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Home My WebLink AboutDrawingsC4 DRAINAGE, EROSION, AND SEDIMENT .CONTROL PLAN C5 UTILITY PLAN TBPE NO. OWNER DEVELOPE : L1 LANDSCAPE PLAN AIS FANO2730:LONGMIRE, SUITE A , LLC 2108 MAPLEWOOD COURT COLLEGE STATION, TEXAS 77845 FIGURE SW STANDARD SIDEWALK DETAILS COLLEGE STATION, TX 7784 979.764.3900 THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY •xs _,.. DEVEN L DOYEN, P.E., r" '`�,, 'v y'N �4i }, ? 5} �f 3 r 7 LICENSE NO. 109835 .�_ r OCTOBER9 2014 .................. M • DEVEN L DOYEN RELEASED FOR CONSTRUCTION :. 109835 e��} ar ��_. < < v.yt, I ►0 loci OCT 15 2014 I FIRM # 12327 =.GiL � ,�v�. SCHULTZ ENGINEERING, LLC � },� s�ri'°:�PMI,..T il , M , . ;E^:,, �.. 1 1 t f \ 1111 / O �a a ..' '' d a • -. '':• �,. , � I ' \ 5-8 S -8 ---_S_8 5-$ pa . �I ' ' �✓ ,q 6-S-8 S -E S-8 ---^--------S-f - D• e• ' ° .. f ° ` .� �' Dom' 7 7 _._. - __ -.. _ ._......._ _.. - - - _ •-•- - - - - - - -- --- - - - IF ,v' 4 �, v ° ° v O Vii\ S ST -j--IST--->�• - ---> .. _y.. :... p4 oa _...-..--..-__..-_-._ .v c _ °. _b l' p • I ' b •° v - e n �• ° y ( - p �i° � ..� ...- _ - - _... -.. - ...... -306-- -....._ . • q ' ' �� ,a a b' b• �' •0. �• C •f '� V ` .,•� \ ..- ..- ...... -.. _.._ ..._. __._ _.._ ` _... _.__ - - .-. - .. --- .x307-- - - _.._ - __. - 308- EXISTING 8" . 50 PRIVATE DRAINAGE, SEWER LINE .b ; ' ' ., Y b'.' V • � :. { , •b v b j ./ LANDSCAPE & PUBLIC . b •.� ��. 19' ° �1 �: ° >yi ° ° ( :� Q. 1f\ p v `, ° �{ 4• ACCESS EASEMENT - I t 11019/281 & 11660/140 10 PUE �,--c' EXISTING UNDERGROUND a 4 ° ELECTRIC UNE 11660/140 / 15' SETBACK 1 p 00{ 310 e, fir.' .b ._ i.wy/ I/� _�,�r�•310 / '}os 310 ,,,.. r,ia,ruti„ w twuuvv, ttu. I"t 5utml PROPERTY IS LOT 9R BLOCK 5 GREENS PRAIRIE PHASE 2A PROPERTY IS ZONED GC de CORRIDOR OVERLAY. CENTER 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT LOCATION OF AL1 2. THE TOTAL DISTURBED AREA FOR THIS PROJECT IS 0.54 ACRES (23,522 SF). . a ISLAND EXISTING UNDERGROUND UTILITIES• NOTIFICATION OF THE UTILITY COMPANIES 48 HOURI IN ADVANCE OF CONSTRUCTION IS REQUIRED. 3. DRAINAGE INFORMATION AND DETAILS WILL BE PROVIDEDON THE STORM SEWER SHEETS do DRAINAGE REPORi: �r PROPOSED AREA S.F. DiG TESS:840 344-B377 ATMOS ENERGY: (979) 774-2506 4. LANDSCAPING AND IRRIGATION DESIGN & ANALYSIS WILL BE PROVIDED ON THE LANDSCAPE & IRRIGATiON PLANS. 79 ACRES i. I N \ % SUDDEN LINK COMMUNICATIONS: 5979) 595-2429 VERIZON: (979) 821-4770 S. THE IRRIGATION SYSTEM MUST BE APPROVED AND INSTALLED PRIOR TO C.O. "O 2• IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO USE WHATEVER MEANS NECESSARY 6. TRAFFIC IMPACT ANALYSIS IS NOT REQUIRED. ° 4' SIDEWALK I 235 MINIMIZE EROSION AND PREVENT SEDIMENT FROM LEAVING THE PROJECT SITE. THIS INCLUDES THE INST'AL.LAMON OF A CONSTRUCTION EXIT AND SILT FENCE AS NECESSARY. 7. THE SUBJECT TRACT DOES NOT LIE WITHIN THE 100 YEAR FLOODPLAIN ACCORDING TO FEMA FLOOD INSURANCE RATE MAPS 3. THE CONTRACTOR IS RESPONSIBLE FOR INSPECTING AND MAINTAINING THE EROSION ANI FOR BRAZOS COUNiY. TEXAS AND INCORPORATED AREAS, COMMUNITY NO. 480083, PANEL. NOS. 032SE, MAP ND. 46D41CO32SE EFFECTIVE DATE MAY 18. 2012. a (979)764-3900 SEDIMENT CONTROL DEVICES, INSPECTIONS SHALL BE DONE EVERY 14 DAYS, AND AFTE EVERY RAINFALL EVENT OF 1/2" OR MORE.THE S. ALL RADII AND DISTANCES ARE MEASURED TO THE BACK OF CURB UNLESS OTHERWISE NOTED. CONTRACTOR SHALL REMOVE ALL MU[ DEPOSITED ON THE ADJACENT STREETS AS A RESULT OF THE CONSTRUCTION OF THIS PROJECT. S. ALL PAVEMENT SHALT. BE CONCRETE. REFER TO TYPICAL SECTION FOR PAVEMENT DEPTHS. 4• THE CONTRACTOR IS REQUIRED TO MAINTAIN THE TPDES GENERAL PERMIT NO. TXR 10. ALL UTILITY LINES (WATER, GAS, SANITARY SEWER, VERIZON STORM SEWER, EYVER. ETC.) SHOWN ARE TAKEN FROM BEST' RECORD INFORMATION BASED ON CONSTRUCTION UTILITY MAP DOCUMENTS OBTAINED BY FROM CITY & INDEPENDENT AVAILABLE AGENCIES 5 150000 REQUIREMENTS FOR CONSTRUCTION SiTES. VEGETATION WILL BE ESTABLISHED ON THE DISTURBED AREAS AFTER AND/OR ABOVE GROUND FIELD EVIDENCE, SHOWN POSITIONS MAY NOT REPRESENT AS -BUILT CONDITIONS BIKE PROPOSED 6' CONSTRUCT CONSTRUCTION IS COMPLETE BY HYDROMULCHIHG AND SEEDING ALL DISTURBED AREAS. 11• PROPOSED SiGNS SHALL BE PERMITTED SEPARATELY IN ACCORDANCE WITH THE UDO. 6. ALL CONSTRUCTION SHALE. BE IN ACCORDANCE WITH THE 2012 CITY OF BRYAN/COL,EG 12 All STORM SEWER IS PRIVATE. STORM 5EYNFJt COVERSSHALL. BE LABELED PRIVATE AND SHALL NOT USE THE CITY OF STATION STANDARD SPECIFICATIONS AND DETAILS UNLESS OTHERWISE NOTED. ALL CONSTRUCTION SHALL BE COORDINATEDWITH THE CiTY ENGINEER'S OFFICE COLLEGE STATION LOGO ON COVERS. ED 13. THIS SITE IS LOCATED WITHIN THE SPRING CREEK SANITARY SEWER IMPACT FEE AREA. I 7. THE CONSTRUCTION SHALL COMPLY WITH OSHA STANDARD 29 CFR PART 1926 SUBPAR ' P FOR TRENCH SAFETY REQUIREMENTS. 14. THE MINIMUM REQUIRED FIRE FLOW FOR A COMMERCIAL BUILDING IBC TYPE VB OF 3,779 SF 15 1,750 GALLONS PER MINUTE 8 THE CONTRACTOR SHALL REMOVE THE EROSION CONTROL MEASURES ONCE GRASS 15 ONE FIRE HYDRANT IS REQUIRED. ONE HYDRANT EXISTS FDR COVERAGE THE BUILDING WILL NOT HAVE A FIRE �� SPRINKLER ESTABLISHED. 15. BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WiTH THE CITY OF COLLEGE STATION UNIFIED DEVELOPMII ORDINANCE 9. INLET PROTECTION TO BE INSTALLED AT ALL PROPOSED AND EXISTING INLETS ADJACENT TO THE PROJECT SITE• 16. ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR ISOLATED SO AS NOT TO BE 10. EXTERIOR BUILDING AND SiTE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.11 Of VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WITHIN 150' OF THE SUBJECT LOT, MEASURED FROM A THE UNIFIED DEVELOPMENT ORDINANCE. THE LIGHT SOURCE SHALL NOT PROJECT BELOW POINT 5 FEET ABOVE GRADE• SUCH SCREENING SHALL BE COORDINATED WITH THE BUILDiNG ARCHITECTURE AND MAINTAIN A UNIFIED APPEARANCE SCALE TO Q t- AN OPAQUE HOUSING AND NO FIXTURE SHALL DIRECTLY PROJECT LIGHT HORIZONTALLY- FIXTURES WILL. BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED 17. SOLID WASTE SANITATION WILL BE PER ROLL OUT TRASH CANS. 4 ; CONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE PLEASE NOTE THAT KX)MPLEANI WiTH THIS SECTION WILL BE VERIFIED AT THE TIME OF BUILDING PERMIT AND CFRTIFICAT ' •p, m DEVELOPMENT, LLC. SCALE IN FEET 2X2 GALVANIZED STEEL TUBE COLUMN OF OCCUPANCY. 18. ANY EXPOSED CONCRETE OVER 6' IN HEIGHT WILL BE SCREENED FROM VIEYi OR TRFJITED To LOOK LIKE A STDNE, BRICK OR U Q OTHER ALTERNATIVES AS APPROVED BY THE ADMINISTRATOR, INCLUDING THE DETENTION POND OUiLET STRUCTURE. { t,, 19. THE OWNERSHIP AND MAINTENANCE RESPONSIBILITIES OF THE PRIVATE CROSS ACCESS EASEMENT WILL BE 13Y THE LOT OWNER SET IN CONCRETE FOOTING. PROVIDE OR PROPERTY OWNER'S ASSOCIATION. (� > uv :{: 20 100w COVERAGE OF GROUN p tt 1 �, a ..�, �+»�»+�. a p T• DCOVER, DECORATIVE PAVING, DECORATIVE ROCK (NOT LOOSE), OR A PERE EN GRASS IS PROPOSED ROU_ OU REQUIRED IN PARKING LOT ISLANDS, SHALES AND DRAINAGE AREAS. THE PARKA -OF- CONTAINER LOCATION ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. NG LOT SETBACK, RIGIiEWAYS, AND M W/6' WOOD SCREEN FENCE. ' 21. THIS LOT IS PART OF THE GREENS PRAIRIE CENTER PHASE 8 C14ti h' LANDSCAPING, 2A, LOCK 5, LOTS 2R -12R BUILDING PLOT FOR N,RA, I ! �. r I p' r!' '' ' N .AND SIGN PURPOSES. q30 PUE I I � t '.PROPOSED MECHANICAL N 8460/1. En :.a { n art EQUIPMENT WITH EXISTING CURB & GUTTER 311>. WOOD OR VINYL SCREENING I 7.5 PU KEEP s" RISE To TYPE "D" EXPANSION JOINT. E TO BE REMOVED PROPERTY LINE El = T/C ELEVE. + I 60' ACCESS-, CCESS v• I 4.-"-- I STORY BUILDING 1. , 11660/140 »--P MAT I - a CH FL OF EASEMENT V. . FF -311.7 EXISTING GUTTER 3' _ V' .p - 7589/171 ° i \ oo a 3,779 SP LOT 9R, RESERVED 12 x EXISTING PVMT: a I i 21' 9" MAX BLDG. HT. PARKING f cn BLOCK 5r • I M _ 0.54 ACRE 7.5 PUE 7 h EXISTING BAS 3" RISE Eii660/140 DRIVE VEW � APRON SHALL BEmc 1 INTERIOR ISLANDS COMMON AREA 1.i BLOCK 5 TOTAL END ISLAND ADDITIONAL . a ISLAND AREA :l ::. '• '. ;'•'. '.:.:: , : �r PROPOSED AREA S.F. REQUIRED S.F. ISLAND AREA 79 ACRES i. I N \ % 21 U8 MAPLEWOOD COURT , , I "O \ { . . �!•' ° 4' SIDEWALK I 235 3" 12`x9' REFt_ECTiVE FINISH METAL 61GN 55 ADDITIONAL INTERIOR LANDSCAPE ISLAND PROVIDED - 184 .SF (132 SF REQUIRED) t-- PO BOX 11995 COLLEGE STATION, TX 77842 a (979)764-3900 COVERED 6 \b j w co PORCH :� :.ACCESSIBLE' : ' BIKE PROPOSED 6' „ \ / v' a i I w AREA %: ROUTE ACK SIDEWALK 10 0 20 ;. ©20 !^ ° .: I a: { ° ADA BRAZOS TEXAS LAND Q t- ' a i• 4 ; e A p•. RAMP .. ' •p, m DEVELOPMENT, LLC. SCALE IN FEET 2X2 GALVANIZED STEEL TUBE COLUMN U Q { t,, p -{ e• p a LOT 8R SET IN CONCRETE FOOTING. PROVIDE (� > uv :{: p tt 1 �, a ..�, �+»�»+�. a p ' 4 I BLOCKS GALVANIZED STEEL CAP WELDED TO TOP OF TUBE PAINT TUBE AND CAP. ' La Iz ` . is b h 1 I"1 t 0.59 ACRES IL to ZONED GC & OV i 1 v v { 0, CD ISLAND ADA 1tt 9' ISLAND #1 I / ' cn #2 235 SF SIGN 20'A 309 SF ., i PROPOSED PRIVATE I 1 INTERIOR ISLANDS ��II[III i>iIII= TOTAL END ISLAND ADDITIONAL ISLAND III ISLAND AREA INTERIOR �IIIIII� IIiIii= t-=ti1 AREA S.F. REQUIRED S.F. ISLAND AREA ADZfafitO. ;. 1�-=1I 21 U8 MAPLEWOOD COURT , PROVIDED S.F. 1 309 1180 129 2 235 180 55 ADDITIONAL INTERIOR LANDSCAPE ISLAND PROVIDED - 184 .SF (132 SF REQUIRED) .. I WHEEL STOPS N ACCESS EASEMENT 11 L I I ( 1 b' p. i R . I 3 1. AIL. CHARACTERS MUST BE a LAN • s � o L� 3" I LL J DSCAPE .ISLAND ANAL MINIMUM ABOVE GRADE OR SIDEWALK. ANALYSIS: Z 10 PROPOSED PARKING SPACES �� " ►! / W I'f v ° j 1 HANDICAP PARKING SPACETOTAL PARKING: 21 SPACES LL' h i' • e CD { 7.5 SETBACK 4" SEWER �• PERIPHERAL PARKING: 10 SPACES ° 23 SERVICE ADA SIGN DETAIL INTERIOR PARKING: 11 SPACES • _ j � .yds ` / : a pp' r {" FERE LANE TT 15 INTERIOR LANDSCAPE ISLAND_ REQl11R£D: MAINTAIN s 4 { ° • {f` W�1T1�L.SEt'diCE�.. r ` 11 SPACES X 12 - 132r li ` P PRI yA'T`E \ Q • yr I _ �`Lo h�CESS g 10 PROPOSED PARKING SPACES 3• 25 MINI_ -EASEMENT I yon 60 PUBLIC \ { so PRIVATE -- 75--___+, 89 1171 I N / b. ACCESS . ° { to ( ( ` �, t4 Y �.iyJpp�� SIDEWALK / 4 EASMENT: 310 PUE EXISTING{ 9. EASEMENT LIANC j ` I 11019/281.. � { / UNDERGROUND t9' 11660/140 I j I / o •... I I ELECTRIC OCT �I 5._.Z01�i i NEAT / a d EXISTING a 1 S TRANSFORMER ST ; l ° EXISTINGSSIDEWALK '" p ° 3 ®s 3BARS n 3n s' 3 -3rr 3n 3n 0 _ STEEL REINFORCING CONCRETE PAVEMENT COLLEGE STATION �7r1"c""' �+ N ` / b �� EXISTING 51 S_ 8 -S 8`S t3 -S081, A� e� y EV�EE� 1 '•V:,.,,.x,.