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I _ ­' �,, : �, � I � , r : L r , , , I - " I : L I � L - I - I - � L � , __ I I I I � I I � � I L 1 I , r r I I - - - I . " L' I I I I L I I I r I I I I I I . I �� L ' . - ' I I I r I . � � I I tv i a <. t hti_ I ti i I � r. P ! _ I ol I r � C 1 a -. S r , U l r' , �, TYLOT 19' jv s C t � �. l y i _ I i COMMON AREA "B" PRIVATE DRAINAGE FACILITY 1.34 ACRES PLATTED rr 40w yOti• 7 15' WIDE E P U BLI C UTILITY EASFMFNT s v L 15 WIDE PUB UTILITY EASFMi 9 _sFS 1 I , th r _ � 3o 4 - 13 . .' _. P -. l 6 1 a J i. 10a , P Lor l1 (n „ 7 m _. c/ f -- -a Wi COMMONAREA 5 t _ zm , ! . a., w � t z 4 , I LOT 12 __- _ Vol. i f Y w l Y 9 y U 1 : I f V C� f I lP.U.E._ - _ \ 5 WIDE �0 LOT lo r I 20 WI 'P 1 DE PUBLIC UTILITY EASEMENT ! 4 6 I i + 10' WIDE PUBLIC \i UTILITY EASEMENT ICOMMON AREA #1 i 7` ------_--- VOL. 7594, PG. 10-1— J ._—l.. 7—s — — — — RA —I Ji A- — v 1 COMMON AREA "C" I PRIVATE DRAINAGE FACILITY 0.87 ACRE i PLATTED A ! I .` 1 25' FRONT `S CK , i r i �i f N N 04 25 .>. .m FRQNT S J x � K _ I. ! i ' rn v v.. I W a / W � W { W f i f , 1 f 0 ;o i W • {{ 25 FRONT ! ONT SETBA CK cn 25 tRONT S EiBAC �n m f K r� L I m i OT.9 N + 1 PECIFIC NOTES 1. PROJECT ID -l' IFICATI t PROJECT N �1 : CRESCENT POINTE TOWNHOUSES LOCATION: ,EA T END F EXISTING CRESCENT POINT PARKWAY LEGAL DEC IPTION: OT 3, BLOCK 3, CRESCENT POINTE PHASE '4 CO MON 'AREAS & A PORTION OFCOMMONAREA ' 7B' RES ENT POINTE PHASE 3 .W. COTT' SURVEY, A-49 0GE STATION,,;BRAZOS COUNTY, TEXAS 2. OWNER/APPLI 'ANT, IN R�, TION: DWS ' DEVEI, PMENT 1289 NOR'1 HA MITICHELL PARKWAY `BRYAN, It NS 7780 5 (979) 77§• 7209 CRESCENT. IOINTE N OLDI GS, INC. EMANUEL !tl OCKZIN JR., PRESIDENT 4500 CART' R CRE& PARKWAY, SUITE 101 BRYAN, TE;' S 7784 (979) 840. 8878 3. TOTAL SITE pEA: I6.0 AC ES 4. CURRENT ZOI' ING: I R— Mi LTI FAMILY RESIDENTIAL 5. CURRENT LAE USE V ANT ' 6. THE SUBJECT TRACT, I DESNOT LIE WITHIN THE 100 YEAR 'FLOODPLAIN ACCORDING TO''I E FLOC IN 3URANCE RATE MAP FOR BRAZOS COUNTY, TEXAS AND INCORPORATED (6 EAS; C MMU 41TY NO. 480083, PANEL NO. 0161C, MAP NO. 48041 CO 1161 C. 11: •FECTIV DAT'.: JULY 2, 1992. 7 SOME EASEMIi 4TS ;SH N JOT OF RECORD ARE TO BE RECORDED WITH THE CRESCENT POINT PHASE 4 NAL PLAT OR BY 'SEPARATE INSTRUMENT AS INDICATED. I i 8 BUILDING SET ET JACKS `S 0 W AlAR E PER CITY OF COLLEGE STATION 1 E ON UNIF ED DEVELOPMENT bl DINANCE ARTICLE 5. 9. THE INTENT ! t; THIS I LAN I. IS TO SHOW THE DETAILED LOCATION OF ELECTRIC FACILITIES AS PTVIDED IN G NERAL BY COLLEGE STATION UTILITIES. EXACT CONSTRUCTION T QUIREM NTS' SHALL BE AS INDICATED ON THE C.S.U. PLAN. 10. ALL 90' BEh+ S IN El ECT ICAL & COMMUNICATIONS CONDUIT TO BE 36" RADIUS SWEEPING 90'5. 11. KEY "NOTES; JDICATE. PROPOSED ITEMS TO BE FURNISHED AND 'INSTALLED BY SITE CONTRACT01 UNLES 0 1 ERWISE NOTED. 12. DIMENSIONS 2 REM UR D TO 'BACK OF CURB UNLESS'`OT R T OTHERWISE NOTED. 13. VERIZO N C01 MUNI CA ONS LINES TO BE DIRECT BUY & FO T R FOLLOW ELECTRIC ROUTING: 14. SUDDENLtNK COMMU CRT! NS LINES TO BE DIRECT BURY &FOLLOW ELECTRIC ' ROUTING. ! ! — — — — — �f 5 4 �f- 8 r `1" 4 10%° WIDE PU 'U BUC UTILITY EASEMENT �T }} 8 15' WIDE P.U.E� t 10' WIDE PUBLIC UTILITY: L 7594 PG . 10 10 W _ 4 -. , IDE P.U.E. � �� vnt _ozez`:: Intl' . . ; 111 1 . I I I I '11 I I ; Cry E1'�41 L TE1 LL 1'1 tEV TI Z N N PAVIN1.G 1 E1nP DETI'll IL 1.I'll1.I - rI zCID N u ,I w z � >- t R - c �E eLocK W _ _ .O • _ ,. > .. FfCTER . A_RfC w _ - `. :'." ry•rf,..b hUdbli aFihL_ t1tAYLY :AlI .) PEOui tN_Nu I •3'. TRANSVERSE SEREINFORCEMENT* _ Cn OT :_ 0 s.OVER. .. ... i Q • .. tA._ t41x.H D , OF..C-iRRARA^S .HAT A!F � � - AND S H i _- U YP I T k JO ' A R T E G JON : .:1, .. _ .:,I A WITH TRI - .... : '� _ .. v SEL JOINT MATERIAL AL - , .. __ _ I I I I � I � � , I � 4 BARS T )$ . C O C ::: D A.:, li t _. - .. _. R E Q Y _. _ r .M n - .. W a r ,1 :. 1 1 t - t ::.. -, r L .T R_ L C 1 YALU_..,�:T X7.. 71.A G. � 5KT . / a f :S• , -, L ,r 4 .. ,.. '' 1^, - , r:.. Jh � -,: .... - YP.. THAT P R T !! rr11 rr••�t// - .. .. JOINING _ � .. ', r. n. � � I F a '; - ... ; ✓ _. ..- .. .- Rlo-_ PCF'eHN.- B D..R6 rl : . a .. ?Rt•1 Lqt 1 [ ­­­.­,­. I 11-11-1 L"r .. k . r e - I 11F x 6 ,L �. _ xJ BAc _ ,_ .- .... a 0 PC i. i /- -: ". : " .. o a _ G C)F( _t LLaS I I 1d V ,dl . NY FILTER .., ' _:.... u .... : 1 - O. i._. ,.F RAMP` T T _ .. •, _ .i. , E'A..CO CURB RAt PS >Z O 5 _ _ -� . 4 : N L H RE S _ _ _ .� .. -. ARrt --�. I . , f •< AL F-av ,.T E,.,, .a _4 LONG Csir,1 TYPE 0 JOINT: _. ... .,.: -: a. >' ,. , ..... - ,. .. _.. SMALL E _ > SE _f � > , T , a. -.,.- � a IT cc , � .� . - Oi' � r t.tmD _ -ED EA„a .,L t_ Y WA AT T AR t - : ,.. ..it° .. _ MET KE Y PLATE D FORt D I 8 5 .L - ...... '. . _.. . �' '�'✓ .. - rpp 4 t -; ...fi -�S - - :. tHE CURB R,VAP AND Y, TH TFT. - 11' a t c s �, , 8 i .0 >•. '•„""'; .. ... - , : R .SIN _ .JJ ) / -: - -,,. ., ., _ LINE .. ,.. ,. TO 12r '.. r _.+ "-. " . E P sy - IV" t 05 t A.,.. 3_T "M.JtiTFI. PED :. -. . TY NDf_ _ 4 �. - .. , .., _._ . .. 1 ;, ::. TEE.PO4ARY..CE..1..E.>.4ROUN_.:�TORM-DRAtV$..•FE _.EO T,. DET+aH, RNDJCR F..:ER.oEDtL�NT LA.,.N.P.JNOFE :HE::PROTE...tOta x[t.uera / 1, . , - r / e .> n F rG t LONGITUDINAL I , s1U� t0- I LHAR.,L INTO` STOR.A . rJ LiNI FT OR CATCH 9.5a L O NT .EDthir,.tT TO aE7iLE t)A A R t_ C I - -: - �• r .: T __ . __�,. _RF C c# E - A . 1 _ z R .' - ITN, AND.IUU Y:: A A. , f. -, AHD: A it B Ltv . fC_'S S S .ti0 0£G DE TJU_. Ta O�rH£ IC. CO. OtT UMC. -: r � � '. t > SACS SHALL, E H J ( i H F - Y Y - T i R I 0 Y t THE >-L�O�a SI OPr .T TO nCF. fi LONGITUDINAL JOINS SHALL BE EOU ED NL 0 _ " / 1 t-: R P a K "ci T.. ICV F- I.. U A.i , _S'�'OR�I DRAIN INLET PI�:t?'�I'EGTIOI`�' � � �, +/ L _ - oAI D EAGaaHAt_ ETF E PLICED UPON R5 _ 0 ERf R CN _C Ac B_ LESS TH;r V. ON +4)Y / LONCITUDWALREIr50RCEMENT II - IN INTERSECTIONS DETAILED CENTERLINE OF THE PAVEMENT& TERSEC NS AS DE LEO � : - r r •. - '••- •- ��T �yfi P✓RTLN p _R JP On 'RPNS:, 0^ 1 x i. 4 BARS A7 t$ C..70 C. <.. : :: � � , .' � - - : �•----�--� _ - r t>aRPL 0� ✓ ✓?..ECT + i i _ - _ --1 fi /` , - _- _ - tY.e1� �)n� R t , ✓ TANGENT SECTIONS _ 1 1 r �•r•. 1 , SLOPE i i - e 1 2 oLUPE M.A. MINIMUM M ,.. � .t i3 ,.HALL R _ BE FL._ ✓ � � . YO.E ��':- 111 1 T t T J lXit. CG (T -".. - -..- .. _ : D t OF. S C Ci T ANC -" _ _< ' .. .. P P P7Y E _ _ I W TYPICAL JOINT & REINFORCEMENT LAYOUT ,`. _ .. �. T NF 'HAY EAL_a ARE. UoC.. T0. DCT.8Ji1',PNL.OR . 1TLP. -_ [tMEhT EAQE71 , ' A ,/ . J'7 V.f. Ea tTY. , I �-_ _,rpA,, , 1 -- t r t -;r 1 FF PR 7EC 01 OW5 Gih PIT TO T E R ". 0 yc 0 T ALL 5 E .,_ C rki0 .. r t � DOWEL, BAIR, _ . r 0 S RG t O, d l N TOR CATCH 5R. _ - 4 1 r .'" `'TO.Da>H E. N 0 a MOR t INLET .. B ,... ti _ �� ` � Sri: R_ M P SFJ -•._. V ES' ,A).. 1 DI F tiTH FOR CONCRETE PAVEMENT _ IN �� i . � JE _ � � I .-� _ r. _ f � YJDT � 'f - W AR ._ A ' . t ,P 9O.C. SMOOTH DOWEL B _ O H/ X PIJ N JOINT. MATERIAL T STA C4.9 T SEAL E P 510 E IAL :..-" _,. S. 3 0 :.:`) - ,,,., i -_ r ... i a x Nf / e + .' i. V1J::Ci. d / ' ' ..-'^" 1 a CO 7LD Y. t1E JT '�/4 0 X IS , 12 O.C. -: b . � AMETEK , tFG .. /. _ _ 1.v: j / I ) J _ r C_ �- y • (COATED W/H AVYGREASE) ., -.. RE _ CO EO E -/ : "': .. . : r -. GC,.TCdu_C FnDRiC -. r .. . 4 . - %' - ., 5... _.r.. �.. -...� ., u _ S k1E "50U• RE a. 4 C /� -1 - - 1 r i,/' Fo to _ L t .. , 1_ _ 1 *. : t 1 .... _ G sit)FWA. , 1 M r J .. -.+. ., .. .e - ..m.. 15/8 -r"... ... ./ -�. `r. .;.cTAL` T-PFrST .;. :.: / �-.� >-, +�+ •.D � ��,r _XISt . C �7REtT > ,/2 t .. E� D NON -EXTRUDING FILLER • , ..�.: � L' 1. t' $ a.Z?.il 7c .3i.RsL Y'W 3/4 •� JI 11 .'S.ACK OF . 11_ . , � FETA- � _.---"----- --- t.•g[,�9. . ,. . :'. i''r c { A AM : '. �' l1Bill1�.. �'7� �NG METAL OR PL S7 C CAP INSID DI ETEBE.t7J. � OR y}� 1'klVL . .. y7, y'� ;�•7�� i A - , i 1 1 I OF W 0 T E /GREATER IA1A T 0 D AR. CAP MUST � - : :: ��"' 1 S6 THAN DIAMETER DOWEL B U BE .: .. - /�.. LYlll'iE7f x-•+1111. C ��aa r = slJ ; ,t _. .. W RC V l71 �et'fr. h 6A:E .. YY1z.i.�111 t'AlY.L1.7 SJ A �_C:. 1 �: R S �.Ytl ih, �,�` TI A - o U1N: D C , ADDITION ALL _ _ ✓ _ ACCs 0 Y A MET KEY WAY PLATE .. C LONG ENOUbH TO COVER 2 OF OD rEl AND H VE STOP 50 END 1 ;' ^-_,.. '" .... .- - .. „.. 7`"` :.. DRIVE, -� ,..:. ✓ r, -:. '�` ,�TTIii EENTERE'TTO _ & ION NE E - EE F <.:.. _. .. _. _ ._ OF CAP IS i FROM END 0 BARN �A�F : ./. . I..... .-��9_1 370NE :IS -7.) BE -I. NTAL.EA ...- �17t- �i SLISE.L' l iLV 1.G._+ _ xp*�y'�SY y�� 1 �p� !f it 1° ✓ ./ aO AS 7] PFEVEN1 1 1 I ,�1 c� :- ./- I L76P 9C / _ 4 T Z PE" .,ON_.1RU..,T11V TRT. F.0 :-. _ ...... / „E 07 _.f LLE M t lC t 1 OI IT',, RO R t D O i l. r . r•wrl a ! JJ .CET U8L C ai _E , I �j q ���rI Q� CONSTRUCTION '''t TR '�("tTI. - N : j' I'j�j�T+ ... ::., :��- , � I :..:. EXPANSION ®N OIG l..fON� V l..i ® JOINT 1 XPANSION JOINTS AS A5 5HOt1N AND AT EXPANSION, 1 .. d H RADIUS .CUR EXPANSION V _E C AQ 5 POINT B EX VARIES E `- ' ....5lta,,RADE - : E�.O SON CO � AY.J DST I � NT.�.O �.?��'� CSI , JOINTS SHALL BE 60 CENTERS CURB F Rr 7 PA AT INTERVALS RADIUS POINTS. P. P.7. & OPPOSITE P.I.-S, '` l lY:1. " O BE CED 60 ER ALS L ALL ADI PO T C 5. S. `..�, •. CONTROL JOINTS H L E'AT-t0'CENT RS: :; . , .. _.. ... SEC -A V I ' V TYPE JOINT OL JON S 5 AL B E '� : ..... .: G ON ALL HORIZONTAL & VERTICAL CURVES B OW :: _. 1 ... .. : t 1 TYPE - : - E 0 JOWL ��yy�gg 44 1Vf73R :/1 E ly E d _CO U azT SI3LT OrrOlr , -. . ._. _..- - LONGt7UDiNA1 JT. a 90• .. . . K - , e .:: i try : :. 70 CH fRAD US. iTYP.) P : ORD O i :' FAvFNF I „ ,. ).,I 't.ONTROt':fA CI 11 - .. 1 r =.:F.S .Ffb_SF..URF ': ,a.. _ - ( P.> S -..:. - TY _ P W n,a ' _ �' 1fiSN .7.1_ T . B. OF.:rL.tER FA)3t'itG IO EX-Et,D .•' i, I, :. ". W I 11 _ _ -^. A 1 ... ktTO ,. �rJCH :'1hD'.SE.'.M1 ANCHORED . t a �, M .. r s R.� r aa�1TAn . , RTx, TYPE G JOINT ., ,. �/'. lye ��IIt�,,T� E11 , Rat AS}.•-.. :-fid ,. :. ; - t t _. _ H C.: xTEO' a E _ . sr '"f A AG E WITH A `.,,.a. D:b-APART S OR R EO FORMED. SEAL RADIUS POINTS .PND - ttITH J WT MA RI 0 TE aL 1. F- N U m CL M �t tV (V L0 O O O 04O N1-1 r. - MAX. DISTANCE OF ! P - ..L_1Y 2S' TD S' A. TCC -Or- - ' ARF :Jl �. ,"IFx' V ` 3 :1> " L _ x�. > the N t. G ...5 C _ I. aA. t FENCE A D E 1 I IN T R W R .� OI SEAL C NO EO D CURBS. � ,• , 300 ON P GENTS H ee .:- „ _ (( LOPE CR a „ T t0 _ , A� N o A � r V-6" b : H B.. a,•RE..» BY CG TP.U('710N SH t l A AT .t Y SALES BE r . ',. '. VK A4 -A',-, � � . S ACCUMULATE. r_IGN rEN,.0 : ' Oh U d ..: :blf+C SODUEL ✓. tT)•PJ-CHt d•!U r.T�RED W71_ .: .. _: R U°Aid _ OF J f ..Ot , T 7 \IF/ 7 / /vERTERAL NQrp .: v SLOPE CC .OU a c , 3/ 18 0 3 16 G NOM: rct B R f C.PG JTH 15..E Ate tS. ,.D, N t ARE R �, 1 C�.__,FCO _AS 7,E.E GRr,.. "x...d Lh 'E f LUVF. IS - - � e r I> PRE,E 1T �DCn SG{ WILL BE: REQUIRED- LAKED !•., A .. J C E 3/4 r i- L�'AAEASWFfERE EXISTING VEGETATION AN GRAS COVER _ F F AL E GVEE D SC E v i c N ^s NAtIT:._ ^ •1J ilk f r CR..•l1 'SHAI R . 5F.F ,INT I R^ �R - .G . 'ED CR •OC+O'cF WITHIN,44 .,. LE �P DAYS or BACK OF. CURB � A PR Y : T AS Y � . 7 ` - � O?Ri .-,..^�: • ., {jr _ HAVE .BEEN BARED CONSTRUCTION SHALL. BE ADEOU EL ., -- t _• .. < : 11 ,, ..:. - .->-.'�' :.. - LA5: ri,.-!.IRBINCE. :, - BLOCK SODDED OR HYDROMULCHED.AND WATERED UNTIL:.Ij 6•• Mlrl. R TYPE " - R Y V C D" INT G 0 FfH IS ESTABLtSHED.M DE ELOPED AREASWHERE GRASS JO c APPRO rED ELUSION CONTROL ME DUPES Nusl t£ " LE- -_� IS PRESENT• BLOCK SOD, YtIL1 8E REOl1RE0. BARED. AREAS . , , :. TYP TYP T..11 '. :. : E C J WT A FUTURE P E B JOINT- 0 DU JNG TtE NTI L ItiAr .k7 ! I A : SHALL BE D D R WITHIN i4 C AR A F A �. RI 4E:JCH "'F•- RE G t y.UN[N AC EO BY L EEE 0 SODDED ALEND 0 YS 0 EXTENSION OR ROP. - T h l T .:Gt 5 RU TIC 1 J� SPALL 5TA RI fLA'aC .UNTIL- ACCEPT PT t m o e AruL AST TUR AN '.I a AR t W. L DIS B CE 8 5. 8 O.0 E. .WORKITYP.! ' �, =YErC7471VE: GROWTH:1'• EoFABLIS}$D AFTER CONa ,UCTI:iR 75 1 . :;� `CCtAF'LFTE.ANO TI'ENiP,E}JDVCD.C3Y GGt1TftA(:T4ft '.APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED - E. DURING THE ENTIRE :. THAT :.HAS _ -. :` 1 - DURI E E t7E TIMET 7 BEE BARED` Y 1 N B e _ . tl tt1 ERi)yK)Fi CCkiTrdl.3L:kCP�J ..S yltt}t/Ls.yE:GL.."14.✓ CF TYPE B CONSTRUCTION: AND SHALL STAY W PLACE:UNTft ACCEPTABLE V : 1 . VEGETATIVE^GRO H.15ESTABLISHED'AFT R T .. ' :SILT Fa-Tt'R E EAY R,J.Y WT ER .CONST UC ION TS :' Ti'PL:� CAL JOINT LAYOUT T USILT:PENCE �EM�L� COMPLETE AN THEN REMOVED Y' TRA R. , OM LETE D E B CONTRACTOR. I CONTRACTION JOINT (1 ('t C y; ALE EROSION CONTROL MEASURES SHOULD B£'CLEANED VONCRETE INTERSECTION Or vpk I cy a9 :YK P�"�iS TRANSVERSE JOINTS SH B SPACED t ' NT R T CENTER - �: .._ ' � � �. E E 0 TS ALL E ED 5 CE E 0 CE TE SILT AFTER VERY RNN. E ST3-00` �.r. a b b P BACKFILL SHALL BE STRUCTURAL COMPACTED TO 98% STD. ASTM D-698 ALL STORM SEWER PIPE B K A 5. R EW WITH ._B C STANDARDS. CONTRACTOR MAY USE CEMENT STABILIZED SAND FOR ENTIRE, SIDEWALK SLOPE REQUIREMENTS O IN ACCORDANCE H / S A _ EA ;3 --- -' "SIT _.__EN O . a TRENCH ;DEPTH. S�lV�.-QO NOTES 1 vip.r ACE TI KiAT $CCT -. J ,' PEDESTRLAN FACILITIES GENERA_ NOTES h •• I. SI_E.1a17: PLACEMENT .SHALL BEIM 'ccoRravcE ddlTfi $i ::I C. Jt11Ft[C JCSIGF) GUIDCL7}CS. _ F•, LSH 3Rl•OM rate' :C• T'1 N TO .TOO: of D t DEEP R •� 'INTER.+�S. EX..,,�tOk JONT? ;_ ac'D.C. _ , RA ION -DINTS " .. C7 , QC �W�^� c /'� ,LRIIJUM ALLOWilBLE GROSS SLOFF ON SIOF59u8 ANI CARS RAup 15 2Z. 3 - :-W, -F TO k7 Y .�� Do N 1 cD Y t R I Ti1P E s.. C � 1 ,E AD,. -q.' W � CU! i1t T _ _. t RI'J'#A'f R" 7 X U . JUNCTION N ' ?a. E D E Air D c �i.e ri<� c. a Jvr C 1D X ETC.) Box, E C .� - F W x - C , �< r SAP', O. C A x E� O 1 0 C• nr 3^ u :ti :• 1 i Ca;U C.;: C!iNP _TES SIJ.,. G , - DE7E d JED 3Y P 0^_'OP COMP _ -_ •c� - C M., RiA•L N T_5 T :L �:�.CT f t 69 C I �1 - 3.7 A Et:S:TY AT � / MA 0 LEAS. O$ OF X1rAU4 DRY DENSITY AS D c- - - - ,Pili .. Pfir � - 0 T �•' A' � ,HALE. Q_ C ilr �^ MVM L4:ISTtfPi CO •Et1T - .. A , .LEN. `rEu �"'ri1 tr,{t`'•I - .`'r 4JEli if i). I I . -A _ _ . :C•D Wl ✓yF1L 4L ifs+�6iLLl fL7'' 1, if:_ 'C-tiii �'1 �1 �t1 N'ii SEAL WITH EYPA_VSIO�''I SO 71,417 T BID A' Or CURB. ._'_ THE ' i JUINI MATFRIAk •• I!! SmO0TH COV:D r GAR _'WiY. MEDIANS SHOULD W. DFSh?iFD TO PROV•DE An cS$iBLE P=SSAC,£ V_R:OR THROUCr THEM.- 1 P, A \ td?tanv B. � 9. -$, 0.. 1xr D` -- vnrrlFS-- 3,.1•' / Cl j / i L _ -Ep vi/HEAy'�' `' G 'I SEt �. i / MAY. d t -._ �._ t=r�-t. t , I T^ Y SEE NOTE A T Cr ��j 1 1 H:2\•EX'.};JDItiC FN.i FP,- 11 ARATF CUR? RAMP ANTI LAN7NGS FROM .ADJACEtrr SIO -WALK AID ANY OTIER ';LLTt!EN"S WIT'rl PRE14OLD OR BOARD JOINT OF 3/A•' UttL=SS OTHERWISE DTJCCTCt7 JY TIE. CNGWE;Z - ' �Jtl-UAY" 3" LONG ]/C'CAL OR rL.7,C CAP. INS _ - �/," 3.'ATFFr THAN DiAM TF.s OF, -.-0%';b. 1At47 't TO BPR. Mv. PC - ` T BEi '3 B^ 5 @ 77" OC.F.t?.04-`•i (:Wd'CKE:E •A BAzS ? lE` C C.E W. . 111,-NGIK- 3000 Psi CtP FLPe,. tiLOP: SHA! L NO; tXCLED 101 NEASI,IRED AL014C CURB L -ME. '--._. .._.. ".. _ ` - ca' THICK lA11.3 LONG E'.OVGFH TO COVER 2" OF DOV •V� HAVE S :F SO SLE FN15H NOTE ZND OF CA' IS r FROM EN; _•F EAR I J I -r- A �_ c.: x 5' tis E.;t y' g _ _ANDiNc. < �. t .m S �' ° ,1. 'a ID O OJ Q" -tR- o 1 ¢ is i SIBE�rVP.LIC E�iPJAN I IV *,`, ie®a1e% .: �F OF T �� p P. F 4'CONCRETE SIDEWALK & CONS'TRUC QN C: Wt i 1 ('.NO: 3 RESA2 ARCIUND FAVOR INSET DC7_-C7ABLE WARP?.\G PAVcF Wt .11 r - - rTlzu"c.-,Tz DOME SURFACE EXP tJ31C'N JOINT I StCddTAR DLD:.-...:IAL_CONr:A:+l, TO As Rcourco 1 + / - t AP:'i_IC-AP_LE SF`ECI{0.;ATIDtiS DE Fit:AiE t( X11 I1 YP1 4... Y j i : t -COh I •, JGtJT ?;;;'.i)S�RF r f- s ,.,_._ ___ "mss a -14 j i ,/ �.*.......... .............*..1 1 A A ALFRED A PAIN 1 AMBUI:ATORY RAMP W/ l 1A1 FLARED WiNGsI DETECTABLE WARNING PAVES O O -) sECTIVNA j ->� [Z LiAti mom,-.a+r. A I52.02 ---.--- . - . _.. .. I Si+4T 2-03 •mFr' \ = MOTE 4 i i I t . j •3 RADS G. 12 O.G. W.OF-+ '1:: 9a -DAY CONCRFTC ♦A EARS Q 18" OC.E.W. S R_%-, -3C0'3 p,i 1 SFF FNISH NOT 5' CONCRETE SIDEWALK 1 r , „SAW_ I VP ­TQ 2/1C., __\ FPt n JO. FObtL,). FJ'/N�JC.1 EP.IA.L 1.4N ICI - I _ � a.-0--,.+,-._.. frllo :-_a .:. i I.L z"'e•• R -,; \� III -c-._ 2s RAM -, : ,. _ --t V, -{ {� 1 ICI ' r _ _'. .. •'E` I.I -; Lift -- NOTE "A 'i A \!-`S IT SEE NOTE _ \ ,t t -?B -DAY CONCRETE SIDF- ,h T KT CONTR-N TI 1. 1'Si. 1V 1.:.. 10N il1V 's 3PRS o 12' O-C_c,W, . STREhG`H = 3000 psi 9i BidY3 6 I°" (f.C.E.4t.. i>.. '1 �93K .u.N.} I SE FPi6H NOTE W CONCRETE SIDEWALK i .. C O ,_! . C TE IDE SIDEWALK 1 �- SW 02 ',. _..... _ _' - _- _ ........ - .. ­-=­--- : _.:. I: z ' I 11 i �; � ..J1. _ - - - r 97221 , I - 97221 ! Jt'Ei3TaFLE GEV3RAL NOTES FOR v_-IEC1A�_t Wt•KNM7G5 - •-itiAWINt SURF -:. - a F -- 1. CURB :2Air 3 VUST CONTNN A D-TECIABL_ WA,RNINI .- .... ''-,? CO\$LSTs OF A15ED TRUFI"AT=D. D01.£tE.S ColA?LYWI vip.r ACE TI KiAT $CCT -. J ,' PEDESTRLAN FACILITIES GENERA_ NOTES O ) TcE' 3.RFACES. aR). REO r:e-'D..i.; 'tJS. STFJ17;ANO 1 I 3I i I Z. I - - : 3 :?TCN TRt*ICATEC )CMES N THE ?I:ECTK)N Or r, C: TP.AVF,i: Y.'P•EN tTtdTERIttG T -E STR_'cT ! ` - 5` LAN.' � ,.Ac-- OF STRIAN ���� m� UJI "It' 0 I I I 101' MA$:' .CURS "S"[3 .44EA-, ON 'SHEETS Z AJ* 4 NUICAIL ilii �W�^� c /'� ,LRIIJUM ALLOWilBLE GROSS SLOFF ON SIOF59u8 ANI CARS RAup 15 2Z. 1 t' ` iIiiiiiiiiiiiiiiiiiiiiiiiiiii _-!!� (;) . : IJP.B RAM'S WITH-SETUIRNED •L-Ims IJAY.GC U CD ±-_7' WHER PEDES F,V112 1. r MIC AL PLACEMENT ©F Di�TECT'ABLEMARNING 5. DFTFCTA8( .;:.<muG $LYF.M.E$ $!-ALL £t A MINIMI r-� i. L, DEP7:1 N THE O•KEC11JN OF PEU`slm,N TRAVEL.,' -. �77R�A p ('�•�T T �•wit�T Ary+. SME I. ACL' Y_. Lt11 DMG t'3.3 � 3 3tLrE A . EDGE I .FULL &DTH OF '` = CURB RA:;P r _: 014G W -=f; < OOLD, NOT NO�LALLY WALK ACROSS TILE MV..TDiER-''£CAUSE THE ADJACENT 15 PLANING OR OTHER NON-WALICWI 5LRPACF. OR PFCAUSE THE tiDE j-ErjA(';n IS SUL'S•r:Y(G''LL'Y tJr518UCitL-OTHFR'h`ISF,.P20YI7F F..4REF,. SAES. I �T�11 }-+-� -1. IiTIOYNA Ir7FORMATION ON CURB RAMP LOCATION. DE-3+'51.LIGHT -r:LECT•VE VALUE - - - _ 6.GE,ECT;RLf WAiCNNG S,CiF:.t�S SHALL KE LOCATE EDGE NEAR=ST THE. t:URB LINE PS A MWIVIA4 (,h IG - MAXIMIA4 cr 3C" FROM TFE [XT,1N5)ON OF THE F.AI: - -. DE;_CTABL'c WARW.G S:IPSA.CES MAY BE CURVE,? SO 71,417 T BID A' Or CURB. ._'_ THE 4 i � CORNF-R RADIUS- . -- dnt5ng - - I,- I ' _'WiY. MEDIANS SHOULD W. DFSh?iFD TO PROV•DE An cS$iBLE P=SSAC,£ V_R:OR THROUCr THEM.- ^�^� � -h�-1 - td?tanv B. � 9. '. RCSSV)ALK CIMEISIONS. CFtOSSW'� MAR ITNGS PAC) STOP BAR ::OCATQNS Sh:^LL BE . S GHCWN ELSEWHERE_ IN THE PLANS. AT WTERSECTIDN3 WHFRr CkOSSYJAIK PRh PCIS ARE Y:'1 HEULW.LJ, CUHd NALIPS SHA..L 9F NACNPP WITH THFOP.'TR-AL .ROS1WAI h•, Ufr AS. [Xrrt. U:BY !HL EY.I:EER. - .. X13TtNC FEATURES TrLAT COMPLY WITH -AS UPY P,_PAIN N PLACE :_14LESS Tl$ .VISE SHOW, OM THE PLANS. Z, ^Side fide �n sd4Ot 70 iT ICC17N �a�ono.n ,.o yP L,;a'aoe:aa w 10 ,.. '. -. HA110PALS ARE FIOi REOUI =D ON CURB RAKW--S. PROVIilF. LUT+ k?M-1 W-(L.'P•FVF';' " N r,cmiSrali h'OU)L CNO_-zE.S (P=NETRA7ES)A CL'R9. •; - -- ._ " I',- Fncr: of ' b' rrirr 1i - 11 ARATF CUR? RAMP ANTI LAN7NGS FROM .ADJACEtrr SIO -WALK AID ANY OTIER ';LLTt!EN"S WIT'rl PRE14OLD OR BOARD JOINT OF 3/A•' UttL=SS OTHERWISE DTJCCTCt7 JY TIE. CNGWE;Z - t4 12. PPOV4:E A SMOOTH IRAHSr iGN WHEkF. --F CuRR RAN.Pr; CON1IfC1 t0 THE 5IHEEr TICAL I'Ie1�CE�P�IT OF M E ,a'AALI+ i ARNiNG SURFACE ON SLOPING RAMP RUN S �2-01 i t - ........ ,. .. __..5.-. I I;N. i t FLPe,. tiLOP: SHA! L NO; tXCLED 101 NEASI,IRED AL014C CURB L -ME. '--._. .._.. ".. _ ` - 1 I. . .:. U i i I 12' -. : - I /'' I J I -r- A �_ c.: x 5' tis E.;t y' g _ _ANDiNc. < �. t .m S �' ° ,1. 'a ID O OJ Q" -tR- o 1 ¢ is i *,`, ie®a1e% .: �F OF T �� p P. F jIanmrq �_�' - C, tr o _-x`', j- I CI / 2 _ - - _,., 1 t• f 2 4` kiln 1 tI / f ':L\ I&TECTARM WARNING PAVL:R l and Us r(t fc>_ \\ W ' S FLAB£ 'k A 'rr _ �~ e!O SLOPE\ !," ' >< N MAXN r,r ( (_1 .YPiCAI.7 / .. 9 h t t ('.NO: 3 RESA2 ARCIUND FAVOR INSET DC7_-C7ABLE WARP?.\G PAVcF Wt .11 r - - rTlzu"c.-,Tz DOME SURFACE EXP tJ31C'N JOINT I StCddTAR DLD:.-...:IAL_CONr:A:+l, TO As Rcourco 1 + / - t AP:'i_IC-AP_LE SF`ECI{0.;ATIDtiS DE Fit:AiE t( X11 I1 YP1 4... Y j i : t -COh I •, JGtJT ?;;;'.i)S�RF r f- s ,.,_._ ___ "mss a -14 j i ,/ �.*.......... .............*..1 1 A A ALFRED A PAIN 1 AMBUI:ATORY RAMP W/ I: z ' I 11 i �; � ..J1. _ - - - r 97221 , I - 97221 ! Jt'Ei3TaFLE GEV3RAL NOTES FOR v_-IEC1A�_t Wt•KNM7G5 - •-itiAWINt SURF -:. - a F -- 1. CURB :2Air 3 VUST CONTNN A D-TECIABL_ WA,RNINI .- .... ''-,? CO\$LSTs OF A15ED TRUFI"AT=D. D01.£tE.S ColA?LYWI vip.r ACE TI KiAT $CCT -. J ,' PEDESTRLAN FACILITIES GENERA_ NOTES o)aL' - // =.fy Ot THE 1EXlS ACC'_557B1L:,Y STA\DARDS (- '� �,').. LANDING i ' >UPf N' -. M'Jyi I'UH1KP1.l Vr,, &LY vViTH PDJOx 11, � WLy.UC) r flE FL:v?E$ FlL4FkSH taA=:Y... BPOY 4 - z a ': ,.,__ •,,. -.. ..._..... J- •:::-anc,_r.i ) ._.. re. .::,a-,... :...:. ..... -1 --.1 ..... ..... ....:... ...__. _ .: --.L. . __.-._._:.t_._n[7F,�._!,C4.,..L�'ilt.".:;_S!Iss :'w..: ici.ir Sr'T. .T.O,:. i•:'. t +:o 4 cc ,/ rr i •* CON(IRFTF• I" FSS SPr('IF�EO Ft SEtVHERE lit 7H o • iJ0+0.90VVGva. ! A14D L"_AJA-t, ( : I nna7anonti' C.ananPr^ ([[ it 1 DATA Hearn I E 2. DETCCT?ULC 4414?d{d(r ,;U.t�"-V Ly t(USr cL SLIT' RE ---- �..... - t--..--•• •-. -NOS ALLOW.WATCR TO .4COt1bAVLt.:E,. ~•'� ) TcE' 3.RFACES. aR). REO r:e-'D..i.; 'tJS. STFJ17;ANO 1 I 3I i I Z. k,LL $LOPLS (4j1 `W.Y..Lm M ALLOWAFAF. THE t7AST POS�PLE SLOPE THAT WILL -TILL DRIN PRCPEP.LY S"GULD SE U:ED. AW.;ST CURB RAMMP LENGTH 0.7 GRADE SIDEWALKS r, Arr40 .WALL - - P i SID t o Du^tC T D - ... .. .. . _ _... ...,. ..._._: ._._ ...: .,..._.... .s....... _..,.... : _ -, .- . .. r1EI. ,G5 SHfLL & �+, ., k 5'L4MbtUlf. ::1TH A MAXU�FJ11 97 Si Orr N ANY C2E.T'ON. ANEUVERwG SFAL'E A THE =OTTC,M OF CI>� RAMPS SHALL B_ A kbi1kLtUk Or - - : 3 :?TCN TRt*ICATEC )CMES N THE ?I:ECTK)N Or r, C: TP.AVF,i: Y.'P•EN tTtdTERIttG T -E STR_'cT ! ` - 5` LAN.' � ,.Ac-- OF STRIAN ���� -'HE III 1, X 4' WHOLLY 'ONTAWCO L•pTIaN THE CR ;5WALK "AND. C'.SCLLY OVT.ADF PAPALLEL YCIkGJLHR TR..AVEL PATH. 101' MA$:' .CURS "S"[3 .44EA-, ON 'SHEETS Z AJ* 4 NUICAIL ilii h. ,LRIIJUM ALLOWilBLE GROSS SLOFF ON SIOF59u8 ANI CARS RAup 15 2Z. AFFRDXAi.47 L CAT:ON rU3 T'C OrTECASL ,AM. G . SURFACE ACE FOR EACH C(tP.'H PARI= TYPE : IJP.B RAM'S WITH-SETUIRNED •L-Ims IJAY.GC U CD ±-_7' WHER PEDES F,V112 1. r MIC AL PLACEMENT ©F Di�TECT'ABLEMARNING 5. DFTFCTA8( .;:.<muG $LYF.M.E$ $!-ALL £t A MINIMI r-� i. L, DEP7:1 N THE O•KEC11JN OF PEU`slm,N TRAVEL.,' -. �77R�A p ('�•�T T �•wit�T Ary+. SME I. ACL' Y_. Lt11 DMG t'3.3 � 3 3tLrE A . EDGE I .FULL &DTH OF '` = CURB RA:;P r _: 014G W -=f; 9 OF 2^' MIF=d_'E 0 EXTEND Tt•£ OOLD, NOT NO�LALLY WALK ACROSS TILE MV..TDiER-''£CAUSE THE ADJACENT 15 PLANING OR OTHER NON-WALICWI 5LRPACF. OR PFCAUSE THE tiDE j-ErjA(';n IS SUL'S•r:Y(G''LL'Y tJr518UCitL-OTHFR'h`ISF,.P20YI7F F..4REF,. SAES. _ PE-:STRLAV ACCESS ROUTE NTEnS '- STREET. -1. IiTIOYNA Ir7FORMATION ON CURB RAMP LOCATION. DE-3+'51.LIGHT -r:LECT•VE VALUE - - - _ 6.GE,ECT;RLf WAiCNNG S,CiF:.t�S SHALL KE LOCATE EDGE NEAR=ST THE. t:URB LINE PS A MWIVIA4 (,h IG - MAXIMIA4 cr 3C" FROM TFE [XT,1N5)ON OF THE F.AI: - -. DE;_CTABL'c WARW.G S:IPSA.CES MAY BE CURVE,? SO 71,417 T BID A' Or CURB. ._'_ THE - - '. "'(T� MAY BE FOUt•>ri 'LA THE CL.T,f,'rJvs GDI''Jt• OF 7HC T: XA$.ACCCSSH3A.ITY IANDARDS (-AS) 1,10 Mb -C f168.102. . I 0 SERVE AS A Pe'OESTRIP:1 RFr..G*' PRFA, JHF MkrlRi SHOULD BE A )/J:.AAUL'. CORNF-R RADIUS- . -- dnt5ng - ' _'WiY. MEDIANS SHOULD W. DFSh?iFD TO PROV•DE An cS$iBLE P=SSAC,£ V_R:OR THROUCr THEM.- c7, o 7 T 60T. MAiNTM'S „LIS; '.)' (P_'&F_IEU OEIECt61E n n - LSATC ALS. _ . / Detu'v.itble r ferny surface - - ,:_ tt•�.h,/ tDc Yet :o run pern7el t. r/ ti pe.,.a:ria'i travel): : F' .- Mar. , .` and USud .\ I I �q'sYo�ac)ro I td?tanv B. � 9. '. RCSSV)ALK CIMEISIONS. CFtOSSW'� MAR ITNGS PAC) STOP BAR ::OCATQNS Sh:^LL BE . S GHCWN ELSEWHERE_ IN THE PLANS. AT WTERSECTIDN3 WHFRr CkOSSYJAIK PRh PCIS ARE Y:'1 HEULW.LJ, CUHd NALIPS SHA..L 9F NACNPP WITH THFOP.'TR-AL .ROS1WAI h•, Ufr AS. [Xrrt. U:BY !HL EY.I:EER. - .. X13TtNC FEATURES TrLAT COMPLY WITH -AS UPY P,_PAIN N PLACE :_14LESS Tl$ .VISE SHOW, OM THE PLANS. Z, ^Side fide �n sd4Ot 70 iT ICC17N �a�ono.n ,.o yP L,;a'aoe:aa 10 ,.. '. -. HA110PALS ARE FIOi REOUI =D ON CURB RAKW--S. PROVIilF. LUT+ k?M-1 W-(L.'P•FVF';' " N r,cmiSrali h'OU)L CNO_-zE.S (P=NETRA7ES)A CL'R9. •; - -- ._ " I',- Fncr: of ' b' rrirr 1i 11 ARATF CUR? RAMP ANTI LAN7NGS FROM .ADJACEtrr SIO -WALK AID ANY OTIER ';LLTt!EN"S WIT'rl PRE14OLD OR BOARD JOINT OF 3/A•' UttL=SS OTHERWISE DTJCCTCt7 JY TIE. CNGWE;Z - - 12. PPOV4:E A SMOOTH IRAHSr iGN WHEkF. --F CuRR RAN.Pr; CON1IfC1 t0 THE 5IHEEr TICAL I'Ie1�CE�P�IT OF M E ,a'AALI+ i ARNiNG SURFACE ON SLOPING RAMP RUN S �2-01 i t - ........ ,. .. __..5.-. I I;N. i t FLPe,. tiLOP: SHA! L NO; tXCLED 101 NEASI,IRED AL014C CURB L -ME. '--._. .._.. ".. _ ` - 1 I. . .:. C.,ENFRAS".. NOTE ((PA'/Fi ) I 12' -. : - I /'' ". FURN;SH DETECTaBL YAFNN". rAVCR UNITS- MEETING t -L REOUREM=NTS 7F. 'ASTL C-936. C-33_ LAY .N A TWO BY VwO -r- A �_ c.: x 5' tis E.;t y' g _ _ANDiNc. < �. t .m S �' ° ,1. 'a ID O OJ Q" -tR- o 1 ¢ is i UNIT yAj'f,Ei iYc :It P! I CERN OR AS OtRFCTFI. LAY FULL•SiiE tAlrS FIT:' FOILOtVEO 0•iCL093(i:,UN!TS. COHSISTNC. ,,F AT L=ASY 25 P°?LENT OF A FULL UVIT, C;;T OF'FC7PRt c VtnkNlrn7 r+AttEN tIM S U51tiG' A POVtER Sx•V. : jIanmrq �_�' - C, tr o _-x`', j- I CI / 2 _ - - _,., 1 t• f 2 4` kiln 1 tI / f ':L\ I&TECTARM WARNING PAVL:R l and Us r(t fc>_ \\ W ' S FLAB£ 'k A 'rr _ �~ e!O SLOPE\ !," ' >< N MAXN r,r ( (_1 .YPiCAI.7 / I twon,le war ,,,r xi+h trun.)tei a zt•rlace tiy-^-; ie. �, 7pa "m fe : s ('.NO: 3 RESA2 ARCIUND FAVOR INSET DC7_-C7ABLE WARP?.\G PAVcF Wt .11 r - - rTlzu"c.-,Tz DOME SURFACE EXP tJ31C'N JOINT I StCddTAR DLD:.-...:IAL_CONr:A:+l, TO As Rcourco 1 + / - t AP:'i_IC-AP_LE SF`ECI{0.;ATIDtiS DE Fit:AiE t( X11 I1 YP1 4... Y j i : t -COh I •, JGtJT ?;;;'.i)S�RF r f- s ,.,_._ ___ "mss a -14 j t � 6* b �:..� Foce of ' (m,JCL) 4 RxAP t71Di}7 t YP:(:a-: i ewh r .� � " t'Y: k,PL7 TRUNCUED DOME, P ` - I -. - CURB RAMP i, F 7- curb TiR1V ��+' " 4 , ' V N1J .5.. 18" I R Nk A'. / : ... 78"a AX,• O`. CE:,YEF BOTH WAYS =LASS - CC•4CRETE - 5,�ALL CONFORM TO %511LiCABLE.SP£CIF!CA1l0N3 1 AMBUI:ATORY RAMP W/ l 1A1 FLARED WiNGsI DETECTABLE WARNING PAVES O O -) sECTIVNA I52.02 ---.--- . - . _.. .. I Si+4T 2-03 NOTE: j�; EES EET LP3 FOR P, ANT ! EGEND APD PCIN" CAU: ULATIONS „ 1t Federal copyright protection extending to derivati pe plans is applicable to intentional and unintentional inking :ments and provides for specific statutory damages both civil and criminal. Unauthorizedreproductionin any fo is strictly prohibited and forbidden. Cg pyright ©2 08 Drawing Tide: Landscape Plan — t J . f ?, .4 .. jj / f ',,.., l / j 7 _.. i (I, �+' ,`'..`--,-•---__-.,J _ ! 1 /( •J V ?.n r J ' f t r 713.22 .1700 : www.fippsar ec ure.com PROPOSED f 1 1004 Prairie, Suite 290 MONUMENT SIGN (SIZE 1 ' I M1 -~--� (Houston, Texas 77002 Y�� AS ALl D B CODE) 1 1 _ 1 r i Ma ENT SIGN ( f. �- _� 1 . SETBAC 0' FROM ' s` ,• - T' r+f R.O.W.) '... , v - Y �� , `• � � - 1 11 A E i ERGREEN DESIGN GROUP Landscape Design rs & Consultants Dallas (97 2) 980-9277 San Antonio (210)402-7399 Houston (7 3) 983-6144 519 11-1-3C, Ste 123 Rockwall, rX 75087 www.evergreen(lesigngroup.net F. \ 'f tT r J' _..., . .a. ...._... . Vit. , � ... .�. _ , 5 , 20 HESE 11 ABFM _ r i, a_ 7 CAAC Project: 3 JUSP.W — _ DWS Development, Inc. 15 ABFM -f- - - � - +_. : 14 HESERidgeway Townhouses at J a ,rf Crescent Point 11 ABF _ a ' 3 JUSP _ ,f e ° 20 ABFM 6 Unit ombl Io —1 4 POOL EQUIP ENT l . i n� n _ 13 JUSP a Crescent Pointe Parkway ` �... ._ I i _ I , ° ♦ 1 ) College Station, TX j 7784 ... ,:. •- .4.. .,_: _' ' `,' � 10 P.U.E.. i SHADE :. ;. • ' PH: 979 229-5118 r , _ STRUCTURE W �- I 5 CAAC W _ ° .. , . 13 HESE , .. r /: . .. >>U BAISS1ON E� SI N DATE E��. 4 CAAC it_ Plan Subml.tal 12.1 5:08 01 10 HESE 3JUWB I W , - 4 CAAC t : • 5 JUS P _ 7 JUSP U? POOH FENCE _: 9 JUSP 3 JUWB E —3JUWB RAMPS WITH HANDRAILS AS NEEDED ` ( ) '�.. 1 JU_WB � JUSP W -- 13JUSP _ 10 HESE ♦ 3 CAAC 4 CRAG- ... ; . n i � .SPA o r 20 P.U.E. POOL P.A. t. --w, J _ t . , �: ,,_- ' : ■ ... - n , - , , n 12 ABFM WATER WALLS o _SHADE STRUCTURE _.9 JUSP /l - � r ,> .: 16 NAGS ,. t RETAINING WALL 2.5 MAK ` t ! l 't ■ I 'w C o ,x 11 HESE ° a e 1 '- v.- .,`. : ... .,. ., /.. •.. 1. ., .. , , .. { ,... , S.f i , ... :. _. _ i v1 �':/ lay ,.... 0 HESE 'ttl- .t 1 1 .. \, • "ht -• ^, 2 a n n n *X, a e a t , t• -::.... ..,. , : • .' i -'a I ^''� , 0 a G 1 t• - k t t :'1 Y r• r V , i a + _ 7� A�, _ Twdj�NII&Okp SEAT PL"S'(TYP.) 10' P:U.E. f 2, TYPEA CLUSTER MAILBOXES > 1 2, TYPE 4 CLUSTER MAILB�S 6 HESE 6 HESEJ - 6 NESE 7 HESE _ 6'X 1.5 CONCRETE STEPPERS (TYP.)` 9`HESE 15 -AB -FM 5 ABFM _6 NAGS 5 ABFM - 9, NAGS F J 16 ABFM C�CAAC 6 NAGS S ABFM ( 6 NAGS 7 HESE,,\E. 11 HESE , 6 NAGS 15 ACMO 6 MESE i 15 ACMO 7 HESE CRESCENT. RIDGE DRIV-- ._. 15 ACMO 7 5 ABFM 6 NAGS" 21 ABFM 45 ACMO0jj �kb 4 15 ACMO nn R.O.W. ; � 1 ;: — ,, .; ::; R.O.W. U /ten ,..,- ... ,• r ... , V - __ - - - - — <7i{. -tel I `•-^t derivative plans is copyright prole 'din to p ' _ . _..-.-_ _ _... - Federal ction este I deri , / applicable to intentional and um ,entional infringements and l,� provides for specific statutory both civil and criminal. Unauthorized reprodu tion in any form is strictly Cly "" Cs C,�'�` prohibited and forbidden. Copyright'C 2008 _ Drawing Title: �Landscapei ( t I Plar I Projecl Status: J Review / Preliminary Pricing Set ' issue ate 11 /21/08 D yawn B Checked B s , y ;, RM i l PI o e..t Number. JL— ! _ _ -- h �! ear. _ a1■�! s ® 1 0' � 10' 20' 40' Scale: .- I ;} ,S _.. -7,'22'� . 6 cafe 1 241 DrawingNumber: I, I i I : i 'ERGREEN _- _ - 1- - HLI1 - - HALLbt: tMUVtU AI WILL BE ACCEPTED IF IT 15 ROOT BOUND. ,ALL ROO t WRAf'PiNG MA I tKiAL MAUI V SYN 1 LS S tt rtIVt I KA I IUN IN IV l tlt AVILL CSGIVVV ICit AVU.- Landscape Designrs & Consultants 980-9277 Antonio Sant 4 HIGH EARHEN WATERING BASIN. 3) 983-6144 519 IH -3(I, TIME OF PLANTING.' 5. ROLL THE SOD TO ENSUREGOOD CONTACT OFTHE QDS ROOT'SYSTEM NTH THE E SOiL UNDERNEATH. TX 75087 www.evergreeniiesigngroup.net 1 4: ALL `MATERIAL SHALL. CONFORM TO THE GUIDELINES ESTABLISHED BY THEAMERICAN ASSOCIATION OF NUR ERYMAN. RO TBALL DIA. 5 CRACKEDOR MUSHROOMED ROOTBALLS ARE NOT ACCEPTABLE.: 6 CALIPER FOR STANDARD(SINGLE TRUNK),TREES SHALL BE TAKEN ASFOLLOWS. SIX INCHES ABOVE THE HYDROMULCH(NG O ROLLED -TOP OP STEELEDGING PER PLANS. , I CALIPER AND TWELVE INCHES ABOVE THE NATURAL GRADE LINE FOR TREES UP TO -AND INCLUDING FOUR INCHES N I STAKING EXAMPLESPLAN VIEW) W) A IPER UNLESS SPECIFIED DIFFERENTLY ON THE .NATURAL GRADE LINE FOR TREES EXCEEDING FOUR INCHES INCL OLLOWS: 'THE HYDROMULCH MIX ER 1000 SF SHALL BE AS FOLLOWS- F � { ) 2 0 TAPERED STEEL STAKES. i : LAN PE PLAN: LANDSCAPE DSCA R WINTER MIX OCTOBER 1 MARCH 31 `. { ) . • NO . ES. 7. _ THEIR OVERALL PLANTED HEIGHT. E SUR BY H O L <: TIT NK TREES SHALL B MEASURED MULTI -TRUNK RU E 50# _CELLULOSE FIBER MULCH ' 3 O MULCH TYPE A ND DEPTH PER PLANS. 1 _. h SCARIFY ID SOF E � 0 PLANTING PIT PRIOR TO SETTING TREE. BERMUDA ED 2# UNHULLEDSE 2. E REMOVE XCE F THE R TBALL THAT S SOIL APPLIED ON TOP 0 00 A Y 2# ANNUAL RYE SEED -' 4 0 F WISH GRADE: • COVERS HE OT FLARE. THE PLANTING HOLE DEPTH SHALL BE PRODUCTSTE 15# `15-15-15 WA R SOLUBLE FERTILIZER n SUCH TH T TH N UNDISTURBED SOIL AND TH E ROOTBALL RESTS O U , • 4 5 R00 T F RE 1 N RADE. 21"-5" ABOVE FINISH G i. A F 7URED PRODUCTS WILL BE NEW. ALL M NU AC U SUMMER MIX APRIL 1 SEPTEMBER 30 (APRIL ) NOTES: THAT STAKES WILL IDE OF PLANTING BED: 1 EDGING SO BE ON INS 3. FO RiBO RE , SET TREE IN HOLE BEFORE REMOVING BOX. 2. TOPSOIL. A FRIABLE; LOAMY TOPSOIL OR SILTY SAND) MINIMAL CLAY CLODS ( ;50# CELLULOSE FIBER'MULCH INSTALL REMOVE IDE D BOTTOM AFTER VERIFYING PROPER PLANTING AN O 3. OIL,SAND PLANTING MIX. ANEQUAL PART MIXTURE OF TOPSOIL; SAND AND COMPOST. 2# HULLED BERMUDA SEEDLEVEL. 2)� I E: BOTTOM OF EDGING SHALL BE BURIED A MINIMUM OF 1 BELOW FINISH GRAD I: 4. . _ STARTER FERTILIZER. A 13.13.13 -RATIO WITH 25 /o SCU;,5 /o SULFUR,,2 /o IRON AND MICRONUTRIENTS. 15# '151515WATERSOLUBLEFERTILIZER '3 „ P F MULCH SHALL BE 1 LOWER THAN EDGING. TO O MUG AN TOP OF G � � 4. REM O VE LL NURSERY N STAKE AFTER PLANTING. R SE S 5. PRE -EMERGENT HERBICIDES: ANY GRANULAR, NON-,STAINING PREEMER ENT` HERBICIDE THAT IS LABELED FORTHE PREVAILING PREVAILING . RITRE FOR S O 3 CAL1ER ANDTREES 36BOX AND LARGER, US E ORNAMENTALS OR TURF IT WILL BE UTILIZED ON., -A PRE -EMERGENT HERBICIDE IS TO BEAPPLIED PERTHE WINDS .WINDS THREE AKE 0 EADMEN (A APPROPRIATE), EVENLY LABELED RATES. CLEAN UPMANUFACTURER'S I AROUND REEI IE"R E i 'ERGREEN DESIGN GROUP Landscape Designrs & Consultants Dallas (97?) 980-9277 Antonio Sant � 10 40..- 7399 2 ) Houston (7 3) 983-6144 519 IH -3(I, i Ste 123 Rockwall, TX 75087 www.evergreeniiesigngroup.net y rn � t ro. ``,`' ,, /. _ . ��.1 � . 11..1. � . � : 1, i�� -� ;l 11 _ .. 