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HomeMy WebLinkAboutDrawingsRB do GUTTER UT U I_ 6• /4 BARS O 18. OCEW SITE 3. 3•R MAG KING 7.9.H.2) EBAR ur XCEPT CONU NUWS, CII - y io EXPANSION JOINTS '• `". ..... 548 684/ 544 364 ►Milo FM 2818 368 . LIMESTONE BASE BGRADE s s 1 743 57 /3/383 846%486 769 409 650 70 ASPHALT - — — — COLLEGE STATION In —fin X i n ------ n 3 3 3 gg 71 gF 97 T;tT4 LTfrTfT�l NOTES X-------" X�------X J 4 4 4 45 59 98 = 110 1 EASTER WOOD 1. EXPANSION JOINTS: GO' MAX SPACING AND AT ALL RADIUS POINTS, Pr% AND PC'S 5 209 5 5 46 80 73 gg AIRPORT 2, CONTRACTION JOINTS: 10' MAX SPACING. 6 29 B 47 74 4 8 17 0 60' 120' 61 87 100 112 3 VICINITY MAP 3. THESE ARE CITY MINIMUMS. SEE GEOTECHNICAL REPORT FOR PROJECT RECOMMENDATIONS 7 6 7 48 62 75 88 101 8 113 4 's 4 SCALE- 1• = 1000' PAVEMENT SECTION 8 7 s 49 63 76 89 102 • 114 s ,° 5 vCC C zCC 9 8 ' 9 50 64 77 90 103 7 115 2 14 s TCC osC 10 9 10 51 65 78 91 104 116 ' 's 7 , zC 11 10 11 52 66 79 92 105 8 117 1 2 8 DRIVE1 - --ezC 12 11 12M 53 87 80 93 106 • 118 1, 9 — czC 13 12 I '� 54 88 81 94 107 10 119 10 10 44 A , 2818 4 14 13 13M 55 89 82 95 108 11 120 • 11 15 14 14 56 70 83 96 109 12 121 ° 12 � DRIVE 12, RIGHT IN, RIGHT 'g 15 �g 361 1 361 1 361 1 58 — — OUT WITH CURBED' MEDIAN 17 � . 2 46 444/264 t8 15 WALK WITH TREE (7.9.1.3) 484/ FlRE 3 - ww / 17 HYDRANT 3 2818 18 1s 399 S 4 04.- -- — �� wt 17 39 1 20 21 2324252827 28 29 3031 3233 353s37 38 39 40I1[3 41 42 6v� 19 _ 18 Q 20 FIRE e 21 19 HYDRANT 20 PROPOSED WA°ATER LINE PARKIN �7 `� 23 2t IS D $F/ - e-." _Ur . --Iil ON-SITE PUNS) �/ � + _— 24 22 — —"—XLIT ur U U ��� `_ 25 23 TRE;'" WELL CAL_ ULATIONS : EX ESS SF w — _ 26 24 4 6� 15% — 159' SS a SS �—, 27 26 9 , / 6' EACH = 11.5 = 12 UT - - - - 27 PROPOSED 29 w 8' WATER LINE -p POWER LINE 28 S SS - (ON-SITE PLANS) _ SS --_•._ w _ w 30 TO BE .REMOVED 31 ■29 548 368 2 X 2 43 57 I SS w IN THE FUTURE 32 © 58s/ 300 LAY OF 3 ,r 5 as 71 84 9 I S --w—. --p { 33 4 Icy 4 72 _ 110 I i S— ''w UT 1 2 3 4 5 6 7 8 9 10 11 12 1 14 15 18 17 18 19 20 21 23 24 25 26 27 28 29 30 31 32 33 34 35 406 FIRE HOSE, TYP. )9 �°10 s s ILL 73 • ,,, 2 I SS_ -w T '` 34 a a 81 74 97 100 • 112 • " 3 I I _ "' -ur 35 367/87 7 8 7 62 75 101 • 113 • I ROPOSED _ S _ I Ut W Ut�� 36 0 50' 100' d C�ry� ��/ _ i a 7 'tr a a3 7a a9 102 114 • ' * a ( SANITARY LIN TGMPORf11[1 -S _�_ �� 266/86 1 9 a a 9 64 77 90 103 7 115 i �• a P S) .0 I 0 9 ' PROPOSED DETENTION PON 8- WATER 0 51 65 P91 ,° 2 17 O-NI)8 BIKE PARKING (LOT 1 ONLD >►) 1 11 s3 w ', 12� ao t ( s os • 1 " I' 1 6 X10 1 12 ' `r' , s~ as 81 94 107 t° 119 : 1 I I y 5,p PROPOSED ARY \\W 13 M 13■ a5 82 95 , 120 • I I c ' LIFT STATI JQ DUMPSTER GR „A" 1a 0 14 t u a6 83 9a 2 I I do e (OFF-SITE LANS) t.1 18 12'02' CLEAR ,a r. 17 W/ 6' CMU WALL — �. ,8 I I 17 G` ME>r h► .aw _ r� ~.-• '7t 9`8 ' Ellii9l�ie�xT,+t-i�., 1 ■ • PARKING1 • t Y i� + „NNECTION ROPOSED PUNDERGROUND POWER LINE FUTUREDETENTION )IFF—SITE PLANS) POND (ENTIRE FUTURE POWER LINE �i� a�:�--=•-=—=--- I ��?'°�� - _ _ ��'� : � . 1 -�y� `� �� Ste: EMI1 1 1 1 FlA INTERIOR ISLAND PARKING ANALYSIS (7.2.E): REQUIRED: TOTAL INTERIOR PARKING = 186 186 @ 180 SF PER 15 INTERIOR SPACES ............. 21232 PROPOSED: ISLAND ADDITIONAL SIZE (IN ADDITION TO 120 SPACE 7.9.H REQUIREMENT).... 4,003 7120 SPACE PARKING ANALYSIS (7.9.H.2): REQUIRED: PARKING AREA A = 133 SPACES 120 SPACES @ 1800 SF ............................ 1,800 13 SPACES @ 15 SF EACH........................... 195 TOTAL ...................................•.... 