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I � � I I � I I ; 110 11 ,;-,-,K -... . I � I . I * I . � . I I I I " - ,�.. . I I I I I I . See Detail. I . I . .� . I , `�., !. I . � I "I ,,i*,"i"ij� I Fire Lane Striping I � . � I . . I . . . I I J, . f 9 i ) :..'Iir' � . I I � I I � I I ,.,.A1,, I I ., . I En � ".., 1;i. ...­ . ... ��!; I (See I Note 12) . � I I � ,, ASPHALT CONNECTION . I I � � . � I . . . ii; - . � . I I � I I I I C11 1�;!,�*., . , I I � I . � . I I � I a ,!g�J ,, ,­­�,�Ifli�i",,!�i­ . " ­.I;4)�,­i .;;��-;;; '. � I I � . � I � � � � I 11 � I . I I � . . I I � . I .. t�i!!'r..'.-i!,`i. �.,.,.!.- -,.�%-,`�'�.-i I � � � � � I ;I .Q ..��,!;!.-�.-.---! �!..,.,-.;,�...--��-,�,,',-.�,��. � I . . I I I I I I 11 . � . I I I . . .1 �,;!-,�i;;.,..,��!! t;r%;p�;n-';., ,I I I . I . I I � I I . � I � �!'� t�-,N'12, , , 11 I I . I � . . 7,.�.�� . C�a I COT .--�,:,*,-;,�,;I,�.'�.,�**,."'�i� '': P14:., . I I . � � I I . I � . . . . I � I ; I ! CnLu ..'-..",���fi�-":,;ii..�W-.-.iii�*.,�;�: *k . SITF PLAN ­ . I . I I � 1. I ­. 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I ­­ I . . . . . . . . .........:.A'­g,q,,.�, ­­ � .);j:. ­�':�-+,P�!;:�--" - 1 ,:,:+: .k. --0 I �i� I . .. I I I - ­ -"� ,� i � I 1!q�l . ..... . -- ..:!:1.-. ­� .- ...,.!��.-,-:;:,�*;�*.�!��,;:�i:.,. - .. , " ... ­ � .: ij 1%�-i.­t . :-,*i-- .� - ­�­ I "' ;,;1 � ., - . - - d -�17-­',-14',�'�� .%�I'.-,'.8�.r.!:,�,�' - I . I I !,::��:..-.+�t,l - . I .. ,.. . , . I ; ,�i, � � 11 �­­` - `:-..�;,�.: .: - %;1�1" - ,�- '�.!, -" I � I - .. ..-,.,. .. . Reinforced Concrete Pavement -�q, - �1!1;1�11-iil , , - - 1, - , , LIRI,� `��,, 'L, �.'.' --� 1: I I �!�j��`..:j,,;:�'- .5 : :;:i; I I � . I I I ,� ... ­ lys'... , ­? .,.+ -. .+ M-� .�',,'.!�,.,.�:�?...,�.�,:.,�.-% I � I .,;� ,�. �, -,:'�!: . ;,l�,'�i.1,:i.l'. �� . . 0-4 I . ­- .. . I ­ , 1, '. - - , . � I I � ­ � - ..- e Note 2, I I . ­ ­,!�.','-,,`..*L, . I ... .. - , - . I � �i�-'�� I I I � � Varies .. :,."; - I � - ,­ '� 4'11�;, �`:;;;"­.��' ­­­ 1 . ..+ - + il,r,-, '%P.�,;;*: ;1F,T; :,i;, I - - , ­ A, Se t. , I . . ­ I - - � ...... ... - H 1 I ;,,�',�?�',,-.--+ � ;Jicr��'-.,",'��� ��.,'.'-�� . .`.!�I; , '­ ...., ,r, il U ". � I ....i. ­+..­,­.�-, .- - � -� ., , . ,. 1, ­­­ , . I:— , . 0 -­­... 1�, 9. 4I . I.; ; I . , . - , , - "! '. ,.:11.: I I . "+ I I .�. %4;. 1 " �M�, � ...­ ..; , .� . --, _',,.���:�-�i - .iA ,,�I-+,+ :1 . � ; +7 + ­.. + - +. ­. �!:...!:. �:�, - -.R-+. + +- ­ , ­ . . � . i 1,11 .1 , �� ; .� .. -1, I K, ++-.-Z--- .. ..... - . I I 0 , �4' +, +, . � . I .... ..... ­ , . + + + . .. I! g � , , , . .-.-- ­­ I . , ... +­ + " ... ,- ­ L . . � .. �:i!.+ .1 rt � I i::!, ­­ + +... . ,�­ i T. , - I I ��; ­ ), ". 37 �7 � . I I I .. " �, ". ­ �, ­.... '.... ­.. - ..:: , , ,.�A i � . I I " .. � `!: I I .. � � � I I I..... �� .,.� - .� I - . I � ­ .�, .1 1"... �., I I � -P -11 Aj .. ­ I ., ­- -, + ­­.. ­­ ­ .... ! -�.. , �­ I , X �,,kro--,- ;. P'. - � ­ " + ..­ .., + ....., , ­ I .�,.,. - ..,:. � '. , ­­..., ...., . , .. � P I. %Jtl!!; . I -'-'.7."..-;-.- i", �­ '­ - I - L 0 , 7 ­., '. ,� + A -:-.1.2.j,.!. . . I .,­­ - ..''. ..", = .i...- ;!,� f I i I . � I J t .4�� +,: ­, .f., . � � ­ I + .1 !+ ,; ; ...!!.i . I . � . I I I -- , " . � � � I � I -1 -­...­�­­­j �� - .-, , ,;, +: � I I . I 11-1 - �� -1 . � ­ ,,.+.,-,,.0 I . . � : .­ . " I I I � 71�\ � I I I � . I � .... .- I I-- +,.:+ , , " I . I � - � I � I � � i. : ,..�.;`F. � � I . � I � "", - ­ I! -,,l I I I V 1'14`1� .!. - ,,.l I . .1 � T ,;.'� " i � L I W ,�.! 1�� 11 . .0 ,� ^ I I I I .1) I i *'.-�:I'; ',",1-,--:: . -!�, . -- - � I . I I I � � . I \ � I : I at I . I I I . � . . Point Table : .. . I I � � . . � � I . . I . . . . Point # . . . Northing .1 . . . I Easting .. I ,� . . Description � . . 1. . . 1 I . l019l262.32 . ---- -- -------- - . 1. . I -10. ­ I— . . . + . 2 � I + . I 10191218.22 . . . . 3579920.71 . . . . Bldg. Comer lv 3 I ----- 10191266.96 . I � - 3579967,!7 . I Bldg.. Comer .. . . . I 4 . I 10191312.12 . . . . . . + I . 3579920.07 . . - . . I Bldg. Comer I I 1 .15 - , 10191293.81 . 3579792.64 . , I ,, TC-. - . � . . . . 6 1 . . , 10191380.02 . I . ., . . ,,3579873.1 2 ... . I . TO I -1 I I 7 I 1019.1385.33 � -3579945.04 . . . . ' . TC - I . - - . 8 - . . . . 10191347.77 . . . + 3579985.212 ' L . . . I ' I TC . . .1 � . . I 9 - I . . I . . 10191335.48 . . . � + 3579998.3, I '... . I � . 1W I I I � I � 1 0,: - -.-:- -11-0 I 413G4'.077J,358003 .. 1. . . I I --;-S� . . . - ��­ -- 'TO I I . - . I . � � . . � I I 12 . 10191274.45 - . ­ 3579973.61 70 i +a I - I � TC . . I . .13 - -- - ---- - lOi9.1,329.76, + . . 3570914.43 I I a 1 . I ITC 1 14 I 10191326.55 � 3579907.352 . TC 1 - , 15 1 10101281.26 I 3579864.98 I . I 1. TC . . I . I � 16 . 10191289.19 1. .a I 3579857.96 -- - L� R9.' . I I : 17 I . 10191291.32 . I . � - 357?851.29 . . . . I � . � .R20 . I . . 18 . � .. 10191280.44 . I . . 3579800.99 . * R4' , . . I 19 0 d & 10191372.98 I I I . . . -- .3579886.50 + . . - R4' . . . 20 1 10191340.06 . . & 357989.8.73 - � R4' . . 1 21 10191339.58 I 3579§1 1.98 .. R14', R38' 1 22 . I . . 10191343.82 . . . 3579922.09 � . I . R4' .� 23 . 10191334.81 + . 1 3579978 . .59 . . . R4' . . . . 11 24 � . . . I 10191327.99 . d & I � 3579985.89 . . . R4' . . 25 * 10191276.15 I . - 3579979.67 � I I . I R121 . I I . 26 - . - I - 10101281.58 I . . . 3579985.75 & . I R4' . , .� 27 . 1. 10 1 9 1 246.0.4 � + . , 3580010."9 I " -.R15' ' + . 28 a .101911.93.70 . . .. . . 35801 1 0.52 I . - - ' R15' � I . : 29. . � 110191231.48 I � . . .. . ' 3580105.1i5 . I I : - R15' '. - : . � 30 . 10191238.54 I 3580098.11, 0 .. . . . R25' . � , . 31 , - * 10191184.19 . . - 3580156.1'59 I � . . � . . R25 . 32 . . 10191229.18 ,. . � - + 3579930.S)5 . . I -R15' * . I 33 I . 10191221.34 . �. 3579604.61 ' . . 1. . . R16' ' . I . . 1+ 34 . . 10191200.67 I 3579697168 1. . . . . . & IR25' 35 --- 10191203.76 . I . 3579694.37 . I + - M' " � . I � 36 . . . - 1019113.7-65 . 3579647.94 . - R25' 37 , � � . 10191148.23 --- . I 35796.95.20 � & R15' �� I 38 10191291.11 _ I . 3580025-34 0 j L M 0 R4' . . . 39 _ 10191154.90 11 �5796292�4 . TC - . I 40 . - j01L91 116.69 . 357 . 9593.41 . - TO I I + . 41 I , 10191023.56. . , . . L. 3579498.,'i I I & - . 11 -TC L. . . I 42 . .. 10190981.30 . I � 35794531'S . . . - . TC . L43 - . . - ­ 10,190977.33 1 . �:� -a, 3570448. # I I ­ ­ - - - 11 TC L L I . + L44' ,' . I .10190924.00 1 . 3579373.1!12 I ' TC I I I t I . . L -"a ' I .� . i I L I L . . . L . . I I I L . I 11 . . I I ; + . I L ­ I . I ; . I . I � . . 11 . . 1 . � + I L I . I I . I L . . L I . i r I L . . . I . . k I L . I 1 1 r I . . L I I . L � I I I L I L I � I . � L I . r . Z i I L I � I I I I . I . I � + . . I . L / L � I I ; I L I L . I I I .: . ,.* I L I I I . . . - I I I . L . � . I I . � I I I I I L . � . � i I . � � I L . L I 0" . . . - I . . I I L . . I . L : L I� L . L . . . L . . . . L � . I L I 1 I I L . I L L . , ! .. . L I I I . I I I I 11 .. .. -1 . . I L . I . � � . w I L . .1 L 'L . . . I I I � : L � I I I . . I L I ZI . L I . I I . . I . � L i I I . . . � . . L , I L � + I I . I I . I I � L . � � + . I L L I � LVICINITY "A )D _. I L - I . i - I � � . . I �L L L I rlFmp*F?A 1� NOTES: + I I I . � . . I I . 1. I � . I : ; I � . L � L . I I I . . . I . This property is currently Zoned C-1 and OV. � . � I . I L 11. � I, . I L I I . 1 .2. Owne r & Applicant: L, . . I L . . � I . . I . ! . . � . I L � I LL � !Pebble Creek .Development Co. .. . .. .. L.� � I I .. . . I I I � I I I . L I I I L L . I . . L I I L L 450C Pebble: Creek Pkwy. I . � . . . L + I I . I . .. . . I . I I . . . I I . . . I I I � 'College Station, TX 77845 + � . . . I . IL . I L . . + L I I I I . . . I I + . L . . . . . . I i(979) 690-�-0992 L 1. L I ... I I . . . L . L . I L . L - . . L . I . I L 3... 'Proposed Use: ,� I I . L L I. . . I . . � . . I . L I I L . . I I I - L - 1pank -Building__ I - I . . . . . I . . . I I . I L . .