1.. � � � y~��r�r I�Y`� ( ._ ' _;--- _ ,�• ,..:, I ;� RETAINING WALL DATA WALL # - LENGTH TOP '=EL TOE EL HEIGHT RW -1 52.0' 282.92*- 81.74 279.10' 3.82'-2.64' RW -2 52.0' 281.74'-280.74 279.25 2.49-1.49' RW -3 52.0' 280.74'-280.00' 278.50' 2.24'-1.50' RW -4 92.3', 280:0' 277:50' 2.5' RW -5 30.3 1 280.0' 277:50' 2.5' RW -6 4.5' 280.0' 278:.00' 2.0' RW -7 104.84' 292.3' 288:80' 3.5' RW -8 28.08' 292.3'-291.78' 288:28' 4.02'-3.50' RW -9 13.78' 291:78'-291.88' 288:28' 4.60'-3.50' RW -10 6.0' - 291.88'-291.78' 288.57' 3.31'-3.21'' RW- T1_1 17.0' 291.78' 1 288.57'3.21' RW -12 1 23.07' 291.88'-292.50' 289.00' 1 2;88'-3.5' y rn � t ro. ``,`' ,, /. _ . ��.1 � . 11..1. � . � : 1, i�� -� ;l 11 _ .. 1.. � � � y~��r�r I�Y`� ( ._ ' _;--- _ ,�• ,..:, I ;� INLET DATA TOP `OF GRATE INLET NUMBER ELEVATION' DISTANCE ALONG PIPE' 1_'A/1 -8 292.15-892.05' O:0' 80' 2-A/2-8, .291.70'/191.65" 26.0'/31.Q' 3-A 3-B 291120' 291.15' .52.V/57.0' 290:70' 290:65'. 18.0'/83.0' 5-A 5-B 290.20' 290`:15' 104.0'/109.0' 6-A/6' B 289.75' 289.65' 130.0'/:138.0' 7-A/7=B :288.90'/288.75' 0.0',/5.0' 8-A/8:-=6 288.50',/288.35' 21.0'/26.0' 9 -A/9 -B 298.00'/287.85' r47.0'/52.0' 10-A 10-B 287.50'/287.35' 73.0'/78.0':' 11 -A/11 -B 287.00' 286,85' 99.0,/104.01 12-A 12-B 286.50.'/286.25 128.0'/142.0 y rn � t ro. ``,`' ,, /. _ . ��.1 � . 11..1. � . � : 1, i�� -� ;l 11 _ .. 1.. � � � y~��r�r I�Y`� ( ._ ' _;--- _ ,�• ,..:, I ;� A k , : : a ", ,. ;.. _tti •.<. , _.,... .. 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Q Nq r F Y 1 ' 6 C 57i r r 1 � ,r.T ArF.r _ ).R >a SOP Y TO F. ) __ w _ - _ Y T� { '/'� T► INLET PROTECTION , i R {R THE ....., r ST'OR1�I-_.11�l`f lY 1 •i'> h,/''� �'�r�� n T SHALL E EOU ED ONLY ON < D tii lM G v. LONGITUDINAL JOM S H B v r '<. i,. r , tt 60 P 1 OF F t .t N. -- ? B_ LE_s TH ON 1r 60 ._ ,60 _ : ; i AN , lA RCPL .tcb U OK 1 .5T _ G'Y ]. R GRA q / �:REINFORCEMENT!- _. .. S D BRCS a`f LL BE _ - - LONGITUDINAL.- .-... ��r g T N 0 v1P U + -'1 PG F: R 0 RAN. 1 -'T PAVEMENT & M INTERSECTIONS AS DE RILEF" - .: .. _..: - •, , CENTERLINE OF HE <5 ,. 4 ARS A 7 C.:TO C .',' �9P T 4 8 6 a3 71' PP9. ,, G ..T EC Y TAN NTS NS. t t i , ECTIO V 1 _ f 1 2 SLOPE MAX. .. .:.. . -777- MINIMUM 74 ..HALL BE .� .PROPERTY L. t 1 _ 4LXX?:> FJG IT ,:. .__.M E. ... ,.. 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P .. _ .� .,-: E�, A/. S.,�J� VA3VE TT�i1 XT FILLER TP _A4 -]B-, _ _`-`-'-- NON -EXTRUDING LE ..... .. . _ :, .... ..... 3Ap< OF.. Com, B WtNc G y� Lha P R PLASTIC CPP INSIDE DIAMETER BE 3 LONG MET O L DE 0 _ v 7 O E .. .... - . _ IDE - MME $ I{. AME LA'TORX / R DIAMETER OF C MUST E .. _ GD R.CIt1i. S WAI, €T 7 1 GREATER R THAN D ETER OOtYEI B M B `. -.. 6 E TE A , , ` ., <� :: r'�') ....,.... )RESS -:VJNH ... :lt{ � E � AD a hfA": ✓� o N 1 D METAL _ _ ET j�jj''EY:��rAY PLATE .. _. y �'+ LONG ENOUGH 70 COVER 2 OF DOWEL: AND HAVE STOP 50. END. .. ., : : ,, i.d !li ,LiSlSE°tJ 1 1ON f3✓N DRIVE,L3 NE... EE OF CAP 15 7"FROM ENO OF BAR.:.. :.. > : .:'`^•+.. ` - d . �+' : 11.!]J.T2S Al S Ll\liE 1. -ILY 1 L'.LSa7EMOi�t .-: . .. ... ...:. ... > ,,.� 3TONE:13T0 RC „TA'N7At\-FFi 1 1 / 00 > 7.. .PRE EN I _ _ 7 A -...: ON_ F _ Is F 'TYPE r > T U T R C G r 1 K d fd A.. t X 01 ITC, tt RO R I1C UD T. is .� _ E C I NOTE: D n r _' , - r A _ I 1 N _ 7 . rAG . J 3 t. ADJACENT T V6LIC ✓T _E v T I Q_ CONSTRUCTION DINT' X Y AND AT: _ EXPANSION ON OG \..IONS T EXPANSION JOMT5 A5 SHOV44 . XPANSION- ACH"RAOR)S:POINT_'CU E ,` v ARIE E RB 5EROSIONa , O >� A�, �}��' _ 5W_R I�d'T0 fJiG �: 7 A 60 R5.' CURB ' < i P T 6 INTERVALS & RADIUS POINTS P.C. 5 .T 5 OPPOSITE PJ . -S. JOINTS SHALL BE T CENTE SEC ZIT ,1 A TO BE SPACED 0 NTE ALS ALL l/5 .. . & _ & ON ALL HORIZONTAL rVERTICAL CURVES. 'S" TYP£_;T' .. J01 NT 0 ROL JOIN S SHALL AT`70• ENTERS. 7YpE .' �O$�:INSTRUCTION EXIT SILT .CONTROL a• : LONGITUDINAL MAL J T90- TO 0 90 0 CHORD OFRADIUS. TYPJ � rF \2 lAF.F.D..Y. jR0E Mrcf o+'UHv t , pp ., I F FABRIC 5E'S�FN7 LFrtxT to 1 �Fr5.. SFrF_a 3 T .) � y,ESH I -. METAL .• 5. r;a 8 OF F2TER r TD EXTEND , .. ,A. R' �•y, +H r . 7NT0 T JICi1 , .D At t]iORED !v5 Rc.ii• MAINTAIN 9E _ TYPEC JOINT AT ALL;. � , r _ : , ..: �d IH ACTED ,n F " ..__. SAWED OR f OR D 5 At _ er f E aCN ! E E E ,< - - 1- ... RADIUS POINT5 AND - ,.. (t' j i I I. SIDEWALF: PLA:Ek1ENvT SHALL BE iN CCOPOD NCE AITfI 43. Cb Uf&XD 9ESIGN GUIDELT1CS. cr-z CO (\J V 7 w CC.:?RACTICUV .;OWTS �, 4 O' T'E'' W zj l- 0 tj 2: . M OD 2 15 a, . - cu " - rd " 0 1 -9 I :12 x _j IL w I; W 1 , < w 1:� I -c d I 0 a_ I z I -c � 1� a - w t; I W , 0 1 � x '. a, I a, . S a I . r � w ,e - ; m 11 m I-) M _1 94 I - .. I m � 15 I cu co l­ cl _j � co c I 41 w r , 'a c . L'i , It , in - d �c IL , 11 I .1. .9 0 1 CL .l,' r- a, u 111 w L u 1.� , cl, 11 -a 11 m i _j Ix a ja � > 1 �2 I w 1,_ 11 cu w L4 7r, , 0 L CL . ,a c d _j e x U3 4" THICK, 5' WIDE REINFORCED CONCRETE SIDEWALK 1 (4) HANDICAP RAMP WITH INTEGRAL COLOR AND DETECTABLE WARNING, PER - ADA/TAS STANDARDS I , � 1/5\ 4" WIDE PARKING STRIPE PAINTED WHITE (TYP.) En �Iyj . . � I E PAVEMENT- PUBLIC INFRASTRUCTURE; SEE CONSTRUCTION PLANS 1-0 1 15 E SIDEWALK- PUBLIC INFRASTRUCTURE; SEE CONSTRUCTION PLANS z 11 ��CONCRETE WASHOUT AREA -CONTRACTOR TO REMOVE ALL WASTES PRIOR TO FINAL GRADING . 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R&,"151 I . 11 i � -.6 . ,,,��;­�, ,I,!'- _-.1 ,,!, 'r1m. i ,,, // N� , o I � � / I , I - , , 1, a -1ti", �", , " i i , I , � I , � �,,�, ,'� � -4t , " � I I � : -, J,�� , , ,'�- ,,- .­_ -,,-_` I I ,',*,�'iiyg , tr___ __ ........ � ". c I ,!,:"., , / / i`�111`1`1�111 I 11, I �'! ___.,____.,.,__ LEGAL DESCRIPTION: LOT 3, BLOCK 3, CRESCENT POINTE PHASE 4 1� ,,:', ] 11 ` 11,i,01 4 Y" I I i i 11 \ ­,N.'�, t, �� ,., I 11 , . - t, 1- � I ,. -:��`:,�l --- 41' , \ .11 `!N 11�",' I � I �� ___ I ,ir. 'm . COMMON AREAS & A PORTION OF COMMON AREA I- , ,� !'t, i- �/ � / , i ; ; I .- 6- . _� /, �,Y, ,� I 'I" _'�i� � " \\� /1. xtt�,% , . ". I , I I � 1, � , .. I � ." I i I _ " " L � '_1 ft,"ip"J '', .1, I/ : , ,I if : I 11 j t, t �__ " -,-- 'I, ., i I I I I I " ,,r,. / � I ! : I , . ,� I I ; I I -11, , , t�,,��11141��:,, �: , I � ` . � I , ­ � " -.1 I - I I , V I , � � ! I '_"" �,v; �!U'Att,' ,_,,v -,,v6, I , ,ff� t� 11 " � / I i , Ill 1, I � . '. - I I , I I 11 ) , I I -11, 11 � I I � ? . t 11 7 " ' I ; I i ;I i �, ": li,� I I � � � _�­ I ,,, I I " , �-,,- ,­�" ." -l"at 1 ;­$ 1 1 ��,' I COLLEGE STATION, BRAZOS COUNTY, TEXAS I ____ I � � . - " ,��1� I . 11 , " %0' J.W. SCOTT SURVEY, A 49 1 1 , �i,, '. . ­� I ! q I I � I 11 � � : I ! � I i . `B' CRESCENT POINTE PHASE 3 � "I I , ,,� ", � , `;1 , I 11 I ,", ',"� , i . �,,,�j",,,-,-,�,.,q, t ; , I., , ,o I lu I . _ ��,��'.. /,�,�j'I�� ' , , � I , - I , li " ` -i ­ "I " .1 ; I ! 11 I ; I ; i I I t I � � : � . I � ,t I I I ", ­,!�� I tf , I it . . .. I ., �., ( d I I A,t _. � i _� �,_ � ;�� I �' ! - � ! i � I ; I , R 1 '. i i , � I / �,,� " l � ; � V�-­11 �, 71 7.5' PRIVATE I I ; , i � � i q I i � " 1,�8�,,iiki5i, I, ��.1-4-,-,,"'�,'- i t I I � i 2. OWNER/APPLICANT INFORMATION: I -1-11 I I ti­,�,�I. 11'1�11TXW�`12 , ACCESS EASEME - / I / I I _1'11�;,�'.',_ . . ; I i , � � 11_,i,tc4 ,,,, I 1 '�. - ! 1. . ,!,"�-11"11'r � I � � � : I I , � .; 1 r4h I", � ; I � . 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I -, I ­ __11 /( � i I � , gr`..Ijt� "'A"111"i � i I w _ I � ,g. ,,vtltt�itii. i - -�: [,��,q' ��, � -1'1� _`Ztii. � 11 �. , JL "_ I 1�k I `K'IAIZ� , . ��X',,`�,,� � , �. ttii 11 I � � , " (979) 779-7209 1 �1.1� I 51"J" �,�,'��;""".��":""���,�,�l, .";� ,� / � I I / I 11 I 1:]`I`N�,!�,� li t I ! 1 ;, - I , :2 i , f, _-, ,7 . i � I i i "�', � m � � �.' : Z�.Z��,-,. -1 5' WIDE P.U.E. / I / I , I �P_ I, i � i t � z I I & - .6111i x �, In", , ."," - I ,­ I ; I :2 I " - PiAl��Ilgl­ I . ­,-,%jv1%, it, I - ", 11 ,,i?1Y'?1'1t1'1'1,�,"`_ , - 11 I I I �,,,Wl�11 � -- " ; ; I I � I I : . 0 i I -11, . ! � � I i i 0 i `� i�,*','j I ! ; i I t��.,� I I ! CRESCENT POINTE HOLDINGS, INC. ; , I � / : r I I ��,11 I - --'- w i%t,,j;,,­j,�'j ,,, f. , / I � i . � 0 I � - . 011--11 � I / i , ", I j z"��,�_ I , '_� � I ,I I ��,t;N ; � r- - / I I I : . 1. I i ; � � I mWVN,,l 5",,,,o"4%_ - I f " I . I a- �__ � � 11- � 1�1� � � "-��",,'�,�,,-��"'�%"',�,��,2,- ,,,,,,-, ; i i SCALE: ]"=20' � EMANUEL GLOCKZIN, JR., PRESIDENT 1­,�� � , 11 I I - - "�ittvP0,77m" - a -.* ., ,, ,, I / I J!"N'�_, / , i , , ,� ,�_ 4g� -� __­ / I i , I I i 4,�­l � I I "�, I �tg i - � 11 � I I i ; " - - I , � I I j � � 1 KWAY, SUITE 101 � �utlll �� �1, , / . ,;�,r �,:.,�il ; � ,�X/1`1 ,�z�z',"­L � I . I I ! � i ! :;t' 0 0 I r -, - I I � ! I I � �, . 11 " � mi_� -_ �� � I i I . BRYAN. TEXAS 77802 � I �,,�� 12 1 4, <z:__, I i i 4 v] I i-4. ­i�g� 41. ,"Y'I'�'�.,� I ckx—/ I g I I . I i _�3 . . i,777_1 — , ­ zz:;4 I--- [�,,, �,,',,�t �m7m"_ I / I i H �_ W af I � ,,� - ,, c , ", � / � , i '_ I " - _�� I t i I I I I . 1. I _ i �, Z_ : , � , I ` in w (979) 846-8878 . 11.�, . � , 1­� ,N�, j "" I I ,i�� �� I '1� I 14FI%i,Al� 1 1`*441 11111� , I 11 � ; I I i ! : i I � I . I ­�,�_,_ �*x�� 7 ; J a- , � � 'N 11-11-1-11,- ...... � I ­�� "�Ivl I I 1,,��,,I�,', it, . � i z��,-.�z_ ,, "o I. , i I ," . I �,�nl­, - / / I I �� I : I !, 11 i -1 1,1�1,j I I � . , ; - . . �j � � �,E / "'k,,"s ; *�­�,�t��:i, ; t I � - , ��,�' i`R,­`­ ' WIDE P.0 ! I i a � � IIIIIII-11,1-W �� �p�,7 1 / . ; i t I . I.- 11 ,� --- � . ��,%,-,,_ , ; , , � i ; � , ,,, -7- 1 : I I I ; � I � -.1"_ �� I ". � _ ..... . - '� � 11 I E ," (� I � . t �,�,�':'� " �., . 1 3. TOTAL SITE AREA: 6.04 ACRES , ", - __.- . - t ii I -11. ­­­ � �, � ��,,, I , � i w I �. m "' " ­ tj��,' I _x I 11 6t," 1 qi : I , t : _: i I I � - I _"., ... - - � * i v) , " " 1, ,,1_11111111,% , �, t I I i i . ,� �r 'f,�p I 1 , 12, '�"'? � "" � I - __ I 1, si, - _11" ___ *t f! I -, . 111 I (" , �77� ��_,� z_ 4�t.`,` :t#_ ,,,,, - , . ; � " 1;� � ,__',__ I I - 1 � I _,.,�� 11 ��i�,,�,, , , , m, � 7'_"'I,c��,, _� I � ; , I ! I " "� _ , I I t I 4. CURRENT ZONING: R-4 MULTI FAMILY RESIDENTIAL 1. " '� ��,-2,� ", ��__, I __ it� ! t I . �F,��,,,,,,' I " ", , " , -, '- ,I _­,ty�,-,, i � , I / -,j -,,i,,�-5' , ­;, I ; ai I �k'l_ x�,_;,­ ,-,-_, �, ­_ 11, � ; � : , -, I 4. I I 't ,!,'%'��-"' � 7� " , f � 1 5' WIDE P.U.E : i I � , �­l , 'ItT��,i,,g�, �i.:,��-,�,i`.!�N,"% ,�',:,,,7�_ _ . � ,,,,, - - " �,� -, ,1_111111��1111�1 I ig , �,,�,,,_ " , ,,,, - � / . ,��,,-��, �--tj � ;�I'j� I �' � ! I w j? ', ,,�� 'i '11�' 11�1'11_ I '��--,A,, ,-r�_Ls�� 1_7:�Z, 1 ; I I ti ',;!,,;� 'i � ; " P ,iiz,,� _,��r��-" '771.1111'116­�­ 1-1`1 " I ; t � � - :� I_— -1 - I I - I I I I ; ! � I � I ,4,f -, tt7,4- - , , "' I � "�",X"--,���,��,�.'�,,,,��,,,�.�""�",�m�",��,��,,�,,,,�,,��,�-,,,"�,-�,��,,,,,�,,�,�,�; i -t-, "I"".z ....... 1­t-1�,"'w 'p ... ��'.__ 11 , �i,�`,,W-i`,,,i I I � ! I I I i I i 4'/ " . , -_ " I ; ­ '�,/L, ,1,,11,, ,_ �1, , '-! ,�',,--,`,,`�;� __� .. I . : ,y �,, , . : i ; ; t :: , 111,�, � f i� I I 1 5. CURRENT LAND USE - VACANT ,� - - -.111- ,,,,;;"",_-,­, N, �,,A, �5 I "__1 ____,___...­. i , ._t, - 'L, - w , , �_ - I /6 � �t", L � i I 11 4 i I. 1, ,;,� I , , ��; lo, ��%Z,z___ �;�Im�';,,',17j,7.!,�,� I - I , 1,��:","���,L�',',-���,-,,i7,���l, ­`­/. � _7i _14,,�,�!�i -_. i 1 ""', " , � ! I � , V' ,M,�Iiilla`. �tl �,� � j :: I ; I -�,,,,��,,:�, "i't I I I � I � I I �1_�11_"$t11­'11­w­ - _­ _�_"_'�" - " I I of I , -n --, -� �,-.,�,,�`2 " ,­i,,!,,?',',�-,:-, I I I . 11 '�,'� �,-4��, ��r�, �­, -. ; i ! ! i "I i I , �­ i : � � I I r , - � .. 6. PROP SED USE & IMPROVEMENTS: LANDSCAPING, POOL, PARKING & RETAINING ii�'�!� " ­,,4'11�, �. I -"-"4���'ll-���,�i,�'lli��,�lif�;4"�1,114�.,��s,�ll,�3�,���,-"ellp�ll,1--trlli.� !�f�`,"I!y I I it, � ; I I 'i, _�," I .Ii� 1.11 -, - I _,�� , ", 1,"__,��i,i`11131 t,g"'�",'qp ,�-,""'f�%,IIi _L�*�'j I � i ! ­­ , 3t I ; ; i : � ;j., �(/����i,�,�,�,�,�,�,�,,�'�'�'�'�,�',�����i��"', 111R11`X*, �, �, .9 1-- __-1-____1 - ,�, - 'M"'I "'i" ...... . .�:� - < i M,,,,�',� lf*t- 16 , , �,o6 ,,r,. ,,,, , " , "�,, -_,-r '-- I � -�,%, _ �- ­­ ,_, : r_1 ........ ­_­,; , �,I? 1. ` � : L�, , I 6111 ! t I - ­ I I ,,��-,�­, _­�� � 't (.',L_-; I . ''I 1117�,,!�,,,,-�_., WALL IMPROVEMENTS '.."L Llil� . I . 1111­1'1111_11� ­_ , � ! r f � I I . - i ;; -1-ts -",,�,,�,."��l,,,�-�,�,i�'P,�,.N-�, i � i i I I -­'­ , I? F_-_1__-_ I ki� '�Ij'��"," ""t* ,;,t 11­1,1t��A!,W�P, 4"', h"", , i i : I L"::��':'-: --.W I I 11 I I 1,11,1:1i", _,i,'�;,i,�,, '­".'�'­ I ,�� � / . . I ­�­I�t,�;",��i­. ",­" 1`,M� � N f . ,;Zit'��.'12�--, &�I%t�,�,�'�' I 1 3 ; 1 : I ­�� 1­,j�;'tj ""'i-11,1­.-I-5,1�� I' �,�_"V�M I L :; : t ; I 6, I , .� i - ; I �.. -i6- � I ! I ',_ , , 1i - - 'i��- """', " " 5'! WIDE P.U.E. I ��;ti-''�.`�;? 1/11K "i", " - I __,� . �'A, , �, . ; N I I I �"",--,---,--",--,*-,---,--*--, "I , - 1- � �,�t,:tx�-,I­� � q � ; I I (D I . I I , _1>__1�i1__ ;', ',�, ��,,,,I_ _`1 , " - I I . I 0 i I ; 7. THE SUBJECT TRACT DOES NOT LIE WITHIN THE 100 YEAR FLOODPLAIN � I 111;�""i",".-�"I'����,�f,41k�.,,,,"��,�lI 2 i, � 1- ��"-l.11,�"-���ll,��ICI"-,-,7",� I 1; � I � 0 ilk i i �g i 1 I - ", �`,�, I , 4SW,";-!�, � �, " , : ! ; , "' " � � I w i - I ______1__.___1. . �, � I-— �, - ; , � ,1, ,-, � I ,_ --, U, , I M i77771ilii , m I z W ,�,� �.." I i i ,!'i"',-."�'i, , � �,,�,,�l--'i�'-","��'ll,flIrl-"���,�";."�r,�,'��,-�'I'�.1.1"'I -�-,�,',��"',,�,��, � . � I ! ; . I I'�i" 1�� �­­­­1 - ------ ­ ii i � i j� �r ;1,1,� �Q;IiI���! ", - m - D INSURANCE RATE MAP FOR BRAZOS COUNTY, TEXAS AND iiL,� . . 1 ��'.­;,_­ I � � , , ,, �: "", i a) i I . L-_---___- , 1-,-----.,...i t I � I i ! � � : , , , '_� H I ,A�;'�,1�7, I "'�;.w� ,- ,ii,p­,,,,�­,,t,,,, 1. � � � ! � � t, t.i�'�,�g�"g '17001� �­�)i�,*�,�' i 1, ... `�` '. I qi.trjr!�!,�ii��-71 % "7 - -, - "' /;; ,,.,,­,,­ , " it., ,!���,"-'��.,,"�,�,���-,,,'�',�, I !: 5 � I 0 i I _�,,�"`10�, � : L�w "Itt, � �­ "'AIA" lltl,�,;�, ,­-;%-,-�i,'p-',ti 0 �,x,it,�,,;g - -:' � , . I w I A I � " � i I I I I ' "" ' tt I """" A ` "" I I �t,-"��-,';,' 'I-, : INCORPORATED AREAS, COMMUNITY NO. 480083, PANEL NO. 0161C, MAP NO. , I ,0 _,_..____1_____._ 1 1 - i I �1�_ , �,� -- ,,,-��,�,'I­ ' , ,,,t'��,,.;,_',',,'� 11 ',:��, ­ I z ; i "I 11 i I I , 11 - L__._.______.__ � I - _ i �j , .; _� , 11 . . , - 0, , " I i I j"T 1i I , , ,_� I / j," 1, ____.___; E] ­­­­;=� ,�,,�-­­---­­r - ,� : j f f - i 'gr,'I'ti�,�z,,,,,�,' �, �, �11 J", I �,,-,�,�,�,�,��.�,,,��-��,��-��,i�-�"",I I — ; ! , - �, � I I gg-p, ", I - , , ! ..... . _______._____ - --- I �1.1 I 11 I '�'7�"""""""'!-',"i��-���-"�, �­,� 1"4' , I I I ,I , �' 'Ii� ,�,��--,-,'�,,,�,����--�-,,-,,,--,7�, � , ! I - ­� — 11 77�7W�-k -,,- -��,-�t,-��7-e, ��Illq L ,,, ltt�,`)11�', ,1�1 '11- --�:"",�'��,-�',���,L,'.,!,',-,'-�,', q�t.-,,7j -L.,_- 1! : i 48041CO161C. EFFECTIVE DATE: JULY 2, 1992. , , , ',/,,,�U'11�ili I", I - � -1 i .,�7V"N,T� , �, i 0 1 P//'?i,�,,O��,,, _77.1, _� 7,1/ I I � ­ ­,­ --� -� -,,V,I`,,,��,*� ,-''- " - I I _ , 77; -1111111T.11111 -11 j,,r."',,�,,1 r ;, ,,�­­,L'j'�tp�4z,6`�", ___ !:, f�'� i; 71,V," --, I . __ � I i ,,� um, ,, _,,,6� , �,',Ah,q�� 1 1 "T, , I I ; I I � -- - ­,�­­ - , ­ -I '_ - ­­ - A-, - 1�1�"M'111 "" "i"', "",':�",:, ,--j j I .,'!4� � ', , � I ! i i � " _ ­­ - _ ��,'11�1� "I'_,i ­� -, 77�� 1 � � 0 i , i __ I " ;z il .. . .. . Z , '­it,-�,,�V, �,;,,a�",,,',,-", ,� � ! t ,�� I 11 - I I � " �. �%i,!�,`,,,�: ,;-,. � I , i 1 : ", I ; ,- � - I SCALE: i 1 i)=201 � 5' WIDE P.U.E. , "�, I . I I 1.: - . , � I . . . . . 111.11.�,��,,���,��,"-�,���,',,',-,'���,�,��,'��,���""�-�,,�,��,,�'�,��-'�� -,�"" t,'-----_, "', ,,I,�,','�� , .. � '' i . �� "�', N�­­."L"l,""t­1 � " "­��' i ����".,.-.�,��,�,-,,�,�,,��,,�,�,.,,,,, _", R.- - . I ; 8. SOME EASEMENTS SHOWN NOT OF RECORD ARE TO BE RECORDED WITH THE I 6_ . i POOLAREA . i 0�0� __ - 77-1 �'. i � 7 '� � ��ll,�'i��,,�.�ll.-I'l�,,�;-,�izl:,-�,� I �,, _", j��, -,-,.,- - ;q, � I "" 1Z, �W, "�� ,�`,V"111' �,- I �',",,�:,,:g" � � , , �� " I ,,� _, -, I'll, I ", , I 11 � ,�,,��!,,,`,,' p ,,, I I I - I li, F, " �� .. ,1 . i �i.,. " ,�'i!,,�'­"­" "! 77� I I � I i ,I " `/ il w I � I . � . . � ,�,�,�,�,,�,'�""","�-",�;,�;-��'���"-'�,�'�'��",T��' I I - ,,,, , - _ �!Z,"" I �,,,',,��.�j � j CRESCENT POINTE PHASE 4 FINAL PLAT OR BY SEPARATE INSTRUMENT AS . : , FW� " t� _.,�-���'�',,,'�,�i!�,,�',�',,�,','.,,,,�,'�,,�������%,- "..­­ 7't�l'��'�_t"�I'_'­j ­_ I � ' 11,�. 1i .� � , , �- /. �, , �� ' FRONT SETBACK - Iii — '­��Ilj:�`, ,�, � �' ,�",.";�""�!�,,��,�,,,,�,��, ��,�"I'll�,��""I��-�,�"-,�.;�,�ii�-�;,�,�-�,','-�',�,�,�-��,� , "', 'N"', _ --, - / , � jlalrl 77,091.iiiiii. '�,'­_;'t'�i�r��i, . I , _ d I t I � I /;_� Z6 1 1 . i � I I z i ! ___1 ,.D 11 lc;.,! I ���,, A - , ,� -, - "' `� [;_�� -1 O' WIDE P.U.E. DRAWN BY: I DNS - Y _,.,.1111`t-"� I I �, I I i 11 IL ... V, .i I - 'L'�'i';',,'i�L'�";,:,'.1-7�,��.'-I-r,,�"���,, ,_ __ I - . .1 �, " N `�%V ,,'�-',�f,I� ,,,I-,t,��' 't? . I ',,_��"/' I I � ! 1,11/ \\" / � � � ii I . . I I - ��f!,i',,,��,r�,.",�,,�-�'�,'��-�,,,.,',"""""-"-,'�-.�'i'�,�""-,,�,"�,!;�,,,�';','�-,�-',',�",:�� � 11 " ­ 1, I'll 1 11 , � , ., � ­,�,�&i,,,'-'! I I -11 I I - "., 't, � ,'� , `- I " � -,�' I , " i ., �­11� ;,ct.��,�'! �, i INDICATED. 1�, ,,,,,,, , , -,�i /'I'X,t;',i,' � I�11'.,_ ,�,,-�%A -, Iii.'a I I � " 1-' ­ ��,, I I , I I , : I i I - , I - - , , " " - ,.1.4 - :1 �,-� �� I `��, ..� I " � � ; I , , _,�sil,'�,,,�i�, 5A1;N ". i � �,�,ji_ .1 I I ""'ti ,!�� , I � . t , I I 4���,,,,,��"ik��,,,����-Z,�,�,"��;--�,�'.-'-�i',-."",�"",:�""-"",,-,""��,���,�'��',,�,.,'��,�, _1111-,"'. ­ Lo , , , t I 1, ._t"i ,,;::t,!, I - T� . " I I . I i . , m�', - - : - , ,."� � , c , 'tt �'� . ,� , , - , J,i, �,%.�� t�,­tt,, I I - . � 11 ,: ,",,�,'j�r��_,�,,,,,,.,", . 1 A�,� ;�i . L��' [", " ��,�, I I AAP "'.", �­,%tt�, 7 , " . , � , t L, 1��' _ _,_ _, - oil , 1-1 , . - i , , ,��, " _ _ _, , 1�1 , I. � , ", . - - - it, 1;1'� '' _i,� t�­, � � ­ - , I I , ( I L'� __ F ­ 'r . . . � I "I ( I .. � 11 �,�, '11; , ! � .� .T - - � iti, — ,-� -`� ,-, � `tt�, -.� t% ',',�, � -,; � .... � - '' — , I ­, � ­';��, it: . i --i _,�,,,y � ­­ ",.","",�,-,,',,-�,,�,�,,-,,,,��, -,�,.",,��"1.�)'��,�.�',',,,',;', -,,',�,,i�",77r� ,;.", _`� 9. BUILDING SETBACKS SHOWN ARE PER CITY OF COLLEGE STATION UNIFIED 'Vftl�11_1'111 ___`�ii I it"w , . I �_ ') ­�. �, '', . . -, -, - , , , , I / I . t, � JR, ."ZIS"'i"U" 1,'flo� fl�,)-, , I L I ......... , __­­ ..... . , , ,�,�;'�,,'�',z",-�',,-.�,,,�,�i�,',i,','��,�-', , ., Ill' �,'I�', _�,� it -__-_-_7. -_____1_..__- -_-14-t 9 � "� - _ '' �t­ , - I I __ , I . ! I I ', , � . . . ��`,'.'t" . � ..i�6.",����,,,��:,.�,,,,,,,,�,, - " " � ­­ . _-____"c__, , � i --.-----.-,-"--..,-��-.,--�-":7 .. 1*�e"-t,,, ,_ �t n _1 . . I I - _", � , - �: !!! -7-7 wim ,�, �,­ , I " I 1111,'. P- -1 - ./ .1 , , , __ � ,_ t_ ,� � , ''I i �, -,,I-,--- 112/1 6/08 � O' WIDE P.U.E. . ____­_'__' , _­ __ ____,_,___`­__,_­__­_ F,_,__*_,_ I ..; (I lg� ,""�,�`;`,��:,,,ii�`-t " , _ ", , , _-, ,��,,:­_ , ,,-,-,,�,,i�'­V 1 ! � E7 E � - '",_�__i", 17 , ., ''.. - ., I 11, ,_,-,_.__',r,_ ; j,' i , - . I � � , , i 1. *;�,�­', , , - -, - . " i�', -1.1 :, �,�;��;�,, t i,�,` I -1, , I I DEVELOPMENT ORDINANCE ARTICLE 5. -, '11"I'l�'11"' - 1�111A"',­ '�, "I",_-.11�`11 -I,,,- -1" "I'l . � , (�) , - - _ -, 1, �� 77'', -1 - 11 . i �I � , , -, [_�, �, _ - , - lili�t� , , "I _-] I , DATE: , ��,��"1"--�r",�","i�""."-,"-�l; N _'__ _ , t_%, 11 �� 111­t�,,�,V �, I ____�_ I . A lifl I I I _ '' �, .� . �, ,. '181�,.'11�� .11" _"; �51' _�,,� �; , I ­­­ - 11, , "', . 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ALL 90* BENDS IN ELECTRICAL & COMMUNICATIONS CONDUIT TO BE 36" RADIUS 'It � .. .... �,, 2 ­_ .. ., A / - � k I i,I:1_, , I I 1 _.�.. - I iiiiiiiii" I 41"i'll , .,� I ­ I SWEEPING 90"S. //,/,�,;` � I I I . I 11 " t I . I � 1-____- ­_ I/ _____�z i � _� I ---*- - . \ '_ ' � _�_. / I I I � ; — .-_1___ ' , 3 _�, 11 ! _44,�_ i -) r-- � I � � � ______._._____ - 11; �, ....... * I I �� ' � � , "i; ..., 1, �� " I ______.__r%­f-`­ .l ­ ., , --.------7-----��-,.------.------V.---==,= ,,2i ,._­__­__,_______F_'g_ ­____'__­_, --.-----"---- ___­ ___ ------!,—, -------7----— -----------------7 ------ ­­­---­------­-- ------J- __!W-_-_-_ L-, � - -_�'_4 1 , . P-11 / i I I - p'-_ -:7 ­ __ ------. - � - _____ I I .. � , 1, I I I " i, . I I 1. _ - .----- =f_==_:z ____q_ __-1- - ______ ::=--- ,; . _t : I ­. - - 1. I I - I __ ­­­ --.-.,., ... _ ... - 9 ______ - ------ �,,�� �_. �� — _____ __­ - -=- � !, I . I ,� ­ / � ". ­ __ , � = - - - - I . j -- -------- - � 11 � � I I . 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KEY NOTES INDICATE PROPOSED ITEMS TO BE FURNISHED AND INSTAH ED BY ___ _..,_________,;7_5,-_ .-.-----. ____-_-1..__ - 1_._1.__________1---_ ._1_-___1__________._____ —.----.,— ___________ , ------------.- �,-----��---.----------------------- ____.___.__ . ....... -,--------.----,----,,-�,."--,-,----"-* - ------ - ___,__­"­­_,______ ___ ­ ____­_.___­ ­­­ -­­­-­-­ 1---- ______ I SHEET � 11111P I " '. � i 1� ! #'ry, I I I . � I I -1 I-- I -, I I 11 i 11" I SITE CONTRACTOR UNLESS OTHERWISE NOTED. 19 11 � I I -1 I I � � ,d-----.-7--------- � i Im i I I � i�, �,;` . I I � I . I I �� I _�:��:i%�_ f, I I � i � �_` �A 19 I I I I . f, . '.. ME== !: om � . I �­ I � � : --m . 13. DIMENSIONS ARE B UNLESS OTHERWISE NOTED. � I � I I I � I % I I � � .'_", I I : I . 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EX TC EXISTING TOP OF PAVEMENT ......................................... EX TP PROPOSED TOP OF WALL .............................................. TW PROPOSED TOP OF CURB .......................................... TC PROPOSED FLOWLINE.................................................... FL PROPOSED TOP OF PAVEMENT ..................................... TP NDS #1511 15" ROUND GRATE PROPOSED GROUND .................................................. GND PROPOSED GRADE BREAK ............................................... G$ PROPOSED BLDG FINISHED FLOOR ................................. FF TOP OF SIDEWALK........................................................... TS TOP OF GRATE................................................................. TG I', R 10' P.U.E. ROPOSED GRADE I �ROPOSED WAL i Av OF T�r-qiS tt E [STING GRADE00 s ALFRED A AINE v*** -*****-97221 t WOO f i olf ETAINING' NOT TO SCALE PERMEABLE SOIL KEYSTONE CAP UNIT � z 0o KEYSTONE STANDARD II h Of UNIT W UNIT DRAINAGE FILL a (3/4" CRUSHED o h g' ROCK OR STONE) x w Q V) IAL' 1"-i 1/4" -04 00 W. STD. t FINISHED GRADE o t w -AINED SOIiL °. i : 3 ;:_;,•, . SCALE: 1 "= 40 %CTED BG ADE 2000 PSI UNREINFORCED DRAWN BY: DNS STD. P OCTA R) CONCRETE LEVELING PAD FOUNDATION SOIL APPROVED BY: AAP DATE: 12/16/08 FILE: SI ;E PLAN fUAL IN TALL PER MANUFACTURERS SPECIFICATIONS. SHEET )ICAL GRAVITY WALL SECTION STA ARD II UNIT - 1 " SETBACK c3ml' IG LL OF I NOT TO SCALE INLET DATA RETAINING WALL DATA INLET NUMBER TOPOF 'GRATE ELEVATION DISTANCE ALONG PIPE 1 -A/1 -B 292.00'/291.85' HEIGHT 0.0'/5. op 2-A/2-13 291.50'/291.35' 279.10' 22.0'/30.0'. RW 3-A 3- B 291:00'' 290.85' 48.0'/56.0' 2.49-1:49' 47A/4-13, 290:50` 290.35' 74.0' 820" 5-A 5--6 290.00''289.85' 100.0' 108;0 6-A 6-B 289.50'/289.35' 2.5' 130.0'/l 38.0' 7-A/7-13 288.00'/287.85' 277.50' 0.0'/5.0" RW 8-A/8"13 287,50'Z287.35, 280.0' 22,0'/30.0' 1 2.0' --9-A/9--B 287,00'/286.85' 48.0'/56,0' >10 -A/10 -•B 286.50' 286:35' 78.0'/86.0': 11-A/ 11-B 286.00'/285 * 85* 100.0'/108.0 _ 12-A/12-5 285:50.'/285.20 132.0'/147.01 I', R 10' P.U.E. ROPOSED GRADE I �ROPOSED WAL i Av OF T�r-qiS tt E [STING GRADE00 s ALFRED A AINE v*** -*****-97221 t WOO f i olf ETAINING' NOT TO SCALE PERMEABLE SOIL KEYSTONE CAP UNIT � z 0o KEYSTONE STANDARD II h Of UNIT W UNIT DRAINAGE FILL a (3/4" CRUSHED o h g' ROCK OR STONE) x w Q V) IAL' 1"-i 1/4" -04 00 W. STD. t FINISHED GRADE o t w -AINED SOIiL °. i : 3 ;:_;,•, . SCALE: 1 "= 40 %CTED BG ADE 2000 PSI UNREINFORCED DRAWN BY: DNS STD. P OCTA R) CONCRETE LEVELING PAD FOUNDATION SOIL APPROVED BY: AAP DATE: 12/16/08 FILE: SI ;E PLAN fUAL IN TALL PER MANUFACTURERS SPECIFICATIONS. SHEET )ICAL GRAVITY WALL SECTION STA ARD II UNIT - 1 " SETBACK c3ml' IG LL OF I NOT TO SCALE RETAINING WALL DATA WAL # LENGTH TOP EL. TOE EL. HEIGHT 'RW 1 52.0' 282.92'-281.74' 279.10' 3.82'-2.64' RW 2 52.0' 281.74'-280.74' 279.25' 2.49-1:49' IRW 3 1 52.0' _ 280:74'-280.00' 278.50' 2.24'=JP0' RW 4 ! 92.3' 280.0' 277.50' 2.5' j RW 5 30.3 280.0' 277.50' 2.5' RW 6 4.5' 280.0' 278.00' 1 2.0' I', R 10' P.U.E. ROPOSED GRADE I �ROPOSED WAL i Av OF T�r-qiS tt E [STING GRADE00 s ALFRED A AINE v*** -*****-97221 t WOO f i olf ETAINING' NOT TO SCALE PERMEABLE SOIL KEYSTONE CAP UNIT � z 0o KEYSTONE STANDARD II h Of UNIT W UNIT DRAINAGE FILL a (3/4" CRUSHED o h g' ROCK OR STONE) x w Q V) IAL' 1"-i 1/4" -04 00 W. STD. t FINISHED GRADE o t w -AINED SOIiL °. i : 3 ;:_;,•, . SCALE: 1 "= 40 %CTED BG ADE 2000 PSI UNREINFORCED DRAWN BY: DNS STD. P OCTA R) CONCRETE LEVELING PAD FOUNDATION SOIL APPROVED BY: AAP DATE: 12/16/08 FILE: SI ;E PLAN fUAL IN TALL PER MANUFACTURERS SPECIFICATIONS. SHEET )ICAL GRAVITY WALL SECTION STA ARD II UNIT - 1 " SETBACK c3ml' IG LL OF I NOT TO SCALE f PAVING DETAILS TRANSVERSEREINFORCEMENT: - P 9t TYPE '•G•'. JOINT I/ •' SEAL WITH JOINT MATERIAL 8 R J 4 BARS AT 78" C TO C. _ _i 6" MIN. IS" C. TO C z' N TYPE "D" JOINT. METAL KEY WAY PLATE -/DEFORMED. TIE BARS - S `4 X 18", 18" D.C. TYPE I'Dtr LONGITUDINAL JOINT ONG N J LONGITUDINAL INT H B R QUIR Y N TH JO 5 SHALL E REQUIRED ONLY 0 E LONGITUDINAL REINFORCEMENT! E 60 - CENTERLINE OF THE PAVEMENT & W INTERSECTIONS ASDETAILED E-4 BARS AT 18" C. TO C. `f T � t TANGENT SECTIONS TYPICAL JOINT & REINFORCEMENT T LAYOUT FOR CONCRETE PAVEMENT V!/ XPAN N JOINT MATER SMOOTH DOWEL BAR SEAL E S10 0 IAL 3/4'• 0 X I8" 12" O.C. - 1J4"R 3/4" (COATED W/HEAVY GREASE) • 5-1/2" n. l4,. 3 6" MIN. NON-EX7RUDING FILLER - 3/4^ �' n - - 12" • 3" LONG METAL OR PLASTIC CAP INSIDE DIAMETER TO BE 1/16" / „ AN DIAMETER Of W AR. MUST ib GREATER TH 0 ETE DOWEL B CAP US BE H T COVER " F W AN HAVE P METAL KE WAY ' LONG ENOUG 0 CO E 2 0 DOWEL D H E STO SO END Y YYI'). PLATE OF CAP IS 1" FROM END OF BAR. TYPE "Gt► EXPANSION & CONSTRUCTIONXPA JOINT EXPANSION JOINTS AS SHOWN AND AT VARIES EACH RADIUS POINT. CURB EXPANSION - TO BE SPACED AT 60' INTERVALS & ALL RADIUS POINTS, P.C.'S, P.T.'S, & OPPOSITE P.I.-S, JOINTS SHALL BE. AT 60' CENTERS. CURB & ON ALL HORIZONTAL & VERTICAL CURVES - TYPE "B" NOWT CONTROL JOINTS 'SHALL . BE AT . 10' CENTERS. - TYPE "0" JOINT Q�rf' LONGITUDINAL JT. o 90• - C TO CHORD OF RADIUS. (TYP.I 1,_6,. - - (TVP-). \ W TYPE "GG' JOINT AT ALL SAWED FORMED, SEAL RADIUS- POINTS AND > WITH JOINT MATERIAL. MAX. DISTANCE OF SEALING NOT REO'D W CURBS 300' ON TANGENTS - /8" R 1/8"TO 3/16" - • :1 3-GENEItAI. NO'Y'ES.- . 3/4" ALL AREAS WHERE EXISTING VEGETATION AND G VEE N D GRASSCOVER CINDER BLOCK (•-•FILTER ?A -RIC ,pt COVER A '• : ,D . R ., 1#II FY L , Pfr' 7 .L .h u G r .r. 4 ) ,t r' I�• 5 _ o. ..J "BAS, :�-... w 1. ., ... _ r.. >. •-.. :g .t ---'.5�- -'F' �-" '- FILTER ✓ 'Y r- �, ` f A• RiC 3 i- .: � ...,s ... - ..--.«,..• ..•.,,:--�, ..�. , . - .. :}..,-•..4 '�S >L' ;,.f � : 4 .:,'. HAY BALE•i. ROCK. 51L R _ .-.•, .. ., r ,. . 4... ,•a`. fit. , . All METh_ t -Pas f---+.-•�.+•{ >y 'ND7E- rs.-cD'a To.MA,r7rAtN. r t• t AR !J' I t� 1+ t - Ef PORARY GE t..C... OU _ STORM DR 4145 :,RE _.,ED T� D£7rJY,.ANO/CR F:; ER SE7tkcNT (.«i.N P.JrtOFE HE PROTECTION At LUGS - � :•EDIRSErtT TO SL'7tLL •+tU'lU UtSCfiARCt INTO A STORM ^RAtrNiNiFi DR CATCH 3AS,tI- 4 T ' AND A' BE Uv IY-_SIST N AND MU '-' T Z T A. R •, , S SAGS Stt' L S td0 DEGRADE DUE O MON) E IC O T M-. •,L H C Di O o ^AFD SAGS SHALL BE REPL>r ED UOOQ )RST SIGN 4 OF )FAIORA71CN. 7Al\l DRAIN INLET NLE1 LgTP1lN .��rI_•wpcy -V0-E� *`MINIMUM 12' SHALL BE -Pu•_` -n r r,.• r'''- WIDT?I OF.S'TE ENT;i.atc_ HAY ARE 6 BALES E UnE., TO D[TPJId NG: P. T P ,tM' N7r H a L r ., _c E LADE r RUnOFF. 'Ek PROTEC7'O`. ALLOP.S SCDIhIZNT TO S^ -TLC PRIOR ; > 70 DISCHARGE iN"0 A STORM DRAIN INLET OR CATCH BASIR. 1, +^' $TRY R' MIN DEPT.= STCtfE - to #YAAtES G E r 3 `T 1tID 5 J'AMETCRs_!tP t i J ' n .' - 0 T .. 5 r CE_ CJ(., t -AB RIC RIC - O' - 5 - I J WIT, .SANE SOU .RE .- J -•�.�-'"� rU0 i alti:. [7 k.. 41711-1. T -P FT _0 O r .AV- _XLT C� STREET l' r y / i �•-:.hAY G _ C .1 ' VOTE: b' UIN. DRESS VI` t. ADCITi 4 - r" 7` ON •- E AS N E.EE': ''•-•,..,.,� �����,✓ -""-.---3'STONE IS., TO RC ;.iA'NTaI%'rfi ;,,' ! lJ•/ . 30 AS TD PFEVEN1 TRA -FC !3rwcxTILE RUM TRACKING I%PUD CIITt• rAGRt% ADJACENT PUBLIC STRUTS, EROSION CONTROL ALONG DITCHSECTIQN �=tl � 51t5GRADE ... , S eal CONSTRUCTION ,EXIT_SILI' CONrr'TRO•-02L - r•` L •i ,q{n'E 'AE Q r Y x /r FhSTF?IE G'-'0 1 •R,)h S H- I l �__.__.�_._,_. ^r---'- MNFNT CONTRD+ FAr,4RKI' F«ST`NrD `;i'•:tiR''(y ?:} . .POST 5 WIRE MESH h4 -T?! T•.'-45 r 8" OF rL17ER FABRIC TO EXTEND J+5- R, Z fJ, 70 t6A7iTAIN�'`'`• 1 X470 A :TRZNCH AND BE ANCHO.REG ,fi'CAT'�Ysr ,i �T r �+� _ cce -ED 6'APART WITH fi''XrA"CV 'SAGS F11, _X.a,.i-�t, 1Lt1 iV I b_CC•W 2.5' iO 5•«; TCC -or - /.. ARF A5 'A "8-'. Y.i�' tA" -(' t ;a rc•r SILT FENCE'P`DItxN ti, KL c+i.,,. t 1 ., VL.cta 1,N .Hlt Gt, •:a GDVL3 31'0 ` FC ^ M T Pf T :3E .+ f T 4 7 - NtAJL H..,.N F)r4Y HY .Cr STP,iA:'iR N SF)A. r T - A • "r AT = HAY CALFS BE _ . . E i..EL i ACOt#C; SLOPE 1CoOr F NC j e 1: ' LA5E0 1'd AiEAS OF ':: J 1 r HLC`C(<.SC0.ktEV DR -•• JaU%•1U:C1'ED ANl1�µr,iSP.CDU.\?I_ ALOE, :A.UPC CC OUT:.. 4T rc •^c CP,G H i5 F s afX tS. ' D IN i t N C£ _.,FEU A3? 1C L t•, : T I'll. C � . f LC i 5 PR t 7 j I E.E . , t;R..YCri SGi WtI.L DE RE LtIRED. DrR£D AREAs %w III IIIA/: ilk ■ w N-1 mm m a YI am 0 1-10 w♦/ >u BACK Of CURB T Y A t r F � ru t4 _ CF,C•U:10- IDI _.Y Y T N t- SFFr n G Sx . TiF •CO GR .0 t ^A R DDED Tlifil '�•. LEN_ A A HAVE 7 t� Qt's Dr E BEENBAREDBY CONSTRUCTION SH T ` ALL BE ADEQUATELY I S r _; 6" MIN. BLOCK SODDED OPNYDP,OMULCHED AND WATERED 'UNTIL LAS Br•NCF_.- TYPE '•D" JOINT GROWTH 15 -� T ESTABLISHED. iN DEVELOPED AREAS, :WHERE GR ASS - - t 7_ APPROVED EROSION GU t T 0_ L A.etRI, •'.UST E L WstrLLE ,.t LPE .B.JOINT TYPE .0 JOINT AT F T RE IS PRESE T.BLOCK SOD BE REQUIRED. RED.BARED AREAS EXTENSION OR AT PROP. SHALL 6ESEEDED OR SODDED WITHIN t4 CALENDAR DAYS OF 4 /4I, -4 NHDURING TI-IE_NTIKE."f"TtiiT«i- T 1: 11A, SCNQ•�D BY "4 BARS. t8"O.GE.W. -ALL STAY L1CCUNTIL AC;CPT:{d;C WORK (TY?. LAST DISTURBANCE >0" C4 STRVr, i AND c,F ` YC sC7A71VE GROWTH _LSrABUSHED FRYER COaS;:",+ia'n t5 r , i_C.taTR. t,T01.. APPROVED EROSION CONTROti+MEASURES MUST BE INSTALLED C.NI'LETE ANa'J THEN REI.iCt CT) •'TY - - TYPEii it DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY B 'CONSTRUCTION AND SHALL STAY W PLACE UNTIL ACCEPTABLE ALL CROSk31`1 LONTTNL NCri9%�5} S+IiD1A,i. HE Clc:.•d--r:+: i;F. JOINT TYPICAL JOINT IAYOliTAT VEGETATIVE GROWTH 15. ESTABLISHED. AFTER CONSTRUCTION 15 ��i `7c R E rFPAN- CONTRACTION COMPLETE AND THEN REMOVED BY CONTRACTOR. SILT " "NCE SEBL� J CONCRETE INTERSECTION ALL EROSION CONTROL MEASURES SHOULD DE CLEANED OF y ; TRANSVERSE JOINTS SHALL BE SPACED i5' CENTER TO CENTER -- STS"®® SILT AFTER EVERY .RAIN.It NOTE: TYPE '•G" EXPANSION JOINTS IN CURB & GUTTER SHALL BE SPACED AT A MAXIMUM DISTANCE OF 60' APART AND AT ALL RADIUS POINTS. P.T.S AND- P.C.•S. TYPE "B" CONTRACTION JOINTS W CURB & y GUTTER SHALL BE SPACED. AT A MAXIMUM DISTANCE OF 10'APART.. 24" - tz 1z^ / R /< R #4 BARS CONT6dll0U F• 40 3 CLEAR TYP. G ADeNG & 'DRAINAGE DETAILS 1 24" LAY DOWNCROSS Sitf, T, th GUTTER SECTION STORM SEWER NOTES i i . . Cn0 0 SLOPS _ FOLLOWING- Ot'E ' z _ SIDEWALK D,EJ av, STORM SEWER MATERIAL SHALL BE AS FOLLOWS FOR THE FOLLOWINGTNST0 S. .a. rR a Fs- T1.66 - REINFORCED T OO REINFORCED .r , 1t , ) CONCRETE PIPE.` RCP CLASS 111, 'AS C-76, S WPE 1 HIGH DENSITY POLYETHYLENE CORRUGATED PIPE W SMOOTH AL1NTERIOR AD _ N 72 WT WATER TIGHT _ .. CONCRETE FOR STRUCTURES (INLETS, CATCH BASINS JUNCTIONS, ECT.) MW 4000. PSI 28 DAY STRENGTH r r. _ 2 2. • , _• •,_ _ TRENCH BACKFILL SHALL BE COMPACTED TO AT -LEAST STANDARD D 698 `UNDER AREAS r r , (_ ) EA TO BE rHls cqE� NCi rA,t INT., a,,,t,L,I tJ;c44IAc_ RE.. J .',L -:TTS LiC`tfth MAY Hr KFLNJirtF f. PAVED„ -0R AT THE CONTRACTORS OPTION -CEMENT STABILIZED 'SAND_ BACKFILL MAY USED. ALL ` OTHER AREAS SHALL BE COMPACTED: TO AT LEAST 95% STANDARD (ASTM',D-698). TESTS ARE TO BE OUT WE C HE nFW& CONDUCTED EVERY 200',FOR `EVERY24 OF THICKNESS. BACKFILL MATERIAL TO BE PLACED IN 6 LIFTS. r' �•a''� fi'� '.. 3.A ,.. ALL STORM SEWER. FLOWLINES IN '& OUT ARE CALCULATED TO THE CENTER OF THE INLET BOX. n yn•- r, CONTRACTOR ':SHALL ADJUST FLOWLINES TO MATCH THE ,FACE OF THE INLET BOX. ,�` `)t.;, _ _ • . ,� �, .; • ._ d aI 111 ED IS TO USE SILT FENCING AROUND INLET AND JUNCTION BO SAND GRAVEL F 3 .,.,. .. :.. .• " _ti _ t' . PERMEABLE BAGS AROUND INLET BOXES (AS NESSECCARY TO PREVENT SEDIMENT FROM ENR 011- N a. yK ,.., , ,. STORM SEWER SYSTEM. PRIOR TO ACCEPTANCE OF PROJECT FOR SUBSTANTIAL -COMPLETION, _ CONTRACTOR IS TO CLEAN ALL STORM: SEWER FACILITIES OF SEDIMENT. Z?T 'Ta�D"R,' ALL STORM SEWER PIPE BACKFILL 'SHALL BE "STRUCTURAL" _j 5. " OMP R R L COMPACTED TO 98% STD. ` (ASTM D-698) IN ACCORDANCE WiTH B/CS STANDARDS. CONTRACTOR MAY USE 'CEMENT STABILIZED SAND FOR ENTIRE SIDEWALK SLOPE REQUIREMENTS a TRENCH DEPTH. NOTF S: _ i 3 SURI'ACC 1 3. WIn( SIXi �1. Tri .. 