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HomeMy WebLinkAboutDrawings•289-„ -•.. 355' TO OPPO' SPRINGDALE t "DO NOT ENTER" SIGN CITY OF COLLEGE STATION \5' PUE & ACCESS EASEMENT .2jo, ARRINGTON. ROAD `� , 80' R.O.W. 1_.270.5TO ADJACENT PRIVATE DRIVE 54' 7800/12 \ \ 5' SIDEWALK ASFMALT PAVEMENT _. _' ' • "� . ' o Q PROFOSEd EXIST#NG FlRE HYDRANT EXISTING 12" 1.1_, _ -C}�-R-o�•5�5-w-A�t ATER LINE 1�, ... o ° - N t1aJ/, -px . . .-••�_ � 2. .,,,_,-_ . w-1 . . - . . - _ b o O. , ... ... �. :. ice, - .__ � .-.- -.�. - .. :' _tEffIRICAL . �W . ,.... ;. A0. . , . - ROPOSED GAS METER 4LAD PER-�1 Pt AN, t-& ' , fi �.� ._ f . . -.A -- idS'-.- -- NrJ`' ND GAS SERVICE LINE - -- SPE�1lATtO . FV --- - �.�� . L4 -z6 _ - .. - 9 ._ - -- �L 12 OVERLAY DISTRICT UNE ROP05ED . &2� ` +�2' 59 . -. - _ .. ---- "-'- '8�"WATERLJ a` a - .. RifIAtG --- . ____ _,_.. ->� �_ �,OQ. - ( .: 2 6 . SETBACK -- - ._.,, - `� S 1Q' P'.U.E PROP(}SED 15' PURL# 40' FRONT SETBACK - --- -- -- �`-Ip:16 i. 'B -B PARKING (SCAN 2 8002/249 U11UTY EASEMENT- . . �, .. _ ._ . ._ 20'6 SF . ._ .....::.• .._..:. . /' 1. -- P oPo .. " •\ 1,F RE- • ... .... SE 6 9 DEGR E PR POSED 1.5 ATER ETI:R :a. • .. IV, PUE NE , . • .. `, .. , . " r B D' & # 1"L RR SO TION AL.TGA N ME VER' r .. 1 . 57}/15jI LGN .. .. « ... « FA KING l LAND: RIll" w FIRE LANE .. . '! ( , ....... 328 SF ., �\ .9� SIGN (. ( 8 PIA KIfVG ! LAND' , 2 .•.t. t:,.. P �'._... . R TY P. j I -}- • 9. N 9 RKiN SPA S SF I I: R .. -- �� [ I PROPOS FIRE 14 N 9 _PARKING SPACES\ (.. rl o_ (` .1 i / !' .. �'� � �-„ y ) HYDRAN \ ( --- -.. '� 1 ' j DO NOT r. i ENTER SPEED PAWN, G I 'LAND j -. -., \ ti * , .. {_ l ( a 24. q I 4y cs: c SIGN / TABLE a y b� ry cq �: ( 4 Sf oN / (1) "1 ` .1 q TYP. ACCESSIBLE ROUTE 4r% ,�4r i I ra . / INTERIOR / 'A .,.' . I 13 �. 9 P RK#NG SPACES 757 SF ca':. I VAN A ESSIBL SPACE : ( --a I` I 'p<3•� a i ARE iu, ..-•.-VE I.AN u = LUy -. uw b i AN .. - ' I .. .. .. : I T.. • . . '�'�"` . , FLA POLE ER I { I , pi' . • . P:ROACSE 6 '�' ..: D •e y J, Cb (BY OTHELKS) �-.•36''. / - L MINIMUM 0' 'GPM HYDRANT (BY OTHERS) \ �2 / ARC ITECTU AL .., / THICK DUMPSTER : n to 6 9 P RKING SP • • a "• "' ': -I...... ...... ..:. " .. LOT 3, BLOCK. 2 It 18 PRO. �A OSED 1.17 ACRES: / c -per COLLEGE STATION MARKET PLACE 1-1 ZONED C/10& OV r: PAD &' > ;, N i _.. t 1. 2 HANDICAP P _ - a . FIXTURE .UNITS = 264 FIXTURE UNITS ALLOWED = '700 48 SPACES TOTAL_ " T1fP. SIDEAl.. ZONED C-1 & OV 30:26` PROPOS .G4. . 1 1,64.78' 110:00' .. o� ENCLOSURE PER •'- o I..r••,t. ,.. . • • ..... ,. ,:.. • , * mm $ .' \ �' ROPOSED 8" P KitVG: ISLAND PRO 8" - T �: 1.1.. 11 ARCHITECTURAL' • • .. , . .. ilk :.:: : , a : 89 SF DETAILS: .....6 ... / k . ; • > . t t . • t '. , ... `'ai 'w I. b '.r r r is• �. . s v .I, ° v � v b b rrtL'rrrr,�in'r�i,rr�. . -�4'1�: r-0: ,Tar' a.�•t;,ti's rYabr•as,r ;o r•r r.r• it-.. ;, " e ,. " ' K A ..:. E 4. Q.• .. q „. .a I/ :..f . -b; ,• WL .. R{} WSF.+N `aN •itr w': I a ( A E N G N• c a .SIG I. I I LS E- - - - : .1 `-� IRE 1. 5 WATER p, SERVICE SERVICE n I -- - ST ST -!' .1I _b' . . ST �r ST ST ST -- T:. o 111. . w i 1 I a e Irv- .i I iq I __ b b b t a o v ,PRC . I .. __L't-...._,o__4 - R >�.- - I v,; . `-1 6 . I. I .. f '0 1. 1 PROPOSEd. \ � ' ' PROPOSED A , 1'RflPOSED I I:. % R POSED 6' BIKE RACK 5 SIDEWALK \ o O .. 5 'SIDEWALK: i I � RE. DEPARTMENT \ '� / I I I SIDEWALK W I I: I ( :. / CONNECTION S f 1 I .1 I . .I \ I I: i I b j \ I! .11 T "I � a \ 6" SEWS m / ,i SERVICE r f I I c . + F- --_------------- - PRIMROSE SCHOOL ­­ - - - - - - - - , ?I :I va:. I \ 1. I . .-_______ . b . / /I\, 1 STORY N .�- 1 / LOT 1:,. BLOCK 2 / ' -I \ I ( \ I' 25 FT. BLDG. HT. T '� . sT I , 2269 ACRES :/ �, I :I �' I 10533/46 / FF - 270:00' PLAYGROUND % z4a' I � % . ZONED: C-1 & OV f !•Ile I f. ! � j l 11,.84.5 SF ARCH EQUIPMENT PER b � �, 1- / 0 I ` ITECTURAL \ . . / P . n ROPOSED 3-4 ELEC7RI I: DETAILS LS I s : .� I: II CO CO Ut ND TS PER CSU.. . P CANS i . 1 4- / / \ &: SP " F EC2 C I i TIONS i I �. r a- - - --- . TBM A' SITE zpFClFIc NOTES: SQ%A-LEGEND - B. ` ELED 1. THE OWNER OF THE PROPkiiiV !S THE COLLEGE ,STATION IdARKET. PLACE. THE 5UBIECT PROPERTY [5 LOT 1, BLOCK 2 OF ROP Ty CROSSWALKS & . _j ".1C CIE URB THE TOWER POINT SUBDIVISION PHASE 12. PROPERTY IS ZONED C-1 AND OV. DA ,AMP BY OTHERS ..� .- ^' EL EV: 2�9c1`,r 2. THE DiSi1IRBtIa AREA FOR THIS t'ROJECT 15 2:269 ACRES (98,B2Q SF). - - - - -. 2g4 - - _ _ _ , EXISTING CONTOUR f- - 3. DRAINAGE INFORMATION AND DETAILS WILL BE PROVIDED ON THE DRAINAGE PLAN as DRAINAGE REPORT.2$4 - - 4. LANDSCAPING AND IRRIGATION DESIGN &ANALYSIS WILL BE PROVIDED. ON 'THE LANDSCAPE do ERRtGA110N PU1N?. ,-._-..._ .�...Y . ._.... , .. .•..•_„a,.�-. •1--•-.� ., � BOUNDARY CONDUIT BY 5. THE IRRIGATION SYSTEM MUST BE APPROVED AND INSTALLED PRIOR TO C:O. PER SCTl'. PLA . 6. THE .MINIMUM.. REQUIRED FIRE FLOW .FOR A. COMMERC Pl1BL#C UTILI TY EASEMENT IA!_ BUlIAING IBC TYPE NS PER pp >.. VB OF 1T,B45.SF !S 3,OOD. GALL4. . . - -- - MINUTE. THE BUILDING IS FUL:l.Y SPRINKLED. WHICH .DECRFASES.'IHE AedUIRED) FIRE O. . 0 E ° &. SPECIFI TIO ' Fl E FL w 81' sD:. � a M N .. ter. .....,.�. 8.�.,...: ,�:.,�...n - - FI E:'.. UI ED. i +500 GF) _ R.. HYDRANT #S REQ . IRED. . lE ISTiN.c tlYQRANTS 4(161 B9 .sUFFtCIENT: - : _..- --- PRIVATE ACCESS EASEMENT b 7. f • „� }� E .r- ��n� E. E E E TRAFFIC, MPACT ANALYSIS IS UNDER THE MITIGATION. FOR TOWER- POINT .LOTS 3T3-37 PREPARED BY WALTER P, .MOORE: 7-- o- 4 ,;; -PI4i .. +i.._ 1-E:. E:: _ _ at MARCH 8.: 2 2 LINE __.. -,__ -.-. . 1. .. _ r 6 ` -,1� AS�EMC`Al B. THE SUBJt i TRACT DOES NOT: UE 1YfTNtN THE 1.QO' YEAR FLOODPLAIN :ACCOROiNG TO FEMA FLOOD INSURAt�. RATE . E �p FIRE LANE �'_10.s33/40FOR, BRAZOS.COUNTiI,: TEXAS-AND:INCORP09ATED ARENAS.: COMMUNITY °ND.'4BOR83, PANEL NOS. Q201D`'de 02050, MAP'_ : . I - NDS. 48041CO9010 do 48G'41C2b5O AS REViStiT PER LOMR CA8E.N0. #0.-0kT-065TP. £FfECTIYE:DAtEi :St?i. 15. 2011:. - ... . . . ..-- - ST. .. EXISTING STORM SEWER PIPE ST --•-• :ST. 9. .AIIRADIi AND DISTANCES ARE MEASURED :Tt� THE BACK 6F' CURB UNLE% OTHERWISE NO7ED. --- 10. ALL. PAVEMENT SHALL.BE CONCRETE REFER. TO THE PAVEMENT PLAN';FOR PAVEMENT DEPTHS; T �- ST ER PI ST --- s ' PROPOSED STORM SEW PE z 0 Q .0 Z 11: ALL. UTILITY. LINES (iNATER'., GAS, SANITARY SEWER; VM, ZON..: STORM. $EWER, :M-) SHOWN ::ARE TAKEN: FROM BEST . --^`--w- EX#STING WATER LINE AVAILABLE: RECORD :E F A71ON BASED. A R R NORM ASED ON CONSTRUCTION. unu ' ,L'j .[j TY MAP':DOCUMENTs .OBTAINED �Y FROM°:CITY & 1.: ENDEPENOENT AGENCIES AND/OEi ABOVE: GROUNt? FTELO E1tNEi10E SHOWN PbS11tONS MAY NOT REPRE'SENT.AS-BUILT . . PROPOSED :WATER LINE w -s P •< Q oo P_ CONDITIONS £1T w` ti; . 0"wom ; .... . . . .. S -B EXISTING' SANITARY `ti Q N V 12. ORDINt SETBACK IJNES SHALL BE 4N ACt:ORI?ANCE WLTH' THE CETY OF COI LEGE :STA°RON. UNIFIED DEVELOPMF3lT SEWER LINE CA I••rl ; : �:sn J .:: PAtTKl�l4 -S"8 PROPOSED SANITARY SEWER LINE _.. �: ;9 W .. :O ` 13. 'ALL. ROOF AND_GROUND=MOUNTED CHANtC EQUIPMEN3 5 -G C7 . 4:o ME ...... AL. E1AU..BE sGRi>aIED FRol�t VIEW Ott Ispi,ATEo 50 AS NOT T + .- BE: 'VISIBLE 'FROM ANY P.UBUG RIGHT: OF :WAY 'OR: RESi0EN71AL. DISTRICT: Wt7HtN 15Ci', OF EHE SUBJECT-tOT; :MEASURED . W : W {NATER SERVICE ,. �W'w\: 0"Y; Q - 0 L . r- FROM A :POINT 5 FEET ABOVE.. GRADE SUCH SCREENING SHAIIBE COORDINATED :4NTH THE'.SUILDiNG: ARCHIXCTURE AN La m t SCALE TO MAINTAIN A UNIFIWe APPEARANCE _ '{ �_ 04tiw �n.�_ 1 Y FLOODPLAIN 14. PROPOSED SIGNS SHALL,BE.PERMnlED W.ARhTEL`f IN ACCORDANCE:VATH THE`:CiDO A' a a _ .. .. GAS ...---- GAS PIPELINE :0 �7 -:� X N 15. TOWER' POINT PHASE 12. BLOCK 2, 'LOT 1 IS. PART OF_, THE. TOWER POINT. RHASE 12 BUILDING PLAT :.(b), AS IDENTIFIED ON i``1 Lr? . 1: .SIGN: 5kIALl COMPLY Wf(N.TTaE CaC5 THE APPRQYEU PRELIMINARY PLAT, 1?1DR. TNE:PURPOSE flF LANDSCAPING. ATiD:NO.N�RESIDENTWL ARCHRECWRAI. ..,. ,. :..m... .",....,. ,� fT1 PROPOSED IRRIGATION SLEEVES `7' FIRE':SL7tYlCE STANDARDS: STANDARDS FOR BUILDING PLOTS BETWEEN 2i3,OD0:.AND,'49:000 SQUARE F.M. ` - :', .. �`�: 1.6. ALL ELECTRICAL :IMPROYEMENiS SHALT.: BE .PER COLLEGE STATION UT1LiTiES SPECIFECATIONS:.AND' PER THE COI LEGE STATEDN - E{. E E - UNDERGROUND ELECTRICAL FIRE :LANE SI E a:' GN DETAIL UIILmES ELECTRICAL DESIGN FOR, PRiMROSE SCHOOL PROJECT: 3iI NTS.. " CSU: ELECTRICAL. CONTACT:. GN$ERT MARTINEZ Ix t FIRE HYDRANT 0 ELECiRIC PROJECT. COORDINATOR IME: LANE -MARKINGS CITY OF CDLt£GE STATION .UTTUTiES PH: 979-764 6314 GATE VALVES i. "E. .ALL. CURBS AND:'.CURB. ENDS $HALL BE':PAINiEiI. RED 'WITH: FOUR [NCH .I {..) 'WHIT'S LkTt'Ef ING; ST "FERE; LANE -: NO PARKING - MW AWAY OR PROPOSED BIKE RACK TONE" 'WORDING. MAY NOT BE SPAE: L 17. THE; DUMPSTER ENCLOSURRE. SHALL BE PER ARCHRECTUNAL.PLANS W/ 12' :x :12 CLEAR INTERIOR':OPENING:6 TALL.: THE: MORE. 'Ti" FIFTEEN. FEEr APART. DUMPSTER. ENCLOSURE ..MUST' BE' REMOVED. FOR HETI TTY. CONS` 111 ION WITHIN 'THE tiRLi)Y EASENEENT._ THE PROPERTY .. . .. ... ..: 2 A: SIGN TW1 L IN.' 12:: TNI OWNER IS.' 1ZESPONSiBI E:'FOR. THE' REPLACEMENT'4F TTiE':ENCFStIRE PROPOSED SIDEWALK RAMP . Vl .11 D HgGHt.SEiACt BE M0 E_AND EIGHTEEN INCHES .(1"8� 1N A CON !}HIED SPlC Q . U t1S LOCATION AT EACH.. ENTRt; PE TO THE PROPERTY' AND AT THE LO.CATRINS SHOWN. SUCH SIGNS 18. ALL 'PARKING WILL BE SCREEFI FROM: THE RIGHT OF: WAY BY A' 36 1110H. -BERM. SEE GRADING. PLAN FOR:. BERM O PROPOSED STORM SEWER JUNCTION BOX 6E i4rE1. IN Ht3; s ELEVATi01V5 \ SHALL uE C 1$ mo z, `) wt E AND EIG FIiEE33 '9ICHlS HiGH WITH A -COMPAN S ION: ICN 741EL VE INCHES 12 WIDE AND ( SIX INCHES' 'B HIGH (..A ..:. 19. THE 'FIRE:SUPPRESStON UNE .SHALE TERVE A LOCKABLE ® PROPOSED DRAINAGE INLET EE UD ON TTI .. E ISQEATtON 'VALV` THE LOCKABLE U SUPPLY' STATE G. "T W A D SHALL IV O WAY.ZONE",.SUC i HS N5S G . HAIL. B!:: , .FAINTED ON A WHiTE. THE .SAME PROTECTION . AS THE AMP' OR U tJ$ ' 62 LOCKING:UD AT M, i M ALTERNATE LOCKABLE 8E BACKGRbEJNp WiTFI :SYNIBOGS; .LEITER AND SOkDEi3 tN REQ. LiD SIfALt .� , 1. . : . APPROVED: BY COLLEGE STATION' UTILITIES OR: HIS°.DESIGNS: ,'..;' . • •:,t PROPOSED SIDEWALK .•.,. t / ED 20: A 0 WILL 8E KN X BOX PROVIDED<ON. TH . U E B ELDING N E': ET2ROOM.. EAR iH RiS PM:FIRE; DEPARTME NT R ... EVENT•S: EO V :I. arrrrr , ALK \ : I. raga � SILT FENCE NCI» 21. IS: Of. BFARINOS !S . MD BAS THE NUMENTEQ. SQ ItTH IG F ' Y EAST R HTO WA EJNE>OF .AR GT RIN ON ROAD 80.:R ACCORDING 7' ' 1. / THE RtcKr OF. WAY DEDtCAEIDN PLAT d?F ARRINGTON ROAD AND :80' WIDE DECATUR DRIVE RECO ( D _1N0 0 7800 PG: t 2: ®:I. �� RECORD BEARING. BEAE2ING; S 45' .08'. 31" W. RDE Y L. _ `' / J ..- 1 22• RETAINING WALL SHALL BE AN MSE.::TYPE 'WAIL WITH. STc3NE, ac' COLO2 TO COMPLEMENT BUILDING STONE & CQIAR CONSTRUGT}ON EXIT . . .. _. 1.i RESERVED 2"it18' REFLECTIVE FINISH METAL .SIGN 23. ANY EXPOSED; CONCRETE;.OVER a ;IN HEiGHT' .WILL ..BE::SCREENE D: TROM VIEW 'OR TREATED TO. LOOK T IKE: A :STON€. 'B.. .1 PARKING :OR .OTHER ALTERNAINE .. AS APPROVED 6Y THE ADM' 1NISTRATQR; .. Io ® DISTURBED AREA LIMITS . 1_6" ... .. .. .. . 24: DUMPSTER. GATE SHALL OPEN. 18Q.OFfiR, % A 6" CLEARANCE FOR CURS :SHALL BE PftOMDE D' . L�: �:� IN 25. THIS DEVELOPMENT>IS.LOCATED WfTHIN THE: SPRING "C P REEK IM ACT FEE AREA THE FEE WIl t BE L1UE E LIME THE G ARE AT TIE SE BUILD14 PEERRMIIS:' ISSUED. ... ®. :li. r: r. r: �: r N A r. 1� Ra At,* r,'IR. 3" 12 x9": REPLEC LVE FINISH METAL :SIGN ACCESSIBLE .ROUTE i GENERAL 'NOTES: 8 Y I 1, THE CONTRACTOR SHALL BE RESPONSIBLE -FOR VMINNG 7K -..EXACT LbCAMON .OF. ALL EXISTING. UNDERGROUND UTEUTIES. \ .. NOTIFICATION '& THE. UTILITY~COMPANIES .48 HOURS' IN ADV ' L.ANCE.DF cDNsTRucnoN Is REQUIRED. DC -FIRE DEPARTMENT CONNECTION DIG TEM.. (800 344-8317 FDIC CO iON A1MDS ENERGY; (979 T/ 4 -25t)6 UDDEN LINK COMMUNICATIONS; - PR S979 5 4 QPOS D .6 .WAIS: LI59 z 29 R NE 2x2 . GAL. AN tzEn sTE:E1 TITHE: co COLUMN VERIZpti: 79 -. BY' .DTH 'RS Si»T IN CONCRETE FObTING:::PROVlnE szy 4770 BLACi±I..CCiATED CHAINLINK FENCE PER ( ) IsAi VANEEf)::SISI; ; CJaP .WELpt37 TO" o o. o. o a -u---: . TDP OE TUBE PAINT 1U$E:AND .CAP: 2 Tr,.IS.1i1EE RESPONSIBIVff.. OF THE. CONTRACTOR TO :USE WHATEVER. MEANS. NECESSARY `TO::MINNIZE,EROSION .AND PREVENT .. L DETAILS . .. I. ... ... . .. ...... SEDIMENT FROM: LEAVING THE :PROJECT SITE' THIS .INCLUDES 'THE IN5TAlIAMWIWOF A:CONSTRUCTION :EXIT AND. SILT FENCE CHI .ECTURA .. cn: I' r /b .v •' o,t v v �,. e. 0. I SED o b . . v. ; L: S i J I "�"_`' I .t I I 1 . n e �` PROPOSED . „ .. ,, .v.: . •d / I 00: -DECORATIVE . ' ! .. v.,. lb, ® / 3. THE CONTRACTOR IS RESPONSIBLE '.a .. o. Et --u---- E1RAiNE IRAN FENCE PER BLE FOR INSPECTING. AlAID' MAINTAINING .THt E9tOSi0N ArfD SEDIME[Ji CONTttOL REVILES, I. �, I ELECTRIC I ... ,: b , . .. b TIE \. i I. . . /� "tt E. U ) �. INSPECTIONS SHALL BE DONE EVERY DAYS: 1 2' QR.. ORE ARCHITECTURAL DETAIL I a I METER U / / I; I % M.... TIES OONTRACTOR j ( b ALL MUD DEPOSITED ON THE' ADJACENT '.STRETS' - A RESULT OF THE CONSTRUCTION OF 'THIS': PROJECT. t' I I o :_ ft l . a +"�_ •�-I � [, I SFIALL REMOVE I I a a o i �" 4. THE.CONTRACTOR iS REQUIRED TO MAINTAIN TETE TPOES GENERAL'PERMET N0.7XR 18[TOOO RE UiRF.M O tT ENT- FOR SEWER MANHOLE ! I I , 0 : ;I ,� l I I bl 3• ° v-. CONSTRUCTION SITES °. �. , cbN I . • 1 L. 1. ALL CHARA47EFIS:. MUST BE $0" ® I s t' MiN MU 5. PERMANENT' VEGETATION WILL BE ESTABLISHED ON THE DISTURBED AREAS AFTER CON . /I PROPOSED 5 SIDEWALK q t. t -._bv + N L .,M ABOYE.t7?AE)E OR SIDEWALK, STRUCTION. 15 COMPLETE BY I I t t b • v v qv. �) FI1iDROMEJi CHENG AND SEEDING ASL E)iSTURBE: AREAS: I ,, p, .. ' 1 I. -I I ::.. Q ST a RETAINING WALL ,.. I '� j I ..b b iij a �. $: ALL: CONSTRi1CI[ON'SEfiAit BE IN.ACCORDANGE WlTIi INE 2C1Q CITY OF 6RYAN COLLEGE STATION: STANDARD: ! ' \/ / : .. '. > o . b. .. L\ �•° e AI)A.SIGN DETAIL. sPEaFTCAT1DNs D /...... . I ..1 I o, ®. o Ill! a, f j. Q PIF.. AN DETAIL$ FOR° g1ATER: AEIc CONSTRUCTION:SHALL: 3E'CODRDlNATED Yt1TFi. Ti3E cETY. ... t1R'S OFFICE I L I 1' .Q :... I .T I - L 1. -- . a VARIABLE LENGTH _.. I ___ u, 7. THE CcxgsTRUCTioN.SHALL COMPLY WITH OSHA sTANQARD 29 CFR PART 1926 SUBPAR m I 4. _ _ _ _ _ _ T P FOR TRENCH SAFETY CROSSWALK 'j.i f. 0 1 I ® I 10533 ::46: _ - ---,_ � - eEaulR iaErits. _ -l_ I -_ - w ___,-._,----_1_- __ -�- / • _ u • j I I 8. _ V CONTRACTOR SHALL REMOVE THE EROSION CONTROL MEASURES ONCE GRASS 15 ESTABt lSHtxi. 11 i } I I (ti . d, e : / � PROPOSED CROSSWALK _- _ _ JQ � INLET PROTECTION .) Il tOB 9. INLET '� I• � � PROPOSED PLAYGROUND EQUIPMENT cn y / & ADA RAMPS W PER ARCHITECTURAL DETAILS � I v 1' 1 ,� o C / (BY OTHERS) 1.9" D. CONTOURS SHOWN N ARE FROM FIELD SURVEY DATAO REPAREIT B1F NUNGNENGINED:RINt`s d� SURVEYENG.OJECT SITE I ---dA i 3 l / fi" AT EACH : t3iD } I ( o ` �' - - Si 7 / / " 11. EXTERIOR. BUILDING AND SITE' LIGHtiNG 4ntt MEET THE STANDARDS OF SEcnON '7:tD OF THE UNIFIED DEVELOPMENT �® PARKING LOT LIGHT I I ° ._ ' _ PROPOSED . .EXCESS 6 PIPE & MM ; m -ORDINANCE THE LiGHi 5QURCl SHALL fJOT:PROJECT :BELOYI .AN"OPAQUE HOUSING AND' LIQ FlXTURE SHALL DIRECTLY I RETAIN G GATE VALVE OUTSIDE PROJECT LIGHT HOREZONTALLY.,-FIXTURES WILL BE l;IOUNTED.iN: SUCH A MANNER THAT' THE PROJECTED CONE -OF UGHT { I� vs v : .v by IN WALL + /EASEMENT T0. BE DOES .NOT CROSS, ANY PROPERTY LINE -PLEASE NOTE 1140 COMPLIANCE WITH THIS SECTION .WIIl.BE VERIFIED AT .THE { ! 1 4 - MAX H3: 1.25 TIME OF BUIL:DENG PERMIT AND CERTIFICATE OF'000UPANCY. - I : , ' ° : d /-- 0) �� . REMOVED AND VALVE I ( I b4 •' - \P ._ A TO BE D ,L , ROPOSED : I / / ROPOSED i RELOCATE 3 x 24` j ,!/ ! ; Q PLAYGROUND I o• SIDEWALK `1) �`24: �w� & _- �4 1/4"R . , I y 4" I I I .!., 25' x ' , EQUIPMENT PER \ $ � . •, ° / -' --- -- - :266 f �►' . 4� • ' ARCHITECTURAL 1 \ I !_� t` I ) SPLASH PA b " •b I S 4 ..8 _ . ti • DETAILS \ / ` 1 ROPOSED /STORM 1 {{ \ / N. `- . /•- .0 'j f SEWER INaT >� l / \ 1 ` 1 / � ST --- S ST ST ST -- ST \ ST ST -- ST --- ST - ST --- ST •-•••-a• ST -•-& P - . 1 \ 1 � / ,� T \ / b j \ / \ DISTURBED AREA PROPOSED PRIVATE bb• I 1 \ l t LIMITS STORM SEWER . ' ` \ 1 ( I 9 Vii\ �� // \ `.. ` / y LANDSCAPE ISL ALi S: ,��" t TOTAL PARKING: 8 SPACES-- j, �60ME6 a-61 �- / \\\ \` \\ \ / PERIPHERAL PAR TNG: '27 SPACES t'' w '4� \ y INTERIOR PARKIN 21 SPACES ... Z6$" ,l / LANDSCAPE I5LA D REQUIRED: `` - 4 - 9' PARKING \ \ \ ( 21 SPACES X 12 - 252 SF 24' SP CES r \ ` \ \ \�, LANDSCAPE ISL.A D PROVIDED - 397 SF ``3 - (�" T ': -I ; --i t \ \ \` \ �\ S ST ST . 1S IS1 \` \\ \` `� / INTI LS y \ \ � t `\ \ \ \ \ ` / --) FLOOD PLAIN ISLAND TOTAL I s ISLAND �I i 18' + �\ r '� \ \\ \ \ / ISLAND AREA. . TIP. .1 \' AREA S,F: ' EQUIR R RED ,` a \ \ \ \ \ 7.5' SIDE \ \ '. . . S.F. ; . SF: /¢ oe°O \7.5' \ SETBACK \ �\ \ 1 757_zu1. IDE \ \ \ \ ` ' wt- r- PROPOSED TORM -� S - AC q �� N �� \ \ \ \ \ \ \,. st.r•• '� SEWER STU OUT �, \ \ \ \ \ \�, \ ,� 10' PUE (BY OTHERS) \ \ "I \ �' \ 10533/46 \ \ \ 11-1 \ \ \ `� \ `,� \ "-� ` PROPOSED SIDEWALK \ "I \ 1 ``+ _ ., -- __ -+ •++rte .� fi�ROJECT B NSki ARK ~- " - "- --,. """._ ---, IBM A _ _ --._. ! . ` � �'�. \ \ \ SQUARE CHISELED INTO - � -- 10' PUE _ ` ``_` y, S• .$ . BACK OF CURB ``-t 15 REAR -.__� . •-- -..1D157/152 . • _ ��n 20 10 ELEVATION: 269.15 - __ _ _ ---- = --.- 1 `' °' }t , al's SETBACK r, �%" .` COLLEGE STATION MARKET PLACE ~- ... --.-_. ----:_ =-� -26.. _ SCALE IN FEET~ � • ~ SQUARE CHISELED INTO REMAINDER OF CALLED 5.643 ACRE - - •- "`� -•--1 Z`` "`�' -" BACK' OF CURB TRACT 1 . ,� --- ~ ~264 �. ~-' �- . ELEVATION- 2'70.76' 5647/207 -` -- -. -- `. - � -::.: ___1 ~ �. ' 3 "_ - .-.-..,._,• .-- "` _ ..,.- .263 - __" __ � �. _ ._ �. _ ` 1 Cb (BY OTHELKS) �-.•36''. / - REQUIRED PARKING.-, MINIMUM 0' 'GPM HYDRANT (BY OTHERS) \ �2 / 11,84.5 SF :DAY CARE CENTER ....- _267- -- -I _. ss `/ / % / LOT 3, BLOCK. 2 SA I ARY.SgWER DEMAND // � 1.17 ACRES: / c MAXIMUM PEAK 72 GPM (PEAK) COLLEGE STATION MARKET PLACE 1-1 ZONED C/10& OV �\ S- -----� 6647/207 FIXTURE .UNITS = 264 FIXTURE UNITS ALLOWED = '700 48 SPACES TOTAL_ " .QirZV24 ZONED C-1 & OV 30:26` PROPOS .G4. . 1 1,64.78' 110:00' ADA R r 148:60' N83'15'23'W ROPOSED 8" WATER LINE PRO 8" (BY OTHERS) �? NE St�Y L�4IF'RCl' / -PRbP ED JUNCTION BOX (BY\ ERS) �\ ' ___ \1 `"' -�_ I Engineering, THE SEAL APPEARING ON THIS lz L' DOCUMENT WAS AUTHORIZED BY . JOSEPH P. SCHULTZ. P.E., LICENSE 2730 Longmire; Suite A NO. 65889 ON OCTOBER 24. 2012. Station, Ion Texas 7 .8 . 7 45 -College, . ISSUE F 9 I l! 39110 TL3PE N(?• 12327 OR CONSTRUCTION SURVEYED DESIGNED DRAWN APPROVED JtB N0: DATE KLING DLD JAB JPS 12-212 OCTOBER 2012 `-w4 ,No•_I p,24i't, FiRM, # 12327 SCHULiZ ENGINEERING, LLC fi"1=3 0" MIN. V [=30":MiN. 6" [:If--I-•!•36'•x•{ BIKE RACK DETAIL NI T.S: STEEL REINFORCING BARS * . // . . 4c CONCRETE PAVEMEN� T a t•:a : -.. R ..,,.' '--jr,:;.•-, -j-v-' -- - r -a••.``,+- •- r'•- '.--v' "- A X 1 e. ..: t M ,p.