE ARTIFICIALLY LIGHTED. 3. NO BUFFER AREAS ARE PROPOSED. 4. THE BASE UNDERLYING ZONING DISTRICT IS C-1 GENERAL COMMERCIAL. vlok�& */% \i0vol & If lj�f E a U) 0 N 0 V) N N E 0 x 0 0 0 N W, ST9T� 6 SITE LOCA N \ �� EXISTING 24' WIDE S TEXAS A VENUE (100' R. 0 W.) I I PARKING I I 1 ACCESS EASEMENT 1 I ( saism e-aNl' � s 4xp a sk 'P�.,_.eu... 1 T.D. TAYLOR 1 LOT 1 LODG VOL 167 PG 35 VOL. VOL 274 PG 743 1 ZONE C-1 1 (APPLEBEE'S) 1 1 PROPERTY LINE 1 PARKING 1 20' PUE 1 1 I J J 10' PUE i 1 *JNORTH PARK 1 NORTH PARK NORTH PARKNORTH PARK ECTION II SECTION II SECTION II SECTION II LOT 5 LOT 4 LOT 3 LOT 2 VQL 494, PG 543 VOL 494, PG 543 VOL 494, PG 543 VOL 494, PG 543 ZONE R-4 1 ZONE R-4 ZONE R-4 (4—PLX) I (4—PLEX) (4—PLEX) (4—PLEX) ZONE EX) 1 47' EXISTING PRIVATE PARKING ACCESS & PA KING EAS MENT I 1 1 MEADOWLAND STREET (PUBLIC WA Y) 13' EASEMENT PROPERTY LINE MEADOWLAND ADDITION VOL. 94, PG. 279 ZONE C-1 (HAMPTON INN) I \ 10' ELECTRICAL rASruL�N rI 1 � ( I 1 HOME2 SUITES 300 SOUTH TEXAS AVE. COLLEGE STATION, TEXAS 1 1.41 ACRE TRACT, LODGECO SUBDIVISION 1 PARKING ! LOT 2, ZONE C-1 I 1 NORTH PARK SECTION II, 1 VOL 494 PG 543, ZONE R-4 0.18 ACRES = LOT 4 .. �% 0.18 ACRES = LOT 3 0.20 ACRES = LOT 2 1.97 TOTAL ACRES CONCEPT PLAN i FOR PDD REZONING OCTOBER 12, 2011 JC Project No. C0120-001 S & C J 0 N E A RTE R INC ...� ENGINEERS -PLANNERS -SURVEYORS Texas Board of Professional Engineers Registration No. F-439 1716 Briarcrest Drive, Ste. 160, Bryan, Texas 77802 (979) 731-8000 I I --- . I I I I i 7.5' B.L - � I . I 4 co 4 CD I N I I . T.D. TAYLOR I w I LOT 1 - cq p . VOL 167 PG 35 VO 274 PG 743 (O I p q- 'd- IZONE C-2 I z I I I i I i . I . I I I i I i I . I I . 15' B.L. I -''- -,- -- - - - - L--'---1- - I ---, - --- - - \- 10' PUE I N 45*32'20" W - 255.19' - /' . � " I t I / .. , /- I / / / I - - - / , / -67 08' /. , 33'�/ '� . '� . ", . . .. . /I � , I .' , "I ,'N NI -RTH / A " RK'.." SECT1.0 , N /,-'I'I I tr. / . /'N P-1 I It .. ,I 0-% ..,-, . /. / ,-" VOL / " .. `�. '. '�i '- / //. /' I / V - ,543, �. ,,' .11z "I% ,-.-.. 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I i I i �i ; COLLEGE STATION i � i BRAZOS COUNTY, TEXAS 1� I � OCTOBER 12, 2011 ! � ' ' r JON ES &CARTER, I N C. 11 I I I I I � : bi ..Mj ; ! ; I ; ; Te. Board o Professional Engineers Registration No. F-439 i ; if : i i I : 1 1716 Briarcrest Drive, Ste. 160, Bryan, Texas 77802 (979) 731-8000 ; I F U W V) N E O 0 0 N 1. 0 im"EM701 W\ Vii17" a k7m N 44°5622" E - 294.64' z 0 C 1-0 01 N N 0 N 00 ,z 0 cin o Ul 20' PUE 20' PRIVATE PARKING ESMT. N 44°5622" E — 289.45' ygo" w — 406. g' LAND 31 VOL 1243'P MV L 9�- 36� ACCESS ESMT. 7.5' \` CITY LIMITS LINE 0' 20' 40' �i f EXISTING cn ZONE R-4 QT cn cn EXISTING cn ZONE C21 il' -1 PROPOSED La P D D O i I I cn o V o � IIIA O • cn O V' REZONING EXHIBIT NORTH PARK SECTION II LOTS 2,3747 AND L_ODGECO SUBDIVISION L_ 0 T 2 COLLEGE STATION BRAZOS COUNTY, TEXAS NOVEMBER, 2011 JON ES&CARTER,INC. ° ENGINEERS•PLANNERS•SURVEYORS Texas Board of Professional Engineers Registration No. F-439 1716 Briarcrest Drive, Ste. 160, Bryan, Texas 77802 (979) 731-8000 V):3 E 0 PROPOSED 40' PUBLIC WAY PROPERTY LINE APPLEBEE'S EXISTING 24' WIDE ACCESS EASEMENT PROPOSED EASEMENT PROPOSED ACCESS EASEMENT (BTU) (APPROXIMATE LOCATION) PARKING X EASEMENT VOL. 1243, PG. 365 19017— S 45*01'10" W 406. PROPERTY LINE EX. 10' ELECTRICAL EASEMENT I \,E�l HAMPTON INN EX. TEXAS AVENUE CURB PROPOSED SIDEWALK CA L fT OL!L�-CT 1996, PG. 331 CDR EX. 3' EASEMENT I N.T.S. 1. NO PART OF THIS PROPERTY IS IN THE 100 YEAR FLOOD PLAIN. 2. PARKING AREAS WILL BE ARTIFICIALLY LIGHTED. 3 NO BUFFER AREAS ARE PROPOSED. 4. THE BASE UNDERLYING ZONING DISTRICT IS C-1 GENERAL COMMERCIAL. 5. THE PROPERTY IS REQUIRED TO REPLAT INTO ONE LOT, THE APPLICABLE PART OF THE ABANDONED MEADOWLAND STREET RIGHT—OF—WAY INCLUDED IN THE PLAT, AND A PUBLIC WAY OR RIGHT—OF—WAY PROVIDED. 6. STORMWATER DETENTION TO BE PROVIDED BOTH ABOVE AND BELOW GRADE AS REQUIRED. 7. THIS PROPERTY WILL REPLAT (1) LOT AND, DEDICATE A PUBLIC EASEMENT ON MEADOWLAND. H0ME2 SUITES 300 TEXAS AVENUE SOUTH COLLEGE STATION, TEXAS 1.41 ACRE TRACT, LODGECO SUBDIVISION LOT 2, ZONE C-1 NORTH PARK SECTION 11, VOL 494 PG 543, ZONE R-4 0.18 ACRES = LOT 4 0.18 ACRES = LOT 3 0.20 ACRES = LOT 2 1.97 TOTAL ACRES CONCEPT PLAN FOR PDD REZONING NOVEMBER, 2011 JC Project No. C0120-001 ir JON ES &CARTER, I N C. ENGINEERS - PLANNERS - SURVEYORS as Board of Professional Engineers Registration No. F-439 716 Briarcrest Drive, Ste. 160, Bryan, Texas 77802 (979) 731-8000 i l EX. 10' PUE i ' • P I NORTH PARK SECTION II '' VOL 494, PG 543 PROPERTY LINE , , �,. ' I LOT 5 `•�'':. �' / � 1I1P 110 V ZONE R -4 I ''w` s '' ��SITE LOCATION • , , i s % , I o Pi'° I k ' \4 ' i GENERAL NOTES., , 1. NO PART OF THIS PROPERTY IS IN THE 100 YEAR FLOOD y %' LOT 4 N i / ' ZO NE R -4 8 ° I PLAIN. /; A ke 2. PARKING AREAS WILL BE ARTIFICIALLY LIGHTED. r EX. 5' PUE I 1 APPLEBEE'S �' 3. NO BUFFER AREAS ARE PROPOSED. �; ( I EX. TEXAS AVENUE CURB 4. THE BASE UNDERLYING ZONING DISTRICT IS C -1 GENERAL ` COMMERCIAL. A r ,5 rr x r j: PARKING � e� - EX, 20' PUE 5. THE PROPERTY IS REQUIRED TO REPLAT INTO ONE LOT, THE APPLICABLE PART OF THE ABANDONED MEADOWLAND k a ` � 1 a STREET RIGHT -OF -WAY INCLUDED IN THE PLAT, AND A 9 -- • tea PUBLIC WAY OR RIGHT -OF -WAY PROVIDED. 1"I PROPOSED SIDEWALK N 6. STORMWATER DETENTION TO BE PROVIDED BOTH ABOVE AND / EXISTING 24' WIDE BELOW GRADE AS REQUIRED. 1, i /; , LOT 3 ACCESS EASEMENT --\__. ZONE R -4 Wi t' 0 - �, PROPERTY LINE sr %- r /, I -- Jr I I j \I (/) ifi / Paa ( I R Pa 0.