•+309 - �' y ., d + _ *.. ,:'^Y 4 . . t y •.'I p SIDEWALK -- - e - �-`*•- . - 1 I b PROPOSED °' TBM #1 _ '' 09 A '`<" :N ` X 10 PUE{ p pa O EO b p e ". ,WATER METERS { "A.' a. ° . • p l� s .*• O s /•• a +►' `.:>• a 'p e 4 d • .P ,{� 5 : i�! 7 64 zs9 -- jj / " ISTiNG EXIS G SEWS A -101 1 TIN R M NEXISTING 8 .......... WATERg SEWER UNE V) SERVICE`o' \-6" LIME STABILIZED SUBGRADE -2�' - (EXTENDS 2' OUTSIDE THE EDGE OF PAVEMENT) m _.. i �y MILLS PARK CIRCLE * X=5" OR 6" AS SHOWN ON THE PAVEMENT PLAN 3'- ` VARIABLE EXISTING (28 DAY STRENGTH = 3500 PSI) WiDTH PUE EXISTING 8"11 SEWER LINE {PRIVATE} W * # " 11660/140WATER UNE 3 6 PAVEMENT - 4 REBAR ®18 O.C.E.W. a •: °' Q , I j ° vs * 5" PAVEMENT - #4 REBAR C� 18" O.C.E.W. v ° • (/ ` O * CONCRETE PAVEMENT SHALL BE CONSTRUCTED PER 21r a ---� -- ;9----�--- 9_bL____ 2012 CITY OF BRYAN/COLLEGE STATION STANDARD '� » '9-M ° '.$=M a ,1� ^8_M S_M 8_M 9 -IN 9- 1VL. `�� _ gni- i _ - _.. - ...- ..._.. - .... .��_.... - - _ -' S1 / f 9�: A4 � SPECIFICATIONS. ST_ •_ ST' 5t, O TYPICAL CONCRETE PAVING SECTION 1 NYS 51 .-.---_- _ ._ -- �,�----...-- _ _ � -36+► / • ° � I� v' ,� / � .-• .�- EXISTING FIRE uFi 24" s •i •� VARIABLE WIDTH PRIVATE 1 1 BRAZOS TEXAS LAND NOTES: p\ ACCESS &DRAINAGE ''HYDRANT 1 ` ' DEVELOPMENT, LLC. 12" t0 ST' *=-- Td d i' EASEMENT BRAZOSTEXASLAND - I 1 ` BIKE RACK DETAIL �; LOT 12R T. THE SIGN SHALL BE 12 I N \ / .' • '° I WIDE 11660/1Afl DEVELOPMEIORNT, LLC. N I 059 ACRES AND 113E LOCKS BY 1 MOUNTED HEIGHT IN N.1 a ° I Q . oar BLOCKS t I ZONED GC & OV i , THE LOCATION SHOWN. a } . ' Co 3 0.54 ACRES &`' ZONED GC & OV I a ° l' 1 � 1 MARK LOCATION WITH SIDEWALK OR PATH GALVANIZED rWHERE APPLICABLE CARRIAGE BOLT Z4 r INSTALL el X 2" EXTEND END 18" BEYOND CONCRETE AND TAPE BOTH ENDS BOLT IN WALK a '-3" SCH 40 PVC PIPE 12" BELOW TOP OF GRADE TYP. *NOTE: PVC SLEEVES UNDER PVC SLEEVE PAVEMENT SECTIONS N.T.S. NEED TO BE 16" BELOW THE TOP OF PAVEMENT. SURVEYED KERR = #4 BARS NOTE: ALL CURBS 6' IN HEIGHT UNLESS NOTED OTHERWISE. = 3/4' X 18' SMOOTH EXPANSION DOWELS TYPICAL CURB DETAIL N.T.S. :4ifi: ire Tri LLQ ig 2730 Longmire, Suite A College Station, Texas 77845 .....::979.764.3900 TBPE NO. 12327 DESIGNED DRAWN APPROVED REVISION DLD DLD JPS PLAN VI lug ' GiOSS SF�TION END VIEW /a sots LON91 UDIN.AL SECTION MHEEL S ME TAIL N.T.S. THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY DEV£N L DOYEN, P.E., LICENSE NO. 109835 OCTOBER 9, 2014 RELEASED FOR CONSTRUCTION JOB NO. DATE 14-351 OCTOBER 2014 BENCHMARK INE AUM TBM 1 N: 10188394.8832 E: 3577797.0696 ELEV : 309.33 (CORNER OF TRANSFORMER PAD) 6 (28 -DAY CONCRETE STRENGTH = 3500 PSI) W/ 4 DEFORMED TIE BARS 0 18" O.C.E.W. ASPHALT BAR 4 X 18 O.C. APRONS W/O CURB & GUTTER " SHALL BE ALLOWED ON OPEN # FOR TYING NEW DITCHED STREET SECTIONS ONLY. CONCRETE TO EXISTING CONCRETE PVMT. ONLY. ECTtoN A -A A TYPE "G" EXPANSION JOINT PROPERTY LINE VARIES E TYPE "D"//,RETURN CURB TO HAVE LONGITUDINAL ROLL FACE DiMINISHIN . JOINT T RADIUS POINT. REMOVE CURB AMBULATORY RAMP THRU RAMP SLOPE = 1:12 MAX EAT SAW CUT TYPE A EXISTING CURB & GUTTER TO EXPANSION NEAT BE REMOVED - REPLACE STREET JOINT SAW CUT SURFACING AS NEEDED COMM R IA (3RIVEWAY DEi'AIL * AN ADMINISTRATIVE ADJUSTMENT IS BEING "Ts REQUESTED TO REDUCE THE PARKING SPACES PAFiiQW ��II[III i>iIII= "CMTY LOT 9R, BLOCK a -. ; � I -SII I IIIA=EIIIIII. -_�� IiIIII_ IIIIIf 1 1111�t- =1� AUGUSTUS BABILLE IIIIII�cIIIIII: IIIIII==IIIIII IIIIII__IIIIII..IIIIII_ = 1llilit-=1 `'. ; �IIIIII� IIiIii= t-=ti1 OCTOBER 2014 MY SERVICE STANDARDS. ADZfafitO. ;. 1�-=1I 21 U8 MAPLEWOOD COURT , KERR SURVEYING, LLC COLLEGE, STATIft"�,iX �F76 a 1 409 N. TEXAS AVENUE , BRYAN, TX 77803 f 24" s •i •� VARIABLE WIDTH PRIVATE 1 1 BRAZOS TEXAS LAND NOTES: p\ ACCESS &DRAINAGE ''HYDRANT 1 ` ' DEVELOPMENT, LLC. 12" t0 ST' *=-- Td d i' EASEMENT BRAZOSTEXASLAND - I 1 ` BIKE RACK DETAIL �; LOT 12R T. THE SIGN SHALL BE 12 I N \ / .' • '° I WIDE 11660/1Afl DEVELOPMEIORNT, LLC. N I 059 ACRES AND 113E LOCKS BY 1 MOUNTED HEIGHT IN N.1 a ° I Q . oar BLOCKS t I ZONED GC & OV i , THE LOCATION SHOWN. a } . ' Co 3 0.54 ACRES &`' ZONED GC & OV I a ° l' 1 � 1 MARK LOCATION WITH SIDEWALK OR PATH GALVANIZED rWHERE APPLICABLE CARRIAGE BOLT Z4 r INSTALL el X 2" EXTEND END 18" BEYOND CONCRETE AND TAPE BOTH ENDS BOLT IN WALK a '-3" SCH 40 PVC PIPE 12" BELOW TOP OF GRADE TYP. *NOTE: PVC SLEEVES UNDER PVC SLEEVE PAVEMENT SECTIONS N.T.S. NEED TO BE 16" BELOW THE TOP OF PAVEMENT. SURVEYED KERR = #4 BARS NOTE: ALL CURBS 6' IN HEIGHT UNLESS NOTED OTHERWISE. = 3/4' X 18' SMOOTH EXPANSION DOWELS TYPICAL CURB DETAIL N.T.S. :4ifi: ire Tri LLQ ig 2730 Longmire, Suite A College Station, Texas 77845 .....::979.764.3900 TBPE NO. 12327 DESIGNED DRAWN APPROVED REVISION DLD DLD JPS PLAN VI lug ' GiOSS SF�TION END VIEW /a sots LON91 UDIN.AL SECTION MHEEL S ME TAIL N.T.S. THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY DEV£N L DOYEN, P.E., LICENSE NO. 109835 OCTOBER 9, 2014 RELEASED FOR CONSTRUCTION JOB NO. DATE 14-351 OCTOBER 2014 BENCHMARK INE AUM TBM 1 N: 10188394.8832 E: 3577797.0696 ELEV : 309.33 (CORNER OF TRANSFORMER PAD) 6 (28 -DAY CONCRETE STRENGTH = 3500 PSI) W/ 4 DEFORMED TIE BARS 0 18" O.C.E.W. ASPHALT BAR 4 X 18 O.C. APRONS W/O CURB & GUTTER " SHALL BE ALLOWED ON OPEN # FOR TYING NEW DITCHED STREET SECTIONS ONLY. CONCRETE TO EXISTING CONCRETE PVMT. ONLY. ECTtoN A -A A TYPE "G" EXPANSION JOINT PROPERTY LINE VARIES E TYPE "D"//,RETURN CURB TO HAVE LONGITUDINAL ROLL FACE DiMINISHIN . JOINT T RADIUS POINT. REMOVE CURB AMBULATORY RAMP THRU RAMP SLOPE = 1:12 MAX EAT SAW CUT TYPE A EXISTING CURB & GUTTER TO EXPANSION NEAT BE REMOVED - REPLACE STREET JOINT SAW CUT SURFACING AS NEEDED COMM R IA (3RIVEWAY DEi'AIL * AN ADMINISTRATIVE ADJUSTMENT IS BEING "Ts REQUESTED TO REDUCE THE PARKING SPACES PAFiiQW 2. SIGN SHALL BE PAINTED ON WHITE BACKGROUND WITH SYMBOLS, LETTERS, AND BORDER IN RED. 3. SIGN SHALL COMPLY "CMTY LOT 9R, BLOCK a VOL M660, PG. 140 AUGUSTUS BABILLE WITH THE CoCS FiRE COLLEGE STATION, BRAZOS COUNTY, TEXAS SCALE: 1 "=20' OCTOBER 2014 MY SERVICE STANDARDS. ADZfafitO. ;. BRAD KERR, RPLS NO. 4502 21 U8 MAPLEWOOD COURT , KERR SURVEYING, LLC COLLEGE, STATIft"�,iX �F76 a 1 409 N. TEXAS AVENUE li BRYAN, TX 77803 f (979) 269-3195 �4' �S=• 4 ENGINEER: �ZONI=AY NOT:nsewe PO BOX 11995 COLLEGE STATION, TX 77842 a (979)764-3900 FIRE LANE SIGN DETAIL N,•GS. FRE LANE bNKiNGS ALL CURBS AND CURB ENDS SHALL BE PAINTED RED WITH FOUR INCH (4") WHiTE LETTERING STATING 'FIRE LANE - NO PARKING - TOW AWAY ZONE". WORDING MAY NOT BE SPACED MORE THAN FIFTEEN FiEET APART. A SIGN TWELVE INCHES (12') WIDE AND EIGHTEEN INCHES (18') IN HEIGHT SHALL BE MOUNTED IN A CONSPICUOUS LOCATION AT EACH ENTRANCE TO THE PROPERTY: SUCH SIGNS SHALL BE TWELVE INCHES (12") WIDE AND EIGHTEEN INCHES HIGH, WiTH A COMPANION SIGN TWELVE INCHES (127) WIDE AND SIX INCHES (6') HIGH STATING "TOW AWAY ZONE'. SUCH SIGNS SHALL BE PAINTED ON A WHITE BACKGROUND WiTH SYMBOLS, LETTER AND BORDER iN RED. THE FIRE LANE LINE SHOWN ON THE PLAN IS FOR REVIEW PURPOSES ONLY. A SIGN WILL BE PLACED AT THE ENTRANCE OF THE PROPERTY. 11 pq VRI V HT DENTAL CLINIC MILLS PARD. AT CAPROCK CROSSING GREENS PRAIRIE CENTER, PHASE 2A LOT 9R., BLOCK 5 -� COLLEGE STATION, TX 1 PROJECT LOCATI% a U11L"iTY oE"® WATER D,FMAND PER („FBF MINIMUM 0 GPM AVERAGE 7.5 GPM MAXIMUM (PEAK) 30 GPM 1" DOMESTIC WATER METER SANITARY EMR DEMAND PER �LEA SE APACE (® 90% OF WATER DEMAND) AVERAGE 6.25 GPM MAXIMUM (PEAK) 32 GPM 4" SANITARY SEWER UNE ® 1.047. MIN. SLOPE FIXTURE UNITS = 60 FIXTURE UNITS ALLOWED = 180 PiPE SLOPE OK PtAt M ANALY,W REQUIRED PARKING; 3779 SF OF DENTAL CLINIC -1-SPACE P R 200 SF 19 SPACES REQUIRED 9' WIDTH, 20' LENGTH TYP. PROPOSED EARS 20 SPACES PARKING 1 SPACES HANDiCAP MRKINC 21 SPACES PROVIDED TOTAL 11, iljjji�,��Ijl 1111111111IIIII I g7ro, TOTAL AREA = 0.54 ACRES GREENS IT 171 A �!/�''1Ii-11E PHA LOT 9R, BLOCK a VOL M660, PG. 140 AUGUSTUS BABILLE SURVEY, A-75 COLLEGE STATION, BRAZOS COUNTY, TEXAS SCALE: 1 "=20' OCTOBER 2014 OWNER f QEVI:m; SURVEYOR: ADZfafitO. ;. BRAD KERR, RPLS NO. 4502 21 U8 MAPLEWOOD COURT , KERR SURVEYING, LLC COLLEGE, STATIft"�,iX �F76 a 1 409 N. TEXAS AVENUE tWlti;� BRYAN, TX 77803 f (979) 269-3195 OCT 15 2014 ` ENGINEER: SCHULTZ ENGINEERING, LLC. Ns 4 I� 1'' :3 '-•a;1 PO BOX 11995 COLLEGE STATION, TX 77842 (979)764-3900 SCALE SHEET VERTICAL NIA dow"mill 11 HORIZONTAL 11 PLOTTING SCALE: 1:1 FILE NAME: 14-351 i nn1NQCONSTRU07ION NOTES: ` , / / 1. FILL MATERIAi. USED TO ACHIEVE GRADE IN AREAS TO RECEIVE PAVEMENT OR WftHIN INE STREET RIGHT-OF-WAY SHALL BE COMPACTED TO AT LEAST 9B% OF THE MAXIMUM DRY % DENSITY AS DETERMINED BY THE STANDARD PROCTOR TEST, (ASTM D698), AT A MOISTURE V I CONTENT FROM OPTIMUM MOISTURE CONTENT TO 4% ABOVE THE OPTIMUM MOISTURE CONTENT. cn I / 10' PUE / AREAS OUTSIDE OF THE STREET RIGHT-OF-WAY SHALL BE COMPACTED TO 95% OF THE 11660140/ MAXIMUM DRY DENSITY. 2. THE SUBGRADE BENEATH THE CONCRETE SIDEIVALKS SHALL BE COMPACTED AND "PROOF -ROLLED". ANY WEAK OR SOFT AREAS IDENTIFIED BY THE "PROOF -ROLLING" SHALL BE .°•.. � _ / 309.80 TG 309 ., REMOVED AND REPLACED. 310 --310.25 TG ---^a'_.. "31 "� 309.70 TGA t 3. HANDICAP RAMP SLOPES SHALL NOT EXCEED 1V:12H. / 1 i4, THE TOPOGRAPHY SHOWN iS FROM FIELD SURVEY DATA. .,�31d.7O 7G / 309.43 FL cn, ( ,.,.•�-^"309.9D FL - : _. 5. STRUCTURAL BACKFILL FOR UTILITY OR STORM DRAIN TRENCHES IS REQUIRED WHENEVER THE .�... � � ,�•� • `;�.•�..... _ 10..--- f--> �``•.