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HomeMy WebLinkAboutDrawingsNOTE: SEE INS T AT LEFT FOR ; LOCATION OF IIEAREST FIRE l HYDRANTS-& LAY OF HOSE. EXIST. FH @ WELLS FARGO BANKF PROPERTY LINE (ASHFORD SQUARE, . �r• _ -__M____.__ __..-_ __.__...._-..__ ._._ i BLOCK A, LOTS 1& 2) r ,- z i _ w (i.JeiL�i. Llr�ttii:Eti.vr M W W¢cp a 0 ul 0 r 7.5' SIDE SETBACK (0�- m - s' ► r w - BAKER & CARNES INVESTMENTS, LLC I:.� I 4 1 j 232 SOUTHWEST PARKWAY E. F - cA7 i I: H 1. _ rn 0i�!. con i�j--- 'rte 1 w W •- Iv_ i :' - 'I i k -I •____ _t _ __ > `1 F 2:0 ASHFORD SQUARE E w UO BLOCK A, LOT 3A U> 0.171 Ac._^. ¢ X, SAN. SWR. Vol. 4354 Pg. 163rL z w ``C (APPROX). p z N - 0 ISI I ` ZONED G1 O, > in LO -i ' ;� # I I � N , ,/:•:�''`, .Irl` .-i ul _•=� . �.Y... _.---;� � I --- -- " Ili D c�:� \ti /r��;4 {"'" ' _••..., ^` ' _ . -.- `' ..," •�, R. • 7.5' SIDE SETBACK PROPOSED BUILDING _��._._ r s i,.'� � �w - ,7�t, _.__ _..� _ul-Z102_ rpt ', i�32---7.5�St E`SE l l3-" CK------------- _ ; _.._ 4 _. • 1 _- --- -- -- - - - - s•. -».u -.,,,_...-s, 4-J1 �- i �� ��,M�_..t. _'»_ -. -. `-...a.c-m.;�' ._,M1 ,` _. ,_^ ... _ `. •.. `- •,.^ .~.. Ly rj t Wit. if KWM LP. ------------------------ �`' i uA ��_ 232 SOUTHWEST PARKWAY E. , '21 I' t, ASHFORD SQUARE EXIST. CONCRETE j I' i ` 3:BLOCK A, LOT 3B SIDEWALK TO REMAIN ^ i : I -� m( EXIST. FH @ PARKING LOT 0.184 Ac. t PROPERTY LINE (ASHFORD SQUARE, _ , C, I1 Vol. 7097 Pg. 003 ! F BLOCK D, LOT $A '~ "'_". ---- 'i I _ - ZONED C-1 . CA PRiVATF PROP. 6.50' WIDE, 4" THICK co CONCRETE SIDEWALK PER -i °- ! EX. SAN. SVi1F?ti B -CS UNIFIED DETAILS S i , , .5' SIDE SETBACK F 3 �" i � �: �� ~. '! � ' � 15.2• i 8.00' t 1.99 .� Y _ r7 ' co - i aco 0..99-Tf'': - w r=Td EX. 20' PUE NG=101.96 - 2 ch FIRE HYDRANT LOCATIONS (688/315) U9 15�•RE 4R 6'x9' MIN. BICYCLE PARKING AREA &FIRE LANE l z I' SETB 'CK ,� SEE DETAIL, SHEET C3 102.92w0 I 02.20-�-_•7,5' -SIDE SETBACK-. _. ._._."1 102 88 00.97 T� ,� & VEHICLE LAY O F HOSE r w i � � �x r Kt� _ yrs _ • .'�; },a �,•��, r�ctx� ,. ant�r��� r� rs r� a z SCALE: 1"=40' - Y � x � W %?'.•. • 5 5 - 1 "' 4t til r TMK: vli W fir% j •'pfG . f`i�P efi. ._„,a,7;• TWO (2) STAIRS W/ 1211 TREADS 7.961 9.27 1 REF. GRA D1 G FOR ELEVATIONS P 102.67 - PROPOSED APPROX. -' '' j {fit 3 F ( p 2,058 SQ. Cr BUILDING 3� .a,� '� � ,, F.F.E. 103.25 TS 10 BS 101.67 MATCH EX. , f •, /' % •�' f 4 , TOP OC F URB ',/` f ,i/, r - s. -; �� �, 5,- - ''moi } s d , ..r�' •�•.� , .k;�,a �g�. 1 �- 1 a, I PROP. 61, PVC SS r r MIN. 2o SLOPE -,YY • _. N �jS5• (PRI�VA-+';--/ ...__,'.`•'• ! .) fn- �x�� tom.': 8 . k-/ r WELLS FAi"iGO BANK I 200 SOUTHWEST PARKWAY E. ASHFORD SQUARE BLOCK A, LOTS 1 & 2 -.1.0.48 A.c.. - - R17436- Iv E O PUE & �- CO AMON AREA 4354/163) V) ¢ 32' PUE i, (5901269) i 1 i jjj •. I3A VACANTLOT -_i i + U 65' PPE _ OFFICE BUILDING i :r 24' F.A.E. 00>�'H 1 ;n (4354/163) :J� (590/269)- t-4 PT t 1('10MBITT ..t.Y1 O f PARKING REQUIREMENT: (FIELD VERIFY) co F -- 1; {,, I X LOOT3B EXIST. 1,920 SF BLDG. b'.5'•. - . LOT 3C PROP. 2,105 SF BLDG. f ' �{ a 27 SPACES PARKING SPACES PROVIDED:_ 1 FROM VIEW OR IS _ 23 (21 STD, 2 HC) 0 22.00 18.0 27 SPACES (25 STD. 2 HC) a w ! i f ii b -I- Ax a Q C14 i� _ %: it w C\1 I .mob °'C40 UJ �A � ch'. X i ` z �'� `.ti w ¢ i ' \ M'`a a i TP=?01.90 x j'J I c J ~' 1 r4} UJI V) _ Q % 74.50' l 'fes c.. VERIFY X 100.75=P=102.36 G 1D2 28 SIS 101.40 TC . Kh,NT I (`' =� P=101.72 1101.36=TP -100 r '4 z; / / O _ xx , 3 77' FRONT SETBACK I -100' I- ul 0 "' /f (4354/163) ' J i► i t _ l Z Lu uI r, d - ' ' l PROP. 5 CONCRETE PAVE ENT, % ► _^ - u_ j:. LL! cc' PER B -CS UNIFIED DETAIL / CIO u' u TC i 02 i ZT � r � / i 3} e �4 vS IMUM 28-D AY CO I ,EN GTH OF 3,000 psi rESSIVE ( I 30 40 PROJECT LOCATION 44 BARS @ 18" OCEW • d , 6" LIME -STABILIZED, COMPACTED SUBGRADE PER CITY STDS. TYPO, , VEMENT SCCA E. NTS Gau&&ner Engineenng 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 MELISSA P. THOMAS �'. 98398 '�� ONAL �1 FOR CONSTRUCTION U NOT, (y)"" WE G" ,I _ 5. ,Il�i> TS IN CURB & T TER Z SHS BE SR . 0 AT A li/iAX110" 01STAIEE. OF O Mr. T AV ASI. I�AAIUS' P4�+1iS. I? 7:"S. O R TYPE A P` -C 1RAC WN j01NtS IN CURE Il. - g1,1IETI IAL BE $PACED AT: A MAXlMLOA 05TCE; ''OP A7Ir,. C , I V !Y `f " WR 7 L 'I.��, tf:---�ytky- .� Yf � W tJLVYLLVI-Gil l\Cyb Y111U VVORP11 k U11bt1UGLIUII I p �g `tfo�F 1,.^. „ ' �,. - ,.tom . ,• 'y. s �: :,/ :-, rco 100.23=TP P--100. 4 N FIRE HYDRANTS AF 490 SF �/ j f. ti ..._.........._.. t°i' i D. r a c' -Ir N t ,,"� � � `u ' pin �-�`�I��•��i".�:ri ,s�': '.Ci %.r Lfl - �"'^^ t /f o 12633 Highway 30 co a - t,; ������t �, ',,iQ.�f cl I ISLAND ~-, r 101.06=TC =100.1 APPROX. 167.5 College Station, Texas 77845 i% �r • s TP=100.39 I ! z T --100.72 EXIST. DRAINAGE z AN EXISTING Hl ,_ F•: _ , et i i (979) 774-3600 ph. :; i i j i f - - H*htNEL RB--�- ' ASHFORD SQU/ i 100.84=T �L 1...; (979) 774-3611 fax Q co 1 2. 5 EX. 3/4" DOMESTIC WATER METER 02.7 1 2.65 r I APPROX. 194'Fl 101.4 T c.��' c 3 w W -' I i w ) o " r,J AN EXISTING H) SITE DATA SUMMARY LOT_ Ashford Square, Block A, Lot 3C AREA -0.26 acres (11,325 ft2) ZONING _ _ C-1 (Commercial) _ FIRM MAP Zone X, Map Panel 48041C0144C (Not within 500 Year Floodplain Area) BUILDING DATA SUMMARY •. I3A VACANTLOT -_i i + of in O_ OFFICE BUILDING x . w V4.4 4 00>�'H , YY l• . 