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. . . 11 . I . J - r�" r /� ' , / / -� - .---__. r�" , - OFT • �� _ w ._. 'fir _ ____._1-__._______ _ r•" ? .,a• �r I VICINITY MAP �����P.***' .....-�• i r' f,., GENERAL NOTES: 1 ' ,,. �, 1. CON T ELECTRICAL NUTES: I -1 r / r' TRAC OR IS TO VERIFY THE EXACT CONSTRUCTION NOTES FN S 1. DEVELOPER INSTALLS O Z. 11 ST CONDUITS AS PER CITY - - r - -., n .r LOCATION AND VERTICAL POSITIbNING OF 1. THE CFtpSS SLOPE OF TH C i �O ti r` M..;. • _-: rR : SPECS AND DESIGN. E ONCRETE JOGGING e o ...t..... �1 .1 9 / sri -f r EXISTING UTILITIES AND SERVICE LINES WITHIN TRAIL SHALL BE 29b OR LESS. +C C•W 9'S ♦ GINGER L. URSO ..►......... 0...........• li y/i �. i j _ a F. e W ._� f �.. _ THE PROJECT A WHETHER 7 4,� �p ♦ .. . , •-' _ ' G AREA, WHE ER SHOWN ON G,, I 2. DEVELOPER �a .1- / I ; � p L PER PROVIDES SO OF Ili R PLANS OR NOT, AT LEAST 48 HRS. PRIOR TO 2. THE. PRO 6' 89503 1 FILE SLOPE OF THE CONCRETE JOGGING p / ._ , ; r.-, t� E CONDUIT FOR RISER POLES. DEVELOPER • �, •� .; / t E .� .x•� = ANY CONSTRUCTION.. CONTRACTOR IS TRAIL SHALL NOT EXCEED 5�a • .• t : r , °4 • . t . ti x RESPONSIBLE FOR ANY DAA N INSTALLS FIRST 10 CITY INSTALLS REMAINDER: Cry •.fit . LE DAMAGE DO E TO • •. / : _ .• _ 1111... `n �+ • C' / �, ; .. ., a��.. „. ��r• � EXISTING FACILITIES. CALL 1-800-DIG-TESS. 3. 8 DIAMETER DRAIN PIPES TO BE INSTALLED AT �o •�S'Sr T." d,1111 _ 7 3. DEVELOPER POURS ANSFORM PADS E ..• + (ONA`' .�., TRANSFORMER PER THE LOCATIONS SHOWN TO CARRY RUNOFF UNDER eO , . •moi b �l , 1p.1f :;r t •>ii 'i i,Yr' `.. .. - �; a - r - CITY S - j , „ "Al, ALL RADII AND DISTANCES ARE MEASURED PECS AND DESIGN. / r I a _✓ s. t -r r THE JOGGING TRAIL O THE SEAL APPEARING N J �• " TO THE BACK OF CURB UNLESS OTHERWISE `�11 ROJ T NOTED. 4. DEVELOPER INSTALLS PULL BOXES AS PER „ THIS DOCUMENT WAS I/ t � THE CONCRETE JOGGING TRAIL SHALL BE 4 AUTHORIZED BY GINGERL CITY SPECS AND DESIGN. (PULL BOXES TION 3 �-; - THICK REINFORCED CONCRETE 00 P OCA f 1 1 . 30 SI URSO, P.E.. 89503 N ,/I 90' - 3. ALL SITE WORK IS TO BE DONE IN PROVIDED BY CITY. T ROCK� • COMPRESSIVE STRENGTH AT 28 DA V=X:F= '., Y5, JUNE 19 2009. - t CONFORMANCE NTH THE BRYAN COLLEGE D r . _ STATION 2009 .STANDARD SPECIFICATIONS FOR' S. DEVELOPER PROVIDES DIGITAL AUTOCAD 2000 P R AY / -.- .. 1 �'. 3 . :.-.-�:�,....,- ! T WATER &SEWER AND THE CITY- OF COLLEGE VERSION OF PLAT AND/OR SITE PLAN.. 5. THE PROPOSED. GRILL SHALL � ./ I H LL NOT BE LOCATED Z UNDER THE P OPOSED / .� ., �. STATION STANDARD SPECIFICATIONS FOR R STRUCTURE r 1 / STREETS & D AI 6 / ,/ ,, n R NAGE. . DEVELOPER PROVIDES LOAD DATA FOR O r O . �., >. PROJECT. 6: THE , E- Z •,< ,.. ;._ •� : " E AREA AROUND THE SWING SET Wi:1 BE ' /, _; 11 � ,.�' Ir .� 4. -ALL UTILITY LINES (WATER. GAS, SANITARY PEA GRAVEL THE AREA AROUND THE +. Z 7. DEVELOPER PROVIDES 0 _ _ � / >,... i '� SEWER, G.T:E. STORM SEWER ETC. SHOWN 0 TEMPORARY BLANKET PLAYGROUND WILL BE POUR IN PLACE. RUBBER: / .. .. 4 , ,. / ( EASEMENT FOR CONSTRUCTION PURPOSES. / � n �r _ _ ARE TAKEN FROM BEST AVAILABLE RECORD I � � i Wiiliarrl D Fitch Parkway, � � • • 30 PIPELINE ESMT -, t H hwa 40- Q r r INFORMATION BASED ON CONSTRUCTION UTILITY . 7. TREE BARRICADES WILL BE FORMED WITH State O. ¢ �` i .. / VOL 534 PG. 84 a -', ; f..,} m / / _ , / I - : MAP DOCUMENTS OBTAINED BY FROM CITY do 8. CITY PARK ELECTRICAL METER AND BRAKER ORANGE CONSTRUCTION FENCIN r ! _? G. LOCATIONS © } PRODUCERS 11 ,,r g INDEPENDENT AGENCIES AND/OR ABOVE TO BE ON A SEPARATE SYSTEM. SHOWN ON THIS PLAN ARE APPROXIMATE AND \ -1 C� • „ / . , .I.. \ C) ''� 1111 GAS CO. . r , GROUND FIELD EVIDENCE .SHOWN POSITIONS FIELD ADJUSTMENTS CAN BE MADE AS NECESSARY. CASTL GATE 0 W 1 1i a ( I ti MAY NOT REPRESENT AS -BUILT CONDITIONS. SUBDI SION Q W Z Z r. _._ s _ w COLLEGE STATION G7 A 9 -Jys- MONUMENT 138 I I, # \ Q Q W F _ o 5. THIS PROPERTY.IS ZONED PDD AND R-1. IRRIGATION NOTES. �, _.I : � = PARK ND ,,. i i 11 � t U tY W - / 1. IRRIGATION SYSTEM MUST BE PROTECTED BY .1 , DEDICATION 0 COCS � . . . 6.. NO PORTION OF THIS TRACT IS WITHIN A : EITHER A PRESSURE VACUUM BREAKER. > ;i. -y - - w - 1 4.363 ACRS a t I , r ,r SPECIAL FLOOD HAZARD AREA ACCORDING TO REDUCED PRESSURE PRINCIPLE BACK FLOW L t PER CASTLE f� qC�K , r �, � I/ill . N + .. _ - . CI OF COLLEGE STATION PH 1A FINAL PLAT n THE FLOOD INSURANCE RATE MAP F.LR.M. DEVICE OR A DpUBLE CHECK BACK FLOW _ w COMMUNITY PAN O 41 C 05 DEVICE AND INSTALLED S PER CITY. I I t a : 15 ELN .480 2 D, A PARKLAND DEDICATION VOL 8214, PG 23 k , -- , 4 O DINANC _ _ _ - _ _: R E 2394. 1 11 EFFECTNE DATE 2 9 2000. 1:500 AC. 6 1 5 r _ 5 x VOL. 551 PG 267 : �'�" w r , . 2. ALL BACKFLOW DEVICES - _ E ES MUST B INSTALLED � . m ,- C LLED . E ALL F' O 0 7 AL 00 AND GR UND M UNTIED R . ZONED 1 �. N , _ A D TESTED UPON IN T LLATION S �, S A A PER CITY _ �.._ �:aa�t� MECHANICAL EQUIPMENT SHALL BE SCREENED ; i i O . � FROM .VIEW OR ISOLATED SO AS NOT TO BE ORDINANCE 2394. - .:.. _1. I NOT TO SCALE I-- . _ VISIBLE FROM ANY PUBLIC RIGHT-OF-WAY .WAY OR i ,r 3. FURNISH ACCURATE AS BUILT IRRIGATION Z _ : r , RESIDENTIAL DISTRICT WITHIN 150 OF THE � 4 ;. - . - - Z - PLANS TO CITY OF COLLEGE STATION PARKS Lid SUBJECT OT MEASURED FROM A POINT 5 I O � _ 7 PLANNING.. SHOW LINES VALVES HEADS F-• _> ABOVE GRADE UCH CRE NTNG SHA L F- • ,, � 5 S E L BE c G� CONTROLLER, WIRING, ETC. ,. :1. L E COORDINATED WITH THE BUILDING ARCHITECTURE EG ND t1 • r AND SCALE TO MAINTAIN A UNIFIED OC U O j, 4. SPRINKLER CONTROLLER TO BE LOCATED . x° _ / PARK BOUNDARY � r APPEARANCE U U I NEAR THE ELECTRICAL PANEL ■ (n (n W >- ;,.. •��' _ _ a DEED BOUNDARY ``- ." : W - I- W h. e I I _ i .100 COVERAGE OF GROUNDCOVER, z �. _ _: UNDERGROUND ELECTRIC LINE w O DECORATIVE PAVING, DECORATIVE OCK .. , U � �. - 0 NR NOT , W �" , t -•■ IRRIGATION SYSTEM LINE :r • LOOSE 0 A U , , L ), R PERENNIAL GRASS IS REQ IRED / :: PUBLIC o: IN PARKING LOT SL ND S S BLIC UTILITY EASEMENT LINE (n w a i A S. WALE AND ! I' n _ W :.1 1 `: \ DRAINAGE AREAS. THE PARKING LOT SETBACK _ _ a,t- 21 SEWER LINE O LL h ,._.� : f ! LL � - _ �. _ __-- r RIGHTS OF WAY AND ADJACENT PROPERTY �, g v) :,. � a % .: - �, 1 !! ,� 6 SEWER LINE to n, ( . = ,- :, , \ r W cn 1. -' ,.� DISTURBED DURING CONSTRUCTION. � I I n � W_ �,. .:F � :r�;:� �.��,:, �' '•' FUTURE DEVELOPMENT '� >- ,r !-' 1 WATER LINE L,•I N a y r 1 \ ! 2+ . . - CASTLE ROCK SUBDIVISION I 9. EXTERIOR BUILDING AND SITE LIGHTING WILL f I ,_'� (n *. �- .; �, !! MEET THE STANDARDS OF SECTION 7.10 OF THE EXISTING TREES W \ �i REM. OF 76.66 ACRE TR,AGT V Cto E L1. ;:' / xa ,. ., UNIFIED DEVELOPMENT ORDINANCE (UDO)• THE (APPROXIMATE LOCATION) '1. r Kk V / � OL. 7527, PG. 214 ��+'�,:' LIGHT SOURCE SHALL NOT PROJECT BELOW AN �, \ 0) o) �,,: -- OPAQUE HOUSING AND NO FIXTURE SHALL - „, PROPOSED TREE BARRICADE . ,.i., <<, \ . , ",\ ZONED PDD 2� o 0 �� .. t; TY OF C LL GE _ ,! sr -!' DIRECTLY PROJECT LIGHT HORIZONTALLY. APPROXIMATE LOCATION �, = ; : 1 . / FIXTURES MUST BE MOUNTED IN SUCH A' ( ) W 1 - / STATI N F- , yy. y.. r MANNER THAT THE PROJECTED CONE OF t_IGHT Q O .••- 22.083 C. ; t .ti ,� DOES NOT CROSS ANY PROPERTY LINE. 0 u\•.. ii r. - r ____ , ,e: _ � 11 t..+ - - V.,, PROPOSED CANOPY TREE -- iG VOL. 6974, G. 41 t =1. �-! -,! . co co I i?OVENAN S ,%f . ' ,! r' r� I ;{ -'! - 8' WOODEN FENCE CO (TION 8c �� $$, CITY OF t ._ ! RES iICTiO S ,.• FIRE HYDRANT z Q o -f . COLLEGE \ _ .awes . - ;,�, AREA LIGHT ZONE R 1 1. sTATION ..1 IL I _;, PARKLAND ;,. -1 y1 -- : �.� \. ;,. - - s� Q . L DEDICATION s ! . • . . � ELECTRICAL TRANSFORMER u - -� _._ I 1.500 AC. --•-.-_. - . , ,,, -y VOL 6511 L`a; - 20' P.U.E. ! _ . • ,,: SANITARY SEWER MANHOLE �.. PG `�', VOL. 4328, - Y� t . 7(-- ;- I, .267 � .- •- !- - ���;;;��, `�, -- - - - - 6 CONCRETE WALK _!} " ' ' PG 164 !_ (IO- EAR,., �,-''7� s. --< .. _ •.•. -i.; f FLOW DIRECTION . /' .. ! _, Y L +J ODP AIN _. :S � "I f -C ;iP '� _ f> ,,, ,' I Ll >�' PLAYGROUND .., , E EFFEC VE "�, , �' - !- t > - _ r W OUR -IN-PLACE ``= EMA FIR t r - t, "1 RI IRRFR Ci lPP'Arf= .,"i z. �� I /"'l . . � I I T-' - -- , ' ! J(-• " , r 1111: _ - ' I. �i •.- _-.-... -- .. _. ,1111. _ - -. - --. - ,. __ { _ _.?'. ___._ ''- �' _1111. /� 'F,.._s. -.-.e - ( P ._.. ::. .. -"f 1111. .. :, -. "'7 :.. I - e' .. , .. - .. .. ! 1111 :. ,. : .'. - _ .50 25 : 0 50 ii -.. _ ,- .1 = AREA LIGHTS 1 I..,: Y,, - C ? n t !. - !-!- 2' /l . + - �.:_ l : • iy x1 LED TYPE,1 HT S ALE N FEET . 41 , - - . tea' r y - �� . FUTURE DEVELOPMENT .-.r �_. CASTLE ROCK SUBDIVISION �...�- r . . I - - �. REM. OF 76.66 ACRE TRACT VOL. 7527, PG. ?.ta :yF .�,{� y _ - _ 'n- i'v° >=•�e'; ZONED t�,:x4, -r- 4�.` 6 WIDE _ . _ -,- .fi�1 . .�• y<�,: - ' . . 'a /- $` f r' I 4 �, CONCRETE ,,.. �;'�}.' 11 -• ���r _ - `-P.RACTICE. � ., r a V. g � _ WALK ,,. • z / _ ?r �� _: _ �, . SOCCER . . .'. `'. ; ` s: / SETIRN M mNSFoaYm �" r .1 •� .11 . / ! ':x I 1 w/4•. x00001 SEN rsty = d . i. / M T FE r' • - FQICE BE 6W. IYIIII e ARE LIGHT FIELD f A „Imd11F8 4G ILL R 6 / fi. / - - / - .1 r L' t :�. LED. TYPE,12 HT. ;- �' ,- - • - • ' � �' k' ,� - .� SIDEWALKI� r- 4 - ! _ I1. .. fi_ / / _ r /P.U.` w .. \ - >- / VOL. '8114, 1 N • - L ..t' •1 x - PG. 234 ''4 7 '-••. it 2 •may ._� �• r � I' / r J a� J 5 -' _ f R17A E ST vat _ XI I G 'I I• 1 - N i _ _ 'IN ET � Q• �: < . SWINGS _ . ��� TR TREES \ _5, ./ r. .qui' '> '� 1 .f IWOODENBARRICADE i. r . v i \ F ��/ y : • .. .. •.. • • • :' • - = r _ - r�iy-,�'3 . f\ ✓-,,, '. Pct A " 1 ,, ; FENCE �,' AP SURFACE 0 P.U.E. :f ,. _ 0 �. \ _ .. _ , / - ,. » S '/ _ .• 1 -'IPV i H,.y. OL. 5775 r �. ,h LOW. - _ � �: ,. .. ., CATIONI , � :.,� . \- . . Zvi ,.,__--_w , f PG. 1 . a '� • : \ 111_1 _.._---I• O 9 .xY.: !p dN a '0Y'. - \ ? •PID i,.' - .. 3'= - :i '•a .. PA- -5. / - _ _ �:, 1 PLAYGR a - - _. - 5 _ ti - • ... .. .. . . .. 11_11 _ .. PRACTICE-- , e- u - s- r I. :a �_ r - i �.�._.F-s+ _ _ 1 1 _ _ _ r' uhlmREun t ''*i. e - i - a ,s - 'FIE D B�AL L - i , TT ._. _... _ _ r- PARKLAND .' = I .. . y• \ W WOOOFN 1111.. $: -0ED T10N O / i I - ICA TO COCS . unzsRFun I , f 9 4 F>NCE I' TTY OF 1 I 4.�s .ACR�s . OLLE 04" 1 1 - - - o- - _ _ -- - arli 4 ..-,ti• • i _ PER'CASTtE ROCK j `- , 1 S INSET A ST ON 1 1 R, � : , � ! s t�EONCR • _�-- 10 PUE a P+1 1 A FINAL PEAT s ` - - . z r� T-' � r ,[;,� R .Iii- IN.' 11 1 �r qI3 I EWALK.083 AC. voL: $ 17 •-'P �• 4 � u� VOL.voL� 117 _ .G. 3 t," ,.1 f I �z�. .Y $ ;i ,O. PG: 118 VOL. 6974 PG. 1 \ N . ,: ;: 1111,:,., �.,.. T S. . _ `I 1 r // GS . Y / s. °. \ . 1 I = >- ^� \ COVENANTS, r� , , :z I : _ _.t�.Q�� f I • ... . • - :_, _L \ PARKLAND om: CASTL 0 K I . , . I . I CTI�O S - � � SITE LA N I 3 _ . • _ s __.•_ TO cots \� � - I I � r r MENITIES AD f� EVV1>< TIES_ i D v _ , .. �. : PER CAs11•E ROCK \ ._ -. PH 28 FIN T 1 -. M.. u+ ENTER Y �--' ' \ i - :, . ;t.t VOL. 8117. / EXISTING COMMON r . ry / _ ..., .. 1,111 1111 , TREES 15 PUBLIC D AI � , . -� R A � .. m \ v ff I EASEM N f -,., . - - . _- �, o \ NO. 13A ": TLE ARS . � L. 8214 PG. 34 , , c p-____•� ,. " ---. `k_ `\ 0.071 AC. : 11 V,O r _ -_- _------�---- sI _ ` : - 1 "-' na r � _ � 1`� \ - _ I " _ - r I ..;_ tea____ '-� ::.. �,rnf.JP..�. - I ,- _11 I I 1 600 5 ACRES 1: �� STREETSCAPE RE UIREMENTS:I - � I � . I \. 'X2- F a4 - yz: 3 -:.,:,_,?fin. �''- .. u �.b � � ��: r >�����•��„�,�- , . .x�� .�. C LE ROC SUBDIVISION -.: .Y. -,.. `., I y> . _,, . _...:_ - V.@��__::.s::.f<`'�-�-.-1.11_,_1. �.. •�,i, -_ _ _. - � `' ------~-�"`,-� P �E H CASTLE ROCK PARKWAY MINOR ARTERIAL FRONTAGE - 600 LF \ EXISTING G 4 PHA E 2B 5 PUE ,_ CASTLE FUCKSUBDIVISIONN_ � 11 -1 [ � IWig' CANOPY TREES REQUIRED - 19 600 LF 32 FT SPACING 18.75 V01_. 11 PG. 118 voL: x117, ,�,..K / ARK ZO PG. 11s __� EWALK i CANOPY TREES SHOWN „� ;.. '. i.fE- E- SIGN �! a �_ -- 1. kW ROBERT STEVENSON SURVEY A 54 F\ tle Roc EXISTING CANOPY TREES COUNTED TO MEET REQUIREMENT = 1 I Cas Q . , , B PAVEMENT WIDTH E- `� COLLEGE . STATION, BRAZOS COUNTY, TEXAS °'�l 0 ROW s -s- __ ____ -- - - -_ -- ./ 11111111111111,11,��- i ,COMMON AREA 7 _ s-�- --"" ----- - - f fr- -� -t 1 -, 1 E-- a r.. _ - SCALE: 1 --5 J 4 _ , , I NO. 12 _ -- _r-� - - - - ;,:�� - 0 UNE, 2009 �""` _% - - - �--- - J ___ _ - -COMMON AREA y' , h �--' I w=9:, 0.60 CRIES � 11_ - -:-- ` _s __ -- - -- 1 �ti. s- __ - N0. 