5; _RF ACES DARY, REO r, L -,NPr � ��S 1T yTND �RClS_ aLUF'C N -:J tC CxCxC, 1 Ok _t LE55 1HrN V " vH ANY I I. SI f: _ E 7.3L PLA'.. h ErtE R 5[drL L t•F RAtdP.t}R TR JYNVTNNd ' TO STTZR=CT z Ur W O J N PROPS3TY. LINE ••- ! ♦ TO 'IL TC z. ' J (V CC`.'-RACTION :OWTS : 4'13-C: t'' NG I ! mi OF ;'24' ,n7 EtifiE'r0 - E THE i _3 } Lu 00 S � � Vile. j lo z W Q a '0 I 2 FE MtX=a a i` i SLOPE L . . t 4 r. t; B �WQ its NOTF S: _ i 3 SURI'ACC 1 3. WIn( SIXi �1. Tri .. 5; _RF ACES DARY, REO r, L -,NPr � ��S 1T yTND �RClS_ aLUF'C N -:J tC CxCxC, 1 Ok _t LE55 1HrN V " vH ANY PEDESTRIAN FACILITIES GLNCRA_ NOTES c ht,t--,t OF'E� r`}'jt Mi YLti'J41 P•LLDWPaLF. THE [:AST POSF,tR:= rt 7('E THAT WILL- 'LLL QPt.K PRCPEP.LY-S�GIJLD BE USED. PALS- CURB RZMP L£NGTH DY GpADE �- tr'r.DA 1 SIDEWALKS AS CTC 7 _� D _ :....:...' -` AWAN S SH.4LL BE A. 5 k 31,11T -MUM WITH A MAX14J.i . / SiOFFIN AMIY . a�ELroN. I. SI f: _ E 7.3L PLA'.. h ErtE R 5[drL L t•F RAtdP.t}R TR JYNVTNNd ' TO STTZR=CT W r• i. IT) '' r � r 1 �3 C J(dr1LC JCStGF GUIDCLiNCS. PROPS3TY. LINE ••- ! ♦ TO 'IL TC .EO 1 f l CC`.'-RACTION :OWTS : 4'13-C: t'' NG I ! mi OF ;'24' ,n7 EtifiE'r0 - E THE i _3 tl.9 E l•IJANPIG $ EY l .' S)DE1Y. S � � Vile. f1. b c' ' i t CEN) To _N_ENALK rCP.1J<''nA'r (.�i-E'r BO.. CURB. Jur �T N - li (O COX, ETC-) 2 FE MtX=a a i` i SLOPE L . . t 4 r. t; B L _ [N 'F WITH 4 G i- CCVPAC..CN' CnMPACTED SU3.' BAC �^ t � i C •.0 ' 1- �.� AP4 0 - 'I C !63 -•'� ;COATED"W/HEAVY a- • c_ L - - - - _a'• s Fur. _ aG � r - r r O Yi T ,HALL D_ _ T>" �^:'r C w JV!d L4CISTlfr:E CO ENT L..rc 'ave;5��•�rt ,v' rt ..j ::LTM -.0 Oi 4-1) :yJri j7r L v I'r, 1 x _ IV[LI F,.R etir d:_ LcNG'Ct1 ti .,6J•. SEAL N1TN EXrANSIGN I Ly!'+ A L9Eli' 3, 917 J_4s S.tDJL.&Yrs K ,lOrNi 61«11f Rlr!1 Sr O 'TH D;v'r,=1 Jb B ULAT �jY�jp�� Ot\ f'rrrllYi P AT S1 RE ET INTEi S. ECTION & DRIVES j - - SW4-02 NOTF S: _ i 3 SURI'ACC 1 3. WIn( SIXi �1. Tri .. 5; _RF ACES DARY, REO r, L -,NPr � ��S 1T yTND )IAT 1 Y I i - 2 PEDESTRIAN FACILITIES GLNCRA_ NOTES c ht,t--,t OF'E� r`}'jt Mi YLti'J41 P•LLDWPaLF. THE [:AST POSF,tR:= rt 7('E THAT WILL- 'LLL QPt.K PRCPEP.LY-S�GIJLD BE USED. PALS- CURB RZMP L£NGTH DY GpADE �- tr'r.DA 1 SIDEWALKS AS CTC 7 _� D _ :....:...' -` AWAN S SH.4LL BE A. 5 k 31,11T -MUM WITH A MAX14J.i . / SiOFFIN AMIY . a�ELroN. I. SI f: _ E 7.3L PLA'.. h ErtE R 5[drL L r , �' P4 (. 0 11 .,C 0 W r• i. IT) '' r � r 1 �3 C J(dr1LC JCStGF GUIDCLiNCS. ^ Ftt. � :- t^ T • P.'. 1>r LSH 3 CGM rad�'I . ♦ TO 'IL TC .EO 1 m -VINTERVALS- VEEP 'IrJTER.sL S_ E}.. .•. •,.10., IORiTS oG '.C, CC`.'-RACTION :OWTS : 4'13-C: t'' NG I ! mi OF ;'24' ,n7 EtifiE'r0 - E THE i _3 � 'd.?Xt},tt!},1 rLLOi*nME C3OSS SLOP= ON SIDFt'IAIX AN] C.IRR Rtry rS =/. i - CURB RAMPS N1TH SETIA?NED C:•RL',S MAY 13C U.SiG a.. t' e/HERE PFDES7PJ4 ADCN.0 f1CT NO J,a_LY WALK ACROSS FSIC .iA1:=. Ei7HET? EE -CAUSE THE ADJACENT : SURFACE C PLANTMG OR 0Ti-1EF: r,(ON-'HAL(GH;, SURFaCF OR PFCAUSE THE ti UE APr'F1*3 SUL'S';:YTL'LLY Ur53RUC iLL OTNFP,Y,15E.PROv10F. F..AREr SIDES. : AQl t0 AL VIFORMATION ON CURB P.4.1' LOCATION,Dc •i`I-L1GHi :_ ECT -VE VALUE 3. D901FL W AFL! -:F TD PtlY C. c' (1 T _rE STR_C I4 . E a(}. b c' ' i t CEN) To _N_ENALK rCP.1J<''nA'r (.�i-E'r BO.. CURB. Jur �T N - li (O COX, ETC-) 'N.nH •3 v lc" HAPS A) tom'• o. . t 4 r. t; B 25 Oi ; `I:13up-' 4 G i- CCVPAC..CN' CnMPACTED SU3.' r 3E M.G'ER6•z } cJ. T A CEhS;TY AT ua - 0 LEAS• 9$/ CR X7t.N'd DRY OEN>ITY AS .0 DE7E F N _D 3 P ( TEST T.014 T_., a- • c_ L - - - - _a'• s Fur. _ aG � r - r r O Yi T ,HALL D_ _ T>" �^:'r C w JV!d L4CISTlfr:E CO ENT L..rc 'ave;5��•�rt ,v' rt ..j ::LTM -.0 Oi 4-1) :yJri j7r L v I'r, 1 x _ IV[LI F,.R etir d:_ LcNG'Ct1 ti .,6J•. SEAL N1TN EXrANSIGN I i ,lOrNi 61«11f Rlr!1 Sr O 'TH D;v'r,=1 Jb f:rNFRA1 HOTfS (FAYF};i) ,may j FURNISH DETECT45L: WAFt)N; =AVER SANIT" 14CCT94C ALL Rf pUIiEN_NTS OF aSTL: C-936. C-33, LAY IN A TWO EY TSO O.. EJ- W/H J VY AEE. UNIT GASKL I IYE & 'A I TERN OR AS rARFCTF F. 1 Na: n,h tiu "Re eur(ace \ Y i LAY FULL-SIZE tRtrS F1RS7 FOLLOWED BY CLO:JIPL UNITS cous STW; ;,F AT L_A"- 25 P=SCENT Or A FULL UNIT CUT DFTFCTARI E ViARPAHC, PA'dtk UNI 8 USWO A POWER SAW (`NO 3 REBAR AROUND PAYCR INSET 1 - 1 DCT: TABLE WARiA%G PAVER EXP NS-tV JOtNT rTRUNC £D DOME SURFACE FE >Jr ) A : i I r -i MCPTAR OED - VIAL_ COOL .7R .'. TO SCE F( A:zE' M'LICABLE 5PCCIFJF_ATIONS tYP' t•- cohTRO_ JO:N1 ?E; a1556LE IS Foce of _,TYPICAL) 4' RAID WIDTH I - (YP'rk i - ' cwh t t -rt AL: TRUNCATED DIDA lE CURB RAMP - ' curtr, •rt ai EPN T TYPICAL AMBU1l k'TORY RAMP Wl Ii.ARE:D %rING.S - - DETECTABLE ABLE WAITING PAVE; O SEE NOTE 4 \ r N1\ -EX :RJLNlEG Fill F.R-l �,_b-U % LONG )EYAL Oa PLAS T•C':CAP: I$8.1 CfQ 1 •3 BARS @ 72' OG.Y. AlCUN;'E_ :c %"q•' ."•:i: ATFi THPN mv.IiTF•T OF :'•(iB, L BAT? ICRP t :5T BE •4 BATS '.? 16` :, C.E :Y. :7.• 4- TH - 3mim)Pti lOt)G ENOUGH TO COVER 2" Or OOVtI _uND F4: iYAtrE 'TCP {f(SC k>td ' S?:_E FINISH NOTE OF CAP IS i" FROM EN: C•F BAR. SIDEWALK EKPAN;1 QN 4'CONCRETE SIDEWALK & CONS FRU�I r� l0N! I INT j �. F - I i :i'' D' mix, �vAA1E5-" i � - 'U-"'r%-rroc.•,� � Y �" �-- rk11E 4 3 RA.PSG i! 7a n AlCnrlF-.- .4O aF t r^ Yc Rti _ 3 P s A It r, c _ - _- -- - S.F t+ N N.7 - t5 3 5'. CONCRETED SI EW K i tL' SAY CR FUI•ftC'D.. va^TD �l1e•'-� SFAi -+ C;tFtt'�tJvr• e:.a.._--.>e._ra:(Es __� J(Xh A-EPJ:LI MN 11 :.F' NGTF 4 SEE NOTE \ 2,9-D4' C04'P p !1 i� 7�',,. •3 lAfts 0 12• 0-C.=,w, OR= 57 RCi.G TIT=3090 (,si IDN SIDE NALK CX_INTYS.�� N I •4 13. NIS 0 1?" 0.C_E:;/. 1 =ICK M.N ) SEZ FO SH NOTE W CONC ETE SIDEWALK CON RETE SIDEWALK ST I-02 z Q io .. . / JLILCTABLE GENERAL NOTES FOR WARNING S1.0-tz"i t1c I EG) n-P:E WAHr71r)GS -g � � : ' L CURG -;A}f a MUST CON'Alrl A D:TECTAE(F YlA, OF AMSED TRUN: A. O DOLES COLC4 ,,��J{II J --it1 th ([fi IEXt.,, L/_NDIHGi ! C_. SSLiS_:'f STA:tD 'DS yrr l / SUP.(N' M'JSt ''ViVIR.'+ I vPS.,ALLY WT1H PD,I 2+--ai1i J• ,,• INUC.'r. R, FLARES. FURNISH UA -:Y BROWN ..._. •-, - ... _ _:.b.. .:t.c:a..r:. 0000z,oc.,ror-n_v-ca.r raA,, + � .-.•,r .: .:nlfir.. ..... ... . .:. .: _:: _ - ... _.. .: ,._ _-..__` _ _._ a . . _ _ _ ` _ .. :...... �nF ," .��q. l L. 1v. F.'w!.; ;p.^,=: '._.,5.-'. G°7,:'.,'SE.r r� , CV-11rJTF, I" FSS SPFCFF0 F(SEWHERE Ifi t,n�pRnn np, %No USUAL < - Z DETC�- I'_DLC lYAi'NfiG ,"-,Cr��ArLS. uUSt c:. SLIT' r NOT fd:LDW WATCP t0 ACCtRaUi.A'_. i 3 SURI'ACC 1 3. WIn( SIXi �1. Tri .. 5; _RF ACES DARY, REO r, L -,NPr � ��S 1T yTND )IAT 1 Y I i - 2 PEDESTRIAN FACILITIES GLNCRA_ NOTES c ht,t--,t OF'E� r`}'jt Mi YLti'J41 P•LLDWPaLF. THE [:AST POSF,tR:= rt 7('E THAT WILL- 'LLL QPt.K PRCPEP.LY-S�GIJLD BE USED. PALS- CURB RZMP L£NGTH DY GpADE �- tr'r.DA 1 SIDEWALKS AS CTC 7 _� D _ :....:...' -` AWAN S SH.4LL BE A. 5 k 31,11T -MUM WITH A MAX14J.i . / SiOFFIN AMIY . a�ELroN. - 2 MANE'UVEFc4G SPACE AT T:+E :GTTOM OF C(JFS RAH."S 5HA.L BS A Mni/A;V OF 3. R ICH TPU`iCAT=C JCME5 N THE -D RECTION Of _ \ F, - ) 7P.AVFI. WHEN ENTERI\0 TrE SIR! --T - 8' MIN. IN `ESTRI!V 4'X 4' WHOLLY" i0i."AU+LO WITIRN THE Cr'.GSS*WALK AND W: CLLY CIJTaADF THE PARALLEL ZLO YAR TPgVEL PATH, • .` 10"Mt:•i, CURB E4V'O ., AREA',, ON =HEETS 3 AnD 4 QdUICA)L APPRUX ALIT[ LCC f6lll r0^ T -=C D£TECABLE SURFACE FOR EACH CURB RA,l'r TYPE. 7 J'T7tI{a L Ik C i t �kr D' t'+TA Ipi p NjI,�G r 9FABLE 5. DFTFCTAR( .. °:.4NI:N: StK .AUES SCALL ct A (, SLTR-ACEONIA_NMINGATSMET_EDGE FULL D 7HE^U:RcCiIUN OF PtU Rti+i-'dt Ii7V '•� FULL i4ID77J CrF CURB tY':tP .R :•NdDitdG Y -- PESESiRI d ACCESS ROUTE NTE a . S R ��� t'' NG I ! mi OF ;'24' ,n7 EtifiE'r0 - E THE i _3 4 5 alb iIHE d 'd.?Xt},tt!},1 rLLOi*nME C3OSS SLOP= ON SIDFt'IAIX AN] C.IRR Rtry rS =/. i - CURB RAMPS N1TH SETIA?NED C:•RL',S MAY 13C U.SiG a.. t' e/HERE PFDES7PJ4 ADCN.0 f1CT NO J,a_LY WALK ACROSS FSIC .iA1:=. Ei7HET? EE -CAUSE THE ADJACENT : SURFACE C PLANTMG OR 0Ti-1EF: r,(ON-'HAL(GH;, SURFaCF OR PFCAUSE THE ti UE APr'F1*3 SUL'S';:YTL'LLY Ur53RUC iLL OTNFP,Y,15E.PROv10F. F..AREr SIDES. : AQl t0 AL VIFORMATION ON CURB P.4.1' LOCATION,Dc •i`I-L1GHi :_ ECT -VE VALUE - -- --- 6_DE.EC:TA8LY_ WA:V&W 'J,Rt!•A0-S SHALL BF LCtC EDGE N=AR-ST THE :�JFB LINE F,, A YINV4UM C LIAXIMW Or 'x" FRCM T(•[ CXTLNSION OF T,,, -E _ c DET=CTABLZ WARNR',G SJRF.sCtS MAY BE CLFv CORNF-R RADtttS- arWin? - e - T;00T MAtNTAWS A LIE•..:i" CPSR-)'IEU PEILCt ri o MATt:ZALS. / D_ eduola vcutriny suriucv _ j •�! rOcn'os ;o rut pera9alto / /� p�.ies',rio't trgvci) r Mor. t and !laud '��6N-O tr4G74 a CC o6AV �Yt i r ,�=01O Zo . Side fk•e N'c R on nnq~f<Typ ccR oQ ,y ! V SO 7 W ANL, ,t O CURB. - :ATNF 1 W;d?):ISG TE 7:10 - 8 9 i I ISS" '`/TLIRE td.4Y BE FOU11,0 'N THE C:.Ff,°Wt WQr.- ,'tF THE T:�XAS AC,[5SIDLITY SYAM1UARUS t AS) AND i6 'AC 468 102. SFR'!E AS A PEO{STRMAN Rf. _G- :WFA, IHE MF,CIRA SHOCILD +E A 14,11'Um or .. Yi P£, MEams SNOUI.D Fm OFSIIk'JFD Tn PROV'DE A!: SS.bBLE P455AAF OV_R OR THFOIJC^ 'HEI.(. CPOVSWALK CIMS4MNS.CROSSNV&K IJAR0GS kV STOP BAR LOCATIONS Sh:ALL BE - Aa SHC'NN ELSEWHERE W TrE PLANS, AT INTERSECTIONS YtHFR CROSS,,VA1K FL-RhiNGS AK A T REUW1H 4CGRd VALIPS SHA..L 3F A.ICrFD WITH TwPP.=THAI_ CR0 S!;WAJ Kti. OF l5 (M!t!`.. U. BY !HL ENGINEER. EXISMC FEATURES ?-LnTCOMPLY WITH 'AS uY' A t IN PLACE _LESS t SHOWN O HEPWISE }LWN OCL THE PLANS, HMIDFA.LS =FE NOT P.EOUIRED OM CURB RAMPS. PROvi0f LU'tH j?.,ws w+. ;r.Fvr:. il� __ _ '•, UN !CC:,'E:SS1 E ROUIL '.NQ:SES (PENETRATES) A CL'P,9. 7777177777-- tt . L"FnCr, - of 6 rrin G i 11 317PARA.TF CURS PAIAP Miff LAV794G5 FPGA .ADJACE117 SID -WALK AND ANY OTICR ELEMEt-1-S WITH PREMOLD OR BOARD JOINT OF :•/4" UULESS OTHC7WI C DRECTCCJ OY TIE CNfIr:EC', -. - 12: PROVIOE A EVZOTY,'RAHSfTION WFT.W 7-F C-uRP, RAMPS GONNECt 10 11-11,SIREET } A h TYPICAL PLACEMENT OF I3�UTAAI.�. i ).. FLtY., SLOP: 7HrJ_L (d(l; tXGLCD 10!. (/EAS R.EC ALOJ 4: CVRB L.NE. RUN AR-NWG SURFACE ON SLOPING ! .AMPEs f:rNFRA1 HOTfS (FAYF};i) ,may j FURNISH DETECT45L: WAFt)N; =AVER SANIT" 14CCT94C ALL Rf pUIiEN_NTS OF aSTL: C-936. C-33, LAY IN A TWO EY TSO -_-- UNIT GASKL I IYE & 'A I TERN OR AS rARFCTF F. ' ( c - �•i ir• ,y 0 o .. C) 0 0 0 2�a (0 C 0 C. := . y F1 n kinz A ten : �` r and tls I<r f/ DETECTriBiE 1<T'_4R?VL?VG PAVER J A n r} SIDv Fl v �- A _. ra'X.:LOPE i '�. ;+T•, Na: n,h tiu "Re eur(ace \ Y r,1,1 . a(ye LAY FULL-SIZE tRtrS F1RS7 FOLLOWED BY CLO:JIPL UNITS cous STW; ;,F AT L_A"- 25 P=SCENT Or A FULL UNIT CUT DFTFCTARI E ViARPAHC, PA'dtk UNI 8 USWO A POWER SAW (`NO 3 REBAR AROUND PAYCR INSET 1 - 1 DCT: TABLE WARiA%G PAVER EXP NS-tV JOtNT rTRUNC £D DOME SURFACE FE >Jr ) A : i I r -i MCPTAR OED - VIAL_ COOL .7R .'. TO SCE F( A:zE' M'LICABLE 5PCCIFJF_ATIONS tYP' t•- cohTRO_ JO:N1 ?E; a1556LE IS Foce of _,TYPICAL) 4' RAID WIDTH I - (YP'rk i - ' cwh t t -rt AL: TRUNCATED DIDA lE CURB RAMP - `_��A'TN. L.. tlo, a R_=id2 A: J l 18" aeax,. O". CE::TER � BOTH WAYS - -LASS A CONCRETE - 5` LL COMFORM TO `MiC4BLE SPEC if!CA1iCN3 curtr, •rt ai EPN T TYPICAL AMBU1l k'TORY RAMP Wl Ii.ARE:D %rING.S - - DETECTABLE ABLE WAITING PAVE; O _ N).. sECTI©Nt1 A I I � . - /*z\ \0-/ 4" THICK, 5' WIDE REINFORCED CONCRETE SIDEWALK I I I # i � RAMP WITH INTEGRAL COLOR AND DETECTABLE WARNING, PER � A , � - I _1 , . !,,� � � I � I I I I I I I I � I I I I . I I I � I I . . (DHANDICAP ADA/TAS STANDARDS I � I I I 11 I I i � I I � I : I � I I I I I I I � I � I I I I I � . �� 4" WIDE PARKING STRIPE PAINTED WHITE (TYP.) 1. I U) I I , I I I I I � I : I � I I I I I � I I � I I � I ,� I I I ; j i I � E PAVEMENT- PUBLIC INFRASTRUCTURE; SEE CONSTRUCTION PLANS �, f? I , I � � I I I I I I I I I I I I I i I � I I 1 15 I 11 I . . I ii . I 11 1� I I I I I I I I I I � I I I I I � I � i � ; ! � I i E SIDEWALK- PUBLIC INFRASTRUCTURE; SEE CONSTRUCTION PLANS I z I I I I I I . I I I I 11 I � I . I I I . I I I � I I I I b�, "'', . . I . I . , , I , I . I ­,:, ,. I 1� ��CONCRETE WASHOUT AREA -CONTRACTOR TO REMOVE ALL WASTES PRIOR . I � I I I I � I ­ I I I I � � I I I I I i TO FINAL GRADING . . - � � I I i I . . I / i;U /I I � I , ��,�i l-, i I � / � , �; � , lil"("i ) 1 ( , il�,,�; - I I w ,I i 1 � / !- I I I � 1 1 1 1 � I I I I . � � g SHADED AREA (10'X18') I - I I � . I � I I I . 1.34 ACRES q� MAILBOX LOCATION (2) TYPE 4 CLUSTER MAILBOXES I I . I!, I i � � .��'. � t I � I I I � I 1 � I I I I 1 11 vcki- PLAXTED . co-, ��, I � 11 i ! 1 -1 1 (o , . I I Nz I � VG. I g I POOL FENCE (WROUGHT IRON) . i ! � 1,11ii, � I I � 1), . � I I I I I v 151) 1 .Q��S� &I � GRADING & DRAINAGE (REFER TO SHEET C3.1) � � l . I I 1 q� COMMON AREA "B" RETAINING WALL - HEIGHT VARIES -REFER TO GRADING PLAN' I I , I 1 � �, I "� 1i i''! ,� i � I I I I . I I I I I I � g 15" ADS N-12 WT (WATER TIGHT) STORM SEWER � I >_ I I I I I � � I � � � . I � q� 18" ADS N-12 WT (WATER TIGHT) STORM SEWER � �_ I I I I I I I ­ I I I I I - I � I I I I I . 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I i � "." — —, i — 11 'T ­__ ­ .. SUCH SCREENING ­ , -� : ,".'�' - --��-­ - --r--- - I.: � I I ­ I— - ----. J- I - W_ I � � . � , _ _ - - - I - IL PUBLIC RIGHT-OF-WAY OR RESIDEN11AL DISTRICT WITHIN 150' OF THE SUBJECT � I ` - / I , I �f?M,1'1 4M',7;"*,13_1_ :_ '' 11 1, - - ,,, /-,�y I I 1, 1 7 - E, ,,�,� "n"I"l- � ......'.... -A", I I I , , - , . � I � LOT, MEASURED FROM A POINT FIVE FEET ABOVE GRADE. 1-11.- �11­11 I 11, � -, .., - - 7:, -, ; ... ,- Ili I . � I "�;�,��'�,�-'�-.�,-,.,�"1".�,'� -1.11 I -_ �,__., 11 _,_., __ I l% r . , , ,','� y -P, " I a ---- r-1 ��­_ _�­�,z � ; I -_ '_ t . �p # c V,�',,, I . 3 1 � 1�e_ , kill_ I ­­ , �, I , _1__4 � �N­­_,_'­ ; . aw . . , I I I , � I -_ - __ _.- _ ill!g, I I I I - - I - , , � ,�� - - I _ I . - , ,-�g -4�,-,��,,m____,, ,,_,-, " , i .- , � �z4glil� - _ I � AV * I � . �e� , I , -� � ., I . / I ; I I 11 -1 - - � , fr.�] ____711 .... _ ! m _.- , __ _ . 11 � . I ,-.,7",�'k , ,-,7 1 X , 1, - . I ie�,a� I / 41 � � , �,�'­ , ,:. � .. -1 # ,�, u SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE AND SCAI F TO , i , - , . & " . I � I I / , / � ;,, � �U-; � , " j _-----,, .. - + ­ . � , I 1,t� 4'i"i _) I I `:­ �__­_ o -, , 1 1 1 , +___ ___ � f ... _ , ­_ " ! -, f . , , - I I ,�, " I i ,-5, ,_­ _" - - . . I'll. - - _j__ -----, �t : ,F -* - f 1A I " "I" �ilgk - I I I 11 t 1, ; , I �, i�' �"4,�,�,,�,,,, ,�,,i � I , - -_ ILI MAINTAIN A UNIFIED APPEARANCE. I � I I I ,:., I � I I / 11 I I . 1­1���," ", , ?, i, , '11--j - . I % !� ; I , ,��,,, I I / I I � �, n _; " , --__��,�.-__-'T_ �/' ,__­ I I � l� ­­,_ . -*. - �, _v 5' WIDE P.U.E, .1 � , ,� "_,�, - 1'� - i ­_ I . - , ------------------ I � I , � .. . ... - '�' _ '7: __ I / --",*I'---- I . ........ t:.y , � . I I . � 14 � 0 , I I ___* :, -- -,:- `� ,,, �, . _� W ­­­ . I ,1� "' 1�.,,�` M'r , _�' " I I , , ­ , , , , 7c�� `111,_�, 0 j - ­ .1 � I . I I 1 1__-_7 "I" -1 ... ­:_:_ __­_ i ,-.i . � � .- f I I I + q,5% ­-� ,,,�,,',�-,-""�,��,�,�'��,�+,',,r �,",-";��",�,i < . I I � I I " � 1 1 'I . , I __ op � � � I ­­_ I � i3ty'. , , 1, ,, a -.`�- -i�_ _,,� _. _ ­­ � ! I .7�, �1­1y,; - . � -, I I I I -;. 1, , W, , . " I . I � -..:, - . 0 ".", - , ­-'­;,4� gvj Z,A I I . - I I I I 4 I I t�_f,,, ,�,, ­, -- ,-­,�_ ­­ I i I � \ - - f ;# ... . . .. ..- .... . I "'. , p- '­'�A ,,�", I l . I _­- _-_::�,­ __ � - 0 ALFRED A PAINE io . � � i I - , '' � " !�,,-> _­ " - _ - .......... .10 ­��:­ I � / * '_ 11 _____ � � � Jo I I ___ I I I I " I I I 11 . e I I I I . I � I I 4 "�,-"-�Z�ZI-�,�'I'll�".!""�,,-'��!!i-""��""�,,,, ,,�',,"",6K� ­­­­,, , , I I 1.1--_- � ­ -­_ � 1. i ; � I--,' i � - I .1 I '. I I . �, " _/ - - _ - ` �, - I : . I _�. , "I I,/ I'' , .,I'- ­­ : -, � I � f . ov m 1. I I I W : " I I / ! I ��,�'Nll,*�_� t - � ;___*._! ; " I . . . I ,. . . I " �. � / , ---- --,.- - �- - ­:-- -_ - , I - - ----- � I I I _j -, I . I ,1��', - " , / � I � 11 ) ­if_­��q i i 9 972,21 � sy - I I I I I %�� " - , . I i I � - � . . 00 �� ,,I I �� I . �:__ - \, .. " I , � � 0 11 ; I I � I I 11 I __­ > �, ��, & _, + - � I I I 11 I I I / . �, "a", I 11 .... 1- � � , W# 1A � ) ------ !�L � . SITE SPECIFIC NOTES , � 11 . I I --- -,.-,-.----., __ It ..... �, �'. . I I W11 11 � � ­ I I I . � I i I ,,.-.-,,,. - 0. ,,_________!!�_ i i 1 'S' � "'. _�__ . , A I I I , - I f 1; -,I __ � I 96 . �,, I , , i -,I I : ,. _::�__ _____ , I , - I " f � , I 1, -/, � 11 I � ­Klt ;i�" i . +__ I N" I I �, I � 11'., I I I ) I � I / � I ;! -, n� I � '1-_-_ � - -i a I � I � . /"`d,,',',,y ­!_ , i -_ i x 1. PROJECT IDENTIFICATION: '_ I I I ,,,�, I ,0 "I I I i I 11 , - � , ; I ,-1 i I. I �) i I ! I I - I - �� " I � I � I � i I , - , I I "�-, , I I I i w I � I l ,�,,',',,7,��..t,�,�,,�-,77,-�,�- �j ! � � " i I I � I I . i� - cl I , .1 PROJECT NAME: CRESCENT POINTE TOWNHOUSES I � 18 /",� 1p ��_ - ,, I ; I I / I i I . . �,,:� � �, ": �' _ �1�1 11 l'\/ I , i "I ­ I ,- � I ; 411-�,;`iif �<;:�,­,­,-­:J,�,�� I , I . __ 11 I . . I I I , ­. - - [ �. �. ,-- , � � 9! LOCATION: EAST END OF EXISTING CRESCENT POINT PARKWAY I I ,�"< I . 15 , , "' I ,� I / I � 4��:,::­,��, ­ ,�,. --- f f � I ,,, I " ! 11 11 ! - 1 %,, ,ZT�q­, � I 1 $ 1 .___ i� 1�", , � U7 � �, I I I I I i � -,�,, � ______..­ ��l / -, " I . I �/ 'i ., / I ,��I"i"","�,� l I � : \ N �. +. TION: LOT 3, BLOCK 3, CRESCENT POINTE PHASE 4 1 � , : . '� ,'­­� ,�, , �', ., I M LEGAL DESCRIP I'll �11_ , , I I � I 11 � _:- __ � . ., , . I I I I � i_,v I'll �_ , � I I I I ! I i�,� I 11 � - __ -_ 'A'� , I _f - I � u I I t'.in ... ,,�� , z 1 I 9 _ -- "". / &.�/ cr ,I , I I . . . . .. '� I I I : 11 I \ I +_ I I- . . 4�- I - '. I . I I ,I I I ,", 1 �7 __ 01'- - . il ,- , , - "i 1111� ; � ! 4. COMMON AREAS & A PORTION OF COMMON AREA �', ;�, ff x� '. - , I I - I i j�,i, �`, I I t I ...... . �1: 4 1 ! I I . , , ;, I I . , ; I 1, 1, I . - I I �i w�,` , 11 ,I 1, , , I I I " I I I I I " � I ! I � ; i -,- _` \'. � I � I I or I I 1� I I fi, 414 .1� I I I �'111 t� , , I / I �6r', I ; ; , ��',,- - -, � i I i 11 I I i �,,. - -, , i I I � I I I . 11 ) : i I I L . / I / .. V, ,11:,�� 1. I i 0. 'B' CRESCENT POINTE PHASE 3 I, �_ � ""', ­­­ v /- ��-,,-­,, .1 I I � I i 1�� � , - i� . 11 i ; i ,I I- " 11,).� � � � I - I k 141 �etl",I� 111M �%� ', " I I ,,� � I i � I ; i I . c , I I � � I i I � "' � � � d �,��,� � ii,`j;j,.,. . / ;,- / �,, � I I I . . ! I I i I ! I : i ; 1, 11, � � ,� . ,�� I : .� I 't 1,011 r ,� , '. I I � � I I I ! I I i . I 1 t, I I _j XA I . ", + �' ,_ , � I � / I / ,%1'11,1tt,1'111'� ! i I ; , COLLEGE STATION, BRAZOS COUNTY, TE S �311,`q I "I ,�� � I . .1 :, 1��,' � I �/ , , I � _,_" I I � , , I 1/1, I � - " � I ! [ i� I I I I , I � I I . I I , I I = I III, 71 � I I . / ��,-�'I,',��,'e,,�,i' j ; - I I I 11,0�_�' / I I - / , I � I I ",-Ig ,',,i�,,5 I '�", :.7',31' "' , I I ,a -49 . _� I , ,,�_ 'I" � � I J.W. SCOTT SURVEY, A I � " , 111,1 il, ,", - ,, --I- , f,. IN " i " I """ / . I " - I x � / 7,� " �� -�, f, I zlw t�.'.'�%x . - I : I i ! : I , i - I I -,, , i. , 7.5' PRIVATE ! � I/ I , -n� . I i I + �'�Y_-��i` " i; ,., I x �_ 1�qt,��,%- ' I I ,p� �, I , i � zuz 2. OWNER/APPLICANT INFORMATION: I I I � � - " .�� -, � � ' I I I I �?!'f I I I I � ,`,', ' I �. I 11 � I I , �, ACCESS EASEMENT", I � , I ; ,L � I � ,i! I I . I I . I . ' "I I I I I / t,,,�zi,ljo�kl ! I :�:,,,,;�""-;,l \, , ; ; I I � I �,,� 1 4 11 � � I � � � . i . � - I / / � i � �� - I i U) I I I , , I 1, � � t I , I I � ; I i ; 1289 NORTH HARVEY MITCHELL PARKWAY I I -11 � � -9 I " ", "", I I I � ) I i f ,�,"­:, i � � I � �_ I I , . 11" 11- - ,, - I - I . I I . � 1�__l ��',� I K ; ", ", �, I 11,1,y .1 I I f � -1 �,_�, , ! � � I'll I z I I ­ � �� - ­.' , � e - / I I / I i � I I ."m / I I . I ; I [ .- IWA_ ­ I I I 1 4 1 1 '� _,"�' BRYAN, TEXAS 77803 1 1 - I N , :';��?_""-/", I / I / I 11111 I j . '�',L_'. � !� ji uj I I � ­- � I - ��-��,�.�,ill , I I I � / I I I ` I � I %,", " : : r �.� , . 1�1 I 1 :2 1 1 , �, ; � . I �_� I -1 L , , I ! / , , - !0 i I 11 . �, � � I . "" , . � I �� . I I T (979) 779-7209 1 1 - �� , zZl:�­_ , 11 P.0 E.' L / I �­,i�,!�.,,,,�; � 1 I I ; I I z :2 I I � I ,,_, 7-" �, _­�� 5' #IDE I // I , ; I ! I I 0 0 - I I --�,, � I'll I : I I I : I ! � I I � I I f, i � I : i � f & I , �� I ,�il,P ii ; I I I I I - I x I f ; , � . ; I I I , �_,�, ; I . � 0 I : I , - , � I � z_".'"_ I � I I ��. I ! ; : I 1k, I _! , I I I _ . I " ,; p " CRESCENT POINTE HOLDINGS, INC. L I - � . , �,, I ,'1`-.-, i 1 c I I I �1 *� I � / I / / I �n,� i i " 9- �_ -� k ­ I I ,� ----. � . � � L - I I I . " / SCAI F 1" 20' '. �j,� � I l I I -_ -, f I �, .1 i I I . I f � -, ­ I ZIN, JR., PRESIDENT 1'� ��', ­. / - - I i 11 +, I � ! ,��,: " C-4 - - I '' 1� I � ! / I �_:� '- 'i I 1 ; - ; , .- I 1 RKWAY, SUITE 101 ,__�� I I ""117- I r , ,�;'.Zhm,�,,_ - - ,."� I f i � ,�""I"�,�,�"",.'�--,,,,""I t I ; I z I I . I i � , : , 0 C-) , 5, �j z , 1 : ! V) I � ___, ,."�g 11 ,j��_�_k , , � I I � / 111X�11,� I I I ,f�',­�4:�,,j T 1�3 11 � I �7 �Iwl� , , � , 1 ­.,� ­, - - '�,-, ! � 11 I I Ji � ­ ya I I M?��, 7,�_, ,, - I I I I _"�,� I I i I uj 0�f I I " I � , BRYAN, TEXAS 77802 'IM3 I 'r__ I : , � .111", _,", " I I / I I � I � 0 __,� I I I 1, , A"T, �4__ / ,� / ! 11 � � i _j 0 w (979) 846-8878 1 "g?", , % 1� R", gg-,J�1,1�1 ,�§O, -_1 I : - I j i , . " �,', I -, -, ,',, I �-_ t / � ? J, i a- � 11, ", 'A 11 ­`­­_ ­ 7�­!!,�-I'e,',K�g -, -,� 1.11 / , I i : � . /' i � ; � I v ,_ ,,, ­' ---i-- - I I I ��­��.,,��.,. 11 . . I I N ga"-, g -p- ­��. � . ! � , � ! 0 1 � I I I -1 _. 1111�11-1%� , ,,, �Iggii;n,,­_ I i � �-, j � , , _ � �i I , . I, ,� '.., _ , " I �,�,%_ I � I � .* ; Q: w , ,, I . -.1" I I .-1S-1 I'll , T , 1i g ,,, --,, I / I t � � I I , ! 1 `_"� �,`f p m m / 5' WIDE P.U.E. . .- �1111 I ­ il�.-- t, � .� �_ �Ii -, , - I 1�� lt� - � 4 _ I , ," � - IN ,,,,, "", , 1111"� , , , ol,'� ""'I", , V � I I .11 r � " � " " I I '' , i U) I WiiX,2�0 _�11�­­,�,,, ­� � � I I I i I - . I I I �/ , " - 1� --,It , �� _, � 07 - � '�� '� 'q­i,�-t -, � � I I 11 I :qk 1 t , I ,,�, , 3. TOTAL SITE AREA: 6.04 ACRES I � � I �,, , , I I ;�L�04,jt,.f ,,',,,��'��'+, 5, , - 1,- - � I i � ,� � �r -7�k,��;_,�` - I I �%__,f :i ; , ", , I I I I �� - �� I '. !_t,S� / - � -, ,,, ,,,,,, I / , , / ; � r 1 ��'. i : I I 1 � % 11- ,,.,,,,,,�,,w,.,,,-""�,���,,,, �,,vt�l 11 ! : l � I - I U, ,� I .. 11,1�,t� . � /?'�`, i I : It 0 4. CURRENT ZONING: R I --l'." � A", h � I 1 --�� , -- �� I / ", I aj -4 MULTI FAMILY RESIDENTIAL , , , 7____1 ��r'��Ii:�-`� I I � � 1 5' WIDE i� -� 1 '_ gj ','i­'­­'t!­' - ggy�v . '1-11111 -1 �1_111.11­1­ 17mwj.1#,Q �ii,lvt:VAI Z� :� ,111, I �. .1 I : P.U.E -- I ; It � I . I ` I � /" " , " � 0, ,fL77!� ��__ I " ! ! t I I . ,�,////,-,,,, ­ . - 4 ,','N'� , � � _� -, I�,_".4,� "', " v I k__ � -.-- __ , I /,�,A_ � Ae ,,,'�'A"�, _� ....... � r - , , ` - L,- 11 - / 4,, i I I + '. ". �/, ,,�-_",,��oti -�,­? +� -m-,�,. ­­,'" I -1, - 6 � . � I I , i�., ,�',/ " - /',_,�, I - \ I --- 12 I I ,;"� - I i ! ; :,; - � 5. CURRENT LAND USE - VACANT ,,.��.",';Y,,'�,,��,�, --.- _,�� , 1 I 11 . .. � 11 �11, , ,,� ­�,�F , ! I , " I N�v 41 ""I', Z ,z,;i, . '+ Al I I , !! ; ) "I ­1­1l1v1.ffl­- - , - t f , , , � ; . I 1�1 , " i ,"T gr -, ",r -- " --,7-- 1 1,i I � I T I I I i � ,,'g�,N �," I e I . 141 ..- I" , ; _,,�r, I : �01'1, + �,., , I tX�'I", � I?. " Of -, , �, , , " i L I da 1 5 1 1 ��, ,�,�q �,k,'.'L�,-`, ! ! / ; �,;J'�-,,.�,­,,, < I , q�!iv',,�-�, ! i I � I - 'I., I I` !; � : i i I I i 6. PROPOSED USE & IMPROVEMENTS: LANDSCAPING, POOL, PARKING & RETAINING . 'i I ,,,, 7,-, ,��­�� g,mx,_o,,,_- ., %�_ i . I . ,­_.-­­_-_ -, I, im! -I- ��. I 11 m i f ,�" I , i , 1 A,R,1� - I -_ I % ", Ai I I I I 11 I � I t -----:::--: I ; : , ; ,/.;-,f1;_ 1;1 11 I r --- __1 -'r., - .- I I ; " : � �;­ I it .; I I .x I / 1, ,�Z- �,_;, ,, ,,, I � , I t , i ,�, ;; : �, �­ ! i 1 i j WALL IMPROVEMENTS I ,&�,Zi ly� I � �,,,,,& a., I . �, . , I . , - %,,�� �­�!_"r'­� 7,_ 1 'WIDE P.I.I.E. � I �z I 1 �,71" , �, j, 1 3 - I I . i .- I I '-1 P%,,� , . . I , �� -, 1- '11 , - __ _ ". - f � I : � ,, � �i f! 0) - - , , ,�_�_,__, , . I I - P - I / : 1�1111 I � " ,`,71/x�_11-, g �2 Ig 15" M -,, ­,� �ll.�,,�e�,�"t�-',�i.�'�",;",�4',,,'��",',,,'�,,', "" ; � 0 1 � . " g, __ I � i 1---�l-.-.-�--l-11----.-�-�-��-- � 11 '__�g�,%,,,' . , 0 .,! 1 i �­z ,'­114­lj� _777,l-­n,r-7,,L I .i ! I 1 1., . 1; LLI I-, 1 7. THE SUBJECT TRACT DOES NOT LIE WITHIN THE 100 YEAR FLOODPLAIN I '//,,Y ,,� . I i i W, �� ,��­­)�,, � t ; : I qg�­�I;At-,u "' li I -1t, i I 'I I . 11; 0) I , �K� , "I `11�,�,' I - i [',,",',��`,i m � I � �;`jN , , i I _� ___ 1111,4 , i - I A I TY, TEXAS AND I � ii il�ia`�,�-, � , i t, ;1� 11 , �_ ; i " : I . __ , � I � �� I ,N111, NA � JH 0 ACCORDING TO THE FLOOD INSURANCE RATE MAP FOR BRAZOS COLIN /1,141111- , � - __ _­ . "", - -, � i ! /,--,,,',` "I m i I i 11� I , , - I - �, -, I - , �' V ��, .­�, --z:.:1-- . , 1, I -, � ".10 I � ,� . ", I f 21 ! _`I�m R� ,� W,� - - � c _ I i , - . � W '1�', " ,�,�_�l; - I I �, ''. .. I I . - � 11111���11, � � � �,�,,,­'­ ­­ "I'll" , I I i �, ;; - �v - I _ . �_ 11111114 - pl: _"!__,", 11'1�� I - , �', __ ,�, "7 '14 , - � �', , IT- --V N , i� ­­ � ."': .. , INCORPORATED AREAS, COMMUNITY NO. 480083, PANEL NO. 0161C. MAP NO. � /1/� ",'�-,'iiV6 1 r -1 �l-----�-�--.,--,-�.-�------,--.-.----, 1__L__L_ � � " 1-11 �l�'1­�,,'_' �.�' :_. , �;3', �, ,�,,� - � �: I 1 I I I I , I � ;; , // - , �, , , """ . '' i -1, ,� p j I , `­'!�:,_i � ,.�, I li" " __. I 1- --g-ov""",� ,'��; I 1 ­-v,j�i,',,',!' i4,- :", � ­_,- �­ o ''I I I i It , ,� ,��; , " " � - - � r % � 'j. ,, -�, 0 � ii ,� ­ 1.11111-11- � � , ,ro Z, - � , - , - I 48041CO161C. EFFECTIVE DATE: JULY 2, 1992. - 'li�v " ,-* '!'%� �,.,��6"' 7Z77� * � 11 � f I I ,v' ,-;,��J,-,n 11 ,­,,,­­ � I I I i . - , , �, 7!77� � , - I ; I , ; ­ ,­�1, 144Z4�`_­­_ - - ,,�,,, ,,,-,�j','�;�� �'5'�_.'�' ! I .1 I " - ,�t �ii,w_"'v� _� ,'-�,�,�� ,�� _ ,�'�'­' -1-1 " L' i I . I I -1 I . ,,"A�'. --,�,i,� \ 7 _ _ i 1 ! i! SCALE: 20' �,',M�r � I ,� �� -_�_,_,j,,_____, _,"', , ��,X, -�`,`-��,;,-S _' - 8. SOME EASEMENTS SHOWN NOT OF RECORD ARE TO BE RECORDED WITH THE I � I I POOL AREA ! ! j ,,I P_ �, I . i i �� I ., V, : I � i ! i i , - : , .- , , 5' WIDE P.U.E ,t,fV.�, �_� � . I L '�, I =�� " " , ?Y'�51___. , I y (�) , ��,-���"??�,�-�,,,,'�,,�""�,,�,,,��"IL�-,',,,',,�,�,,',,--",-"",;,,�,�, � . I , 1,-, I I 1 .. -1 7777� i ! I . I ( , I'll, ­ . 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I i � "." — —, i — 11 'T ­__ ­ .. SUCH SCREENING ­ , -� : ,".'�' - --��-­ - --r--- - I.: � I I ­ I— - ----. J- I - W_ I � � . � , _ _ - - - I - IL PUBLIC RIGHT-OF-WAY OR RESIDEN11AL DISTRICT WITHIN 150' OF THE SUBJECT � I ` - / I , I �f?M,1'1 4M',7;"*,13_1_ :_ '' 11 1, - - ,,, /-,�y I I 1, 1 7 - E, ,,�,� "n"I"l- � ......'.... -A", I I I , , - , . � I � LOT, MEASURED FROM A POINT FIVE FEET ABOVE GRADE. 1-11.- �11­11 I 11, � -, .., - - 7:, -, ; ... ,- Ili I . � I "�;�,��'�,�-'�-.�,-,.,�"1".�,'� -1.11 I -_ �,__., 11 _,_., __ I l% r . , , ,','� y -P, " I a ---- r-1 ��­_ _�­�,z � ; I -_ '_ t . �p # c V,�',,, I . 3 1 � 1�e_ , kill_ I ­­ , �, I , _1__4 � �N­­_,_'­ ; . aw . . , I I I , � I -_ - __ _.- _ ill!g, I I I I - - I - , , � ,�� - - I _ I . - , ,-�g -4�,-,��,,m____,, ,,_,-, " , i .- , � �z4glil� - _ I � AV * I � . �e� , I , -� � ., I . / I ; I I 11 -1 - - � , fr.�] ____711 .... _ ! m _.- , __ _ . 11 � . I ,-.,7",�'k , ,-,7 1 X , 1, - . I ie�,a� I / 41 � � , �,�'­ , ,:. � .. -1 # ,�, u SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE AND SCAI F TO , i , - , . & " . I � I I / , / � ;,, � �U-; � , " j _-----,, .. - + ­ . � , I 1,t� 4'i"i _) I I `:­ �__­_ o -, , 1 1 1 , +___ ___ � f ... _ , ­_ " ! -, f . , , - I I ,�, " I i ,-5, ,_­ _" - - . . I'll. - - _j__ -----, �t : ,F -* - f 1A I " "I" �ilgk - I I I 11 t 1, ; , I �, i�' �"4,�,�,,�,,,, ,�,,i � I , - -_ ILI MAINTAIN A UNIFIED APPEARANCE. I � I I I ,:., I � I I / 11 I I . 1­1���," ", , ?, i, , '11--j - . I % !� ; I , ,��,,, I I / I I � �, n _; " , --__��,�.-__-'T_ �/' ,__­ I I � l� ­­,_ . -*. - �, _v 5' WIDE P.U.E, .1 � , ,� "_,�, - 1'� - i ­_ I . - , ------------------ I � I , � .. . ... - '�' _ '7: __ I / --",*I'---- I . ........ t:.y , � . I I . � 14 � 0 , I I ___* :, -- -,:- `� ,,, �, . _� W ­­­ . I ,1� "' 1�.,,�` M'r , _�' " I I , , ­ , , , , 7c�� `111,_�, 0 j - ­ .1 � I . I I 1 1__-_7 "I" -1 ... ­:_:_ __­_ i ,-.i . � � .- f I I I + q,5% ­-� ,,,�,,',�-,-""�,��,�,�'��,�+,',,r �,",-";��",�,i < . I I � I I " � 1 1 'I . , I __ op � � � I ­­_ I � i3ty'. , , 1, ,, a -.`�- -i�_ _,,� _. _ ­­ � ! I .7�, �1­1y,; - . � -, I I I I -;. 1, , W, , . " I . I � -..:, - . 0 ".", - , ­-'­;,4� gvj Z,A I I . - I I I I 4 I I t�_f,,, ,�,, ­, -- ,-­,�_ ­­ I i I � \ - - f ;# ... . . .. ..- .... . I "'. , p- '­'�A ,,�", I l . I _­- _-_::�,­ __ � - 0 ALFRED A PAINE io . � � i I - , '' � " !�,,-> _­ " - _ - .......... .10 ­��:­ I � / * '_ 11 _____ � � � Jo I I ___ I I I I " I I I 11 . e I I I I . I � I I 4 "�,-"-�Z�ZI-�,�'I'll�".!""�,,-'��!!i-""��""�,,,, ,,�',,"",6K� ­­­­,, , , I I 1.1--_- � ­ -­_ � 1. i ; � I--,' i � - I .1 I '. I I . �, " _/ - - _ - ` �, - I : . I _�. , "I I,/ I'' , .,I'- ­­ : -, � I � f . ov m 1. I I I W : " I I / ! I ��,�'Nll,*�_� t - � ;___*._! ; " I . . . I ,. . . I " �. � / , ---- --,.- - �- - ­:-- -_ - , I - - ----- � I I I _j -, I . I ,1��', - " , / � I � 11 ) ­if_­��q i i 9 972,21 � sy - I I I I I %�� " - , . I i I � - � . . 00 �� ,,I I �� I . �:__ - \, .. " I , � � 0 11 ; I I � I I 11 I __­ > �, ��, & _, + - � I I I 11 I I I / . �, "a", I 11 .... 1- � � , W# 1A � ) ------ !�L � . SITE SPECIFIC NOTES , � 11 . I I --- -,.-,-.----., __ It ..... �, �'. . I I W11 11 � � ­ I I I . � I i I ,,.-.-,,,. - 0. ,,_________!!�_ i i 1 'S' � "'. _�__ . , A I I I , - I f 1; -,I __ � I 96 . �,, I , , i -,I I : ,. _::�__ _____ , I , - I " f � , I 1, -/, � 11 I � ­Klt ;i�" i . +__ I N" I I �, I � 11'., I I I ) I � I / � I ;! -, n� I � '1-_-_ � - -i a I � I � . /"`d,,',',,y ­!_ , i -_ i x 1. PROJECT IDENTIFICATION: '_ I I I ,,,�, I ,0 "I I I i I 11 , - � , ; I ,-1 i I. I �) i I ! I I - I - �� " I � I � I � i I , - , I I "�-, , I I I i w I � I l ,�,,',',,7,��..t,�,�,,�-,77,-�,�- �j ! � � " i I I � I I . i� - cl I , .1 PROJECT NAME: CRESCENT POINTE TOWNHOUSES I � 18 /",� 1p ��_ - ,, I ; I I / I i I . . �,,:� � �, ": �' _ �1�1 11 l'\/ I , i "I ­ I ,- � I ; 411-�,;`iif �<;:�,­,­,-­:J,�,�� I , I . __ 11 I . . I I I , ­. - - [ �. �. ,-- , � � 9! LOCATION: EAST END OF EXISTING CRESCENT POINT PARKWAY I I ,�"< I . 15 , , "' I ,� I / I � 4��:,::­,��, ­ ,�,. --- f f � I ,,, I " ! 11 11 ! - 1 %,, ,ZT�q­, � I 1 $ 1 .___ i� 1�", , � U7 � �, I I I I I i � -,�,, � ______..­ ��l / -, " I . I �/ 'i ., / I ,��I"i"","�,� l I � : \ N �. +. TION: LOT 3, BLOCK 3, CRESCENT POINTE PHASE 4 1 � , : . '� ,'­­� ,�, , �', ., I M LEGAL DESCRIP I'll �11_ , , I I � I 11 � _:- __ � . ., , . I I I I � i_,v I'll �_ , � I I I I ! I i�,� I 11 � - __ -_ 'A'� , I _f - I � u I I t'.in ... ,,�� , z 1 I 9 _ -- "". / &.�/ cr ,I , I I . . . . .. '� I I I : 11 I \ I +_ I I- . . 4�- I - '. I . I I ,I I I ,", 1 �7 __ 01'- - . il ,- , , - "i 1111� ; � ! 4. COMMON AREAS & A PORTION OF COMMON AREA �', ;�, ff x� '. - , I I - I i j�,i, �`, I I t I ...... . �1: 4 1 ! I I . , , ;, I I . , ; I 1, 1, I . - I I �i w�,` , 11 ,I 1, , , I I I " I I I I I " � I ! I � ; i -,- _` \'. � I � I I or I I 1� I I fi, 414 .1� I I I �'111 t� , , I / I �6r', I ; ; , ��',,- - -, � i I i 11 I I i �,,. - -, , i I I � I I I . 11 ) : i I I L . / I / .. V, ,11:,�� 1. I i 0. 'B' CRESCENT POINTE PHASE 3 I, �_ � ""', ­­­ v /- ��-,,-­,, .1 I I � I i 1�� � , - i� . 11 i ; i ,I I- " 11,).� � � � I - I k 141 �etl",I� 111M �%� ', " I I ,,� � I i � I ; i I . c , I I � � I i I � "' � � � d �,��,� � ii,`j;j,.,. . / ;,- / �,, � I I I . . ! I I i I ! I : i ; 1, 11, � � ,� . ,�� I : .� I 't 1,011 r ,� , '. I I � � I I I ! I I i . I 1 t, I I _j XA I . ", + �' ,_ , � I � / I / ,%1'11,1tt,1'111'� ! i I ; , COLLEGE STATION, BRAZOS COUNTY, TE S �311,`q I "I ,�� � I . .1 :, 1��,' � I �/ , , I � _,_" I I � , , I 1/1, I � - " � I ! [ i� I I I I , I � I I . I I , I I = I III, 71 � I I . / ��,-�'I,',��,'e,,�,i' j ; - I I I 11,0�_�' / I I - / , I � I I ",-Ig ,',,i�,,5 I '�", :.7',31' "' , I I ,a -49 . _� I , ,,�_ 'I" � � I J.W. SCOTT SURVEY, A I � " , 111,1 il, ,", - ,, --I- , f,. IN " i " I """ / . I " - I x � / 7,� " �� -�, f, I zlw t�.'.'�%x . - I : I i ! : I , i - I I -,, , i. , 7.5' PRIVATE ! � I/ I , -n� . I i I + �'�Y_-��i` " i; ,., I x �_ 1�qt,��,%- ' I I ,p� �, I , i � zuz 2. OWNER/APPLICANT INFORMATION: I I I � � - " .�� -, � � ' I I I I �?!'f I I I I � ,`,', ' I �. I 11 � I I , �, ACCESS EASEMENT", I � , I ; ,L � I � ,i! I I . I I . I . ' "I I I I I / t,,,�zi,ljo�kl ! I :�:,,,,;�""-;,l \, , ; ; I I � I �,,� 1 4 11 � � I � � � . i . � - I / / � i � �� - I i U) I I I , , I 1, � � t I , I I � ; I i ; 1289 NORTH HARVEY MITCHELL PARKWAY I I -11 � � -9 I " ", "", I I I � ) I i f ,�,"­:, i � � I � �_ I I , . 