3 A r � �~ � V CL W z HEIGHT GHT 2,105 PT t 1('10MBITT ..t.Y1 O PARKING CALCULATION PARKING REQUIREMENT: (FIELD VERIFY) F -- tJLVYLLVI-Gil l\Cyb Y111U VVORP11 k U11bt1UGLIUII I p �g `tfo�F 1,.^. „ ' �,. - ,.tom . ,• 'y. s �: :,/ :-, rco 100.23=TP P--100. 4 N FIRE HYDRANTS AF 490 SF �/ j f. ti ..._.........._.. t°i' i D. r a c' -Ir N t ,,"� � � `u ' pin �-�`�I��•��i".�:ri ,s�': '.Ci %.r Lfl - �"'^^ t /f o 12633 Highway 30 co a - t,; ������t �, ',,iQ.�f cl I ISLAND ~-, r 101.06=TC =100.1 APPROX. 167.5 College Station, Texas 77845 i% �r • s TP=100.39 I ! z T --100.72 EXIST. DRAINAGE z AN EXISTING Hl ,_ F•: _ , et i i (979) 774-3600 ph. :; i i j i f - - H*htNEL RB--�- ' ASHFORD SQU/ i 100.84=T �L 1...; (979) 774-3611 fax Q co 1 2. 5 EX. 3/4" DOMESTIC WATER METER 02.7 1 2.65 r I APPROX. 194'Fl 101.4 T c.��' c 3 w W -' I i w ) o " r,J AN EXISTING H) SITE DATA SUMMARY LOT_ Ashford Square, Block A, Lot 3C AREA -0.26 acres (11,325 ft2) ZONING _ _ C-1 (Commercial) _ FIRM MAP Zone X, Map Panel 48041C0144C (Not within 500 Year Floodplain Area) BUILDING DATA SUMMARY - VACANTLOT -_i i + w VV.1I OFFICE BUILDING x . w GENERAL SITE NOTE Average PROPOSED BUILDING TP-? 01.36 HEIGHT GHT 2,105 22 FT t - I ALL PARKING CALCULATION PARKING REQUIREMENT: (FIELD VERIFY) PARKING SPACES REQUIRED: L_O_T3A, EXIST 2044 SFBLDG. 1) ROOF -AND GR LOOT3B EXIST. 1,920 SF BLDG. b'.5'•. - . LOT 3C PROP. 2,105 SF BLDG. f ' �{ a 27 SPACES PARKING SPACES PROVIDED:_ 1 FROM VIEW OR IS _ 23 (21 STD, 2 HC) 0 22.00 18.0 27 SPACES (25 STD. 2 HC) EXIST. WATER LINES PUBLIC C RIGH - OFA 100.88-.TP -___-..�... ��, '" L,j f THE SUBJECT LOT, • Z. � GRADE. SUCH SCF .. • .. •. : •. -'• TP=1 01.16 I S : '" (P=100.5 h� BUILDING ARCHITE APPEARANCE. • ' ... , ..•. TC:T02;g1, • ,:.. _'• ..' •.'. .. ,:' FIELD VERIFY ( r X00,25=TP •a - ! I G=100.5? 1 2) THE PROPOSED Bl r �� SYSTEM. TP001.07 f 100.79 -TP _ �X _ - :, I , 3) VEHICLE LAY OF H( - tJLVYLLVI-Gil l\Cyb Y111U VVORP11 k U11bt1UGLIUII I p �g `tfo�F 1,.^. „ ' �,. - ,.tom . ,• 'y. s �: :,/ :-, rco 100.23=TP P--100. 4 N FIRE HYDRANTS AF 490 SF �/ j f. ti ..._.........._.. t°i' i D. r a c' -Ir N t ,,"� � � `u ' pin �-�`�I��•��i".�:ri ,s�': '.Ci %.r Lfl - �"'^^ t /f o 12633 Highway 30 co a - t,; ������t �, ',,iQ.�f cl I ISLAND ~-, r 101.06=TC =100.1 APPROX. 167.5 College Station, Texas 77845 i% �r • s TP=100.39 I ! z T --100.72 EXIST. DRAINAGE z AN EXISTING Hl ,_ F•: _ , et i i (979) 774-3600 ph. :; i i j i f - - H*htNEL RB--�- ' ASHFORD SQU/ i 100.84=T �L 1...; (979) 774-3611 fax Q co 1 2. 5 EX. 3/4" DOMESTIC WATER METER 02.7 1 2.65 r I APPROX. 194'Fl 101.4 T c.��' c 3 w W -' I i w ) o " r,J AN EXISTING H) SITE DATA SUMMARY LOT_ Ashford Square, Block A, Lot 3C AREA -0.26 acres (11,325 ft2) ZONING _ _ C-1 (Commercial) _ FIRM MAP Zone X, Map Panel 48041C0144C (Not within 500 Year Floodplain Area) BUILDING DATA SUMMARY _ EXISTING USE: VACANTLOT Minimum PROPOSED USE: OFFICE BUILDING Maximum 26 gpm (Peak Flow =Avg. Daily Flow* 4) Average PROPOSED BUILDING SF HEIGHT GHT 2,105 22 FT t - I PAVEMENT PER CITY OF PARKING CALCULATION PARKING REQUIREMENT: 1 SPACE/ 250 SF (OFFICE) PARKING SPACES REQUIRED: L_O_T3A, EXIST 2044 SFBLDG. 9 SPACES LOOT3B EXIST. 1,920 SF BLDG. 9 SPACES LOT 3C PROP. 2,105 SF BLDG. 9 SPACES PROPOSED 4" CONC. WALK 27 SPACES PARKING SPACES PROVIDED:_ EXISTING PARKING SPACES: _ 23 (21 STD, 2 HC) PR_O_POSED PARKING SPACES: 4 STD TOTAL PARKING PROVIDED: 27 SPACES (25 STD. 2 HC) UTILITY DEMANDS a< CC) {dao SAvi Minimum 0 gpm }LNL0 Maximum 26 gpm (Peak Flow =Avg. Daily Flow* 4) Average 6.5 gpm Max. Semr Load 37,440 gpd (Based on 16 hourdayusage) PROJECT BENCHMARK: TOP RIM OF SANITARY SEWER MANHOLE= 100.53 (ASSSUMED) z r I~ ` +�-1- = o EX. 314 IRRIGATION METER fI ` ASHFORD SQUp o r-. ( (EX. 512 SF ISLAND j r� PROP. 4" ELECTRICAL ori 4) RESIDENTIAL 'AUT( .�,. - ti� w CONDUIT FROM EX. w rn / ( PROVIDED FOR SOI X i m Y M °- 3-PHASE BOX PER_ - ._ ___ _ N ADJACENT U co - 0 BUSINE. ; ;i lR!R. W -",LVE 06 Q z cov MCSU SPECS & DESIGN. �"� N- cost t°n' I I THAT CONTAINER 1. 'Y �� �, „ WATER `' Lu ` `, 4,r r " �i �.rt _,: �_. -.1 - _ _ ti,? _ __.__ _ 5) PROJECT BENCHM/ t-aP £ 0*1 . LCr(;. rte. :li':i I"h' p- to d _ C7 in `>` i ' ` APPROX. 17' EAST { (I'RWATE cy EX 3 -PH S _ I4 Iy I > I -, co iyO D TA / �_ fA 6) SIGNAGE TO BE PE `Is)AjX NG=101.00 TC 100.80 __ _ ELECT. TP=100.35. STATION. �R=19830 ;= 1;P40046- 7) 100.5 -TP �'-- �' ---- - -... ........ , . - . f .. .: OVERAGE O 4 e. .0 1.._,cl. ,a .. ,r :c'-.: a ➢YtWt� ...- ,:x yy.., =332 -a'#2'^'.i1�-'�'i"/- =a•�•.:•. :�:n•?00.?7-100/o C SAWCUT LINE TP=100.11 / • NE � DECORATIVE ROCK v� s _ SS SS ._ _ __ SS PARKING LOT ISLAM EX.*. 0,1 SAKI. r.; PARKING LOT�SETB / `•�' a `• SWR. DISTURBED DURW( 15.13 58.00'.--„ 6.5 ` 17.50' %' 8) ALL DIM NS AI VERIFY N 44_3T14 E -1 .1 ' ''� w °? a o I JESTERHEIM CUSTOM HOMES, LTD. JAMES T. & PHYLLIS LYNN STUCKEY �'� TCWT ENTERPRISES, LTD. � M ROPOSED CONCRETE CURB 240 SOUTHWEST PKWY. I 242 SOUTHWEST PARKWAY k i'' N " I & GUTTER INSTALLED PER 244 SOUTHWEST PARKWAY I BRYAN -COLLEGE STATION ASHFORD SQUARE -ASHFORD SQUARE .