- . ' I I- : L Prop sod Gros L- ­- - 4 658 -SF'-- - ­­­ -� - - - -- - . -- ­ ----. , '+ . s Square Footage. + -- -- -L- - - - . - I L I , . �! 'L , - - � . . I . L I . � or g + no sis: . . . . L . . L I L . I �� . . I L. 'L I . I . . . I � I I laces Required: 4,658 SF / 1 per � 250 SF=' 1 9 I I � L . � I I S) L . I I I Porkini Spaces Provided:. 40 (includes 3 accessible space ­ I I +1 . I I I L .1 � dueuing Spaces Required: 1 Automated Teller Lane /' 3 per lane= 3 . I I . I . . L L � I I L 1 3 Bonk Teller Lanes / 4 per lone= 12 L . L � . I I I I . L . I 11 . . . L I . L ­ : 5. 1 DEMANDS: � I . I . � I . . � L r I L I � 1 1, I I Water Demands: Max.= 22 GPM Avg.='6 GPML MiiI 0 GPM ' ' . I I . I 1 L Irrigation: Max.= 20 L GPM I �. . . : L I � . . . I I I ' � L .. i L . L I 11 I Sews Demands:. 19.GPM (Peak) � - . . .. I . I I - . I ZOS L C I � -ding to the Flood Insurance Rate Maps'for Bro ounty, Texas and Incorporated I � 6. A,ccoi I � L . . . I Area., i, Map L Number 48041CO205 D, effective February 9,.2000; This 'property is not'l6cated -. , . I . . . . ­ � � ,in th 9 100 Year Flood Hazard Area. . . . + I I 1 1 �� . 1 17. ,This propI has been determined ,to be part of 'a building plot with. future Lot 2, Block 1, � . 1. . .. . t . . . L i , (or as further subdivided). -'. . � � . L I + I I I � + ; 8. Contour. Information has been prepared from -an actual on -the -ground survey. � L : 9. See Grading Plan for additional grading and layout information' L . I . . . L 10. ;All roof and. ground mounted mechanical equipment shall -be screened from view or is blated I � I . IL ' I i I � 80 us: not to be visible from any public right-of-way or residentio district within 1501 of., � I I ; I . . . . L ,I L � �the ubject lot, measured from a point 5` above grade. Such 'Screening shall be' co.orlinated . . . .I �Wlth Ithi building architecture. and scale to maintain a "unified appearance.. i . , I + L I L I L . i I 111. !All. Fire Lanes .shall be designated by painting the curbs. Fire Lanes -to be constructed � using L r , . ':the "Firs Apparatus Turning Radius Template" and have a fire lane sign at the .entrone'e. The . . I . L I I . L . � , ,curbs shall be pointed red with four inch (4") w hite lettering stating "No Parking Fire 'Lane L L � I . w ay Zone" Wording may not be spaced. more than fifteen. feet (15') apart. L . I 12. roposed sewer service Shall be installed per City of, College Station plumbing code. L . I , L I . : .. 11 1 3. ,00 coverage of groundcover, decorative paving, decorative rock (not loose), or a pe rennial I . �ras is required in parking lot islands,. swales and drainage areas, the parking lot se:back, I I Ji . -� - I ghLq-oI-;voy, and adjacent prope�rty disturbi6d- -duriffij7�an-structilon. - - . I �� it, . . i . . . � 14.. rrigd on. system will be protected by either a Pressure Vacuum Breaker, a Reduced P -essure. . ,Principle Backflow , Device, or + a DoubleL Check Backflow DeAce, and installed as . per Cit ( , -. . ' . . . , . Ordinance 2394. 1. . . L . . I .. . . . . L L . i . I . I . 15. L. All b6ckflow devices will be ' installed and tested , upon installation as per City Oedinanc( 2394. . � 16. Exterior. building and site lighting Will. meet the standards of Section 7.10 of the Unified . o . 'Deve opment Ordinance. The light u o roject below an opaque housing .or d no . . . fixture shall directly project. light horizontally. .Fixtures will be mounted in such a mdririer that L � . . I � � of light does not cross any property line. i the rojected cone 17. All gnage Involved with this project shall be permitted separately. . . � L L I . 18. The roposed stormLLdroin system shall be privately owned and maintained. I � . 19.. Prop,sed *sewer lines shall be ASTM D3034 SDR 26 or ASTM D3034 SDR 35 as indicaied on , I . * Shee: C4.1. Minimurn and maximum slopes L L shall be per the Bryan allege Starioh Upified . L I 1 esic n Guidelines for Sanitary Sewer. . . . /C . . . . I I . I 1 20. Wate' - Service lines shall be Type "K". Copper 0 Sdhedul,e 40 PVC as indicated on Sheet L I I L L . I �C4. 1. � I I . . . L . L . . � L I . L .1 � . ; I * ' L L � 21. he roposed deceleration lane shall be privately owned and maintained. The pr6posel public L 1. I ideiA within the public access easement along .William D. Fitch P 3rkway shall be - o -A red � . I nd: ntained by the City, of College Station. . . I . L I . I � . L . I � : I I i . . L . I . L I I * . � I i . I : 1. . I . I � I � . ­ . Varies . . ; I I . . . I L . , I � I I I ; I I I See Plan. I i L � - L � � I I L � I . I I L L I � : I L I I I . . I I � L I I : 0 oln A L 6" Stamped and Dyed I Si'molabbidbint I I I : I I . . . I I ; - Concrete w/#4 Bars @ . I I I � - L L I / 18" O.C.E.W. See' Note 1. . I . . L I ­,��;+;e ,p', +. "---pi., , �- . -- - - 4 1. . .. - .. . . . -1 -,� ,I1 --!M �� . .A I * ,�� ,L; ;�:--p ,- !Irl. * . .. . .. . W , , . , " - L I 1+ 111�.�r'11. "I - I . ;�),-y -',rAM+,�i�.1,'.-19k . Xf I . F. 1 '� , - . - 4: v - , A. . � . R, 11. .11 5�R--l!`M., ,!+.%, , " 4. .. -�4 , 0 . , ii, ,.--,' � - ��j-,'.*.'�,,'�`:i!�,`.,51 . . . . . q A .. . * , .1 � i.�, . * . . - 11 0 - 4 . II -. - -, Typ. Pavement �ii'� .5 - ., . " , � L L 11-1; -�-,,- - .. .1. , . . 4 . . . . . . . ; 1; 1'' - , ' L ­ . - . -1, -A-`.,K`,i;.`+`.`;0,. - ..' . , ­ � . .. . - -1 - 1 .­ � Section I -J I I I -1 i I - --- " - . - - -­ _._, ­ I I ; .��" '!'..,�,*i�l��'!','�,�.�-�i'�,'... 6 I I . - 4,�- - LLL' I -1 -- - ­ , � I L - 11 _ I � ..� J.fi �, - 'A ,*. ' a. L ' I L .-9 .-;,7'- 7d . . . . . . . . . , . I . 11 :. t.- ,".­­'J'�­"�'L' . . A . . L I . L '. '. I � : . ­ I 4. . . �11,.':. I . 1. I , "'U" . . .. I..; , .. l;6, ."' A L. " .. . ., 1�4-*; .... il-1. � I L I � �' -f `,i� - . . ."', , . .... i!!,+ " L -11 ."+, . �;,$; . -1 .. ..... ... i� N,* . . .; . ;,gr.!-,�- i -,­ . . . . . .1 �111i. ­ 1- . Typ. F 3vement Secl ion .. . . : ; , 1; I . ­�..�,.,­ ,� ' .. . . ,.. ii . . . . . . , : . - ,�, ,i�P1A,N,+;, '4 - . . 'A ' :;, .. ..... ...__. �� , ,0 .! . -.. ., R. -.1-1 Vi . . . - . . . ,� L 1� . 11 I 11 I � . I 1: � ." I � I I I I I I .1 . I . . . I I .. . . . . . I � .:�:. (D N. \ I J-xr�F, ,ii. -.41 I � I , I I . � � I . I I . . . � I I .. \ I I - . � I I ---,. ... I \\\\\ . � 11 .1;2� . � I I . I � I I I I . I . ­ � I I . , I � . I � � I I . .0 0. � . :,.do . � I � I � . � � I . ­ I . . . . . I- . � - � . . zed - , a I I � I.i.,".51 I , 1 1 1 1 i*3" i 6" I . � I � � I . 1. I . . .1. . . . I I F . "' Lime Stabili I Dtz, I . I - I � I � I I I . I .1 � I I I REVIEWB F a .' lhmrade with 5% 1 1, � :.- �.� : 11 . I . . I I I � � . . . . I., I . . I . . . r- I .,. �.�f,. . �� ±1.57. max 4.5 I I . � I . I . I mr -. by weight. �:;", : . I . ', � � ,:.... �� f...."A' - I I � . I I. -1 �1 9 CD � I � . . I � . ! �:::A-�­ --�-,,�j� Neat Sow Cut / . .:;j.;-',-. ­ .. - - .- � , - - , - - - . ­ - I I I � � � . . I " E� � � I ,�� . I I I * ;-z ­- " � � . . , � I . . . I 11 :,.: ."': ... . . . �L I I . I 0 !;.­:��.�:;:t sl -''-; ­­­ . .., .. . ;. 7N L . I I L . . I I . , , - ,. - ` "" ** . . . . . . - ; -, ,;�, --..., --'.;��- .%i:. - .;��­�1!1��., ,,-�.,,­�,;," . L . . -, , . . '- - I , ! . . q ;, ,!:�,��-`.`. -*;� - -.!��:i�le.*-.* ,"'..... jt.�.;. 1.* !.*,.,1: . ." . . . 0 - , , I I .- - " ..i.,.' � i":j"I , ��' .!; .-%-. 'n ` .: .i ­ � 'i .�r'.I.:.I.. . � . '00II 0 M P I_ I -\\\ I CL I * `.�� A . J 1 #3 Bars 0 18" O.C.E.W 4-- . F I I � I � I Al . . I ��.`��!�! r.,!, .. _ LEGEND . L; ti --S\\\\ I i%.b:��­�;:­..­;�' ­�.­47 _.!!'...�;��� :�'�:�.­ L I 1'� ­.: �, ��! �, , -', -Jr,);,Z!��`i!:;i, ,`.*.,'-;,*�,!Ii ;, 'g, �.*��,>�,,*.-�*-;i,.-.,�-�i.*i�,.,�� - .1 ,�,�i.Ju. -;i��:,-`.;� �i� -­, ..'... -.�f.-�.",�*.�*,:*.**..".-,*,*,*,,*,�i.,--,I*i', ­ . a- 1 -.0 . , i. I;. _ . ;.��p,,,,., - ­ , ­ e ",.-,;;,�,.;,"i.'*,'.'-.'�.,.'-".".'