• .. `••-6" LIME STABILIZED SUBGRADE (EXTENDS 1' OUTSIDE THE EDGE OF PAVEMENT) * X=53r OR Or AS SHOWN ON THE PAVEMENT PLAN * 61r PAVEMENT - USE #4 BARS Cir 18" O.C.E:W. OR USE #4 REBAR 0 16" O.C.E.W. * 5" PAVEMENT - USE #4 REBAR @ 18" ox.E.W. TYPICAL INCRETE PA-VIN.G SECTION N.T.S. PARKM 'ANAUSIS '-PROPOSED JUNCTION BOX (BY OTHERS) _♦__. .., PROPOSED FlRE : WAHR DEMAND PER BUILDING REQUIRED PARKING.-, MINIMUM 0' 'GPM HYDRANT (BY OTHERS) AVERAGE 20 GPM 11,84.5 SF :DAY CARE CENTER ....- _267- -- -I _. 1 3/2" DOMESTIC WATER METER L0T 4. BLOCK 2 \ ( 0.83 ACRES SA I ARY.SgWER DEMAND .� I COLLEGE STATION MARKET PLACE I.S is `� PROPOSED PARKING: MAXIMUM PEAK 72 GPM (PEAK) ,, 1-1 ZONED C/10& OV �\ S- -----� ` i -PRbP ED JUNCTION BOX (BY\ ERS) �\ ' ___ \1 `"' -�_ I Engineering, THE SEAL APPEARING ON THIS lz L' DOCUMENT WAS AUTHORIZED BY . JOSEPH P. SCHULTZ. P.E., LICENSE 2730 Longmire; Suite A NO. 65889 ON OCTOBER 24. 2012. Station, Ion Texas 7 .8 . 7 45 -College, . ISSUE F 9 I l! 39110 TL3PE N(?• 12327 OR CONSTRUCTION SURVEYED DESIGNED DRAWN APPROVED JtB N0: DATE KLING DLD JAB JPS 12-212 OCTOBER 2012 `-w4 ,No•_I p,24i't, FiRM, # 12327 SCHULiZ ENGINEERING, LLC fi"1=3 0" MIN. V [=30":MiN. 6" [:If--I-•!•36'•x•{ BIKE RACK DETAIL NI T.S: STEEL REINFORCING BARS * . // . . 4c CONCRETE PAVEMEN� T a t•:a : -.. R ..,,.' '--jr,:;.•-, -j-v-' -- - r -a••.``,+- •- r'•- '.--v' "- A X 1 e. ..: t M ,p.• .. `••-6" LIME STABILIZED SUBGRADE (EXTENDS 1' OUTSIDE THE EDGE OF PAVEMENT) * X=53r OR Or AS SHOWN ON THE PAVEMENT PLAN * 61r PAVEMENT - USE #4 BARS Cir 18" O.C.E:W. OR USE #4 REBAR 0 16" O.C.E.W. * 5" PAVEMENT - USE #4 REBAR @ 18" ox.E.W. TYPICAL INCRETE PA-VIN.G SECTION N.T.S. PARKM 'ANAUSIS UTILCTY DEUMD VERTICAL N/A : WAHR DEMAND PER BUILDING REQUIRED PARKING.-, MINIMUM 0' 'GPM . AVERAGE 20 GPM 11,84.5 SF :DAY CARE CENTER MAXIMUM (PEAK) 80 GPM 1 SPACE PER' 250 SF 1 3/2" DOMESTIC WATER METER 48' SPACES CI 48 SPIKES REQUIRED TOTAL .2 HANDICAP SPACE REQUIRED SA I ARY.SgWER DEMAND 9' WIDTH, 18' :LENGTH 'TYP. 907' OF WATER DEMAND ( ) S29'14'07"E AVERAGE 18 GPM PROPOSED PARKING: MAXIMUM PEAK 72 GPM (PEAK) 014'05'48. 6" SANITARY' SEWER LINE 46 SPACES PARKING 0 1.04%' ,MIN. SLOPE 2 SPACE' HANDICAP PARKING FIXTURE .UNITS = 264 FIXTURE UNITS ALLOWED = '700 48 SPACES TOTAL_ " .QirZV24 PIPE 'SLOPE OK PRIMR i'4 R .lJ �� S l� HSI V AL1 PR 4l eJ E C .. �Y.IER' 5 V POINT 13 O3I I►SION .'.�IA►S LOT .. BLO C.� 2 � : 1.'OL 'I SiTA ':ION,; I`.� W_ #4 BARS NOTE: ALL CURBS 6-1N HEIGHT UNLESS NOTED OTHERWISE 3/4" x 1B" SMOOTH `I'S�PICAL Ct3RB. DETAIL EXPANSION DOWELS N.T.S. SUBJECT 0 A NEW BULOING' FOR. PRIMROSE 3660 CEDARCRRST BOA ACWO•RT1�', GEORGIA SO COPYRIGHT 0 2010 PRrMROSfy SCHOOL FR 11 ;I ���I I l it I ti CONSTRUCTION SF �. - ... I 1-.1'. . ­ I ­­, I r`RMR0.,S_m'E Sutlu L r .'% ewl 144d %.Of I � pm" rRA"%"JE 221 A E TY BLOCK 2, LOT 1 TOWER POINT SUBDMSI®N PHASE 112 ROBERT STEVENSON SURVEY, A-54 COLLEGE STATION, BRAZOS COUNTY, TEXAS SCALE: T. "•=20' SEPTEMBER 2012 OWNER: SURVEYOR: 11 I COLLEGE STATION MARKET KUNG: ENGINEERING & SURVEYING PLACE 4101A SOUTH TEXAS AVE 520 POST OAK BLVD., BRYAN, TX 77802 SUITE 850 (979) 846-6212 HOUSTON. TX 77027 713-623-0188 14RCHlTECT: ENGINEER: SCHULTZ ENGINEERING, LLC. CHILDREN'S DESIGN' GROUP PO BOx 11995 11'14 EAGLES CREEK WAY COLLEGE STATION, TX 77842 LAACWORTH, GA 30101 (979)764--3900 770-485-8496 'HOOL FRANCHISING COMPANY TS8S,6T RRAIIINOS ,IND 2= R'SICN REPRE4SL•"M ANIM Y AM :TAT BBCLUSIPE PROPBRTY OF PROWSS 3omem.FRdNC1I7SING' CO. REPRORiiCTION OR dNr usm Of THESE ORA WNW OTAFA THAN FOR IgE Pii .WCT IN7MBA WiTHOUr 27M SZPRBSS Ii%RlTPEN CONSENT OF USING COMPANY PAMOSS SCHOOL AMN ISINC co. IS PA40HMITSn. ANr 17NAUTHOPJZED USE BEL BE SUBJECT TO LEI;AL ACTION. SCALE SHEET VERTICAL N/A Curve Tat;te HORIZONTAL . 1-4--20' -20.. . .. �. .. . . .1 ­ . U CURVE � LENGiH; RADIUS. DELTA TANGENT CHORD CHORD OtRLx1TON CI :129.21' 235.40` :031'30'12' 6616' I 1`27,59' S29'14'07"E C2 65.20' 265.00' 014'05'48. 32.77' 65:04: S20'31'55'E 030.36' 100.06' .QirZV24 15.31' 30:26` S36'17'01'E .G4. . 1 1,64.78' 110:00' OW49'45": 102.27' 148:60' N83'15'23'W r`RMR0.,S_m'E Sutlu L r .'% ewl 144d %.Of I � pm" rRA"%"JE 221 A E TY BLOCK 2, LOT 1 TOWER POINT SUBDMSI®N PHASE 112 ROBERT STEVENSON SURVEY, A-54 COLLEGE STATION, BRAZOS COUNTY, TEXAS SCALE: T. "•=20' SEPTEMBER 2012 OWNER: SURVEYOR: 11 I COLLEGE STATION MARKET KUNG: ENGINEERING & SURVEYING PLACE 4101A SOUTH TEXAS AVE 520 POST OAK BLVD., BRYAN, TX 77802 SUITE 850 (979) 846-6212 HOUSTON. TX 77027 713-623-0188 14RCHlTECT: ENGINEER: SCHULTZ ENGINEERING, LLC. CHILDREN'S DESIGN' GROUP PO BOx 11995 11'14 EAGLES CREEK WAY COLLEGE STATION, TX 77842 LAACWORTH, GA 30101 (979)764--3900 770-485-8496 'HOOL FRANCHISING COMPANY TS8S,6T RRAIIINOS ,IND 2= R'SICN REPRE4SL•"M ANIM Y AM :TAT BBCLUSIPE PROPBRTY OF PROWSS 3omem.FRdNC1I7SING' CO. REPRORiiCTION OR dNr usm Of THESE ORA WNW OTAFA THAN FOR IgE Pii .WCT IN7MBA WiTHOUr 27M SZPRBSS Ii%RlTPEN CONSENT OF USING COMPANY PAMOSS SCHOOL AMN ISINC co. IS PA40HMITSn. ANr 17NAUTHOPJZED USE BEL BE SUBJECT TO LEI;AL ACTION. SCALE SHEET VERTICAL N/A HORIZONTAL . 1-4--20' -20.. . .. �. .. . . .1 ­ . U PLOTTING SCALE: j';:1 FILE NAME: 1.:2-212 `--'269- "DO NOT ENTER" ARRINGTON ROAD / 5 30 OPPOSii'E•-' S€GN , �, 270.5 TO ADJACENT 35 8Q R.O.W. \ PRIVATE DRIVE ELECT SPRiNGDALE DR. CITY OF COLLEGE STATION 7800/12 \ \ STING 5' SIDEWALK OTHMS�P RCSU PLANNDUITS& \ 5' PUE &ACCESS EASEMENT / y - -=417 54` ASPHALT PAVEMENT XiSTING 12" Q PROPOSED .- ISTING FIRE HYDRANT WATER LINE. S' _ CROSSWA -- - ROPOSED GAS METER •-PAS? PER -fit! PLANS-;gc AND GAS SERVICE UNE - --- - -- -- - -- SPEGi€ --.. `" •-. Ory \ S k,Z11?,L„�} �' Sgt OVERLAY DISTRICT UNE - Y _ _ _ PRUPOSED .53 +' ,_ _ ��, - -•c - S 2 M 1B �6. i' B -B 1U' P.U.E. PROPOSED 15' PUBUIWA"fERU SETBACK 40' FRONT SETBACK _. PARKING-TSLAN ` / Z�0' 8002/249 UTILITY EASEMENT - - - \ 1 RE •r,•: 1�hPU NE `•;�•`$�• 1157i/15p iGN � .. • ; • . a r ♦ a d . '�'• --- -P , a ..... vi OPOSE 6" 9 DEGR E PROPOSED 3-4" ELECTRI / i ISLAND B D & I " ISOL kTION Al VE ' PAF KING I LAND ,.,, AREA S.F. • 328 SF PDL£ ER LOT 4. BLOCK 2 &F PROPOSED 6" i ' 360 PARKING I LAND PROPOSED CONTOUR 2 9 ~ 9' TRKINq SPAC S SF ' PR POSED 1.5" TITER h lE7ER ..... • 1" RRIGA N ME \ TYP. 1 ( I y r<IL PROPOS FIRE 11 14 - 9PARKING SPACES, 1 I ( ! 4 SF TYP. HYDRAN \ I PA�KftG FLAN NOT ENTER" -- �„ SPEED rn 24' \ 1 31 cs; cp SIGN / TABLE 1 ( o v (1 } \ " ACCESSIBLE ROUTE } iNTERIflB 13 - 9' PPIRKING SPACES I VAN ASCESS€B /SPACE ,P3, 757 SF �'y - a uxrp 206 SFS \.:. FIRE LANE „ SIGN I•-••F• 1 I SF , a ..... vi ADDITIONAL PROPOSED 3-4" ELECTRI / i ISLAND • • • • • • • • ISLAND � (BY OTHERS) ,.,, AREA S.F. REQUIRED R.A PDL£ ER LOT 4. BLOCK 2 &F PROPOSED 6" i ' 360 397 PROPOSED CONTOUR 2 4. .' .. ::. �• ' ` • L i -12 � � �~. / CONDUIT BY 5. THE IRRTGA'T10N SYSTEM MUST BE APAROYED AND INSTALLED PRtQR TO C.O. JUNCTION Box "_OJECT\\BENCH ARKS. -- - - - _ ARCf TU RAL -DFZ �.N,\ \'-.� IBM A . > . THICK DUMPSTER a 0% " • • • MINUTE. THE BUILDING IS FULLY SPRINKLED WHiCH DECREASES THE REQUIRED FIRE ROW BY 50 X (1.500 GPM). 6 9' P RK1NG SPA(�E "--• • • • + • • • • • ' .. \ 2� 1 O (� ELEVATION: 269.15' .� ., --- ____ --1``-- .� ` e_�,���` - 1$' PRO OSED LOT LINE _ �. 'IBM 8 COLLEGE STATION MARKET PUKE SCALE IN FEET \ SQUARE CHISELED INTO REMAINDER OF CALLED 5.643 ACRE ` PAD & r BACK OF CURB TRACT 1 ELEVATION: 270.76' 6647/207 "` -- ' '- 2 N HANDICAP I/AC -� 1 - ` ._f�' � � • +� • • • ' • ` • " +* • - TYP. SIDE ALK ENCLOSURE PER o • r ..... / `� • " • • • • • ' .. .. , ..... „ . '� ` �' P K1€OC ISLAND ARCHITECTURAL ••••••• 89 SF DETAILS_ •••♦•Ott / ;' ♦•.....•r• ar�'-r .: T w. s m;' .r •ri.,ar a : " FIRE > " �'�` T WATER 1' iS - Y a `y u► -� SERVICE �.5 SERVICE ST ST --� l Tw ST -�- ST ST ST T 1 ! l ROPOSED SELB€KE RCPROPSIDEWALK PROPOSED RE DEPARTMENTS€DEWAt CONNECTION \ \ \ \\ I' �! ST � • e- � / I 1 -I P I \ / 1 t~v i 6" SERVICE I�- _._.-.--_...--...-_-_-_-.- ---PRIMROSE SCHOOL----------------..-_ -6s-s--`=- °' \d \ 1 STORY • /I N �� LOT 1. BLOCK 2 f I 1 25' FT. BLDG. HT. - - `' ST 2.269 ACRES / ` 10533/46 f I FF = 270.00' PLAYGROUND _ ZONED C-1 & OV I 11,845 SF EQUIPMENT PER ARCHI CTURAL vi ADDITIONAL PROPOSED 3-4" ELECTRI -TIDIES i ISLAND CONDUITS PER CSU PLANS ISLAND I (BY OTHERS) SPECIFICATIONS AREA S.F. REQUIRED .-..v . �' I PROPOSED d 77 LOT 4. BLOCK 2 &F ( v I METER I 11E u l t3E LLJ PROPOSED 5' SIDEWALK ••� I I : ®. � "• ••o • • �' v •. •"a •• N '� I �I l ST 1 � 1 t.� 113•` ' • ��3 I - o v b " cn . �/ D " 1 � � ,.. N PROPOSED PLAYGROUND EQUIPMENT:I 1-1 j w PER ARCHITECTURAL DETAILSST - 7-r NQ77w 1 j S PROPOSED RETAINING WALL - ;\.-... MAX Hi: 1.25'/ / .,L' : ►�PROPOSED _ j PLAYGROUND o• 25' x a . ' EQUIPMENT PER \� . I " '' ARCHITECTURAL 1 j� I ? SPLASH PA DETAILS j t0 a 13 0 l , IT ST ST ST ST \ ST -- ST ST ---- ST ST ST ---I ST S -�- 1 1 €STUBBED AREA PROPOSED PRIVATE 'l 1 \ J 1 LIMITS STORM SEWER l s 9. i°°.. (coTYP. LANDSCAPE ISLAND ANALYSIS: V/ ,. + + TOTAL PARKING: 48 SPACES, J f �--'' gaaaPROS { ` PERIPHERAL PARKING: 27 SPACES / -1 4 INTERIOR PARKING: 21 SPACES _ �6g \` I LANDSCAPE ISLAND REQUIRED: '' "- -- '' 4 9'LPARKING = 1 \ \ \ \ ( 21 SPACES X 12 252 SF 24' SP CES L 1 PRO LANDSCAPE ISLAND PROVIDED = 397 SF 'y�E SE �L11 100 YEAR FLOOD PLAIN \ 7.5' SIDE \ \, \ SETBACK INTERIOR ISLANDS SQU E-.0 T ELEAD , JNT rBACK OF URB ELEV: 29.15' PROPOSEDTO SEWER STU� OUT END ADDITIONAL 10' PUE TOTISLAND ISAREA LAND ISLAND . + .•t,-• • . a' ISLAND \ 10533/46 T (BY OTHERS) -- -- - - -2$4 - - - - EXISTING CONTOUR AREA S.F. REQUIRED REQUIRED \ \ `• \ ` \ \ `-- LOT 4. BLOCK 2 &F &F. i 757 360 397 -- ST ST ST STiS 1ST -- "I- 18' j TYP. - `' IDE S AC \ SQU E-.0 T ELEAD , JNT rBACK OF URB ELEV: 29.15' PROPOSEDTO SEWER STU� OUT SPECIFIC Nott s_ THE OWNER OF THE PROPERTY LS THE COLLEGE STATION MARKET PLACE. THE SUBJECT PROPERTY IS LOT i. BLOCK THE TOWER POINT SUBDIVISION PHASE 12. PROPERTY IS ZONED C-1 AND OV. ` 10' PUE CONCRETE PAVEMENT (BY OTHERS) 4. . + .•t,-• • . a' \ \ 10533/46 T (BY OTHERS) -- -- - - -2$4 - - - - EXISTING CONTOUR 129.21' -267--7 3. \ \ `• \ ` \ \ `-- LOT 4. BLOCK 2 PROPOSE€? SIDEWALK `` -12 " -12 265.00' \ I COLLEGE STATION MARKET PLACE PROPOSED CONTOUR 2 4. LANDSCAPING AND IRRIGATION DESIGN do ANALYSIS WILL. BE PROVIDED ON THE LANDSCAPE & IRRIGATION PLANS. ZONED C-1 & OV S- -12 � � �~. / CONDUIT BY 5. THE IRRTGA'T10N SYSTEM MUST BE APAROYED AND INSTALLED PRtQR TO C.O. JUNCTION Box "_OJECT\\BENCH ARKS. -�-r•+ b O'TH#;RS" PER SCCA PLA 102.27' 6. THE MINIMUM REQUIRED FIRE FLOW FOR A COMMERCIAL BUILDING IBC TYPE VB OF 11,845 SF IS 3.000 GALLONS �.N,\ \'-.� IBM A - ""'- PUBLIC UTILITY EASEMENT & SPECIFICATIONSa+-• - - 770-485-8496 �A L MINUTE. THE BUILDING IS FULLY SPRINKLED WHiCH DECREASES THE REQUIRED FIRE ROW BY 50 X (1.500 GPM). SQUARE CHISELED INTO 10' PUE ,. +` '1 --"-- "--• `BACK OF CURB `` �. -- -10157/152 "`' ODD, `�- 5 REAR -_., r - SETBACK :' Q ' o ' E E �9'-z443H' 2� 1 O (� ELEVATION: 269.15' .� ., --- ____ --1``-- .� ` e_�,���` - E -- 7. E- TRAFFIC IMPACT ANALYSIS IS UNDER THE MITIGATION FOR TOWER POiNT L07S 30-37' PREPARED BY WALTER P. MOIRE MARCH B. 2012 LOT LINE _ �. 'IBM 8 COLLEGE STATION MARKET PUKE SCALE IN FEET \ SQUARE CHISELED INTO REMAINDER OF CALLED 5.643 ACRE /. &-RU$L •-1� SASEMEW BACK OF CURB TRACT 1 ELEVATION: 270.76' 6647/207 "` -- ' '- -- -- a? MAPS _ ._ _ . _ ` -� 1 - ` ._f�' FOR BRA20S COUNTY. TEXAS AND INCORPORATED AREAS. COMMUNITY N0 480083 PANEL NOS. 0201- do 42050 MAP °° PROP RTY CROSSWALKS & DA AMP $Y OTHERS { / - -' SQU E-.0 T ELEAD , JNT rBACK OF URB ELEV: 29.15' SITE I. N SPECIFIC Nott s_ THE OWNER OF THE PROPERTY LS THE COLLEGE STATION MARKET PLACE. THE SUBJECT PROPERTY IS LOT i. BLOCK THE TOWER POINT SUBDIVISION PHASE 12. PROPERTY IS ZONED C-1 AND OV. 2 OF �� END C CONCRETE PAVEMENT _ 4. . + .•t,-• • . a' 24 THE DISTURBED AREA FOR THIS PROJECT IS 2.269 ACRES (98.820 SF). (BY OTHERS) -- -- - - -2$4 - - - - EXISTING CONTOUR 129.21' -267--7 3. DRAINAGE INFORMATION AND DETAILS WILL BE PROVIDED ON THE DRAINAGE PLAN & DRAINAGE REPORT. LOT 4. BLOCK 2 284--- `` -12 " -12 265.00' \ I COLLEGE STATION MARKET PLACE PROPOSED CONTOUR 2 4. LANDSCAPING AND IRRIGATION DESIGN do ANALYSIS WILL. BE PROVIDED ON THE LANDSCAPE & IRRIGATION PLANS. ZONED C-1 & OV S- -12 � � �~. / CONDUIT BY 5. THE IRRTGA'T10N SYSTEM MUST BE APAROYED AND INSTALLED PRtQR TO C.O. JUNCTION Box BOUNDARY -�-r•+ b O'TH#;RS" PER SCCA PLA 102.27' 6. THE MINIMUM REQUIRED FIRE FLOW FOR A COMMERCIAL BUILDING IBC TYPE VB OF 11,845 SF IS 3.000 GALLONS - ""'- PUBLIC UTILITY EASEMENT & SPECIFICATIONSa+-• - - 770-485-8496 �A L MINUTE. THE BUILDING IS FULLY SPRINKLED WHiCH DECREASES THE REQUIRED FIRE ROW BY 50 X (1.500 GPM). ONE FIRE HYDRANT IS REQUIRED. EXISTING HYDRANTS WILL BE SUFFICIENT. -- ---PRIVATE ACCESS EASEMENT ' o ' E E �9'-z443H' E E E -- 7. E- TRAFFIC IMPACT ANALYSIS IS UNDER THE MITIGATION FOR TOWER POiNT L07S 30-37' PREPARED BY WALTER P. MOIRE MARCH B. 2012 LOT LINE E ';�--SIE E __--E /. &-RU$L •-1� SASEMEW 8. THE SUBJECT TRACT DOES NOT UE WITHIN THE 100 YEAR FLOODPLAIN ACCORDING TO FEMA ROOD INSURANCE RATE MAPS IJ4XE.�....�...� FIRE LANE r, --- 10533/46 FOR BRA20S COUNTY. TEXAS AND INCORPORATED AREAS. COMMUNITY N0 480083 PANEL NOS. 0201- do 42050 MAP NOS. 48041CO2010 & 4804IC205D AS REVISED PER LOUR CASE NO. 10-06-0657P. EFFECTIVE. DATE: SEL. 15. 2011. ST ST ST EXISTING STORM SEWER PIPE 9. ALL RADII AND DISTANCES ARE MEASURED TO THE BACK OF CURB UNLESS OTHERWISE NOTED. ST / ST ST --•-- 10. ALL PAVEMENT SHALL BE CONCRETE REFER TO THE PAVEMENLT PLANE FOR PAVEMENT DEPTHS, PROPOSED STORM SEWER PIPE i Q -0 � ' 11. ALL UTILITY LINES (WATER, GAS. SANITARY SEWER, VERIZON. STORM SEWER. ETC.) SHOWN ARE TAKEN FROM BEST w 4 EXISTING WATER UNE AVAILABLE RECORD INFORMATION BASED ON CONSTRUCTION UTILITY MAP DOCUMENTS OBTAINED BY FROM CITY de mE- INDEPENDENT AGENCIES AND/OR ABOVE GROUND FIELD EVIDENCE. SHOWN POSITIONS MAY NOT REPRESENT AS -BUILT W-8 PROPOSED WATER UNE C�VOt7fONS 0 m > 1 " DESIGN'� 12. BUILDING -SETBACK LINES SHALL BE IN ACCORDANCE V47H THE CITY OF COLLEGE STATION UNIFIED DEVELOPMENT S-$ EXISTING SANITARY SEWER UNE � .CD -. j c3 o ORDINANCE.S'-8 PROPOSED SANITARY SEWER UNE Um I Q TWIT ¢ 00 8 P 13. AL1. ROOF AND GROUND -MOUNT@ MECHANICAL EQUIPMENT SHALL. BE SCREENED FROM VIEW OR ISOLAi@ SO AS NOT TO �+r BMW L>; N BE VIABLE FROM ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WITHIN 150' OF THE SUBJECT LOT, MEASURED W W WATER SERVICE W O _D m ¢ �� •Y FROM A POINT 5 FEET ABOVE GRADE SUCH SCRmdING SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE AND M _ N � � o SCALE TO MAINTAIN A UNIFIED APPEARANCE. _ ! CTI / I V4 Tn r 14. PROPOSED SIGNS SHAD. BE PERMITTED SEPARATELY IN ACCORDANCE WITH THE U00.10O YEAR FLOODPLAIN crD OD o d �i5: GAS GAS PIPELINE p .Z1 X N 15. TOWER POINT PHASE 12. BLOCK 2. LAT i IS PART OF THE TOWER POINT PHASE 12 BUILDING PLAT (b). AS IdENTLFLED OH (/3 !` I I. SIGN SHALL COMPLY WITH THE CICS THE APPROVED PRELIMINARY PLAT FOR THE PURPOSE OF LANDSCAPING. SIGNAGE. AND NON-RESiDEIM4L ARCH RAL .... +rr+r ....®. ,tee PROPOSED IRRIGATION SLEEVES y E1 f FIRE SERVICE STANDARDS. STANDARDS FOR BUILDING PLATS BETWEEN 20.000 AND 49.000 SQUARE FEET. FIRE SANE SIGN DETAIL 16. ALL ELECTRICAL IMPROVEMENTS SHALL BE PER COLLEGE STATION UTILITIES SPECIFICATIONS AND PER THE COLLEGE ATI4N - E E E E -• UNDERGROUND ELECTRICAL 4 UTILITIES ELECTRICAL DESIGN FOR PRIMROSE SCHOOL PROJECT. w N.T.S. CSU ELECTRICAL. CONTACT: GIL.BERT MARTINEZ FIRE HYDRANT t7 ELECTRIC 'PROJECT COORDINATOR FIRE -LANE _MAMINGS CITY OF COLLEGE STATION UTILITIES / {? � PH: 979-764-6314 GATE VALVES I I I. ALL CURBS AND CURB ENDS SHALL. BE PAINTED R@ WITH FOUR MACH (4") WHITE LETTERING STAYING 'FIRE LANE - NO PARKING - TOW AWAY PROPOSED BIKE RACK 17. THE WMPSTER ENCLOSURE SHALL BE PER ARCHITECTURAL PLANS W/ 12 x 12' CLEAR INTERIOR OPF]dING 6' TALL.' THE ZONE'. WORDING MAY NOT 8E SPACED MORE TiiAN FIFTEEN FEET APART. DUMPSTER ENCLOSURE MUST BE REMOVED FOR UTILITY CO NSITtUCTION WITHIN THE UTILITY EASEMENT; THE PROPERLY \ 2. A 5[GH TWELVE INCHES (12'� WIDE AND EIGHTEEN INCHES (18'� IN OWNER IS RESPONSIBLE FOR THE REPLACEMENT OF THE ENCLOSURE. PROPOSED SIDEWALK RAMP • HEIGHT SHALL BE MOUNTED IN A CONSPICUOUS LOCATION AT \ \ EACH ENTRANCE TO THE PROPERTY AND AT THE lOC17IOHS SHOWN. SUCH $IGNS 18. ALL PARKING WILL BE SCREEN FROM THE RIGHT-OF-WAY BY A 36' HIGH BERM. SEE GRADING PLAN FOR BERM � PROPOSED STORM SEWER JUNCTION B6) SHALL BE TWELVE INCHES 027 WIDE AND EIGHTEEN INCHES HIGH, WITH A ELEVATIONS. I COMPANION SIGN TWELVE INCHES (12") WIDE AND SDI INCHES (6") HIGH 19. THE FIRE SUPPRESSION LINE SHALT. HAVE A LOCKABLE LID ON THE ISOLATION VALVE, THE LOCKABLE LID SHALL. SUPPLY _ PROPOSED DRAINAGE INLET STATMG "TOW -AWAY ZONE'. SUCH SIGNS SHALL BE PALMED ON A WHITE THE SAME PROTECTION AS THE AMP OR USA. LL562 LOCKING LID AT MINIMUM. AN ALTERNATE LOCKABLE LID SHALL BE BACKGROUND WITH SYMBOLS. LETTER AND BORDER IN RED. APPROVED BY COLLEGE STATION UTILITIES OR HIS DESIGNEE i r : +' s r.. ' r= .; ,�. _ PROPOSED SIDEWALK -PROPOSED _ \ 20. A KNOX SOX NIU. BE PROVED@ ON Tt•IEBUILDING NEAR THE RISER ROOM. PER FIR£ DEPART1AtOTT REQUIREMENTS. • ' 6` SIDEWALK f \ SILT FENCE ' 21. BASIS OF BEARINGS iS THE MONUMESOUTHEAST RiGHT OF WAY LMIE OF ARRINGTON ROAD (80' ROW) ACCORD[ IG TO. MED S�• ® THE RIGHT OF WAY DEDICATION PLAT OF ARRINGTON ROAD AND BO WIDE DECATUR DRIVE RECORDED IN VOL 7800, PG. 12. RECORD BEARING: S 4T OB' 31" W. '�' .� ' 0 ' / � / / 22. RETAINING WALL SHALL BE AN MSE TYPE WALL WITH STONE dt COLOR TO COMPLEMENT BUILDING STONE d: COLOR. CONSTRUCTION EXIT Q' ~ RESERVED 23. ANY EXPOSED CONCRETE OVER fi IN HEIGHT WILL BE SCREENED FROM VIEW OR TREATED TO LOOK LIKE A S70Nt BRICK. tom- 2 x18" REFL.ECTiVE FINISH METAL SIGN PARKING OR OTHER ALTERNATIVES AS APPROVED BY THE ADMINISTRATOR. » ►I@ DISTURBED AREA LIMITS a 24. DUMPSTER GATE SHALT. OPEN 184 DEGREES. A W CLEARANCE FOR CURS SHAD. BE PROVIDED. S T84 L 25. THIS DEVELOPMENT PERMITS I ELOCATEDD. WITHIN THE SPRING CREEK IMPACT FEE AREA. THE FEE WILL BE DUE AT THE TIME THE � VEHICLE LAY OF HOSE ` " REFLECTIVE FINISH METAL SIGN GENERAL NOTES: ACCESSIBLE ROUTE I 3" 12x0 rrrrwwrrrrrrrrr,a 00 N 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT LOCATION OF ALL EXISTING UNDERGROUND UitUitE5 • j NOITFIC MON OF THE UTILITY COMPANIES 48 HOURS IN ADVANCE OF CONSTRUCTION LS REQUIRED. ° FDC - FIRE DEPARTMENT CONNECTION DLG TE5S,{600 344-8377 �i ATMOS ENERGY: {979 774-2506 PROPOS D 6" WATERLINE 2X2 GALVANIZED STEEL. TUBE COLUMN SUDDEN LINK COMMUNICATIONS: 979 595-2429 i SET IN CONCRETE FOOTING. PROVIDE 0 v�TZQN: s79) szi-4770 (By OTH S) GALVANIZED STEEL CAP WELDED 70 0 0 -o-h- -o BLACK COATED CHAINUNK FENCE PER 111 \ TOP OF TUBE. PAINT TUBE AND CAP. 