� DETAILS &SPECIFICATIONS � ASHFORD, � BLOCK D, LOT 8C LEGEND BLOCK D, LOT 8A BLOCK D, LOT 813 / LEGEND 0.155 Ac. 0.207 Ac. '� _ � EX. FIRE LANE ## � 0.197 Ac. J FH l f wv �`�. b._,. .:rWoi •6494,, P�:� �4` _"_� - _____�-_-__��::•��.�'� i:,�:��>:,��� �� k -�, �.�.. _� ,:I 4,00 f `� ZONED C-1 W ZONED C-1 I� +;.__. � ...______.�.__•-______- - --__ ....__._.__.�.�� �--�__ N:_.-._�._-� _=�-=--�•••�,-+�-.-fir-.-----;�-`-=•---_._._ �..;�„ �� a< CC) {dao SAvi u I }LNL0 PROPOSED 5" CONCRETE t - I CERTI "ICKIrE C3 REQUIRED +1' 0 +2' •fit N0 • •-_v_�Y��111� Y CiSIM-PLIANCE I . NEU F1 <C - T W Z) < IND -MC JNTED EQUIPMENT SHALL BE SCREENED Q Q ATED A NOT TO BE IS ., S�Q I VISIBLE FROM ANY W Y OR RESID ENTIAL DISTRICT WITHIN 150' FROM Q Z MEASL REEFROM A POINT FIVE FEET I ABO VE :NING AL BE COORDINATED WITH THE OO e� y W URE AP LE TO PROVIDE A UNIFORM CIS C!� )ING W L NOT HAVE AN INTERNAL SPRINKLER K ER �Jz �-• zI 0 FROM THE PROPOSED BUILDING TO EXISTING • J (D W %S FOLLOWS (SEE INSET THIS SHEET): < �e C) ROM N. ~ORNER OF PROPOSED BUILDING TO ?ANT L GATED AT THE E. PROPERTY LINE OF Issue Date: 03/10/09 M S, CN R OF PROPOSED BUILDING TO CANT LOCATED ON THE W. PROPERTY LINE OF Project BLOCK D, �OT 8E. Number: kTIC CONTAINER' TYPE TRASH CAN SHALL BE 08-0482 WAST PICKUP AS UILIZED BY EXISTING, .S (LOTS 3A & 313). OCCUPANT SHALL ENSURE Drawn By: TORE D BEHIND BUILDING OUT OF PUBLIC VIEW. C: TOP RIM OF SANITARY SEWER MANHOLE DAL S. PROPERTYY CORNER= 100, 53 (ASSSUMED). ITTED SEPERATELY PER CITY OF COLLEGE Checked By: ,ROUN COYER, DECORATIVE PAVING, MPT R APE RE i IAL GRASS IS REQUIRED IN Revision: i, SWAZI €S ND DRAINAGE AREAS, THE K, RIGH`TS- F -WAY, AND ADJACENT PROPERTY ONSTRUCT 'ON. U BACK B Uli NOTED OTHERWISE. a Iy 0 I� I 4 EXIS TING FIRE HYDRANT SAvi u I PROPOSED 5" CONCRETE PAVEMENT PER CITY OF -- J ---- COLLEGE STATION STANDARDS XTP= 90.50 PROPOSED 4" CONC. WALK *TF 0.50 PER CITY OF COLLEGE STATION STANDARDS EXIST. WATER LINES EXIST. SAN SEWER LINES 1t`r- SAWCUT LINE EXPANSION JOINT, TYPICAL SITE PLAN EXISTING GRADES PROPOSED GRADES: TP- TOP OF PAVEMENT TC- TOP OF CURB TS- TOP OR STAIR BS- BOTTOM OF STAIR EXISTING BUILDINGS, TYP. Sheet: 1 of 1 _ ca KWM , . LPF I - R. -' : F♦^� fir" �a L 232 SOUTHWEST PARKWAY E. 5 I � ASHFORD SQUARE xesidemuzl � critnm ,... .............w .... BLOCK A, LOT 3B cn ^ 0.184 - Aa. w 1 j F 5 97£6 Waodvi w priVe "J ;T Ste^ Vol. 7097 Pg .003 W ' £011e IQ TX 77845 1- ZONED C-1 -� s , .. t I . ,. ,r vickievdla•biz W EX. SAN. SWR. • SVC �APP'RfJX) » - _ Z � fi cc ti : ^^ W Tree Crepe Myrtle ti ep y j n ) .�F.9.: �N 44_°37' 1 „ E _ 15 9` : ;:::., . , :.:,. ,.,. OFi �► ?262 '4Qy 4 a. j I .. � �� SITE AREA N j (119817 s.f. / 1000) x 30 = 355 points I �,I W� ' w ' O 3 uta : : v. _ w, .....:,....iw........ . ........- ? _ Total Landscape Po' r. ,.s ._ ................a.. ants Required: v�cC r ..,. PROPOSED APPROX. j.. i P8I)U jay''' \'(''"•""'' 2,105 SQ. FT. BUILDING - I w� ; i Total Landscape Points Provided: 800 F.F.E. -102.25 i. � W III�:I PLANT LEGEND z W _ KWM, LP. j i .°'.. c� i. . _ 232 SOUTHWEST PARKWAY E..4.................................................................................. 4 N Point Total Q 5 a o ` j �; + Symbol Plant Name / Type Size W a.a C w Waxleaf LigUStrum ASHFORD SQUARE �, =f tY• Value Points X � I BLOCK A cv Shumard Red Oak LOT 3C Quercus shumardii 2" cal. 150 450 0.250 Ac. 0 a o Q Tree Crepe Myrtle ~� ».v....::...:. i ♦ Shumard Red a o m v, 1.7061 Pg, 157 Oak ., . cc t Canopy Tree � � ,� humard Red Oak zc�N -1 �A� N �y � �' u, Lagerstroemia indica I ----- - 1.25"+ cal. 4'0 160 Tree Crepe Myrtle, 'Natchez' Non -Canopy Tree W LU EX. TERS IRR. VALVE ° ;3 Y, Waxleaf Li us#rum '� w PPRO w --,tom j 0g X. LOC. EX. WATE w W w Ligustrum lucidum Gallon13 10 190 f W 5 EXIST 3MP pD TA _ .�%i � �, Shrub 0 `� ELEc EX, FIRE LANE SS-�-.�._.._. � SS SS �---�- SS SS � SS SS SS SS SS SS----�-- SS --- �S ----�- SS w ss ss --�-�- S-�---.-. SS sj --�- Ss _ ss .� �, WN Bermuda Grass Hydromulch EX. S SAN. SWR.. Property Line ASHFORD DRIVE p 2lbs per 1000 sf 234 Southwes 44°37'14„ E 3' �' N 154.1 WESTERHEIM CUSTOM HOMES, LTD. JAMES T & PHYLLIS LYNN STUCKEY TCWT ENTERPRISES, LTD. .as Parkway240 SOUTHWEST PKWY.242 SOUTHWEST PARKWAY 244 SOUTHWEST _ , ` T PAR • I I ASHFORD SQUARE ASHFORD SQUARE I ASHFORD College --++ RDS SQUARE V o I' e e Station, T , BLOCK D, LOT SA � BLOCK D LO Q E ' TSB � - _ � y ^ 0.155 Ac. BLOCK D, LOT SC - ... s.,: , .:,,.,. ,.,:.......,:•v. 0 207 Ac F.X, F ..... J IRE LAN .................w-ww+.w., ,,...n...,.,., .. ... ,.•3\,. .,a c C.., ,) >.T^<v.1 ....,._.:..a.» �ES E 0.197 AC. �»,.�.....,..�.:.....�.