� j:� .L- 4 Bars 0 18" O.C. I I I . i L I . .. . I -J:%!-,.; imp, . .. -;.- " ­ ,1 !'! '. -.-,., ,-,- 2 , ". _ , ­ - " , ", I L I � . � .�...,�-;...-�..,�*i.,.'�.��.."..,.,.�;�i...,i,l,,..".,-..,.,",I.- I -�,-. ?", .. �!­K :l� "'...1 f---*, -� ii, �-,..� ,,�r.. _ . I I I --f"..-iil ,­,.- ­ .... j& , .. ��,W-'-.;� - " .. ­..- -- # I - ;., . , - , � .. -­�.Z - 1. I , I i I , , II 11. .� � �,.',,,�,, � I I L . L , I . I �, . i., I � L I I I L I . . I -% . -,�.i,�`!�!4 `��. .. / I * , , ­ , , : � . ­ � .. . ­­--....­.'�-�.-.�!.. I I I I . . . I . :,i"... .. I Ll_'j�._� ..N . I I . . . . I I I . I L . L . 0��, . ,,, ?:: I ...., � ?-� -� J : ­ ". ': I -�* * * ." ­.. ... " -i:t .; . L . . . I . . I co � 6 1, , ..��,.. " , , - � , , , - �,".,-,��-..-.:�14"!.-,�-,,....,- ....., ''ji., i, .. I L . I L I P U�j' ;-', ­n:� ii� 1,-.�!� -.�, -.. .,-�,'....;-.p.* ..,­*�* L . I L I . b; ­ :�, -� - --. , - -; v . ..�- , 1 i, .. ,.;� " " � - L - 1; ­-, a " , Ai�i�.,� .,. .", -�,.!,-F-i.Ii. �,�,x*., .�.­...­ .��.�*,.--i�.'Ii - ", . '..",�!. -, I L I I I . . .. lji;-, �: 1. I L . !' �-- .. - - , - -�-;4;��"-,= i1i't". �­.�Ii.. .*..". L I I : - $' ..t, I . ­­ * . - , - - 11 L � . V I I I I -:,..;*-7 �-.,;'i,� -, .,. . " . I'M .... .. .. . * , ,- ­ . It JUN 2 8 ' g" , - .1 ....'... I ". .: f."', . .. ". ,­ ­­­­ ., ,-::�,;,.;-. .�� V.-- . I I I .. I � . g. -I" - -V;;�i ". ''. ­ .. - .�i,.,--,-� i:-`.`�. - �. ". -E., ..- - I .1 . I -- - NOTE: 10 ­ ,.,. RJ-,.". ,::.,,,��%J,.M ,.-. "; .... I .. � .­!� 4 1 1 1 1 1 I'l . I . MAMM - .u­­.� -N, .. . .... -L . L, I I . I I I I . 0 L I . . �';-�.-., . . I JJW (101III II L L4 �q � *! . 2 ..... ... ,. .� :���, I � , , � , �::-,:�.`��i;;!:i ... . -.��-`,!� a L L . . I I . I L I i 1. Stamp pattern and dye w0wr WWII lha amd L 11-�-' L 4 I I . � ,�',.�_!"_:.-_,�I:,;�L:�', _�,j�..,.�;r.j,.*.,,*,� +- . L ,. I I I L L I I e - . : Co I I . approved by the City of College Station. - I . , . -, ;�L:�', _ , . I . . ­ _..-_ , _..:,;_ , . I . . _ _ L' L -­' ". " ' -� . '"' 'L . I I .. . L .i�.". � _t-:"., L� - _" .. . 4'. 7 -�i. . LLLUL 1 1 1 . : I . . . . . . I L I .q... .. ­,...'� .�.z .. .1 I , :1- !- .��.� -'..:�::."J�,;,�,.-ij:'. - I � . . L I . 1 6 3 I I . . L !?:�--.,�`,v,`,.*,*i! . . -­�. '. � :r.. -..:� a Gas Meter @. Sewer Manhole - [ . I ! ., !' , . a. , '. ., ,-l.-",-.*.,.,.- i,."..,',,"'.�i�,:!,..:I..::!.,�.*-,;.,.,:,.;�:.. . . , _�..;;t�.--�� ��!;_ ­.­.�:_: . . 4!; �:: , - ��! . �!! `;.� -�!* . ­�:.,:: T, L . -,.,!,,-.:,.,,.1" "i�-`,�;r.�*,`�-,--��!� . . Ll . 0- .i:!� ,.�I�; � I !.."'-:.;1.:,;,�,` � : ; � . . . , ... .. .. ­ .��t . 11 I . .. . ,;� - . I A i � , I 4�� . I . - , . I "I- ... . .. e ii I . L . I � , , , "I"If 1 , - �i. - - " Varie -6- Fire Hydrant L L a :� , ,­,., .,'�-- C, ,"I I I . I , T--� ..,.,�., I I "! .,.:��":�!.;��l".�*...-,.!i!�, A Sew r Clean ' Out L L I .,, ..�.. �i I 4, I 1 211 , ioil I L . �,,�'i" -,'�;� �1' , V- . L L I -­- , ..�:.�'.-.�,i!::.;�, - ,!�i�� . . I . . . . .: . III . - , , *** , -, ­'i� i;�. , I . I I I L � I I I ,U) - ,',.� -.,,-,r,..`;.., 60, ,-i!�,�!,!i�;�;-.'�,,� .,,*,..-":�i!,r�!�_.,�:�'.-,*.t,f,4,!".;"..L""�.'!.-,�,�,',;!*',,',,'i..,--.,;.,'Ii,,!..,,��.,; ; , . - I I L I . . I I ­­J��..,�'..", .1 ` .. . GU . L � I . . ­ ­ " ... ,. .-.. I 1 4- ..l, "; ,�.. . I .: ",n --`-`-`A"' , , " , ` .��:.,�I� ,�.*,' . L I i I I . . tn k�- L L L I I . .. - -,,---.­­ - - .�--.,!-*�: . DEVELOPMENT �)ERVICIES � i I I 1. . ..!--. ,,i ...."....,-, .�i�i��!��:i' . . I ­- :��..�� .--.�.."---.-.J!�,* ,*I�',*i.!.--t'r.�.:�.".."A�L���"4"�.�.-,',;, . y Anchor. . L I ,�':,.' -"1�l: � Reinforced Concrete, Pavement . C, I I " I L I .­ , . m Water Meter - ! 1 A ­ .....i, *l.-.";:; �-*.�:,;j�,.�:::.""..,:."i:"I-.�,-., I L I II I L : I i � , , . ".R I 1 ;7.-.,. .'' I I " I I . I '!i�:;,�i�,.,.,.-�..-,�*;; ..... . ... L . I . L I i � I - L L �!:,,-,�i�!41,,,,:!'; ��"',!!` :1 I I � I I I ... ­ S e'e' Note 2. . I �1 I STAMPED-- CONCREM CROSSWALK DELAIL. . L -1,;:1-, . I . I .:: 1. . . L 1. I ­'.�... �...-, L I I : . . L Varies , 1 "! , �...�, .i A Light Pole I- Water Valve I . I �11` . 11� 1. "­ .,:.:. . I I CL`016 I I :f.."ill. 1,ii, ::.- I I I I � : """, .: .1 . I I - I . . I . L � SCALE: N.T.S. 1. , " ..... . . . . . . I . , ...1. ­:!:: . ­­­ . � -1 , - : �::! ,:". � . . L I . I L � ' ...... z - I I ­ ;;.. ;� ....... :. . L I . � I : .. , 2 . " . - -, .� . . I I L , L .1 � � .. L . . L I .. I I I I I i 1. L I I 11 I ... :.:.:,.. ... i . I L I - Power Pole. I I . . � a- I L ,... -­ , :. 1...�, . I .L � . L . I -9 0 > I ,**". 11 ri I `­-` ,�. , . ` , I . I . L I .1 I �. ­� I :.. - i.; I I . I . I ­ . , . L L . . � ,� a . , ; . - i * .--,,.,: � I I ,* . 1. ....... I. I. I, , V : . . .­ I,!, ... --: -i'- I � � . I I . � . I I -...i .,":, . . L .1 ­ I .! :�; a L L 11 � 1'�-'......,.-.,.%"1'11 Y �� ;, I I . -'r �::-.., . I - �!... / I I . . L ", rl ... I � I I . I I I . I , , L I .1 .. I I . . . I I L . I ; I I . ­ 1. . L L I ­ : ,:., ..;, 0 ! . . . I � I . I I . . . \ . I I L _&� L I L I L � . . . . Br 11 . . L 2 Prop , Handicapped Parking Sign . 11111111111111111111 . . ­ V":: . I I I I , I L � I .t : .1 , I I . . L . I I k- I L I � I I � . . . I . ----- � � . ----- . I .! . L I L L I . I I � . .1 I . .. I , . . . . . . , W I . I 1, I I 1 8or . 11 . I . . I I . ft�%,%I . . .1 . .. . I I L . L ft. Li � I . L . L I I I . � I 1. I - I L I I me Stabilized . I F1 -41 1 L, - . . L I . . . . I I L 3 1 . � . I . L . . .L I . I . I I �Z�j v_ 0 F 7, % I 11 L . . . I L a � I L I subgrade I I � . L I I I I I - - - ====-= L Prop. Inlet /- Storm Drain 1W - !'-'.�. I L . SY . I . " I L with 57. 1 11 I L . I . . =W== . I I II , , I I I � I . . . L [ , I L i.e�'i : I ; , , I . 1. I . . I I . L I L I I I . . Lime Dy Weight. I I . . I . L L L . I L I . I . . L . L I or 0- -RI:*F .%. .9 0 1 - I . . . I . I L � .1 I . I I L . I L L I . I I . L 0 * ,� I I . � I I . ;�.. L . , . . . :, I " I I \ .. \\\\ \� - 11 1. I I I . 110. * III ! .. - 9 .,-,�,:.,., . IL :1 .� �. ­-� I , . .. I I L I I . ^ �0 . ­ ­­ r '. 11 � . I I I 0 L I I I L I . � -> -> -> -> - F Drninarie nt+e-h � 1. I 0 v IN � I . . ­ L -- - . ... . � ­ I : , I I , - ­-,­ I . I I I . � . . I � I I I . I I . I I I � . . . 1. . . .0. .0 .0 ............... ... � . / a-- " ,..; .1 . � I � I . I I I : I , . � I I . I �, -;�'­­ I I I . � �.. . � � . 1% BROWNE, - . I ........ III-# ... oot.. , : 1, , , :, . I ;----/- .. '. ul I � I � . . . . J. DALE . . I .... / '. ...+ ; - - I I I : PAVEMENT, K SECTION . . I I � � . .10. � -r. In- - . . . . � I 0. .... 0 .4 , t. :- . J-1- -G 6" CURB, & SIDEWAL . I � . I / q .. .:, : I I � . I I � � . - I I . . I I I 0 . I I � !:�., I 00 . I � G - Gas Line 81890 1 �' '' I , I :: ... !, - I . . I � I I � � . I � . . . . " 0 ; � -..! I I � . !. I .. .1 I ., �-: I I .2 . � � iiil�&, III t I.. .. 1.0 - - ­,' ­ I / ,� ­ I � I � I . . I I .1 . ;*... I � I I .- I Z got Saw Cu ! : I I � 11 .. ,; � � I ,�� I ST4., I I ...'; I I :.:. � I I � � I � I . % � I I I .0 � � I : �:­ I I I I I I . . ! "..-I .... :, � .1 � .!� I . I I . I I - - - : I . I i,3 .+ ,�,'-. � I � T- Telephone Cable : . . / ! %: '. ., ­ I I PI � � , .� .,..�, . ,\ I � I I I I I I . I ,- . . I I I I I � � I . . . . � . I � % . - . � . I I ( ,. I I I I I � I 1 . Refer to Geotechnical Report by Terrocon for more information. � . � I I I . . I I . - I . I � I � I . � . � I . � . I . . I � I If .: -� , I � I . I . . . . ��� I ..1; I I I I . � I I I I -OE - OE . ... . /U . I . . I I � . I ­ I * \ I , I I Terrocon' Project No. A1095031 . I I � I � . I � � . Overhead. Electrical Line � /A 1/1 I + 1, I I � �.E� �.� 1. I � I � � � � . � I I I � . . I . . I . I I . I . .11 � g \ � I � I 111111111111111111111111111111111111111 I 0 .". I � I I . . . - I I . I . I I Tehrocon Consultants, Inc. . � I . . + I � I . I , , I J - \ . I I r I I I � - . I � � I � . . � I + � , � 1 6198 Imperial Loop � I I � � I � I I � ss - - �- Ex; Sewer Line w/ size � I JI �.!.