1,995 PROPOSED: CONCEPT 3, 100' MAX FROM ROW END ISLAND ADDITIONAL SIZE... ................... 2,112 NOTES: 1. City of College Station, Joseph E. Scott League, A-50 Brazos County, Texas. 2. Zoned C-1 for General Commercial and C-2 for Commercial Industrial. 3. All proposed signs will be reviewed and permitted separately. 4. Flood Hazard Statement: According to the Flood Insurance Rate Map compiled by the FEDERAL EMERGENCY MANAGEMENT AGENCY FOR the National Flood Insurance Program, Community Panel No. 48041CO143 C, Brazos County, Texas dated July 2, 1992, it appears that this property does not fall within the 100 Year Flood Hazard Boundary. 5. All roof and ground mounted mechanical equipment shall be screened from view or isolated so as not to be visible from any public right of way or residential district within 150' of the subject lot measured from a point five feet above grade. Screening shall be coordinated with the building architecture and scale to maintain a unified appearance. 6. An irrigation plan will be approved prior to C.O. It will include a pressure vacuum breaker or RPZ backflow preventer installed and tested per city ordinance 2394. 7. Compliance with 7.9.0 and I will not affect the site plan. These requirements will be met with awnings, stone waynsecoat, wall pop—ups, parapet articulations, color, heavy texture, or other approved methods. 8. Lot 1 construction also includes the detention facility on lots 2 and 3, and the private drive on lots 2, 3 and 4. PARKING ANALYSIS (7.2.H): REQUIRED: 56,000 SF FLEX SPACE (OFFICE/WAREHOUSE) 56,000 @ 250 SF (ASSUMES ALL OFFICE)............ 224 PROPOSED: SPACES IN C-2 ZONE .............. 201 SPACES IN C-1 ZONE .............. 19 SPACES IN MIXED C -2/C-1 ZONE.... 14 TOTAL ......................... 234 HANDICAP PARKING ANALYSIS (TAS): REQUIRED: HANDICAP SPACES (201-300) .......... 7 VAN ACCESSIBLE (1 PER 8) ........... 1 PROPOSED: HANDICAP SPACES ................... 7 VAN ACCESSIBLE .................... 4 REMOVE r�33S ' EXISTING DRIVE \ i _ P —P P w, - jc 01OMPLeo t AUG 10 2007 t} COLLEGE STATION 5 ENGINEERING 11.635 TOTAL ACRES / 4.655 ACRES IN LOT 1 )8/22/2006: ORIGINAL PROPERTY OWNER / DEVELOPER: )ESIGN, CITY APPROVED""' SITE PLAN TITAN VALLEY PARK, LIMITED PARTNERSHIP C/O SOUTHCORP REALTY ADVISORS, INC. )P#05-00100036 A NEW MEXICO LIMITED PARTNERSHIP 3401 ALLEN PARKWAY, SUITE 200 HOUSTON, TEXAS 77019 )6/292007: REVISION BY: TITAN DEVELOPMENT OF TEXAS, LLC, f0 SHOW TEMPORARY A NEW MEXICO LIMITED LIABILITY COMPANY, PHONE: 713-960-1880 )ETENTION POND AS GENERAL PARTNER ,= ��P�E•oF TF�,�sl++ P Pledger . Kalkome Inc. g Y� * STEVE -E DUNCA' * �; Consultin gEngineers .... ...•••• 83252 � j 00 ,�1��.�'•�!�ENs��'���rr THIS SEAL WAS 7020 Coyote Run • Bryan, Texas 77808 Ilk _. AUTHORIZED BY 979-731-8000 • 979-731-1500 (Fax) STEVE E. DUNCAN 1 WWVU engmeering.com o P.E. $3252 •^��,.,,-.e„�a , ... Design: CAD: Job No: Drawing No: ON 07/24/2007 .Brenham SED BSS 51905-231 C1 of 5 COMPLIANCE, AUG 1 0 2007 DEVELOPMENT SERiiaOES 0 EM 1i UT ri t GUTTER 9t I KNG 7.9.H.2) b• 714 BARS a 18' CC -Bq._ SITE 3• 3•RLOCUION ' 714 BAR CORMAJOLS Ii. - EXC43�`r TRW54g 54/ —'— LL- EXPANSIO14,100 C-368 544/.6 s - -1431383 650/4'70 FM 846/486 281$ SUBGRADE W------ IX�ST�NO 18• WATER UNE 76q 40 LIrESTOiiE BASE - _ _ w ---- 2 2 S7 W--_.. 3 3 i I C .f 58 _ eSPHA.LT ROW --- -- -1(1--- -- 4 L_ E 45 71 g4 97 . 11 _ _Ln X�_-------X $ 4. 