� -1 ��E' PROPOSED EASEMENT PROPOSED ACCESS EASEMENT a 4 r , , ° "1 (BTU) (APPROXIMATE LOCATION) / (� y Ari S$ � a PROPOSED UTILITY x — !--,I'!--..,"-3.3' ,'..1 EASEMENT PARKING I 'II / �� / a LOT 2 (FORCE MAIN) f� C ' / a� ZONE R -4 1 ��� I — i — 0 n /' " r / 20' PR1VA AC0E55 L - � Inigg 8COR j;. y 143L. 270, PC. 178 V f / . J DN ER�ROUND � 1 4 HOME2 SUITES 5. 7' STORMWATER 300 SOUTH TEXAS AVE. ii, /", DET ENTION COLLEGE STATION, TEXAS i v r, 2 J LODGECO SUBDIVISION / / LOT 2 1.41 ACRE TRACT, LODGECO SUBDIVISION d 1 /,, ZON - I/i / - PARKING PARKING / PROPOSED DRIVEWAY) LOT 2, ZONE C -1 PROPOSED 20 PUBLIC WAY & MULTI - STORY NORTH PARK SECTION II, t 0 --;,,,,,.;„=„----....,,,,,-.-r-':.-,, j PUBLIC ACCESS EASEMENT HOTEL BUILDING VOL 494 PG 543, ZONE R -4 , 12' PAVEMENT ,A4 j 3' LANDSCAPE STRIP ! 1// 0.18 ACRES = LOT 4 %, 5' SIDEWALK I j 0.18 ACRES = LOT 3 , 0.20 ACRES = LOT 2 - 10' ELECIR /CAL E5.417: 1 � / ' J 'EASEMENT WL. 1996, P0. 331 1,97 TOTAL ACRES 0 y �`? 2' 1 5c 124. PC 355 — C- 8C°R — BL A CONCEPT PLAN S 45'01'10" W - 406.69' FOR PDD REZONING EX. 3' EASEMENT , I \-- PROPERTY LINE OCTOBER 12, 2011 EX. 10' ELECTRICAL EASEMENT JC Project No, 00120 -001 JONES &CARTER,INc. PROPOSED 40' PUBLIC WAY ® ENGINEERS•PLANNERS•SURVEYORS 8 HAMPTON INN Texas Board ofProfessiona1 Engineers Registration No. F -439 1716 Briarcrest Drive, Ste. 160, Bryan, Texas 77802 (979) 731 -8000 a 1 0 EX. 10' PUE _ �4' 4. •, ' �� F EXISTING DRIVEWAY 4.- � >� /� NORTH PARK SECTION II / VOL 494, PG 543 PROPERTY LINE 4 � ', , II �9. ' \\\\' / LOT 5 I ,% ' ' , ' ZONE R -4 �.' li g c 1 ° PROPOSED DRIVEWAY I � „ I I I i '''��'SITE LOCATION . ,, f � t N. 4 .,r ,.1.' / � � i I GENERAL NOTES; 1. NO PART OF THIS PROPERTY IS IN THE 100 YEAR FLOOD /; -' ZO E R -4 l'' I PLAIN. " I 2. PARKING AREAS WILL BE ARTIFICIALLY LIGHTED. � /, EX. 5' PUE s� 1 APPLEBEE'S 3. NO BUFFER AREAS ARE PROPOSED. ' / ` _ I i EX. TEXAS AVENUE CURB 4. THE BASE UNDERLYING ZONING DISTRICT IS C-1 GENERAL .2,,,2_'..'''''Z'''10 � EX. 20' PUE COMMERCIAL. /, 1 j PAR I 5. THE PROPERTY IS REQUIRED TO REPLAT INTO ONE LOT, THE APPLICABLE PART OF THE ABANDONED MEADOWLAND STREET RIGHT -OF -WAY INCLUDED IN THE PLAT, AND A / / a - PUBLIC WAY OR RIGHT -OF -WAY PROVIDED. �� 1 PROPOSED SIDEWALK / ; 1 6. STORMWATER DETENTION TO BE PROVIDED BOTH ABOVE AND / EXISTING 24' WIDE ACCESS EASEMENT BELOW GRADE AS REQUIRED. 1. ZONE R 4 t /. I 1 , 7. THIS PROPERTY WILL REPLAT (1) LOT AND DEDICATE A i Q / PUBLIC EASEMENT ON MEADOWLAND. 1 %" PROPERTY LINE 1 r r ; ,� / — Z ' I j /. mao 1 m N 1. 1 1 � 8�� ' a R A --� PROPOSED EASEMENT PROPOSED ACCESS EASEMENT e 1� /,: �a� (BTU) (APPROXIMATE LOCATION) 1 I I ` , % :1' PROPOSED UTILITY ~ � I EASEMENT PARKING (� • j Z / u <"' LOT 2 (FORCE MAIN) �" a� � ZONE R 4 j,_, /' / 20' PRIVATE" ACCESS E6Y11 1 '/, ' y I NX. 270, PC 178 1 ,. /' BCOR �< L HOME2 SUITES 300 TEXAS AVENUE SOUTH a / COLt EGE STATION, TEXAS LODGECO SUBDIVISION 1 O %.. Z ONE C-1 I y\ 1.41 ACRE TRACT, LODGECO SUBDIVISION / PARKING PARKING PROPOSED DRIVEWAY LOT 2, ZONE C -1 1 MULTI —STORY NORTH PARK SECTION II, /, PROPOSED 20 PUBLIC WA Se $ j PUBLIC ACCESS EASEMENT HOTEL ' BUILDING: s 12' PAVEMENT / VOL 494 PG 543, ZONE R -4 9 % , 5' SIDEWALK LANDSCAPE STRIP I ; % 0.18 ACRES = LOT 3 i % O - G 0.20 ACRES = LOT 2 �' J 9 ;,-/,.. 1 / ,�. 0' ELEC7R /CAL ES417: p * 1 .�'. " /' J' EASEMENT .1996, PC.. 331 �/ 1.97 TOTAL ACRES � 1 � � Y0.'. 724J PC. 365 — 1 BOOR i CONCEPT PLAN / i _ — 9 S 45•01'10'' W - 406.69' FOR PDD REZONING A $ EX. 3' EASEMENT PROPERTY LINE I NOVEMBER, 2011 d EX. 10' ELECTRICAL EASEMENT JC Project No. C0120 -001 3' $ JONES&CARTER,INC. 5 PROPOSED 40 PUBLIC WAY 8 ENGINEERS•PLANNERS•SURVEYORS HAMPTON INN Texas Board of Professional Engineers Registration No. F -439 1716 Briarcrest Drive, Ste. 160, Bryan, Texas 77802 (979) 731 -8000 5 1 , e �t R ' dP k'gCl I11 n - 1opl o of meeting 11 Is s per mom (I e r ) 1 pace 1 per 2 el'ng room (493s!)0 > 3 spaces i� L' � 1 per room (e ram ns) - 8 epe<es Summery: it `1 111(rmoms) + J(meeling room) + 0(4-Plea) = 122 Eolal spaces required I,. ! i r -- • Seeking vanome to not requre the additional spaces for One meeting mom (S req'd emcee) We remlts in Intel spoces required = 1t9 preenep r Site Park rp Onit Bn Sle. 113 4-Plea 911e - 4 Totol = I IT• OD ••Repo meeting led pmk'ng without the room spoces = 119 `�r _j 1; n r b lie " J ....... .N $ \ I 1 n pf _.r r I I I on .01 o C eI 1 I � N Y Ill' ' e§ir 3 I e T d41 Ir T YT _. o m a 1e • ' 11 Itn w ) I AMR 71 L . �° `aY •� k' Il I Y S 0 5p I L t '-Ill Y - J I - i I t I r'Ii 1 PR r e - : 4 I' v c h I a, L EX FORCE MAIN AND I re l v m GONCREIE em PRE I 1� UTILITY EASEMENT f EX Gm W1RES CFO , N _ }::• r t '. n z IU a 1 La I �, III on m I' al x ILF, 11 1 " 1 L `ice �"S1„S- 4 L I i v C>j r, L .r,ltilrr-e SS I1 S SS✓ W w - 'W�,'—I—W GI —� _ � _ al I � �.' PROPOSED RETAINING PULL EXISTING RETAINING WALL OPERTY LINE r -------------- 1 HOME2 SUITES 300 SOUTH TEXAS AVE 2011-11-16 OPTION 2 r° J0NES&CARTER,INC. ENGINEERS- PLANNERS -SURVEYORS Terns Bonrrl nfPrafeaslonnl Rngureerz lieglsanriun Nu F-I39 1716 Briarcrest Dnv%Ste. 160 Bryan Teens ]]602 19]9) 73h6000 aY M Fop d? EV1,P0 1IN11 tl . Messy Notes: i 1. 116 parking spaces shown 2. Required parking: 1/room, 1 per 200 sf meeting room, and 4 additional spaces ' .- I Al ' " I r I for exislfng 4-plex. ' �� I Trash enclosure location? Shed? Size? ,I, ='1s ! I, .,�� Curb is shown adjacent to the pool p` Yi fence, Need an additional aft. I y. oI I ' A Need-Pedestrian--Pathway-to-Applebee's- �,, ,J u �w O • ' ,t 5W_s.