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Home My WebLink AboutDrawingsjr n Lu 6.1 Lb r3 I-1/2"xl-1/2"XI/S"x10' � 0 J. . ,�� _ . T /�� 5�' I (I,�... ,..r �.. . �'x, . �. • , r� . ��a .: � � \ ) S`'�n 1('�� . ' fl � NZ� �� o .< �_cn � f� '� C"1 I ® Z V - 25Ew IRRIGATION METER ' I I i '--------- --- ------------------------------ ----------- ------ -----1 n IL - - i ! ,1 .;'BUILDING SETBACK LINE 110 N , CL-Oq-113 al1h DRAWN: KHO 01 IRRIGATION MUST BE VIDEO PRIOR OI Usti P PERTY LINE: 273.55' - N 38°02'59" W 1PR BY A PRESSURE SSURE BACK FLOW DEVICE BREAKER, _ Iuo►- SNI 1 FIRE HYDRANT OR A DOUBLE-CHECK BI K FLOW DEVICE to z FER CITY ORDINANCE W pL 03 ALL BACK FLOW L)tvlypp MUST; BE INSTALLED AND TESTED UPON INSTALLATIONA t 1Lu fTY ORDINANCE 2384., 04 SHRUBS ALONG ` FRONT F LOT J4 BE 3' HIGH FOR SCREENING PURPOSES. i 05 STREETSCAPE PLANTING 3 TCS BE SUFFICENT NI WATER MET 2` I TIONS. (Yl w Z :EXL .TNG I iu 1 1 w � U >: EXISTING SANITARY L,grllr'",' TING : PARK'LNG,' w � SEWER MANHOLE G Un 141 Rl 110 N TES CL-Oq-113 -- DRAWN: KHO 01 IRRIGATION MUST BE VIDEO PRIOR TO ISSUANCE OF C.O. I 02 IRRIGATION SYSTEM MT VACUUM A RZI BE PROTECTED UCED 1PR BY A PRESSURE SSURE BACK FLOW DEVICE BREAKER, 10 Iuo►- SNI 1 FIRE HYDRANT OR A DOUBLE-CHECK BI K FLOW DEVICE AND INSTALLED AS FER CITY ORDINANCE 4. 03 ALL BACK FLOW L)tvlypp MUST; BE INSTALLED AND TESTED UPON INSTALLATIONA t ER GI fTY ORDINANCE 2384., 04 SHRUBS ALONG ` FRONT F LOT 'MUST BE 3' HIGH FOR SCREENING PURPOSES. 05 STREETSCAPE PLANTING 3 TCS BE SUFFICENT TO SCREEN PARKING AREAS PER UC D SPEC11FIC TIONS. Y 20FEB09 1 END CL-Oq-113 -- DRAWN: KHO —w-- WATER LINE CHECKED: UI MANHOLE ---- GAS LINE 2, Og4.3 tP W: WATER METER ---s--- SEWER LINE � 10 Iuo►- SNI 1 FIRE HYDRANT � n -�--o- 6 -0 WOOD FENCE EM ELECTRIC METER MATERIAL - BARRACADE TO EXTEND TO DRIP LINE OF ANY TREE STANDARD BARRACADE DETAIL )NA®v*I , LLC OMICE kL SUBMITAL DATE: 9/03/09) ER: PARAGON ADVISORS, LLC ,a15 ROCK PRAIRE ROAD OUL GE STATION, TX 77B45 �g7q 693-3907 cCLURE BROWNE ENGINEERING ICHAEL McCLURE 1005 WOODCREEK DR, SUITE 103 COLLEGE STATION, TX '97q) 6q3-3BBB (1-M DESIGN STEVE MUSSER 117 A BROTHERS BLVD gg OL; IEGE "STATION, TX 77845 I� Iejg7q�1 694-7059 lvlslo�s Ei�ELWE155 BUSINESS CENTER COLLEGE STATION, TEXAS BRAZOS COUNTY M -h1 DESIGN IS NOT AN EN rINEERING ;FIRM NOR AN ARCHITECTURAL FIRM. WE ARE NOT QUAL, ED No ARE WE LICENSED TO DESIGN STRUCTURAL FRAMING OR I OUNDA MONS, A LICENSED