1 - — — -' COU.EGE STA -555 NOTES.' X-"�"�-x x-- d9 5 2Oa/ 5 j i i_, 5 46 gQ 73 Be 4 EASTERWOOD I. EXPANSION JOINTS, ��o' MAX SPACINZ AND AT ALL RADIUS POINTS, PTS, Arra Pcs - I __. _ _ " g 24 : _. a 47 61 74 87 100 112 N L I AIRPORT 2,TRA,c,7oN .JOINTS, Io' MAX SPACING. 7 gp' 20' 0 1 7 6 '� 62 75 10 ° 113 4 //�� N MAP 3. THESE ARE CITY MIN ".4-S. SEE GEOTEGMICAL REPORT FOR PROJECT RE0ONR�ATiON5. —�— ----__ 8 , 7 I i. 8 49 83 78 89 102 ° 114 3 16 5 VICINITY 1 `� --- i '4 --:� 8 D 50 77 gp 103 1 15 = 6 PAVEMENT 5EGTION 9 �� �s _ j -- - - -- 51 78 104 116 ° 7 SCALE: LE: I • = 1000' _-- zss I 10 9 72 i 64 ``.__ - j 10 g5 91 - iss -os� i - --- — -- 11 1p I # 11 52 gg 79 92 105 ° 117 8 12 11 _. ' j 12® 53 67 80 93 106 118 t7 9 - -- - -- - - -- 7° 1 10 10 13 12 i O 54 88 81 94 107 19 DRIVE 11 13 13 55 82 95 108 120 9 - a 14 89 ii _i 14 14 56 70 83 96 109 u 121 ° 12 15 �A A n w \� tsI t5 �,,_ 361/1 361/1 361/1 58/ 11 ! �(I HOSE,FIRE 'i51 i ® 0 TO ill 1 Z I --� Ii 1 il■ !li DUMPSTER .� 2'02' CLEAR I._ TRANSFORMER] I DUMPSTER "B" 8 BIKE PARKING PARKING 12'x12' CLEAR (6'X10') W/ 6' CMU WALL j ■ INTERIOR ISLAND PARKING. ANALYSIS (7.2.E): -REQUIRED: TOTAL INTERIOR PARKING = 186 186 @ 180 SF PER 15 INTERIOR SPACES............. 21232 PROPOSED: ISLAND ADDITIONAL SIZE j (IN ADDITION TO 120 SPACE 7.9.H REQUIREMENT).... 4,003 I ?120 SPACE PARKING ANALYSIS (7.9.$.2): REQUIRED: PARKING .AREA A = 133`; SPACES ; 120 SPACES @ 1800 SF ............................ 1,800 13 SPACES @ 15 SF EACH ......................... 195 TOTAL .............. 1,995 PROPOSED: CONCEPT 3, 100' MAX FROM ROW END ISLAND ADDITIONAL SIZE ...................... 2,112 NOTES: I. city of College Station, Joseph E. Scott League, A-50 Brazos County, Texas. 2. Zoned G -i for General Commercial and 0-2 for Commercial Industrial. 3. All proposed signs will be reviewed and permitted separately. 4. Flood Hazard Statement: According to the Flood Insurance Rate Map complied by the FEDERAL EMERGENCY MANAGEMENT AGENGY FOR the National Flood Insurance Program, Community Panel No. 4804160143 G, Brazos County, Texas dated July 2, 1442, it appears that this property does not fall within the 100 Year Flood Hazard Boundary. 5. All roof and ground mounted mechanical equipment shall be screened from view or isolated so as not to be visible from any public right of way or residential district within 150' of the subject lot measured from a point five feet above grade. Screening shall be coordinated with the building architecture and scale to maintain a unified appearance. 6. An irrigation plan will be approved prior to G.O. it will include a pressure vacuum breaker or RPZ backflow preventer installed and tested per city ordinance 2344. I. Compliance with 7.4.6 and I will not affect the site plan. These requirements will be met with awnings, stone waynsecoat, wall pop -ups, parapet articulations, color, heavy texture, or other approved methods. 8. Lot i construction also includes the detention facility on lots 2 and 3, and the private drive on lots 2, 3 and 4. PARKING ANALYSIS (7.2.H): _ `'��� OF rf l X�sj �� ,: STEVE E. DUNCAN / ..... 83252 REQUIRED: 56,000 SF FLEX SPACE (OFFICE/WAREHOUSE) 56,000 @ 250 SF (ASSUMES ALL OFFICE)............ 224 PROPOSED: SPACES IN C-2 ZONE .............. 201 SPACES IN C-1 ZONE .............. 19 SPACES IN MIXED C -2/G-1 ZONE.... 14 TOTAL ......................... 234 HANDICAP PARKING ANALYSIS (TAS): REQUIRED: HANDICAP SPACES (201-300) .......... 7 VAN ACCESSIBLE (1 PER 8) ........... 1 PROPOSED: HANDICAP SPACES ................... 7 VAN ACCESSIBLE .................... 4 . P .. 