-, �. I � ' . I I .� I I I . I I I ED FORBIE G 1 1 a 1 �! C\ I I � College Station, Te . I I I . . I . . 1. . � I I . � .. I I I I .1�,i%.. \ . I . . � (979) 846"3767 1 . . I � � I � � . I I I . I . - � ' . . 'S�U I.. 9 I I I $ 11 � I \ \ , I . . I I � � I � . . I � � . I . 8S -SS- Prop. Sewer Line w/ size - E'14�D N. : I . I . . . - , .. I . \ . . I � . . I 1 '44 . I + I I � I � I � . . I 11, 11 I I I I III \ N �\ I 1 2. Drive disles airid &;m dim arem s*Mll bbelyppe 1 1 ppwmvmbt.PffWh4gbdMs, � . I Parking � I . . � I . � I \ a ill \ I � I and all other. areas shall be Type 2 Pavement. � . - � I + +1 . . ­ . . . -8w- - -. Ex. Water Line , w/ size I 11.1 I ' ' . 1 , . l I , I . I I if I � + A. . Type 1 pbvement shall be 6" Concrete with. #4'bars at 18" O.C.E.W. � . I . 1. � I � I . . I .1 I .. . . . I I . I 1. SHEET NO. I � . \\, I It . � \ 1�,\ \i � � � I . I ­ . � I . � Island Area � I * , I . � � I I I I I I. I B. Type 2 pavement shall be 5" concrete with #4 bars 'at 1 B" O.C.EW. . . I . - . I , � , \ I . I . -8W + '422� Prop. Waterline & Fir � I 1 I .", I ., I - .1 � I I I � ,D� \,\"�,,, \ %1k . I I I . ­ � I � . Parkin + Area aw -8W � � I ,e,, Hydrant I., -I � - - -- I I I , I " , \ I \ I , I . . . 9 I I . .. . � . I � � . I I � � I . I . I . . . Island (SF) .1 . . i, I I . . I I . � . � I � I . . � . . . I I - I I I I . . � I I ---- . Subdivision Boundary I . 1. � '9, : . � I 194 - . � � Match Line I � . I � I I . TYPICAL 6w CURB & PAVEMENT DEEAL . + I I � I I ----T- . ___ . � .. I . .1 � I ). : r I . - I I � I I . I . 1. � I I I � . . I � � I --0- 1 541 - - - - - - I . I . I I I I I I SCALE: N.T.S. I � . I I I . I � I Prop..R.O.W. Line 'I 1 � 0 1.2s ! . � I I I . . I I I . - � I � I I I . I � I I . � . I I (�) 1 317 i ; I I I I . � � : I � . I I I � . . I . � . ------ Easement Lines I . I i . I I I . � . I - . (4) 9,38 � - - - I � . � I I . . I i I I � . --- - - - - . . � I . I I- -�-- � . I I - I . I , I � . I I I ++ I I I I 1. . � I . I OF 11 SHEETS - , - ---- - -- . I - . --- -- - - - I . . + I . . � . . . . . � .1 I . - � I I I . . . . . . � I I , 00"y - . � . M A10 7-V/-� e com 116.00, .L *%.10 Na tion a I ­ . � .. . ­ .� . . . . . . . I ­' I I / � I � + . . .0. : . . I . - . I I . ` tc. h '. Rr-6 P ' � - V.7 . � Bc�n.k . - � L . 1. . I I � � . I . .:. ­ � . � . . I I . I � .. I . .0.96 AC. - . I . � I , . I � . . �. . . . . � .1 . � � � . I ... Lot- I; + Block I - . ' I , . . Pebble. - Creek�- Ce ' * � nter, Rl'Icse- , , I I I , , I I . /. �- 9467, �Og. - - 72 . I � , ) I (VO , � . I + . � +. I I I i COLLEGE STATION -..'S ZOS UNT)� TEXAS . . ., RA CO I . .. . . . I . . . . - . . i w I I FEBRUARY 17, 2010 . . I . . I I . . . � I . � . I I SCALE- -1'%w20' - � 1. � I � - I , I I . I . - . � . Engineer: � .1 . I �Wm- . . McClure & Browne Engineering/Surve. Pebble Creek Development Co. I 008 Woodcreek' Dr., Suite 103 500 Pebble 'Creeek * Pkwy. College Station, Texas 77845 .. I . � 1. ing, Inc. : � . ollegd-- tatIon;'1TX* 77845�,� ­­�­­ I � ­ . �,:..t .S ... ­ � ­1� t '693 . I ,Q� I . . (979) � -3838 979) 690-09 � 9Z a * - AdhL . I I Firm Reg. No. F-458 - . . Dr I ; � . ­ . . . I I 11111111111111111 . . I . I � I . . � . -- --- I I I I . � . . a �� .. I � - --- - - - - - - . . - I + I A& . . Am Alk. Is . a 111111111111111111111111 - - M�� i 0000 1 51 -00�-cl.2.dwg N=F I . . I � . � . . . . . 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I I Q'jc='l(L0. , �H¢� Z m¢ o Q Z ac~ncc av~iX W J II w n W I g LL \ F= CQ 1 LL Q - O a a U o0 LL LL fr 0 •i . H � 0 � 0 z Ill rn o - � � W Wci a. — 1 J 1R ¢�v F v, 7 N �,'¢� �,'¢ a — — J W J J F J Y \ O Y J �.�•- I I oo - o�, � goy � - -Y 1 z �'�gi-,- F a, -co Q F mfg Hag I �I I ,I ' II I II I II t �N Landscape Site Plan 01-21-10 I II I' NI � e e it - �I I; ® ® U / /I VARIES "O Y a) cz +, CL 0 §il 10.014.12 � SHEET C: 0) 70 I OF o_ a)` d Q) > O Q Cr D N U -0 Cl) N / L. Cl) 0- c13 'I > 0 6WmCL I; it 11 C C o C($ O) 0- 7C) CZ O O -0 ; C a c0' Ali 0 c0 Ca �' C y. > N O Ij 0 � U 0 ce ,I'l LU o Y N w Iffl.T EFA 111►i01 1101! /-dOE Q.11 ��i�,���_,� ra�,,lk�.�.�j, ra. ° , . 1 . .. • 1 , �1 ��••Y•. ..���Y' �� � _ �'�i,'. 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I I Q'jc='l(L0. , �H¢� Z m¢ o Q Z ac~ncc av~iX W J II w n W I g LL \ F= CQ 1 LL Q - O a a U o0 LL LL fr 0 •i . H � 0 � 0 z Ill rn o - � � W Wci a. — 1 J 1R ¢�v F v, 7 N �,'¢� �,'¢ a — — J W J J F J Y \ O Y J �.�•- I I oo - o�, � goy � - -Y 1 z �'�gi-,- F a, -co Q F mfg Hag I �I I ,I ' II I II I II t z Landscape Site Plan 01-21-10 I II I' NI � e e it - �I I; ® ® 0 ( / /I w :5Q C �yzzy�zz_ y��� _zyy�� i L. O O L O L z � O L z v/ / p p a0 Q 0. Q p a a c IL z a �b O O O O u0i m0 O O O R cQ O p W g O N 0 U) 11 It u u u N n n 0) 11 0 m 0� 0 0 p O F n O O u O O O -V n O u u Y v '� 0 2 �W. W y a 0W Q � u) u) T m m Q O O O Q O O Q Q p 0 p W w x x x x x x x w x x X x x x I I M 3 W m d) LU lu Lu z z z JU a000000 a v v U IY rz w D- 0- D- IL 1L IL IL CL Q 4 4 Q d Q d W W W c0 c0 dJ N N N i g , v v v v v v v 4 < d W x x x x x x -' - - - - - _ v v v NI ctJO �O dJ0 NO No "rLu v N N N N N N N vl m m m N Q t (01 O I C z z z z z z z z z z N m N k` O p P� q d d d Q 4 � Q Q � d z z z z z z z z z z z z z d Q z Q z q O O�\ O O O O O O O O O O O O 'O^ O O O O O O O O , VI v v v v v v v vl v v v v Yl In U) _ v v — — to LU l . Q W. a zLL _ � z IW- N W Z W {p .1 d e Q [A ' SV- FG z 04L rnW C, z x ILI < I ._ O 0 A Q< Q Z v v z d . F = W z a W m � �i Q z d — _ I z at �W � � f- o 0 4< v < v z z v tk N O Q m i n Q W � z � = W IY d ,m O Q y N I— M LU LU z Q O v Q w z z a z _ z z z Q v ,_ J o z o -j -j z m (L J z N I i— d n `D v - - - O Q \ Q O Q - W Q d O W z d � � I: t z Landscape Site Plan 01-21-10 CHECKED - Landscape Site Plan 03-29-10 I; I AK 11-2-10 I SCALE VARIES JOB NO. 10.014.12 SHEET I OF d / / / w :5Q C �yzzy�zz_ y��� _zyy�� i L. O O L O L z � O L z v/ / p p a0 Q 0. Q p a a c IL z a �b O O O O u0i m0 O O O R cQ O p W g O N 0 U) 11 It u u u N n n 0) 11 0 m 0� 0 0 p O F n O O u O O O -V n O u u Y v '� 0 2 �W. W y a 0W Q � u) u) T m m Q O O O Q O O Q Q p 0 p W w x x x x x x x w x x X x x x I I M 3 W m d) LU lu Lu z z z JU a000000 a v v U IY rz w D- 0- D- IL 1L IL IL CL Q 4 4 Q d Q d W W W c0 c0 dJ N N N i g , v v v v v v v 4 < d W x x x x x x -' - - - - - _ v v v NI ctJO �O dJ0 NO No "rLu v N N N N N N N vl m m m N Q t (01 O I C z z z z z z z z z z N m N k` O p P� q d d d Q 4 � Q Q � d z z z z z z z z z z z z z d Q z Q z q O O�\ O O O O O O O O O O O O 'O^ O O O O O O O O , VI v v v v v v v vl v v v v Yl In U) _ v v — — to LU l . Q W. a zLL _ � z IW- N W Z W {p .1 d e Q [A ' SV- FG z 04L rnW C, z x ILI < I ._ O 0 A Q< Q Z v v z d . F = W z a W m � �i Q z d — _ I z at �W � � f- o 0 4< v < v z z v tk N O Q m i n Q W � z � = W IY d ,m O Q y N I— M LU LU z Q O v Q w z z a z _ z z z Q v ,_ J o z o -j -j z m (L J z N I i— d n `D v - - - O Q \ Q O Q - W Q d O W z d � � I: m — IK � 4 v i W n Q v v .1 O 6 v W J 2 v v col N v � O �- z W - d tK � -F q A - - N () O N Q w N z \ z z z -► z N IL z z Q — 0 0 D X v IL Q > > V W {- R� \ 4 4 d 0 � ° � O 1 ►- o I- W < LUo v �' O 0 o z Ia m \ 2 \ m W W m z v z to m z tW Iii m J (A F I I Q h -1 -3 aL Q Q W ( - o N v : W ('S R IU W to \ \ Q \ W Q < lU O z W Q W H I( 0 z d l orz < I N I Q V 4 v Q 4 3 0 -7 < < D < o a� "I w z IL J Q -1 v W < z W _ Q z < v W v z O Q Z W= I II W W R� d z �" Q a 0 z i- N z z .� N v z W � z W Q _ — Q Cz 0 Y O N w .0 z z x z z > Q ►- I d W v Q a z —III— A O 4 w = > txWu < O < 0 O Q d Q O K K O w Q m ( Q D v fii v v Q J ~ K v A z N v Z z Q v A Q v Q]IU ; I >a ,� q 6 p 11.J ® o Q N ra _ �, a Q a r U w G .