�..,,w. .... : GENERAL NOT ZONED C-1 » ». LAND • SCAPE CONTRACTOR -TO RECEIVE SITE M ^.,.....,.,,....w,,. AT APPROXIMATELY " . XIMATELY 1.5 BELOW ' WF FINAL G d .ALL CK TRASH AN D � D • E - BRSTOBE 1 RE �4NInD.,a^ MQ PR ... ,.,» .................. PRIOR TO F » INE GRADING. rte. ; LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR ACHEIVING POSITIVE DRAINAGE WITH STAN N ( ATER. DRAINAGE SHOULD BE DIRECTED AWAY FROM BUILDINGS AND PROPERTY LINES AND T RDS S f ' I GO FINISHED O WER INLETS L GRADE OF LAWN AND PLANTING AREAS TO BE A MIN. OF Ye BELOW ADJACENT VEMEN SE , _ I INVEST 246 SOUTH LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR LOCATING AND PROTECTING FROM DA GE AN EX TING IRRIGATION AND PLANT MATERIAL ON SITE AND ADJACENT SITES. ANY ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION WILL BE RETURNED TO I EXIST NG ,CONDITION OR BETTER. REVIEWED FQ LA 1 V D V CA P E PLAN LANDSCAPE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE ORDINANCES AND CI ODES. REQ URED PERMITS R SHALL BE OBTAINED BY THE CONTRACTOR. COMPLIANCE 0 10 20 LANDSCAPE CONTRACTOR SHALL L LOCATE TE AND VERIFY FY CO : CONDITION IT N EXTREME CARE SHOULD BE IN EXCAVATING AND WORKING NEAR UTILITIES. THE IC NT z OR U WILL BE FALL UTILITIES PRI, TO CONST ��� .) �� RESPONSIBLE FOR ANY INJURY OR COST INCURRED DUE TO DAMAGE OF OWNERS PROPS TY OR TILT ES. BE ?Ong Scale: 10=101-0" DIGGING PLANTING PITS OR PLANTING BEDS SHOULD BE DONE AS NEEDEp.. HAND COLLtut 6 IAl DEVELOPM ALL CONTRACTORSE ARE NT RESPONSIBLE FOR R SERVICES I REMOVAL OF TRASH CES OPEN HOLES, ETC.) ON A DAILY BASIS. AND REPAIR OF HAZAR US CONDITIONS (TOOLS, PLAT FILED: UPON COMPLETIONS OF CONSTRUCTION AND PRIOR TO FINAL APPROVAL, CLEAN UP THE PROJECT SIRE OF ALL TRASH CONSTRUCTION DEBRIS, LITTER, ETC. AND PAIR D THOROUGHLY TO FIN THE CONTRAC R WILL AMA E TO FINISHED GRADE INCLUDING SPOILS FROM EXCAVATIONS, WHEEL RUTS, ETC, I' q q SECURE TREE E STAKES WITH LANDSCAPE �• a ,,,,► HOSE AND WIRE AT LOWEST CROTCH OF LOWEST BRANCH NOTES 100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, DECORATIVE ROCK (NOT LO }, OR A� PE ENNIAL GRASS DECEMBER 9 12 GA. R HO WIRE WITH BLACK IS REQUIRED IN PARKING LOT ISLANDS, SWALES AND DRAINAGE AREAS, THE PARKING LOT ETBACK, RIGHTS-OF-WAY ' 2008 TOP OF ROOTBALL TO SIT RUBBER HOSE TO PROTECT AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION, ' SLIGHTLY ABOVE FINISHED ON, GRADE, PLACE ROOTBALL ON TREE SUBGRADE �" AREAS DESIGNATED AS "LAWN" TO BE HYDROMULCHED WITH BERMUDA GRASS SEED AT , RATE OF 2LBS PER 1000 SF. ----3 - 6' (MIN.) LONG DARK GREEN IF INSTALLATION OCCURS BETWEEN SEPTEMBER 15TH AND APRIL 15TH ALL LAWN AREAS BE HY?ROMULCHED WITH "T" POSTS. INSTALL STAKES TILL EXISTING SOIL TO A DEPTH OF 6", AND WINTER RYE GRASS SEED AT A RATE OF 4 LBS PER 1000 SF. CONTRACTOR WILL THEN RE!- DROMIJLC WITH THE 3" HT. WATER RETENTION SPACING PER PLAN ADD A 4" DEPTH LAYER OF PLANTING BED BERMUDA GRASS SEED AFTER APRIL. BASIN MIN. 1' INTO UNDISTURBED MIX. PLANTING BED MIX TO BE A 1:1 _ SUBGRADE. COMBINATION OF FULLY COMPOSTED ALL PLANTING BEDS AND LAWN AREAS WILL BE SEPARATED BY RYERSON GREEN STEEL E GING (Y 4") OR APPROVED DIG HOLE 1,5 -2 TIMES WIDER ORGANIC MATTER WITH TOPSOIL. EQUAL. 2 LAYER OF HARDWOOD THAN THE ROOTBALL WITH TOP OF ROOTBALL TO BE +' SLOPED SIDES. ALL CANOPY TREES TO BE STAKED, REFERENCE TREE PLANTING DETAIL FOR STAKING. BARK MULCH /---- ' / SLIGHTLY HIGHER THAN FINISHED GRADE .. s •.•:« �. FINISHED GRADE FOR PLANTING SPECIFICATIONS REFERENCE TREE PLANTING AND PLANTING BED DETAILS " I !j COVER BED WITH 2 LAYER OF IRRIGATION O�T' _ .. ! ON NOTE 1" LAYER OF COMPOST HARDWOOD BARK MULCH S BACKFILL WITH NATIVE SOIL, , BED SHOULD BE SUBSTITUTING WITH TOPSOIL PLANTINGI, tFN NEEDED. CROWNED AT E CENTER AN IRRIGATION TION SYST EM TO PROVIDE IDE FU L LC COVERAGE V RAGE OF ALL PLANTING BEDS AND LAWN EAS SHALL E INSTALLED LANDSCAPE BY LICENSED IRRIGATOR BEFORE A CERTIFICATE OF OCCUPANCY UNDISTURBED SUBGRADE 1. TREE PLANTING DETAIL NOT TO SCALE WILL BE ISSUED. IRRIGATION SYSTEM TO BE PROVIDED WITH EITHER A PRESSURE VACUUM BREAKERA R , BACK FLOW DEVICE, OR A DOUBLE-CHECK BACK FLOW DEVICE. ALL BACKFLOW DEVICES TESTED UPON INSTALLATION AS PER CITY ORDINANCE 2394. LAWN AND PLANTING BEDS WILL BE ON SEPARATE ZONES, IRRIGATION CONTRACTOR IS RESPONSIBLEFORINSTALLING IRRIGATION SLEEVING, 2. - PLANTING BED DETAIL NOT To SCALE PLAN D PRESSURE PRINCIPLE BE 1 STALLED AND I ^0 �, EXIST. FH @ WELLS FARGO BANK PROPERTY LINE (ASHFORD SQUARE, BLOCK A, LOTS 1 & 2) i i O rn FHw I---� co» iT I1 i PROPOSED } BUILDING -�--" ( 4., --------- -- J yfitiiii-._.....:;.._ .. _ S_ ^•tt-,-;,-. yiu.• --------- +.. ----- ------t--- V ;Y 2r --w------- ------------------------ Q ' EXIST. FH @ PARKING LOT m I PROPERTY LINE (ASHFORD SQUARE, BLOCK D, LOT 8A) t • - _ i .Y FIRE HYDRANT LOCATIONS & VEHICLE LAY OF HOSE SCALE: 1 "=40' PROJECT INFORMATION OWNER KWM, L.P. 232 Southwest Parkway College Station, Texas 77840 APPLICANT/ _ Lessner Engineering ENGINEER 2501 Ashford Drive, Suite 102 Station, College e n, T xas 77840 (979) 680-8840 ph. (979) 680-8841 fax DEVELOPER Keys and Walsh Construction 12633 Highway 30 College Station, Texas 77845 (979) 774-3600 ph. (979) 774-3611 fax SITE DATA SUMMARY LOT Ashford Square, Block A, Lot 3C AREA -0.26 acres (11,325 ft2) TONING __ C-1 (Commercial) FIRM MAP Zone X, Map Panel 48041C0144C PROPOSED BUILDING (Not within 500 Year Floodplain Area) _ BUILDING DATA SUMMARY EXISTING USE: VACANT LOT PROPOSED USE: OFFICE BUILDING - Maximum 26 gpm (Peak Flow =Avg. Daily Flow* 4) Average PROPOSED BUILDING SF HEIGHT 2,105 22 FT _ EXPANSION JOINT, TYPICAL COLLEGE STATION ATION STANDA RDS PARKING CALCULATION PARKING REQUIREMENT: 1 SPACE/ 250 SF (OFFICE) XTP: 290.50 j PAR -k1 -WG -SPACES REQUIRED: PROPOSED 4" CONC. WALK •T 90.50 LOT3A, EXIST. 2,044 SF BLDG. 9 SPACES PER CITY OF COLLEGE STATIONTP- LO_T3B_EXIST. 