'IEWE.C3 FOPA- .P COMPLIANCE SEP 2 2 2006 COLLEGE STATI DEVf LaP�iT SE'IiiGES 11.635 TOTAL ACRES / 4.655 ACRES IN LOT 1 PROPERTY OWNER / DEVELOPERI: TITAN VALLEY -PARK, LIMITED PARTNERSHIP C/O SOUTHCORP REALTY ADVISORS, INC. ANEW MEXICO LIMITED PARTNERSHIP 3401 ALLEN PARKWAY, SUITE 200 HOUSTON, TEXAS 77019 BY: TITAN DEVc_LOPMENT OF TEXAS, LLC, ANEW MEXICO LIMITED LIABILITY COMPANY, PHONE: 713-960-1880 ; AS GENERAL PARTNER •le Pledger Ka:l.lcorney, Inc. K Consulting Engineers THIS SEAL WAS 7020 Coyote Run •Bryan, Texas 77808 AurttoRizED BY 979-731-8000 • 979-731-1500 (Fax) STEVE E DUNCAN, www.pkenl!ineering.com P.E. 83252 P ON Q8/22/2006 Brenham • Br t a:n • Rosenber g Valley Fork Center .� Lot I . City Site Plan Design: CAD: Job No: Drawing No: SED B55 51905-231 GI of 5 D anning I -,:- fl ---------- U_ W SS Fu W, no STREETSCAPE ANALYSIS (7.5.D): REQUIRED.: 507;22' FRONTAGE-(DRIVES,VISIBILITY,ETC) = 360' FM. 360' FRONTAGE @ 1 CANOPY TREE / 25'...........:.. 142818r+ PROPOSED*: CANOPY TREES............ ....... ......... 14 LANDSCAPE ANALYSIS (7.5.C): 0 30' (0' REQUIRED: LOT 1 = 4.655 ACRES = 202,772 SF SITE AREA 202,772 SF @ 30 PTS / 1,000 SF ................ 6,083 DOUBLE POINTS FOR OVER 50,000 SF (7.9.I.3).... 6,083 "t....''-'._..� 360' FRONTAGE @ 300 PTS/50' (7.5.D.3) ......... 2,160 TOTAL........ ................... . 14,326 i 1 f '••!t•. ..'1,.. .,Yn ..:,f j ':.i .a1:.:' '•i,, iR� '.�-:r� T":Ji!;i.!�-+���1"•,-•- -- •fi .f-�• �f. 1 �J - w• f• f f •."4 } ,M! ::}. �!{•-'•`:�-•..•-. i.(•1 f�. �•"��.-1.•�.::'H. +,��� :•� tom_ v2•` - IL . - _ 7 _0. -- I • 1 ftp + I • BED PREPARATION - PARKING LOT: ' N SPRAY FLUOZIFOP P -BUTYL FOREXISTING VEG REMOVALBED O PR ARATION -TREE WELL m 0 :SPREAD Ais E ® 4 LBS / 1 SQ FT -- SAM AS PARKING LOT B S PLUS: n N 1 1 TOPSOIL/COMPOST ' C 1 1 ' c -4 a SH EDDED HARDWOOD ULCH, 18" RADIUS . • SPREAD Al E 0 2 LBS / 1000 SQ FT • 4" DEC MPOSED GRANITE ULCH REST OF WE PLANT WITH- ROOT -LEVEL 1" -BELOW-GRAD HADD-- Aii+IP 0 1%2" -BELS V CONCRETE I • BULL ROCK MULCH (3"+ RIVERROCK) 4" TO 6" THICK BLDG AB STREETSCAPE ANALYSIS (7.5.D): REQUIRED.: 507;22' FRONTAGE-(DRIVES,VISIBILITY,ETC) = 360' FM. 360' FRONTAGE @ 1 CANOPY TREE / 25'...........:.. 142818r+ PROPOSED*: CANOPY TREES............ ....... ......... 14 LANDSCAPE ANALYSIS (7.5.C): 0 30' (0' REQUIRED: LOT 1 = 4.655 ACRES = 202,772 SF SITE AREA 202,772 SF @ 30 PTS / 1,000 SF ................ 6,083 DOUBLE POINTS FOR OVER 50,000 SF (7.9.I.3).... 6,083 "t....''-'._..� 360' FRONTAGE @ 300 PTS/50' (7.5.D.3) ......... 2,160 TOTAL........ ................... . 14,326 i 1 f '••!t•. ..'1,.. .,Yn ..:,f j ':.i .a1:.:' '•i,, iR� '.�-:r� T":Ji!;i.!�-+���1"•,-•- -- •fi .f-�• �f. 0 n. 1 - IL -- I • BED PREPARATION - PARKING LOT: ' N SPRAY FLUOZIFOP P -BUTYL FOREXISTING VEG REMOVALBED O PR ARATION -TREE WELL m 0 :SPREAD Ais E ® 4 LBS / 1 SQ FT -- SAM AS PARKING LOT B S PLUS: n N • 4" TO 6" 1: 1 TOPSOIL/COMPOST MIX IN BED ' c -4 a SH EDDED HARDWOOD ULCH, 18" RADIUS . • SPREAD Al E 0 2 LBS / 1000 SQ FT • 4" DEC MPOSED GRANITE ULCH REST OF WE PLANT WITH- ROOT -LEVEL 1" -BELOW-GRAD HADD-- Aii+IP 0 1%2" -BELS V CONCRETE I • BULL ROCK MULCH (3"+ RIVERROCK) 4" TO 6" THICK - PLACE LARGER ROCK AT CORI IERS NEAR TRAFFIC, • COORDINAIE WITH SPRINKLER iEAD PLACEMENT a ® c. 0 l ,0.: f. '.` h-.!.'` j'fw •.-.'r-i..;i+••.: }. ''- .--1`f:`-t! •v-':: •4...,_t, i 47,... •.'ri= -'r'1 -'r o • ° y, WI aTT t t — - T-----_--�-S �T- O — - - -o 0 n. 1 - IL fr 0 O N O m 0 0 N N n N n ' c co Q5/05/06 Original design Q5/30/07 Revised landscape design 1 I Wftft I� y i •,r'>,'f� qua PROPOSED* (INCLUDES STREETSCAPE): CANOPY TREE, 3.5" DIA @ 300 POINTS, 40 ....... 