� W m m N C'S) m N CS' I = N N C'S CV \21C'S dJ ;C51 z W H �1 p 0 W N W N I ( acc o 4Qd uj 03 z 4 co Z O v p T z �W N Q a� — r z v 11l tCl O Q W V > z z � O��� o a 1 L v • z 0 N IS) v '' Submitals t z Landscape Site Plan 01-21-10 CHECKED - m — IK � 4 v i W n Q v v .1 O 6 v W J 2 v v col N v � O �- z W - d tK � -F q A - - N () O N Q w N z \ z z z -► z N IL z z Q — 0 0 D X v IL Q > > V W {- R� \ 4 4 d 0 � ° � O 1 ►- o I- W < LUo v �' O 0 o z Ia m \ 2 \ m W W m z v z to m z tW Iii m J (A F I I Q h -1 -3 aL Q Q W ( - o N v : W ('S R IU W to \ \ Q \ W Q < lU O z W Q W H I( 0 z d l orz < I N I Q V 4 v Q 4 3 0 -7 < < D < o a� "I w z IL J Q -1 v W < z W _ Q z < v W v z O Q Z W= I II W W R� d z �" Q a 0 z i- N z z .� N v z W � z W Q _ — Q Cz 0 Y O N w .0 z z x z z > Q ►- I d W v Q a z —III— A O 4 w = > txWu < O < 0 O Q d Q O K K O w Q m ( Q D v fii v v Q J ~ K v A z N v Z z Q v A Q v Q]IU ; I >a ,� q 6 p 11.J ® o Q N ra _ �, a Q a r U w G .� W m m N C'S) m N CS' I = N N C'S CV \21C'S dJ ;C51 z W H �1 p 0 W N W N I ( acc o 4Qd uj 03 z 4 co Z O v p T z �W N Q a� — r z v 11l tCl O Q W V > z z � O��� o a 1 L v • z 0 N IS) v '' Submitals z Landscape Site Plan 01-21-10 CHECKED - Landscape Site Plan 03-29-10 I; I AK 11-2-10 I m — IK � 4 v i W n Q v v .1 O 6 v W J 2 v v col N v � O �- z W - d tK � -F q A - - N () O N Q w N z \ z z z -► z N IL z z Q — 0 0 D X v IL Q > > V W {- R� \ 4 4 d 0 � ° � O 1 ►- o I- W < LUo v �' O 0 o z Ia m \ 2 \ m W W m z v z to m z tW Iii m J (A F I I Q h -1 -3 aL Q Q W ( - o N v : W ('S R IU W to \ \ Q \ W Q < lU O z W Q W H I( 0 z d l orz < I N I Q V 4 v Q 4 3 0 -7 < < D < o a� "I w z IL J Q -1 v W < z W _ Q z < v W v z O Q Z W= I II W W R� d z �" Q a 0 z i- N z z .� N v z W � z W Q _ — Q Cz 0 Y O N w .0 z z x z z > Q ►- I d W v Q a z —III— A O 4 w = > txWu < O < 0 O Q d Q O K K O w Q m ( Q D v fii v v Q J ~ K v A z N v Z z Q v A Q v Q]IU ; I >a ,� q 6 p 11.J ® o Q N ra _ �, a Q a r U w G .� W m m N C'S) m N CS' I = N N C'S CV \21C'S dJ ;C51 z W H �1 p 0 W N W N I ( acc o 4Qd uj 03 z 4 co Z O v p T z �W N Q a� — r z v 11l tCl O Q W V > z z � O��� o a 1 L v • z 0 N IS) v '' Submitals I BY Landscape Site Plan 01-21-10 CHECKED j JG Landscape Site Plan 03-29-10 I; I AK 11-2-10 I SCALE VARIES OF I,CMM>*<°°°°°°°°°° ®° ft ALAN °KING°° ° 1900 01 L O E CU� 0 '� a Lm c LL 0 U -0 +� 0 v� NZC:) o� ❑ v o. 0 p o ,q:,ICU a v r6a c O J .6 n mcA 9 O ■® E 10 Cu C W o v W J = B 0 M a a W v Iz 03� .c c° Cu.D o� m Q — ® E c J� ■ ® o k C O Cu to 10 L oag aa 9 A E to d C O O a � a 0 i 0 O- o U.. c a• I � � R� 1 ti E' i purr i l WCorner of Fitch and Lakew; y College Station, TX 7784 o Wo z LU col W 9 ral Q U - CIO > 1 � J 01 DRAWN JG/CT CHECKED JG/AK I; DATE 11-2-10 j SCALE VARIES JOB NO. 10.014.12 SHEET I OF d I � � I � . I I � . � 1 * i . . . . . . ___ - - . . - . I . . . � I . � . . I . . � _____ - - - � . . _. __ . I I I-'", � � I . . I I � I . . � .. p - . .. . _ - I I ' . - . i • ',.. - - - - .. - _ : . - - - -. - i. I � � . I .1 I 1� . � I I I � . �_ , I � � � . I I . I I_. , � . . . I I . . . . I11. . I . � ,� � � � . � I I . I . I I I . � . I : . I I I . . � . I II. I �.I . .� I I I � � . : I � � I I � � I � � . � . . . i I I � . . I . I . I . I . I I :... I- � � I. � - ., I . - _I I - - J I I I �Ih I. ., . 1 L__ - Scale: 1 - 100 I / -- >a aid Ranch _ ! 11 \�/ i as Centr I I 1 n Tex e ' � I � ,I � \ w Bock On 3 7 1 i 24 �6953, 9 1 I i 0/. 3 I - II, � IFIEL1.D NOTES i . I I : i Lot 1 . Lot 2 I A 43.167 ACRES Pebble t ! � Phase 5A ) I I _ . ! Pebble7 Creek, Phase 5-B 1 Vol 219,3, Pg. 30,3 (I t I I I I I .� ! Being 1 al� that certain tract or parcel of land , lying and bein situated in the S.W. Vol 2541, Pq. 241 I I 1 BERTSO SURVEY Abstract 9 iI Rp No. 202 in College Station, Brazos County, Texas and being i (11 i I rt 'of a 65.62 acre m i I 1 I 1 0 p ( Tract No. 2 and part of the 24.86 acre . Tract No. 3, both i Ir II_ I 2 2 . scribed I 1 .) 2 I 2 I p U•E• -=�. de in the deed from Young Brothers, Inc. Contractors to Pebble Creek Development w i I 10 _ I i P y fi Page 276 of the Official Records of Brazos County, . 10' P.U.E. i I _ Com an recorded in Volume 1671, u i - - . - - - - 5 ss -_ - p L I i as ._..", Texas (0; .B.C.) and being more particularly described by metes and bounds as follows: . -- - -- -- - -- - - -- - _ _"__"(�_. -- -- I - _ i p _ - .--' a 11 / COMENCIN , at a chiseled "x" .mark set for the intersection of the southeast — - _ . P �6g �) , 11-•--24" RCP p-�--24".RC - v _ _- - 9 Y p ! m _ _ n / ri ht of-, a line of William D. Fitch Parkway (based on a 130 width as recorded in 3 i Lakeway Dr'/Ve II alt, e 4 5 u 9 'd cP ,► " V , Page 453 of the Brazos County Deed Records (B.C.D.R.]) and the southwest - 12 R — 8 E – .55 _ �' , p ! Ex s' Sidewaiic POint Of BeC,�lllniny' , m 80 R.O. W. 1/.977, P.135 (2) ,`� =S 4T Q _ - . - -�. HightJof- a line of Lakewa Drive based on a 80 width described b ` easement . _ _ _Y Y ( y ement tt-' ,. 25¢.7. _ cored Volume p , s, , Ex. 4' sidewalk re n i me 977, Page 135. (O.R.B.C.]), sold corner" also being in the northwest p _ �___L = - - - - - S 48 58. " E 9 81 - _-: - j . s . 7� ,,, - II . - . . Jr¢ 1 i line th ;said 24.86 acre tract; U c .._--• Ex. concrete O ' 2-- Drainage Structure it i1. w I - 21' S.W. of R THENCE: 46 55 58 E elan the said La , ( ) . n 9 keway Drive line for a distance of 203.92 feet ® it tot e P NT OF BEGINNING; I W I Ex. Concrete (� . _ \Drainoge Structure Sewer. MH II I 22 , 27.2 N.W. of -- 1 1 C I I .. � w ( - O -IE i THENCE: along the said southwest line. of Lakeway .Drive .for the following sight (8) calls: Nq I 11 NI . . ,O . " Lot 2 " . 0.9864 _ _ _ 1 S 46', 55 58 f . ( - I ) E or a distance of 929.81 feet to a found 1/2 --inch iron rod for . _c Ex. Concrete - - . a Acres _q O Drainage structure :: the Point of Curvature of a curve to the right, _ 3 .. 9 . I __ _ i __ - : - - 4 55 feet_;a o ti Inthearc o _. f said... u Nk � c rve _ hav I in a .::"cent a _ rI_a -o n to f 06 ,, 22 -28 ._ , g a I ., 9 _g f , ! _ i _ , radius o a: ► _ f 760.00` feet a tangent of 42.32 feet a d a' . - , m g n long chord bearing' S 43 44 ( - - I a - 44 E at a distance of 84.51 set I o f to the Point of Tangency, . w I w b 3)S 40 33 30 E for a distance of 179. ! i 0 N ) 34 feet to the Point of Curvature of. a curve • , ,v t I o to the left,. : S 46 55 58 E .. I „ I II 4) 21 i .1,9 feet along the arc of said curve having a central angle of . 14 24 18 , a . , 203.92' ab i radius of 840.00 feet, a tangent of 106.15 feet and a long chord bearing S 47 45 . d. ' . ! I I K f 39" I• at a distance of 210.63 feet to. the Point of Tangency, I� n 20 P.U.E. _ , 5) 5 54, 57 48 E for a distance of 254.78 feet to a found 1/2 -inch iron. rod for . �I the Point of Curvature of a curve to the ri ht 41.3' (V.2281, P.37) 31 . I a, eight, . _ I N V 6) 4.51 feet along the arc of _ said curve having a central angle of 07' 07' 30" a w g g ec. ec I y N dius of 760.00 feet, a tangent of 47.32 feet and a Ion chord bearing S 51' 24' �P . k uJ� ry . 3„ E at a distance of 94.45 feet to the Point of Tangency, g . Iq �` n g. Y M f •:''� 7 S 47 50 18 E for a " distance of 262.55 feet to a found 1/2 -inch W I. 0 . - _ . " _ .. _ _ .. � - - ) , �. �. / h iron rod for (I O all Qin m ,K the Point of Curvature of a curve to the ri ht and _ SO I o 8 39.86 feet ala �, - ng the arc of said curve having a central an le of 91 20 48 , a . , i .o� ) g �. V- 3 x. Q radius of 25.00 feet a tangent of .25.59 feet and ' w � ` n p 9 a Tong chord bearing S 02 09 O) 4 N n ' N q ( 54 E at a distance of 35.77 feet to a found 1 2 -inch iron rod for the Point o 20 P.U.E. I e *F , , !� Pebble Creek Develo Development Co. Pebb/ Creek Deve%pment Co. �1 �, o , Tan enc at the intersection of the northwest line of Venture Drve a p J 9 Y i (based on a 80 • (V.700,P.465) Vol. 1671 ' P . 