1,920 SF BLDG. 9 SPACES TOP OF PAVEMENT !'&336 3C PROP. 2,105 SF BLDG. 9 SPACES _ _ _ I 27 SPACES PARKING SPACES PROVIDED: TS- TOP OR STAIR EXIST. WATER LINES EXISTING PARKING SPACES: 23 (21 STD, 2 HC) BS- BOTTOM OF STAIR PROPOSED PARKING SPACES: 4 STD TOTAL PARKING PROVIDED: 27 SPACES (25 STD. 2 HC) UTILITY DEMANDS Minimum 0 gpm ICUT - Maximum 26 gpm (Peak Flow =Avg. Daily Flow* 4) Average 6.5 gpm Max. SeverLoad 37,440 gpd I (Based on 16 hour day usage) NOTE: SEE [NST AT LEFT FOR I LOCATION OFNEAREST FIRE HYDRANTS & LAY OF HOSE. { w � I - ¢ -} g `W _ I (EXi~a i. DETE1411 I; co W w Q W.O; 7.5' SIDE SETBACK W ! ~ BAKER & CARNES INVESTMENTS, LLC 232 SOUTHWEST PARKWAY E. w z l H ti ,# # I. _ ASHFORD SQUARE _J w U O �� BLOCK A, LOT 3A ¢ W ¢ a_ 0.171 Ac. U o t.D.Vti. a. z war a - Vol. 4354 Pg. 163 O wZ O > ZONED C-1 Uo m lLO : W it ' 7.5' SIDE SETBACK 103-- r Z r- l L ..0 rr 0_� > , .. C`i (yV I M4- `.' ' ` KWM, LP. 232 SOUTHWEST PARKWAY E. ISS t I ASHFORD SQUARE i 6 -} EXIST. CONCRETE BLOCK A, LOT 3B SIDEWALK TO REMAIN - 0.184 Ac. Vol. 7097 Pg. 003 ' Cl_ i1) ZONED C-1 ' ' ¢ ' �� f;% --`-#~ PROP. 6.50' WIDE, 4" THICK Co .7 CONCRETE SIDEWALK PER" EX. SAN. S101R. B -CS UNIFIED DETAILS { ; f C•t '� I1' C / Ai?PROX r � til , . { L" t -+..:. i� , • '- ,,,,, ", ' •, i 15.2 ' .5� S8, OSETBACK I {{ ' 10©:99-TRS06 co l¢ co \.,, 1.99' --'_`_ !02 _____.., , _._ _ _ _ N -4' 4°3744!-'--E--466A9!­--z" _ ,� EX. 20 PUE = 1.96 - NG 10 �, co 15� REAR '`.. 6x9'MIN. 2 �r (688/315) .} .,,, MIN, BICYCLE PARKING AREA O & FIRE LANE Z : SE,TBCK SEE DETAIL, SHEET C3 102.92 U 02.20 - 75' SIDE SFTBACI�_ _ 102.88 0.97 TP �' i- - ✓. . tr 81.47=T6 y jX� TWO (2) STAIRS W/ 12 TREADS jj 7.96 !4, 9.27 t. PROPOSED APPROX. REF. GRADING FOR ELEVATIONS I ' P 102.67-fi} T - •f ,r 2,058 SQ. FT. BUIL DING fi rr r r '` ¢ F F.E, =103.25 w TS 10 .17 0IY.,)rJ w v h 3 ty BS 101.67 r / I r i TS -102. f �.. � .,rr°,�•h.• - MATCH EX. TOP OF CURB l 1 4 _ � T r' a '. _'tii71111 eQ-i �. P PVC 77 MIN2 SLOPE - n- yY%.. :..t. �+ 'n s•F - c -m , �. :.firn•. ".r.i.t 1" rrwe-•s x.kr .r.. • r t 5 4 t C11 � ...{ vxd :. a„ky.r , F _ •'' ;'t d ' �Y•c^ri. , .3 1Y y dt ..�`-S - M! - � �..-•"- I 'rn x ' r . � ' - 4 - . �E. `14.=x,,1 ���h� ;�� �3%.. V- .•+• 2 (/'� a �'" , $'+! a "vt'•r, .."s. _ •;.` plc* a y N S h `C W ' I . V U S KNELLS FARGO BANK SWELLS FAF2GQ � ` 200 SOUTHWEST PARKWAY E. ASHFORD SQUARE BLOCK A, LOTS 1 & 2 ^ 1..5.4&-A.c..,.,_,-.,._--_.. 0' PUE & IMON AREA 1354/163) co to •cc}}• ltd CO Co @ # H co I w h WN 11 _ 65' PPE _ (4354/163) 32' PUE (590/269) f IN I r CO 11 1 2 U 30 40 t •�77777 41TY MAP NTS MINIMUM 28 -DAY CO ' RESSIVE STRENGTH OF 3,000 p i #4 BARS @ 18" OCEW 4 1 \ \\r\\ \\/\\ 6" LIME -STABILIZED, COMPACTED SUBGRADE PER CITY STDS. T 11 P. PAVEMENT Cth'RU I l z 'ti I w a t f 4. BAIT f P. n TYPE \ . R GU I& R Int! TP=101.90 X Fes' w 14 ITR Q i , (f, . .i -', 74.50' P=102.36 w VERIFY X p / # 100.75=T = # = W _ r i !G 102.28 ( I - E � , w �.r�l.,r t . I�r�, r •, 101.40-T � # I _. rtK �vC ) Alk 1.36=TP ii -100.4 101.72 110 a v° X '* t�tlWH ' i r =100.0 ` E1' I CS 77 FRO SETBACK # , (u l ! (4354/163) / 1 j >MAITW I # P P'102:2 { z Zz Lu_ +� _ t'* l PROP. 5" CONCRETE PAVE Lam I/ I - TG 102:9. - Z'U io ' ' PER B -CS UNIFIED DETAIL �• fLL ^1, -- 1 w ( wv GENERAL SITE NOTE ;QTR '.1.02.4 a: a -� - rl� ' '•O .cn .�_'. '.-• TP=101.36 �� -..-a••..�-''•'.-.-- (FIELD VERIFY) 1)ALLROOF-AND GR UND-N I FROM VIEW OR I"K 1"KLATED r I � f ' Jj/ f �8. 0 { PUBLIC ICRIGHT-OF- 22. Y R 000 s �- 1.0 -s b 100.88=.TP - --. -.'' THE SUBJECT LOT MEA: GRADE. SUCH SC • � � H R ENING / ' ` BUILDING ARC I - f HTE URE E . TP -1 1. - 0 16 ��;_:•;; -. •'.-•. • -. -.. '. # ,r' l P=IOD. 5 �' •=`' � APPEARANCE. • (FIELD VERIF 102: 10 TP 8 - 10 G 0.5 1 .. , ,• •- .• _ ' .• ,-' • • ,• ' { -ti�� � 2) THE PROPOSED B I DING 1 �25 1= 01.1 TC-- 0 _ 1 SYSTEM. ( ^ /J + / `^ _ W T -10 - P- 1.07 - 100.79 TP •- �X= '' v I 3 VEHICLE LAY OF H E FRC w �- : r � >T : � t �� : 490 SF ` N 1 Y} {. r �,� r • -�`'`•-.. 100,23 TP < � � . =100. 4 a { / / N l uP --�;� � :r: FIREHYDRANTS ray r �,p T- r, ISLAND r f/ ,/ r o �I -� x!' s :..:�„ ; . �" # r 101,06 -TC =100. 1 APP O ' ---.. { y .,� ��=•s';/ ,I�r` cd -100-72 I �• R X. 167.5 ROM 1 I z, TP 100.39 T 100 7 a --ir's ;: � �t....� s. �-� �.-.:(• r,.-�'-�.,,,�� ;t�-,,, _�,,.': '%': � � _ 2 EXIST. DRAINAGE � z # AN EXISTING H RANT i `' %i 4 -4 -CHANNEL �--- ASHFORD SQU E, BLC 100.84=7 I ; rr tti i-- 1 2. 5 " 02.7 ' 1)2.65 APPROX. 194' FR M S. C 101.1 Tc % r in EX. 3/4 DOMESTIC WATER METER W rr = " ( AN EXISTING HYI RANT z I ! �= - I o EX. 3/4 IRRIGATION METER ' t ' f ASHFORD SQUAT E BLO (EX, 51? St= iSLAi iD) "I i ti r� S; PROP. 4" ELECTRICAL / J d I f ,� 4) RESIDENTIAL'AUTO1 ATIC t L . i ,.. , '_. , a o CL CONDUIT FROM EX. w � / i U I ,,{ ; � L:� � Y a• -- PROVIDED FOR SOL WAS' ?I' .7 ' .r 1 I ( m co 3-PHASE BOX PER __ __. --- _ �f a f ' F<, 1 ADJACENT BUSINES ES (LC THAT CONTAINER IS TORE U ii _ _` METERS Wi `�s ii?R. VALVE oti ¢ N d CSU SPECS &DESIGN. '� " �- cov uo'i is ti I " �, �'/ „ h,, ` W 'c,' �,l _. _- _ - ,l -- o J ;./------- W _., 4r I }r �:' _:_. i ;,.,; _ _ .__ `, 5 PROJECT BENCH o f j AP RO'^. LOC'. EX". 