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Home My WebLink AboutDrawingstin _q 0 , I -1 --J _7 m 0 L 0 Fill • 4. "N 1 7 PROPOSED WOOD -,SCREEN 6' HIGH (1) MD ICAN PLUM -FENCE . . . . . . . . . . . .•. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .... . . 11 P • (3) SHUMARD OAK EXISTING CONCRETE WALL . . . . . . ... . . • . • . % ........• ..... .... • ............... . 15'PUBLIC UTILITY Itpol mmo* .•. . . . . . •. . .`".r' . . • . . . .♦. (2) MEXICAN PLUM EASEMENT, 4820/97 &1 - (19) TEXAS SAGE (1) MEXICAN PLUM (1, PAM ASS iRASS _j 30' LANDSCAPE - BUFFER, 3744/49 !j (12) TEXAS SAGE .0. (10) PAMPASS GRASS •(4) CRAPE MYTRLE (1) CRAPE MYTRLE 15 REAR SETBACK LINE . . . (9) PAMPASS GRASS (4) CE DAR ELM • ----------- - Ir u . . /I . . .;., 1,t .: I 0 . . .• . . . . . . . . . . . . . . . . . . . •'.'•` . . • . � ♦ .. .. 4D . '. . (11) TEXAS SAGE '17 _. - , .\ 2 17- - GAS GAS G� AS • NMI (4 LIVE OAK----/ (6) LIVE OAK---;' (28) PAMPASS GRASS (24) TEXAS SAGE::-/ w—w—w—w—w w w _W—W—W—W—w- w w T_ 01 MARK REVISION By DATE HARLE ENGINEERING COMPANY Land Interactive. 3009 Buming Oak Dr TEXAS BOARD OF PROFESSIONAL ENGINEERS FIRM REGISTRATION NO. 4538 Ausfin, Texm 7 � A ,8104 3002 TEXAS AVENUE SOUTH IFE-L 51142.8-6738 COLLEGE STATION, TEXAS 77845 FAX 6112.532,0619 979.693.7191 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR ips 09—ODB-1 OCTOBER 2009 SYMBOL SIZE NAM & TYPE QUANTITY POINT VALUE IUIALFUIN16 E 2.25n CAL I !.25" CAL I LIVE OAP TREE )uercus v giniana) CAN PY (Quercus 8 150 3 150 1,200 450 .2" CAL CEDAR M TREE 4 BUFFER (Ulmus massifolia) CA PY 1.25"CAL MEXIG0 PLUM 4 40 160 (Prunus m: x1cana) NON-b'j NOPY 1.25" CAL CRAPE f YRTLE 2 40 80 (Lagerstoet i fla indica) 3 BUFFER NON -CANOPY 5 GAL TEXAS AGE 54 10 540 MIN 31 HT (Leucophyll,ui ifrutescens) 12 BUFFER SHR I B 5 GAL PAMPAS G RASS 46 10 460 MIN THT (Cortaderiallelloana): SHkU] 10 BUFFER COMMON BERMUDA TURF OR SOD POINTS PER PROjECT AREA: 23,391 SQUARE FEET OF SITE ARE 23,391. SF / 1,000 = 24.0 24.0 x 30 = 720 POINTS (800) SH 6 FRONTAGE ROAD (95.36'/ 50) x 300 POINTS = 572 PO: 14TS (95.36--125) = 4 TREES (3 CANOPY I 'REES AGD 2 qON-CANOPY TREES) BRIDLE GATE DRIVE ((264.68'-25') 50) x 300 POINTS =1 t38 POINTS (264.68'/ 32) 8 TREES (8 CANOPN TREES) TOTAL POINTS REQUIRED: 2,810 POINTS TOTAL POINTS PF,�,'-'P-OSED:'Z,89-C-l-"C!NITS (11, OPOIN- Fk 6 M CANOPY TREES 57%�)- BUFFER: REQUIRED PROVIDED MINIMUM OF ONE 1.25 -INCH CALIPER (3)1.251 CREPE MYRTLE NON -CANOPY TREE PER 15 LINEAR FEE OR (0) 5 GALLON PAMPAS GRASS ONE 5 GALLON SHRUB PER 3 LINEAR FE ET 2) 5 GALLON TEXAS SAGE (95.67715=7 NON -CANOPY) OR (95.6773=32 SHRUBS) MINIMUM OF -ONE 2 -INCH CALIPER CAN( PY M TREE PER 25 LINEAR FEET (95.67'/25= 114) GENERAL NOTE: 100% COVERAGE OF GROUNDCOVER, DE -,ORATIVE PP ONG, /__-_61ECORATIVE, ROCK (NOT LOOSE, OR I ERENNIAL GF ASS IS REQUIRED IN PARKING LOT ISLANDS, S,', %LES AND DR �INAGE AREAS, THE PARKING LOT SETBACK, Rk, -ITS -OF -WAY, AND ADJACENT PROPERTY DISTURBED DUR, 1, G CONSTRUCTION. NOTE: 1. AN IRRIGATION SYSTEM TO SERVISt ALL NEW PLANTINGS WILL BE INSTALLED BY A CERTIFIE 1) INSTALLER EFORE CERTIFICATE OF OCCUPANCY ISI I'll SUED. P- 0 1EWE1--t` rOR 2. IRRIGATION SYSTEM MUST BE PR (1 TECTED BY EITHER A SSURE I PRESSURE VACUUM BREAKER, A F !EDUCED PRE i UUM"LIAIN1. 1"4E PRINCIPLE BACK FLOW DEVICE, OR ECK A DOUBLE -C,11 U BACK FLOW DEVICE, AND INSTALL' AS PER CITY ORDINANCE 2394. NOV 3. ALL BACK FLOW DEVICES MUST BI: INSTALLED AND COLLEGE 41N TESTED UPON INSTALLATION AS F ER CITY ORDINANCE DEVELOPIVIENT,.-. 2394. PLAT FILED: r A NEW 0FFI CE BUILDING SCALE VERTICAL N/A - FOR . CA SHION DENTAL HORIZONTAL 1 =20'. LICK CREEK SUBDIVISION PHA SE I PLAN: i LOTS 3 , BLOCK I PLOTTING SCALE: 1:20 COLLEGE STATION, TEXAS FILE NAME: 09-ODB-LI EXISTING DRAINAGE FLUME 28 EXISTING TELEPHONE PEDESTAL EXISTING OVERHEAD ELECTRICAL T- T T - -----_ T T- G-E----�.- GAS W W W EXISTING POWER -- - POLE �L S5 S S- E - `-E-E- 777 E~--E-777EXISTING WATERLINE AIR RELEASE VALVE y CHRISTIAN BROTHERS I AUTOMOTIVE PROPOSED AIR t,`E p � v yfl CONDITIONER GENERAL NOTES: 1. CONTRACTOR IS TO VERIFY THE EXACT LOCATION AND VERTICAL POSITIONING OF EXIS NG UTILITIES AND SERVICE LINES WITHIN THE PROJECT AREA, WHETHER SHOWN ON PLANS ',OR NOT, AT LEAST 48 HRS. PRIOR TO ANY CONSTRUCTION. CONTRACTOR IS RESPONSI LE FOR ANY DAMAGE DONE TO EXISTING FACILITIES. CALL 1-800-DIG-TESS. SH 6 - R.O.W. VARIES 2 ALL RADII AND DISTANCES ARE MEASURED TO THE BACK OF CURB UNLESS OTHERWISE NOTED. SH6 WEST -FRONTAGE RD N VARIABLE WIDTH R.O.W. 20' ELECTRICAL 10' GAS & TELEPHONE STA ON EASEMENT, 627/723 EASEMENT 3. ALL SITE WORK IS TO BE DONE 1N CONFORMANCE WITH THE BRYAN /COLLEGE (34' WIDE ASPHALT PAVEMENT) 666/309 & 670/397 2009 STANDARD SPECIFICATIONS FOR WATER & SEWER AND THE CITY OF COLLEGE STATION STANDARD SPECIFICATIONS FOR STREETS & DRAINAGE. ~� �� ' 330 E 4 ALL UTILITY LINES ( WATER, GAS, SANITARY SEWER G.T.E. STORM SEWER ETC.) SHOWN "�` S 3$' �� ARE TAKEN FROM BEST AVAILABLE RECORD INFORMATION BASED ON CONSTRUC ON EXISTING - 5 _ - CQLL�G� R5 UTILITY MAP DOCUMENTS OBTAINED BY FROM CITY & INDEPENDENT AGENCIES AND/OR STORM 95.36 131 g EXISTING CULVERT -�_- 88.72' 50.89' �- - j�j10N• •rJ1'56" ABOVE GROUND FIELD EVIDENCE. SHOWN POSITIONS MAY NOT REPRESENT AS -BUILT PROPOSED �-"-`------- S4A 3, CONDITIONS. _ TELEPHONE - -- 1.1 -� - - 12-71-13' DRAINAGE `"_ -- -- -- 2 ] RISER _ 5 ELECTRICAL CONDUIT FOR PARKING LOT LIGHTING WELL BE SHOWN ON THE ELECTRICAL FLUME EXISTING EXISTING L f- - - - - �' -"---- SITE PLAN. TELEPHONE "" - POWER POLE 284 PEDESTAL' - ST -- ST -� ;.: S ST ST PUBLIC 6 PAVEMENT DEPTHS: REFER TO SHEET C3 -PAVEMENT PLAN FOR PAVEMENT DEPTHS. _ UTILITY EASEMENT 20' PUBLIC EXISTING ATMOS - ~ "r BELAISEMENT ( 7 LANDSCAPING AND IRRIGATION DESIGN & ANALYSIS WILL BE PROVIDED ON THE LANDSC PE EXISTING 24" �'" GAS RISER ��_ 589/181 & 578/339 ' &IRRIGATION PLANS. • I ' WATER MAIN . E3(ISTiNG 6 " � .