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HomeMy WebLinkAboutDrawingsLevel 1 1/411 = 1'-0" :::1::•.:::; = i, ;'�" �• PRE-•FADALUMN. AWNING — DECORATIVE WALL LIGHTS — joum 1/411 /4" = 1'-0" 7 r I 1 26 GA, PrD. MTL COPING COLOR TO MATCH EXISTING CENTER DEFS ( DIRECT APPLIED EXTERIOR FINISH SYSTEM) As MFG BY USG OVER 2X6 WD. STUD 0 I6' O,C. FINISH AND COLOR TO MATCH EXISTING CENTER STONE TO MATCH EXISTING CENTER Mtiw Y' : Wli�'"' ^"'Y.� ^ M'hc^;"'.",,^% ....�"^'^^�wr�•."Y�ry.�.w„w'y �w i ^v'i �n - �". ;K;I"'""'r.a.r �E•'�'�Ifirtii�i�lilii�A� e p :vYLU 3'- 0" T- 0" Top of Front Wall_ — ......... __......... ........... ...._ - 18` - 0111 �. .'•r�'' �, ALUM GLASS .... .....:.:_... :i:-T:r.: ;E:,.: .L�..i. 1. h:�:i- . � .1. .Jt. T-0" .... .... ....1.1.1 .,.. . -------- 1 ..C... 1 I** 1....... 1 , • r ACE BAICK 1 . .. 3'-O" 171-0" HM 3 0 w -. ...,_•t .....:................1.........,.!... ............. ..I.........r..�:....;.. 1':.. ........1. �.......:7..:.......: I ............. . r..... I......... �:::::;::` :':..i........;..i...::'.::.i:.'':::::;':f::.�.:':::1::1::"::;:::C:::...i:::::::::::1........1: . =o 4) r a m �� .L.... s...x........t;.,..::;::'. ::.:... i '.:::: ::1: i.....:...... U ..........!............ _.r.......... i......._.�..I....... ...I............................................. U_ 1 26 GA, PrD. MTL COPING COLOR TO MATCH EXISTING CENTER DEFS ( DIRECT APPLIED EXTERIOR FINISH SYSTEM) As MFG BY USG OVER 2X6 WD. STUD 0 I6' O,C. FINISH AND COLOR TO MATCH EXISTING CENTER STONE TO MATCH EXISTING CENTER Mtiw Y' : Wli�'"' ^"'Y.� ^ M'hc^;"'.",,^% ....�"^'^^�wr�•."Y�ry.�.w„w'y �w i ^v'i �n - �". ;K;I"'""'r.a.r �E•'�'�Ifirtii�i�lilii�A� e p :vYLU Door Schedule Mk I Width I Height I Type 1 3'- 0" T- 0" ALUM GLASS 2 3'- 0" 7'- 0" ALUM GLASS 3 T-0" Ell HM 4 3'-O" 171-0" HM 3 0 w -. ��: =o 4) r a m �� J U U_ Door Schedule Mk I Width I Height I Type 1 3'- 0" T- 0" ALUM GLASS 2 3'- 0" 7'- 0" ALUM GLASS 3 T-0" 7'-0" HM 4 3'-O" 171-0" HM Top_Of Wall -- 1i'-0" —Top of Paraept 14' NOTM Ail Colors to Match Phaes I Top of Plate 10'-0" Level1 /1 0'-0" C� .StoretoMdtch - Eaclsttn� Sheet Issue Date: 06/08/06 Drawn By: Bs 0 0 .N Viciniiv Ma 1 I 4 1" = 80'-0" DECORATIVE -- WALL LIGHTS sone'romatch �x(sting r DEFS ( DIRECT APPLIED EXTERIOR / FINISH SYSTEM) AS MFG BY USG 2OVER 2X6 WD. STUD 0 I6.O.G. FINISH A3 AND COLOR TO MATCH EXISTING _ — _ Tog) Front Wali — ---- --------------------- --- -- 18'-0" ---------------- -------Top Df II 28 CA. PTD. MTL COPING - COLOR 4 TO MATCH EXISTING To o a f P ra et TL _ -_1 0 11 ��tt