8 W I E d a a o :_ _ / ) _. N w i I�F�IE% 'i i+� -._ EX 3 -PH ^i MA K: TOf 'n ✓ # i I APPROX. 1 T EAST p S. PR PROJECT BENCHMARK: TOP RIM OF SANITARY SEWER MANHOLE= 100. 53 (ASSSUMED) > X NG=101.00 TC 100.80 cr' - �- ELECT. DTA l ? 6) SIGNAGE TO BE PE ITTEE 8=100 ITP=100.35./�,�E STATION. l� . , 100.57=TP'^�. s.. x l '1'9�$1J 7 100% COVERAGE O .... ,:.:•... a .� r " .:,3ia;�y :. �.,� ., � :.-,- ... . ' ..Y�' :.^rrdNrkZ' :s::r--...:4'..:cb.._ ae:..�;�e... -<t �:E 5w.d5; a;: '-^ Y F-^��----"e'. `a :Yw�°' F GROUT 100.17=TP l E DECORATIVE ROC IK, R A P SAWCUT LINE TP=100.11 u •, _ _ _ _ _ PARKING LOT ISLAM S SW, ^n il y ` S,' �; S - -. ._�_ _ 8" SAN. ~ ; . PARKING LOT SETS It -' , r... K,R 15.1 3'`� DISTURBED DURINGCONST VERIFY 58.00' ` } 6.5 ' 17.50' r: / ` 8) ALL DIMENSIONS A'R TO B/ N47'14 E-1 .1 ' / W 43rn ESTERHEIM CUSTOM HOMES, LTD.71 JAMES T. & PHYLLIS LYNN STUCKEY ' ROPOSED CONCRETE CURB '' TCWT ENTERPRISES, LTD. N ,L°', 7 & GUTTER INSTALLED PER 240 SOUTHWEST PKWY. 242 SOUTHWEST PARKWAY f A" 244 SOUTHWEST PARKWAY I BRYAN -COLLEGE STATION ASHFORD SQUARE ASHFORD SQUARE DETAILS & SPECIFICATIONS i 1r ( ASHFORD SQUARE BLOCK D, LOT 8A BLOCK D, LOT 8B .-' ' BLOCK D, LOT 8C 0. 5 1 5 Ac j 0.20 _t $...• _.r,,>. t . .. N...� 1 0 197 Ac 7 Ac EX. FIRE LANE .,.S;;E:..., .ua,G� sL vae3Sr 'G•�. �i.r.S��:rdc....ia?a4(�i�.+. ...,.r r,. ,<.<.,.ws�ii:.,_..:a.-,. ' -����trty.�_UOI._.6494.rP��47_ .u�...;:.. - �';�:z.�,,:��..�,�:;>•i�-� ;.�.� �{sz:;�,;� _ _ ZONED C-1 �W ZONED- - - A� (, �a N ¢- t I � -tea'. � { � °- o P 4 ` J 1 1 t I Gessner 0 Engineering 1712 Southwest Pky, Ste 105 College Station, Texas 77840 P.O. Box 10763, 77842-0763 979.680.8840 (Phone) 979.680.8841 (Fax) www.gessnerengineedng.com MELISSA P. THOMAS oo. 98398 • • lv /ONAL �1 FOR CONSTRUCTION U M5101 J01IRTS IN CURB.* roWER t___ z CEO . AT #► MAN 0 STMCE ,OF 1- I /4If ALL RAOUS - POINTS, P;T.!S.0 W` �'GONIRACTION J0*tS .tN'.CUFt8 11. 0 6E SPACED A7 A MMOALAt J 1p' SART,. -- - o U) ..yy1 .�. ? 4 2 " ) M W 2' 2o .'�" 3 r N W IC.IL _ rl tY ,n �7 ^ W .. L..1.. z -COMBINED CL = O SECTION U) <� rn 11 W T14)1 <C Cy UNTIED EQUIPMENT SHALL BE SCREENED 0 C0 0l S NOT TO BE VISIBLE FROM ANY W S117ENTIAL DISTRICT WITHIN 150' FROM Z RED FROM A POINT FIVE FEET ABOVE ,[(� �+•/ HALL BE COORDINATED WITH THE O O Wi D SCALEPROVIDE A UNIFORM N ORM rn U. �A LL NOT HAVE AN INTERNAL SPRINKLER ..L.. •• t J T P V, HE ROP M O PROPOSED BUILDING TO EXISTING 1- ,� W -OV S (SEE INSET THIS SHEET): CO RNER OF PROPOSED BUILDING TO )GATED AT THE E. PROPERTY LINE OF Issue Date: K A LOTS 1 & 2; 03/10/09 RN ER OF PROPOSED BUILDING TO )CATED ON THE W. PROPERTY LINE OF t D! LOT 8E. Project Number: INTNINER' TYPE TRASH CAN SHALL BE 08-0482 PICKUP AS UILIZED BY EXISTING, S 3A & 3B). OCCUPANT SHALL ENSURE Drawn By: BE IND BUILDING OUT OF PUBLIC VIEW. ZIM'OF SANITARY SEWER MANHOLE DAL QEF TY CORNER= 100.53 (ASSSUMED). >EERATELY PER CITY OF COLLEGE Checked By: )COVER, DECORATIVE PAVING, MPT ZRENIAL GRASS IS REQUIRED IN Revision: ES AND DRAINAGE AREAS, THE TS -OF -WAY, AND ADJACENT PROPERTY UCTION. K IF CURB UNLESS NOTED OTHERWISE. 0 0 Q 0 LEGEND - FH EXISTING FIRE HYDRANT SAI ICUT I SAWCUT LINE PROPOSED 5" CONCRETE PAVEMENT PER CITY OF EJ EXPANSION JOINT, TYPICAL COLLEGE STATION ATION STANDA RDS XTP: 290.50 j EXISTING GRADES PROPOSED 4" CONC. WALK •T 90.50 PROPOSED GRADES: PER CITY OF COLLEGE STATIONTP- TOP OF PAVEMENT STANDARDS TC- TOP OF CURB TS- TOP OR STAIR EXIST. WATER LINES BS- BOTTOM OF STAIR EXIST. SAN. SEWER LINES = ' j EXISTING BUILDINGS, 7YP. ' ''' `' ' SITE PLAN C1 Sheet: 1 of 1 i i I 1 I EXIST. FH @ WELLS FARGO BANK 1 PROPERTY LINE (ASHFORD SQUARE, BLOCK A, LOTS 1 & 2) D -< I fA -I ►^ rn _ 1: FH _.- CD I r- cn Ald1-_1 ...... I J I I i PROPOSED 1 1 �.� BUILDING 1 I Q id --- -- a-- -1- ---- € y J .1 a L-------------------- a --------- p I 1 = ��, EXIST. FH @ PARKING LOT rn .i �. i PROPERTY LINE (ASHFORD SQUARE, :: f BLOCK D, LOT 8A) Zn i I FIRE HYDRANT LOCATIONS & VEHICLE LAY OF HOSE SCALE: 1 "=40' PROJECT INFORMATION OWNER KWM, L.P. 232 Southwest Parkway College Station, Texas 77840 APPLICANT/ Gessner Engineering ENGINEER 2501 Ashford Driw, Suite 102 College Station, Texas 77840 (979) 680-8840 ph, (979) 680-8841 fax DEVELOPER Keys and Walsh Construction 12633 Highway 30 College Station, Texas 77845 (979) 774-3600 ph. (979) 774-3611 fax SITE DATA SUMMARY LOT Ashford Square, Block A, Lot 3C AREA -0.26 acres (11,325 ft2) 20WN6 C-1 (Commercial) FIRM MAP Zone X, Map Panel 48041CO144C PROPOSED BUILDING (Not within 500 Year Floodplain Area) BUILDING DATA SUMMARY EXISTING USE: VACANT LOT PROPOSED USE: OFFICE BUILDING Maximum 26 gpm (Peak Flow =Avg. Daily Flow* 4) Average PROPOSED BUILDING SF HEIGHT 2,105 22 FT PARKING CALCULATION PARKING REQUIREMENT: 1 SPACE/ 250 SF (OFFICE) PARKING SPACES REQUIRED: L_O_T3A, EXIST. 2,044 SFBLDG. 9 SPACES LOT3B EXIST. 1,920 SF BLDG. 9 SPACES LOT3C PROP. 2,105 SF BLDG. 9 SPACES ____ 27 SPACESAR PKING SPACES PROVIDED: EXISTING PARKING SPACES: 23 (21 STD, 2 HC) PROPOSED PARKING SPACES: 4 STD TOTAL PARKING PROVIDED: 27 SPACES (25 STD. 2 HC) UTILITY DEMANDS Minimum 0 gpm Maximum 26 gpm (Peak Flow =Avg. Daily Flow* 4) Average 6.5 gpm Max. Se"erLoad 1 37,440 gpd (Based on 16 hour day usage) i I { NOTE: SEE LNS T AT LEFT FOR ; I LOCATION OF NEAREST FIRE � � � WELLS FARGO BANK N I I I r HYDRANTS &LAY OF HOSE. i -WE 008 FARGQ , '( W ¢ 200 SOUTHWEST PARKWAY E. I _ _ _w� k i. 0 20 30 40 z I w - #: j .F'Fi�; € i� ��s` 06 f SC LE: 1 "=10' w �i�t.i� a w¢ z 1 ASHFORD SQUARE Q p BLOCK A, LOTS 1 & 2 z. _... � �.._.