12, 000 NON-CANOPY TREE, 1.25" DIA @ 40 POINTS, 37 ... 1,480 SHRUB, � GAL, @ 10 POINTS, 270 2,700 SHRUB, 1 GAL, @1 POINT, 258 258 TOTAL ................. 16,438 LANDSCAPING LEGEND: CANOPY TREE, 3.5", DIA: . - WATER OAK (QUERCUS NIGRA) _ W W �+.► '_ + - CHINESE ELM (ULMUS PARVIFOLIA SEMPERVIRENS) - WILLOW OAK (QUERCUS PHELLOW) - CHINESE PISTACHE (PISTACIA CHINENSIS) S S NON -CANOPY TREE, 1.25" DIA: - CREPE MYRTLE {LAGERSTROEMIA INDICA) - BRADFORD PEAR (PYRUS SPECIES) ® SHRUB, 5 GALLON: - HOLLY, "MARY NELL" (LLEX SP.) - VARIAGATED PITTOSPORUM (PITTOSPORUM TOBIRA) ® - NANDINA "COMPACTA" (NANDINA DOMESTICA) Q - INDIAN HAWTHORNE "SNOW" (RAPHIOLEPIS INDICA) r .r z 5 .. VARIAG ATED GINGER ALPINA SP. SHRUB, 1 GALLON: - KNOCKOUT ROSE (ROSA SP.) O - SPECKLED TOAD -LILY (TRYCYRTIS SP:) o - DAYLILY (HEMEROCALLIS SP.) - HOLLY FERN (CYRTOMIUM FALCATUM) NOTES: 1. *Proposed landscaping is subject to change based on the needs of the site. Final Landscaping Plan must meet the requirements as outlined in Section 7.5 of the City of College Station Unified Development , Ordinance. 2. Landscaping for lots 2-4 will be demonstrated with their respective=site plans.• 3. 100% coverage of ground cover, decorative paving, decorative rock, or perennial grass is required in parking lot islands, swales, and drainage areas, the parking lot setback, rights-of-way, and adjacent property disturbed during construction. 11.635 TOTAL ACRES / 4.655 ACRES IN LOT 1 PROPERTY OWNER / DEVELOPER: TITAN VALLEY PARK, LIMITED PARTNERSHIP C/O SOUTHCORP REALTY ADVISORS INC. A NEW MEXICO LIMITED PARTNERSHIP 3401 ALLEN PARKWAY, SUITE 200 HOUSTON, TEXAS 77019 BY: TITAN DEVELOPMENT OF TEXAS, LLC, A NEW MEXICO LIMITED LIABILITY COMPANY, PHONE: 713-960-1880 AS GENERAL PARTNER + eyPark CenterP Pledgerey, Inc. Lot I • • •..EVE E. DUNCAN ': Consulting Engineers e, • • •:.... es252.... ... % Landscaping Plan 'O ' �•� % THIS SEAL WAS 7020 Coyote Run Bryan, Texas 77808 ��!'o '• E ���% AUTHORIZED BY 979-731-8000 • 979-731-1500 (Fax) 1 F STEVE E. DUNCAN, www•pkengineering-.com �w1V� P.E. 83252 Design: CAD: lob No: Drawing No: ON 05/30/2007 Brenham • BYy - 5ED B55 51go5-231 LI of I COMPLIANCE D:5- "L1�1 JUN 1 2 2007 I n OLLE DEVELOPMENT SEWICES p14 H�av3s3a 66 i• '61+ y54 + b +1 SSS p +SSC 1 S +.�yS `C � b + `SS + qq S4 0C 1 � + `t \ + L6' + / poi 'L Ida EZ:6Z:Z SOOZ/OZ/6 v6P-.VOZ-Eby/uocaeA496attoJ/-'• v tit + ti4 0 + + tiC 182 'W •j .154 0 + p5C e i + + 41.0 0�t .01C 1t 4 _ + ��^`+ 0614 ( ��� 661,4 t • 61G' 4 V SITE > 120 SPACE PARKING 594/414 239 w 143/383 _ FM 281$ _ � �,3 :. ' Ezsmlc ,e' nurEa twE x , ' -u } s> 846/466 169/409 566 w ca,cccrtS.- aow If, CURB AND GUTTER DETAIL — - " �`� -- —� y y+ 0 • ' hEASTEAIRRVPORT100D.° _ s - a a •> n, >• e� ,m ''-'rix ' • s II P — o Eo• uo• > ---- ----- y a: ea VICINITY MA SCALE: I' • ILL^O' _ -'___.«< _ _ �• .. _.._-_.._ • e +® so 67 im DRIVE 11 7: FM 28 7 811 69 ax 95 ,Oa " n10 ' 1. 1. DRWE /2, RIGHT IN, RIGHT g \\ a " a 401/41 407/41 401/41 i 166/6 ��`--- OUT WtIH CURBED MEDIAN --.—� - -- x i 16 0 © 418/ 15' WALK WITH LANDSCAPE WELLS ( 9.1.4) ® t \\. 238 --321/ FIRE FFR 300' LAY OF -- _ I. t / �M �8 x° 1az. z z ® xN+ so s, ax ss s. ss sa s> ae »�.o ., -' 41 HYDRANT T FIRE HOSE, TYP. _ - - fl `a i 2 , N - 2 / _4 :z y FIRE - ---- - - - �. ; a HYDRANT PARKING - i _ � � � u EXCESS SF/ ° TYP v P.U.E. - i \ > x —...-� LF 2-1 L7 _37 27 z ui _ u e°annc v POWER LINE y, xe I 433% iI L U) w w S' P LLE — — — - 7 _ ' f ��o�''-�� �'a _� a z 0 wb TO BE REMOVED y ®" �- 1M ¢ (5 -. N 1, _ _ _--.