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McFall CHECKED BY: N /A SCALE: V=20' SHEET: 2 of 3 v c m Cn a) • J O O r7, UC/1 a U� o0 U N U W L L O CL W ° `m as U Q Y U W a a) o REVISIONS: None DATE: 5/21/09 JCB NUMBER: DRAWN BY: Joseph A. McFall CHECKED BY: N /A SCALE: V=20' SHEET: 2 of 3 L m a) U� UC/1 a) o_ U 0.0 N .O > E O .0 : U Q Y U W a a) o 1 m o U CL co CL LO U 0 O J J REVISIONS: None DATE: 5/21/09 JCB NUMBER: DRAWN BY: Joseph A. McFall CHECKED BY: N /A SCALE: V=20' SHEET: 2 of 3 O O O N m N 0 � a) a7 i C_ w p J O 0 w a m J U tY H 65 N w w w � n n n 0) 0 O � a) m � N y w pd w q) C r 0. U a) to ?� H in in Z ,Q W o 0 O) O � a) d O twit c w O a7 J m y w a a) J w w O V '22 w to m m n n n v m o c m Lq o ui r; w c to w C O wp CL J w p O > U J m w a) o > o C O � J C Y N a) U a7 m IJ aaa M m O O Q) v '- c m w C w O p O- E w J w O O Q U m -0 N 30 > O C .`O.. 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J E w m O O U J m w c o > p C � � J C U (a m LL oLr) C) ti 'IT Q) X r— LO v� LinCr m � .0 -a m LL m = � LL _ U N LL U LLm 04 C) i 011 y Ito +e <, 10 o 0,0 o 000 8 0 i 00 m m zC O .s a C) N C W r° tri F U W 5 Lu Z: Cl) z a c ❑ U a a a a a a a a cq QO N (b O O m Q O V u tm0 m W P') O W O N (O O V O n m E m co E CL aa)) E vii N m O) O N j N w w N j a C w c w 0 w w w O c a p� J O J O J J C a) - a G a) C J J ww O a) m 3 N C m O C m > G ❑ a5 a C O> 'C 2 Z J LL W UJ F- w 2 N > C > N w oLr) C) ti 'IT Q) X r— LO v� LinCr m � .0 -a m LL m = � LL _ U N LL U LLm 04 C) i 011 y Ito +e <, 10 o 0,0 o 000 8 0 i 00 m m zC O .s a C) N C W r° tri F U W 5 Lu Z: Cl) z a c ❑ U aaaaaaaa a a a a a a a aD uJN N I- O O Vo Q O V w M to `- (D [O W m V C� u) tD O n N O V O N 'J fl_ M E a) co a � aci E N w CL N o y N w w N 3p' a C w a) c J 0 w O N a a p\ G N O J O J J O a) w N _ N co _ to p) Y m 11 N y C > O C > C 3 C N 'C 2 u- W" C 51 w m C'C > C > N w oLr) C) ti 'IT Q) X r— LO v� LinCr m � .0 -a m LL m = � LL _ U N LL U LLm 04 C) i 011 y Ito +e <, 10 o 0,0 o 000 8 0 i 00 m m zC O .s a C) N C W r° tri F U W 5 Lu Z: Cl) z L N c ❑ U aaaaaaaa U to m N 0_ ❑ m m N <t O O O Q O LO u� tP t O t0 O W m n O N CP O n Cl) O V O t7 to co E CL ac) E o y � O � N 7 � r Q a w J O m 11 N y C O J �p w � y❑ 3 m C _ C'C > C > N w p > J LL W U f- a' N2 oLr) C) ti 'IT Q) X r— LO v� LinCr m � .0 -a m LL m = � LL _ U N LL U LLm 04 C) i 011 y Ito +e <, 10 o 0,0 o 000 8 0 i 00 m m zC O .s a C) N C W r° tri F U W 5 Lu Z: Cl) z REVISIONS: None DATE: 5/21/09 JOB NUMBER: DRAWN BY: Joseph A. McFall CHECKED BY: N/A SCALE: V=20' SHEET: _7 3 of 3 L N c ❑ U U to m N 0_ ❑ N O O > E O H ❑ U) U Q Y U W -0 N O V In O OL V O D_ J J REVISIONS: None DATE: 5/21/09 JOB NUMBER: DRAWN BY: Joseph A. McFall CHECKED BY: N/A SCALE: V=20' SHEET: _7 3 of 3 I EXISTING CONCRETE -\,l WALL 11 15' PUBLIC UTILITY EASEMENT, 4820/97 30' LANDSCAPE BUFFER, ER, 3744/49 EXIST] G WOODEN ENCE 1 1 I J i I ] m f J! I � t I ! I