S� - / / / / &-4' Q / / / / / \ Top of Plate 1 0 0 5 : _ Level 1 , 0 -0o 3 East ,- „ 1/4 = 11-011 Nam All Colors to Match Phase I N �o o W.0 CID z a Z x a E 9 U 1-4U E Uv .0 o mooz- m th W.0 ti .N Z x a E 9 L at I Uv .0 o Z w 3 0 w -. U. =o 4) a m �� J U U_ P P p a — P _TORM ORM TO p C ORM P p ORM op'm TORM ORM 0 J4 1 P. -n, a- W bn := n p Ln W ion P on W W n _P zJ1 I P nnSS u pp+ n P•. - # + 0 -0 PROPOSED.......... 2400 SIF BUILDING FFE=301.50 was! Wong! Ogg! + an— `�R Y.W4 & A, q � RM AM EXISTING SIGHT BERM 9_L_M`DSCTPING TO REMAIN _5_fORM ____a-f0p'M 0 *PLANT SO THAT TOP OF ROOT I BALL IS EVEN WITH THE FINISHED GRADE *PAINT ALL CUTS OVER I" DIA. 3: #4e 2 STRAND TWISTED 12 GUAGE 0 GAL. WIRE ENCASED IN 1" DIA. W RUBBER HOSE _J P HARDWOOD STAKES n on 0 1-3 STAKES 2" X Z' 0 DRIVEN (MIN. 18") FIRMLY INTO SUBGRADE PRIOR z lS W S TO BACKFILLING FORM D (9 "0",00",O000000"l.1-111-oo-11.110--SAUCER S S STAKE ABOVE FIRST BRANCHES OR AS NECESSARY FOR FIRM MULCH SUPPORT 1=1 I F SPECIFIED PLANTING MIX WATER & TAMP TO 1_1 I F_ REMOVE AIR POCKETS INSTALL CONTROL VALVE NOTE: L STAKING AS REQUIRED 2x BALL DIA, G/ GAS AS SCALE: TREE VERT. STAKES INSTALL STD. SPRINT LINE W/ HEADS ON 31 CENTERS, TYP. 0 0 REQUIRED POINT CALCULATIONS: SITE DEVELOPED AREA: 8733.00 SF / 1000 X 80 = 262 LANDSCAPE PTS. tow MIN). STREETSCAPE POINTS = 0.0 (REF. PHASE I LANDSCAPE PLANS FOR STREETSCAPE REQ). TOTAL LANDSCAPE POINTS REQUIRED: 800 (830 PROVIDED) W -W -W -W -W W W W -W -W W -W -W W W -W LEGEND 0 ITEM SIZE PT VAL ITEM PTS 3 CEDAR ELM (Ulmus crassifalia) 251-3.011 Cal. 150 450 0 5 CREPE MYRTLE (Lagerstromia Indica) min. 1.2511 Cal. / 611 tall 40 200 0 18 INDIAN HAWTHORN (Rhapieolepis indica) 5 Gal. 10 180 TOTAL LANDSCAPE POINTS 830 NOTE: *STAKE TO FIRST BRANCHES AS NECESSARY FOR FIRM SUPPORT *WIRE SHALL NOT TOUCH OR RUB ADJACENT TRUNKS OR BRANCHES 3" MULC FORM SAUCER WITH 3" CONTINUOUS RI KA SPECIFIED PLANTING MIX I WATER & TAMP TO REMOVE AIR POCKETS 11111 l II I( STEEL EDGING 2" ABOVE FINISHED GRADE. NOTE TOP OF MULCH IS 1" BELOW TOP OF STEEL EDGING NOTES: 1. ALL AREAS ARE COVERED BY AN AUTOMATIC IRRIGATION SYSTEM FROM PHASE I CONSTRUCTION. 2. AREAS DISTURBED DURING CONSTRUCTION SHALL BE REPAIRED AND OVERSEEDED TO RETURN TURF COVERAGE, 3. SOIL PREPARATION GUIDELINES: 50% NATIVE SOIL 25% COMPOST 0 AL LA DSCAPE AREAS WHERE SURFACE IS NOT INDICATED AS GROUND COVER SHALL BE COVERED BY TURF GRASS. 