�s'— _ IN THE FUTURE x. ' - _ _ _ 20C' m U 0 cci Q v 5 y �--- ' ..., 31 / ,- I I 10' .io.lr n eit°'"c --•••n. SS SS -'r_-P '� i' s . s a > e n , ,• ,s , » ,e ,a m x, n xs x. n xn x> xe xs x s, .0 ss s..n >, s F Safi Z •GESS • sa B' r cV , 1 N Esus I S�� T Sx 41: N M M O i r^ :,,> • I-`. I I („-•~'_' S_ _ „r_ y 505 0 50' 700• .�, 184!4 _ n w » • , � ° PaGO'SwPO''lwif Sa,IR til! '-`•^.G Ls,�' _`..• ."� �L. � T� FFF""" NN -'�''-••---.�'� N `b >3 p . V S ' fP�9rtC�n.ww�, 3�9�.� �1�, W -�- '> u PROPOSED BLDG 'Ai0 r'_ 1 BLDG A- DUMPSTER a M/wA % 0 ( I I d !0,006 SF TOTAL I e sI w Ir L 0 ! ./.../ ._70' P.U.C. FIREI 2.7%19/-0 " v n nam 1 TRANSFORMER -- I DEPARTMENT \ �. I, CONNECTION x' G` I I - neraveo PARKING 1;PROPOSED BLDG ' 4 FIRE m i� / v G / ta! 20' P.0 E \ �DRNE v m - h ...•-:. r V OFFlCE/MAREHOUSE F% _ +x. -v RANT DEjE tON -- ------�F. s_3tS.00 ---- I I p' >• e e A HE)GHT . 27• L-,Its..z / OND i .� x'33 FUTURE n i 21.000 SF Tot \ \ c.,as POWER UNE e• i ~�cEss' _ CLEAR ZONE E OKE ENT in 1.07 N I - - - - - alNt REsr! Ism N 3.. �I%ntdNd IIN _• — B,MnG UKUm ^-°. r.G°^"�'ir�• �• CURB k WHEEL STOPS FUTURE _ i`-�— ` REMOVE GUTTER, TYP. - 9 (STING DRIVE WITH 15 REBAR POWER .LINE TRANSFORMER ��-- TEXAS`A& 689���YSTEM • .\. _ I _ B BIKE PARKING ZONED A-0 -P, M BLDG B DUMPSTER 1 LP P P 3 P F P P o PARKING (6 X 0) .1066 /602 ui 115'XI2'X6* CMU / (NOT �L ATTED vx ni INTERIOR ISLAND PARKING ANALYSIS (7.2.£): REQUIRED: TOTAL INTERIOR PARKING = 187 .187 @ 180 SF PER 15 INTERIOR SPACES ............. 2,244 PROPOSED: ISLn.ND ADDITIONAL SIZE (IN P.DDITION TO 120 SPACE 7.9,H REQUIREMENT).... 3,094 >120 SPACE PARKING ANALYSIS (7.9.H.2): REQUIRED: PARKING AREA A = 133 SPACES 120 SPACES @ 1800 SF ............................ 1,800 13 SPACES @ 15 SF EACH ......................:.. 195 TOTAL ........................................ 1,995 PROPOSED: CONCEPT 3, 100• MAX FROM ROW END ISLAND ADDITIONAL SIZE ...................... 2,098 I. City of College Station, Joseph E. Scott League, A-50 Brazos County. Texas. 2. Zoned C -I For General Carlmeraiol and C-2 For Conmereiol indvtrbl. 3. .All proposed signs will be reviewed Ord permitted separately. 4. Flood Hazard Statement: According to the Flood Imworce Rote Mop compiled by the FEDERAL EHERGENCY MANAGEMENT AGENCY FOR the National Flood Insurance P -groin, Con nlW Pmol No. 4804100143 C . Brazos County, Texas doted .bly 2, 1992, It appears that this property does not foil within U,e 100 Year Flood Hazard 130 , .y. 5. All roof and gravid maimed mechalk:ol egvipment shall be screened From view or isolated so as rot to be visible From ors public right of wog or residential district within 150' of the subtlest lot measu-ed from o point Five feet above grade. Screening shall be coordinated with the wilding archltecttre and scale to maintain o Unified opperraxe. 6. An Irrigation plan will be approved prior to Co. H will Include a pressure vacwn breaker or RPZ backflow preventer Installed and tested per city ordIna d 2394. T C 91lonce with 7AL and I will not orVact Nile site plan. These eqlra-nts will be met with awnings. stone woys..00t, wall pop -ups, parapet arNculotions, color, heavy texture• or other approved methods. 8. Lot I corl•trUctlon also bxkxla& the datentbn Facility on lots 2 and 3, aid the "Oto drive On, lots 2, 3 and 4. PARKING ANALYSIS (7.2.H): REQUIRED: 51,000 SF FLEX SPACE (OFFICE/WAREHOUSE) 51,000 @ 250 SF (ASSUMES ALL OFFICE)............ 204 PROPOSED: SPACES IN C-2 ZONE .............. 