LICK CREEK I SUBDIVISION PHASE 1 LOT 1 R, BLOCK 1 ] Jm I t I (10) PAMPA 3 GRAS { I c " 1 IRRIGATION METER HJ. i I 1 LIVE OAK PAMPAS GRASS (2) PAMPAS GRASS I (3) TEXAS SAGE SHUMARD OAK l s � PROPOSED 1 MASONRY I SCREEN WALL ( a I c I y LICK CREEK -� SUBDIVISION PHASE 1 I LOT 3, BLOCK 1 I� mI p 1 f I ! I < rn 20 10 0 20 I SCALE IN FEET 1 I I l f t GAS GAS-�-•-•----GAS GAS GAS _ G GAS _ GAS _GAS GAS_ _ GAS _ GAS GAS _ GAS GAS GAS AS -- c �; �c arc, �� r fir.' °' / r• r 77 UE - ___ UE:— �. • . ♦ • . . .;4«.. ya sv� UE UE UE UE UE 4) TEXAS SAGE >, ; _��• .• , ' NINE IN }•••w ISSUED FOR REVIEW��• 2.25" CAL ". 3 ••� CEDARELM s 0 PROPOSED (Quercus shumardii) `.', .' .' �'.' A � CANOPY AUTOMOTIVE 2" CAL . { (3) PAMPAS GRASS BUFFER SERVICE CENTER (Uimus crassifolla) _ _ CANOPY 1.25" CAL MEXICAN PLUM 2 *~sff 80 (Prunus mexicana) I� ♦'' • CRAPE MYRTLE 22' HIGH oa - CRAPE MYRTLE) 4 BUFFER -' - CEDAR ELM (Lagerstoemia indica) rn NON -CANOPY SHUMARD OAK • �Q 5 GAL TEXAS SAGE • 19 10 190 3 TEXAS SAGE"' ;.� 14 •': ' _ - • . . y 1 BUFFER • • : - J a CRAPE MYRTLE r� �y 5 GAL +.' I 4 l -' . 10 200 '• . -' • SHRUB 6 MEXICAN PLUM BUFFER COMMON BERMUDA TURF - HYDROSEED OR SOD • ,. ;;:„•.. , >+.• TOTAL: 1670 POINTS PER PROJECT AREA: .. ..•' CEDAR ELM .'•*' 34,686 SF / 1,000 = 30.6 Y• 'H ..•'• .�?,«••:;•• 30.6 x 30 = 921 POINTS 'o� m STREETSCAPE: (119.61' / 50) x 300 POINTS = 718 POINTS (119.61'/ 25) = 4 CANOPY TREES AND 2 NON -CANOPY TREES N • n (3) TEXAS SAGE BUFFER: REQUIRED PROVIDED C R w '- -- NON -CANOPY TREE PER 15 LINEAR FEET OR LL (6) 5 GALLON PAMPAS GRASS ONE 5 GALLON SHRUB PER 3 LINEAR FEET (14) 5 GALLON TEXAS SAGE (119.3'/15=7.95) MINIMUM OF ONE 2 -INCH CALIPER CANOPY * • •'RAPS MYRTLE TREE PER 25 LINEAR FEET (119.3-125=4.8) (7) TEXAS SAGE • (3) TEXAS SAGE-- - ♦ • + • SHUMARD OAK •' �' CEDAR ELM (2) PAMPAS GRASS (3) PAMPAS GRASS • ` _ t LIVE OAK (3) TEXAS SAGE (4) TEXAS SAG I� • • - (3) PAMPAS GRASS . . , .LIVE '.'.'•' OAK IVE OAK LIV OAK r « C MYRT - • . �••-�•�• '• .'• ' CAN MEXICAN PLUM •','.'«' .' CEDAR ELM « _a • (4) TEXAS SAGE • `+ PAMPAS GRASS (2) PAMPAS GRASS I (3) TEXAS SAGE SHUMARD OAK l s � PROPOSED 1 MASONRY I SCREEN WALL ( a I c I y LICK CREEK -� SUBDIVISION PHASE 1 I LOT 3, BLOCK 1 I� mI p 1 f I ! I < rn 20 10 0 20 I SCALE IN FEET 1 I I l f t GAS GAS-�-•-•----GAS GAS GAS _ G GAS _ GAS _GAS GAS_ _ GAS _ GAS GAS _ GAS GAS GAS AS -- c �; �c arc, �� r fir.' °' / r• r 77 uE UE - ___ UE:— UE UE UE UE UE UE UE UE UE JULY 2009 CANOPY NINE IN ISSUED FOR REVIEW��• 2.25" CAL SHUMARD OAK TREE 3 uE UE - ___ UE:— UE UE UE UE UE UE UE UE UE JULY 2009 CANOPY 2.25" CAL SHUMARD OAK TREE 3 150 450 0 (Quercus shumardii) CANOPY 2" CAL CEDAR ELM TREE 5 BUFFER (Uimus crassifolla) _ CANOPY 1.25" CAL MEXICAN PLUM 2 40 80 (Prunus mexicana) I� NON -CANOPY oa 1.25" CAL CRAPE MYRTLE) 4 BUFFER (Lagerstoemia indica) rn NON -CANOPY �Q 5 GAL TEXAS SAGE 19 10 190 (Leucophyliumfrutescens) 14 SHRUB 1 BUFFER J �y 5 GAL PAMPAS GRASS 4 l HARLE ENGINEERING COMPANY TEXAS BOARD OF PROFESSIONAL ENGINEERS FIRM REGISTRATION NO. 4538 3002 TEXAS AVENUE SOUTH COLLEGE STATION, TEXAS 77845 979.893.7191 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR 750 JPS 09 -MMD -1 JULY 2009 (� SIZE NAME & TYPE QUANTITY POINT VALUE TOTAL POINTS I SYMBOL _ 0 2.25" CAL LIVE OAK TREE 5 150 750 (Quercus virginiana) CANOPY 2.25" CAL SHUMARD OAK TREE 3 150 450 0 (Quercus shumardii) CANOPY 2" CAL CEDAR ELM TREE 5 BUFFER (Uimus crassifolla) _ CANOPY 1.25" CAL MEXICAN PLUM 2 40 80 (Prunus mexicana) NON -CANOPY oa 1.25" CAL CRAPE MYRTLE) 4 BUFFER (Lagerstoemia indica) NON -CANOPY �Q 5 GAL TEXAS SAGE 19 10 190 (Leucophyliumfrutescens) 14 SHRUB BUFFER J �y 5 GAL PAMPAS GRASS 20 10 200 (Cortaderia selloana) SHRUB 6 BUFFER COMMON BERMUDA TURF - HYDROSEED OR SOD TOTAL: 1670 POINTS PER PROJECT AREA: 30,686 SQUARE FEET OF SITE AREA 34,686 SF / 1,000 = 30.6 30.6 x 30 = 921 POINTS STREETSCAPE: (119.61' / 50) x 300 POINTS = 718 POINTS (119.61'/ 25) = 4 CANOPY TREES AND 2 NON -CANOPY TREES TOTAL POINTS REQUIRED: 1,639 POINTS TOTAL POINTS PROPOSED: 1,670 POINTS (1,200 POINTS FROM CANOPY TREES = 73%) BUFFER: REQUIRED PROVIDED C R {)3 EPF__MYRTLE -- NON -CANOPY TREE PER 15 LINEAR FEET OR LL (6) 5 GALLON PAMPAS GRASS ONE 5 GALLON SHRUB PER 3 LINEAR FEET (14) 5 GALLON TEXAS SAGE (119.3'/15=7.95) MINIMUM OF ONE 2 -INCH CALIPER CANOPY {5} 2" CEDAR ELM TREE PER 25 LINEAR FEET (119.3-125=4.8) GENERAL NOTE 100% COVERAGE OF GROUNDCOVER, DECORATiVE PAVING, DECORATIVE ROCK ( NOT LOOSE, ORA 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. NOTE: 1. AN IRRIGATION SYSTEM TO SERVICE ALL NEW PLANTINGS WILL BE INSTALLED BY A CERTIFIED INSTALLER BEFORE A CERTIFICATE OF OCCUPANCY IS ISSUED. 2. IRRIGATION SYSTEM MUST BE PROTECTED BY EITHER A PRESSURE VACUUM BREAKER, A REDUCED PRESSURE PRINCIPLE BACK FLOW DEVICE, OR A DOUBLE-CHECK BACK FLOW DEVICE, AND INSTALLED AS PER CITY ORDINANCE 2394. 3. ALL BACK FLOW DEVICES MUST BE INSTALLED AND TESTED UPON INSTALLATION AS PER CITY ORDINANCE 2394. CHRISTIAN BROTHERS A U TOM i TI VE LICK CREEK SUBDIVISION — PHASE 1 LOTS IR, 2 AND 3 , BLOCK 1 COLLECE STATION, TEXAS REVIEWED FOR COM LI.iE JUL 14 2009 CULLr_UL 6 1 A I !ON DEVELOPMENT S RVICES j PLAT FILED: 4 L LAND PLZI' Planning File CopY� SCALE VERTICAL N/A HORIZONTAL 1 "=20' PLOTTING SCALE: 1:20 FILE NAME: 09• -MMD -7-L1 Zrid Reuie•> 1-'4 `60% ®J 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, AT LEAST S H 6 - R.O.W. VARIES 48 HRS. PRIOR TO ANY CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE DONE TO EXISTING FACILITIES. CALL 1-800-DIG-7ESS. 20' ELECTRICAL 2. ALL RADII AND DISTANCES ARE MEASURED TO THE BACK OF CURB SCREEN WALL EASEMENT, 627/723 EASEMENT & TELEPHONE UNLESS OTHERWISE NOTED (6' HIGH MIN.) 666/309 & 670/397 3. ALL SiTE WORK IS TO BE DONE IN CONFORMANCE