5. PARKING ISLANDS, SWALES AND DRAINAGE AREAS, THE PARKING LOT SETBACK, RIGHTS-OF-WAY AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION IS REQUIRED TO BE 100% COVERED WITH APPROVED GROUND COVER, DECORATIVE PAVING, DECORATIVE ROCK OR PERRENIAL GRASS. SHALL BKCK HMAM I 4P-ZPAR ,N_.UMSI P ,RT�SAN ILLLED INTO MIXED SOILS TO THE SPECT EPT-P--' 7.31 EARTHERN BERMS BETWEEN PARKING LOT AND WELLBORN ROAD ON SOUTHERN EDGE OF SITE ARE EXISTING FROM PHASE I CONSTRUCTION. 9. IRRIGATION YSTEM MUST BEP OTECTED BY EITHER A PRESSURE VACUUM BREAKER, A REDUCEDPRINCIPLE BACKFLOW DEVICE, OR A DOUBLE-CHECK BACKFLOW DEVICE, INSTALLED AS PER CITY OF COLLEGE STATION ORDINANCE 2394 10. ALL BACKFLOW DEVICES MUST BE INSTALLED AND TESTED UPON INSTALLATION AS PER CITY OF COLLEGE STATION ORDINANCE 2394. 71 X 144" 1"417_1,77�_ MLANDSCAPE PLAN SCALE. I"=10' co SCALE IN FEET ASS OR OTHER TL. (SEE PLAN) 2" X 2" HARDWOOD STAKES DRIVEN FIRMLY A MINIMUM OF 18" INTO THE SUBGRADE PRIOR TO BACKFILLING 2 STRAND 12 GAUGE GALV. WIRE TWISTED AND ENCASED IN RUBBER HOSE 6 - 9" FROM TOP OF STAKE 2 WIRE SUPPORTS SHALL BE USED ON MAIN STRUCTURAL BRANCHES 2x BALL DIA. MULTI -TRUNK TREE STAKING SC;ALF=: NTS Lessner aa Enjuneennu 1712 Southwest Pky, Ste 105 College Station, Texas 77840 P.O. Box 10763,77842-0763 979.680.8840 (Phone) 979.680.8841 (Fax) www.gessnerengineering.com FOR CONSTRUCTION 2" DEEP LAYER OF SHREDDED RED BARK MULCH W ZD � W W im J I I I I IST - - F--� I-- I I III T I L --III-----! I I I III I I I_l I I hI I I•._._ I I� =1 � I! I I III I I I_I I I III I I I W< CO U ) ��� -I III III T I L =1 I I I A �I I I III---_III-_I i I --I <z X ZZ W 0- CD W 3: M co 0 Z 0 0 ROTOTILL EXISTING SOIL TO A 6-10" DEPTH. ADD Oz W W 0 "e U 2 PARTS BLACK HUMUS, 1 > 0 0 PART SAND. LIGHTLY TILL INTO SOIL. CROWN Z*Mo. TO CENTER. W Cf) Jf% %Pf �— W SHRUB PLANTING D EU p W SCALE: NTS 20 3: F- n <0 U_ 0 Issue Date: 06/16/06 Project Number: 06-0239 Drawn By: DAL Checked By: AGR Revision: 05/22106 AGR 06/02106 AGR REDESIGNED AND RECALCULATED LANDSCAPE PLAN VALUES (LANDSCAPING NOTES 1, 5). CLARIFIED LANDSCAPING LEGEND (LANDSCAPING NOTES 2,5). ADDED GROUND COVERAGE NOTE (LANDSCAPING NOTE 6). ADDED NOTES AS PER MISCELLANEOUS COMMENTS 1 & 2. A REVISED LANDSCAPE REQUIREMENTS (LANDSCAPING NOTE 1, 05/30/06). LANDSCAPE PLAN REVIEWED FOR COMPLIANCE JUN .9, 0 2006 Ll ■ DE 1 COLLEGE S-1-ATIOIV DEVELOPMENT SERVICES Sheet: 6 of 6 E or W Wp rianninA" 4�i PROJECT LOCATION HARVEY MITCHELL PARKWAY 1 6' TALL'COBBESTONe SCREEN WALL AND METAL FRAME GATE W1 WOOD SLATS PAINTED TO MATCH WALLS BY SUPERIOR CONCRETE PRODUCTS AS PER CITY OF COLLEGE STATION @ DUMPSTERS. SS SS ss ss-- ss-- ssSAN. SEWE Gmuner En innnrin 1712 Southwest Pky, Ste 105 'g College