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' H~NV218 ,9 HJJM 331 'r'n ~ 1 r~ - S _ _ j sa ~ ~ ~v13o 33s _ i ' - 4+~ 0 CII (tilOH3'i 3'39dIHVn) _ ' tit afy ~ V ~ _ ~IlndrXb aoH~NV •rw s N arm li -F, -r---____.__- r tit 3nwn 31V0 •r-n ,s ' ' 9tN'kIf30;1 i , ,3 ~ , . „£lX„9 ~ ~ i i ~ ~ , X08 3n'Mn i ' _ _ ` _ ' 1 - ' N ~ ~ E ~ 1 s~~~~r~ > c~dua erg ~ ~ , , ~ ~ 1 , ~O~l~f1~.tN~3 ~ f i 1iNfi _ ~ ~ 2 1 }l ION 51 It E ! _ ~ t ~ I I j ~ ~ ~ ~ ~ ~ L 3Nnr No (-M)03 80 ~ ~ I V 3SN30 .4 'ON MAW OW 3M .e MW 'WnO3 HO '09*Z-.A a ~y` ~ 'lnHOS d . so m.- IYIMVN M013) •X08 3nrn sav a*S*&YU 3W ± I i I i ( 1" ~r..' ~ I 1WHJf)b~ f QW TA HIM SIMVM " _3H3 -3iOM rt AlNo _ - 013 SIHI t r ~ p e~~ i a zi? ~ + ~ 1. ALL OtlM1~Ei'E ;FQR-PICI#fT ` S1iACl. BE TO THE NX~NOf DEPTH ! ®H THE PLANS AND SHALL HA4E A 1NOM 28-tfAY OiD~~ S"~TH OF 3000 P51, 1FIE MA'XIM~1 ~ ~ . NTA6E OF FLY ASH Oi PtAh1D CEMENT S}~+ll BE 2t! PERCENT. THE ~3QN'lRAC'tDR 'S ~'1 AND- C+tptipACTIDN JOMTS TO 1' a PLAN OF THE . ENGIMi~R ft7R REV~,IIf t Tf! PAVEMENT aa~S'[RUCTIDN. ~ TAUBER STREET l J MATCH 2. REINFQI SNALl. dE GICADE 60 (~,tlpp PSf) EXISTN~16 Vfi ~n ~ ~ PAVEf~M17 3. FN,1. ~1;. U9~ TCi k'~WE t IN ARERS TO RECEDE` Plbip~Et~i SHN1 ` GaMIRACTED TO AT LEAST 95X _-------____.....__._.~._____~,.---~-at-----__.__.__. , ~ . OF THE M~ DRY DENStY AS DEtERMRs~D BY THE STANDAI#? PROCtOR TEST ~ t11i90), AT A MIOiS1URE ~ ____w__. CONtEl~l' FR4ki 2X BEtAW TO 4X ABOVE THE OPTItil~i MO~Ttl'RE COIlFE1~ti. ~r + ~ ~ ~ , ~ r` ~ sc. ~ ~ ~ ~ ~ j,~Q N,~r END CitRB _ 1 ~ /f l n ~p 1 ~ w c~ u~„ ~ ~ ~ ~ ~ ~ . 1 ~ 35 ~ ~r r ~ ~ ~ ~ n- nh - U . v ii - - - - - - - - - _ ~r' ~ 352.50 352.75 / 1 353 • FL = 35f.60 3 352. CON T: .352.50----'-""~ 352.55 TC ~ 352.25 ENtt' . TREA . ~ 1 '352.00 ti ~ E-- i . 8 X10 ~ ~ 1' w PVC PIPE_ - ~ FL =351.70 0 1 ~ WIDE N 0 f.00X f CURB . ~ ~ OPENING o 1,5 SLOPE / i ~ 352.15 ~ ' s 2.50 i- Bpl'~1 ELEV 353.20 ~ x352.72 TC i 352.75 / i ! o 0 0 i O ~ ! r M ~ _ ~ ~ K ~ ~ ~ f 1 I ~ I ~ \ I i~ 1 ~ i; i ~ / ' I y, ~ i ,L PVC CONCRETE ~ ~ (METE PNsE ~ I ENO TREATMENT ) , END TREATMENT ~ f I i f u y ~ l j I • ! ~ ~ i PoNO ~ cR{)~s ~ 1 I~ s S,~CT10N \ ~ 1 ( + . _ i 353.1 TC ~ , 1 ~ ~ ~ ~ 't ~ I 1 ~ 's, I ~ ~ ~ 'r 1 ~ .52.6 TP w ~ rt . ~ ~ D ~ ~'~r . / FENCE ~ ~ ~ I ~ ~ I ~ 1 ',I 1 1 , t 353.24:` TC ~ r AJiTi t ~p ~ ~ SMOOTH DOWEL 8AR ,r ~ . ' ~ , _ 1A1 fi 1/2" DU1. X 18 , 1 O.C. , - ~ r ~r- ~ ~ ~ , . ~ - - _ _ - #AAT~A4.: . > ~ o- 1 A ~ . ~ (COATED W/HEA REASE) ~ . r , _l - t" ~ _ . ~ ~ ~ ~ . t \ I . e.~.. ~ ~ i 'r 5 ~ 1 \ ~ I METAL OR PLASTIC CAP, INSIDE \ 1 \ ,l ~ aaa+-EXTRUO~a flu.ER 'k . ' DIAMETER TO BE 1/i6' GREATER t, ~ ~ ~ \ ~ N THAN DIAMETER OF DOWEL BAR ~ tI ~ ~ ~ f ' _ CONTRACTON OR GfiluC~IDN dONTfS SWY.E BE N IN _ f~PANS10 JOT 1 ~ t ~ AT 15 tdAX. ers 1 352.5 TW ~ ~ i SEAiJwNT TO 8E ~ _ 5 _10 TW3S I NOTE: EXPMC~1! JDIMT TO iE SPACED AT 60' MAX. INTERVALS EQl1N» / (353.20 , SONOBORN '~.-1 OR 1~PRONED ~ EXPANSION JOINT SEALANT TD BE _ ~ 3 ` , _ ~ ~ 3 1 ~ SONOBORN Sl~-1 OR APPROVED EQUAL. 5 , }4, 3Qp L353.20 TC ~ 1 IF Ck~l6 IS NOT RUN AS 1 ~ r ~ N'FEt~L PART OF Pte, ~ ~ ~ ~3 BARS, 18" O.C.E.W. ~ E 1[OUBHEN SURFACE TOR ~ ~ 3 X tr 1' tBY1RS 3s? ~ PlIDVIDE It 3000psi CONCRETE PAVEMENT ,OD fr oc. ~ 1 _ r..,i51.. /3 BAR R~.i' . rf ~ 1 1 1~ 3S1, ~ • I 30 5' •r~ IC --?51 1 B.C. COMPACTED SUBGRADE 51 _ _ ~3 BARS 0 r - R~ FL = 35f.50 r ~ ~ IYPiCAI. SECTION j~plral c~NCRFTF PAVING SECTION g . ~ , / FEN NTS ~ ~ , i ' / " ~ CURB HEIGHT VARIES (0-6 ) 6 CURB CURB HEIGHT > . VARIES 0-6" = 1O . , . ( ~ SCALE. 1 i • ~ ✓ 'l 'a SEE STD. CONC. SIDEWAUf DETAILS SEE STD. CONC. SIDEWAK DETAILS ~ SECTION A-A SECTION LIGHT BROOM FINISH N.T.$ JO1Kts TO BE TOOLED N.T.S 1/4' TO 1/2" DEEP ARUIBLE CURB HEIGHT .5' CURB Htl' 0.0' CURB HEIHT : 4' 6 A 4' THICK (MIN) REINFORCED CONCRETE SIOEWAU( EXP {3000 PSt, 28-DAY 5TRENCT SIDEWALK CONTRACTION.~L!}1dI JOU~i rrts CURB do GUTTER . 1 4 PER 1' CONTRACTION JOINTS SHALL BE AT SAME SPACING AS SIDEWALK n,~.~ ,."Tf i Inl\R w..ww.n, ww..r~. n.w r ~ ~ • . • J[PU Min ovnri WW111 WIICL ON( _z SEALANT MATERIAL 1/e DIA. X 18' 12" O.C. :F..".:,v'.