10A ; .. w, Ii:r- S -g �='�- _ OWN R DEVELOPER. 1 1 \•:� s . I 0.590 AC. ------ -- - - ;� ( I i / - !ry . _�_� . ,11 I 1 _�---- 8 - - ____--- I _ ____ _____________ -- , "° ��h Green P airie Investors LLC* Via,ill . _ _ =- J __ ________ - ,---i ,ENGINEER. . . 1, ,. - --_ - - _ _ __ -_ In --- 4490 Castl gate Drive 1 t , r H --" I __ - - - __---- _ _ v- --_ _�__------_-� -k- -_. , a'' . - F, I I II _____ ____ __ _____ - _ _ ____ ----- ----Colle a Station, TX 77845*CimDEM A [A� f. * I`� _ I I I "�C _ - _-- - � 979 90 7250 / I - ___ _-- -1 r . i I CIVIL ENGINEERING & DESIGN -BUILD SERVICES I 11- - - I i I 20 P.U.E. 1 I I I _________ -F - I I I Ginger L. Urso, P.E. ,� I I-` VOL. 4328 I t I I N cP I I I I " � APP (CANT: V, / , I I I ' 1 , } I , i 2033 Harvey Mitchell Parkway South PG. 164 I I I I I I m - I I I I I Wdlla a Phillips, Manager I . , , _ _ I , + I - .I I , 1 I P 9 College Station, Texas 77840 \ i i, I �_ _ , gyp, 1 , I 1 , , 1 Greens �Pro irie investors, LLC f - 1 I - I --I�' 1 :,: I 1 I I i 4490 Castle Drive 4 .. V a f r I I I , , I Coll Stdtion TX 77$4b P.O. Box 11929, College Station, Texas 77 842 1 ,,'__ I I ' I? I i I I 1 g 7 4-7 1 i 1 1 I I I I t I I (979) 690-7250 (9 9) 76 743 Fax. (979) 764-775 I : I �. L I ,� 1 6.m.m.- - - .m.,...m...,A I .--I..L I r I L . . I I I L It____ - I - . I . . . . - I :. I L I I I . I I I . II . . I I I L I I/_V-1 . L I L . 7.Vle,101 . I . I I . 11 I I I I II - I L I II II � L I I I I Lr. L . I .� I I I I 11 .1 I . L.. . L I I I . . r� / I I I . . . L L . .. I . . I I I . I . L. ,� I I i I _, - . i THE NUMBER AND LOCA ON, 0' EXISTING TREES SHOWN N THIS PLAN ,I'S APPROXIMATE 0 LY. THE LOCATION OF ALL PROP ED STRUCTURES AND FACIL IES F R THIS SITE SHALL BE AD STED IN THE FIELD AS NECESSAR TIS ',',EEP AND PROTECT AS MANY F 'T EXISTING TREES ASPOS BLE. . . .'. `'. ; ` s: / SETIRN M mNSFoaYm �" r .1 •� .11 . / ! ':x I 1 w/4•. x00001 SEN rsty = d . i. / M T FE r' • - FQICE BE 6W. IYIIII e ARE LIGHT FIELD f A „Imd11F8 4G ILL R 6 / fi. / - - / - .1 r L' t :�. LED. TYPE,12 HT. ;- �' ,- - • - • ' � �' k' ,� - .� SIDEWALKI� r- 4 - ! _ I1. .. fi_ / / _ r /P.U.` w .. \ - >- / VOL. '8114, 1 N • - L ..t' •1 x - PG. 234 ''4 7 '-••. it 2 •may ._� �• r � I' / r J a� J 5 -' _ f R17A E ST vat _ XI I G 'I I• 1 - N i _ _ 'IN ET � Q• �: < . SWINGS _ . ��� TR TREES \ _5, ./ r. .qui' '> '� 1 .f IWOODENBARRICADE i. r . v i \ F ��/ y : • .. .. •.. • • • :' • - = r _ - r�iy-,�'3 . f\ ✓-,,, '. Pct A " 1 ,, ; FENCE �,' AP SURFACE 0 P.U.E. :f ,. _ 0 �. \ _ .. _ , / - ,. » S '/ _ .• 1 -'IPV i H,.y. OL. 5775 r �. ,h LOW. - _ � �: ,. .. ., CATIONI , � :.,� . \- . . Zvi ,.,__--_w , f PG. 1 . a '� • : \ 111_1 _.._---I• O 9 .xY.: !p dN a '0Y'. - \ ? •PID i,.' - .. 3'= - :i '•a .. PA- -5. / - _ _ �:, 1 PLAYGR a - - _. - 5 _ ti - • ... .. .. . . .. 11_11 _ .. PRACTICE-- , e- u - s- r I. :a �_ r - i �.�._.F-s+ _ _ 1 1 _ _ _ r' uhlmREun t ''*i. e - i - a ,s - 'FIE D B�AL L - i , TT ._. _... _ _ r- PARKLAND .' = I .. . y• \ W WOOOFN 1111.. $: -0ED T10N O / i I - ICA TO COCS . unzsRFun I , f 9 4 F>NCE I' TTY OF 1 I 4.�s .ACR�s . OLLE 04" 1 1 - - - o- - _ _ -- - arli 4 ..-,ti• • i _ PER'CASTtE ROCK j `- , 1 S INSET A ST ON 1 1 R, � : , � ! s t�EONCR • _�-- 10 PUE a P+1 1 A FINAL PEAT s ` - - . z r� T-' � r ,[;,� R .Iii- IN.' 11 1 �r qI3 I EWALK.083 AC. voL: $ 17 •-'P �• 4 � u� VOL.voL� 117 _ .G. 3 t," ,.1 f I �z�. .Y $ ;i ,O. PG: 118 VOL. 6974 PG. 1 \ N . ,: ;: 1111,:,., �.,.. T S. . _ `I 1 r // GS . Y / s. °. \ . 1 I = >- ^� \ COVENANTS, r� , , :z I : _ _.t�.Q�� f I • ... . • - :_, _L \ PARKLAND om: CASTL 0 K I . , . I . I CTI�O S - � � SITE LA N I 3 _ . • _ s __.•_ TO cots \� � - I I � r r MENITIES AD f� EVV1>< TIES_ i D v _ , .. �. : PER CAs11•E ROCK \ ._ -. PH 28 FIN T 1 -. M.. u+ ENTER Y �--' ' \ i - :, . ;t.t VOL. 8117. / EXISTING COMMON r . ry / _ ..., .. 1,111 1111 , TREES 15 PUBLIC D AI � , . -� R A � .. m \ v ff I EASEM N f -,., . - - . _- �, o \ NO. 13A ": TLE ARS . � L. 8214 PG. 34 , , c p-____•� ,. " ---. `k_ `\ 0.071 AC. : 11 V,O r _ -_- _------�---- sI _ ` : - 1 "-' na r � _ � 1`� \ - _ I " _ - r I ..;_ tea____ '-� ::.. �,rnf.JP..�. - I ,- _11 I I 1 600 5 ACRES 1: �� STREETSCAPE RE UIREMENTS:I - � I � . I \. 'X2- F a4 - yz: 3 -:.,:,_,?fin. �''- .. u �.b � � ��: r >�����•��„�,�- , . .x�� .�. C LE ROC SUBDIVISION -.: .Y. -,.. `., I y> . _,, . _...:_ - V.@��__::.s::.f<`'�-�-.-1.11_,_1. �.. •�,i, -_ _ _. - � `' ------~-�"`,-� P �E H CASTLE ROCK PARKWAY MINOR ARTERIAL FRONTAGE - 600 LF \ EXISTING G 4 PHA E 2B 5 PUE ,_ CASTLE FUCKSUBDIVISIONN_ � 11 -1 [ � IWig' CANOPY TREES REQUIRED - 19 600 LF 32 FT SPACING 18.75 V01_. 11 PG. 118 voL: x117, ,�,..K / ARK ZO PG. 11s __� EWALK i CANOPY TREES SHOWN „� ;.. '. i.fE- E- SIGN �! a �_ -- 1. kW ROBERT STEVENSON SURVEY A 54 F\ tle Roc EXISTING CANOPY TREES COUNTED TO MEET REQUIREMENT = 1 I Cas Q . , , B PAVEMENT WIDTH E- `� COLLEGE . STATION, BRAZOS COUNTY, TEXAS °'�l 0 ROW s -s- __ ____ -- - - -_ -- ./ 11111111111111,11,��- i ,COMMON AREA 7 _ s-�- --"" ----- - - f fr- -� -t 1 -, 1 E-- a r.. _ - SCALE: 1 --5 J 4 _ , , I NO. 12 _ -- _r-� - - - - ;,:�� - 0 UNE, 2009 �""` _% - - - �--- - J ___ _ - -COMMON AREA y' , h �--' I w=9:, 0.60 CRIES � 11_ - -:-- ` _s __ -- - -- 1 �ti. s- __ - N0. 10A ; .. w, Ii:r- S -g �='�- _ OWN R DEVELOPER. 1 1 \•:� s . I 0.590 AC. ------ -- - - ;� ( I i / - !ry . _�_� . ,11 I 1 _�---- 8 - - ____--- I _ ____ _____________ -- , "° ��h Green P airie Investors LLC* Via,ill . _ _ =- J __ ________ - ,---i ,ENGINEER. . . 1, ,. - --_ - - _ _ __ -_ In --- 4490 Castl gate Drive 1 t , r H --" I __ - - - __---- _ _ v- --_ _�__------_-� -k- -_. , a'' . - F, I I II _____ ____ __ _____ - _ _ ____ ----- ----Colle a Station, TX 77845*CimDEM A [A� f. * I`� _ I I I "�C _ - _-- - � 979 90 7250 / I - ___ _-- -1 r . i I CIVIL ENGINEERING & DESIGN -BUILD SERVICES I 11- - - I i I 20 P.U.E. 1 I I I _________ -F - I I I Ginger L. Urso, P.E. ,� I I-` VOL. 4328 I t I I N cP I I I I " � APP (CANT: V, / , I I I ' 1 , } I , i 2033 Harvey Mitchell Parkway South PG. 164 I I I I I I m - I I I I I Wdlla a Phillips, Manager I . , , _ _ I , + I - .I I , 1 I P 9 College Station, Texas 77840 \ i i, I �_ _ , gyp, 1 , I 1 , , 1 Greens �Pro irie investors, LLC f - 1 I - I --I�' 1 :,: I 1 I I i 4490 Castle Drive 4 .. V a f r I I I , , I Coll Stdtion TX 77$4b P.O. Box 11929, College Station, Texas 77 842 1 ,,'__ I I ' I? I i I I 1 g 7 4-7 1 i 1 1 I I I I t I I (979) 690-7250 (9 9) 76 743 Fax. (979) 764-775 I : I �. L I ,� 1 6.m.m.- - - .m.,...m...,A I .--I..L I r I L . . I I I L It____ - I - . I . . . . - I :. I L I I I . I I I . II . . I I I L I I/_V-1 . L I L . 7.Vle,101 . I . I I . 11 I I I I II - I L I II II � L I I I I Lr. L . I .� I I I I 11 .1 I . L.. . L I I I . . r� / I I I . . . L L . .. I . . I I I . I . L. ,� I I i VICINITY MAP � � ..• ..�s . ' GENERAL NOTES, � �� .• / B 1. CONTRACTOR IS TO VERIFY THE EXACT (CAL N0� CONSTRUCTION NOTES. ; 1. DEVELOPER INSTALLS CONDUITS AS PER CITY q ♦ *. :* ,� .��_ LOCATION AND VERTICAL POSITIONING OF 1. THE CROSS SLOPE OF THE CONCRETE � � � ti ••••••.••••••••••••..•....... ` ,q E TE JOGGING � � �+ � / . �... ,.,•-_.� _.---•-' _ r�' �� � ry � s SPECS AND DESIGN. p 9 t>? . ( � { EXISTING UTILITIES AND SERVICE LINES WITHIN TRAIL SHALL BE 2% OR LESS. t' h GINGER L URSO THE PROJECT AREA, WHETHER SHOWN ON 2. DE y ? r ' PLANS OR NOT, AT LEAST 48 HRS. PRIOR TO DEVELOPER PROVIDES 30 OF #4 RIGID 2. THE. PROFILE SLOPE OF THE CONCRETE JOGGING O RS o 89503 t' CONDUIT FOR RISER POLES. DEVELOPER :, : '�, �� ;. ANY CONSTRUCTION. CONTRACTOR IS TRAIL SHALL NOT EXCEED 59e •. .•; r INSTALLS FIRST 0' G + • ate RESPONSIBLE FOR ANY DAMAGE DONE TO 1 CITY INSTALLS REMAINDER.' �. ! (, EXISTING FACILITIES. CALL 1-800-DIG-TESS. 3. 8" DIAMETER DRAIN PIPES 0 � `r5Y L-� T BE INSTALLED AT Q,.. .�• ONp �t / _ _._ i 3. DEVELOPER 0 TRANSFORMER 1 / ,> . r. ., ,_ l r VELD POURS TR N FORMER PADS PER • > � x � .. ,, b THE LOCATIONS SHOWN TO CARRY RUNOFF UNDER O •i / sDESIGN. CITY SPECS AND 2 ALL RADII AND DISTANCES ARE MEASURED ATHE JOGGING. TRAIL O THE SEAL APPEARING N TO THE BACK OF CURB UNLESS OTHERWISE % R ECT : THIS DOCUMENT WAS j 4. DEVELOPER INSTALLS PULL BOXES AS PER NOTED. " I . � s 4. THE CONCRETE JOGGING TRAIL SHALL BE q• AUTHORIZED BY GINGER L: CITY SPECS AND DESIGN. (PULL BOXES L THICK REINFORCED CONCRETE, 4000 PSI CC ION URSO Pi 89503 ON f i 3. ALL SITE WOR IS TO E DO I PROVIDED BY C T ROCK . , K 8 NE N 11Y) COMPRESSIVE STRENGTH AT 28 DAYS, WITH hBER �" JUNE 19 2009. / } [� t % 7 CONFORMANCE WITH THE BRYAN /COLLEGE.. MESH REINFORCEMENT. r STATION 2009 STANDARD SPECIFICATIONS FOR 5. DEVELOPER PROVIDES DIGITAL AUTOCAD 2000 P R AY - O r C WATER & SEWER AND THE CITY OF COLLEGE. VERSION OF PLAT AND/OR SITE PLAN. 5. THE PROPOSED GRILLS ALL T B 0 �= Z / •/ .. ...._..- � i > / 0 H NO E LOCATED TED r s STATION STANDARD SPECIFICATIONS FOR UNDER , t •�. THE PROPOSED. STRUCTURE. I � ,• _ STREETS & DRAINAGE. 6. DEVELOPER PROVIDES LOAD DATA FOR O - O r r \ a7 I - _ ,,<� �_:. , •� � PROJECT. a� V. THE AREA AROUND THE SWING SET Wil_(: M. J fn 4. ALL UTILITY LINES WATER, GAS, SANITARY PEA GRAVEL: THE AREA AROUND THE Z j . 7. DEVELOPER PROVIDES TEMPORARY BLANKET PLAYGROUND WILL BE POUR -IN-PLACE RUBBER. .- _ . -• SEWER, G.T.E., STORM SEWER, ETC.) SHOWN ( rkwa . to EASEMENT FOR CONSTRUCTION PURPOSES. am 0 FRtch Pa Y .. J , z..:: ARE TAKEN FROM BEST AVAILABLE RECORD 40 Will► (� Q 30 PIPELINE ESMT �' : ,_ :., , Stat NlghwaY p ¢ Iz : INFORMATION BASED ON CONSTRUCTION UTILITY 7. TREE BARRICADES WILL BE FORMED WITH , , m r x r, VOL. 534, PG. 84 := MAP DOCUMENTS 0 TAIN B FROM CITY & S. CITY PARK ELECTRICAL METER AND BRAKER ORANGE CONSTRUCTION FENCING. LOCATION., p >- ., � _• B ED. Y M PRODUCERS % -. : TO BE ON A SEPARATE SYSTEM. SHOWN 0 THIS P ARE m D ? = INDEPENDENT AGENCIES AND/012 ABOVE 5 N S LAN E APPROXIMATE, AND `t O 4 -- s = _ FIELD ADJUSTMENTS CAN BE MADE AS NECESSARY. C STL GATE 0 W GAS CO. ,= GROUND FIELD EVIDENCE. SHOWN POSITIONS t E: „ x S BDI ISION Q w Z _ COLLEGE STATION MAY NOT REPRESENT AS -BUILT CONDITIONS. - J C7 MONUMENT138 <t 1 �` ¢ to w # 5. THIS PROPERTY IS ZONED PDD AND R-1. IRRIGATION NOTES. �+ V LL' w PARK ND „t t :-` 1. IRRIGATION SYSTEM MUST BE PROTECTED BY DEDICATION 0 COCS to C� D LR ( 6. NO PORTION OF IS CT S IN A EITHER A PRESSURE VACUUM BREAKER 4. 6 � � RTI THIS TRA I WITH E i a SPECIAL FLOOD HAZARD AREA ACCORDING TO REDUCED PRESSURE PRINCIPLE BACK FLOW r PER CASTLE ROCK n DEVICE, OR A DOUBLE-CHECK BACK FLOW ,. _ THE FLOOD INSURANCE RATE MAP F.LR.M. , CI OF COLLEGE STATION PH 1A FINAL PL ,. ( ) f W COMMUNITY PANEL NO -48041C205 -D, DEVICE AND INSTALLED AS PER CITY V.VOL 8214 PG4.. 23 PARKLAND DE -DILATION 2 - . � : 3 ,. ORDINANCE 394. ... .:- ,• � 5� � �, � EFFECTIVE DATE 2/9/2000. 2 - 1.500 AC. _.: 6 � - _ _ : 7 VOL 5511 A ..., r � PG. 267 ..ALL BACKFLOW DEVICES MUST`S INSTA D _ T 2E INSTALLED 7. ALL ROOF .AND GROUND -MOUNTED , _Z ZONED R-1 r AND TESTED UPON INSTALLATION AS PER CITY -, ..: • _. -. > � � � � � �� MECHANICAL EQUIPMENT HENT SHALL 8 SCREENED O Q P E E C - ;, ORDINAN E 2394 � FROM VIEW. OR ISOLATED 50 AS NOT TO BE � ' H t NOT TO SCALE h- ,., SIBLE FROM ANY PUBLIC RIGHT-OF-WAY OR �' V 1 v , _ • 3. FURNISH ACCURATE AS BUILT IRRIGATION Z .> RESIDENTIAL DISTRICT .WITHIN 150. OF THE TI I Z NS ,. ,. PLA TO CITY OF COLLEGE STATION PARKS O SUBJECT LOT, MEASURED FROM A POINT 5 - PLANNING.SHO ONES VALVES HEADS r ABOVE GRADE SUCH SCREENING SHALL BEt0 ..;: CONTROLLER WIRING ETC. LEGEND IL . COORDINATED WITH THE BUILDING ARCHITECTURE � _ O Z t AND SCALE TO MAINTAIN A UNIFIED 4. SPRINKLER CONTROLLER TO BE LOCATED PARK BOUNDARY APPEARANCE. NEAR THE ELECTRICAL PANEL ■(n to w>- DEEB BOUNDARY - w Cr 8. 