__' w�_.__-__._._.__...._.__ ,_.._...-_ .'___._._...._.._.....__....._.p ....__. _...___."-.'_•... .._.. .._._.._.....i�.�_._... -��__-___--_____--._.-_.-_.._.__,_._.-.__......,..__......_.- � 5.448.1xC...._... .,._._.i � G -i I ,p. I� : (: 1 a:Ge's.sne r 7.5'SIDE SETBACK■ ngineenna•^-.. ,-•... ^ I I an " :t s ;r . k" r O _ J �LC +,.s �'' a `s e kJ Si 1712 Southwest Pky, Ste 105 1 1 ,� I g Station, Texas 4 i College S t s 778 0 u £ P.O. Box 10763, 77842-0763 { _ 979.680.8840 (Phone) 0' PUE & + PROJECT r` -� y ` . � •.. t = 979.680.8841 (Fax) �' I s x, LOCATION www.gessnerengineering.com w j • BAKER & CARNES INVESTMENTS, LLC CO OMON 6A3REA j ( 9 ,Y g 232 SOUTHWEST PARKWAY E. ) 32' PUE !!< w m ( j (590/269) r �g=t z = ,I 1 ASHFORD SQUARE l 1'"Ff� Z W O .- 1 1 �� . BLOCK A LOT 3A J W i U --fi 25 f f/i I s s.a _¢ > ¢ " �;, }} -. , 0,171 Ac. -- ( W t,, ui ¢ n- o 1 E. SAN. SUr�_ - rJ 65 PPE ¢ � I `y , 24'P .A.E. U d Z r v �r ate O f 0) W � - Vol. 4354 Pg. 163 �6 , • T m p csfi a,fC (ALrRti�}. i 4354/163 .� P. FI W � 00 n z cCD "' ( ) i (590269) y� q� IW- 9¢ U ZONED G-1 u VICINITY MAP p O r� E �! fit ----- - _ _ _- _ _ tl � y NTS .............. I .. ....'t 00 (� MELISSA P. THOMAS In �f 'fes I °' i CONCRETE SH LL HAVE A �� I NOTE. CO C k r,,l _ H ( } j ;� MINIMUM 28-D . :.................. W %- �, m 11; s j I AY COI RESSIVE p. 9$398 -- f I ! I STRENGTH OF 3,000�p i ('I �f _ . �.. _ __ f( _< #4 BARS 18" OCEW SS1ONAL �G czwn 7.5 SIDE SETBACKco @ fi - j�1 �y_ _•�---- .. 1J� ._..______._,.._.._ ........_.-._. w,Q � / � ". fes? " . !/ i:. / /• ;•i:ly'.i:!• /.!• :i.l, i:!. ,•/..i.!..i,/..i:/.. ✓ FOR } --� _ . __._ I �yY f/./���/. / / / / f / / CONSTRUCTION i ie}2 * U I V 6" LIME -STABILIZED, COMPACTED 7.5 S[DESETBAC;i�"-_--__._._.___. �.___ _. i c r SUBGRADE PER CITY STDS. -• _� ♦ its,.. (___- _ ___ ( r - i ' P. PAVEMENT SC LE: NTS k I �` • �� KVIIMt LP. � i U l zo 232 SOUTHWEST PARKWAY E. t _ W u { - ( ASHFORD SQUARE -- -- r -- { I NO ... • _ _ EXIST. CONCRETE � � a� `� I T'1i1? �G; EXP ,iSIMD'FI J010S IN CUM .� GUTY R U r- BLOCK A LOT 3B SIDEWALK TO REMAIN aa• U� c a W,' + , z - - ^ 0.184 Ac. �'. fn` `', }} , SN 99 .SPAGE0. AT A MAX O STANCE QIF Vol. 7097 Pg. 003 ` \ t. z \ \ ' I 10 w a j c : •� O . I P,_ T1"Plr tTE�ACTIO�t ,1MHTS.iN'"C co 1 ' k Lt CL �, \ �. I� �R �L, SPACED AT A MAtt 1U�i .� �..., r� ZONED C-1 _ ---'-- _` n rl'n ``` IX TP=101.90 - - I - f I I D 1�, . J til i1! { l-'i'i' f r1a i ��i' 0 f, V + ¢ PROP. 6.50' WIDE, 4" THICK ' z / i �'�' ' { r' tt h .. co G { ( + U ¢� I� 1 4"W-\ t5 T: ,,�; •� j c,�:ti, � f � CONCRETE SIDEWALK PER" _ � � � { � � � � �,�i toia1 f _ S - _. SAI. SSI;It:. B -CS UNIFIED DETAILS h 2: c� ¢ t I }ry�q� }/ j L ` ' _ R rn 1 K U �� `' amu; 3� 1!4"' S.. ---,7,5'SIDE SETBACK %- =� u� _ �� � ^(` _ T 15.2 ' 8.00' ' - ¢ 74.50' , �r? \ w '� _ u� m VERIFY d { 6' . t tr P-102.36 ! - w >� 1 _ "rs co /fi f x p 100.75=T f �'; 7 W { 1.99' I J2 - o t� t w_ Q . �. ' f G=10 w ti, - , r - i f � fit . , a: _ __100 • _.99-TP;F - A _ .. __� - . 5 _ __ �-, 2 28 I - . _ w '" 2 _ - - tv Y-. 37-14 1„6.19 z . /,_, ;ISL. P<<.K3�rIiiC 901.40 T / \ t- _ ( - m - -- _- _'C- - -- _ 7 01. 5 TCS 1 _ � ., / - M :. -7 / ✓ EX. 20 PUE NG 101.96 us , ; . , P-101.72 1 = t .: • , . .. .. .. 101.36 TP � : -100. 4 6881315 : �� 15�;,RE(�R � .- � �' ♦ao/ /. • .. '. .. ..-•.. •. ' . , •. •• . '- ... • - . / I � 7 0 � � �' 3'• . ( ) r ♦ 6x9 MIN. BICYCLE PARKING AREA, ; t " € _ hWOWtl. W w SETB CK ` SEE DETAIL SHEET C3 102.92 Q ' • r 100 0 +� -fir &FIRE LANE I- 77 FRONT SETBACK I + ! { L z ti, r` 02.20 i , = -•7Z SIDE SETBAC < 102.88 -el,/771177) (4 3) f' _' TT /� _354/16 (� � i � ��"•1'•� .. J. • 00.97- P ' r?tttha. «, .:': "" xrv- : ,y y,•}'r:^dir ah..,ep .e r e, F...rE' x -`St; ..: -•15' - / - - ?• T !� � i • a>. ':'S �:1F , "� :zit . d s M{ .. • Ea .. , t / ' WN ,5t t,'�`fit„. .� . at;t=' •� �'- j I I O 01.47=TC �3. °�' , •� :.� .>�•• � K ,. �.. ��,�. �, �, ;/ � � ____ __._ _---_..__ rr � � �t t a'% b �. ai• t �G / 4r Y / -�• _ 4 W �, �/ t/ _ �i :.�. �"P 1.02:2- � V Z Z �1.��� ER � C'//tom/■ W : � W � . fY. � . �- -'v�. s, �t� ter• ,: i ,, � t !. �.. ,�;. .air. W �� . F �. W W RB �_ _ Z 4�fi� ,',3 f / / PROP. " I (( _ . _ . _ . . __ TWO (2) STAIRS W/ 12" TREADS 7.96' t 9.27 4 .; PROPOSED APPROX•' ' r':. . /`,/, . • . . , v (/�.��n.. S CONCRETE PAVE ENT, i _ } REF. GRADI G FOR ELEVATIONS R 102.67 2 058 SQ. FT. BUILDING 4 ` ¢3�i r,r,•r , II �:w'cc� ' .:' PER B -CS UNIFIED DETAIL % I �' U_ u-'• t I � � r � / TC 102.911 u co I ,, �X 01 ( X Z4 _ - P.� s /� - - - _ NERAL SITE NO . f v. z : r, �s GE T .. _ F.F.E. - 103.25 4 r,,,., r ; '[ R :1.02.4 ' a- n: I + n w w TS 10 .17 �'":� _ )� ;� g + ,.. , 5 : ,. ��/. /' O 'm .oi '. TP 101.3 I -{r V J 4 . , , ._ s G // I / r.' f ,f t zx : yr LL �� . + BS 101.67 = .� ��, ; , _ ". , ' - ± .• , t .�.�a�, , P �,.0 :Q �. • a . • ..�.•• �� • :•-.'