---- _ GAS MAIN E _ I t 20' PUBllC UTILITY NOTED ON HE E EASEMENT, 4820/97 8. THE TYPICAL BACK OF CURB RADIUS IS 3.5' UNLESS OTHERWISE �^ d DIMENSIONAL CONTROL PLAN. T -GA EXISTING 4" W_ J GAS MAIN W�,__ _ - --W-----'~ 9. THE TOPOGRAPHY SHOWN` IS FROM FIELD SURVEY DATA, PREPARED BY KERR SURVEY NG, ' - --- LLC. LO T 1R - - - LOT 2 LI CK CREEK o 1 . THE BEARING SYSTEM SHOWN HEREON IS HONORING THE PLAT CALIED BEARINGS AS W------� �g 00 W PROPOSED ------5 - ----5 - ' � r SHOWN ON THE PLAT RECORDED IN VOL 4820, PG. 97 AND AS MONUMENTED ON NE ., EXISTING 10 J ------ �-=U STREET S S I cN SUBDIVISION PHASE, 1 •Q g 6' SEWER S -- c�I I GROUND SEWER MAIN LIGHT_ _--- �--- -- SERVICE s--:- s -�- ( LOT 3, BLOCK 1 _---- s 0.573 acres I SUBJECT PROPERTY IS CURRENTLY ZONED "C-1". w 1 S ~-- ZONED C-1 j S S �- �--- I (_ 1 BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE CITY OF COLLEGE STA ION E E E I N) UNIFIED DEVELOPMENT ORDINANCE. Fl20NT SETBACK UNE _ I FEXISTING 4' (� 25' PROPOSED Co I 13. NO PORTION OF THIS TRACT IS WITHIN A SPECIAL FLOOD HAZARD AREA ACCORDING TO PVC ELECT. GAS SERVICE to W EXISTING CONDUIT ) LO ;t I- THE FLOOD INSURANCE RATE MAP (F.I.R.M.), COMMUNITY PANEL NO. 48041 CO201 D, SEWER GAS ( �� <C EFFECTIVE DATE FEBRUARY 9, 2000. - I 0, z 24' ACCESS MANHOLE H C EASEMENT PER V) CD a � SCREENED FROM PROPOSED ` PLAT 9050/253 14. ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE (I I o o GAS METER S 34'56'50" E 63.77' IBJ VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY OR EPRC OSED RESIDENTIAL DISTRICT WITHIN 150' OF THE SUBJECT LOT, MEASURED FROM A POIN 5 LECTRICAL I 0 FEET ABOVE GRADE. SUCH SREENING SHALL. BE COORDINATED WITH THE BUILDING r_ SERVICE o I ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE. PROPOSED '1 PROPOSED \ I �� jj DOMESTIC PROPOSED 1 X " N H C DENTAL OFFICE u "• 2D 1 0 O 20 m I 2,831 SF `'•; WATER METER WATER SERVICE N 34 56'50" W 63.77' 15. PROPOSED SIGNS SHALL BE PERMITTED SEPARATELY IN ACCORDANCE WITH UDO. PROPOSEDI I 20' HIGH �.y SCALE LN FEET BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.10 OF FF -291'00 I t6. EXTERIOR METER ( I DO THE LIGHT SOURCE SHALL NQT PROJECT BELOW AN OPAQUE HOUSING AND NO --flRE LAE-----ff�LAN RE LhRE . .FlRE E._ _1 EXISTING CONCRETE 24' ACCESS EASEMENT 221 F ( I PER PLAT 9050/253 I 6 I • I w I I :• I I BUILDING. SETBACK, LINE LLI W W....... THE U rn FIXTURE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY. FIXTURES WILL BE MOUNTEC IN SUCH A MANNER THAT THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE. PROPOSED 119.28' �: ,y PROPOSED IRRIGATION - - - - - ECTRICAL NOTES: s .:. SIDEWALK rWATER METER � N 34'57'21 W 95.67' I1 DEVELOPER INSTALLS CONDUITS AS PER CITY SPECS AND DESIGN r VEHICLE LAY 'UTILITY 30' •� SCAPE OF HOSE PROPOSED = 82' �tv�Q•��, EASEMENTC482 97 BU ER,D3744/49 HfffH+lIEH }tt{+ j ADA SIGNAGE I C� eve 14. 186 SF f Il 3, BLOCK PROPOSED D I M E N S U N S ADA PARKING asz FIC PROPOSED PROPOSED z IRRIGATION48 BIKE RACK .00, PROPOSED V o W SLEEVES: 6 LF -1111, I _ IRRIGATION a 2-3" PVC z SLEEVES: 6 LF Z a EXISTING 8" LEGEND 2 X2 BURY 2-3" PVC PROPOSED � LLJ In WATER MAIN 12" v , ADA RAMP 2X2 BURY > _ ST ST EXISTING CULVERT n 300 EXISTING CONTOUR - MAJOR ACCESSIBLE Q 4 - T - T - T EXISTING TELEPHONE LINE 15 in I ROUTE _ N _ w 1 - S _ S EXISTING SEWER LINE i- _ W � CAL LINE I EXISTING OVERHEAD ELECTRICAL EX1 IN L PROPOSED FIRE E T 0 CONCRETE �I Cd7 ` GAS EXISTING NATURAL GAS LINE PARKING LOT 9.00' w ¢ ` iA TYP. _z d .Mi EXISTING POWER POLE ••• . I � EXfSTlNG I I CONCRETE I ( PARKING LOT I i • I I -FlRE NE EXISTING SHARED DUMPSTER ENCLOSURE --�fl�E LAN --flRE LAE-----ff�LAN RE LhRE . .FlRE E._ _1 EXISTING CONCRETE 24' ACCESS EASEMENT 221 F PARKING LOT PER PLAT 9050/253 6 EXISTING CONCRETE /-RETAINING WALL 15' BUFFER 1/ PER UDO ep • O ti 30' LANDSCAPE BUFFER 3744/49 fl L�fl�� 18.00'24.0 18.00 ]G IU z � `JT m " 18DESIGNATED W EXISTING SEWER LINE UE PROPOSED UNDERGROUND ELECTRICAL SERVICE CONDUIT 6 PARKING in BUILDING. SETBACK, LINE pQo5t+ 05 ( O ONLY PUBLIC UTILITY EASEMENT LINE 6 G�O� pv0 O Q in; . ;.. S PROPOSED SEWER LINE/CLEANOUT GAS PROPOSED NATURAL GAS LINE G'i�y Gi (� ( W EXISTING I ADA RAMP NOTES: ® PROPOSED WATER METER 9FH FIRE HYDRANT Q g� . PROPOSED R °a05� Q p 16.73 0 PROJECT BENCH .MARK: 1 • THE SIGN SHALL BE 12" WIDE BY W= PROPOSED WATER SERVICE LINE PARKING ANALYSIS U -RE RED PARKING: -- -_-- Q1 _ 2831 SF OFFICE 1 SPACE PER 200 SF 15 SPACES 15 SPACES REQUIRED TOTAL 1 HANDICAP SPACE REQUIRED PROPOSED PARKING: 22 SPACES. PARKING . 1 SPACE HANDICAP PARKING 23 SPACES TOTAL FIRE LANE 'i� TOP OF HYDRANT = 292.56 18" IN HEIGHT AND BE MOUNTED -PROPOSED HANDICAP RAMP RE UN FIRE LANE x i � ELEV. - - IN THE LOCATION,SHOWN. sHowN. _ �� ` UTILITY DEMAND HANDICAP PARKING SIGN SIGN -SEE 2. SIGN SHALL BE PAINTED ON WHITE 188 SF 188 SF DETAILBACKGROUND WITH SYMBOLS, WATER DEMAND EXISTING ELECTRICAL TRANSFORMER �T .