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO USE WHATEVER LEANS NECESSARY TO MINIMIZE EROSION AND PREVENTARCHITECTURAL DETAILS SSEEDNED LEAVING THE PROJECT SITE THIS INCLUDES THE INSTALLATION OF A CONSTRUCTION EMT AND SILT FENCE .�f N 111 \ a0 I 1 3. THE CONTRACTOR IS RESPONSIBLE FOR INSPECTING AND MAINTAINING THE EROSION AND SEDIMENT CONTROL DENTES. � Q C! D p DECORATIVE IRON FENCE PER •� INSPECTIONS SFW.L BE DONE EVERY 14 DAYS AND AFTER EVERY RAINFALL EVENT OF 1/2' DR MORE. THE CONTRACTOR ARCHITECTURAL DETAIL I t SHALL REMOVE ALL MUD DEPOSITED ON THE ADJACENT STREETS AS A RESULT OF THE CONSTRUCTION OF THIS PROJECT. ' L 1 L L NOTES. 4. THE CONTRACTOR LS REQUIRED TO MAINTAIN THE TPM GENERAL PERMIT NO. TXR 150000 REQUIREMENTS FOR a CONSTRUCTION SM. S S SEWER MANHOLE LJ ! " M _ L I. ALL CHARACTERS MUST BE 64" 5. PERMANENT ESTABLISHED WILL BE ESTABLISHON THE DISTURBED AREAS AFTER CONSTRUCTION IS - i MINIMUM ABOVE GRADE OR SIDEWALK. HYDROMULCHING AND SEEDING ALL DISTURBED AREAS. COMPLETE BY �.8 6. ALL. CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 2010 CITY OF BRYAN/COLLEGE STATION STANDARD RETAINING WALL A, ADA SIGN DETAIL. PUE SPECIFICATIONS AND DETAILS FOR WATER. ALL CONSTRUCTION SHALL BE COORDINATED WITH THE CI1Y ENGINEER'S OFFICE VARIABLE LENGTH N �s .. _ --,-CR0 SSW ALK7. THE CONSTRUCTION SHALL COMPLY WITH -OSHA 2&-=CFRPART 1926:UpAftT P FOR SAFETY :-_ I . y -`'10533/46 REQUIREMENTS. I � / 8. THE CONTRACTOR SHALL REMOVE THE EROSION CONTROL MEASURES ONCE GRASS IS ESTABLISHED. INLET PROTECTION PROPOSED CROSSWALK 9. INLET PROTECTION TO BE INSTALLED AT AL1 PROPOSED AND EXISTING INLETS ADJACENT TO THE PROJECT Si L &ADA RAMPS W AT EACH END (BY OTHERS) LL 10 10. CONTOURS SHOWN ARE FROM FIELD SURVEY DATA PREFABBY KUNG ENGIENGINEERINGde SURVEYING, y 4' Ii 1PREPARED " 11. EXTERIOR BUILDING AND SITE LIGHTING WILL. MEET THE STANDARDS OF SECTION 7.10 -OF- THE UNIFIED DEVELOPMENT PARKING LOT LIGHT, EXCESS 6 PIPE SORDINANCE THE LIGHT SOURCE SHALL NOT PROJECT BELOW AN OPAQUE HOUSING AND NO FIXTURE SHAD. DIRECTLY GATE VALVE OUTSIDE PROJECT LIGHT HORiZONTAMY. FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED- CONE OF LIGHT / EASEMENT TO BE I DOES NOT CROSS ANY PROPERTY LINE. PLEASE NOTE THAT COMPLIANCE WITH THIS SECTION WILL. BE VERLFTE- AT PERMIT TIME OF BUILDING PIT AND CERTIFICATE OF OCCUPANCY- : TIRE Ii REMOVED AND VALVE -- y ROPOSED ; TO BE RELOCATED 3 " SIDEWALK - ...._ ..... - .�'�-266 ROPOSED /STORM =0 SEWER €N'kT 9- (BY OTHERS} �'"i s"[::aar MIN. -8" 34" MIN. �\ 1 BIKE RACK DETAIL f LOT 3, BLOCK 2 1.17 ACRES cb COLLEGE STATION MARKET PLACE / 6647/207 j ZONED C-1 & OV ltz" Engineenna. �.y THE SEAL APPEARING ON THIS ��di' DOCUMENT WAS AUTHORIZED BY JOSEPH P. SCHULTZ, P.E., LICENSE 2730 Longmire, Suite A NO. 65889 ON OCTOBER 24. 2012. College Station, Texas 77845 ISSUED FOR CONSTRUCTION 979.764.3900 TBPE NO.12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KUNG DLD JAB JPS 12-212 OCTOBER 2012 (EXTENDS 1' OUTSIDE THE EDGE OF PAVEMENT) * X=Ski" OR 6)f AS SHOWN ON THE PAVEMENT PLAN * W PAVEMENT - USE #4 BARS 0 18" O.C.E.W. OR USE #4 REBAR 0 16" O.C.E.W. * 5" PAVEMENT - USE #4 REBAR 0 18" O.C.E.W. TYPICAL CONCRETE PAVING SECTION NV TS. PAFKM ANALYSIS REQUIRED PARKING: 11,845 SF DAY CARE CENTER 1 SPACE PER 250 SF 48 SPACES 48 SPACES REQUIRED TOTAL 2 HANDICAP SPACE REQUIRED 9' WIDTH, 18' LENGTH TYP. PROPOSED PARKING - 46 SPACES PARKING 2 SPACE HANDICAP PARKING 48 SPACES TOTAL UTILITY DEMMD WAIM DEMAND PER BUILDING MINIMUM 0 GPM AVERAGE 20 GPM MAXIMUM (PEAK) 80 GPM 1 1/2" DOMESTIC WATER METER SANITARY SEWER DEMAND (0 907. OF WATER DEMAND) AVERAGE 18 GPM MAXIMUM (PEAK) 72 GPM 6" SANITARY SEWER UNE CSA 1.04% .MIN. SLOPE FIXTURE UNITS = 264 FIXTURE UNITS ALLOWED = 700 PiPE SLOPE OK P.RIM.R O 5..E` IS u"B-TO OL PR O dUE' C T TOWER POINT STEEL REINFORCING BARS * -PHASE 12 (BY OTHERS) CONCRETE PAVEMENT _ ROPOSED 8" WATER UNE . + .•t,-• • . a' TANGENT $" (BY OTHERS) C1 129.21' -267--7 03i'30'12' 2 M_ �SUSGRA�DE�� LOT 4. BLOCK 2 S29'14'07'E C2 .. 265.00' \ I COLLEGE STATION MARKET PLACE 6 UM�STAB�ILIZED \ i5 ltz" Engineenna. �.y THE SEAL APPEARING ON THIS ��di' DOCUMENT WAS AUTHORIZED BY JOSEPH P. SCHULTZ, P.E., LICENSE 2730 Longmire, Suite A NO. 65889 ON OCTOBER 24. 2012. College Station, Texas 77845 ISSUED FOR CONSTRUCTION 979.764.3900 TBPE NO.12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KUNG DLD JAB JPS 12-212 OCTOBER 2012 (EXTENDS 1' OUTSIDE THE EDGE OF PAVEMENT) * X=Ski" OR 6)f AS SHOWN ON THE PAVEMENT PLAN * W PAVEMENT - USE #4 BARS 0 18" O.C.E.W. OR USE #4 REBAR 0 16" O.C.E.W. * 5" PAVEMENT - USE #4 REBAR 0 18" O.C.E.W. TYPICAL CONCRETE PAVING SECTION NV TS. PAFKM ANALYSIS REQUIRED PARKING: 11,845 SF DAY CARE CENTER 1 SPACE PER 250 SF 48 SPACES 48 SPACES REQUIRED TOTAL 2 HANDICAP SPACE REQUIRED 9' WIDTH, 18' LENGTH TYP. PROPOSED PARKING - 46 SPACES PARKING 2 SPACE HANDICAP PARKING 48 SPACES TOTAL UTILITY DEMMD WAIM DEMAND PER BUILDING MINIMUM 0 GPM AVERAGE 20 GPM MAXIMUM (PEAK) 80 GPM 1 1/2" DOMESTIC WATER METER SANITARY SEWER DEMAND (0 907. OF WATER DEMAND) AVERAGE 18 GPM MAXIMUM (PEAK) 72 GPM 6" SANITARY SEWER UNE CSA 1.04% .MIN. SLOPE FIXTURE UNITS = 264 FIXTURE UNITS ALLOWED = 700 PiPE SLOPE OK P.RIM.R O 5..E` IS u"B-TO OL PR O dUE' C T TOWER POINT — --PROPOSED JUNCTION BOX -PHASE 12 (BY OTHERS) BLOCK ' ROPOSED FIRE TX TANGENT CHORD HYDRANT (BY OTHERS) C1 129.21' -267--7 03i'30'12' 66.28' LOT 4. BLOCK 2 S29'14'07'E C2 0.83 ACRES 265.00' \ I COLLEGE STATION MARKET PLACE 1S \ i5 6647/207 30.38' IOD.00' ZONED C-1 & OV S- 30.26' -PRbP YED JUNCTION Box (BY\\ ERS} 102.27' 149.80' 1 N83'15'23"W ACWORTH, GA 3010 ; h fl 079)794 3910.. , 770-485-8496 �A L ltz" Engineenna. �.y THE SEAL APPEARING ON THIS ��di' DOCUMENT WAS AUTHORIZED BY JOSEPH P. SCHULTZ, P.E., LICENSE 2730 Longmire, Suite A NO. 65889 ON OCTOBER 24. 2012. College Station, Texas 77845 ISSUED FOR CONSTRUCTION 979.764.3900 TBPE NO.12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KUNG DLD JAB JPS 12-212 OCTOBER 2012 (EXTENDS 1' OUTSIDE THE EDGE OF PAVEMENT) * X=Ski" OR 6)f AS SHOWN ON THE PAVEMENT PLAN * W PAVEMENT - USE #4 BARS 0 18" O.C.E.W. OR USE #4 REBAR 0 16" O.C.E.W. * 5" PAVEMENT - USE #4 REBAR 0 18" O.C.E.W. TYPICAL CONCRETE PAVING SECTION NV TS. PAFKM ANALYSIS REQUIRED PARKING: 11,845 SF DAY CARE CENTER 1 SPACE PER 250 SF 48 SPACES 48 SPACES REQUIRED TOTAL 2 HANDICAP SPACE REQUIRED 9' WIDTH, 18' LENGTH TYP. PROPOSED PARKING - 46 SPACES PARKING 2 SPACE HANDICAP PARKING 48 SPACES TOTAL UTILITY DEMMD WAIM DEMAND PER BUILDING MINIMUM 0 GPM AVERAGE 20 GPM MAXIMUM (PEAK) 80 GPM 1 1/2" DOMESTIC WATER METER SANITARY SEWER DEMAND (0 907. OF WATER DEMAND) AVERAGE 18 GPM MAXIMUM (PEAK) 72 GPM 6" SANITARY SEWER UNE CSA 1.04% .MIN. SLOPE FIXTURE UNITS = 264 FIXTURE UNITS ALLOWED = 700 PiPE SLOPE OK P.RIM.R O 5..E` IS u"B-TO OL PR O dUE' C T TOWER POINT SUBDIVISION -PHASE 12 LOT 1, BLOCK 2 -COLLEGE STATION, TX .3`R " 3 ' 14 BARS NOT£: ALL CURBS 6" IN HEIGHT UNLESS NOTED OTHERWISE. 3/4' x Ir SMOOTH EXPANSION DOWELS TYPICAL CURB DETAIL N.T.S. NOV Z 2012 LL ENGN ER11' SUBJECT ROSE SCHL C- L 10M PROJECT � 2.27 ACRES � ❑ RE BLOCK 2, LOT 1 TOMR POW SUBDNISIO � PHAaSE 12 �I g t ROBERT STEVENSON SURVEY, A-54 .t COLLEGE. STATION, BRAZOS COUNTY. TEXAS Curve Tcbte SEPTEMBER 2012 j CURVE i) LENGTH RADIUS DELTA TANGENT CHORD CHORD DIRECTION C1 129.21' 235.00' 03i'30'12' 66.28' 127.59' S29'14'07'E C2 65.20' 265.00' 01405'48" 32.77' 65.04' SW31'55'E C3 30.38' IOD.00' 017'24'24" 15.31' 30.26' 1 S3E17'01"E C4 164.78' 110.00' 1 O85 49'45" 102.27' 149.80' 1 N83'15'23"W ROSE SCHL C- L 10M PROJECT � 2.27 ACRES � ❑ RE BLOCK 2, LOT 1 TOMR POW SUBDNISIO � PHAaSE 12 �I g t ROBERT STEVENSON SURVEY, A-54 .t COLLEGE. STATION, BRAZOS COUNTY. TEXAS SCALE: 1 "=20' SEPTEMBER 2012 j OWNER: SURVEYOR: COLLEGE STATION MARKET KLING ENGINEERING & SURVEYING PLACE 4101A SOUTH TEXAS AVE 4 520 POST OAK BLVD., BRYAN. TX 77802 SUITE 850 (979) 846-6212 & HOUSTON, TX 77027 713-623-0188 ARCHITECT: ENGINEER: SCHULTZ ENGINEERING, LLC. L CHILDREN'S DESIGN GROUP PO BOX 11995 1114 EAGLES CREEK WAY COLLEGE"'S'GATION. TX./';W842 ACWORTH, GA 3010 ; h fl 079)794 3910.. , 770-485-8496 �A L , Ty e .. A NNW BIZA012VG POR: PRIMROSE' SCHOOL FRANCHISING COMPANY 5660 CEDARCRIaST ROAD =a aRaFMW mm rm I "Off RUiPRLi8BAV " ACWORTH, GEORGL! 80101 JWMDr AN 2W X=USJPB PAMarr vp PRumsa COPYRIGET ® 2010 SCHOOZ MNCL ZM= CO. 11EPROILT MIF OR AW nsLr OP Msz DRdiM71 W Or88$ my POUR rzz PROJWCr OP PRIMROSE SC7700L FRANCHISING COJLPANY PPS P W-179 o,c�� CWS C& 1S PAI) VIVDWAFMJV D.. AW UNAMORWO VSS f= AIR SMIECT TO tJLaU ACTION. EVI ED Fu""" R I U ."AfiINCE, NOV 212002 SCALE VERTICAL N/A HORIZONTAL 1 n=20' PLOTTING SCALE: 1.1 FILE NAME: 12-212 SHEET L "A ERIOR GOLOR SGHEPULE F O5URE 6ATE5 #5W 6517 REGATTA GE5) (INDU5TRIAL ENAMEL, WA EXTERIOR APPLICATION) EXTERIOR WD. TRIM, EXTERIOR MANUF.: JAM HA 171E DOORS, FRAME5, LOUVER5, TO MATCH HARDIE TRIM 15% CUPOLA WALL5, 6UTTER5 AND 5AN05TONE BEIGE JH30-20 AND DOWNSPOUTS, SOFFITS. (BM HG -82 or 5W 5W (6157) EXTERIOR HARDIE TRIM, MANUF.: JAMES HARDIE FA5GIA, FRIEZE COLOR: 5AND5TONE BE16E JH30-20 (BM HG -82 r 5W 5W (0151) ON WINDOW5 BEIGE OR ALMOND ALUMINUM 14% BRIGK: MOUNT VERNON MODULAR 45% GROUT: BUFF COLORED MORTAR A5PHALT 5HIN6LE5: MANUF.: GAF WA 5TYLE: TIMBERLINE 5ERIE5, T-30 WITH "SHADOW ACCENT' COLOR: WEATHERED WOOD NOTE: ALL ROOF MOUNTED EQUIPMENT 5HALL BE PAINTED TO MATCH ROOF GOLOR HUTTER5 ARGHITEGTURALDEPOT.COM -2% WIN. GOW051TE WOOD 5HUTTER5 W/ INSTALL 5GREW5, STANDARD FOUR BOARD AND TWO BATTENS. PREFIN15HED COLOR - BLACK AEP-5PAN 5NAP5EAM - 12" WA COLOR = DARK BRONZE "ANNIN(5 4 #5W 6517 REGATTA <I% (INDUSTRIAL ENAMEL, EXTERIOR APPLIGATION) 5TONE: LONE5TAR 5TONE - LIBERTY 24% CLA55IG - AUTUMN GROUT: BUFF COLORED MORTAR GONSTRUGT I ON NOTES: 0 ❑1 5HUTTER5- 5EE WINDOW SCHEDULE FOR 51ZE5. F 2] STONE: 5EE EXTERIOR COLOR ABOVE FOR MANUF. FCUPOLA WITH WEATHER VANE, 5EE 5PEGIFIGATION5 21 SEGTION OF DRAWIN55. PAINT CUPOLA WALL5 AND LOUVER5 PER EXTERIOR FIN15H 5GHEDULE. DARK BRONZE 5TANDING SEAM ROOF. (EPDXY R005TER) aEXTRUDED ALUMINUM 5" WIDE 6UTTER5 WITH SPIKE 4 FERRILE AT 3611 O.G. OGEE PROFILE. CONNECT 4"DIA. DOWN5POUT5 TO UNDERGROUND STORM 5Y5TEM. F5] BRICK 5OLDIER GOUR5E EXTRUDED ALUMINUM 3" WIDE DOWN5POUT5 TO UNDERGROUND STORM 5Y5TEM. F-71 BRICK VENEER Fa -1 ROUNDED PREGA5T 51L - NATURAL WHITE COLOR a5TANDING SEAM ROOF AND AWNING ON METAL FRAME 22" OR 36" DIAMETER VENT LOUVERS. PROVIDE FO PAINTABLE UNIT AND PAINT PER 5GHEDULE. 51ZE AND HEIGHT A5 SHOWN ON ELEVATIONS. F11 ALUMINUM SINGLE HUNG WINDOW5 WITH CLEAR GLA55 (5EE ELEV. SHEET A2.1) 12 FIXED ALUMIMUM WINDOWS WITH TINTED 6LA55. 5EE LEVATION5 SHEET A2.1) UNTED ALF GYLI PER MINI 5GONCE, (3 WALL:AT TYP. ACH EXTERIOR DOOR.AR114-MT-42TRF-12 -BR 14 STOP BULLN05E SILL A5 REQUIRED TO ALLOW 5PAGE FOR ELEGTRIGAL 5WITGH6EAR. F15] 6" REFLEGTORIZED ADDRE55 NUMBERS - 6" BLACK RH.M. IN5UL. EXTERIOR DOOR AND FRAME - 5EE DOOR 5GHEDULE -7 FYPON DEGORATIVE BRAGKET 1-7E E 20"W 24'1 Ig HALT MOUNTED EXTERIOR GARRIA6E LIGHT, QUOIZEL GZ-8411 Fi-q] ROOF MOUNTED FLOOD LIGHT WITH GUT -OFF REFLECTOR, KIM GFLI/70MHI20/DB-P AND 5R4W. GENERAL NOTES: I. THE TOWER POINT PHASE 12, BLOCK 2, LOT 1 15 PART OF THE TOWER POINT PHASE 12 BUILDING PLOT (b), A5 IDENTIFIED ON THE APPROVED PRELIMINARY PLAT, FOR THE PURP05E OF 516NA6E, LAND50APIN6, AND NON-RESIDENTIAL ARCHITECTURAL 5TANDARD5 FOR BUILDING PLOT5 BETWEEN 20,000 AND 44p00 5GUARE FEET. 2. ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR 150LATF-D 50 A5 NOT TO BE V151BLE FROM ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL D15TRICT WITHIN 150' OF THE 5UBJEGT LOT, MEA5URED FROM A POINT FIVE FEET ABOVE 6RADE. SUCH 5CREENIN6 5HALL BE COORDINATED WITH THE BUILDING ARCHITECTURE AND 5GALE TO MAINTAIN A UNIFIED APPEARANCE. 3. EXTERIOR BUILDIN6 AND 51TE LIGHTING WILL MEET THE 5TANDARD5 OF 5EGTION 1.10 OF THE UNIFIED DEVELOPMENT ORDINANCE. THE LIGHT SOURCE SHALL NOT PROJECT BELOW AN OPAQUE HOU51N6 AND NO FIXTURE SHALL DIRECTLY PROJECT L16HT HORIZONTALLY. FIXTURE -5 WILL BE MOUNTED IN 5UGH A MANNYER THAT THE PROJECTED GONE OF 1-16HT DOES NOT CRO55 ANY PROPERTY LINE. DIAMETER OBLA5TED WOOD 516N KEY5TONE t- or 516N GOLOR5: R005TER, GIRCLE5 t TEXT = TATE OLIVE BACK61ROUND = BEIGE (TOTAL 516N AREA = a.6 50. FT) 0HALL MOUNTED LOGO SIGN 1/2"= I'-0" TO BE PERMITTED 5EPARATELY (2) ENLARGF=D ENTRY. ELEV. N.T.5. UA NORTHEAST ELEVATION I i!! * TO CLARIFY:SPAN STANDING SEAM ROOF AND AWNIN6 173 COLOR "DARK BONZE", CLOSELY RESEMBLES THE PAINT � L GOLOR 51?41041 'N N DYKE BROWN" BY 5HERWIN WILLIAMS. o s ° JTAL COLOR 50. f IT6. OF FAGADE "All: 1,3�f 5.f. � � �s o ---- _ AREA: % OF FAGADE RICK - MOUNT VERNON (5445P. 45% TONE - LIBERTY 276 5.F. 20% o a L OOD COMPOSITE 5H BLAGK 28 S.F. 2% °_ ox INDOWS -BEIGE lag S.F. 14% °1 D M cN�.c�u OOR5, TRIM, 6 - 5W6151 1`13 S.F. 14% rn:n :E A Qrj o TANDIN6 SEAM - D' RK BRONZE 26 S.F. 2% .0 6 0 c: Ii 3 -N c- 6 111),)) 2 C Lq,ill N N 'Z>� O N p LE -- "t - LL >= i °�Z ''O> 0'x -- O N O � S N 6 E - 004 L= E L -t - -� Qq) W U" O 0 r _ COLOR 50. FT , °. 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FtI6. OF FACADE I'D: 1,687 5.f. ELEVATION5 AREA: % of FACADE ' ,T VERN H _ -153 S.F. 44% zTY 388 S.F. 24% Date: Orn: 51TE -BLACK 56 S.F. 5% 6/30/2012 Gkd: :1617 2045.F. 12% 6 - SW615"7 256 S.F. 15% Drawing Number: kM - DA I K BRONZE 26 S.F. 2% _ A--4 U REN� _..-.,,._.-........ Revisions: � EWED F"'R Q O"Ulo/2012 OCT 17 u V . , -- WE 2012 ODA412012 CULILL%E 0TATION V LOP�ENT E VICES Q avos�2ol2 ED: — I y Z- bid & permit 355' TO OPPOSITE SPRINGDALE DR. "DO NOT ENTER" SIGN CITY OF COLLEGE STATION 5' PUE & ACCESS EASEMENT ` ,,o, ARRINGTON ROAD , � 270.5 r0 ADJACENT 80, R.O.Q. PRIVATE DRIVE 7800/12 `. 54` ASPHALT PAVEMENT •u-+-----Exs nNG FIRE HYDRANT 5' SIDEWALK CRO it il:�.'.1 E'i'i>�:�:i•iy'i,al�jR1� • r •v;7,'� - " �ea,�•1.1t�•••*>tEtlrZ•■►�TrxS .+1�.. e . Y •-,r r16 • y - ; 4FE- L�.12 ,Ny 59' OVERLAY DISTRICT UNE PROPOSED S 2r0 6 10' P.U.E. PROPOSED i5' PUBLI WA U '�- SETBACK V40' FRONT SETBACK �' \ /'� "16 V B -B PARKING- ISLAN it 2j0' 8002/249 _UTILITY EASEMENT - - ! _ 206 SF Ir a . r a 10t PUt LANE .... a,{tt 115VI5? IGN I I % aasaa I I J/ a ' TBMA j 511E 4PFl RC_ NOTES - P OPQ 6" 9 DEGR E ca ROP RTY CROSSWALKS & DA AMP BY OTHERS -" ( "' sQUA��C�FLED aNT QUACK OF CURB {1 1. THE OWNER OF THE PROPERTY IS THE COLLEGE STA71ON MARKET PUKE• THE SUBJECT' PROPERTY IS LOT 1, OLD THE TOWER POINT SUBDIVISION PHASE 12. PROPERW IS ZONED C-1 AND OV. B D & I " ISO TION IALVE _-PAF KING I LAND REQUIRED NOS. 48041CO2010 & 4804IC205D AS REVISED PER LOMR CASE N0. 10-06-0657P. EFFECTIVE DATE: SEP. 15. - 328 SF 2. THE OLSTURBED AREA FOR THIS PROJECT iS 2.269 ACRES (98,820 SF). 22. RETAINING WALL SHALL BE AN MSE TYPE WALL WITH STONE fit COLOR TO COMPLEMENT BUILDING STONE & COLOR. - - R 9"'ED PARKWG 3. DRAINAGE INFORMATION AND DETAILS WILL BE PROVIDED ON THE DRAINAGE PLAN I t DRAINAGE REPORT PARKING 1 LAND - 12 '- - S2I731'35E 9 N 9' TRKIN SPAC S SF % CO DUIT BY 5. THE IRRIGAitON SYSTEM MUST BE APPROVED AND INSTALLED PRIOR TT} C.O. 10. ALL PAVEMENT SHALL BE CONCRETE REFER TO THE PAVEMENT PLAN FOR PAVEMENT DEPTHS. ..-- ► TIiERg PER SCtI' PLA a \ &SPECIFY_ CATIQ(�S� POSED 1.5" ATTR h ETER a . r 1" RRIGAI PN ME FIRE LAP ► 4 a y\ SIGN , TYP.a a Y R ( / yUL PROPOS FIRE 14 9' PARKING SPACES\ # r I HYDRAN \ r i PAKIPGIm LAN4 SF / 1 r'cs,� SIGN I NOT ENTER" / _._ - , SPEED y 24' \ �;� I 1 i I L/ W- `• rn'' ACCESSIBLE ROUTE 1 INTERIOR 13 - 9' P RKING SPACES I f I VAN A%ESSIB /SPACE ,Q , 757 SF % uut FILA POLE ER . a ."'� . " ' a • �: • • :T _T --. ARC ITECTU AL THICK DUMPSTER r d tn. ' • • . • • 6 9' P IRKING SP E • - • a ' :'• • • r a ' r : 19' ROPOSED ' 'DE3 • • ac,; . r ' PAD & `I; ; ; . , .. 2 N H ICAP AC : ; ' +►�, . { .::::. 4� TVP, SIDE ALK ENCLOSURE PER • • • . , .. ,� $' 11 • • • • • • • • • a : '* :: \ %a l P KM i LAN SF a I ARCHITECTURAL • . • • • • • / a a a r /' DETAILS " " " " f� 1� •'. .1. . a•a a►a a .. PRQPT�Sp w �,it i r '• a .r • i'i, t•w r. i r• ,a..ar'r�s_.�lla'r ae Yew, s•r,r -w •A+r w sYi'�t'ri r r .Y i�•r Y.r r•r •i��y; a _ v. t y3 a "SIGNAGE �' o • \ e 6" FIRE " • . _.o r ., .Y IS LS �- ey _ i� t y 1n -� SERVICE T SERVICE It ST sT --!! I Ti 1 1 -- ST - ,- ST sT ! STtill T ' C 1 0- \\-p 5' PROP \ \ - BIKE RACK ROPOSEDSIDEWALK ` S EWALK ROPOSED 6' S SIDEWALK RE DEPARTMENT \ / p 1 1 CONNECTION \ ST o 1 I / 6" SEWEIR _SERVICE I Ij 1 �-- / -PRIMROSE SCHOOL ----------___ - ____-____________ - f 1 STORY ► ' LOT 1, 2.269ACRES2 /// 25' FT. BLDG. HT. PROPOSED -i r � ST 10533/46 FF = 270.00 PLAYGROUND I j / ZONED C-1 & OV EQUIPMENT PER cn I 11,845 SF ARCHITECTURALCHITECTURAL PROPOSED 3-4!' ELECTRIDETAILS CONDUITS PER CSU PLANS & SPECIFICATIONS I%►, ►.tr'- b b V.,...�e..... P;. 'd.�� .�' I PROPOSED '' d ovb^ *+ p. ,"� �b > ' e s ST I 1 ��1• ( ELECTRIC I i . W/ I METERLLJ iG r'6 PROPOSED 5 SIDEWALK j I ' > a • II `I I ► Q '� ? L �' ST � b . V m I co rCIO K TBMA j 511E 4PFl RC_ NOTES - - ca ROP RTY CROSSWALKS & DA AMP BY OTHERS -" ( "' sQUA��C�FLED aNT QUACK OF CURB {1 1. THE OWNER OF THE PROPERTY IS THE COLLEGE STA71ON MARKET PUKE• THE SUBJECT' PROPERTY IS LOT 1, OLD THE TOWER POINT SUBDIVISION PHASE 12. PROPERW IS ZONED C-1 AND OV. 2 OF TANGENT ELEV: 28.15' REQUIRED REQUIRED NOS. 48041CO2010 & 4804IC205D AS REVISED PER LOMR CASE N0. 10-06-0657P. EFFECTIVE DATE: SEP. 15. 12011. S.F. 2. THE OLSTURBED AREA FOR THIS PROJECT iS 2.269 ACRES (98,820 SF). 22. RETAINING WALL SHALL BE AN MSE TYPE WALL WITH STONE fit COLOR TO COMPLEMENT BUILDING STONE & COLOR. - - R 9"'ED PARKWG 3. DRAINAGE INFORMATION AND DETAILS WILL BE PROVIDED ON THE DRAINAGE PLAN I t DRAINAGE REPORT S. ALL RADII AND DISTANCES ARE MEASURED TO THE BACK OF CURB UNLESS OTHERWISE NOTED. - 12 '- - S2I731'35E 4. LANDSCAPING AND IRRIGATION DESIGN & ANALYSIS WILL BE PROVIDED ON THE LANDSCAPE & MGA710H PUINS. F&j % CO DUIT BY 5. THE IRRIGAitON SYSTEM MUST BE APPROVED AND INSTALLED PRIOR TT} C.O. 10. ALL PAVEMENT SHALL BE CONCRETE REFER TO THE PAVEMENT PLAN FOR PAVEMENT DEPTHS. ..-- ► TIiERg PER SCtI' PLA a \ &SPECIFY_ CATIQ(�S� - �_,.,.�.. 6. ..,. _ iFtE MINIMUM REQUIRED FIRE FLOW FOR A COMMERCIAL BUILDING SC TYPE VB OF 11.&15 SF IS 3,000 CATIONS UIRED FIRE FLOW BY 50 7G (1.500 GPM}. ARE REQUIRt YEXISSTE�NGKHYDRANT$ ONE � ,,,. ,,,, , iIYDRM(r 1 W111D gRSUFFICIENT. / v ' ► E / --E - E E E -- 7. TRAFFIC IMPACT ANALYSIS IS UNDER THE MITIGATION FOR TOWER POINT LOTS 3O-•37' PREPARED BY WALTER p. MOORE MARCH 8. 2012. 244 / --- •� ` l t ! 1 E Q;2R} At4nr-s t E E - - --- E E --- p PROPOS b 6" WATERLINE �E3 '#�MEtd� OD r SET IN CONCRETE FOOTING. PROVIDE GALVANIZEDCAP Tom. K BLACK COATED CHAINLINK FENCE PER / 10533/46 - 8. THE SUBJECT TRACT DOES NOT LIE WITHIN THE 100 YEAR FLOODPLAIN ACCORDING TO FEMA FLOOD INSURANCE RA[E FOR BRAZOS COUNTY; TEXAS AND INCORPORATED AREAS. COMMUNITY NO. 480083, PANEL NOS. 0201D & 02050. MAPS MAP 21. BASIS OF BEARINGS IS THE MONUMENTEO SOUTHEAST RIGHT OF WAY LINE OF ARRINGTON ROAD (BO' ROW) ACCORDING TO ® ISLAND AREA TANGENT THE RIGHT OF WAY DEDICATION PLAT OF ARRINGTON ROAD AND 80' WIDE DECATUR DRIVE RECORD® IN VOL 7800 PG. 12. REQUIRED REQUIRED NOS. 48041CO2010 & 4804IC205D AS REVISED PER LOMR CASE N0. 