11" 11- - ,, - I - I . I I . � 1�__l ��',� I K ; ", ", �, I 11,1,y .1 I I f � -1 �,_�, , ! � � I'll I z I I ­ � �� - ­.' , � e - / I I / I i � I I ."m / I I . I ; I [ .- IWA_ ­ I I I 1 4 1 1 '� _,"�' BRYAN, TEXAS 77803 1 1 - I N , :';��?_""-/", I / I / I 11111 I j . '�',L_'. � !� ji uj I I � ­- � I - ��-��,�.�,ill , I I I � / I I I ` I � I %,", " : : r �.� , . 1�1 I 1 :2 1 1 , �, ; � . I �_� I -1 L , , I ! / , , - !0 i I 11 . �, � � I . "" , . � I �� . I I T (979) 779-7209 1 1 - �� , zZl:�­_ , 11 P.0 E.' L / I �­,i�,!�.,,,,�; � 1 I I ; I I z :2 I I � I ,,_, 7-" �, _­�� 5' #IDE I // I , ; I ! I I 0 0 - I I --�,, � I'll I : I I I : I ! � I I � I I f, i � I : i � f & I , �� I ,�il,P ii ; I I I I I - I x I f ; , � . ; I I I , �_,�, ; I . � 0 I : I , - , � I � z_".'"_ I � I I ��. I ! ; : I 1k, I _! , I I I _ . I " ,; p " CRESCENT POINTE HOLDINGS, INC. L I - � . , �,, I ,'1`-.-, i 1 c I I I �1 *� I � / I / / I �n,� i i " 9- �_ -� k ­ I I ,� ----. � . � � L - I I I . " / SCAI F 1" 20' '. �j,� � I l I I -_ -, f I �, .1 i I I . I f � -, ­ I ZIN, JR., PRESIDENT 1'� ��', ­. / - - I i 11 +, I � ! ,��,: " C-4 - - I '' 1� I � ! / I �_:� '- 'i I 1 ; - ; , .- I 1 RKWAY, SUITE 101 ,__�� I I ""117- I r , ,�;'.Zhm,�,,_ - - ,."� I f i � ,�""I"�,�,�"",.'�--,,,,""I t I ; I z I I . I i � , : , 0 C-) , 5, �j z , 1 : ! V) I � ___, ,."�g 11 ,j��_�_k , , � I I � / 111X�11,� I I I ,f�',­�4:�,,j T 1�3 11 � I �7 �Iwl� , , � , 1 ­.,� ­, - - '�,-, ! � 11 I I Ji � ­ ya I I M?��, 7,�_, ,, - I I I I _"�,� I I i I uj 0�f I I " I � , BRYAN, TEXAS 77802 'IM3 I 'r__ I : , � .111", _,", " I I / I I � I � 0 __,� I I I 1, , A"T, �4__ / ,� / ! 11 � � i _j 0 w (979) 846-8878 1 "g?", , % 1� R", gg-,J�1,1�1 ,�§O, -_1 I : - I j i , . " �,', I -, -, ,',, I �-_ t / � ? J, i a- � 11, ", 'A 11 ­`­­_ ­ 7�­!!,�-I'e,',K�g -, -,� 1.11 / , I i : � . /' i � ; � I v ,_ ,,, ­' ---i-- - I I I ��­��.,,��.,. 11 . . I I N ga"-, g -p- ­��. � . ! � , � ! 0 1 � I I I -1 _. 1111�11-1%� , ,,, �Iggii;n,,­_ I i � �-, j � , , _ � �i I , . I, ,� '.., _ , " I �,�,%_ I � I � .* ; Q: w , ,, I . -.1" I I .-1S-1 I'll , T , 1i g ,,, --,, I / I t � � I I , ! 1 `_"� �,`f p m m / 5' WIDE P.U.E. . .- �1111 I ­ il�.-- t, � .� �_ �Ii -, , - I 1�� lt� - � 4 _ I , ," � - IN ,,,,, "", , 1111"� , , , ol,'� ""'I", , V � I I .11 r � " � " " I I '' , i U) I WiiX,2�0 _�11�­­,�,,, ­� � � I I I i I - . I I I �/ , " - 1� --,It , �� _, � 07 - � '�� '� 'q­i,�-t -, � � I I 11 I :qk 1 t , I ,,�, , 3. TOTAL SITE AREA: 6.04 ACRES I � � I �,, , , I I ;�L�04,jt,.f ,,',,,��'��'+, 5, , - 1,- - � I i � ,� � �r -7�k,��;_,�` - I I �%__,f :i ; , ", , I I I I �� - �� I '. !_t,S� / - � -, ,,, ,,,,,, I / , , / ; � r 1 ��'. i : I I 1 � % 11- ,,.,,,,,,�,,w,.,,,-""�,���,,,, �,,vt�l 11 ! : l � I - I U, ,� I .. 11,1�,t� . � /?'�`, i I : It 0 4. CURRENT ZONING: R I --l'." � A", h � I 1 --�� , -- �� I / ", I aj -4 MULTI FAMILY RESIDENTIAL , , , 7____1 ��r'��Ii:�-`� I I � � 1 5' WIDE i� -� 1 '_ gj ','i­'­­'t!­' - ggy�v . '1-11111 -1 �1_111.11­1­ 17mwj.1#,Q �ii,lvt:VAI Z� :� ,111, I �. .1 I : P.U.E -- I ; It � I . I ` I � /" " , " � 0, ,fL77!� ��__ I " ! ! t I I . ,�,////,-,,,, ­ . - 4 ,','N'� , � � _� -, I�,_".4,� "', " v I k__ � -.-- __ , I /,�,A_ � Ae ,,,'�'A"�, _� ....... � r - , , ` - L,- 11 - / 4,, i I I + '. ". �/, ,,�-_",,��oti -�,­? +� -m-,�,. ­­,'" I -1, - 6 � . � I I , i�., ,�',/ " - /',_,�, I - \ I --- 12 I I ,;"� - I i ! ; :,; - � 5. CURRENT LAND USE - VACANT ,,.��.",';Y,,'�,,��,�, --.- _,�� , 1 I 11 . .. � 11 �11, , ,,� ­�,�F , ! I , " I N�v 41 ""I', Z ,z,;i, . '+ Al I I , !! ; ) "I ­1­1l1v1.ffl­- - , - t f , , , � ; . I 1�1 , " i ,"T gr -, ",r -- " --,7-- 1 1,i I � I T I I I i � ,,'g�,N �," I e I . 141 ..- I" , ; _,,�r, I : �01'1, + �,., , I tX�'I", � I?. " Of -, , �, , , " i L I da 1 5 1 1 ��, ,�,�q �,k,'.'L�,-`, ! ! / ; �,;J'�-,,.�,­,,, < I , q�!iv',,�-�, ! i I � I - 'I., I I` !; � : i i I I i 6. PROPOSED USE & IMPROVEMENTS: LANDSCAPING, POOL, PARKING & RETAINING . 'i I ,,,, 7,-, ,��­�� g,mx,_o,,,_- ., %�_ i . I . ,­_.-­­_-_ -, I, im! -I- ��. I 11 m i f ,�" I , i , 1 A,R,1� - I -_ I % ", Ai I I I I 11 I � I t -----:::--: I ; : , ; ,/.;-,f1;_ 1;1 11 I r --- __1 -'r., - .- I I ; " : � �;­ I it .; I I .x I / 1, ,�Z- �,_;, ,, ,,, I � , I t , i ,�, ;; : �, �­ ! i 1 i j WALL IMPROVEMENTS I ,&�,Zi ly� I � �,,,,,& a., I . �, . , I . , - %,,�� �­�!_"r'­� 7,_ 1 'WIDE P.I.I.E. � I �z I 1 �,71" , �, j, 1 3 - I I . i .- I I '-1 P%,,� , . . I , �� -, 1- '11 , - __ _ ". - f � I : � ,, � �i f! 0) - - , , ,�_�_,__, , . I I - P - I / : 1�1111 I � " ,`,71/x�_11-, g �2 Ig 15" M -,, ­,� �ll.�,,�e�,�"t�-',�i.�'�",;",�4',,,'��",',,,'�,,', "" ; � 0 1 � . " g, __ I � i 1---�l-.-.-�--l-11----.-�-�-��-- � 11 '__�g�,%,,,' . , 0 .,! 1 i �­z ,'­114­lj� _777,l-­n,r-7,,L I .i ! I 1 1., . 1; LLI I-, 1 7. THE SUBJECT TRACT DOES NOT LIE WITHIN THE 100 YEAR FLOODPLAIN I '//,,Y ,,� . I i i W, �� ,��­­)�,, � t ; : I qg�­�I;At-,u "' li I -1t, i I 'I I . 11; 0) I , �K� , "I `11�,�,' I - i [',,",',��`,i m � I � �;`jN , , i I _� ___ 1111,4 , i - I A I TY, TEXAS AND I � ii il�ia`�,�-, � , i t, ;1� 11 , �_ ; i " : I . __ , � I � �� I ,N111, NA � JH 0 ACCORDING TO THE FLOOD INSURANCE RATE MAP FOR BRAZOS COLIN /1,141111- , � - __ _­ . "", - -, � i ! /,--,,,',` "I m i I i 11� I , , - I - �, -, I - , �' V ��, .­�, --z:.:1-- . , 1, I -, � ".10 I � ,� . ", I f 21 ! _`I�m R� ,� W,� - - � c _ I i , - . � W '1�', " ,�,�_�l; - I I �, ''. .. I I . - � 11111���11, � � � �,�,,,­'­ ­­ "I'll" , I I i �, ;; - �v - I _ . �_ 11111114 - pl: _"!__,", 11'1�� I - , �', __ ,�, "7 '14 , - � �', , IT- --V N , i� ­­ � ."': .. , INCORPORATED AREAS, COMMUNITY NO. 480083, PANEL NO. 0161C. MAP NO. � /1/� ",'�-,'iiV6 1 r -1 �l-----�-�--.,--,-�.-�------,--.-.----, 1__L__L_ � � " 1-11 �l�'1­�,,'_' �.�' :_. , �;3', �, ,�,,� - � �: I 1 I I I I , I � ;; , // - , �, , , """ . '' i -1, ,� p j I , `­'!�:,_i � ,.�, I li" " __. I 1- --g-ov""",� ,'��; I 1 ­-v,j�i,',,',!' i4,- :", � ­_,- �­ o ''I I I i It , ,� ,��; , " " � - - � r % � 'j. ,, -�, 0 � ii ,� ­ 1.11111-11- � � , ,ro Z, - � , - , - I 48041CO161C. EFFECTIVE DATE: JULY 2, 1992. - 'li�v " ,-* '!'%� �,.,��6"' 7Z77� * � 11 � f I I ,v' ,-;,��J,-,n 11 ,­,,,­­ � I I I i . - , , �, 7!77� � , - I ; I , ; ­ ,­�1, 144Z4�`_­­_ - - ,,�,,, ,,,-,�j','�;�� �'5'�_.'�' ! I .1 I " - ,�t �ii,w_"'v� _� ,'-�,�,�� ,�� _ ,�'�'­' -1-1 " L' i I . I I -1 I . ,,"A�'. --,�,i,� \ 7 _ _ i 1 ! i! SCALE: 20' �,',M�r � I ,� �� -_�_,_,j,,_____, _,"', , ��,X, -�`,`-��,;,-S _' - 8. SOME EASEMENTS SHOWN NOT OF RECORD ARE TO BE RECORDED WITH THE I � I I POOL AREA ! ! j ,,I P_ �, I . i i �� I ., V, : I � i ! i i , - : , .- , , 5' WIDE P.U.E ,t,fV.�, �_� � . I L '�, I =�� " " , ?Y'�51___. , I y (�) , ��,-���"??�,�-�,,,,'�,,�""�,,�,,,��"IL�-,',,,',,�,�,,',,--",-"",;,,�,�, � . I , 1,-, I I 1 .. -1 7777� i ! I . I ( , I'll, ­ . 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I L L I L' � I I I 11 I I I I I I � . I I I I L L I I I , . I I � I I , I -, L I . I I L I I . I : , , , , , , I I I , I 'L I I L , I I I I I I � -, . I I � I I I I L I I i I I I I I I I 1, : , , I I I - I L L I � I L , 'L , : I I I I I L - I I � I I � ,L I I I I I - I - I , I � I L I � � I � � , , � , I : L� , I I , L � . L � , L � , ,, L _ I � " , L: I ' L� � � L �: , � I I . 1 3 1 1 1 . I 11 _ � I . I � I I I ' ­ , r L � , I I � � I I I . L L - -1 L I I � I I I � � L , L , L � I I I . i I I I L I � � I L 'L I - I I I � , , I ' - I I I I I I . � , 4 , ' L ' ' : L ' � L� � . � r � I I . � '� � L � , � �_ . L _ L , , - , r , I , , L I , - , L I I L � , I � I I , : . I L I L L - I I , I , , , ' � , , - , I L : 1� !, I - � ., I I I I I � I I L I I L . L : I � � I I I I , , I I I " I I � L I I I - I . _. ... . . - . - __ - - - I ; I � i ; � I r i i � ! i : j I . I 11 I I I � I � I I . I I ' \ -�'/ I I I I I � . 'I" � I __"�lu � \ 1, 11 11 , . I I I I 1. �' . 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HEIGHT I RWL 1 52.0' 282,92'-281.74' 279.1 O' 3.82'-2.64' 1 � � RW �2 52.0' 281.74'-280.74' 279.25' 2.49-1.49' 1 1 k3 I �" 52.0' 280-74'-280.00' 278.50-' , 2.24'--�71.50' - 1 RVEI_ 92.3 1 280.0' � ' 277.50' 2.5' , , I RW�-5 30.3 280.0' 277.50' 2.5' F� RWr-6 I 1 4.5' 280.0' 278.00' 2.0' aflusy2oll"o STING � i �w) � I � ?_ I I I I 1 O' P. U. E. u '� I I I I i I � I I AD I , I i I � � I � � ALL-, I � : r I % i Ll I I � I . Lik, , I r I I 'm ........ �s+ ql A\1 . .. L ; . . . . . . . . 7 1 1000 . "S' ef - r. * .. . * o" I I * :' ' *. * � � I ..................... ........... ; � 0 � I f - ALFRED A . . .. PAI . Nt ... . I � .... .... A - 'l � . 4 / I 0 1 1 1 Irl 4 11 ;'Al' I o I , , . I , I I , �;� il I I " . I I v L-11 / 2�r_) / I I I � I'll, ETAll"I'll"G WALL I NOT TO SCALE I j SOIL � : %N . , . ' 4. . . . - I , � . � . . . � . , . I N" -�: , .. . .. _ . . . . . � _­ � .:� ... . . - " " � .... _'. .. 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I I I , - I . ,,,,-KEYSTONE CAP UNIT I =#z .1 - - I � z U) z w :2 m 0 1 1 - p 0 1 1 -KEYSTONE STANDARD 11 90 9- �_ I I UNIT Q- , ou V) I w a X. w UNIT DRAINAGE FILL 0- 1 (3/4- CRUSHED 0 1 ROCK OR STONE) X i�l < M i�j Q� r 1--1 1/4- _04 � I 00 I . I : � . � I I 1 8" 1 1 --FINISHED GRADE . 0 i �_ , I 0 8 04 1 7777���� - 1 lw,7, - I . I'll .- 111.111 : *:, _: � --- ! �: �� � I I ­ L �!�� :�'-�' "� '"'', " "CALE: = 11 �. ­­ 1 '\2000' PSI UNREINFORCED DRAWN BY: , i I CONCRETE LEVELING PAD i I i AAP i I � � DATE: i "ir/l 6/08 1 1 FILE: SITE PLLN j I I 9 /..- _____ �FOUNDATION SOIL) NOT TO SCALE � I � I I I I I Qingmfm V DETAILS STORM WAIT ER POLLUTION PREVENTION AVING DETAILS FP c\j ry z Lu CD. LO Lu — z Ia co Lu >- w LU0 0 < rx" to w :5 C-0 co N I-- �V1\ U JI1. %-A .1 1%_117 V. JLJ. -4 L v EXPANSION JOINTS AS SHOWN AND AT —VARIES— EACH RADIUS POINT. CURB EXPANSION ADJACENT PUBLIC R- T^. SUGr TO BE SPACED AT 60' INTERVALS & ALL RADIUS POINTS. P.C.-S,P,T.-S. OPPOSITE P.I'S, JOINTS SMALL BE AT 60'CENTERS. CURB EROSION CONTROL ALONG DITCH RIDE & ON ALL HORIZONTAL VERTICAL CURVES TYPE "S" JOINT CONTROL JOINTS SMALL BE AT t0 CENTERS S-ECT101VA-A TYPE "0" JOIN -01, QNSTRU CON EXIT.S.I.LT.WNTROL "elP LONGITUDINAL JT_ 0 90, To CHORD OF RADIUS (TYPA 2"X4" VtME TFjjFO ME H AS7C, P1-021 3000F,47 CONTPOi- FAf4-1i(' ITYP.) FAST�Nfl)- VCURFI It -v- -POST & WIRE ME' H METAL T R FABRIC To EXTEN13 B" Or FfL7E 'tAgT SAWED OR FOPMED.SEAL TYPE JOINT AT ALL AS I � Z 110. '7 1'�; N'TO A TR tjCH V.0 BE xNCmo-.jED RADIUS POINTS AND > 5=4rED WAPART WiH Cl,��A�YED BACil T -L. WITH JOINT MATERIAL. MAX. DISTANCE OF GF2MRAL NOITS: SEALING NOT REO'D IN CURBS- 300 'ON TANGENTS SILT FEWE A�%D/Ofi A LOW' 2_5' ri S'A, TCt or �LMFGR SEDIMENT -to �AILL 3N,-.F..AS IXIS'10-t; VLIklAllr,N -�,Nl) Gll.,1,55 C.'j1jjL.j 0. 'T RAY DALES BE H.V& HEIN ".17' BY WISTRIX"Tion SHAJ 1E AD_rvk!`El_'� DF Tr.A_IGN I-ENCE KTITEI 1/8"TO 3/16" GENERALNOTES: USED IN A"i-A VLC9,K 501,10ELI US �*!*,.4OWLIXHLO ANO WATERED i;\il.- EVIALK S14ALL BE I I AC,':OPEA1JCE It! 01105 I-INIFIED )ES01 CUIOCILTICS. .P JN SLOPE Cmmu-(.". a•i1 • Ii 3/4. DR1v;f4,[ fL019. ClIGINTH IS FSTARLM:47): IN EjE1.1Fj("FED An --AS %VME;r C32 ac I- Sit ]PLAaMENIT BACK OF CURB ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER 1%4 15 PRESENT.VLOCK SOC- MU HAVE BEEN BARED BY CONSTRUCTION SHALL BE ADEOUATELY WTURAL CRZ4.1.14 or IL, BE KQUIRED. eARIED A.;EAS 2 FINS 51" 'Lt.HT aPQOM 17411�� . _-C, TO OE TOO: 1 D�CP 0 A�INIERVO_S. EYFIANSION 109-412 501 O.C.. I SMAIJ. PF. SFFrfD CR �ODDEOWITI-Ifl 14 �ALENDAR DAYS or CC117RACTION �OINTS �i - 13 : 7 6" MIN. BLOCK SODDED OR HYDROMULCHED AND WATERED UNTIL I. I TYP 1-41 10 LAS -i C4371JRSWCr. 3. DOjyF:. IN ;�Nrj -.r WA, ',1 IAIK 11 C1 D" JOINT GROWTH IS ESTABLISHED; IN DEVELOPED AREAS WHERE GRASS TE 9TRVCIUl ADJkER I TO K (DPI VXA7r. NLET EW)x. CLIPPI. "ICTIm iaox. ETC.) - YPE "B" JOINTY TYPE "C" JOINT AT FUTURE IS PRESENT. BLOCK SOD WILL BE REOUIRED. BARED AREAS , 0 2, 0 C. w APPROVED EROS*N (;OIITRO� MEASURES IJUE_T CE iNST&I LED VITTH -3 It 12" SAPS 0) 1,— O.C. 1, -4 � IV, EIA� EXTENSION OR AT PROP. SMALL BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF pl, 'tm, ENTIRE - - '�:ljl C 14 #4 O.C.E.W. WORK (7YP.) LAST DISTURBANCE 4 �t4 DUPNG THE m T..AT CAPTI. IIA BEEN ElAp[o By CnIIPACTED 51.13, 10 A DDeSff! AT "AS7 gar/ Of VIA -41,11.11,11 DRY UENaTY AS BARS.18 I*r,�.ISTRUCTe� tM St`ALL SIA- IN rLAcr UNTIL AcculTA51,F 0E7Em4NED 9T P;OC"Op. Col. tS7 DA5nl NIOU SMALL BI-- 0-d/ W:T Or TIC O--:MUIA LICISTURZ C*\'7ENT An AdahL r v ON TEST A-57- C691 ..AN is APPROVED EROSION CONT .CCC AlGROWTH r� EStABUSFCD AFTER. CONS7"ZV�TIVI A 'LEAR ROL MEASURES MUST 'BE INSTALLED CGHPLETE AND THEN REIJOvCD cly cumeACTOR. r s"I T`YPE "B" DURING THE, ENTIRE TIME THAT EARTH HAS BEEN BARED BY ALL EROSION CONTROL WEASj"4ZS f3f, ' %F CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE CL-c-111LU VF CD VEGETATIVE GROWTH 15 ESTABLISHED AFTER CONSTRUCTION IS SILT jNnTCR EVEgY RAN. TYPICAL JOINT LAYOUT AT CONTRACTION JOINT COMPLETE AND THEN REMOVED BY CONTRACTOR. SILT FENCE ASSEMBL SEAL *MTH EYPk4SIQ-\ TRANSVERSE r. CONCRETE INTERSECTION ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF MAIEPIA! SMOOT , if WII 1 71. rAR JOINTS SHALL BE SPACED 15'CENTER TO CENTER I AFTER EVERY RAN. mppi -631 el Y. Ia." V." OJI VHE I ST11.00 (0 ED VHE r GREASE, TYPE "G*' EXPANSION JOINT ELEV. + MATCH f� OF EXISTING CURB "G" EXPANSION NOTE! N0N_EX_.RJDIHC Fff.IF.Pi GUTTER TYPE TYPE EXPANSION JOINTS IN CURB & GUTTER T/C ELEV.=3" EXISTING GUTTER TO BE REMOVED JOINT. ELEV. + 1 -3 RARS MATCH E OF TIC ELEV.=3*' SHALL BE SPACED AT A MAXIMUM DISTANCE OF LONG VETAL OR PILAZT-C CAR IN�JGE 12' 0 GY,W OR, -j ­_,tI-UAy (;LXfCf"E._ EXISTING GUTTER 60'APART AND AT ALL RADIUS POINTS.P.7.'S AND 4AM1 I -.1 10 c 'S 18' C E W. S I I'l-IA; I K - 3 U 0 0 p ca -4 BIV, EXISTING PVMT, P.C. 'S- TYPE "B" CONTRACTION JOIN75 IN CURB !V4" �;.,-FATFR TFAN OF W T Ctp o.t� � BE Lot* %OUGH 44 TMKX mtru 4" SHALL BE SPACED AT A MAXIMUM SEE FINISH 1'rTE GUTTER E TO�'COVE`z 2- Or DOW�L NAVE SIQF SID EXISTING 2't*l DISTANCE or to, APART. _;ND or -; --f eAp' C"; 15 r FR�,A EN PV MT� 4" _T 24 IS "T U T' R JOINT. /C T E LEV =1 N. EXISTING BASE 3" RISE —12"— SIDEWALK EXPANSI )N 4' CONCRETE SIDEWALK C) _T MIN DRIVEWAY APRON SHALL BE 4" QS -DAY CONCRETE STPENGTfl & G0N91RUGr10N 3" RISE DRIVEWAY APRON SHALL BE 41, ZDEFORMED TIE BAR -3500 psil V11#4 BARS a 18" N"R V41"R EXISTING 74 128 -DAY CONCRETE STRENGTH # 4 X 18" D.C. O.C.E.W. ASPHALT APRONS W/O BASIT CURB AND GUTTER SHALL BE =3500 psil w1#4 BARS Q 18" FOR TIE TO CONCRETE W AS C. O.C.E.W. ASPHALT APRONS W/O TO CONCRETE PAVEMENT ALLOWEDON OPEN DITCHED lol/z" DEFORMED TIE BAR I V 6. FL CURB AND GUTTER SHALL BE ONLY STREET SECTIONS ONLY. #4 It 18" 0 C FOR TIE ../ ? . � , . . T c I i ALLOWEDON OPEN DITCHED 0 ONCRE' E TO STREET SECTIONS ONLY. SECTIONA-A 31 -4� �,­ VARIES CONCRETE PAVEMENT Sit ONLY.AND 3" CLEAR 1 YP 2y L%;T '.0 SECTIONA-A GRADING DRAINAGE DETAILS 24" LAY DOWN GUTTER SECTION STORM SEWER NOTES 7S T7:17:070 1.1 STORM, SEWER MATERIAL- SHALL BE AS FOLLOWS�FOR THE FOLLOWING ASTM C-76, GASK r_ REINFORCED'CONCRETE PIPE .(RCP) CLASS III , ETE� PIP— HIGH DENSITY POLYETHYLENE CORRUGATED PIPE W/SMOOTH WALL INTERIOR, ADS N-12 WT (WATER TIGHT) CONCRETE FOR STRUCTURES (INLETS, CATCH BASINS, JUNCTIONS, ECT.)" MIN 4000 PSI -28 DAY STRENGTH 2. TRENCH BACKFILL SHALL'BE COMPACTED TO AT LEAST 98% STANDARD (D-698) UNDER AREAS TO BE PAVED, OR AT THE CONTRACTORS OPTION, CEMENT STABILIZED SAND BACKFILL MAY BE USED. ALL OTHER AREAS SHALL BE COMPACTED TO AT LEAST 957. STANDARD (ASTMD--698). TESTS ARE TO BE CONDUCTED EVERY 200' - FOR 'EVERY 24- OF THICKNESS. >BACKFILL MATERIAL ,TO BE PLACED IN 6" LIFTS. 3. ALL STORM SEWER FLOWLINES(IN & OUT) ARE CALCULATED TO THE CENTER OF THE INLET BOX. CONTRACTOR SHALL ADJUST FLOWLINES TO MATCH THE FACE `OF THE INLET BOX. 4.CONTRACTOR IS TO USE SILT FENCING AROUND INLET'AND JUNCTION BOXES AND GRAVEL FILLED PERMEABLE BAGS AROUND INLET BOXES (AS, NESSECCARY) TO PREVENT SEDIMENT FROM ENTERING STORM SEWER SYSTEM..PRIOR TO ACCEPTANCE OF PROJECT FOR SUBSTANTIAL COMPLETION, CONTRACTOR IS TO CLFAN Al I .STORM RFWFP FArII ITIFq (1FtzpnikAPl`dT , I I 0 _j 5. ALL STORM SEWER PIPE BACKFILL SHALL BE "STRUCTURAL" COMPACTED TO 98% STD, (ASTM D-698) 0 IN ACCORDANCE WITH B/CS STANDARDS. CONTRACTOR MAY USE CEMENT STABILIZED SAND FOR ENTIRE 1L TRENCH DEPTH. I 4" CAP UNIT CRCISS. SLOPE. t+ZI- TO ::KJXC� 2 ON � IL Lt:S5 I'M," V ✓fl ANY PEDESTRIAN FACILITIES -)7c (�A.'; OR 1: p RL',) 76a -15N rP RAMP nR TRAl`49TK)fI A i. 0� 2 017prnk NOTES -f. st-uphs 'AR1F THr rfji, w%x1AJm &LOV, 17AIST POSSIPL'7 THAT WILL LL DPAN PRCPEFLY_t'42Ij[L1 BE UYtD. AOO�S_ CURB RZVP LENGTH zrz c-P.mDz AUq0A;,4 SIDEWALKS AS DVCCT-D. 400,*S SH,'-' L BE 4. 5 5'l_T4WM 'WITH A MAN,4,1�1 fZ Si OFF &,, ANY C:n TD STRICT OR (1) - 8' CAP UNIT ��A"U'NIT 8" KEYSTONE M&NEUVERK; t* 4 FRQP_3Ty LK r UNIT 4 7 A- "AX. cviii . - 51-VOC', AREAS Off --HFEET'r Z At* -1 IfUCAIL 1 ,URF CE F ArH cvpa RANT- Y DMLC-A-L-PL-A-C-E-M-11-N-T-0-F-D-E-UCTABLE.WARNING FJFTF-CTAFq F 'PA�tc* ',,LtF6.WES S'ALL 61, A MNIIIJ DEFT;I IN THE CCRECIIION UF HEU�31HII 51WEA-CE ON N ]A�IVLL. LANDING AT SMET FJ)GE rULL, V010ni OF CURB R.A�.JF ;.Ni0q4G yi�-Rf: PESESTWI Ac,�ES-S figJITE r�NTEI;S + 7-- STRE�T SW2!�.1407ICINAL -00 6, Lfc-1ECTAKE wAkmqu EZZ I.C.C.AT EDGE N AR ST T4E *, B LINE 113 C - '1jF A MINIVUf14 Ct LiAX1=1A CF 1�- FtZOM TI -E IXTFINGIONI Or 74iE FC[ Al, C OF 2i' IN EXTE� TH 0 THE 3,11 TK1T IH 4v 11 OF CUP.19, + + 1LLDV;,31E CROSS SI.OFF ON SIDFt4Ai x Arl'i C.IR-d RAMP ti 7+4. RP; 'c WITH SETI.CNIED C -RDS MAY EX US �D :-N-Y ONEIRE PEDE5�.,VWC Y.00 NOT NOz1VLLY WALY ACMS5 III[ FECAUSE THE ADJACENT IS PLARTING OF OTHER NON-w4lujG sLRFXF OR RFCAUSE THE NDE 13 bUIEIS-AN (LILLY 0i:31RUCII:D 0THFRW6F. PROVIIF F. 4R t; _90E�5. i 6%�FORIUATION ON CURB AS4-11r' LOCA -j ION. DE�n-,N. LIGHT R--VVALUE —m-_XTURE MAY BE FWND N TW_ C;.*RRSWi COf70t, 317 THE TEXAS ACC1551C3ILITT N�04RDS (-ASI A:%9 16 -AC 1466.102. K- 4 RCTAR1.2 WARNP,;G SIjPF;-CES $,1AY BE CURVED c zzmxtj�, :7� Tr.rP, MAINTAtt.-S LIS-. :jr OUALp'lEG Ul, I Lc?,VLE MAIL :' CALS, C and UT10i At 1� ��14 TiC V. 1.1 -It OC OV_R a. CFO�,�,WALK A� M,F1K.7NGrz I SEP%IC AS A PEDESTRI#%.4 ?W;�.G-A41' A, IRV 1.4.171Ml SHOULD 5E ! w-',Iwjm 7:1 - hEIYANS SHOULD •W� DFiW.-FT) To Pr0V-DE p4S-_--x * WrE OR THFOIY,h -HEM. NLI­4�*Ns. MOSSWAY, MARKNGS AND STOP BAR LOCATIONS SF -ALL BE SHCON L' 'A' IN T�-_ PLANS. AT INTERSEC71tt 'VHFP" CR()­bWA?K APE _14t1T kEtiLwL, rt;I­1�3 NaIPS SHA -L EIF k+lCt.�-FD '.VIjM THF-R7TIC.AL _�Y "MV, RAV7- 102 SLOPE MAX.. X' GARS 0 Ia,, O.C'E.W' S-RZ,%1;TH - 3CO) p; + 15TINC IFFATURES 'HAT C01,91. Y WITH -AS MAY 11DIAltj IN PLACE _MLU+S SHOWN OM THE PjAn5. 11144)F!Azl_'� t -IRE PDT REOUI.R; 0 ON CURB RAMFS� phov0F. cw, Hm&-, W+�Vfv" c LAI F_ Uli +,*S:MCIOI DOWEL, B3R. 112'DIA- 14 Fm,. of M,<: 4' CAP 0 ',"' O,C. CLIR:i P;V;P Ald',l LA%,'IN,^5 FROM ADJACENT SfD-WALK .46 ANY OTirR rATH'PREMOLO OR BOARD JOINT OF Z/4" UNLESS OTHE�WISE OTIECTC0 4 cU TCOATED V1111CAVY 131 TIE 1Nr6k1x:'7 S'F PT 61111 i 12. FROVUE A z-VOCITX 7RANSITION VHFPF 7-F CURR RAMPS COulIECt fU IML StREEir aE51DENTLU, 4' SIRE, IVALK AktBULATORY R -AMP AT ZOT INTERS-ECTION & DRIVE IS m h, took iwJmci r wh tru z -L,rfacefl t3n� 7 i 1",PAAjs1cN IS SD� c\j ry z Lu CD. LO Lu — z Ia co Lu >- w LU0 0 < rx" to w :5 C-0 co N I-- �V1\ U JI1. %-A .1 1%_117 V. JLJ. -4 L v EXPANSION JOINTS AS SHOWN AND AT —VARIES— EACH RADIUS POINT. CURB EXPANSION ADJACENT PUBLIC R- T^. SUGr TO BE SPACED AT 60' INTERVALS & ALL RADIUS POINTS. P.C.-S,P,T.-S. OPPOSITE P.I'S, JOINTS SMALL BE AT 60'CENTERS. CURB EROSION CONTROL ALONG DITCH RIDE & ON ALL HORIZONTAL VERTICAL CURVES TYPE "S" JOINT CONTROL JOINTS SMALL BE AT t0 CENTERS S-ECT101VA-A TYPE "0" JOIN -01, QNSTRU CON EXIT.S.I.LT.WNTROL "elP LONGITUDINAL JT_ 0 90, To CHORD OF RADIUS (TYPA 2"X4" VtME TFjjFO ME H AS7C, P1-021 3000F,47 CONTPOi- FAf4-1i(' ITYP.) FAST�Nfl)- VCURFI It -v- -POST & WIRE ME' H METAL T R FABRIC To EXTEN13 B" Or FfL7E 'tAgT SAWED OR FOPMED.SEAL TYPE JOINT AT ALL AS I � Z 110. '7 1'�; N'TO A TR tjCH V.0 BE xNCmo-.jED RADIUS POINTS AND > 5=4rED WAPART WiH Cl,��A�YED BACil T -L. WITH JOINT MATERIAL. MAX. DISTANCE OF GF2MRAL NOITS: SEALING NOT REO'D IN CURBS- 300 'ON TANGENTS SILT FEWE A�%D/Ofi A LOW' 2_5' ri S'A, TCt or �LMFGR SEDIMENT -to �AILL 3N,-.F..AS IXIS'10-t; VLIklAllr,N -�,Nl) Gll.,1,55 C.'j1jjL.j 0. 'T RAY DALES BE H.V& HEIN ".17' BY WISTRIX"Tion SHAJ 1E AD_rvk!`El_'� DF Tr.A_IGN I-ENCE KTITEI 1/8"TO 3/16" GENERALNOTES: USED IN A"i-A VLC9,K 501,10ELI US �*!*,.4OWLIXHLO ANO WATERED i;\il.- EVIALK S14ALL BE I I AC,':OPEA1JCE It! 01105 I-INIFIED )ES01 CUIOCILTICS. .P JN SLOPE Cmmu-(.". a•i1 • Ii 3/4. DR1v;f4,[ fL019. ClIGINTH IS FSTARLM:47): IN EjE1.1Fj("FED An --AS %VME;r C32 ac I- Sit ]PLAaMENIT BACK OF CURB ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER 1%4 15 PRESENT.VLOCK SOC- MU HAVE BEEN BARED BY CONSTRUCTION SHALL BE ADEOUATELY WTURAL CRZ4.1.14 or IL, BE KQUIRED. eARIED A.;EAS 2 FINS 51" 'Lt.HT aPQOM 17411�� . _-C, TO OE TOO: 1 D�CP 0 A�INIERVO_S. EYFIANSION 109-412 501 O.C.. I SMAIJ. PF. SFFrfD CR �ODDEOWITI-Ifl 14 �ALENDAR DAYS or CC117RACTION �OINTS �i - 13 : 7 6" MIN. BLOCK SODDED OR HYDROMULCHED AND WATERED UNTIL I. I TYP 1-41 10 LAS -i C4371JRSWCr. 3. DOjyF:. IN ;�Nrj -.r WA, ',1 IAIK 11 C1 D" JOINT GROWTH IS ESTABLISHED; IN DEVELOPED AREAS WHERE GRASS TE 9TRVCIUl ADJkER I TO K (DPI VXA7r. NLET EW)x. CLIPPI. "ICTIm iaox. ETC.) - YPE "B" JOINTY TYPE "C" JOINT AT FUTURE IS PRESENT. BLOCK SOD WILL BE REOUIRED. BARED AREAS , 0 2, 0 C. w APPROVED EROS*N (;OIITRO� MEASURES IJUE_T CE iNST&I LED VITTH -3 It 12" SAPS 0) 1,— O.C. 1, -4 � IV, EIA� EXTENSION OR AT PROP. SMALL BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF pl, 'tm, ENTIRE - - '�:ljl C 14 #4 O.C.E.W. WORK (7YP.) LAST DISTURBANCE 4 �t4 DUPNG THE m T..AT CAPTI. IIA BEEN ElAp[o By CnIIPACTED 51.13, 10 A DDeSff! AT "AS7 gar/ Of VIA -41,11.11,11 DRY UENaTY AS BARS.18 I*r,�.ISTRUCTe� tM St`ALL SIA- IN rLAcr UNTIL AcculTA51,F 0E7Em4NED 9T P;OC"Op. Col. tS7 DA5nl NIOU SMALL BI-- 0-d/ W:T Or TIC O--:MUIA LICISTURZ C*\'7ENT An AdahL r v ON TEST A-57- C691 ..AN is APPROVED EROSION CONT .CCC AlGROWTH r� EStABUSFCD AFTER. CONS7"ZV�TIVI A 'LEAR ROL MEASURES MUST 'BE INSTALLED CGHPLETE AND THEN REIJOvCD cly cumeACTOR. r s"I T`YPE "B" DURING THE, ENTIRE TIME THAT EARTH HAS BEEN BARED BY ALL EROSION CONTROL WEASj"4ZS f3f, ' %F CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE CL-c-111LU VF CD VEGETATIVE GROWTH 15 ESTABLISHED AFTER CONSTRUCTION IS SILT jNnTCR EVEgY RAN. TYPICAL JOINT LAYOUT AT CONTRACTION JOINT COMPLETE AND THEN REMOVED BY CONTRACTOR. SILT FENCE ASSEMBL SEAL *MTH EYPk4SIQ-\ TRANSVERSE r. CONCRETE INTERSECTION ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF MAIEPIA! SMOOT , if WII 1 71. rAR JOINTS SHALL BE SPACED 15'CENTER TO CENTER I AFTER EVERY RAN. mppi -631 el Y. Ia." V." OJI VHE I ST11.00 (0 ED VHE r GREASE, TYPE "G*' EXPANSION JOINT ELEV. + MATCH f� OF EXISTING CURB "G" EXPANSION NOTE! N0N_EX_.RJDIHC Fff.IF.Pi GUTTER TYPE TYPE EXPANSION JOINTS IN CURB & GUTTER T/C ELEV.=3" EXISTING GUTTER TO BE REMOVED JOINT. ELEV. + 1 -3 RARS MATCH E OF TIC ELEV.=3*' SHALL BE SPACED AT A MAXIMUM DISTANCE OF LONG VETAL OR PILAZT-C CAR IN�JGE 12' 0 GY,W OR, -j ­_,tI-UAy (;LXfCf"E._ EXISTING GUTTER 60'APART AND AT ALL RADIUS POINTS.P.7.'S AND 4AM1 I -.1 10 c 'S 18' C E W. S I I'l-IA; I K - 3 U 0 0 p ca -4 BIV, EXISTING PVMT, P.C. 'S- TYPE "B" CONTRACTION JOIN75 IN CURB !V4" �;.,-FATFR TFAN OF W T Ctp o.t� � BE Lot* %OUGH 44 TMKX mtru 4" SHALL BE SPACED AT A MAXIMUM SEE FINISH 1'rTE GUTTER E TO�'COVE`z 2- Or DOW�L NAVE SIQF SID EXISTING 2't*l DISTANCE or to, APART. _;ND or -; --f eAp' C"; 15 r FR�,A EN PV MT� 4" _T 24 IS "T U T' R JOINT. /C T E LEV =1 N. EXISTING BASE 3" RISE —12"— SIDEWALK EXPANSI )N 4' CONCRETE SIDEWALK C) _T MIN DRIVEWAY APRON SHALL BE 4" QS -DAY CONCRETE STPENGTfl & G0N91RUGr10N 3" RISE DRIVEWAY APRON SHALL BE 41, ZDEFORMED TIE BAR -3500 psil V11#4 BARS a 18" N"R V41"R EXISTING 74 128 -DAY CONCRETE STRENGTH # 4 X 18" D.C. O.C.E.W. ASPHALT APRONS W/O BASIT CURB AND GUTTER SHALL BE =3500 psil w1#4 BARS Q 18" FOR TIE TO CONCRETE W AS C. O.C.E.W. ASPHALT APRONS W/O TO CONCRETE PAVEMENT ALLOWEDON OPEN DITCHED lol/z" DEFORMED TIE BAR I V 6. FL CURB AND GUTTER SHALL BE ONLY STREET SECTIONS ONLY. #4 It 18" 0 C FOR TIE ../ ? . � , . . T c I i ALLOWEDON OPEN DITCHED 0 ONCRE' E TO STREET SECTIONS ONLY. SECTIONA-A 31 -4� �,­ VARIES CONCRETE PAVEMENT Sit ONLY.AND 3" CLEAR 1 YP 2y L%;T '.0 SECTIONA-A GRADING DRAINAGE DETAILS 24" LAY DOWN GUTTER SECTION STORM SEWER NOTES 7S T7:17:070 1.1 STORM, SEWER MATERIAL- SHALL BE AS FOLLOWS�FOR THE FOLLOWING ASTM C-76, GASK r_ REINFORCED'CONCRETE PIPE .(RCP) CLASS III , ETE� PIP— HIGH DENSITY POLYETHYLENE CORRUGATED PIPE W/SMOOTH WALL INTERIOR, ADS N-12 WT (WATER TIGHT) CONCRETE FOR STRUCTURES (INLETS, CATCH BASINS, JUNCTIONS, ECT.)" MIN 4000 PSI -28 DAY STRENGTH 2. TRENCH BACKFILL SHALL'BE COMPACTED TO AT LEAST 98% STANDARD (D-698) UNDER AREAS TO BE PAVED, OR AT THE CONTRACTORS OPTION, CEMENT STABILIZED SAND BACKFILL MAY BE USED. ALL OTHER AREAS SHALL BE COMPACTED TO AT LEAST 957. STANDARD (ASTMD--698). TESTS ARE TO BE CONDUCTED EVERY 200' - FOR 'EVERY 24- OF THICKNESS. >BACKFILL MATERIAL ,TO BE PLACED IN 6" LIFTS. 3. ALL STORM SEWER FLOWLINES(IN & OUT) ARE CALCULATED TO THE CENTER OF THE INLET BOX. CONTRACTOR SHALL ADJUST FLOWLINES TO MATCH THE FACE `OF THE INLET BOX. 4.CONTRACTOR IS TO USE SILT FENCING AROUND INLET'AND JUNCTION BOXES AND GRAVEL FILLED PERMEABLE BAGS AROUND INLET BOXES (AS, NESSECCARY) TO PREVENT SEDIMENT FROM ENTERING STORM SEWER SYSTEM..PRIOR TO ACCEPTANCE OF PROJECT FOR SUBSTANTIAL COMPLETION, CONTRACTOR IS TO CLFAN Al I .STORM RFWFP FArII ITIFq (1FtzpnikAPl`dT , I I 0 _j 5. ALL STORM SEWER PIPE BACKFILL SHALL BE "STRUCTURAL" COMPACTED TO 98% STD, (ASTM D-698) 0 IN ACCORDANCE WITH B/CS STANDARDS. CONTRACTOR MAY USE CEMENT STABILIZED SAND FOR ENTIRE 1L TRENCH DEPTH. I < -KLU 11 , ;# IF ALFRED A. AIN i ........................ J0 97221 F_ U) 4" CAP UNIT PEDESTRIAN FACILITIES -)7c (�A.'; OR 1: p RL',) (2) - 4- CAP UNITS A i. 0� 2 017prnk NOTES -f. st-uphs 'AR1F THr rfji, w%x1AJm &LOV, 17AIST POSSIPL'7 THAT WILL LL DPAN PRCPEFLY_t'42Ij[L1 BE UYtD. AOO�S_ CURB RZVP LENGTH zrz c-P.mDz AUq0A;,4 SIDEWALKS AS DVCCT-D. 400,*S SH,'-' L BE 4. 5 5'l_T4WM 'WITH A MAN,4,1�1 fZ Si OFF &,, ANY C:n OR (1) - 8' CAP UNIT ��A"U'NIT 8" KEYSTONE M&NEUVERK; t* 4 3 fJ Irtl I WMICATEC Dr,"AEc M THE rt:iECT" OF It I--- I'AL` 01: IPA'VFI. WHEN ENTIRINC T -E SIREET r UNIT 4 7 -L Y., 4' WHOLLY CONTAIfkf) 'VITIffN THE CP,0*55WALK Atli) V,',CLLY CJT.ADF - PAPALLrt- TRAVEL PATH. "AX. cviii . - 51-VOC', AREAS Off --HFEET'r Z At* -1 IfUCAIL 1 ,URF CE F ArH cvpa RANT- Y DMLC-A-L-PL-A-C-E-M-11-N-T-0-F-D-E-UCTABLE.WARNING FJFTF-CTAFq F 'PA�tc* ',,LtF6.WES S'ALL 61, A MNIIIJ DEFT;I IN THE CCRECIIION UF HEU�31HII 51WEA-CE ON N ]A�IVLL. LANDING AT SMET FJ)GE rULL, V010ni OF CURB R.A�.JF ;.Ni0q4G yi�-Rf: PESESTWI Ac,�ES-S figJITE r�NTEI;S + 7-- STRE�T SW2!�.1407ICINAL -00 6, Lfc-1ECTAKE wAkmqu EZZ I.C.C.AT EDGE N AR ST T4E *, B LINE 113 C - '1jF A MINIVUf14 Ct LiAX1=1A CF 1�- FtZOM TI -E IXTFINGIONI Or 74iE FC[ Al, C OF 2i' IN EXTE� TH 0 THE 3,11 TK1T IH 4v 11 OF CUP.19, -3 FlAi-Is r, 171* W. OR 79-nAY CONCRP Tr 1LLDV;,31E CROSS SI.OFF ON SIDFt4Ai x Arl'i C.IR-d RAMP ti 7+4. RP; 'c WITH SETI.CNIED C -RDS MAY EX US �D :-N-Y ONEIRE PEDE5�.,VWC Y.00 NOT NOz1VLLY WALY ACMS5 III[ FECAUSE THE ADJACENT IS PLARTING OF OTHER NON-w4lujG sLRFXF OR RFCAUSE THE NDE 13 bUIEIS-AN (LILLY 0i:31RUCII:D 0THFRW6F. PROVIIF F. 4R t; _90E�5. i 6%�FORIUATION ON CURB AS4-11r' LOCA -j ION. DE�n-,N. LIGHT R--VVALUE —m-_XTURE MAY BE FWND N TW_ C;.*RRSWi COf70t, 317 THE TEXAS ACC1551C3ILITT N�04RDS (-ASI A:%9 16 -AC 1466.102. K- 4 RCTAR1.2 WARNP,;G SIjPF;-CES $,1AY BE CURVED c zzmxtj�, :7� Tr.rP, MAINTAtt.-S LIS-. :jr OUALp'lEG Ul, I Lc?,VLE MAIL :' CALS, C and UT10i At 1� ��14 TiC V. 1.1 -It OC OV_R a. CFO�,�,WALK A� M,F1K.7NGrz I SEP%IC AS A PEDESTRI#%.4 ?W;�.G-A41' A, IRV 1.4.171Ml SHOULD 5E ! w-',Iwjm 7:1 - hEIYANS SHOULD •W� DFiW.-FT) To Pr0V-DE p4S-_--x * WrE OR THFOIY,h -HEM. NLI­4�*Ns. MOSSWAY, MARKNGS AND STOP BAR LOCATIONS SF -ALL BE SHCON L' 'A' IN T�-_ PLANS. AT INTERSEC71tt 'VHFP" CR()­bWA?K APE _14t1T kEtiLwL, rt;I­1�3 NaIPS SHA -L EIF k+lCt.�-FD '.VIjM THF-R7TIC.AL _�Y GARS 0 Ia,, O.C'E.W' S-RZ,%1;TH - 3CO) p; 01mr!WISIE ID. h 15TINC IFFATURES 'HAT C01,91. Y WITH -AS MAY 11DIAltj IN PLACE _MLU+S SHOWN OM THE PjAn5. 11144)F!Azl_'� t -IRE PDT REOUI.R; 0 ON CURB RAMFS� phov0F. cw, Hm&-, W+�Vfv" c LAI F_ Uli h-QU It -_X175SES (PENETRATES) A CL4M. Fm,. of It 3FPAR4TF ELEME-N-S CLIR:i P;V;P Ald',l LA%,'IN,^5 FROM ADJACENT SfD-WALK .46 ANY OTirR rATH'PREMOLO OR BOARD JOINT OF Z/4" UNLESS OTHE�WISE OTIECTC0 131 TIE 1Nr6k1x:'7 S'F 12. FROVUE A z-VOCITX 7RANSITION VHFPF 7-F CURR RAMPS COulIECt fU IML StREEir IWICAL PLACEMMT OF 11W11,GrAAUbl-UP; G SURFACE ON SLOP( Ng JIAMP SUN YCONCRETT SIDEWALK 0 t NDS X1511.15 ROUND GRATE CFI-RAJ-MOTF7, 4PAYFRS1 m h, took iwJmci r wh tru z -L,rfacefl t3n� 7 i 1",PAAjs1cN IS SD� DETECT,-al.T '.YAFttN- VAVLR 111ITS MCCTNG AL�L RI`QU1REM=I4TS i-jF -RTIk C`)iG, C-3). LAY IN A TWO DIf VwO UNIT UA3KE1 ffENVE PAIIERN OR AS DfRFCTF. LAY FULL-S]Zr LTUT5 FIRE- FOLLOW --D BY CLOS13r:: UN[TS rOI`nI'7N,, nr AT LrATT 25 Pr9CENT Or A FULL UTT. SUT TIFIFCTAib E WARIONG_ IVAil kifl U1344C, A PCV,1zR Ir -NO. 3 RESAi? AROUAD PAYOR &mT DIT-CTADLE WARNING PAVER W-711 jostlir-, mE 5wFAcE 'D rc:1tJr1_L11 MCRTAR OLD SJ.IAL- CONI-OrV. TO IV F�,ViE­ ILICAP-LE SPECIFICATIONS i -CONT,?&, JOtNI K:ZIAISS BLE - CURB RAMP MIQA�L AMBUI-kTORY RAMP W/ 1 BOTH WAYS -SLASS A CONCRETE - 5,ALL CONFORM TO APPLIC48LE SPECiFICA11C.N5 WINGS CAA LE WARNING PAVER DETE -021 1. SECURE ALL CAP UNITS WITH 10m I QN)__ �ECZIQAr A -A KEYSTONE KAPSEAL OR EQUAL 04 V151111 To Ic- AXNT ERI;,L, toj TOP OF WALL STEPS 0 ,,-KEYSTONE CAP UNIT B* MIN. LOW PERMEABLE SOIL 15" DIA. ADS 21, ;AM N-12 WT PIPE 41 SF7 NOTF I C SEE NOTE 31- 1\ 15* ADS N-12 WT STORM SEWER c UNIT DRAINAGE FILL KEYSTONE STANDARD II Ltj \ '.- 23-D4y C04 -,PETE r SIDEUALK CON -Mk M�,' [ON1.10rNT 3 ]AR's 0 12, O.0 w.w. 07=, SIRC.,i,�711 - 5000 P�j WOVEN FILTER FABRIC UNIT DRAINAGE FILL a. 15" ADS N-12 WT OR DUAL WALL WT (3/4- CRUSHED It— ..., I.:. . :.- 0 APPROXIMATE ROCK OR STONE) 9 TEE OR 90' FITTING ASREQUIRED .4 UAH,.i 0 1,=" r' I ''ICK q N I, Jz LIMITS OF 8' OR 16 8* OR 16' STEP UNREINFORCED CONCRETE SEE FfllifSH NOTE ON ..7., EXCAVATION 1--1 1/4- LEVELING PAD COMPACTED MATERIALa_ ELEVATIO ,c Ph 20<x<30 8" WCONCRETE SIDEWALK 0 11 COMPACT TO 95% STD. 153 (D FINISHED GRADE (RETAINED SOIL) 1. THE LEVELING PAD IS TO BE CONSTRUCTED OF OR 2000 PSI OF % til UNREINFORCED CONCRETE. U) FOR INSTALLATION IN GRASSED AREAS NOT TO ,.SCALE 0 CoTvrc,ETE SIDEWALK 1/2- X 5 1/4' FIBERGLASS 3: e W PINS '0 COMP 2000 PSI UNREINFORCED (98% SID. PROCTOR) CONCRETE LEVELING PAD --- (FOUNDATION SOIL) FRONT FACE 0-0 ................ .. < -KLU 11 , ;# IF ALFRED A. AIN i ........................ J0 97221 F_ U) 4" CAP UNIT PEDESTRIAN FACILITIES 1_� (�A.'; OR 1: p RL',) (2) - 4- CAP UNITS A i. 0� 2 017prnk NOTES -f. st-uphs 'AR1F THr rfji, w%x1AJm &LOV, 17AIST POSSIPL'7 THAT WILL LL DPAN PRCPEFLY_t'42Ij[L1 BE UYtD. AOO�S_ CURB RZVP LENGTH zrz c-P.mDz AUq0A;,4 SIDEWALKS AS DVCCT-D. 400,*S SH,'-' L BE 4. 5 5'l_T4WM 'WITH A MAN,4,1�1 fZ Si OFF &,, ANY C:n OR (1) - 8' CAP UNIT ��A"U'NIT 8" KEYSTONE M&NEUVERK; SPACE AT T. E EtOTTC+4 OF CIrF!: R14.jrS SW 5- A WelkVul.' Or 3 fJ Irtl I WMICATEC Dr,"AEc M THE rt:iECT" OF It I--- I'AL` 01: IPA'VFI. WHEN ENTIRINC T -E SIREET r UNIT 4 7 -L Y., 4' WHOLLY CONTAIfkf) 'VITIffN THE CP,0*55WALK Atli) V,',CLLY CJT.ADF - PAPALLrt- TRAVEL PATH. "AX. cviii . - 51-VOC', AREAS Off --HFEET'r Z At* -1 IfUCAIL 1 ,URF CE F ArH cvpa RANT- Y DMLC-A-L-PL-A-C-E-M-11-N-T-0-F-D-E-UCTABLE.WARNING FJFTF-CTAFq F 'PA�tc* ',,LtF6.WES S'ALL 61, A MNIIIJ DEFT;I IN THE CCRECIIION UF HEU�31HII 51WEA-CE ON N ]A�IVLL. LANDING AT SMET FJ)GE rULL, V010ni OF CURB R.A�.JF ;.Ni0q4G yi�-Rf: PESESTWI Ac,�ES-S figJITE r�NTEI;S + 7-- STRE�T SW2!�.1407ICINAL -00 6, Lfc-1ECTAKE wAkmqu EZZ I.C.C.AT EDGE N AR ST T4E *, B LINE 113 C - '1jF A MINIVUf14 Ct LiAX1=1A CF 1�- FtZOM TI -E IXTFINGIONI Or 74iE FC[ Al, C OF 2i' IN EXTE� TH 0 THE 3,11 TK1T IH 4v 11 OF CUP.19, 4,4 CURF 61 SIIRF�C_E �F`PROAC,. - Nr-- 5* I 1 1LLDV;,31E CROSS SI.OFF ON SIDFt4Ai x Arl'i C.IR-d RAMP ti 7+4. RP; 'c WITH SETI.CNIED C -RDS MAY EX US �D :-N-Y ONEIRE PEDE5�.,VWC Y.00 NOT NOz1VLLY WALY ACMS5 III[ FECAUSE THE ADJACENT IS PLARTING OF OTHER NON-w4lujG sLRFXF OR RFCAUSE THE NDE 13 bUIEIS-AN (LILLY 0i:31RUCII:D 0THFRW6F. PROVIIF F. 4R t; _90E�5. i 6%�FORIUATION ON CURB AS4-11r' LOCA -j ION. DE�n-,N. LIGHT R--VVALUE —m-_XTURE MAY BE FWND N TW_ C;.