�r j s,n Required Parking Calculations 5 PEDE5IRPATHWAY �,�, h Hotel: IAN I s r , 1 per room (108 rooms) 1 per 200 sf meeting room (493sf)* , a —Flex: 1 per room (8 rooms) - d _.,---------- ( �- �t j -- - \U, _=- xcxrrT VR ;po I ' ix1O8 + 1x3 + ix8 = 119 total I �I v*r ICI 1 � ;1 I °'S°r/ `''—I �' c � .21--- Fc }"_ t--,' •-r- �s— " - — -P ,,-Tr T- ' I; I Seekingvariance to not require these— additional spaces (-3 req'd spaces). Thi s ti results In total spaces required = 116 Proposed Parking On Site 112 >r _ ._,, ll x Site _-.._ Total 16* I ' _ !_ Is Required II III I \"Q ... ��� ,r , .wn r I i,1, � ; - - - I - - - - — s'�- —•- �--- ` 1� Re ufred parking without the meetingroom spaces 116 II 'I F a. 4F iV.t ? t t1 er { et tat I 'LvIE a:poi,N ram, O1 6 yt Fr tn 'i LLIP`I =' �' A " v 7 ' I ^• � � / r,J VvsJ 1 `� IJ I I Lo As. ,„ d •, 'O _ In 1 -- q e7 e "irr3'_l r.I 0 3 [t L ___I J ° y- w.0 � 1 —^r -s � r�' t i - W� 1 T.L � r I'i rll( ' I S,N ,��� `� �a vt�w w— w—w w,. w" w ' s r w w w w HOME2 SUITES - _ - L 1 }• _ - — -- — 300 AVE - r. ys 201 1 1 1 01 SOUTH TEXAS ��'°J0NESdoCARTER,INc. NG WALL o J P PROPOSED RETAINING WALL IXISRNG RETAINI -PLANNERS-SURVEYORS s'exn�idoENGINEERS Q o0 _ 7•`�v� ' Y sBwi P fee llbg,ueerr Regacemlon No. 2I39 i]16 Briarcrest ones. Ste, 160, Bryan Texas]]8o2 (e]9)]310OOO A ' 0 lI'�cyWsl i5 i�PTIO(r1 L u'io(n I�CQ11J : �O'U 1�iS i' -O Rf%)liS l'i'Pl-EX� = IIIo AJI'ACG.S ProPo�'Sn = 117 W m �. CONCAlIE UNINY POI`/E �s0 Oi HOME2 SUITES 300 SOUTH TEXAS AVE 2011-11-09 OPTION 1 1r J 0 N E S & C A R T E Rom Jv ENGINEERS -PLANNERS -SURVEYORS T'eros OoardofPr'afesslonal&ugfneers ReglslraOorr Na. F-439 1716 Bdwmt Odve, Ste. 160, &yan, Texa 77W2 (979) 791-8000 N OIARCHITEGTURAL SITE PLAN WALE, I' a BO'-0' 6RAFNIO SOALE O EO �O PARKINS REGUIREMENTS, F IOFO' 4 STORY HOM LOT AREA 1.41D ACRES BLDO. AREA PARKINS sJwMREO I SFACEhiM. LWT• 100 5FKE5 FARKINO FURNISHED 100 54FAOE5 NC PARKINS REQUIRED 5 SPACES (I VAN) HC FA IM PROVIDED 5 £FACES (S VA'W OEME NOTES GONi TOR : L VERIFY ALL GO.`IIJITIONS AND DII'MMION5 AT Tff JOB 51M ANO NOTIFY THE A 111 BOT OF ANY OIMENSION ERRORS, OM19910M BEFORE FABRIOATNd5 ANY YbRK. OO NOT 50ALE ORFYIIN55. ALL O TGIOTION WN CONFORM TO THE P IREMEHnII OF T£ STMOARO 9PWIFICATIORS OF TE CITY OF OOLLEEE STATION, TXI CONTRACTOR SHALL FPOVIOE'AS MILT' PLMLS TO T@ENSI Ht 50 VAT TE PEPIOdKI&P5 OF TIE ENSIN NSF MAY BE CORK MO TO REFLECT'AS WILT' CONDITIONS. Tiff CONIRMTOR sNALL EE REW HEO TO FFOVIOE AND MAINTAIN PLL IECESARY WARNIIK Alb SAFETY DEVICES (FL INS LIOHIS, BPFtWCADE9, 916N9 ETCJ ra PROTECT TE FUWIC SATETY Mb FEALTN UNTIL TE WOPIC NA9 BEEN COMPLEIm Alb ACCEFTED BY TE CITY. TE LO6ATIONS OF E)dSTW UTILITES SYOM! ON TESE PLANS ARE AFPROAI m. IT Is TE RE5PONSIBILDY OF THE CONTRACTOR TO LCCAT° AND VERIFY IN THE FIELD PNY UTILITIES TUT IMY CONFLICT WTI THIS CON5IWKTCN. AT LEAST 24 HOLRS PRIOR TO BEOBPlINS OON9TRUOTION IN THE VICINITY OF UNJERSPCt4b MLITIE9, NOTIFY TlE FOUL IWS APPLICA&.Ei VICINITY MAP SCALE, HONE PROJECTSTATUS: PROGRESS PROJECTMANAGER: GAVE RAM DESIGN MANAGER: RCM PROJEOTDATe. 0omil REVISION DATE: DBDB11 J � R 5 �s^ O °zQ 0 O U) N N S a Rn We_- 0ss 5 ¢FSr _ � y QQGbQ Y Ox w 2x s° J m � r z Z �2a N zffi Q W �qE Q 'a a l ~ JOB NUMBER: SVD-11187 SHEET NUMBER ASP �resdvhQubS pla led, / �i VICINITY MAP \ P I 1 .Xc.. r'•ZU Ov S \ 0 fV s } Or 4 6\ TRACT 4 ib°II 9 \ oty /e�� �1�F9. o�Js y�a�n� sr/ u5iriy /%y w%j�r �!LS FofUra /a.�5a/'z%l% hha'/ t+aA6,.c by rno%"vi>k»I /o/' otuir/ � sf f/acir- /w� din' "clion . G......ly .u.a....ay.e. of; oNi zr p.nzd4= /ro 5ur, =.'x I f-T/-.ram SP 53 1/vr0,7 PP EXISTING FENCE C p•_p p p ' h gEFNNINC WALL FOOTING A 1'-11 TO PL 1'-Ip CONC. -'� FLUME N� CL�^ ' MINING WNL STEM I• �PL ]'-p LONG. FLUME 1 I PLAN OPENI CONC. GROW RETAINING WALL STEM WALL FOOTING SECTION A —A L 4' 6' FROM END OF WAL IT ELEV 32F63 RUNNING WALL EL 329.63 N 3/B' 12 3/8' 2 9/16, g' TOP OF 3' CONC. FLUME TOP OF CONC. BUMF R 328.8B ENH AT WALL ELLV. 328.6 STRUCTURE OPENING OPENING THROUGH RETAINING WALL SCALE: 1"-1'-0" SCALE: i1WC1 Gul'OutS shalt bG Mortared t0smooth GENERAL NOTES- ApptIcninao. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY COLLEGE STATION STANDARD DETAILS AND SPECIFICATIONS. TUNING WALL STEM TF THE CONTRACTOR SHALL RE RESPONSIBLE FOR THE EXACT LOCATION OF ALL EXISTING UTILITIES AND SHALL CONTACT UTILITY COMPANY REPRESENTATIVES 48 HOURS IN ADVANCE OF EXCAVATION. IN LIEU OF USING THE CONSTRUCTION MATERIALS INDICATED IN THESE PLANS, THE CONTRACTOR SHALL OBTAIN WRITTEN 3' WIDE % 4- THK LONG FLUME APPROVAL FROM THE ENGINEER FOR ANY SUBSTITUTION. 328.6 22'-4'03.82% E%IS➢NC CURB & GUTTER ALL EXPOSED CORNERS ON STRUCTURES SHALL BE CHAMFERED 3/4" 10328.25 REINFORCING STEEL SHALL BE PLACED WITH THE CENTER OF THE '- OUTSIDE LAYER OF BARS 2" FROM THE SURFACE OF THE CONCRETE. CONCRETE FLUME SHALL BE PLACED SO AS TO ACHIEVE A MINIMUM OF 4 INCHES IN THICKNESS UPON A 2 INCH COMPACTED SAND, OR EQUIVALENT CUSHION AND A COMPACTED SUBGRADE. ELEVATION DRAINAGE STRUCTURE SCALE: 1/2"=1'-0" WALL NOTING CONCRETE FLUMES SHALL BE CONSTRUCTED USING CONCRETE HAVING 5 SACKS OF CEMENT PER CUBIC YARD AND A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 3000 PSI. REINFORCEMENT FOR CONCRETE FLUMES SHALL CONSIST OF NO. 3 BARS ON 18 INCH CENTERS IN BOTH DIRECTIONS. ALL CONCRETE CONNECTIONS SHALL BE OBTAINED BY DOWELS AT ALL CONNECTING FACES WITH NO. 3 SMOOTH REINFORCING BARS ON 24 INCH CENTERS. THESE CONNECTIONS SHALL BE PROVIDED WITH 1/2 INCH EXPANSION JOINT MATERIAL (NON EXTRUDING FILLER) ALONG THE ENTIRE LENGTHS AND SHALL BE CAULKED WITH SONNEBORN SL-1 OR AN APPROVED EQUAL. DEPTH OF DOWEL EMBEDMENT SHALL BE A MINIMUM OF 6 INCHES. 