°.! SIDEWALK 6' WIDE (COATED V'/HEAVY GREASE) 12N 3/4 1:12 - ; t 4 12" 2N SAND CUSHION - ~413 DOWELS 0 4" SP 3 BARS 0 18 O.C.E 2 SPACING ON CENTER WHERE SIDEWALK ABUTS CURB " TO DEEP NON-EXTRUDING MF fAL OR PU STIC CAP, INSIDE COMPACTED SUBGRADE LIGHT BROOM INISH W/ GROOVES (1/4 0 1/2 JOINT RUER DIAMETER TO B: 1/16' GREATER X 1/4" WIDE 3/4" TO 2" APART), PROVIDE COLORED DMA4ETEF OF A CONCRETE FOI CONTRAST THAN DOWEL BAR g CONCRETE SIDEWALK CROSS I 0.0' CURB HE 6 (MAX) 0.5' CURB HEHT I SIDEWALK EXPANSION JQW NTS K;HT ~ r PICAI.,. RAMP DELAIj„AT: PARKING G AREAS TO BE SPACED AT 60' MAX. INTERVALS BE NOTE: EXPANSION JOINT SEALANT TO SONOBORN SL-1 OR APPROVED EQUAL. r , 4 f % IT- ELECTRICAL SERVICE NOTES ~ PECIFIC NOTES GENERAL NOTES S t. CONTRACTOR IS TO VERIFY THE EXACT LOCATION ANfl 1• ~ DEVELOPER OF THE PROPERTY G BILL COGLEY, 1. DEVELOPER INSTALLS CONDUIT PER qTY SPECS AND DESIGN. ~VG ANALYSIS UTILITY DEMAr VERTICAL POSITIONING OF ALL EXISTBG UtTUTiES ANT? 303 GLADE STREET; COLLEGE STAliON, TX 77845. 979)696-5142. JTY DEMA~(D LAt~ 5~ CMG A~~t~'S~~ ; ~ ~ , ~ ~ h~a PHASE: 1 - 8 BEDROOMS SERYHIE ltS WITHIN THE PROJECT AREA,. WHETHER SFFOWN THE ST'~.AO~SS' iS 405-409 TAUBER STREET, CGLEGE STAl10N, 2. DEVELOPER PROVIDES 30' OF /4 RIGID CONDUIT AND (PER 8-UNiT APB 8-UNiT APA~TM~NT BUILDfNG~ ~ ~ ~ ~ r.~ • O!N PLANS OR NOT, AT LEAST 48 HRS. PRIOR TO AMY TEXAS, 7'~'M5:' SITE CONSISTS OF LOTS 12, 13, if 14, BLOCK WEATHERHEAO FOR RISER POLES. DEVELOPER INSTALLS FIRST REt~1iZED BY ORDINANCE - 1.5 FACES PER BEDROOM ~NSTRUCTK>N. CONTRACTOR IS RESPONSIBLE FOR ANY 4, W. C. 80YE1T ESTATE PART111ON, PHASE ONE, AS RECORDED IN 10'. CITY INSTALLS REMAINDER. EQUALS ~ 2 SPACES ~ATER DEMAND u~o~a~ic ~r~ ~ ~a/rooms _ t,"".~`_~..T_.___"_1 r~ ~ , ~ - ~ _ * r - - . ~ ~ DAAUIGE DONE TO EXISTHrjG FALTUT~S, VOLI~ 106, PAID 441. _ _ MENIMUM - UTILtTiY CONTACTS 3. DEVELOPER POURS TRANSFORMER PA S PER CITY SPECS AND PROM )ED 9 SPACES 1 HANDICAPPED DiG TEES t-800-DIG-LESS. 2. THE PROPERTY. IS ZONED NG-3 - NORTHGATE tESIDENIIAL pE~p~, AVERAGE • . KA~RLY w~N o 1Xt! n4-2sas orStRtcr. PHASE: 2 - 8 BEDROOMS P K MAXIMUM (EA MIKE LAVENDER 0 COX CABLE 846-2229 4. DEVELOPER INSTALLS PULL BOXES AS PER q1Y SPECS AND REQUI ZED BY ORDINANCE - 1.5 SPACES PER BEDROOM " TONY MICHALS1tY O COLLEGE STATi~I ELECTRIC 3. IRIS LOT I$N(IT WITHIN THE 100-YR FLOODPLAIP ACCORDING DESIGN. (PULL BOXES PRONDED BY THE qTY) ~ DOMESTIC WAl 764-3438 TO THE FJ.R.M: FdR BRAZOS COUNTY, TEXAS AND IICORPORATEO EQUALS 12 SPACES CITY OF COLLEGE STATKN UTILITY DISPATCH 154-383$ AREAS, MAP NO.4$04tC0143 C EFFECTIVE JULY, 199?. 