276 Vol. 1671, Pg. 276 - Z I width �o g A � A av has .recorded in Volume 977, Page 135. [O.R.B.C.]; - . CS 1 `TtJ. 187 .AcirPiS Remainder of 65.62 Acre Tract No. 2 � ' ( i Q (Remainder of 24.86 Acre Tract No. ) y., 3 �, . C O THENCE: along the said northwest line of Venture Drive for the .following five (5) calls. —— 3 !I — f NI n . • w ! � ,,,, - � p 1) S 43 , 30 30 W. for a distance of 103.96. feet to the Point of Curvature of a curve �, qi to the right, I � � ! N 2 56.8 feet alon the arc of said curve havin a `central an le of 04 " �! O I I ) 9 9 9 17.,20, a, I ! 3 "� ,q ! i radius of 760.00 feet, a tan eat of 28.46 feet and a Ion chord .bearing S 45' 39' �' ( - , ��,crovel 10 W at distance of 56.88 feet to the Point of Tan enc . . b� O - _ - - Area , ! 1 3) S 47 47 50 W for a distance of 331.78 feet to the Point of Curvature of a curve 31 �• - _ 1 ► r Lot 1 rl�. th left,01 0 , -. _ -/ Ex. 4 SidewalK,w ,C / / - 4) ,feet along the arc of said curve having a central angle of 05' 38' . 19", a I I / radius of 840.00 feet, a tangent of 41.37 feet and a long chord bearing S 44 58' Z 2 30 P.U.E. / , " I � 41 W at a distance of 82.63 feet to a found 1 /2 inch iron rod .for the .Point of 3 (V.735,P.308) i 11 Tangency and / i 5) S 42-l'09 31 W for a distance of 320.89 feet to a found , 1/2 -inch iron rod �� I ( / Q 0 i ; I O - market the intersection of the northeast line o • ! Dri QO N 9 f State Highway 6 (width varies at . . 11 , �,• this location said iron rod also being ' O ,a=--) p ), g rn the southwest line of the said .65.62 acre , 13 � ! Q / / Ex. Overhead Elec. Line OE---- I tra�f O q� /. , o t •. i . I . ,// / J3r--of=---"" THENCE: along the said northeast line of State Highway 6, said line also being common /, 0E with the southwest line of the said 65.62 acre tract and the said 24.86 acre tract for I r i___-_ OF �: I the followin four 4 calls: • \ _ , , H . I , . , "I _ .1) N 49j,. 24' 06" W for a distance of 685.72 feet for corner, law I of Colles Station / /i 12" RCP M . I 0 0 25 .City 9 a � ! 2) N 40 j, 08' 06" W for a distance of 962.56 feet for corner, . f Concrete Drainage Easement (V.904,P.19&22) /1. O I 3 N 49' 24' 06" W for a distance of 475.00 feet to a found TxDOT R.O.W. monument / ° . I( v'� .. �,"_ _.._.,_•--•-----o�—" C I1 I )and _ Structure \ � . -._. — . — .- .' OE-^-"'1Y.-.°E-0E : °E 0 `.. -.. -4 1 O , n 1 I of " OE— - - - -_ C-,- E -- . y I 4) N 3 03 56 W for a distance of 135.21 feet to the intersection of the beforesaid ° o oma--- - -- - - ! - �OE- ar--_o - - . - _ • _ (r� 3 southeast right-of-way line of William D. Fitch Parkwa ; G -G-s °• W – 475.00------ --_ _ _ I y 0 0 0 °�-- 0._ -- - -- -N 49 24 08 _ `_°�' °E -'O - - - (' ss.o' t THENCE• N 43' 04' 02" E `alon the said William D. Fitch Parkway right-of-wayline and . e- . ec ec I 9 Y ® " " Concrete Drainage _ ~'"""' °E"----oed____ water slow -off _ - the said northwest line of the 24.86 acre tract for a, distance of 526.18 feet for comer; - , structure Edge/Asphalt. N 40'08W -- E�oE - _ _ _ • - .- . __. • - - • "-" 1 a RCP s �/ Oi - -_ �-- o _ _ — . — - . — — — 0— r n •982.56 - ° .Crz -�-'-0 - q- - -' - -" o o OE- 0�-0�- - - -- _ _- - THENCE: S 46' 55 58 " E into the interior of the said 24.86 acre tract for a' distance of 29' wide — _"�'= °cam --oma o - OE-.-p�--=�E OE Ate- _- °E ---- OE �"9 ` - OF _QE _ _0 _ _ :- - - - 203.92 feet for corner, - N 0 -- -M 0 rt C - - hBound ; s �'_' ,�, a _ - — Frontage Rood - — . _ .9 0 r - _ _ 49,24 _ _ _ �-._ _--- =- - _. � -. - . N THENCE. 43 04 02 E o I _ f r a distance of 210.70 feet to the POINT OF BEGINNING and t 1 _ _- Y t f ------ " con 43.1.6 O' .,_ C 7 _acres of land : t - o � ; more or less e: r . e o 9 e o CP _ , H/ ,E 9 S - 1a R 9hW assets tatty ay /1/ nt `V•7 " R. ty O• s ( 54,P. i38 0 �dth ) paries . 0 0 I, Kevin R. McClure, Registered Professional Land Surveyor No. 5650, State of Texas, hereby cetify that this survey was made on the ground, that this survey correctly . ' represents the facts found at the time of survey a that this professional service .11 1 eat conforms s . to the curr Texas " Society' of Pr urveyors Standard and . - c 1 B, Condition ii Su .V o O F • r Spe ifcations for" a Category /A�' - �..• C,�STEq .11 . . . q . . . GENERAL SURVEYOR NOTES: ....«.«....... ................0 . Q , 1. ORIGIN OF BEARING SYSTEM: Actual measured distances to found monuments are consistent with the deed KEVIN R. M.0 ff� . «««.............. - . I recorded in Volume' 1671, Page 276 of the Official Records of Brazos Count , Texas See Location Ma below for - ". . Y ( P • ry ' 56 LINE TABLE LINE BEARING DISTANCE L1 S 40'33'30" E 179.34' L2 S 43'30'30". W 103.96' L3 N 3'03'56" W 135.21' - oEoE-o�oE. . Overhead Electrical Line ' from locations shown hereon. Additional buried utilities structures ma be encountered. No excavations were made S UR h LAND- S VY - - -r - -T- Underground Telephone Line (Approx. Location) during - the progress of this survey to locate buried utilit s/structures. y . 7. This : survey does not constitute. a title search by the Surveyor. All information regarding record easement and . . " Y 9 9 _ CURVE TABLE 2. BASIS OF BEARINGS). Accordin to the Flood Insurance Rate Mas for Brazos Count Texas and Inco rporated Areas, Map Number 9 P Yr 4..'� f '• 1 •. '�" q O , ' TANGENT CHORD BRG. CHORD DIST. . ` _ 48041 CO205 D, effective February, 2000, this property is not located in a 100 year flood hazard arra. 760.00' v R i S 43'44'44" E 8.4.51' C2 3. The -building setback requirements are established by the Cit of College' Station Unified Development Ordinance . y g P 211.19' 106.15' S 47'45'39" E 210.63' C3 • . - 760.00' #2617. 47.32' S 51'24'03" E 91•.45'. C491'20'48" . ' Legend and Abbreviations 4. This survey is valid only if the print has ori final seal and signature of Surveyor. Y Y P g g. ry yar. S 2'09'54"" E 35.77'. .C5 4'17'20" 760.00' - 5. Subsurface and environmental conditions were not examined or considered as a part of this survey: 1.56.88' C6 5`38'19" 840.00' 82.67' 41.37' S 44'58'41" W 8.2.63' . - — as - - - as - - . Existing Sewer Line w size . 6. The locations of underground utilities as shown hereon are based on above -ground structures and utility markers ® Water Meter . - Volume 700, Page 465, Official Records of Brazos County, Texas. (Shown on Survey.).. .. 1� aw-�- -- -aw-- - Existing Water Line w/ size . G- - -c- - Underground "Gas Line (Approx. Location) as " delineated by' utility.. companys in response to Dig Tess Locate. Request No. 091703110 (date requested 06/19/09) and record drawings provided to the surveyor.' Locations of underground utilities/structures may vary N Water Valve Easement executed by W.D. Fitch . to the City of College Station, dated October 18, 1984, recorded in Volume ' " i; - oEoE-o�oE. . Overhead Electrical Line ' from locations shown hereon. Additional buried utilities structures ma be encountered. No excavations were made S UR h LAND- S VY - - -r - -T- Underground Telephone Line (Approx. Location) during - the progress of this survey to locate buried utilit s/structures. y . 7. This : survey does not constitute. a title search by the Surveyor. All information regarding record easement and . . " Y 9 9 _ CURVE TABLE CURVE DELTA RADIUS LENGTH TANGENT CHORD BRG. CHORD DIST. C1 - 6'22'28" 760.00' 84.55' 42.32' S 43'44'44" E 8.4.51' C2 14'24'18" 840.00' 211.19' 106.15' S 47'45'39" E 210.63' C3 7'07'30" 760.00' 94.51' 47.32' S 51'24'03" E 91•.45'. C491'20'48" . 25.00' .. 39.86' 25.59' S 2'09'54"" E 35.77'. .C5 4'17'20" 760.00' 56.89' 28.46' S 45'39'10" W 1.56.88' C6 5`38'19" 840.00' 82.67' 41.37' S 44'58'41" W 8.2.63' . ., O 1/2 Iron Rod Found BC -Back of Curb other documents that might affect the quality of title to the tract shown hereon was gained from the Title Report � p ' @) 5/8" Iron Rod Found P.U.E. - Public Utility Easement f=ile NoS . M-1837 prepared b Lawyers Title Company of Brazos Count dated Jug P P Y. Y P Y y July 17, 2009. The following O 1/2" Iron Rod Set comments correspond to the easement items as listed in the above- referenced report: * %: 4 I . , I . � I � ❑ TxDOT R.O.W. Monument.1 ; � • «L V .