100% COVERAGE OF GROUNDCOVER, aLi F- - UNDERGROUND ELECTRIC LINE V O DECORATIVE PAVING, DECORATIVE ROCK NOT I . LL ` IRRIGATION SYSTEM UNE Q . LOOSE), OR A PERENNIAL GRASS. IS REQUIRED V) ) 7-- - PUBLIC UTILITY EASEMENT LINE (n w o ;•' / IN PARKING LOT ISLANDS. SWALES AND „ _ O W UJ Y f L DRAINAGE AREAS, THE PARKING LOT SETBACK s a, 21 SEWER LINE O i EA . A G 6" SEWER LINE O f �.. T w �+ W to • }�> j f i ---��--,. ..- ,� l / RIGHTS-OF-WAY,_ AND ADJACENT PROPERTY �' _ � W r v,� '' .�F• - - - ` = y y� DISTURBED DURING CONSTRUCTION. „ .. r: r/- 1 WATER LINE W to - �; FUTURE DEVEL�PMEN1` ? ,. ,,� .- � - f i i y� .' 9. EXTERIOR BUILDING AND SITE LIGHTING WILL R / rCASTLE ROCK SUBDIVISION , to T M1+// >'J MEET THE STANDARDS OF SECTION 7.10 OF THE EXISTING TREES w REM. OF 76.66 ACRE TR,AGT _ or } UNIFIED DEVELOPMENT ORDINANCE (LIDO). THE (APPROXIMATE LOCATION) VOL. 7527, PG. 214 ,,- �' LIGHT SOURCE SHALL NOT PROJECT BELOW AN I; H PROPOSE4, TREE BARRICADE / .. OPAQUE HOUSING AND NO FIXTURE SHALL, I O O �� :�� : ZONED PDD ..- ,.�-� :- oa rn a, I I Y OF C LL GE DIRECTLY PROJECT LIGHT HORIZONTALLY. (APPROXIMATE LOCATION) Lij 1 -' % FIXTURES MUST BE MOUNTED IN SUCH A pi Cat STATI N MANNER THAT 'THE PROJECTED CONE OF LIGHT _. - r y� Q o .- :� ; . s. / ; .; , , • , ,,. 22.083 C. DOES NOT CROSS ANY PROPERLY LINE. PROPOSED CANOPY TREE 1 } s � � ,__:--�. t �-~ `•-� ,;.. tea+ / , _ VOL 6974, G. 41 /p__1J/ /}f� /� O O : OVENAN S, € JVo 8 WOODEN FENCE CO (TION & / RESTRJCTIO S FIRE HYDRANT CITY OF _ COLLEGE 1+ ZONE R 1A y STATION ? '• r PARKLAND �+ DEDICATION N / ■ � < 1.500 AC. 20' -' VOL 5511, -_ -. VOL. P.U.E..U.E -'' , PG. 267 „�, y1 r< too- EAR�� _ PG. 164 -i LOODP AIN EMA FIR ) _ r t r UAREA LIGHTS I �4, '-� " LED TYPE,12"/HT. SCALE IN FEET wy,N ky ,Y6L GF'•' y;y: ,�- ,'1' -., FUTURE DEVELOPMENT CASTLE ROCK SUBDIVISIO ,�_•_ _,I� ,- y REM. OF 76.66 ACRE TRAC OL. 7527, PG. F• , n,r 6' WIDE,, .. -. : �: ZONED Fps; J t �, F 1 ' CONCRETE flRACTICE ._ x `WALK ,,, z : ;•' SD.�,CER f'�yryIDEOTWOR, ,ter a re rn qt •rf - - - `'t ,n-• JT ,/ *.�� a, .j t N 4' WOODEN SCREEN - } AREA LIGHTS =,' - FIELD ,, t , mmcooKt D. "m LED TYPE, 12 HT. P U;E. l� ALL _- --• ,. yM1 ;•. .. ... f PG. 234 f INSET A - EXISTING r. TREES�M 8 WOODEN FENCE 1 �f 0 P.U.E. \ OL. 577POOL `\ PLAYGR d PRACTICE 'mal--- -e's' _ --__. _:. �-' - ". rte,- -I - ;. •. - _ _'{t-:. UMBfI1.A \, - _ BAL12 1= IELD _ - - PARKLAND ai py I \ aE�xau s 4 a0000R -0EDICATION= TO CS - 1 CO � F unrsaaea 5 TY OF O -LE ,r;� .. 4.�s� .ACRis _ �ti f >x \ ;. r I r , PER GA51tE ROCK T+ S _ INSET A S ON ar r t 1 6 ,�tCR 10 PUE :. PH 1 A FINAL -PEAT: rs • : , -- -- :083 AC. o f r VOL:.$ 1 fi 3 1 EWALK VOL 9117, 4' Wa ,�T_ Pc. 118 N.T.S. VOL. 6974 PG. 41 �-' _ \ 3�• I f i � m'b 1 1 =• 4 ✓- �,.. \ COVENANTS,1,.T,E LAN C (TIONS & _ -� I f n PARKLAND Dm. CAS L 0 K ;: IC S � _. f - - -�,= - .. to cocs ? ,F " ; 1 0.162 ACRES AMENITIES `\ ADD Nl W TREES. ., .;f - -... �� •` PER CASTLE ROCit =r t s ' ' �y.rtiY,,�: r �•� ��-. .. .�.....� l_PH 28 FIN T res ENTER ^Y \ � 0. 1, A.VOLgni, I -: I! TL� S ROCK PcoMM�NEXISTING 15'PBLIC DRAT E TREES N0.071 .AC.VOL. 8214 PG34 '------- 6.025 ACRES� 4 4 LE ROC SUBDIVISION "yam STREETSCAPE REQUIREMENTS: � ' PHA E 2B .: �, CASTLE ROCK PARKWAY (MINOR ARTERIAL) FRONTAGE = 600 LF CASTLE ROCK SUBDIVISION 5 PUE y�� ��' EXISTING. 4 ,�x-�•.r.,� ,, -- `-�`-- CONCR�'i' VOL. 11 PG. 118 VOL. 9117, �. K;. CANOPY TREES REQUIRED = 19 600 LF 32 FT SPACING 18.75 ARK ZO .� PG. 118 i DEW K :. CANOPY TREES SHOWN NEW = 14 SIGN. (NEW) }, r�,.��Ta -' �� '- ROBERT STEVENSON SURVEY, A-54- v� y E- Vl� ,..._..._., � ,�� � , R•OC TH ... , _ -..... .. , ... �`7"""--``� EXISTING .CANOPY TREES COUNTED TO MEET_ REQUIREMENT = 5 r ,,7 Castle PAVEMENT WID E- .. � _. 3Ei � .. ,. , . f;-� .� ::?z <� a. ! , x,.<..,. a S�6-r,_.,.6-6 _ - .,.:;- ✓. - I COLLEGESTAT ON BRAZOS COUNTY .TEXAS s 70 ROW r_. s_e- --- _------- ---__ �s i ,' •,.•s-'"- COMMON AREA :. - s -e------- - -� �. f t F- 4 --- ___---------------- NO. i _ - �.,, ..5-8 - __ , S LE. 1 -5 JUN 2009 f' f�- o s ==-0 E 12 _ -- _ -- :.- .::E._ ---5-6 - C AREA ~1:, i COM 't,, 0.60 CRES - ., s_o------- ---------------- ---------- _ � _ _ ., s- - NO. 10A S -; ___---- 0 ER/DEVELOPER. f : I 0.590 AC. __------- r s -' P iris Investors, Gre sLLC f --------------- -------------- ENGINEER: I n r __ __-- - ----- - ------------ --�-;' - 449 Casty ate' Drive aJ I --- - - --------------- ->• ___-------- - T � _ II t ________ _ - ---- -- - Coll ge Sto{ on, ''TX 77845 ' I ------- - _ _ 1 i_ f > __ _ -crim 77 pp - J 1.IIEl,V`l l.�t� - - ---- - _____ _-_ -_- -- f -----� ,T (97) 690- 250 � _-- --- � CIVIL ENGINEERING & DE LGN -BUILD SERVICES „• - _ r t , r 1 *•! __ ______-- -- - , I �/ Ginger L. Urso P.E. 20 P.U.E. ________-- -� I , t r cD 9 AP LICA T. VOL. 4328, I N I r I I } I 2033 Harvey Mitchell Parkway South is r. PG. 164 Wa ace F Illlps, Manager College Station, Texas 77840 ' I Gre s Frai' s ! 'vestors LLC _ , Oji ;? i I ; I 1 , ♦�♦ 449 1 Castlegate Drive X P.O. Box 11929 College Station, Texas 77842Coll ga Sta on T 77845 (979) 764-7743 Fax: (979) 764-7759 (97 1) 690 250 ,4/ 4 ) . NOTES: . SURFACE FINISH SHALL COMPLY. WITH TAS REOUIREMENTS: . I CROSS SLOPE .t. ' SIDEWALK PLACEMENT SHALL BE. IN ACCORDANCE WITH 8/C5 UNIFIED DESIGN GUIDELINES. I 2% MIN. _<Ii. . 2. FINISH: LIGHT BROOM FINISH. JOINTS TO BE TOOLED. 1" DEEP AT AN INTERVAL EQUAL TO THE SIDEWALK WIDTH. EXPANSION JOINTS f WIDTH FULL W D AND DEPTH Of CURB RAMPS SHALL ► HT REFLECTIVE L G V TEXTURE THAT I NIFI T Y AND S G CAN L 0 40' O.C. CONTRACTION JOINTS 0 4' O.C. CROSS SLOPE W 3. IN T T ANY CONCRETE TRUCTUR ADA T DOWEL AND IE 0 S E J CEN T 1 (DRIVEWAY. T TI .% T 0 SIDEWALK (OR VEWA , INCE BOX, CURB. JUNCTION. 80 , ETC.) ALK CROSS SLOPE SIDEWALK AX. i/. MIN. MAX., z _ J .. .. .. .. WITH 3 x 12 BARS 0 12 O.C. OR 4 x 12 BARS 0 18 O.C. . •. 0 4% 2 / t 2 - �� 4 COMPACTION: PAT R MATERIAL COMPACTED Y ITY COM AC ON COMPACTED SUBG AQE M E AL COM AC T A N ITY AT T % F I GENS AS ED 0 DENS LEAS 98 0 MAXIMUM OR ., .. .: . .. . • . - : DETERMINED BY PROCTOR COMPACTION TEST ASTM 0698 (STANDARD)AND SHALL BE 0-4% WET OF THE OPTIMUM MOISTURE CONTENT : tz=z i I- `� o: WIDTH F F I 5: A I ARP TRI HAS E Y T A H P F T LENGTH 0 SIDEWALK. MINIMUM CLE PEDESTRIAN W D DEFINED B AS AND AD SHALL BE PROVIDED OR ENTIRE LEND 0 B 'TYP W o. o. 6' SroEWAL I- I• .. • • - . T NO E WITH EXPANSION SEAL W E ANS ON THIS DOES NOT TAKE INTO ACCOUNT DRAINAGE REQUIREMENTS - BERMS MAY BE REOUIRED JOINT MATERIAL SMOOTH shoo DOWEL taAa .. " " 1/4" R 1/2 0 X t8 • 12 O.C. 3 -4'• tCOATEO,W/HEAVY CREASE) I .... , _ 3 0 MIN.. ; . -5 •p^ VARIES-� , ; F TH OUTSIDE 0 S SIDEWALK. E .� I ' OF STRAIGHT CURB. LOCATED ON EACH SIDE I OF THE CURB RAMP AND WITHIN THE , ' MARKED CROSSING. F Y.M AX. * y y7. + - 4.. - I - I _._ . : - Y+' •Y P r . 1 t - / T 4 SEE NO E 0 l• � o� P 5' n ' ' - Id er t e t w Y . U a y � l I '• k _ NON -EXTRUDING F R NONE UDING (LLE + n , � n .. •' 4 Mi%ll 51 + +• 11 ... 03BARS a 12" O.C.E.W. OR . 28 -DAY CONCRETE - o,. . e * " e ee__ :.:! a T R PLASTIC AP INSIDE I T R T 3" LONG METAL 0 LAS C C SDE 0 AME f 0 BE STRENGTH 4 BARS 0 18" O.C.E.W. 5 RENG H 3000 psi .. .. h .... .• /s GREATER THAN DIAMETER OF DOWEL BAR. CAP MUST BE .. t4. THI K IN ) C M al + I * .. . < .. '" S HT VR F HAVE TP LONG ENOUG 0 CO E 2 0 DOWEL AND E S 0 50 " -11 . SEE FINISH NOTE r w �, >:..: `��; 01 d PER TAS ' END OF.CAP IS T' FROM END OF .BAR. . I STANDARDS- _.. . SIDEWALK EXPANSION'.. SID K E;XP SON E AL N LOCAL STRE TS ALONG : ►-a E--1 .. .... w n fir, CON TRUCTION OINT S J . SIDEWALK SLOPE REQUIREMENTS S S O U Q \ \ �' .VARI W I S 00 A R FORMED, SAWED 0 0 MED .. 1/ T /1 WITH XP 8 0 3 6 SEAL W EXPANSION ON /• 5'kS' . i' LANDING PROPERTY UNE \ q 'T4t, 3 0 MIN. 6 0 ES a ------ .. -- 4 4' RAM * wro TH * : T AT RI MI JOIN M E AL. N. . E- /. MAX. 2 . 4 4 1 I z/ STRUCTURAL T T x 3 6 C U STEEL TUBING 5 U ALS E * 4' RAMP `Q s WIDTH * ,yea. ... .•.•...:: T 4 SEE NO E ,' • %� .. : r E .'.'. ' O.C. MAXIMUM -•- O.C. MAXIMUM- -� i * VARIES * 3' . t „ 2 O.C. . VARIES •' � -Y .. . , . • 1 , .. _ 4 DETECTABLE ............. .....WARNING......I * 2• •. •. .. * : * . ..•• -4" WARN NG ... - - . . SURFACE . .............................. .....' BACK OF CURB . CURB HIEI.G�HT BACK OF CURB BACK OF CURB DETECTABLE WARNING . E ' AY CONCRETE 3 BARS 0 12 O.C.E.W. OR 28 0 CONC E E CURB HEIGHT VARIES (TYP) 5" SURFACE . . 14 BARS 0.18" O.C.E.W. STRENGTH. 3000 psi 5 SIDEWALK AMBULATORY 6 SIDEWALK AMBULATORY RAMP AT STREET INTERSECTION RAMP. AT STREET INTERSECTION RAMP AT STREET INTERSECTION SE3-01 SW3-00 SW3-02 I * SURFACE FINISH SHALL COMPLY WITH TAS REQUIREMENTS: * 4.Y RFA FINISH H H COMPLY WITH T R T :.EOUI SURFACE INS SHALL COM L W AS EOUIREMEN S FULL WIDTH AND DEPTH OF CURB RAMPS SHALL HAVE A I '. •, ;: ... . * SURFACE FINISH SHALL COMPLY WITH TAS >R R NTS:: , EME :• '•••'. �' FULL WIDTH AND DEPTH OF CURB RAMPS SHALL HAVE A I .' J FULL WIDTH AND DEPTH OF CURB RAMPS SHALL HAVE A ..•; LIGHT R F •. L G T ELECTIVE VALUE .AND TEXTURE .THAT SIGNIFICANTLY _ SIDEWALK CONTRACTION OINT 4.. THICK : ( C MIN.) . SEE FINISH NOTE 5 CONTRASTS WITH THAT OF ADJOINING PEDESTRIAN ROUTES. .. -_-*.-.' I ..• CONTRASTS WITH THAT OF ADJOINING PEDESTRIAN ROUTES. I CONTRASTS WITH THAT OF ADJOINING PEDESTRIAN ROUTES. WARNING SURFACE SHALL 8E DARK RED IN COLOR. . •� WARNING SURFACE SHALL BE DARK REO IN COLOR. . WARNING SURFACE SHALL BE DARK REQ IN COLOR. .. . . I... . ...,. -:.�. . + . / '.,..': .* - . :;. P 25'R. CROSS SLO E NOT TO EXCEED y 2Z OR BE LESS THAN T/• ON ANY i 25'R / CROSS SLOPE NOT TO EXCEED Y . • •:.• I '' " ' ..... CROSS SLOPE NOT TO EXCEED 25' R. ' . �.. • .•'. /." THAN Y . ••. 'I`) I 2 OR BE LESS AN 1% ON AN 1� ' I y. PORTION OF RAMP OR TRANSITION \ I , 2% OR BE LESS THAN i% ON ANY • I PORTION OF RAMP OR TRANSITION `\ ...... i PORTION OF .RAMP. OR TRANSITION � .• • TO STREET TO STREET `�� , I, � /^\ / 125'R. / /� \ i _ / / \ * I . /� \ 5'X5' < LANDING PROPERTY LINE I 1 .+ * 5'X5' PROPERTY LINE / - LANDING 1 � ,� I ALONG. MINOR COLLECTORS ./ 1 - - - �. a * I RAMP W I 4' WIDTH I - ,--- ,• _ WIDTH T, ' I WIDTH •Q VARIES J ':.' 11 --Ill--, VARIES I I VARIES .:. I I,. i �\41 2'MIH. RURB ALIGNED + \ 1 5' SIDEWALK 2' MIN. CURB ALIGNED + \ 1 _ : WITH CROSSWALK \ 2' MIN. CURB ALIGNED \ 6' SIDEWALK WITH CROSSWALK ` I i ..;. W CROSSWALK y y \ I I ____ 8' SIDEWALK \ ' •...• + \ + I � I ._ gg ALLE OM SD INTO + * 2' `` \\ ----�ETECTA�tzE-------- WARNING 6" -` " O.C. i ___- WARAIfV,�I'E-----=-- SURFACE ,: i AND LA RGER ", " 4x2 x3/16 STRUCTURAL STEEL TUBING " R T CONC E E SIDEWALK 3-1/2" // . 4"x4"x /1 STRUCTURAL ISTEEL TUBING 1"X1 '16". STRUCTURAL STEEL TUBING � . . � . . SEE CONNECTION DETAIL ;. ..• .;I RAMP AT STREET INTERSECTION . SW3-05 ,1 _ DE ECTABLE..WARNING J . � . .4i=d - J:�� ,�, . . '. .. •. . ��•�.. I E _--- SURFACE + + I + - CITY OF .. ''•v• •; E , 8' SIDEWALK , ACCEPTABL . E PAVER t,=. DIA. BOLTIC �� ys. a _15" 6" MATERIAL.. 8'-0"- VARIES-�TYP AL EDE T1�;IAN P S 1'• MAX. SAND LAYING COURSE E The Good Life E_2%MAX._ GUARDRAIL CONNECTIONDETAM ACCEPTABL PAVER MATERIAL . -• ",tom \_ ::.( SEE NOTE 4 . SWI -01 . 5' MIN. _ RAMP* .. : • SIDEWALK PAVER SECTION � SEE NOTE 3. -DAY CONCRETE GENERAL NOTES: • SIDEW 28 03 BARS Q 12" O.C.E.W. OR STRENGTH= 3000 psi 4' MIN. . 4 AR Q 1" (4" THICK i) BARS 8 O.C.E.W. C MIN.) ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED BY CONSTRUCTION SEE FINISH. NOTE SHALL BE ADEQUATELY BLOCK SODDED OR HYOROMULCHED AND WATERED UNTILGROWTH IS ESTABLISHED. . IN DEVELOPED AREAS WHERE GRASS IS PRESENT, BLOCK SOD WILL BE REOUIRED. BARED AREAS SHALL •::.: ::: ALONG MINOR COLLECTORS BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF LAST DISTURBANCE. 1:12 SLOPE MAX. APPROVED EROSION CONTROL MEASURES MUST. BE INSTALLED DURING THE ENTIRE TIME THAT EARTH HAS. . T AND LARGER BEEN BARED BY CONSTRUCTION AND SHALL STAY IN PLACE UNTiL ACCEPTABLE VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND THEN REMOVED BY CONTRACTOR. T r 1v.a SIDEWALK CONCRETE SIDEWALK : ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER EVERY RAIN. . . 