�„��- 309.70 TO , TRENCH IS WITHIN 5' OF PAVEMENT OR SIDEWALK. y 6. THE CONTRACTOR SHALL FOLLOW THE GENERAL INTENT OF THE GRADING PLANS, MINOR / � / �- ADJUSTMENTS TO THE ACTUAL ELEVATIONS SHOWN ON THE GRADING PLAN MAY BE REQUIRED TO / 44 310.80 TG 310.4, 11 MATCH EXISTING GROUND ELEVATIONS AND STRUCTURES. THE PROPOSED CONTOUR LINES ^1 309.20 s SHOWN ARE APPROXIMATE ONLY, THE DESIGN GRADE SPOT ELEVATIONS SHOULD BE USED FOR ��- 304.94 FL ` CONSTRUCTION OF THE SITE WORK. {{ 310.95 TGI\ / N 1 7. THE CONTRACTOR SHALL SALVAGE ALL TOPSOIL AND REPLACE IT ON ALL DISTURBED AREAS. �I i ALL PARKING LOT ISLANDS AND AREAS ADJACENT TO PARKING AND SIDEWALK AR FAS SHALL � 3� RECEIVE 6" SANDY LOAM TOPSOIL PRIOR TO PLACEMENT OF GRASS SOD OR HYDROMULCH. ,i THE DETENTION FACILITIES MUST BE CONSTRUCTED FIRST. w , '510.64 FL . ' 311.58 TW ` 9. POSITIVE DRAINAGE AWAY FROM ALL SIDES OF THE PROPOSED BUILDING PAD SHALL BE 1 I a 311.68 TW PROVIDED. USE OF INTERCEPTOR DRAINAGE SWALES OR DRAINAGE PIPING SYSTEM 70 ROUTE ...... ` STORMWATER AROUND AND NOT THROUGH THE BUILDING PAD AREA. 311.68 TW:r.' 1 10. THE SELECT FILL FOR THE BUILDING, FOUNDATION SHALL. BE CONSTRUCTED IN ACCORDANCE r_ 311.58 TW N / 310.74 FL �^� 4y •• - ' WITH THE GEOTECHNICAL REPORT. w I3t0.94 TOY 311.00 TW 311.60 TTY 7.5' PUE t 11. THE UPPER PORTION OF ALL UTILITY EXCAVATIONS SHOULD BE BACKFILLED WITH PROPERLY 1 310.75 Fl ; ' ` \ 11660/140 COMPACTED CLAY SOILS TO MINIMIZE INFILTRA.7TON OF SURFACE WATER. A CLAY "PLUG' OF E BUILDING M PREVENT WATER I I b ,. ' 3tL68'Tw u1 r SHOULD BE PROVIDED IN THE TRENCH C THE EXTERIOR TH 1 / 3,0.80 FL % ` FROM GAINING AGCISS ALONG THE TRENCH 70 THE SUBGRADE BENEATH THE STRUCTURE THE SIDEWALK Da 3310. rn 311.60 iW 311.58 TW t 10 5 0 10 PLUG SHALL EXTEND TWO FEET BEYOND THE PIPE FACE IN ALL DIRECTIONS, AND A MINIMUM O TRENCH DRAIN - - • �' 310.10 TG {310.30 TO OF TWO FEET THICK. '" w b 311.00 TG ### SCALE IN FEET 12. REFER TO THE GEOTECHNICAL REPORT FOR DETAILED SPECIFICATIONS ON. SUBGRADE. 3,1-•..�. b PAVEMENT. FOUNDATIONS, ETC. 311.40 TO 00 311 60 TV! . I I3 q TW 311.15 TTw"'" 1 STORY BUILDING TW 11.1 _--- a I• i .. F�'=311.% ,` a 4' �4` 311.60 Tw 3;779 SF 1 31i.15 Tw .211911 MAX BEDG. HT. b \ X311.20 TW / i 7W a LOT 9R 010 ' ' i/• BLOCK so9.aa TG 310.00 TG ch 0.54 ACRLu ,n 31,.28 TO/ D 311.18 TW 7.5' PUE � � • 311.zB TG 11660/140 co I i 311.63 1W . off/ • 310.70 TG SIDEWALK 1 311.58 iW "> b / TRENCH DRAIN r \ - ,• / 310.80 TW 310.74 TW % 310.30 FL 310.20 FL./ . 309.90 TO 309.50 TI 15" 3/16" NOMINAL DIAMOND CHECKERED PLATE 304 41 Fl. ` w / ANNULAR SPACE BUILDING - / 311.10 7W b t/1 13RAZOS TEXAS LAND .i SLAB . _ LC . ,/ 309.70 TO ' DEVELOPMENT, L I % •311.50 7C . 311.68 TW 0 LOT 8R a b I BLOCKS ' w 311.68 TW _ 3,4.72 TW 310.50 TW 309.90 TG .;�•� / 311.68 TB n 311.40 TW 310.82 TW 0.59 ACRES VARIES a o 311.40 TW' 311.00 7W D a _ _"'_"�'_ ZONED GC & OV4. 311.50 TW 311.00 TW 31,.60 TW 3t,.BD 114 311.28 TW tyt ' , , a' : / 14 Et s • / - a b. b 1..n',''•,.r. .'_:. '.:3.'' •. V i 3,1.58 TW a� 310.40 TC• NOTES: ch j a 311.42 Tc b . a p 311.50 TC l ' �� . \ . \�\ . \\ . \� 311.58 TW 311.52 TO ` 1. CONCRETE TO BE THE SAME TYPE AND STRENGTH AS ` 309.50 TG 6- 311.52 j" 12" SIDEWALK. r 311 52 TW 310.92 1P 311.42 7C ' iTYP) . 1 311.52 TO 1 310.92 TP :_. 1 309.30 TG : U� i ISLAND ` CID 20 ISLAND #1 r w 2 OU 309 SF PROPOSED PRIVATE 1 ACCESS EASEMENT �. 235 SF 1' CURB OPENING ....:.....:.; ;. :.,' 1 310.00 TC U1 -- 309 j , :... • t:°' :+; , '•, 'e + 31 .70 TC 309.85 TC w 1 4 309.10 7P 309.60 TC •.:• '`:, r ,, _ • •'i'• :,: O 310.75 TC �`� fn to uU �s. TP / II 309.80 TC 1 310.70 TP M310165 310.70 TP ti •.r I �*.70 TP �3 scHnRGE FLOW SIDEWALK TRENCH DRAIN 1111 t N.TS 11! ` ` CIDl . - 23' �, 1 W:. II11 11' + 1 r ' • D ""...r-.. 310 11! + �j t to 1 \ 11 1111 1 1 CURB 00 309.50 TC FL's 1 b � � � 309.75 TP 310.50 TC 310.32 TC ! 309.35 TC PRIVATE �,': :~ .r'U 4 s+ '•:,�r 3 t ' ACCESS 1 1.d♦. '°. '"..' •s '+ 'a'•:',• �y EASEMENT 310.11 TC � � .. � J 1 12 3d& 11660/140 • � , 306.93 TC- ! ,5 90 TC 1 ap O C°� 308.65 TP �� / uU t PUE "� v, 3*08.90�Tc� t , • `\ I � t ' ST t 1 J ��I TYPICAL1' 308.50 71 ST y^ l 308.60 TO _ N.TS 304.25 Fl. ST { N L - J J \-1_ t 3qa 3n n n b up 309.95 TO 309.05 7C 3f1 3n 3n 3n 9 1 47 / 309.50 Ten Hn 3n-3n-3(1---s.'�! 3n 3n 3n cn H3n \ 3 3n 3n 3n 3n 3n �,3n 3n Ni g_L�' -S - - S -S S_S g -S -- - S _ b \ / 300 R,? '' f FL307.71 7YV. 307.62 TW --- -- -- 0 3 min SURVEYED KERR in i,L: :. 2730 Longmire, Suite A College Station, Texas 77845 49t°"�""" -979.764.3900 TBPE NO. 12327 DESIGNED DRAWN APPROVED DLD DLD JPS 307.63 7P `•3D/.4z it 'aui.z� m -- , 1 ( . 308.40 TO 307.61 TP (n� 343.88 fl- 1 MILLS PARK CIRCLE (PRIVATE) VARIABLE WIDTH PRIVATE ACCESS & DRAINAGE EASEMENT En 11660/140 9-M_•_-__-___•--•___ 9_..M�._-___--- 9 -Ni 9 -M ._._ 51 -✓/ wim THE SEAL APPEARING ON THIS �� of*.. b�ejC..•..». DOCUMENT WAS AUTHORIZED BY �, �»•,,� s DEVEN L. DOYEN, P.E., r i LICENSE NO. 109835 L. rte OCTOBER 9, 2014 ...6 •••.............. YEN nrvErt DOYiat RELEASED FOR CONSTRUCTION ` 109835 JOB NO. DATE wood 14-351 OCTOBER 2014 FIRM # 12 27 SCHULTZ ENGINEERING, LLC WRIGHT DENTAL CLINIC MILLS PARK AT CAPROCK CROSSING GREENS PRAIRIE CENTER, PHASE 2A LOT 9R, BLOCK 5 -COLLEGE STATION, TX r � r 0 1 1 DRAINAGE SWALE TYPICAL SECTION N.T.S S NCHMARK I INFOR AITO TBM 1 N ISI 10188394.8832 E', 3577797.0696 ELEV : 309.33 (CORNER OF TRANSFORMER PAD) SCALE SHEET VERTICAL N/A HORIZONTAL 1"=10` AF PLOTTING SCALE: 1:1 FILE NAME: 14-351 ° I> oa pOD sr / ° /Sr O \ 'Q ' 1 r p� • 30' PUE 8460/1 / { f} ' / Q cy F- LU 7 / ° •4im :q I4 CL ``J 17 D U) D LLd d 13.1 ! LY_ 4 . Uc p cj J \ ° I Q `.... LAO, S q V /I p \ '-60' PUBLIC \ ' ACCESS 1I ° EASMENT 11019/2811 �' in . ! a v) D • _ D •1 . tea/ i nn1NQCONSTRU07ION NOTES: ` , / / 1. FILL MATERIAi. USED TO ACHIEVE GRADE IN AREAS TO RECEIVE PAVEMENT OR WftHIN INE STREET RIGHT-OF-WAY SHALL BE COMPACTED TO AT LEAST 9B% OF THE MAXIMUM DRY % DENSITY AS DETERMINED BY THE STANDARD PROCTOR TEST, (ASTM D698), AT A MOISTURE V I CONTENT FROM OPTIMUM MOISTURE CONTENT TO 4% ABOVE THE OPTIMUM MOISTURE CONTENT. cn I / 10' PUE / AREAS OUTSIDE OF THE STREET RIGHT-OF-WAY SHALL BE COMPACTED TO 95% OF THE 11660140/ MAXIMUM DRY DENSITY. 2. THE SUBGRADE BENEATH THE CONCRETE SIDEIVALKS SHALL BE COMPACTED AND "PROOF -ROLLED". ANY WEAK OR SOFT AREAS IDENTIFIED BY THE "PROOF -ROLLING" SHALL BE .°•.. � _ / 309.80 TG 309 ., REMOVED AND REPLACED. 310 --310.25 TG ---^a'_.. "31 "� 309.70 TGA t 3. HANDICAP RAMP SLOPES SHALL NOT EXCEED 1V:12H. / 1 i4, THE TOPOGRAPHY SHOWN iS FROM FIELD SURVEY DATA. .,�31d.7O 7G / 309.43 FL cn, ( ,.,.•�-^"309.9D FL - : _. 5. STRUCTURAL BACKFILL FOR UTILITY OR STORM DRAIN TRENCHES IS REQUIRED WHENEVER THE .�... � � ,�•� • `;�.•�..... _ 10..--- f--> �``•.�„��- 309.70 TO , TRENCH IS WITHIN 5' OF PAVEMENT OR SIDEWALK. y 6. THE CONTRACTOR SHALL FOLLOW THE GENERAL INTENT OF THE GRADING PLANS, MINOR / � / �- ADJUSTMENTS TO THE ACTUAL ELEVATIONS SHOWN ON THE GRADING PLAN MAY BE REQUIRED TO / 44 310.80 TG 310.4, 11 MATCH EXISTING GROUND ELEVATIONS AND STRUCTURES. THE PROPOSED CONTOUR LINES ^1 309.20 s SHOWN ARE APPROXIMATE ONLY, THE DESIGN GRADE SPOT ELEVATIONS SHOULD BE USED FOR ��- 304.94 FL ` CONSTRUCTION OF THE SITE WORK. {{ 310.95 TGI\ / N 1 7. THE CONTRACTOR SHALL SALVAGE ALL TOPSOIL AND REPLACE IT ON ALL DISTURBED AREAS. �I i ALL PARKING LOT ISLANDS AND AREAS ADJACENT TO PARKING AND SIDEWALK AR FAS SHALL � 3� RECEIVE 6" SANDY LOAM TOPSOIL PRIOR TO PLACEMENT OF GRASS SOD OR HYDROMULCH. ,i THE DETENTION FACILITIES MUST BE CONSTRUCTED FIRST. w , '510.64 FL . ' 311.58 TW ` 9. POSITIVE DRAINAGE AWAY FROM ALL SIDES OF THE PROPOSED BUILDING PAD SHALL BE 1 I a 311.68 TW PROVIDED. USE OF INTERCEPTOR DRAINAGE SWALES OR DRAINAGE PIPING SYSTEM 70 ROUTE ...... ` STORMWATER AROUND AND NOT THROUGH THE BUILDING PAD AREA. 311.68 TW:r.' 1 10. THE SELECT FILL FOR THE BUILDING, FOUNDATION SHALL. BE CONSTRUCTED IN ACCORDANCE r_ 311.58 TW N / 310.74 FL �^� 4y •• - ' WITH THE GEOTECHNICAL REPORT. w I3t0.94 TOY 311.00 TW 311.60 TTY 7.5' PUE t 11. THE UPPER PORTION OF ALL UTILITY EXCAVATIONS SHOULD BE BACKFILLED WITH PROPERLY 1 310.75 Fl ; ' ` \ 11660/140 COMPACTED CLAY SOILS TO MINIMIZE INFILTRA.7TON OF SURFACE WATER. A CLAY "PLUG' OF E BUILDING M PREVENT WATER I I b ,. ' 3tL68'Tw u1 r SHOULD BE PROVIDED IN THE TRENCH C THE EXTERIOR TH 1 / 3,0.80 FL % ` FROM GAINING AGCISS ALONG THE TRENCH 70 THE SUBGRADE BENEATH THE STRUCTURE THE SIDEWALK Da 3310. rn 311.60 iW 311.58 TW t 10 5 0 10 PLUG SHALL EXTEND TWO FEET BEYOND THE PIPE FACE IN ALL DIRECTIONS, AND A MINIMUM O TRENCH DRAIN - - • �' 310.10 TG {310.30 TO OF TWO FEET THICK. '" w b 311.00 TG ### SCALE IN FEET 12. REFER TO THE GEOTECHNICAL REPORT FOR DETAILED SPECIFICATIONS ON. SUBGRADE. 3,1-•..�. b PAVEMENT. FOUNDATIONS, ETC. 311.40 TO 00 311 60 TV! . I I3 q TW 311.15 TTw"'" 1 STORY BUILDING TW 11.1 _--- a I• i .. F�'=311.% ,` a 4' �4` 311.60 Tw 3;779 SF 1 31i.15 Tw .211911 MAX BEDG. HT. b \ X311.20 TW / i 7W a LOT 9R 010 ' ' i/• BLOCK so9.aa TG 310.00 TG ch 0.54 ACRLu ,n 31,.28 TO/ D 311.18 TW 7.5' PUE � � • 311.zB TG 11660/140 co I i 311.63 1W . off/ • 310.70 TG SIDEWALK 1 311.58 iW "> b / TRENCH DRAIN r \ - ,• / 310.80 TW 310.74 TW % 310.30 FL 310.20 FL./ . 309.90 TO 309.50 TI 15" 3/16" NOMINAL DIAMOND CHECKERED PLATE 304 41 Fl. ` w / ANNULAR SPACE BUILDING - / 311.10 7W b t/1 13RAZOS TEXAS LAND .i SLAB . _ LC . ,/ 309.70 TO ' DEVELOPMENT, L I % •311.50 7C . 311.68 TW 0 LOT 8R a b I BLOCKS ' w 311.68 TW _ 3,4.72 TW 310.50 TW 309.90 TG .;�•� / 311.68 TB n 311.40 TW 310.82 TW 0.59 ACRES VARIES a o 311.40 TW' 311.00 7W D a _ _"'_"�'_ ZONED GC & OV4. 311.50 TW 311.00 TW 31,.60 TW 3t,.BD 114 311.28 TW tyt ' , , a' : / 14 Et s • / - a b. b 1..n',''•,.r. .'_:. '.:3.'' •. V i 3,1.58 TW a� 310.40 TC• NOTES: ch j a 311.42 Tc b . a p 311.50 TC l ' �� . \ . \�\ . \\ . \� 311.58 TW 311.52 TO ` 1. CONCRETE TO BE THE SAME TYPE AND STRENGTH AS ` 309.50 TG 6- 311.52 j" 12" SIDEWALK. r 311 52 TW 310.92 1P 311.42 7C ' iTYP) . 1 311.52 TO 1 310.92 TP :_. 1 309.30 TG : U� i ISLAND ` CID 20 ISLAND #1 r w 2 OU 309 SF PROPOSED PRIVATE 1 ACCESS EASEMENT �. 235 SF 1' CURB OPENING ....:.....:.; ;. :.,' 1 310.00 TC U1 -- 309 j , :... • t:°' :+; , '•, 'e + 31 .70 TC 309.85 TC w 1 4 309.10 7P 309.60 TC •.:• '`:, r ,, _ • •'i'• :,: O 310.75 TC �`� fn to uU �s. TP / II 309.80 TC 1 310.70 TP M310165 310.70 TP ti •.r I �*.70 TP �3 scHnRGE FLOW SIDEWALK TRENCH DRAIN 1111 t N.TS 11! ` ` CIDl . - 23' �, 1 W:. II11 11' + 1 r ' • D ""...r-.. 310 11! + �j t to 1 \ 11 1111 1 1 CURB 00 309.50 TC FL's 1 b � � � 309.75 TP 310.50 TC 310.32 TC ! 309.35 TC PRIVATE �,': :~ .r'U 4 s+ '•:,�r 3 t ' ACCESS 1 1.d♦. '°. '"..' •s '+ 'a'•:',• �y EASEMENT 310.11 TC � � .. � J 1 12 3d& 11660/140 • � , 306.93 TC- ! ,5 90 TC 1 ap O C°� 308.65 TP �� / uU t PUE "� v, 3*08.90�Tc� t , • `\ I � t ' ST t 1 J ��I TYPICAL1' 308.50 71 ST y^ l 308.60 TO _ N.TS 304.25 Fl. ST { N L - J J \-1_ t 3qa 3n n n b up 309.95 TO 309.05 7C 3f1 3n 3n 3n 9 1 47 / 309.50 Ten Hn 3n-3n-3(1---s.'�! 