PROFESSIONAL ENGINEER SHOULD BE CONS JLTED REGARDING STRUCTURAL FRAMING AND FOUNDATION. SHOULD A ENG INEER'S'SEAL BE PRESENT ON THE DRAWING, THEN THE ENGIN ER OF I RECORD" SHALL BEAR THE SOLE RESPONSIBILITY FOR THE lie rRUCT DESIGN. M -M DE51GN WILL .NOT BE HELD 'RESPONSIBLE FOR TRUCTURAL DESIGN AND/OR ANY PROBLEMS THAT MA�NRISE EG IRDING THE DESIGN. , I( DATE: 20FEB09 1 PROJECT: CL-Oq-113 -- DRAWN: KHO CHECKED: SRM cc HEATED: 2, Og4.3 tP U. SLAB: 2,093.5113 10 REVISION: 15DECOq Lu '4IZRh SHEET NUMBER SHEET 02 OF 02 Cn LI.I U za U � �. NI— �ms JELL J ¢ �0 Lu F- 4 �- 14 r47 L n I to /I TEXAS HOTEL MANAGEMENT CORPORATION LOT IDS, BLOCK 4 - _ZONED AF -P I ! PARKING REQUIREMENTS FOR OFFICE BUILDING: (1 SPACE / 250.17 St..FT.) x; 4,310.5 SQ.FT. = 17.5 SPACES Ij TOTAL .SPACES REQUIREDs 18 TOTAL SPACES PROPOSED: 20 : CONCRETE DRAINAGE FLUME ROCK PRAIRIE (SEE GRADING PLAN) 9 ROW EXTENTS - ly lu all _ EX I 1 t , , 3 �i` NC �8 L W i fG 1 w 1 N 8 ®TES w ELEVATION : DEMANDS I -WATER DEM AP j1 I LD. MINIMU�"i: 0 GALLONS PER MINUTE ANEW CO 2 AVERAGE: < I GALLONS PER MINUTE -15 DECOq M 1XIMUM. I (j 32 GALLONS PER MINUTE SEWER DEMAI 2: MI( IMUM: .0 GALLONS PER MINUTE AU;FRA GE: < I GALLONS PER MINUTE REFERENCE: 01/5P-1.1 : V=V -0" SCALE M,�+IXIMUM: 15,360 GALLONS PER DAY IRRIGATION: MI IMV AVERAGE: RAGE: : 0 GALLONS PER MINUTE < I REFERENCE: 01/5P-1.1 MA I IMLM: GALLONS PER MINUTE 15 GALLONS PER MINUTE - ly lu all _ EX I 1 t , , 3 �i` NC �8 L W i fG 1 w 1 N 8 ®TES w DATE: 20FEB0q PROJECT: CL. -0q-11 DRAWN: ELEVATION (EXTEND .1 BEYOND CURB) SRM Li�G �t ii 1 bS 4.v ANEW CO 2 t B' CONCRETE REVISION: -15 DECOq OWNS / R DEVELO: R ..PARA ON ` G ADVISORS, LLC 21 ROCK PRAT RE ROAD 0�,,p AND �.. UTT .. , C to GO LE E STATION, TX 77845 q G 93-3 , - ( ) q07 REFERENCE: 01/5P-1.1 : V=V -0" SCALE �"tNJ o REFERENCE: 01/5P-1.1 ENGINEER:_ McGLURE 4 BROWNE ENGINEERING GI EERING MILD. McCLURE 100;8 NOODCREEK DR, SUITE 103 GOLLEd,E STATION TX TOOL %8' ' RAD. ALONG (q7) 6q3-3838 JOINT SEALER APPLICANT: M-1 SIGN 3/4" EXPANSION JOINT AS SPEC'D ST VES , USSER MATERIAL A5 SPEC'D, 181 -A ROTNER5 BLVD TOOL / n RAD. ALONG e ALL EDGES I2° ALL E EXPANSION P AN 510N CAP INSIDE DIA.' TO ,BE / rr : GREA TER NA T _ N DIA � O O F D WEL '^ _l GO E STATION, L STATION TX 77845 q7 ' - q4 705 ( ) q I DEEP � n n SMOOTI-f BAR DOWEL ; /2 x18... EXTEND 1/2 'LEN GTI -I OF •DOWEL I � . AS PER GON C. DETAIL r 18 ; O.C. DOWEL TO ,BE I ( OILED W/ STDNO 4d SAE GRADE > )PAVEMENT REINF. NF. AS PER CONC. N . PAVEMENT T DE TAIL --— LOTs O- dW! BL9 04 S JBD SIS$ t;IytLWEISS BUSINESS CENT ER COLLEGE STATION TEXAS BRAZOS COUNTYI � _I._II--1-r-ir _i,',,_I h.,._i I_ � DATE: 20FEB0q PROJECT: CL. -0q-11 DRAWN: ELEVATION CHECKED: SRM Li�G �t ii 1 bS 4.v SLAB. REQUIRED REVISION: -15 DECOq 0 41, , C to !a o DATE: 20FEB0q PROJECT: CL. -0q-11 DRAWN: KNO CHECKED: SRM HEATED: 2 0 q4.3 1p SLAB. 21093.510 REVISION: -15 DECOq 47-/o LJ ^� > r ✓_ w d � C:3 r. 11.1. . U Lu '_jO� �Ju— U > 0 n- F 76'-7'1 I 0j 51TE 't"`�`�LAN (o REFERENCE: NONE SCALE: I"=20'-0" NORTH CONCRETE CURS SND GUTTER ,0)W�-- REFERENCE: 01/SP-1.1 SCALE:I"=1'-0" 1L11 DXM Al r1AIG COMPACTED 5UBGRADE 0 CONTRACTION JOINT REFERENCE: 01/SP-I.1 SCALE: I"=1'-0" TEXAS HOTEL MANAGEMENT CORPORATION LOT b, BLOCK 4 ZONED A -P SUZANNE'S- SC 400L .OF DANCE CAT 41. BLACK 4 ZONED A -P `"" ' • "" • '-"' """""' ^' """ 10 LII IF_ .7 1 HD 11..1 L G L 5UBGRADE @ 7% (E)<TEND II BEYOND CURB) 1,Z)3REINF. CONCRETE PAVEMENT ' REFERENCE: 01/5P-1.1 SCALE: I"=1'-0" TOOL %" RAD. ALONG runt 3/4" EXPANSION JOINT MATERIAL AS 5PEC'D. ALL EDGES SMOOTH BAR DOWEL % "x1811 @ 18" O.G. (DOWEL TO BE OILED JAI/ STD. NO. 40 SAE GRADE) COMPACTED SUBGRADE EXPANSION �n JOINT REFERENCE: 01/SP-1.I JOINT SEALER AS 5PEC'D. EXPANSION CAP-IN51DE DIA. TO BE r." GREATER THAN DIA. OF DOWEL # EXTEND 1/2 LENGTH OF DOWEL REINF. AS PER GONG. PAVEMENT DETAIL SCALE: 04-0` -0" LANDSCAPE IS EXISTING FROM PREVIOUS OFFICE BUILDING NEW PLANTINGS WILL BE ADDED AT ENTRANCE OF ADDITION CITY OF COL L EGE STATION INFORMATION REQUIREMENTS n" -�&f �� SYMBOL SIZE NAME 6LWI POINT VALUE POINT OWNER/DE 2.1" TO 3.4" LIVE OAK TREE G 150 ZS wt it 12@. � a+ CALIPER (Quercus virginiona) Ak fX cls i AA)I&I- ��5� m1fil".imm Mul CREPE MYRTLE (Lagerstroemia Indica) 10 40 400 CALIPER STEVE MUSSER II817-A BROTHERS BLVD :OLLEGE STATION, TX 77845 5 GAL SHRUB (Wax Leaf Ligustrum) 42 10 420 Ww 2" CALIPER C41AWIA1 5 (BUFFER) wz Cie e ). virginiona) �I a 1 CREPE MYRTLE r -z;, Pio. l ear CAJ evigh c ! f( r (BUFFER) I CALIPER (Lagerstroemia indica) ALL CALIPER MEASUREMENTS SHALL BE 12" ABOVE GRADE O Lul i (120.0' / 15) _ (8) 1.25" MIN. CALIPER NON -CANOPY TREES v l� l UAV Lu r. ul STREET -CAPE 20.0� / 5V x 300 PTS = 720 PTS ✓(120.0 / 25) - 5 CANOPY TREES (OR 10 NON -CANOPY TREES) I POINTS PER PROJECT AREA: CL 32,938 / 1,000 = 32.g4 j TOTAL POINTS REQUIREDt 11709 TOTAL POINTS PROPOSEDi 11720 PARKING REQUIREMENTS FOR