10-06-0657P. EFFECTIVE DATE: SEP. 15. 12011. S.F. S.F. 1 22. RETAINING WALL SHALL BE AN MSE TYPE WALL WITH STONE fit COLOR TO COMPLEMENT BUILDING STONE & COLOR. 360 R 9"'ED PARKWG 2x18' REFLECTIVE FINISH METAL SIGN 23. ANY EXPOSED CONCRETE OVER W IN HEIGHT WILL BE SCREENED FROM VIEW OR TREATED TO LOOK LIKE A STONE, RICK OR OTHER ALTERNATIVES S. ALL RADII AND DISTANCES ARE MEASURED TO THE BACK OF CURB UNLESS OTHERWISE NOTED. 1-6` S2I731'35E "-" 6 F&j 017'2424" 24. DUMPSTER GATE SHALL OPEN 180 DECRES. A 6' CLEARANCE FOR CURB SHALL BE PROVIDED. 3 S J' t t T/ 10. ALL PAVEMENT SHALL BE CONCRETE REFER TO THE PAVEMENT PLAN FOR PAVEMENT DEPTHS. C4 25. THIS DEING LO PERMITS IS LOCATED WITHIN THE SPRING CREEK IMPACT FEE AREAL THE FEE WILL BE DUE AT THE TIME THE D. 0 T} 3' 12'x9" TREFLECT E FINISH METAL SIGN Z NB3'15'23"W , ATTER. SEWER. VERIZON. STORM SEWER. EIC.) SHOWN ARE TAKEN FROM BEST 11. ALL �� 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT LOCATION OF ALL EXISTING UNDERGROUND UTIUi�5. 244 / --- •� ` l t ! 1 RLINES ECORD( INFORMATION BASED ASID ON CONSTRUCTION UTILITY MAP DOCUMENTS OBTAINED BY FROM CITY & p PROPOS b 6" WATERLINE �E3 C 0 OD r SET IN CONCRETE FOOTING. PROVIDE GALVANIZEDCAP Tom. COONDIEPEND F AGENCIES AND/OR ABOVE GROUND FIELD EVIDENCE SHOWN POSITIONS MAY NOT REPRESENT AS -BUILT ••per 0 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO USE WHATEVER MEANS NECESSARY TO MINIMIZE EROSION AND PRAT w 1 " '7 SEDIMENT FROM WING THE PROJECT SITE THIS INCLUDES THE INSTALLATION OF A CONSTRUCTION EXIT AND SiLT7CE \ AS NECESSARY. / co 1 / \ N 3. THE CONTRACTOR IS RESPONSIBLE FOR INSPECTING AND MAINTAINING THE EROSION AND SEDIMENT CONTROL DEVIL 12. BUILDING ACK LINES SHALL BE IN ACCORDANCE WITH THE CITY OF COU;EGE STATION UNIFIED DEVELOPMENT I t 1 1 1 T 1 D b �.•. M, > V Y) Q 0.4 PAMM CONSTRUCTiON SITES. • 1. ALL CHARACTERS MUST ID 60' MINIMUM ABOVE GRADE OR SIDEWALK. S. PERMANENT VEGETATION WILL BE ESTABLISHED ON THE DISTURBED AREAS AFTER CONSTRUCTION IS COMPLETE BY HYOROMULCHING AND SEEDING ALL DISTURBED AREAS. N 13. ALL ROOF AND GROUND-MOUNIEO MECHANICAL EQUIPMENT SHALL BE SCREEtt® FROM VIEW OR ISOLATiD} S4 A5 tiOT TO S. ALT. CONSTRUC71ON SHALL BE IN ACCORDANCE 14TH THE 2010 -CITY OF BRYAN/COLLEGE STATION STANDARD -Q V W "- VISIBLE FROM ANY PUBUC RIGHT -OF --WAY OR RESIDENTIAL DISTRICT WITHIN 150' OF THE SUBJECT LOT. MEASURED FROM FROM A POINT 5 FEET ABOVE GRADE. SUCH SCREENING SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE AND . , h W � - SCALE TO MAINTAIN A UNIFIED APPEARANCE, 1 M / coO r ¢ 14. PROPOSED SIGNS SHALL BE PERMITTED SEPARATELY IN ACCORDANCE WITH THE UOD. ( -� 1. SIGN SFIA11 COMPLY WtFii THE CnCS 15. TOWER POINT PHASE 12. BLOCK Z LOT i IS PART OF THE TOWER POINT PHASE 12 BUILDING PLAT (b), AS IDENTIFIED ON THEAPPROVEDPRELIMINARYOF I y m FIRE SERVICE STANDARDS. p1PLATLANDSCAPING. SIGNAGF, 49.0 SQUAW FEET: AND NON-RESIDENTUIL ARCHITECTURAL STB�ETWEE ( w kFIRE SIGN DE'fAiL 16. ALL ELECTRICAL IMPROVEMENTS SWILL BE PER COLLEGE STATION UTILITIES SPECIFICATIONS AND PER THE COLLEGE AT1ON 4 N.TS. UTILITIES ELECTRICAL DESIGN FOR PRIMROSE SCHOOL PROJECT. CSU ELECTRICAL CONTACT: GILBERT MARTINEZ FIRE .LANEaa_M RKINGS ELECTRIC PROJECT COORDINATOR EGE STATION UTILITIES CCIHT / 979-76 1. 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 TWW FIFTEEN FEET APART. 17. THE DUMPSIER ENCLOSURE SHALL BE PER ARCHREBiTURAi PLANS W/ 12' x 12 CLEAR INTERIOR OPENING 6` TAIL. THE DUMPSTER ENCLOSURE MUST BE REMOVED FOR UTIULY CONSTRUCTION WITHIN THE UTILITY EASEMENT: THE PROPERTY 2. A SIGN TWELVE INCHES (12'? WIDE AND EIGHTEEN! INCHES_ (18') IN HEIGHT SWILL BE MOUNTED IN A CONSPICUOUS LOCATIONSH AT EACH OWNER IS RESPONSIBLE FOR THE REPLACEMENT OF THE ENCLOSURE. \ ENTRANCE TO THE PROPERTY AND ATT THE LOCATIONSSSHOWN. SUCH $IGNS 18, ALL PARKING WILL BE SCREEN FROM THE RIGHT-OF-WAY BY A 36' HIGH BERM. SEE GRADING PLAN FOR BERM t3.LYATtONs. SHALL BE TWELVE INCHES (127 WIDE AND EIGHTEEN INCHES HIGH, WITH A I COMPANION SIGN TWELVE INCHES (12-) WIDE AND SIX INCHES (6") HiGH STATING "TOW -AWAY ZONE'. SUCH SIGNS SHALL BE PAINTED ON A WHITE IS - THE FiRE SUPPRESSION LINE SiiAU. HAVE A LOCKABLE LID ON THE ISOLATION VAL1fE, THE LOCKABLE LID SHAH. SUPPLY THE SAME PROTECTION AS THE AMP OR USA, LL562 LOCKING LID AT MINIMUM AN ALTERNATE SHAW' BACKGROUND WITH SYMB01.5. LETTER AND BORDER IN RED. LOCKABLE LIR APPROVED BY COLLEGE STATION UTILITIES OR HiS DESIGNEE. BE -PROPOSED 20 A 6 SIDEWALK � " BLACK COATED CHAINLINK FENCE PER j NOX BOX WILL BE PROVIDER ON THE BUILDING NEAR THE RISER ROOM. PER FIRE DEPARTMENT REQUIREMENTS. - ADDiTIONAL ISLAND f 21. BASIS OF BEARINGS IS THE MONUMENTEO SOUTHEAST RIGHT OF WAY LINE OF ARRINGTON ROAD (BO' ROW) ACCORDING TO ® ISLAND AREA TANGENT THE RIGHT OF WAY DEDICATION PLAT OF ARRINGTON ROAD AND 80' WIDE DECATUR DRIVE RECORD® IN VOL 7800 PG. 12. REQUIRED REQUIRED 129.21' RECORD BEARING: S 45 OB' 31" W. ` S.F. S.F. 1 22. RETAINING WALL SHALL BE AN MSE TYPE WALL WITH STONE fit COLOR TO COMPLEMENT BUILDING STONE & COLOR. 360 R 9"'ED PARKWG 2x18' REFLECTIVE FINISH METAL SIGN 23. ANY EXPOSED CONCRETE OVER W IN HEIGHT WILL BE SCREENED FROM VIEW OR TREATED TO LOOK LIKE A STONE, RICK OR OTHER ALTERNATIVES 32.77' 1-6` S2I731'35E AS APPROVED BY THE ADMINISTRATOR. 6 F&j 017'2424" 24. DUMPSTER GATE SHALL OPEN 180 DECRES. A 6' CLEARANCE FOR CURB SHALL BE PROVIDED. 3 S J' t t T/ 11 C4 25. THIS DEING LO PERMITS IS LOCATED WITHIN THE SPRING CREEK IMPACT FEE AREAL THE FEE WILL BE DUE AT THE TIME THE D. ` CIO , 3' 12'x9" TREFLECT E FINISH METAL SIGN GENERAL NOTES: NB3'15'23"W 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT LOCATION OF ALL EXISTING UNDERGROUND UTIUi�5. 244 / --- •� ` l t ! 1 NOTIFICATION THE UTILITY COMPANIES 48 14 URS ADVANCE OF CONSTRUCTION is REQUIRED. DIG (8001 p PROPOS b 6" WATERLINE 2x2 GALVANIZED STEEL. TUBE COLUMN ATMOS ENERGY: (97.9 714-2506 SUDDEN LiNK COMMUNICATIONS: {979 595-2429 VERIZON:* (B1` OTH S� / SET IN CONCRETE FOOTING. PROVIDE GALVANIZEDCAP Tom. (979) 821-4770 TOPYOFa TUBE ANDOND 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO USE WHATEVER MEANS NECESSARY TO MINIMIZE EROSION AND PRAT SEDIMENT FROM WING THE PROJECT SITE THIS INCLUDES THE INSTALLATION OF A CONSTRUCTION EXIT AND SiLT7CE \ AS NECESSARY. / co 1 / \ 1 t I I 1 3. THE CONTRACTOR IS RESPONSIBLE FOR INSPECTING AND MAINTAINING THE EROSION AND SEDIMENT CONTROL DEVIL it - I t 1 1 1 T 1 INSPECTIONS SHALL BE DONE EVERY 14 DAYS AND AFTER EVERY RAINFALL. EVENT OF 1/2" OR MORE THE CONM SHALL REMOVE ALL MUD DEPOSITED ON THE ADJACENT STREETS AS A RESULT OF THE CONSTRUC71ON OF THISS P C% �.•. M, r 4. THE CONTRACTOR iS REQUIRED TO MAINTAIN THE TPDT•`'S GENERA!. PERMIT NO. TAR 150000 REQUIREMENTS FOR L 1 [ 3" CONSTRUCTiON SITES. 1. ALL CHARACTERS MUST ID 60' MINIMUM ABOVE GRADE OR SIDEWALK. S. PERMANENT VEGETATION WILL BE ESTABLISHED ON THE DISTURBED AREAS AFTER CONSTRUCTION IS COMPLETE BY HYOROMULCHING AND SEEDING ALL DISTURBED AREAS. ADA A SIGN DETAIL S. ALT. CONSTRUC71ON SHALL BE IN ACCORDANCE 14TH THE 2010 -CITY OF BRYAN/COLLEGE STATION STANDARD LIE SPECIFICATIONS D AN DETAILS F W OR ATTR. ATI. CONSTRUCTION SHALL BE COORDINATED WITH THE CITY F�IGINEER'S OFFICE VARIABLE LENGTH N r5 _ 7. THE CONSTRUCTION SHALL COMPLY -WITH OSHA STANDARD 29 CFR- PART 1928 SUBPART P FOR TRENCH SAFETY-" I- - y 10533/46 REQUIREMENTS. 8. THE CONTRACTOR SHALL REMOVE THE EROSION CONTROL MEASURES ONCE GRASS IS ESTABLISHED. l PROPOSED CROSSWALK j \ PROPOSED PLAYGROUND EQUIPMENT : I d ►' (• to t� &ADA RAMPSme 1oo+s 9. INLET PROTECTION TO BE INSTALLED AT ALL PROPOSED AND EXISTING INLETS ADJACENT TO THE PROJECT SITE. _ _ -' �'� ST a' i (BY OTHERS) 1.s" 6' AT EACH END TO. CONTOURS SHOWN ARE FROM FIELD SURVEY DATA PREPARED BY KUNG ENGINEERING & SURVEYING. I (I PER ARCHITECTURAL DETAILS - - o / j I _ EXCESS 6" PIPE & MENT' .EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.10 OF THE UNltTFZ) DEVELOP PROPOSED .• . . • ORDINANCE THE LIGHT SOURCE SHALL, NOT PRO,fECP BELOW AN OPAQUE HOUSING AND NO FlXTLIRE'S1HAU. DIRECTLYi J 0 'aR ' •. •"• RETAINING WALL y GATE VALVE OUTSIDE PROJECT LIGHT HORIZONTALLY. FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF LIGHT / EASEMENT TO BE i DOES NOT CROSS ANY PROPERTY LINE. PLEASE NOTE THAT COMPLWNCE WITH THIS SECTION WILL BE VERIFIED AT Tw I a 6 , MAX HT 1.25 0. (. TIME OF BUILDING PERMIT AND CERTIFICATE OF OCCUPANCY. .o b _ _ i--- 0) -� / REMOVED AND VALVE ►ROPOSED I T IFM- B ____ I I PLAYGROUND e> v , EQUIPMENT PER I � � � 25' x '' ARCHITECTURAL 1\ I SPLASH PA v' ' v DETAILS I \ % cl 10-3 1t 1 o 11 // ST S ST ST ST ST ST ST Sr ST ST ST - ST / l DISTURBED AREA PROPOSED PRIVATE 't LIMITS STORM SEWER LANDSCAPE ISLAND ANALYSIS: TOTAL PARKING: 48 SPACES �, '� ADA R ROPOS PERIPHERAL PARKING: 27 SPACES J'� �� INTERIOR PARKING: 21 SPACES LANDSCAPE ISLAND REQUIRED: 4 N 9' Pi4RKIN6 \ \ \ \ t 21 SPACES X 12 = 252 SF 24 SPICES i PRO LANDSCAPE ISLAND PROVIDED = 397 SF `y TYP. - r SE N l� 100 YEAR ..a FLOOD PLAIN \ \ 7.5 SIDE \ \ \ SETBACK `. INTERIOR ISLANDS BLACK COATED CHAINLINK FENCE PER j ARCHITECTURAL DETAILS END ADDiTIONAL ISLAND f TOTAL ISLAND ISLAND AREA ISLAND AREA TANGENT AREA S.F. REQUIRED REQUIRED 129.21' CROSSWALK `( S.F. S.F. 1 757 360 397 ROPOSED 0 E RELOCATED 3 i 24" SIDEWALK 24 � � ROPOSED INLSTORM (BY OTHlw S) I "�:1=3w MIN 1:-W MIN, 6- $» 6, LOT 3, BLOCK 2 1.17 ACRES COLLEGE STATION MARKET PLACE / 6647/207 ZONED C-1 & OV ROPOSED 8" WATER UNE Bp (BY OTHERS) E \7,5'— -PROPOSED JUNCTION BOX IDE (BY OTHERS) S AC \ \ \ PROPOSED TOR ` ROPOSED FIRE SEWER ST t1 OUT �, HYDRANT (BY OTHERS) 10' PUE (BY OTHERS) ► \ Ury IN, ,- 10533/46 � __1"I1-1`\� ` `� \ �`- '"' .,� - T PROPOSED SIDEWALK ... -- '"' LOT 4. BLOCK 2 0.83 ACRES �. IN,��� `..., k I ` � ! COLLEGE STATION MARKET PLACE ` �. \ -- `' ,. `'- ---_. "" b > 6647/207 is IS ZONED C-1 & OV SQUARE CHISELED INTO �.. .,�" 10' PUE 15 REAR~ BACK QF CURB -- _ 10157/152 -. 2� 1 Q ELEVATION: 269.15' �--- _____ - --• �, "� •. Q�Q' .tw SETBACK" P { R�?P ED NC110N BOX _ BY\ ERS SCALE IN FEET' `'IBM B COLLEGE OL EG � oF�ORK sPLACE a � --- ~ �` "'-="�65y=-- �- � --- -- SQUARE CHISELED INTOCALLED..., BACK OF CURB - TRACT 11, ELEVATION: 270.76' 6647/207 '' - '` "`'30 63-x. � -... •r.- „ '' ""• .,,,.~•-."".+.. ""-••.�� st 1 �"- .•'..'.••... `` `..+.. Engineerionci, LTHE SEAL APPEARING ONBSC;hultz' DOCUMENT WAS AUTHORIZEDD BY JOSEPH P. SCHULTZ. P.E., LICENSE 2730 Longmire, Suite A NO. 65889 ON OCTOBER 24. 2012. College Station, Texas 77845 ISSUED FOR CONSTRUCTION 979.764.3900 TOPE NO.12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KLING DID JAB JPS 12-212 OCTOBER 2012 BIKE RACK DETAIL .NTS STEEL REINFORCING BARS * CONCRETE PAVEMENT e; •,,� -o' -•• - r--° 5 + X "--6" LIME STABILIZED SUBGRADE (EXTENDS 1' OUTSIDE THE EDGE OF PAVEMENT) * X=Sr OR OF AS SHOWN ON THE PAVEMENT PLAN * 63=" PAVEMENT - USE #4 BARS 0 18" O.C.E.W. OR USE #4 REBAR ® 16" O.C.E.W. * 5" PAVEMENT - USE #4 REBAR 0 18" o.C.E.W. TYPICAL CONCRT:: i'E PAVING SECTION N.T.S. PARKM AN&YSIS REQUIRED PARKING: 11.845 SF DAY CARE CENTER 1 SPACE PER 250 SF 48 SPACES 48 SPACES REQUIRED TOTAL 2 HANDICAP SPACE REQUIRED 9' WIDTH. 18' LENGTH TYP. PROPOSED PARKING: 46 SPACES PARKING 2 SPACE HANDICAP PARKING 48 SPACES TOTAL UTLff DEMAND WAI�'fDEMD PE 13UT QT NG MINIMUM 0 GPM AVERAGE 20 GPM MAXIMUM (PEAK) 80 GPM 1 1/2" DOMESTIC WATER METER SANITARY $,EWER DEMAND (0 907. OF WATER DEMAND) AVERAGE 18 GPM MAXIMUM (PEAK) 72 GPM 6" SANITARY SEWER LINE ® 1.04% .MIN. SLOPE FIXTURE UNITS = 264 FIXTURE UNITS ALLOWED = 700 PIPE SLOPE OK PRINfROSE SCHOOL PROJECT TOYER POINT SUBDIVISION -PHASE 12 LOT 1, BLOCK 2 -COLLEGE STATION, TX � R1 .3'R 761 6 13. 2' 2' 14 BARS NOTE: ALL CURBS W IN HEIGHT _ I UNLESS NOTED OTHERWISTL EXPANSION WELSH TYPICAL CURB DETAIL N.TS. t: ii fill !� 1 LEGEND -"284- -• - -- -- EXISTING CONTOUR 284----~ PROPOSED CONTOUR BOUNDARY -' - --- -- PUBLIC UTILITY EASEMENT -' -- PRIVATE ACCESS EASEMENT LOT LINE utas- FIRE LANE ST ST ST EXISTING STORM SEWER PIPE ST --- ST ST PROPOSED STORM SEWER PIPE W-4 EXISTING WATER LINE w 8 PROPOSED WATER UNE S-8 EXISTING SANITARY SEWER UNE S-8PROPOSED SANITARY SEWER UNE -W-W- WATER SERVICE `- -- 100 YEAR FLOODPLAIN GAS GAS PIPELINE ""'° �°' -w- •-"- „� PROPOSED IRRIGATION SLEEVES - E E E E - UNDERGROUND ELECTRICAL FIRE HYDRANT 4? GATE VALVES PROPOSED BIKE RACK ffs PROPOSED SIDEWALK RAMP im PROPOSED STORM SEWER JUNCTION 8 PROPOSED DRAINAGE INLET '> • ' =s ° "' PROPOSED SIDEWALK SILT FENCE CONSTRUCTION EXIT DISTURBED AREA LIMIT'S VEHICLE LAY OF }FOSE rr•rrrrrrrrrrrrw ACCESSIBLE ROUTE V FDC - FIRE DEPARTMENT CONNECTION RE I EW '--=� �• a PL ANCI IMROSE SC g . �f/� d (PROJE`h-' L E� iki l � _ V a ifo°k `; 5 ' i± EGE 4 �� a pr A RIV 2.27 ACRES REQL.E SUBJECT PROPERTY BLOCK 2, LOT I L..I TOWER POINT SUBCIJlSIO! Yf PHASE 12I° r : ' ROBERT BLACK COATED CHAINLINK FENCE PER j ARCHITECTURAL DETAILS a i, DECORATIVE IRON FENCE PER CURVE # ARCHITECTURAL DETAIL SS SEWER MANHOLE TANGENT RETAINING WALL CHORD DIRECTION - 129.21' CROSSWALK `( 031130'12' INLET' PROTECTION H I PARKING LOT LIGHT RE I EW '--=� �• a PL ANCI IMROSE SC g . �f/� d (PROJE`h-' L E� iki l � _ V a ifo°k `; 5 ' i± EGE 4 �� a pr A RIV 2.27 ACRES REQL.E SUBJECT PROPERTY BLOCK 2, LOT I L..I TOWER POINT SUBCIJlSIO! Yf PHASE 12I° r : ' ROBERT COLLEGE STATION. BRAZOS COUNTY. TEXAS j Curve Table as 1 OWNER: SURVEYOR: I CURVE # LENGTH RADIUS DELTA TANGENT CHORD CHORD DIRECTION C1 129.21' 235.00' 031130'12' 66.28' 12759' S29'14'07 E C2 65.20` 265.00' 01405'48" 32.77' 65.04•' S2I731'35E C3 30.38' 100.00' 017'2424" 15,31' 30.26' S36'17'01'E C4 164.78' 110.00' OW49145" 102.27' 1149SW NB3'15'23"W RE I EW '--=� �• a PL ANCI IMROSE SC g . �f/� d (PROJE`h-' L E� iki l � _ V a ifo°k `; 5 ' i± EGE 4 �� a pr A RIV 2.27 ACRES REQL.E SUBJECT PROPERTY BLOCK 2, LOT I L..I TOWER POINT SUBCIJlSIO! Yf PHASE 12I° r : ' ROBERT A Nit W TIDING .P.RIMROS 8660 CTsA CREM SCHOOL FRANCHISING COMPANY ID-_ TBBSI> DRd111NtdS d1VD 1S DSSICA► RRPRBSJPNTBD Yin.u. JWMW AM TBB BSCLUSM PRQI'BRff of PMWWSS ' I Smoot. FRaNCBIS= Ca RLTJ°Rouver o11► OR ,ANY VS1ff of TSBSB ,RRdI►MW GrAW 7rMy FoR TBS PROJECT CO"ANY PR�ose s 11 Jw"ivr wnmur 11M co. r oa wAnrm sap. e1ff Uffilu Bow"." 17511' W= 8S SUJL'JBCT TO ma" ACTION. DEVEi: 0Pi' ';- '' • ` ' 1 SCALE VERTICAL NTA HORIZONTAL 1 f = 20' PLOiT LNG SCALE: 1:1 FILE NAME: 12-212 SHEET COLLEGE STATION. BRAZOS COUNTY. TEXAS j SCALE: 1 "=20' SEPTEMBER 2012 as 1 OWNER: SURVEYOR: I COLLEGE STATION MARKET KLING ENGINEERING & SURVEYING PLACE 4101A SOUTH TEXAS AVE 520 POST OAK BLVD., BRYAN, TX 77802 SUITE 850 (979) 846-6212 ' & HOUSTON, TX 77027 IJ m 713-623•-0188 ENGINEER: ' ARCHITECT: SCHULTZ ENGINEERING, Li.C. CHILDREN'S DESIGN GROUP PO BOX 11995 1114 EAGEES CREEK WAY COLLEGE STATION, TX 77842 ACWORTH. GA 30101 (979)764-3900 770-485-8496 A Nit W TIDING .P.RIMROS 8660 CTsA CREM SCHOOL FRANCHISING COMPANY ID-_ TBBSI> DRd111NtdS d1VD 1S DSSICA► RRPRBSJPNTBD Yin.u. JWMW AM TBB BSCLUSM PRQI'BRff of PMWWSS ' I Smoot. FRaNCBIS= Ca RLTJ°Rouver o11► OR ,ANY VS1ff of TSBSB ,RRdI►MW GrAW 7rMy FoR TBS PROJECT CO"ANY PR�ose s 11 Jw"ivr wnmur 11M co. r oa wAnrm sap. e1ff Uffilu Bow"." 17511' W= 8S SUJL'JBCT TO ma" ACTION. DEVEi: 0Pi' ';- '' • ` ' 1 SCALE VERTICAL NTA HORIZONTAL 1 f = 20' PLOiT LNG SCALE: 1:1 FILE NAME: 12-212 SHEET '289- 355' TO OPPOSITE _ --'V""" SPRINGDALE DR. / I i SPECIFIC NOTES., "DO NOT ENTER" ARRING rON ROAD \ /r °o sQUA E� TBMEADLEGEND 1. THE OWNER OF THE PROPERTY IS THE COLLEGE STATION MARKET PLACE. THE SUBJECT PROPERTY IS LOT 1, BLOCK 2 OF SIGN , \ 270.5' TO ADJACENT PROPERTY CROSSWALKS & ••,1NTO-BACK OF CURB THE TOWER POINT SUBDIVISION PHASE 12. PROPERTY IS ZONED C-1 AND OV. 80 ROW \ PRIVATE DRIVE ELECTRI AC CONDtliT �Y ADA AMP (BY OTHERS) ELEV: 2Ej9.15' -' CITY OF COLLEGE STATION \ EXISTING 5' SIDEWALK E / 2. THE DISTURBED AREA FOR THIS PROJECT IS 2.269 ACRES (98,920 SF). %SC)0/� 2 \ OTH�RS�PER CSU PLANS & - -- - ---284- - - = - EXISTING CONTOUR 5 PUE & ACCESS EASEMENT. \ 3. DRAINAGE INFORMATION AND DETAILS WILL BE PROVIDED ON THE DRAINAGE PLAN & DRAINAGE REPORT. 54 ASPHALT PAVEMENT EXISTING 12" 284 CONTOUR _ ROPOSED „- EXISTING FIRE HYDRANT ATER LINE_ly 2 W-1� - W-12 ` - - T� - 4. LANDSCAPING AND IRRIGATION DESIGN &ANALYSIS WILL BE PROVIDED ON THE LANDSCAPE &IRRIGATION PLANS. PROPOSED - - �� AL CONDUIT BY - 5• THE IRRIGATION SYSTEM MUST BE APPROVED AND INSTALLED PRIOR TO C.O. BOUNDARY CROSSWAL _ W-12 - - �c-ADA�4 F5 ,�12 - - _ -- R t d • O'Till PER SM PLAN B. THE MINIMUM REQUIRED FIRE FLOW FOR A COMMERCIAL. BUILDING IBC TYPE VB OF 11,845 SF IS 3,00D GALLONS PER - - - PUBLIC UTILITY EASEMENT \ & SPECIFICATIONS - MINUTE. THE BUILDING IS FULLY SPRINKLED WHICH DECREASES THE REQUIRED FIRE FLOW BY 50 % (1,500 GPM). ONE PROPOSED GAS METER --- -P�tfl PER-£rsfJ PA& ' o o FIRE HYDRANT IS REQUIRED. EXISTING HYDRANTS WILL BE SUFFICIENT. PRIVATE A '-"""- - �� - �7E - �- CCESS EASEMENT \--�- _ -AND GAS SERVICE LINE - - - - - - - - �SPEe1FlAfitOtdS -'- - - "'�'-- -�i \ q ../ 7. TRAFFIC IMPACT ANALYSIS IS UNDER THE MITIGATION FOR TOWER POINT LOTS 30-37" PREPARED BY WALTER P. MOORE- --.--- -- -`_E°pE/ E - E E - MARCH e, 2012 LOT LINE. OVERLAY DISTRICT LINE - ¢ �` \ /. �UBL�-U 9AISEMEPfT• - 8. THE SUBJECT TRACT DOES NOT LIE WITHIN THE 100 1TAR FLOODPLAIN ACCORDING TO FEMA FLOOD INSURANCE RATE MAPS -'FlRE uwE-- FIRE LANE 4,21 12 "W 59' - _ __ - -- -28 �� `` R - '' ,po 10533/46 FOR BRAZOS COUNTY, TEXAS AND INCORPORATED AREAS. COMMUNITY NO, 480083, PANEL NOS. 0201D & 0205D, MAP X0'32 SETBACK , - - - _ _ _ - \ - - ,L / I 12 NOS. 418041CO2010 & 48041C205D AS REVISED PER LOMR CASE NO. 10-06-0657P. EFFECTIVE DATE: SEP. 15, 2011. ST ST - ST EXISTING STORM SEWER PIPE ( 2�• B - 10' P.U.E. PARKING ISLAND 40 FRONT SETBACK - c' �eM 16 1' B -B PARKING ISLAND tP ' C 4' / 9. ALL RADII AND DISTANCES ARE MEASURED TO THE BACK OF CURB UNLESS OTHERWISE NOTED. ST - ST - ST PROPOSED STORM SEWER PIPE / 2'10• � 8002/249 - - - 248 SF - - �-- _ 206 SF \ / VV. - - - - � ,` k / - O 10. ALL PAVEMENT SHALL BE CONCRETE. REFER TO THE PAVEMENT PLAN FOR PAVEMENT DEPTHS. )FIRE 4 . .. .. `` D -D z 11. ALL UTILITY LINES (WATER, GAS, SANITARY SEWER, VERIZON, STORM SEWER, ETC.) SHOWN ARE TAKEN FROM BEST W-4 EXISTING WATER LINE o O AVAILABLE RECORD INFORMATION BASED ON CONSTRUCTION UTILITY MAP DOCUMENTS OBTAINED BY FROM CITY & yr/-$ PROPOSED WATER 1� PUS L NE m I t / ` ` - ; 4 t 4 t ` FIRE LANE I INDEPENDENT AGENCIES AND/OR ABOVE GROUND FIELD EVIDENCE. SHOWN POSITIONS MAY NOT REPRESENT AS -BUILT ER LINE 1� 57I/15F LGN '�; ; . PARKING I LAND ,� , , , 4 , , < O ~ CONDITIONS. ''II I I I = r . t • 328 SIF -k k, �\ g, SIGN jT I O w > 1 " � �� 12. BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE CITY OF COLLEGE STATION UNIFIED DEVELOPMENT S-8 EXISTING SANITARY SEWER LINE . " 9 9' ARKIN SPAC S ` . . .