Station, Texas 77840 P.O. Bax 10763, 77842-0763 t• 979.680.8840 (Phone) 47, 979.680.8841 (Fax) 8 c$ www.gessnerengineedng.com 99.63 /Pp80 "lo° "q00 O 18.13 BLOCK 1 LOT 5-A 1s 17 63.43 -`-� TRANSFORMER, TYP. OF 3 ----St 9M FOUR AGS INVESTMENTS, L.L.C. REF. AIE1. TRANSFORMERS 833,32 �pq QF • TF,I. 5937/115 TO BE SCREENED AS READ 9.675 AC. BY CITY OF COLLEGE STATION w Ry0 6p° D -_ O �a .� G. R ZONED C-1 rov W 0 p .�--- AL7 N G: ROGERS 0 200 400 600 800 1000 FEET CI3 W O O ? O p O o ' P S �?`$ Y 74p 50833 hammal 'IFUTURE PHASE III DEVELOPMENT uG l0 1 o P - BEGIN PHASE 111 ONS o P P� 'Qa I c� GRAPHIC SCALE �� ° •,t ONSTRUCTION O o y. ° 8 N 4 `Z TP 298.39 O O _ pJ ^ �P � UGU^-^' o VICINITY MAP TO 298.89 ___- P p�� �0____. ,- -- 9 /�_ ,� t!�) NOT TO SCALE t 8'TALL COBBLEIORNOSCREEN O `r O O P UGI.-- UGU-" a 00 WALL BY SUPERIOR CONCRETE P e ti PRODUCTS @ PROPERTY LINE. O O P SP--- UGU "_... 11Gt�-- %d p A 3 13.28 NOTES: EXTEND TO PH. 180UNDARY O O ` p p UGU- _ _ U ,apo _ y 3 17.92 1) OWNERIDEVELOPER CONTACT INFORMATION: pO --0- P - " - P ucu ucU�---"' ucu---�" - g j 23.05 2°'°° 1 0' FOR FOUR AGS INVESTMENTS, L.L.C. �' . a G`I RN` ��G A t` P� - -- Pte..-- UGU- ��- J TP 297.90 �� s 20 ' OWNER CONTACT: MR. HUNTER GOODWIN SPR SNT_ ' _ -- P / UGU'--` TC 298.40 oo .pa CONSTRUCTION 311 CHIMNEY HILL S\\,\vs 1• -- P P 2' p0 22. 0 59.79 » 7._74�_ COLLEGE STATION, TX 77840 :. ov $_�- ro + 14.00 Q�' • 1 ,.� �� 5173 ': .__. _.._�_� � PROP. 20 P. E. moo � ____._= 7s.00 � 8 phone: (512) 8483085 », `- - fax: 979-691 5787 a:.» - - 6.5 N� _ - - - @ - . � s' a _ _ e-maiLhg8787@aol.com._ _ _ __ _ .».»�». TP 299.0 p 2) THERE ARE NO DRIVEWAYS WITHIN 400' OPPOSITE OR ADJACENT " 4t TC 299.60 38.00 D r PHASE I w7� TO PROPOSED OR EXISTING DRIVES ONTO WELLBORN ROAD `� O 298.19UI EXCEPT AS SHOWN ON THIS PLAN. ADJACENT AND OPPOSITE DRIVES � V TP 299.20 88.69 25.00 ,ps BUILDING A Y ALONG SOUTHWEST PARKWAY ARE AT LEAST 290' AWAY (APPROX). 6 T 299.70 TP 298.90 N as $ 12.00 S'+,, (EXIST,) 3) REFER TO C3.1 FOR LOCATIONS AND DIMENSIONS OF ACCESS t TIC 9'4 140'06 a °° 6000 sf Retail m Q EASEMENTS. d in CO 4) MATCH EXIST. PAVEMENT AT PROPOSED ACCELERATION AND (J7 79.33 TO GO DECELERATION LANES ALONG WELLBORN ROAD. PROPERTY LINE A MODEL 4H 6- NIT BICYCLE ~ [� rn ?.20 i 5) PROVIDE LAY DOWN CURB AT WELLBORN ROAD ENTRY ISLAND TO Y' `i'rp RACK BY DE O OR EQUIV. 0) TYP. STRIPED H/C FACILITATE EMERGENCY VEHICLE ACCESS. �� 0 ONE UNIT PE BUILDING d 8o TRAVELWAY N LOCAL BENCHMARK 6) REF. BIC5.2 FOR TRAFFIC CONTROL PLAN ALONG WELLBORN 1- O MIN. 3' CLEAR FRONT & BACK X ,.n 1 TOP OF FIRE HYDRANT y ROAD DURING PHASE I CONSTRUCTION. t /i \ x'2000 co /� 9' TYP. H/C ELEV.