� LETTERS, AND BORDER IN RED. MINIMUM 0 GPM `� PROPOSED I EXISTING' AVERAGE 1 GPM VEHICLE LAY IRRIGATIONCONCRETE 3. SIGN SHALL COMPLY WITH ' THE PROPOSED SIDEWALK MAXIMUM (PEAK) 23 GPM OF HOSE- 111 - - - '� t SLEEVES: 30 LF ! CoCS' FIRE SERVICE STANDARDS: .. -•"_`� \` i I DRIVE IRRIGATION SLEEVES 3/4 DOMESTIC WATER METER 39.00 2-3" PVC EXISTING j ¢ 2 BURY -j FLOW DIRECTION SANITARY SEWER DEMAND CONCRETE DRIVE I 'iNROAT FIRE LANE SIGN DETAIL (® 90% OF WATER DEMAND) . (7" THICK) DEPTHS NIS c• '_'+",:•`•�" PROPOSED CONCRETE FLUME AVERAGE 0.9 GPM/1,296 GPD 37.64' NE �,RE c n E N SITE SPECIFIC NOTES: -nRe LANG EXISTING FIRE LANE MAXIMUM (PEAK) 20.7 GPM •� 6" S NITARY SEWER LINE PROPOSED 186 SF CONCRETE PARKING LOT 15' REAR SETBACK LINE \111 EXISTING ADA RAMP 20' PUE 4820/97 _- EXISTING STREET LIGHT EXISTING d WOODEN c� FENCE z X W 74 01 �fl - -•• •� - - - - - VEHICLE LAY OF H05E A 1. THE DEVELOPER OF THE PROPERTY IS O'DONOVAN BUILDERS. THE SUBJECT PROPERTY IS LOT 3, BLOCK 1 OF THE LICK i CREEK SUBDIVISION PHASE 1. THE PROPERTY IS ZONED C-1, 1 GENERAL COMMERCIAL. I 2. PROPOSED BUILDING A IS 1 STORY, 22'-0" HIGH, 2,831 SF AND FF=291.00. 3. THE STORMWATER RUNOFF FROM THIS DEVELOPMENT WILL BE 3: DISCHARGED INTO THE SH 5 RIGHT-OF-WAY AND THEN INTO THE 100 -YEAR FLOODPLAIN AND THEN INTO THE NORTH FORK OF LICK CREEK. NO DETENTION IS PROPOSED FOR THIS TRACT, 4. DRAINAGE INFORMATION AND DETAILS WILL BE PROVIDED ON THE 72" GRADING AND DRAINAGE DESIGN PLANS. 5. THE DEVELOPED AREA FOR THIS PROJECT 1S D.573 ACRES - (24,979 SF). S. THE IRRIGATION SYSTEM MUST BE APPROVED AND INSTALLED PRIOR TO C.O. 7. ALL PROPOSED SIDEWALKS ON LOT 3 ARE PRIVATE. B. THERE IS NO FIRE SPRINKLER SYSTEM PROPOSED FOR THIS . BUILDING. 9. LICK CREEK SUBDIVISION PHASE 1 IS CONSIDERED A SINGLE BUILDING PLOT. 10. TRAFFIC IMPACT ANALYSIS IS NOT REQUIRED. 11. A KNOX BOX WILL BE REQUIRED FOR THIS BUILDING. 12. IN ACCORDANCE WITH TABLE 6105.1 & TABLE C105.1 OF THE FIRE CODE, THE PROPOSED STRUCTURE (2,831 SF TYPE VB CONSTRUCTION), REQUIRES 1,500 GPM FROM 1 HYDRANT. HARU L.:3 ENGINEERING G S M I-_' AN �L THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY TEXAS BOARD OF PROFESSIONAL ENGINEERS FIRM REGISTRATION NO. 4538 JOSEPH P. SCHULTZ, P.E., LICENSE 3002 TEXAS AVENUE SOUTH No. 65889 ON OCTOBER 23, 2009. COLLEGE STATION, TEXAS 77845 RELEASED FOR CONSTRUCTION 979.693.7191 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR JPS EL JPS 09-ODB OCTOBER 2009 :.:::...................: s .. JOSEPH P. SCHULT& I _ vw- AV ENGINEERING CO. FIRM# 4538 ® EACH END T Y T 'Q" min. ^i -j•-1 i v-4--m-A A. 35' 24. ' �W» BIKE RACK DETAIL NTS ANEW OFFICE BUILDING FOIA CA SIT-ITITON-- DENTAL LICK CREEK SUBDIVISION -PHASE 1 LOT 3, BLOCK 1 COLLEGE STATION, TEXAS c #4 BARS 0-3 " X 18" SMOOTH EXPANSION DOWELS CURB DETAIL TYPICAL SECTION NTS DEVELOPER PROVIDES 30' OF #4 RIGID CONDUIT FOR RISER POLES. DEVELO ER INSTALLS FIRST 10' CITY INSTALLS REMAINDER. DEVELOPER POURS TRANSFORMER PADS PER CITY SPECS AND DESIGN. !41�., DEVELOPER INSTALLS PULL BOXES AS PER CITY SPECS AND DESIGN. (PULL B ES PROVIDED BY CITY.) DEVELOPER PROVIDES DIGITAL AUTOCAD 2000 VERSION OF PLAT AND/OR SITE PLAN. 6. DEVELOPER PROVIDES LOAD DATA FOR PROJECT. 7. ALL EASEMENTS ONSITE ARE EXISTING, ELECTRIC FACILITIES WILL BE DESIGNED WITHIN EXISTING EASEMENTS. 8. DEVELOPER WILL INTERCEPT EXISTING CONDUIT AT DESIGNATED TRANSFORMERS OR 0 ER S EXISTING DEVICES AND EXTEND A REQUIRED. i - - -� - ER EXISTING DEV! SES; 1�- G'ONDUIT DOES --NOT EXIST- AT -DESIGNATED- TRANSFORMER OR- OT DEVELOPER WILL FURNISH AND INSTALL CONDUIT AS SHOWN ON CSU' ELECTRICAL LAYOUT. LICK CREEK 1 SUBDIVISION - PHASE 1 VOL. 9098/PG. 233 BLOCK 11 LCAT 3 0.537 ACRES 4050 State Highway 6 South COLLEGE STATION, BRAZOS COUNTY, TEXAS October, 2009 PPLICANT: OWNER: ENGINEER: O'Donovc n Builders JCC Trinity Properties Harle Engineering Co. 1404 Mission Hills Court 1605 Rock Prairie, Suite 216 3002 Texas Avenu South Gollege4 Statron, TX 77845 Gollege Station, TX 77845 College Station, TX 77845 979-218-5664 979-693-8037 (979) 693-7191 STATE HIGHWAY NO. 6, SCALE VERTICAL N/A HORIZONTAL 1 "=20' PLOTTING SCALE: 1:20 FILE NAME: 09-ODB-1 PROJECT LOCATION VICINITY MAP NOT TO SCALE r� V II,963 )�,�? Lf`'0- 1 ia;:R5 CIC, i _ I 0.537 ACRES 4050 State Highway 6 South GE�ERAIL NOTES: October, 2009 1. .CONTRACTOR IS TO VERIFY THE EXACT LOCATION AND VERTICAL POSITIONING OF EXISTIN Builders JCC Trinity Properties Hcrle Engineering Co. Hills Court 1605 Rock Prairie, Suite 216 3002 Texas Avenue South UTILITIES AND SERVICE LINES WITHIN THE PROJECT AREA, WHETHER SHOWN ON PLANS O 4 979-693-8037 (979) 693-7191 F I: .. . NOT, AT LEAST 48 HRS. PRIOR TO ANY CONSTRUCTION. CONTRACTOR IS RESPONSIBLE AoV n q SATE HIGHWAY NO. 6 PROJECT FOR ANY DAMAGE DONE TO EXISTING FACILITIES. CALL 1-800-DIG-TESS. `T SERVICES I _ SH 6 - R.O.W. VARIES -1 PLAT FILED: ; 2. ALL RADII AND DISTANCES ARE MEASURED TO THE BACK OF CURB UNLESS OTHERWIS NOTED. -- N VARIABLE WIDTH R.O.W. -' SH6 WEST FRONTAGE RD _ 20' ELECTRICAL 10' GAS & TELEPHONE • EASEMENT, 627/723 EASEMENT (34 WIDE ASPHALT PAVEMENT) - 3. ALL SITE WORK 1S TO BE DONE IN CONFORMANCE WITH THE BRYAN' / COLLEGE STATIO, 666/309 & 670/397 2009 STANDARD SPECIFICATIONS FOR WATER & SEWER AND THE CITY OF COLLEGE - -- STATION STANDARD SPECIFICATIONS FOR STREETS & DRAINAGE. ------------ry .. S 38' 310011 E EXISTING - _ _ ,.,,. _ GE STATS 4. S' ALL UTILITY LINES WATER GAS SANITARY SEWER G.T.E. STORM SEWER ETC. SHOW ..ARE TAKEN FROM (BEST � AVAILABLE RECORD INFORMATION BASED ON � CONSTRUCTIO i STORM - 95 36' C01"1'E 131 g UTILITY MAP DOCUMENTS OBTAINED BY FROM CITY & INDEPENDENT AGENCIES AND 0 / ®1 a.,: :., . 