331 1'-10° WIDE CONCRETE FLUME — — — — t-EXISTING NATUM GROUN° 330--------- mil( — 329 328 10 11 ELECTRICAL TRANSFORMER GTE VAULT 1 ArCa f0 brain- _ ____________________c ___.____________. __ _ _ _ EXISTING END OF RETUNING SEA 11+00.01 ELEV TOP OF BO% -I.ISF �-'�•- - STA 11+T9.01 R 32GAS END OF FLUME - STA 11+80,01 ELEV 328.60 - OPENING AT WALL — 111119I1N •G QY.kL1 . 'v ilia DBw Un' I mmNiATR ESeA li" 6W IN, OPP" 444 b.M nreoF t�; I- -.... Aa9*4rtE � ¢Ai CxT i ReTw1 r I Mat awLM sIM sri*+I•mM;. F... eE,.��E ®a w+ww cwwei ra�ea,wMYl�ilia. 1,MO 1! ^""'""`"%«"" (�PPLE�EES' COILEGF S1HTION 331 330 1 329 TOP OF FOOTING 12 cTE vwtr _3299 J �r-3998_ ��P 329.23 UP 3293 29.6 / t U r3329.5� �1 hryW N�' Gfadfi flld � - Aroa to brain i t'-IG"" WIDE CONCRETE FLUME RFTNNING wuL NOTING TO 329.2 - RETAI IN EXISTING UGM POLE RETAINING WALL 1 RETAINING WALL STEM �A uRe N 45'32'20" W - iH5.01 �•� PARK I NG AREA PLAN & PROFILE VIEW SCALE: H:1"=10' V:1"=l' TO 328.38- ' `TOP OF FOOTING EL. 3:8.20 1 / i \ LIGHT POLE PROPOSED 3- WIDE CGW: FLUME I PL ETC 328.25 I -� r msishon Swalt, To flat Section At Ourb. I RETAINING WALL' Z2 AS —BUILT LAILL "`� 1e uj I —, irRETNNINC WALL STEM 3'-0" CONC. FLUME SCALE: 1"=1'-0" .+Bl.an+inllAS o t%3 J $ - 1%1 I: mwojoiig JW R• a0w O.Oa'RY< QOUoo� LEI 't <0 CA OEMERK NMI: NGILWIC TIP LbnW an Ic I. ITSMALL BETHF RESPON91811.1W OF ME COWMCIOR TO VERIFY L..l Eul5ida 01 Taw Ave.M THE FNN.T IM.STION OF N EWRIIRO UIIUMES UNDERORMND NOM Camor Of SUpor 9 YOWI PiIa. &MRM PRIOR. CONSTRUCTON. Conner l Tum AELw.-32 LL VT C. ACONVAUON9NALL BE IN .OE WITH MEOHYOFORYAN MlL MIVO 6CRY Or..rSr STATION STAMOAAW o"Alm"O SMOIFIIATIONS. 6. THE CONTRACTOR SHALL NOTIFY IB HOUSE IN ADVANCE OF 9E0INNING WNSTRUCTION ME F.... DEPM9: 2 .Ty OF WLIFSE STATION ELECTRIGL DMSION: (a.) Sam LOT WATER I SLWER WSIOX: H001ID1 SHON OEMEML TELEPHONE M. (402) TAP- 4IO2. LONE STAR GAS W,(02) 716-SNI1 EXISLP.V.[-�- TEJUS DEFT. OFTRANSMSTATION ATTN: PAT WIWAXS (IOV) T.-RIDE A. CONTRAITOR SMALL TAKE PROPER TRAFFIC PREGVJTION9 ALONG EXIST, "RwICHOR' TEXASAWNUE DURING CONSTRUCTION AMHY SOONKY1NMI ALL REQUIREMENTS OF ME OEM DSTEO HEREIN. ' SCALEW' = 20' PLAN VIEW ' MIDNSEOtliNPA1 IDP.4lPOSOSLOH IL"PLF lOP/EF51 IXIEI E1LV.TID.t --T ,NOS L xRl RRtI / / m ..IN VfR9� K P r 9nm ( 0.R ELEVATION NEW ;OPOSED GRATE INLET cJX In PARKING LOT i I L 9011O.IW � �RIOPoSf019'RCP�IMI-TI3 -atl9 i ELEVATION I BACK OF INLET 8 1 m Dm� m p� 3a1� ry 11 \ V P SECTION II VOL.N94. pos.T OF t.LLEN�STAT101H /� IgF. j(rTRNERO PMER DHE'1 ./ J E 0'O-ISS.OP .� LPX09CAPE IREA i LOTS _ ._ In. IN E �OJY 4NNtlYA i_- r.w..._71_ N Proposed Driveway Plan LNH ...H. z Nwe !in F N. t.il dNOEf: W%NI—.I.I25 SLOEESMYLNNNANI JLEeIIEDR 3Efl JCC • y •A-.W.Y41 b wEuN9r R..NL1.1J e' CONCRETE SIDEWALK i fwYAw9 wb) _ - PARKING NOTE: w YETI Ee IN E TH REE PAf:KINGSPACES SYMBOLED �o- WITH'i IN FRCNT OF THE DUMPSTEIT AREA SHALL SIGNED IS PARKING BETWEEN THE HOURS OF6AM. T0I P.M." z i Ix Rll R ]591 ))```` ILLVSLMINOV ]9Yl 1 ' _ wnwm Ex FPnuE I FVPNIENEOIN s19xDAn 11"E FieTIRRSTisvow-1 I PROP. B LOG. ' V'I T yR#S - I^ INII95191FPOV WTI yMI TryIItli NI¢IiW#OEfD2SW j1�.- T#LL'SSI / . FPoRRDAt3F9r Fk1[ Nl— yiy M M ill k (�Im26�LOfty 1 �I SFEMLNOIE: OMEN90NSAN4 ED .� ;,c / I F� rI x1S I 314t IaPr' �Fj / NfRI•••/AEN3(SCV.fB1E. MWAS v9m - / -I?{ �� ADOFFI]TOTNEIAN0.SCA^E SIRw xN IS OUILDINGU C til r/C#am � FRONTMI]I'WASRFIXICED -ADM a{ �qEE.. _'. _ 4} I I LANOSfPFE STeVPINRFAR TFlta]) I • n R I P NDSf S 0 2 91A oRA SH T0.1G11 1 N'IABtNDON.0) PLAN VIEW I EXIST. CURB MET ..I p a im9ma x -�_ DItt 4N119 DNE7 REM! Xuc NRE WIRANT z. N•WL leWL— w.M.. I- -A1 SR{ v qN^I y+Y (I:.../in Y'.•+ws e9°d.. a .w 9nW !. ,r D0.�rynFtl R.ri 9.dM A H-At ..IwJ f N.w r„r.rA...F� N-R Side View r� SILT FENCING DETAIL NOTTOSCALE EXIR. PoWEfl M LINE u' WaN 9 99 E I_'Wt � EXN[ OVERNEAD�' DESIGNATED PARKING ONLY 8'69 VENUE 100' R.O.W. -EXIST, axe DDX DVLWAT 'fEn.o'9..HRNMuK — li wL --p a "NOTE ATIVFROIffATK IF QARS ONAOLElEIGHT W&WASPEFHWYSGN ORDN S. /a 1 LY Ct la B.Ns R+PI r —/a eu CURBING OPTIONS CONCRETE PAVEMENT .WNNIULN.YNN SwYIANNA, waY91! S .• v.r[YruDeNfY IMr. 1NNYGI.�YYY InlE.rrirr- ' DrB.. TYPE'G• EXPANSINON L CONSTRUCTION JOINT DY.w rD.l�a�.v Ca.r.yl i� : E.KYw NM /� IL ]M1r 0LfdW.E N.19YYal l'DL CROSS SECTION OF DRIVEWAY WRYPE'J'JOINIT AZ VICINITY MAP -APPROVED FOR PERMIT - IN HRKH //�� GMIE 101 E N191 N I10rM'0Fq-L p1065ED WMlE / FMNr XYy� /LJerERNNINE rD N1IRk s.., r..a �RIFNINE 6EHMER DEN AM"e Os.0 Alp INS TYP- ELEVATION VIEW PEDESTRIAN ORATE &TRENCH NOTTO SCALE Bully L..amwee dYnp. &MI P SYNOPSIS SSDZSs c. ROLM�.w RmN'DL 15. PN SBS.F.=93SDeta Regied SM9R.13sp wE +13Essxw A ..IIe PNOVSDDCDa R.,,SW 11. SO Sw-.1 BDRd St IS imsR'SH,.2 Rend 3 Regd Fa TF65ie S ShY. .1 Acce9lbMPnFiq SR9oiq SITE! DRAINAGE PLAN FOR 1.240 ACRE TRACT - LOT 1 CD � (PROPOSED' F PORTIONS' SITE) OF COMPRISED36ACRETRACT VOTK)NS 0.236 ACRE TRACT VOL.1150, PG.541 AMA N 1.210 ASCOT LE VOL1GUE. A6,PG.210 J.ELEGES - fj ATION..A-SO COLLEGE STATN7N, TEXAS SCaLFa'•2O OfC"A6ER.191 FHEPNODiRI HNNOME(:.•i.� RRERV S M IVNI.