WITH THE BRYAN NOTE: CURB / COLLEGE STATION 2008 STANDARD SPECIFICATIONS FOR WATER & SEWER AND THE CITY OF COLLEGE STATION STANDARD DUMPSTER PAD SHALL SPECIFICATIONS FOR STREETS & DRAINAGE. BE 6" MIN. THICKNESS t , `- `j- 'Q S 3$'3 E ~, Co11_E� 5 BEAR 4. ALL UTILITY LINES (WATER, GAS, SANITARY SEWER, G.T.E., STORM CONCRETE PAVEMENT 29$.62 6$.72 5(} gg 9J6 MDN' #•95()-.r } SEWER, ETC. SHOWN ARE TAKEN FROM BEST AVAILABLE RECORD WITH #4 BARS, 18" .,; .' t 12 '.• - S4 �1INFORMATION BASED ON CONSTRUCTION UTILITY MAP DOCUMENTS O.C.E.W., CENTERED • .i4 • : • T- �- ( 27 1.131 OBTAINED BY FROM CITY &INDEPENDENT AGENCIES AND/OR ABOVE GROUND FIELD EVIDENCE. SHOWN POSITIONS MAY NOT WITHIN THE PAVEMENTI ..f ..�12 ';. L-�-------- -�_ REPRESENT AS -BURT CONDITIONS. THICKNESS. ,., a _-_' • I5. ELECTRICAL -CONDUIT FOR PARKING LOT UGH11NG WILL BE SHOWN PROPOSED PUBLIC I ON THE ELECTRICAL SITE PLAN. • UTILITY EASEMENT 20' PUBLIC ;• ''••• UTILITY EASEMENT 6. PAVEMENT DEPTHS: REFER TO SHEET C3 -PAVEMENT PLAN FOR 30 15 0 34 1 589/181 & 578/339 PAVEMENT DEPTHS. 20' PUBLIC UTILITY 7. LANDSCAPING AND IRRIGATION DESIGN & ANALYSIS WiLL BE DETAIL A: SCALE IN FEET EASEMENT, 4820/97 i O PROVIDED ON THE LANDSCAPE & IRRIGATION PLANS. DUMPSTER ENCLOSURE I LICK CREEK S. THE TYPICAL BACK OF CURB RADIUS IS 3.5' UNLESS OTHERWISE NTS SUBDIVISION PHASE 1 NOTED ON THE DIMENSIONAL CONTROL PLAN. STATE H I C H WAY N 0 . 6 I I LOT 1 R to LOT 3 9. THE TOPOGRAPHY SHOWN IS FROM FIELD SURVEY DATA, PREPARED 'to LOT 2, BLOCK 1 to 06 BY KERR SURVEYING, LLC. 06 0.704 acres to � VARIABLE WiDTH R.O.W. I to ZONED C-1 N ( V10. THE_BEARING SYSTEM SHOWN HEREON IS HONORING --THE PLAT N _ CAI1 ED BEARINGS AS SHOWN ON THE PLAT RECQRDED 1N VOL. �W 4820, PG. 97 AND AS MONUMENTED ON THE GROUND i LU! I > 11. SUBJECT PROPERTY IS CURRENTLY ZONED "C-1". SH6 WEST FRONTAGE ROADC14 ry (N p 12. BUILDING SETBACK ONES SHALL BE IN ACCORDANCE WITH THE 0 34' ASPHALT PAVEMENT I a0 CITY OF COLLEGE STATION UNIFIED DEVELOPMENT ORDINANCE. 'n W , � � � �. � 13. NO PORTION OF THIS TRACT IS WITHIN A SPECIAL FLOOD HAZARD Existing b 24' ACCESS to <[ AREA ACCORDING TO THE FLOOD INSURANCE RATE MAP (F.I.R.M.), Tele hone �- - Z EASEMENT PER Z (n O COMMUNITY PANEL N0. 48041CO201 D, EFFECTIVE DATE FEBRUARY Existing Riser - I I PLAT 9050/253 1 9, 2000. �}- sr -- Sr ._,_,•• sr aI t Telephone Existing S 3q56'50" E 290.94' i ( W 14. ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL' Atmos Gas _.. _.._ ..� E- a as - -- - ' ' - ' ' J BE SCREENED FROM MEW OR ISOLATED SO AS NOT TO BE VISIBLE �- Pipeline Riser Existing o 0 Existing %•� � �,. � .-... � sr ---�] F- Power � � FROM ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WiTHIN Existin " ss - 0 O , Power Pole EXISTING Waterline Existing ve da „:; Pole 150 OF THE SUBJECT LOT, MEASURED FROM A POINT 5 FEET DRIVEWAY Existing 6 � � i 0 ABOVE GRADE. SUCH SREENING SHALL BE COORDINATED WITH THE -- Gas Line Existing , Existin - ---- -` • . N N .. - .. _ .. _ .. _ .. m BUILDING ARCHITECTURE AND SCALE TO MAINTAIN A UNIFIED Telephone Pole '�. ewer - - - - - - T - - T e T - T - T ='i= z T - Line Water] Air - - - E E E ___ N 34 56 50 W 290.95 APPEARANCE. ,' " r cas E-- E E �T T - T .