2 '` TELEPHONE CULVERT 6_ 8.72' 50.89' MO S4 it X50" CONDITIONS. FIELD EVIDENCE. SHOWN POSITIONS MAY NOT REPRESENT AS-BUI EXISTING -z�84- �- RISER �- 127 13 FLUME DRAINAGE 85 1. DRAINAGE PROPOSED 51 _.�aY EXISTING FLUME EXISTING _ 5. ELECTRICAL CONDUIT FOR PARKING LOT LIGHTING WILL BE SHOWN ON THE ELECTRICAL TELEPHONE ' i TELEPHONE P WER �-- - {- PEDESTAL 284 /c! -r ST ST ST PEDESTALPOWER POLE I SITE PLAN. -�� .. S S PUBLIC UTILITY EASEMENT 6. PAVEMENT DEPTHS: REFER TO SHEET C3 -PAVEMENT PLAN FOR PAVEMENT DEPTHS. •:. • .. . � - EXISTING ATMOS - ' 20 PUBLIC EXISTING 24" d'' GAS RISER UTl EASEMENT 7. LANDSCAPING AND IRRIGATION DESIGN & ANALYSIS WILL BE PROVIDED ON THE LANDSCAPE •` WATER MAIN ` EXISTING 6" ( 81 & 578/339 _ ( IRRIGATION PLANS. EXISTING OVERHEAD '� 589 1& ' .q GAS MAIN E ' I 20' PUBLIC UTILITY O ELECTRICAL t,` _ E- -"""" E _ EASEMENT, 4820/97 8. THE TYPICAL BACK OF CURB RADIUS IS 3.5' UNLESS OTHERWISE NOTED ON THE - T =� ` - 'E - DIMENSIONAL CONTROL PLAN. J T T - T _. i •�-- .. SAS` --------E-----' .'"GAPS = EXISTING 4 W_____�_ � T -- MAIN - ( _ . G ��-G ; . W_�rW W ' 9. THE TOPOGRAPHY SHOWN IS FROM FIELD SURVEY DATA, PREPARED BY KERR SURVEYIN , -: ,., W._._------ EXISTING. LOT 1 R LOT 2 co LICK CREEK I ((0 r ------5 ao 10. THE,11C. x 00 0 -W---W $ 6"SEWER - J LIGHT 5 ) N SUBDIVISION PHASE 1 co I SHOWN ONINTHE YPLAT RECORDED STEM SHOWN ENEVOLON 'S48 0, PG. G971�AND AS MONUMENTEDION THE W EXISTING . EXISTING 10" W PROPOSED NGS A3 STREET S S 5 PPO1�E SEWER MAIN - - SERVICE S_.----- S :. LOT 3 BLOCK 1 GROUND cn ° PROPOSED s___ ____._ 5 g---- s ' I 0.573 acres ( W " „ ELECTRICAL. N 1 SUBJECT PROPERTY IS CURRENTLY ZONED "C -l'. SE__ S _E_ S S S S E W ZONED C-1 , r 11. SERVICE _ - NE Ln N E E_ E ` I � I Q .BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE CITY OF COLLEGE STATIO -17M 12 UNIFIED DEVELOPMENT ORDINANCE. EXISTING 4" (� 25' FRONT SETBACK U PROPOSED ._ � 00 t•ws- i' EXISTING _ PVC ELECT' " w.,.- c� GAS SERVICEu�j Ln L1J 13. NO PORTION OF THIS TRACT IS WITHIN A SPECIAL FLOOD HAZARD AREA ACCORDING T EXISTING WATERLINE CONDUIT I ' ( ( IR ) COMMUNITY PANEL 48041CO201 AIR RELEASE VALVE SEWER • ' .. , ,. ; i � ,' GAS I i rLg� MANHOLE HC ��, =:; ,� z 24' ACCESS `n Q EFFECTIVE DATES FEBRUARY 9, 2000. F M. , I F ' EASEMENT PER 0 PROPOSED I NO �� ,_ „� ;\ PROPOSED ' _ _ - PLAT 9050/253 14. ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FRO :,;- _ -. 6 HIGH sM1, ,.: GAS METI S ,34 56 50 E 63.77 W VIEW OR ISOLATED SO AS NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY 0 WOOD SCREEN 2 ' • FENCE •.; �-�„�:�:,.:-rsr,_. ::,.•: ,-.-:;y _,.:..�-s .:.. _,,:�.....�,,,_.�.., . •• - MEASURED. FROM A POINT {c ;" .•� ".. o FEET ABOVE DISTRICT WTI�ICH SREENING SHAH J BE COORDINATED WITH THE BUILDiN j J PROPOSED I PROPOSED " ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE. H C PROPOSED DOMESTIC PROPOSED 1 1z 20 10 0 20 N m DENTAL OFFICE '; ELECTRIC "'''" 2,831 SF WATER METER WATER SERVICE PROPOSED SIGNS SHALL PERMITTED SEPARATELY IN ACCORDANCE LIDO. METER - %: N 34'56'50" W 63.77 20' HIGH SCALE IN FEET __....; I I. FF - 291.00 I 16.:EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.10 0, K y ( f. z =„ 1 " W W THE LIDO. THE LIGHT SOURCE SHALL NOT PROJECT BELOW AN OPAQUE HOUSING AND N 9 . . " .'M.. PROPOSED AIR }r:; ;" i' r �;;: !: ( °' a - -;, ' ( CONDITIONER �;;•i '�= `' a? FIXTURE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY. FIXTURES WILL BE MOUNTED I ��= I ""'=2; =r''' . • A MANNER PROJECTED CONE OF LIGHT DOES NOT A PROPER LINE. G.E pC�50v0 G ! t a 3 ;.•. ' PROPOSED 119.28' 0 y `` PROPOSED IRRIGATION ELECTRICAL NOTES: `%`�.jg°i WATER METER .. ; QraP` ,t _. ,,:,;.._, SIDEWALK N 34!57'21 W 95.67 „ ( v Q ` G t i_....___ ._... _. _ I I I I VEHICLE LAY P,1. DEVELOPER INSTALLS CONDUITS AS PER CITY SPECS AND DESIGN. y PROPOSED OF HOSE = 82 1.5' PUBLIC UTILITY . 30' LANDSCAPE , 0 �'�ti�0 v .:.. - , r "�1�.�Q'O� EASEMENT,` 4820/97 BUFFER, 3744/49 2. DEVELOPER PROVIDES 30 OF #4 RIGID CONDUIT FOR RISER POLES. DEVELOPER F++ILI+I++IfI+ER+ )It�t+)u+ I p O ADA SIGNAGE OHO G� .. INSTALLS FIRST 10 CITY INSTALLS REMAINDER. RE LMS186 SF I �J �. En CHRISTIAN BROTHERS ; PROPOSED : '• �I 0�O Q.y�� 3. DEVELOPER POURS TRANSFORMER PADS PER CITY SPECS AND DESIGN. 'ADA PARKING LOT 3, BLOCK 1DIMENSIONSAUTOMOTIVE OGINSTALLS . AS PER CTfY SPECS AND DESIGN. {PULL BOXE I I 6 HC ti0 PROVIDED BY CITY.) I I r PROPOSED N PROPOSED 5. DEVELOPER PROVIDES DIGITAL AUTOCAD 2000 VERSION OF PLAT. AND/OR SITE PLAN. IRRIGATION I BIKE RACK y PROPOSED 8.00 ' • ' ,, cs, LL, 6. DEVELOPER PROVIDES LOAD DATA FOR PROJECT. SLEEVES: 6 LF = ' IRRIGATION 2-3" PVC W •; _ > SLEEVES: 6 LF 2 a EXISTING 8 STING " _• LEGEND 2 W BURY � 2-3 PVC 7. ALL EASEMENTS ONSITE ARE EXISTING. ELECTRIC FACILITIES WILL HE DESIGNED WITHIN Y PROPOSED v w It- WATER MAIN „ ADA RAMP 2 BURY ] q= 12 m 0a♦ I W • .. _ I W ACCESSIBLE ROUTE _ _4J PROPOSED p- 1 r. o N CONCRETE PARKING LOT TYP. z w M = 0 z EXISTING DESIGNATED __18.00' 24.0 i 8.00' � � m HYDRANT 18 PARKING . EXISTING to CONCRETE I PARKING LOT CC 4, +�i,,S !s .0 Q 1 ONLY 0 m O��GG O\ry�G♦� I ADA RAMEXISTING % %' NOTES: I PROPOSED 40�0�•� 16.73 % % 3 PROJECT BENCH MARK: „' • I Q Off° 1. THE SIGN SHALL BE 12 WIDE BY FIRE LANE '� / TOP OF HYDRANT • PROPOSED ELEV. = 292.50. 