-1U]AENI CYR a811WNSIAR1.S1E1m SSIpuEWHpM4 FK1 OhWMq.YNIW {® D11FRtvfNY.TCM9]M — MDG NOL2319-000603 S. THE CONTMCIOR SHALL NOTIFYEB HOURS IN AWANGE OF BEGIA W NSmUCFION THE FOLI.OWINO UEPIS: CITY OF CYILLEGE STATION ELECTRICAL OMSI ON:- N: IE90I T01-Sfl01 WATER 65LWER DIVISION: (RAN 'm-9060 GENEMLTELEPI ION E CO. (ISO) 139-EI02 LONE STAR OAS CO. (449) 716-041a TFygS BE OFTMMSMATAT10N AUG PAT WILLIAMS IE09) TT0-2165 f CONTRACTOR SHALLTAKE PROPER TRAFFIC PRECAUTIONS ALONG TF S AVENUE DURING CONSTRUCTION ACTIVIW 6COMPLYW(FH ALL REOUIREMENTS OF THE DEPTS LISTED HEREIN. I PRDFOs(0 AER, mVxBP1M ..'rI1PAVE - I� ILE PLAN VIEW ABaK WORGED IN•• LEI 1"....- I ELEVATION VIEW PROPOSED GRATE INLET BOX in PARKING LOT UENI:N MARK EaD Lenler UI Menl,ala LacoloE Ener Silo OI Toxev Av N.' NoM Carncr Ol SuporBMolal Sim. WSLHOW -0A—EIA -321.9E 6L V0 LOT t�•1' Ems}/•L E%19[ Wl41NCNOfl'% DRVVLE OANGHTLY UTL 5 .xR LEOXE. -" - IS RLprn,WRLWAIEI I N I I I s I N I I . eflnoN DPI �� I •H319 � F�j �NOPoSEOIB'P[PI PII .3P.fi ELEVATION I BACK OF INLET IGDms mlBmtt-RLp •Pl L W nl - F.L p-l5]t I-PoLI.LmrL CVfl81NLEl n/OIXM WF WSi OIflB PLAN VIEW 1 E30ST. CURB INLET - E YJBT. fIBE NfOOAN! r� Y'WL WWI T1 aL[/S T Iqm ORib .Eif ..w j sr PPnr.a aaw IB�rotAa.°.P ... Tm.N anon[ le.a GmPeN Inns LaMW k F^+AI'.w.M � ' 'ialHi: a ON 1— r ^MW pNa � V Side View r 1 SILT FENCING DETAIL NOTTOSCALE M# Fr % I rA9z+m I R3A•L 8 S/ �R N 34i� 3 a 1 1 i I ' MONSED.wgis FAS( xl LOT / BO'IrnllT'FA9ENf NT< ATIONII VOL.A94.POS43 LOT ICITY OF COLLEGE STATIONS EXIST.'"S"RAD PONEX UH� RNUn N 4S'32' 20' V- 1US.01- E TTw=m LANDSCAPE PXEA i c Is 91111DIx [ / Tp9a 'I�- -al vs N-J R3AIL •'m BGIIN IILVFM US jes•�'ry D 1 A% nm c 1 e F g tlN s' pNOWS(bL/NA y t I DU EP -1 L-'G b Ys RC^yOxODBTEx ATG , (INTEL x 'srIFDNFA I - n J (S(VACH S X r ri 6' 99 t-- E Q.n —�E ` I-14'W T E%le"f.PosKB ! Illl EOB[BE HE (CITY OF BRYANI CRY �LRISS �Yn LINE 14-------- r' I +NA p �O,eAe un.aMnp 5D I 1 1S I RSbm I ISBUILDING oINC J_ 4 PQYEA POLE I Tan...... w...n...... � S1DS .._... I I 4-L-FX I9T. W3SFMKE OIIE •L IIIm IXUSEI TEXAS; AVENUE, 100' R.O.W. i I I I I Ex1m.cDFn`�.I I ExLET 1I`II l LOT EKIST. P.P. _ wa E I a z (� ~ I.L3Al1 s I 6 RSS91 IB>ol{.al fr rq- \ I m w i� yD I;T yg ._ 1 1�8d I \ats it DIMtle 90bBM[ ARKS. w., -TanvlGnrerpeETO IGUNW ndwNdb -y MCOEeye SleEon El[SiW OepeMleM - nuav<�w kaoM roaeo ve 6• NV4 b _ /�/`/` 9CALE�1'• 4D' Y aimua - T. NISMfAIS7..E. rrya �a ! e• RID m2%N S SSInIS 4.At,,... nw a va�ma qaa xryoa ^x[xe _Proposed Driveway Plan LjNL fenA Ly W,FIaN Yrleai 5ypp[a,elO.ITYtIL' NN- 'Mars MlwAtl4tz 1Slc N.0 14aI.L arilr Mep We.e1 YL 04NI Pida4 na NmENnKpFi j.�� 'A•C�uw H-Tlii Ylnl YNI CT.NIYe01aa.[NYM LaiNiNM 1Mk Mint 1/IP L,w MNI�e. el CA NEv. n.LLYYeYeN 8' CONCRETE SIDEWALK TYPE'G' EXPANSINON 6CONSTRUCnON JOINT (BnM/me oxD) lh a Be Sm mawlJ 1sD.c H+d w•vAl e„L'1 M % x.vas-D.c E.eNw. EsrigBw� f r,� TIPe-rJW YLESEAN NE•DA CROSS SECTION OF DRIVEWAY W➢YPE'J'JOINT 59^ G-L O'SANEflEEWU .XE` E --2 IEL 1f'T2-w-N�I YMIN. TEL f MIN. TG 7•. ((T 12`MIN. E�CnFN ttIYJUR PROP. BLDG. FBOFOEEODFAIE PDBRf9H C DENNM PHOB.S.UTIRI.mm TYP. ELEVATION VIEW PEDESTRIAN GRATE & TRENCH NOTTOSCALE REVISIONS VICINITY MAP .TA OWTE nOGROR ID MNOI FOURDOPGIIR(R PNWNEANA pyON$EDUSAGENR ,TIRc'c�L `�S /J'H£DCE'S RESTAUPNIi Seneelne0-9BFxture Unib.-0.1$i (i5 Im016q Oe[tOaE•1%sEPpeeHr Wtleelml• 116 FVE[e UrA[ • HI GFM ual - I® IF ©�©W...rlr-..ra.m-T. ..-^.� mmOCu7r"� mffmw e'. MEER MEN510N5 MPSL(ED ITGCFG6IE. f Wp5NDSCMESTwPINS PEWC£OFROMPINRFM FOR a 1.2110 ACRE TRACT - LOT 1 PROPOSED' APPLEREE'S - SITE) YY COMPRISED OF PORTIONS OF A 0.236 ACRE TRACT VOLA160. PG.541 AMA 1.210ACRETRACT VOL.1186.PG.210 J.E.SCOTT LEAGUE. A-50 COLLEGE STATION, TEXAS SCALE:1••2P UECEMEF. 1993 OF.. RON FAI.fPAAEDSV XREBf FS FOIBOWEDEVEUFNENI OHWP ISI INF STREET, 1IE1. gj ND11EMlNDAR2 FAST DAPAID.YANUIMAi LOIIEGESTATWN.TWSTGNO MDG NO. 2319-000603 NG FACE OF CURB NOTES ALL DIMENSIONS SHOWN TU CURB ARE TO FACE OF CURB or evw eexx" r asoz .Je � SUP E E* xlv[rtvn PROJECT LOCATION VICINITY E MAP w LANDSCAPING REQUIREMENTS nsp.awi:= ELTS usz D. •ae rr ai[ unxoo s.,ue IN I. r EC,A SO ga°" All DER evaoo HALF AN ..,a SIR IF, u.. .INS.., ENO,, 1, SEE SCALL.A.. IN 111, Dr.. D.p a. 11/z I pA 1. A. .S.,M.n.DYa. O, j' RED m. O Wo O LANDSCAPING PLAN Per CH Re uirements jt OJ °. Dux,a s,a Ax¢u .1ROLM °•-Io• ,. ...F.D. .°.. .° t,m zzo rerc o`,° N I W W O N miLA ff° FIAT u.y (0) 540 z CIE. K (D I ART OA. d Z a PAT .IS 1. PI NT <r4Uxrt 11. 1D AANNE7 ['SOP° REQUIREMENTS. RE ,x[ ONES HEADS HAT �aEoo. w D_ I AMnOr APIMr PI AM /Tntnl nn C11ni DOLE FOOD) IN ARIALLIN ITHROTAND ",A. I.- ITH-CANDED TYPICAL BERM PLAN 0" .•sw..Dln.n z.a BERM SECTION (n.t.s.) INCEINSIC ITS NORTH PARK SECTION 11 VOL. 494, PG." 543 32'20"W-18 "APPLEBEES" GRILL & BAR F.F. = 327.00 LOT 1 -i---V— I Lo III DIDII,E°..m..I I�I..1� I , PI. , xI:_u I I >� I I I I I GROUNDCOVER PLANTING DETAIL (n.t.s.) I q HA I .n 1AA BxrCA4 uETII ZO m � N I Q zpEt c-.� I C_ y sn, I W �I 'TO " N Z,D Z , N O V Q J d W O z 1 .a -._le. E- .D.. xp :: R 4 6 .AAETATA v SPIN �wE Host m[u, BRICK PAVERS < j I f .. HOT I. eul�olNc ° I LI AINICNAPACE N IATI° .EAIDxND ID ,CONDITION, °i A r xo ,.n,D x, z N x. A "" RTHEOLE oI0 o"0c o,n 'N °xwcs rHrxzE,xz xIIII. i IN, „ I r ' COALL Of "A,1.0 DE sl CxnY NDxee AFTERzET A, ona1. mTOR IL AS CCITT., FOR E e6PoLUSIO Of LOT ai°m°wnTLurs < I•• ,O4r ADDxT„xD I. RI .1 '., ox ,x 1-1PO,PLAI1 EST i $PE<Yxe, D,1ETT PLEATHD "` `"DUN uu °ionaD`� E .I. PATIF'jr-�, n rxE TECHNICAL r..DD• n.... e:m�°.�.. iD:/ t 11 F I ND PIT, c ex° emcm ox ALL IP ARE 70 z0 ^I' " zi'•' STAR • r • x • TED"ms <DNIA.v ARE TO z°oow.: o: /I CAPE u'Io"Cu T, RITIAsao`Ai "CON, / To eE WILL wm .0 Sx,us DuxnD uxD DIe °Holz uI .