-- T 7 •- T - T - T T .T - Release �„ �, T = � T T� E__ _ �rc+a E w._-.--_ ( 15. PROPOSED SIGNS SHALL BE PERMITTED SEPARATELY IN _ r T -- T __._ -r V - T ='T i`�- -- w w• -_--•-••--w-" -'_ .--_ - 1 ACCORDANCE WiTH UDO. w w w w w w -__` ---e--- - E- -- - cas -----'w-�� _____ - o w w --------w w ---- --" --S --- ( 0 � I 16. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS -Existing B" Conduits w w w w roposed 5 w w w ,.-- ---- -`-S _____ - --1 OF SECTION 7.10 OF THE UDO. THE LIGHT SOURCE SHALL NOT ___ u"" - s s W Exis�ing Proposed 4" Sanitary J "` - PROJECT BELOW AN OPAQUE HOUSING AND NO FIXTURE SHALL UE uEs ---- uE u uE VG Eiec#. S � ��_ y _ _ _ -s s" "- "S Ex to --~' 419.56' „ , 95,67' DIRECTLY PROJECT LIGHT HORIZONTALLY. FIXTURES WILL BE -taN E"�E---s------6 Conduits S_y--s--- �_ St eet _ _ _ _ _ N 34 57 21 W 1 19.28 MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF I' a w- -";� �- E_SUE uE uE- �- L ht ( - LIGHT DOES NOT CROSS ANY PROPERTY LiNE. i e K_a w-4Fryilralrt 25' FROM SETBAC ci I 15' PUBLIC UTILITY 30' LANDSCAPE ELECTRICAL NOTES: _ r -- --_ - ©(ISTI e 1 �" 22' Parking'(' HC 9.00, h I Existing 4" EASEMENT, 4820/97 BUFFER, 3744/49 1. DEVELOPER INSTALLS CONDUITS AS PER CITY SPECS AND DESIGN. TRANSFORMER W' - I PUBLC UTILITY t Pro Proposed 4" Proposed .Setback Gas line BRIDLE GATE .-�'�EXISTING Meters # q 2. DEVELOPER PROVIDES 30. OF #4 RIGID CONDUIT FOR RISER POLES. CONCRETE EASEMENT PER ,1 Wuteirline Water . ., ! i ,� ESTATES, LOT 2, BLOCK 1 - DIMENSIONS DEVELOPER INSTALLS FIRST 10' CITY INSTALLS REMAINDER. P T 9050/253 I PHASE S O N E ,N,.6 •"" PAVEMENT I t Air d (D i.E ?: T Hg.00, - 3. DEVELOPER POURS TRANSFORMER PADS PER CITY SPECS AND ILOT A 5; " • � v X24. 3 I 1 Propose y;. ':.t,:: I W BLOCK 1, 4. DEVELOPER INSTALLS PULL BOXES AS PER CITY SPECS AND Natural as ; I I 1 I PLAT, 3744/49 DESIGN. (PULL BOXES PROVIDED BY CITY.) PROPOSED T z ZONED C-1 LEGEND 5. DEVELOPER PROVIDES DIGITAL AUTOCAO 2000 VERSION OF PLAT I AND/OR SITE PLAN. 24' ACC E S P posed - PARK NG LOT LICK CREEK ( e w 3 ••• S' ---- Sr - "sr --- EXISTING CULVERT I' lectrica] - PR m = Ld 300 EXISTING CONTOUR - MAJOR PARKING ANALYSIS UTILITY DEMAND 6. DEVELOPER PROVIDES LOAD DATA FOR PROJECT. P LAT 9050/2 R Meter AU E SUBDIVISION PHASE 11 W I - T- T- T- T- T- EXISTING TELEPHONE UNE REQUIRED PARKING: WATER DEMAND I! l ( GPM t I ( CK ) d Q J -s ---u EXISTING SEWER LINE 973 SF OFFICE AVERAGE 1 GPM 7. DEVELOPER PROVIDES CONSTRUCTION PURPOSS TEMPORARY BLANKET EASEMENT FOR i -E-E- EXISTING OVERHEAD ELECTRICAL UNE 1 SPACE PER 250 SF MAXIMUM (PEAK) 26 GPM NT R W 0.5731C I 4 SPACES