-i-. TVP. , , („ N c O ORDINANCE. I R ----S-8 PROPOSED SANITARY SEWER LINE �R kAN � � M I Y N J p PARKII , E ° C� W Q p 13. ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR ISOLATED SO AS NOT TO 14 9 PARKING SPACES\ rr U W N BE VISIBLE FROM .ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WITHIN 150' OF THE SUBJECT LOT, MEASURED W W WATER SERVICE \ I UtrA_Y FROM A POINT 5 FEET ABOVE GRADE, SUCH SCREENING SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE AND F > REMOTE DO NOT ENTER - SPEED W U SCALE TO MAINTAIN A UNIFIED APPEARANCE. 1 5 Ell -1 N 1` U_ 100 YEAR FLOODPLAIN PA2KIt�IG (LAND j I I a ¢ 24 \ '� o, a ( = - I o 0 3i t3:'t� FIRE DEPARTMENT SIGN / - _TABLE p D: ry N ( < / 1 I W 14. PROPOSED SIGNS SHALL BE PERMITTED SEPARATELY IN ACCORDANCE WITH THE UDO. f I I 4 SF o�`'• CONNECTION / (1) 9� TMP ACCESSIBLE ROUTE orL ,\'rj� 7a' OJ X O 15. TOWER POINT PHASE 12, BLOCK 2, LOT 1 IS PART OF THE TOWER POINT PHASE 12 BUILDING PLAT (b), AS IDENTIFIED ON GAS GAS PIPELINE WITH BOLLARDS / INTERIOR \ / W I Cn F- N 1. SIGN SHALL COMPLY WITH THE COCS THE APPROVED PREUMINARY PLAT FOR THE PURPOSE OF LANDSCAPING, SIGNAGE, AND NON-RESIDENTIAL ARCHITECTURAL 888 PROPOSED IRRIGATION SLEEVES 13 N 9 P RKING SPACES u'. O y TTl FIRE SERVICE STANDARDS. STANDARDS FOR BUILDING PLOTS BETWEEN 20,000 AND 49,000 SQUARE FEET. f I I VAN AqQESSIBLE/SPACE ,Q , 757 SF \ \ �^D -j d I W FIRE LANE SIGN DETAIL 16. ALL ELECTRICAL IMPROVEMENTS SHALL BE PER COLLEGE STATION UTILITIES SPECIFICATIONS AND PER THE COLLEGE STATION - E E E E - UNDERGROUND ELECTRICAL �iZE LANE -�-"-� RE LAN LANE NE E LANE RE LANE RE LAN'v� --PRE LANE RE LAN R6-tA % FLA POLE ER I I Q UTIU11ES ELECTRICAL DESIGN FOR PRIMROSE SCHOOL PROJECT. k .. ARC ITECTU ALECTRIC PROJECT COORDINATOR PROPOSED 6" " ....{" " ^ ` ` w N.T.S..T.S, CSU ELECTRICAL CONTACT: GILBERT MARTINEZ ;• .; 4 , . kr / FIRE HYDRANT THICK DUMPSTER °�: o bi• ` ` " • ` ` 6 9' PARKING SPACE ode • • .. \ 18 PRO OSED D S _ e;; FIRE LANE MARKINGS CITY OF COLLEGE STATION UTILITIES �r ` ` ` " . " " TYP / PH: 979-764-6314 GATE VALVES PAD & � I I• ' ; ; ; ; ; 4 � 2 N HANDICAP FACE � , , 4 ; " SIDE ALK k � � ` " " D 1. ALL CURBS AND CURB ENDS SHALL BE PAINTED RED WITH FOUR INCH ENCLOSURE PER .... . " .. \ T P RKINI ISLAND I i `�' ARCHITECTURAL / 8 11 , • " • " " ` ` " • ` I I (4'7 WHITE LETTERING STATING *FIRE LANE - NO PARKING - TOW AWAY PROPOSED BIKE RACK • " 4 4 .. . ... ♦ 89 SF ` ZONE". WORDING MAY NOT BE SPACED MORE THAN FIFTEEN FEET' APART. 17• THE DUMPSTER ENCLOSURE SHALL BE PER ARCHITECTURAL PLANS W/ 12' x 12' CLEAR INTERIOR OPENING 6' TALL. THE �� I DUMPSTER ENCLOSURE MUST BE REMOVED FOR UTILITY CONSTRUCTION WITHIN THE UTILITY EASEMENT. THE PROPERTY / k a \ OWNER IS RESPONSIBLE FOR THE REPLACEMENT OF THE ENCLOSURE. PROPOSED SIDEWALK RAMP DETAILS . > .... . " . • ...... ' d D 4 PROPbSE,D .. ' .P :� r • ' e .... no.'.>n .iw.'.: L ':.:, > °.',. •..q. ' ... 4{ .' :...a.::..a ..cr. w •. �• �o •• 2. A SIGN TWELVE INCHES (12'� WIDE AND EIGHTEEN INCHES (18") IN o • D • • v ° e ' ' ' ;! • • f HEIGHT SHALL BE MOUNTED IN A CONSPICUOUS LOCATION AT EACH I� ( i I e : s o • v "� " 'A SIGNAGE �D' ' ' _ 6' FIRE ° D I \ 18. ALL PARKING WILL BE SCREEN FROM THE RIGHT^OF-WAY BY A 36" HIGH BERM. SEE GRADING PLAN FOR BERM ■ r 1.5 WATER ENTRANCE TO THE PROPERTY AND AT THE LOCATIONS SHOWN. SUCH SIGNS PROPOSED STORM SEWER JUNCTION BOX D 1S 18 _ - �- ''� Ti°.� y V) -� SERVICE SERVICE \ SHALL BE TWELVE INCHES (12') WIDE AND EIGHTEEN INCHES HIGH, WITH A ELEVATIONS. 1 --�-- ST ST -® �I ° �' W - t- W W-6 W ---W_6 \ COMPANION SIGN TWELVE INCHES (12) WIDE AND SIX INCHES (67 HIGH 19. THE FlRE SUPPRESSION LINE SHALL HAVE A LOCKABLE LID ON THE ISOLATION VALVE, THE LOCKABLE LID sHAL.L SUPPLY PROPOSED DRAINAGE INLET I y � ; _-_ W-6���-�- D I STATING 'TOW -AWAY ZONE". SUCH SIGNS SHALL BE PAINTED ON A WHITE THE SAME PROTECTION AS THE AMP OR USA, LL562 LOCKING LID AT MINIMUM. AN ALTERNATE LOCKABLE UD SHALL BE •� E, ....;' .� ♦ I > D 00 I BACKGROUND WITH SYMBOLS, LETTER AND BORDER IN RED. APPROVED BY COLLEGE STATION UTILITIES OR HIS DESIGNEE. PROPOSED SIDEWALK Z '' v I o q p' q v t �." PROPOSED I I I � �' _ - - - _ , �o - -- - �? G \ 20. A I BOX WILL BE PROVIDED ON THE BUILDING NEAR THE RISER ROOM, PER FIRE DEPARTMENT REQ RE NTS. LT FENCE _ T •_ ' T -- - 6 SIDEWALK I \ 21.. BAST$ OF BEARINGS IS THE MONUMENTED SOUTHEAST RIGHT OF WAY UNE OF ARRINGTON ROAD 80' ROW ACCORDING TO (I I I N I PROPOSED PROPOSED PROPOSED \ I. \ / 1 I e . / THE RIGHT OF WAY DEDICATION PLAT OF ARRINGTON ROAD AND 80' WIDE DECATUR DRIVE RECORDED IN OL 7800 PG. 12. I I I I I PROPOSED 6' BIKE RACK 5' SIDEWALK 5' SIDEWALK \ \ I. v \ \ / rn ` ® I 1 RECORD BEARING: S 45' 08' 31" W. II ( I O D I I SIDEWALK \ I • CONSTRUCTION EXIT ST O / i / 22. RETAINING WALL SHALL BE AN MSE TYPE WALL WITH STONE & COLOR TO COMPLEMENT BUILDING STONE & C LOR. RESERVED 1^2"x18" REFLECTIVE FINISH METAL SIGN 23, ANY EXPOSED CONCRETE OVER 6" IN HEIGHT WILL BE SCREENED FROM VIEW OR TREATED TO LOOK LIKE A SONE, BRICK, " 1 /y PARKING OR OTHER ALTERNATIVES AS APPROVED BY THE ADMINISTRATOR. ®®® am w m g am m DISTURBED AREA LIMITS J__ _ __ E- \ / ' " 6 SEWER ao 1'-6' 24. DUMPSTER GATE SHALL OPEN 180 DEGREES. A 6" CLEARANCE FOR CURB SHALL BE PROVIDED. 111 I I I _SERVICE / - - - - - - - - 25. THIS DEVELOPMENT IS LOCATED WITHIN THE SPRING CREEK IMPACT FEE AREA. THE FEE WILL BE DUE AT THE TIME THE VEHICLE LAY OF HOSE - - _ _ _ - - - - _ - -g S-6 S 6 I 7-y BUILDING PERMITS ARE ISSUED. /- - - - - - - PRIMROSE SCHOOL ------ r �� m 1 STORY ? li' / r 3" 12"x9` REFLECTIVE FINISH METAL SIGN IN a a IN III a III m 0 wACCESSIBLE ROUTE LOT 1, GENERAL NOTES: II I I \ BLOCK 2 / ( 25' FT. BLDG. HT. T --ST, r r 2.269 ACRES / PROPOSED ST B" I. THE CONTRACTOR SHALL. BE RESPONSIBLE FOR VERIN- NG THE EXACT LOCATION OF ALL EXISTING UNDERGROU D UTILITIES. I �1 NOTIFICATION OF THE UTILITY COMPANIES 48 HOURS IN ADVANCE OF CONSTRUCTION IS REQUIRED. i ( \ 10533/46 / FF = 270.00 PLAYGROUND 244 FDC -FIRE DEPARTMENT CONNECTION I / ap. DIG TESS: (800) 344-8377 i, ZONED C-1 & OV I � 845 SF EQUIPMENT PER I ' to Jw � / � ' ATMOS ENERGY: 979) 774-2506 ARCHITECTURAL ° �' �, oIo �'� PROPOS D 6" WATERLINE 2x2 GALVANIZED STEEL TUBE COLUMN SUDDEN LINK COMMUNICATIONS: 979) 595-2429 / PROPOSED 3-4" ELECTRIC I: SET IN CONCRETE FOOTING. PROVIDE VERIZON: (979) 821-4770 DETAILS I � '.P � (BY 0TH RS) 0 0 0 o- 0 o BLACK COATED CHAINLINK FENCE PER CONDUITS PER CSU PLANS rn GALVANIZED STEEL CAP WELDED To ARCHITECTURAL DETAILS / TOP OF TUBE. PAINT TUBE AND CAP. 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO USE WHATEVER MEANS NECESSARY TO MINIMIZE EROSION O PREVENT % \ & SPECIFICATIONS SEDIMENT FROM LEAVING THE PROJECT SITE. THIS INCLUDES THE INSTALLATION OF A CONSTRUCTION EXIT AND SILT FENCE I I -� - -- ° .�,Jy/ I AS NECESSARY. P - v I PROPOSED I o : ' ° � d ' , p o6- • ` : ° q 6 ' D ST / / \ 00 T1 1 3. THE CONTRACTOR IS RESPONSIBLE FOR INSPECTING AND MAINTAINING THE EROSION AND SEDIMENT CONTROL EV CES ❑ ❑ ❑ ❑ ❑ DECORATIVE IRON FENCE PER v 1 ARCHITECTURAL DETAIL i I ELECTRIC I• ° / \ ( i I I INSPECTIONS SHALL BE DONE EVERY 14 DAYS AND AFTER EVERY RAINFALL EVENT OF 1/2" OR MORE. THE CONTRACTOR I � � . o METER , U 411= '�' ,� U ROPOSED• � � 1 1 ° v D , SHALL REMOVE ALL MUD DEPOSITED ON THE ADJACENT STREETS AS A RESULT OF THE CONSTRUCTION OF THI PROJECT. II I I ) ( I 1.5 WATER c 6 - I I I I NOTES: 4. THE CONTRACTOR IS REQUIRED TO MAINTAIN THE TPDES -GENERAL PERMIT NO. TXR 150000 REQUIREMENTS FO I';• ®o'; D p METER & 1 o L CONSTRUCTION SITES, SS SEWER MANHOLE IRRIGATION 3" IN 1. ALL CHARACTERS MUST BE 60" I I ` I Q : °. D METER � - MINIMUM ABOVE GRADE OR SIDEWALK. 5. PERMANENT VEGETATION WILL BE ESTABLISHED ON THE DISTURBED AREAS AFTER CONSTRUCTION IS COMPLETE BY I� PROPOSED 5 SIDEWALK I v (n HYDROMULCHING AND SEEDING ALL DISTURBED AREAS. D (-- 0 6. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 2010 CITY OF BRYAN COLLEGE STATION STANDARD RETAINING WALL ®, o D, f I EXCESS 6"D °o ADA SIGN DETAIL SPECIFICATIONS AND DETAILS FOR WATER. ALL CONSTRUCTION SHALL BE COORDINATED WITH THE CITY ENGINEER'S OFFICE f I" Q,' q> PIPE &: PUE VARIABLE LENGTH N.T.S. VALVE E CONSTRUCTIONCTION SHALL COMPLY Wt TH OSHA STANDARD _ _ R PART 1926 SUBPART P FORCROSSWALK__ - m GATz REQUIREMENTS. 29 CF cc 10533/46OUTSID_ .. _ N 1 D y I � J I- '•. o .• � � EASEMENT / 8. THE CONTRACTOR SHALL REMOVE THE EROSION CONTROL MEASURES ONCE GRASS IS 'ESTABLISHED. TO BE; / PROPOSED CROSSWALK INLET PROTECTION �I I fes. •• ' to REMOVED' /� j & ADA RAMPS 108" 9. INLET PROTECTION TO BE INSTALLED AT ALL PROPOSED AND EXISTING INLETS ADJACENT TO THE PROJECT SITE. f % PROPOSED PLAYGROUND EQUIPMENT 6" AT EACH END 10. CONTOURS SHOWN ARE FROM FIELD SURVEY DATA PREPARED BY KUNG ENGINEERING &SURVEYING. I / PER ARCHITECTURAL DETAILS i "-�' - - - - - - - ( p�� / (BY OTHERS) 1s" ..vD -^- . I �--- ST -- 11. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7J070F THE UNIFIED DEVELOPMENT PARKIN OT LIG ■'-• G L HT I ' D '• " '° PROPOSED PROPOSED 6 ORDINANCE. THE LIGHT SOURCE SHALL NOT PROJECT BELOW AN OPAQUE HOUSING AND NO FIXTURE SHALL DIRECTLY -\ PROJECT LIGHT HORIZONTALLY. FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF LIGHT I �� o> o • Do RETAINING WALL y 90 DEGREE DOES NOT CROSS ANY PROPERTY LINE. PLEASE NOTE THAT COMPLIANCE WITH THIS SECTION WILL BE VERIFIED Al THE --- / TIME OF BUILDING PERMIT AND CERTIFICATE OF OCCUPANCY. MAX HT: 1.25 I" D' • /BEND & 6 � I o / f�" ISOLATION PROPOSED VALVE 35/ 24 24' .R%ROPOSE PLAYGROUND 24 15 EQUIPMENT PER " I i SPLASHXPA ARCHITECTURAL \ }( v : , ° DETAILS \ / r I r ST S ST ST ST - ST -i- ST - ST - ST - ST - ST - ST -\ ST ---� 'r\ AREA PROPOSED PRIVATE �-DISTURBED LIMITS STORM SEWER / 9' TYP. LANDSCAPE ISLAND ANALYSIS: + + TOTAL PARKING: 48 SPACES �- RE LAN RE LAN PERIPHERAL PARKING: 27 SPACES \ y INTERIOR PARKING: 21 SPACES LANDSCAPE ISLAND REQUIRED: T4, 9'I PARKING 21 SPACES X 12 = 252 SF SPACES ' \\ \\ \ \ \\I LANDSCAPE ISLAND PROVIDED = 397 SF ' r TMP' -� \ \ \ 100 YEAR FLOOD PLAIN \ \ 7.5' SIDE \\ SETBACK \ INTERIOR ISLANDS \ \ \ \ \ \ \ \ END ADDITIONAL �, TOTAL ISLAND ISLAND ISLAND # ISLAND AREA AREA 01 AREA S.F. REQUIRED REQUIRED \ \ \ \ \ \ 10' PUE S.F. S.F. 1 757 360 397 -- ST ST ST ST) 1S 1S --� � 3N 18' o TYP. \ IDE S BA /y y / PROPOSES ADA R V VIVA I -Ill 3- 3.R 1/4"R SEWER \ \ \ FIR SEWERSNDLETT-----41 IN Tfl FIR -7- I TORM 3"R 1" 5" BY OTHEOS "� 12" 3" ( ) �36`-+�-Imo.-15" 30" MIN PRO Ifb 8" SE �INE (BY FHERS) / \ \ \ \ \ \ \ \ Curve Table PROPOSED TORM SEWER STU OUT �, CURVE # LENGTH RADIUS \ \ TANGENT CHORD CHORD DIRECTION 01 \ 235.00' 031'30'12" \ \ \ \ \ \ 10' PUE 529.14'07"E (BY OTHERS) 65.20' \ 014'05'48` 32.77' 65.04' S20'31'55"E C3 30.38' 100.00' 01T24'24" 15.31' 30,26' 1 S36'17'01"E 10533/46 164.78' 110.00' 085'49'45` 102.27' 149.80' N83'15'23"W PROPOSED SIDEWALK • \ \ PROJECT BEEN \ \ \ MARK^--- _ \ TBM A `` -� _ '--� '-__' --- I\�� �--, S -8I �. SQUARE CHISELED INTO • \ BACK OF CURB '` "'r- 10' PUE `- -10157/152 ` 15' REAR 20 10 0 ELEVATION: 269.15' ___ _ `<<j' �, - _ -- -_ 45 w SETBACK _ _ COLLEGE STATION MARKET PLACE - - SCALE IN FEET _130.87 = �-_ -" ----: 265 -_ -'" D SQUARE CHISELED INTO REMAINDER OF CALLED 5.643 ACRE -- -_ - = - - - --- `'BACK OF CURB I TRACT 1 ~- , _ =2s4 _ "" "�-_ , ELEVATION: 270.76' 6647/207 '' - - 30 -- "' -- '' -- .� _ - ' �'• -_.. "' 263-..._ ..� `' -- � `` �'•'r� �1 V VIVA I -Ill 3- 3.R 1/4"R SEWER \ \ \ FIR SEWERSNDLETT-----41 IN Tfl FIR -7- I TORM 3"R 1" 5" BY OTHEOS "� 12" 3" ( ) �36`-+�-Imo.-15" 30" MIN PRO Ifb 8" SE �INE (BY FHERS) / / 6" 6"30 MIN. 6..'+-i5 36 " 8" \26 / 2' 3" 3" 3 2" s\/ BIKE RACK DETAIL PRIMROSE SCHOO'LOT3, BLOCK 2 � 3", 1.17 ACRES COLLEGE STATION MARKET PLACE #4 eaRB NOTE: UNLESS NOTED OTHERWISE. PROJECT � / 6647/207 = x 16" SMOOTH TYPICAL CURB DETAILI: ZONED C-1 & OV EXPANSION DOWELS PROPOSED 8" WATER LINE (BY OTHERS) `-PROPOSED JUNCTION BOX (BY OTHERS) ___ _ - PROPOSED FIRE HYDRANT (BY OTHERS) _267 - LOT 4, BLOCK 2 J I 0.83 ACRES COLLEGE STATION MARKET PLACE 6647/207 \ 1S 1Stj ZONED C-1 & OV PRbP ED JUNCTION BOX (BY\ ERS) I ■ THE SEAL APPEARING ON THIS 31 LLC DOCUMENT WAS AUTHORIZED BY e Engineering,11, JOSEPH P. SCHULTZ, P.E., LICENSE 2730 Longmire, Suite A NO. 65889 ON SEPTEMBER 6 2012. College Station, Texas 77845 ISSUED FOR CONSTRUCTION '979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KLING DLD JAB JPS 12-212 SEPTEMBER 2012 vIyyP� F ;A JOSEPH P. SCHULTZ 65889 : A I FIRM # 1232 SCHU TZ ENGINEERING, LLC STEEL REINFORCING BARS * CONCRETE PAVEMENT .I. "--6" LIME STABILIZED SUBGRADE (EXTENDS 1' OUTSIDE THE. EDGE OF PAVEMENT) * X=5Y2" OR 6Y2" AS SHOWN ON THE PAVEMENT PLAN * 6Y2" PAVEMENT - USE #4. BARS ® 18" O.C.E.W. OR USE #4 REBAR ®� 16" O.C.E.W. * 5' PAVEMENT - USE #4 REBAR 0 18' O.C.E.W. TYPICAL CONCRETE PAVING SECTION N.T.S. PARKING ANALYSIS REQUIRED PARKING: 11,845 SF DAY CARE CENTER 1 SPACE PER 250 SF 48 SPACES 48 SPACES REQUIRED TOTAL 2 HANDICAP SPACE REQUIRED 9' WIDTH, 18' LENGTH TYP. PROPOSED PARKING: 46 SPACES PARKING 2 SPACE HANDICAP PARKING 48 SPACES TOTAL LML.ffY DEMAND WATER DEMAND PER BUILDING MINIMUM 0 GPM AVERAGE 20 GPM MAXIMUM (PEAK) 80 GPM 1 1/2- DOMESTIC WATER METER SANITARY SEWER DEMAND (® 90% OF WATER DEMAND) AVERAGE 18 GPM MAXIMUM (PEAK) 72 GPM 6" SANITARY SEWER LINE ® 1.04% MIN. SLOPE FIXTURE UNITS = 264 FIXTURE UNITS ALLOWED = 700 PIPE SLOPE OK PRIMROSE SCHOOL PROJECT TOWER POINT SUBDIVISION -PHASE 12 .LOT 7, BLOCK 2 - COLLEGE STATION, TX I 9.27 ACRES PROPERTY TOWER POINT SUBDIVISION ' ��OO •ali�.•��i��i OiOi •1►p. � PHASE 12 ROBERT STEVENSON SURVEY, A-54 COLLEGE STATION, BRAZOS COUNTY, TEXAS SEPTEMBER 20,19 4101A SOUTH TEXAS AVE Uw BRYAN, TX 77802 (979) 846-6212 )OCXhIM b .... �.,p��� ��.�� �p •tet �r�• ® � w c nil SCHULTZ ENGINEERING, li ®• �i ra PO BOX 11995 ,• +COLLEGE STATION, (979)764-39001 � � c-, �7 I Ts" PLA SCALE VERTICAL N/A HORIZONTAL. 111=20' PLOTTING SCALE: 1:1 FILE NAME: 19-919 P110 _! - SHE Curve Table CURVE # LENGTH RADIUS DELTA TANGENT CHORD CHORD DIRECTION 01 129.21' 235.00' 031'30'12" 66.28' 127.59' 529.14'07"E C2 65.20' 265.00' 014'05'48` 32.77' 65.04' S20'31'55"E C3 30.38' 100.00' 01T24'24" 15.31' 30,26' 1 S36'17'01"E C4 164.78' 110.00' 085'49'45` 102.27' 149.80' N83'15'23"W / 6" 6"30 MIN. 6..'+-i5 36 " 8" \26 / 2' 3" 3" 3 2" s\/ BIKE RACK DETAIL PRIMROSE SCHOO'LOT3, BLOCK 2 � 3", 1.17 ACRES COLLEGE STATION MARKET PLACE #4 eaRB NOTE: UNLESS NOTED OTHERWISE. PROJECT � / 6647/207 = x 16" SMOOTH TYPICAL CURB DETAILI: ZONED C-1 & OV EXPANSION DOWELS PROPOSED 8" WATER LINE (BY OTHERS) `-PROPOSED JUNCTION BOX (BY OTHERS) ___ _ - PROPOSED FIRE HYDRANT (BY OTHERS) _267 - LOT 4, BLOCK 2 J I 0.83 ACRES COLLEGE STATION MARKET PLACE 6647/207 \ 1S 1Stj ZONED C-1 & OV PRbP ED JUNCTION BOX (BY\ ERS) I ■ THE SEAL APPEARING ON THIS 31 LLC DOCUMENT WAS AUTHORIZED BY e Engineering,11, JOSEPH P. SCHULTZ, P.E., LICENSE 2730 Longmire, Suite A NO. 65889 ON SEPTEMBER 6 2012. College Station, Texas 77845 ISSUED FOR CONSTRUCTION '979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KLING DLD JAB JPS 12-212 SEPTEMBER 2012 vIyyP� F ;A JOSEPH P. SCHULTZ 65889 : A I FIRM # 1232 SCHU TZ ENGINEERING, LLC STEEL REINFORCING BARS * CONCRETE PAVEMENT .I. "--6" LIME STABILIZED SUBGRADE (EXTENDS 1' OUTSIDE THE. EDGE OF PAVEMENT) * X=5Y2" OR 6Y2" AS SHOWN ON THE PAVEMENT PLAN * 6Y2" PAVEMENT - USE #4. BARS ® 18" O.C.E.W. OR USE #4 REBAR ®� 16" O.C.E.W. * 5' PAVEMENT - USE #4 REBAR 0 18' O.C.E.W. TYPICAL CONCRETE PAVING SECTION N.T.S. PARKING ANALYSIS REQUIRED PARKING: 11,845 SF DAY CARE CENTER 1 SPACE PER 250 SF 48 SPACES 48 SPACES REQUIRED TOTAL 2 HANDICAP SPACE REQUIRED 9' WIDTH, 18' LENGTH TYP. PROPOSED PARKING: 46 SPACES PARKING 2 SPACE HANDICAP PARKING 48 SPACES TOTAL LML.ffY DEMAND WATER DEMAND PER BUILDING MINIMUM 0 GPM AVERAGE 20 GPM MAXIMUM (PEAK) 80 GPM 1 1/2- DOMESTIC WATER METER SANITARY SEWER DEMAND (® 90% OF WATER DEMAND) AVERAGE 18 GPM MAXIMUM (PEAK) 72 GPM 6" SANITARY SEWER LINE ® 1.04% MIN. SLOPE FIXTURE UNITS = 264 FIXTURE UNITS ALLOWED = 700 PIPE SLOPE OK PRIMROSE SCHOOL PROJECT TOWER POINT SUBDIVISION -PHASE 12 .LOT 7, BLOCK 2 - COLLEGE STATION, TX I 9.27 ACRES PROPERTY TOWER POINT SUBDIVISION ' ��OO •ali�.•��i��i OiOi •1►p. � PHASE 12 ROBERT STEVENSON SURVEY, A-54 COLLEGE STATION, BRAZOS COUNTY, TEXAS SEPTEMBER 20,19 4101A SOUTH TEXAS AVE Uw BRYAN, TX 77802 (979) 846-6212 )OCXhIM b .... �.,p��� ��.�� �p •tet �r�• ® � w c nil SCHULTZ ENGINEERING, li ®• �i ra PO BOX 11995 ,• +COLLEGE STATION, (979)764-39001 � � c-, �7 I Ts" PLA SCALE VERTICAL N/A HORIZONTAL. 111=20' PLOTTING SCALE: 1:1 FILE NAME: 19-919 P110 _! - SHE iI IIIIIlii " N I I I IIII IIII ' ti -N L II (III IIII If � fill IIIII I m m c II fill fill I ao=u, II Illi Iifi N II v� 0 II Jill IIII fill fi ARRINCGTON 'OAA H I 6,L�=, II fill II c II IIII IIII m IJ fill fill I It fill fill n nn Jill I it a rn1, 0 If ilii fin II c MQ - I ~ N it IIII IIII s 11 N - it 3�C6 w-: u -z uaz waz v- 1111 - waz waz vaz w-iz w-iz waz v -z w -iv w -:z u-iz waz w -i �J Qs 'a 7C II fill nII II FLAGPOLE L o s o nfi nfi I I SEE 5/A7.1 4 ° rn N V -I - -- - -- -- -- L �� --- -- -- '- -f- -- -- -- - GROUND- � -- -- -- --� L �Eo� a I •- L o _ I F LIGHT --I---t--- --1- o s� a- ------------ �-- -- - --------------------------- ------------------------------------------ -- v�> RIBBED GHANEL RAIL I GROUND 27 I j °� �O c0 I j L I GHTS(2) 32o° U I g°X I j X 14ga. m COLOR BLACK KEYNOTES j I_ _ o -- ®� I I C a= o o N 2 x12ga� POST ---- -- - -- - ---- - -- - - ---- - - - ---- - -- - ---- - -- -- 6 --i Lk coioR 5L,4GK ❑1 EARLY PRESCHOOL PLAYGROUND EQUIPMENT - SEE I/A-7.2 I I O I - j o o ° "O � ����� ❑2 PRESCHOOL PLAYGROUND EQUIPMENT - SEE 2/A-7.2 I I F O I4 i I m i s 0 AFTER 5GHOOL PLAYGROUND EQUIPMENT -SEE 4fA-7.2 I I ° ® BASKETBALL GOAL $ STRIPING - SEE 5 4 II/A-7.2 I I I ....:..--...:. R,..-- =u----�..w.--_,_:..�... :,»..._ ,»-_._ :....ew.--r�.w.--... �...._:......_,--.