3n 3n 3n cn H3n \ 3 3n 3n 3n 3n 3n �,3n 3n Ni g_L�' -S - - S -S S_S g -S -- - S _ b \ / 300 R,? '' f FL307.71 7YV. 307.62 TW --- -- -- 0 3 min SURVEYED KERR in i,L: :. 2730 Longmire, Suite A College Station, Texas 77845 49t°"�""" -979.764.3900 TBPE NO. 12327 DESIGNED DRAWN APPROVED DLD DLD JPS 307.63 7P `•3D/.4z it 'aui.z� m -- , 1 ( . 308.40 TO 307.61 TP (n� 343.88 fl- 1 MILLS PARK CIRCLE (PRIVATE) VARIABLE WIDTH PRIVATE ACCESS & DRAINAGE EASEMENT En 11660/140 9-M_•_-__-___•--•___ 9_..M�._-___--- 9 -Ni 9 -M ._._ 51 -✓/ wim THE SEAL APPEARING ON THIS �� of*.. b�ejC..•..». DOCUMENT WAS AUTHORIZED BY �, �»•,,� s DEVEN L. DOYEN, P.E., r i LICENSE NO. 109835 L. rte OCTOBER 9, 2014 ...6 •••.............. YEN nrvErt DOYiat RELEASED FOR CONSTRUCTION ` 109835 JOB NO. DATE wood 14-351 OCTOBER 2014 FIRM # 12 27 SCHULTZ ENGINEERING, LLC WRIGHT DENTAL CLINIC MILLS PARK AT CAPROCK CROSSING GREENS PRAIRIE CENTER, PHASE 2A LOT 9R, BLOCK 5 -COLLEGE STATION, TX r � r 0 1 1 DRAINAGE SWALE TYPICAL SECTION N.T.S S NCHMARK I INFOR AITO TBM 1 N ISI 10188394.8832 E', 3577797.0696 ELEV : 309.33 (CORNER OF TRANSFORMER PAD) SCALE SHEET VERTICAL N/A HORIZONTAL 1"=10` AF PLOTTING SCALE: 1:1 FILE NAME: 14-351 • Q Iry a D •�. ~• r (�' { _ , v D D { I I PAVE�tIENT CONSTRUCTION 40TES. • I ALL CONCRETE FOR PAVEMENT CONSTRUCTION SHALL PE TO THE MINIMUM DEPTH SHOWN ON 2$ -DAY COMPRESSIVE STRENGTH OF 3500 PSI. THE MAXIMUM PERCE THE PLANS AND SHALL HAVE A MINIMUM 10' PUE A NTAGE OF FLY ASH REPLACEMENT 11660/140 PERCENT BY WEIGHT. T OF PORTLAND CEMENT SHAD_ BE 25 { A 2• REINFORCING STEEL SHALL BE GRADE 60 (60,000 PSI) A � { D 3. IF SUBGRADE Pt IS GREATER THAN 21 FOR THE SUBGRADE SOILS BENEATH THE PAVEMENT SHAD_ BE LIME STABILIZED TO A MINIMUM DEPTH I°a° ! '�' OF 6" AT A RATE OF APPROXIMATELY 6% OF THE DRY WEIGHT OF THE SO !!» THE LIME STABILIZED SOIL SHALL BE MIXED TO PROVIDE A 000 • p • • I ' °000 • • • - HOMOGENEOUS MIXTURE WITH A MINIMUM PH OF 12.4, AND WHICH MEETS8THE GRADATION REQUIREMENTS SPECIFIED IN THE TEXAS DEPARTMENT OF TRANSPORTATION (TXDOT), STANDARD SPECIFIC ONS FOR CONSTRUCTION OF HIGHWAYS, STREETS, AND BRIDGES ITEM 260 �� . • - V� Q' .. - A ' -. a I � _ �. • ` D698THE LIME AT ATMO(SZED SOIL SHALL 8E COMPACTED TO A DENSITY ,OF AT LEAST $$% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM TUBE CONTENT FROM OPTIMUM MOISTURE TO 4 ABOVE OPTIMUM MOISTURE CONTENT. THE LIME USED TO STABILIZE THE t SOIL SHALL MEET THE REQUIREMENTS OF TXDOT ITEM 264, "U E AND LIME SLURRY". THE LIME STABILIZED SUBGRADE 10 5 0 10 h� MINIMUM OF 12" OUTSIDE THE PAVEMENT. I SHOULD EXTEND A _. _. — �. _.._ _..—. —.. _...— ._ _.._.. � SCALE IN FEET D sr O ,cn { I / { N I 4. THE SUBGRADE BENEATH THE CONCRETE SIDEWALKS SHALL BE COMPACTED AND "PROOF -ROLLED". ANY WEAK OR SOFT A THE PROOF -ROLLING SHALL BE REMOVED AND REPLACED. REAS IDENTIFIED BY I INT ALAN I T MATE Ir . •� (. N ' � / �• { •' . ', . . • • . • • .. • f .. . • • . • f. r- � ` s` � MATERIAL TO BE SONNEBORN SL -1 OR APPROVED EQUAL t 1 CURING COMPOUND SHAD_ BE APPLIED UNIFORMLY TO THE (CONCRETE AFTER THE SU CURB 6. { SURFACE FINISHING IS COMPLETE AT THE RATE r !PROPOSEDf ::r -•_ RECOMMENDED BY THE MANUFACTURER. THE CURING COMPOUND SH { ,� � ,�...,v. _..�..., -•� - ' I ( 4 SIDEWALK ALL MEET THE REQUIREMENTS OF TXDOT ITEM 526. ALL ADA RAMPS WILL , �\ , • , • . • . • • • . • . 1• ,fir; • r- ` '' ':.`'" '':? ••:� • • ::� , : ,.. 4 : .: r•" 7. YVI HAVE SHALL HAVE A DETECTABLE WARNING SURFACE I ( • / � t � -�----•-- •. •. RAMPS ON THE PUBLIC FOR THE FULL LENGTH OF THE RAMP WITHIN THE PROJECT SITE. D { ' , ,' • : ' REQUIREMENTS.SIDEWALK TO HAVE PER DETAIL DETECTABLE WARNING SURFACE TO COMPLY WITH LOCAL AND ST I � ! � D' .�' `� • . , . - . . • F' ! r• :: ; ' � ••..•. •l. ��; •' ., , � . • •', ATE ADA Qa �' DA �P' { N 7.5' PUE ��\� ��' �\ ��\� 8• MAXIMUM CROSS SLOPE FOR ALL ADA ACCESSIBLE ROUTES IS 2% FOR SIDEWALKS AND PAVEMENT. p 30' PUE ; ? D { ` / I 11660/140 1 9. REFER TO THE GEOTECHNICAL REPORT FOR DETAILED SPECIFICATIONS ON SUBGRADE. PAVEMENT, FOUNDATIONS ETC 8460/1 F . an PROPOSED 4' PROPOSED '�• 4' C{ ' TYPICAL 1' CU SIDEWALK 3' SIDEWALK �• r- RB 10. PARKING LOT STRIPING MATERIALS AND CONSTRUCTION SHALL CONFORM TO T xDOT STANDARD SPECIFICATION ITEM 666, TYPE 2 MARKING v� OPENING MATERIALS (TRAFFIC PAINT) 1 STORY BUILDING FF=311.7 1i. SIDEWALK PAVERS SHALL MATCH PAVERS WITHIN THE DEVELOPMENT. l N CONTRACTOR TO CONTACT CAPROCK TEXAS FOR PAVER INFORMATION v v I f A { '�► l 3,779 SF (979-492-0425). liltf ' 21'9" MAX BLDG. HT. v D I ! A t t ! .� EXISTING CURB & GUTTER TO BE REMOVED —KEEP 6"RISE To TYPE "D" EXPANSION JOINT.N PROPERTY LINE LEV=T/G ELEV. F 3" D I in °0 = { '� J' LOT 9R t- NOTE ALL CURBS 6' IN HEIGHT { �' us (► ` I . { BLOCK 5 I UNLESS NOTED OTHERWISE` MATCH FL OF 0.54 ACRES EXISTING GUTTER 3. �? ' I WR. z ` EXISTING PVMT. N 15` d) / ��+-..�. e..,.:. �. ... .,- 7.5' PUE ' 3"R 6 • W 'D • { � { { � '! T/SRR uI I S 11660/140 EXISTING BASE 3" RISE DRIVEWAY APRON SHALL BE MIN. 6" (28 -DAY CONCRETE STRENGTH = 3500 PSI) W/ 4 Q { . ' s. { r- 1 3" 3" 3' 2. BARS ® 18" O.C.E.W. ASPHALT r ` a I N z" _ ____�EXFORMED TIE BAR APRONS W/O CURB & GUTTER v W { i %r 1'`►. S 18" O.C. SHALL BE ALLOWED W Q j { { # rOR TYING NEW DITCHED STREET SECTIONS ONLY. D "' i /. I L 3' CONCRETE TO EXISTINGON OPEN - -"- 0 LL { v BUILDING PROPOSED NGRETE PVMT. ONLY. D { Q SLAB r D 4' SIDEWALK -4 BARS SECTION A—A tn CL D ! I p w { `1 ' D PROPOSED 6' .-► ' BRAZOS TEXAS LAND 3/4 X 16 SMOOTH DEVELOPMENT, LLC, EXPANSION DOWELS A D SIDEWALK LOT SR A „ " D { D. A { -- ---�- -- - B TYPICAL CURB DETAIL TYPE G EXPANSION JOINT co W a { v { I ,.. �.. :.:.._. .... -r :.» D D _ N LOCK 5 v W a -j 0.54 ACRES N.rs D D D ZONED D • - NE GC 8c OV PROPERTY LI NE { A ©( w ( {' A D v d I D I I o ♦ IA D ,� . AD - - - _ - _ _ i _ 4 * MAINTAIN 2� MAX CROSS SLOPE 5" PAVEMENT RETURN CURB TO HAVE A ROIL FACE DIMINISHING TYPE "Dn AT RADIUS POINT. Q D v.' Q DI .. i ( D { < V 2s' MIN. R. LONGITUDINAL v D I I ISLAND 11 �. 9 ISLAND #1 1j REMOVE CURB JOINT AMBULATORY RAMP 235 SF 5 : 309 SF THRU RAMP SLOPE = 1:12 MAX 1 I CURB OPENING SIDEWALK---_.__� �„� I 1 •. �Q . PROPOSED PRIVATE _ a� - _ � � ACCESS EASEMENT I • { _ NEAT D © 1 D _ { < SAW CUT NEAT I . .pal •�'j � { {� 10 PROPOSED PARKING SPACES ,� N 1 HANDICAP PARKING SPACE e ll .. � '.co cli 6" PAVEMENT ' ► ° ' III TYPE "G" 1 EXPANSION A JOINT COMMERCIAL D I iVEWAY D R N. S, STEEL REINFORCING BARS �! CONCRETE PAVEMEN' D• I v. y co I 10 PROPOSED PARKING SPACES ' a D r ! �,�p { a 4 s ,'�''. ^-r -r--a .+r•. ytL' =4' X in PRIVATE p v` ACCESS EASEMENT 6" LIME STABILIZED SUBGRADE (© 4 { 5" PAVEMENT-,.," AVEMENT 11660/140 (EXTENDS 2' OUTSIDE THE EDGE OF PAVEMENT) PUE X=5" OR 6" AS SHOWN ON THE PAVEMENT P�,,�AN 6 Id { �► ' l ' (28 DAY STRENGTH = 3500 PSI) PAVEMENT - #4 REBAR @ 18" O.C.E.W. Q ( ST ._ ST * 5" PAVEMENT - #4 REBAR 0 18" O.C.E.W. p I p D ' ST * CONCRETE PAVEMENT SHALL BE CONSTRUCTED PER 421 SF SAWGUT & �' 2012 CITY OF BRYAN/COLLEGE STATION STANDARD I o Q{ N •a REMOVE EXISTING SPECIFICATIONS.- 3n 3n 3n 3n 3n 3n --3n 3n 3n 3n 3n 3n 3n an 3n 3r 3n 3 -3n 3 -CONCRETE SIDEWALK 3n— M TYPICAL CONCRETE PAVING SECTION 00 Od O�00 PROPOSED 9- -s 9- Q.T.S. p • EXISTING 5' I D $ { • D SIDEWALK 5' SIDEWALK -S v. I O• 0 D D A I m p A D D D1> j ° LS I> ' D cn A A . D ° ° LS S 1 15 1 c' '�' ° _ �' -' v ° tS ° 1 MARK LOCATION WITH SIDEWALK OR PATH D v I 3 A D D A GALVANIZED ADA RAMP WHERE APPLICABLE ADA RAMP *SEE NOTE 11 ►- " D © ©. + I m *SEE NOTE 11 78 SAWGUT AND REM VE EXISTING CURB &GUTTER N CARRIAGE BOLT ��r ! X 2" BOLT IN r WALK WIDTH W a I { IDTHPUE MILLS PARK CIRCLE ! ! 11660/140 PRIVATE N a 60 PUBLIC a { } 4 ACCESS n m jj I I VARIABLE WIDTH PRIVATE EXTEND END 18" 1 1 01 9/281 ' ! I { ACCESS & DRAINAGE �' AND YOED CONCRETE ENDS I i EASEMENT m D• 00 �I { 11660/140 II 1 • � a (v • � D N 3" SCH 40 PVC PIPE p I * 0 12" BELOW TOP OF N PVC SLEEVES UNDER PAVEMENT Q !' GRADE TYP. dIn a ° { LO SECTIONS SHALL BE 18" BELOW 8-M 8-M D 8-M-=— 8-M D -M S 8-M 8-1A 9-M $ M 9-M B-N� 9-M 9-M 9-M 9-M 9-m 9-M 9-M 9-M S� __ THE TOP OF PAVEMENT. PVC SLEEVE IDIOM THE SEAL ineer • ON THIS DOCUMENT' WASEAUITHORIZED NG BY t: EgLL 11 1g.,DEVEN L. DOYEN. P.E„ (� LICENSE NO. 109835 2730 Longmire, Suite A OCTOBER 9, 2014.0..................e..♦•..�ia DEVEN L DOYEN College station, Texas 77845 . s ........................... RELEASED FOR CONSTRUCTION 109835 S ..:.:.979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE •�•• L 10 ARK KERB REVISION BY DATE DLD DLD JPS 1F —i. 1111111111mommum ml - F ISCHULTZ ENGINEERING. SAW CUT EXISTING CURB & GUTTER TO NEAT BE REMOVED — REPLACE STREET SAW CUT SURFACING AS NEEDED LEGEND `284- - - - EXISTING CONTOUR PROPERTY BOUNDARY BACK OF CURB - -- EXISTING EASEMENT "- -- - -- PROPOSED P.U.E. SETBACK S-6 PROPOSED SANITARY SEWER LINE W-6 PROPOSED WATER LINE ST ST PROPOSED STORM SEWER LINE W-18 OVERHEAD ELECTRIC " ..�,.. "-�... . IRRIGATION SLEEVES PROPOSED BUILDING • •a a' • a PROPOSED SIDEWALK A. ' , "...` SIDEWALK TO BE REMOVED PROPOSED 3" PAVEMENT _ PROPOSED 6- PAVEMENT ACCESSIBLE ROUTE �I SCALE VERTICAL N/A FAVEM ENT HORIZONTAL 1"=10' PLOTTING SCALE: 1:1 FILE NAME: 14351 I v Q....... l °°oaoe q • '{ D q og°e°S°°° � / / SbNS'l'nUGTlQ� NOTES• I, l / 10PUE 11660/140 1•EimCONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT LOCA7T0N OF EXISTING, UNDERGROUND FASTENED TO T=POST DIG TESS. (800 344- 8377 ", . REQUIRED. N • •/� ..,� ... ...ly.C.,.�.,-.... .�.. «.- ;®,,.. ..... ... � �.. -. ATMOS ENERGY: NOTIFICATION OF THE UTILITY COMPANIES 48 HOURS IN ADVANCE OF CONa�RUC170N 1$ SEDIMENT CONTROLF /'( 309 ( 9 774-•2508 S FABRIC FASTENED SECURELY 70 _ / � VER ZON; SUDDEN CNK COMMUNICAT10N5: 979 595-2429 T -PO 7 & WIRE MESH •/ (979) 821-477D endo �. ( SWALE ..-•-"/' METAL T -POST Le_�,N ER FABRIC TO EXTEND ° 349.90 FL _ - AS REQ'D. TO MAINTAIN, 309.43 FL 2. ITIS THE RESPONSIBILITY OF THE CONTRACTOR TO USE WHATEVER MF1W5 NECESSARY TO MINIMIZE EROSION AND SPACED &' APART PACIED BACK FILL p n / 310.41 FL `- -'� "`"��""" `�"" y / "� '" i ' EP'Rt�EVp SEDIMENT FROM LEAVING THE PROJECT SITE. THIS INCLUDES THE INSTALLATION bF A Cb NLET PROTECTION SILT FENCE AS NECESSARY; INSTRUCTION i Q / l r / i ' TO 5' AT TOE OF / {7 , • � �� \� 1{ SILT FENCE AND/OR �_� y r 3. THE CONTRACTOR IS RESPONSIBLE FbR INSPECTING ANO MAINTAINING THE EROSION D S HAY $ALES TO $E FOR SEDIMENT TO DEVICES. INSPECTIONS SHALL 8E DONE EVERY 14 DAYS AND AFTER N AN_ SEDIMENT CONTROL USED IN AREA ATE. ALIGN FENCE EVERY RAINFALL EVENT OF 1/2 OR MORE SOF SLOPE CONTOURS, THE CONTRACTOR SHALL REMOVE ALL MUD DEPOSITED ON THE ADJACENT STREETS AS A RESULT THE DRAINAGE FLOW. Sr D Sr' i� .