B. DEVELOPER PROVIDES EASEMENTS FOR ELECTRIC INFRASTRUCTURE LICK CREEK z (D ^ a EXISTING NATURAL GAS UNE 3,948 SF MOTOR VEHICLE SERVICE OFFICE 3/4' DOMESTIC WATER METER 0 N I PHASE Q AS INSTALLED FOR ELECTRIC ONES (INCLUDING STREET LIGHTING). -1- �1 Y O = () EXISTING POWER POLE 1 SPACE PER 200 SF SANITARY SEWER DEMAND O I 1 R. LOCK 2 ZONED C-'1 0s iJ- w / w EXISTING SEWER LINE 20 SPACES (0 90% OF WATER DEMAND} 9. ALL EASEMENTS ONSITE ARE EXISTING. ELECTRIC FACILITIES WILL � .. ..� F C/? Existing 8 _ e_i^ an _- _. _ BE DESIGNED WITHIN EXISTING EASEMENTS. _ _ _ __._ 4 SPACES REQUIRED TOTAL P 1 fi G _. _ - = - _ _ e hre u - _ .Yat rl .�,G.. ��!�- _ : DIT ..a-.�..2 _ _ _ _ l0 Ci3ND ,_ UE R ELECTR El�(CE` _ RO'OS�D"`UNDERG AL7N6 - HANDICAP SPADE REQUIRED-_- MAXIMUM PEAK 23.4 GPM Q _ 1` HAN_,.,:, (PEAK) 10. DEVELOPER MAY BE RESPONSIBLE FOR LOCATING EASEMENTS I ED Q-1 'C 101' 'o I aD ' 1 BUILDING SETBACK LINE 6" SANITARY SEWER LINE'' ONSITE TO INSURE THAT ELECTRICAL INFRASTRUCTURE IS INSTALLED N/F 15 A 20' PUBLIC UTILITY ( �- tY} 1 PROPOSED PARKING: i WITHIN EASEMENT BOUNDARIES. T III T EXISTING CONCRETE WALLI I I T 15' REAR SETBACK LINE M 3 /I T T i EXISTING DRIVEWAY Fire PUBLIC UTILITY EASEMENT LINE 25 SPACES PARKING s -s " PROPOSED SEWER LINE/CLEANOUT 2 SPACE HANDICAP PARKING oxs PROPOSED NATURAL GAS LINE 27 SPACES TOTAL M EN LUMPEEEASEMENT, ;SUBDIVISION - PHASE 1 gFH FIRE HYDRANT 4820/97 I BLOCK 1, LUT 2 I I w-4 PROPOSED WATER LINE 24.00' 19.001-I HANDICAP RAMP I TEXAS I I DEVELOPER; OWNER: X21.46 Main Christian Brothers Stephen E. Lumpee Harle Engineering Co. EXISTING ELECTRICAL WRIdW LLC 1419 Harpers Ferry Road Drive, 3002 Texas Avenue South 1212 Corporate Suits 500 i I PROPOSED SIDEWALK Irving, Texas 75038 o ( ) 693--7191 �- AGGIELANDI EXISTINGi 75' SIDE T Air IRRIGATION SLEEVES Masonry FITNESS DOME I NCRETE� SETBACK -� FLOW DIRECTION Ca ressor 7 Screen Wall; T (9' TALL) ` I PAVEME C3 PZWIRED 184 F (Sc erred & PROPOSED CONCRETE FLI ME I1 Pr osed nclosed) 13 +2' 1 0 `a Bi le E- 13.00' I R. „' ' Ra See Detail A R25.00'` NOT fie".'..._ #¢ I T VEHICULAR LAY OF HOSE o 207 This Page 25' Min 232 SFr e. .; y�',` T T SF �J Throat �l 13.57' T Depth EXISTING VLH - 225 PROPOSED PROPOSED I t CONCRETE 23.50' CONCRETE T DRIVEWAY & 24.OD' CONCRETE DRIVEWAY ' PAVEMENT T PARKING T 595 SF 9,G0' 19.00 T 1 T T iS B , R2�` T III T EXISTING CONCRETE WALLI I I T 15' REAR SETBACK LINE M 3 /I T T i EXISTING DRIVEWAY Fire PUBLIC UTILITY EASEMENT LINE 25 SPACES PARKING s -s " PROPOSED SEWER LINE/CLEANOUT 2 SPACE HANDICAP PARKING oxs PROPOSED NATURAL GAS LINE 27 SPACES TOTAL 0LIA Exieet L - - - - - Street SITE SPECIFIC NOTES: 15' BUFFER PER LIDOLightJUL 1 4 2009 30 LANDSCAPE � 1. THE DEVELOPER OF THE PROPERTY IS MAW CHRISTIAN BROTHS S I I BRIDLE GATE E S AT E S , PHASE 0 N E I BUFFER, 3744/49 DEVELOPMENT, LLC. THE SUBJECT PROPERTY IS LOT TY CK IS OF THE LICK CREEK