= 298.42 7) THE SUBJECT PROPERTY IS CURRENTLY ZONED C-1. THE ZONING OFPARKING so 14,48 B 155.00 ) r THE PROPERTY ADJACENT TO PROPOSED PHASE III CONSTRUCTION ZONE R P O AND THAT ALONG THE NORTH CORNER OF PHASE I IS ZONE R-1.- ' 9' TYP. H!C / PHASE I 11. 9' TYP. H!G 1 8) ALL PROPOSED BUILDINGS IN PHASE I ARE PLANNED FOR RETAIL USE. Cb PARKING a BUILDING B STRIPING DUMPSTERS SHOWN WILL SERVICE BOTH PHASE I AND PHASE If. 9) ALL PAVEMENT AREAS TO BE CURBED AS REQUIRED BYTHE BRYAN- RGA{ PNp 0 , R`'0° w / (EXIST-) -.1 1 03 COLLEGE STATION UNIFIED DESIGN GUIDELINES, SPECIFICATIONS, P ` AND DETAILS. REF. A/C5.2 FOR DETAIL. P G• S\\�\US N a 9 10 PHASE I a 9000 sf Retail $ G 10) REF. ARCHITECTURAL PLANS FOR STRIPING AND PAINTING NOTES GOA rJ BUILDING C AND DETAILS. �G• A ta � \F 2 Q QN I (EXIST). 25' FIRE LANE r : �, .,, Z �', - 'UJ SIGNAGE KEY �� n Zq.50 6000 sf Retai( TY We a - -- - ---'-"` ro _ _ "ti LI„I A STOP i SPARKING �A E���/r © NO RIGHT U TURN ! R12.00 t ..a ... lop �� Xaft ro� �•24 -�` 25' FIR L E 0 C HANDICAP PARKING SIGN � t � (p? p o •► 3 9 � 2@S _.._$L._. __ ". `'-'-W _...-•- -� W G N _UJ ,' C ORUt 25.00 g , .� .�8 w � -w w ■ ONE WAY -- SO\y Y _ $ w W ._-••- w W 112" IRF UE DO NOT ENTER\\. CSS ,... 11@9' n _ 11) COORD. STREET SIGNAGE WITH CITY OF COLLEGE STATION. N 81 $ P P '� » 32.00 _ `Sn -- "`�� �� ---ss -S' r , , < ++ I R 1. W -55 M ST. L.4.1 12) ALL ACCESS EASEMENTS ARE DESIGNATED AS Z 1 _ - - _ ON P .. - 25.00 -EXIST $" W EK--- Wm� w p -- -- ---ss """_ss o • r - +,- 149.77" PA 1NG U) PRIVATE EASEMENTS AND ARE TO REMAIN. i P 5@9, D 18.68 , -p - _ W W ~- w _ �- 1, P -- �_ SS rJ� W 13) WATER METERS SET IN BLANKET ESMT. ADDITIONAL o _ W p _Ss SS --SS / �`�ICp/J,��®pg ' Z' ESMTS. REQUIRED PRIOR TO ABANDONMENT OF ZONE R p0 a v`e° oiseaar --� off' �� p W W p -----`- P _ SS _ -- - CERTIFICATE N '� tz UJ BLANKET ESMT. __ ��-� - -. 9, 16 _ m- W �Q'' `T W p --� ..---SS ��_� �I6"iP119 1F'�A�E �_ V / UJ 14)TELEPHONE, DATA AND GAS SERVICE IS CURRENTLY ! ,l \ vm�useo+For �` W , ,.....--SS _"Ss _ -- PROVIDED TO THIS SITE. 1-'� :a o +rte oea+ yl W °' SS , -�"r 15) WATER AND SEWER DEMANDS FOR PH. 11 ARE AS FOLLOWS: ` „`�$N' 1 IRF ^ ,�,» Water demand - 55 GPM " `II 1 ^ 0 l w r :y it r�ww�nc°nw ro EXIST. 20' P.U.E. REOUIRED O 0 Sanitary Sewer demand- 55 GPM A� ��j r � raiow+Ewm+ ' W 16) THE LOCATION OF ALL TRANSFORMERS ARE APPROXIMATES 8ry w �� s x ' E O Q $1 W a - ''''' > .""fes w" ° N �' "j I" FOR PLANNING PURPOSES ONLY. THEY SHALL BE SET UNDER R\� � O� \ ._M.