3 SWI -02 .. ... GENERAL NOTES FOR DETECTABLE . DETECTABLE WARNINGS . _ WARNING SURFACE PEDESTRIAN FACILITIES i" CURB RAMP MUST TAI T GENERAL NOTES S US CONTAIN A DETECTABLE SURFACE T.A - H - F _,o CONSISTS OF RAISED TRUNCATED DOMES COMPLYING WITH SECTIO 1.- tnWt' 4.29 OF THE TEXAS ACCESSIBILITY T W v E.S ANDARDS (TAS). THE t. L SLOPES ARE MAXIMUM. ALLOWABLE. THE T P t >A� E LEAS POSSIBLE SLOPE THAT WILL . a W LANDING RF o A T T T SU C C R 1 EMUS ON V Y IT AS U H VISUALLY w ADJOINING SURFACES. I S ES T R P IL AI R P R Y H a: 0 0 E L S OUL T S 0 BE USED. R R AOJUS CUB AMP LENGTH R R WO G � _ADE 1 I F -� a :- o INCLUDING SDE CARES. FURNISH DARK BROWN OR DARK RED cn . ;� OF APPROACH SIDEWALKS AS DIRECTED. et.p.a.+�.bn.4.p.: MAX. DETECTABLE WARNING SURFACE ADJACENT TO UNCOLORED z R T CONC SPECIFIED E E UNLESS N SSS C IE R T P E D ELS W IN ELSEWHERE E HE PLANS. . 0 o• •.a.p:a:p:: • a• AND USUAL 2. LAND GS SHALL BE A' S' X 5' MINIMUM WITH A MAXIMUM 2% SLOP Y - , z o:a::o.o. 0::b: � E IN AN •...b.;..... DIRE( TI - N _ 2.OETECTABLE WARNING SURFACES MUST IP RESISTANT T T S BE SL ESS AN AND T AT T . NO ALLOW W ER 0 ACCUMULATE. UMULA E.. V R PA > _ ANEu E G S CE AT TH TT F 3. M E BO OM O C RAMPS H 1N CURB AM S S ALL BE A MINIMUM OF ,_,.•, 3. ALIGN TR AT I THE 4' X 'WHOLLY CONTAINED WITHIN THE:CROSSWALK AND HO Y T 1 TRUNCATED DOMES N E. DIRECTION OF PEDESTRIAN '� W LL OU S OE . PAR HI :: TRAVEL WHEN ENTERING THE STREET. THE AL�EL VEHICULAR TRAVEL PATH. . 6" MIN. FACE OF CURB 8 1MAX. 0 M H ARA H S ADEQ AREAS ON SHEETS 4.1 1 AT T 'AXI S 3 AND NO C E HE 4 MUM LOW L R P . M AB E CROSS SLOPE ON SIDEWALK AND .CURB RAMP IS 2%. APPROXIMATE LOCATION FOR THE DETECABLE WARNING , SURFACE FOR EACH CURB RAMP TYPE. R RAMP, 1 5. CUB AM S WITH RETURNED CURBS MAY BE USED ONLY WHERE PEDESTRIANS TYPICAL PLACEMENT.OF DETECT . ABLE WARNIN G 0 N NORMALLY K 0 0 MALL ACROSS T R P W WALK 0 S ITH C S HE AM E R TH T T ,,,I � E BECAUSE E ADJACENT 5: QE EC ABL WAR N SURFA H •• "`1 RAMP, EITHER NIC. CES SHALL BE A MINIMUM OF 24 IN RF 1 P TI - U CE S LAN NG R OTH R K F S 0 E NON WAL INC UR A E R T I SURFACE 0 BECAUSE HE SDE PTH 1 THE T • . SURFACE ON LANDING AT STREET EDGE FU N E DT EC ION OF PEDESTRIAN TRAVEL. AND EXTEND TH APPR ACH IS SUBSTANTIALLY OBSTRUCTED. OTHERWISE. PROVIDE FLARED SIDES. FULL WIDTH OF THE CURB RAMP OR LANDING WHERE THE PEDESTRIAN R A ROUTE WOES AN CC ENTERS T STREET., ESS OU N R EE E S HES EE. 6. AQDI IDNAL INFORMATION ON CURB RAMP LOCATION. DESIGN LIGHT RELECTIVE VALUE W2- . I, S • I 00 AND EXT RE MAY BE. FOUND IN THE CURRENT EDITION Of THE .TEXAS ACCESSIBILITY 6. DETECTABLE WARNING SURFACES SHALL BE LOCATED SO THAT TIE ... .. T AR tT ) 1 T - . .. S DSS AS ANO 6 AC 9 68.102. , . EDGE NEAREST THE CURB LINE IS A MINIMUM OF 6 AND I MAXIMUM OF 10" FRO T XT I F T F F M HE E ENS ON 0 HE ACE 0 CURB. : DETECTABLE WARNING SURFACES MAY. BE CURVED ALONG THE 7. TO SERVE AS A PEDESTRIAN REFUGE AREA, THE MEDIAN SHOULD BE A MINIMUM . o CORNER RADIUS.. OF 5 WIDE MEDIANS SHOULD BE I T PROVIDE A ! . c .. DESIGNED O O roE CCES518LE PASSAGE . . L Landing OYE OR HROUGH THEM. 9 m a+ v 7. ACCEPTABLE PAVER MATERIAL SHALL BE CLAY VITRIFIED I . v>„ o POLYMER COMPOSITE PRECAST POLYMER CONCRETE,. m E E.. 8. CRO WAL DIMENSIONS CROSSWALK. MARKINGS AND STOP ARLOCATIONSH : a..� AND CONCRETE. . B SALLBE Detectable warning t As 5 OWN ELSEWHERE IN THE PLANS. AT INTERSECTIO S H RCROSSWALK: 9 sur ace ( N WHERE E (Domes run K . Do to u parallel G I E NOT. R R R R H oro a to MARKINGS EOUI EO CURB AMPS SHALL IG WITH THEORETICAL , , P M BE ALIGNED W HEO E CAL e ri n r dost o travel) U P e 0 WAL S OR AS DIRECTED Y THE 4 x.1. CR 0 EC EO 8 E ENGINEER. Mo orid UsualIS T G FEATURES THAT Y WITH T AY . . - 9. EX COMPL W ASM REMAIN IN PLACE UNLESS -�:. TH i H .. _: E W SE S OWN ON . THE P _ _ . /Nd :b.0:b:�a.b:ly.f). _ - O CANS. -:a::o:a• ::o:: . . Q .. b. til - . o Srd tl o•p Dot ::o e ore ;�f,p%qp. YP1 .. 10. H AILS ARE NOT REQUIRED ON CURB RAMPS. PROVIDE CURB RAMPS WHEREVER; . . ....:. tx .O:.1 I N CES ISLE ROUTE CROSS (PENETRATES) A 0 ESCURB. ,. . .. . 11 P AT R RAMP E E U 8 AM AND L FROM A T I K Y T S LANDINGS OM AOJ CEN S OEWAL AND AN OTHER _ T IT - ELEM NTS H PREMOLO OR BOARD JOINT OF 3/4 UOTHERWISEIR T . „ Face of UNLESS DIRECTED EO 6 mm Y T E GI R B NEE . .. curb _ . 1 m 0 ox T 12. PRO OE SM00 H TRANSITION WHERE THE CURB RAMPS CONNECT TO THE STREET: .TYPICAL PLACEMENT OF DETECTABLE . .-1. . P H T X i. WARNING SURFACE ON SLOPING RAMP RUN% 13. FL ESL E SHALL NO E GEED OY MEASURED ALONG CURB. LINE.:.. SW2-Ol . GENERAL NOTES (PAVERS) /!E n 1; r 2 FURNISH DETECTABLE WARNING PAVER UNITS MEETING ALL v RE U R NTS F T Y I T Y T . Q EME 0 ASTM C 936 C 33. LA N A TWO B WO O . i' UNIT BASKET WEAVE PATTERN OR AS DIRECTED, s- F-�j r-ri . 5' x 5'. e �I - Y F 1 UNITS T FIRST F L ULL S N R Y R IT E ZE U S S FOLLOWED B CLOSURE UN r T 1 S - O - t C LANDING TI F •� o c I CONS S NG 0 AL LEAST 25 PERCENT Of A FULL UNIT. CUT._ v 6-Z - y ' DETECTABLE WARNING PAVER UNITS USING A POWER SAW. ,a>o ; .2 0 0 4- O O O O Z^ o en w Landing o ..v > v .m 0.0 0 0 m o t" - R AR PA t t ND.3 EB AROUND VER NET =W S o . v Detectable wornln `�1 Pver with r e co o w t l un d . AR PAVER WITH F��-i DETECTABLEW NING E W 4" Mox dome surfaceT� � EXPANSION JOINT TRUNCATED DOME SURFACE V ,..Z W _ DETECTABLE WARNING PAVER and Usual As Eoul Eo i ib i" MORTAR BED SHALL CONFORM TO c a :. •: ; :` :: APPLICABLE SPECIFICATIONS N )_ SIDE FL c c A A SIDE ARE .. :...:.: :de (tor ITYP) i•10 SLOPE - CONTROL JOINT PERMISSIBLE B .............:..:. (T picot) SBLE . N MAX. N Y . (TYPICAL) �. " o a _ II .: �c = �' ¢ Foc t . Q. eo " 6. 6. Face of curb ,-•r MINA curb (TYPICAL) 4 RAMP WIDTH (TYPICAL) �'1 CAL) No.3 REBAR AT (TYPICAL) I TRUNCATED DOMEPATTERN W TH Y CLASS A CONCRETE - SHALL CONFORM �B" t AX,) ON -CENTER CURB RAMP eo wA s TO APPLICABLE SPECIFICATIONS TYPICAL AMBULATORY RAMP W �� FLARED WINGS SECTIONA A O DETECTABLE WARNIN PAVE G R � -1 . � I I . .I I . \ I � I . �� � � I ..-, � I 1. � � � � I I . . S W2-02 . 13E2-03 I I I . � � � I . I I I . I �. I I I �E . . � . � I I � � I 1. � � I SURFACE FINISH SHALL COMPLY. WITH TAS REOUIREMENTS: SURFACE FINISH SHALL COMPLY WITH .TAS- REOUIREMENTS- *SURFACE FINISH SHALL COMPLY WITH TAS REQUIREMENTS: FULL WIDTH AND DEPTH OF CURB RAMPS SHALL HAVE A (ALOE _<Ii. F WIDTH PTH F P H FULL W D AND OE 0 CURB RAMPS S ALL 1 HT REFLECTIVE V TEXTURE THAT I IFI T Y L G ALUE AND S GN CAN f WIDTH FULL W D AND DEPTH Of CURB RAMPS SHALL ► HT REFLECTIVE L G V TEXTURE THAT I NIFI T Y AND S G CAN L LIGHT REFLECTIVE VALUE AND TEXTURE THAT SIGNIFICANTLY •.. CONTRASTS WITH THAT. OF ADJOINING PEDESTRIAN ROU ES i F H ARK R R I .. WARNING SUR ACE S ALL BE 0 EO IN COLO � CONTRASTS WITH THAT OF ADJOINING PEDESTRIAN ROUTES' WARNING SURFACE SHALL BE DARK REO IN COLOR. CONTRASTS WITH THAT Of ADJOINING PEDESTRIAN ROUTES. I . . : . ARI RFA H ARK -R I R :' •.: WARNING SURFACE SHALL BE 0 EO N COLOR. i : :'!. : ., .. .: . .. . • . - : I - � I . . . I � . . . I .. I . I �. y I. 8' SIDE ALK I 5' SIOEWAL�t t M 6' SroEWAL I- I• .. • • ** DIAGONAL CURB RAMPS WITH FLARED SIDES SHALL HAVE AT LEAST A 24" LONG SEGMENT . **DIACONAL CURB RAMPS WITH FLARED SIDES i ** DIAGONAL CURB RAMPS WITH FLARED SIDES SHALL HAVE AT LEAST A 24" LONG SEGMENT F STRAIGHT CUR LOCATED ON EACH SIDE 0 B I OF THE CURB RAMP AND WITHIN THE : . SHALL HAVE AT LEAST A 24" LONG SEGMENT + OF STRAIGHT CURB LOCATED ON EACH SIDE / I ' OF STRAIGHT CURB. LOCATED ON EACH SIDE I OF THE CURB RAMP AND WITHIN THE , ' MARKED CROSSING. OF THE CURB RAMP ANO WITHIN THE ' . tr MARKED CROSSING. MARKED CROSSING.. . t /: . t - / • ... _ . •. / . 25-R. • , 25' R. / � 11 ... Z .. SLOPE . .. 1. . . CROSS SLOPE NOT. TO EXCEED : . . THAN. T T 25• R. R S S X OS LOENO OE CED C E �/ PORTION OF RAMP. OR TRANSITION •• ' .:. • ,. PORTION OF RAMP OR TRANSITION / TO STREET ., ,, 2/• OR BE LESS THAN 1/. ON ANY -TO STREET / \ :• . - 25 R •/ PORTION F RAMP R TRANSITION 0 ON 0 AM 0 RAINS ON I : ►-a E--1 TO STREET \ 5'XD' \ \ / \ ... • \ . , 1.•� LANDING M PROPERTY LINE ! \ E i" \ _, H /• 5'kS' . i' LANDING PROPERTY UNE \ q 'T4t, s'xs' PROPERTY LINE i AN INC • \ \ R HINT CUB HEIGHT VARIES ITYP) a ------ .. -- 4 4' RAM * wro TH * \ f _ d v - - - - p 4 4'R p1. AM i . ry * 4' RAMP `Q s WIDTH * ,yea. 5' SroEWALK .. '"` j� r •. t4E ,' • %� .. : r =r VARIES / .'.'. W SIDEWALK .:' : ;% �. f ,/' •;.• a . i * VARIES * 3' . t •. . VARIES •' � -Y '1DETECTABLE . • �. •.•.: �\ •, ' ' • ' 8' SIDEWALK 4 DETECTABLE ............. .....WARNING......I * 2• •. •. .. * : * SURFACE ACE WARN NG ... - - . . SURFACE . .............................. .....' BACK OF CURB . CURB HIEI.G�HT BACK OF CURB BACK OF CURB DETECTABLE WARNING VARIES ITYP) U CURB HEIGHT VARIES (TYP) . . SURFACE . I 8 SIDEWALK AMBULATORY 5 SIDEWALK AMBULATORY 6 SIDEWALK AMBULATORY RAMP AT STREET INTERSECTION RAMP. AT STREET INTERSECTION RAMP AT STREET INTERSECTION SE3-01 SW3-00 SW3-02 I * SURFACE FINISH SHALL COMPLY WITH TAS REQUIREMENTS: * 4.Y RFA FINISH H H COMPLY WITH T R T :.EOUI SURFACE INS SHALL COM L W AS EOUIREMEN S FULL WIDTH AND DEPTH OF CURB RAMPS SHALL HAVE A I '. •, ;: ... . * SURFACE FINISH SHALL COMPLY WITH TAS >R R NTS:: , EME :• '•••'. �' FULL WIDTH AND DEPTH OF CURB RAMPS SHALL HAVE A I .' J FULL WIDTH AND DEPTH OF CURB RAMPS SHALL HAVE A ..•; LIGHT R F •. L G T ELECTIVE VALUE .AND TEXTURE .THAT SIGNIFICANTLY LIGHT REFLECTIVE VALUE AND TEXTURE THAT SIGNIFICANTLY ,• ' y LIGHT REFLECTIVE VALUE AND TEXTURE THAT SIGNIFICANTLY CONTRASTS WITH THAT OF ADJOINING PEDESTRIAN ROUTES. .. -_-*.-.' I ..• CONTRASTS WITH THAT OF ADJOINING PEDESTRIAN ROUTES. I CONTRASTS WITH THAT OF ADJOINING PEDESTRIAN ROUTES. WARNING SURFACE SHALL 8E DARK RED IN COLOR. . •� WARNING SURFACE SHALL BE DARK REO IN COLOR. . WARNING SURFACE SHALL BE DARK REQ IN COLOR. .. . . I... . ...,. -:.�. . + . / '.,..': .* - . :;. P 25'R. CROSS SLO E NOT TO EXCEED y 2Z OR BE LESS THAN T/• ON ANY I 25'R / CROSS SLOPE NOT TO EXCEED Y . • •:.• I '' " ' ..... CROSS SLOPE NOT TO EXCEED 25' R. ' . �.. • .•'. /." THAN Y . ••. 'I`) I 2 OR BE LESS AN 1% ON AN 1� ' I y. PORTION OF RAMP OR TRANSITION \ I , 2% OR BE LESS THAN i% ON ANY • I PORTION OF RAMP OR TRANSITION `\ ...... i PORTION OF .RAMP. OR TRANSITION � .• • TO STREET TO STREET `�� , : TO STREET ` n :. .: 1 r . r 25'R. I /^\ / 125'R. / /� \ i _ / / \ * I . /� \ 5'X5' < LANDING PROPERTY LINE I 1 .+ * 5'X5' PROPERTY LINE / - LANDING 1 5'X5' t 1 PROPERTY LINE / \LANDING + - - - -- - \ h Vb* - RAMP a �] I ./ 1 - - - �. a * I RAMP W \ 4' RAMP 4 Z j - 1 4' WIDTH I I ,--- ,• _ WIDTH T, ' I WIDTH •Q VARIES J ':.' 11 I VARIES I I VARIES .:. I I,. i �\41 2'MIH. RURB ALIGNED + \ 1 5' SIDEWALK 2' MIN. CURB ALIGNED + \ 1 _ : WITH CROSSWALK \ 2' MIN. CURB ALIGNED \ 6' SIDEWALK WITH CROSSWALK ` I i ..;. W CROSSWALK y y \ I I . i 8' SIDEWALK \ ' •...• + \ i I 1 * 3• y * \ I `\ + * 2' `` \\ ----�ETECTA�tzE-------- WARNING I + + . I - ----Dg TEgCTA�LE-- - - -- -- 11 WARRING i ___- WARAIfV,�I'E-----=-- SURFACE ,: i SURFACE SURFACE ID 8 S EWALK AMBULATORY ' 5 SIDEWALK AMBULATORY , 6 SIDEWALIC AMBULATORY . RAMP AT STREET INTERSECTION RAMP AT STREET INTERSECTION SW3-04 RAMP AT STREET INTERSECTION . SW3-05 ,1 _ DE ECTABLE..WARNING J SW3-03 . . � . � I I � � I 1. � � I I I � .1 _<Ii. omo** . � I I I � � . I . 11 . I I . . I � 1. I � I � I . � . I I .1 I I � 1- � 1. 1.„ : ,•. . I I I I � I I I . : . i : ., .. .: . 04 : I - � I . . . I � . . . I .. I . I I � I M < . : . I ' . . .., Z . .. 1. ' .:. 0 - . . . . - I : ►-a E--1 . , 1.•� H . W . •. • ,: : . U . . . _ W ;;:. •.: I ,..I U ...,. . II . . . CROSS"SLOPE 'NOT TO EXCEED - 2/. OR%BE=LESS THAN i% ON ANY I . . . . I P . CROSS SL ENT T 0 0 0 EXCEED 2Z 2/. OR BE LESS THAN tI. ON ANY PORTION OF RAMP OR TRANSITION.:. ,, , I I CROSS SLOPE NOT TO EXCEED _ . 