-DS.:x," HE CuuT"lrm A01"z, .0 DETECTS In x°xx."xzwD 5 '50'E-185.04':«E:gxpl,FAA .DE,°DD,FIT .CAR ..°. IN, D„EDT FACE ADDS DEC, All 1.11 INTRAID.C1, „D ,xr.IAE. Ll�D,mD RATED. z. so ,xn xD I Extst. Curb o.R, ioln°IiIDNA...:zN e`:,ANITO.11 C.S. ¢T[."nz I I Inlet I 1 pEVIS10NS I I i I TEXAS; ;AVENUE 100' R.O.W. I I I I I Exist. 4x6 Box Culvert Exist. Curb Inlet ORNAMENTAL TREE PLANTING DETAIL (n.t.s.) NO. DATE BY CO ME TS a vnrsE Aw n.,�,.e.e.A D...weu.:.tw 5 MkEJr.4r w.Nne TREE PLANTING DETAIL (n.t.s.) SD.. AD LIAH, s s. D.A, S= fl.a A. ANO "I xFI,AC POCKET —PLANTED SHRUB DETAIL (n.t.s.) ltA� tIt 8„Vl+r,mNre • PIT"E"py . sv,v°ynzp LANDSCAPE PLAN FOR 121. ACRE THE", I ONASI ,CPI II A'SO,.. ISO'O.YI ..no ACE 'A" NOA.I us.Doslo n°oEEEE STATION. ,Exec 'a I L �. f'R _ C 5. 1 y _! / f _ 3 y \t }y m y 4IA LEt EFAI NHTES p . L ALL LINCAR-BIHENS GNS ARE IN FEET 1 f - L iDT 11 AREA 235 2 SF C CURVE RADII SH9 N ARE BACK / DF CURB.. i /E. / / ``1 HERRING DabCCC IS PLnT .REED PFII :, N CF[L SPOrK %Lrk / _. IN 19961331. PPRHHALT LOT SVRr PCE SMALL BE 2• / / '>+ i i "" \ : 6. ST➢. 19N11ETE'LVRB AND GUtTE14 TERLI \ ➢E WSTFLLCD AT PARKING PCRII ETEft l9CG[m SUPPI`Jlfl� / .: TOP D( IH-'... - ::; AN➢ ISLANDS :.. i Itst [ i%/ f V ryme _ - ]. T900GRAPHIC DATA OdiAlxEp FROH J \\ CLEV 33159 VILLIAYS-STPCKW]USE 6 G.V, YUERT VACANT 3ERVICCS. INC S 1 - \ BN R SOLID CONTOURS PRE \ ➢PONE➢ mnrouds ARE PRor04 IN ➢. j VICINITY MAP -NOT TO SCALE y Y \ \ t N"/� " frNx K / �ACPNT S I.• POOL Ay '_ \ .r +Pkm -/ \ "eg � � Iv PRE o c-_o shy` `$•� - / : - T r _ , REvn Ixow LOT 2 `` '\ < <•b.'4e, \ p/ � 3U �`a e� s t➢ocroo m.mmsml / rRwr s. eis Taal / rKw WEIR Ea, ..fTA)L r ,a' •\ e 3O `N. RIM ae, v \ s94 .53 y/v 2e a.r OA J .P PLATT[ V r l aS 3D Zi34 z / _ _ sTw aoao cu\eRx� I R „•:�� / \ N �� 't25 P"' 118 13 a LAIDSCAPNG PLAID - I` vim s. . io e s• c �� 12 _1a +vt 1+. _°� L[G[ P KR� \ \5 / '4f /� e24 P' 0 2➢ 119 O2� A lI REDJIP.Eb 3T SliE AREA METHOD IR IRDx R00 .� ,T O P 22 21 I1 9P10 25.532X9D/PKI J64 POiNtS „�hl 9 REWIRE➢ BY pK4 SP. METHOD •' q [M R[IE Y ``\ •.b l 'RL�g U 52%16 . _ ... POINTS Y C e YaaK CN [INCBSIE \ \/J�(� 3 PROVIDED - s F - SIT DR ➢u o M 4�\j`aL3_ o •� - -� NUMBER POINTS p = R NE PDsi xn ^ e 7 a DESCRIPTION t'. Fc c FUICE C➢ I.h! ca " " a'�O 6 n /'''� R'N DRY D AY Y 4l Y 1, a ) LIVE Dnl( 1.5' CALIPER D 374 V �j CDNTAINER12ED 1 HB ' BACK 0 PACK C N B C9 QV 42 7'Y 1 A\\ rA �J `y[ / 20p - PUC • BNnilL mlIT [ _I. IIDUSE r tiQ sR ` s vL_ 4, / Nd O TREE YBVIR• 5' TO 6' TALL S EC, p¢eji IE L E SC + h ® DWARF TREE CREPE MYRTLE-Ig Y90 1 l BEm.ln 'aJ`TP'Pd ✓ '3r.^ 3 xe i° E - LCCS E SCCSS ^^ y Y.IN i GALLON PAC • OUECH [C51 Er.SMI. 'fL� dip _ 1 ,,O - 765 EN' ^ ElECtA1C H.rCR �a [.� i9rAA. ET -' ELECI IC TPAR.FWYP l 3•� CIVIL - R 11IC LJPIIECIIXT v 45 z� /`2. "IIrR,S s 7 e� LANDSCAPING NOTES: - L HM SP v e C CApSIEM1,� l 1. 16 DM•AP.F CREPE MYRTLES VILL BE PLPNif➢ ON P I.0 SSV N111RY 5 [R - - -� HICH DERH ALONG MEPppNLAIL STREET. _ S 2[5 � O` 2. 3 DWARF CREPE MYRTLES WILL 2F. PLNIITE➢ PL011G Tr_P n�,rl `_W 94�p?TEN' rry CIPE mn¢nNl .� '` \ 'YI SVIPJONc P➢GL SIDE OF PARKING LOT. t GN GAS IS A '\ - �A- 59 & GROUNDCOVER SHA4C 9E IGD% LIVE CRASS. }Jg . 1[LCWK, PEbCSrRI 2 5, [R21GANCH SHALL BE BY SPRINKLE STSTEfL DESIGNED 'C/N ^ CaBI[ iV - VACANT - AND INSTALLED BY OTHERS. : r/ j L • niR .".ISMA - Al, OK OVErtrNx4S'P - S. ALL LANDSCAPING SHALL CONFORM WITH CURRENT CITY x 1 .lvlS [0 OF COLLEGE STATION ORDINANCE RCI.K. _. A ' F�N �S I\VI SITE PLF;f=1 LOliGECO . PARKING LOT SCALE ; & SWIMMING POOL DATE PROJECT A19 1995 Q SS `V DWMEfl�➢EVELDPER: PARTLIF LOT 2 APPROVED D 8T: LG .J J �' LODGEC❑ SUBDCVISION RCJloloxs; I\�g, LOD4E[D PRtlPCallr3 Li➢. SN ET ALINDG ENGINEERS AND PLANNERS P ➢ et STATl ➢RAIOS COUNTY, TX Co[LCGC smT'm. ;x A➢rz COLLEGE STATION, edran: rzxaz na➢2 " Aos-➢a6-nese ir. ruo gnnsz _ Im SOUTH TC%AS AVC., SUNS 2Ho 1:9 .16-.6oz V. 1996, P. 331. OFFICIAL RECORDS i I�j�.r//,.'J�� \ \ TOP OF FIT ELEV. 331.59 ^ BM i \ a'� ""rA%t b I I GENERAL NOTES 1, ALL LINEAR DIMENSIONS ARE IN FEET. 2, TOTAL AREA = 23,532 Sf. 3. ALL CURVE RADII SHOX411 ALL BACK OF CURB. 4. BEARIt{G SOURCE IS AT RECORDED IN 19 i /331. 5. PARKI G LOT SURFACE SHALL BE ASPHA T. 6, STD,C NCRETE CURB AND GUTTER SHALL BE IN TALLED AT PARKING PER THETER AND ISLANDS 7. TOPOGRAPHIC DATA OBTAINED FROM WILL CAMS-ST ACKH)LSE & G.W. MUERY SERVI(ES, INC. 8, SOLID CONTOURS ARE EXISTING, DASHED CONTOURS ARE PROPOSED. 9.THIS PROPERTY IS NOT AFFECTED BY AN IDENT IrIED FLOD➢ PLAIN. oK !N s A A 'vae It RTIT PARK \ / SEE ga "v \ \\ .x�Q PLATiO311 U� LEGEND \/ IR = IRON ROD IP = IRON PIPE CM = CONCRETE MARKER NBC = MARK ON CONCRETE S/F SET OR FOUR FP = FENCE POST FC = FENCE CORNER ROW = RIGHT OF WAY BB BACK TO BACK OF CURB BL = BUILDING LINE RUE = PUBLIC UTILITY CASMT. EE = ELECTRICAL EASEMENT DE = DRAINAGE EASEMENT AE = ACCESS EASEMENT PPE = PARKING/ACCESS EASHT. EM = ELECTRIC HE TER ET = ELECTRIC TRANSFORMER E/P/L = ELECTRICAL/POLE/LIGHT MH = MANHOLE co = CLEAN OUT WM = WATER METER W/V = WATER/VALVE SS = SANITARY SEWER FH = FIRE HYDRANT GM = GAS METER T/B = TELEPHONE PEDESTAL -C/TV = CABLE TV AC = AIR CONDITIONER CH = OVERHANG ( R ) RECORDED PHASE PHASE LINE PROPERTY LINE BUILDING OUTLINE HOUSE 3 sP VACANT N S BOB 35 91 / voV OR OF TE FOR gvrL[DLr•s OF rrxns, wc. /yb 2000/18B , Mp / / LOT I LODEECO iUBBIVICION / 199N3"IT / ,LA PLAi1F.0 , n VACANTiii�� } / y�FEMPINp- OF v / LOT 2 %/ / LODGEN suemmsmN / ; \ (HATTED / 4' 30 la I 9K1 \I' _�zr 4. PSe o JO iid Sf 28 27 P 45 ; [ 12 24 a°°aB �\ ri9 �F, 11 21 P 10 22 /\ 11 9 Ao / ° 7 G o do 0 °yT:J IS'R 4�jS � do �Q 'ZX. 6�y / > / eQi ''YOP yA / / VACANT , 3a :) x,oss<..