*RRSWi COf70t, 317 THE TEXAS ACC1551C3ILITT N�04RDS (-ASI A:%9 16 -AC 1466.102. K- 4 RCTAR1.2 WARNP,;G SIjPF;-CES $,1AY BE CURVED c zzmxtj�, :7� Tr.rP, MAINTAtt.-S LIS-. :jr OUALp'lEG Ul, I Lc?,VLE MAIL :' CALS, C and UT10i At 1� ��14 TiC V. 1.1 -It OC OV_R a. CFO�,�,WALK A� M,F1K.7NGrz I SEP%IC AS A PEDESTRI#%.4 ?W;�.G-A41' A, IRV 1.4.171Ml SHOULD 5E ! w-',Iwjm 7:1 - hEIYANS SHOULD •W� DFiW.-FT) To Pr0V-DE p4S-_--x * WrE OR THFOIY,h -HEM. NLI­4�*Ns. MOSSWAY, MARKNGS AND STOP BAR LOCATIONS SF -ALL BE SHCON L' 'A' IN T�-_ PLANS. AT INTERSEC71tt 'VHFP" CR()­bWA?K APE _14t1T kEtiLwL, rt;I­1�3 NaIPS SHA -L EIF k+lCt.�-FD '.VIjM THF-R7TIC.AL _�Y Skip five . tlanent ,ccU is '03 01mr!WISIE ID. h 15TINC IFFATURES 'HAT C01,91. Y WITH -AS MAY 11DIAltj IN PLACE _MLU+S SHOWN OM THE PjAn5. 11144)F!Azl_'� t -IRE PDT REOUI.R; 0 ON CURB RAMFS� phov0F. cw, Hm&-, W+�Vfv" c LAI F_ Uli h-QU It -_X175SES (PENETRATES) A CL4M. Fm,. of It 3FPAR4TF ELEME-N-S CLIR:i P;V;P Ald',l LA%,'IN,^5 FROM ADJACENT SfD-WALK .46 ANY OTirR rATH'PREMOLO OR BOARD JOINT OF Z/4" UNLESS OTHE�WISE OTIECTC0 131 TIE 1Nr6k1x:'7 12. FROVUE A z-VOCITX 7RANSITION VHFPF 7-F CURR RAMPS COulIECt fU IML StREEir IWICAL PLACEMMT OF 11W11,GrAAUbl-UP; G SURFACE ON SLOP( Ng JIAMP SUN �iHht.L 1,11,• ; txCLED IOX VEASLISFtED ALONG CUP -9 L.K. 0 t NDS X1511.15 ROUND GRATE CFI-RAJ-MOTF7, 4PAYFRS1 m h, took iwJmci r wh tru z -L,rfacefl t3n� 7 i 1",PAAjs1cN IS SD� DETECT,-al.T '.YAFttN- VAVLR 111ITS MCCTNG AL�L RI`QU1REM=I4TS i-jF -RTIk C`)iG, C-3). LAY IN A TWO DIf VwO UNIT UA3KE1 ffENVE PAIIERN OR AS DfRFCTF. LAY FULL-S]Zr LTUT5 FIRE- FOLLOW --D BY CLOS13r:: UN[TS rOI`nI'7N,, nr AT LrATT 25 Pr9CENT Or A FULL UTT. SUT TIFIFCTAib E WARIONG_ IVAil kifl U1344C, A PCV,1zR Ir -NO. 3 RESAi? AROUAD PAYOR &mT DIT-CTADLE WARNING PAVER W-711 jostlir-, mE 5wFAcE 'D rc:1tJr1_L11 MCRTAR OLD SJ.IAL- CONI-OrV. TO IV F�,ViE­ ILICAP-LE SPECIFICATIONS i -CONT,?&, JOtNI K:ZIAISS BLE - CURB RAMP MIQA�L AMBUI-kTORY RAMP W/ 1 BOTH WAYS -SLASS A CONCRETE - 5,ALL CONFORM TO APPLIC48LE SPECiFICA11C.N5 WINGS CAA LE WARNING PAVER DETE -021 1. SECURE ALL CAP UNITS WITH 10m I QN)__ �ECZIQAr A -A KEYSTONE KAPSEAL OR EQUAL 04 TOP OF WALL STEPS 0 ,,-KEYSTONE CAP UNIT B* MIN. LOW PERMEABLE SOIL 15" DIA. ADS N-12 WT PIPE C 15* ADS N-12 WT STORM SEWER c UNIT DRAINAGE FILL KEYSTONE STANDARD II Ltj (3/4' CRUSHED ROCK OR UNIT STONE) WRAPED IN NON WOVEN FILTER FABRIC UNIT DRAINAGE FILL a. 15" ADS N-12 WT OR DUAL WALL WT (3/4- CRUSHED It— ..., I.:. . :.- 0 APPROXIMATE ROCK OR STONE) 9 TEE OR 90' FITTING ASREQUIRED Jz LIMITS OF 8' OR 16 8* OR 16' STEP UNREINFORCED CONCRETE ON ..7., EXCAVATION 1--1 1/4- LEVELING PAD COMPACTED MATERIALa_ ELEVATIO ,c Ph 20<x<30 8" 0 11 COMPACT TO 95% STD. 153 (D FINISHED GRADE (RETAINED SOIL) 1. THE LEVELING PAD IS TO BE CONSTRUCTED OF OR 2000 PSI 8. GRATE INLET UNREINFORCED CONCRETE. U) FOR INSTALLATION IN GRASSED AREAS NOT TO ,.SCALE 0 1/2- X 5 1/4' FIBERGLASS 3: e W PINS '0 COMP 2000 PSI UNREINFORCED (98% SID. PROCTOR) CONCRETE LEVELING PAD --- (FOUNDATION SOIL) FRONT FACE ry 0 U) z INSTALL PER MANUFACTURERS SPECIFICATIONS. X Ld W+12' F- 04 of TYPICAL GRAVITY WALL SECTION SECTION STANDARD 11 UNIT 1' SETBACK L&EUNG PAD DETAIL .21 0 n LANDSCAPE BLOCK RETAINING WALL _j NOT TO SCALE UL t L1,:1 A13LE GENRAL NOTES FOR WARNING %Uq1.F*A::; z PEDESTRIAN FACILITIES I CURS RAIIF5 !'LIST CON7AJN A DETEC71ASLE VJA�PNIIII, r0lnSIS OF qAJt;ED T1R0N:A_,76 DOMES C01,10LYIINC.- 4.',q OF IK 'IEXA,, ACU+`�IWKI Y "T, 'XDAPDS supf&�-. &tJ,;;I zDZ FLAP -ALLY WITH AOJOWJ.1*� NCLUD t -G -ES. FWRNISH DAFFY BROV.'N' f. INT FSZ �Prr.VP tift TW AND UVIJAI fit 2 DZITC ly"PTHNG VUG: EL SLI;.- NOT A"OW WATCR TO ACCWUL4'7r_, (�A.'; OR 1: p RL',) suRrAC1 1114, gel s£vTtau 7 �. E: B_RFACES� RY, RED T k1I Y ITIn A i. 0� 2 017prnk NOTES -f. st-uphs 'AR1F THr rfji, w%x1AJm &LOV, 17AIST POSSIPL'7 THAT WILL LL DPAN PRCPEFLY_t'42Ij[L1 BE UYtD. AOO�S_ CURB RZVP LENGTH zrz c-P.mDz AUq0A;,4 SIDEWALKS AS DVCCT-D. 400,*S SH,'-' L BE 4. 5 5'l_T4WM 'WITH A MAN,4,1�1 fZ Si OFF &,, ANY I M&NEUVERK; SPACE AT T. E EtOTTC+4 OF CIrF!: R14.jrS SW 5- A WelkVul.' Or 3 fJ Irtl I WMICATEC Dr,"AEc M THE rt:iECT" OF It I--- I'AL` 01: IPA'VFI. WHEN ENTIRINC T -E SIREET r ;7RIaN 4 7 -L Y., 4' WHOLLY CONTAIfkf) 'VITIffN THE CP,0*55WALK Atli) V,',CLLY CJT.ADF - PAPALLrt- TRAVEL PATH. "AX. cviii . - 51-VOC', AREAS Off --HFEET'r Z At* -1 IfUCAIL 1 ,URF CE F ArH cvpa RANT- Y DMLC-A-L-PL-A-C-E-M-11-N-T-0-F-D-E-UCTABLE.WARNING FJFTF-CTAFq F 'PA�tc* ',,LtF6.WES S'ALL 61, A MNIIIJ DEFT;I IN THE CCRECIIION UF HEU�31HII 51WEA-CE ON N ]A�IVLL. LANDING AT SMET FJ)GE rULL, V010ni OF CURB R.A�.JF ;.Ni0q4G yi�-Rf: PESESTWI Ac,�ES-S figJITE r�NTEI;S + 7-- STRE�T SW2!�.1407ICINAL -00 6, Lfc-1ECTAKE wAkmqu EZZ I.C.C.AT EDGE N AR ST T4E *, B LINE 113 C - '1jF A MINIVUf14 Ct LiAX1=1A CF 1�- FtZOM TI -E IXTFINGIONI Or 74iE FC[ Al, C OF 2i' IN EXTE� TH 0 THE 3,11 TK1T IH 4v 11 OF CUP.19, 4,4 CURF 61 SIIRF�C_E �F`PROAC,. - Nr-- 5* I 1 1LLDV;,31E CROSS SI.OFF ON SIDFt4Ai x Arl'i C.IR-d RAMP ti 7+4. RP; 'c WITH SETI.CNIED C -RDS MAY EX US �D :-N-Y ONEIRE PEDE5�.,VWC Y.00 NOT NOz1VLLY WALY ACMS5 III[ FECAUSE THE ADJACENT IS PLARTING OF OTHER NON-w4lujG sLRFXF OR RFCAUSE THE NDE 13 bUIEIS-AN (LILLY 0i:31RUCII:D 0THFRW6F. PROVIIF F. 4R t; _90E�5. i 6%�FORIUATION ON CURB AS4-11r' LOCA -j ION. DE�n-,N. LIGHT R--VVALUE —m-_XTURE MAY BE FWND N TW_ C;.*RRSWi COf70t, 317 THE TEXAS ACC1551C3ILITT N�04RDS (-ASI A:%9 16 -AC 1466.102. K- 4 RCTAR1.2 WARNP,;G SIjPF;-CES $,1AY BE CURVED c zzmxtj�, :7� Tr.rP, MAINTAtt.-S LIS-. :jr OUALp'lEG Ul, I Lc?,VLE MAIL :' CALS, C and UT10i At 1� ��14 TiC V. 1.1 -It OC OV_R a. CFO�,�,WALK A� M,F1K.7NGrz I SEP%IC AS A PEDESTRI#%.4 ?W;�.G-A41' A, IRV 1.4.171Ml SHOULD 5E ! w-',Iwjm 7:1 - hEIYANS SHOULD •W� DFiW.-FT) To Pr0V-DE p4S-_--x * WrE OR THFOIY,h -HEM. NLI­4�*Ns. MOSSWAY, MARKNGS AND STOP BAR LOCATIONS SF -ALL BE SHCON L' 'A' IN T�-_ PLANS. AT INTERSEC71tt 'VHFP" CR()­bWA?K APE _14t1T kEtiLwL, rt;I­1�3 NaIPS SHA -L EIF k+lCt.�-FD '.VIjM THF-R7TIC.AL _�Y Skip five . tlanent ,ccU is '03 01mr!WISIE ID. h 15TINC IFFATURES 'HAT C01,91. Y WITH -AS MAY 11DIAltj IN PLACE _MLU+S SHOWN OM THE PjAn5. 11144)F!Azl_'� t -IRE PDT REOUI.R; 0 ON CURB RAMFS� phov0F. cw, Hm&-, W+�Vfv" Uli h-QU It -_X175SES (PENETRATES) A CL4M. Fm,. of It 3FPAR4TF ELEME-N-S CLIR:i P;V;P Ald',l LA%,'IN,^5 FROM ADJACENT SfD-WALK .46 ANY OTirR rATH'PREMOLO OR BOARD JOINT OF Z/4" UNLESS OTHE�WISE OTIECTC0 131 TIE 1Nr6k1x:'7 12. FROVUE A z-VOCITX 7RANSITION VHFPF 7-F CURR RAMPS COulIECt fU IML StREEir IWICAL PLACEMMT OF 11W11,GrAAUbl-UP; G SURFACE ON SLOP( Ng JIAMP SUN �iHht.L 1,11,• ; txCLED IOX VEASLISFtED ALONG CUP -9 L.K. CFI-RAJ-MOTF7, 4PAYFRS1 T 0 C) 0 0 '5 ro 0 0 c -.Z 'j, = � 4' M- F DETECTABLE WARNEVG PA I R u I Usq, A 13 SLOPE\ 4 _j F PC♦ _,"FICkl 4'RP.P cwh TRLWCAME h, took iwJmci r wh tru z -L,rfacefl t3n� 7 i 1",PAAjs1cN IS SD� DETECT,-al.T '.YAFttN- VAVLR 111ITS MCCTNG AL�L RI`QU1REM=I4TS i-jF -RTIk C`)iG, C-3). LAY IN A TWO DIf VwO UNIT UA3KE1 ffENVE PAIIERN OR AS DfRFCTF. LAY FULL-S]Zr LTUT5 FIRE- FOLLOW --D BY CLOS13r:: UN[TS rOI`nI'7N,, nr AT LrATT 25 Pr9CENT Or A FULL UTT. SUT TIFIFCTAib E WARIONG_ IVAil kifl U1344C, A PCV,1zR Ir -NO. 3 RESAi? AROUAD PAYOR &mT DIT-CTADLE WARNING PAVER W-711 jostlir-, mE 5wFAcE 'D rc:1tJr1_L11 MCRTAR OLD SJ.IAL- CONI-OrV. TO IV F�,ViE­ ILICAP-LE SPECIFICATIONS i -CONT,?&, JOtNI K:ZIAISS BLE - CURB RAMP MIQA�L AMBUI-kTORY RAMP W/ 1 BOTH WAYS -SLASS A CONCRETE - 5,ALL CONFORM TO APPLIC48LE SPECiFICA11C.N5 WINGS CAA LE WARNING PAVER DETE -021 10m I QN)__ �ECZIQAr A -A � I I I . I I I I I I I I I I � I . I � I I I I � I I I I I I I I I I I I I I � � I I I . 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L _: _:,!��­, I I 11 i r ............... r � I I .: '� ," " / . f � '13 '--Z' _ ; . ,. .., I - o I I 11 �i ­�ll I I I ,.,� ,1, I I I / � I � """��, � __ _.. - - I � I ....... * ... ­­ � " ", ­ ; -- � 'I �_,� ol ,_, "" . -- -- � . . � � . . f I ­�,� . I 11. - ��­­li __ I I . I I / ; ! 1�1�4" "I ----__: - " I I _', i F., * : * -1 -_ i � ; z - > TES �,_ ,, � .,-. �� - ,',I- ,el ,.� `/ I/ w ,��,,�`��,,L�,,",� - _7 -:�_.-.- I I _,�, , I " 97Z 1 . SiTE SPECIFIC N 0. i I - -, Jz i,�,,g,� � / , I ,,, !/ � i _'l:___l_ - - -,--.-- I I , /�� '11.1 L ' , 11 I I o , � I I I I I ) I i I � _­_,____._, -__:� � "I, .*.: , 11, � � I I . I I � I "Y 4 1 � I I / L . � A`�"?,!"�! � ____l___,i�'.i­__J I I WN.- 4/1 I - I � I " - � I . � � 4 1 . :?,,�, Z g I I / k : I ! . � x I �l I ,ji��,, I I I ... �, - � ",.Ew... I I _::�--: --------- _ *, I I I - I � 1. PROJECT IDENTIFICATION: I -1, . " I ll,*� 1,1� I / � I I 11 � f - "' "" ,-;�' N, � �:---:�7-.:..­ 1 1 � / . . - I , ' " w I - . I `�� "�' \ I F_ I I I 11 ,,,g 1 _1`3.1 I- -, * -- ---- � ------,, � I" - ­ , � � I- � I 111-11 . I I � � , � I """ I � .� I " 1� I � 1,; - :L� I '�A I I I " " .1 PROJECT NAME: CRESCENT POINTE TOWNHOUSES � /I A_4"'_ 1. I I I L i � / 11 � i li � __4_ � i I , - . I q��-,�_'_ I � .; I . I I I i I I � � I , - � , I I I 11 . � I � " 1, � I I I I I I f ­A��, I I- I I __�l 1. 11 I , � -- �� \ � I I . I / I � k',g,,4 , , I 9! I � 11 1 18- � I I I _ 'y I i . I LOCATION: EAST END OF EXISTING CRESCENT POINT PARKWAY _,",�� 117 , �, "', I � , 4�j:"���,�,��,,�"."--.�,,'�,,,.,�,.,�.- �J' * � 1, -, \ " �, I 11 I - 11 ­ I I , � , ; I / I I Zv, -,5, 1 ;. � �� , ''�', - , -) � I � ­ I � � I - I I I I -, - , - . ; , � I I ,� �, , I " � -, , - , * I ��','­, , �, I I I , N " I I � � I I . - ll,",- .�I:�;� ��!�,� ',, .-Y, - ,�, , � ,� - I I 1 I- : I LEGAL DESCRIPTION: LOT 3, BLOCK 3, CRESCENT POINTE PHASE 4 f, I I 11 I It, i Y 7.,�%',,.l I I ," " �,.- �;,,,', I , ---- ____ \ I/ I I IN I 1. I " . _�_` . - q ,.,� � ,�-_- , u . I .1 . I _. I I I I I/ I I I i��yl . .1 ", �. L � �,g ;�I�� :___ 1 , j ,-I ,/ i � I ill lz��; . I - I �,,N,:A�; ,�� � . I -, , _1� �� ��',� 1'45�,�l / �,*�, -1 I �`, "I i- , - � - I I I i j . .1', ,�\ I � w A,', � �`� ----- - .1., � �, , I TION OF COMMON AREA I I I -�, j Z@51,F, I I i I -j I r .­., -.,"-- - ,�­ V, 1 cr/ ,I � or � I . -1" I&I . , , ,,�, � � � I � I ,I I I � / 11 . Sj,�j , I I .1, , I i� _. - \ I I ,�, �g-­­ ,,, I I / - - ­­ '. . I . , ­ I / I : I ", ,.­ --11, , � I I I I �l ,�\ i / � 'B' CRESCENT POINTE PHASE 3 ,,�,, 1,e,'5,,,,�,�i'!,;A , ll,� � I I ,gy 11-1- ,__� ,,;, I / . - . I , I ��"." ; i i .z. i & I I I '_-, 07, fil, I � 6 ­� , " 4 I � i I I � , , �,�,,� ! I I I _. I � I 1�41A�'L I k " , I I I � I I I " ,��, ! I � - �l I I ­ ,�!��­,, N, ,� I � I . i 1 i I : V I ll,�, '. I - " ,ii�`,�', � , , 11 I � I 1 -4 : ! r I I I ", I . �,'�, , \",\ " � I I � I I . I q I " I J.W. SCOTT SURVEY, A-49 I 41-11 %�lt,. �, , I , ,­,�,�� 1 ,�,,,','4,,_ -,?�� I I I f , , . c I I ,, -­ , � I I I I I I I - I I . 411 ,I Z � I I I ­ �, � \,. I I 15 . �/,/ X, - � , , , I I I / I "" - " � : ! ; "I I � , K -� -,,��: , L 1�_ ,1�" ; - I � I 1 - I " , . � I I I � I - I I _j I COLLEGE STATION, BRAZOS COUNTY, TEXAS 'I', ,; �; ,� . � I f 'i 11 I ., ,--,A�� 1 1 1 ­,�,ff,,� , I— � I , ` i 11 � ", I I I . I j � Qm Z - I I . . e I - r;7,; � '1.1� I . , -, " " . t I ) I ! )�','I'p�,'�,',i�,f 11 � ! �,i,' "I I ,- , . - , - I x I I ", R � . . , " ., , I I ,,� . . " �. ,�,,,r , I � I i I I . I I I I I I I �, ! ; I ! I ; :�`,,',�,�,'- � f � . : , I I � - f ; " _ I I � ,'�� 11 I;- I I . I I I , ­ - � . 'fl't� Y,8`01', 1111 ,,, T- 11 �,�,,'%.- ��,� I . , ' . _ I . . �",.," I . . _�ff _��.�l , , A, " � ":"_ / / � I , t ; I i . /1" ,; t - I 11, � I . " ", Z I I I I � I I I I I ,�,,A�,�?��4,1 y : i ,�,,"�,,��.�'! 1.11 It . �"" I /1, �. " " 7.5' PRIVATE ' I / / Alll_,'�,`," ,`111"l,�_.`_`,�,�_ll 1 2. OWNER/APPLICANT INFORMATION: I I . I "I , '' 11 I � \ , / ­ I I I If . 1 .7 ', � f ,I � i ;� .; -11.1 I I .1 i i , I I I I ,, ' r,� ;j,,,�! , I I i I ! � - I 1��­ __ I -.,� ACCESS EASEMEN � i I I I i I I , I I � , I - I I I I I I � ; f i � I � I 11, I, 4 "' " 1� �l / - ; 11 ,,-,� ­��!'_y �l =uz I I � I �,,� � � � I , I � �l i ,,J�,�,� 1 � I 1 1289 NORTH HARVEY MITCHELL PARKWAY -, I., I - , , " I ''I I � I 11 I i I ,��` �'J f I , \ I - � I I . _ A I I I I I I � � � I I i � I � /1, - , " i It _ - � (n � I � I I r " I I � A ,�n "; I I . "'. k I � I I � f I I I - I I I .o "t J; !� 1; I r i 11 I � � 1 . . I I I I I i I 1 , I I I / - '_ , I i i . I F- , � I I I � , I I � -:' ' " I i . f I � i I z � I I . 1_�, - I I . ��,`�,�4' 1 1 1 - A I I ) I I I � I I I L I I . -111, F . , i � / . � i . i I I I / � � . L I � . ­ � . "" I I �_:__�, f . . I I I / . � - � i I ) I , �,��J' I I w 1, .�, (979) 779-7209 1 ,��, I , :�,'�,'�lfg I i :� � I I .1 , , �., I ' � I � I 'j� - ; ! 14 1 1 1 1 t �l I , � 1�1 I I I I I / I I I I . , I 1�llto�? I 1 ,�,,1,7�, 1 r L I I - P.U.E. , / / - I � I I I ­ �j .1 I ,il�:O H z m . I � & '_ I 1­�,_­,, I I i I j . . �,� , t�l - I � I ��1_1;71_1 � ) 1 i o 0 1 1 1 1 ,y .��.l - � . I - I tl I - I I "" I 1, .1 . .1. 1. I CRESCENT POINTE HOLDINGS, INC. I 1_� -, 7� - 1, i / I I I � - I -, 1,kdl � ; r � I � � I I / � , I I I f i r - i . I I I 11 �'T _j I / , I A, I i "I', i 0 1 EMANUEL GLOCKZIN, JR., PRESIDENT I 1� ,gg " - - I ,,, 1 14 � "! I I I I I 5' WID � / "�, I , I �kl , , ., 1� I F_ 11 ,,, I - , ­­',�­ - - -_ I /�,,, 1 I : I I 1 I � I I � "'IT'g�.", ­ I I / / vlkl,��11�;�/ w ? ' "'� �, I , , �, /'­�� I , � I I I I � / L � I : I , . � � I I .1 "�, , - %, � I ! : ,�_ -�` l� , , 1 PARKWAY, SUITE 101 � . " I � � ­_ , , / , i � I hll,�"`l r � 11 I . SCALE: 1"=20' ", � ... pi"O �"'-".'4 ",I 9- �__ . I 11 � I , 3,_ I- I _ t I I 11 �,� ',,a'�,� I � ( I , I I , I I I _�_ I I � ,�� I -­�� . 1, � I � I .i,lq '� � I I , I �1` 1 P 1�1 I ; Yn I I I . I I , , , ,� / I " q4 -,,� � I i I . BRYAN, TEXAS 77802 1, / I , � I 11 I � I , " � / " - 'I Q, . I � , , 0 0 *, I I ,§r§, , `�V,� I " I , I I v; � . � � � I 11941��,�4k', "�� " q� I i I I I , � - �� I � - "I'll I i � i � I I - , g - , � / I '� ,� , . ::';',!�­",�,�,,�l . I - ,,,, , "! -, 4�;�::.�,:�,_ ./ . I I r I "'g,-,�w" I I ! I I . ( - I -, i w X � 1. "I I _,�, IN"ll"I'll, , � - - i I I I 1118"n"11111,11- , ___, i 1 __��,5:- . ,", 1 (979) 846-8878 �, ., , 141111111A, I—_ , - : , � / � 1. . I . - I � 1 1 1 1 i 1. � i 0 w I - . , � - . I I I I I '� `­�� , / , , I � I "t� ­ I I - _111",�IN;'l i I , I I I � a_ I I , �_ I �� , " -,�, I I `�--y ) : I . I UP �,vz ; 1 3. TOTAL SITE AREA: 6.04 ACRES .16 , ,"7,_ Z-,-,, -.,-"-- / -- , , .__� I I -. i � i I � �­ I i i - I L / 5' WIDE P.U.E 'f�,� I - - , �,., - -`- - � , . I I ­�,� � I ! �,rvrlr � ­­ : , - , . ::: , , / � ! I � _ ... �, 0 i I I IV , � , -­ (, ,_ , . i I -,14, �, N, , - I ., ,4, �,,,,- , " -,,,, � � '�_ � - �� � ''m 2,z74.,,,_ Z��Z­�. 1� i I . I ,_,_�, I 'a N1, �, ,,, ,,,,,,, 11 , I I � I , * - I i w I ��i� zm, � / , "r I I ­'(�, . I t i _ 4 1 m ­ 1. ,,i I I , - _ i��ow I q� I 11 . ; i S--: �, - " ,q- . --,, �,,%, - I � I'll i 1_0,'41M I�M _k&*pl� - 1. ,", ,,-! j�, / �% � I m iU 41, ,�734z , I I i i r ., Z �l I I Ln I "I � If/ z - I..", 1 _40, "I � . , I -1, � I i , 1 4. CURRENT ZONING: R-4 MULTI FAMILY RESIDENTIAL . 11 , I/ . -0, � � - ", % / I 1:11" , I , _0%,_ Womamm -, al� - _. I .'I,-. � *j4"�, ,,� " . / , 11 : �__!�:_`i _`ft I . I 1''. 0 ,�,fl"'-"NUNR., 'g,,�,,7­-,%gt I , 11 i i 1� h i� I I � _", " , -, j._j - i I � p N,� �, i ; 11 " ` , I : - .% , x �,.� , ___ J_ , ! � I i i ` � i I �j . , ol , e I I i I - �� I 1_. �.M­­111­111 " I � � j � 5' WIDE P.U.E. -� 11 w , I I I.. I - VACANT -I 11 - -1 -r _`�_ kl,--" 11 � I I . ,.v z, ""Ill " ;,,�"',�,"'A'W�'� ',�,ga,- .-,-.., � � 1 1; , " _ �4, '. c � , 5. CURRENT LAND USE I ,� A . I I , -"'�,', " . i / � � I - I ,�,� `,','� I fge�q ­� � �. � � � I I ., I _� I I I - I i I i : ! . I ; !&,__.___!L_._.___,__._ I I I , L c�,t�, _ . " �­-,­;��,o-; , , -,) -,, --�:­ , ,.`,`��,',' V" , � : I,,- ""t i � . 411 , ... � ?, ,�;�V � , I � / ,_ , , . I � I � i ,7� wg.,q 7,7,-_ -1 . I : ., ­,;, 6 " - � ,�. I - I I i ix I I I. !� I ,�, , �, ,r � I I z"," I ,"g -'r " g I � ! ; � ! H I -1/ F�li�0 - 5 /-,� "., '', , - I I - ,�, I ,T I lo 1,� _ I I I I �, �V.4m,','IMVY ; i I � " 6. PROPOSED USE & IMPROVEMENTS: LANDSCAPING, POOL, PARKING & RETAINING 492 1, 1*9 -il ; . I , I � ; ! I , , �'. `�Z-__ �,_ , � � i ! , �!�,t�,','�,Y"y I;k I I WALL IMPROVEMENTS � . I I 'I', I I I LL � I �2111FI,T",ll ,��,-.�Z,_ 15 1_21�, �'ll I I I i i , i,, , 11 i ,. � I � , "'," � ; ! J j : ��,�,��,',�' f 11 I i I , , I L""' ­_ ­­ i I � � 1 ! � ,�,�,/,,,�, �'41,, -�' �l 11 I : . I /�, �� �/,� , oz I .,­ ��� _livl�14 � r � I I - 13 1 1 /', I 1� 1 1 1 i r �,g" g,-T,f" 5, ,- � , 41,11111i,ll� 0,111 I I i , f li � 11 �,, 1.1 -� . I ,,,,, I '' I I I ,_ I I I , ��, � � . 1", i - - - / i � 01-11, .111'. .,iq, � , ,� M, ,� /I � �,Ml ­ , 1 -7, - ! � I I I ��� � �, � '4k,141 I , - -51 , - ! ; . 1 1 11, , , I ; I -/.1 -111,11 11 I ��,*­�4 iRlWv! I 1141111 `�l ­?� 1 11"11117", 5" WIDE P.U.E. � r I " , 1� I "! �, 1"'l -W- - "Xi � " ,,,,, A", ',"�� �� r_ az, � �g "', ,J,,--_�,�,,,;� z ',_ �,, 7 THE SUBJECT TRACT DOES NOT LIE WITHIN THE 100 YEAR FLOODPLAIN I I I I I I I ; i , � _­­.__­.­_l_ll �,.n ,"ll"', ", ,t'�� �,4� fl, � I , " - '_ - � i ; �,�'. Tll­-� 0 I � 1 1 0) I I _�ll . I : I - ­ 1� i 0 1 1 1 i . ­�­­,,i �,,��!�?�,-"""�-"��,'�tI."I " . . 1, : r , , ,I ! ACCORDING TO THE FLOOD INSURANCE RATE MAP FOR BRAZOS COUNTY, TEXAS AND � I 1��' , � 11 I I 17-7 1! 11 i w -, I I � I I � I I �_ 1 - '17, 11,N11777171"Ll -", --,�i z � . I .! I 11 I . A , I—— _____� I ; 9 I ! �l . � � 114 ,Ulll;�,-��X��Y,,,_l � : � , 11 I I � I �_,____.___.,.__,_ ; � �' , i 0 ,`,4 11 -1 ��, �� I I I �66, I I � t. I I — , . ,�;'%[il-,74� dl`��Kl_,_` _�"�1`11�:__ , , I .1 ..72 � -, .1�� ft,T-�—, r , I I . t----,.-------- 1-111_ : I I I _�4_ I � , ,: INCORPORATED AREAS, COMMUNITY NO. 480083, PANEL NO. 0161C, MAP NO. � 11 I 1, I - /� ij, - -�,�§ 1 1 � � 1 4 - I ! i lc­,Ij4,?,,j,��?,­�,_,,�, h: ! ; � , , -11 � I ,,I 1 � �____________ i � , � i : I _�f, 0 � __ f - i q I A" I � I !,� i � ,��, 161 " o" N--�,�,ni,,,e �,' I I i // I , , I I I 1 ... :� m I I 48041CO161C. EFFECTIVE DATE: JULY 2, 1992. 1 , .�, ; / � i *1_1 I '1�,/l 1'e �131f�l , L___,_._____ _____.______, __.L______.___.rl . , ", �",�,,,.w 1'i �, ,J,,7777��, . 11 I , `46"��ZJ` " 1, - 1.17M I I --- ffill"'. , - ,". ; i ; I? �! cl/ I I 11 ; 'A' - ,­_­11,1111;�­:��,-� , , _* - ", " 1, ..- i f-,; ! - . I . , I � � - , , . 1 11",- " I , � , S I I I I I I i", � 11 � _r '' : ''i i I _. 11 RA _�1111'1 1 - � � , '1'11��,,_,,"`l , _ _ ��, �r t , '_1 ll�,t� 0 1 1 1 " ;r ll,R��`l I I i � I I 1. I- . ;, . llin.�LN` ` - - ---�`-� / I I ! ­�I,a",,li 0 1 ) H I I 5 I , 11 � I 11 I I I 1. � I I , -I,--. "1�1;,�l --";;,­�'e-,�, i , V � I i� � I . � . I , i",,",�,Jl�," _,`,�, ',� - _ " , �­ I ,_ --71 ....... 7� ; I I j I , , 8. SOME EASEMENTS SHOWN NOT OF RECORD ARE TO BE RECORDED WITH THE �. 5' WIDE P.U.E I _____ , � . �� I I I I ! 1, .. ,__� i I ; , SCALE: 1 "=20' 1 1 � � - ,4, j i - ;!�,I,�� -, I- , I I j � I i ! 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I I � I.- - ... .-.�i �- --, .. --- I -L ' � -, ­ .: -- -j I - - f - . I c\l L : - * * .-I , . � � TAINED � �I�L 1� .! - i:.,:� 1�1 I 1 — I- .. . 1, 777777-7�� 1 — � �:-, I SL-,-": . I LL� - �-- ': -:7t-- -, ­�, -- . I - I , It" &mm �l I I -d - SCALE: 1 tp=401 1 , I � !­ L ;---� L- ­: \�;: ­ -', - '- I � I I ' ---"/ I L ACTED 'UBGRADE DRAWN, BY: I DNS 1 2000 PSI UNREINFORCED STD. P�OCTOR) CONCRETE LEVELING PAD I I � � ------ APPROVED BY: � AAP I I FOUNDATION SOIL� � � DATE: ' 12, 1 M6/08, i I � . L V I ; FILE: SlfiE PLAN , : I ; I m i I L I � I � , TUAL INSTALL PER MANUFACTURERS SPECIFICATIONS. i L � L i � � I I i I i L i . I I � I ; i i I 1 I I I i L I � I � : I I . I I i I I I I � � i I I :)ICA ILI -'RAVITY WALL SECTION 0%0% i 1 , LIJU j � - : I I I I I . I I � I � L I L STAI 11 UNIT — 1 " SETBACK L � I i I L I � E � I i i ; I I I I I 1 1 :! I G LL I . ''OF I � I I . L �L I I I I I L - I : I � " I � I I I I I f, I ; I I ; ,. I 1;1 I I L I � � � I I I L I i; IL I 11 �1.1 , — I I I � I � I L I 11 I I I L L L I I I I I jL L I I I I L I I I I I I � L � . I � i L I 1� � I I I I 1 I I I L — L I I � I I 1. i I I'll I fL I I I L — I I L L I 11 I I . I I I,!" I I �l � L I I i , I I I - ; I I I I I � IL I I I . 11 � I rn 3 '0 UI •o D / Q W Q �.J 0 0 a I z J a W F- / Ot C 'L d N c 'pt C W / te) -e 0 0 J m M N Tn F- 0 J O) C N N C rn C LdIn In O L N C_ O d c 4) U W N L 0 J w W Z X W / N w N U _d O a_ _0 c 0 S 1/8" R SEAL WITH JOINT MATERIAL 6" MIN, - - a METAL KEY WAY PLATE-/_ DEFORMED TIE BARS v 4 X 18",18" O.C. t, TYPE 'I DH LONGITUDINAL TOINT LONGITUDINAL JOINTS SHALL BE REQUIRED ONLY ON THE CENTERLINE OF THE PAVEMENT & M INTERSECTIONS AS DETAILED 3" LONG METAL OR PLASTIC CAP, INSIDE DIAMETER TO BE 1/18" GREATER THAN DIAMETER OF DOWEL BAR. CAP MUST BE LONG ENOUGH TO COVER 2" OF DOWEL AND HAVE STOP SO END OF CAP IS I" FROM END OF BAR. TYPE lIG1t EXPANSION & CONSTRUCTION JOINT TO BE SPACED AT 60' INTERVALS & ALL RADIUS POINTS, P.C.-S, P.T.-S, G OPPOSITE PJ. -S. & ON ALL HORIZONTAL & VERTICAL CURVES TYPE "BIT CONTRACTION JOINT[' TRANSVERSE. JOINTS SHALL BE SPACED 15'CENTER TO CENTER MATCH fL OF EXISTING GUT L 1 1 ING 4„ PVM7. r ---^- - EXISTING BASE / 3" RISE DRIVEWAY APRON SHALL BE H EXISTING t {W 128 -DAY CONCRETE STRENGTH SASE =3500 psi) W/ff4 BARS 0 18" DEFORMED TIE BAR O.C.E.W. ASPHALT APRONS W/O D x t8" O.C. FOR TIE CURB AND CUTTER SHALL BE TO CONCRETE TO ALLOWEDON OPEN DITCHED CONCRETE PAVEMENT STREET SECTIONS ONLY. ONLY. SEMONA-A WrMLAYDOWNCURB ' SEE'DETAIL SWI -03 (DELETE COLOR REOUIREMENTS) NOTE: RAMPS ONLY WHEN THE LONGITUDINAL SLOPE IS GREATER THAN 120 *MAINTAIN M NTNN 2 MAX CROSS SLOPE. 4' MIN. WIDTH. b,F EXISTING SIDEWALKS. (A MIN. OF 4' BEHIND BACK OF CURB). MAY REMAIN IN PLACE OTHERWISEAL ID W K MUST T S E BE REMOVED. CtNDEF BLOCK Sys:, \: FILTER rA=RIC \: 01 O COVER t(•F ,�.. ``GGFRiF } '+ `4 'Y>>.�. (t t�.�":. �� �� /:r '1 SekNO SAC .\ .; P" -{T. y :Kim j .• }h�S .kt9 ,4...0 -•+• `` �.. �tT �-: �' - rJ 4-•.`=� x.,d .•� i' _ FILTER-:' -,�•+7 �-r. ': :_?'-.y--.r• ,„.. q RF.IC,HAY BALE= FA }} j� - ..2=_:'<.+. i. / .,i.• ROCK 5iZ= •, 4 ��::;,;'.iY :•.':. :a... • ,... �. MET A_ I -POS4 --r. +•xt - a„) - NOI'- AS`<EOJ.70 MAINTAIN, rr )r ADEN 1 : T f.� 4 R' t .AROUN2 S.TORtd OR DINS ARF T D T:Jtt � !CR F'' JR NT• A.^,'.N P. JN F,- P OTE "Ua:ALLOW, E , O A, 7 CE I_Ca ._ED � E AND .,. En �E c L OF HE R C,I i >. • :EDItsEttT TG SEitLE •�{Oi IU UISCHAKGt 1NiG A-STORtA ^RAININIFT DR CATGH3A_.c.N. 5AtD BAGS SHALL BE UY R:.SIST4N, AND MUST NOT DEGRaDE DUE 70 A-: O'ffERtC CO.t D!T+ hL. SAND GAGS aH•t_ BE RCPLaED UPON FIRST SIGN OF '3_ FRtURAT10N- " STORM DRAIN INLET PROTECTION QNIs"- - ._ ._..... _PI -p 12' SHALLXO 17' �`_jM IDTt(IAOr S'TE ENBTR ttC_ HAY BAL_S ARE USED TO BETAJ14 ANCPOR rLTEP-.S_DfMC0-LADEN- RUX'DFF -lic PRGTCCT W, ALLOYS SCDIA'ENT TO 57 --TLE PRIOR r P Y' r 1 AR • A ' IT.' R TO DISCHARGE tN'0 a%08M DRAIN INLET OR C:.TCH BAS It". VAR F MIN. BKPT - STONE - -•-•-, ��*iit``'--- tE a---••��''{II )DC aAST,A 0445 3- TO ,�.. »fJ� - p, . FOU• A? P ../ S' 0 A.(ETC T'AORIC •,�' S0` t0 }`✓ ~ I -- --- JJJ 4 STr SAME SOU: RE �-4,---�T__ rot) 1A, r 4T:L T -POST ..-' Jar '+5 P=0'], 0 MAI\7AN. f•:�'"'y r' r 2�'^ EXIST •EG STREET -401 E: r` ..: >/ .-� \ I. VIN. )RCSS WITH A u N.4. j U 1 C a DCF G ., • ETON :;� NEE � . ,- . � E E_.CE - f -_.`1 �. r.✓''--"'r��-�.__..-� STONE T,t RC �,.tc NTRt\F. fi -'_..•... "' %%: �� l .-''\ 30 AS 'hD PREVENT 5. ALL STORM SEWER PIPE BACKFILL SHALL BE STRUCTURAL COMPACTED TO 98% STD. (ASTM D-698) ) � iN ACCORDANCE WITH B/CS STANDARDS. CONTRACTOR MAY USE CEMENT' STABIUZED SAND ; FOR ENTIRE SIDEWALK Jl� 1I�ALK SLOPE REQUIREMENTS TRENCH DEPTH. --- - - -- �a�tVfl N !DO REINFORCED CONCRETE PIPE : ,(RCP) CLASS 111, ASTM C-76, GASKET.ED PIPE HIGH DENSITY POLYETHYLENE"CORRUGATED PIPE W SMOOTH WALL -INTERIOR,ADSN_12 WT WATER TIGHT Ail CROSS SLOPC ND TO 'x,xC: 2% OH a LESS IK'N i/ Off ANY W Z .0 r GO =D.R: 1'•\ CF RAMP OR TRANtlTION TO STr,_cT .. ..... -., .. " -_ 1 s a' r tom_ -- - ----� ° ACCOP,GAYC: WITII W W I > .o Q I o FAGPIC ADJACENT PUOLIC 5T,_ETS, f PAVED,' OR AT THE CONTRACTORS OPTION, CEMENT STABILIZED SAND BACKFILL MAY BE USED.. ALL ' z > Q co -11-1 _ • . - "E AD -1 DurS E 0- TIS viTEwALK. EROSION CONTROL ALONG DITCH 4' S7DEWL ""' u_,Qa; co; CKiNTH }5 FST.AI�;L4'sil: JN ClE':ELCPEI) Anr�S %jjE:F GR,.5S C C>tF«:. 3. ALL STORM SEWER FLOWLINES IN & OUT) ARE CALCULATED TO THE .CENTER OF THE INLET 'BOX - 4 BA: Y {;t 5. ALL STORM SEWER PIPE BACKFILL SHALL BE STRUCTURAL COMPACTED TO 98% STD. (ASTM D-698) ) � iN ACCORDANCE WITH B/CS STANDARDS. CONTRACTOR MAY USE CEMENT' STABIUZED SAND ; FOR ENTIRE SIDEWALK Jl� 1I�ALK SLOPE REQUIREMENTS TRENCH DEPTH. --- - - -- �a�tVfl N !DO REINFORCED CONCRETE PIPE : ,(RCP) CLASS 111, ASTM C-76, GASKET.ED PIPE HIGH DENSITY POLYETHYLENE"CORRUGATED PIPE W SMOOTH WALL -INTERIOR,ADSN_12 WT WATER TIGHT Ail CROSS SLOPC ND TO 'x,xC: 2% OH a LESS IK'N i/ Off ANY :Hi YfARF" HY VLtcc. f.ND:GK:\55 _ MIN 0 P I - CONCRETE FOR STRUCTURES ::(INLETS, CATCH BASINS, JUNCTIONS, ECT.) M N 400 PSI-28 DAY STRENGTH =D.R: 1'•\ CF RAMP OR TRANtlTION TO STr,_cT .. ..... -., .. " -_ 1 s a' r tom_ -- - ----� ° ACCOP,GAYC: WITII .0PE3TY UNE •-- VE KIS rfl.* OHS HA\4:BEFN B>d2F'. fiY CL':ti TR[H:TTON SNA,{. 3E.F: MDT%: r r Ar x - T -rs s THIS NGT T r A •�, z r�JE� � INT', ct . DIC N .c_ FAGPIC ADJACENT PUOLIC 5T,_ETS, f PAVED,' OR AT THE CONTRACTORS OPTION, CEMENT STABILIZED SAND BACKFILL MAY BE USED.. ALL ' - J (AT r tt .arc'\ }. y r 4 . i t ,•••. C • -LiLLGIC SOt}UEI.Oh--,3UVpJ-t.tit;U.ANl1 R'.T_PED.t4\TI_ - "E AD -1 DurS E 0- TIS viTEwALK. EROSION CONTROL ALONG DITCH 4' S7DEWL ""' . E: RAID='- _ i<12 SLOPE mzr . s. CKiNTH }5 FST.AI�;L4'sil: JN ClE':ELCPEI) Anr�S %jjE:F GR,.5S C C>tF«:. 3. ALL STORM SEWER FLOWLINES IN & OUT) ARE CALCULATED TO THE .CENTER OF THE INLET 'BOX - 4 BA: Y {;t i 1?2' DIA.:.4 'a", WITH •F 3' �%.� CRAP B•' O -C. 93 ��, _ '�/' SCOATLO'W1HEA'VY CONSTRUCTION EXIT -CULT CON MOL h'Im. 1 ,. , ., . �k •. - A I �x q, �M .i 4-1) %t•JA -•.;IFIL DC 1l,'j- iiLU r•.7: _X_.W:_ LC-NFiiil �l JRiLiY ✓;-ii - I I SEAL ?ATH EYP%LvS10A .: I AROUND 1 ET D JUNCTION BOXES AND ..GRAVEL <FILLED 4 CONTRACTOR 1S TO USE SILT FENCING U NL AN 1 AS NESSECCARY TO PREVENT 'iSEDiMENT `FROM ENTERING PERMEABLE BAGS AROUND NLEf BOXES\k_STORM .ES DENTIA, 4' SIDENVALK SHN,L:AF SFF.rIFO:CR-SOnmr, snTtlN '4 -, ALEN'tR DAYS Or -'� ..Pt)tif E f B ULATORY RAMP i:621 AT, S tEft INTERSEC'T`ION & DRIVES r '-1 ..-• _.- k, - . r 'YCR ASEr 5. ALL STORM SEWER PIPE BACKFILL SHALL BE STRUCTURAL COMPACTED TO 98% STD. (ASTM D-698) ) � iN ACCORDANCE WITH B/CS STANDARDS. CONTRACTOR MAY USE CEMENT' STABIUZED SAND ; FOR ENTIRE SIDEWALK Jl� 1I�ALK SLOPE REQUIREMENTS TRENCH DEPTH. --- - - -- �a�tVfl N !DO REINFORCED CONCRETE PIPE : ,(RCP) CLASS 111, ASTM C-76, GASKET.ED PIPE HIGH DENSITY POLYETHYLENE"CORRUGATED PIPE W SMOOTH WALL -INTERIOR,ADSN_12 WT WATER TIGHT - _ - �jf f • EOT,x?TLE -ROM TRA011110 MUD NIT.• :Hi YfARF" HY VLtcc. f.ND:GK:\55 _ MIN 0 P I - CONCRETE FOR STRUCTURES ::(INLETS, CATCH BASINS, JUNCTIONS, ECT.) M N 400 PSI-28 DAY STRENGTH - .. ..... -., .. " -_ 1 s a' r tom_ -- - ----� ° ACCOP,GAYC: WITII r HAY' 5.T. C 5 .+I.OF'E F-4R.SLDi41EY.T 10 BALE D BE l VE KIS rfl.* OHS HA\4:BEFN B>d2F'. fiY CL':ti TR[H:TTON SNA,{. 3E.F: MDT%: r r Ar x - T -rs s THIS NGT T r A •�, z r�JE� � INT', ct . DIC N .c_ FAGPIC ADJACENT PUOLIC 5T,_ETS, CP m •.'INTERV,i5_ EXFlA`SIJN JOINTS i oiJO.C.- PAVED,' OR AT THE CONTRACTORS OPTION, CEMENT STABILIZED SAND BACKFILL MAY BE USED.. ALL ' - .. rJ 1 ACC%}MULATE: ;_IGN FENCE LIS EDNN A_l°AS OF '.. .j } t ,•••. C • -LiLLGIC SOt}UEI.Oh--,3UVpJ-t.tit;U.ANl1 R'.T_PED.t4\TI_ - "E AD -1 DurS E 0- TIS viTEwALK. EROSION CONTROL ALONG DITCH S/+T,- N . DR- , 1 iL",., l Y ALOM" >lA°GCCP±TOUZa CKiNTH }5 FST.AI�;L4'sil: JN ClE':ELCPEI) Anr�S %jjE:F GR,.5S m,- 4•Rb*_ C>tF«:. 3. ALL STORM SEWER FLOWLINES IN & OUT) ARE CALCULATED TO THE .CENTER OF THE INLET 'BOX - - - - S'Q'L i 0Y CONSTRUCTION EXIT -CULT CON MOL rt %,y :CT4in ,. , ., . �k •. - A I �x q, �M .i 4-1) %t•JA -•.;IFIL DC 1l,'j- iiLU r•.7: _X_.W:_ LC-NFiiil �l JRiLiY ✓;-ii - I I SEAL ?ATH EYP%LvS10A .: I AROUND 1 ET D JUNCTION BOXES AND ..GRAVEL <FILLED 4 CONTRACTOR 1S TO USE SILT FENCING U NL AN 1 AS NESSECCARY TO PREVENT 'iSEDiMENT `FROM ENTERING PERMEABLE BAGS AROUND NLEf BOXES\k_STORM - 14ATUR CFc U14 'CTIOtt •aF SHN,L:AF SFF.rIFO:CR-SOnmr, snTtlN '4 -, ALEN'tR DAYS Or -'� ..Pt)tif 'SEUYER 'COMPLETION,�. - CROSSWALK CNtiE'iS1^PJS. CF:0551§'iti( M:f9Ck'NGS l.�T STOP BAR OCATiONS SFALL BE AS SHOWN ELSER'HERE N THE PLANS. ,AT INTERS£CTICNS ''&HRR" CROSSY,'AJ K MARK;\G3 Are Y'JT REIJUW.L , CUH6 RAMPS SHA. L 3E A.ICNFP WITH THFDP._TISAI_ i:621 9 ' I It^ SYSTEM. PRIOR TOr ACCEPTANCE OF: PROJECT FOR `SUBSTANTIAL r '-1 ..-• _.- k, - . r 'YCR ASEr CONTRACTOR IS TO CLEAN ALL STORM- SEWER FACILITIES OF 'SEDIMENT. ;° _ _....�.• t/_FASIF.STr 5FPARATF --UR; RAMP. ANS LAY)N-5 FP.OM .ADJACEtrk StO-WALK AhA) A14r OTif_R ELEWN75 WITH PRE14OLD OR BOARD JOINT OF Z/4" UItLt-SS OTIC;Yla ORCCTCO BY TIE CNGNSEC? SEE i i 7TJ¢•EX hJCINC Ft1J FR_ wr _. TYgil•aAi+ P.7•.r'1un4F 1'i -s (EM=ri!.A \, ) APPPOvED EROSI:N CONTROL MEASU REs PFt�.T [E bCt5Tra LED THE _FTTIRE.-Ln,.. ltiAr.CARTI. IIAS MEN DAMO BY 2AE T< .r--- '3f.')R't?t7 CfrNTK0;, FAFSPAC.: _a [NAP,. t,tP , i ST BE! »:.n.. -' . _ t„( 4 �, bl\....RE',TCH Mme- .• ,'DURING CCR'STRLN"TICK AND S'=ALL' STA- -Fit fLAOC UNTO ACCG^T?C C p,� v ! t4` THICK MIK.} tONG E':OUGF TO COV ET? 2" OF DO'w: AY2 t1AVB . FAST`A&;7 SF,'URrIY..TO' irrTAIRVE GROWTH JE ESTABLISHED AFTER 15 CCNT'LETE, AND THEN RENDVCD DY `CONTRACTOR.: j' - SIDEWALK S PAN QN I i TYKC_A,,L AMBULATORY RAMP W/ - - :ALL EROl,"T CONTROL 14EASJ-r'S •S1tOUL 81, i'F j FLARED rrGsDETECTABLE WARNING PA•VE -'•POST a WIRE VE'}H & CON B T>if-df-10N + IATX ASSEMBLY SILT' FENCE SEMBLY SILT A -TCR EVERY RAI -4. MEIN ..T•pOc'., r-3» OF FILTER FA13fi{C..T4 EXIEi9J AS R.:..'Fi. "0. Zi TAM: \ I S:T0 A :TR -,HCH 7%E$ BE MNCH03E0 I � .. l • ! (�� l�1 :' ryAM#3r - S°WITH-CokPAtTED 5ACI: Ff.,_ 6' APART VU-M:AGED -3 P•AAS G 0" f.'.C..'.tY.. OR-`� _•t -28 -DAY: CONCRFT' =4 OARS Q: 18" O ��F.Y:. S'.R-h;TH R 3C0) pri 5. ALL STORM SEWER PIPE BACKFILL SHALL BE STRUCTURAL COMPACTED TO 98% STD. (ASTM D-698) ) � iN ACCORDANCE WITH B/CS STANDARDS. CONTRACTOR MAY USE CEMENT' STABIUZED SAND ; FOR ENTIRE SIDEWALK Jl� 1I�ALK SLOPE REQUIREMENTS TRENCH DEPTH. --- - - -- �a�tVfl N !DO REINFORCED CONCRETE PIPE : ,(RCP) CLASS 111, ASTM C-76, GASKET.ED PIPE HIGH DENSITY POLYETHYLENE"CORRUGATED PIPE W SMOOTH WALL -INTERIOR,ADSN_12 WT WATER TIGHT - _ - !' 1. A LONI 2a',U 5. K,- TCE Or X -i FEWE A?.D/LIR ,. ( _. :Hi YfARF" HY VLtcc. f.ND:GK:\55 I m-nI 5CC 3J -iJ: a'•, �;RFAQS 'I, DART( RED 'R,-._ L.•flt.' S}ST.'q'f AND MIN 0 P I - CONCRETE FOR STRUCTURES ::(INLETS, CATCH BASINS, JUNCTIONS, ECT.) M N 400 PSI-28 DAY STRENGTH - .. ..... -., .. " -_ 1 s a' r tom_ -- - ----� ° ACCOP,GAYC: WITII r HAY' 5.T. C 5 .+I.OF'E F-4R.SLDi41EY.T 10 BALE D BE l VE KIS rfl.* OHS HA\4:BEFN B>d2F'. fiY CL':ti TR[H:TTON SNA,{. 3E.F: MDT%: r r Ar x - T -rs s THIS NGT T r A •�, z r�JE� � INT', ct . DIC N .c_ ED 1 CP m •.'INTERV,i5_ EXFlA`SIJN JOINTS i oiJO.C.- PAVED,' OR AT THE CONTRACTORS OPTION, CEMENT STABILIZED SAND BACKFILL MAY BE USED.. ALL ' - .. rJ 1 ACC%}MULATE: ;_IGN FENCE LIS EDNN A_l°AS OF '.. .j } t ,•••. C • -LiLLGIC SOt}UEI.Oh--,3UVpJ-t.tit;U.ANl1 R'.T_PED.t4\TI_ - "E AD -1 DurS E 0- TIS viTEwALK. ellH •3 a 12" BAPS C* 12" O.Cl Cl`4 - . DR- , 1 iL",., l Y ALOM" >lA°GCCP±TOUZa CKiNTH }5 FST.AI�;L4'sil: JN ClE':ELCPEI) Anr�S %jjE:F GR,.5S m,- 4•Rb*_ C>tF«:. 3. ALL STORM SEWER FLOWLINES IN & OUT) ARE CALCULATED TO THE .CENTER OF THE INLET 'BOX - - - - ... F! W 1S PRE :•EHT. Li(.001c_SOD NIL BE. REGU IRED. PARED AREA-, rt %,y :CT4in ,. , ., . �k •. - A I �x q, �M .i 4-1) %t•JA -•.;IFIL DC 1l,'j- iiLU r•.7: _X_.W:_ LC-NFiiil �l JRiLiY ✓;-ii - I I SEAL ?ATH EYP%LvS10A .: I AROUND 1 ET D JUNCTION BOXES AND ..GRAVEL <FILLED 4 CONTRACTOR 1S TO USE SILT FENCING U NL AN 1 AS NESSECCARY TO PREVENT 'iSEDiMENT `FROM ENTERING PERMEABLE BAGS AROUND NLEf BOXES\k_STORM - 14ATUR CFc U14 'CTIOtt •aF SHN,L:AF SFF.rIFO:CR-SOnmr, snTtlN '4 -, ALEN'tR DAYS Or SUOCTTH EA 'SEUYER 'COMPLETION,�. - CROSSWALK CNtiE'iS1^PJS. CF:0551§'iti( M:f9Ck'NGS l.�T STOP BAR OCATiONS SFALL BE AS SHOWN ELSER'HERE N THE PLANS. ,AT INTERS£CTICNS ''&HRR" CROSSY,'AJ K MARK;\G3 Are Y'JT REIJUW.L , CUH6 RAMPS SHA. L 3E A.ICNFP WITH THFDP._TISAI_ rx 9 ' I It^ SYSTEM. PRIOR TOr ACCEPTANCE OF: PROJECT FOR `SUBSTANTIAL r '-1 ..-• _.- k, - . r 'YCR ASEr CONTRACTOR IS TO CLEAN ALL STORM- SEWER FACILITIES OF 'SEDIMENT. ;° _ _....�.• ,.: NOTE tt07E 5FPARATF --UR; RAMP. ANS LAY)N-5 FP.OM .ADJACEtrk StO-WALK AhA) A14r OTif_R ELEWN75 WITH PRE14OLD OR BOARD JOINT OF Z/4" UItLt-SS OTIC;Yla ORCCTCO BY TIE CNGNSEC? SEE i i 7TJ¢•EX hJCINC Ft1J FR_ wr _. TYgil•aAi+ P.7•.r'1un4F 1'i -s (EM=ri!.A \, ) APPPOvED EROSI:N CONTROL MEASU REs PFt�.T [E bCt5Tra LED THE _FTTIRE.