5. DEVELOPER PROVIDES DIGITAL AutoCAD 20001 VERSION OF PLAT PROM SEA - 1O SPACES ANO oR slrE PLAN. emoa To - SANITARY ~ R 2. ALL RADII AND DISTANCES ARE MEASURED TO THE BAq( 4. TOTAL SiTE AREA 15 0.397 ACRES AND BLDG COERAGE OF THE ~ c~ImOci.colleae station.tx.us - TO THE PARKING RE CEMENT WAS GRANTED 90~ OF WATE OF CURB UNLESS OTHERWISE NO1ED. SITE IS 0.21x ~8 DWELLING UNI15 (DU) -40.3 DU~AC. 6. DEVELOPER PROVIDES LOAD DATA FOR PRO~CT. A VAf LANCE QU ' BY T}-E PROJECT REVIEW COMMITTEE ON MARCH 2©; 2002 AVERAGE 3: ALL SfTE WORK IS TO BE DONE IN CONFORMANCE MATH g. 1LtE PROP06m APARTMENT BUILDINGS ARE 2.5 50RIES ARY ANKET EASEMENT FOR MAXIMUM PEAK 7. ~vELOPER PROVIDES TEMPOR eL TO REQUIRE ONLY 1 PARKING SPACE PER BEDROOM. ( THE qTY OF COLLEGE STATION STANDARD SPECIFICATIONS APPROX. 32.5-HIGH, 4si7.2 SF. FOR WATER dr SEWERS TS !k ORAINA(~. CONSTRUCTION PURPOSES. 6" SANITARY SE4 , 1REE ' 6. FIFER T4 ARCHITECTURAL AND/rxt STRUCTURAL )RAwtNGS FOR 8. DEVELOPER PROVIDES EASEMENTS FOR ELECTRIC ~,~D BY VARIANCE 4. ALL U11UTY LINES (WATER, GAS, SANITARY SEWER, EXTERIOR STAMtS, ANT) HANDRAIL. INFRASTRUCNRE AS INSTALLED FOR ELECTRIC LINES PHASE: 1 - 8 SPACES - 9 PROVIDED G,T.E., STORM SEWER, ETC.) SHOWN ARE TAKEN FROM BEST (INCLUDING STREET LIGHTS). AVYYtABLE RECORD fNFdtMATK]wl RASED ON CONSTRUCTKkI 7. THE IRRIGATKIN PLAN WN.L ~ SUBMITTED AND AIL IRRIGATION 1 HANDICAP SPACE ADJACENT PROPERTY tri uTIUTY MAP DOCUMENTS OBTAMIED FROM qTY tk REQUIREMENTS MET AI:FORE A (~RIiFICATE OF OCCIPANCY IS R PAYS F COST OF MOVING OVERHEAD PRIMARY PHASE: 2 - 8 SPACES - 10 PROVIDED 9. DEVELOPE OR INDEPENDENT AGENCIES ANO/OR ABOVE GROUND FTELD t5'gUED FOR THiS PRG,~CL 62RIGATION SYSTEM MUST BE POLE. WN MAY T T PROTECTED Y EITHE ~ Mina Dde E. dt Kc~ H EVIDENCE. SH4 POSIT~NS NO REPRESEN $ _R A PRESSURE VACUUM BREAK(R OR REDUCED AS-BUILT COND1110NS. PRE5SURE PRI.E RACK FLOW DEVICE AND INSTAL.ED AS PER WI AT ONE LOCATION ON EACH BUILDING. &yan Trust q1Y ORL?91ANCE X84, 10. METERS LL 8E Smith, Fred Zr Chdsey 5. PARKING LOT PAVEMENT TO ~ REINFORCED CONCRETE Veseali, Paviz Fk Chaitc PAVEMENT - 5" IN DEPTH. 