OFFICE BUILDING: (I SPACE / 250.0 SQ.FT.) x 4,370.5 SQ.FT. = 17.5 SPACES 7Y W i�rt �IVMtlye TOTAL SPACES REQUIRED# 18 TOTAL SPACES PROPOSEDs 20 ILI .I L0 Lu CL Q I NI QQI W ql SI � u- 01 u- NI I JI ly) �I ZI U LANDSCAPE IS EXISTING FROM PREVIOUS OFFICE BUILDING NEW PLANTINGS WILL BE ADDED AT ENTRANCE OF ADDITION CITY OF COL L EGE STATION INFORMATION REQUIREMENTS CL -001-113 SYMBOL SIZE NAME QUANTITY POINT VALUE POINT OWNER/DE 2.1" TO 3.4" LIVE OAK TREE G 150 q00 CALIPER (Quercus virginiona) ��5� 125" CREPE MYRTLE (Lagerstroemia Indica) 10 40 400 CALIPER STEVE MUSSER II817-A BROTHERS BLVD :OLLEGE STATION, TX 77845 5 GAL SHRUB (Wax Leaf Ligustrum) 42 10 420 2" CALIPER LIVE OAK TREE (Quercus 5 (BUFFER) virginiona) 1.25" CREPE MYRTLE 8 (BUFFER) CALIPER (Lagerstroemia indica) ALL CALIPER MEASUREMENTS SHALL BE 12" ABOVE GRADE BUFFER (WITH 6' NIGH WOOD FENCE) (120.0' / 15) _ (8) 1.25" MIN. CALIPER NON -CANOPY TREES (120.0' / 25') _ (5)1.2" MIN. CALIPER CANOPY TREES STREET -CAPE 20.0� / 5V x 300 PTS = 720 PTS ✓(120.0 / 25) - 5 CANOPY TREES (OR 10 NON -CANOPY TREES) POINTS PER PROJECT AREA: 32, 938 SQUARE FEET OF SITE AREA 32,938 / 1,000 = 32.g4 32.84 x 30 = 988.2 = q8q POINTS TOTAL POINTS REQUIREDt 11709 TOTAL POINTS PROPOSEDi 11720 PARKING REQUIREMENTS FOR OFFICE BUILDING: (I SPACE / 250.0 SQ.FT.) x 4,370.5 SQ.FT. = 17.5 SPACES TOTAL SPACES REQUIRED# 18 TOTAL SPACES PROPOSEDs 20 I— -I=- .._ . r. _ . --- m INFORMATION PROJECT: CL -001-113 PA,ON' KHO ADVISORS, LLC OPFICrm CRIGINALL HEATED: SUBMITAL DATE: q/03/Oq) OWNER/DE ELOPER: PARAGON ADVISORS, LLC 18DEC09 I� 215 ROCK PRAIRE ROAD COLLEGE STATION, TX 77845 (q7q) 6q3-3807 ENGINEER: APPLICANT -M DESIGN STEVE MUSSER II817-A BROTHERS BLVD :OLLEGE STATION, TX 77845 �q7g) 694-705q 05 M -M DESIGN 15 NOT AN ENGINEERII FIRM. WE ARE NOT QU LIFIEDINOF STRUCTURAL FRAMING R FOUNDA- ENGINEER SHOULD BECONSULTED AND FOUNDATION. 51-101 LD A ENGI DRAWING, THEN THE "Et GINEERIIOF RESPONSIBILITY FOR T STRU,CTL NOT BE HELD RESPONSI LE FOR TI ANY PROBLEMS THAT Y ARISE I ii EDELWEISS BUSINESS CENTER COLLEGE STATION, TEXAS BRAZOS COUNTY x FIRM NOR AN ARCHITECTURAL ARE WE LICENSED TO DESIGN ONS. A LICENSED PROFESSIONAL EGARDING STRUCTURAL FRAMING EER'5 SEAL BE PRESENT ON THE RECORD" SHALL BEAR THE SOLE ,Al- DESIGN. M -M DESIGN WILL - STRUCTURAL DESIGN AND/OR -GARDING THE DESIGN. DATE: 20FEBOq PROJECT: CL -001-113 DRAWN: KHO CHECKED: SRM HEATED: 21094.3* SLAB: 21 0g3.8 IP REVISION: 18DEC09 Ii(%jo�' 10 SHEET NUMBER SHEET 01 OF 07 I Lo TEXAS 140TEL MANAGEMENT CORPORATION LOT 6, BLOCK 4 ZONED - PARKING AREA TO SERVE AS STORM WATER DETENTION AREA CONCRETE DRAINAGE FLUME (SEE GRADING PLAN) ROCK PRAIRIE ROW EXTENTS TOOL %81 RAD. ALONG +I:- EXTEND 1/2 LENGTH OF DOWEL ALL EDGE5 lye' DEEP SMOOTH BAR DOWEL %2'x18!' 