18 IN HEIGHT AND BE MOUNTED I FIRE LANE % % IN THE LOCATION SHOWN. i I : V.`; : .: , : `; SIGN .77 2. SIGN SHALL BE PAINTED ON WHITE I 188 SF 188 SF DETAIL � BACKGROUND WITH SYMBOLS,. "?; • : j ' I / LETTERS, AND BORDER IN RED. RE ' RE owe VEHICLE LA N % PROPOSED EXISTING OSE = 111' - - -. i IRRIGATION CONCRETE 3. SIGN SHALL COMPLY WITH THE OF HOSE I SLEEVES: 30 LF I DRIVE COCS FIRE SERVICE STANDARDS. EXISTING SHARED �~ 39.00' 2-3" PVC EXISTING iI 2 1i' BURY DUMPSTER ENCLOSURE CONCRETE DRIVE THROAT (7" THICK) DEPTHS FIRE LANE SIGN DETAIL NTS 37.64' �E UW FIRE c Fl E LAN RE -FIRE RE UWE TIRE LAME li E _ SITE SPECIFIC NOTES: TI w G ADA R 186 SF EXISTING � _ ADA RAMP 1. THE DEVELOPER OF THE PROPERTY IS. O'DONOVAN BUILDERS. CONCRETE 24' ACCESS EASEMENT PROPOSED I THE SUBJECT PROPERTY IS -LOT 3, BLOCK 1 OF THE LICK PARKING LOT 221 F CONCRETE �, a 3 I CREEK SUBDIVISION PHASE 1. THE PROPERTY IS ZONED C-1, PER PLAT 9050/253 PARKING LOT 60, c� GENERAL COMMERCIAL. Ll 2. - PROPOSED BUILDING A IS 1 STORY, 22'-0" HIGH, 2,831 SF . o EACH END w AND FF=291.00. (� 3. THE STORMWATER RUNOFF FROM THIS DEVELOPMENT WILL BE EXISTING CONCRETE /- RETAINING WALL 15' BUFFER _�/ 30' LANDSCAPE 1j PER UDO BUFFER 3744/49 �l 15' REAR SETBACK LINE *Ve ♦�O 20' PUE 4820/97 EXISTING STREET LIGHT z f 3 DISCHARGED INTO THE SH 6 RIGHT-OF=WAY AND THEN INTO THE 100 -YEAR FLOODPLAIN AND THEN INTO THE NORTH FORK OF LICK CREEK. NO DETENTION : IS PROPOSED FOR THIS' TRACT. 4. DRAINAGE INFORMATION AND DETAILS WILL BE PROVIDED ON THE 72' GRADING AND DRAINAGE DESIGN PLANS. 3 5. THE DEVELOPED AREA FOR THIS PROJECT IS 0.573 ACRES (24,979 SF). 6. THE IRRIGATION SYSTEM MUST BE APPROVED AND INSTALLED PRIOR TO C.O. I-"36 - 7: • ALL PROPOSED SIDEWALKS ON . LOT 3 ARE PRIVATE. ' 8. THERE IS NO FIRE SPRINKLER SYSTEM PROPOSED FOR THIS e - BUILDING. 9. LICK CREEK SUBDIVISION PHASE 1 IS CONSIDERED A` SINGLE L BUILDING PLOT. TRAFFIC IMPACT ANALYSIS IS NOT REQUIRED. X24 11. A KNOX BOX WILL BE REQUIRED FOR THIS BUILDING. 12. IN ACCORDANCE WITH TABLE B105.1 & TABLE C105.1 of THE BIKE RACK DETAIL FIRE • CODE, THE PROPOSED STRUCTURE (2,831' SF. TYPE VB NTS CONSTRUCTION), REQUIRES 1,500 GPM FROM' 1 HYDRANT. HAR LE ENGINEERING COMPANY THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY TEXAS HOARD OF PROFESSIONAL ENGINEERS FIRM REGISTRATION NO. 4538 JOSEPH P. SCHULTZ, P.E., LICENSE 3002 TEXAS AVENUE SOUTH NO. 65889 ON OCTOBER 23, 2009. COLLEGE STATION, TEXAS 77845 RELEASED FOR CONSTRUCTION 979.693.7191 SURVEYED DESIGNED DRAWN- APPROVED JOB NO. DATE KERR JPS EL JPS 09-ODB OCTOBER 2009 JOSEPH P. SCHdLTZ ENGINEERING CO. FIRM{ 4538 -36•-•I A NEW OFFICE BUILDING I FOR CASHION-DENTAL LICK CREEK SUBDIVISION -PHASE 1 LOT 3, BLOCK > COLLEGE STATION, TEXAS EXISTING EASEMENTS. PARKING ANALYSIS 8. DEVELOPER WILL INTERCEPT EXISTING CONDUIT AT DESIGNATED TRANSFORMERS OR OTHE EXISTING DEVICES AND EXTEND AS REQUIRED. REQUIRED PARKING: 9. IF CONDUIT 'DOES NOT EXIST AT 'DESIGNATED TRANSFORMER OR`' OTHER EXISTING DEVICE , 2831 SF OFFICE DEVELOPER WILL FURNISH AND INSTALL CONDUIT AS SHOWN ON CSU ELECTRICAL LAYOUT 1 SPACE PER 200 SF 15 SPACES 15 SPACES REQUIRED TOTAL 1 HANDICAP SPACE REQUIRED I PROPOSED PARKING: LICK C 22 SPACES PARKING 1 SPACE HANDICAP PARKING 23 SPACES TOTAL - SUBDIVISION PHASE 1 VOL. 9098/PG. 233 MAXIMUM (PEAK) 20.7 GPM 1 04 Mi `sio 6" SANITARY SEWER LINE ;allege Stai 9-21 jIL51 -..I.4," 1"- o #4 BARS 0 %" X 18" SMOOTH EXPANSION DOWELS CURB DETAIL TYPICAL SECTION NTS 0 7 BLOCK 1, LOT 3 0.537 ACRES 4050 State Highway 6 South COLLEGE STATION, BRAZOS COUNTY, • TEXAS October, 2009 • OWNER: ENGINEER: Builders JCC Trinity Properties Hcrle Engineering Co. Hills Court 1605 Rock Prairie, Suite 216 3002 Texas Avenue South n, TX 77845 College Station, TX 77845 College Station, TX 717845 4 979-693-8037 (979) 693-7191 F I: .. . AoV n q SATE HIGHWAY NO. 6 PROJECT CO LEG L ,,y: ►At TUN � LOCATION `T SERVICES I -1 PLAT FILED: 0 Ir ❑ +1' +2' SCALE VERTICAL N/A HORIZONTAL 1 "=20' PLOTTING SCALE: 1:20 FILE NAME: 09-ODB-1 CINITY M JOT TO SCA ii m • s � •�� cc,. ILA IL r17 (3) SHUMARD OAK EXISTING CONCRETE WALL%*.%%'.%*TUftF%%� . • . . . . . . . . . . . . 16 PUBLIC UTILITY (10) TEXAS SAGE MEXICAN PLUM EASEMENT, 4821 7 39 LANDSCAPE - BUFFER 3744/49 15' REAR SETBACK LINE (4) CEDAR ELM — L //' �MARK REVISION BY DATE H RLE ENGINEERING COMPANY AT - 1 3009 Burning Oak Dr TEXAS BOARD OF PROFESSIONAL ENGINEERS FIRM REGISTRATION NO. 4538 Austin, Texas 78704 3002 TEXAS AVENUE SOUTH TEL 512.428,6738 COLLEGE STATION, TEXAS 77845 FAX 512.532.0579 979.693.7191 wmiand-Interactivemm SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR ips 09—ODB-1 OCTOBER 2009 FOR C'ASHION DENTAL LICK CREEK SUBDIVISION. -PHASE I LOT- 3 . BLOCK I COLLEGE STATION, TEXAS I SYMBOL SIZE NAME & T*E I QUANTITY POINT VALUE TOTAL POINTS 2.25" CAL LIVE OAK TRE (Quercus virginlai a) CANOPY 225" CAL SHUMARD OAK -REE (Quercus shurne dil) CANOPY 2" CAL CEDAR ELM TIR :.E (Ulmus crasslifol 3) CANOPY 1.25" CAL MEXICAN PLU 14 (Prunus me)(icar i i) NON -CANOPY 1.25" CAL CRAPE MYRTR (Lagerstoomia inc NON-CANOPI 5 GAL TEXAS SAGE (Leucophyliumfrutei cons) 10 SHRUB 5 GAL PAMPAS GRAE 3 (Cortadefla sell os a) SHRUB COMMON BERMUDA TURF - HYD F OSEED OF POINTS PER PROJECT AREA: 24,979 SQUARE FEET OF SIVE AREA 24,979 SF 11,000 = 25.0 25.0 x 30 = 750 POINTS (800) STREETSCAPE- (95.36! 