-..., _ _ _ . _. ...�. _ r .... �. .:. _ . ._...^ _.• _ 7 CONSTRUCTION OF THIS PROJECT NATURAL GROUND r`IOW I -- �'" / I { / I %'... %--- _ %� INLET 108 CT10N OF F E f . O I / I r 12" GRATE INLET 4. THE CONTRACTOR IS REQUIRED TO MAINTAIN THE TPDES GENERAL PERMIT N0. t i `,'d r % 1 Gt7XR 150000 REQUIREMENTS FOR .r,., q q 4 310.64 Fl. / I !A V-5712 CONSTRUCTION SITES. THIS INCLUDES THE ESTABLISHMENT OF PERMANENT vEGETA7NE COVER. I n, / RIM U 3b930 REMOVE THE EROSION CONTROL ' 'I { � '• - . ' FL OUT � 304.94• � S. THE CONTRACTOR SHALL REMI � ..�.• / l • }- ,� f ,/ ( 3 MEASURES ONCE GRASS IS ESTABLISHED. 4"X4" MIN. TRENCH 4" 70 - SILT FENCE 6. INLET PROTECTION 70 BE INSTALLED AT ALL PROPOSED AND EXISTING INLETS ADJACENT TO THE PROJE 20" CT' SITE 310.7 F 11 ` YL.:. =---� �`� • �f ,. 1. ALL TOPSOIL SHALL BE SALVAGED AND STOCKPILED N it I `+ o�Si SEN j� C��? / I I Ao FOR REUSE S S E M B L Y ? ,s... N ` 2. BACKFILL ALL PROPOSED PARKING LOT ISLANDS WITH FULL DEPTH TOPSOIL. 7 N.T.S ) 'ti► / ,r!' I 1 1 y .5 PUE �. 1 4 11660/14(} p 30' PUE I p :: n W p ( , j �' i N Cj 6" MIN. DEPTH STONE VARIES 8460/1 { / f� 5" DIAMETER) OVER To 100' (ASTM b448, 3" TO ,��- ••--SII l h 00 I l / - p i 1(} rJ (� GEOTEXTILE FABRIC 50' I E �• f I 1X3 WITH Cri r7 l ` PIPE 105 SAME SQUARE 4 V �• ( N 12" HDPE PIPE SCALE IN FEET FOOTAGE. A 1 STORY BUILDR tG I 5s.$ LF ® D.Sox - ..:.-- c p n { l +�. �► l FF -311.7 0.3' min L �^�-_ ,.r. I v 3EXISTING STREET ,779 SF/ n _'� --- q _ p l j- 211.9. MAX BLDG. HT. . ' _ 1 1 I ( ( 1t, \ 6" MIN. 00 NOTE: LUT 9R (� `.'�' I r DRESS WITH ADDITIONAL q ( I ( t- q°� qIIl+ p I / �� oo ({{ ( { (( Ir \_ e �'� �'� �,. i _/„. �.,.•: _,.......: «... _.. I �..a� .-� \'�jj s M STONE AS NEED ED . v BLOCKS DRAINAGE STONE IS TO BE M A INT AINE DSWALE SO AS TO PREVENTp 0.54ACRES TYPICAL SECTION CONSTRUCTION TRAFFIC 7.5' PUE GEOTEXTILE FROM TRACKING MUD ONTO N•I.JFABRIC n 11660 140 ADJACENT PUBLIC STREETS. �MINlMUM 12• SHALL BE FULL ECTION A_A SUBGRADE WIDTH OF SITE ENTRANCEVLI 60' ACCESS 3:' CNSTRUCTION EXIT SILT CONT R'11�- 3�: EASEMENT 0 7589/171 A. � b � l ( �' . ' . ' , • • . ' , • . ' �, • . ' , • . ' - •, ' I N,T.S CJ r. rb I e 'N G INLET 105 r/ W12• RAVEL BAG GRATE INLET,» p � I �, 1 I V-5712. W <L V. - 1 RIM 309. 1 > FT_ OUT 04.41 GRAVEL BAG j Q I l I -r BRAZOS TEXAS LAND I l h. p. 3,0 { p NLET PRO TE _ D } l ` DEVELOPMENT, to D n n � LLC. l •- &- -»- LOT 811 Z V- I q l ( I. q ( s'e _ �.» ... �..: -.,. :,..! �• �. D p n N BLOCK 5 ro I /• D I 0.59 ACRES ZONEDt1 C9 D. v l p �, ' I • • ( :. � . p p . t ' _ ' GC & av n l j 1 1 SILT FENCE �s <r f _ . TEMPORARY DEVICES AROUND STORM DRAINS ARE USED O DETAIN AND/OR FILTER SEDIMENT -LADEN RUNOFF. THE PROTECTION ALLOWS SEDIMENT TO SETTLE PRIOR TO DISCHARGE INTO A STORM DRAIN INLET OF CATCH BASIN. GRAVEL BAGS SHALL BE UV RESISTAN AND MUST NOT DEGRADE DUE TO ATMOSPHERIC CONDITIONS. GRAVEL BAGS SHALL BE REPLACED UPON FIRST .SIGN OF DETERIORATION. GRAVEL BAGS SH BE INSTALLED &MONITORED THROUGHOUT THE PROJECT ALL DPON INSTALLATION OF AN INLET. GRAVEL BAGS TO BE FILLED WITH CLEAN 3/4" OR LES GRAVEL. • . p •. (- ' /' _ ' • • . � ISLAND 2ISLAND' #I ' STORM DRAIN N sET PROTECTION 35 SF 309 SF 15" � /-*- DUIMOND CHECKERED PLATE PROPOSED PRIVATE s te" NOMINAL ACCESS EASEMENT ANNULAR FACE 60' PUBLIC ' ACCESS } SILT FENCE EASMENT VARIES _ ' 11019/281 \ o ozza URB 1 .I I • If -.c.. ,..�, •,t,.: '/ #4 BARS �r PIPE 104 >�DtEi , \ ''t = • : a ::=;j:. •, �i , .. .� -� ,: •.: 15' HDPE PIPE 1 •'' v'• ,_: '•i , b _ i III 74.4 LF 6 0.50�i a tT�"\ . \ / T ," :: �. .fir. r •. t l 1 ` t. CONCRETE TO BE THE SAME TYPE AND STRENGTH AS t , \\ ' \\ • \� + =% '' .. '+ n I 1 ' - SIDEWALK. 6n 12" cn rn T \ \ \� NOTES: EXISTING GROUND PROFILE V. p q j jj /" 1 {� `_ • '''�' SHOWN IS BASED ON FIELD TYPICAL 1. CURB SU Q 31D / 1 : _ . .: `;t.'. "•� RVEY DATA. �(7' v _ l 3 } 4 I :;�. ,:.;:.•:. OPENING X77 ►- ( ii II 1 ` _ _ ' ,,,;_, N.Ts 2. STORM SEWER PIPE MATERIAL °° i :: :;::':k» SHALL BE HDPE, AASHTO M294, TYPE S WITH i .. E WI I11ff � 1� 1V � � '.•°• '' `Y . : WATERTIGHT q v p •I ' l o 1 _ : `• JOINTS, WHERE NOTED OR RCP, - 7 l �',.: l:::= _<•.:: :' PROFILE GASKET TI N ', � ACCORDANCE WITH ASTM C -76, T `^"'`•- a ut CLASS tll. PRIVATE ,; ; '.:• :.� Y./ ._ 3. REFER TO STORM SEWER q l I r I l 3p9 1 t 1 ACCESS • J• v DETAILS SHEET FOR EMBEDMENT {D ( PIPE 1U3 ! EASEMENT & BACKFILL DETAILS AND INLET 1 ; 12' HDPE PIPE no 1 PUE l 17.0 LF a FITTING Toa 11660 140 &HEADWALL DETAILS. p l ( 0 sox N / y ` 15 x 12 TEE DISCHARGE FLOW INITY l`t "ININLET PROTECTION FL OUT 3 l I v, Il = 04.43 SIDEWALK TRENCH DRAIN l , p ' ST, 00 p, I D.. q 30 J 3 31Y 3!t 3fY 3R 311 3fI 9t1 3n 3rl 3Ci 3(1 aft- -3Ii 3f1 ( 3fi 3f4 ----3n 3n 3n-- .n--`�"+�--� 3n-� --9fT - r--3n-3n-3n-3r -3 09 INLET 104 G � 18" GRATE INLET .� 1 ��` RIM 3 854 s -S -S $-S $-S PIPE 101_S q 9'��0' l 41, 3D9 FL OUT = PIPE 102 15 HDPE PIPE y>~� D I D I D r 344.25 15.5• LHDPE F 9 4 510x N FL OUT a 303.60 NOT TO SCALE U i •A•-i--L!l1m14{ i •R A a i#IEl716t J ..erwr , �rr,� 1..-.RIII l Jelly J .1 .1� , 1 �sw�rs J ,moi Q �P Z n bQ e "og;` s ° o A • ° ° b XISTING I> 1> 08p0 15 1S 1S o`xi :_: , o° IS - INLET 101 • c �a ( _ Y PROJECT is 102 r, SILT FENCE-/` 3'x3' JUNCTION BOX 15'E H101 DPE PIPE h ` I LOCATION l RIM a 307.61 l 51.3 LF @ 0_50x VARIABLE ` FL OUT 343.176 I { `uuLrnlcTort no l WIDTH PUE MILLS PARK CIRCLE X308 CONSTRUCTION 1 11660/140 EXIT pl n (n m (PRIVATE) ~� INLET ( PROTECTION l / F ` �! ( VARIABLE WIDTH PRIVATE p / `V) ` l ACCESS & DRAINAGE -In 4 m EASEMENT l q �• /1 °j I 11660/140 q / ao, Iin in 1 9-M ----�i $-M p -M $- 8-M B -M $-M 8-M 9-M $-M 9-M 9- \9-m9 S� p m M 13-M 9-M i .-M �_M _-M--.%'� - 9-M 9-M- i E m SURVEYED KERR ChulttEngineering,.LLO 2730 Longmire, Suite A College Station, Texas 77845 .._979.764.3900 TBPE NO. 12327 DESIGNED DRAWN APPROVED DLD DLD JPS _.._._-_--__-__.__ THE SEAL APPEARING ON THIS tw DOCUMENT WAS AUTHORIZED BY �I `.r,""",�+"`s 1ii�%�1 T� . DEVEN L DOYEN P.E.; {� V li�.t. �{ CLINIC f �`� �T LICENSE N0. 109835 f ' =ter T DENTAL CLI �! I`i A `� OCTOBER 9, 2014 EROSION DEVEN L• DOYEN RELEASED FOR CONSTRUCTION_��•"��109835 z MILLS PARD AT CAPROCK CROSSING JOB NO. DAT • •....... o GREE SEDIMENT � aI'AlIq NS PRAIRIE CENTER. PHASE 2 CONTRO � 14,351 OCTOBER 2014 FIRM # 12327 LOT 9P., BLOCK 5 - COLLEGE STATION, TX SCHULTZ ENGINEERING, LLC PLAN I SCALA VERTICAL NIA HORIZONTAL PLOTTING SCALE: 1:1 FILE NAME: 14551 q I I UliL7Y N07ES• D DDD °° 11 PUE 1. ALL ELECTRICAL UTILITIES ARE TO BE INSTALLED PER BTU PLANS & SPECIFICATIONS, Q �vooao^ ' w '} 1 i 660/1.40 2. STRUCTURAL BACKFILL AREAS ARE DEFINED AS ANY TRENCH SECTION UNDER OR WITHIN V OF PAVEMENT. "^ "" 3. PRIVATE WATER UNE AND PRIVATE SANITARY SEWER UNE CONSTRUCTION SHALL BE IN D w CC A ORDAN CE WITH THE PLUMBING CODE. C OU ar LEAN TS a SH LL BE INSTALLED DD A N CUED PER a;> I /�' - PLUMBING CODE DDDR , . - D 1 DD D • ' •• • D 1 • • r. • • • a• BaeD p i , 4. PRIVATE WATER de SEWER UNE SERVICE MATERIALS TO BE ACCORDANCE 4Y1i1'i PLUMBING ` CODE. S. CONTRACTOR SHALL COORDINATE CONDUIT AND/OR UNE INSTALLATION FOR TELECOMMUNICATION PROVIDERS FOR THE SITE. S. DEPTH OF THE EXISTING WATERLINES TO BE VERIFIED BY THE CONTRACTOR. D ST 7. REFER TO PLAN VIEW FOR WATER SERVICE UNE LOCATIONS. o sr `°i > , 10 5 0 10 L O {� I 8. FINELY DIVIDED EARTH FREE OF ROCK, LUMPS AND CLODS EXCEEDING W. SHALL BE Q I / j 1 ` SCALE IN FEET PLACED BY HAND, AND COMPACTED AROUND THE CAST IRON PIPE BEFORE BACKFILL HAS i t ( BE BY ANY MECHANICAL EQUIPMENT. EXISTING S70RM 1 1 tt SERVICE LINE I A 1 9. ALL CONCREiE BLOCKING SHALL BE MIN. 28 DAY STRENGTH - 2000 PSI, 4- N t 10. ALL THRUST BUCKING SHALL PROVIDE A MINIMUM OF 2 SQUARE FEET OF BEARING AREA Q 1 OF CONCRETE ON UNDISTURBED SOIL, OR AS DIRECTED BY THE ENGINEER. 11. WATER MAINS WILL NOT BE FULLY PRESSURIZED UNTIL ALL CONCRETE HAS REACHED 7 ,-� -""'1- '--� "``� ^y I ►- I::.;., T�/1 ' DAY STRENGTH. I ' a 1 7.5 PUE 12. ALL FITTINGS SHALT_ BE MECHANICAL JOINTS UNLESS OTHERWISE DIRECTED. 11660/140 13. WATER SERVICES SHALL BE CONSTRUCTED PER THE PLUMBING CODE AND CITY OF I COLLEGE STATION REQUIREMENTS. V- a in D ° ' I I> -' A w D t D 30 PUE a i D 1 SANITARY SEWER NOTES:- 8460/1 OTES: 8460/1 00 I ' 1. PUBLIC SEWER UNE PIPE MATERIAL GREEN PVC, SDR -26, (ASTM D-3034 WITH GASKETS) I TIE OR WHITE PVC ASTM D-2241, SDR -26. CLASS 150 WHERE REQUIRED DUE TO WATERUNE Q v 1 STORY BUILDING ' t CROSSING. 1 2. PRIVATE SEWER SERVICE UNE PIPE MATERIAL TO BE WHITE PVC IN ACCORDANCE WITH THE D a • I p � .. �; • 1aF-311.7 , • , ' . • , ' Q' 1 3 779 SF N PLUMBING CODE PER THE CITY OF COLLEGE STATION REQUIREMENTS. R I : u ` ' 3. PUBLIC SANITARY SEWER MANHOLE CONSTRUCTION TO BE IN ACCORDANCE WITH FIGURE S. I v 21 9 MAX BLDG. HT. D ' 4. ALL MANHOLE DROP SERVICE CONNECTIONS TO BE OUTSIDE THE MANHOLE. r 00 w I ° LOT 9R N l S. PRIVATE SEWER SERVICE LINE CONSTRU07I O BE IN CC 1 ON T ACCORDANCE WITH THE PLUMBING D I BLOCKS CODE AND Ci7Y OF COLLEGE STATION CODES AND REQUIREMENTS. iv I 0.54 ACRES Q pDQ I• I D �- v I I A D 4" CLEANOUT #2 1 NOTE: ' p b ° � i 4 FL - 301.90 CLEANOUTS SHALL BE INSTALLED AT CHANGES IN DIRECTION AND AT INTERVALS NO ` GREATER THAN IOW AS REQUIRED BY THE PLUMBING CODE OR CITY OF COLLEGE STATION S S r REQUIREMENTS vi PUE W �'i EXISTING CO I w s 1660/140 a. , , D I 8" SEWER LINE Z3.0 LF OF 4" PIPE s1� 20.879 p• Q i p I 4" CLEANOUT #1 N O a I. j I 4" FL 306.70 s " Mw i i 1 i 18.8 LF OF 4" PIPE Cit 1.10% ` D Q i Q b to I D 4„ CLEANOUT #3 BItAZOS TEXAS LAND STRUCOU'TUTTAL. 0 I STRUCTURAL PAVEMENT 1 t� .. ` p I 4" FL - 301.69 ' DEVELOPMENT, LLC. BACKFILL STRUCTURE CL w ° D LOT 8R 'ACCORDING TO MATERIAL BACKFiLL i PL7t PAVING D I• D ` NFILLED AND COMPACTED PLAN I I ° 1 BLOCK 5 GED-TECTHNICA . REPORT ` D Z I. D q Q i ° D p - Dp 1 1 0.59 ACRES Jr.