[ J."C�r� � . .. I . 9 Light Pole Schedule B: . 11. -a• Power Pole • Easement executed by R. F. Spearman to the City. of Bryan, dated March 25, . 1982, recorded In Volume 516, . QciT OF THE © Sewer Manhole - Page 752, Deed Records of Brazos County, Texas. (Blanket) . Storm Drain MH Easement executed by Jac, Ino., to the City of Bryan, dated May 6, 1983, recorded in Volume 581, Page 713, PEBBLE CREEK DEVELOPMENT MPAN . 4 . Water MH Deed Records of Brazos County, Texas. (Blanket) a Telephone Pedestal . - Easement executed by Jac Developers, Inc. to the City of College Station dated June 8, 1984, recorded in Li0 65.62 ACRE TRACT NO. 2 AND ® Water Meter . - Volume 700, Page 465, Official Records of Brazos County, Texas. (Shown on Survey.).. 2.4.86 ACRE TRACT NO. 3 N Water Valve Easement executed by W.D. Fitch . to the City of College Station, dated October 18, 1984, recorded in Volume 735, Page 308, Official Records of Brazos County, Texas. (Shown on Survey.) . v > -RECORDED . /N VOLUME 1671, PAGE 27 - • Easement executed by Pebble Creek Development Company to the City of College Station, Texas dated January ' 18, 1995, recorded in Volume 2281, Page 34, Official Records of Brazos County, Texas. (Shown on Survey.) ROBERT STEI/ENSON SURI/E�Y . • Easement executed by' Pebble Creek Development Company to the City of College Station, Texas dated January , A —,Jr4 .I 18, 1995, recorded in Volume 2281, Page 37, Official Records" of Brazos County, Texas. (Shown on Survey.) COLLEGE STA TION, BRAZOS COUNTY, TEXAS • Easement executed by J. E. Marsh, et ux, to the City of Bryan, doted August 27, 1941, recorded in Volume ,. � � 2504, Page 83, Official Records of Brazos Count, Texas. (Blanket)©a l , JUNE 26 2009 ° - Easement executed by Pebble Creek Development Company to the City of College Station, Texas dated August 6, „, r/) l .101 . . 1998, recorded in Volume 3229, Page 235, Official Records of Brazos County, Texas. (Does not affect subject SCALE• 1 = 100 `I/ / .. ? property.)❑ S;urveKorc J ��/9 �` • Public Utility Easement b Pebble Creek Development Co Y Y p Company per Plat dated January, 2004,, recorded in ;!Pebble Creek Development` Co. McClure &Browne Engineering/Surveying,Inc.: Volume 5878, Page 128, .Official Records of Brazos County, Texas. Does not affect subject ro ert . : ; 4500 Pebble Creeek Pkwy. S3 ( 3 P P Y) Y 1008 Woodcreek Dr., Suite 103 College Station, TX 77845 College Station, Texas 77845 i (97) 690-0992 (979) 693-3838 . 1111111111111111111111 10650009-010- t.dwg . _ 1 . �i LEGEND Fo- Fiber Optics Cable O Electrical Manhole + TBM Overhead Electrical Line b Fire Hydrant Telephone Manhole uE : Underground. Electric Line - © Gas Manhole Telephone Pedestal - uu- ® Gas Meter Traverse Point _ C Guy Anchor ® Water Meter Ex. Sewer Line w/ size o Iron Pipe Found Water Valve 8s' 8S . Prop. Sewer Line w/ size o iron Rod Found 0 Blackjack Tree sw= — o Iron Rod'. Set X Cedar Tree �x Light Pole O Elm Tree Prop. Waterline & Fire Hydrant Power Pole Mesquite SF—SF --SF Prop. Silt Fence Sewer Clean -Out - - 224 _ _ - U Sewer Manhole Pine Tree Sprinkler Head 0 Post Oak Prop. Finish Grade Contour O Storm Drain Manhole Water Oak Tree x x Wire Fence Street Sign c c c +95.0 - Station 309.E - Top of Curb Elevation Pipe Fence w/ Cable SD1.01 Proposed Drainage Structure No. - ------- Subdivision Boundary Indicates Proposed Water - - - WA1.01 Structure. Identifier S1.0 Indicates Proposed Water Easement Lines Service Line Number ABBREVIATIONS Indicates Proposed Sewer BUILDING CORNER t PLUS OR MINUS' SE1.01 Structure Identifier . BM BENCHMARK SS1.01 Indicates Proposed Sewer CFS Service Line Number PRC POINT OF REVERSE CURVATURE .► Ambulatory Ramp CENTERLINE PCC POINT OF COMPOUND .CURVATURE Prop. Handicapped Parking Sign. CMP CORRUGATED METAL PIPE m Straw Bale Barrier CONC: dib Inlet Protection PROP, PROPOSED. Prop. Drainage Structure DELTA PT POINT OF TANGENCY w/Culvert Inlet Protection e DIAMETER Prop. Inlet / Storm Drain DIA . --a Drainage Flow P.U.E: PUBLIC UTILITY EASEMENT . => - Drainage Ditch DUCTILE IRON PIPE PVC POLYVINYL CHLORIDE Indicated Drainage Flow . ELEV; ELEVATION w/Straw Bale Barrier E.O.P. Straw Bale-/ R.O.W. RIGHT OF WAY - • -. - • • -® Prop. Hose Bib EXISTING SD STORM DRAIN P Pipeline F.F FINISHED FLOOR c — Gas Line F.H. — T— Telephone Cable SS SEWER SERVICE Fo- Fiber Optics Cable OE of Overhead Electrical Line uE : Underground. Electric Line - - uu- Underground Utilities ss — Ex. Sewer Line w/ size 8s' 8S . Prop. Sewer Line w/ size sw= — Ex. Water. Line w/ size Prop. Waterline & Fire Hydrant SF—SF --SF Prop. Silt Fence - - 224 _ _ - Ex. Ground Contour Line 224 Prop. Finish Grade Contour x x Wire Fence c c c Chain Link Fence Pipe Fence w/ Cable ------- Subdivision Boundary - - - Prop. R.O.W. Line _ _ - _ - , _ _. _ Easement Lines ABBREVIATIONS BC BUILDING CORNER t PLUS OR MINUS' BM BENCHMARK PC POINT OF CURVATURE CFS CUBIC FEET PER SECOND PRC POINT OF REVERSE CURVATURE CENTERLINE PCC POINT OF COMPOUND .CURVATURE CMP CORRUGATED METAL PIPE R PROPERTY . LINE CONC: CONCRETE PROP, PROPOSED. A DELTA PT POINT OF TANGENCY e DIAMETER P.D.E. PUBLIC DRAINAGE EASEMENT DIA . DIAMETER P.U.E: PUBLIC UTILITY EASEMENT . DIP DUCTILE IRON PIPE PVC POLYVINYL CHLORIDE . ELEV; ELEVATION R RADIUS E.O.P. EDGE OF PAVEMENT R.O.W. RIGHT OF WAY EX. EXISTING SD STORM DRAIN F.F FINISHED FLOOR SF SQUARE FEET F.H. FIRE HYDRANT SS SEWER SERVICE rL FLOW LINE S.Y. SQUARE YARD FT. FOOT (FEET) STA. STATION GALV. GALVANIZED STD. STANDARD H.P. HIGH POINT SW SIDEWALK HGL HYDRAULIC GRADE LINE TBM. TEMPORARY BENCHMARK IN. INCH TC TOP OF CURB L.F. LINEAR FEET TG TOP OF GRATE L.P. LOW POINT TI TOP OF INLET MH MANHOLE TMH TOP OF MANHOLE MIN. MINIMUM TP TOP OF PAVEMENT MISC. MISCELLANEOUS TS TOP OF SIDEWALK NG NATURAL GROUND TEL. TELEPHONE N:T.S: NOT TO SCALE VPC. VERTICAL POINT OF CURVATURE OC ON CENTER VPI VERTICAL POINT OF INTERSECTION OCEW ON CENTER EACH WAY VPT VERTICAL POINT OF TANGENCY O.D. OUTSIDE DIAMETER WS WATER. SERVICE J -,.-- - - ,,,- - - V �G 0= - 116' F;-!I%%�,;`1Il,!44;: �!I­ '. 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I I ( See Grading Plan I I I . . 1, I: �� �,.; -;','!' -i5i � �,.!�;."il !�i,� ., .. -. ,iiit,f:!�-Ii!i:�01 t \ I . . G'aae � 4--_ Safe, Inc. in alled per manufacturer , .1 � 1L.�-, , ,.i ,:.,!_!:!�� . 11 I . � i Z�!,i'.-: .,., .� �._ . * .::. . � \ I/ . � . ., i �,"g-i � " . " ,. � I * :::;c;..,.%i,.:::-,6: . . I . " IiII :... . .. - . I . I , . - .., -' -`I:.. � . . � i� I I l- i: _:-i*_­_-e..-,::, � . I I : I "... I . I - l'-f".z0�,-, SM -, ., . 4630 Ada Drive,* Suite B I I 1 1:777 _ I..". .��,�.---.-_`,! 1*!�-�.ii,lt,*.. i: � ­ � recommendations. ...i 1_, I I - ". ..... - . :11-11.1.1. -f�,��J-ri.�� _TI,!.:: . ... ;`X!:XM� ... ci�� , _ __ I I ; 1..:�­,. �,-:.,,"` I S 46'55't8" E_ ;�l,,';�*.,.:.",..'7!i�i.-�',�ii.'; :1 ,'�;-�':� t0i�"i*,�,, - -,`q ­ ..',,�-,�,--.-,�-.���i,,--�';.-.���,-.'-,�-..�i-."'�..�'.',"�'--'�'-c..-��.'�',,-,*;'..':i";"��r :1.�.;il�.'.-""��.�,'�",it'�.5!...".-,.L�-; ,,....I�i,-.."�,'.--4�.,'��.,-.-��.,.,.*,.,*.-..-��r"-,.-,.,--,..��,�i.�'...,,,��!i . I I . 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I . . . I I . �� 11 1I " , I �: - - ;; ,;�i !:., -!i; � Ip 1 35 SY of Stamped _ 198.92' - I I . � . � SCALE: N.T.S. I : � X) ;;; __.. I �..,. ,Y.1 . . . I � I I I � .1 1. . I 33 Concrete Crosswalk . . � : ': ... , - I I ­ / / X�./, // I/ /\ -N . . ­ � r � - (/, x- � � .\ , � . . . ., .1i 91 . . :.1 I � : . . ;­_"', I I I I . I I - .1 1. 1: I i I , ..ah I . � � I \ . I I , I ,��Ii,l I . * I . ,,,\�\� 11 I . " � ` -*�i,!,";�;-.�,Z." � I - 1\71 -� N . � I . . . 6ir,,��i--' I I 11 ill I I . I 0D �;,,I�:-,L�t�� , - , ! (a I . . I I . . . : ". .:.1ipn.- 1-�`..`1i".-.-1-".-1 ',�- �;1-11�1'1�._�`�, - 0 . . I I � . , . I � � � � I � � I I I I , , I . � 1 Ni:i;.,4-,!- - � .