• '" `� o� �- .�#p '�} �,.x�. t� •''�' r. t�' ,- t }_ 1 �./ THE EXISTING BLANKET EASEMENT AND NEW EASEMENTS GPR 3QI7 �' a,1 •°o lt� ® i SHALL BE WRITTEN PRIOR TO ABANDONING THE BLANKET 2 G'1 .<r,+ 1°fNLG7TM""` t� F- EASEMENTS. ZO\�1E N vertswrreu�o"w 'ww Sag "> au? O 5' ° 189.77 EXIST. ® "I Imo"' 17) SANITARY SERVICE LINE SHOWN ON THIS PLAN IS 6' s 5.69' Fr" TO a off ` '" (1G � VJ �` i BLDG. wlp� U W Uj UJ SDR 21 % NO PVC. SERVICE LINE SLOPE SHALL BE NO LESS 'F _ wsrnurwntd+ , ie°o NOT I� �I ISE `!""" W THAN 1 %NOR GREATER THAN 7.80 %FOR ALL SERVICE LINES. o m ST. 20' P.U.E. tlie*^u° amvue,a� 3 �xw� EXISTING 4 18) CLEANOUTS SHALL BE INSTALLED ON ALL SERVICE LINES ? y O ( SIGNAGE 9 1 C n AT EACH ANGLE IN THE LINE AND EVERY 50 LINEAR FEET \p.50 A OF STRAIGHT SERVICE LINE RUN. h �, .fig. a+�.LOOM FUTURE PHASE IV PAD SITE Soo WZ _J UJ 19) COORD. EXACT LOCATIONS OF ALL UTILITY SERVICE LINES Cn 2 .00 T WITH ARCHITECTURAL PLANS PRIOR TO COMMENCING oc-A I ' Li.. CONSTRUCTION, .� I 20) PROVIDE 6' TALL'COBBLESTONE' SCREEN WALL AND METAL N L* 1 ' ` r ✓ 4. Z "at �•• FRAME GATE W/ WOOD SLATS PAINTED TO MATCH WALLS BY 2" a R < ( r'^ 1 Ua 6@9' fig, �(� •OJ COC PRODUCTS 1 i PH. II PARKING C1 '�� O �"I'�'I A """ ' ` 0 0 SUPERIOR CONCRETE RO CTS AS PER CITY OF COLLEGE e i '� ' ^ STATION @ DUMPSTERS (MATCHING EXISTING PH. I DUMPSTER `•, A I �✓� •�1 �' ...I V J SCREENS). ''; �`V ��C/� JUN 2 4 2006 21) ALL ROOF -AND GROUND -MOUNTED MECHANICAL EQUIPMENT -.- `. ' 24' 18'00 14.3�CJ� SHALL BE SCREENED FROM VIEW OR ISOLATED SO AS NOTTO cP R7'ktfZ, 3• BE VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL �ti 00 'A h ?°° `st 0 ti� Q� boa , . 2 e Date: DISTRICT WITHIN 150' OF THE SUBJECT LOT, AS MEASURED FROM - 29.85 7@9' 39 55 6@T •Z+ �� Q� h� 06/16 A POINT FIVE FEET ABOVE GRADE. SUCH SCREENING SHALL BE a PH. II PARKING ,�ti „• N EXTRA PARKING "i GI �� ENGI EE'�i AN - - _- - -1- - -� =-- _ � _ _-.COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALE - - a t wti 4 � � - p - �' {� -CJ - TO MAINTAIN A UNIFIED APPEARANCE. , ` "c �''p0 d R'o' �`(x+��(�i . 22) ALL AREAS OF PAD NOT OCCUPIED WITH PAVEMENT, BUILDING, R�?00 �� �Op �pQ Q ��' ' �G ,yo Project Number: DUMPSTER PAD, PATIO, AND OTHER PERMANENT STRUCTURESSHALL BE c4 COLLEGE STATION REQUIREMENTS. REF. SHEET LPCITY 1 06-0239 OF t1 ��^ LP is A 1- �'� 23) DRIVE-THROUGH LANE PROVIDES 4- 20' VEHICLE LENGTHS FROM ONE C-1 N CONFLICT TO ORDER POINT AND 3-20' VEHICLE LENGTHS FROM EXIST. SIGHT BERMS & ,p Drawn B ORDER POINT TO PICKUP WINDOW FOR A TOTAL OF 