+x unaEnGawmo �o°F nrt mx,a,� 'ioe »+o ao MHAa�EeoiBm mia IT nsuL A, Too raswrvmms sox MLMAI cemxa wxnPre,•»caiw wosw.u..va raxe,xawrcrfHumvnro auams N<wuu.o Nsexis wcwTm an. mrtua w`�wEmm m xmA P,PTr T. WBwwfucxTo »wi avoPweew a, mBnu l.,snnrAl v»ax xT xvaKA 4"GoR UE9ro PT xE fxxnwui arxw)x: a TfR s»wNA I., no amMuxa ww .wca.won*me xonnmrsTewxwmorm svnwmo roa It .A ART T`EAP..1 Ntxl lNE piYx WN,m:,R CI�NN,CE s' ama,xa Poos.w n+u ns n xamun%,msma THE mx,u<,w swu wmvx MLoa»m..:x«ww wA oxx HA PAL nawuT. rnou sxE rx,mgRNL.sw»ew ♦asuunN�xEol rip LoTa»roua c[Irtmm[ »rpEx» .T°O1Toovx�,nxw,rvNEOTnuwnm EOL *ox os c,�Enoox wn'ww'acw°P.a rromf"OBacBrwaL,sm \. / vxNf OxGmrw ✓.� Ew \\� / npOMNNamEn�' a� 0 LL, To THIS I p YE IPIL'�[NI j/ i, / I LANDSCAPING PLAN: REQUIRED BY SITE AREA METHOD 25,532X30/1,000 766 POINTS REQUIRED BY EYE, SP, METHOD 42Xi6 672 POINTS PROVIDED ➢ESCRIPTION NUMBER POINTS LIVE OAK, LS' CALIP[R CONTAINER2F0 5 375 lJ TREE YAUPON, 5' TO 6' FALL 5 200 ® DWARF TREE CREPE MYRTLE, 19 (90 MIN, 1 GALLON TOTAL 785 LANDSCAPING NOTES: F 14 DWARF CREPE MYRTLES WILL BE PLANTED ON A TOP HIGH BERM ALONG MEADOWLAND STREET. 2, 5 DWARF CREPE MYRTLES WILL BE PLANTED ALONG SWIMMING POOL SIDE OF PARKING LOT, 3. GROUN➢COVER SHALL BE UNIX LIVE GRASS. 4, IRRIGATION SHALL BE BY SPRINKLER SYSTEM, DESIGNED V oc 5. ALL LANDSCAPINGSHALL CONFORM WITH CURRENT CITY OF COLLEGE STATION ORDINANCE, SCALE ' 1\ 1' = 20' �ALINDO ENGINEERS AND PLANNERS 3833 SOUTH TEXAS AVE., SUITE 280 BRYAN, TEXAS 77802 409-846-0868 N I S - NOT TO SCALE //�p:vsPx w/ cwl \A- A� �� a cNBe — dBW LYIiER. — nSPxLLE TOP VIE, 1— R>9 oAz 11 oa N.A. to I$" —I 6' EW0 J' LLRB � T' CI.WB T' EVBB E' LIPB � . BsxfuLT KI FRONT VIEW GAT CURB WEIR DETAIL c MA,LII46 Ix iEE, RA R[Mnls , SITE PLAN LODGECO PARKING LOT & SWIMMING POOL STANDARD CONCRETE VGFWALK DETAIL STP IDMOgMO SEC�VEWAY ELT .aux roasm r ».»+m awwv CONCRETE SIDEWALK CB039 SECTION rxear 1' _I. °? I60141CURBING ASPHALT PAVEMENT j'-A� OF r OWNER/DEVELOPER: - ;i�p,l DATE: APRIL 19,�1995 PROJECT JAPPROVED BY: CG 9 — 9 5 .ODGECO PROPERTIES LTD. 19 6 f 33i. DI F ua. RE -lip REVISIONS: MAY PO, 1995 0. BOX 10614 FT OF LOT c NOFTH PAt ECTION iI SHEET :OLLEGE STATION, rX 71142 1 4 9 4 54.5 DEED PEES-'1 •I 'I ArT. FRED DAYLISS 409-846-4601 ' - \ TOP OF PH \ \ \ CLEW, 331.59 \ BM \ \ 5 \ A \ \ lr\ 4 i GENERAL NOTES ' 1. TINEAR(NEAR DIMENSIONS ARE IN FEET. 2. AREA = 23,532 S.F. 3. URVE RADII SHOWN ARE BACK RD,4.G SOURCE IS PLAT RECORDED 6/331.5.NG LOT SURFACE SHALL BE LT.6.ONCRETE CURB AN➢ GUTTER SHALL TALLED AT PARKING PERIMETER I LANDS.7.RAPHIC ➢ATA OBTAINED FROM [ MS-STALKHOUSE 6 G.W. MUERY JGRV L.G J, IiVI,. 8. SOLID CONTOURS ARE EXISTING, DASHyJD CONTOURS ARE PROPOSED. 9.THIS PRUPERTY IS NOT AFFECTED BY AN IDENTIFIED FLOOD PLAIN. 6C rE / ✓n /z^ \ C4 C S \ R/ V ry�4 \SRC L a \�S A. A. ONNgqGTH PARKI \\ SEWION II LEGEND \/ IR - IRON ROD IP RON PIPE CM = CONCRETE MARKER MDC = MARK ON CONCRETE S/F = SET OR FOUND FP = FENCE POST PC FENCE CORNER ROW = RIGHT OF WAY BE = BACK TO BACK OF CURB BE = BUILDING LINE RUE = PUBLIC UTILITY EASMT. EC = ELECTRICAL EASEMENT DE DRAINAGE EASEMENT AE = ACCESS EASEMENT RAE = PARKING/ACCESS EASMT. EM = ELECTRIC METER ET = ELECTRIC TRANSFORMER E/P/L = ELECTRICAL/POLE/LIGHT MH = MANHOLE CO = CLEAN OUT WM = WATER METER V/V = WATER/VALVE SS SANITARY SEVER FH FIRE HYDRANT GM = GAS METER T/B = TELEPHONE PEDESTAL C/TV = CABLE TV AC = AIR CONDITIONER ON = OVERHANG ( M ) MEASURED ( R I = RECORDED — _ PHASE LINE PROPERTY LINE -� BUILDING OUTLINE HOUSE VACANT NOW OR PORNER APPLEBEETEXAS, OF iE%AS, !N0. 1b / 200YA88 LOT I LODGECO SUBDIVISION 1996/331 PLATTED 0 / y REMAINDER OF LOT 2 1086EC0 SUBDIVISION / L ATT PLATTD PED / `y 1 T TV �9 Y I y ao 3t Vz• cP1oPY zq� F 29.0 �},I'•as• FJ 30 ppAtiq zoo 4 TJ 3J1 SEe\ Aofl ,ab R 27 a JS tea, 16 \ s'R ^^,\�p!�L`ll�►' MT+41}J�AL "'EM NIy 4BHJ a � `1L ��� i tf .�5I Df� ♦� 0 m i14 fwl0 .\(^A4��tt�;;AWi 1v��i1 i 'lAtt a"r® w� H VACANT u. nwx wrw wuiroa Im r�Lo _ \\ L: .wexoAnlwnne6.f.�eaxrvmanleww�w rmE .x «wu.IaN«xmllulrox MA Inam uwnl4o olwroAw omam+Be aLrEv rlmlrlE wnR ` J VNPiGV£gBNX1110E ' Si R ♦ - "^«,,,,"„"`,"OP01£L„F,,w VICINITY MAP - NOT TO SCALE A uL�en.clnl1�si..�n rof.,,ro. o"nunl�n yPW'P e PHM^FIDe uNgFN IEKCN YW1K ryffIN�NW]RE xoxn...er�m.Twm�lfl>�ceu«wmwllwn°B� os �ar>w.r«"`ao-1pl.w 6W 1 V 6N r. aM. fn rcaRn xLEV�Ax «I6 Tf'MCIrtp�f WINMWA .6OYe/ <:d� d dC1\Y s EUAlxi6�M64x 1�i in rtAn v'm>nw 21NNRd lxwrq LM xw1 6' CLPB \\ NOW'PdYCEYMM nY KI. TY tlNLgWinw6E I '� 6' EURB ..• ,PILIEK \� /T B. NNEN I.EfE64AICgIWIMEfNIfE PM09EH THE t.�MMpettl9NNL CP.N� BYWWMl lO T4iKxf elRWpLOi«nEFdMCF9 /KHyRp efPFET. ASM YLL TOP VICV �I\ 1/r1 \ O udmvulGN p� h $ oN THIS R: 'THI \ ARE TH e LANDSCAPING PLANI 3 rA�/%A✓r REQUIRED BY SITE AREA METHOD 25,532X30/1,000 766 POINTS REQUIRED BY PRE. SP. METHOD 4EX16 672 POINTS PROVIDED DESCRIPTION NUMBER POINTS LIVE OAK, LS' CALIPER CONTAINERIZED 5 375 lJ TREE YAUPON, 5' TO 6' TALL 5 200 ® DWARF TREE CREPE MYRTLE_, MIN. I GALLON 19 190 TOTAL 765 LANDSCAPING NOTES: 1. 14 DWARF CREPE. MYRTLES WILL BE PLANTED ON A LO' HIGH BERM ALONG MEADOWLAND STREET. 2. 5 DWARF CREPE MYRTLES WILL BE PLANTED ALONG SWIMMING POOL SIDE OF PARKING LOT. 3. GROUNDCOVER SHALL BE 1007. LIVE GRASS. 4. IRRIGATION SHALL BE BY SPRINKLER SYSTEM, DESIGNED AND INSTALLED BY OTHERS. 