15 00 POINTS = 572-16 POR 11 -125) = 3 CANQff-T—REES AND 2 4:)N-CANOP TOTAL POINTS REQUIRED" TOTAL POINTS PROPOSED: 1,810 POINTS (1,050 P 14TS FROM BUFFER: REQUIRED PF7 MINIMUM OF ONE 1.25 -INCH CALIPER (3)1 NON -CANOPY TREE PER 15 LINEAR FEET OR (10) ONE 5 GALLON SHRUB PER 3 LINEAR FEET 2) (95.67715=7 NON -CANOPY) OR (95.6T/3=32 SHRUBS) 4 150 600 3 150 450 4 BUFFER 4 40 160 2 40 80 3 BUFFER 30 10 300 12 BUFFER 17 10 170 10 BUFFER D (TOT�AL-_1,810 T 1� Mr -r -O CANOPY TREES = 58%) TIDED .25-1 CREPE MYRTLE 5 GALLON PAMPAS GRASS.3 ��#ALLON TEXAS SAGE MINIMUM OF ONE 2 -INCH CALIPER CANOPY (4) 2" C EDAR ELM V' TREE PER 25 LINEAR FEET (95.6r/25=4) GENERAL NOTE: 100% COVERAGE OF GROUNDCOVER, DECO w rIVE PAVING, DECORATIVE ROCK (NOT LOOSE, OR A PERE N 4IAL G 'SS IS REQUIRED IN PARKING LOT ISLANDS, SWALES iWD D INAGE AREAS, THE PARKING LOT SETBACK RIGHTS-( F - WAY, ND ADJACENT PROPERTY DISTURBED DURING C STRUO, IONr NOTE: 1. AN IRRIGATION SYSTEM TO SERVICE At WILL BE INSTALLED BY A CERTIFIED INE CERTIFICATE OF OCCUPANCY IS ISSUEI 2. IRRIGATION SYSTEM MUST BE PROTEG PRESSURE VACUUM BREAKER, A REDU PRINCIPLE BACK FLOW DEVICE, ORA D BACKFLOW DEVICE , AND INSTALLED A. ORDINANCE 2364. 3. ALL BACK FLOW DEVICES MUST BE INS' TESTED UPON INSTALLATION AS PER C 2394. LAND.S'CAiP PLAN BY A 607� �100 SCALE VERTICAL N/A HORIZONTAL 1 $0=203 PLOTTING SCALE: 1:20 FILE 09 -ODB- Ll MEXICAN PLUM (12) TEXAS SAGE (10) PAMPASS GRASS (,Q CRAPE MYTIRLE (1) CRAPEMYTIRLE (9) PAMPASS GRASS % ID (11) TEXAS SAGE (4) LIVE OAK (3) PAMPASS GRASS (6) TEXAS SAGE — J (3) TEXAS SAGE (5) PAMPASS GRASS — �MARK REVISION BY DATE H RLE ENGINEERING COMPANY AT - 1 3009 Burning Oak Dr TEXAS BOARD OF PROFESSIONAL ENGINEERS FIRM REGISTRATION NO. 4538 Austin, Texas 78704 3002 TEXAS AVENUE SOUTH TEL 512.428,6738 COLLEGE STATION, TEXAS 77845 FAX 512.532.0579 979.693.7191 wmiand-Interactivemm SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR ips 09—ODB-1 OCTOBER 2009 FOR C'ASHION DENTAL LICK CREEK SUBDIVISION. -PHASE I LOT- 3 . BLOCK I COLLEGE STATION, TEXAS I SYMBOL SIZE NAME & T*E I QUANTITY POINT VALUE TOTAL POINTS 2.25" CAL LIVE OAK TRE (Quercus virginlai a) CANOPY 225" CAL SHUMARD OAK -REE (Quercus shurne dil) CANOPY 2" CAL CEDAR ELM TIR :.E (Ulmus crasslifol 3) CANOPY 1.25" CAL MEXICAN PLU 14 (Prunus me)(icar i i) NON -CANOPY 1.25" CAL CRAPE MYRTR (Lagerstoomia inc NON-CANOPI 5 GAL TEXAS SAGE (Leucophyliumfrutei cons) 10 SHRUB 5 GAL PAMPAS GRAE 3 (Cortadefla sell os a) SHRUB COMMON BERMUDA TURF - HYD F OSEED OF POINTS PER PROJECT AREA: 24,979 SQUARE FEET OF SIVE AREA 24,979 SF 11,000 = 25.0 25.0 x 30 = 750 POINTS (800) STREETSCAPE- (95.36! 15 00 POINTS = 572-16 POR 11 -125) = 3 CANQff-T—REES AND 2 4:)N-CANOP TOTAL POINTS REQUIRED" TOTAL POINTS PROPOSED: 1,810 POINTS (1,050 P 14TS FROM BUFFER: REQUIRED PF7 MINIMUM OF ONE 1.25 -INCH CALIPER (3)1 NON -CANOPY TREE PER 15 LINEAR FEET OR (10) ONE 5 GALLON SHRUB PER 3 LINEAR FEET 2) (95.67715=7 NON -CANOPY) OR (95.6T/3=32 SHRUBS) 4 150 600 3 150 450 4 BUFFER 4 40 160 2 40 80 3 BUFFER 30 10 300 12 BUFFER 17 10 170 10 BUFFER D (TOT�AL-_1,810 T 1� Mr -r -O CANOPY TREES = 58%) TIDED .25-1 CREPE MYRTLE 5 GALLON PAMPAS GRASS.3 ��#ALLON TEXAS SAGE MINIMUM OF ONE 2 -INCH CALIPER CANOPY (4) 2" C EDAR ELM V' TREE PER 25 LINEAR FEET (95.6r/25=4) GENERAL NOTE: 100% COVERAGE OF GROUNDCOVER, DECO w rIVE PAVING, DECORATIVE ROCK (NOT LOOSE, OR A PERE N 4IAL G 'SS IS REQUIRED IN PARKING LOT ISLANDS, SWALES iWD D INAGE AREAS, THE PARKING LOT SETBACK RIGHTS-( F - WAY, ND ADJACENT PROPERTY DISTURBED DURING C STRUO, IONr NOTE: 1. AN IRRIGATION SYSTEM TO SERVICE At WILL BE INSTALLED BY A CERTIFIED INE CERTIFICATE OF OCCUPANCY IS ISSUEI 2. IRRIGATION SYSTEM MUST BE PROTEG PRESSURE VACUUM BREAKER, A REDU PRINCIPLE BACK FLOW DEVICE, ORA D BACKFLOW DEVICE , AND INSTALLED A. ORDINANCE 2364. 3. ALL BACK FLOW DEVICES MUST BE INS' TESTED UPON INSTALLATION AS PER C 2394. LAND.S'CAiP PLAN BY A 607� �100 SCALE VERTICAL N/A HORIZONTAL 1 $0=203 PLOTTING SCALE: 1:20 FILE 09 -ODB- Ll i GENERAL NOTES: 1. CONTRACTOR IS TO VERIFY THE EXACT LOCATION AND VERTICAL POSITIONING OF EXISTING UTILITIES AND SERVICE LINES WITHIN THE PROJECT AREA, WHETHER SHOWN ON PLANS OR NOT, ANT LEAST 48 HRS. PRIOR TO ANY CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE DONE TO EXISTING FACILITIES. CALL 1-800-DIG-TESS. SH 6 - R.O.W. VARIES 2. ALL RADII AND DISTANCES ARE MEASURED TO THE BACK OF CURB UNLESS OTHERWISE NOTED. SH6 WEST -FRONTAGE RD N VARIABLE WIDTH R.O.W. 20' ELECTRICAL 10' GAS & TELEPHONE (34' WIDE ASPHALT PAVEMENT) EASEMENT, 627/723 EASEMENT 3. ALL SITE WORK IS TO BE DONE IN CONFORMANCE WITH THE BRYAN / COLLEGE STATION 666/309 & 670/397 2009 STANDARD SPECIFICATIONS FOR WATER & SEWER AND THE CITY OF COLLEGE STATION STANDARD SPECIFICATIONS FOR STREETS & DRAINAGE. EXISTING -~- -' �-�5:37: 8• 3'30" E 4. ALL TILITY LINES (WATER, GAS, SANITARY SEWER, G.T.E., STORM SEWER, ETC.) SHOWN �_ -_ tNAT1014 ARE AKEN FROM BEST AVAILABLE RECORD INFORMATION BASED ON CONSTRUCTION EXISTING '-- STORM ___ _- COLLEG _ ' F 6. UTILITY MAP DOCUMENTS OBTAINED BY FROM CITY & INDEPENDENT AGENCIES AND/OR DRAINAGE PROPOSED ~EXISTING CULVERT -__-�- y fib 72 50.89 MON. 1•x00 E ABOVE GROUND FIELD EVIDENCE. SHOWN POSITIONS MAY NOT REPRESENT AS -BUILT _- FLUME :' DRAINAGE TELEPHONE -- S4,' 5 CONDITIONS. EXISTING =` FLUME `z1-285_.