� a �•• , f d <1 ( I D D D a ZONED GC & OV W i I 1m I� -° D D 1 ` COMPACTED CEMENT STABI- 1 CL' Q k a I Q D D D °°O UF75IINTO PLA SPADE DEFLLLY 1 w LIZEU SAND, 115 SACK CY, R D ( D Q l ` -°o ALL VOiDS AROUND PIPE. p I v p I) • ` MANUALLY cONSDUDATE AT a I €'-___=� 1 1r M!N ��; OPTIMUM MOISIURt~ TO BOTTOM OF PAVEMENT STRUCTURE OR WITHIN 12" OF FINISHED GRADE i 1 PIPE D D. r , • a"' BANK SAND, SPADE I BY LIFTS INTO PLA D u D ao ' 8 :in �: . r • I l . Q .. I - � 1 ISLAND 1 i ( MIN) Q . D v. (.. j ISLAND # 1PI 44 - Oo55 309 SF t-Ppnpnc�n I�IZWAT1 O.D., A ROUNPIPE. DS THE TRENCH BOTTOM SHALL BE MADED SO AS 70 PROVIDE UNIFORM 12" MIN. D CONTINUOUS SUPPORT FOR THE PIPE BARREL. BETWEEN BELL HOLES BEDDING AND TRENCH BACKFILL DETAIL FOR PVC SANITARY SEWER GAbMtTvt �- I 76.7 LF OF 4" PIPE 0 1.10% ,,,,. , AND WATER PiPE I I ELECTRICAL SERVICE ' ( D 1 i 1019/281 IN � { � i ( SPECIFICATIONS N.T.S. I- 1 Q a v N A PER BTU PLANS & 4 i ' ' t1�* �r►,� p to I d i 111 1.5" WATER SERVICE w v . :� � I ILII � illl • 1 I co °• �• D . i 1 1.5" WA R D 1 I r I ` ! SERVICE N 1 PUE `` ACCESS 1 D d• I INSET A ' ' d. EASEMENTi-- I EXISTING LINE I �. FRiVAiE m 11660/140 SEWEI ID00 - I v� I FL STORM = 304.09-\ yj1" IRRIGATION 1" DOMESTIC f VARIABLE • D .. i. 1. 1" DOMESTIC PUE FL SEWER = 300.87 N ` 1 l ( IQ 1" IRRIGATION WATER METER Si ' METER WATER METER I WIDTH PUE D I METER --- ST ST - �"" f 1 i - 11660/140 Q i CONNECT TO -EXISTING 4" SEWER I. a SERVICE STUB 3n 3n 3n EXISTING b3n-3n-3n-3n-:3n 3n 3n 3n an- FL=300.85 3n -3n an� ( TRANSFORMER D I 3n 3n 3n 3n 3n --- 3n EXISTING SEWER In, I PAD D •DD°°opDD, D MANHOLE 8-S $-S n--�-an 3 ', n �n=-----3rt------�•-•-•�•• l ► 1 o°po°pD°DD " RIM ELEV--308.52 �� 8-S �-S 8-S 8_S 1.5 WATER SERVICE D ( EXISTING 4" FL IN=299.17 TRANSFORMER ._ 8" FL OUT=299.07' p > �° • '. D PAD° DooD •°, p p e A m A D D D 15 1S 1S 1S 1S ° o L p 1S° I i p I 1.5" 45' BEND I ° D 4 II 15" EXISTINGEXISTINGWATER 8" SEWER D' SER E - D p' Io T LINE VARIABLE MiLLS PARK CIRCLE u. { EXISTING -/WIDTH PUE 1.5" WATER 11660/140 (PRIVATE). I m ` ! ( tn SERVICE M ..... ... ..� ..... _... _..........._ ... ..� .D.. -.D.•- .D. .� ----"- ""' EXISTING ° STORM SERVING D. •- ^w..rD~_ ..` p JJ I VARIABLE WIDTH PRIVATE In LI to CCESS EASEMENT DRAINAGE 1 EXISTING STORM j I 11660/140 EXISTING EXISTING 6" SERVICE �► Lq60110 EXISTING 8" SEWER LINE WATER LINE >� m WATER LINE ------- IQ IQ;1 •HXYDRANY FIRE 9 s� INSET A d• r ° 9-M 9-M 9--M 8- SM 9 ___ _ 51 9 -m -M 8-M % m --5�-- THE SEAL APPEARING ON THIS/��e3d„ DOCUMENT WAS AUTHORIZED BY O •�.•� Ifi�°i LLQ En DEVEN L. DOYEN' F.E., �4 :;. LICENSE NO 109835 D. OCTOBER 9, 201 4 D .: DDDDDDD..D.D. DDDDDD 2730 Longmire, Suite A N ::. D.D.gDEvD ,oaY...D College Station, Texas 77845 RELEASED FOR CONSTRUCTION 1oss3s " °..:.:979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE "' D KERR DLD DLD JPS 14-351 OCTOBER 2014 FIRM # 123 7 SCHULTZ ENGINEERING, LLC SCALE VERTICAL N/A HORIZONTAL 1"=11Y PLOTTING SCALE: 1:1 FILE NAME: 14-351 • ' I� 1111Wiiil • THE SEAL APPEARING ON THIS/��e3d„ DOCUMENT WAS AUTHORIZED BY O •�.•� Ifi�°i LLQ En DEVEN L. DOYEN' F.E., �4 :;. LICENSE NO 109835 D. OCTOBER 9, 201 4 D .: DDDDDDD..D.D. DDDDDD 2730 Longmire, Suite A N ::. D.D.gDEvD ,oaY...D College Station, Texas 77845 RELEASED FOR CONSTRUCTION 1oss3s " °..:.:979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE "' D KERR DLD DLD JPS 14-351 OCTOBER 2014 FIRM # 123 7 SCHULTZ ENGINEERING, LLC SCALE VERTICAL N/A HORIZONTAL 1"=11Y PLOTTING SCALE: 1:1 FILE NAME: 14-351 D. I i 1 I • I �°°°g°$° I V. D PLANTING LEGEND LANDSCAPE POINTS I FYMBOLNAME & TYPE QUANTITY SIZE POINT VALUE A 1 o . --- — ----> - —�• ----> --- -� •------>• ---->• --- —�• ----y LIVE OAK 3.5n OR 1' a i r51 LARGER C {Q cus virglniana) D AL 5 , 300 a I D I �y CANOPY Y r D r I — — . _ . _. _... _ ^.._ — ._.. _.. — .. — .. _. CREPE MYRTLE jr 71 1.25" CAL La erstoe { Q I { g mia indica) NON -CANOPY 9 40 V %' / ( PER CANE CRIMSON COLOR I .• . •.•...'...-.fir'.•.'. ....... •.' ..'. .'..� I � � � SEA GREEN JUNIPER • I / / I �, 5 GAL. (Juni e p rus x pfitzeriana) / 19 S URB 10 Ialift. Q i' . ,�• �' I . ' TOTAL: •• f-. � ` .I•' . '. ' . • . ''`�. • . • •. • . ' •. ' . - .. • . ' . '• , ' . '.. ��: •• .. . '• i • I � �STREETS�APET I TOTAL POINTS '$ "' h ;, • I _ I �- ' .' .� . 0 . �I .- REE QUANTITY V. j ' - • I- '-_ _ .-- � - ---� POINTS PER PROJECT AREA: 1 . I • � � ® }✓_=� _ 23,522 SQUARE FEET' OF SITE AREA � 23,522 5 22 SF / 1,000 = 23.52 . I 23.52 x 30 = 706 POINTS cnI { 706 x 2 = 1,412 (BUILDING PLOT) ADDITIONAL LANDSCAPE POINTS FOR STREETSCAPE: ((280/50)) x 300 POINTS = 1,680 POINTS co TOTAL POINTS REQUIRED: 1,412 + 1,680 = 3,092 POINTS TOTAL POINTS PROPOSED: 3 210 p rn POINTS (2,100 POINTS FROM CANOPY TREES = 65.4%) p •' L D • D. II �� '' I GREENS PRAIRIE ROAD STREETSCAPE: i „ ' } CANOPY TREES (1 PER 32'): 175 / 32' = 6 CANOPY TREES REQUIRED +f IRRIGATION q v' II SLEEVES _ Q n 2 CANOPY TREES PROVIDED �i ` IRRIGATION 8 NON -CANOPY TREES PROVIDED* SLEEVES , 2NON-CANOPY TREE * D . illi N {{ S COUNT A5 1 CANOPY TREE ©v I ° PUBLIC WAY STREETSCAPE: CANOPY TREES 1 PER 32' ° ' I• a t ( ): 105 / 32 = 4 CANOPY TREES REQUIRED T. v D ff t 2CANOPY TREES PROVIDED 4 ch N0 N CANOPY TREES PROVIDED* I `In * 2 NON -CANOPY TREES COUNT AS 1 CANOPY TREE D •I D I q P Dcn' GENERAL NOTE: N 100% COVERAGE OF GROUNDCOVER, DECORATIVE: PAVING, cr as DECORATIVE ROCK (NOT LOOSE, OR A PERENNIAL GRASS 1S REQUIRED IN PARKING LOT ISLANDS, SWALES AND DRAINAGE: AREAS, THE PAR ... .. � KING LOT SETBACK ...... RIGHTS-OF-WAY, t 1 PROPERTY DISTURBED DURING CONSTRUCTION. D ADJACENT Q IRRIGATION SYSTEM NOTES: ' I ST 1 1. AN IRRIGATION SYSTEM TO SERVICE ALL NEW PLANTINGS WILL BE ►{-- ---. INSTALLED BY A CERTIFIED INSTALLER BEFORE A CERTIFICATE OF � OCCUPANCY 1$ ISSUED. Q b I of if.� �'�" p I �Y3n 3 3 3n -3n -3n -3n -3n -3n -3n --3n 3n 3n 3n -3n -3n -3n aft 3 3nV3f1 3fi 3n —3f1 3f1 aft • >gga°g8°g 2. IRRIGATION SYSTEM MUST BE PROTECTED BY EITHER A 8-S 8-S $-S 9-S 8-S PR ESS UR EVA VACUUM BREAKER, A REDUCED PRESSURE PRINCIPLEP 95BACK FLOW DEVICE OR A DOUBLE-CHECK BACK FLOW DEVICE, AND INSTALLED AS PER CITY ORDINANCE 2394. V. . 3ALL BACK FLOW DEVICES MUST BE INSTALLED AND TESTED UPON Q ° e INSTALLATION AS PER C A D p > opo e ° oa ° . o CITY ORDINANCE 2394. D A D. D o o' 1S A 1S 1& 1S >t °° 1 l:S• D I Q p: III I MARK LOCATION WITH SIDEWALK OR PATH � m D' '.. a .! qp• � MILLS PARK CIRCLE t GALVANIZED WHERE APPLICABLE i (PRIVATE} CARRIAGE BOLT„ INSTALL i cn , x 2" BOLT IN D I II I Dj q o WALK 4 -�.....-.- �...�...r. ems— «,.Y,......r.,,,... ..., 4 TOTAL POINTS 1500 360 190 2,050 ' •4 asID END 18" I I I BEYOND CONCRETE BOTH ENDS •Q. D �• p I' •, � D I � ,� ': it - � l AND TAPE BO D . I I �7• Q 1 4" y t t• r y un -"--,3b V) D SCH 40 PVC PIPE -I i 12" BELOW TOP OF 9 -M i. P I $-M 9-M 8-M 8 -M -M 9-M 9-M _ _.. 9-M 9-M . 9-M . 9-M .�--M _ 9'M--g� S� _ 10 5 0 10 E GRADE TYP. *NOTE: PVC SLEEVES UNDER ... OCT 2014 i PAVEMENT SECTIONS s� SCALE IN FEET PVC SLEEVE „ —._.._._---..--..._.—._._.—_.----•...___.--__....._...._.-----..._.—_-_. � S1 .-- _- - - h Iz. ngineering LLQ 2730 Longmire, Suite A College Station, Texas 77845 .........979.764.3900 TBPE N0.12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE MARK REVISION BY DATE KERR DLD DLD JPS 11 w,14-351 OCTOBER 2014 THIS LANDSCAPE PLAN IS FOR PERMITTING ONLY AND IS NOT INTENDED FOR CONSTRUCTION WRIGHT DENTAL CLINIC MILLS PARK AT CAPROCK CROSSING GREENS PRAIRIE CENTER, PHASE 2A .LOT 9R, BLOCK 5 -COLLEGE STATION, TX 4- l ]hr C 4d"+— will ,J DSCAPE PL � N.T.S. NEED TO BE 16 BELOW THE TOP OF PAVEMENT. SCALE VERTICAL N/A HORIZONTAL III =10' PLOTTING SCALE: 1:1 FILE NAME: 14-351 CROSS SLOPE 2% MIN. CROSS SLOPE GROSS SLOPE 2/ M� � ALK 2%to4/o ° 1%MIN. 8' TYP. NOTE: THIS DOES NOT TAKE INTO ACCOUNT DRAINAGE REQUIREMENTS - BERMS MAY BE REQUIRED OUTSIDE OF THE SIDEWALK. P oper t w- � e � lige •v y c Q b w w kp � PER TAS w STANDARDS SIDEWALK SLOPE REQUIREMENTS SWi-oo 4"x4"x3116" STRUCTURAL STEEL TUBING 8' O.G. MAXIMUM 01. 8' O.C. MAXIMUM-► -►i rx-12" O.C. '-6" O.C. u u i 4"x2"x3116" STRUCTURAL STEEL TUBING 4"x4"x3116" STRUCTURAL --1 1 "x1 "x3116" STRUCTURAL STEEL TUBING STEEL TUBING SEE CONNECTION DETAIL 4" 6" '• TYPICALPEDESTRIAN := -xv •� v �,�,,. ° ° t.. _, �. , _ .. - _.. _ f I t 30' PUE �: •� j t -- --,./ _ � __• _ i t 8460/1 .e • r'•' v `°„ .Q .T . I is •.D ,W I S-$ .�.'�----5-•8vC.,.$ N e: '�' a, vp ..,roti •\ .qp V .'°• . - - _ --........- - - --- • /j e ` e. , e a' a.. .>° v °, ° • . °' Q In ST ST -j -STI ' " �3os----•--s "`----•-- 4 -----}... __ _ .�... _._, . � , , - .._ �..�. . • °, a I -° ° 'q ° v ° 1•. • ' -O • p,• ° •ti 7 a �" -Y Q I a i ce` _.._ .-- _... - - _.._ - -....- _......._. ....._ - - �.° / _. - _ _._. _._. ,.- - - - 308--- 32 V. in 4 p4 ISiING r / 0' PRIVATE DRAINAGE, D°° °' 9• •• .1, ',� ° ° .'49 �• p' ' �� o-° I SEWER LINE / LANDSCAPE &PUBLIC ° a ' i ' f / ACCESS EASEMENT ' ,a .. _' ° •p °-1p '. °' �►°a . o o! 11019/281 & 11660/140 I t-Jf (ISTiNG UNDERGROUND 10 PU^o 4hK 1. 9 .tr. : ° - > ELECTRIC UNE 11660/14% ' � d ° ' °•• � q° • 5' SETBACK e ao -�=^---3 -~.....•-•- �-310L • I ' I . � ` 'l STI' j• >°' ° • .. ° / � ' I' . �"�`�, . , � '�--•-...3ft7 a. ....».._..y .._ j I a - - \l\ I y )4 , • ° J. I A. � It f ' PROPOSED ROLL fl ' ----284 - - - - EXISTING CONTOUR TOTAL BOUNDAI- """ �� .. �- --'•- LOT UNE' ISLAND AWACEN'f LOT UNE - - - •"-' - - •-- - --• EXIS 1NO EASEMENT UNE • PRIVATE ACCESS EASEMENT •'- --- PUBLIC ACCESS EASEMENT SETBACK -"' -- PROPOSED PUBLIC UTILITY EASEMENT 6. TRAFFIC IMPACT ANALYSIS IS. NOT REQUIRED. PROPOSED PRIVATE DRAINAGE EASEMENT O PROPERTY CORNER AE EXISTING EXISTING OVERHEAD ELECTRICAL LINE •-0- UTIUIY/POWER POLE VER VERiZON UNDERGROUND UNE GAS ATMOS GAS UNE W-12 EXISTING WATERUNE it EXISTING WATER GATE VALVE S"8 EXISTING SEWER UNE 0 EXISTING SEWER MANHOLE I EXISTING FIRE HYDRANT ASSEMBLY iN•-8 PROPOSED WATER UNE S-8 PROPOSED SEWER UNE 0 PROPOSED SEWER MANHOLE .". y� CONTAINER LOCATION'-. W/6' WOOD SCREEN FENCE r ; 30' PUE ' ! e' ROPOSED MECHANICAL 84.6 { ° 0/1 • a 311 EQUIPMENT WITH I : IinJ1 i�► : WOOD OR VINYL SCREENING • e 7.5` PUE 60' ACCESS $Q I F.�'" 1 STORY BUILDING r- 11660/140 EASEMENT = ° FF=311.7 a 7589/171 ° ( \ . r. m ° 3,779 SF LOT 9R' �► 21' 9" MAX BLDG. HT 1 BLOCK Sr- • �'' 4.54 ACRE' 7.5' PUE ( } 1 11660/140 COMMON AREA3�\"'+ROPOSED / BLOCK 5 j \ .j v :.: ; : ; : : ! ; 1,79 ACRES { iV \ / ° I ' ° \ :. ; j� > 4`SIDEWALK ' PORCH :� ACCESSIBLE LIKE ROPOSED165 \ / I AREA :l'• : ROUTE ACK SIDEWALKMINIM I°: ©� I p ; • i a 6.R DA BRAZOSTEXASLAND 20 0 0 20Q t- `�: I, I e q., AMP .. •a to DEVELOPMENT, LLC. SCALE IN FEET 0 '°LUT $itm . 