2/. OR BE LESS THAN 1/. ON ANY ...PORTION Of .RAMP OR TRANSITION . PORTION OF RAMP OR TRANSITION TO STREET . TO STREET / , . TO'STREET . : . /; / / / PROPERTY / . PROPERTY LINE PROPERTY LINE ' I LINE / /. w ,: i I ' / y - + Y .. __ '_ DETECTABLE WARNING y - - - SURFACE. Yy I': ,1 _ DE ECTABLE..WARNING J __ _ DETECTABLE WARNING SURFACE . y . + + - 1 , '. I� � _--- SURFACE + + I + - CITY OF BRYAN . . . 8' SIDEWALK E E The Good Life Texas S rle." __ . W SIDEWALK . 5' MIN. _ RAMP* .. : • • SIDEW 4' MIN. RAMP* Q. r- I RAMP •::.: ::: 1:12 SLOPE MAX. :. 11 E 1:12 SLOPE MAX. : 3 12 SLOPE MAX • .: y . y.: J •Y + y EXPANSION JT. 6 EXPANSION JT. d SMOOTH DOWEL BAR, . 2' BACK +.y OF CURB EXPANSION JT. 6 . SMOOTH DOWEL BAR, 3• + y I SMOOTH DOWEL BAR, 1/2" DIA. X 16". WITH . I . BACK 1/2" DIA X 16". WITH . CAP 0 12" O.C. 1/2" DIA.. X 16". WITH CAP Q 12" O.C. g OF CUR K + + B CAP 0 12" O.C. (COATED W/HEAVY OF CURB (COATED W/HEAVY GREASE) GREASE) W/HEAVY .1 ) 1 GREASE) 6' MIN: WMIN.* _ 6' MIN. 3 1 DRAWN BY: C.L.M, . . . DATE: 01-01108 8' SIDEWALK AMBULATORY P U SIDEWALK AMBULATORY. RAMP ' SIDEWALK i EWA,LK AMBULATORY RAMP SCALE: N T s AT STREET INTERSECTION &.DRIVES AT STREET INTERSECTION & DRIVES j� T S T) l REET INTERSECTI N O & DRIVES APPROVED . P. K. SW4-00 . SW4-01 . SE4-02 FIGURE- THIS DOCUMENT IS VICINITY MAP RELEASED FOR THE PURPOSE OF REVIEVV QE�ft NQTES: =TRICAL NOTES. TjON NOTES CONsTRuc 1. ONLY UNDER THE ACTOR IS TO VERIFY THE EXACT 1. DEVELOPER INSTALLS CONDUITS AS PER CITY JOGGING 1. THE CROSS SLOPE OF THE CONCRETE J orr AUTHORITY OF GINGER LOCATION AND VERTICAL POSITIONING OF SPECS AND DESIGN. TRAIL SHALL BE 2% OR LESS. L. URSO, P.E., ENSIE EXISTING UTILITIES AND SERVICE LINES WITHIN y.0. V 'A I.P.11 THE PROJECT AREA, WHETHER SHOWN ON 2. DEVELOPER PROVIDES 30' OF #4 RIGID 01 6' LIC PLANS OR NOT, AT LEAST 48 HRS. PRIOR TO 2. THE PROFILE SLOPE OF THE CONCRETE JOGGING NO. 89503, ON JUNE CONDUIT FOR RISER POLES. DEVELOPER ANY CONSTRUCTION. CONTRACTOR IS TRAIL SHALL NOT EXCEED 5X ER. INSTALLS FIRST 10' CITY INSTALLS REMAINDER. 3, 2009. IT IS NOT RESPONSIBLE FOR ANY DAMAGE DONE TO —DIG—DIG 3. 8" DIAMETER DRAIN PIPES TO BE INSTAI.LED AT TO BE USED FOR wi EXISTING FACILITIES. CALL 1-800 DEVELOPER POURS TRANSFORMER PADS PER 3. DEVEL THE LOCATIONS SHOWN TO CARRY RUNOFF UNDER BIDDING OR KV7 CITY SPECS AND DESIGN. THE JOGGING TRAIL 2. ALL RADII AND DISTANCES ARE MEASURED 4. THE CONCRETE JOGGING TRAIL SHALL BE PURPOSES. R)JECT CONSTRUCTION _f V —d- TO THE BACK OF CURB UNLESS OTHERWISE 4. DEVELOPER INSTALLS PULL BOXES AS PER 4 NOTED, L TION CITY SPECS AND DESIGN. (PULL BOXES THINK REINFORCED CONCRETE, 3000 PSI T ROCK 3. ALL SITE WORK IS TO BE DONE IN PROVIDED BY CITY. COMPRESSIVE STRENGTH AT 28 DAYS. AY CONFORMANCE WITH THE BRYAN / COLLEGE 5. DEVELOPER PROVIDES DIGITAL AUTOCAD 2000 P R 4-, STATION 2009 STANDARD SPECIFICATIONS FOR z WATER & SEWER, AND THE CITY OF COLLEGE VERSION OF PLAT AND/OR SITE PLAN. STATION STANDARD SPECIFICATIONS FOR 6. DEVELOPER PRO LOAD DATA FOR. 0 STREETS & DRAINAGE. 0 VIDES L PROJECT. 4. ALL U11UTY LINES (WATER, GAS, SANITARY V) SEWER. G.T.E., STORM SEWER, ETC.) SHOWN 7, DEVELOPER PROVIDES TEMPORARY BLANKET W liam D Fitch Or wo Lr_ < ag EASEMENT FOR CONSTRUCTION PURPOSES. High 1Y 4 ARE TAKEN FROM BEST AVAILABLE RECORD te High m INFORMATION BASED ON CONSTRUCTION U11UTY 30Ii ' PIPELINE ESMT MAP DOCUMENTS OBTAINED BY FROM CITY & 8. CITY PARK ELECTRICAL METER AND BR I AKER in m To BE ON A SEPARATE SYSTEM. VOL. 534, PG. 84 U PRODUCERS INDEPENDENT AGENCIES AND/OR ABOVE CAS GA GROUND FIELD EVIDENCE. SHOWN POSITIONS SUBDI ISION L;j z z GAS CO. _j 3� 0 .. MAY NOT REPRESENT AS—BUILT CONDITIONS. COLLEGE STA11ON Un Lij MONUMENT #138 =� 5. THIS PROPERTY IS ZONED PDD AND R 1. IRRIGATION NOTES LL_ 1. IRRIGATION SYSTEM MUST BE PROTECTED BY EITHER A PRESSURE VACUUM BREAKER OR REDUCED PRESSURE PRINCIPLE.BACK FLOW oll DEVICE AND INSTALLED AS PER CITY ORDINANCE 2394. 2. ALL BACKFLOW DEVICES MUST BE INSTALLED AND TESTED UPON INSTALLATION AS PER CITY 7� ORDINANCE 2394. S. FURNISH ACCURATE AS BUILT IRRIGA11ON NOT TO SCALE k1111 z PLANS TO CITY OF COLLEGE STATION PARKS 00000) 0 PLANNING. SHOW LINES, VALVES, HEADS, F - CONTROLLER, WIRING, ETC. LEGEND 4. SPRINKLER CONTROLLER TO BE LOCATED REStRICTIO IS ZONE®R 1 '0 VA, "I SAN, 20' P.U.E. VOL. 4328 PG. 64 foo— R OOD IN EFFEC MA FIR 50 25 0 50 AREA. LIGHTS SCALE IN FEET LED TYPE,12'/'HT. 6 WIDE r. CONCRETE ._-P.RACTICE FU TU DEVELOPMEN WALK CASTL ROCK.SUBDI ' ION 17 REM. 0 -6-66 TR 5 00 C E- R: FIELD _�ACR AREA LIGHTS VOL. 7527, -Pe 214 LED TYPE, 12 HT. ZONED PDD P U -E VOLZk`1 PG. 234 I 11W / __j 8' WOODEN FENCE 0P.U.E. P OL. 577§, PLAYGR PRACTICE' .............. NOTE: PARK BOUNDARY THE NUMBER AND LOCATION UNDERGROUND ELECTRIC LINE EXISTING TREES SHOWN ON IRRIGATION SYSTEM LINE - PLAN IS APPROXIMATE ON PUBLIC UTILITY EASEMENT LINE jl i� 21" SEWER -LINE POSED 6" SEWER LINE STRUCTURES AND FACILITI ES FO 1" WAT,17 R LINE EXISTING TREES THIS SITE SHALL BE ADJIJ, (APPROXIMATE LOCATION) PROPOSED CANOPY TREE T01 8' WOODEN FENCE KEEP AND PROTECT AS M) NY 0 FIRE HYDRANT THE EXISTING TREES AS AREA LIGHT, ELECTRICAL TRANSFORMER C SANITARY SEWER MANHOLE 6' CONCRETE WALK NOTE: THE NUMBER AND LOCATION OF EXISTING TREES SHOWN ON THIS PLAN IS APPROXIMATE ON L Y. THE LOCATION OF ALL PRC POSED STRUCTURES AND FACILITI ES FO THIS SITE SHALL BE ADJIJ, TED I THE FIELD AS NECESSARY T01 KEEP AND PROTECT AS M) NY 0 - THE EXISTING TREES AS POSSIBLE. -ALI: 1- IhLD - ITY OF OLLE E_ INSET A ;TING S 6- CONCRET� 10, POE S ION► I EWALK VOL P( 83 AC. mat m 2. N.T.S. VOL. 6974, PG. 141 COVENANTS, T1 -SIT LAN C ITIONS & IT 0' • CASTLE ROCK Q' - �_NC 10 S RE—S AMENITIES �` ADD_%NE�W-.*.TRE-LS- NTE' 0! MON TREES AREA EXISTING Cp� qA 15''PUBLIC DRAJ, E TLE ROCK PARK • EA8EM ------ NO. 13A 0.071 AC. VOL. 8214, P.G. 3 � _..: .. 6.0 2 5 ACRES APE REQUIREMENTS: STREETS, SUBDIVISION FRONTAGE 600 LF C STLE PHA E 2B 5 PUE CASTLE ROCK PARKWAY (MINOR ARTERIAL) FRO ROCK SUBDIVISION . ......... ,. � ___ ._r PG. VOL. CANOPY TREES REQUIRED 9 (600 LF/32 FT SPACING .18.75) EXISTING .4.. _. _' VOL. CONCRE nn__ PG. 0 1 1 -54 kW ay SIGN E CANOPY TREES.. SHOWN NEW = 14 �ROBERT STEVENSON SURVEY, A OLLEGE STATION, BRAZOS COUNTY,, TEXAS if EXISTING CANOPY TREES COUNTED TO MEET REQUIREMENT 5 .Ock P WID114 Castle B, 13-13 PAVE NT ---------- ro, Row — 3B ------- =50' '0 ON AREAti -------- ;CAL I JUNE 2009 -------------------- COMMON AREA 0: P07 _"A110 - - - - - - - - - - - - - - - - - NO. 1 OA (IWNE EVELOPER: 0.590 AC. S-8 rise , ni s Pr irie Investors, LLC ------------- ---------- ate Drive ENGINEER: - --------- .490 C stleg Ad r ----------- ollege tats n, TX 77845 * G'.IVIL A5U0pA1mfff La79) 610 250CIVIL ENGINEERING & DESIGN -BUILD SERVICES L --- ------- ---------- Ginger L. Urso, P.E. PPLI ANT: -------- --- T - I► 20' P.U.E. 2033 Harvey Mitchell Parkway South allac PpJnvest ips, Manager College Station, 77840 VOL. 4328, -4 05' roe Prairie rs, LLC PG. 164 49 C stleiate Drive P.O. Box 11929, College Station, Texas 778,12 oil e � Stats n, TX 77845 (979)764-7743 Fax: (979)764-7759 97 610— 250 Wo /Oct i l :--_----- � _ VICINITYAll . MAP cz�......... ..•• GENERAL NOTES: r ! ELECTRICAL NOTES: c+ 1. CONTRACTOR IS TO VERIFY THE EXACT u� CONSTRUCTION NOTES. 1. DEVELOPER INSTALLS CONDUITS O _ -,,, �`• � f70_% p I AS PER CITY -Sr ; :*•:........ * , r _ T 'y r LOCATION. AND _VERTICAL POSITIONING OF 1. THE CROSS SLOPE OF THE CONCRETE JOGGING ��o �° ti I .'LAZ EXISTING UTILITIES AND SERVICE LINES WITHIN SPECS AND DESIGN. TRAIL SHALL BE 2% OR LESS. +p °O 9,5 • KENT M. THE PROJECT AREA, WHETHER SHOWN ON ry^ O ♦ 65923 i s 2. DEVELOPER PROVIDES 30 OF 4 RIGID � PLANS OR NOT, AT LEAST 48 HRS. PRIOR TO #JOGGINGo I E I CONDUIT FOR RISER PO 2. THE PROFILE SLOPE OF THE CONCRETE •.• r9•. 1 ANY CONSTRUCTION. CONTRACTOR IS LES DEVELOPER TRAIL SHALL 0 �' NOT EXCEED 5%. � 1 t RESPONSIBLE FOR ANY DAMAGE DONE TO INSTALLS FIRST 10 CITY INSTALLS REMAINDER: L• � OVAL � � f " o • 1 EXISTING FACILITIES. CALL 1-800-DIG-TESS. � � 3 !"7 T^ �- 3. 8 DIAMETER DRAIN PIPES TO BE INSTALLED AT o 7 Z 1 i 3. DEVELOPER POURS TRANSFORMER PADS PER THE LOCATIONS. SHOWN TO CARRY RUNOFF UNDER 'o THESEAL 2. ALL RADII AND DISTANCES ARE MEASURED CITY SPECS AND DESIGN. ` 1. 7 � EAL APP ING , N THIS , '� THE JOGGING TRAIL. DOCUMENT WAS 0 IZED BY ' . TO THE BACK OF CURB UNLESS OTHERWISE :O a' , , • /RGJECT KENT M. LAZA, PE., NOTED. 4. DEVELOPER INSTALLS PULL BOXES AS PER " 65923 ON JULY 23 00 . 4. THE CONCRETE JOGGING TRAIL SHALL BE 4 I � 9 CITY SPECS AND DESIGN. PULL BOXES ( THICK REINFORCED CONCRETE 3000 SI LOC TIN CML DEVELOPMENT.. LTD. ,. 3. A S P ALL SITE WORK IS TO 8E -DONE IN PROVIDED BY CITY. T TEXAS BOARD OF PROFESSIONAL COMPRESSIVE STRENGTH AT 28 DAYS. ROCK ,� .. CONFORMANCE WITH THE. BRYAN / .COLLEGE p ENGINEERS REct5(RAno � -6243. a9 , - Q . STATION 2009 STANDARD SPECIFICATIONS FOR 5. DEVELOPER PROVIDES DIGITAL AUTOCAD 2000 5 P R AY . THE PROPOSED GRILL SHALL NOT BE LOCATED , O ' - WATER & SEWER AND THE CITY OF COLLEGE VERSION OF PLAT AND/OR SITE PLAN. / UNDER THE PROPOSED STRUCTURE � Z _ i STATION STANDARD SPECIFICATIONS FOR ;• Z r STREETS &DRAINAGE: 6. DEVELOPER PROVIDES LOAD DATA FOR 6. THE AREA AROUND THE SWING SET WILL BE O O PROJECT. PEA GRAVEL. THE AREA AROUND THE ti _ ; 4. ALL UTILITY LINES WATER, GAS, SANITARY - r O (n _t F ( PLAYGROUND WILL BE POUR IN PLACE RUBBER. � ��` - ;• SEWER, G.T.E., STORM SEWER ETC: SHOWN 7. DEVELOPER PROVIDES TEMPORARY BLANKET Z 30 : EASEMENT FOR CONSTRUCTIO ch Parkway PIPELINE ESMT � ARE TAKEN .FROM BEST AVAILABLE RECORD N PURPOSES. 7. TREE BARRICADES WILL BE FORMED WITH � -- Wil►ram D Fit .. I tae Hr hway 40 D_ Q :` O Q VOL. 534, PG: 84 ( - INFORMATION. BASED ON CONSTRUCTION UTILITY :ORANGE CONSTRUCTION FENCING. S �' I 1 ' e 8. CITY PARK ELECTRICAL ME I .. CO PRODUCERS ! MAP DOCUMENTS OBTAINED BY FROM CITY & TER AND BRAKER !� TO BE ON A SEPARATE, O GAS CO. I � � :• - INDEPENDENT. AGENCIES AND/OR ABOVE 8. ANY CONSTRUCTION ACTIVITY INSIDE THE DEED 7 S �t O GROUND .FIELD EVIDENCE SHOWN POSITIONS RE TRICTED AREA OWNED BY THE CITY OF CASTL GATE p W t J z� C - COLLEGES • • z Z COLLEGESTATION MAY NOT REPRESENT AS BUILT CONDITIONS. STATION IS PROHIBITED. AN ORANGE SUED) SION Q W s e / 0 � s CONSTRUCTION FENCE SHALL BE ERECTED AND ( 9 J S - .. � MONUMENT 138 N , # (� 1 Q¢(n W i 5. THIS PROPERTY IS ZONED PDD AND R 1. IRRIGATION NOTES. MAINTAINED TO PREVENT ANY AND ALL SUCH - � PARK ND � � 2 U W J 1. IRRIGATION SYS ACTIVITIES DURING CONSTRUCTION. THIS FENCE (. � - DEDICATION 0 COLS . TEM MUST BE PROTECTED BY _ J N � _� 6. A PORTION. OF THIS .TRACT IS WITHIN A EI SHALL BE BUILT OF THE SAME MATERIALS 4.363 AC s EITHER A PRESSURE VACUUM BREAKER, TERIAL AND h _ S � s / :• a SPECIAL FLOOD. HAZARD AREA ACCORDING TO REDUCED PRESSURE PRINCIPLE BACK FLOW METHODS AS THE TREE BARRICADE .DETAIL SHOWN PER CASTLE CK . N / THE FLOOD INSURANCE RATE MAP F.LR.M. DEVICE OR A DOUBLE-CHECK BACK BELOW WITH THE EXCEPTION THAT THERE SHALL >;A ( CI OF COLLEGE STATION PH 1A FINAL P ( ). A FLOW r - BE 10 LF SPACING 1 .. PARKLAND DEDICATION VOL- 8214 PG. 23 1 5 ,� COMMUNITY PANEL N0. 48041C205 D DEVICE AND INSTALLED AS PER CITY OFF CENTER BETWEEN EACH , 43 a 1 � ORDINANCE 2394. POST PER THE LENGTH. OF THE FENCE i 1.500 AC: S g ,�� EFFECTIVE DATE 2/9/2000. - 1 � VOL 5511, PG.' 267, - A�• �.._ � _ w � !� _: I �� a _ ' 2. ALL BACKFLOW DEVICES MUST I ZONED R 1 � . 