-Ln,.. ltiAr.CARTI. IIAS MEN DAMO BY 2AE T< Q 11" OG-F.W. Oit CUhCRE-ELONG V,3" .g_ATFS THAN THAM TF.i OF 2f M,,l [NAP,. t,tP , i ST BE! »:.n.. -' . _ t„( 4 �, bl\....RE',TCH Mme- .• ,'DURING CCR'STRLN"TICK AND S'=ALL' STA- -Fit fLAOC UNTO ACCG^T?C C p,� v ! t4` THICK MIK.} tONG E':OUGF TO COV ET? 2" OF DO'w: AY2 t1AVB . c: irrTAIRVE GROWTH JE ESTABLISHED AFTER 15 CCNT'LETE, AND THEN RENDVCD DY `CONTRACTOR.: j' - SIDEWALK S PAN QN I i TYKC_A,,L AMBULATORY RAMP W/ - - :ALL EROl,"T CONTROL 14EASJ-r'S •S1tOUL 81, i'F j FLARED rrGsDETECTABLE WARNING PA•VE & CON B T>if-df-10N + IATX ASSEMBLY SILT' FENCE SEMBLY SILT A -TCR EVERY RAI -4. �VAihE$--'= 5. ALL STORM SEWER PIPE BACKFILL SHALL BE STRUCTURAL COMPACTED TO 98% STD. (ASTM D-698) ) � iN ACCORDANCE WITH B/CS STANDARDS. CONTRACTOR MAY USE CEMENT' STABIUZED SAND ; FOR ENTIRE SIDEWALK Jl� 1I�ALK SLOPE REQUIREMENTS TRENCH DEPTH. --- - - -- �a�tVfl N !DO REINFORCED CONCRETE PIPE : ,(RCP) CLASS 111, ASTM C-76, GASKET.ED PIPE HIGH DENSITY POLYETHYLENE"CORRUGATED PIPE W SMOOTH WALL -INTERIOR,ADSN_12 WT WATER TIGHT � ; ,f 2 �,.•._, ..�..\.. - \ \,. _ .. CONSISTS 4F F/JSED TRUMCKi-D DOMES =I- = "J Ut 1ttE IEXPti ACC.\SRiTt�Y ST•:.IDAPDS .-�,. Lk'NDUaG// SUP.Ft 4YJS1 ''(Hiifi.'+SI vpo..nLLY KT7H ADJ •,�T J .. IUCLU[ r D. FLAPES. FU11NASH DA='Y, BPOWN r .- 1 nC Ac w' �'•: r'lia' .P -.rI* rn ..:...'i"�Y,`•MA"F. •. _..:.: ...... _._.. ,,. _.. -. ..... _n..-.. _. _.. __.., v- _ .r:_-__. -. �-ncar -. _ F SEWH.. CO•I[."avTF, UPAFSr SPFCFFN,FtsEWHERE Ill ? tins DaooC o: ry coa.o°�ooc`o t - - _ 2: DETCCTAULE WAR'N'NG ^U;:ACEa MUS: ct SLW -. . -'• NOT ALLOW WATCR TO .a000MULA-=, I m-nI 5CC 3J -iJ: a'•, �;RFAQS 'I, DART( RED 'R,-._ L.•flt.' S}ST.'q'f AND MIN 0 P I - CONCRETE FOR STRUCTURES ::(INLETS, CATCH BASINS, JUNCTIONS, ECT.) M N 400 PSI-28 DAY STRENGTH ALL: SLUF+ES ?ijt Ni.-TX_Jf( ALLOWARLF. THF, 1=AST POS:JRL'_ SL.'N THAT WILL C -ILL ARP. t: PRCPEPLY S'-'EdAO BE U_ED. AOj;S- CURB RA.4SP LENGTH Oi CROOZ '1- ,kl'i''•O;-Z4 SIDEWAIAS AS D.-,E!C_T=D -. �. ... ,_ ..- _.... ..., ... ...__.. ... ...... ... ..... .. ... ...... .._. ._..... ... .... ....__. .dfGM`;� Sti•'•`-L BE ., .:.X �?'}.9ML'UM '.'.9TH A MAXGkJ`i .'•% it OPf �r ANY DIT•ECTUN. MAIVEUVEFtNG SPACE A: T$ 'CTTGM OF CIJA= RAlC'S 5ttA••L. BE A AriV.'L(t:L'. OF .. ..... -., .. " -_ 1 s a' r tom_ -- - ----� ° ACCOP,GAYC: WITII B `COMPACTED TOA 9 A ARD D-698 UNDER: AREAS TO BE 2. TRENCH BACKFILL SHALL E T LEAST 8% STANDARD: RE 2 FINISH L1GNL JRC•Ck rT4 C,NI MDT%: r r Ar x - T -rs s THIS NGT T r A •�, z r�JE� � INT', ct . DIC N .c_ ED 1 CP m •.'INTERV,i5_ EXFlA`SIJN JOINTS i oiJO.C.- PAVED,' OR AT THE CONTRACTORS OPTION, CEMENT STABILIZED SAND BACKFILL MAY BE USED.. ALL NG ntli-R64t_NTS - HLKM:, Unr Hr RF UUiRfp 3. DOWft.. IN AbP 7:F TO ANY .ROME OTHER AREAS SHALL BE COMPACTED TO AT LEAST 95% STANDARD (ASTM D-698. TESTS ARE TO BE "E AD -1 DurS E 0- TIS viTEwALK. ellH •3 a 12" BAPS C* 12" O.Cl Cl`4 - " 0 KFI L MATERIAL TO � BE PLACED IN 6" CONDUCTED EVERY 200 FOR<EVERY 24 . THICKNESS.;BAC L F LIFTS ' 0 C. .� v m,- 4•Rb*_ C>tF«:. 3. ALL STORM SEWER FLOWLINES IN & OUT) ARE CALCULATED TO THE .CENTER OF THE INLET 'BOX DE7E;".W-D 3Y PZOC'Ot? COL1i'I .L' C5 5 t57.AftflrC�) *10 SHALL B:. 0-4/ V::.T Or TIC 0'7:MUM LIGISTURE-C'JV'ENT F TC THE FACE OF THE INLET BOX. CONTRACTOR SHALL ADJUST LOWLINES TO MATCH rt %,y :CT4in ,. , ., . �k •. - A I �x q, �M .i 4-1) %t•JA -•.;IFIL DC 1l,'j- iiLU r•.7: _X_.W:_ LC-NFiiil �l JRiLiY ✓;-ii - I I SEAL ?ATH EYP%LvS10A .: I AROUND 1 ET D JUNCTION BOXES AND ..GRAVEL <FILLED 4 CONTRACTOR 1S TO USE SILT FENCING U NL AN 1 AS NESSECCARY TO PREVENT 'iSEDiMENT `FROM ENTERING PERMEABLE BAGS AROUND NLEf BOXES\k_STORM , � }. %t4St_, Jt:M7 MATFRIN SUOCTTH EA 'SEUYER 'COMPLETION,�. - CROSSWALK CNtiE'iS1^PJS. CF:0551§'iti( M:f9Ck'NGS l.�T STOP BAR OCATiONS SFALL BE AS SHOWN ELSER'HERE N THE PLANS. ,AT INTERS£CTICNS ''&HRR" CROSSY,'AJ K MARK;\G3 Are Y'JT REIJUW.L , CUH6 RAMPS SHA. L 3E A.ICNFP WITH THFDP._TISAI_ rx 9 ' I It^ SYSTEM. PRIOR TOr ACCEPTANCE OF: PROJECT FOR `SUBSTANTIAL -{ �.4•• I ..-• _.- k, - . r 'YCR ASEr CONTRACTOR IS TO CLEAN ALL STORM- SEWER FACILITIES OF 'SEDIMENT. ;° _ _....�.• ,.: NOTE tt07E 5. ALL STORM SEWER PIPE BACKFILL SHALL BE STRUCTURAL COMPACTED TO 98% STD. (ASTM D-698) ) � iN ACCORDANCE WITH B/CS STANDARDS. CONTRACTOR MAY USE CEMENT' STABIUZED SAND ; FOR ENTIRE SIDEWALK Jl� 1I�ALK SLOPE REQUIREMENTS TRENCH DEPTH. --- - - -- �a�tVfl N !DO GEY=RAL NOTES FOR _ VL : EGTAEL.E Uc 1 EG 1 nj E tYry±PyhIGS WAFRINC Stn?r-:G:.F L CURB RAN - VL:ST CON'AIN A D-TECIAti WA I ., SURGACE 'j IAT PEDESTRIAN FACN_ITIES GENERAL NOTES CONSISTS 4F F/JSED TRUMCKi-D DOMES =I- = "J Ut 1ttE IEXPti ACC.\SRiTt�Y ST•:.IDAPDS .-�,. Lk'NDUaG// SUP.Ft 4YJS1 ''(Hiifi.'+SI vpo..nLLY KT7H ADJ •,�T J .. IUCLU[ r D. FLAPES. FU11NASH DA='Y, BPOWN r .- 1 nC Ac w' �'•: r'lia' .P -.rI* rn ..:...'i"�Y,`•MA"F. •. _..:.: ...... _._.. ,,. _.. -. ..... _n..-.. _. _.. __.., v- _ .r:_-__. -. �-ncar -. _ F SEWH.. CO•I[."avTF, UPAFSr SPFCFFN,FtsEWHERE Ill ? tins DaooC o: ry coa.o°�ooc`o t - - _ 2: DETCCTAULE WAR'N'NG ^U;:ACEa MUS: ct SLW -. . -'• NOT ALLOW WATCR TO .a000MULA-=, I m-nI 5CC 3J -iJ: a'•, �;RFAQS 'I, DART( RED 'R,-._ L.•flt.' S}ST.'q'f AND I� 1 ..•2 j T ALL: SLUF+ES ?ijt Ni.-TX_Jf( ALLOWARLF. THF, 1=AST POS:JRL'_ SL.'N THAT WILL C -ILL ARP. t: PRCPEPLY S'-'EdAO BE U_ED. AOj;S- CURB RA.4SP LENGTH Oi CROOZ '1- ,kl'i''•O;-Z4 SIDEWAIAS AS D.-,E!C_T=D -. �. ... ,_ ..- _.... ..., ... ...__.. ... ...... ... ..... .. ... ...... .._. ._..... ... .... ....__. .dfGM`;� Sti•'•`-L BE ., .:.X �?'}.9ML'UM '.'.9TH A MAXGkJ`i .'•% it OPf �r ANY DIT•ECTUN. MAIVEUVEFtNG SPACE A: T$ 'CTTGM OF CIJA= RAlC'S 5ttA••L. BE A AriV.'L(t:L'. OF I. SIDEWALI: PLACEtaEt'T SHALL BE I ACCOP,GAYC: WITII !C5 tkuF1D )CS01 GUIUELNCS. 2 FINISH L1GNL JRC•Ck rT4 C,NI TO Dk To(! ED 1 CP m •.'INTERV,i5_ EXFlA`SIJN JOINTS i oiJO.C.- Cr- `RACTiOw .OWTS s O '.; NG 3. DOWft.. IN AbP 7:F TO ANY .ROME _ IE STNUCTI "E AD -1 £HT TO S7'EWA_l Y. tDP.IVEWA't, F•\'t-ET BOX, CUR8. JUNCTION BOX. ET C.T r ellH •3 a 12" BAPS C* 12" O.Cl Cl`4 x "" B . S t? 7 ' 0 C. i. CC)J=M;i'CNI� Cf.VPA.CTED SU?$z m,- 4•Rb*_ C>tF«:. 5, TO A OEf,S:TY AT LEAS_ 98/ OF-4AX1t 4 DRY OENSITI' AS DE7E;".W-D 3Y PZOC'Ot? COL1i'I TON TrST .L' C5 5 t57.AftflrC�) *10 SHALL B:. 0-4/ V::.T Or TIC 0'7:MUM LIGISTURE-C'JV'ENT :• -, n».n..,tS •:tE;;i: +•EuC�r..• N IRNA. rt %,y :CT4in 7T .i 4-1) %t•JA -•.;IFIL DC 1l,'j- iiLU r•.7: _X_.W:_ LC-NFiiil �l JRiLiY ✓;-ii - I I SEAL ?ATH EYP%LvS10A , OVER OR THROUrts- 'HEAL. Jt:M7 MATFRIN SUOCTTH EA =l. FA - CROSSWALK CNtiE'iS1^PJS. CF:0551§'iti( M:f9Ck'NGS l.�T STOP BAR OCATiONS SFALL BE AS SHOWN ELSER'HERE N THE PLANS. ,AT INTERS£CTICNS ''&HRR" CROSSY,'AJ K MARK;\G3 Are Y'JT REIJUW.L , CUH6 RAMPS SHA. L 3E A.ICNFP WITH THFDP._TISAI_ rx 9 ' I It^ CRO'5CSWAJ9S. OR Ai (MFS: `.0 ey IHL EN,I:EER. EXISTINC FEATURES T.LBT.COMPLY WITH -AS MAY P._MA)N IN PLACE ::MESS -0THERWISZ SHOWN ON 7IfE.PLAH5• - ' HAfirA'A�I:S ARE N.OT PEOtA EB ON CURB R?JAF•S. PKUYgTF. CU:4r R^tAt'ti ri-M1;FV'!' -.. -{ �.4•• I 1 -E1) ;W/HE' 'YCR ASEr I I _ i ,.: NOTE tt07E 5FPARATF --UR; RAMP. ANS LAY)N-5 FP.OM .ADJACEtrk StO-WALK AhA) A14r OTif_R ELEWN75 WITH PRE14OLD OR BOARD JOINT OF Z/4" UItLt-SS OTIC;Yla ORCCTCO BY TIE CNGNSEC? SEE i i 7TJ¢•EX hJCINC Ft1J FR_ wr _. TYgil•aAi+ P.7•.r'1un4F 1'i -s (EM=ri!.A \, \ •3 -_ARS ��tl-UAl 7t 2AE T< Q 11" OG-F.W. Oit CUhCRE-ELONG V,3" .g_ATFS THAN THAM TF.i OF 2f M,,l [NAP,. t,tP , i ST BE! BA '•i NS C SE" 5 QE'.V. SIaE$y+TH- 3000 pai QrWR6L NOTF , (PAVFRS- p,� v ! t4` THICK MIK.} tONG E':OUGF TO COV ET? 2" OF DO'w: AY2 t1AVB - Cr St S'E FMISH PlOTc - ;NO OF CAP IS i" FROM ER- CF BAN. i j' - SIDEWALK S PAN QN I i TYKC_A,,L AMBULATORY RAMP W/ 4"CONCRETE NCKETE SIDEWALK FLARED rrGsDETECTABLE WARNING PA•VE & CON B T>if-df-10N + IATX SW2-0`Fgwiogl �VAihE$--'= WF IC 4 -3 P•AAS G 0" f.'.C..'.tY.. OR-`� _•t -28 -DAY: CONCRFT' =4 OARS Q: 18" O ��F.Y:. S'.R-h;TH R 3C0) pri 5' CONCRETE SIDEWALK I � I r •Y ) "ft F0ifIL,. t I SF; ti fi.F" :Tf'' - -- - � JOIN ,Or, .ERr L t - IN � t - - }• C, i .. S r , SEE NOTE s ,C 1 8 D C04.P.CI_ • i ' SCDEVtALK+utJRITiZ a �I IN •3 3f: S a t?' o.C.V.aI•o4= >TRE .Y„N=.,01}0 asi r4 011$'s I, tell O,C.t.w. ,^. i`•9CK M.N.} SEE 1`91151i NOTE W CONCRETiE SIDEWALK CC BETE SIDEWALK SW l-0� GEY=RAL NOTES FOR _ VL : EGTAEL.E Uc 1 EG 1 nj E tYry±PyhIGS WAFRINC Stn?r-:G:.F L CURB RAN - VL:ST CON'AIN A D-TECIAti WA I ., SURGACE 'j IAT PEDESTRIAN FACN_ITIES GENERAL NOTES CONSISTS 4F F/JSED TRUMCKi-D DOMES =I- = "J Ut 1ttE IEXPti ACC.\SRiTt�Y ST•:.IDAPDS .-�,. Lk'NDUaG// SUP.Ft 4YJS1 ''(Hiifi.'+SI vpo..nLLY KT7H ADJ •,�T J .. IUCLU[ r D. FLAPES. FU11NASH DA='Y, BPOWN r .- 1 nC Ac w' �'•: r'lia' .P -.rI* rn ..:...'i"�Y,`•MA"F. •. _..:.: ...... _._.. ,,. _.. -. ..... _n..-.. _. _.. __.., v- _ .r:_-__. -. �-ncar -. _ F SEWH.. CO•I[."avTF, UPAFSr SPFCFFN,FtsEWHERE Ill ? tins DaooC o: ry coa.o°�ooc`o t - - _ 2: DETCCTAULE WAR'N'NG ^U;:ACEa MUS: ct SLW -. . -'• NOT ALLOW WATCR TO .a000MULA-=, I m-nI 5CC 3J -iJ: a'•, �;RFAQS 'I, DART( RED 'R,-._ L.•flt.' S}ST.'q'f AND I� 1 ..•2 j T ALL: SLUF+ES ?ijt Ni.-TX_Jf( ALLOWARLF. THF, 1=AST POS:JRL'_ SL.'N THAT WILL C -ILL ARP. t: PRCPEPLY S'-'EdAO BE U_ED. AOj;S- CURB RA.4SP LENGTH Oi CROOZ '1- ,kl'i''•O;-Z4 SIDEWAIAS AS D.-,E!C_T=D -. �. ... ,_ ..- _.... ..., ... ...__.. ... ...... ... ..... .. ... ...... .._. ._..... ... .... ....__. .dfGM`;� Sti•'•`-L BE ., .:.X �?'}.9ML'UM '.'.9TH A MAXGkJ`i .'•% it OPf �r ANY DIT•ECTUN. MAIVEUVEFtNG SPACE A: T$ 'CTTGM OF CIJA= RAlC'S 5ttA••L. BE A AriV.'L(t:L'. OF 'tk 3. tiIGN TRU4CAT_C DOMES H THE DhECTfON Cr ` TP.AVEI• W)'SIJ ENTER14r TSE STREET .. ` .-_ S• N'N: �•�... F'A:C;: OF i r :ESTRMN VX 4' WHOLLY CON ±R+c.0 AITIIN THE CRO35WALK AND W7 CLN GUTatDF THE PARALLEL VCILC-LAR TRAVEL PAIR. 10".:MAX.- CiJt2B `-..£J-DEED AREA -3 ON-.iHEETS ,'. APQ} 4 MUICAIE If; 4 MAXIMUM nLLOWABLE CROSS SI.OP= ON SWJFt4AIX AN'T CJM RPJt- :i 2/. AF`FROX.M.ATC LOGATO•t rO:? T':C D"'ECARLE NAli NG SURFACE FOS? EACH CURB RA,M TYPE, '• CURB RAMPS W±FII SETI-IRNED C='IGS MAY OC USED \-T WHERE PEDESTF.Ffn) :>. UFTFCTAFh •'•n?N h_ BLT :t{;' :i�nLL "ct n k�IP;! TYPIGf�I PLAGEi►�EN'T O DJC E TABLE WARNllrTG � SURFACE, CIN LAnINGAT 9 �+ET EDGE DE Oil IN T E fjwRE^ iQJg' CURB �U '3tK}:�MG YEL. 9M rni at'.. z=., II v O E.TEtiO z THE THE VtiXILC NOT N0�/.A LY WALK (G55 TTIE nPN . $(TticR c CA1}aE THE : U A ENT SURf ACE IS PLANTING OR OTHER (,ION-VALK,W SU.@FACF OR PFCAOSE. THE `.+DE .AP�,tCn IS SUBS':•YTvLLY onlituCFln OTHFICNEF.: PROVI:IF F: AREC SH)ES. PECES7it1 ACCESS ROUTE ENTERS SIRE=I �qg�4y n [►%TQi-00 3 AD )I -ZONAL INFORMATION ON CURE, r,.kttf' LOCATION. DES•G :. LIGHT r=LECT VT: VALUE . -- --- c-[iET£CrAFN-E W:ia.�Fit, S,L''rt Ac'r i SHALL Lti. Lxklnf EDGE MAF ST 74E ZUFB LINE FS A \tHWU CF - lAAXIL(UP,.F ,r ic" FROM TI:E EX-: NSION OF T6iE - CE 7'CTABLc WARWNG SURFACES M>;Y BE CURVET. D SO TWIT f NIU A i; F £ OF CUPF1. r•L _.•:, TIE HE AtC T-XTURE MAY BE FOUND N THE C:.•RRENT W. -Of. OF THE T:)XAS ACCCSWILITY 51AROARU5 (-AS) AND M 'AC ' 68.102. - - TO SEP,IJE AS A PEOESTMA.,i AF;..G=. ,qF A, IHt- Mf.CIrNN SHONLD E AMI-, U+ItA• c CORWR RADttC,- OF •' YID:.. MD!ANS SHOULD RF OFStRNFD TO MriWDE Ar:CE55>i E P=55A,:.E • dnr5a , OVER OR THROUrts- 'HEAL. -7 T<00. MAIHTMS +. LIS. a" UV/LI"IEU iRl_CtfjLi o MATE.. ALS.- " j Cktuctuola vlareny surfaCu - IOCIT^.L :v ruq par">ael to 11 WA?t80.�. ! 8 - CROSSWALK CNtiE'iS1^PJS. CF:0551§'iti( M:f9Ck'NGS l.�T STOP BAR OCATiONS SFALL BE AS SHOWN ELSER'HERE N THE PLANS. ,AT INTERS£CTICNS ''&HRR" CROSSY,'AJ K MARK;\G3 Are Y'JT REIJUW.L , CUH6 RAMPS SHA. L 3E A.ICNFP WITH THFDP._TISAI_ peaas:riai travel) nPof { d Usual _ z }'idW.noaGDo do'aa.ac sw Side ikre - '; -, arraas-Ja iv t n'o wwon •t q' ~^(Typiccit - 9 ' I It^ CRO'5CSWAJ9S. OR Ai (MFS: `.0 ey IHL EN,I:EER. EXISTINC FEATURES T.LBT.COMPLY WITH -AS MAY P._MA)N IN PLACE ::MESS -0THERWISZ SHOWN ON 7IfE.PLAH5• - ' HAfirA'A�I:S ARE N.OT PEOtA EB ON CURB R?JAF•S. PKUYgTF. CU:4r R^tAt'ti ri-M1;FV'!' -.. oa.opaoe•a'u LN f"'C5SFtILE ROUTE ZKOSSES (PEtETP.ATES) A CL'RO. T-_' - A7• t-wx CIrY i 11 5FPARATF --UR; RAMP. ANS LAY)N-5 FP.OM .ADJACEtrk StO-WALK AhA) A14r OTif_R ELEWN75 WITH PRE14OLD OR BOARD JOINT OF Z/4" UItLt-SS OTIC;Yla ORCCTCO BY TIE CNGNSEC? i . PP.OVVE A SWOOTH `RANSFTION WHERE. 7-F CURP RAMPS CONvECI IU THE SIREE I" wr _. TYgil•aAi+ P.7•.r'1un4F 1'i -s (EM=ri!.A t:. Fi,te: SLQP; Jtln_L NO; t't(:t.ED N}'/• NEASIJP.ED ALONG CURB L.NE. A.Pt_ 4 G SURFACE ON SLOPING RAMP RU19 aVd2-01' QrWR6L NOTF , (PAVFRS- p,� v ! FUPt4SH DETECTABLE aAFNN: cAVER MITI KEYING ALL RKOUIiEM=NTS Of ASTL C-936. C-33- LAY IN A TWO BY T:lO .,T _ <• k 5. 2;a� - i• '_3"�ItaG �I• 0 O O C) ' w ,'-ding -0__ C �_r ..r t 1. // - /J 4' kis T t/ J rca DETECTABLE WARNING PATER / rmd Us o Sit'- FL �_ H _ ( M�X.`".LOPE\ _ '7Pry E1.� �-.t i� UDEN G!Ih ++df u %;rf c' i •nC _prtace :, _. -y%y'rade -r^ rcG{e. UNIT HASKLI W:.NVE /AI IERI4 OR AS rARFCTF :. LAY FULL-SIZE UNITS FITS' FOLLOCY-D DY CLO;Jsf:C UhI11 S CONSMS Zl,: ;,F AT L°A�.j 25 P`_3CENT OF A FULL UYR. CUT RF'FCTAAI E WA-. mx: NAVLH IN S I-ISNG A POW_R SAW it -NO. i REBk- AROUND PAVCR ann .. - DET- C ABLE WARi&%G PAVED. K' 'i J TRUNCATED DOME SURFACE ExP..rJS`C'N dITtNT-� t °� RC:eVt2C'. ± � t - ) I"I M'•PTAR DSD DAL. CON.'':>f'si TO SIDE FI Lit.' t S i/j r s['.'latF'LE SPEC7`A:A710N5 {TYPs zl1i i ' f• -CON o :JON7 PE<•.IISSEIE E- - 6 Face of _ iTYPIC.Il) 4 R AP WIDTN t YP {:.'i ; /� ,i S'Y:k: AL. ctnh a UNtst7t }OMT. . - CURB R14lVfP -t -`.�� FIN,±" - Mt,- s R _AR _. 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PROJECT IDENTIFICATION: I I - _1� I .4 ,� , - i 1@;Z41211_�'7 I f ,f,� � c � i ____ _:� ­_____"� _�::::� ! \, � It , , 11 4 ,J , ., �, I ? .1 � I � _ . �_ I ,_� I � .11 , , * I I I I �l i I ­ � . . -11,11, I I � � 3 ,­,­,", L : I ! - ��_ I I I 11 PROJECT NAME: CRESCENT POINTE TOWNHOUSES I � �,:�,� �,F�,lll � � / I I li /,11� -- � "ll j I . ., _ I I � I , 11 I T, cu 1� 18 / I , "R w, 'iill'6 �, " " I I � I 1 1 f I I 'r � y I I C, i ,� , ", I 7 11, 11 11 I I - -i i'l , w . ,,, ,,� -, 'i � " � .1 I LOCATION: EAST END OF EXISTING CRESCENT POINT PARKWAY I � - l9li-I %,, r , � I / I ,� 6 11 t , , I I � ,� P" ,g- , I 11 '. - I \ ! F, . � I - ­� ­j,Pf,�e,�ill �l I I ,,, -1- i �1,1 ", � � I � I kn I ., I "I". , , I ,L; - �,,,:�­��I, � � , � " I I � I I I I 1- - - , I / LEGAL DESCRIPTION: LOT 3, BLOCK 3, CRESCENT POINTE PHASE 4 � 1"", - , I " " / I - I I I I I I I / I , ", � �_ll - - _� __ V11, 11 " �, " 11 \ j 1, 4 1 , , , .[; , I I , - _. , _ � I I . I , �. I ! �,i,i ',�,�,', � , ! __ u , i, , --ix I I I . t �,�Z`l 11 I I I I i", . � .- _��, I , 11 . I "i� " , F, i � , I I pl 't � tg� � ---"+----, , - I " J ,0�, / � I I a. TION OF COMMON AREA I I ,;, r ,� , I I I I ,I 11 -� � ! i �i -- - - "."' ",,-- , ! \ zo 09 � I ll�� /�` / "�y m�L� � , i ____ < I " 'i � "I, I � I � ,,, ,,,�;$'�f'� 1 "4/// 11 � I I � I ! i ; I o � 11 11 . - . I I . I ; "',��l ,�;'�,�l I F __­_ , — — — — - � .1 . i I _'111, .. �l '47- 1 v", I I , hivIii :: I - I I � I i I � L ..... .. 4 I I i f � : , ­__ 1) `­ - � & I I B' CRESCENT POINTE PHASE 3 ' -1 I ,?,�z , , , , I i "I'' , - ", , , � 4 / , f I j 1-1.11 _ . I I - I I I I I I I/ . � I I I I ��,'Tt,` � � I i _,.�. A � � .�� ssn", � � I �'.­'­_ " I c , i : ­ I ... �,T_I,j � I 11 t I '%- I ., , 9 I .�. - \ I "­,�� , : � , I 1� / I I �;� � � , � . I' � � � , I � 11 I I - I 'a J.W. SCOTT SURVEY, A-49 : I � I I , , "'� , 11 1-1 , ',:i_:.l,_�l I I I i I I � . I , ? 11 - I �, % �, I � � . - I �4&11,ii,r'l - 1�,�::� I ! ! ,< � , , 1.1,11 I i I � I � cs " � I 1101 � .1 . - , - I I I j � I I i,�J:, I ; I - I " "� - � � I 1� , � � I � � I ; I � 1 ll'�, t�' �" 1, i � 9�1' %� i 1, . I f I I I ! i .� i i I I I , ,,, I , I I I : I ; I I . .< I . I I -, ­ , '. g� , - . I I .11, I I I . I I I I f, ��I,','�,Ti-_A!/` ! ""�� I I ., .,�', ,, i, _j 0 4, . ._", a 11 � COLLEGE STATION, BRAZOS COUNTY, TEXAS . ll�_ � f I � x I I V, I '. , , I I I I I 11 I I ! -1 i . . I L -yr I � I . I / I ! 11 ! i i I ,,,,, � ill"I'%, i I I -11 I- " I I . I I I I . i i L I i 11 " i I I I I 1 1 if � . . 0M, � � I . . I / I i 11 I � �'A�',,;,��k 31 .11 t I � � -, I �/ X., , "I'll, I I /, -� 5� �l ,I , I I -­ 4�!,,.:i,i�,,q If � , I Q�'*I�_ I I . I I , " 14Q'I't'ii, 7.5' PRIVATE " I I / . ! I I . . 2. OWNER/APPLICANT INFORMATION: I 1 40 � z+y,,,,i I � I f . Ji I � � �"'-� ? ! �;,�:,,',I,,:Ql' 1 i � . _� , I . ,,,,,,,f 11 i i I � I . \ I-, � ", I , 1, I � I I � , , . ; I � i 1 i I I I i I � I ,i��r'! ; "", , � - , , 1 1 1 I I I -i v I �' ACCESS +EASEMENtil ; I I / I �it ,, -, i J : � _1 � ; I I I I 1'�e�l. ""' ­,"�` � I � : . I I � " I I /, j�,! k-jWj - I ; ! . I i z* � . I I :,- I I , I I . I ; -,,,Ili 11. i : , 1�._ ` 11, I I I I I � � I I I � ` , . 1: . � �l I I �,� f I � I I � 4 ­ I I � . I I i - � I � ", I/ I I :��,, I � I - t I (n i I I ": 7�X .1 � '�,' , I .j , � I I I I I : lk "`�� . 1 1289 NORTH HARVEY MITCHELL PARKWAY I �, ,,� I __, " I / � , I I I -, ' '�' I . � I � � i f : - I BRYAN, TEXAS 77803 � "j" �'Vfi�i, ,�, , I I / I f . I 11 � I � I I'll, . � I i + F i I I � 1"� I � I I , I I I I I � 11 I I I I I I I � I , I � I I 1 : 0,/0 i I I i � . � 11 I I I I � - I � . ! r I . I I 1 (979) 779-7209 1 � I -11 � _wl,$ " I I � / I I � a / / I I f I � ".,A, �'i,q,�!'� j � !_ i I I I I I I I �1_1,:�� -_� I I I , � I I � ! . I I I : I l_lAr : -, - J � '_1 --"" I , ��,, I I I I I I ,�� ,", i � r I ; ,,�61,1�`.l .1, 1 :2 : I � M, , ", i - I �Mql,,"',," i 1-1 Aff � . , � I 11 ..L 11 ""," q'i. I- P�U.E. I I f.,,::::i3O ! 1 7 :2 I ; & I - , -1 5' WIDE / , I I � I . - I - � '__l I ,`,�zz� - . I / � - "k I I ; I ­ I I .1 -7 ; � u � I CRESCENT POINTE HOLDINGS, INC. ,�",'��,,7� , i !- , __11 / I � I I / 41 I I-, z , I . 0 i I I , ''.1, i ) : I , i 0 1 1 . 7'rf" ,;i4 .�' 11 , � / " I I . I 7 I F_ � I - . � � , , mlllllr�_ - � Z�,!�­z�_ , 11 . I It .1 I � EMANUEL GLOCKZIN, JR., PRESIDENT - I .1, ��g"'- 711 -:z, + I / , , I/ I I . / i - i i 51 r '. � � i I Q_ i I I I I _ z!�_ I I I � : - / . 1�11i+, . I I I i SCALE: 1"=20' /51,,,,�, I �� � i I I f " i I , PARKWAY, SUITE 101 `,­, I - I I &/z, ).�,gm 1, / ­­_;��j�_� � . � I I / I _ � Y) aE L- i �T,, , , j - I l'i5`,,-F I I , �;, , � , I I "" I � ,� m, "". , . I " `�l , . I *� I I I I I I . � , �'.' � I ! I , I v) , , __ I - ,ii,�w�;, 1 � 1 ;� . .. .. . i, , I I I 5 9, gy-T_vm,4r­ ��_,,�-__, � 1 i i i , ._'. J " i Q BRYAN, TEXAS 77802 1 . I/ I , §';.0 1, ... _-, 0 0 i � -_ - I � , -g', _f�_ . . , -11", � � . I I � ,� , � , I I � I � I I _f,ii, 5 � � ! i I i -111 ! 1, . j I : " i . (979) 846-8878 1 -I- I p, to ci�'l I , � I , I , i" I LLJ : , 5 , �' I / I I I .," i I i � � 0 65 ! . I I -,,� I . � 0 I -:::�;�t- - , � / � 7 ; f i I I . 11 I I "A "c: - -- , . . . i I ---.,: A I - � a- , � k ... 11 1;k �i_ I I I � . :::, r �,,,-t � ., / �,- ,,,�4�,W I f ; I i � i v it -1 ,;; _�4 _ - I . I i / 1­��, el3lyl! ,, 1�jww - � ; I � 3. TOTAL SITE AREA: 6.04 ACRES N" A, , . I �' 1, 5171_71_� , � 1. - I � I I � � I � ) I � t I I . � I - -�­_ / - 1, .E . I i 10 I I 1111,110 1911 �� 5' WIDE P.0 y I I �_,;"",�, -1 _*� I � IM -1 , 11 1 ,y4',�� f441� �Y / �_ - / I 1\1 11 . i ! ,�F�` t. Lli 11 � � X 1: i Lg, , , : ,* i ; f - f j � 1, I I , I I � I "I -j,,J� ','� ­ I z � k I 11. I F I I � 1 i I I z . 1 , p ltll:A'�f` �ii,,�I;h �'i, g� i�,v� I I I � I V) I I , � 4. CURRENT ZONING: R I I '-I- I ­/ ­ ii, -XIA, 'I - ` ��z�-�,, , - / , � � / I ., I I I I � i 11 1 1 � ; zqk 1 : : i I 1 -4 MULTI FAMILY RESIDENTIAL , I I � '_ 'ill, 11 . � VA - I ��_ I I . I I i I I ; I �i .. 11 I I I I I , I I 1-11 ��, - I - / ���� I : , i � 20 I I 91 I ...."l-ki-N I-. : � I i , I - -� , I 1�111 '5111v I I I . � I I I I I : t� . I I - - -�'_� I j . I 11 5' WIDE w - I , I I ,, 011 . I k ill i . I I I `,�, /'y/, ,rmi � I I I L ,,,i� k - � . / � il I I ? P.U.E � 5. CURRENT LAND USE - VACANT � I I - j A 010,1111 iz �,an,,,g,,rg,i;', -`���-_�� �. I � � I I I 11 I . I , 1 I I --- 60,1 . . .. ..... - - I I ,��, I I I � I � f 6 I I I � I "' -y"', 11 I "s, - � . I ',� I 11 ! � I � j, -77th, .v,%l,,4RpW,Wl'lF , I W6-1 / Ali ___�\ ',�" � � I . .��,�' . - ­­­ - . j , �ij___1_1_ __ ___, I I I , ,_t,� F:_�� ... I I ,�j,Q4- ' i ! ,, 5 4 ­ . Milt - I i I . -11, " - I . I E I . I � I "j;l . � I � I I - i a , �/,,` ,­ _ I , I ,_50 --: . 1, I r ".11"i I i I i ) i , 1, ! � � , . ; I I I I � �"", i,zm : I � I ,,�"­,"�� Of . ­­-% I I , ;, I 1 6. PROPOSED USE & IMPROVEMENTS: LANDSCAPING, POOL, PARKING & RETAINING � I "I - - I- , , I i . _ ; i i . I I � I N v, . � I L"""i ­ w��­ 11 , I I ; � I + ; i I I 1 1 1 1 11 � I I � I I ______ I - I I ; I i li� '' -CC I I I � � � . 11:11�. � �z __t.��l � ) I --..--I- I I " - , I I I 1: I __ ''I � I 1 1 i I � . .1 I I i I i : � t i I . : I I I I . I I I I i � � - � I '�Ill,""",,�'e'�"��-��-'�i�':'-���"'4�-�,��+,�L", / I i ? �_,,�,::,��,,, z � i! 7Z �, - � I ", � WALL IMPROVEMENTS I I I I , p"m N;,� 11 I . �, �, i . '. ,., I "'�� Illil 1--i"', I , I . I � I � �,,Z/z, ""t!", �l 1-11 1. I /I I I ii­_­­­� I I 1, I , ,�,,� i � . � I � iw.,;",�P,7 �1­ "'i ,-, � . I � ! I ; . . I I I I I I 'm, I I I I I � I I I , "Al"'all ��ii,ill-) I '. e, � U2 � I 1 i I � , � . j � / i i , -, I I I I I � I W,i� ,�­­ml 3�1_1­1_ ! 0 j WIUL F.U.E. ; I I i"`�',�� " 0 1 � i i 0) 1 7. THE SUBJECT TRACT DOES NOT LIE WITHIN THE 100 YEAR FLOODPLAIN I + I - I � p,,, ��" %00�k'��",-",; '�` 11 ! i 0 1 1 . I I + I , 1 ea i I __.___._____.___ -, - - .- I j I . ,�,"'W.it�.t'N"i ­�, , : I I � ,11 w � 11 I I I ,�.-F " I ; I , � . 1�� � ­­ 11 .','i'j�_,,,,, I r ; - � � ,, �j D INSURANCE RATE MAP FOR BRAZOS COUNTY, TEXAS AND " � . ,.;�ill,�,!��F, ill", ...... , li-" . I -7-i 1 i, , , , , , � ­­QZ4 P" ­­ " I I 'I­I'-l711`1._l__ I I I ,?,';'�, I I .1 : , I � � f7___,___,.. , 1 I I I'll � I 11, ­�� I - 0, - --k, , I I 7 ? I , .� I �_ I i I I I ­� I I I R, w,q� ____ I � ; j t 1 , , , 1 , � I �,XK,,--g, �l lljlj� -�,,,� -! I - I A -1 j , I INCORPORATED AREAS, COMMUNITY NO. 480083, PANEL NO. 0161C, MAP NO. I !, _ I- i I I I . I I , �-;,��, ilil,%�,,ii�, i 1: I , �­"!,­,'��'� I (-) I I . I -------:-,!' L �i� I 11 � , , j I � I � I " I I _ , ,� ,111 � � I I I � L g . I , , , , �' - - , � � - m f I ! I I � / � �=__[ , 41. I 11 ­­ -0 ,,�, ? I ll� : - I - . . � � 'i *', I 48041CO161C. EFFECTIVE DATE: JULY 2, 1992. ",I ,� � . . , . - -j I : _.., ­_ _.�_ __0 - , I ."s M; ,N,�__ ,I _� , ii 4,� . " .it,,-�,�____, � I � ! � , , VO, ., f I � � � � ....... .... ..... . .;.... __L - "g"., � � � / I ! � I � ,,,� . 1, . ­ � I I + Ij �, I � I , ,", ,,,,­­­'­­1­�11Q -W i i , �j." �i.i 141 1 - I I I I . :_ � - �11 �ll.� 17-14;l " ��`-,,,?��_�;"',: I I . � u I 1 " - ! � I I I I . I I 1�31 �Y,','W, q � - U �, , _;', -- " - : � I � I � � pgqgi., �,,, 4 �� ,� ",,",��, �,,',ii,'��I�,_,�, ,-,,_._ I i ! . I "', _','r�ofi I I M", . I . , , , _,,,�, I ". i L ­. � ,,�`j ly I . - �7 , � I I I ; ?i I I � I I I I I I I . . I I I � I I .1 "I ­­-, I ­­­_ n-. �j, , 7, �i ��,_ - i I � 0 1 f I I � .1, � , I I , � " ,,,� I I I - 1 5' WIDE P.U.E �11'11g��W . I � I I � v � I �� i L �� .! ! i f i ot , 11 ,��s,� " 1, � I I I I I � i - � . I I � , - I I I � 11 . I I I 11 . i I � I , � '_ � i f, � . SCALE. i 1 l$=2 � , 8. SOME EASEMENTS SHOWN NOT OF RECORD ARE TO BE RECORDED WITH THE . I I le I I � . \_j / , - POOLAREA � � .1 I I P ` " " I ! -, - i f I I . . I I - -- I — " I I � I I . v ,_Ip3p 1 � ,� - - '! i5A'��, - � i'1'1_5,��:,�,,�'l 1 1 - P/ ", � / . I I a : � �,i �l - ; I I ," I I I � I �1�1! 25' FRONT, SETBACK , . I - - . I . � : I I I I I I � " I , . . i I i I 1 1 - - I , 77�� 1 i i � - I I I I I . � I � �, %�,4 I I - i I . I * � ­ -, " ,,�,­,,?­��,:i:­, I � �­ll I �,- ,0'l WIDE P.I.I.E. -1 + - , .7 �ik'% 1, - , ��7� I DNS � 11111--_ I I . I I � I I I , . �,,V, i lv;-, ! �!-,-.!��,,�',�,,.,��,�,,�',+�""�,�� 6 1131 �1'1"",�'J"il;_ ­�, 7 _"l -l", � � ; I , I I -, - I � � , , . _i` �� � .-­�* ! I i�la 1­111� I I I - I I I � INDICATED. _1 i I � Qq - I I � I � � . . j I I � I I � 1� 1111111 DRAWN BY: N � I � T . I .- .r,l I : /61, I ,; i I . i ­,� 7-',�:- i --I--_ .., i, i I I . i I I I I , -�; !I I , , � ­,"', ,Av � 11 . I I I , � , 1-11.111-1 �� " I I 1111 1 11�1� `6�;77�_ �' Lvr'�,,_ ". i-- -,j_-- -, " ; I , � � ,� I I � I w _�!,� � � :_�,t,:i�,,'�i ) I , A - I '�,�,. � � I I . � .1 I I I I , i - I .11 I i ' ' .� I I f I 11 I I I I :1, I �. -,�,a�A,­,j i �' i � , � _11­�'. . I I I I .� I 1, ''I i � . I I 11 . - I � . ! . - - . I I �� ­ i , I I . I I � 9. BUILDING SETBACKS SHOWN ARE PER CITY OF COLLEGE STATION UNIFIED _,"i`�� �,a§,L_N'l 1� I 1111, - . , +� � g i'�! I . 1 7 "'� � _ 1 APPROVED i BY 1 AAP i CRESCENT POINTE PHASE 4 FINAL PLAT OR BY SEPARATE INSTRUMENT AS 1 il '' i, ��,,, �� I �`�S,� _,�i'�,"� �!, ,� I " � i; ",�4' -�i,"i"�_ ' "" - ,.' , _� _111 I * I _ , , 1/6", . , ­ , . k" , '7,,', , / 1 ,��vl ... , I ,� � I I i � I I - . 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ALL 90' BENDS IN El ECTRICAL & COMMUNICATIONS CONDUIT TO BE 36" RADIUS �`,4R"!�11,'l '11`1�i , I I , I ­ -1 �,ii',� 1 ­,',,�� �-'�,,- �'� "I'll � I i '.. ,�, x I . � L I - COMMON AREA #5 1 1 1 1 1 1 1 _� 11 ,,�, � , �'�7�':�.I', � , ,.4"" , , . � ­- , �",- - � ) 11 , I � 12/16/08 1 11 I , , , " DATE: DEVELOPMENT ORDINANCE ARTICLE 5. *1 I I i � �­ _-_,_==ar I �! ' � / I I I � d � , i i .1 - I �� I 14 � I . i,il,�,�, " I �- � I � I . ; � . � ,f/' _.__._____l I : C3 - I !n I f -'. � � i, �, ,�,,,*,,,',,,�.��,,,_-,�,�------ L-- 11.1 - F i , ' ' t� . ' I- , �____ - " �_ . �` , . . I — ___-l__-__ , I -L - ,!, 11 1 4� i � io �z�.l - - . f : 11 . � I I . _ - _,_� -3"P.- __ __ __ ..l-_________ �, � � � -, 4�, ',_ � / � - ;; - ___ � ____ / , .� ; � ­­ I �_ - -----IT- I, — , ­­ — - - - I , ., , i ! I - 2_.._m.._ i a , I I � 11 FILE: : SITE PLAN SWEEPING 90's. 1 1 1 1 // /�, . I I I , 4� I I I � . I . 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I ........ ____ TRANSVERSE REINFORCEMENT: )/8" R SEAL WITH JOINTMATERIALS 4 BARS AT 78 C T O C TYPE. "G" JOINT 6" MIN. 1 ,• T a�a 8C 0 C .Q TYPE JOINT + E METAL Y WA AT DEFORMED TI AR - E AL KE Y PL E OE 0 MED E BARS 1 4 X 18", 18" O.C. t/ IT TYPE D LONGITUDINAL JOINT NT R IR OILY N THE - LONGITUDINAL JOINTS SHALL BE EOU ED NL 0 LONGITUDINAL REINFORCEMENT: I `60' .� 60' 60' ( _ CENTERLINE OF THE PAVEMENT & Pl INTERSECTIONS AS DETAILED - #4 BARS AT 18" C TO C.- - TANGENT SECTIONS TYPICALOINT & REINFORCEMENT NFORCEMENT LAYOUT d : SEAL Wl XPANSION JOINT MATERSMOOTH DOWEL BAR FOR CONCRETE TE PAVEMENT 3/4" 0 X 18" 12" D.C. 1/4"R1] 3/4" (COATED W/HEAVY GREASE) 5-1/2" 3/4" -T 7/8', IT, CLNDER BLOCK--` _ _ FILTER . r AcR7C .... '. {..- , G1 70 .LOVE • _ r ar .. ,p ORA., RR F7 cJ R.. 1. ., '��•-:..,.. � .. i 5.'VJD BAG-_:. ....:.;¢ . _ �,,., . , ,-r., .•. *,> c ..•.. r tit . :-:• -'... _ _� n)• .. .. J FILTER 1 M 4. `^ter ..a,, _ FA�RtC •r. �` � HAY N Y t. ✓b .i, ; \• a [� .'. %'•I7' t 4r ' r r t Y • yr ` _ .• .: 3 . s•' S ws � r. OCC 51Z_ I .. �: ... ....... ._... 7 e ,ry + tAit 70 N'.1t2 ._ a .. ., � .•. � .. .r .:.: '' V- WcTk. 7� •( f S ' 7 16wnTA)W NOT _ AS -EVD. 0 ELPOR0.1 LE ICES-AROUL ..,TORN DRAINS :.RE.___EO T. D£TtyN AND/CR F�'ER �EJd._NT•LAOLN RUNOFF � 'HE PROTf_.ION AIt.OS:i n - S .>< 7 a SEDINttT TO SETTLE lU� ) )SEEN. R.,L INTO ST A F III F OR .A �N � _ , AH - SACS A le = - 7447. AND MU - . T •r R S D 6 CS SH LL 6E U R -SIS M t0 S NOT OEGvaDE DUE O.a ttOSPHE IC , .,. . CO.DIT,ONa. SAND BAGS SENaL_ BE RCPL rED UPON: SIGN OF 7FRIORA1ON. - STORM DRAIN INLET PROTECTION _..- SW1PP1-00 ..-•^'"""-�-�MINIL1UiJ :121 SHALL BE FU ­_.r E. WIDTH OF S'TER CNT AttC� .. WIRY BALES ARE USED T8 OCTAIW a.NC; pR r'L,T4R fizC•IMCNT-LApE=J YU'NOE -r T , r0. K k- 5r --ILC P ! F fc PKG CCY ...ACED S SCDI LNT.T,7 5. LC k14R TDISCHARGE 0..aTOORnIJ INLET OR Bd51R. R Y rt � .,..•:=r ( !fC E- .ASt+IAN DL4E49T 3` -T�D eE -• •-•-,:� --'' •s•--VARt } , ::,,•i .r 1 (I U 5 u AMCTE R _ ! C r 5 0 IQ AQ CEL7A X.,.E FABRIC ) ". .r 1 N1 __:'_ ; • .f-:: •�..:..5-. ..,. WITI SAkiE .JOU„RE ...- _...,,..••,: 'c... .. 1� A -• X rte.. � s rY r S R_O'.Y. O Gtai.'."ANN. �.;.•-�,;i+' _::EXIS111C STREET - w T bAY G,. E 0 C • FIN, 3R S V! �ACC, I ! t . T , 0 h E As N ON~ .5 A - E RG At NT F.1 -• .:...;� ,/.'iirrt / ,r •'� ;,ti As T' PREVt'N7 f/ r. ;�• Nl wtio OHI,, . :/!/; �l'l/• fr'I'. 'eoT X;ILE '-COIR 7kAf.nt 1Frftr.f%/1;f"�'\ rAGRIC: ADJACENT PUDLIC STtE(TS, EROSION _CO�TROLIIONCDI's:SI: RAD EF��Tt- _ S1I�-f�1 CONSTRUCTION EXIT SILr�C COI'��iI�OL %TP v-••-^- 301K.N7 CONTR)C,< FArohil. FASTxNFJ) SFi:URF1 Y TO ')-PrYST & WIRE VESH : :r@'7A7:.yT•POST :. r' 5" OF Finn fnFA IC Tt C> TENb AS HF,TJ, C MA14TAIN. + TO :T H +hD BE ANCHOIED NE'� �L.,Nd"t,+T `. -5'4CCD WAPART WITH C Lf=ACTED. &a t rN.! ._-..._,.,_....._ _..,_._..._.�!'A..._ A„(OW 2.5' TU 5' A, TCC OF W ,r 7 F A. J i l (L ARF MS VthT i_' kXl�'irr: Vll.i Irl .•N AIfl) (N,._ 5 C IVCs �L ENLE U O( r t SLUPE rCR),Iv(E T 7tJ rALEs - tiA`R:'HEEN F7:NiE•: Hl' CFi':STRth:7hiN STNA't 3 '^-C •A A7' E L TEL" LCED IN A2ZAS Of ` 1 ACC(YtitxlTE,k10N rENCE HLCCK SpLk7F.0 T)H ^")i0MJ CICU AND WAiERED u\Tl_ WA%AQf FLOP. , : R ONI` XOPE CO;JTOIIi:.. - ; CRG,ITH IS F.cTAFM,LS'"FD. ill f4 `: L?.CPEO RR50.S hHESC cR SS j r -r r FI nW IS PRE,C.tT, DLOCW SOCr WALL DE T?EOLIRELI.: EAFtF.D An'EnS A t JF ! •.l rb r Nt.TIIi L t�R:•tYYn 1Dv-SHAt:I f.)F a''Ffff \MT f .. t^. t 1-ry,.M„G •..,_,. DGR ,,DDDEO tik LE N. At DAY.. Of r II dG ( R %0I V li� ® ® r'! /6m I \ V ` 6: E"1 16d V J °.SLq'ri.;:t. t'Itdirli SHAL, COMPLY W11;1 I P '" i L AS ,tJ.l Et•VF A ' FU 5bi,:H AI•RJ D+ .IAF C_4R R )I 'A+ AVr SHF h IF LICII R 'LC VE V U At,Ti 7 . Ti..' i' CTI AL EY N1_ I.AT aG.,F}CA'•TT L GCe 7RAaT5 YJ "P 'THAT ' ADJOIN7NC "ECE.TFN:,1: ROUTES. I WAR NIIG SLA ACF. SHAL P --DARK RFD IN '.CA •JR - •s 1" RA PPS COF ^t CURB R kPSJ^T H FLARED SIDES 5HAHAvE ,T E.,c. T A 7i^ EONC SEGSIERT i AT A' ' • ♦ R eTCURD ! I CD EACH JC= MATHE RKED „CURB D.>SL C, P ACtHY sl4 TFIPT THE 2r., .13Cg5 SIOPF t..T TO FnCF.ED _� R.ti. , 21 O; B= LESS THA• VON ANY + PGRTICN Or RAMP OF t+r J J I =rs• I. Lr/r�crti Cts C G IT PROPER7YLI'7f - t � / :�-'--,-- �/� Y%N?'ES (TYP' e`I" Jj f �Y A TL 1 rf ATHE i }� %r. l - l..:. 6' IMF WNX i � 04a( OF c s -' ETcI_TA LE W�ARNC:G SttRFAC= T COMME RCIAL 6! SIDE WALK AMBIJLA'�'t3RT b RAMP AT STREET INTERSECTION SW��ffi .•4-- .'- .ham_:......•,•- r• . ,. ., a .. .: APPROVED EROSION GINTRO_ tAtA.lRES t.US.T LL MWtaAAllt,D DURING, THE ZNTIRE '!',C` TI AT EARTI, IIA -3 BEEN ONTO DY W- ' T„ .CNSTRUCTICN:tNDS:^AIL:TAYR(OLACEl�t7RAL`CCPTAEd...0 o _ _ P i.ATiV GROWT14 f" r tr i .�C1C C tp70 t _ E.JTABL.,tEG :F TER G£N•!S•. �. n,V T ,,.TI, is CCHPLEIr AM THEN RCMOVCD DY CC,14TRACTOR. . SILT rg EN '�, �+'�? i y . ALT. ERO.SM CONTROLk'VA' J -XS -oHGUL HL CL_` Pm+; Z't SILT ' N NCE ASSEMBLY SILT WIER EVERY R:J'v REINFORCED CONCRETE PIPE RCP CLASS ill ASTM -C 76 GASKETED PIPE.. . . 1 .HIGH DENSITY` POLYETHYLENE sCORRUGATED PIPE W SMOOTH WALL INTER flR . ADS N 12 WT WATER. TIGHT) .. .. .... _ . ___ 1 CONCRETE FOR STRUCTURES INLETS, :.CATCH BASINS, JUNCTIONS,' EC . `MIN 4000 PSI 28 DAY STRENGTH a Tt.. ( �.. NDTt= - 2. TRENCH BACKFILL SHALL BE COMPACTED TO AT LEAST 98% STA ARD D-898 UNDER AREAS TO BE THIS °, NET TAKE Rata, AC1CL+•:T A(s : r ( ) � DQE^ _ s PAVED OR AT THE CONTRACTORS OPTION CEMENT STABILIZED"SAND'BACKFILL MAY BE USED. ALL RE 7JRoH NT> - LSE,ci^ MAY HI RtLHJu(Fr• ,. , - OTHER AREAS SHALL BE COMPACTED TO AT LEAST 95% STANDARD (ASTM: D-698): TESTS ARE TO BE {ri)Ti47E OF 7fNE GPEWAL,K. ' CONDUCTED EVERY 200 FOR EVERY 24 OF THICKNESS. BACKFILL MATERIAL TO BE PLACED IN 6F�, LIFTS. \ 3. ALL STORM SEWER FLOWLINES (IN &OUT) ARE CALCULATED TO THE CENTER OF THE INLET BOX. .�, _ , � •� , �, CONTRACTOR SHALL` ADJUST FLOWLINES TO MATCH THE FACE OF THE INLET BOX. r � _ 4. 'CONTRACTOR IS TO USE SILT ::FENCING AROUND INLET AND JUNCTION BOXES AND GRAVEL .FILLED •r �' k� ;; � _ \; \ ' . -V PERMEABLE BAGS AROUND INLET BOXES(AS NESSECCARY) , TO PREVENT :"iSEDIMENT :FROM ENTERING +Sjtr ; ... ..rq?i t a .. _ , : ..--,';� :• .,ca♦ r.` ;�._'EF' TAS STORM SEWER `SYSTEM. PRIOR TO ACCEPTANCE OF PROJECT FOR 'SUBSTANTIAL:`COMPLETIONSTANDAMS. CONTRACTOR' IS TO CLEAN ALL STORM SEWER FACILITIESOF 5, ALL STORM SEWER PiPE BACKFILL SHALL BE STRUCTURAL COMPACTED TO 98% STD. (ASTM D-698): o IN ACCORDANCE WITH ;B/CS STANDARDS. ;CONTRACTOR MAY USE CEMENT STABILIZED SAND FOR ENTIRE SIDEWALK SLOPE REQUIREMENTS TRENCH DEPTH. a _ TYPE "0" JOINT NON -EXTRUDING FILLE 3/4--1°• 1-1/2 i. 57[,EWAL7: PL4CEMENT SHALL BE I 3 t 3" WIT( METAL � CAP INSIDE DIAMETER 70 3" LONG 0 PLASTIC R LAS BE. I t v11tpmm i :RF;d r �.f E Y f 1J.14. RA'J='• � �J v i "+1 F 2 SLOFE ra:x. 1/16" GREATER THAN -DIAMETER OF DOWEL BAR- CAP MUST BE LONG ENOUGH TO COVER 2" OF DOWEL AND HAVE STOP SO END METAL KEY WAY PLATE 1 OF CAP 15- I" FROM END OF BAR. - W n Tr TYPE G m TYPE '•G' JOINT AT ALL rri a ' •e - . EXPANSION & CONSTRUCTION JOINT RADIUS POINTS AND > W - W NOTE: MAX. DISTANCE OF co I - 3OO' ON TANGENTS EXPANSION JOINTS AS SHOWN AND A7 W Z 3/8"R 1/8 -TO 3115" - VARIES EACH RADIUS POINT, CURB EXPANSION - BACK OF CURB TO BE SPACED AT 60' INTERVALS L ALL RADIUS POINTS, P.C.