8. "~L BACi4R~1M ~VIC£S MUST BE INSTALED AN) TESTED UPON ~iSTALLATiON A$ ~ qTY ORDNANCE 2394. 6. ALL PARKING SPACES ARE 9' BY 18.5' WITH 2' OF ` , UNOBSTRUCTED AREA PROW)ED FOR VEHICLE OVERHANG. 9• PROPO~Q ~ UTILITY EASEMENTS T4 BE COJVEYED BY „ RE-PLAT OA S~ARATE INS1RlA~1ENT. ~3 BARS, 18 O.C.E.MI. If C1a18 IS h 7. THE TOPOGRAPHY SHOtNN FOR THE SITE WAS PREPARED M INTEGRAL PAF FROkI FlELD SURVEY DATA BY KERR SURVEYING NIC. t0. THE MAIL. KFD6K ~IIALL BE CONSTRUCTED OF SIMLAR DESIGN 3000pa CONCRETE PAVEME ROUGHEN SUI AND MATERIALS AS iI~E PROPOSED APARTMENT BUILDING. tE PROVIDE 8. BEARWG SYSTEM SHOW!! HEREON IS BASED ON GRID ~ ~ . ~ : ~ Q 18" O.C. NORTH AS ESTABLISHED FROM GPS OBSERVATION. 5 ~3 BAR R=3. COMPACTED Si18GRADE 5" i' ' ~3 B~ °FOR N TfPiCAL CONCRETE PAVING SECTION - Ms PAVEMENT ' TYPICAL SECT! NTS . r _T-----..__ ._.__.f..-__...._, _ _ 9 T _ _ _ _ 7 I ~ ~ J ~ , ~ ~ ~ i ~ i I f f ~ i ~ - ° - - ~ i ~ ~ ~ G - ; i f I t ( ~ i I ! I I ~ `ter ~ L ~ } t fi i I 1 I I : . 1 1 ! ~ KEY NOTE ~ KEY NOTES I ~ ~ ® ~ 0 : i ~ ~ , : I _ _ 1. _ _ . _ _ . _.__L. _ _ , _ _ _ ~ 1 EXIST~IG WATER METER'. 10 1' WEE CURB OPEN9iG . 2 EXISTING AERIAL ELECTRIC LINE 11 SEWER CLEANOUT 3 EXISTING STREET LKXiT 12 6" SEWER SERVICE LH4E A EXISTING PARKING SPACES 4 EXISTING SEWER CLEANOUT 13 2" WATERLINE 3 PARKING 5 EXISi1NG GAS METER 14 R M TER + o EXISTING GRAVEL " 2 wATE E ~ AREAS TO BE REMOVED s EXISTING 2 WATERL.II~ 15 6` REMOVABLE RAISED CURB o TAUBER STREET 1 EXISTING 6" SANITARY SEWER LINE 16 2-3" PVC IRRIGATION k l m 60' R.Q.W, j 8 EXI5TING GAS LINE SLEEVES i T 1 27' ASPHALT PAVEMEN , ; \ ~ I 11 IRRIGATION METER ~ eagcFLOw PREVENTER _ _ , 18 a j f UNDERGROUND ELECTRICAL ' ~ ~ i _ M _ SERVICE - 1-4" GRAY CONCUIT ~ M . ~ s---,.,-•--.