7. ALL ROOF AND GROUND MOUNTED ` BE INSTALLED I, n : Z � + ������� MECHANICAL EQUIPMENT S AND TESTED .UPON INSTALLATION AS PER CITY.. a3 1� , HALL BE SCREENED O _ :_ FROM VIEW OR ISO D S ORDINANCE 2394. _ LATE 0 AS -NOT TO BE > i - (n F-- _ VISIBLE FROM ANY P ' UBLIC RIGHT-OF-WAY F WAY OR N OT T G O SCALE I U 3: FURNISH ACCURATE AS BUILT IRRIGATION s / RE : SIDENTIAL DISTRICT WITHIN 150 OF THEZ (: Z PLANS TO CITY OF COLLEGE STATION PARKS W SUBJECT LOT MEASURED FROM A POINT 5 � . PLANNING. SHOW r d � ABOVE GRADE. SUCH.. SCREENING SHALL BE HOW LINES VALVES HEADS,- CONTROLLER WIRING ETC: U) z+• :. COR , 0 DINATED WITH THE BUILDING ARCHITECTURE LL r � r r - Z AND SC ALE TO MAINTAIN A UNIFIED O 4. SPRINKLER � U O CONTROLLER TO BE LOCATED _ � APPEARANCE. U `'� U - NEAR THE ELECTRICAL PANEL � W a in (n i- fi 8. s W100% COVERAGE OF GROUNDCOVER DECORATIVE PAVING DECORATIVE ROCK NOT D w> U O� A :. : O LOOSE OR A PERENNIAL GRAS S LEGEND , a off S ). S 1 REQUIRED. JJ J IN PARKING LOT- ISLANDS SWALES AND r- J DRAINAGE AREAS, THE PARKING LOT SETBACK - e r � _ � \ �` •: ,J RIGHTS-OF-WAY. AND ADJACENT PROPERTY J DISTURBED DURING CONSTRUCTION. STREETSCAPE REQUIREMENTS. FUTURE DEVELOPMENT J -J - - • : $ STREET CASTLE ROCK SUBDIVIS N - /Y - 9. EXTERIOR BUILDING AND. SITE LIGHTING WILL EET.FRONTAGE ALONG CASTLE GATE DRIVE: 600 LF 10 � ,J LI- ,: / J 9,t MEET THE STANDARDS OF SECTION 7.10 OF THE REM. OF 76.66 ACRE �A.r�T .- .' - _ ,. UNIFIED DEVELOPMENT ORDINANCE (UDO). THE STREETSCAPE POINTS REQUIRED = 3,600 PTS. ([600 LF/50 - 121 X 300 PTS.) VOL. .7527, PG. 214 LIGHT SOURCE SHALL NOT PROJECT BELOW AN • NEW CANOPY TREES TO BE PLANTED S " \ e �' ZONED PDD JJ'� OPAQUE HOUSING AND NO FIXTURE SHALL (SHOWN) = 14 LIVE OAK ®2.1 TO 3.4 14 X 150 PTS. 210n TY OF LL GE . ya+ DIRECTLY PROJECT LIGHT HORIZONTALLY: ( ) STA TI N FIXTURES MUST BE MOUNTED IN SUCH A EXISTING TREES THAT WILL BE PROTECTED = 17 CANOPY BETWEEN 4" & 8" 17 X 300 PTS. = 5 '� J ( oo) ; a� a 22.083 C. r: / JJ '' yM ��, / MANNER THAT THE PROJECTED CONE .OF LIGHT JJ q;� -J DOES NOT CROSS ANY PROPERTY LINE. "t VOL. 6974, G. 41,- s "OVEI 5, CO (TION &J - RES CTI O S rN r CITY OF COLLEGE - ZONE R 1 STATION. yfi J t PARKLAND DEDICATION J �� 1.500 AC. . ,-' -1 -' N Pc: 267 ' � 20 P.U.EVOL. 4328 yz,J too- EAR I ���` PG. 1.64 LOODP AIN , . . .. _..... ......... EFFEC VE EMA FIR � -'' '''� "' , Jam..-�_-----•�� _ (N 0 25 0 50 s... J AREA LI TS SCALE IN FEE_ -f LED TYPE,12 /HT. FUTURE DEVELOPMENT --�" CASTLE ROCK. SUBDIVISION �_ __ _i --- - :.: ,,, • i ,; . 1 REM. OF 76.66 ACRE TRACT VOL:. 7527 PG. 6' WIDE ,-' �:' ...., ... t ZONED Q� CONCRETE , ♦0 / J __..•;.� .� WALK .. .. . • r _ f a +. . ,; •PRACT,ICE f T % ` f Wr AREA LIGHTS , i r FENM (ID N BURT V= f �� SOCCER /. ; f ere*=efflWo LED TYP E,12 HT.,,,- ;; FIELD P.U. y VOLE t PG. 234 a- FNSET A .. XISTING TREES 8 WOODEN � \ y FENCE/ --.--"o P.U.E. •. ` ,.. OL. 577POOL f PG. 1 i t EE BARRICADE DETAIL PLANVIEW N.T.S. FIP ---- REVIWE •.. _j I Oft jUL Oft co N DRIP LINE BARRICADE FENCING REVIEWED FOF I ; TREE ELEW., Wryr COMPUW40E• Ca g 3 JU 2 L 2 ------ r PRACTICE � _ r S•ri _ _ 8 I_ � � �Eaa : T -BAR STAKES 4' � C ION INSET FIELD GGLLE PARKLAND e+ }'� r DEVELOPMENT - r ., DEDICATION TQ COLS .• .� �� N.T:S. � � RVICE i �....' - �� UMBRElSA � t W 4 WOODE•71 i...,i `7" TY OF DLLE W 4.363. I ACRES � i i I :..... �r PUT FILED: v PER CASTLE ROCV r . t i• ST ON , , s ' :: , I .. t s e�cR r d , PH 1A FINAL PLAT ETF 10 PUE u .083 AC 1 r F VOL• 8214, PG,: 234 _ '� EWALK t r r VOL 9117, ij VOL. i a L 6974 PG. 41 � �- , �.�.,.. r :.,,=.�r- G. � . • ..: .: .. - ,,..-,..�.. PG. _118 � . F , - 1 ,>.k COVENANTS,.: r �., �: - , r TREE BARRICADE DETAIL SIDEVIEW NOT ,.._ : .. �'` D C C'tj .e t ITIONS & N.T.S. r - r C S i e PARKLAND �. CASTL 0 K t I To cots t D LAN .-ADD • NEW. TREES YY a162 ACRES AMENITIES ti.. r ,: .. I PER CASRE ROCK t x / PN 2s FM f � - LAT ENTER VOL sm, EXISTING - t .COMMON JI 1 t NOTES: 15 PUBLIC DRI � TREES . ,� . 1 -.. 1. e .-- BARRICADE TO BE -... t - ) PLACED IN A CIRCLE. AROUND INDICATED TREES , EA�EM N ) :� ..� ,� � � N0. 13A _ ----- A RADIAL DISTANCE OF 1 FOR EVERY 1 CALIPER A TLE ROCKPAR � I I �_ t OF TREE. BARRICADE: V L: 8214 PG.34 0 "' ;,,, 0.071 AC. I� Q _ _ MUST BE IN PLACE PRIOR TO ANY. DEVELOPMENT ACTIVITY AS WELL AS - � � t THROUGHOUT THE CONSTRUCTION PROCESS. ��o \•--�- _ �--. _- 6.025 ACRE S LE RO SUBDIVISION 48 BARRIER FENCING PHA E 2[3 rte. _ r �, ,.. _..�. EXISTING 4 5 PUE . :.�......_ . �..: . CASTLE ROCK SUBDIVISION CONCRET VOL. 11 PG. 118. vol: 9117, ( � ARK PG. 118 E-- ZO (/ EW K F-- SIGN • r a . .._..___..._._ / . FIRMLY DRIVEN METAL T POST STAKES 1 i arkw Y Y. - _ Park ROBERT - - r OC_ ._�_,,._..,_ -u STEVENSON SURVEY A-54 I le R WIDTH �. t W : >� <,.._�- 6 FT IN LENGTH OR EQUAL _ ' r 1 Cas , vEMENT \� - 38 _z.., s_s------ _-----------------w y .:. -- EXTEND STAKES To DRIPUNE COLLEGE STATION BRAZOS COUNTY ' � •. COMMON AREA 70 ROW '� TEXAS r N0. 12 ° s __----__ ---" -- '' _ � moi! » e x - y ___- -- _ - --- COMMON AREA SCA 1 50 JULY, 2009 NO. 10A .0.60 CRES - -- S_s - - - � -`",- _ � - g _ -> s"g i,--- 0.590 AC ---------- _ (If I II I l i I I OW ER/DEVELOPER . ------------ EXISTING GROUND ------ _____-___-------------Gre ns Prairie Investors ,LLC ---_-- -_ ENGINEER: stlegate Drve OP IIII l I (( I4 III I I1I I f I i III 1 y3 ( I C---- aation, TX 7745 L___------�- ----___ ------------------~----_ 97 6 0-7250T-------------- ... MUEILDNS ETR,V ICE S 20 P.U.E.� I 8 1 r I I 1 -- . CIVIL ENGINEERING & DESIGN -13 1 I {k Kent M. Laza, P.E.VOL. 4328, AI ANT.PG. 164 2033 Harvey Mitchell Parkway Sou h Wal Manager College Station, Texas 77840PL BURIAL OF OVERALL POST (2 MINGreensrairie Investors, LLC 449 Ca tlegate Drive P.O. Box 929, College Station, Texas 77 842Colle a Station, TX 77845 (979) 764-7743 Fax: (979) 764-7759 % 97 690-7250 •� r I , r r !� 1�� 1 i ,, �' LiJ 0 OW LL > � � Li W V W - V) > W V) CF) O W 1 Q o 0 0 z¢o EE BARRICADE DETAIL PLANVIEW N.T.S. FIP ---- REVIWE •.. _j I Oft jUL Oft co N DRIP LINE BARRICADE FENCING REVIEWED FOF I ; TREE ELEW., Wryr COMPUW40E• Ca g 3 JU 2 L 2 ------ r PRACTICE � _ r S•ri _ _ 8 I_ � � �Eaa : T -BAR STAKES 4' � C ION INSET FIELD GGLLE PARKLAND e+ }'� r DEVELOPMENT - r ., DEDICATION TQ COLS .• .� �� N.T:S. � � RVICE i �....' - �� UMBRElSA � t W 4 WOODE•71 i...,i `7" TY OF DLLE W 4.363. I ACRES � i i I :..... �r PUT FILED: v PER CASTLE ROCV r . t i• ST ON , , s ' :: , I .. t s e�cR r d , PH 1A FINAL PLAT ETF 10 PUE u .083 AC 1 r F VOL• 8214, PG,: 234 _ '� EWALK t r r VOL 9117, ij VOL. i a L 6974 PG. 41 � �- , �.�.,.. r :.,,=.�r- G. � . • ..: .: .. - ,,..-,..�.. PG. _118 � . F , - 1 ,>.k COVENANTS,.: r �., �: - , r TREE BARRICADE DETAIL SIDEVIEW NOT ,.._ : .. �'` D C C'tj .e t ITIONS & N.T.S. r - r C S i e PARKLAND �. CASTL 0 K t I To cots t D LAN .-ADD • NEW. TREES YY a162 ACRES AMENITIES ti.. r ,: .. I PER CASRE ROCK t x / PN 2s FM f � - LAT ENTER VOL sm, EXISTING - t .COMMON JI 1 t NOTES: 15 PUBLIC DRI � TREES . ,� . 1 -.. 1. e .-- BARRICADE TO BE -... t - ) PLACED IN A CIRCLE. AROUND INDICATED TREES , EA�EM N ) :� ..� ,� � � N0. 13A _ ----- A RADIAL DISTANCE OF 1 FOR EVERY 1 CALIPER A TLE ROCKPAR � I I �_ t OF TREE. BARRICADE: V L: 8214 PG.34 0 "' ;,,, 0.071 AC. I� Q _ _ MUST BE IN PLACE PRIOR TO ANY. DEVELOPMENT ACTIVITY AS WELL AS - � � t THROUGHOUT THE CONSTRUCTION PROCESS. ��o \•--�- _ �--. _- 6.025 ACRE S LE RO SUBDIVISION 48 BARRIER FENCING PHA E 2[3 rte. _ r �, ,.. _..�. EXISTING 4 5 PUE . :.�......_ . �..: . CASTLE ROCK SUBDIVISION CONCRET VOL. 11 PG. 118. vol: 9117, ( � ARK PG. 118 E-- ZO (/ EW K F-- SIGN • r a . .._..___..._._ / . FIRMLY DRIVEN METAL T POST STAKES 1 i arkw Y Y. - _ Park ROBERT - - r OC_ ._�_,,._..,_ -u STEVENSON SURVEY A-54 I le R WIDTH �. t W : >� <,.._�- 6 FT IN LENGTH OR EQUAL _ ' r 1 Cas , vEMENT \� - 38 _z.., s_s------ _-----------------w y .:. -- EXTEND STAKES To DRIPUNE COLLEGE STATION BRAZOS COUNTY ' � •. COMMON AREA 70 ROW '� TEXAS r N0. 12 ° s __----__ ---" -- '' _ � moi! » e x - y ___- -- _ - --- COMMON AREA SCA 1 50 JULY, 2009 NO. 10A .0.60 CRES - -- S_s - - - � -`",- _ � - g _ -> s"g i,--- 0.590 AC ---------- _ (If I II I l i I I OW ER/DEVELOPER . ------------ EXISTING GROUND ------ _____-___-------------Gre ns Prairie Investors ,LLC ---_-- -_ ENGINEER: stlegate Drve OP IIII l I (( I4 III I I1I I f I i III 1 y3 ( I C---- aation, TX 7745 L___------�- ----___ ------------------~----_ 97 6 0-7250T-------------- ... MUEILDNS ETR,V ICE S 20 P.U.E.� I 8 1 r I I 1 -- . CIVIL ENGINEERING & DESIGN -13 1 I {k Kent M. Laza, P.E.VOL. 4328, AI ANT.PG. 164 2033 Harvey Mitchell Parkway Sou h Wal Manager College Station, Texas 77840PL BURIAL OF OVERALL POST (2 MINGreensrairie Investors, LLC 449 Ca tlegate Drive P.O. Box 929, College Station, Texas 77 842Colle a Station, TX 77845 (979) 764-7743 Fax: (979) 764-7759 % 97 690-7250 •� r I , r r !� 1�� 1 i ,, �' . . GENERAL NOTES FOR . . DETECTABLE DETECTABLE WARNINGS I WARNING SURFACE PEDESTRIAN FACILITIES . . GENERAL NOTES . 1. CURB RAMPS MUST CONTAIN A DETECTABLE_WARNING SURFACE A .. o , 0 SI TS OFR TR T C P Y ITH C N S AISED UNCA ED DOMES OM L INC W SEC N r Jr• I.. to W 4.29 .OF THE. TEXAS AGCESS1841'fY. STANDARDS (TAS).. THE .. i . J. L SLOPES AR MAXI T T P TH W v E MUM ALLOWABLE. HE .LEAS OSSIBLE SLOPE AT WILL IN LAND C W F T T URA TR I Y T F S C M CN Y IH JINIG UR AC E US 0 AS SUALL W ADO N ES S .. a P o ILL RAIN R P R Y H T I S 0 L R R T E SOUL B U ED: JUS CU N H R R �. � ... Wo: 117 .... .. �. F F q D E S Ap B AMP LEG O C AOE C G AR H RO R IN E S E S M ARK DARK REO.. LION ID L E UR S D 8 WN 0 vi - oro OF APPROACH SIDEWALKS AS DIRECTED. DETECTABLE WARNING SURFACE ADJACENT TO UNCOLORED z .. ( S 4 MAX. p- r CONCRE UNL SP IF H R INT P • E. ESS EC _IED ELSEW E E . HE LANS: s 2. L IGS SHALL E A ' X ITH i P ;o'. ;a:pasobo; : AND USUAL }IND N , B 5 5 MINIMUM W AMAX MUM 2r SLO E M ANY - o : .. . Loa. .p. . �} pIRECTiDN. , • .... .. 2. QETEC ABLE WARNING .SURFACES MUST 8E SLIP RESIStANT AND - - :O.O. �i V. _ . . T ATRT A T NO .ALLOW W E O CCUMULA E. . I 3.M EUVERING SPACE AT THE BOTTOM OF C B RAMP SHAL B A N1 OF - � UR S L E Mi MUM w .. 4 X 4' H Y TAI IT T W OLL CON NED W HIN ROS WALK HOLY UT 1 3. ALIGN TRUNCATED DOMES N THE. DIRECTION OF PEDESTRIAN HE -.0 - AND W L 0 SDE T E PARALLEL. VEHICULAR TRAVEL PATH. .. .: TRAVEL WHEN ENTERING THE STREET:, : , . I FACE OF R 4 I R P. . CU 8 . M MUM ALLOW L R R P' I /. 10 MAX. 4. SHADED. AREAS ON SHEETS 3 MiD 4. INDICATE. THE... �. AB E C OSS SLO E ON SIDEWALK. AND CUB AM S 2 . . ' APP I T TI F R T T AR ROX MA LCA ON CABLE W NING E 0 Q HE OE E : FA F R A H P.TYP SUR CE 0 E C CURB RAM E. 5.Cl�RB AMPS WITH RETURNED CURBS MAY BE USED ONLY WHERE PEDESTRIANS N T NO M Y A R T R P ITH TH A T W ULO 0 R ALL WALK C OSS HE AM E R B CAU E E J CEN OF DETEC LE WARNING E E s AD TYPICAL PLACEM ENT. TAB T' 4�. i T F A. F 5: C 'WAR RAC H 8 DEE ABL NING SU ES S ALL E MINIMUM 0 2 E i RF I P T H A S R T R - K F R T 1 i S� CE LAN IN 0 A E C S PT TH T P TRI A T G 0 HE NON WAL ING SUR C 0 BE RUSE E DE H IN D1R 10 OF D S AN TR VEL AND EX END HE i DE E EG N E E SPR H 1 T T O C I Y TR T T I PR V FAR IN ATS REET EDGE s sues AN ALL OBS UC ED. 0 HERW SE 0 E L ED SIDES. SURFACE ON LAND G T m F TH F T R T ULL W 0 HE CURB R OR LANDING WHE E HE 1D AMP , P TRI T T T T ._. I A R R T R EOES AN CC SS OU N S EE . E E E E S HE ITL F R ATI 1 I 1 T T 6. 0 0 AL N O M ON. 0 CURB RAMP AT 0 S CN L H RE CIV V UE N LOC N. OE G LE E AL ... . rJ Y Y 2 00 T! T R AY F T 1 F TH I I IT . _ D EX U E M. BE OUND IN THE CURREN EDIT ON 0 E TEXAS ACCESS B L Y T AR RF H AT THAT H 5 : 6.OETEC ABLE W NTNG SU ACES S ALL BE LOC EO SO E , .. . .. AR T TH 1 F. A - EOCE NE ES . E CURB LINE S A MINIMUM 0 6 AND S ANDAROS (TAS) AND 16 TAC 468.102. .: F1"F T T I FTH F F R (. . .. MAXIMUM 0 0 . ROM HE EX ENS ON 0 E ACE 0 CU B. .:: . T P I F T a 7. SE V ASA DE TR AN R AR H OIAN H A IN M DETECTABLE WARNING SURFACE.. MAY.. BE CURVED ALONG THE• Q E E S E UCE EA, E ME S OVLO BE M UM . R R R ' , ' ' 0 .5' WIDE. MEDIANS SHOULD BE DESIGNED TO PROVIDE: ACCESSIBLE PASSAGE CO NE AGNS. a .. .0 R OR THR U H TH o E. 0 G EM . -- Lundin 9 --- P 1 Y IT IF 7. A C PTAB AV R MAT R H C A Y R IED C E LE E E AL S ALL BE L m . � i m u �m P Y P IT PR T P Y R R T' OL MER COM OS E ECAS OL . . . . E E 0� K IM I, S R K �ARKI T P AR 0 ATI SH m o , � 8. C SS AL D ENS ON ,. C OSSWAL M . NGS . ANO S 0 . B L C ONS ALL BE C CR T a .. •$ AND ON E E. H N: SE HER T PAN T T R TIO 5 RE RO K .. .: _ b1 min url ce. , 5 El W E N HE L S. A N E SEC N WHE C SSWAL Oetecto a wo s o • 9. . ' KN AR OTR R R P H WITH T RTIC ` ,. S E N EOUI EO CURB AM S S ALL BE ALIGNED HEO E AL m r h1 . - tDo es to un pogo a to ,` , . 