204 SPACES IN C-1 ZONE .............. 19 SPACES IN MIXED C -2/C-1 ZONE.... 14 TOTAL ......................... 237 (201-300 SPACES = 7 HANDICAP) 11.635 TOTAL ACRES / 4.655 ACRES IN LOT 1 PROPERTY OWNER/ DEVELOPER: TITAN VALLEY PARK, LIMITED PARTNERSHIP C/O SOUTHCORP REALTY ADVISORS. INC. A NEW MEXICO LIMITED PARTNERSHIP 3401 ALLEN PARKWAY, SUITE 200 HOUSTON, TEXAS 77019 BY: TITAN DEVELOPMENT OF TEXAS, LLC, A NEW MEXICO LIMITED LIABILITY COMPANY, PHONE: 713-960-1880 0jr '(4-1 AS GENERAL PARTNER t THIS DRAWING IS REL Valley Pork Center SIT FORTlIEPURI #3 p Pledger Kalkomey, Inc. E RNgot I \ 1TH3v2 K Consulting Engineers UNDER THE DU CAN,AUTP.E.ORITT OF Clty Site Pion STEVE E DUNCAN, P.p]St. 7020 Coyote Run Bryan, Texas 77808 rr Ie NOT TO BE USED FOR 979-731-8000 • 979-731-1500(Fm) COPERR90OR Bvm w.pkengineeng.comTRBrenham • Brvan - Rosenberg ,w SED BSS 51905-231 b I of 5 MEDIAN LANDSCAPING PER TXDOT APPROVAL, NOTINCLUDED IN POINT TOTALS. I . 15 _ Coo ®00 .O ) la! � x BtQG`A" I OHO ® + o 091 TEXAS A&M UNIVERSITY SYSTEM " 6.89 ACRES ZONED A -O 1066/602 (NOT PLATTED) PO -MM FM 2818 0 30' E0' — w X `�-w _ STREETSCAPE ANALYSIS (7.5.D): REQUIRED: 507.22' FRONTAGE -(DRIVES, VISIBILITY, ETC) = 360' 360' FRONTAGE @ 1 CANOPY TREE / 25' .............. 14 PROPOSED': CANOPY TREES ..................................... 14 LANDSCAPE ANALYSIS (7.5.C): REQUIRED: LOT 1 = 4.655 ACRES = 202,772 SF SITE AREA. 202,772 SF @ 30 PTS 1,000 SF ................ 6,0'3 DOUBLE POINTS FOR OVER 50,000 SF (7.9.I.3).... 6,083 360' FRONTAGE @ 300 PTS/50' (7.5.D.3)......... 2,3,60 TOTAL ....................................... 14,326 PROPOSED` (INCLUDES STREETSCAPE): CA31ICPY TREE, 3.5" DIA @ 300 POINTS, 38 ....... 11 'GO CANOPY TP=E, 2.1" DIA @ 150 POINTS, 13 ....... 1,950 PION-CAINTCPY TREE, 1.25" DIA @ 40 POINTS, 14 ... Sc'0 SHRUB, 5 GAL, @ 10 POINTS, 300 ............... 3,000 TOTAL ......................................... 16,910 LANDSCAPING LEGEND. 0CANOPY TREE, 3.5" DIA: - WATER OAK (QUERCUS NIGRA) - CHINESE ELM (ULMUS PARUIFOLIA. SEMPERVIRENS). - WILLOW OAK (QUIRCUS-PHELLOW) - CHINESE PISTACHE (PISTACIA CHINENSIS) 0 CANOPY TREE, 2.1" DIA: CHINESE PISTACHE (PISTACIA. CHINENSIS) - CAROLINA CHERRY LAUREL (PRUNUS CAROLINIA.*:A) NON -CANOPY TREE, 1.25" DIA: - CREPE MYRTLE (LAGERSTROEMIA INDICA) - BRADFORD PEAR (PYRUS SPECIES) SHRUB, 5 GALLON: ® - SEA GREEN JUNIPER (JUNIPERUS CHINENSIS) Q - TEXAS SAGE (LEUCOPHYLLUM FRUTESCENS) O - DWARF YOUPON (ILEX VOMITIRIA 'NANA') ® - DWARF JUNIPER (JUNIPERUS SPECIES) ® - AGAVE (AGAVE SPECIES) NOTES:' 1. 'Proposed landscaping is subject to change based on the needs of the site. Final Landscaping Plan must meet the requirements as outlined in Section 1.5 of the City of College Station Unified Development Ordinance. 5-� 2. Landscaping for lots 2-4 will be demonstrated with -fes their respective site plans. 3. 1008 coverage of ground cover, decorative paving, / decorative rock, or perennial grass is required in CD parking lot islands, swales, and drainage areas, y the parking lot setback, rights-of-way, and adjacent property disturbed during construction. 