=:A�.R m KIET COLOR 151-AGK G Q 4-5QUARE - FAINTED - SEE 6/A-7.2 I , I /1- i = /►-^ /I-� �I11 5x112 END BRACKET ©HOPSCOTCH -PAINTED -SEE 7/A-7.2 I I j v 2 O v O 28 7 MAILBOX -SEE 8/A-7.2 I Q Ilu I I � 111111 L® SMOKE FREE SIGN - SEE Cl/A-1.2 I I i -tom �►\ ® PARENT INFORMATION BOX - SEE Cl/A-1.2 �-t/ t/ P_0 I ( I j v o ' A . ` i 4 ' • ` 10 BUCKLE UP SIGN -SEE Cl/A--1.2 I I SPEED REDUCER - SEE 6/A-7.1 i'4,12 PRIMROSE PATGHSIGN - SEE a/A-7.2 ( ,: U_EMBEDDED GATE 13 PRIMR05E PATGH - 6 xl2 - SEE 12/A-7.2 I N O - INTO , I 29 2aCONCRETE FOOTING 14 5 W 51AEWALK - SEE 13/A-7.2 , N: ,' ( O1►- -L .1,1>4$LACK VINYL GLAD CHAIN LINK FENCE, TYPICAL ALL INTERIOR ' : ''v P vFENCES - SEE 14/A-7.2 a,o I , , p . d o p. p6'BLACK WROUGHT IRON FENCE, TYPICAL ALL EXTERIORSIR ( N v FENCES -SEE 12/X -I I ®I ' 18 27 17 I 27 „-s 2�Z" „ ws If oV. v -+:r,11 i v 21 OI ORNAMENTAL FENGE NTS _7 3 W BLACK GATE TO MATCH FENCE MATERIAL, TYPICAL I I I6 I6 17 6 I6 I O 0 Ib 8'W` BLACK GATE TO MATCH FENCE MATERIAL, TYPICAL I I °� 14 Q p $ o> _ I4 .o 'o 18 m Z 0 s � Iii ARTIFICIAL TURF I I I �--A ' I (1 v 0 _ RIBBED GHANEL RAIL ❑ „ I I 17 o I 3 3 L� ,I L �-1- ° 6 FIRE LINE j A �[[//����"�''yy I I m I e ff� V IL I !� x I j x I4g Q. ® I D 1 �� ,� ', I ST - ST ® I COLOR BLACK 21 2" WATER LINE + I , 13 37 I i I I J OL" OR2t3LAGK5T 22 FIRE DEPARTMENT CONNECTION -SEE GIVIL5 P-2 I , ❑) 1 I C MR GATE RAR0y,1AI;ZE: 23 NEW 6" SANITARY SEWER SERVICEj I , IS ❑� .i `-'CAV25 � PROP05E❑ D 51GN - SEPARATE PERMIT I j I 14 tak COLOR BLACK SEE DETAILS 8/A-7.1 I I j 16 19 J C It 3/4' x I PICKET 25 22'x22' SHADE SHELTER -SEPARATE PERMIT REQ'D -SEE 3/X -I I I ' - - - 23--- 4 § DOLOR BACK 26 12 x12 5UNPORT5 SUNSHADE I I O o 14 \ ® s -e ' % s' 27 LOT LIGHT - SEE ELECTRICAL I la I 13/4 x 14go. GATE END 2® PARKING LOT WITH 5TRIPING, SEE CIVIL DRAWINGS I , O © 50' AREA I p j 2_c HC, PARKING SIGNAGE - SEE DTL5 5HT A-2.4 I i , O O p i , OF REFUGE Pp MASONRY TRASH ENCLOSURE, WITH GONG. APPROACH. +I LINE (373 S.F.) / / ® SEE 1,2,3,44/A-7.1. VERIFY SIZE W/ LOCAL MUNICIPAL AGENGY REQMT'S. I j I 18 3 / ! I 3 I / a ; • ,e ' • . 31 MASONRY SCREEN WALL BY OTHERS i , i I6 15 �•-• __ _ •:' , �. r' . 32 GFI DUPLEX PLUG ON FLAG POLE LIGHT - SEE ELECTRICAL ♦ I I p o' p, l4 Pa• _ v ji' '' J d o;" o 14 0� d' y ti/ I Q z 33 NOT USED I I p4Y b o ('l�I �' .. EMBEDDED GATE Q DOWNSPOUT - CONNECT W/4" PVC TO STORM 25 - SEE GIVIL5 j I I m •' . • • • POSTS INTO 35 SPLASH PAD I p // �' >, w 6 -6 w-6 w-6 -{-w-6 V/ 5 y < m • , ' _ _ � ' .CONCRETE FOOTING I I Iq � • o � • O •' .° ;'• • 0 • . ; �• • . . , - ` 8 m \ m 36 2-1'X2a' SUNPORT11:,5 SUNSHADE - SEPARATE PERMIT REQ'D - SEE 3/X -I j_ I ❑ �• I >' � I / ❑ - I - - x_ �, 37 _ _ , ❑ 27 x40 SHADE SHELTER SEPARATE PERMIT REO'D SEE 3/X-1 i EARLY 3q i d ; ' ' . • 23'x2b' PRESGH00L I j- 4"GONG F3 5RETAINING WALL - SEE GIVIL5 I I O I PRESCHOOL i4 I ®Q : 'vs - >. SURFACE PLAYGROUND f 2 ORNAMENTAL OAtTE NTS 39 CONDENSING UNITS BEHIND 4' SOLID VINYL FENCE -SEE A-i.l I Cj i I � PLAYGROUND'.p , ' la� O PROPOSED ELECTRICAL TRANSFORMER - 4x4 3 FROM CURB I 50 AREA DUHP5TEf2 ENCLOSURE I I : o OF REFUGE / 41 PROPOSED ELECTRICAL METER LOCATION - SEE E-3 I I FALL ZONEt. :. , AFTER SCHOOL ❑ LINE (1,38q S.F.) / /� / / ❑ I I LINE-TYP 3 - - J-711 PLAYGROUND I� 42 SPLASH PAD EQUIPMENT W/ 4'-0" HIGH FENCE AND V-0" WIDE GATE , I I p J-- ` 43 2-4" REMOVABLE BOLLARDS , i p • e - - - - - - / .G s p - - - - - : • / BEIGE FABRIC TOP, ®CONCRETE BASKETBALL SURFACE TO RECEIVE TAN TINT , I I I ��y ----_- -- Icl / 1 COLOR 2-0020 ARIZONA 18 / FOREST GREEN PRI R05E LOGO ! 3 I i GS I la 18 ❑ I - I 36 z So' AREA _ 1519 15 OF REFUGE ! ♦ N 3 j LINE (1,383 S.F.) , / m O POWDERGOATED GREEN STEEL POLE SEE PLAN EPS, P5, AND EXP PLAYGROUNDS I I I6 I6--K-®-�- F -K 12'-0" INFANT PLAYGROUND I j j j / / / r 6" ROUNDED TOP w/ b" POLE COVERAGE BUILDING _ AREA 11,555± 5.F. dJPOURED GONG. BASE W/ FIN15HED \ I / cv (( TRIM�GOLOR: SANDSTONE BEIGE, 5N(515 -7.i i ` \\,\ PA+R%IN�7 AREA 15,310 �.�' .F. - 41 STALLS / / \\ \ \ NORTH PLAYGROUND AREA 15,352 5.F. M15GELLANEOU5 AREA Iq,533 S.F. 3 SHADE 5HELTER ELEVATION \ \ \ TOTAL 51TE AREA 62,053 S.F. - 1.42 AG.1/4" 11-011 I \I 1 \\\ ARGHITEGTURAL SITE PLAN s-1 Is �Ls� \ SCALE: I"=20'-011 , 7/2/2010 m \ m � j &ENERAL NOTES 1. ENTRAPMENT: THE DISTANCE BETWEEN ANY OPPOSING SURFACES SHALL NOT BE 6. NO TREES SHALL BE PLANTED WITHIN 10' OF A UTILITY LINE UNLE55 APPROVE�BY GREATER THAN 3.5 INCHES AND LESS THAN a INCHES. OWNER. 7. TREES AND SHRUBS SHALL NOT INTERFERE WITH PHYSICAL OR SIGHT CLEARANCES 2. CONTRACTOR TO FURNISH, ASSEMBLE AND INSTALL PER MANUFACTURERS INSTRUCTIONS ALL EQUIPMENT L15TED ON THIS PLAN UNLESS OTHERWISE NOTED. REQUIRED FOR VEHICLE OR PEDESTRIAN TRAFFIC WITHIN AND AGGE551NG THE SITE, �` _ _ - _ _ - j BOTH INITIALLY AND THROUGH MATURITY. � � _ -- - �.•- _ -" " - --• _,.,. _ � m m j ( 3. CONCRETE EXPAN51ON JOINTS ARE TO BE PLANNED AND SET WITH CONSIDERATION TO OVERALL SITE LAYOUT AND DESIGN. EXPANSION JOINTS SHALL OCCUR TO GREATS 8. IF A METAL OR CONCRETE MOW STRIP 15 USED, IT SHALL BE FLUSH WITH GRADE .AND -j-S S-. SQUARES NO GREATER THAN 20 FEET IN EACH DIRECTION. CONTROL JOINTS SHALL BE PREFERABLY OUTPLAY OF THE PLAYGROUND FENCE. THERE SHALL BE NO PROTRUDING �_ 1/2 INCH DEEP TOOLED JOINTS AND CREATE SQUARES NO GREATER THAN 10 FEET x 10 OBJECTS ON THE PLAYGROUND. _ _ _ ._. _ Td- - FEET IN EACH DIRECTION. -- cl, FILL GAP5 IN 50D WITH SANDY TOP501L AND LIGHTLY ROLL TO BRING THE ROOTS OF THE 4, CONCRETE WALK5 SHALL BE FLUSH AT FF WITH A 2% MAX FALL. 6RA55 INTO FIRM CONTACT WITH THE 501L 50 THAT 501L MOISTURE 15 AVAILABLE TO THE 51DEWALK5 ELSEWHERE SHALL BE 2 MIN BELOW FF AND SLOPING AWAY FROM THE ROOTS AND THE 50D GAN KNIT WITH THE 501L SOONER. ROLLING 15N'T FOR SMOOTHING OUT BUILDING AT 2%. MAX SLOPE AGRO55 PLAY 5URFACIN6 SHALL BE 2% AT FALL SURFACES - THE BUMPS. THAT 15 DONE BY PROPER 51TE PREPARATION BEFORE LAYING THE SOD. _ _ `- SODDED AREAS 5%. PATH OF TRAVEL FROM PURL I G WALK TO FRONT DOOR SHALL BE 5% MAX, WITH A 1% MAX GROSS SLOPE. 5. DO NOT USE TOXIC PLANTS. EXISTING PLANTS SHALL BE EVALUATED AND HAZARDOUS I ( I PLANTS REMOVED. CONTACT OWNER FOR LI5T OF POISONOUS PLANTS. CONTRACTOR 15 j RESPONSIBLE FOR ENSURING NO POISONOUS PLANTS ARE USED. PLANTS WHIGH HAVE FRUITS THAT P05E A GHOKING HAZARD SHALL NOT BE USED. PLANTS WITH OTHER I i HAZARDS SUCH A5 THORNS SHALL NOT BE USED. EXISTING VEGETATION SHALL BE PROTECTED WHEREVER POSSIBLE. J E QYT X a) LU T- `- .., a . w � c�o(1vt )0 0 O °- LU 04 Q ... v Y V- Q L_ T C Site: Primrose 5choo I of College station Arrington Drive College Station, TX Building Type: 2012 TX -5 Drawing Title: ARGHITEGTURAL 51TE PLAN Date: Drn: MDP 6/30/2012 Gkd: MDP Drawing Number: X -- Revisions: Zi Oa/05/2012 -- 21 \ / / TBM A SITE SPECIFIC NOTES, I: 0 I 269 - ARRINGTON ROAD / °° SQUA E-CH44 ELED . O' 270.5' TO ADJACENT PROP RTY CROSSWALKS & B 1. THE OWNER OF THE PROPERTY IS THE COLLEGE STATION MARKET PLACE. THE SUBJECT PROPERTY IS LOT 1 BLOCK .z OF LEGEND 355' TO OPPOSITE 80 R, �,1J1/, \ PRIVATE DRIVE JACK OF URB �, THE TOWER POINT sueDMsloN PHASE 12. PROPERTY Is ZONED c-1 AND OV. E. ADA AMP (BY OTHERS) --- EL 209.15' --1 ELECTRI AC CONIIUIT �Y is -il SPRINGDALE DR. _ -' 2. THE DISTURBED AREA FOR THIS PROJECT IS 2.269 ACRES 0. -284- - - - - EXISTING CONTOUR \ CITY OF COLLEGE STATION \ EXISTING 5' SIDEWALK (98,820 S \ 5' CESS EASEMENT 7yOO�12 \ OTNERS�PER CSU PLANS & -1 ii + „ 3. DRAINAGE INFORMATION AND DETAILS WILL BE PROVIDED ON THE DRAINAGE PLAN & DRAINAGE REPORT. . _ 284 PROPOSED CONTOUR I, - 54 ASPI jALT PAVEMENT EXISTING 1 �" W-1277 _ EXISTING FIRE HYDRANT ATER UNE +-,+- W-1� - W 12 - - _-' 4. LANDSCAPING AND IRRIGATION DESIGN &ANALYSIS WILL BE PROVIDED ON THE LANDSCAPE &IRRIGATION PLANS. o • . .. . . ' � -- _ - - __- IRRIGATION SYSTEM BOUNDARY - - - •�; - . W-12 : -- . . --- / CAL CONDUIT BY 5• THE IR ATIO MUST BE APPROVED AND INSTALLED PRIOR TO C.O. ( D o ° -- --- ` 7:; " -- 'O'TH€�3 PER 'sCri PLAN -6. THE MINIMUM REQUIRED FIRE FLOW FOR A COMMERCIAL BUILDING IBC TYPE VB OF 11,845 SF IS 3,000 GALLONS PER - -- - -" PUBLIC. UTILITY EASEMENT I' - - - -P --� - - PROPOSED GAS METER -Pt�D PER-eSt1 PLAId�& > - - _ - . -- �-- w 1 ° o \ & SPECIFICATIONS_,, - FULLY SPRINKLED WHICH DECREASES THE REQUIRED FIRE FLOW BY 50 % (1,500 .GPM). ONE I - I. - MINUTE. THE BUILDING IS _ � `' -` _ _ -AND GAS SERVICE LINE - - - - - - - - SPEeIF�AfitOroS - - - o _ - � - - -• FIRE HYDRANT IS REQUIRED. EXISTING HYDRANTS WILL BE SUFFICIENT. - • • • - • • PRIVATE ACCESS EASEMENT - -� ~ Qry \ \ U' v ' ° D • ' -- E / / E 7E E E 7. TRAFFIC IMPACT ANALYSIS IS UNDER THE MITIGATION FOR TOWER POINT LOTS 30-37" PREPARED BY WALTER P. MOORE i 77;7 - ~- - - _ _ _ ., MARCH 8, 2012. LOT LINE A PROPOSEI�'26 - - - - f. - _ - _ - -- E 0- 6N BE-PR+-BEsS--E E - E E - 7 + CROSSWALK OVERLAY DISTRICT LINE "--• - Q .�- - - - \ 1 - - - - &-PJJI3L'r -vU Y �EMEN•F - 8. THE SUBJECT TRACT DOES NOT UE WITHIN THE 100 YEAR FLOODPLAIN ACCORDING TO FEMA FLOOD INSURANCE RATE MAPS BRE LANE FIRE LANE \ 12 „w 59 & ADA RAMPS - - 20.rs'-- O -PARK= - - - - -� ip' / 10533/46 FOR BRAZOS COUNTY, TEXAS AND INCORPORATED AREAS. COMMUNITY NO. 480083, PANEL NOS. 0201D & 0205D, MAP �"'/`' h2.0032 -' _ . SETBACK �" \ -,L 1 / -12" NOS. 48041002010 & 48041C205D AS REVISED PER LOMR CASE NO. 10-06-0657P. EFFECTIVE DATE: SEP. 15, 2011. ST ST ST EXISTING STORM 40 FRONT SETBACK ' - = - - - S ?-1 BM 8 E 10 P,U.E. PARKING ISLAND PARKING ISLAND 0.4' / I 9. ALL RADII AND DISTANCES ARE MEASURED TO THE BACK OF CURB UNLESS OTHERWISE NOTED. SEWER PIPE ST ST ST PROPOSED STORM SEWER PIPE'; / 201 5 B -B 8082/249 - - / 28!$F - - - - �2 6 "SF \ t .; k / • - . . -'- 10. ALL PAVEMENT SHALL BE CONCRETE. REFER TO THE PAVEMENT L / / E j I l - - .. " / Z T PLAN FOR PAVEMENT DEPTHS: . -� . -- .11 F sJL.!-k k 4. t t k 4 4 _ _ ( EXISTING WATER LINE k 4 t\ t k Q Z ' 11. ALL UTILITY LINES WATER, GAS, SANITARY SEWER, VERIZON, STORM SEWER, ETC.) SHOWN ARE TAKEN FROM BEST W-4 FIRE i • • : • i 1 �` . :. k k . k k i k k o o = AVAILABLE RECORD INFORMATION BASED ON CONSTRUCTION UTILITY MAP DOCUMENTS OBTAINED BY FROM CITY & 1 PUS L NE m 1�j ` ` ` ` ` INDEPENDENT AGENCIES AND/OR ABOVE GROUND FIELD EVIDENCE. SHOWN POSITIONS MAY NO REPRESENT AS -BUILT W -g PROPOSED WATER LINE ...... t \ FIRE LANE ` 0 1- T 1 57{/15 IGN I .. 4 -RAF KING I LAND L/ 4 . 4`k . CA < OD _ CONDITIONS. h I Z t i t \ SIGN rn -p o DEtiSICNATED S- k 281 SF t • . . w 8 EXISTING SANITARY SEWER LINE 9 12. BUILDING SETBACK ONES SHALL 8E IN ACCORDANCE WITH THE CIN OF CO I I � ..� t. k t t k ;m�� k i n k e t � � > COLLEGE STATION UNIFIED DEVELOPMENT _I J- a r 9 N 9' ARKIN SPAC S t k 4 -T -r TYP. 11 N v ORDINANCE I -I -` \" I Er 'NE { R FE- Ott 3 t ems, „ ��. E I I `� � 14 - 9 PARKING SPACES\ / �� z w -s W -s `�' a _ - - - SPEED U) + I > REMOTE I PAKING 3 4 SD / I I 4y a`�. �. FIRE DEPARTMENT / TABLE \' TYP. \) I 1 I 4 o CONNECTION / z (1) 9� --,\ ACCESSIBLE ROUTE I ` WITH BOLLARDS / INTEE2{OR \ ' I { � 13 9 P RKING SPACES II AN C / 57 F \ ^� -4 P I I I e V A�,ESSIBLE SPACE R3, \ � D V�+ �N E LANE ELAN RE LAN RE LANES ,RE LAN RE LAN � E LANr� R I �1',R 1/ t t k 4 k I 3 / i II �:. t k t � PROPOSED 6 .�' - 4 t k k .. 4 .-E-. , s. ` ` - t 4 .... t � PROPOSED t k 18 THICK DUMPSTER 6 9 PARKING SPPc� ` O t t t t -i M TER In` E v i i k 4_ O a,.l. k k. 4 4 t 4 4 1- -•� t 4' 4.:4...1 k k t 4 . 4 SIDE ALK PAD & . ISI 2 HANDICAP PACE \ TYP. t -k t -Y Y k t r: 4 �.,. .. .. . k.. . k. D t, t Y . t 1 t 4 . t 4' V . . • t ENCLOSURE PER . t 4 4 kt .k /� 4 kk \ k t 8 I. I ARCHITECTURALk4kk:4t / 1 .k tt.kt4t r DETAILS k 4 i t t k / . 4 d v. v k a k t k v 4 �•, 4 v > v b v' v D . T D ' ' D • .. PROP`bS •n • EA .r .P r , �. Q moo. .D� . t r ibn, �• �.=' Is •m m ' .� = = 4i• N4 � , D , ` I 1 • _ 6 FIRE . . U ' ?31 -. o : A SIGNAGE ¢' D T ` " 1 I 1 � ..,.I � Eo --� to -� SERVICE 1 1 _ S 1 ST - ST -� r l D • 3: W ST ST 'YG- W W-6 w I "'s -' v W-6---- 6 6 I -. . . I I . _ �.- v- _ __� _ _ V) __ cn I I --- - \ I II PROPOSED ID dI \ II b D I PROPOSED PROPOSED 5' SIDEWALK \ \ O BIKE RACK , LK 1' o ( I PROPOSED 6 5 SIDEWALK co > I { SIDEWALK \ \ I I O \ I II II v 1 % \ I I I I 0 b / \ /;. • I 1 II I ___ 1 I II I I I\\ E-- ---------------- PRIMROSE SCHOOL --- ----- I I I , .I / /I\ 1 STORY -- ­ OT 1, BLACK 2 / 1 NI I 11 I I ,I2.269 ACRES / 25 FT: BLDG. HT. PROPOSED T I I \ 10533 46 / 1 = /: -/ FF 270.00 PLAYGROUND I ZONED C 1 & OV I EQUIPMENT PER En II I I I. / 11, H45 SF ,I ARCHITECTURAL 1.: D �' I N \ / PROPOSED 3-4 ELECTRIC DETAILS I S / •i / I CONDUITS I I• PER CSU PLANS ' I II �, \ I I \ / 1 11 & .SPECIFICATIONS I I D.. v •'' v PROPOSED '� P v � v v ' I / o I I ( 1 I ELECTRIC to . >. U� - UE I -\\ •) I METER b � *1 � PROPOSED 1 I ./�_, I I I f I/�'� b '•y c .. D. � 1.5 WATER / � I � i .[*,\w �'. D v.. I METER & 1 Il I " I •I'.• IRRIGATION, I•D METER O . . PROPOSED 5 SIDEWALK • . o En :o I 1 I -E I I I _ • . . �% v .. `\ r-- ST I I I �-��_ -\� / 1 I v®® D f PROPOSED , I \V I I I f Q, v> RETAINING WALL- . w I / 1 I I ®' .. MAX HT: 1.25' I - I _.. _ \ _ I I I I I I I I . 1-I I (C A I I {Ov e PROPOSED PLAYGROUND EQUIPMENT I Q I I / PER ARCHITECTURAL DETAILS I ' ', :' � `' - I '- - - - -- - - - 1 v ST o ' 1 .. v _\ - �� . - -- - -- S=8 _ Co I PAERKIN4 PROPOSED SANITARY SEWER LINE Y N R ^ O 4 -< l U W Q p 13. ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR ISOLATED SO AS NOT TO O: ��.,,rr OJ U X N BE VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WITHIN 150' OF THE SUBJECT LOT, MEASURED W W WATER SERVICE '' , W d -0 m Q O : 0 ONLY FROM A POINT 5 FEET ABOVE GRADE. SUCH SCREENING SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE AND ' SCALE TO MAINTAIN A UNIFIED APPEARANCE - 100 YEAR FLOODPLAIN Dnp b N I I _ - � 1T`' H � En 00 w 14. PROPOSED SIGNS SHALL BE PERMITTED SEPARATELY IN ACCORDANCE WITH THE UDO. � �. f0. oo I O ¢ p NOTES: GAS GAS PIPELINE X 15. TO �p ,�J �7 w N TMEEPOIONT PHASE 12, BLOCK 2, LOT 1 IS PART OF THE TOWER POINT PHASE 12 BUILDING PLAT (b), AS IDENTIFIED ON � w (n /-I h- 1. SIGN SHALL COMPLY WITH THE CoCS APPROVED PRELIMINARY PLAT FOR THE PURPOSE OF LANDSCAPING, SIGNAGE, AND NON-RESIDENTIAL ARCHITECTURAL `PROPOSED IRRIGATION SLEEVES - O o I k y rn m FIRE SERVICE STANDARDS. STANDARDS FOR BUILDING PLOTS BETWEEN 20,000 AND 49,000 SQUARE FEET. ( . L�7:AN R 11 r 16. ALL ELECTRICAL IMPROVEMENTS SHALL BE PER COLLEGE STATION UTILITIES SPECIFICATIONS AND PER THE C LLEGE STATION E E E E .- UNDERGROUND ELECTRICAL , w t Y ' FIRE LANE SIGN DETAIL UTILITIES ELECTRICAL. - FLA POLE ER t k 4 I I wDESIGN FOR PRIMROSE SCHOOL PROJECT. ' _ N.T.S.NSU ELECTRICAL CO . ARC ITECTU AL S NTACT: GILBERT MARTINEZ i t k t rr�t . / FIRE HYDRANT'1. ELECTRIC PROJECT CO O ORDINATOR -DET,k t i k 4 ._._ �. - _ _ __ - -- - - CITY OF COLLEGE _ '- k " .. ,,- - FIRE LANE -MARKINGS EGE STATI..N UTILITIES ,: ---..---I,-^_ _ ♦ s' - - PH. - 979 764-631 4 GATE V ALVES 4 4 i / r I _ �, 1. ALL CURBS AND CURB ENDS SHALL BE PAINTED RED WITH FOUR INCH RKI SLAND ` I �°. >_ 4" WHITE LETTERING STATING - `_<, k 4 4 k � ( ) NG "FlRE LANE - NO PARKING TOW AWAY r I PROPOSED BIKE RACK 189 SF " 17. THE DUMPSTER ENCLOSURE SHALL 8 P a t t v . ZONE*. WORDING MAY NOT BE SPACED MORE THAN Flh-TEEN FEET APART. - E PER ARCHITECTURAL PLANS W/ 12 x 12 CLEAR INTERIOR OPENING 6 TALL THE - �-.. . t I DUMPSTER ENCLOSURE MUST BE REMOVED FOR U11UTY CONSTRUCTION WITHIN THE UTILITY EASEMENT. THE ROPERTY b - .R..•a 1; •: .. r \ OWNER IS RESPONSIBLE FOR THE REPLACEMENT OF THE ENCLOSURE. I .PROPOSED SIDEWALK RAMP I . �' P . . . , 40D 2 A SIGN TWELVE INCHES 12 WIDE AND EIGHTEEN INCHES 18 IN SURE. o ' • , .� . �� HEIGHT SHALL BE MOUNTED IN A CONSPICUOUS LOCATION AT EACH i! 18. ALLPARKINGWILL BE SCREEN FROM THERIGHT-OF-WAY D BY A 36 HIGH BERM. SEE GRADING LAN FOR BERM 5 WATER ENTRANCE TO THE PROPERTY AND AT THE LOCATIONS SHOWN. SUCH SIGNSNG P O PROPOSED STORM SEWER JUNCTION I ELEVATIONS.11 � BOX SERVICE - T \ SHALL BE TWELVE INCHES (12 WIDE AND EIGHTEEN INCHES HIGH, WITH A W COMPANION SIGN TWELVE INCHES (12) WIDE AND SIX INCHES (6') HIGH 19, THE FIRE SUPPRESSION LINE SHALL HAVE A PROPOSED DRAINAGE INLET LOCKABLE LID ON THE ISOLATION VALVE, THE LOCKABLE LID SHALL SUPPLY W 6 w \ STATING "TOW -AWAY ZONE". SUCH SIGNS SHALL BE PAINTED ON A WHITE THE SAME PROTECTION AS THE AMP OR USA, U-562 LOCKING LID AT MINIMUM. AN ALTERNATE LOCKABLE UD SHALL BE I BACKGROUND WITH SYMBOLS, LETTER AND BORDER IN RED. APPROVED BY COLLEGE STATION UTILITIES OR HIS DESIGNEE. ,, '• • • '• ' . ,•,,. •• .. PROPOSED SIDEWALK I PROPOSED \ 20. A KNOX BOX WILL BE PROVIDED ON THE BUILDING NEAR THE RISER ROOM PER FIRE DEPARTMENT RE UIREMENTS. - Q -6 SIDEWALK :SILT FENC E 21. BASIS OF B ING EAR SIS THE MONUM N � / _ _._ .. _. _ .. E TED SOUTHEAST RIGHT OF WAY LINE. OF ARRINGTON. ROAD (8.0' ROW) ACCORDING TO o' ' THE RIGHT OF WAY DEDICATION PLAT OF ARRINGTON ROAD AND 8 ' . / 1. - .� I 0 WIDE DECATUR DRIVE. RECORDED IN VO 7800, PG. 12. h ` SX ® RECORD BEARING: S 45' 08' 31" W. - / ( w �` - 1' CO ST O / '� 22. RETAINING WALL SHALL BE AN MSE TYPE WALL WITH STONE & COLOR 70 COMPLEMENT BUILDINGS STONE & COLOR. CONSTRUCTION EXIT . �'- i I cl- RESERVED -12"x18" REFLECTIVE FINISH METAL SIGN 23. ANY EXPOSED CONCRETE OVER 6" IN HEIGHT WILL BE SCREENED FROM VIEW OR TREATED To LOOK LIKE A STONE, BRICK, \ , I EI . Y I- � PARKING OR OTHER ALTERNATIVES AS APPROVED BY THE ADMINISTRATOR. „ I. / ®I DISTURBED AREA LIMITS j • 1'-6" / I . I . I I I I I I J 6 SERVICE ° � / � /24. DUMPSTER GATE SHALL OPEN 180 DEGREES. A 6" CLEARANCE FOR CURB SHALL BE PROVIDED. . -\� �(�' S &7 25. THIS DEVELOPMENT IS LOCATED WITHIN THE SPRING CREEK IMPACT FEE AREA. THE DUE AT E M S-6 S 6 1 y BUILDING. PERMITS ARE ISSUED. E FEE WILL BE TIME THE VEHICLE LAY OF HOSE En J v r 1 . 3" 12"x9" REFLECTIVE FINISH METAL SIGN � � • '" • � � � � k• ACCESSIBLE. ROUTE i / En GENERAL NOTES: . i _ - - ST . •.• � o0 6" 'y 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR C� VERIFYING THE EXACT LOCATION OF ALL EXISTING UNDERGROUND UTILITIES. 244' -- \ NOTIFICATION OF THE UTILITY COMPANIES 48 HOURS IN ADVANCE OF CONSTRUCTION IS REQUIRED, V FDC FIRE DEPARTMENT CONNECTION / E.. / \ ' DIG TESS: (800) 344-8377 " \ Jw �j ATMOS ENERGY: (979) 774-2506 T n . ''� e) PROPOS D 6 WATERLINE 2x2 GALVANIZED STEEL TUBE COLUMN SUDDEN LINK COMMUNICATIONS: (979) 595-2429 VERIZON: 979 821- SET IN CONCRETE FOOTING. PROVIDE ( ) 4770 P (BY 0TH RS) o 0 0 0 BLACK COATED CHAINLINK FENCE PER En / 11 GALVANIZED STEEL CAP WELDED TO 2: IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO USE WHATEVER MEANS NECESSARY TO MINIMIZE EROSIO AND PREVENT ARCHITECTURAL DETAILS I! \ TOP OF TUBE. PAINT TUBE AND CAP. SEDIMENT FROM LEAVING THE PROJECT SITE. THIS INCLUDES THE INSTALLATION OF A CONSTRUCTION EXIT AND SILT FENCE Ci En AS NECESSARY.. / _ / \ 00 3. THE CONTRACTOR IS RESPONSIBLE FOR INSPECTING AND MAINTAINING THE EROSION AND SEDIMENT CONTRO DEVICES. ❑ ❑ ❑ p DECORATIVE IRON' FENCE PER / I i i I INSPECTIONS SHALL BE DONE EVERY 14 DAYS AND AFTER EVERY RAINFALL EVENT Of 1/2" OR MORE. THE' CONTRACTOR ARCHITECTURAL DETAIL / 3' SHALL REMOVE ALL MUD DEPOSITED ON THE ADJACENT STREETS AS A RESULT Of THE CONSTRUCTION OF�iIS PROJECT. -..: 6- I I I I _ o v I I NOTES. 