1 . pedestnon troveq :LKS.. A5 0 RE . 1 BY THE ENGINEER. : .. � i C OSS 4 Max. . �. ,. one Usuo . . -:. i TI F AT R THAT P Y ITH T AY R P . ; .. . .. 9. E S N, E UES COM L W ASM EMAIN N LACE UNLESS :.:.. . %. 0 HERWISE SHOWN ON THE PLANS. :: a....... ._ . ::o :: • :o:val'. i1. .Q d. : : o. a Srd4 (lore d.....o . . H R AR TR R R PR R P HRV T i I 10. S ENO E UIR 0 ON U AMPS. OVtDE CURB AM S W E E ER . t col O E C B E o .�io Y �- N �..: �..�.. 4 0 ACCESS BLE ROUTE CROSSES (PENETRATES) A CURB..' . . ' . .. . 1 PART R R P F T K Y T . 1.S E CU B AM ANO L GS ROM ADJACEN S AL AND AN 0 HER ANON IOEW . . . . . . T ITH PR R AR T f /4" T R 1 IR T Foce o t . I I E EINE . W EMOLO 0 .. 0 JON 0 3 UNLESS 0 HE W SE D EC EO . _ 1 . B T ENG NEER. 1 N , 10"• mux curb . .. .. 12. OVI E A SMOOTH TRANSITION W R . THE CURB R PS CONN CT TO THE STREET - . ftE E .AM. E TYPICAL PLACEMENT O F DETECTAB LE . `. .:.: . a AR P H T 1 R . VIP R N .. 3. E SLO E S ALL NO EXCEED OY. MEASU EO ALONG CURB LNE: AVARNING.SURFACE ON SLOPING RAl U . . SV2,0 1 .. . . . ... ....... . GENERAL• NOTES (PAVERS) r. ' . . SH DETECTABLE WARNNG PAVER UNITS MEETING ALL . FURNI R UIR NTS F T - 6 - AY T Y T V1 : EO EME 0 AS M C 93 C 33. L N A WO B WO . , .. �L -� UNIT BASKET WEAVE PATTERN OR AS DIRECTED . . .F = I T F R T . 5 x 5. L ULL S ZE UM S FIRST OLLOWEO BY CLOSU E UNI S 1'�1 . � c LANDING - CONSISTING OF AT LEAST 25 PERCENT OF A FULL UNIT, CUT " o ... . . 1 e DETECTABLE WARNING PAVER UNITS USING A POWER SAW. . n V .. o . . . o u p .. ,_ . v e + O Q O O Z' off., torid'mq . .. vai a ..'3 O O 0 O O t" 0 L R AR PAV R T N0.3 E ARO 8 UNO E NSE a..'$ Deteclo¢le o [n ' . . r yr o e N h t' coged P t t . .: T IT F dome surto a OE ECTABLE WARNING PAVER .W H . 4" Mos EXPANSION JOINT TRUNCATED DOME SURFACE w DETECTABLE WAMINCPAYM and Usuot A5 REQUIRED a e-= 1 MORTAR BED -SHALL CONFORM TO p :°� _ A A SIE FLI E APPLICABLE SPECIFICATIONS N F- SIDE Ft. O i e lore tT P) is C TR Oi T P RMI I 10 SLOPE t I - ON OL J N E SS BLE ' ( 08 lV P M AX i . :.: .. I s (TYPIC ) / I Q - a A ea • i . __� _ _ r . ,. Iii . . . F t ._ ac . eo . . f..... MIN. 4'• 6.:. 6. Foce of curb . c urb tTYPICA•). 4' RAMP WIDTH !TYPICAL) R AR AT . No.3 EB TR 1V TYPI ) U GATED.DOME:PATTE t CAL 1�" (MAX.) ON -CENTER `�������������7 AS A. N R T H R . CURB "IT BOTH WAYS CL S CO C E E S ALL COINED M 1'� TO APPLICABLE SPECIFICATIONS LAT RY RAMP W . . . TYPICAL AMBU O / �_ • � FLARED WINGS I SECTIONA A . Q �f� - DETECTABLE WARNING. PAVER S W- 2-02 . SW2-03 �...� . . . .. . , i. - . _ . -- _ . _: - - t. .. _ NOTESr . . . x r T Y ITH T R UIR IN N S SURFACE FINISH SHALL COMPL W AS EO E E 1. SIDEWALK PLACEMENT SHALL BE. N ACCORDANCE WITH B/CS UNIFIED DESIGN GUIDELINES. CROSS SLOPE 2. FINISH: LIGHT BROOM FINISH. JOINTS TO BE TOOLED.1" DEEP AT . AN INTERVAL EQUAL TO THE SIDEWALK WIDTH. EXPANSION JOINTS 2% MIN.. .SURFACE FINISH SHALL COMPLY WITH TAS REOUIREMENTS� . T o 4' Q 40' O.C.,CONTRACT►ON JON S O.C. • . CROSS SLO PE . LIGHT REFLECTIVE VALUE AND TEXTURE THAT SIGNffICANTLY T 3. DOWEL IN AND TIE TO ANY CONCRETE STRUC URE ADJACENT TO I RIV AY 1 T OX URB JUNCTION 80X. ETC.) S DEWALK EW , NLE 8 . C I WAL K C ROS 5 SLO PE SDE W z =, ■ • - 4 1 AR Q 1" O 1 '• R x 2 8 S 8 O.C. ITH x i " ARS 2 O.C. 0 W 3 2 8 . . 2% to 4Y 2% M tY. M IN. Y ITV 4: COMPACTION SUBGRADE MATERIAL COMPACTED TO A DENSITY AT .LEAST 98% OF MAXIMUM OR DENS AS . .�- - �\� ,COMPACTED Y P TRC PACTK)N TEST ASTM 0698 (STANDARD) DETERMINED B ROC 0 OM AND SHALL BE 0-4-/• WET OF THE OPTIMUM MOISTURE CONTENT PAVEMENT CURB \ >•. �It r.... H F I K T NGT 0 S DEWAL . F Y T A H � PROV F• R N IRE LE 5: A MINIMUM CLEAR PEDESTRIAN WIDTH AS OE INEp B AS AND AD S ALL BE IDEO 0 E .. . \ 8 TVP. WARNING SURFACE SHALL BE DARK RED IN COLOR. � - ..: a o, Ix :. .... . . _ R( . a . I SEAL EXPANS ON . NOTE, _ T RAINAGE T T INTO ACCOUN D THIS GOES NO AKE .WITH JOINT MATERIAL SMOOTH DOWEL BAR � .. .. i .. 1 2 t7J X 8 2 O.C. i. 3'-0'' ,MIN. , ,. „ , - _44 . 1 T - EAMS MAY BE REQUIRED REQU REMEN S, B "' .. , . . i/4 R 3 /4 " tCOATED W/HEAVY CREASE) . -5 0 VARIES '' . H 1 K - T i f T S DEWAL . OUSDEO E d - spIAGONAL CURB RAMPS WITH FLARED SiDES � t . DIACONAL: CURB RAMPS WTH. LORED EGME , SHALL AT LEAST A 2a LONG SEGMENT SHALL HAVE AT LEAST A 24" LONG SEGMENT O F STRAIGHT CURB LOCATED ON EACH SIDE �-�• 2 Y.M AX. y ' .: OF THE CURB RAMP ANp WITHIN THE . i w- y - - 4. . i M ARKED CROSS NC. � "' . r p r z . . t 4 SEE NO E y O 0 o-5 I a Q e n• d r t � e ,r v • l Y , . �dI walk .. * LI � TR . F R- NON -EX UONC ILLE _ , .'.. nolS •• + i * ne i / .• . . . .�, :. •3 BARS t: 12 O.C.E.W.OR; 28-QAY CONCRETE ,.....lo w y . •... e I T T T P ASTIC CAP INSIDE DAME ER . 0 BE 3 LONG ME AL OR L " C ■4 ARS o 18 O.C.E.W. STRENGTH 3000 psi 8 e_ * a y ; .•.. :. . .e .7 . , h0 I `� - /rs GREATER. THAN DIAMETER OF. DOWEL BAR. CAP MUST BE .. . . . t4" THICK MIN.) .. SEE. FINISH NOTE ,y •.. • • + ( .. 5 1ONG ENOUGH.TO.COVER 2 OF DOWEL AND HAVE STOP SO " • . CROSS SLOPE NOT TO EXCEED. - 25'R. ( r PER TAS " FR F AR F 1 ND O B AP OM E END 0 C IS E L AL S TRE TS ALONG OC T AR S ANO OS _ . S IDE WALK EXP ANSION . . . .. . N TRUCTION OINT . S J . . .. . . _CLO . .. R E I REMEN TS E R U SIDEWALK -SLOP Q . . . _. ... SW1-OO . . SAWED OR FORMED: TH P 1 ANS ON / 5'k5' \ . 3 -D MIN. o vARI 6 ES .., . PR P RTY IN - ` P 0 E L E ,i' _ � \ fit++ / " Ir 1/ T /1 6 8 0 3 I X SALW E E T AT RIAL MIN. JON M E . 5 X5' L ANDINc PROPERTY LINE :CURB HEIGHT VARIES tTYP) 2 M . , TU 3/8" R . : \ ;.,.., .t.,.;. - . T 4 SEE NO E T LNG 4 x4 x3/16 STRUCTURAL S EEL 8 1 TH WIDTH WD a' RAMP •P .. 5' SOEWALK ' ►' %� ..• .*:• O.C. MAxtMUM =� O.C. MAXIMUM---� . WIDTH +. .. 2" O.C. _ - '.: 4" .. ,' . . :,>i VARIES' .: ► 'I ARI i* V ES T ' . . - . . VARIES . .. T AY CON R E Q 1 C E 3 BARS 2 0. .E.W OR. 28 D rr i OE EC ABLE :.... .. .WARNING . ... _ - 5.. . . 2' DETECTABLE AR G t K . e• s Dt:W . . F S UR ACE . . ,a BARS Q.18' O.C.E.W.:: STRENGTH a 3000 Psi ............................... ..... . BACK OF CURB:. CURB HEIGHT . A K F R . B C 0 CUB . . DETECTABLE VARIES tTYP) I . . . CURB HEIGHT` VARI S tTYP) . E BACK Of CURB . WARNING i . . .. . . .. .. . P T . . CROSS.SLO E NO T 0 EXC D EE 2X OR BE LESS THAN lY. ON. ANY SURFACE 5 S IDE WALK AMBU LATO RY . D � AMB. LATOR Y 6 SI EWALI U EW K AMBULATORY 8 SID AL SIDEWALK CONTRACTION JOINT . (4'• THICK MIN.) .. SEE FINISH NOTE. - 5" I , P RTION OF RAMP OR TRANSITION O ',;.•. TO STREET RECTION RAMP A T ST REST INTE S RECTION RAMP AT STREET IN TE S R A1VIP AT STREET INTERSECTIO N SW3-00 . SW3 _ 02 ; . ; _ SW3 01 I SURFACE FINISH SHALL COMPLY WITH TAS REQUIREMENTS: . I` +' � SURFACE FINt5H SHALL COMPLY WITH TAS REQUIREMENTS _ : •✓ H H V •. .• FULL WIDTH AND DEPTH OF CURB RAMPS S ALL. AEA I . . ... . SURFACE FINISH SHALL COMPLY WITH TAS REQUIREMENTS:; :- ' J F 1 TH D PTH OF UR RAMPS HAL HAVE A I '...�'` ULL W D AND E C 8 S L � � � FULL. WIDTH ANO .DEPTH OF CURB RAMPS SHALL HAVE A . / . •. , LIGHT REFLECTIVE VALUE AND TEXTURE THAT SIGNIFICANTLY •.', ;.'.. - I T T T R TH I FI T Y ;• L GHT REFLEC LVE VALUE AND EX U E AT S GM. CATH L y. CONTRASTS WITH THAT OF ADJOIN NG PEDESTR AN ROU ES. UCHT REFLECTIVE VALUE ANO TEXTURE THAT SIGNIFICANTLY T CONTRASTS WITH THAT OF ADJOINING PEDESTR AN ROU ES. . CONTRASTS WITH THAT OF ADJOINING PEDESTRIAN ROUTES. R :I. WARNING SURFACE SHALL BE DARK • REO N COLO . . '. WAR RFAC H ARK RE N C EOR. .. MNC SU E S ALL BED 0 0 WARNING SURFACE SHALL BE DARK RED IN COLOR. . .. X . 1 . . .••; /. ." . PROPERTY LINE 1 ` / ,. 25 R CROSS SLOPE NOi TO EXCEED � I . ALONG MINOR.. CO ELECTORS. 2% OR BE LESS THAN 1% ON ANY �.. PORTION OF RAMP OR TRANSITION I 2% OR BE LESS THAN 1% ON ANY : -:'.` •,' I . RAMP.OR TRANSITION ,`� I PORTION OF .RAMP, OR .TRANSITION ., . ` I TO .'. TO STREET \ I PORTION OF .••;. TO STREET ^ ;s: ,. 1 STREET \ . �/ n i ' - . R. `� � 25' R. I `� i \ 25' R. ! \ 25' I i \ . �_ _- SURFACE � � J �.. � \ I + 5'X5' I { LANDING. PROPERTY LINE j / \\ \ I I I 5'X5' Y y. / LANDING I PROPERTY LINE . / \. .:. I % \ `� + gg JOINTS INTO . . - - -_ _ -- \ glib I t;_ y O.C. a• R P ¢ AM WIDTH ,Q I I N.LE - . AND LAR G ER • .. .. 4"x2 x3/16 STRUCTURAL STEEL TUBING R T CONC E E SIDEWALK 3=1/2" ' VARIES I 4"x4"x /1 " STRUCTURAL : 1''xt"x3/t6" STRUCTURAL STEEL TUBING STEEL TUBING \ I 1 SEE CONNECTION DETAIL. 2' MN. CURB ALIGNED ` ` I . W SIDEWALK WITH CROSSWALK I Y . \ 2' MIN. CURB ALIGNED Y . ..", WITH CROSSWALK y I . WITH CROSSWALK.` \ I � y. t .. I ` : . 1 L I I { �.. '1 I � - \ . I I �: ' I 3' Y * Y \ I ACCEPTA9LE ; 6" ,... ••' . r/z" DIA. BOLT •_11 . F , ►�v. ,ILLI -w 6.. PAVER MATERIAL 8:'O.. E -A VARI S ,. .. TYPICAL PEDESTRIAN 1 MAX. SAND LAYING COURSE 8' SIDEWALK AMBULATORY 2% MAX: ECTIOI� r G UARDRAIL CONN DETAIL ACC PTqgLg PAVE MATEitIl4L ., SEE NOTE 4 .:_- S W1-01 RAMP AT STREET. INTERSECTION : -SEE SW3-04 SW3-05 SIDEWALK PAVER SECTION N T 0 E 3 -AY ONRT . 28D C GEE. . . GENERAL NOTES: •3 BARS Q 12'' O.C.E:W. OR STRENGTH = 3000 Psi .- 4 BARS a 18" O.C.EI t4-' THICK MINI ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED BY CONSTRUCTION I SEE FINISH NOTE TH I T I H . T R T GROW SES ABL S EO H AND A E EO UN IL SHALL BE ADEQUATELY BLOCK SOpDEO -0R HYOROMULC EO W IN DEVELOPED AREAS_ WHERE GRASS IS PRESENT, BLOCK SOD WILL BE REQUIRED. BARED AREAS SHALL . . . � T �+ T T ALONG MINOR COLLECTORS BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF LAST DISTURBANCE. a9 ^3 . TH TIR TI THAT EARTH HAS APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING E EN E ME .... = AND LARGER BEEN BARED BY CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND. THEN REMOVED BY CONTRACTOR. CONCRETE SIDEWALK . . ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER EVERY RAIN. , ` y + y -. EXPANSION JT.6 ` S BAR, px Yt6�, SWl-02 . . GENERAL NOTES FOR . . DETECTABLE DETECTABLE WARNINGS I WARNING SURFACE PEDESTRIAN FACILITIES . . GENERAL NOTES . 1. CURB RAMPS MUST CONTAIN A DETECTABLE_WARNING SURFACE A .. o , 0 SI TS OFR TR T C P Y ITH C N S AISED UNCA ED DOMES OM L INC W SEC N r Jr• I.. to W 4.29 .OF THE. TEXAS AGCESS1841'fY. STANDARDS (TAS).. THE .. i . J. L SLOPES AR MAXI T T P TH W v E MUM ALLOWABLE. HE .LEAS OSSIBLE SLOPE AT WILL IN LAND C W F T T URA TR I Y T F S C M CN Y IH JINIG UR AC E US 0 AS SUALL W ADO N ES S .. a P o ILL RAIN R P R Y H T I S 0 L R R T E SOUL B U ED: JUS CU N H R R �. � ... Wo: 117 .... .. �. F F q D E S Ap B AMP LEG O C AOE C G AR H RO R IN E S E S M ARK DARK REO.. LION ID L E UR S D 8 WN 0 vi - oro OF APPROACH SIDEWALKS AS DIRECTED. DETECTABLE WARNING SURFACE ADJACENT TO UNCOLORED z .. ( S 4 MAX. p- r CONCRE UNL SP IF H R INT P • E. ESS EC _IED ELSEW E E . HE LANS: s 2. L IGS SHALL E A ' X ITH i P ;o'. ;a:pasobo; : AND USUAL }IND N , B 5 5 MINIMUM W AMAX MUM 2r SLO E M ANY - o : .. . Loa. .p. . �} pIRECTiDN. , • .... .. 2. QETEC ABLE WARNING .SURFACES MUST 8E SLIP RESIStANT AND - - :O.O. �i V. _ . . T ATRT A T NO .ALLOW W E O CCUMULA E. . I 3.M EUVERING SPACE AT THE BOTTOM OF C B RAMP SHAL B A N1 OF - � UR S L E Mi MUM w .. 4 X 4' H Y TAI IT T W OLL CON NED W HIN ROS WALK HOLY UT 1 3. ALIGN TRUNCATED DOMES N THE. DIRECTION OF PEDESTRIAN HE -.0 - AND W L 0 SDE T E PARALLEL. VEHICULAR TRAVEL PATH. .. .: TRAVEL WHEN ENTERING THE STREET:, : , . I FACE OF R 4 I R P. . CU 8 . M MUM ALLOW L R R P' I /. 