11.635 TOTAL ACRES / 4.655 ACRES IN LOT 1 — PROPERTY OWNER/DEVELOPER: TITAN VALLEY PARK, LIMITED PARTNERSHIP C/O SOUTHCORP REALTY ADVISORS. INC. A NEW MEXICO LIMITED PARTNERSHIP 3401 ALLEN PARKWAY, SUITE 200 HOUSTON, TEXAS 77019 BY: TITAN DEVELOPMENT OF TEXAS, LLC, A NEW MEXICO LIMITED LIABILITY COMPANY, PHONE: 713.960-1880 AS GENERAL PARTNER THIS FOR THE WIN P pledger Kalkomey, Inc. Volley Park Center FOR THE PURPoSE OF: Lot ( SITE REVIEW #3 10/31/2005 KConsulting Engineers UNDEATHEAUn10RMYOF Lond5Gopinq Pion STEVE E.OU —P.P,— 7020 Coyote Rm • Bryan, Texas 77808 R ID NOT TO BE USED FOR 979-731-8000 - 979-731-1500(Fm) "T", BIDDING, on www.pkengineeringxom PERYITTW0PU"0SE5. Brenham Bryan Rosenberg _`"5e, B55 51A05-231 2 of 5 0 0 N Q MATCH EXISTING 1. THE CONTRACTOR SHALL COMPLETE ALL EXCAVATION ACTIVITIES TO THE LINES AND GRADES SHOWN BY THIS. ELEVATIONS PLAN. UNIFORM SMOOTH GRADING OF ALL AREA SHALL BE ACCOMPLISHED. THE FINISHED SURFACE SHALL +� F Q BE REASONABLY SMOOTH AND FREE FROM IRREGULAR SURFACE CHANGES. -- , (� •- - �' 18 MATCH EXISTING 2. THE TOTAL AREA OF THE SITE SHALL HAVE EXISTING VEGETATION AND TOPSOIL REMOVED AND STORED - = — ELEVATIONS ON-SITE FOR LATER USE IN PROVIDING FINAL COVER. 3. UPON COMPLETION OF FINAL GRADE, THE CONTRACTOR SHALL PROVIDE SEEDING AND FERTILIZER FOR ALL —7— DISTURBED AREAS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EROSION AND REPLANTING UNTIL A COVERED STAND IS OBTAINED. 0 40' DO, — S 4. ALL HANDICAP PARKING AREAS SHALL HAVE A 27 (1:50) MAX SLOPE IN ALL DIRECTIONS. ACCESSIBLE CULVERT PER TXDOT + , `y ROUTES SHALL HAVE A 5% (1:20) MAXIMUM RUNNING SLOPE AND A 2% (1:50) MAXIMUM CROSS SLOPE. REQUIREMENTS �, - CURB RAMPS SHALL HAVE 8.3% (1:12) MAXIMUM RUNNING SLOPE AND A 2% (1:50) MAXIMUM CROSS SLOPE AND BE SCORED AND DYED. 5. THE CONTRACTOR SHALL COMPLY WITH THE EPA STORM WATER DISCHARGE PROGRAM AND IS RESPONSIBLE -' CULVERT PER TX00T FOR PREPARATION AND FILING OF ANY REQUIRED FORMS. A NOTICE OF INTENT SHALL BE FILED WITH TCEO REQUIREMENTS PRIOR TO BEGINNING CONSTRUCTION. 6. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN A STABILIZED EXIT FOR ALL CONSTRUCTION TRAFFIC. ----- T^ 7. ALL WORK SHALL COMPLY WITH C'.Y OF COLLEGE SiAT10N STANpAROS. �^ I eo - "---_•. _ —.�..'.•..t��. ` : JTZ . _ .� _ � - • !- . � —� —� + \ FILTER FABRIC FENCE FF - ' 5' CURB CUT _- x fy)"^ 3' CONCRETE DRAINWAY -•-�.. '�-•—._ —I _—.�- - -- --'-- PROPOSED i DETENTION PO ND i 4 ts � �Y BUILDING 'A' •-(� a F.F. , 344.00 ��/ 5' CURB CUT / �, ... •; i '' 3' HIGH MW �r-�>'•,"'�' ' �'.., •` \� Q BERM FOR'+ �} J -,-�� -Q--i :... SCREENING 50' X THEN WEIR \ / — I ` FO RFLQW 2 --- BuaoiNc 'e' F.F. =343.00 I I SZ PROVIDE Pf A gAC�S. :. - '- < GRAVEL 1 ' y , AT PROPO D INLET FOR EROSION +n CONTROL - _ 1,. — — — — — - —+ — — — — — .,•° \� JJs 34 SYa —__ �A 342 41 t J 340 , cry------ /__----- Co - CURB INLET 24' STORM FILTER FABRIC 12OUTLET STRUCTURE ' STORM DRAIN/ n• I DRAIN FENCE w - 5' CURB CUT — I_IIIIIINEW,— 11 r CULVERT PER TXDOT `\, MATCH EXISTING 11.635 TOTAL ACRES / 4.655 ACRES IN LOT 1 REOOIREMEyTS ELEVATIONS fes\Ul-\\ J ----- PROPERTY OWNER / DEVELOPER: a TITAN VALLEY PARK, LIMITED PARTNERSHIP C/O SOUTHCORP REALTY ADVISORS, INC. z �_ J+ C A NEW MEXICO LIMITED PARTNERSHIP 3401 ALLEN PARKWAY, SUITE 200 `3 + .:I 333 . HOUSTON. TEXAS 77019 J� BY: TITAN DEVELOPMENT OF TEXAS, LLC, a. :�.. A NEW MEXICO LIMITED LIABILITY COMPANY, PHONE: 713-960-1880 AS GENERAL PARTNER r { __ O / ^� THI9DRAWINO9flElEASED Vaile Park Genter PNo t 33 FOR THEPUflPoSEOF: P Pledger Kalkomey, Inc. y P rr�E SEM SITE REVIEW #3 ' Lot I N ot,E r2 (— — 7o/3vzoo6 K Consulting Engineers \ 3�`� CLE({ Z32a�63 / UNDER THE AUTHORITY OF %rdltln9 PkTn STEVE F DUNCAN, P.P.E.83252 7020 Coyote Run • Bryan, Texas 77808 979-731-SODO • 979-731.1500(Fax) /�••'' / /�� fT IS NOT TO BE UBEDFOfl COgxom NSTRURION BD% NO OR Brenham - Bryan Rosenberg PET UCTIOPURPOSES. ' ��SE D 555 5wo3-231 e 5 of 5