1 ,. ' e`b ' BLOCKS 059 ACRES ZONED GC & OV `✓ v : `� :► as ISLAND ADA ` g• ISLAND #i I' ,� 235 SF SiGN �• 309 SF ROPDSED PRIVATE Iy a WHEEL STOPS„ ACCESS EASEMENT / v ' W Q�i '• °: ' , i 10 PROPOSED PARKING SPACE Lv I 1 HANDICAP PARKING SPACE 7.5' SETBACK 4" SEWER �• SERVICE �g p RE LANE PRICESS 1 ' I'�° 10 PROPOSED PARKING SPACES �S� �o� ° 0' PUBLIC : \ ? I 3tt 14 RIVATE ACCESS7589/171 i` / EASMENT-° I to 3t ( 1 ACCESS SITE SPECIFIC NOTES.,GENEW- 1. THE OWNER OF THE PROPERTY I5 ADZANO. U.C. THE SUBJECT PROPERTY t5 LOT 9R, BLOCK 5 GREENS &1. PHASE 2A. PROPERTY IS ZONED GC CORRIDOR WERlAY: i! NMM- CENTER THE CONTRACTOR SHALL BE RE�NMSLE FOR VERIFYING THE EXACT LOCATION OF ALL TOTAL 2. THE TOTAL DISTURBED AREA FOR THIS PROJECT IS 0.54 ACRES (23,522 SF). EXISTING UNDERGROUND UTILITIES. NOTIFICATION OF THE UTILITY COMPANIES 48 HOURS IN ADVANCE OF CONSTRUCTION IS REQUIRED. ISLAND ISLAND Td00) 344-•8377 INTERIOR 3. DRAINAGE INFORMATION AND DETAILS WiLL BE PROVIDED ON THE STORM SEWER SHEETS ltc DRAiNAfE REPORT:''' ATMOS ENERGY. 979) 774-2500 REQUIRED S,F. 4. LANDSCAPING AND IRRIGATION DESIGN & ANALYSIS WILL BE PROVIDED ON THE LANDSCAPE & IRR OATON PLANS. SUDDEN LINK COMMUNICATIONS: 979) 595-2429 VFRIZON: 978} 821-4770 5. THE IRRIGATION SYSTEM MUST BE APPROVED AND INSTALLED PRIOR TO C.O. 2. Tr IS THE RESPONSiMUTY OF THE CONTRACTOR To USE WHATEVER MEANS NECESSARY TO 6. TRAFFIC IMPACT ANALYSIS IS. NOT REQUIRED. MINIMIZE EROSION AND PREVEWT SEDIMENT FROM LFAViNG THE PROJECT' SITE THIS INCLUDES THE INSTALLATION- OF A CONSTRUCTION EXIT AND SILT FENCE AS NECESSARY: 129 7. THE SUBJECT TRACT DOE NOT LIE WITHIN THE 100 YEAR FLOODPLAIN ACCORDING TO FEMA FLOOD INSURANCE RATE MAPS 3• THE CONTRACTOR IS RESPONSIBLE FOR INSPECTING AND MAINTAINING THE EROSION AND 180 FOR BRAZOS COUNTY, TEXAS AND INCORPORATED AREAS. COMMUNITY NO. 480083. PANEL NOS. 032SE, MAP NO. 48041CO32M EFFECIN DATE MAY 16, 2012. SEDIMENT CONTROL DEVICES. INSPECTIONS SHALL BE DONE EVERY 14 DAYS AND AFTER EVERY RAINFALL EVENT OF 1/2" OR MORE. THE CONTRACTOR SHALL, REMOVE ALL MUD PROVIDED = 184 SF (132 SF REQUIRED) & ALL RADII AND DISTANCES ARE MEASURED TO THE BACK OF CURB UNLESS OTHERWISE NOTED. DEPOSR80 ON THE ADJACENT STREETS AS A RESULT OF THE CONSTRUCTION OF THiS PROJECT. 9, ALL PAVEMENT SHALL BE CONCRM REFER lO TYPICAL SECTION FOR PAVEMENT INPiFES. 4. THE CONTRACTOR IS REiQUIRED 70 MAINTAIN THE TPDES GENERAL PERMIT NO. TXR 18 ALL U71LITY UNES (WATER. GAS. SANITARY SEWER, VERIZON. STORM SEWER, ETP,)) SHOWN ARE TAKEN FROM BEST 150000 REQUIREMENTS FOR CONSTRUCTION S11 AVAILABLE5. RECORD INFORMA'RON BASED ON CONSTRUCTION UTILITY MAP DOCUMENTS OBTAWED BY FROM CITY & INDEPENDENT AND/OR ABOVE GROUND FIELD EVIDENCE SHOWN POSITIONS MAY NOT REPRESENT AS -BUILT CONDITiON& PERMANFM VEGEGTION WILL BE ESTABLISHED ON THE DISTURBED AREAS AFTER AGENCIES COi NUC ION IS COMPLETE BY HYDROMULCHING AND SEEDING ALL DISTURBED AREAS. 1t. PROPOSED SIGNS SHALL BE PERMITTED SEPARATELY IN ACCORDANCE WITH THE UDO 6. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 2012 CITY OF BRYAN/COLLEGE STATION STANDARD SPECiRCA71ONS AND DETAILS UNLESS 07HERWISE NOTED. ALL 12, ALL STORM SEWER IS PRIVATE STORM SEWER COVERS SHALT. BE LABELED PRIVATE AND SHALL NOT USE THE COLLEGE STATION LOGO ON COVERS CITY OF CONSMC71ON SHALL BE COORDINATED V47H THE CITY E'NGINEER'S OFFICE 13. THIS SITE IS LOCATED WITHIN THE SPRING CREEK SANITARY SEWER IMPACT FEE AREA. 7. THE CONSTRUCTION SHALL COMPLY WITH OSHA STANDARD 29 CFR PART 1926 SUBPART P FOR TRENCH SAFETY REQUIREMENTS, 14- THE MINIMUM REQUIRED FIRE FLOW FOR A COMMERCIAL BUILDING IBC TYPE V8 OF 3,779 SF IS 1,750 GALLDNS ONE FIRE HYDRANT IS REQUIRED. ONE HYDRANT EXISTS FOR COVERAGE THE BUILDING WELL NOT HAVE A ETRE SYSTEM. PER MINUTE 8. THE CONTRACTOR SHALL REMOVE THE EROSION CONTROL MEASURES ONCE GRASS IS SPRINKLER ESTABLISHETi. 15. BUILDING SETBACK LINES SHALL 13E IN ACCORDANCE WITH THE CITY OF COLLEGE STATION UNIFIED DEVELOPMENT 9. INLET PROTECTION TO BE INSTALLED AT ALL PROPOSED AND E) NG INLETS ADJACET4T. ORDINANCE TO THE PROJECT SHE. 16. ALL ROOF AND GROUND -MOI MECHANICAL EQUIPMENT SHAD. BE SCREENED FROM ViEW OR ISOLATED SO AS NOT TO BE 10. EXTERIOR BUILDING AND SITE LIGHTING WILL MMT THE STANDARDS OF SECTION 7.11 VISIBLE FROM ANY PUBLIC RIGHT -W -WAY OR RESIDENTIAL DISTRICT WITHIN 150' OF THE SUBJECT LOT. MEA5t�RFD 0 FROM A THE UNIFIED OErVELDPI ORDINANCEL THE UGH\' SOURCE SHALL NOT PROJECT BELO% POINT 5 FEET ABOVE GRADE~ SUCH SCREENING SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE AND MAINTAIN A UNIFIED APPEcARANC#:. SCALE W AN OPAQUE HOUSING AND NO FWURE SHALL DItECIT.Y PROJECT LIGHT HORIZONTALLY. FIXTURES WELL BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED 17. SOLD WASTE SANITATION WILL BE PER ROLL OUT' TRASH CAM GONE OF LIGHT DOES NOT CROSS ANY PROPERTY LINE PLEASE NOTE THAT COMPLIANCE WITH THIS SECTION WELL BE VERIFIES AT THE TIME OF BUILDING PERMR AND CETWCATE j 1& ANY EXPOSED CONCRETE OVER 6" IN HEiGHr WILL BE SCREENED FROM VIEW OR TREATED TO LOOK LIKE A Sipt4E. 07HE R ALTERNATIVES AS APPROVES'! BY THE ADMINISTRATOR, INCLUDING THE DETENTION POND OUTLET STRUMA( OF OCCUPANCY. BRICK, OR E. 19. THE OWNERSHIP AND MAINTENANCE RESPONSIBILITIES OF THE PRIVATE CROSS ACCESS EASEMENT WILD. BE BY THE WT OWNER OR PROPERTY OWNER'S ASSOCIATION. 20. IOOX COVERAGE OF GROUNDCOVE% DE CORAi1VE PAVING, DECORATIVE ROCK (NOT LOOSE). OR A PERENNIAL rm�ss IS REQUIRED IN PARKING LOT' ISLANDS. SWAM AND DRAINAGE AREAS. THE PARKING LOT SETBACK, R09--OF-WAI AND ADJACENT PROPERTY DISTURBED DURING CONSTRUCTION. CENTER PHASE 2A. BLOCK S. LOTS 2R -12R BUILDING PWT FOR 21' THIS LOTTIS PARD FT PGREENS�PRAIRIE LANDSCAP REFLECTIVE FINISH METAL SIGN REFLECTIVE FINISH METAL SIGN ZX2 GALVANIZED STEM TUBE COLUMN SET IN CONCRETE FOOTING. PROVIDE GALVANIZED STEEL CAP WELDED TO TOP OF TUBE PAINT TUBE AND CAP, U I I t I I 1 II � I. ALL CHARACTERS MUST BE 80' I 1 MINIMUM ABOVE GRADE OR SIDEWALK. ADA SIGN DE•�L &M EXISTING • _ _ __ _ - -kw --= -- -= . EASEMENT_ _ 11019 281. co 9 - ; •.... f I..: I UNDERGROUND 1tlsso/14o ` I ELECTRIC �. }L I o EXISTING i5' ° ' tr- °d' TRANSFORMER / SIDEWALK ° ° - s 3n 3 3 - 3rT ` 3n 3n $ t \--•---Dfl i (STING 5' 8 _ -5--1_._. _ 9-S 9-S 9 � e- 10' P PROPOSED e' TBM #1- 9 SIDEWALK ^�... - * • . e UE , WATER METERS > ¢� t '"• ° °. 7564/269 s I k ° tjy I ° • • a. ° t s ° °. ° e ;� J, S [STIN I WATER G EXISTING SEWER MANHOLE , SEWER UNE p REINFORCING BARS * r•CONCRETE PAVEMENT X I SERVICE '► " LIME STABILIZED SUBGRADE " ' 1 (EXTENDS 2' OUTSIDE THE EDGE OF PAVEMENT) t • a' �� rrr .w� �.� ++rte �� w� �.r w� rw.w� �w�r 1i( s b r °� ' �i `� MILLS PARK CIRCLE * X=5" OR 6" AS SHOWN ON THE PAVEMENT PLAN q. '•,I ' �%�. 3 VARIABLE "' XISTiNG -- (28 f�AYPSVF.MENTI-• 3500 PSI) t WIDTH PUE EXISTING 8"a"' - -- -. 1 ° .'•' I,°�`°o .. �° ti! I 11660/140 WATER LiNE SEWER UNE (PRIVATE} - �3 #4 REBAR ® 18" O.C.E.W. a * 5" PAVEMENT - #4 REBAR t� 18" O.C.E.W. CONCRETE PAVEMENT SHALL BE CONSTRUCTED PER �, / •8 M ° •9=Mpf► `"8-M 8 M • , , 8-M 9-M, 9-t---��,,._ - 9 �- �.,_R=hll�---"t.�..�� 5Lm-�-- --- 'g 2012 CITY OF BRYAN/COLLEGE STATION STANDARD - _ _ . .._ - w - _... r .� - - --- -- '' St % _ SPECIFICATIONS. Of p.I a ice- t`s1 �" TYPICAL-_CONCR�E PAVING SECTION. .---_-- -- - -_._-....•-_.----•----�--- t' NTS a.SfNG FIRE } N _ ' • •p �, VARIABLE WIDTH PRIVATE ''HYDRANT t 1 DEVELOPMENT, LAIC _ e ACCESS & DRAINAGE BRAZOS TEXAS LAND 1 12 / a Uy ` i BLOCKS I. THE SIGN WIDE BY 18 SHALL N HEIGHT l / a LOT 12R °, O I 11660 EASEMEND'' DEVELOPMENT, LLC. 1 ►- N `` • I `� • ! LOT 30R BLOCK 5 0.59 ACRES AND 8E MOUNTED IN ZONED GC & OV . THE LOCATION SHOWN. ° ° I to I , .3p „� 0.54ACRES } 2 SIGN SHALL BE PAINTED j ° `I ° I . ° e !s ch I g'` - .` ` Y ZONED GC & OV ON WHITE BACKGROUND ATS WITH SYMBOLS, LETTERS, i AND BORDER IN RED. PARR 3. SiGN SHALL COMPLY WITH THE CoCS FIRE GULLY SERVICE STANDARDS. MARK LOCATION WITH SIDEWALK OR PATH GALVANIZED WHERE APPLICABLE CARRIAGE BOLT W NSTALL X 2" BOLT 1N WALK -4 G / / . •� EXTEND END 18" BEYOND CONCRETE AND TAPE BOTH ENDS n 'I SCH 40 PVC PIPE 12" BELOW TOP OF GRADE TYP. *NOTE: PVC SLEEVES UNDER PVC SLEEVE PAVEMENT SECTIONS N.T.S. NEED TO BE 16" BELOW THE TOP OF PAVEMENT. = #4. BARS NOTE ALL CUM V N HEIGHT _ UNLESS MOTO OTHERWISE, Y'E3i EXPANSION � TYPICAL CURB DETAIL N.T.S. ritr�ww PLAN VIEW -11 _ 03 ! 4 ?-4 CROSS SECTION ND VIEW N acus 1 4• V� 4• fj DI SWWN WHEEL STOP DETAIL N.T.S. THE SEAL APPEARING ON THIS i►aftz--'.,Engineed DOC DEVVEEN LADE YEN, P' E.,BY ... :. UCENSE NO. 109835 .4 2730 Longmire, Suite A OCTOBER 9, 2014 College station, Texas 77845 RELEASE© FOR CONSTRUCTION :.::979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR DLD DLD JPS 14-351 OCTOBER 2014 Q QUI +i, . +2' ❑ +3' ❑ +4' - ® NOT REQUIRED BENCHMARK INFORMAITON TBM 1 N: 10188394.8832 E: 35577797.0696 ELEV : 309.33 (CORNER OF TRANSFORMER PAD) 109835 got° FIRM # 12327 SCHULTZ ENGINEERING, LLC TOW -AWAY ZONE IRE LANE SIGN DETAIL N.T.S. ALL CURBS AND CURB ENDS SHALL BE PAINTED RED WITH FOUR INCH (41 WHITE LETTERING STATING "FIRE LANE - NO PARKING - TOW AWAY ZONE'. WORDING MAY NOT BE SPACED MORE THAN FIFTEEN FEEr APART. A SIGN TWELVE INCHES (127) WIDE AND EIGHTEEN INCHES (187 IN HEIGHT SHALL BE MOUNTED IN A CONSPICUOUS LOCATTOW AT EACH ENTRANCE TO THE PROPERTY. SUCH SIGNS SHALL BE TWF3.VE INCHES (12') WIDE AND EIGHTEEN INCHES HIGH, WITH A COMPANION SIGN TWELVE INCHES (12') WIDE AND SIX INCHES (6") NIGH STATING "TAW -AWAY ZONE : SUCH SIGNS SHALL 6E PAINTED ON A WHITE BACKGROUND WITH SYMBOLS, LETTER AND BORDER IN REN. THE FIRE LANE LINE SHOWN ON THE PLAN IS FOR REVIEW PURPOSES ONLY. A SIGN WILL BE PLACED AT THE ENTRANCE OF THE PROPERTY. WRIGHT DENTAL CLINIC MILLS PARK AT CAPROCK CROSSING GREENS PRAIRIE CENTER, PHASE 2A LOT 9R, BLOCK 5 -COLLEGE STATION, TX INTERIOR ISLANDS 4 TOTAL END ISLAND ADDITIONAL ISLAND ISLAND AREA INTERIOR NLY. AREA S.F. REQUIRED S,F. ISLAND AREA PROVIDED S.F. 1 309 180 129 2 235 180 55 ADDITIONAL INTERIOR LANDSCAPE ISLAND PROVIDED = 184 SF (132 SF REQUIRED) EXISTNG CURB & GUTTERKEEP 6" RISE To TYPE "D" EXPANSION JOINT. TO BE REMOVED PROPERTY UNE ELEV = T/C ELEVE. + 3" MATCH FL OF EXISTING GUTTER EXISTING PVMT-. EXISTING BASE--`_ 3' RNLI- `DRIVEWAiF APRON SHALL BE IN. 6" (28 -DAY CONCRETE DEFORMED 71E STRENGTH = 3500 PSI) W/ BAR BARS 0 18" O.C.E.W. ASPHAL 4 X 18" O.C. APRONS W/O CURB & GUTTER FOR TYING NEW SHALL BE ALLOWED ON OPEN CONCRETE TO DiTCHED STREET SECTIONS 0 EXISTING CONCRETE PVMT. ONLY. SISI ,�Y�E�.O.