-S, P.T.-S. & OPPOSITE P.I.-S, - & ON ALL HORIZONTAL & VERTICAL CURVES : TYPE "B" JOINT JOINTS SHALL BE A7 6WCENTERS. CURB - CONTROL JOINTS SHALL BE AT TV CENTERS: °'•' - 6- MIN. T°TYPE IT, CLNDER BLOCK--` _ _ FILTER . r AcR7C .... '. {..- , G1 70 .LOVE • _ r ar .. ,p ORA., RR F7 cJ R.. 1. ., '��•-:..,.. � .. i 5.'VJD BAG-_:. ....:.;¢ . _ �,,., . , ,-r., .•. *,> c ..•.. r tit . :-:• -'... _ _� n)• .. .. J FILTER 1 M 4. `^ter ..a,, _ FA�RtC •r. �` � HAY N Y t. ✓b .i, ; \• a [� .'. %'•I7' t 4r ' r r t Y • yr ` _ .• .: 3 . s•' S ws � r. OCC 51Z_ I .. �: ... ....... ._... 7 e ,ry + tAit 70 N'.1t2 ._ a .. ., � .•. � .. .r .:.: '' V- WcTk. 7� •( f S ' 7 16wnTA)W NOT _ AS -EVD. 0 ELPOR0.1 LE ICES-AROUL ..,TORN DRAINS :.RE.___EO T. D£TtyN AND/CR F�'ER �EJd._NT•LAOLN RUNOFF � 'HE PROTf_.ION AIt.OS:i n - S .>< 7 a SEDINttT TO SETTLE lU� ) )SEEN. R.,L INTO ST A F III F OR .A �N � _ , AH - SACS A le = - 7447. AND MU - . T •r R S D 6 CS SH LL 6E U R -SIS M t0 S NOT OEGvaDE DUE O.a ttOSPHE IC , .,. . CO.DIT,ONa. SAND BAGS SENaL_ BE RCPL rED UPON: SIGN OF 7FRIORA1ON. - STORM DRAIN INLET PROTECTION _..- SW1PP1-00 ..-•^'"""-�-�MINIL1UiJ :121 SHALL BE FU ­_.r E. WIDTH OF S'TER CNT AttC� .. WIRY BALES ARE USED T8 OCTAIW a.NC; pR r'L,T4R fizC•IMCNT-LApE=J YU'NOE -r T , r0. K k- 5r --ILC P ! F fc PKG CCY ...ACED S SCDI LNT.T,7 5. LC k14R TDISCHARGE 0..aTOORnIJ INLET OR Bd51R. R Y rt � .,..•:=r ( !fC E- .ASt+IAN DL4E49T 3` -T�D eE -• •-•-,:� --'' •s•--VARt } , ::,,•i .r 1 (I U 5 u AMCTE R _ ! C r 5 0 IQ AQ CEL7A X.,.E FABRIC ) ". .r 1 N1 __:'_ ; • .f-:: •�..:..5-. ..,. WITI SAkiE .JOU„RE ...- _...,,..••,: 'c... .. 1� A -• X rte.. � s rY r S R_O'.Y. O Gtai.'."ANN. �.;.•-�,;i+' _::EXIS111C STREET - w T bAY G,. E 0 C • FIN, 3R S V! �ACC, I ! t . T , 0 h E As N ON~ .5 A - E RG At NT F.1 -• .:...;� ,/.'iirrt / ,r •'� ;,ti As T' PREVt'N7 f/ r. ;�• Nl wtio OHI,, . :/!/; �l'l/• fr'I'. 'eoT X;ILE '-COIR 7kAf.nt 1Frftr.f%/1;f"�'\ rAGRIC: ADJACENT PUDLIC STtE(TS, EROSION _CO�TROLIIONCDI's:SI: RAD EF��Tt- _ S1I�-f�1 CONSTRUCTION EXIT SILr�C COI'��iI�OL %TP v-••-^- 301K.N7 CONTR)C,< FArohil. FASTxNFJ) SFi:URF1 Y TO ')-PrYST & WIRE VESH : :r@'7A7:.yT•POST :. r' 5" OF Finn fnFA IC Tt C> TENb AS HF,TJ, C MA14TAIN. + TO :T H +hD BE ANCHOIED NE'� �L.,Nd"t,+T `. -5'4CCD WAPART WITH C Lf=ACTED. &a t rN.! ._-..._,.,_....._ _..,_._..._.�!'A..._ A„(OW 2.5' TU 5' A, TCC OF W ,r 7 F A. J i l (L ARF MS VthT i_' kXl�'irr: Vll.i Irl .•N AIfl) (N,._ 5 C IVCs �L ENLE U O( r t SLUPE rCR),Iv(E T 7tJ rALEs - tiA`R:'HEEN F7:NiE•: Hl' CFi':STRth:7hiN STNA't 3 '^-C •A A7' E L TEL" LCED IN A2ZAS Of ` 1 ACC(YtitxlTE,k10N rENCE HLCCK SpLk7F.0 T)H ^")i0MJ CICU AND WAiERED u\Tl_ WA%AQf FLOP. , : R ONI` XOPE CO;JTOIIi:.. - ; CRG,ITH IS F.cTAFM,LS'"FD. ill f4 `: L?.CPEO RR50.S hHESC cR SS j r -r r FI nW IS PRE,C.tT, DLOCW SOCr WALL DE T?EOLIRELI.: EAFtF.D An'EnS A t JF ! •.l rb r Nt.TIIi L t�R:•tYYn 1Dv-SHAt:I f.)F a''Ffff \MT f .. t^. t 1-ry,.M„G •..,_,. DGR ,,DDDEO tik LE N. At DAY.. Of r II dG ( R %0I V li� ® ® r'! /6m I \ V ` 6: E"1 16d V J °.SLq'ri.;:t. t'Itdirli SHAL, COMPLY W11;1 I P '" i L AS ,tJ.l Et•VF A ' FU 5bi,:H AI•RJ D+ .IAF C_4R R )I 'A+ AVr SHF h IF LICII R 'LC VE V U At,Ti 7 . Ti..' i' CTI AL EY N1_ I.AT aG.,F}CA'•TT L GCe 7RAaT5 YJ "P 'THAT ' ADJOIN7NC "ECE.TFN:,1: ROUTES. I WAR NIIG SLA ACF. SHAL P --DARK RFD IN '.CA •JR - •s 1" RA PPS COF ^t CURB R kPSJ^T H FLARED SIDES 5HAHAvE ,T E.,c. T A 7i^ EONC SEGSIERT i AT A' ' • ♦ R eTCURD ! I CD EACH JC= MATHE RKED „CURB D.>SL C, P ACtHY sl4 TFIPT THE 2r., .13Cg5 SIOPF t..T TO FnCF.ED _� R.ti. , 21 O; B= LESS THA• VON ANY + PGRTICN Or RAMP OF t+r J J I =rs• I. Lr/r�crti Cts C G IT PROPER7YLI'7f - t � / :�-'--,-- �/� Y%N?'ES (TYP' e`I" Jj f �Y A TL 1 rf ATHE i }� %r. l - l..:. 6' IMF WNX i � 04a( OF c s -' ETcI_TA LE W�ARNC:G SttRFAC= T COMME RCIAL 6! SIDE WALK AMBIJLA'�'t3RT b RAMP AT STREET INTERSECTION SW��ffi .•4-- .'- .ham_:......•,•- r• . ,. ., a .. .: APPROVED EROSION GINTRO_ tAtA.lRES t.US.T LL MWtaAAllt,D DURING, THE ZNTIRE '!',C` TI AT EARTI, IIA -3 BEEN ONTO DY W- ' T„ .CNSTRUCTICN:tNDS:^AIL:TAYR(OLACEl�t7RAL`CCPTAEd...0 o _ _ P i.ATiV GROWT14 f" r tr i .�C1C C tp70 t _ E.JTABL.,tEG :F TER G£N•!S•. �. n,V T ,,.TI, is CCHPLEIr AM THEN RCMOVCD DY CC,14TRACTOR. . SILT rg EN '�, �+'�? i y . ALT. ERO.SM CONTROLk'VA' J -XS -oHGUL HL CL_` Pm+; Z't SILT ' N NCE ASSEMBLY SILT WIER EVERY R:J'v REINFORCED CONCRETE PIPE RCP CLASS ill ASTM -C 76 GASKETED PIPE.. . . 1 .HIGH DENSITY` POLYETHYLENE sCORRUGATED PIPE W SMOOTH WALL INTER flR . ADS N 12 WT WATER. TIGHT) .. .. .... _ . ___ 1 CONCRETE FOR STRUCTURES INLETS, :.CATCH BASINS, JUNCTIONS,' EC . `MIN 4000 PSI 28 DAY STRENGTH a Tt.. ( �.. NDTt= - 2. TRENCH BACKFILL SHALL BE COMPACTED TO AT LEAST 98% STA ARD D-898 UNDER AREAS TO BE THIS °, NET TAKE Rata, AC1CL+•:T A(s : r ( ) � DQE^ _ s PAVED OR AT THE CONTRACTORS OPTION CEMENT STABILIZED"SAND'BACKFILL MAY BE USED. ALL RE 7JRoH NT> - LSE,ci^ MAY HI RtLHJu(Fr• ,. , - OTHER AREAS SHALL BE COMPACTED TO AT LEAST 95% STANDARD (ASTM: D-698): TESTS ARE TO BE {ri)Ti47E OF 7fNE GPEWAL,K. ' CONDUCTED EVERY 200 FOR EVERY 24 OF THICKNESS. BACKFILL MATERIAL TO BE PLACED IN 6F�, LIFTS. \ 3. ALL STORM SEWER FLOWLINES (IN &OUT) ARE CALCULATED TO THE CENTER OF THE INLET BOX. .�, _ , � •� , �, CONTRACTOR SHALL` ADJUST FLOWLINES TO MATCH THE FACE OF THE INLET BOX. r � _ 4. 'CONTRACTOR IS TO USE SILT ::FENCING AROUND INLET AND JUNCTION BOXES AND GRAVEL .FILLED •r �' k� ;; � _ \; \ ' . -V PERMEABLE BAGS AROUND INLET BOXES(AS NESSECCARY) , TO PREVENT :"iSEDIMENT :FROM ENTERING +Sjtr ; ... ..rq?i t a .. _ , : ..--,';� :• .,ca♦ r.` ;�._'EF' TAS STORM SEWER `SYSTEM. PRIOR TO ACCEPTANCE OF PROJECT FOR 'SUBSTANTIAL:`COMPLETIONSTANDAMS. CONTRACTOR' IS TO CLEAN ALL STORM SEWER FACILITIESOF 5, ALL STORM SEWER PiPE BACKFILL SHALL BE STRUCTURAL COMPACTED TO 98% STD. (ASTM D-698): o IN ACCORDANCE WITH ;B/CS STANDARDS. ;CONTRACTOR MAY USE CEMENT STABILIZED SAND FOR ENTIRE SIDEWALK SLOPE REQUIREMENTS TRENCH DEPTH. a _ TYPE "0" JOINT - ,RDS_a xOFt t•r] TC Wiz,=CC: 2ZL Ctk E LESb fli.' V •.dl . -- N ANY ?D : -16\ GF RAMP OR TR,V . JGTKXi TO STR_CT ., LONGITUDINAL JT. a 90" i. 57[,EWAL7: PL4CEMENT SHALL BE I ( TO CHORD OF RADIUS. (TYP.) WIT( (�CV I t v11tpmm i :RF;d r �.f E Y f 1J.14. RA'J='• � �J v i "+1 F 2 SLOFE ra:x. (V f 1 lP S i' .I I , I. +• � a a t - i'DG'tlE BAR t i � - L t/2 `DIA.:, 'E'". WITH n• . si TC047ED V/./HEaVY TY W CD co - m TYPE '•G' JOINT AT ALL rri a ' •e - . SAWED- OR FORMED. SEAL RADIUS POINTS AND > W - W WITH JOINT MATERIAL. MAX. DISTANCE OF co I SEALING NOT REO'D IN CURBS 3OO' ON TANGENTS •�� W Z 3/8"R 1/8 -TO 3115" - GENERAL NOM: . \IF3/4" - BACK OF CURB ALL AREAS WHERE EXISTING NG VECEiA I N AND COVER SUEOIH W HAVE BEEN BARED BY CONSTRUCTION SHALL BE aDEOUATCLYY °'•' - 6- MIN. T°TYPE - JOINT BLOCK SODDED OR HYDROMULCHED AND WATERED UNTIL GROWTH I5 ESTABLISHED. N DEVELOPED AREAS WHERE GRASS ', t�•(). Y G "B" TYPE "G" FUTURE 15 P RESENT BLOCK SOUWILL R OARED. BARED AREAS 5 9.EXGT7NC TYPE JOINT JOINT A7 EXTCNSIDN OR AT PROP. SHALt BE SEEDED OR SODDED 14 CALENDAR 0A/5 OF - sa BARS. i8 O.C.E.y. YORK [TYP.) LAST DISTURBANCE - - DV2=ET'.2 Tf, BAP, CIF `-r A'i: HAVE itcp APPROVED EROSION CONTROL L(EASURES MUST BE INSTALLED ii /1 TYPE SIDEWALK EXPANSE DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY CONSTRUCTION AND SHALLSTAY IN PLACE UNTIL ACCEPTABLE ON TYPICAL JOINT LAYOUT AT L VEGETATIVE GROWTH 15 ESTABLISHED AFTER CONSTRUCTION 15 ONTRACTION ill COMPLETE AND THEN REMOVED BY CONTRACTOR. JOINT d CONCRETE E IN-+• ERSECTION R : A ALL OSIO CONTROL 11II7ULD VERSE JOINTS SHALL BE SPACED 15'CENTER TO CENTER - ��+ EROSION MEASURES TIE G.EANEUOF E SILT AFTER EVERY RAIN. A71md IT, CLNDER BLOCK--` _ _ FILTER . r AcR7C .... '. {..- , G1 70 .LOVE • _ r ar .. ,p ORA., RR F7 cJ R.. 1. ., '��•-:..,.. � .. i 5.'VJD BAG-_:. ....:.;¢ . _ �,,., . , ,-r., .•. *,> c ..•.. r tit . :-:• -'... _ _� n)• .. .. J FILTER 1 M 4. `^ter ..a,, _ FA�RtC •r. �` � HAY N Y t. ✓b .i, ; \• a [� .'. %'•I7' t 4r ' r r t Y • yr ` _ .• .: 3 . s•' S ws � r. OCC 51Z_ I .. �: ... ....... ._... 7 e ,ry + tAit 70 N'.1t2 ._ a .. ., � .•. � .. .r .:.: '' V- WcTk. 7� •( f S ' 7 16wnTA)W NOT _ AS -EVD. 0 ELPOR0.1 LE ICES-AROUL ..,TORN DRAINS :.RE.___EO T. D£TtyN AND/CR F�'ER �EJd._NT•LAOLN RUNOFF � 'HE PROTf_.ION AIt.OS:i n - S .>< 7 a SEDINttT TO SETTLE lU� ) )SEEN. R.,L INTO ST A F III F OR .A �N � _ , AH - SACS A le = - 7447. AND MU - . T •r R S D 6 CS SH LL 6E U R -SIS M t0 S NOT OEGvaDE DUE O.a ttOSPHE IC , .,. . CO.DIT,ONa. SAND BAGS SENaL_ BE RCPL rED UPON: SIGN OF 7FRIORA1ON. - STORM DRAIN INLET PROTECTION _..- SW1PP1-00 ..-•^'"""-�-�MINIL1UiJ :121 SHALL BE FU ­_.r E. WIDTH OF S'TER CNT AttC� .. WIRY BALES ARE USED T8 OCTAIW a.NC; pR r'L,T4R fizC•IMCNT-LApE=J YU'NOE -r T , r0. K k- 5r --ILC P ! F fc PKG CCY ...ACED S SCDI LNT.T,7 5. LC k14R TDISCHARGE 0..aTOORnIJ INLET OR Bd51R. R Y rt � .,..•:=r ( !fC E- .ASt+IAN DL4E49T 3` -T�D eE -• •-•-,:� --'' •s•--VARt } , ::,,•i .r 1 (I U 5 u AMCTE R _ ! C r 5 0 IQ AQ CEL7A X.,.E FABRIC ) ". .r 1 N1 __:'_ ; • .f-:: •�..:..5-. ..,. WITI SAkiE .JOU„RE ...- _...,,..••,: 'c... .. 1� A -• X rte.. � s rY r S R_O'.Y. O Gtai.'."ANN. �.;.•-�,;i+' _::EXIS111C STREET - w T bAY G,. E 0 C • FIN, 3R S V! �ACC, I ! t . T , 0 h E As N ON~ .5 A - E RG At NT F.1 -• .:...;� ,/.'iirrt / ,r •'� ;,ti As T' PREVt'N7 f/ r. ;�• Nl wtio OHI,, . :/!/; �l'l/• fr'I'. 'eoT X;ILE '-COIR 7kAf.nt 1Frftr.f%/1;f"�'\ rAGRIC: ADJACENT PUDLIC STtE(TS, EROSION _CO�TROLIIONCDI's:SI: RAD EF��Tt- _ S1I�-f�1 CONSTRUCTION EXIT SILr�C COI'��iI�OL %TP v-••-^- 301K.N7 CONTR)C,< FArohil. FASTxNFJ) SFi:URF1 Y TO ')-PrYST & WIRE VESH : :r@'7A7:.yT•POST :. r' 5" OF Finn fnFA IC Tt C> TENb AS HF,TJ, C MA14TAIN. + TO :T H +hD BE ANCHOIED NE'� �L.,Nd"t,+T `. -5'4CCD WAPART WITH C Lf=ACTED. &a t rN.! ._-..._,.,_....._ _..,_._..._.�!'A..._ A„(OW 2.5' TU 5' A, TCC OF W ,r 7 F A. J i l (L ARF MS VthT i_' kXl�'irr: Vll.i Irl .•N AIfl) (N,._ 5 C IVCs �L ENLE U O( r t SLUPE rCR),Iv(E T 7tJ rALEs - tiA`R:'HEEN F7:NiE•: Hl' CFi':STRth:7hiN STNA't 3 '^-C •A A7' E L TEL" LCED IN A2ZAS Of ` 1 ACC(YtitxlTE,k10N rENCE HLCCK SpLk7F.0 T)H ^")i0MJ CICU AND WAiERED u\Tl_ WA%AQf FLOP. , : R ONI` XOPE CO;JTOIIi:.. - ; CRG,ITH IS F.cTAFM,LS'"FD. ill f4 `: L?.CPEO RR50.S hHESC cR SS j r -r r FI nW IS PRE,C.tT, DLOCW SOCr WALL DE T?EOLIRELI.: EAFtF.D An'EnS A t JF ! •.l rb r Nt.TIIi L t�R:•tYYn 1Dv-SHAt:I f.)F a''Ffff \MT f .. t^. t 1-ry,.M„G •..,_,. DGR ,,DDDEO tik LE N. At DAY.. Of r II dG ( R %0I V li� ® ® r'! /6m I \ V ` 6: E"1 16d V J °.SLq'ri.;:t. t'Itdirli SHAL, COMPLY W11;1 I P '" i L AS ,tJ.l Et•VF A ' FU 5bi,:H AI•RJ D+ .IAF C_4R R )I 'A+ AVr SHF h IF LICII R 'LC VE V U At,Ti 7 . Ti..' i' CTI AL EY N1_ I.AT aG.,F}CA'•TT L GCe 7RAaT5 YJ "P 'THAT ' ADJOIN7NC "ECE.TFN:,1: ROUTES. I WAR NIIG SLA ACF. SHAL P --DARK RFD IN '.CA •JR - •s 1" RA PPS COF ^t CURB R kPSJ^T H FLARED SIDES 5HAHAvE ,T E.,c. T A 7i^ EONC SEGSIERT i AT A' ' • ♦ R eTCURD ! I CD EACH JC= MATHE RKED „CURB D.>SL C, P ACtHY sl4 TFIPT THE 2r., .13Cg5 SIOPF t..T TO FnCF.ED _� R.ti. , 21 O; B= LESS THA• VON ANY + PGRTICN Or RAMP OF t+r J J I =rs• I. Lr/r�crti Cts C G IT PROPER7YLI'7f - t � / :�-'--,-- �/� Y%N?'ES (TYP' e`I" Jj f �Y A TL 1 rf ATHE i }� %r. l - l..:. 6' IMF WNX i � 04a( OF c s -' ETcI_TA LE W�ARNC:G SttRFAC= T COMME RCIAL 6! SIDE WALK AMBIJLA'�'t3RT b RAMP AT STREET INTERSECTION SW��ffi .•4-- .'- .ham_:......•,•- r• . ,. ., a .. .: APPROVED EROSION GINTRO_ tAtA.lRES t.US.T LL MWtaAAllt,D DURING, THE ZNTIRE '!',C` TI AT EARTI, IIA -3 BEEN ONTO DY W- ' T„ .CNSTRUCTICN:tNDS:^AIL:TAYR(OLACEl�t7RAL`CCPTAEd...0 o _ _ P i.ATiV GROWT14 f" r tr i .�C1C C tp70 t _ E.JTABL.,tEG :F TER G£N•!S•. �. n,V T ,,.TI, is CCHPLEIr AM THEN RCMOVCD DY CC,14TRACTOR. . SILT rg EN '�, �+'�? i y . ALT. ERO.SM CONTROLk'VA' J -XS -oHGUL HL CL_` Pm+; Z't SILT ' N NCE ASSEMBLY SILT WIER EVERY R:J'v REINFORCED CONCRETE PIPE RCP CLASS ill ASTM -C 76 GASKETED PIPE.. . . 1 .HIGH DENSITY` POLYETHYLENE sCORRUGATED PIPE W SMOOTH WALL INTER flR . ADS N 12 WT WATER. TIGHT) .. .. .... _ . ___ 1 CONCRETE FOR STRUCTURES INLETS, :.CATCH BASINS, JUNCTIONS,' EC . `MIN 4000 PSI 28 DAY STRENGTH a Tt.. ( �.. NDTt= - 2. TRENCH BACKFILL SHALL BE COMPACTED TO AT LEAST 98% STA ARD D-898 UNDER AREAS TO BE THIS °, NET TAKE Rata, AC1CL+•:T A(s : r ( ) � DQE^ _ s PAVED OR AT THE CONTRACTORS OPTION CEMENT STABILIZED"SAND'BACKFILL MAY BE USED. ALL RE 7JRoH NT> - LSE,ci^ MAY HI RtLHJu(Fr• ,. , - OTHER AREAS SHALL BE COMPACTED TO AT LEAST 95% STANDARD (ASTM: D-698): TESTS ARE TO BE {ri)Ti47E OF 7fNE GPEWAL,K. ' CONDUCTED EVERY 200 FOR EVERY 24 OF THICKNESS. BACKFILL MATERIAL TO BE PLACED IN 6F�, LIFTS. \ 3. ALL STORM SEWER FLOWLINES (IN &OUT) ARE CALCULATED TO THE CENTER OF THE INLET BOX. .�, _ , � •� , �, CONTRACTOR SHALL` ADJUST FLOWLINES TO MATCH THE FACE OF THE INLET BOX. r � _ 4. 'CONTRACTOR IS TO USE SILT ::FENCING AROUND INLET AND JUNCTION BOXES AND GRAVEL .FILLED •r �' k� ;; � _ \; \ ' . -V PERMEABLE BAGS AROUND INLET BOXES(AS NESSECCARY) , TO PREVENT :"iSEDIMENT :FROM ENTERING +Sjtr ; ... ..rq?i t a .. _ , : ..--,';� :• .,ca♦ r.` ;�._'EF' TAS STORM SEWER `SYSTEM. PRIOR TO ACCEPTANCE OF PROJECT FOR 'SUBSTANTIAL:`COMPLETIONSTANDAMS. CONTRACTOR' IS TO CLEAN ALL STORM SEWER FACILITIESOF 5, ALL STORM SEWER PiPE BACKFILL SHALL BE STRUCTURAL COMPACTED TO 98% STD. (ASTM D-698): o IN ACCORDANCE WITH ;B/CS STANDARDS. ;CONTRACTOR MAY USE CEMENT STABILIZED SAND FOR ENTIRE SIDEWALK SLOPE REQUIREMENTS TRENCH DEPTH. a RYYTFS--- - ,RDS_a xOFt t•r] TC Wiz,=CC: 2ZL Ctk E LESb fli.' V •.dl . -- N ANY ?D : -16\ GF RAMP OR TR,V . JGTKXi TO STR_CT - Lir: 1 CURfi... ATe•� L'E'ST COM -AIN A O:TECTABI F VJ N, .. C.tl\S1STS pF.. RAJSED THIJNC,71 D061ES CAt,('i Yr! i. 57[,EWAL7: PL4CEMENT SHALL BE I ROPERTY UNE - ! /J l WIT( (�CV I t v11tpmm i :RF;d r �.f E Y f 1J.14. RA'J='• � �J v i "+1 F 2 SLOFE ra:x. (V f ICT L lP S i' .I I , I. +• � a a t - i'DG'tlE BAR t i � - L t/2 `DIA.:, 'E'". WITH n• . si TC047ED V/./HEaVY CZ' W CD co - u� rri a ' •e - . ' r, E W - W z W F` co I � St7ULA RY FbAL r i"t-`klVJEP OL -P..0 1 T W Z Q Q T.ON T -_ST n N LT4f£ 0 0 (S-ALOA5C) Altai SHALL BC 0-4% w._T or Ttt`=T:MU,1. LriSTt&ZE COv'ENT I 1j 441 ;-&A jyrLL hL h _;. of F', -PET ia':_ LENG.h wUC',kX S 4-02 v c . CORNER ZADIUS. -• SUEOIH W Q - 114.. F, _ RYYTFS--- - ,RDS_a xOFt t•r] TC Wiz,=CC: 2ZL Ctk E LESb fli.' V •.dl . -- N ANY ?D : -16\ GF RAMP OR TR,V . JGTKXi TO STR_CT - Lir: 1 CURfi... ATe•� L'E'ST COM -AIN A O:TECTABI F VJ N, .. C.tl\S1STS pF.. RAJSED THIJNC,71 D061ES CAt,('i Yr! i. 57[,EWAL7: PL4CEMENT SHALL BE I ROPERTY UNE - ! /J l WIT( - $ .�E1YAi�ri I t v11tpmm i :RF;d r �.f E Y f 1J.14. RA'J='• � �J v i "+1 F 2 SLOFE ra:x. TO � TC f ICT L lP S i' .I I , I. +• � a a t - i'DG'tlE BAR t i � - L t/2 `DIA.:, 'E'". WITH n• . si TC047ED V/./HEaVY KY' MAX. CLARE a. SHADED AREA'a ON :HEETS 3 PIZ 4 wCAIL H . APFRDX-M.A1C LOraT:ON -O:Y T' -C -0°TECABL.= V;,,! _IE ST:RUC7 t AIDO 3-Lut ' rri a ' •e - . ' r, E n mF_,N'�' _�•t'�, 475_'� SIDEIVALK �.. -- - - 4 PECESTR)„N ACCESS ROUTE ENTERS ST I��Fc -�� N. c;VPN3.7'''CN Cr.WPACTEG SIJ-.?. 6 � St7ULA RY FbAL r i"t-`klVJEP OL -P..0 1 T E.,T INTERSECTION � & DRIVES S T.ON T -_ST n N LT4f£ .LS C618 dT ':' (S-ALOA5C) Altai SHALL BC 0-4% w._T or Ttt`=T:MU,1. LriSTt&ZE COv'ENT I 1j 441 ;-&A jyrLL hL h _;. of F', -PET ia':_ LENG.h wUC',kX S 4-02 RYYTFS--- PEDESTRIAN FACILITIES - - Lir: 1 CURfi... ATe•� L'E'ST COM -AIN A O:TECTABI F VJ N, .. C.tl\S1STS pF.. RAJSED THIJNC,71 D061ES CAt,('i Yr! i. 57[,EWAL7: PL4CEMENT SHALL BE I ACCOPDA`7C' WIT( !tC '-IN61CD DESIGN GUIOELNES. 0 Flt, t^• IT _ `fes:' L .t :DF.ti-u^ f T•I ::N k � C CC` -RACTiON JOSVTS L, 111 SLUNES AHE NJYIW('JM ALLOWAgLF fHF.. 17AST POSIUITL= SCO('= THAT WILL 71[.L PRAY. PRCPEPLY 5'-'CAI15 BE LIFTED. nO.,.S- CUP,B RAVP LENGTH O.T GRADE ti AffSPP H SDEW-LKS AS MC.^T_D. .._. ..:. ., ...... __ ... .. ..,.. :. ._.-. ... .... ._.._..,...-,.. ...__ .. AWANGS SH:2L BE j%$'X 5'11t•IIL•UM 74TH A MAXIMJM ',i 5)OPF IN ANY J�CT.Y)N. RANEUVERNG SFACE AT THE ?OTTOM OF ClAic R4VS SHA _L BE A L:n�Ikta.: OF TO � TC ED 7 >r.:c a :. - P • t x - E NTEF.I'rrL.. E ., .,IQY JOINT= s: 6G' CIC„ 3. LTO'"FL IN :•Illi ':F TO ANY CONI.. KY' MAX. CLARE a. SHADED AREA'a ON :HEETS 3 PIZ 4 wCAIL H . APFRDX-M.A1C LOraT:ON -O:Y T' -C -0°TECABL.= V;,,! _IE ST:RUC7 t AIDO NT TO •'.E'WALK (OPIVEWAY, Pd.ET BOX. -ZU!ZP..AJl1CTMN dux. ETC-) rri a ' •e - . ' r, ° a' E CURB- RATA'S WITH SETI.rN£D C:.fwS NAY GC US CD a\.Y OHMS PEDES -PJ d8S WOULD. NOT ND�/,A LY WALK ACROSS T11C .SPH.=, _cTTINL'R 'EECAUSE THE AD,.ACERT suizrkE t5 PLANTING OR. OTHER NON-OALK.NZ 5URFNCF OR P•FCAtr.'•.E THE $DE - APK'OXn, IS bUB :STih_LY Ue3lRUCftL DTH 9N6E. P30Vi')F F: ARES: SIDES. �.. -- - - 4 PECESTR)„N ACCESS ROUTE ENTERS ST I��Fc -�� N. c;VPN3.7'''CN Cr.WPACTEG SIJ-.?. 6 IE M.4 11Rl.•.. OL -P..0 27 10 A OEtsS:TY AT LEAS- O$/ UvAY w4 DRY D£NZaT !S DETERa9NED BY P;OC'OE CMIPJ, -. r ru�:i.A',ilf LE:;n i•:UL�,1r3N '1,F, i T.ON T -_ST n N LT4f£ .LS C618 dT ':' (S-ALOA5C) Altai SHALL BC 0-4% w._T or Ttt`=T:MU,1. LriSTt&ZE COv'ENT I 1j 441 ;-&A jyrLL hL h _;. of F', -PET ia':_ LENG.h wUC',kX SEAL BdH EY.PAINSIDN J(;Y1'T iTATFRIR, v c . CORNER ZADIUS. -• SUEOIH ,=1 IGA PL �, - 114.. F, _ �/ ;f'<' tY Y. ) IA, -ED W11; ', t�•(). Y G ... AEE+ r- 9.EXGT7NC :WRI•,%GS AK Y T REUMLE.I.CURd IVMPS 5HA. L BE A'.ICKFI) 'WITH THEW TlCk CRO,3SWAYKS.0R AS DWI:" V LAY iHL EYC;i :EEP.. FEATLR'J;S H 'AS ilr•Y P,_kA)t7 NN PLar_E _llErr ?rLAT COL'3+LY WIT -. _S OTHEFiWISIZ StIOWN ON THE PLAHS. �o- (T YPccl) i I tQ1-EX RJDIHC FIT.( FR .:' LONG )!EARL 03 PLASLC CAP. IN�U. r + c ',•5^ _t=ATF< DAF. OIALI, TF OF :'107 LON4, E'.Otp_:h TO COVER 2" OF 70'71 :ND Of Ci' IS r FF:OV EN_ CAF 811T. DV2=ET'.2 Tf, BAP, CIF `-r A'i: HAVE itcp Bf r ST nE SO, 3EE NOTE # , W 1 •3 BARS S 12' OCF.v7 �� `-_Ib-UA1" C(Nt(SiE:E •4 BAzS b I8` ': C'.E . :T't4 itGTH- 3000 pro (a- THICK 14n) S=E FIN1571 N00F SIDEWALK EXPANSE ON CUR'? RAMP Nin LANDINGS FPOM .ADJACENT SIUCWALK AND MY OTICR :ELEME1,175 WITH PREMOLD OR BOARD JOINT OF _Z/4" UNLZSS OTI!C7 ASL OPICTC'J BY THE C1469CE,1 4' CONCRETE SIDEWALK 8c CONgR.LTGrYON ill )INT T hn �T TYPICAL PLA.CL+'MEavy OLDIE ��E. aL�BI.�°, I. FLt.K: CUP'_ SH/•LL NO; tXCLE'J TOI WEASURED ALONG CURB L.NE. WARNING SURFACE ON SLOPING RAMP RUN -TV" V ARES ; . _. y�'•, I14' FIIRN•SH DETECTAgLZ AAFNN= -:.VER;JNrTSMUTING ALL. RF:OLI<EM_NTS 7F ASTM C-936, -33- LAY k7 A TWO BY T:JO w 4 ra ;_= Ni3TE 4 UNIT BASKI,I Pl£ ;VE PAT TERN OR AS OIRFCTE'. LAY FuLL-SLZC LIJf•5 FRS7 FOLLOWED BY CLOSUrZ UNrS COtMS71N^ CA AT LZAST 25 Pr CEN.T OF A FULL UNIT. CUT .. c `J DF'-FC.TAPo v V,fNl9Nt: NAVEH lI`TI 5 USING A POY.'_R 54:Y. CY C O - it - ,r - f • randst ,a i� 4 I.?ETECTABLE WARNEVG PAVE, R � -t-- - � jf -+ y' - 5 FLJsrt P ,: w A A, v 'n SLOPE\ f : �.�. :]_.+ ., f N averlW.h aver •ne eurtace v.' -Else � (iy(+. -3'P s 0 12 W OR '= •? 98 DA7 C'OFi/ F1° f j-NO.3 REBAR AROUND PAVCR INSET f DET'CAABLE yJARTS.CG PAYEE, K'•:'i EA XP..t75 CN JOINT TTRUTTICATED DOfdE SURFACE � (C l JJ r' } + f (-t" `UCARR OLD IAL_ COfN<':A:.! TO UDE FI P=EE' i rP'Lk: AP[,E SF'ECIFII;AT[ONS .TYP> .. ! � 7 ( f COKT%tC� JO:lt? ?E,••USS-RE ((( of - !4•i 1 1 (TYPICsI.) 4'RA•AP :YIOTH ( YP:C: i roti �•, r� (`Y-1 4t : T UNCATED D014fE P/; CURB RAMP RN. 5" No. 3 A)e'! G .i: .V3" atAx,: O'•-CE::YEf: BOTH WAYS , LASS ',pPA CONE ETECtF CAT�(L CONFORM It YJ R 7 .E 0� TMCIAL "BUI AT ORY RAMP Wl FIAREDDETECTABLE WART IN�s PAVE; SW2.021 C 1 N_) SEMONAA, FSW2-013 SFF =INISH N:,T� _ i� a ) 5 CO-NCRETE SIDEWALK WAC, I � • 1 IrE•'TO ilk"-�.. SF:N 'A E�.P.Nvc� 6'-0•'---.•.--v.v':IEs---•, JOU; r 1 EP,I:y. !SEN t � 4 j .. � 27 AA .xNOTF 4 11. r SEE ttOTNOTE:?, W ^r r17T '- 28 -QTY CONCRETE rT'� y�r SIDEY ALK CC♦1`i d RA :, . TlJ4V INV771 •' TARS 0 12'` O.C,E.w. OR= '.1n.ga7Hs 3090 P=i SEE FIl[IS(i NOTE - W CONCRETE SIDEWALK C IVC ETE SIDEWALK SWI -02 : z 00 d r . , 0, 0 9722 CL e ._ GEX_R.AL NOTES FOR -Jt+E':TRICE uAKIN xz PEDESTRIAN FACILITIES - - Lir: 1 CURfi... ATe•� L'E'ST COM -AIN A O:TECTABI F VJ N, .. C.tl\S1STS pF.. RAJSED THIJNC,71 D061ES CAt,('i Yr! ; SURFACE KTTI I SCC .! ,�.. TA. GENERA_ NOTES - / �.2)Y Of, ]HE IEXAS /+r'C�55&+¢.� Y STANDARDS f LkiDING SUP.FNhYJy7 '�OtNIKAST vri..ALLY WITH AOJ It,. a INCCUC % 5{k FLARES. FURNISH DAR(: BROWN r1 _:_. ... ...�.,,. 7x. .. .�1i _.--_.A t-: s,.ris `- ... .. .. .....: ___. ._. .,. -... .. _ ,.. ., _..-_-..T. �t_FLAG.-n�l(s.w_,.L^,p.;_''tIs: BS: .1.1r.;,etrT..T,C},t.•}, 1 iJocEo�a rv1A,I"''_.. ,OY(.RF7F, ITNT FS SPFC.IF SPO. FI`ZWFTE-E IN _ a jao a0vvc cA ;TND LSUaL r .o nn �anor•p: N a a.aaona as ( 2 DETCCTAtILE TYARM4Is oU�"ACfb VUSi Act SLI FI KOOco NOT ALLOW WATCR' TO ACCUMULATE, - _.. y'1 3) `=£ RF ARE RED - [',:•.: ..... L NE. QST ANT A 1 I 2 3 111 SLUNES AHE NJYIW('JM ALLOWAgLF fHF.. 17AST POSIUITL= SCO('= THAT WILL 71[.L PRAY. PRCPEPLY 5'-'CAI15 BE LIFTED. nO.,.S- CUP,B RAVP LENGTH O.T GRADE ti AffSPP H SDEW-LKS AS MC.^T_D. .._. ..:. ., ...... __ ... .. ..,.. :. ._.-. ... .... ._.._..,...-,.. ...__ .. AWANGS SH:2L BE j%$'X 5'11t•IIL•UM 74TH A MAXIMJM ',i 5)OPF IN ANY J�CT.Y)N. RANEUVERNG SFACE AT THE ?OTTOM OF ClAic R4VS SHA _L BE A L:n�Ikta.: OF -=oa.a - 3. ALIGN TMAICATEC DOLES N THE 00ECT(ON OF Ill 71RAVEL WHEN ENTER)KS TEE SIRE=T ^ -ESIRI=N N'Y. 4' WHOLLY -;OT,!'AVNEO YnTINN THE. CRG-,5''WA1_K AIYJ YJ-CLLY CUTS(DF THE PARALLEL ZI;C.:LAR TRAVEL F'AIH. - KY' MAX. CLARE a. SHADED AREA'a ON :HEETS 3 PIZ 4 wCAIL H . APFRDX-M.A1C LOraT:ON -O:Y T' -C -0°TECABL.= V;,,! NG 4'. MAYMA! tILG ABLE CROSS STOP= ON SWVJNK AN'J C':IRS RAMP "i 2!. - . .. SURFACE FOR EACH CURB RAaUr TYPE. f .. V ICAL PLACEMENT OF D�,r'�'R9rABU WA N1NG � 5. DFTFC-TAR[ /;Rr J•; Std M;ES ti! -ALL ct A Ivi' SURFACE ON LAnINGAT STREET' EDGE DEPT; IN THE {J:frLU")N Ur FtU:SlR7.5W I.iAv IL FULL t'+IDTI4 OF `- ^ CURER Rx4F GM _.•!RING %-: .9t OF �2=� ' 0 E:tTEtiO E THE ° a' E CURB- RATA'S WITH SETI.rN£D C:.fwS NAY GC US CD a\.Y OHMS PEDES -PJ d8S WOULD. NOT ND�/,A LY WALK ACROSS T11C .SPH.=, _cTTINL'R 'EECAUSE THE AD,.ACERT suizrkE t5 PLANTING OR. OTHER NON-OALK.NZ 5URFNCF OR P•FCAtr.'•.E THE $DE - APK'OXn, IS bUB :STih_LY Ue3lRUCftL DTH 9N6E. P30Vi')F F: ARES: SIDES. �.. -- - - 4 PECESTR)„N ACCESS ROUTE ENTERS ST I��Fc -�� 6 A07FTlCJxAt 6vFOkMAT10N ON CURB ::ALIO t0C-.TION. DE 3+]Y. LIGHT i_t.ECT-vE v?LUE 6..DETECa ANLL WA;C\"G 'S.Cir A( 5 SHALL SZ Ltk'47 - EDGE TZ -AR ->T :.''NRB LINE r3 i,mmWRd Cf <: LtAXIL'(RA .Cr °.G" FROM TI -E ExTi:tNS10N OF TIE F,' : S;) TKN PNU A E 0= CURB. :' V =-XTURE MAY BE .FOUND N TW C:.'RR_NT. CDCOR JF THC T;X:$ ACCE5SIDILITT '51.-RDARDS ('ASI AYO 16 ;AC rD6.102. Tl(E c DE'=CTA€I-2 WARMNC SURFACES MAY BE CURv L_:: THE 770 SERVE AS A PEDE'STR[AY iif:..G=. !NFA. IP'.L• MEM NN SHOLN.D SEE = W74 -<UR' v c . CORNER ZADIUS. -• 'OE Z 11,'OE. !kV..ANS SHOLA.O RF DFSI J?FO TO PROV'DE SEC rS518LE DASSA'iE ' ondlna ;7. T,,M-, M'+INTNKS A LIST ;)" U'Jh-FIEU OL I E.CPBLU o MATE:ZALS. f-vetuttui* -(6.9 surface WAP.I.l)t: 8 OV_R OR THROIJI. ; 'HELI. .CROSSWALK C9M_"4Sr_NS. CROSSNVA.K IJAF4S NGS MV STOP BAR _,OhCAT'iONS SFALL BE AS SHOWN EL'aE'A'HERE IN TFti PLM.. AT INTERSEC71CN3 WHF.Rr CROSSYJPIK '\{ ,Dcrmc :o -jpP ,7,lelio ... : - pedes:rial trove:) Max told thuei r. ..... 1 :_ W. o -o Gan i G 7Zt/AbbG 'r1T SldeflCre --r o.ntsac 9.EXGT7NC :WRI•,%GS AK Y T REUMLE.I.CURd IVMPS 5HA. L BE A'.ICKFI) 'WITH THEW TlCk CRO,3SWAYKS.0R AS DWI:" V LAY iHL EYC;i :EEP.. FEATLR'J;S H 'AS ilr•Y P,_kA)t7 NN PLar_E _llErr ?rLAT COL'3+LY WIT -. _S OTHEFiWISIZ StIOWN ON THE PLAHS. �o- (T YPccl) i I hdHORAJ_5 aFE NOT Fi0[F.'_0 ON CURB PAUFS Pk0vGk. CU:2J R.,11APs sYa.,:?F:4'F ON e&;:;ciSTULE F:OU1L CROSSES (PENETRATES) A CURS.- ' - - _..,... ......_ 1 . 11T riga carr - 11I:_,FPARATF CUR'? RAMP Nin LANDINGS FPOM .ADJACENT SIUCWALK AND MY OTICR :ELEME1,175 WITH PREMOLD OR BOARD JOINT OF _Z/4" UNLZSS OTI!C7 ASL OPICTC'J BY THE C1469CE,1 1 P?.OvEE A ENTOTP-TRANSITION WFIFF'F T -F CU?P, RAMPS CON`IECI tO ]HE StHtEF T hn �T TYPICAL PLA.CL+'MEavy OLDIE ��E. aL�BI.�°, I. FLt.K: CUP'_ SH/•LL NO; tXCLE'J TOI WEASURED ALONG CURB L.NE. WARNING SURFACE ON SLOPING RAMP RUN CFNFRA1' HOTFc tPA7Ft::T . _. y�'•, I14' FIIRN•SH DETECTAgLZ AAFNN= -:.VER;JNrTSMUTING ALL. RF:OLI<EM_NTS 7F ASTM C-936, -33- LAY k7 A TWO BY T:JO ---L• 5'x 5• 2;a ✓ �- C '�A' ' c UNIT BASKI,I Pl£ ;VE PAT TERN OR AS OIRFCTE'. LAY FuLL-SLZC LIJf•5 FRS7 FOLLOWED BY CLOSUrZ UNrS COtMS71N^ CA AT LZAST 25 Pr CEN.T OF A FULL UNIT. CUT .. c `J DF'-FC.TAPo v V,fNl9Nt: NAVEH lI`TI 5 USING A POY.'_R 54:Y. CY C O - it - ,r - f • randst ,a i� 4 I.?ETECTABLE WARNEVG PAVE, R � -t-- - � jf -+ y' - 5 FLJsrt P ,: w A A, v 'n SLOPE\ f : �.�. :]_.+ ., f N averlW.h aver •ne eurtace v.' -Else � (iy(+. Were 711 j-NO.3 REBAR AROUND PAVCR INSET f DET'CAABLE yJARTS.CG PAYEE, K'•:'i EA XP..t75 CN JOINT TTRUTTICATED DOfdE SURFACE � (C l JJ r' } + f (-t" `UCARR OLD IAL_ COfN<':A:.! TO UDE FI P=EE' i rP'Lk: AP[,E SF'ECIFII;AT[ONS .TYP> .. ! � 7 ( f COKT%tC� JO:lt? ?E,••USS-RE ((( of - !4•i 1 1 (TYPICsI.) 4'RA•AP :YIOTH ( YP:C: i roti �•, r� (`Y-1 4t : T UNCATED D014fE P/; CURB RAMP RN. 5" No. 3 A)e'! G .i: .V3" atAx,: O'•-CE::YEf: BOTH WAYS , LASS ',pPA CONE ETECtF CAT�(L CONFORM TMCIAL "BUI AT ORY RAMP Wl FIAREDDETECTABLE WART IN�s PAVE; SW2.021 C - N_) SEMONAA, FSW2-013 713.228.1700 www.tippsarchitecture.com 1004 Prairie, Suite 290 • Houston, Texas 77002 EVERGREEN DESIGN GROUP Landscape Designers & Consultants Dallas (972) 940-9277 Houston (713) 943-6144 San Antonio (210)402-7399 i 519 IH -30, Ste 123 Rockwall, TX 75087 www.evcrgrcendesigngroup.net Project: DWS Development, Inc. Ridgeway Townhouses at Crescent Pointe 6 Unit Combination 1-I Crescent Pointe Parkway College Station, TX 77845 PH: (979) 229-5118 NO. SUBMISSION/REVISION .,_ DATE - 01 Site'Plan Submittal 12.15.08 02 City Staff Review Comments #1 1.21:09 Seal: Federal copyright protection extending to derkaltve plans is 01 20' 40' 1180' applicable to intentional and unintentional infringements and provides lir specific statutory danutges both civil and mmmie _M1 criminal. Unauthorized reproduction in any form is stricll} Scale 1 ' 40 prohibited and forbiddeu. Uopy right t; 2008 Drawing Title Overall Landscape Plan Project Status: City Submittal Issue Date: 11/21/08 Drawn By: Checked By: LML RM Project Number. 080409CP Scale: Drawing Number. LPI ' GENERAL PLANTING NO ES' 1. THE GENERAL CONTRACTOR IS Il ESPON IBL FOR REMOVING ALL EXISTING VEGETATION AND LEA\ ING 'A AS AT J L TWO INCHES BELOW FINAL GRAE E. THE -AN DSCAPE CONTRACTOR WILL PROVIDE AND SPREAD A C( MPACT D TWO INCH DEPTH OF A F INGING THESE AREAS TO LOAMY TOPSOIL TO ALL TURF AS�- B TOP OF CURB /FINAL GRADE (qC \APACT ED). THE LANDSCAPE CONTRACTOR WILL PROVIDE AND INSTA IL A FOUR INCH DEPTH OF ------- 41 FOREST FLOOR MULCH TO ALL !P ANTING BEDS - CROWNING FOR PROPER DRAINAGE. (SEE SPECII ICATIO IS FOR MORE DETAILED f INSTRUCTION ON TURF AREA AN PLAW-ING BED PREPARATION). 2. INSTALL A 5 OUNCE, WOVEN, NE DLE -PUNCHED POLYPROPYLENE FABRIC UNDER ALL MULCHED AF AS - TO INCLUDE INDIVIDUAL TREE z it RINGS. 3. A TWO INCH DEPTH OF SHREDbE: D HARCWOD MULCH WILL BE PROPOSED, USED AS A TOPIDRESSING FORAI L PLAN­INC- BEDS AND A THREE Ai NUMENT SIGN (SIZE jrff INCH DEPTH FOR ALL TREE RING ASALLGkVED BY CODE) 4. INSTALL 14G, GREEN STEEL EDG NG B -1 N E N ALL PLANTING BEDS AND TURF AREAS. ALSO INSTAL, STEEL EDGING BETWEEN ASIAN MbJASMINE AND OTHER PLANT MATR ALS. Mb SIGN Z NU SETBACXJ4_0'FROM 5. LANDSCAPE CONTRACTOR SHAL.MAKE OW PLANT QUANTITY R.O.W.) I TAKE -OFFS USING DRAWINGS, SI ECIFICATIO NS, AND PLANT IRE IENIFS (I.E. SP DICTATE, UNLESS OTHERWISE DI RECTED BY HE LANDSCAPE -Z- SCHEDULE. PLANT SCHEDULE R ACING) f -- 4 DESIGNER. LANDSCAPE CONTk1 CTOR I'D V RIFY BED MEASUREMENTS AND INSTALL Al PROPF, 1ATE I QUANTITIES AS J'p - GOVERNED BY THE PLANT SPAQG PER THE SCHEDULE. ENSURE THE P::RM TTING AUTHORITY ARE ALL MINIMIUM REQUIREMENTS C, MET I.E. MINIMUM PLANT QUANT TIES 6. NO SUBSTITUTIONS OF PLANT Mi TERIALS WILL BE ALLOWED. IF -K; PLANTS ARE NOT AVAILABLE, TH LAND E APE CONTRACTOR SHALL NOTIFY THE LANDSCAPE DESIGN -:R IN WRITING (VIA PROPER V VED OR f CHANNELS). PLANTS MAY BE IN' ECTE AND APPRO REJECTED ON THE JOBSITE BY11T iE OWN ER OR OWNER'S POREPRESENTATIVE.. 7. LANDSCAPE CONTRACTOR IS RE: 3PONS113LE FOR THE LANDSCAPE _ �;�_ .. --__ P MAINTENANCE OF THIS PROJECT FOR 90 DAYS BEYOND FINAL ' ACCEPTANCE OF LANDSCAPING. LAN )S AP MAINTENANCE TO 'S TC MOW T JRF AREAS, WEED ALL INCLUDE WEEKLY SITE VISIT MULCHED AREAS, PRUNE SHR E: 3 AND ( ROUNDCOVERS, TREAT -O, FOR INSECTS AND DISEASES, AN MONI R/DJUST THE IRRIGATION SYSTEM. 8. SHOULD AREAS NOT BE COVERE: BY A AUTOMATIC IRRIGATION RAC' -I DR 1,5 SPONSIBLE FOR SYSTEWLANIDSCAPE CONT WATERING THESE AREAS AND OI TAININ,",,,,A FULL STAND OF GRASS AT NO ADDITIONAL COST TO THE OWNEF. TO ACHIEVE ACCEPTANCE, 20 HESE A FULL STAND OF GRASS MUST 1: EACH P MINIMUM HEIGHT OF 1 1/2 11 ABFM INCHES AND THERE SHALL BE N(* BARE) REAS LARGER THAN 7 CAAC TWELVE SQUARE INCHES. HER REQUIR 9. SEE SPECIFICATIONS AND DETAI SFOR UR EMENTS. 01. 3 JUSPW. 5-ABFM TRANSFORMER 14 HESE SCREENED WITH 4' 11 ABF ABIF HIGH WOOD FENCE IUSP WOOD FENCE 0 MATCH REAR Y RD FENCES TO MATCH REAR 14 AB a FM,/ IRRIGATION CONCEPT YARD FENCES o POOL EQUIP ENT AND OPERATIONAL BY THE TIME 1. AN AUTOMATIC IRRIGATION SYSTEM SHALL E INST7ALL= -(T)JUSP V• OF FINAL INSPECTION. THE ENTIRE IRRIGAT DN SYSTE A SHALL BE INSTALLED BY A "ABFM LICENSED AND QUALIFIED IRRIGATION CON CTOR. % 10'P.U.E. E ON :1OTAP 2. THE IRRIGATION SYSTEM WILL OPERAT LE AT R AND THE SYSTEM WILL HAVE APPROPRIATiFbACKFLOW PREVENTION D z' PE, IST LEJT!,O PREVENT CONTAMINATION SHADE OF THE POTABLE SOURCE. STRUCTURE -T ODDED AND SEE UWBV 13 HESSE 3. ALL NON' URF PLANTED AREAS SHALL BE� Ei 1P IRRIGATED. DED AREAS SHALL BE IRRIGATED WITH SPRAY OR ROTO I HEADS AT 100 % HEAD-TO-HEAD COVERAGE. 5 CAACC V 4 CAA 'HARACTI RISTI --S SHALL BE PLACED ON A .. .. ..... . 10 HESE 4. ALL PLANTS SHARING SIMILAR HYDROZOI\ E UWB VALVE DEDICATED TO PROVIDE THE NEC E S: ARY WAT R REDUIREMENTS SPECIFIC TO 4 CAAC\/ THAT HYDROZONE. USP JUSPJ POOL FENCE JUW&,/ %1' ­.. ; r L TO THE MAXIMUM EXTENT USP\1/ 5. THE IRRIGATION SYSTEM SHALL BE DESI D AND IN rALC I UWB,/ HE F6LL( VVINC- DEVICES AND SYSTEMS: RAMPS WITH HANDRAILS (AS NEEDED) UWB USP POSSIBLE, TO CONSERVE WATER BY USI G 13 JUSPq 10 HESE MATCHED PRECIPITATION RATE TECHNOL )( Y ON ROI )R AND SPRAY HEADS (WHEREVER -PRG RAM,CO% UTE IZED IRRIGATION 31CAAC`-/POSSIBLE), RAIN SENSORS, AND MULTI 4 CAAC CONTROLLERS FEATURING SENSORY INPUT APABILII ES.. SPA 4�­ , 20'P.U.E. POOLP.A. 0 I AT WATER WALLS - W U B• ,/ 00 U, 12 ABFM.,/ V //—�--SHA DE STRUCTU RE PA Sp CITY SITE PLAN NOTES' 16NAGSRETAINI NIG WALL (2.5'MAX 11 HES • 1. ALL ROOF AND GROUND -MOUNTED MECHAP CAL EQU F SHALL BE SCREENED FROM VIEW OR ISOLATED SO AS NOT TO BE VISI 3L FROM A iLIC RIGHT-OF-WAY OR JBJECT L ASURED FROM A POINT FIVE RESIDENTIAL DISTRICT WITHIN 150'OF THE', L BE CO 20 HESE Li "\7 FEET ABOVE GRADE. SUCH SCREENING Sfi�� L BE CO TED WITH THE BUILDING ARCHITECTURE AND SCALE TO MA TA FIEDA EAR NCE. 7T A I ki­­ -1 1 I �ATIVE PAI 'ING DECORATIVE ROCK, OR A LOT ISLAfS DS #LES AND DRAINAGE AREAS, AND AD T PROPERTY DISTURBED REgSURE VACUUM BREAKER, A A OUBLE-CHECK BACK FLOW INSTALLATION AS PER I I NOTE LID ROOF STRUCTURES. NOTE: SEES I ET L 13 FOR PLANT LE GEND AND PO CALCULATIONS E - S +2-1 +,S+ 15 + 114141 -V -7 7-0-11 --20+14-1 + 1 C 0 (B 713.228.1700 www.tippsarchitecturexorr 1004 Prairie, Suite 290 -Houston, Texas 77C EVERGREEN DESIGN GROUP Landscape Designers & Consultants Dallas (972) 980-9277 Houston (713) 983-6144 San Antonio (210) 402-7399 519 IH -30, Ste 123 Rockwall, TX 75087 www.evergreendesi,-n(�t�roup.net F I UIL:L?- DWS Development, Inc. Ridgeway Townhouses at Crescent Pointe 6 Unit Combination I -I Crescent Pointe Parkway College Station, TX 77845 -,PH:_ (979) 229-5118 NO. SUBMISSION/REVISION DATE 01 Site Plan Submittal Ills., 02 City Staff Review Comments# 1 1.21.0 N to i- 7 3 f-,34-5 -I- z Seal: ACTS ­ 9r,f144-1. � -to E�- C&A-6 - 4 S - Federal copyright protection extending to derivative plana applicable to intentional and unintentional infringements provides for specific statutory damages both civil and criminal. Unauthorized reproduction in any form is strict prohibited and forbidden. Copyright ,0 2008 Drawing Tide: Landscape Plan Common Area #9 + Project Status: City Submitt Issue Date: /2111 Drawn By. Checked By. LML RM Project Number. 