SUBDIVISION PHASE 1. THE PROPERTY RTY 15 ZONED C-1, GENERAL COMMERCIAL COhL NbftEl �-I BLOCK 2 t-- PLAT, 3744/49 Existing I 2. PROPOSED BUILDING A IS 1 STORY, 22'-0" HIGH, 4,921 SF A 20' PUBLIC UTILITY I ZONED R-6 Fence FF=29t.QQ, EASEMENT, 3744/49 Z 3. THE STORMWATER RUNOFF FROM THIS DEVELOPMENT WILL BE 5 -OF-WAY AND THEN INTO THE 4 `� 2 11ISCHARGED INTO THE SH 6 00 YEAR FLOODPLAIN AND THEN TINTO THE NORTH FORK OF LICK N/F N/F N/F N/F N/F' CREEK. NO DETENTION 1S PROPOSED FOR THIS TRACT. 1 ( MICHAEL GREEN CAROLYN CHASE JOSEPH PEREZ SYLVESTER & DORIS CALHOUN HUGO GONZALEZi 4. DRAINAGE INFORMATION AND DETAILS WILL BE PROVIDED ON THE I I I &"``BRANDY BAILEY I I I _.. GRADING AND DRAINAGE DESIGN -PLANS. S. THE DEVELOPED AREA FOR THIS PROJECT IS 0.704 ACRES (30,686 SF). 6. THE IRRIGATION SYSTEM MUST BE APPROVED AND INSTALLED PRIOR TO C.Q. I I I I 7. ALL PROPOSED SIDEWALKS ON LOT 2 ARE PRIVATE. I I i 8. TH ENI NO FIRE SPRINKLER SYSTEM PROPOSED FOR THIS 9. LICK CREEK SUBDIVISION PHASE 1 IS CONSIDERED A SINGLE o#4 BARS I BUILDING PLOT. 0%" X 16" SMOOTH EXPANSION DOWELS 10. TRAFFIC IMPACT ANALYSIS IS NOT REQUIRED. T� \ t .9" 35' �24,\ �• ! B YCLE RACK DETAIL NTS 0 ISSUED FOR REVIEW JPS 7-1-2009 MARK REVISION BY DATE HARLE ENGINEERING COMPANY THE SEAL APPEARING ON THIS TEXAS BOARD OF PROFESSIONAL ENGHNEERS FIRM REGISTRATION NO. 4538 DOCUMENT WAS AUTHORIZED BY 3002 TEXAS AVENUE SOUTH JOSEPH P. SCHULTZ, P.E., LICENSE NO. 65889 ON JULY 1, 2009. COLLEGE STATION, TEXAS 778€5 979.693.7191 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR JPS JPS JPS 09 -MMD -1 JULY 2009 (t,�'OF �omgENO k.................... JOSEPH P. SCHULTIZ NAL �X,- I/ � / 0 FIRM #4538 AUTOMOTIVE LICK CREEK SUBDIVISION -PHASE 1 LOTS >R, 2 AND 3 BLOCK 1 COLLEGE STATION, TEXAS CURB DETAIL TYPICAL SECTION NTS M PROPOSED WATER METER ;SUBDIVISION - PHASE 1 gFH FIRE HYDRANT BLOCK 1, LUT 2 w-4 PROPOSED WATER LINE 4050 State Highway 6 South �.°,�.• HANDICAP RAMP COLLEGE STATION, BRAZOS COUNTY, TEXAS " HANDICAP PARKING SIGN DEVELOPER; OWNER: ENGINEER: Main Christian Brothers Stephen E. Lumpee Harle Engineering Co. EXISTING ELECTRICAL WRIdW LLC 1419 Harpers Ferry Road Drive, 3002 Texas Avenue South 1212 Corporate Suits 500 College Station, TX 77845 PROPOSED SIDEWALK Irving, Texas 75038 ELE•�IVrA71O"N " ( ) 693--7191 CE� ! R IRRIGATION SLEEVES -� FLOW DIRECTION 7 t. C3 PZWIRED PROPOSED CONCRETE FLI ME CJ +11. 13 +2' PROPOSED BRICK PAVER 0 +3' 0 . A 1 fT '7�'"4�' 1--3 "-4-1 --•x ---- FIRE LANE NOT fie".'