-4. A TYPE "G" EXPANSION JOINT LANDSCAPE AND ANALYSIS: PROPERTY LINE TOTAL PARKING: 21 SPACES PERIPHERAL PARKING: 10 SPACES INTERIOR PARKING: 11 SPACES INTERIOR LANDSCAPE ISLAND REQUIRED: * MAINTAIN 2X 11 SPACES X 12 = 132 SF MAX CR0% SLOPE _ 25' WIN. FL . � _ v. SIDEWALK l s NEAT VARIES LONGITUDINAL REMOVE CURB JOINT THRU RAMP •RETURN CURB TO HAVE A ROLL FACE DIMINISHIN AT RADIUS POINT. AMBULATORY RAMP SLOPE = 1:12 MAX i -NEAT COL C%aL. Al I%Jt : , ---4p TYPE "G" A \•EXISTING CURB & GUTTER TO ENGINEERING JOINTEXPANSION NEAT BE REMOVED - REPLACE STREET SAW CUT SURFACING AS NEEDED NWTO SCAM • 1I VICINITY' MAP LOCA COMMERCIAL, DRIVEWAY DETAIL` * AN ADMINISTRATIVE ADJUSTMENT IS BEING It= REQUESTED TO REDUCE THE PARKING SPACES REQUIRED. UFUW DBAAM WATER DEMAND PER I„ EASE fiS MINIMUM 0 GPM AVERAGE 7.5 GPM MAXIMUM (PEAK) 30 GPM 1" DOMESTIC WATER METER ANITARX_SEWER DEMAND EEELEASE SPAt'E (® 90% OF WATER DEMAND) AVERAGE 6.25 GPM MAXIMUM (PEAK) 32 GPM 4" SANITARY SEWER UNE ® 1.04% MIN. SLOPE FIXTURE UNITS = 60 FIXTURE UNITS ALLOWED = 180 PIPE SLOPE OK PARKING ANALYSTS REQUIRED PARKINQ: 3779 SF OF DENTAL CLINIC 1 SPACE PER 200 SF 19 SPACES REQUIRED 9' WIDTH. 20' LENGTH TYP. PROPOSPARKING: 20 SPACES PARKING 1 SP -ACG HANnICAp PARKIN . 21 SPACES PROVIDED TOTAL WRIGHT DENTAL CLINIC TOTAL AREA = 0.54 ACRES GREENS PRAIRIE PHASE 2A LOT 9R, BLOCK 5 VOL 116W, PCS 140 AUGUSTUS BABILLE SURVEY, A--75 COLLEGE STATION, BRAZOS COUNTY, TEXAS SCALE: 1 "=20' OCTOBER 2014 OWNER/DEVELOPER: LOP ER. SURVEY OR• ADZANO LLC BRAD KERS RPLS N0. 4502 2108 MAPLEWOOD COURT KERR SURVEYING, LLC COLLAGEiAIQN;yfi)C?x4,5�. 409 N. TEXAS AVENUE 3 �v 7 a� ,� � y U P i BRYAN, TX 77803 i t s \ ✓? (979) 268-3195 z �71� [ENGINEER: SWULM ENGINEERING, U.C. OCT 1 5 2014T?a BOX 11995 COLLEGE STATION. TTX 77842 (979)764••3900 SCALE SHEET VERTICAL NIA HORIZONTAL 1 "=29 SCALE: 1:1 ME: 14-351 4 T NLY. VARIES LONGITUDINAL REMOVE CURB JOINT THRU RAMP •RETURN CURB TO HAVE A ROLL FACE DIMINISHIN AT RADIUS POINT. AMBULATORY RAMP SLOPE = 1:12 MAX i -NEAT COL C%aL. Al I%Jt : , ---4p TYPE "G" A \•EXISTING CURB & GUTTER TO ENGINEERING JOINTEXPANSION NEAT BE REMOVED - REPLACE STREET SAW CUT SURFACING AS NEEDED NWTO SCAM • 1I VICINITY' MAP LOCA COMMERCIAL, DRIVEWAY DETAIL` * AN ADMINISTRATIVE ADJUSTMENT IS BEING It= REQUESTED TO REDUCE THE PARKING SPACES REQUIRED. UFUW DBAAM WATER DEMAND PER I„ EASE fiS MINIMUM 0 GPM AVERAGE 7.5 GPM MAXIMUM (PEAK) 30 GPM 1" DOMESTIC WATER METER ANITARX_SEWER DEMAND EEELEASE SPAt'E (® 90% OF WATER DEMAND) AVERAGE 6.25 GPM MAXIMUM (PEAK) 32 GPM 4" SANITARY SEWER UNE ® 1.04% MIN. SLOPE FIXTURE UNITS = 60 FIXTURE UNITS ALLOWED = 180 PIPE SLOPE OK PARKING ANALYSTS REQUIRED PARKINQ: 3779 SF OF DENTAL CLINIC 1 SPACE PER 200 SF 19 SPACES REQUIRED 9' WIDTH. 20' LENGTH TYP. PROPOSPARKING: 20 SPACES PARKING 1 SP -ACG HANnICAp PARKIN . 21 SPACES PROVIDED TOTAL WRIGHT DENTAL CLINIC TOTAL AREA = 0.54 ACRES GREENS PRAIRIE PHASE 2A LOT 9R, BLOCK 5 VOL 116W, PCS 140 AUGUSTUS BABILLE SURVEY, A--75 COLLEGE STATION, BRAZOS COUNTY, TEXAS SCALE: 1 "=20' OCTOBER 2014 OWNER/DEVELOPER: LOP ER. SURVEY OR• ADZANO LLC BRAD KERS RPLS N0. 4502 2108 MAPLEWOOD COURT KERR SURVEYING, LLC COLLAGEiAIQN;yfi)C?x4,5�. 409 N. TEXAS AVENUE 3 �v 7 a� ,� � y U P i BRYAN, TX 77803 i t s \ ✓? (979) 268-3195 z �71� [ENGINEER: SWULM ENGINEERING, U.C. OCT 1 5 2014T?a BOX 11995 COLLEGE STATION. TTX 77842 (979)764••3900 SCALE SHEET VERTICAL NIA HORIZONTAL 1 "=29 SCALE: 1:1 ME: 14-351 �■■ m I 1 I 1 i ( { I �..�.r 140 tn,i �� i� �. �� w� !•.yt;� lee I 1 �► • . I' .K �, Lj !.'.. r 1'•. DI UE. 1 STORY BUILDING - - O G . FF -31 1 .7 j i l I •� � 3,779 SF _ •I � _ _ / 21'9" MAX BLDG. HT. j i LOT 9R i BLOCKS ' 0.54 ACRES \ +.. !E .••...•.tet,.•-.•.•`r.•-�-.• .••.•. � 1 sn to • - - I I BRAZ OS TEXAS LAND D D EVELO . P MEbIT LLC. i 4 A D -- - -- 1 y1 l t LOT 8R _ BLOCKS S 0.59 ACRE S A D _ a D ZONED GC & OV LeiD I 1 - 1 t . . . . . . . . . -4-- . o D. D 11 I1Q > o pe A a G D A MILLS PARK CIRCLE (PRIVATE) 9-S- s -S 9-s- �8, FF(% 1S 14 15 1S 1S :1 SS ` PLANTING LEGEND LANDSCAPE POINTS - SYMBOL SIZE NAME & TYPE QUANTITY POINT VALUE'TOTAL POINTS =�> 3.5R OR LARGER CAL LIVE OAK (Quercus virginiana } CANOPY 5 300 1500 R R 2.1 -3.4 CAL cercus vi Q iniana ( r9 ) CREPE MYRTLE 600 DESIGNED DRAWN CANOPY 1.25" CAL PER CANE (L.agemtoemia indica) NON -CANOPY 4 p D D' _ 12 Q CRIMSON COLOR OCTOBER 2014 CRIMSON COLOR 5 GAL. SEA GREEN JUNIPER (Junipers x pfitzedana) SHURB 19 10 ISO TOTAL: 2,050 1 I D D S7 - .D, i. P �•s7 - V of v D A D 1 N '8 p 00 cn D •D 4 Q � � D •D Q 00 W Q D I. Q w I '� w D I 4 Scr t]. D • W •v ' Uj 00 V �. P I _ Q. { cn 1z pa v v D Ut D # a Q p. Encn V V ' ° Dco t" j E v co • � D !a � � V D •D' CD • .. DI a 00 D —MD i. 00 �■■ m I 1 I 1 i ( { I �..�.r 140 tn,i �� i� �. �� w� !•.yt;� lee I 1 �► • . I' .K �, Lj !.'.. r 1'•. DI UE. 1 STORY BUILDING - - O G . FF -31 1 .7 j i l I •� � 3,779 SF _ •I � _ _ / 21'9" MAX BLDG. HT. j i LOT 9R i BLOCKS ' 0.54 ACRES \ +.. !E .••...•.tet,.•-.•.•`r.•-�-.• .••.•. � 1 sn to • - - I I BRAZ OS TEXAS LAND D D EVELO . P MEbIT LLC. i 4 A D -- - -- 1 y1 l t LOT 8R _ BLOCKS S 0.59 ACRE S A D _ a D ZONED GC & OV LeiD I 1 - 1 t . . . . . . . . . -4-- . o D. D 11 I1Q > o pe A a G D A MILLS PARK CIRCLE (PRIVATE) 9-S- s -S 9-s- �8, FF(% 1S 14 15 1S 1S :1 SS ` PLANTING LEGEND LANDSCAPE POINTS - SYMBOL SIZE NAME & TYPE QUANTITY POINT VALUE'TOTAL POINTS =�> 3.5R OR LARGER CAL LIVE OAK (Quercus virginiana } CANOPY 5 300 1500 R R 2.1 -3.4 CAL cercus vi Q iniana ( r9 ) CREPE MYRTLE 600 DESIGNED DRAWN CANOPY 1.25" CAL PER CANE (L.agemtoemia indica) NON -CANOPY g 40 360 _ 12 560 CRIMSON COLOR OCTOBER 2014 CRIMSON COLOR 5 GAL. SEA GREEN JUNIPER (Junipers x pfitzedana) SHURB 19 10 ISO TOTAL: 2,050 STRE ETSCAP E TREES QUANTITY TOTAL POINTS Itz.-Engineering,'Ll::= LIVE OAK 2730 Longmire, Suite A - College Station, Texas 77845 R R 2.1 -3.4 CAL cercus vi Q iniana ( r9 ) 4 600 DESIGNED DRAWN CANOPY JOB NO. DATE 1.25" CAL PER CANE CREPE MYRTLE (Lagerstoemia Indica) NON -CANOPY _ 12 560 14-351 OCTOBER 2014 CRIMSON COLOR TOTAL STREETSCAPE: 1160 NOTE: 2 NON -CANOPY TREES COUNT AS 1 CANOPY TREE F_ 9 M 9—M 9—m 9—m 9—M 9— 9—M __. 9'M —SS--` 51 10 5 0 10 --'' SCALE IN FEET .51 THIS LANDSCAPE PLAN IS FOR PERMITTING ONLY AND IS NOT INTENDED FOR CONSTRUCTION WRIGHT DENTAAI,, CLINIC MII,LS PARK AT CAPROCK CROSSING GREENS PRAIRIE CENTER, PHASE 2A LOT 91;, BLOCK 5 -COLLEGE STATION, TX EGM . _ IRRIGATION SLEEVES 2-3" PVC PIPES POINTS PER PROJECT AREA: 23,522 SQUARE FEET OF SITE AREA 23,522 SF / 1,000 = 23.52 23.52 x 30 = 706 POINTS 706 x 2 = 1,412 (BUILDING PLOT) ADDITIONAL LANDSCAPE POINTS FOR STREETSCAPE: ((280/50)) x 300 POINTS = 1,880 POINTS TOTAL POINTS REQUIRED: 1,412 + 1,680 = 3,092 POINTS TOTAL POINTS PROPOSED: 3,210 POINTS (2,100 POINTS FROM CANOPY -TREES = 55.4.0 GREENS PRAIRIE -ROAD STREETSCAPE: CANOPY TREES (1 PER 32'): 175 / 32' - 6 CANOPY TREES REQUIRED 2 CANOPY TREES PROVIDED 8 NON—CANOPY TREES PROVIDED* * 2 NON—CANOPY TREES COUNT AS 1 CANOPY TREE PUBLIC WAY STREETSCAPE: CANOPY TREES (1 PER 32'): 105 / 32' = 4 CANOPY TREES REQUIRED 2 CANOPY TREES PROVIDED 4 NON—CANOPY TREES PROVIDED* * 2 NON—CANOPY TREES COUNT AS 1 CANOPY TREE GENERAL NOTE: 100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, DECORATIVE ROCK ( NOT LOOSE, OR A 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. IRRIGATION SYSTEM NOTES: I. 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 CIN ORDINANCE 2394. 3. ALL BACK FLOW DEVICES MUST BE INSTALLED AND TESTED UPON INSTALLATION AS PER CITY ORDINANCE 2394. MARK LOCA1iON WITH GALVANIZED CARRIAGE BOLT W X 2" EXTEND END 18" BEYOND CONCRETE '1 V q7 . �"""'� x!'"�� 'n .{ t - ��4�y�`y'• OCT 15 2014 LANDSCAPE PLAN SIDEWALK OR PATH WHERE APPLICABLE BOLT IN WALK 18"+' •3" SCH 40 PVC PIPE 12" BELOW TOP OF GRADE TYP. *NOTE PVC SLEEVES UNDER PVC SLEEVE PAVEMENT SECTIONS N.T.S. NEED TO BE 16" BELOW THE TOP OF PAVEMENT. SCALE VERTICAL N/A HORIZONTAL _ 1°=10' PLATTING SCALE: 1.1 FILE NAME: 14-351 SHEET Itz.-Engineering,'Ll::= 2730 Longmire, Suite A - College Station, Texas 77845 77.979.764.3900 TBPE NO.12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KERR DLD DLD JPS 14-351 OCTOBER 2014 THIS LANDSCAPE PLAN IS FOR PERMITTING ONLY AND IS NOT INTENDED FOR CONSTRUCTION WRIGHT DENTAAI,, CLINIC MII,LS PARK AT CAPROCK CROSSING GREENS PRAIRIE CENTER, PHASE 2A LOT 91;, BLOCK 5 -COLLEGE STATION, TX EGM . _ IRRIGATION SLEEVES 2-3" PVC PIPES POINTS PER PROJECT AREA: 23,522 SQUARE FEET OF SITE AREA 23,522 SF / 1,000 = 23.52 23.52 x 30 = 706 POINTS 706 x 2 = 1,412 (BUILDING PLOT) ADDITIONAL LANDSCAPE POINTS FOR STREETSCAPE: ((280/50)) x 300 POINTS = 1,880 POINTS TOTAL POINTS REQUIRED: 1,412 + 1,680 = 3,092 POINTS TOTAL POINTS PROPOSED: 3,210 POINTS (2,100 POINTS FROM CANOPY -TREES = 55.4.0 GREENS PRAIRIE -ROAD STREETSCAPE: CANOPY TREES (1 PER 32'): 175 / 32' - 6 CANOPY TREES REQUIRED 2 CANOPY TREES PROVIDED 8 NON—CANOPY TREES PROVIDED* * 2 NON—CANOPY TREES COUNT AS 1 CANOPY TREE PUBLIC WAY STREETSCAPE: CANOPY TREES (1 PER 32'): 105 / 32' = 4 CANOPY TREES REQUIRED 2 CANOPY TREES PROVIDED 4 NON—CANOPY TREES PROVIDED* * 2 NON—CANOPY TREES COUNT AS 1 CANOPY TREE GENERAL NOTE: 100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, DECORATIVE ROCK ( NOT LOOSE, OR A 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. IRRIGATION SYSTEM NOTES: I. 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 CIN ORDINANCE 2394. 3. ALL BACK FLOW DEVICES MUST BE INSTALLED AND TESTED UPON INSTALLATION AS PER CITY ORDINANCE 2394. MARK LOCA1iON WITH GALVANIZED CARRIAGE BOLT W X 2" EXTEND END 18" BEYOND CONCRETE '1 V q7 . �"""'� x!'"�� 'n .{ t - ��4�y�`y'• OCT 15 2014 LANDSCAPE PLAN SIDEWALK OR PATH WHERE APPLICABLE BOLT IN WALK 18"+' •3" SCH 40 PVC PIPE 12" BELOW TOP OF GRADE TYP. *NOTE PVC SLEEVES UNDER PVC SLEEVE PAVEMENT SECTIONS N.T.S. NEED TO BE 16" BELOW THE TOP OF PAVEMENT. SCALE VERTICAL N/A HORIZONTAL _ 1°=10' PLATTING SCALE: 1.1 FILE NAME: 14-351 SHEET