�� EXISTING RISER �~ � ` - _. -- 1,271.13' , EXISTING 5. ELECTRICAL CONDUIT FOR PARKING LOT LIGHTING WILL BE SHOWN ON THE ELECTRICAL 283 TELEPHONE '' `�- - - - e'•: PEDESTAL 28` ~4 VPEDESTAL POWER POLE �- - - - ~� SITE PLAN. S ST - ST -- ST --n ST ST --� ^� a PUBLIC 6, PAVEMENT DEPTHS: REFER TO SHEET C3 -PAVEMENT PLAN FOR PAVEMENT DEPTHS. .. " EXISTING ATMOS _ __ _�- UTILITY EASEMENT 20' PUBLIC EXISTING 24" •*' " GAS RISER -� ( UTILITY EASEMENT I 7. LANDSCAPING AND IRRIGATION DESIGN & ANALYSIS WILL BE PROVIDED ON THE LANDSCAPE WATER MAIN EXISTING 6 - - I 589/181 & 578/339 & IRRIGATION PLANS. EXISTING OVERHEAD ' ` GAS MAIN ELECTRICAL 't' {' E ___ --•---E E _� --- I EASEMENTC4820/997 8. THE TYPICAL BACK OF CURB RADIUS IS 3.5' UNLESS OTHERWISE NOTED ON THE T - T --- T ------ j� - T- E-----" GAFS� E EXISTING 4" �� DIMENSIONAL CONTROL PLAN. -E- GAS T ~ �-A��- AS N ---- - w ---w M�� w` I - 9. THE TOPOGRAPHY SHOWN IS FROM FIELD SURVEY DATA, PREPARED BY KERR SURVEYING, G _ w -�- M w------ - EXISTING. W LOT 1 R LOT 2 � LICK CREEK Co CD LLC. W W EXISTING W - PROPOSED SIRE �____g __-�.---•--S - -5 00 ( 10. THE BEARING SYSTEM SHOWN HEREON IS HONORING THE PLAT CALLED BEARINGS AS EXISTING 10" �_ 6" SEWER ------ �- �- ^ S S S ( N SUBDIVISION PHASE 1 SHOWN ON THE PLAT RECORDED IN VOL. 4820, PG. 97 AND AS MONUMENTED ON THE ' POWER SEWER MAIN 8 LIGHT POLE y ---- SERVICE S �_ S S_ ----- S ------ -�" ( LOT 3, BLOCK 1 N I GROUND S S S S S _ S --~ S �Y I ' � 11. SUBJECT PROPERTY IS CURRENTLY ZONED C-1 . -UK0.573 acres I W » E- --- �_E__1--__�E E E E ��_ ( I I �' ZONED C-1 ' 12. BUILDI G SETBACK LINES SHALL BE IN ACCORDANCE WITH THE CITY OF COLLEGE STATION '-- { EXISTING 4" UFT.. 25' FRONT SETBACK LINE cn PROPOSED PVC ELECT. ' d N � ONIFIE� DEVELOPMENT ORDINANCE. "WS EXISTING WATERLINE EXISTING _ CONDUIT AIR RELEASE VALVE SEWER MANHOLE H C _PROPOSED •: CHRISTIAN BROTHERS AUTOMOTIVE Z Z'_ ELECTRICAL SERVICE x HC r Y.: • ` PROPOSED ELECTRIC ' METER + �f G¢0� ��.�`y PROPOSED AIR JGJOp �O�Oq.'"yG CONDITIONER OQ t a �6tK 0\,��9ryr�� G W EXISTING CONCRETE PARKING LOT _ I► PROPOSED I IRRIGATION -300-- EXISTING CONTOUR - MAJOR SLEEVES: T - T - T - EXISTING TELEPHONE LINE - LF S S EXISTING SEWER LINE �6 2-3" PVC W z 2 l¢' BURY GAS EXISTING NATURAL GAS LINE ACCESSIBLE Y V 15 i 0 UE PROPOSED UNDERGROUND ELECTRICAL SERVICE CONDUIT ROUTE W 0 ' Tn w w W in PROPOSED GAS PROPOSED NATURAL GAS LINE -IjE UNE FIRE LAE Fl E LAN RE IANE F1' -r EXISTING 7' T"' CONCRETE 24' ACCESS EASEMENT PARKING LOT PER PLAT 9050/253 EXISTING CONCRETE /- RETAINING WALL 15' BUFFER PER UDO -v I 30' LANDSCAPE BUFFER 3744/49 - APO I- 000 R��''�",� Q.i(O o Ile, 221 SF <I GAS SERVICE I a 00 i' P I LO W 13. NO PORTION OF THIS TRACT IS WITHIN A SPECIAL FLOOD HAZARD AREA ACCORDING TO GAS LO F- THE FLOOD INSURANCE RATE MAP (F.I.R.M.), COMMUNITY PANEL NO. 48041 CO201 D, 24 ACCESS Q EFFECJIVE DATE FEBRUARY 9, 2000. PROPOSEDEASEMENT PER En (D PLAT 9050/253 14. ALL OOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM GAS METER S 34.56'50" E 63.77' W RIGHT-OF-WAY VIEW OR ISOLATED SO A =--- -- - ----- -�' --- -: "•' _= - --__- S NOT TO BE VISIBLE FROM ANY PUBLIC RIGHT OF WAY OR r *.. I _.._. - _ _ ESIO NTIAL .DISTRICT --.WITHIN .150- -OF THE —SUBJECT LOT,=MEASURED._.FROM_ A POINT 5_ Q I I FEET'�,ABOVE GRADE. SUCH SREENING SHALL BE COORDINATED WITH THE BUILDING PROPOSED C PROPOSED - DENTAL OFFICE ��•• ' �' DOMESTIC PROPOSED 1 7¢" \ I A ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED APPEARANCE. 2.a31 SF 0 WATER METER WATER SERVICE 20 10 0 20 m 20' HIGH , • I SCALE IN FEET I N '3,V'56'50" W 63.77' 15. PROPOSED SIGNS SHALL BE PERMITTED SEPARATELY IN ACCORDANCE WITH UDO. i FF -291'00 ° 31;I 16. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.10 OF W W Q, THE LIDO. THE LIGHT SOURCE SHALL NOT PROJECT BELOW AN OPAQUE HOUSING AND NO Q? FIXTU E SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY. FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF LIGHT DOES NOT CROSS ANY PROPERTY PROPOSED LINE. 119.28' EC ICA NOTES: • `'• PROPOSED IRRIGATION SIDEWALK WATER METER - - - - `2 N 34'57'21" W 95.67' I r VEHICLE LAY ' 1 1. DEVELOPER INSTALLS CONDUITS AS PER CITY SPECS AND DESIGN. - --- . _ _._ • . I ( I . I. I OF HOSE = 82' g�P c ••" PROPOSED 4, ?' 15 PUBLIC UTILITY 30' LANDSCAPE (' ADA SIGNAGE ` ,�, G��G,��O EASEMENT, 4820/97 BUFFER, 3744/49 2. IEVELOPER PROVIDES 30OF #4 RIGID CONDUIT FOR RISER POLES. DEVELOPER -o: 186 SF I �C'c,<v�- 114 STALS FIRST 10' CITY INSTALLS REMAINDER. �ADA PARKING WHEEL I "1 I Lgp � LOT 3 , BLOCK 1 - DIMENSIONS 3. ELT PER POURS TRANSFORMER PADS PER CITY SPECS AND DESIGN. STOP G,51c,0p 4. DEVELOPER INSTALLS PULL BOXES AS PER CITY SPECS AND DESIGN. (PULL BOXES 06� HC O �� ROVIDED BY CITY.) PROPOSED z BIKE RACK :' . , •i PROPOSED \-0 Z 5. EVELOPER PROVIDES DIGITAL AUTOCAD 2000 VERSION OF PLAT AND/OR SITE PLAN. W I 8.00' w IRRIGATION (� w ¢ SLEEVES: ¢ 6. CEVELOPER PROVIDES LOAD DATA FOR PROJECT. 6 LF Z ° EXISTING 8" LEGEND7. QEVELOPER PROVIDES TEMPORARY BLANKET EASEMENT FOR CONSTRUCTION PURPOSES. PROPOSED 2-3 PVC WATER MAIN ADA RAMP ST - ST -- EXISTING CULVERT A -300-- EXISTING CONTOUR - MAJOR Iii 2 1z' BURY > _ T - T - T - EXISTING TELEPHONE LINE KERR S S EXISTING SEWER LINE EL E EXISTING OVERHEAD ELECTRICAL LINE a - GAS EXISTING NATURAL GAS LINE ACCESSIBLE EXISTING POWER POLE THE LICK CREEK SUBDIVISION PHASE 1. THE PROPERTY IS w - EXISTING SEWER LINE 0 UE PROPOSED UNDERGROUND ELECTRICAL SERVICE CONDUIT ROUTE BUILDING SETBACK LINE ' Tn w w W PROPOSED GAS PROPOSED NATURAL GAS LINE ® PROPOSED WATER METER 9FH FIRE HYDRANT CONCRETE 9.00 QI 3 HANDICAP RAMP 0 - •Q• HANDICAP PARKING SIGN PARKING LOT TYP. W z 20' PUE PROPOSED SIDEWALK to w IRRIGATION SLEEVES YD BE DISCHARGED INTO THE SH 6 RIGHT-OF-WAY AND THEN �_r ., .