080409C Scale: Drawing Number: 1-7 } { PLANTING LEGENDa SYMBOL BOTANIC NAME TREES, COMMON AREA KOPA Koelreuteria paniculata COMMON NAME Goldenrain Tree �I I QUANTITY REMARKS 12 t i , } { PLANTING LEGENDa SYMBOL BOTANIC NAME TREES, COMMON AREA KOPA Koelreuteria paniculata COMMON NAME Goldenrain Tree SIZE 2.5" cal., 8' high min. SPACING Per plan { PLANTING LEGENDa SYMBOL BOTANIC NAME TREES, COMMON AREA KOPA Koelreuteria paniculata COMMON NAME Goldenrain Tree SIZE 2.5" cal., 8' high min. SPACING Per plan QUANTITY REMARKS 12 ' 713.228.1700 www.tippsarchitecture.com 1004 Prairie, Suite 290 -Houston, Texas 77002 OCINCH -TIES (24" BOX TREES AND SNI LLER) OR LATU Lagerstroemia x faurei 'Tuscarora' Tuscarora Crape Myrtle 1.5" cal., 6'-8' high Per plan SHRUBS ABFM Abelia x grandiflora 'Francis Mason' Francis Mason Abelia 5 gallon l 36" o.c. 2 Standard form 159- f RAPS AT TREE AND STAKE (36" BOX TREE AND LARGER). JUSP Juniperus chinensis'Spartan' Spartan Juniper 5 gallon 48" D.C. ------- 84 - _ __ I 1--- -- JUWB Juniperus chinensis'Wichita Blue'" Wichita Blue Juniper - - _ _- - - - -- -- -------- _ 5 gallon ---- 48" o.c. -------- --- 31 ---------- _ _ _-- - -- ---- NAGS Nandina domestica' Gulf Stream' Gulf Stream Heaven) Bamboo 5 gallon ' Y 9 r 24" o.c. PERENNIALS AND ORNAMENTAL GRASSES , ACMO Achillea''Moonshine' Moonshine Yarrow 1, gallon 12" o.c. 55 120 . INT Project DWS Development, Inc. UNDISTURBED SOIL. CAAC Calamagrostis x acutiflora 'Karl Foerster' Karl Foerster Feather Reed Grass 1 gallon I 30" o.c. 44�_ ITINGjPIT HESE Helictotrichon sempervirens Blue Oat Grass 1 gallon 24" D.C. NOTE: ALL PLANTS TRIANGULAR SPACED, UNLESS OTHERWISE SHOWN ON PLAN_ 190 3 ; ... 18" MIN. INTO UNDISTURBED SOIL:, Crescent Pointe EVERGREEN r DECIDUOUS �1 TREE CANOPY. S OCINCH -TIES (24" BOX TREES AND SNI LLER) OR GAUGE GALVANIZED WIRE WITH NIYII. N TREES f RAPS AT TREE AND STAKE (36" BOX TREE AND LARGER). SECURE TIES OR STRAPS TO TRUMP; JuST ABO ` LOWEST MAJOR BRANCHES. O3 24" X 3/4" P.V.C. MARKERS OVER 2 -_ � Ih S. 2 O GREEN STEEL T -POSTS. EXTEND l 3TS 12 " MI . INT Project DWS Development, Inc. UNDISTURBED SOIL. 2 ;PRESSURE -TREATED WOOD DEAOIVI N, TWO PER TREE (MIN.). BURY OUTSIDE OF PLS! ITINGjPIT D Ridgeway Townhouses at 3 ; ... 18" MIN. INTO UNDISTURBED SOIL:, Crescent Pointe 3 12 6 O ,TRUNK FLARE. / / 5 7 �7 MULCH, TYPE AND DEPTH PER PLAN DO NOT 6 Unit Combination I-1 PLACE MULCH WITHIN 6" OF TRUN 1 8 . Crescent Pointe Parkwa y e FINISH GRADE. I College Station TX 77845 - PLANTING SPECIFICATIONS ' f _ 9 �' g , 9 ROOT BALL. QUALIFICATIONS OF LANDSCAPE CONTRACTOR <SHRU6 AND GROUNDCOVER PLANTINGt )979 PH. 229-5118 BACKFILL. AMEND AND FERTILtZE;C LY A S T THE LANDSCAPING SHALL BE PERFORMED BY A SINGLEIRM SPECIALIZING INLA LANDSCAPE PLANTING. 1. UPON APPROVAL OF THE RADE LEFT B THE GENERAL CONTRACTOR, THE LANDSCAPE WILL ROTOTILL RECOMMENDED IN SOI FERTILITY /, IA YS IS. ' 1 1 i 2 A LIST OFE F Y SUCC SS ULL COMPLETED PROJECTS OF THISPE DREQUESTED TY SIZE AN NATURE MAY BE BY W THE O OWNER THE PROPOSED BED LOCATIONS BEFORE ADDING THE IMP , ( IMPORTED SOIL). A FOUR INCH DEPTH OF THE SPECIFIED 4 f 1 - " _ _ _ .- . ' - _ _ _ _ ' -- O UNDISTURBED _... NAT NATIVE SOIF FOR FURTHER UALIFI ATIONMEASURES. DPLANTPLANTING WILL THE B EVENLY SPREAD OVER THEDESIGNAT D ED AREA THE PLANTING BED WILL THEN BEL. , 1 NO SU, BM SS1N /REVISION DATE :THE LANDSCAPE CONTRACTOR MUST HOLD A VALID AND FLORAL ISSUED BY THE TEXAS `ROTaTILLED AGAIN,INANDA REE ENCEAND STARTER FERTILIZER WILL BE APPLIED DEPARTMENT FAGRICULTURE AS WELLAS OPERATE UND RAC COMMERCIAL PESTICIDE APPLICATOR LICENSE ISSUEDHIGH.EARTHEN WATERING BASI2., THE LANTIN .BED WIL7HENBE HAND RAKED"SMODTH ND CRO _-DR 0f SrtePlPlan 2.15.0 8 BY EITHER THE TEXAS DEPARTMENT F AGRICULTURE THE TEXAS STRUCTURAL PEST CONTROL BOARD. Ot THE TWICE AS WIDE AS THE PLANTS ROOTBALL.. INSTALL7ALLTHE PLANT IN THE HOLEBACKFILL THE 3X ROOTBALL DIA. _ -.-- _ - I ' i 02 CityStaff Review Comments #1 1.21.09 PLANT. ,1 ROLLED -TOP STEEL EDGING PER PLANS. i 4. INSTALL THE WEED BARRIER CLOTH OVERLAPPING IT AT AT THE ENDS. UTILIZE STEEL STAPLES TO KEEP THE WEED ' , i F WORK SCOPE O O BARRIER CLOTH IN PLACE STAKING _EXAM -_P_LES P_ LAN V IW.) 5. A TWO INCH DEPTH OF MULCH WILL THEN BE INSTALLED AS A TOP DRESSING, COVERING THEENTIRE PLANTING AREA, TAPERED STEEL 1. WORK COVERED. BY THESE SECTIONS INCLUDES THE FURNISHING OF ANY PAYING FOR ALL MATERIALS, LABOR, .-""'�- �'-' \ NOTES: SERVICES, EQUIPMENT, LICENSES, TAXES AND ANY OTHER ITEMS THAT ARE NECESSARY FOR THE EXECUTION 3 MULCH, TYPE AND DEPTH PER PLANS. % 1 1. SCARIFY SIDES F PLANTING O LANTI G PIT PRIOR TO S T NG TREE. INSTALLATION AND PL OF A COMPLETION ALL WORK, SPECIFIED HEREIN AND / OR SHOWN ON THE LANDSCAPE PLAN. TURF AREA PREPARATION 2. REMOVE EXCESS SOIL APPLIED ON TOP OF E OOTB' LL .HAT 2. ALL WORK SHALL BE PERFORMED INA ACCORDANCE W W _.-- 4 FINISH GRADE. - .P C E ITH ALL LAWS, CODES AND REGULATIONS REQUIRED BY COVERS THE ROOT FLARE. THE PLANTING HC LC DEPTH SH LLB AUTHORITIES HAVING JURISDICTION OVER SUCH WORK AND PROVIDE ALL INSPECTIONS AND PERMITS REQUIRED BY 1:' THE GENERAL CONTRACTOR WILL LEAVE ALL TURF ARFr45 (EXCLUDING THE DETENTION PONDS) AT TWO(2) 2 INCHES SUCH THAT THE ROOTBALL RESTS ON UNDISTUI BED SOIL, 'ND E .. » r" ED ST D C AU NSUPPLY, F ERAL, ATE AN LOCAL AUTHORITIES 1 TRANSPORTATION AND INSTALLATION OF MATERIALS: ti 'BELOW FINAL GRADE :THE LANDSCAPE CONTRACTOR S l ROOT FLARE IS 3%5" ABOVE FINISH GRADE. C HALL IMPORT AND SPREAD A COMPACTED TWO INCH DEPTH OF NOTES.. ® 4 5 3THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR THE VERIFICATION OF ALL UNDERGROUND UTILITY LINES O LOAMY TOPSOIL ENSURING THE SOIL IS COMPACTED 3. FOR BOX TREES SET TREE IN HOLE BEFORE E 1 V B r1 INSTALL EDGING SO THAT STAKES WILLBE N INSIDE F P NT O IMG O . • ) O O LA IMG BED. (TELEPHONE, GAS WATER ELECTRICAL, ABLE TELEVISION, ... P THE (TE C , C SIO C ) PRIOR E START OF ANY WORK. 2, LANDSCAPE CONTRACTOR WILLENSUREALL AREAS ARE CROWNED FOR PROPER DRAINAGE " •.,.__.� �..-.__,_i` REMOVE SIDES AND BOTTOM AFTER VERIFYING ROPER PLANTING 2) BOTTOM OF EDGING SHALL BE BURIED A MINIMUM OF 1 BELOW FINISH GRADE 3. APPLY THE STARTER FERTILIZER. 3 TOP OF MULCH SHALL BE 1" LOWER THAN TOP OF EDGING.LEVEL } l ---- 4. REMOVE ALL NURSERY STAKES AFTER PLANTIN, _. 7 - PLANT _. PREVAILING » r E (LING REV IL G » �, P MATERIALS P A IN LANT M E IALS 5. FOR TREES OVER 3 CALIPER AND T R R .. ! _'• REES 36 G AND LA E , - t ,, : ! ,. WINDS , , _ N S WIND 5 , SODDING THREE STAKES OR DEADM N ED ENLI E AS APPROPRIA SPAC ( 1. PROVIDE PLANTS TYPICAL OF THEIR SPECIES OR VARIETY, WITH NORMAL, DENSELY DEVELOPED BRANCHES AND AROUND TREE. • I VIGOROUS, FIBROUSROOTSYSTEMS. 1. SOD VARIETY TO BE SPECIFIED THE LANDSCAPESCAPE PLAN. I , - i r 2. PROVIDE ONLY SOUND, HEALTHY, VIGOROUS PLANTS FREE FROM DEFECTS DISFIGURING KNOTS, , SUNSCALD INJURIES 2. -AY SOD WITHIN 24 HOURS FROM THE TIME 1 , OF STRIPPING, DO NOT LAY IF THE GROUND IS FROZEN. TE LED�ING S E TREE PLANTING FROST CRACKS,ABRASIONS OF THE BARK, PLANT DISF�ISE, INSECT EGGS, BORERS AND ALL OTHER FORMS OF 3: LAY THE SOD TO FORM A SOLID MASS WITH TIGHTLY FTITED JOINTS. BUTT ENDS AND SIDES OF SOD STRIPS - DO NOTINFESTATION. SCALE. NOT TO SCALEOVERLAP. STAGGER STRIPS TO OFFSET JOINTS IN ADJACENT COURSES. ..O , 3. ALL PLANTS SHALL BE BALLED AND URLAPPED O TAI W R R CONTAINER GROWN SPECIFIED. NO CONTAINER GROWN STOCK 4, WATER THE SOD THOROUGHLY WITH A FINE SPRAY IMMEDIATELY AFTER PLANTING TO OBTAIN AT LEAST SIX INCHES OF WILL BE ACCEPTED IF IT IS ROOT BOUND. ALL ROOT WRAPPING MATERIAL MADE F 00 G R L O SYNTHETICS SHALL BE REMOVED AT PENETRATION INTO THE SOIL BELOW THE SOD. - TMEOFP NT 4. L PLANTING. S: ROLL THE SOD TO ENSURE G000 CONTACT OF THE SOD's ROOT SYSTEM WITH THE SOIL UNDERNEATH. ! ' ....ALMATERIAL SHALL CONFORM TO THE GUIDELINES ESTABLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMAN. 5. "CRACKED OR MUSHROOMED ROOTBALLS ARE NOT ACCEPTABLE. 6. CALIPER MEASUREMENT FOR STANDARD (SINGLE TRUNK) TREES SHALL BE TAKEN AS FOLLOWS.. SIX INCHES ABOVE THE HYDROMULCHING NATURAL GRADE LINE FOR EE UP T A TREES O NO INCLUDING FOUR INCHES IN CALIPER, AND TWELVE INCHES ABOVE THE NATURALRA IN _ GRADE E FOR TREES EXCEEDING FOUR INCHES IN CALIPER UNLESS SPECIFIED DIFFERENTLY ON THE 1. THE HYDROMULCH Mix PER t 000 SF SHALL BE AS FOLLOWS. ( ) EQUAL LANDSCAPE PLAN, WINTER MIX (OCTOBER 1 MARCH 31) 7. MULTI -TRUNK TREES SHALL BE MEASURED BY THEIR OVERALL PLANTED HEIGHT. 50# CELLULOSE FIBER MULCH 2# UNHULLED BERMUDA SEED � 2# ANNUAL RYE SEED PRODUCTS _ 15# 15-15-15 WATER SOLUBLE FERTILIZER ' Q' • ® ® �, G tv l I 1_ ALL MANUFACTURED PRODUCTS % O UCTS WILL BENEW. SUMMER MIX (APRIL 1 ..SEPTEMBER 30) , • 2. TOPSOIL:. A FRIABLE LOAMY TOPSOIL DR SILTY SAND WITH MINIMAL CLAY CLODS: ' Seal. , ( ) 50# CELLULOSE FIBER MULCH , , 3. PLANTING MIX. AN EQUAL PART MIXTURE OF TOPSOIL SAND AND T / S N N COMPOS 2# HULLED BERMUDA SEED , o ; 4. STARTER FERTILIZER: 1 _ Z A 3-13-13 RATIO WITH 25 /u SCU, 5 h SULFUR, 2 /o IRON AND ADDITIONAL MICRONUTRIENTS. 15# 15 15-15 WATER SOLUBLE FERTILIZER 5 PRE -EMERGENT _ HERBICIDES: A IC S ANY GRANULAR NON -STAINING PRE EMERGENT HERBICIDE THAT IS LABELED FOR THE SPECIFIC ORNAMENTALS OR TURF IT WILL BE UTILIZED ON. APRE-EMERGENT HERBICIDE IS TO BE APPLIED PER THE MANUFACTURER'S LABELED RATES_ CLEAN UP 6. MULCH: AS SPECIFIED ON THE PLANTING PLAN - WELL DECOMPOSED. 7. STEEL EDGING: PROFESSIONAL STEEL EDGING, 14 GAUGE THICK X 4 INCHES WIDE FACTORY PAINTED DARK GREEN. i. DURING LANDSCAPEPREPARATION AN D PLANTING, KEEP ALL PAVEMENT CLEAN AND ALL WORK AREAS IN A NEAT,` ;' ACCEPTABLE MANUFACTURERS INCLUDE COL -MET OR APPROVED EQUAL PLANT CENTER (TYP ORDERLY CONDITION. 8. WEED BARRIER: A 5 OUNCE, WOVEN, NEEDLE -PUNCHED FABRIC. ACCEPTABLE PRODUCT INCLUDES DEW►TT' PR0.5 OR 2. ALL EXCAVATED MATERIALSWILL BE DISPOSED OF LEGALLY O L GALL OFF THE PROJECT SITE. ' APPROVED EQUAL. 9. TREE STAKES. 6 GREEN METAL T POSTS -- : 10. TREE CHAIN: 1" WIDE PLASTIC N LAS C TREE CHAT INSPECTION AND ACCEPTANCE •, derivative I-utcral copyright protection extending Ur dI.CI\atl�l tans is 1 UPON COMPLETION OF THE WORK PROVIDE THE SITE Aapplicableinfringements . - I CLEAN ND FREE OF MATERIALS AND SUITABLE FRO USE AS to mt�nt"nr,d and unintentional and TREE PLANTING INTENDED. rovidcs fors ecific statutory • dama•cs Iwth civil and P p rY b 2 . WHEN THE PLANTING WORK ORK IS COMPLETED, ETED TH - • G O L E OWNER WILL MAKE INSPECTION N S EC O TO DETERMINE ACCEPTABILITY. r criminal. l,nauthonzui reproduction m an (nrm ,s sinal 1 SHRUB: PERENNIAL, OR ORNAMENTAL G A S. 'P Y r 1 TREE HOLES SHALL BE EXCAVATED TO A WIDTH OF TWO TIMES THE WIDTH OF THE ROOTBALL N A T O . AND D TO DEPTH EQUAL 3. WHEN THE INSPECTED PLANTING WORK DOES NOT COMPLY WITH THE CONTRACT DOCUMENTS, REPLACE THE REJECTED 1 prohibited and forbidden. Co n ht c, 20f)R � THE DEPTH OF THE ROOTBALL (LESS TWO INCHES). WORK WITHIN 24 HOURS. MULCH TYPE AND DEPTH PER PLANS. P I E O 2 NDrawingTt e 2: SCARIFY TH O tl . C E SIDES AND BOTTOM _ " O OM OF THE TREE HOLE PRIOR TO THE PLACEMENT OF THE TREE. REMOVE ANY 1 4: LANDSCAPE AI " O GLAZING A MAINTENANCE WILL UNTIL RE INSPECTED BY THE OWNER AND FOUND TO BE ACCEPTABLE, ONCE : MORE THAN 1 OF MULCH WITHIN 6 OF P T 2 Landscape Legend, Details and THAT MAY HAVE BEEN CAUSED DURING THE EXCAVATION OF THE HOLE. ACCEPTABLE, FINAL ACCEPTANCE WILL BE ISSUED, AND THE REQUIRED MAINTENANCE PERIOD WILL COMMENCE. ¢ CENTER. p g 3. INSTALL THE TREE SO THE TOP OF THE ROOTBALL IS ONE TO TWO INCHES ABOVE THE SURROUNDING GRADE Specifications I 4. BACKFILL THE TREE HOLE UTILIZING THE EXISTING TOPSOIL FROM ONSITE. CLAY, ROCKS AND OTHER DEBRIS SHALL BE w 3 3 FINISH GRADE. REMOVED FROM THE SOIL PRIOR TO THE BACKFILL. SHOULD ADDITIONAL SOIL BE REQUIRED TO ACCOMPLISH THIS TASK, LANDSCAPE MAINTENANCE ° IMPORT ADDITIONAL TOPSOIL FROM OFF-SITE, ADD NO ADDITIONAL COST TO THE OWNER. 4 4 ROOT BALL. O 5. .THE TOTAL NUMBER OF TREE STAKES BEYOND THE MINIMUM'S LISTED BELOW) WILL BE LEFT TO THE LA 1:: THE MAINTENANCE PERIOD HA .' ( W) LANDSCAPE O S LL COMMENCE ONCE FINAL ACCEPTANCE HAS BEEN ISSUED BY THE OWNER, AND SHALL CONTRACTOR'S DISCRETION. SHOULD ANY TR FALL ALL OR LEAN IT WILL BE THE RESPONSIBILITY OF THELANDSCAPE CONTINUE FOR A PERIOD OF NINETY 9 Y " NDSC PE (0) DAYS. 5 BACKFILL. AMEND AND FERTILIZE ONLY S E F _, 5 EDGE O PLANTING AREA _ CONTRACTOR H EA _. O O STRAIGHTEN THE TREE OR REPLACE IT SHOULD IT BECOME DAMAGED. TRE A 2. THEMONITORING EST KING WILL CONSISTS ANDSCHEDULING OF THE IRRIGATION SYSTEM WILL BE THE RESPONSIBILITY OF THE LANDSCAPE - j ; . RECOMMENDED IN SOIL FERTILITY ANAL SI . OF, AT A MINIMUM: CONTRACTOR DURING THIS TIME.:COORDINATE ALL SCHEDULING AND ANY ACCESS REQUIREMENTS WITH THE OWNER, NO T TE. ALL PLANTS SHALL BEP T T _ 15 30 GAL TREES (2) STAKES PER. TREE 3. LANDSCAPE MAINTENANCE SHALL INCLUDE, BUT NOT BE LIMITED TO. WEEKLY SITE VISITS FOR 1 EDGING, PLANTED EQUAL TRIANGULAR SPACING 6 O MOWING, G G, 6 UNDISTURBED NATIVE SOIL. EXCEPT WHERE SHOWN PLA A R , 45 - 100 GAL TREES 3 STAKES P ( N NS S INFORMAL GROUPINGS):'.REFER TO O (} S ES ER TREE BLOWING, WEEDING, TRIMMING, WEED CONTROL, INSECT CONTROL, DISEASE CONTROL.. _ _ Project Status. PLANT LEGEND FOR SPACING DISTANCE BETWEEN PLANTS. I MULTI TRUNK TREES NO MINIMUM- RE -STAKING, RE -SETTING OF PLANTS TO THEIR PROPER GRADE T' -`-�:: ---; .- . RA OR HEIR UPRIGHT POSITION, AND ANY OTHER MEANS TO1 3 HIGH EARTHEN WATERING BASIN. 6. UPON COMPLETION OF THE PLANTING, AN EARTH WATERING BASIN WILL BE CONSTRUCTED AROUND THE KEEP THE HEALTHY, FRE 7 TREE. THE A E OF INSECTS AND DISEASES, AND 1N A CONTINUAL THRIVING CONDITION. : l O City Submittal PLANT SPACING AREA PER PLANT 1 X INTERIOR OF THE TREE RING WILL THEN BE COVERED WITH THE WEED BARRIER CLOTH, AND TOPDRESSED WITH A THREE " Issue Dau: INCH LAYER OF MULCH, 6 0.25 SF 2X WARRANTY PERIOD, PLANT GUARANTEE AND REPLACEMENTS 8. 0.45 SF - --- 11/21108 10" 0.69 SF r Drawn B . Checked B By, y t : PLANT MATERIALS SUPPLIED SHALL BE WARRANTIED TO REMAIN ALIVE AND HEALTHY FOR A PERIOD OFTWELVE 12 12 1.00 SF • ( ) 15" 1.56 SF MONTHS AFTER THE DATE OF FINAL ACCEPTANCE BY OWNER- {SEASONAL ANNUALS FOR 90 DAYS FROM FINAL LML RM 18" 2 5 SF ACCEPTANCE}. p r 2 C NCE . LANTSiN ANIMPAIRED, DEAD OR DYING AFTER INITIAL ACCEPTANCE OR WITHIN THE " Protect Number. a 2a 4.00 WARRANTYPERI D S . o sF O HALL BE REMOVED AND REPLACED IMMEDIATELY TO THE SATISFACTION OF THE OWNER. 080409CP RECORD DRAWINGS. ' Scale. T' :.PLAN SPACING R ' SH UB AND PERENNIAL PLANTING ' 1. PROVIDE:A -MIN MUM.OE 2 COPIES OF RECORD DRAWINGS TO THE OWNER UPON COMPLETION WORK:: C I O ETI ARE ORD D : B 'DRAWING IS A RECORD OF ALL CHANGES:THAT OCCURRED IN THE FIELD AND THAT ARE DOCUMENTED THROUGH CHANGE SCALE, NOT TO SCALE, SCALE- NTS IN UG NGE Drawing Number. ORDERS, R RS, ADDENDA, OR CONTRACTOR/CONSULTANT DRAWING MARKUPS. 4, t , LP3 II _ I I K I I I . I 1 � I I . 2 <�) 4- THICK, 5' WIDE REINFORCED CONCRETE SIDEWALK I . I I I I I I �� . I I I I HANDICAP RAMP WITH INTEGRAL COLOR AND DETECTABLE WARNING, PER I I I I I I � , 11 � I � ADA/TAS STANDARDS I I _� I I I I ll(�) I 4" WIDE PARK'ING STRIPE PAINTED WHITE (TYP.) I I I I I I � � w � I I � I I I I I 11 I � I � (�) � � . .1 I I I ' PROPOSED CONCRETE PAVEMENT- PU13LIC INFRASTRUCTURE; SEE CONSTRUCTION PLANS . . . R, I . I . I 1 . I � 6 I I 11 � I I I I (�) . PROPOSED CONCRETE SIDEWALK- PUBLIC INFRASTRUCTURE; SEE CONSTRUCTION PLANS I , I 1 , I z . I I 1� I I � � (j) I � CONCRETE WASHOUT AREA -CONTRACTOR TO REMOVE ALL WASTES. PRIOR I I I I . I . 11 I � TO FINAL GRADING I I I I I . � � � I I � . I I I I I I I I I .1 I I . I . 1, I �g I I � � POOL EQUIPMENT AREA (GATED ACCESS) I I � I � � I I I I � I I 1. I - �5 I I I I MAILBOX LOCATION (2) TYPE 4� CLUSTER MAILBOXES . I I . � I I � I . . I I I I I I 4g � . � I I I COVERED SPA I I I I I I � I � I I . � I I . I �g � I I � I - I I I POOL FENCE (WROUGHT IRON) I I . I � I I I � I I I . I I I Ell . I I I I GRADING & DRAINAGE (REFER TO SHEET C3.1) I I I , , � , I , . � 11 .1 I I � q3� I I I I . I COMMON AREA "B" RETAINING WALL - HEIGHT VARIES -REFER TO GRADING PLAN I I � I I . � I I I I ­ I I " � � I q� � I � I I I 15" ADS N-12 WT (WATER TIGHT) STORM SEWER I I I I I � I >_ I . � I ,_ -­ '.111 I . I q� . I 18" ADS N-12 WT (WATER TIGHT) . I . I . I � I �_ I . . I q�� I I I '. . I CONCRETE STORM SEWER JUNCTION BOX I I I . I 1 1 7, � I . I I q�� � I I I PLASTIC STORM SEWER GRATE INLET ADS N-12 WT TEE,W/ 15- BRANCH FITTED W1 NDS u I : . 1511 15- ROUND GRATE (PLACE TWO IN EACH LOT AT LOW POINTS ALONG DRAIN LINE) , I I-_ I I � w . � q� I 18- RCP RG (RUBBER GASKET) STORM SEWER- PUBLIC INFRASTRUCTURE; SEE I > , L) ('0KlvTPHrTlf1hl Pf AKICZ ' I . L I I I I I I � I I I I � I 1. . . I � I 11 I - . I I . . I I � I I I . I 11 I . I I I � I . I I I I - � I I I I I . I I I N I I I � I � 1 2: � � I I 11 I I I . 11.1 I ,I � I � 1�1 . � : I . I I -, , . � i I ii I CL I �g CONCRETE STORM SEWER JUNCTION BOX- PUBLIC INFRASTRUCTURE; SEE I ''I 1 - � I I 11 I � I I I �l I � 11 , I 1. 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ENT POINTE TOWNHOUSES I I �� " � I , r I 11 I ­ I 11 / , I I / / /'l i � I 1-1 I . . � , . ­ � � � - , / � I I I f ."I . � I I fz" 'k,g", 11 I I � I I 11 � � . , . ;!� , � I " F_ LOCATION: EAST END OF EXISTING CRESCENT POINT PARKWAY . I I I .i.,_ 1 118 9 " , I/ f , I I I I I.: I I I ''I I I � 11 I . I I �/ �4 �,,�,�,t 11�7, cl �o I I I I I I , , I " ;1", �� - "'; I ll��ol s ,� I " , - 'T' , , � I � I , .1 1:1 I I � - I .1 ­., I 11 15 A, " - ��','� I / I I I ; Z -1 '"'i 7zr; - , �i ... � 11 I �.R ,I : , j � � � �! � 11 ­,�n I'll ."'Iii ��lll - - I LEGAL DESCRIPTION: LOT 3, BLOCK 3, CRESCENT POINTE PHASE 4 . I 14 / , � ,p I'll " ", // I 11 � I � I ,ip' ! I / l� ,lf7 . Zm, �,.'��, , � ­ � Ili "M_ 11 . I � I � , 1, i " 1,� , VK,i / " ,g I " , , I � * I �,, `�i ` , � - � I �i, � ,,�, ,� I I � I � I � .. I , I I I Akl, - I � � I . I ­. I � � i I ", � I'll I TION OF, COMMON AREA � 11 � �,'i, LM�� 1 ., - I I . . . I . ,., 11 i 1. I � / �� .. .... . � j -/ / � ,,,, 5 i. I . I I I . I I I I I �l /1, J, 11.1 , ( I 'I" , "I", - I I . I � I � � I / � ­ '' � � 11 . I I I . .. 11 I J/ 11 ii� W : . I I � I I . I i I a 'B' CRESCENT POINTE PHASE 3 � I � I I--,' �,M c N 11 I � , I 11 ` I I . I � -, I I I I I I \ � , ,,,-*' 1� . 11 I I 11 I I I I I i 6' I 71 I I . / I / / ; c I I , " I I I � 1 -49 � ,�, I /," ,gi!',�� .1 , ,:,',�,,, I I / � , I , I 1 ,,gg�, 1 .1 � I 11 I I ( J.W. SCOTT SURVEY, A I � 1 �. I 1 , I � I I � - I I I I I li . I . � . I � i i I I I I . .1 � �� ," ,,.,�/ I I I � I I I I I I I , , � COLI EGE STATION, BRAZOS COUNTY, TEXAS I ,,��, I , " I I / . I I I I I r 11 I ,,--" - / i I ; I . � - / j­,,,,��,�,'f'l I ; "I - Q) � I I . 1. I I I I � I � . I I I I I �, I I . � . I � I - � � / I I � ,-3­�,,,,, I � I I I I 1_� X, lm - ­/ 1""'4, I I / - " , I I - . , � I I I I I I I I I I I , I ; I �l 0) I I I -1 1� .. ­­ , " ,,,,,,,, �, , , I I I f ,,, il"fif . , I � " I I I I I I I I � 17 1 k I . I I , , I I � �, . / / li ' I I I � 5,fs W, /'ll � �. . 1 1 1 � I ,, �g � � I .. I I �l I I I / , , 11 I I - I I . I � . � '! I I 11 . i i I I - !4,�z � 7.5' PRIVATE I I I I , , ; c I I I�Wl 11 I CAN � I '__�� I I I � I I I i 'e� . 1 2. 1 OWNER/APPLI T INFORMATION: I � I r I � I I I �, , � I I 11 I I f�g V ; I 0) . I , -11 / I I I i I I 1� � , , , , P4 A - I . I I y 1.1,11, I I � 1 ,,,� � - N I ,,p,,�, �l -1 I I I 1 "L'.­�4� 1 1 1 - I - � I I I'll � ACCES I "' , i c DWS DEVELOPMENT I .1 71. S EASEME T I I � I I -1 I 11 I I , I � I I 1. . I I "-l' �'i I I Ili I ; I '' I I I � I �l I I � � I I ­ � I I I I I 11 . I I I � I I I I I ­j� I I I 11 I k I I I , I , I . �� I I 11 I . i , . � / i I � 1289 NORTH HARVEY MITCHELL PARKWAY I I I io ,_ ( I � I Lj I . I l"_ , I I I I I I . , � I ,� / "I " �ig" . � . / /' � I 11 ` i'll, I . I 1- " I � I I - "I .111, BRYAN, TEXAS 77803 � . "il I ''I'll" , , �, I / 11 � I j I 11,1� t I I ; . I I I I � 1. �� ., ,"'., �, , "', . I , I I /, � - I 11 I 11 I � . � R;.'gllV,? I .! � I � : 1 I � , � W6 / 14- � . 1 A IS I I I / , I ! I I __1 I . I � � � I � P.4 * . I i I � (979) 779-7209 . . I- I 1-1 r�,�E��% �,, ,,I . I I I L "I � � / I .1 f I 1`lo I � � . I � -1 � . � f I . -1,3 1 z � I -, I � 1. I � I I I I � I I I �%`tlll i I I 2 I � � "I'l, I / 0) I I & I I I � � � - - ,111�1 - ,/ `�______: , 1 5' #11, � I / � I I I I � Aatr - .., . , . � 1 84 `4 , I I I � , I I __! , __l I - � . I '7'-i�- I . : � I ­-­�, - " "' 1. - I 1 "', I Ln I CRESCENT POINTE HOLDINGS, INC. I . I- I I , -1 I � � , , I f , "'��, I ! I I 1 C5 . � I I -.I/ , � / � I I I I r/ , ", . I � C' I I � I I I � - I . I I .1, __ I � I I I r , I � I I . ) I I ." I , . � , . ; i I I � , q 'qv ; I 1 / �, , , I . I / r - " � _, , EMANUEL GLOCKZIN, JR., PRESIDENT - �� - 1, � I I - ,� , . ] I I I I I I I . I I / , �� " I I � I I - ,� I'll � � 1. , 1 � I , � � 11 l.. 1-1 / � I ; I S E: . I I . � - I Nuff4 I , , I , " I 0- 4500 CARTER CREEK PARKWAY, SUITE 101 �l I - �,,-: - __ , I ­ , 1. _, I � I ,. I I � .7-11 1 / I . I "". I � I . �� � I I I , � � , I I � 11-1 I I I � I . I "I I I Z11 I ,I 4a I , / I I I / , , 11 I I I f, I W ! , � I I V , . I I I t I I --, BRYAN, TEXAS 77802 1 � I . I I � � �Utt � "'i"i4Z I ,�l I I I _� � I � � � I R'll I I 1, � I , _,; I I , I � I / � I . � i 1�_ I I I . ift � : -, -1 I I � . . - a 11 <1_5 f I I _p -8878 1 ?,��Vll_ll_ / - . (979) 846 1 1 / I I "91 I I - , ­__:S�__ I 1 , I/ - - c I I 11, I I "-V%, � , "I'll, 11 PlIll I 11 � i I � . � I I I ''I I I '0 li�, -1, " _� ­ 11, I I ) I � I I I L;��lij I � � I I I I I I 0 `,� - I �1'1 11 - / I I / i 3. TOTAL SITE AREA: 6.04 ACRES . I I � I 11", 1, 11 4 I I M. I I I I . ­_ �­ - I � I . OL I I I I I � r ??54 ., , � I ­1� . / 5' WIDE P.U.,E. , I / I 11 � I �:­ - I I " ,�',ptiWl I I "', �,# -_ I , I ) I i I I I I � � I g � ,�-_-�_ I I � I � I I . I I I--,- I 11 I �,, I ._�_ � , I I . � I i I � 11 " , , I / . � . � -� 4. CURRENT ZONING: R-4 MULTI FAMILY RESIDENTIAL ,� � I � __ 11211,3R., � I I � ", ! 4 1 . � , � _�_ 4 1 1, c � I . I I -1 , I I I I 11 I I I wl , , Y�­f ` 11 � I I � I � ,_l. ­ I I . . --�,-Z��,-� � I I R�,� �,,�l / I I I I i : aj - I I . ­ � .1 i, I _11- , I , f I � I 11 I I � A, I I I / I I , I I I . --�A/A,v,'� I � 4i'�,� I .!". I � I 1. , : - � 5. CURRENT LAND USE - VACANT � � �Vl � I " ,�­ / � � "'i � . I I I u , I I � . .i . " 11 1�� I I I I - I 7 ­;,�pt"'7" _­ I k I I ; I 11 : I . ,,��_ ..� .-111111- � I I ,,�: . _� . � �11 ,jjr � � I Ln, � � I I � I I I ., M0,12'.. -- I .'z' I � I "' � . - I ''I I I I � . I � I I 11 I 1,9-11, "f" I 11 . T I � :: . - I I -11 I'll . 11 � . Ill � � . �l It � """" . I I � I I , . I � -, - Al� I` i , ,� --- 1- 14, (b 6. PROPOSED USE & IMPROVEMENTS: LANDSCAPING, POOL, PARKING & RETAINING I � 1 R7 _� �­ , I I I I � �� gi,,ij,zz� - I , ,,,, - , I 11 11 I I I I `DWNIS� _- �­; �.�l '1�4 I . . * 1�6 1 � 1-4 1 , gm �,"".;4�j � � , � I I � I 11 �, , ---"---. / I I � I ( i;, I I ,�,� .. : Vol'I'l , ,'k� � � -, I r I I I I � / , I I - I I I M,',OM'jj� , 14_,,,'� Eli � I a / I :� .., / R � i_� '­ "' i U�, I I I " ��,Z� - / I � � " � ­- I - I WALL IMPROVEMENTS . I I I il I _1111 I � --7--7----] , � 7i,.: � , � , i6il­�.z �'. �10 I � I I , - I I . I I , X, 11-.1 �l ." ', I � .� I I . I r - - I - - I . I i I I j / � � i I I � qp � '7',- ,� , . . ,: � I 'I "i -i",_ ,,',% ,,,, , , "" li. " g,��j / 1. � I /?V/;/, " I __-7_-_, opmeg "'g- n"�,;t,V!�I,`P '� i i I I 11 I � \ 6 . � I I I I I � I I . - """A"'M z 1, 11 I � � M, , ". %i'77-,, i � .11 "'I 1, I , ,, 6,7�7___-, 1 � " I I I - � , , i 11 I I I I I - I I '' , � ­­�'t,'�'(311,1' ,­'il�JI 1,�. � . , , I ', �'� � "I "I . — --- , I 1 " -_ .1 / j I . I 0) I . 7. THE SUBJECT TRACT DOES NOT LIE WITHIN THE 100 YEAR FLOODPLAIN I - I . � I �. . _ . . I .. I \V �� � - , I ,.,;,z ,�, 15'/ WIDE P.U.E. j : 3: � I � I ,g ]l I I � ,- , , �, , i,��,� f � I I ; : I '-I � ��� "il!"I'll"ItM I � ; i � I I I , 1�1 lil� 07- - ` � � . , . . I", � NE "I "I'�,i,,,i7,;�,�,�7--�l;",�-,�-."",', . - D INSURANCE RATE MAP FOR BRAZOS COUNTY, TEXAS AND I �1§ �, 77 7- "'I �, ! I � I , � I . , , '33, it, i � , i, �, I 6 I I ==== I I ` - I "A . 3 �,i 4,�-� i,Lll,�,­l­,i-,l­ . I I / 11 i i , � , I I'll I I INCORPORATED AREAS, COMMUNITY NO. 480083, PANEL NO. 0161C, MAP NO. I I � � I 1� I '1� 11 � I 1. I �, �_j �[ I I I I , I 1� � I ­, I � ,� " �"­ R, I",%' 1�1 I , I I I I" (11 I I I . - I ­ . � � f,i "�W� � I � , , I , I I .� � I I I 11 1. �:­l I .e- I ". I I I ,:' , . , I . li� 1% 11V:,,,il�, , -",l I � V , I w 0 , , ,�, / i , � ­11V:14� ­ 48041CO161C. EFFECTIVE DATE: JULY 2. 1992. � * , � ­ ::�=- L __J 1'. � , I - , , :I I ,,,� "'. ,,, , , n I I �l I - I z � ._�. I 1, . I � � __._,._.__lj_ I � �UM�,,,�" I I : � I I I I . , I ',,,'�,,'�t�,�,��-,� � I I I I � � I I I , I . . I I 1-1. � .��',,,,,�AE,�­ -,,� vl� � � I I I I � 'I, I I I . I � `.". I'll - �,,,_ I I � I I � I � 11 h_�,: _,', I 0� � � I I � � - . I I . I I �,;",V, I-. �y I ".N.", - It- " �, il / ! I ' I I I I I ,� � � 6 � 7'-­��� i I I 11 I I I 11, , I I I I I I I .* I I 1 5' WIDE P.0 '" - , I � � . I I . I .1111­,�;­Tl ,ii t, �'�- I 13 . , 8.: O OT OF RECORD ARE TO BE RECORDED WITH THE I I E � I � I I I ­ ,� - I I I I ­im ! i I i I : I I I � '�: ,POOL AREA ,� I 1 1 . � I I �,-',`�,, - I I - I I I I I I I I i . I . � I I ETBACK I � I I "I I r . "I I '', 1� I I 11 I I I 11 i I i�, � I - , - , '�`��_,',` i I . "I'll � Al � � . � /1' f1l ,� I - , I i I.. - . ����,�"""��,,�..�,�,,�,.�,��,,,��,�,,�",-"";"', ,' ", I I ,ki . CRESCENT POINTE PHASE 4 FINAL PLAT OR BY SEPARATE INSTRUMENT AS ,,,A� . , �i: I �;/ ., 11 � . � I A , � 25'.. FRONT S I -�l , I 11 I I I I � . z � I - � � . � I I I I .. L � �! , .,7777� , , ��,� INDICATED. , I � - ___i.. � .) , ­ -; -,:,,-, �,-',�,-Q,:i�,�,� _�l I I I I I 1 4. 1 - -- I I _,, � � I I I I I I 1 i I I W. . 17 �_ 1. . 7 � I � I . I I : I I I I ; I I I I k P� I �t,,� �,,g, ,,� C6 . I �.�, '11, I r I I I I 11 � � � . � ! �7 o_,,'R��! ;,-, � " , " i_i,� "l. , , , , ,,,S�,,,�`�r ? � I I , I , �, I I I I I � I I I I . , . , ,,,,� k , � , q, .", . , 1, � , I " � I I I , � � , -_ " ; �,,! �,,,�a "I I , , .� I I . , , - , ,;, �, I 4 77 1 �:: I � I I z I I I -�,-, I .1 � I I 1 ! *. , I , - ­' ., !I � , , I , � � , �,� " , - P__4 � � " I I I I I � . I I I I I . I I I � I � I I � I I 11 I � I � . . llil�� I I i , �,- ., - ,�, , , �,�, �,T, , � i � i , s,"," , , " I ;,"". i�,,�� T I I CITY OF COLLEGE STATION UNIFIED I I . I I I I I 11 I I � I � " ,0,1,1-7W , � , I * I x 1 9. BUILDING SETBACKS SHOWN ARE PER . I � , � I '_��, I , I % I z� I I I I 11 I . 1. I I L_ I . � 11 L_11,__�_�_,- j . ..... j I - F ,_­ -',�','�'-';,"��mz,y -��-�?,-,,�'-"'�-�.--�'��".,,,�,',,-�c�-"'�,,� I I - DEVELOPMENT ORDINANCE ARTICLE 5. � I I I . I , , ", I I 1�" 20' WIDE P.I.I.E. I I 'It I I I I --T--.-.-----.n I I I ,��,�""'�"'�,,,,.,,-�f�,�,--�"4�""�', -,,-,,,�.,,',�,�,,Z��,���.,,,,,-,,,�i T - , i , 11 I '� ­.i-,­�-�, I I , , , � _.,-11 �I�ll �� , . . � I ­ 11 , ­� -_ , _,�, "' ',�-'- '-'-',�4�-,,'�'�4 `t' : I I ,V.o I -----,.=--- — . I . �� g�,, ­,=�- 7", Ld I I � I 1 .,g_ " -1 I I I 6 I I L'j, I ., 11 I F- � I �j�,,,,,�',�� I : � 17- �­"-,,,���i'% ,'i- . I I I - ��lg I — I I . I (�) I I I I I - k� 11,11,,IZ4� :, j, �,,`�� ,,�� ,'� " I � - I - - I I . -!�.­;i,,�,­��4 . I . "I'll 11 � I -MI, ,,,,,, q - '� "I I I I I ,� , � . I I I I I I I I .. I � �_,T�,I'v,',';�'� 1 , " -1 I ,%, I � I I I I I I - I i , I I � "il ; I I!q "A ''I 1. ___� I I- -_ -- -_ I I . 11 , I-, I r4l�k %4_ \1 11�11RRI I . , I 11 r I � � I co . � I I I I ,�.._ I i , � ' I I 1. � 11 . - , I ___( 11 - _il�,11�1_111,i�"11` 11-11 , � I I I � I I 11, I � COMMON AkEkl& : I � 131 1 11 � - 10 ALL 90* BENDS IN ELECTRI T . UIT TO BE 36" RADIUS I I - I " � - - -- - Z_ il�' -.--. -_ , ..R-- 99E_"__," I F - f 1,� Of SWEEPING 90'S. I I I I I I ­ ,, _,�­ I I I 11. �� I I I _. I I I ,�_ I . I I I 11 ­ - I " I �, I � �, \. il .... I � I - I , , I M - � - I I � I -1 . I I � � I I ,:,� � I � I . . I .1 ": � : I ­ �l I .1 ­ .1 - � I � I I '. I I I , I 1, I I , . I , I � I 3 � �, -1 / i I � I I � I I I �g � � I . � I I I I " I � � I I I � � 1. � I ­. I - _� , I I - , le_� i I -- - � - I I � I � ­ I I _ I - I . I � : 11 ,�� � � . I I I I I I , ___L_ I — ___j , , I I I � I , 1. 1 , I v 1 - 1 , , , , I � ; � -I' I 11 ­ I I . � � I . 11 11 I I I I I I � . I , 1 � i I ' � \ I � � I I � I , � , I i Ln I 11. IRRIGATION SYSTEM TO BE DESIGNED & INSTAI I ED BY OTHERS. I I I I . ­5z;�--.X, - -7, . � - ____�_ 1, I � I � \ - .11-�. I � , .. . I . I - ___ 11 I I � I . �: I � I ,. I I . . — 11 . � I I ____ I - ----- I ... ��_ -_ _p � I I .- I — , , -- — I — �\\ - ;!Z— — q__ , — " M=��—_ ­_�­�, ,— - ____.� I I I I I I I — I I � , - = __ I_ e — _c " .r , � I . , I � . . .1 I � .. I I I . i,. . � I I � I 11 I � I � � � �. . � __ I . =__ \\I----- =� . - � , 7___ �, , I I - . I �� I ; 1 4�� � � � I I 11 I � - I I � I I i � I I � I I I I -1 I I 11 I I . I , � I � i I . , I :, ­ 11 , . I �, , , . � 1, I I I ,I, I � I I � . I � I -11 I ! qw, I __ � . . � � I , . � �_ - * . ­_ � - --- . I -, oj I I - , I 7_ - I = _� - I � - ,- —_ __._M___ --..--' ____,z___. __ ___y ------., — _% . u 12. KEY NOTES INDICATE PROPOSED ITEMS TO BE FURNISHED AND, INSTALLED . BY . I I I - . A7 � �_ ____ " I I �� . . - ��:_�� I - - �l - , ­ , 1, :�E�� ­�__ - � — _ 11 -_ � �� f - I I ­ . I I ­ I I " ,, I I I .1 ----,-,- ____________._________.___i_l- -- ---- f --"- I I I . I . . � I � I I I . I � I I I � � I ­ , I I I I , 11 ; . I I I I � � I � . � r I � I., ; I - I . I I - _,,��,,� I I I I 10 I SITE CONTRACTOR UNI ESS OTHERWISE NOTED. � .. I I � . I 1 1 � � I I . � : � � I ,,� I I I . � I � ,� 1. � I I . 1-1 I 11 I � 1� I � I I I I I I I � i � . I I I I I �l � I I I I - . I I I ­ 11 : 1, I I �� �, � I � I � I . . I I . �l I I I I . I I I 11 I I I I I I I - I I , �R . � I I I I I I I '�l ( I I I I I � I I . I c - I I I I ,�, 11 � I I . I � I'll I � I , 11 I - I I I I _�N_1_1 - I I I I I . I ., I I I . . I � - I I I I I I i -1 � , I I I I I I � I I I . . ',�� , I I . . � . I � I I I I I I I . � : . I I I . I I I I . I I I I I I IL � 13. DIMENSIONS ARE MEASURED TO BACK OF CURB UNLESS, OTHERWISE NOTED. I I I � I I I I 1- � I , I I I � I ­ I I .1 11 I ., I ''I I'll: . I . I I 11*"1 I I -_ I I I I I I � I I I I . I I 11 I .. � I � I - - I � I - I : I .1 I I �l .1 I I I � I I ''I I I 11 I I �. — 1. �, - I � 11 . I . I I � I � � I I � . I 11 I I I � 11. I .1 1, I � I I .". I I :2_k�_��_zl��_l I I I I � . I I � I I i ! � . -0 � I I I I I � � I - I ' - I I . . I I : I I � I I 11ilf. I I,, : I I I I I : I . 1 4 � ,, _" 1, � I I . CRESCENT: RllDGtDfflVE,.o5lY MOM. ,:: �. � I I I I i I I � � I - - --- -_ ­_ I -_ — — ,� �_,_ � , , , r ' I - I '­ I � C' I I I 11 I - � I I I I I _1 � . __ ­ I — - ,_ 11 _1111, I , — -_ -_ - __ - - — -_ ________ 1 -.--.--- I d I ­ . I I I � .1 . I I I . I I I I I 1.11, � I I � I I I 11 _ I � I � , , I I I - I ''I'll. i, 1. 11 I I . I I I I I I . I I I � . 11 � I I I I I I I I I . I � . - ll� I 1. I I .1 I � I I I I I I � I I I I I ­ .11 I . I � � I I I j I I I I I I I 11 . I I , I I - � I 11 I I I � . � � . I I . I 11 I I 11 . 1. � 1. ,� . - . I I � I . i - . I I I . I I ­ � I r � , I �_ ,� I 11 I I I I I I � . 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I � C3 #r i I � - ! __ ___ ­ � .. - , ; I 0--+r — � t; i I - WFFR�W COLLEGE ST "'ION, . - � I , OF I . I _ I i - I i I ; . I- ENGINEERING :- I I I i , 11 ­ - � I ______________ __ 11, ­�­l I i I � .---I I I I , I � � I 1. � I ft/ q �fw , , I I , �IA07 i I i . I � � � , , , . I - . I � I � ! : � � � I I I - I I I I ,�ll I M ;� q 11 I I I . I . I I I I � I . L � I I I I � � I I � I I I � Federal copyright protection extending to derivative plans is applicable to intentional and unintentional infringements and provides for specific statutory damages both civil and criminal. Unauthorized reproduction in any form is strictly prohibited and forbidden. Copyright (0 2008 Drawing Tide: Landscape Plan KOPA Koelreutena aniculata : P Goidenram :Tree ' h 2.5 cal. 8 high min. 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P Blue Oat Grass 1 gallon 24 o.c. 190 5 gallo n 'Francis ncis Maso n (F_rancis 148 10 1 480 � , NOTE . ALL'PLPLANTS TRIANGULAR GULAR SPACED ' UNLESS OTHERWISE SHOWN ON PLAN.0 MasonAbe6a TUR F' 5 gall _ J urn era s ch men sts __ 'Spartan' 6 5 _ l _, .• .. ;: , C nodon'dac ton Y tY Common Bermuda m Sod , S artan;Jurn er p ) 10 650 , , _,. _ 5 gallon 9 Juni e rus ch mensts P W tc , :'Wichita B lu e (Wichita t { t a Biue : _ <; 18 1D 1 80 , ; Jun' Juniper) P ,., N a ndm adomesfica 'Gulf : • 5 gallon 9_ o St r Stream'(Guff Stra e m , ,5 _ 5 10 5 50 � He a Heavenly enl Bamboo) __ boo _ _