4 ONS ONTRACTOR IS REQUIRED TO MAINTAIN THE TPDES GENERAL ,PERMIT No. TXR 150000 REQUIREMENTS FOR $ L , CONSTRUCTION SITES. S S . EWER MANHOLE . 3" MIN. . 1. ALL CHARACTERS US 60" MUST BE 0 L/ - MINIMUM ABOVE GRADE OR SIDEWALK. 5. PERMANENT VEGETATION WILL BE ESTABLISHED ON THE DISTURBED AREAS AFTER CONSTRUCTION IS COMPLETE BY 1 /"� HYDROMULCHING AND SEEDING ALL DISTURBED AREAS. RETAINING WALL , 6. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 2010 CITY OF BRY ° ADA SIGN DETAIL AN/COLLEGE STATION STANDARD . 1 b PUE SPECIFICATIONS AND DETAILS FOR WATER. ALL CONSTRUCTION SHALL BE COORDINATED, WITH THE CITY ENGINEER'S OFFICE VARIABLE LENGTH N.T.S. , , 7. THE CONSTRUCTION SHALL COMPLY WITH OSHA STANDARD 29 CFR PART 1926 SUBPART P FOR TRENCH SAFETY CROSSWALK REQUIREMENTS. - . 10533/46 I BAUM - • . ::._, B. THE CON , TRACTOR SHALL REMOVE E OVE THE EROS ION CONTROL M U EAS RES ONC E GRA SS IS ESTABLISHED. H . / I. INL • ET PROTEC PROPOSED C 0 S " TION R $WALK 108 9, INLET PROTECTION TO BE INSTALLED AT A LL PROPOSED AND i EXISTING INLETS ADJACENT �T TO .THE PROJECT SITE. . y 41 / &'ADA RAMPS / 6" AT EACH END 10. C i / (BY OTHERS) 1.9 CONTOURS SHOWN ARE FROM FIELD SURVEY DATA PREPARED BY KUNG ENGINEERING &SURVEYING. b� / •jjj�� 11. EXTERIOR.BUILD114G AND SITE LIGHTING WILL MEET THE STANDARDS " PARKING LOT LIGHT / OF SECTION 7.10 OF THE UNIFIED DEVELOPMENT i ORDINANCE. THE LIGHT SOURCE SHALL NOT PROJECT BELOW AN OPAQUE HOUSING AND NO FIXTURE SHALL ,DIRECTLY i, UHT HORIZONTALL11 Y. Y. FIXTURES WILL BE MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF LIGHT `� / DOES NCT CROSS ANY PROPERTY LINE. PLEASE NOTE THAT COMPLIANCE WITH THIS SECTION WILL BE VERIFIED AT THE I TIME OF BUILDING PERMIT AND CERTIFICATE OF OCCUPANCY. 'v v -i W / - I D _ - -��.�. , ( 3 24" 1 I I I ,C -'l"- ° '. . YF�OPOSED PROPOSED i \ / 21 24` T I I og o PLAYGROUND l : ',. - SIDEWALK 4i '�`24" � �g]0 1�4"R 15" 1 - _ 266III - - -- - � �i �' - D . ' EQUIPMENT PER \ r cy b T - - - - . �� Y 25 x b � /� I • 11 ( I v • ` . ARCHITECTURAL l � I.1 6 / /� 3" 3"R SPLASH PA P .v . DETAILS I / - 3"R 1" k 5" I I ) .. \11�11 is, . . \ - PROPOSED STORM 1/4-R I L/ L \ SEWER INLET ' T . (BY OTHEOS) L.,, »,►�. . .m . . I . . 1 12" 3" . \ \\ \\ \ ) I I ­ . \ \ �\ \ \ \ \\ 100 YEAR \ \ \ \ \ / \ FLOOD PLAIN 7.5 SIDE \ \ .SETBACK \ \ INTERIOR ISLANDS k 1 I � I I � / \- \ �' ISLAND ISLAND I � � I ST - S - ST - ST ST - ST ST - ST - ST ST -- ST ST -� ST --� : ; \ En / AREA S.F. \ REQUIRED DISTURBED AREA PROPOSED PRIVATE �v I o �v 1 I \� ,' ` LIMITS / STORM SEWER I p$ 9 i I TYP. ° 30.38' 100.00' 01T24'24" 15.31' 30.26' - S36 -17'01"E 11 p, 164.78' ,, I. , \ / / y I LANDSCAPE ISLAND ANALYSIS: /. � ,-/ -}- -1- 1 / \ \ \ \\ \ \ / \ °� TOTAL PARKING 48 SPACES -- / RE LANA RE LAN �r ,., En \ \ \ \ / \ \ \ - - "I, \ \ \ PERIPHERAL PARKING: 27 SPACES INTERIOR PARKING: 21 SPACES -4 � • f � --_` "----...,_ \ \ y \ \ / LANDSCAPE ISLAND REQUIRED: -'-- .-2a6- -- `� 4 N 9' PARKING I 6647 207 \ \ \ \1 \ \ � � 21 SPACES X 12 = 252 SF , 24 SPACES NP' \ \\� LANDSCAPE ISLAND PROVIDED = 397 SF y -�+ --; \ \ ` -- .,� ` ,- -' --- -•-_- 1' - �- •-• -_ . \ \\ \\ \ ) I I ­ . \ \ �\ \ \ \ \\ 100 YEAR \ \ \ \ \ / \ FLOOD PLAIN 7.5 SIDE \ \ .SETBACK \ \ INTERIOR ISLANDS \ I\ � -, � END ADDITIONAL 1 TOTAL ISLAND ISLAND ISLAND ISLAND D AREA AREA C1 AREA S.F. REQUIRED REQUIRED 66.28' 127.59' S.F, S.F. 1 757 360 397 ,D%10 --- ST ST ST STW 1S 1S � a . �� 18' o \ ! `I ' TYP. ° ° f I + IDE Eb S AC v \ PROPOSED TOR \ \ \\ \ \ \ \ � T SEWER'STU OUT. j \ \ \ \ \ \ " � 10' PUE (BY OTHERS) I • \ \ \ \ . 36 15 . 30 MIN, 30" MIN. 15" 36"� ( . . 6" � 6" 6" �,� jjA 6" " ' \ � I 3" 3" 3" 2" ,L / ?se \ l BIKE 12ACK DETAIL 2" y N.T.S. PRIMROSE SCHOOL / LOT 3, BLOCK 2 if IT � I I -j . 3" 1.17 ACRES I-�-4" CO COLLEGE STATION MARKET PLACE - #4 BARS NOTE: ALL cuRes s` IN HEIGHT i � I y 6 " UNLESS NOTED OTHERWISE. PROD ( 647/207 - - 31e X 18" SMOOTH ECT i; ZONED C-1 & ov EXPANSION DOWELS TYPICAL CURB DETAIL PROPOS STEEL REINFORCING BARS * N.T.S. 2.27 ACRES ADA R // CONCRETE PAVEMENT „ I i . PROP -.- - -'-- BLOC PROPOSED 8 .. F .< , •.:.., SUBJECT PROPERTY K 2, LOT 1 WATER LINE •.4 ..-.:' . . ' • `. -•--- v . --. _ " PRO ED 8" (BY OTHERS) �.: ...:...... Q-.. a.: , x ® `� TOWER POINT SUBDMSION SE INE0, _ (Br ERS PHASE 12 " ,•, 6 LIME STABILIZED SUBGRADE (EXTENDS 1 OUTSIDE THE EDGE OF PAVEMENT) ROBERT STEVENSON SURVEY, A-54 l * X=5Y2" OR 6Y2..' AS SHOWN ON THE PAVEMENT PLAN COLLEGE STATION, BRAZOS COUNTY, TEXAS * 6Y2" PAVEMENT - USE #4 BARS ® 18" O.C.E.W. t 1� _ 1 / OR USE 4 " s SCALE. 1 -20 JULY 2012 REBAR ®16 O.C. w * „ # E.W. �� ti 5 PAVEMENT USE #4 REBAR ® 18",O.C.E.W. 0, I, OWNER: SURVEYOR. PROPOSED JUNCTION BOX per, oR, oy TYPICAL CONCRETE PAVING SECTION ® �p COLLEGE STATION MARKET (BY OTHERS) ,N.T.S. KLING ENGINEERING & SURVEYIING PLACE 4101A SOUTH TEXAS AVE - 520 POST OAK BLVD.. BRYAN. TX 77802 P - -ROPOSED FIRE I 4 I . SUITE ,850 979 ..846 off' . ' 621 2 HYDRANT BY ( r ( OTHERS)1. HOUSTON TX 7702 0 7 \ I\ � -, � Curve Table 1 CURVE # LENGTH RADIUS DELTA TANGENT CHORD CHORD DIRECTION C1 129.21' 235.00' 031'30'12" 66.28' 127.59' S29'14'07"E 1 C2 65.20' 265.00' 014'05'48" 32.77' 65.04' S20'31'55"E C3 30.38' 100.00' 01T24'24" 15.31' 30.26' - S36 -17'01"E 11 C4 164.78' 110.00' 085'49'45" 102.27' 149.80' N83 -15'23"W - . 36 15 . 30 MIN, 30" MIN. 15" 36"� ( . . 6" � 6" 6" �,� jjA 6" " ' \ � I 3" 3" 3" 2" ,L / ?se \ l BIKE 12ACK DETAIL 2" y N.T.S. PRIMROSE SCHOOL / LOT 3, BLOCK 2 if IT � I I -j . 3" 1.17 ACRES I-�-4" CO COLLEGE STATION MARKET PLACE - #4 BARS NOTE: ALL cuRes s` IN HEIGHT i � I y 6 " UNLESS NOTED OTHERWISE. PROD ( 647/207 - - 31e X 18" SMOOTH ECT i; ZONED C-1 & ov EXPANSION DOWELS TYPICAL CURB DETAIL PROPOS STEEL REINFORCING BARS * N.T.S. 2.27 ACRES ADA R // CONCRETE PAVEMENT „ I i . PROP -.- - -'-- BLOC PROPOSED 8 .. F .< , •.:.., SUBJECT PROPERTY K 2, LOT 1 WATER LINE •.4 ..-.:' . . ' • `. -•--- v . --. _ " PRO ED 8" (BY OTHERS) �.: ...:...... Q-.. a.: , x ® `� TOWER POINT SUBDMSION SE INE0, _ (Br ERS PHASE 12 " ,•, 6 LIME STABILIZED SUBGRADE (EXTENDS 1 OUTSIDE THE EDGE OF PAVEMENT) ROBERT STEVENSON SURVEY, A-54 l * X=5Y2" OR 6Y2..' AS SHOWN ON THE PAVEMENT PLAN COLLEGE STATION, BRAZOS COUNTY, TEXAS * 6Y2" PAVEMENT - USE #4 BARS ® 18" O.C.E.W. t 1� _ 1 / OR USE 4 " s SCALE. 1 -20 JULY 2012 REBAR ®16 O.C. w * „ # E.W. �� ti 5 PAVEMENT USE #4 REBAR ® 18",O.C.E.W. 0, I, OWNER: SURVEYOR. PROPOSED JUNCTION BOX per, oR, oy TYPICAL CONCRETE PAVING SECTION ® �p COLLEGE STATION MARKET (BY OTHERS) ,N.T.S. KLING ENGINEERING & SURVEYIING PLACE 4101A SOUTH TEXAS AVE - 520 POST OAK BLVD.. BRYAN. TX 77802 P - -ROPOSED FIRE I 4 I . SUITE ,850 979 ..846 off' . ' 621 2 HYDRANT BY ( r ( OTHERS)1. HOUSTON TX 7702 0 7 --_ s ®®� ® • --- I = - -- u . -- - -- 11 ARCHITECT: ENGINEER: . 4 SCHULTZ ENGINEERING, LLC. II I9 CHILDREN'S DESIGN GROUP PO BOX 11995 SH 4O WILLIAM D FITCH PKWY 1114 EAGLES CREEK WAY COLLEGE STATION, TX 77842 � ACWORTH, GA 30101 (979)764-3900 770-485-8496 DEVELOPER: A NEW BUILDING FOR: I � � . _ 4`'r �, r-zo 11diR�s PRIMR C1 SE SCHOOL FRANCHISING ,R, ®, �, NG COMPANY' 3660 CEDARCREST ROAD ,, THESE DRAWINGS AND THE DESIGN REPRESENTED j RGL4 30101 HEREBY ARE THE EXCLUSIVE PROPERTY OF PRIMROSE COPYRIGII�TG©i ,2010 SCHOOL FRANCHISING CO. REPRODUCTION OR ANY 1 USE ' OF THESE DRAWINGS OTHER THAN FOR THE PROJECT SCHOOL -5 PRIMROSE S HOOL FRANCHISING COMPANY INTENDED SCHO i FTRa v wss o Co.IIs mosi ID Tan ANY UNAUTHORIZED USE DILL. BE SUBJECT TO LEGAL ACTION. 1' _ THE SEAL AP /f�p(E. OF T tippon •w�� APPEARING ON THIS �� 5,•.... ..r SCALE. SHEET DOCUMENT WAS AUTHORIZED BY ®I :.• � SChult En inp(�rin ev JOSEPH P. SCHULTZ, P.E., LICENSEg gLLC"• % %. *, PPIMP D S.�' S U 14 PIS O J.E C T VERTICAL 1. N/A ...:..................... * • 2730 Longmire, Suite A N0. 65889 ON AUGUST 10, 2012. ,"JosEPH P. schluL . • .. ............... - College Station, Texas 77845 ISSUED FOR REVIEW 65 TO WER PDINT SUBDIVISION PHASE 12 PLAA11�HORIZONTAL 1"=20' 979.764.3 TBPE NO. 12327 SI 900 I SURVEYED I u 11 � DESIGNED DRAWN APPROVED JOB NO. DATE 'C.� oNALj �� LUT I , BL 0 CK 2 - COLLEGE S TA TIOli�� Til PLOTTING SCALE: j ;1 • ..ii��. $rip -�� I KLING DLD JAB JPS 12-212 AUGUST 2012 FIRM # 12327 I� 1 t FILE NAME: SCHULTZ ENGINEERING, LLC , 12-212 I �� + I. . i I �I \ I\ � -, � 10533/46 I _2s7- -` \ . \ '� \ � \ \� � \ --- -_ PROPOSED SIDEWALK EI ` - LOT 4 BLOCK 2 0.83 ACRES \ \ - - - __ --_ - -- - I I \ \ �� � -- ---- •-- - I °� \ � COLLEGE STATION MARKET PLACE . \ \ \ - - "I, \ \ \ `�''---- --_._ '' `-- "-- --__- --_` "----...,_ 1S 1S 6647 207 \ � � ---� I ZONED C/1 & OV -- � % -- \ � PPOJECT BENCH MARKS'S ` -- .,� ` ,- -' --- -•-_- 1' - �- •-• -_ \ \ I. -- � � TBM A � ` ` ` - ` ` - '� _ -, _ -___ --" -- _ I S-8 \\S- \ / ` � �, \ \ SQUARE CHISELED INTO `BACK OF CURB � - , •-`- -%-- _ - ` -10' PUE ` ` --- ---__ 15 REAR -- :.v I . . -- -- _10157/152 r - SETBACK PRbP ED JUNCTION BOX 20 10 0� ., ELEVATION: 269.15' 0. -- --- -_._ ---_ - --- -- 45'x/ -130.8 r _ (BY\ ERS) SCALE IN FEET ~- 'TBM B _ COLLEGE STATION MARKET PLACE _ '� -" --• , -"' -= =?s5 7 . _ = D, � \ \ SQUARE CHISELED INTO REMAINDER OF CALLED 5.643 ACRE - _ - _. -" = -•� y� _ � - . _ `'BACK OF CURB - TRACT 1 6647/207 ` � - __ 264" i - _____ - _ -- _ 1i r II �� --- ELEVATION: 270.76' "------ _--� , -- 3 _ •` - - --•• � - _ -- _ _"� ` --, 263--- • -_ - --.. -, -263----- ` -,- '- .�� �- .-- - . --_ s ®®� ® • --- I = - -- u . -- - -- 11 ARCHITECT: ENGINEER: . 4 SCHULTZ ENGINEERING, LLC. II I9 CHILDREN'S DESIGN GROUP PO BOX 11995 SH 4O WILLIAM D FITCH PKWY 1114 EAGLES CREEK WAY COLLEGE STATION, TX 77842 � ACWORTH, GA 30101 (979)764-3900 770-485-8496 DEVELOPER: A NEW BUILDING FOR: I � � . _ 4`'r �, r-zo 11diR�s PRIMR C1 SE SCHOOL FRANCHISING ,R, ®, �, NG COMPANY' 3660 CEDARCREST ROAD ,, THESE DRAWINGS AND THE DESIGN REPRESENTED j RGL4 30101 HEREBY ARE THE EXCLUSIVE PROPERTY OF PRIMROSE COPYRIGII�TG©i ,2010 SCHOOL FRANCHISING CO. REPRODUCTION OR ANY 1 USE ' OF THESE DRAWINGS OTHER THAN FOR THE PROJECT SCHOOL -5 PRIMROSE S HOOL FRANCHISING COMPANY INTENDED SCHO i FTRa v wss o Co.IIs mosi ID Tan ANY UNAUTHORIZED USE DILL. BE SUBJECT TO LEGAL ACTION. 1' _ THE SEAL AP /f�p(E. OF T tippon •w�� APPEARING ON THIS �� 5,•.... ..r SCALE. SHEET DOCUMENT WAS AUTHORIZED BY ®I :.• � SChult En inp(�rin ev JOSEPH P. SCHULTZ, P.E., LICENSEg gLLC"• % %. *, PPIMP D S.�' S U 14 PIS O J.E C T VERTICAL 1. N/A ...:..................... * • 2730 Longmire, Suite A N0. 65889 ON AUGUST 10, 2012. ,"JosEPH P. schluL . • .. ............... - College Station, Texas 77845 ISSUED FOR REVIEW 65 TO WER PDINT SUBDIVISION PHASE 12 PLAA11�HORIZONTAL 1"=20' 979.764.3 TBPE NO. 12327 SI 900 I SURVEYED I u 11 � DESIGNED DRAWN APPROVED JOB NO. DATE 'C.� oNALj �� LUT I , BL 0 CK 2 - COLLEGE S TA TIOli�� Til PLOTTING SCALE: j ;1 • ..ii��. $rip -�� I KLING DLD JAB JPS 12-212 AUGUST 2012 FIRM # 12327 I� 1 t FILE NAME: SCHULTZ ENGINEERING, LLC , 12-212 I �� + I. . i I �I Phase 1 Lansc pe Requirements Site Area Points 98,882 SF / 1,000 x 30= 2,967 points required I\ Right of way Points SI� TE AYOUT p 260 LF total frontage / 50 F x 300 = 1,560 points required ' � Sr : r'— Ur Ls SCALE: 1/16"= 1'-0" \ \ \ TOTAL POINTS REQUIRED = 4,527 POINTS J II VERIFY ALL DIMENSIONS �\ Landscape Architect I I I \ \ 4,527 (10%) _ -457 points � 0 12 32 48 64 feet \ \ TOTAL POINTS REQUIRED = 4,080 POINTS _ Major Collector StreetscaPe Trees 1/16" 1-0.1 \ ` ` 260 LF Arrington Rd. ! 32 LF = 9 trees required /1' / �' , POINTS SUPPLIED / o Q ' TOTAL POINTS PROVID D = 5,049 POINTS J ' Arrington Rd. Street Trees Provided ( � J S a 1S 1S — 1S — 1S 1S 1S 1S I •"i — 1S 1S — 15 1S 1S 1S 1S — 1S 1S —� L _ - - _ _ _ 9 Cano Trees = 9 Street Trees �n � �n Jnr _ � -- � � - I ° y� S I • . • � . \ .a . - °. I NOTE: " 1 100% Coverage of groundco er, decorative paving, decorative �� - a q Q a I roc not loose), or perennial rass is required in parking lot ° ' I islands, swales and drainage; areas, the parking lot setback, 0 L is-� is - rights of way, and adjacent p operty disturbed during construction. % ZN a I An automatic irrigation system will cover 100% of new l( I I I plantings and shall be installed by a Texas licensed irrigator I before a certificate of occupa cy is issued. �\I All backflow devices must b installed and tested per City �/ ! : •I \ _ Ordinance 2394. OWNER: COLLEGE STATION MARKET PLACE L I . I � 520 POST OAK BLVD., SUITE 850 2.27 ACRES HOUSTON, TX77027 BLOCK 2, LOT 1 I TOWER POINT SUBDIVISION ® PHASE 12 _ DEVELOPER: .�; ��, y fir_ 0 O I I I I �` � I I I PRIMROSE SCHOOL FRANCHISING CO. COLLEGE STATION, TX 778'45 660 CEDARCREST RD. \ — , -- is -- -- O I I ( --- -- --- - - - - I I AGWORTH, GA 30101 --------- �I — I i PLANT SCHEDULE CANOPY TREE QrY COMMVN NAME / A - .. --- — - - - _ - - BQT NlCAL NAME ; 51 I � 22 LIVE OAK / AUERGUS VIR51NI,4N,4 419 6AL 2J°GAL 10' MIN. Iso x 22 • 500 Points ! I S! 5 1S — S \ I I I ^ WM CANOPY TREE QTY COMMON NAME / BOTANICAL NAME CrN CAL _ Iq CRAPE MYRTLE / LA6ERSTROEMIA INDICA `115GARORA' So GAL 125' PER CANE, 5 GAN!5 MlK 8-10' HT. 40 x Iq c -Mo Palma ll�(- l' 8-S 8-S '- 9s 9-S 9-S -�---------------- ------- ----- >��' • j _ _�1 _ _ �II 3 FOREST FA%SY REDWO / CERCIS CAXADENSIS ' -RCT PANSY' 30 &AL IZ5'GAL S'-10' HT. 40 x 3 • 12o Qomts ' CIO N I SHRUBS QTY COMMON NAME / 80TAN16AL NAME . — Ij I ' SS GREEN GLGUD TEXAS RANGER / 1-61GOP!•FYLWM FRIJTE.SGF'N5 Gl-OIII7' $ bAL 10 x SS . 97D Qod�ke . .... . .. .... ........... 95=1I I i I a L U I O 40 INDIAN HAW*ORN / RAPHIOLEMS INDICA 'CLARA. 5 6AL 10 x 40 . 400 PoI to - - / ROSE / ROSA X 1a40G4COUT' TM 9 bAL 10 x 8 = 80 PoMta SFIRU5 AREAS COMMON NAME / BOTANICAL NAME �Q�[ fbV ML H VAAW PO WAM 6RA55 / PEWSETM? AL0Maq;40IDE5 'HAMELN' 3 OAU*30" 30° OG -- x 59 = 9 Polhts —'6 ----------- ----- 1-- — - — ------------------ N O i% ^ >� I. I _ I I �� a — i / / j //, / -// ►/1 �% / / 0 OY CoWvW NAME / BOTANICAL NAME C�lL i GROUND /4\ !�l /Yl -l- lit\ - �i" i ° � °J 15 1S - 1; .: — _ - '', . '. -��. `. — � - � " — -- 3� ��� 55o AMA- DOLOR / VAWE5 5EA50NAU.Y 4'POT®9 0 -- I G 7 i. I o o - ST ST - - r, u.. nST - - of '_e �<=���b b�}' J I%i�• j A 188 VARIOES SN�t POTATO VNE / IPOMOEA SATATAS W POT a 12" OO AYE F G POL I o •� �, I �o ° � I ' In - V) y .° cc o. r 0 A I � I - I W I C�' Curve Table in CURVE # LENGTH RADIUS DELTA TANGENT CHORD CHORD DIRECTION C1 129.21' 235.00' 031'30'12 66.28' 127.59' S29° 14'07"E C2 65.20' 265.00' 014°05'48" 32.77' 65.04' S20°31'55"E C3 30.38' 100.00' 017°24'24" 15.31' 30.26' S36°17'01 7'E C4 164.78' 110.00, 085°49'45" 102.27' 149.80' N83'1 5'2,3"W Submitak 1 II BY t:T ct.cK-Rn AK 13/1'1•F 5-9-12 SCF. 1/16" = 1'-0" LDG 12.0.5411 SUFF'1' A �-OF in t J_ I LI ----- J I�o���o ; --- -- — I — — i . --- V � k 273.1 BERM r 272.6 + c 3' B _ ..._ � �' — �« �� X80 oSbN � �;-- �' • ' - �_`',_�� �, a .�•� , G I �6 .. � — -;,-- j I I I I I — —H1h _ -- 7 !.-M � t -IA � l -M- ��� Z t -M Zi—f�1 - •, �- I a 11 _ — Q ' Imo- i(ll �� P1-12 (—AF-x-/`-� G—�J\ 7.-f - �,rj F' -ti ^ -LI �. _ _t �- �N—� 2 \A/-1 2 V I ARRINGTON ROAD ll ilii 1°1 Il � 1111 ll - ll IIII 1 1 IIII l ll l I l fill 11 o t:T ct.cK-Rn AK 13/1'1•F 5-9-12 SCF. 1/16" = 1'-0" LDG 12.0.5411 SUFF'1' A �-OF Phase 1 Landscape Requirements i I �� W � Site Area Points 98,833 SF / 1,000 x 30= 2,965 points required 59� Ism \� I Right of way Points SITE LAYOUT, 260 LF total frontage / 50 LF x 300 = 1,560 points required ' sT i ' fl[-]— iS SCALE: 1116" = 1'-0" \ \ �! TOTAL POINTS REQUIRED = 4 525 POINTS VERIFY ALL DIMENSIONS � � 5��'' 1 VER \ �' � \ Landscape Architect / 4,525 (10%) _ -452 points J I 0 12 32 48 64 fleet \ \ HS 3.3i `t 00 `Ln TOTAL POINTS REQUIRED = 4,073 POINTS �( \ I � - � -0 �I � Major Collector Streetscape Tree y oso 1/1611 - 1 \ / I 260 LF Arrington Rd. / 32 LF = 91 rees requir I 1 ` ' POINTS SUPPLIED / t989 Q • s � � �) � � TOTAL POINTS PROVIDED = 4POINTS V � Provid ,— is is -- 15 1S is 1S is 1S 1S 1`. 1S — 1S — 15 1S is — is — is 1S Arrington Rd. Street Trees e 9 Canopy Trees = 9 Street Trees C .5 c � Z Ln 41 lb U) L 1S NOTE: /— t � a G'1 •K Z E F clif? : a 100% Coverage of groundcover, ecorative paving, decorative _ �.. / \L o \ I I I ( ) P grass is required in parking lotry / a a o rock not loose), or perennial ras islands, swales and drainage areas, the parking lot setback, = J j r� j i y a I I rights of way, and adjacent property disturbed during - --- \cn _ construction. I I I I An automatic irrigation system will cover 100% of new _ s 'b ' ( I (I I plantings and shall be installed by a Texas licensed irrigator cn gi I I I I before a certificate of occupancy is issued. O I r° /- I All backflow devices must be installed and tested per City G G. C Ordinance 2394. 4- I r •- a s 4 /--------- — — — — -----i ------------ r d J I ( I r PLANT SCH®ULE w 5 CANOPY TREE GTTY COM' M NAME / BOTANICAL NAME CONT CAl SIZE LIVE OAK /GLeWft VW41NANA 95 CAL Zd' GAL 10' MIN• 150 x 2Z •9000 PoUdr. iS — - is 15 NON CANOPY IMM af G,OWMION we/ BOTANGAL NAME G e_&L CA W G (— I L�� 1 22 C~E t4 MILE / LA6flt5TROEMIA INDICA 'MrARORA• 90 6AL I S* PER c titer 9 CAMS MN• 6=1o' HT_ J40 x 22 = 80O Intl - / J ------ —_--__ -- — ----_ ----- I 7 ,� O G - S 3 FOREST PANST REDBUD / GERGIS GAtiAD FOREST PANSr SO 6AL 1.25 GAL 6 IO' HT. x S 120 Poht* — -- — 4C R E �� Exsis ao � NAME / eorAN1eAL NArMT ---� I " / h 30 6RE3�1 CLOUD TEXAS RAt7GESz / LE1JcoT HYLWM PFaJrESCEftS 'bt'ZMN CLOUD' 5 6AL lox 8o s 90o Po9,te O25 INDIAN NAM{T RM / RAFMOLEMS IWIGA'GLARA' 5 6.4L 10 x 25 • 250 Pohl a' -!- ..s — - - — -l--� -4y° 6 R05L' / ROSA X 'KNOCKOUT° TM ;,' 5 6AL O x 8 = 60�PoMM -itk` e Ir ! Z I. Is 00 UJ SAM0 AREAS �' QOHN NA IE / BOTANICAL NAME '` caw — I j/ 5R AIN 6KA55 / PER TLM ALOPEGUROIDES HAMEW' 3 6AL® 30' Ou 59 =;-4 to I 1� — — I — — _ — T_ t I _ > I 6RGUND GavIS25 GTr COMMON NAME / Bai'ANIGAL NAME CXW Gl . ........„�eiv��u, ,.,,- ;u;��=, ,� / .•„•,•, l �' y;'` , it 625 ANNUAL GGioR / VAfttES 9:-A50NALLY 4'P17'Tb N OG m 1S 1S 1.. —':- ( o o� — _ 5T ST- ~O G - - i --- _ - ' iiC� ` ' - ,rr ��%�3h iT 3TF= •LL 1 s� S I 186 VARIX S� POTATO VM / IPOMOEA BATATAS W POT a W Or, ' ii U1 I 'fit t' O' � • e� - - O �}DyS'- a:. � - - W 4 F G POL I � G _ Q fD` o d J 2 .� A.,cc G I.RN n I I r / 4 d >s I I I • ( I I I • I � I I I � Ach q I II --- — -- -- — --- — — I-� L i -- GO ca — — — --- -- -- ---------- --- �- --- ----------- ----------- -- ------- —!- — — — — — — - — — — - — — — — — — — — - — — — — — — — — — — ------ — — — —-------- ERM — — — — — — � f • (-j- 310I n BERM c� Ei�M — — — — — — — — — — — — — — — — — — — — — — — - — — — — — — — — — — — — — — — — — — — } _ — rF i _ —n o �/ _ --- iii • - - - i� illi III II —�- �, -�� ( I- -/'A -M7i.