10 MAX. 4. SHADED. AREAS ON SHEETS 3 MiD 4. INDICATE. THE... �. AB E C OSS SLO E ON SIDEWALK. AND CUB AM S 2 . . ' APP I T TI F R T T AR ROX MA LCA ON CABLE W NING E 0 Q HE OE E : FA F R A H P.TYP SUR CE 0 E C CURB RAM E. 5.Cl�RB AMPS WITH RETURNED CURBS MAY BE USED ONLY WHERE PEDESTRIANS N T NO M Y A R T R P ITH TH A T W ULO 0 R ALL WALK C OSS HE AM E R B CAU E E J CEN OF DETEC LE WARNING E E s AD TYPICAL PLACEM ENT. TAB T' 4�. i T F A. F 5: C 'WAR RAC H 8 DEE ABL NING SU ES S ALL E MINIMUM 0 2 E i RF I P T H A S R T R - K F R T 1 i S� CE LAN IN 0 A E C S PT TH T P TRI A T G 0 HE NON WAL ING SUR C 0 BE RUSE E DE H IN D1R 10 OF D S AN TR VEL AND EX END HE i DE E EG N E E SPR H 1 T T O C I Y TR T T I PR V FAR IN ATS REET EDGE s sues AN ALL OBS UC ED. 0 HERW SE 0 E L ED SIDES. SURFACE ON LAND G T m F TH F T R T ULL W 0 HE CURB R OR LANDING WHE E HE 1D AMP , P TRI T T T T ._. I A R R T R EOES AN CC SS OU N S EE . E E E E S HE ITL F R ATI 1 I 1 T T 6. 0 0 AL N O M ON. 0 CURB RAMP AT 0 S CN L H RE CIV V UE N LOC N. OE G LE E AL ... . rJ Y Y 2 00 T! T R AY F T 1 F TH I I IT . _ D EX U E M. BE OUND IN THE CURREN EDIT ON 0 E TEXAS ACCESS B L Y T AR RF H AT THAT H 5 : 6.OETEC ABLE W NTNG SU ACES S ALL BE LOC EO SO E , .. . .. AR T TH 1 F. A - EOCE NE ES . E CURB LINE S A MINIMUM 0 6 AND S ANDAROS (TAS) AND 16 TAC 468.102. .: F1"F T T I FTH F F R (. . .. MAXIMUM 0 0 . ROM HE EX ENS ON 0 E ACE 0 CU B. .:: . T P I F T a 7. SE V ASA DE TR AN R AR H OIAN H A IN M DETECTABLE WARNING SURFACE.. MAY.. BE CURVED ALONG THE• Q E E S E UCE EA, E ME S OVLO BE M UM . R R R ' , ' ' 0 .5' WIDE. MEDIANS SHOULD BE DESIGNED TO PROVIDE: ACCESSIBLE PASSAGE CO NE AGNS. a .. .0 R OR THR U H TH o E. 0 G EM . -- Lundin 9 --- P 1 Y IT IF 7. A C PTAB AV R MAT R H C A Y R IED C E LE E E AL S ALL BE L m . � i m u �m P Y P IT PR T P Y R R T' OL MER COM OS E ECAS OL . . . . E E 0� K IM I, S R K �ARKI T P AR 0 ATI SH m o , � 8. C SS AL D ENS ON ,. C OSSWAL M . NGS . ANO S 0 . B L C ONS ALL BE C CR T a .. •$ AND ON E E. H N: SE HER T PAN T T R TIO 5 RE RO K .. .: _ b1 min url ce. , 5 El W E N HE L S. A N E SEC N WHE C SSWAL Oetecto a wo s o • 9. . ' KN AR OTR R R P H WITH T RTIC ` ,. S E N EOUI EO CURB AM S S ALL BE ALIGNED HEO E AL m r h1 . - tDo es to un pogo a to ,` , . 1 . pedestnon troveq :LKS.. A5 0 RE . 1 BY THE ENGINEER. : .. � i C OSS 4 Max. . �. ,. one Usuo . . -:. i TI F AT R THAT P Y ITH T AY R P . ; .. . .. 9. E S N, E UES COM L W ASM EMAIN N LACE UNLESS :.:.. . %. 0 HERWISE SHOWN ON THE PLANS. :: a....... ._ . ::o :: • :o:val'. i1. .Q d. : : o. a Srd4 (lore d.....o . . H R AR TR R R PR R P HRV T i I 10. S ENO E UIR 0 ON U AMPS. OVtDE CURB AM S W E E ER . t col O E C B E o .�io Y �- N �..: �..�.. 4 0 ACCESS BLE ROUTE CROSSES (PENETRATES) A CURB..' . . ' . .. . 1 PART R R P F T K Y T . 1.S E CU B AM ANO L GS ROM ADJACEN S AL AND AN 0 HER ANON IOEW . . . . . . T ITH PR R AR T f /4" T R 1 IR T Foce o t . I I E EINE . W EMOLO 0 .. 0 JON 0 3 UNLESS 0 HE W SE D EC EO . _ 1 . B T ENG NEER. 1 N , 10"• mux curb . .. .. 12. OVI E A SMOOTH TRANSITION W R . THE CURB R PS CONN CT TO THE STREET - . ftE E .AM. E TYPICAL PLACEMENT O F DETECTAB LE . `. .:.: . a AR P H T 1 R . VIP R N .. 3. E SLO E S ALL NO EXCEED OY. MEASU EO ALONG CURB LNE: AVARNING.SURFACE ON SLOPING RAl U . . SV2,0 1 .. . . . ... ....... . GENERAL• NOTES (PAVERS) r. ' . . SH DETECTABLE WARNNG PAVER UNITS MEETING ALL . FURNI R UIR NTS F T - 6 - AY T Y T V1 : EO EME 0 AS M C 93 C 33. L N A WO B WO . , .. �L -� UNIT BASKET WEAVE PATTERN OR AS DIRECTED . . .F = I T F R T . 5 x 5. L ULL S ZE UM S FIRST OLLOWEO BY CLOSU E UNI S 1'�1 . � c LANDING - CONSISTING OF AT LEAST 25 PERCENT OF A FULL UNIT, CUT " o ... . . 1 e DETECTABLE WARNING PAVER UNITS USING A POWER SAW. . n V .. o . . . o u p .. ,_ . v e + O Q O O Z' off., torid'mq . .. vai a ..'3 O O 0 O O t" 0 L R AR PAV R T N0.3 E ARO 8 UNO E NSE a..'$ Deteclo¢le o [n ' . . r yr o e N h t' coged P t t . .: T IT F dome surto a OE ECTABLE WARNING PAVER .W H . 4" Mos EXPANSION JOINT TRUNCATED DOME SURFACE w DETECTABLE WAMINCPAYM and Usuot A5 REQUIRED a e-= 1 MORTAR BED -SHALL CONFORM TO p :°� _ A A SIE FLI E APPLICABLE SPECIFICATIONS N F- SIDE Ft. O i e lore tT P) is C TR Oi T P RMI I 10 SLOPE t I - ON OL J N E SS BLE ' ( 08 lV P M AX i . :.: .. I s (TYPIC ) / I Q - a A ea • i . __� _ _ r . ,. Iii . . . F t ._ ac . eo . . f..... MIN. 4'• 6.:. 6. Foce of curb . c urb tTYPICA•). 4' RAMP WIDTH !TYPICAL) R AR AT . No.3 EB TR 1V TYPI ) U GATED.DOME:PATTE t CAL 1�" (MAX.) ON -CENTER `�������������7 AS A. N R T H R . CURB "IT BOTH WAYS CL S CO C E E S ALL COINED M 1'� TO APPLICABLE SPECIFICATIONS LAT RY RAMP W . . . TYPICAL AMBU O / �_ • � FLARED WINGS I SECTIONA A . Q �f� - DETECTABLE WARNING. PAVER S W- 2-02 . SW2-03 �...� . . . .. . , i. - . _ . -- _ . _: - - t. .. _ . . . x r T Y ITH T R UIR IN N S SURFACE FINISH SHALL COMPL W AS EO E E P Y I T RFA F (H H C TH "TAS R UIR IN N S S U CE INS 5 ALL OM L W EO E E FULL WIDTH AND DEPTH OF -CURB RAMPS SHALL ., - FULL WIDTH. AND DEPTH: OF CURB RAMPS SHALL HAVE- .SURFACE FINISH SHALL COMPLY WITH TAS REOUIREMENTS� I. LIGHT REFLECTIVE VALUE AND TEXTURE THAT SIGNIFIC T Y . . LIGHT REFLECTIVE VALUE AND TEXTURE THAT SIGNffICANTLY FULL WIDTH AND DEPTH OF CURB RAMPS SHALL HAVE A CONTRASTS WITH THAT. OF ADJOINING PEDESTRIAN ROUFES :.. . ••• CONTRASTS WITH THAT OF ADJOINING PEDESTRIAN ROUTES' LIGHT REFLECTIVE VALUE ANO TEXTURE . THAT SIGNIFICANTLY •,••....: WARNING SURFACE SHALL BE DARK. REO IN COLOR. , . //= •1 WARNING SURFACE SHALL BE DARK RED IN COLOR, TRI R TES. C ONTRASTS WITH THAT OF ADJOINING PEDES AN OU * ...'.* . WARNING SURFACE SHALL BE DARK RED IN COLOR. � - ..: - . ....;.. _ . .. - -' ' - .. . 5'. SIDEWAL : .6- SIDEWAL B S OE ALK . � UR RAMP WITH FLAB D SIDES DIAGONAL C B S E spIAGONAL CURB RAMPS WITH FLARED SiDES � t . DIACONAL: CURB RAMPS WTH. LORED EGME , SHALL AT LEAST A 2a LONG SEGMENT SHALL HAVE AT LEAST A 24" LONG SEGMENT O F STRAIGHT CURB LOCATED ON EACH SIDE H HAVE AT LEAST A 24" LONG SEGMEN T S ALL 4• OF STRAGHT CURB LOCATED ON EACH StoE : ' .HAVE �: TAI HT L AT N ACH SIDE : OF S R G CURB. OC EO 0 E gF.THE CURB RAMP AND WITHIN OF THE CURB RAMP ANp WITHIN THE . P ITHN T t OF THE'CURB RAM AND W HE _THE.... . MARKED CROSSING.. / i M ARKED CROSS NC. � . ; ., MARKE CROSSING. z . . ' .. . . / .• . . . .�, . . . � 25'R / : .•.. . . .. ' . ,'. . . CROSS SLOPE NOT. TO:EXCEED .-,. ; �' .. CROSS SLOPE NOT TO EXCEED . •••: - :. '/. "• / 2Z OR BE LESS�.THAN 1% ON ANY. CROSS SLOPE NOT TO EXCEED. - 25'R. R LE S THAN i% .ON AN Y . � . 2 0 8E 5 PORTION OF RAMP OR TRANSITION. ..:.:.-. . PORTION OF RAMP OR TRANSITION ' . TO STREET 25'R. '•/� TH 1% AN Y 2% OR BE LESS AN ON . . .,TO STREET . . PORTION OF RAMP OR TRANSITION /, 25' R. /.� . •. \ 25' R. _ - ,' .. . J ' \ \ . TO STREET �'_ .' . sem, .LANDING / 5'k5' \ . \ :� \ / ' ,. ..' • PR P RTY IN - ` P 0 E L E ,i' _ � \ fit++ / " Ir .. ' LANDING P P RTY 1 \ ROE LNE �^ . ` . 5 X5' L ANDINc PROPERTY LINE :CURB HEIGHT VARIES tTYP) - -- - a - - �a' - ¢ . 4' RAM 4 Ir - - - - - . � y p \ WNTH .* . 1 TH WIDTH WD a' RAMP •P 5' SOEWALK ' ►' %� ..• .*:• J' . WIDTH +. .. . te. I ' .� : � 6' S DEWALK t :,>i VARIES' .: ► 'I ARI i* V ES T ' . . - . . VARIES . .: . : ` 'Y :, I - rr i OE EC ABLE :.... .. .WARNING . ... _ - . . I ..:: . . . . 2' DETECTABLE AR G t K . e• s Dt:W . . F S UR ACE .. . _9 .SUR ACES ............................... ..... . BACK OF CURB:. CURB HEIGHT . A K F R . B C 0 CUB . . DETECTABLE VARIES tTYP) I . . . CURB HEIGHT` VARI S tTYP) . E BACK Of CURB . WARNING i . . .. . . .. .. . P T . . CROSS.SLO E NO T 0 EXC D EE 2X OR BE LESS THAN lY. ON. ANY SURFACE 5 S IDE WALK AMBU LATO RY . D � AMB. LATOR Y 6 SI EWALI U EW K AMBULATORY 8 SID AL T Y . 2% OR BE LESS HAN i% ON AN 1 R P R TR ITI PORT DN OF AM 0 ANS ON . • I , P RTION OF RAMP OR TRANSITION O ',;.•. TO STREET RECTION RAMP A T ST REST INTE S RECTION RAMP AT STREET IN TE S R A1VIP AT STREET INTERSECTIO N SW3-00 . SW3 _ 02 ; . ; _ SW3 01 I SURFACE FINISH SHALL COMPLY WITH TAS REQUIREMENTS: . I` +' � SURFACE FINt5H SHALL COMPLY WITH TAS REQUIREMENTS _ : •✓ H H V •. .• FULL WIDTH AND DEPTH OF CURB RAMPS S ALL. AEA I . . ... . SURFACE FINISH SHALL COMPLY WITH TAS REQUIREMENTS:; :- ' J F 1 TH D PTH OF UR RAMPS HAL HAVE A I '...�'` ULL W D AND E C 8 S L � � � FULL. WIDTH ANO .DEPTH OF CURB RAMPS SHALL HAVE A . / . •. , LIGHT REFLECTIVE VALUE AND TEXTURE THAT SIGNIFICANTLY •.', ;.'.. - I T T T R TH I FI T Y ;• L GHT REFLEC LVE VALUE AND EX U E AT S GM. CATH L y. CONTRASTS WITH THAT OF ADJOIN NG PEDESTR AN ROU ES. UCHT REFLECTIVE VALUE ANO TEXTURE THAT SIGNIFICANTLY T CONTRASTS WITH THAT OF ADJOINING PEDESTR AN ROU ES. . / CONTRASTS WITH THAT OF ADJOINING PEDESTRIAN ROUTES. R :I. WARNING SURFACE SHALL BE DARK • REO N COLO . . '. WAR RFAC H ARK RE N C EOR. .. MNC SU E S ALL BED 0 0 WARNING SURFACE SHALL BE DARK RED IN COLOR. . .. X . 1 . . .••; /. ." . PROPERTY LINE 1 ` / ,. 25 R CROSS SLOPE NOi TO EXCEED � I • 25 R. CROSS SLOPE NOT -TO EXCEED. � .•••.• 1 CROSS SLOPE NOT TO EXCEED • : ,. .: I _ . `* 2/. OR BE LESS THAN 1/. ON ANY .. 2% OR BE LESS THAN 1% ON ANY �.. PORTION OF RAMP OR TRANSITION I 2% OR BE LESS THAN 1% ON ANY : -:'.` •,' I . RAMP.OR TRANSITION ,`� I PORTION OF .RAMP, OR .TRANSITION ., . ` I TO .'. TO STREET \ I PORTION OF .••;. TO STREET ^ ;s: ,. 1 STREET \ . �/ n i ' - . R. `� � 25' R. I `� i \ 25' R. ! \ 25' I i \ . �_ _- SURFACE � � J �.. � \ I + 5'X5' I { LANDING. PROPERTY LINE j / \\ \ I I I 5'X5' Y y. / LANDING I PROPERTY LINE . / \. .:. I % \ `� + / 5'X5' ,i - P LANDING ROPERTY LINE / \ ^I' 1 J % \\ \ a i . . - - -_ _ -- \ glib I :-_ . \. • I - - --_- k 4' RAMP 4' ---�--� 4r x a• RAM p ¢ a• R P ¢ AM WIDTH ,Q I I WIDTH � 1 WIDTH Q I VARIES �' �'. -•�'' I VARIES I ES I \ I 1 . 5' SIDEWALK 2' MIN. CURB ALIGNED F \ I. 2' MN. CURB ALIGNED ` ` I . W SIDEWALK WITH CROSSWALK I Y . \ 2' MIN. CURB ALIGNED Y . ..", WITH CROSSWALK y I . WITH CROSSWALK.` \ I � y. t .. I ` : . 1 ,� \ • B' SIDEWALK \ ;. I I { �.. '1 I � - \ . I ,:.: \ I 3' Y * Y \ I yy \. + + 2' \ 1 T CT E `� ---- Q '�L--------- _-__:DTC LE--_---- `-4 .. E E --E, -QgTE�CT 6E-------- 4 WARNIFt WARNIFG SURFACE 5'' SID SURFtl CE SURFACE .SURFACE 8' SIDEWALK AMBULATORY :.: 5' SIDEWALK AMBULATORY 6 SIDEWALK AMBULATORY RAMP AT STREET INTERSECTION .:_- RAMP AT STREET INTERSECTION RAMP AT STREET. INTERSECTION : SW3-03 SW3-04 SW3-05 ., - - I. . //= •1 . - _ , . ,,, . ' T V .+E . . ; ., z ;: ::: . _ . . .: - - . , r -i E••1 H . :..: •, . . V) . . _ - ,' rrwh V . . . . I :� u { . .. . ,. . W 0 . . - . . . . I - . . I ..:: . . . H u . . . . . . a I'. . . I . r... . _ . .' . . , .. . P T T XC D ROSS SL ENO 0 E EE C 0 i .. . . .. .. . P T . . CROSS.SLO E NO T 0 EXC D EE 2X OR BE LESS THAN lY. ON. ANY I I I,. P T T X CROSS SLO E NO 0 CE D E E .• % TH 1% Y 2 . OR BE LESS AN ON AN - T Y . 2% OR BE LESS HAN i% ON AN 1 R P R TR ITI PORT DN OF AM 0 ANS ON P RTI OFR P. T ITL .. 0 ON AM OR RAINS ON TO STREET I , P RTION OF RAMP OR TRANSITION O ',;.•. TO STREET TO STREET . ; . ; , .:_ . /. . / .' . / . . . .. X PROPERTY LNE � ... / .' PROPERTY LNE - ,/ ' - - z . PROPERTY LINE 1 / 1 ' %. . .�. T AR • y . r OE ECTABLE W. MNC yy - - _ --' ' SURFACE'' + + . OE ETABLE-.WARNING M _ DETECTABLE WARNING ' _. +. - : +.. _i _ �i �_ _- SURFACE � � J �.. CITY F :BRYAN suRFacE .( B� stoEWAi.K + . ::: The Good fe, Te.,r �s Stele." �. . . _ . _ 6' SIDEWALK 5' MN: RAMP [� 5'' SID WAL 4' MIN. RAMP :.: .:_- RAMP * `� :. P 1:12 SLO E MAX. .'.,. 1:12 SLOPE MAX: a9 ^3 1:1 P 2 SLO E M. .... = Y.. ; _ . J Y• y + y -. EXPANSION JT.6 ` S BAR, px Yt6�, . EXPANSION JT. tG SMOOTH DOWEL BAR, . 1/2" DIA. X . i6". WITH . 2 BACK. + OF CURB EXPANSION JT. 6 SMOOTH DOWEL BAR, 1/2" DIA.. X. 16". WITH 3 .. BACK . y ZOOD A WITH CAP 0 12" O.C. . BACK OF CURB • CAP O 12" O.C. - (COATED W/HEAVY GREASE) - .. � CAP R 12".O.C. (COATED W/HEAVY OF CURB. (COATED W/HEAVY GREASE) 6 MIN. . _ . GREASE) . . 6'MIN.' • . . 6'MIN. DRAWN BY: 'I .L.M. . . : . . . �A1E 0101-08 . .I, : . 8 . SIDEWA►LK ALMBULATORY P►AMP ' . 6 SIDEWALK AMBULATORY: RAMP : 51 0 IDEWAI�K . AMBULATORY RAMP s e Ai E : N T s . .. . . ... AT STREET INTERSECTION &.DRIVES . . AT. STREET INTERSECTION .& DRIVES i ATTREET I : . .: .. . '. . INTERSECTION &DRIVES APPR V o ED W. P: K. . .. ... SW4=00 : . ... .. SW4-01 . SW4-02 F i U R E �• . \ mnn