..._ #¢ --- -- } ---- s VLH -225' VEHICULAR LAY OF HOSE ..:.: 0LIA Exieet L - - - - - Street SITE SPECIFIC NOTES: 15' BUFFER PER LIDOLightJUL 1 4 2009 30 LANDSCAPE � 1. THE DEVELOPER OF THE PROPERTY IS MAW CHRISTIAN BROTHS S I I BRIDLE GATE E S AT E S , PHASE 0 N E I BUFFER, 3744/49 DEVELOPMENT, LLC. THE SUBJECT PROPERTY IS LOT TY CK IS OF THE LICK CREEK SUBDIVISION PHASE 1. THE PROPERTY RTY 15 ZONED C-1, GENERAL COMMERCIAL COhL NbftEl �-I BLOCK 2 t-- PLAT, 3744/49 Existing I 2. PROPOSED BUILDING A IS 1 STORY, 22'-0" HIGH, 4,921 SF A 20' PUBLIC UTILITY I ZONED R-6 Fence FF=29t.QQ, EASEMENT, 3744/49 Z 3. THE STORMWATER RUNOFF FROM THIS DEVELOPMENT WILL BE 5 -OF-WAY AND THEN INTO THE 4 `� 2 11ISCHARGED INTO THE SH 6 00 YEAR FLOODPLAIN AND THEN TINTO THE NORTH FORK OF LICK N/F N/F N/F N/F N/F' CREEK. NO DETENTION 1S PROPOSED FOR THIS TRACT. 1 ( MICHAEL GREEN CAROLYN CHASE JOSEPH PEREZ SYLVESTER & DORIS CALHOUN HUGO GONZALEZi 4. DRAINAGE INFORMATION AND DETAILS WILL BE PROVIDED ON THE I I I &"``BRANDY BAILEY I I I _.. GRADING AND DRAINAGE DESIGN -PLANS. S. THE DEVELOPED AREA FOR THIS PROJECT IS 0.704 ACRES (30,686 SF). 6. THE IRRIGATION SYSTEM MUST BE APPROVED AND INSTALLED PRIOR TO C.Q. I I I I 7. ALL PROPOSED SIDEWALKS ON LOT 2 ARE PRIVATE. I I i 8. TH ENI NO FIRE SPRINKLER SYSTEM PROPOSED FOR THIS 9. LICK CREEK SUBDIVISION PHASE 1 IS CONSIDERED A SINGLE o#4 BARS I BUILDING PLOT. 0%" X 16" SMOOTH EXPANSION DOWELS 10. TRAFFIC IMPACT ANALYSIS IS NOT REQUIRED. T� \ t .9" 35' �24,\ �• ! B YCLE RACK DETAIL NTS 0 ISSUED FOR REVIEW JPS 7-1-2009 MARK REVISION BY DATE HARLE ENGINEERING COMPANY THE SEAL APPEARING ON THIS TEXAS BOARD OF PROFESSIONAL ENGHNEERS FIRM REGISTRATION NO. 4538 DOCUMENT WAS AUTHORIZED BY 3002 TEXAS AVENUE SOUTH JOSEPH P. SCHULTZ, P.E., LICENSE NO. 65889 ON JULY 1, 2009. COLLEGE STATION, TEXAS 778€5 979.693.7191 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR JPS JPS JPS 09 -MMD -1 JULY 2009 (t,�'OF �omgENO k.................... JOSEPH P. SCHULTIZ NAL �X,- I/ � / 0 FIRM #4538 AUTOMOTIVE LICK CREEK SUBDIVISION -PHASE 1 LOTS >R, 2 AND 3 BLOCK 1 COLLEGE STATION, TEXAS CURB DETAIL TYPICAL SECTION NTS (817) 421-3312 ^0Plaru�ir� ale Copy0%bo STATE HIGHWAY N0, 6 M_ - ___\ - "­ __ ­ - �� PROJECT LOCATION SCALE VERTICAL N/A HORIZONTAL 1 "=30' 'RFavm: VIE1 D FOR PLOTTING SCALE: 1:30 AA I ���fl�..,.:1.N .w..�,..� FILE NAME: 09 -MMD -1-C1 JUL 4 Z009 COLLCUt 0 1 h IU'N DEVELOPM NT rqf�EVi�I tuie� ' }-�`� PLAT FILE: ...^_._ VICINITY MAP NOT TO SCALE C1 LICK CREEK ;SUBDIVISION - PHASE 1 VOL. 9050/PG. 253 BLOCK 1, LUT 2 0.704 ACRES 4050 State Highway 6 South COLLEGE STATION, BRAZOS COUNTY, TEXAS May, 2009 DEVELOPER; OWNER: ENGINEER: Main Christian Brothers Stephen E. Lumpee Harle Engineering Co. Development, LLC 1419 Harpers Ferry Road Drive, 3002 Texas Avenue South 1212 Corporate Suits 500 College Station, TX 77845 College Station, TX 77845 Irving, Texas 75038 (979) 690-3663979 ( ) 693--7191 (817) 421-3312 ^0Plaru�ir� ale Copy0%bo STATE HIGHWAY N0, 6 M_ - ___\ - "­ __ ­ - �� PROJECT LOCATION SCALE VERTICAL N/A HORIZONTAL 1 "=30' 'RFavm: VIE1 D FOR PLOTTING SCALE: 1:30 AA I ���fl�..,.:1.N .w..�,..� FILE NAME: 09 -MMD -1-C1 JUL 4 Z009 COLLCUt 0 1 h IU'N DEVELOPM NT rqf�EVi�I tuie� ' }-�`� PLAT FILE: ...^_._ VICINITY MAP NOT TO SCALE C1