5, ALL LANDSCAPING SHALL CONFORM WITH CURRENT CITY OF COLLEGE STATION ORDINANCE. SCALE \\ 1' _ 20' �ALINDO ENGINEERS AND PLANNERS 3833 SOUTH TEXAS AVE.. SUITE 280 BRYAN, TEXAS 77802 409-846-8868 1 11.11 0.2 II.SB Q.2 ILSB OA2 11.]9 —1 R 6' LWB l' [YRB )• CVRB ]' CLRB ]' CMB 6' CIN PATENT VIEV LYL CURB WEIR DETAIL I e1xERiIV6 Ix ICEIC NIB XII-L5 I STANDARD CONCRETE STOEWALK DETAIL { FI +A� /�J• NiP STANDARD $ECTMN •a ¢ RVFWAY 6 r. Mwu avow r e Mna.6L CONCRETE SICEYNL% CAJ$P ]ECTIpM SITE LAN LODGECO PAm KING LqT & SWIMMING PODL B'I �. SITE OYR) E ar/n xrr I' 6"alNu my/VI! S. CURBING ASPHALT PAVEMENT OWNER/DEVELOPER: F`,9R' '1'I '_L7 GE ' - C:'] Ib; `.'ISIufJ GATE: A RIL 19, 1995 PROJECT PROPERTIES LTD. V. 199E. P 331. OFF�EIAI. IT IIRDS APPROVED BY: CG REVISIONS: MAY 20, 1995 9-�95 P. 0, BOX P. 0. BOX 10614 COLLEGE STATION,DAY i% N042 R FART OF LOT 2, NOR H RD SECTION !I \ SHEET AIT FRED ➢AYLISS V. a94, p 543. DE 0 RECORDS EC �A-�QN Y0� 1 I 409-846-4601 COLLfalt_ '� OPTION. B AZOS '_GIIN TI', �i .J�'Iv''Q 5 , « \ TOP Of FH ` \ ELEV. 33L59 \ BM o" 1 SSS r• QO4 U "eo dm GENERAL NOTES 1. ALL LINEAR DIMENSIONS ARE IN FEET, 2, TOTAL AREA = 23,532 S.F. 3. ALL CURVE RADII SHOWN ARE BACK OF CURB. 4. BEARING SOURCE IS PLAT RECORDED IN 1996/331, 5PARKING LOT SURFACE SHALL DE ASPHALT. 6. STD.CONCRETE CURB AND GUTTER SHAH BE INSTALLED AT PARKING PERIMETER AND ISLANDS. 7, TOPOGRAPHIC DATA OBTAINED FROM WILLIAMS-STACKHOUSE 6 G.W. MUERY SERVICES, INC. 8. SOLID CONTOURS ARE EXISTING, DASHED CONTOURS ARE PROPOSED. A/ \ \ o �SP4 9/ Q� y \'. = O ♦ RTH PARK SE ION II \ \ 0\\ 494 43 P' \\\ \ PLATT- 2 44 A e J / / No acVo ,xnlu / / / r nNNu:MwuvawaNarM mwcnleuo / aFFEc rs rx,• / a worzcrurcuaeamuuvn:nEa eomewaSaA P.;a�eTTrr / / N`,.,on�'m".w�oaviaarwr�°wuaMp mw°�um`�arrc«:»« / G, / °rie�u Ray.uvoauro ueournamonoEurw.rmrsnE / a6LCI gENNCMaMttINNiM M4MBt TE NOW OR OF TEXAS, FpR APPLEBEE'S OF !E%PS, MC. /h� / / ° � HwM�ropbBrYyM WIHPNCwA[mwNlC Na 2000n0e / a° / / / mm NLRnEBmnm;AYEan NEr�xn+cian � / / 4 �Cwnw:,rnsuuee,ewaweraamrwnnmlc«nroL / / 6 / IYIY RM 6CM�V4r[ "FOR rW %i 11E V ro LOT 1 h runFDRwortac wdrtarxan w�1mownN4uganMrxxr IODGE[p SUBDIVISION /qP / y'f / PR'VFPh. rorxe FRC4TM tlY11M4'IMEWL N 1996/33I pA/ r,iu1nM11RLLL,rNww.eVrawpuPu'aEEp/aulde PLATTED ,C wmEnarwounvM Nwmurorxu nwwo ,U- VACANT /��1'b` m / v°^yA/ u iva aow,u�o�`onorM'",�'Ie1p`Loow vm�°T.Eam / / ,a 9lnwep0.v ILEA 1HE HUIIIWrNYM4f(PM S wcE n w.r vu pia i o�N rae« °� / / ° wM,c+Ere_�na°m'E.wom wwu? N�ioNMrn..oN°�'ni w°iioi�rrren 9 REMAINDER OF v LOT 2 / VACANT 4 Nm,PmRaiu NnnN,EzaN wu���p44ienmuuouwRM LpOGECp1 SUBDIVISION .yp,reYNrnNa�tTEuTmElmeroM 1996/33,yyepp pWllk Cpmp "PLATTED S / 3� r M S;WT IN ' @Ro / .• Ue wmnme�a,oLeue� x �ccalaNpmMonox ' ry�YS�,`I° I)a rnepisY ` - NOT TO SCALE P." , n I 11 CT- to REMAINDER OF / Opp }^p'�'•y r. Izos LOT 2 / ('! �j •, � '1 d c• arze i• cwe • cwP e T' an v 1 PIT 3 / {v .30 GR �P • 9 LODGELD SUBDIVISION / `'/� w N� (1• I p �// Pumuc ° S• 1996/331 �n-r,,yv`'a- IT FROM VIE. 7Y LOi 1 2° d. PLnTTED / i Y !" VS 6'C'ne�? a cues cols iD / 1 R 6 rC / ee amLT DN iws % CURB WEIR DETAIL eEq \' f CURA FOR RVNOEr //�°/ n `\ 1n' wr m sGK[ 1 u / %29 r]4 IF \ sunoclAl- THIS 'r:r \ ♦ / „4f P zo.o'H /$ 27 \�IR B -1 �, ar♦`e \"P \ 4 °q' \ e 2'R PS 25 b: i 17 14 •.(, -. \ . A I r �A202 S DR Y^, 2'R N 95'- \O �': 12 G �r IR L ROD ♦♦♦\ 3 > / J o �]� 24 9D 20 119 O� J °° 1P =IRON PIPE °r 21 CM = CONCRETE MARKER \ f 22 HOC = MARK ON CONCRETE A_ _' IL_ 3 S/F - SET OR POUND ♦p9 FP FENCE POST FC = FENCE CORNER 24B S o� NET NOW = RIGHT Di WAY 2 Q� z e e' P aH EA 4'R BB = BACK Tp BACK OF CURB BE = BUILDING LINE PUE = PUBLIC UTILITY EASMT. 9.1Jp 4 EE = ELECTRICAL EASEMENT HOUSE✓/J / G=S" 1 Uj `geL_ 4 Y OO \� AD = ACCESS EASEMENT At DARTNT �P" f /gyp 4B 6< L�°S 3 bye Rp9` RAE = PARKING/ACCESS EASMT. POL T,p Pp. ♦ /$' ♦ P EM = ELECTRIC METER P `,(♦ na d ♦ 'Da \� 9 N' ET ELECTRIC TRANSFORMER E/P/L ELECTRICAL/POLE/LIGHTMH MANHOLE Do CLEAN DOE VM = WATER METER - -- pRT' ♦(D S YQ W/V = WATER/VALVE SS = SANITARY SEWER FIT FIRE HYDRANT E� ♦` �� OJJ\G�I�\ GM GAS METER T/B TELEPHONE PEDESTAL C/TV = CABLE TV VACANT ♦♦ �� AC = AIR CONDITIONER ON = OVERHANG v RECORDED - (R 1 = RECORDED ' N \♦ \ SCALE 1" = 20' ` �ALINDO ENGINEERS AND Pb 3833 SOUTH TEXAS AVE.. SUITE 280 BRYAN. TEXAS 77J502 l_ n, / ��,',`'fn1�,� 1„� S'pN0AR0 CONCRETE SIOEW0.LK DETAIL yy LANDSCAPING PLAN: REQUIRED BY SITE AREA METHOD �{'$ S{" S 25,532X30/1,000 766 POINTS REQUIRED BY PKG. SP. METHOD 42X16 672 POINTS PROVIDED DESCRIPTION NUMBER POINTS i T' (QV LIVE OAK, 1.5' CALIPER CONTAINERIZED 5 375 lJ TREE YAUPON, 5' TO 6' TALL 5 200 ® {^ DWARF TREE CREPE MYRTLE, MIN. t GALLON 19 190 TOTAL 765 / LANDSCAPING NOTES: I / L 14 DWARF CREPE MYRTLES WILL BE PLANTED ON A 1.0' fl / HIGH BERM ALONG MEADOWLAND STREET, 2. 5 DWARF CREPE MYRTLES WILL BE PLANTED ALONG SWIMMING POOL POOL SIDE OF PARKING LOT 1 3. GROUNDCOVER SHALL BE 100'L LIVE GRASS 4. IRRIGATION SHALL BE BY SPRINKLER SYSTEM DESIGNED AND INSTALLED BY OTHERS J. ALL JII_ FG46 � H LL C=ENT CiTy OF COLLEGE STATION ORDINANCE, 409-846-8868 YIMx l A- A ��1 t e4' TYPKAL G1RB S GUTTER S/ SITE PLAN SO, 1145 LODGECO PARKING LOT dr & SWIMMING POOL OWNER/DEVELOPER: PART OF LOT 2 DATE: APRIL 19, 1995 PROJECT APPROVED BY: CG 9- 95 LDDOECO PROPERTIES LTD. LODGEC❑ SUBDIVISION REVISIONS: 5 ET P. Q. BOX 10614 COLLEGE STATION, TX 7784Z COLLEGE STATION, BRAZOS COUNTY, TX ATT.409-046 46' 1S V, 1996, P. 331, OFFICIAL RECORDS I IM to n m " 7-- nn 971- --------- ------ "Q!k! a