-~ ~ _ x ~ ~ M _ , r-__-- M ' r`., I " A UNDERGROUND ELECTRICAL _ M - - " M M , • 'I . ~ - SERVICE TO STREET LIGHT - 1 '1 ' _ • 50.00. ; ~ STREET R.O.W. LINL i 49.85 5© 4~. v ` ~ ~ ~ 1-1" GRAY PVC CONDUIT i y , . : [ . ~ ~ 47 52 ~ E: • ! is STORM WATER f•: ~ S 48 02 4 : ~ 4T.4~ 12 E DETENTION A A . . . I , . _ _ 1, r • . i 21 8° STORM WATER E EXISTING GRAVEL ~ V ~ ~ ! i ~ , , ~ ~ ~ ~ ' ! DRAINAGE PIPE p . ~ ~ ~ PAEiKING LOT / ~ 1 + ~ E-- I, , . I 22 6' SIDEWALK (PRIVATE) / ~ 8 ~ \ ~ ~ ~ ~ i i 23 4' ~DEWALK - - - ---1 - - - - - ~ i 24 MAIL KIOSK . ~ ! ~ ~ sx ~ ~ ' ~ ~ : ~ 25 CONCRETE BICYCLE PARKING , I , ,la i , ~ / I ~ AREA FOR 8 BICYCLES 15 FR 15 FRONT SETE3ACK LINE I ~ ~ ~ I / (3' X.12') ^ , ~ t. ~ / , ~ ~ 28 ELECTRIC METERS S` I ~ tit ~+r , k { w I 27 DUlAPS1ER SCREEMI E'EN ~ ~ ~ / ~ ~ ~ ~ s' HIGH . . i ~ ~ ~ " I ~ IF o X ~ Q ( 26 s' WioE ~~wALK (PUBLIC) 1 b. Uw ox= CD d x a ~ ~ y ; ~a o ~ > ~ o w 29 HANEMCAP PARKING SiGN I ~ j w ~ : } f-, a O t~ J 0~ I 30 FDC - FlRE DEPARTMENT ~ I ~ 0 G ~ ~ !rn a ~ ft. I ~ ~ ~ © . , j'.~ ,;~.i ~ w w ~ 3 n. i c} CONNECTION ~ v ~ I ~ ~ f-~ a Ow> ~Wf7 I ~Qm ~ 1--~0 o!o ~ toQ~ W W L~ ~ I Q. W , ~ W .IE ~ I ~ ~ ~ ~ ~ ~ LEGEND. LEGEND: ~ ; v ~ ~ m ~ I' I ~ m ~ WATER METERS ~ WATER FLOW DIRT=CTION ~ ~ ! 6 4 ~ o 00 ~ o ~ ~ ~ LIGHT POLE BURFORD HOLLY rn ~ I M ~ ~ ` ~ _ N -O- UTILITY POLE • + • I ~ I I + f--5 AERIAL ELECTRIC lIN£S WATER OAK ',al N I et k ~ ~ !•i: i ~ ~ ~ r~ I GRAVEL A R M ERS ~ Z P ~ t STORY WOOD i .~F I ~ W TE ET . ,l , J. ~ ~ L ~ ~ ~ ~I~, FRAME DUPLEX Z I UTILITt' POLE ~ !I+~~ ~ TO BE REMOVED I ~ ~ ~ ~ ~"I;, ~ ~ W000 DECKING ~ i , ;~r~ PHASE 1) ,D~ ~ ~ HANDICAP RAMP p G PHASE CONCRETE E h 1 ~ P~'' ~ y ~ , 2 ~ + EXISTING CONTOURS , i I ~ _ _ _ 1 pE. I 1 20 SIGHT TRIANGLE AREA ~ i AE E---~-AE AE-----A~- ,q~~ _~AE-- ~ - ' h 5 ~ _ ? ,c~-_. _ - - - I 1 ' aE - a WATER FLOW s s----__ a--- s s-- ------e s---,- ~s _s___ s~._.._._-.__ s-_. _ . s-_ _ - ~ . s_----- s-_ sro _ _ 1 ~ ~ ~ ~ ~ ~ ~ ,w,,,t, & su = ~ __-1______.. C~; 5 S„~ f--_,,, - s~ _ _ ;~a DIRECTION EXISTING CONTOURS • ~ N 1 If ( `t f )77+2. + _ .,~%i r.,'... , 47 53 W ' , N 47'52 53 W ~ ~-47'52 ~J EXISTING N 52 + , i ~ ' ~ ~ 00 ~ 50.00 ~ ~ + FIRE HYDRANT 0 50.00 50. I PROPOSED SEWER LINE ~ , : ~ i i I o i --5 1 I I PROPOSED WATERLINE I p~ Ix C3GPv~ JUN 19 ZQ02 5 t ` Gj < v CDEVELOP MTSk' Ill# ~T AERIAL ELECTRIC LINES ' ' Y , i I UNDERGROUND ELECTRIC i LINES ' l UE PUBLIC UTILITY EASEMENT LINE PRO POSED SITE PI EXISTING SITE y roc a