- (FIELD VERIFY) f� �„ 1) ALL ROOF- AND G UND- OU TED EQUIPMENT SHALL BE SCREENED FROM VIEW OR I LATED SO AS NOT TO BE VISIBLE FROM ANY W ` l : f . I t �•¢ / `.a .�7 .. - - J ki '.(y:(.iM:v+ f � ♦ f y M /: - r �. �, 3 ; • �• ,.fv .� , , � , i .. ;�f PUBLICRIGHT-OF' R ESIID MATCH EX. � f f .��,�,z r •. Ig,S .. _ 1 AY O ENTIAL DISTRICT WITHIN 150 FROM -_ } ./.. r f7' r� • £ d- / ? I) 22.00 18.0i I.i _r. ;: ! ( r TOP OF CURB r ti,� . i f. THE SUBJECT LO S MEASURED FROM A POINT FIVE FEET BO ;:•„ " 100.88 -.TP - --I i -.. f _ �� �• .: �- rr •• .�;_._.'` � GRADE. SUCH SC ENING SHALL BE COORDINATED WITH THE 0 0 r� r •' (PROP. 6 PV - r: �. - 1' BUILDING ARCHITE TUBE AND SCALE TO PROVIDE A UNIFORM �A a� C SS r Y,; f: TP -101.16 I G' sl ir�'i' l '�7 � fro I ` I P= tJ 100. P A .0 VJ t-•• AP V J �' .. APPEARANCE. NCE. _ IN. 2 io SLOPE .,. ;� : ` �:"� : •_': �� . ,r � ,. �.� ;w� c `� •-:� • �••'• FIELD � }} � ,= ` ,. . •� . . : � �a- �, •• i VERIFY _ i 'I r Y. , l ' - 100,25 -TP r --. r �•+ �qn p C 100.51 � r °'; .��. &r. � •: TC'. 1t?2�:8_�•�.'. '•.� .''.. • PR Vf�.E � - - , .G o 4 . ,�-,>,-�: r,g�' r / t • I� 2) THE PROPOSED BU DING WILL NOT HAVE AN INTERNAL SPRINKLER t_I /� 'rP'' 02:3 I SYSTEM. _ / _ _ icy ( tr u� g ,: 'f, J, TP=101.07 = # U) - M {;,� .._n : /,, 100.79 TP _ -- X- st # 3) VEHICLE LAY OF HC E FROM THE PROPOSED BUILDING TO EXISTING f "' W 0 } ': . ,� , �, _ 490 SF ` !� 100.23=TP P=100.4 N FIRE HYDRANTS I AS FOLLOWS SEE T . �-� f`�.o � ,� � a ( INSET THIS SHEET): c k . • _ t � N ISLAND _ ;'f = _ 0 /� N < � V _ -t( 1,'c ,o i` 101,06 TC 100. 1 APPROX. 167.^09 FROM IN. CORNER OF PROPOSED BUILDING TO z. co u? Tp__ 100. I z�-, tr. ._.. :.i..i':r x ., N:_,e ='r, sr _ PROPERTY LINE OF Issue Date: T --100 72 EXIST DRAINAGE � z � AN EXISTING RANT OC I, TED AT THE E = -� i I f. �--- ASHFORD SQL E, BL CK A, LOTS 1 & 2; �ir- �. 'i 4�' i 100.84 T .,� • . 02.7 1 2.65 , APPROX. 194'FF OM S. CC} ER OF PROPOSED BUILDING TO 03/10/09 101. AT ' ' raw ►n EX. 3/4 DOMESTIC WATER METER °'�, { r AN EXISTING RANT OC TED ON THE W. PROPERTY LINE OF z 4- : t o EX. 314" IRRIGATION METER (_ , „� - Y) Project Number: �:� ci,. ASHFORD SQL E BIL CK LOT 8E. 1 iriX, 0 I < �i' ISLAND) / � � � � q, -' O r -PROP. 4" ELECTRICAL f,r 1�' f -" 4) RESIDENTIAL'AUT AT ONTAINER' TYPE TRASH CAN SHALL BE Q$-0482 W rn f a CONDUIT FROM EX. r'f'y� j 1Y PROVIDED FOR SOL D WASTE PCKUP AS UILIZED BY EXISTING, _ o,F ADJACENT BUSINE.. ES' (LOTS 3A & 3B). OCCUPANT SHALL ENSURE Drawn B o pJp U � °- � 3-PHASE BOX PER _- ___._. -- --"--• - .�_..�� a � f c _ - a A '�� o rn c STORED BEHIND BUILDING OUT OF PUBLIC VIEW. y ' Ire. i+l .i�'i2, , t, i « r`A LVE �s M N CSU SPECS &DESIGN. cv , Q r RR.1 _ I I THAT CONTAINER ,qtr �,e ___ W _.__. ____ ,� ._ ;Y� _.__.o kW, '.J ___ __ l+ �, -� . -_ ::;_=;" �_._ __ �. t'7 5) PROJECT BENCHM K: TOP RI OF SANITARY SEWER MANHOLE Q a � h: (-.__..___-_ ,,� - •.�, / F - }Y .l }�-" to 4'i DAL "WATER ! ' APPROX. 1T EAST t F S.PRPE TY CORNER= 100.53 (ASSSUMED). APPROX. LCC. EX. il a � _�� - _._._.-__,�_`�._'-� w (PRIVATE) M f _ -' CNI EX. 3 -PH. OD TA �.-'% y J) ~ ;� 6) SIGNAGE TO BE P I MITTED SEPERATELY PER CITY OF COLLEGE Checked a _.. > I .�.� v) I v X NG=101.00 TC 100.80 - ELECT. TP--100.35� --' I STATION. 1•ee:30 ___ - - 00:_ rte- f� �1 L o MPT -1861--' 7} 100% COVERAGE O GROU DCOVER, DECORATIVE PAVING, 'c'^s I I 100.5.. _ } - - 7 -TP k-. • � N � . �.�:.w:..., � �:---�..���,�•: -� . �•: �• ,:�.;.;�..�.. �:.�..�:-�.:; .�.,•u-:�;,. ;�,- _e•,�,: � :..".� sem, ,ks�.-�::•��,�,;� 900.17 -TP 'iCCLS.�I 'l NE .- X DECORATIVE ROCK OR A PERR�NIAL GRASS IS REQUIRED IN + Revision: Al LINE �,-� TP=100.11 PARKING LOT ISLA S, SW�,LE AND DRAINAGE AREAS, THE t{ _}� --- - S�' - S 4 •. : S s - - SS SS _ S S _ .; >S -_. _ _ c PARKING LOT SETB CK,, RIGHT -OF-WAY, AND ADJACENT PROPERTY /\ E ' 8 SAit!' SWR• ' � DISTURBED DURING CONST' U TION. U 15,13'8) ALL DIMENSIONS A E TO BACK F CURB UNLESS NOTED OTHERWISE. a PROJECT BENCHMARK:58.00' -�,-' 6.5 ' 17.50' / VERIFY N 44 3714 E -1 .1 _ - TOP RIM OF SANITARY " � / SEWER MANHOLE= -'- JAMES T. & PHYLLIS LYNN STUCKEY TCWT ENTERPRISES, LTD. N 100.53 (ASSSUMED) I ROPOSED CONCRETE CURB ESTERHEIM CUSTOM HOMES, LTD. i .'f 240 SOUTHWEST PKWY. 242 SOUTHWEST PARKWAY ;' 244 SOUTHWEST PARKWAY 1 & GUTTER INSTALLED PER I BRYAN -COLLEGE STATION Q ASHFORD SQUARE ASHFORD SQUARE , -�' ASHFORD SQUARE DETAILS &SPECIFICATIONS - I LEGEND Q ., BLOCK D, LOT 8A BLOCK D, LOT 8B : ' BLOCK D, LOT 8C 'I 0.155 Ac. 0.207 Ac. ` EX. FIRE LANE ...P-9:�.�.N-N.a::�;•='...n•, ;_0 197 Ac. 3 �F EXISTING FIRE HYDRANT SA CUT SAWCUT LINE42 1 I .�7 ZONED C-1 W ZONED C-1 - _----�- 7C�NED PROPOSED 5" CONCRETE M,% r:� T,,.�L _ _ - ---� Y'-. Y -= ---- �_ __ __�-- _.__. __._ �__ , - _ PAVEMENT PER CITY OF EJ EXPANSION JOINT, TYPICAL _, _ _.,_ _ ;:i;• i _-._---_:.--•- -, r; ft, \� 0) p W __ _ - COLLEGE STATION STANDARDS SITE PLAN it a: N � D p cv "-� "" XTf' 290.50 I EXISTING GRADES -vas pda�i }jILL LO PROPOSED 4 CONC. WALK o-rF 290.50 PROPOSED GRADES: PER CITY OF li = m STAND RDS TC- TOP OF CURB COLLEGE STATION ¢ TP- TOP OF PAVEMENT TS- TOP OR STAIR { ik ,c f moi,/' I EXIST. WATER LINES BS- BOTTOM OF STAIR j I '1_ ` `, i J ' ,' :; •_.___./ % EXIST. SAN. SEWER LINES i ri EXISTING BUILDINGS, TYP. Sheet: 1 Of 1