-M ZL-h - ,t 17 W-12d- �� CI O- �• ,, o ° � � I I ��� �I I I it I I I A R R I N G T 0 N ROAD II Iill IIII II (I III( IIII I1 _ ; it � !III IIII II CT i Ii LBM A SITE SPECIFIC NOTES: _ LEGEND 26g� - ARRINGTON ROAD � / 00 SQU,�BL-C�ELED I 1. THE OWNER OF THE PROPERTY IS THE COLLEGE STATION MARKET PLACE. THE SUBJECT PROPERTY iS LOT 1, BLOCK 2 OF (! 270.5' TO ADJACENT PROP RTY CROSSWALKS & 1N�( -BACK OF Q:URB THE TOWER POINT SUBDIVISION PHASE 12. PROPERTY IS ZONED C-1 AND OV. I' 355' TO OPPOSITE- 80' R. 0. W. ` DA AMP (BY OTHERS) \ PRIVATE DRIVE - - - / ELEV. 209.15' 2. THE DISTURBED AREA FOR THIS PROJECT IS 2.269 ACRES 913,820 S SPRINGDALE DR. \ EXISTING 5' SIDEWALK '� r ( �' - - - - -284----- EXISTING CONTOUR 78001 2 \ / (3. )DRAINAGE INFORMATION AND DETAILS WILL BE PROVIDED ON THE DRAINAGE PLAN & DRAINAGE REPORT. 54' ASPHALT PAVEMENT v 284 PROPOSED CONTOUR 9 EXISTING 12" i - _ - - 4. LANDSCAPING AND IRRIGATION DESIGN & ANALYSIS WILL BE PROVIDED ON THE LANDSCAPE & IRRIGATION PLANS. EXISTING FIRE HYDRANT ATER LINE r ,o �Ar_� W-12 BOUNDARY _ - 5. THE IRRIGATION SYSTEM MUST BE APPROVED AND INSTALLED PRIOR TO C.O. - ° ° - - V�_2 Vt+-12 -- j /• 6. THE MINIMUM REQUIRED FIRE FLOW FOR A COMMERCIAL BUILLING IBC TYPE VB OF 12,000 SF IS 3,000 GALLONS PER - - PUBLIC UTILITY EASEMENT • ° ° _. \ / ,Jr Vis,. a"' -- - PROPOSED GAS METER - "' ° ° \ r� ° _ _ - - MINUTE. THE BUILDING IS FULLY SPRINKLED WHICH DECREASES THE REQUIRED FIRE FLOW BY 50 % (1,500 GPM). ;ONE _ - \ - - - - - - - -__•, � - - _ _ o � f� �c � :� � � � � FIRE T I REQUIRED. EXISTING HYDRANTS WILL BE SUFFICIENT. - - PRIVATE ACCESS EASEMENT NUJ OB' 31"E �`3A09'- -- -AND GAS SERVICE LINE - \ 7. TRAFFIC IMPACT ANALYSIS IS UNDER THE MITIGATION FOR TOWER POINT LOTS 30-37" PREPARED BY WALTER P. MOIRE - MARCH 8, 2012: LOT LINE. PROPOSEU'26 -'- - - - - " -- - - - - - 25-FRQN_T SETBACK 50` WIDE PRIVATE ACCESS S 2�•QO ° m - - - - - - - - V) �� '' \ / &-PUBLIC UTILITY EASEMENT 12" B. THE SUBJECT TRACT DOES NOT UE WITHIN THE 100 YEAR FLOODPLAIN ACCORDING TO FEMA FLOOD INSURANCE RATE MAPS �FiRE LAN FIRE LANE CROSSWALK - - Q -- /. FOR BRAZOS COUNTY, TEXAS AND INCORPORATED AREAS. COMMUNITY NO. 480083, PANEL NOS. 0201D & 0205D, MAP 59' , & ADA RAMPS_f _= - ` ` - \ ib - 10533/46 NOS. 48041CO2010 & 48041C205D AS REVISED PERLOMR CASE NO. 10--06-0657P. EFFECTIVE DATE: SEP. 15, 2011. ST ST - ST - EXISTING STORM SEWER PIPE L. I 10' P.U.E. REMOTE) --� / ' / I 9. ALL RADII AND DISTANCES ARE MEASURED TO THE BACK OF CURB UNLESS OTHERWISE NOTED. MONUMENT SIGN J I I ARCHITECTURAL PER 8002/249 FIRE DEPARTMENT - - - - f \ / 10. ALL PAVEMENT SHALL BE CONCRETE. REFER TO THE PAVEMENT PLAN FOR PAVEMENT DEPTHS. ST ST - ST PROPOSED STORM SEWER PIPE I, / I _ _ CONNECTION -I - / / m P - \ ' ° / O 11. ALL UTILITY LINES (WATER, GAS, SANITARY SEWER, VERIZON, STORM SEWER, ETC.) SHOWN ARE TAKEN FROM BEST W-4 EXISTING WATER LINE t Z AVAILABLE RECORD INFORMATION BASED ON CONSTRUCTION UTILITY MAP DOCUMENTS OBTAINED BY FROM CITY & l a� PUS r �t�i ti r 1 DESNATM INDEPENDENT AGENCIES AND/OR ABOVE GROUND FIELD EVIDENCE. SHOWN POSITIONS MAY NOT REPRESENT AS -BUILT W-8 PROPOSED WATER LINE 115A/15P I m I I i CONDITIONS. Z i \ -17 w o S-8 EXISTING SANITARY SEWER LINE W PAWM 12. BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE CITY OF COLLEGE STATION UNIFIED DEVELOPMENT N J 9. \^ n N U > ORDINANCE. - _ a ! J 9 9 ARKIN SPAC S I- nR ° I 0 � S 8 PROPOSED SANITARY SEWER LINE IRE LANE -----* RE LAeiE - RE LA - h I `s f� O ONLY 13. ALL ROOF AND GROUND -MOUNTED MECHANICAL EQUIPMENT SHALL BE SCREENED FROM VIEW OR ISOLATED SO AS NOT TO �I I UWQ O I E RE LAN RE r�� RE LANE - `J I BE VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT WITHIN 150' OF THE SUBJECT LOT, MEASURED =RE LANrr�-�•RE LANE RE 14 9' PARKING SPACES\ I J W W WATER SERVICE ,� [r --+ (� W FROM A POINT 5 FEET ABOVE GRADE. SUCH SCREENING SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE AND v I m<0 CJ LO N0 SCALE TO MAINTAIN A UNIFIED APPEARANCE. - -- - 100 YEAR FLOODPLAIN I I ,FF SPEED 6 FDC a 24, \ ,` i = - N cc 14. PROPOSED SIGNS SHALL BE PERMITTED SEPARATELY IN ACCORDANCE WITH THE UDO. ,TABLE i SERVICE �, �, I LI -I < / I F-,- U) r z 1. SIGN SHALL COMPLY WITH THE CoCS GAS GAS PIPELINE LINE NP ACCESSIBLE ROUTE '�j� (Q �[] �3� 0 X O FIRE SERVICE STANDARDS. 15. LOT 1, BLOCK 2 OF THE TOWERPOINT SUBDIVISION PHASE 12 IS PART OF A BUILDING PLOT. EACH BUILDING WILL BE I \ Tai REQUIRED TO MEET THE ADDITIONAL STANDARDS FOR 20,000 SF - 49,999 SF PLOTS (UDO SECTION 7.911)• o I oo (1) / �� `` Fn I F- N PROPOSED IRRIGATION SLEEVES / INTERIOR �. � � i I - / ---757-SF 13 - 9 PtRKING SPACES �. I .� Lll FIRE LANE SIGN DETAIL `� v 16. ALL ELECTRICAL IMPROVEMENTS SHALL BE PER COLLEGE STATION UTILITIES SPECIFICATIONS AND PER THG COLLEGE STATION I I I f u VAN AeESS18LE. SPACE ,Q3,\ Q --j s RE LANE RE LAN REFb4NE W N,Ts. UTILITIES ELECTRICAL DESIGN FOR PRIMROSE SCHOOL PROJECT'. - E E E E - UNDERGROUND ELECTRICAL / ° t�• N_ �- -FIRE LAN E-� �� RE LANE LANE E-� -�-�� E RE LAN RE LANE f ~ y �. � Q -CSU ELECTRICAL CONTACT: GILBERT MARTINEZ � I �) " • " • /r% I W FIRE LANE MARKINGS ELECTRIC PROJECT COORDINATOR FIRE HYDRANT ,r 4 ,..' " ... _ �j I / w CITY OF COLLEGE STATION UTF-MES PROPOSED 6 -}- ` • FLA POLE ER, " CD PH: 979-764-6314 • .. ' ♦ ' AR ITEC L_ _ �; 1. ALL CURBS AND CURB ENDS SHALL BE PAINTED RED WITH FOUR THICK DUMPSTER to 6 9 P RKING SPACE o;° - • • ' • t \ 18' PRO OSED F g INCH (4-) WHITE LETTERING STATING "FIRE LANE - NO PARKING - Tow GATE VALVES PAD & ~ 2 HA DICAP PACE ` ` +► . , , .. ... ! - \ TYP. SIDE ALK DET ILS ° / ISI• ' : e AWAY ZONE'. WORDING MAY NOT BE SPACED MORE THAN FIFTEEN FEET 17 THE DUMPSTER ENCLOSURE SHALL BE PER ARCHITECTURAL PLANS W/ 12' x 12' CLEAR INTERIOR OPENING 6' TALL THE ENCLOSURE PER v / r\ 8' 11 i " " • t k " t 4 " ' • T I APART. DUMPSTER ENCLOSURE MUST BE REMOVED FOR UTILITY CONSTRUCTION WITHIN THE UTILITY EASEMENT. THE PROPER PROPOSED BIKE RACK ARCHITECTURAL . I / " • v OWNER IS RESPONSIBLE FOR THE REPLACEMENT OF THE ENCLOSURE. PROPOSED SIDEWALK RAMP e' • ... I 2. A SIGN TWELVE INCHES (12") WIDE AND EIGHTEEN INCHES DETAILS v -+� ° ° \ (18") IN HEIGHT SHALL BE MOUNTED IN A CONSPICUOUS LOCATION AT `Z'• • • . s, .�. EACH ENTRANCE TO THE PROPERTY AND AT THE LOCATIONS SHOWN. � „ �•, � " •v >.°e �T ° v a o .q ' .: ! . 18. ALL PARKING WILL 8E SCREEN FROM THE RIGHT-OF-WAY BY A 36' HIGH BERM. SEE GRADING PLAN FOR BERM I / °. \ ' PROPOS .,, .P w e .. . i off. . . w..D. • .'L ... :.. •. v a : .D „ �D ELEVATIONS. A 781GNAGE g ' T . T �3v ~ ° __ IRE 1.5 WATER ° SUCH SIGNS SHALL BE TWELVE INCHES (12'7 WIDE AND EIGHTEEN �O PROPOSED STORM SEWER JUNCTION BOX . T �=- INCHES HIGH, WITH A COMPANION SIGN TWELVE INCHES (12') WIDE J S ' ' - _ -.- _ - - ° SERVICE I \ AND SIX INCHES (6' HIGH STATING 'TOW -AWAY ZONE". SUCH SIGNS 19. TmiHE SAMEE FIRE ON ASSSION THEAMP OR UE SHALL HAVE A LOCKABLEOCKI LID G I THE ISOLATION VALVE, THE LOCKABLE LD LDS SUPPLY ® PROPOSED D ° �I�1 SA N LID AT MINIMUM. AN ALTERNATE LOCKABLE B ® DRAINAGE INLET is 1 � STI- ST _ _ I°� W_� -- NST - ��SERrV,CE VP - V� W-6 w aryl- \ SHALL BE PAINTED ON A WHITE BACKGROUND WITH SYMBOLS, LEITER APPROVED BY COLLEGE STATION UTILITIES OR HIS DESIGNEE. I -��- ° AND BORDER IN RED. ; .'� E r ° , I PROPOSED SIDEWALK ♦ 20. A KNOX BOX WILL BE PROVIDED ON THE BUILDING NEAR THE RISER ROOM. I ° ° :w PROPOSED / 21. BASIS OF BEARINGS IS THE MONUMENTED SOUTHEAST RIGHT OF WAY LINE OF ARRINGTON ROAD 80' ROW) ACCORD NG TO �� i i i 6 SIDEWALK SILT FENCE I � j (�'1 -•I \ \ r I \ THE RIGHT OF WAY DEDICATION PLAT OF ARRINGTON ROAD AND 80' WIDE DECATUR DRIVE RECORDED IN VOL 7800)! PG. 12. � PROPOSED PROPOSED \ io `z o o . / RECORD BEARING: S 45' 08' 31' W. (I IV PROPOSED \ / I SX I I I F PROPOSED 6° BIKE RACK 5' SIDEWALK 5 SIDEWALK \ I.o \ / °' �/ I RESERVED " " GENERAL NOTES: I I I ( I I 12 x18 REFLECTIVE FINISH METAL SIGN CONSTRUCTION EXIT � ° SIDEWALK \ \ / PARKING I' ST 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT LOCATION OF ALL EXISTING UNDERGROUND UT1LI11ES. , I \ '• .' Sb��' NOTIFICATION OF THE UTILITY COMPANIES 49 HOURS IN ADVAN,'E OF CONSTRUCTION IS _ REQUIRED. D!GTESS. .,7SCO 344-8�. _ `DISTURBED`` AREA LIMITS ' I / \t. 1 ATM05 ENERGY. (979) 774 2506 , .. 6» 'SEWER-- Do SUDDEN LINK COMMUNICATIONS: _ (979) 595-2429 i SERVICE / / vERiZON: (979) 821-4770 -.-_\� 3" 12"x9" REFLECTIVE FINISH METAL SIGN VEHICLE LAY OF HOSE I I ° ) - - - S 61 S $y') I 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO USE WHATEVER MEANS NECESSARY TO MINIMIZE EROSION AND PREVENT - - _ •_ - - - - - _ - - - PRIMROSE SCHOOL - - - - _ - - rn v 6" SEDIMENT FROM LEAVING THE PROJECT SITE. THIS INCLUDES THE INSTALLATION OF A CONSTRUCTION EXIT AND SILT FENCE STORY '� AS NECESSARY. . ............... ACCESSIBLE ROUTE ` 1 P LOT 1, BLOCK 2 / I 2 rj' FT. BLDG. H T. T �� ST , , oo 3. SP CTHE OT ONSCSHALL BE DONE R IS RESPONSIBLE DAYS AND AFTETING ANDRETAI RAI THE EROSION AND SEDIMENT E. THE CONTRACTOR 2.269 ACRES � � � I A A EVERY RAINFALL EVENT OF 1 2" OR MORE. THE CONTRACTOR _ r \ /,I I PROPOSED r - ` � 2x2 GALVANIZED STEEL TUBE COLUMN SHALL REMOVE ALL MUD DEPOSITED ON THE ADJACENT STREETS AS A RESULT OF THE CONSTRUCTION OF THIS PROJECT. V FDC FIRE DEPARTMENT CONNECTION I I 10533/46 / F = 270.00 PLAYGROUND i ZONED C-1 & OV I / \ I SET IN CONCRETE FOOTING. PROVIDE 4. THE CONTRACTOR IS REQUIRED TO MAINTAIN THE TPDES GENERAL PERMIT NO. TXR 150000 REQUIREMENTS FOR EQUIPMENT PER ' GALVANIZED STEEL CAP WELDED TO II I t 2, 000 SF I ° -i \ Io / \ �� TOP OF TUBE. PAINT TUBE AND CAP. CONSTRUCTION SITES. / ARCHITECTURAL I / I I: �' \ p / Y BLACK COATED CHAINLINK FENCE rER DETAILS 1 \/ 5. PERMANENT VEGETATION WILL BE ESTABLISHED ON THE DISTUR3ED AREAS AFTER CONSTRUCTION IS COMPLETE BY 71-1 HYDROMULCHING AND SEEDING ALL DISTURBED AREAS. ARCHITECTURAL DETAILS _ _ V` cn 1 1 6. ALLCONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 2010 CITY OF BRYAN/COLLEGE STATION STANDARD - - - - _ _ - - -1 PROPOSED J ° ' '- - r - ` -•_y o; o' I ° b v °p ST ST n / 1 3 1 I ( SPECIFICATIONS AND DETAILS FOR WATER. ALL CONSTRUCTION SHALL BE COORDINATED WITH THE CITY ENGINEER'S OFFICE. DECORATIVE IRON FENCE PER I ARCHITECTURAL DETAIL II /° ,' P P•'' P o' P E ° 1.5 WATER I I : ° I ' ' ° >• METER / \ ) I 1 ( 7. THE CONSTRUCTION SHALL COMPLY WITH OSHA STANDARD 29 CFR PART 1926 SUBPART P FOR TRENCH SAFETY / �\ •, •I' ! ® , • • :a / / REQUIREMENTS. . NOTES: i ° i I ®',o ° ° to 6r_ 3` MIN. L J ( 1. ALL CHARACTERS MUST BE 60' °• v '.v °° 1 '� MINIMUM a, THE CONTRACTOR SHALL REMOVE THE EROSION CONTROL MEA„URES ONCE GRASS IS ESTABLISHED. IN M ABOVE GRADE OR SIDEWALK. SS SEWER MANHOLE I ) � � I � . o• I a j! 9: INLET PROTECTION TO BE INSTALLED AT ALL PROPOSED AND EXISTING INLETS ADJACENT TO THE PROJECT SITE. ( PROPOSED 5' SIDEWALK I I ° o b v •. l - 10. CONTOURS SHOWN ARE FROM FIELD SURVEY DATA PREPARED 3Y KUNG ENGINEERING &SURVEYING. jI T I t` I . ; o ' DETAIL 11. WALL o° 11. EXTERIOR BUILDING AND SITE LIGHTING WILL MEET THE STANDARDS OF SECTION 7.10 OF THE UNIFIED DEVELOPMENT ST, ADA SIGN o N.T.S, ORDINANCE. THE LIGHT SOURCE SHALL NOT PROJECT BELOW AN OPAQUE HOUSING AND NO FIXTURE SHALL DIRECTLY ° . °. �\ PROPOSED . �.° D /- PUE PROJECT LIGHT HORIZONTALLY. FIXTURES WILL 8E MOUNTED IN SUCH A MANNER THAT THE PROJECTED CONE OF U HT " I I \ I ( I �' ® �,®. ` v> J RETAINING WALL: VARIABLE LENGTH DOES NOT CROSS ANY PROPERTY LINE. PLEASE NOTE THAT COMPLIANCE WITH THIS SECTION ILL' VERIFIED AT THE CROSSWALK I r II I T . i t S, TIME OF BUILDING PERMIT AND CERTIFICATE OF OCCUPANCY. MAX FII• 1.25 II .� i ' . ° o I - 10533/46 hh P lj INLET PROTECTION . - . • � � � PROPOSED CROSSWALK 08" I II I I PROPOSED PLAYGROUND EQUIPMEN y / & ADA RAMPS 1,9. 6" AT EACH END 24" I I c PER ARCHITECTURAL DETAILS - - _J _ - o I ,/ ti�� / / / ` BY OTHERS) 1/4"R -6" 15` PARKING LOT LIGHT ST / 1E --m 11111-- m= 31 3`R 1"5. �4-R o, -f PROPOSED �' Or ©� s �`24` 1 s" i T 1 SIDEWALK v _ �,. PLAYGROUN I 1 b. - ,y ��6- 3" 7- I 25 x a EQUIPMENT PER \ ° - - - - - --2ss/ .._ 2" a 3. 2" i v - i SPLASH PA ° ARCHITECTURAL \ I v - -- oD DETAILS G \ E CTRICAL / PROPOSEDL/STORM - / \ �_ ER TRAIT SFT IT To TT SEWER T SEWER INLET §" 3' A 36" 15" 30" MIN 30' MIN V V11 Ffl I ' / (BY 01HE S) #4 BARS NOTE:' ALL CURBS 6" IN HEIGHT UE r� / 6" 6" 6' UNLESS NOTED OTHERWISE. - 3/4' X 18" SMOOTH TYPICAL CURB DETAIL - ST ST ST - ST ST - ST ST ST e : / \ \266 / EXPANSION DOWELS I BIKE RACK DETAIL N.Ts. PRIMROSE SCHOO' ST - S ST ST -•- ST --- -7v PROPOSED ELECTRICAL \\ N �' LOT 3 BLOCK 2 N.T.S. \ '\ DISTURBED AREA PROPOSED PRIVATE SERVICE LINE \ PROPOSED / \ LIMITS STORM SEWER / I PUE 1.17 ACRES TYP. ' / _ /__-- w COLLEGE STATION MARKET PLACE PROJECT / I n7 6647/207 ZONED C-1 & OV LANDSCAPE ISLAND ANALYSIS: ,�� � -{- _� -�- \ \ /RE v,N TOTAL PARKING: 48 SPACES ` RE LAN PROPOS - _ STEEL REINFORCING BARS * SUBJECT PROPERTY 2.27 ACRES \ \ / .��" � �, v, ,y l� ADA R PERIPHERAL PARKING: 27 SPACES -CONCRETE PAVEMENT I BLOCK 2, LOT 1 I, \ \ y INTERIOR PARKING. 21 SPACES Zs PROPOSED 8" / r W \ / LANDSCAPE ISLAND REQUIRED: - 4 N 9 PARKING WATER LINE : ,• : , •.. • :..::, ".: . Q 24 I I . ':. ; : _. �..-' - X TOWER POINT SUBDIVISION \ \ ( 21 SPACES X 12 = 252 SF TYP. SPACES / PRO 8" (BY OTHERS) / a \ \� \ \ LANDSCAPE ISLAND PROVIDED = 397 SF y -1 '� SEW INE PHASE 12 100 YEAR FLOOD PLAIN 7.5' SIDE \ \ \ SETBACK \ \ \ INTERIOR ISLANDS Curve Table ADDITIONAL CURVE # LENGTH RADIUS DELTA TANGENT CHORD CHORD DIRECTION C1 129.21' 235.00' 031'30'12" 66.28' 127.59' S29'11 4'07'E C2 65.20' 265.00' 01,V05'48* 32.77' 65.04' S20'31'55'E C3 30.38' 100.00' 01T24'24' 15.31' 30.26' S36'17'01"E C4 164.78' 1 110.00' 1 085'49'45' 102.27' 1 149.80' 1 N83 -15'23"W V V11 Ffl I ' / (BY 01HE S) #4 BARS NOTE:' ALL CURBS 6" IN HEIGHT UE r� / 6" 6" 6' UNLESS NOTED OTHERWISE. - 3/4' X 18" SMOOTH TYPICAL CURB DETAIL - ST ST ST - ST ST - ST ST ST e : / \ \266 / EXPANSION DOWELS I BIKE RACK DETAIL N.Ts. PRIMROSE SCHOO' ST - S ST ST -•- ST --- -7v PROPOSED ELECTRICAL \\ N �' LOT 3 BLOCK 2 N.T.S. \ '\ DISTURBED AREA PROPOSED PRIVATE SERVICE LINE \ PROPOSED / \ LIMITS STORM SEWER / I PUE 1.17 ACRES TYP. ' / _ /__-- w COLLEGE STATION MARKET PLACE PROJECT / I n7 6647/207 ZONED C-1 & OV LANDSCAPE ISLAND ANALYSIS: ,�� � -{- _� -�- \ \ /RE v,N TOTAL PARKING: 48 SPACES ` RE LAN PROPOS - _ STEEL REINFORCING BARS * SUBJECT PROPERTY 2.27 ACRES \ \ / .��" � �, v, ,y l� ADA R PERIPHERAL PARKING: 27 SPACES -CONCRETE PAVEMENT I BLOCK 2, LOT 1 I, \ \ y INTERIOR PARKING. 21 SPACES Zs PROPOSED 8" / r W \ / LANDSCAPE ISLAND REQUIRED: - 4 N 9 PARKING WATER LINE : ,• : , •.. • :..::, ".: . Q 24 I I . ':. ; : _. �..-' - X TOWER POINT SUBDIVISION \ \ ( 21 SPACES X 12 = 252 SF TYP. SPACES / PRO 8" (BY OTHERS) / a \ \� \ \ LANDSCAPE ISLAND PROVIDED = 397 SF y -1 '� SEW INE PHASE 12 100 YEAR FLOOD PLAIN 7.5' SIDE \ \ \ SETBACK \ \ \ INTERIOR ISLANDS END ADDITIONAL TOTAL ISLAND ISLAND ISLAND # ISLAND AREA AREA AREA S.F. REQUIRED REQUIRED S.F. S.F. 1 757 360 397 _ \- 1S ST 1S I --- ST ST �5T 3- 6 LIME STABILIZED SUBGRADE } ROBERT STEVENSON SURVEY, A`-54 I .(EXTENDS 1 OUTSIDE THE EDGE OF PAVEMENT) / COLLEGE STATION, BRAZOS COUNTY, TEXAS \ * X=5" OR 6" AS SHOWN ON THE PAVEMENT PLAN' �/ s R 6 PAVEMENT - USE #3 REBAR 0 12 O.C.E.W. ticq 6 » > 18 \ OR USE #4 REBAR ® 16" O.C.E.W. �, DELA DR. SCALE: 1 =20 JULY 2012 TYR\co 7.5 PROPOSED JUNCTION BOX 5 PAVEMENT USE #3 REBAR 0 15" O.C.E.W. OWNER: ..SURVEYOR: +? IDE .� (BY OTHERS) TYPICAL CONCRETE PAVING SECTION S - Q°t 4 COLLEGE STATION MARKET KUNG ENGINEERING &SURVEYING; 0o EF AG -- .. :� PROPOSED TORM m I ° iE c o ( PLACE 4101A SOUTH TEXAS AVE \ \ \ \ PROPOSED FIRE z 520 POST OAK BLVD., BRYAN, TX 77802 \ \ \ T SEWER STUB OUT HYDRANT BY OTHERS o } ( ) G SUITE 850 (979) 846-6212 \ \\ \ \ 10' PUE (BY OTHERS) ( �v \ fO a,.. S HOUSTON, _TX 77027 \ \ \ \ \ \ 10533/46 ,' j"� I � ._- -267- rTj 00 I .PROPOSED \ 1S 1s\LOT 4, BLOCK 2 ELECTRIC LINE ; I 0.83 ACRES P�20JECT BENCH MARKS~ - _ _ /\ i . \ \ COLLEGE STATION MARKET PLACE \ \ ` ` ` --- I \ J 6647/207 TBM A ` _ ` ` ---_ S-8 S- I \ ZONED C-1 & OV SQUARE CHISELED INTO 10' PUE'" 15' REAR V `BACK OF CURB 1-� _� _ 10157/152 �4 SETBACK �" I F PRbP ED JUNCTION BOX ELEVATION: 269.15' / ` _ - "- 4 L{5'�/ 8 " (BY\ ERS) 20 10 0---,0... --- -2s 7 \ `TBM B COLLEGE STATION MARKET PLACE _� '�_ _ SCALE IN FEET \ SQUARE CHISELED INTO REMAINDER OF CALLED 5.643 ACRE ` BACK OF CURB TRACT 1 ' -- -264 ELEVATION: 270.76' 6647/207 _ _ -- _ - "- 263 ,c it En 2730 Longmire, Suite A College Station, Texas 77845 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KLING DLD JAB JPS 12-212 JULY 2012 THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF REVIEW ONLY UNDER THE AUTHORITY OF JOSEPH P. SCHULTZ P.E., LICENSE NO. 65889, ON JULY 10, 2012. IT IS NOT TO BE USED FOR BIDDING OR CONSTRUCTION PURPOSES. PRIMROSE SCHOOL PROJECT TOWER POINT SUBDIVISION - . PHASE 12 LOT >, BLOCK2 COLLEGE STATION, TX ENGINEER: SH 40 - WILLIAM D FITCH PK S II ARCHITECT: SCHULTZ ENGINEERING, LLC. CHILDREN'S DESIGN GROUP PO BOX 11995 Im 1114 EAGLES CREEK WAY COLLEGE STATION, TX 77842 ACWORTH, GA -30101 (979)764-3900 DEVELOPER: I' A NEW BUILDING FOR: I! �1MR�s' PR IMROSJ' SCHOOL FRANCHISING COMPANY ® 3660 CEDARCREST ROAD THESE DRAWINGS AND THE DESIGN REPRESENTED ACWORTH, GEORGIA 30101 HEREBY ARB THE EXCLUSIVE PROPERTY OF PRIXROSE COPYRIGHT © 2i 10 G F THESE DRAIN OTHER THAN FOR THE PRRODUCTFON OR OD g CT INTENDED WMHOUT THE EXPRESS WRITTEN CONSENT,OF SCHOOL -5 PRIMROSE SCHOOL FRANCHISING COMPANY PRrMROSE SCHOOL FRANCHISING Co. IS PROHIBITED. ANY UNAUTHORIZED USE WILL BE SUBJECT TO LEGAL ACTION. SCALE VERTICAL N/A HORIZONTAL 111=201 PLOTTING SCALE: 1:1 FILE NAME: 12-212 SHE 4® ,c it En 2730 Longmire, Suite A College Station, Texas 77845 979.764.3900 TBPE NO. 12327 SURVEYED DESIGNED DRAWN APPROVED JOB NO. DATE KLING DLD JAB JPS 12-212 JULY 2012 THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF REVIEW ONLY UNDER THE AUTHORITY OF JOSEPH P. SCHULTZ P.E., LICENSE NO. 65889, ON JULY 10, 2012. IT IS NOT TO BE USED FOR BIDDING OR CONSTRUCTION PURPOSES. PRIMROSE SCHOOL PROJECT TOWER POINT SUBDIVISION - . PHASE 12 LOT >, BLOCK2 COLLEGE STATION, TX ENGINEER: SH 40 - WILLIAM D FITCH PK S II ARCHITECT: SCHULTZ ENGINEERING, LLC. CHILDREN'S DESIGN GROUP PO BOX 11995 Im 1114 EAGLES CREEK WAY COLLEGE STATION, TX 77842 ACWORTH, GA -30101 (979)764-3900 DEVELOPER: I' A NEW BUILDING FOR: I! �1MR�s' PR IMROSJ' SCHOOL FRANCHISING COMPANY ® 3660 CEDARCREST ROAD THESE DRAWINGS AND THE DESIGN REPRESENTED ACWORTH, GEORGIA 30101 HEREBY ARB THE EXCLUSIVE PROPERTY OF PRIXROSE COPYRIGHT © 2i 10 G F THESE DRAIN OTHER THAN FOR THE PRRODUCTFON OR OD g CT INTENDED WMHOUT THE EXPRESS WRITTEN CONSENT,OF SCHOOL -5 PRIMROSE SCHOOL FRANCHISING COMPANY PRrMROSE SCHOOL FRANCHISING Co. IS PROHIBITED. ANY UNAUTHORIZED USE WILL BE SUBJECT TO LEGAL ACTION. SCALE VERTICAL N/A HORIZONTAL 111=201 PLOTTING SCALE: 1:1 FILE NAME: 12-212 SHE