7 SPACES rn RE E OR LANDSCAPING TOREMAIN ''60 ¢fid 25-00 RAPLI �9 Y IN QUEUE, o ' 4 DAL BEE CREEK_„_ "� \\ PARKWAY CIRCLE ,z37a,z ZONE G, I, �� %cnoc PHASE III (FUTURE) 130 S�i,,�tAR3 aMF�GY mac. PHASE I (EXISTING) P•.024 Y,11G>>8rL11 �N,sr,�LEs PHASE IV crt+wgyM� (FUTURE) ADJACENT N PROPERTY 00 �m WELBORN ROAD PROPOSED PHASE II PAD SITE @,)LOCATION KEYMAP r' NOT TO SCALE m 25' BUILDING TBACK r o00 T o 25' BUILDING SETBACK JUN ` 2006 Checked BY: ti cV EXIST. SIGHT BERMS & LANDSCAPING TO REMAIN =2yCOLLEGE, STATION ,t has ` 1/2" IRF 149.88 11'200 DEVELOP SERVI 5 AGR F a. 12 ACCELERATION LAN °o 1: EXIST. 12' DECELERATION LANE " IRF Revision: 12.13 REF. A/C5.2 FOR TYP. N 29°41'04" W 259. CURB AND GUTTER DETAIL d ,p� w w w --W /� w w w --•- w w -- w w w w w w w- w w w w - W w - w w4 --W w W p w w w w w w w w w w w w w EXIST 12" WATER L'� 05122!06 AGR W w w EXIST. 12" WATER A" RENAMED VACANT PAD SITE (N.I.C). AS PHASE IV CONSTRUCTION (PLANNING NOTE 3). os/ozros AGR a PROPOSED PHASE 11 PAD SITE 2400 sf RESTAURANT DEVELOPMENT AREA: ADDED KEY MAP SHOWING ALL PHASES OF CONSTRUCTION (PLANNING NOTE 4), SHOW Q BLOCK LOTS- WELLBORN ROAD FM 2154 OWNER INFORMATION AND ZONING FOR ALL ADJACENT PROPERTIES (PLANNING NOTE 6). A ' N BLocK 1 Lor 5-R PHASE I (EXISTING): ( ) FOUR AGS INVESTMENTS, L.L.C. �174,895 sf (4.02 ac). R.O.W. VARIES Q 1 os 0Ac2 (AVG. WIDTH 80') PHASE II (PROP. PAD): SHOW BUILDING SETBACKS (PLANNING NOTE 7). NOTE THAT NO SETBACKS AFFECT PH. Ii. N ZONED C-1 Lel ' New (gar added 8,574.25 sf (0.197 ac). ADDED 12 PARKING SPACES TO TOTAL COUNT (PLANNING NOTES 9,11). 5inv' Or• it 5P q wVoi co`� 2-1�i t�. �. LEGEND SHOW EXISTING SIGHT BERMS ALONG R.0 W TO REMAIN (LANDSCAPING NOTE 31 A OVERALL SITE PLAN SCALE. 1 -30 PARKING ANALYSIS TYPE: SF: READ: PROVIDED: PHASE [ (EXIST): 21000 PHASE it (EXIST): - - - PHASE 11 (PROP): 2400 TOTAL PH. 1 & Il : 23,400 78+6 HC - - - 22+2 HC 100+8 HC 85+7 HC 24+0 HC 4+2 HC 113+8 HC XISTING CONTOUR 339.53 OVERALL SITE ROPOSED CONTOUR 340-- a2 UILDING OFFSET LINE ADDED HEAVY DASHED LINE TO DENOTE SEPERATE PHASING (PLANNING NOTE 1, 05/30/06) - - - - TER LINE -W w w - S ITARY SEVYJ+%%E -ss-ss-ss REMOVED LABEL FROM PROPOSED PH. I ADDITIONAL PARKING AND MODIFIED PARKING S T FENCE -sur suT-- suT ANALYSIS TO REFLECT THIS CHANGE (PLANNING NOTE 2,05/30/06). T P OF CURB TC T P OF PAVEMENT TP A2ADDEDADDED NDERGROUND ELECTRICAL UE UE OWNER NAME TO TITLE BLOCK, TYP. ALL SHEETS (PLANNING NOTE 5,05/30106). AERIAL ELECTRICAL-AE-AE- A LECTRICALAE AE Sheet; 2 of 6 3 CONSOLDIATED S1.1 AND S1.2 INTO SHEET S1.1 Mike