1811 O.C. (DOWEL TO BE OILED REINF. A5 PER CONE. REINF. AS PER GONG. W/ 'STD. NO. 40 SAE 'GRADE) PAVEMENT DETAIL PAVEMENT DETAIL rg I ' F:o IOil 1 !I 4 ,4DBICE (ORIGIN A i ml OWNER/DEVELOPS R: PARAGON ADVISORS, LLC N COLLEGE STATION, TX 77845 x� ENGINEER: Mc LUi�E * BROWNE .ENGINEERING arc i`11G,, McCLURF ,AEL 1008 WOODGREEK 'DR, SUITE 103 COLLEGE STATION, TX (99J a_ I93-3$38 APPLICANT: ELECTRICAL SERVICE Q ST VE�M155ER w (q7A) 694-705q DI w Q � w w� W w) <C o tL _ - .o V �) (L I Lo >I N o � NI) EXISTING` -WATER BLOW OFF �a1I Z -IRRIGATION METER u,l tLl I 1 4 TOOL %81 RAD. ALONG +I:- EXTEND 1/2 LENGTH OF DOWEL ALL EDGE5 lye' DEEP SMOOTH BAR DOWEL %2'x18!' 1811 O.C. (DOWEL TO BE OILED REINF. A5 PER CONE. REINF. AS PER GONG. W/ 'STD. NO. 40 SAE 'GRADE) PAVEMENT DETAIL PAVEMENT DETAIL rg I ' F:o IOil PAP.Aad 4 ,4DBICE (ORIGIN A i 5UBMITA L DATE: q/03/09) OWNER/DEVELOPS R: PARAGON ADVISORS, LLC 215'1 ROCK PRAIRE ROAD COLLEGE STATION, TX 77845 (979) 6q3=3907 ENGINEER: Mc LUi�E * BROWNE .ENGINEERING i`11G,, McCLURF ,AEL 1008 WOODGREEK 'DR, SUITE 103 COLLEGE STATION, TX (99J I93-3$38 APPLICANT: M -M :DESIGN ST VE�M155ER 1817-A BROTHERS BLVD COLLEGE STATION, TX 77845 (q7A) 694-705q I LOT, of BLOCK 04 j SUBDI ISION: ,EDELWEISS BUSINESS CENTER COLLEGE STATION, TEXAS 009 C9 d*9 BRAZ05 COUNTY III III .III .III III .III III III IIL III .III ,_ —1 I!_ _ II— IL1 1-11=ill-l�I I�L-II ISI LSI ISI ISI ISL IlL LI Il 1 I 1:1..1.. ,, I1 i M -M DESIGN I5 NOT AN ENGIN ERING �FIR1h NOR AN ARCHITECTURAL i, � COMPACTED SUB A - FIRM. WE ARE NOT QUALIFIED NOR ASE WE LICENSED TO DESIGN E GR DE COMPACTED:SUBGRADE STRUCTURAL FRAMING OR FOL 14DATIO45. A LICENSED PROFE55IONAL ENGINEER SHOULD BE CONSUL ED 'REGARDING STRUCTURAL FRAMING AND FOUNDATION. SHOULD AENGINEER'S ) SEAL BE PRESENT ON THE DRAWING, THEN THE "ENGINES OF RECORDI' SHALL BEAR THE SOLE 4 t %� I RESPONSIBILITY FOR THE STR CTURAL DI SIGN. M -M DESIGN WILL -:NOT'BE HELD RESPONSIBLE F R THE iBTRUGTURAL DESIGN AND/OR ANY PROBLEMS THAT MAY AR 5E REGARDING THE DESIGN. JOINT 05 J C� IhlT i REFERENCE: 01/SP-I.1 SCALE: I --i -0 REFERENCE: 01/5P-1.1 SCALE: I -I -0 Ij