•'• PRC U PROPOSED CONCRETE FLUME EXISTING 1)0'24.0 18.00' - - - - - - - - VEHICLE LAY OF HOSE VEHICLE LAY OF HOSE m HYDRANT NORTH FORK OF LICK CREEK. NO DETENTION IS PROPOSED FOR THIS TRACT. sz U) W c I 4. DRAINAGE INFORMATION AND DETAILS WILL BE PROVIDED ON \ cG�O� G w EXISTING ADA RAMP PROJECT BENCH MARK: �y"�� 16.73' TOP OF HYDRANT O�Q�O�AG EL EV. EV. = 292.50 IRRIGATION P SLEEVES: 188 SF 188 SF 30 LF 2-3" PVC iIRFZTiVE-- -FIRE LANE FIRE LA 2, BUR ( EXISTING CONCRETE EXISTING SHARED ' I DRIVE DUMPSTER ENCLOSURE EXISTING 39.00' CONCRETE THROAT DRIVE DEPTHS 37;64' - LA 7:6.4' LANE FIRE LAJ�E _ F1 E N j EXISTING PROPOSED 186 SF ADA RAMP SITE SPECIFIC NOTES: ��, CONCRETE V) PARKING LOT `'6�, 6 ST - ST -- EXISTING CULVERT DRAWN -300-- EXISTING CONTOUR - MAJOR I 1. THE DEVELOPER OF THE PROPERTY IS O'DONOVAN T - T - T - EXISTING TELEPHONE LINE KERR S S EXISTING SEWER LINE EL E EXISTING OVERHEAD ELECTRICAL LINE 09-ODB GAS EXISTING NATURAL GAS LINE EXISTING POWER POLE THE LICK CREEK SUBDIVISION PHASE 1. THE PROPERTY IS w - EXISTING SEWER LINE UE PROPOSED UNDERGROUND ELECTRICAL SERVICE CONDUIT BUILDING SETBACK LINE Bu i �_ PUBLIC UTILITY EASEMENT LINE w PROPOSED SEWER LINE/CLEANOUT GAS PROPOSED NATURAL GAS LINE ® PROPOSED WATER METER 9FH FIRE HYDRANT W PROPOSED WATER SERVICE LINE Station, TX HANDICAP RAMP SF AND FF=291.00. •Q• HANDICAP PARKING SIGN 01EXISTING ELECTRICAL TRANSFORMER 20' PUE PROPOSED SIDEWALK 0 IRRIGATION SLEEVES FLOW DIRECTION BE DISCHARGED INTO THE SH 6 RIGHT-OF-WAY AND THEN �_r ., .•'• PRC U PROPOSED CONCRETE FLUME -MRC LANE EXISTING FIRE LANE - - - - - - - - VEHICLE LAY OF HOSE VEHICLE LAY OF HOSE PARKING LOT `'6�, 6 DESIGNED DRAWN APPROVED I 1. THE DEVELOPER OF THE PROPERTY IS O'DONOVAN DATE KERR JPS EL BUILDERS. THE SUBJECT PROPERTY IS LOT 3, BLOCK 1 OF 09-ODB OCTOBER 2009 APPLICANT: THE LICK CREEK SUBDIVISION PHASE 1. THE PROPERTY IS OWNER: ENGINEER': ZONED C-1, GENERAL COMMERCIAL. Bu i �_ rs Ide JCC Trinity Properties arle Engineering- -CO!C w - 0l�s 14 I Court 1605 Rock Prairie, Suite 216 3002'Texas Avenue _South 2. PROPOSED BUILDING A IS 1 STORY, 22'-0" HIGH, 2,831 College Station, TX 77845 College Station, TX 77845 College Station, TX 77845 SF AND FF=291.00. Q 979-218-5664 20' PUE 3. THE STORMWATER RUNOFF FROM THIS DEVELOPMENT WILL 0 4820/97 BE DISCHARGED INTO THE SH 6 RIGHT-OF-WAY AND THEN 15' REAR SETBACK LINE INTO THE 100 -YEAR FLOODPLAIN AND THEN INTO THE Y w NORTH FORK OF LICK CREEK. NO DETENTION IS PROPOSED FOR THIS TRACT. 0� I 4. DRAINAGE INFORMATION AND DETAILS WILL BE PROVIDED ON I THE GRADING AND DRAINAGE DESIGN PLANS. EXISTING STREET 5. THE DEVELOPED AREA FOR THIS PROJECT IS 0.573 ACRES LIGHT (24,979 SF). EXISTING WOODEN 6. THE IRRIGATION SYSTEM MUST BE APPROVED AND INSTALLED FENCE z PRIOR TO C 0 I��x 7. ALL PROPOSED SIDEWALKS ON LOT 3 ARE PRIVATE. GQ,G�� 5 8. THERE IS NO FIRE SPRINKLER SYSTEM PROPOSED FOR THIS BUILDING. ."9. LICK CREEK SUBDIVISION PHASE 1 IS CONSIDERED A o�1F 0�0 I SINGLE BUILDING PLOT. � Jct do 10. TRAFFIC IMPACT ANALYSIS IS NOT REQUIRED. Imi Lim, I TEXAS BOARD OF PROFESSIONAL ENGINEERS FIRM REGISTRATION NO. 4538 3002 TEXAS AVENUE SOUTH COLLEGE STATION, TEXAS 77845 979.693.7191 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR JPS EL JPS 09-ODB OCTOBER 2009 THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF REVIEW ONLY UNDER THE AUTHORITY OF JOSEPH P. SCHULTZ P.E., LICENSE NO. 65889, ON OCTOBER 6, 2009. IT IS NOT TO BE USED FOR BIDDING OR CONSTRUCTION PURPOSES. 72" 3L X24" BIKE RACK DETAIL NTS --36"--1 A NEW OFFM-l"' BUILDING. FOR CA Sh-ION DENTAL LICK CREEK SUBDIVISION -PHASE 1 LOT 3; BLOCK 1 COLLEGE STATION; TEXAS 8. gEVELOPER PROVIDES EASEMENTS FOR ELECTRIC INFRASTRUCTURE AS INSTALLED FOR PARKING ANALYSIS ELECTRIC LINES (INCLUDING STREET LIGHTING). REQUIRED PARKING: 9. ILL I,.SEMENTS ONSITE ARE EXISTING. ELECTRIC FACILITIES WILL BE DESIGNED WITHIN 2831 SF OF9� ISTI�G EASEMENTS. 1 SPACES 25 ( 10. DEVEL'PER MAY BE RESPONSIBLE FOR LOCATING EASEMENTS ONSITE TO INSURE THAT 12 SPACES ELECTRICAL INFRASTRUCTURE IS INSTALLED WITHIN EASEMENT BOUNDARIES. 12 SPACES REQUIRED TOTAL 1 HANDICAP SPACE REQUIRED PROPOSED PARKING: LICK CREEK 22 SPACES PARKING 1 SPACE HANDICAP PARKING SUBDIVISION 23 SPACES TOTAL - PHASE 1 VOL. 9998/PG. 233 BLOCK 11 LOT 3 UTILIT'.' DEMAND 0.537 ACRES WATER DEMAND Y MINIMUM 0 GPM 4050 State Highway 6 South AVERAGE 1 GPM COLLEGE STATION BRAZOS COUNTY TEXAS MAXIMUM (PEAK) 23 GPM 3/4" DOMESTIC WATER METER SANITARY SEWER DEMAND (0 90% OF WATER DEMAND) AVERAGE 0.9 GPM/1,296 ----,,-GPD - MAXIMUM (PEAK) 20.7 GPM 6" SANITARY SEWER LINE -..t.4" I -rt - o #4 BARS 03/4" X 18" SMOOTH EXPANSION DOWELS CURB DETAIL TYPICAL SECTION NTS STATE HIGHWAY NO. 6 SCALE VERTICAL N/A HORIZONTAL 119=209 PLOTTING SCALE: 1:20 FILE NAME: 09-ODB-1 PROJECT LOCATION VICINITY MAP NOT TO SCALE �I f f (' I October, 2009 APPLICANT: OWNER: ENGINEER': O'Donovanvan Bu i �_ rs Ide JCC Trinity Properties arle Engineering- -CO!C _- - 0l�s 14 I Court 1605 Rock Prairie, Suite 216 3002'Texas Avenue _South College Station, TX 77845 College Station, TX 77845 College Station, TX 77845 979-218-5664 979-693-8037 (979) 693-7191 STATE HIGHWAY NO. 6 SCALE VERTICAL N/A HORIZONTAL 119=209 PLOTTING SCALE: 1:20 FILE NAME: 09-ODB-1 PROJECT LOCATION VICINITY MAP NOT TO SCALE �I