-i, 5- . I I I Typical Pavement Section � I I I I I I . In I I V) 133.61' � I I I � \ . � I It I , I i ` . �.`,--.,Y,�'-',,` -,.-.--,.`�','.1i: " . � I � I � � I : �--!�,"� �.,,i7.i.'.��"----.i:7�l.*.".-,-�!*"..�'. � I � . I 11 ! , Cto . . I I I I -'i�-1,10S ""' , "*�'i�-,­`. I . � . � I I I I I � � . I I I I .1 . . 1: ` 1 _.4.", ..Anliy ��I:i.�;��,4�-- I I � I I . See Detail. I I ::;. , - , I I I I 0 ,l�.', . I � I �, , I . I I . i;,,4'. " " I- , ` ' I � . ASPHALT CONNECTION I � . I � I � � I %' i.. ,'N.*7�iiii'*-, Fire Lane Striping � I I � ­ �. ,iiij,", .,.�d I '. I , - ` ­ � I 1, 211-,,; .-! ,-� . � . cn " i.,�- !!. .,,- � i I 9' bD --r .!�_1'1!1". - 'I ,!i',',i,3',_-.._'Z . . I I � I � . ;�j`j-..',iii;;�� 6�,­-;r ...... 151 (Sao I Note 12) 1 1 � � � . � � I . .., � IV - --- �� -,��-;� - � I a I . - �-!"gi;,�� ,'..,��.�! ..-��_11 . I . . i!il _,' ;,Qlr,��. I . . � � I I � . . � . 1 I . I I 11) I --,`;1;" . :;`�;:i,�ik � . I . . I i'. ,�l i .... �­, I .. `ii�,,,;�K;; .:' �-.';�.-,',,�I.,, I . . I . - I., , a I I . � � � � . � " 5!"`ill!,,I: �!�..4,-;,:..,..-.,!,�,,-.-,.':i.,..a . 'I . . I I I 11 � - -, � . I . I I � . . . .1 I 1:;iiA r.."A"M � � I � IN i;r:4.f"1;11 - I . I . . I ,!.-"!:i_!�,�'-,.', ;-,,-,.tl,.,;.---,- � I . . I . � I '�, Z U.: Ii � � . I . 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I - ii ", � i : t:! .1-- � I . 0,.* . 41i .. ,.��,.".;".,�.',il;l��,�r.-..-.",i! ; ::--i,!.... i` Ii -i i, . I . i % q - t i I I 9 1. ., I , U, . I P-, 15 " �f2) t 2 i 15 . I I , I � I � I - ii . 1. , I . I , I , o I , I . , , / 11 I '... .1 'It. I � . � � - - , i,_ ­v , � - - .." 1:... . I 11 . � I � I I - i,,i,.`O�i, I � - -.7 '. �,:::,::-". i, iff-1.11! � I I ��,::..__.. a .-I. i - � . : I � . � I � � � I � I I . I , � , :Ii, l . � I �`-i:;�::! .. . I 1 - , V�.�'!.,i--,'�21-��.-!� � I . I _;.,.i.: ­­ ., -�-�4�.�!,i::,*".!..:.r.�!.-,:, � . - - . , . ` , - .. .I. ��. ! ­- _- _..:ii -1 ... . I .�� . � ., , �� ;;..: .. I ... , ., - i iL, - . ...'..'_ -, . I I . � I . I I I ­ I ­ I - U, t � � I I . � - i: ,I. I'll : .,...�;- ...'...., . - !�ii..*!�i%i�:!�.. I I . � -;�Vi;]��`:1!� t;:j�.ii:�:'!.._,�' I_,; , .., - I 'i.,'.-�'g! :iil- 6; ,�,__'. I I I . . . . . . .. � I �i��Iili',' *5*�� _; I � I I . - ...,._ %. ... . � � I � I I - : . ; __ * j _'.!.-_ I � . .. ,s .,�. I i I : .,I �,�,!,.!� ­_... 1" Reinforced Concrete Pavement . I I .� !�il_.._Ikl i; I !,i-i!.-.1�t: .,... _i`; ..:i:� . I I I ­­ : :,:.;, , 1: - . I I � 11 .i .;,UAI!�;I.. . I _.i i....""." '­� ;6m; �,-'i'--_!t: . . . ; `-I-.1. ­ . _ ___ .1 I � . I i;r';';,."1!`. ili� � ., . - ­ I 1''.. 4-- M . I I . � .1 .. !:: � '. - � � I . I 1. _�_ ,;;,� � ': '!,, . I .1, .,: �i. _:_ . , - _'. � .. * . Iii .�i, ,,,, - , ..." . . I .- " * See Note 2. " . .. � . - .!Y" .--� i -`t � !.,.:�i.:., I . . � � I " ­ , . . is. � . � i.-,--.1 .!.-..-,. ;. I � ­ * ,. , ,,, ti!�,,� �'!�.* ­�-P,,�� IRI I -, . Varies . - . ... .....­ - i"i; 0 � � ],� I . - � ­­ i.!;;�,� ._�, I I . � .:. �� :i . - , - .. I � . . I I I i.112. :::,."..� !.�!:. . I ... � �Ii. i;i... - -1 '� . _.,, ,-. ­ __ � _­ .... I I . :.... I . `:." t;�: I . - . I , .; . :i'�..--?i11�`r:`,`1l ..'....., ,.-.-. 11 I ., .... ..... . ....,I I., ....... ­- ...- - .... .... . ...., - - .. ; ,I......- - � .- - ... �� �_ � I . I I :: I I � I . I . � � � I I -J.�,,i� I 11 I I . � � I I . ... .1 ; .- 11 - -1 i I I . .. I 11 . I . � � � � I � . , - �.. . * 011 : , , Vi 'i -. - .1, - , , i � � -i_, � = - .1 � : � . � - �.`K - ` `­ . i_` ­_ - " C . !�.'.� . V . i�iJ`4-I,-L`,1,-K" _�, . ... 0 � � . �.`_,..-� :-",:,.,.-',,-.�*,,.�'i�,*,�.,.,..,�.-T, i I, - I - .p . . ;."',�i , .,,.,..�-,�!,F'.i;.,..-."."�--.. �',`. I � � i, ** 11 '1� 1_11�_ :1 i �, ., I, � � � . 5`i` �� . � ,- .. 1. ".- . I. -1 1'111.,'-� ! . 2 \ "",*I i . I . . . I I � 6 LI a Stabilized I �, � � I I . I I - I- . I . I I � _. __ N.'. . . .R i: .1;'--1!1k , .q. I I . I � ' � � I � � ............. ........,- I I I ____ � I i I - : . - I% , .- I �71�- . . I I . I I I I subg'rode - with 5% . � � � I . � . � I � .. viEVVED-1 FOF ... . � Lime by weight. . ''I I RE 4,&-- . , � . I V. I I I I I i I .. , . . � I ­ . � I r r I .P. . I . � ��_ - \ � � . '*...- I I I . I f%OMPLIAN"i = . ka� I I I � %.0 I" . I I � 11 . . I I I I . . . I � I . � I I I I � I I I � I 4 I I � I . � . � � � 9 I 1 1 1 1 1 1 1 1 PAVEMENT & 6" I � � JUL 02 20.10 1 1 1 1 �'i- - Uil 36 1 . I I I � � � I I I II .� :r � � � � � I I I � � I I I I . � I . � . I . -�., * i'll-ION I ! . I � I I . I . I a. � Match Ll'ne I � . . I . ,�-,�Ai L I I � I . I I . � . � . I . COLLEGE i , � I . . = I 0 1 1. ___J.;iIi:,.1,: 4- - � I . .1 . I I I . � I 11 . .% . . , G I -W 1. ..-.-.,�.�, :I': :I I I �1. � � � . I I � ... I I � ,-a ',*., I � I I E14 INEERN_!�� I - - r- � I I I I . . =.. 1 ,"'.4; 12 , . . - \ �'.�!,,'�;; ��::.`.' II % I I . . : . I � I . I Point Table - . . . I . . � . .. I .. . Point # . - Northing . � . . I . .. , Easting . - I I .. � Description . . . . I � . 1 I � 10191252.32 I . 3579873.53 . I . � I 5log. Comer . . 2 . . 10191218.22 I . � . � 3579920.71 . . . . Bldg. Comer . . . 3 10191266.96 . I I 3579967.17 . I � Bldg.. .Comer * .. . . . . � . 4 . 110191312.12 . . I . . . 3579920.07 . . . . . Bldg. Corner . � 1J I I �11 V I V 1146ali I .J.0 I ul UZ..iii I 1`0 . I I � . �. ____ ___ ... 6 .. . � 1019,13.80.02 . . .. .3579873.12 �. � I 1 . - TO � . . � . ii� I 1019.1385.33 -3579945.04 I . . I . . .. TC . . � 1 8 , I I . . 10191347.77 . .. . . . '3579985.22 .1 . - .1 I I .� TC . . . . I 9 . . I � . . 10191335.48 . I . . . . 3579998.37 .. . . . . 1. TC .. I 10 - . . I 10101304.07- .. I . . 3580031.98 . .. 1. - - TC ' . . I . I 11 . . . 10191151.30 . I . 3579901.50 . � - : " TC .- . I ' * 12. I � . 10191274.45 . I 3579973.61 I - . 1 TC . . 1 �13 10i91329.76 . ; 3579914.43 TC I I � 4 � 10191326.55 . ' 3579907.32 � � I TC . ­ 1 15 .. 10101281.26 . 3579864.98 . . 1 � ; TC . . . .16 . 1 10191289.19 . .. � 3579857.96 � .* Rg.' . . 17 . . 10191291.32 . . 35798-51.29 . I . I . . . -R2' I . � . � . 18, . � 10191280.44 . � � .. 3579800.99 � . . R4' . . - 19, . . . 10191372.98 - .3519886.50 , . . . R4! . 1 R4' - . . 20 I 1019134 . 0.06 I % __ . 3579898.73 . . . � 21 � � 10191339.58. � I I . 3579911.98 1. . R14', R38' 22 .. . . . 11019.1343.82 . 3579922.09 . 1 R4' . . � . . 1.23 . I 10191334.81, . . � 3579978.59 � �. � . R4' . . I . . 24, . . 10191327.99 . . � 357991,95.89 . 11 . I I . . R4` � . � . . . 25 10191276.15 . . - " 3579979.87 I . . R12' . , . . 26 . . . .. 10191281.58 . 3579985.75 � . . R,V ' I . . 27 . I., 10191246.014 . I . � - � � 3580010.59 � r. .R15' I I � I 28 ' I � . 10191193.7 O . I .. . �ftonii::_6. 2' 1, 5 , - . I * � R15' 1, . . . . . 191231.48 :_ - ... .. . , I I. R15' '. - I I I., 30 ----------- 10191238.54 __ , 35130698-1.0 . . � . I . 1 1�25' . I - ' 31 I 10191184.19 358015' 5.39 . - I - . I I : - � R25' I � � 32 , . . 10191229.18 ­ 1 3519930.95 * -l15' - � I ,� - 1 33 I I __J_ 10191221.34 � . . I - '3579804.61 . . . , I - I 1 R15' " 11 .. . 34 . . . Z � 10191200.67 . . . 3.579SJ7�68 .. . I I I I . I R25' I 1 35 10191203.76 . 3579694.37 . . . i��5' '_ . 36' I . __ . - , 101 . 91137.65 . 4 3579647.94 ­ R25' 37 . 10191148.23 1. . . . 35796.95.20 . I R15' . * � 38 I _____ - - 10191291.11 . . 3580026.34 I . R4` . . 39 10191154.90 M79629.84 . 1 TC . - 40 . � . . 101 . 91116.69 .- . 3579593.41 � . I TO � . . 41 I I . . 10191023.56 . . - - . . 3579498.41 . . - TO . � - I 42 .. 10190981.30 . � � .I. 3579453.56 . . - � TC , 1 43 * 10190977.33 " . .3579448.78 . . . TC __ . 44 .' II 10190924.00 I . . 3579373.82 I & . TC . I . . I I .�: I � I I .. . . : � 13� . I I . . i � ! � I I .. 11 .. . I I i I i . i I � � I I � : I � . . I I I � I I � I . . I � ! ! I I � I . . . . I . I I . I I I . . . I I � I I I I � i I I � . i � I I . I . . . . I I : � � � . I - . i I � . . � I � i .1 : � I ; I � I . i I � . I . . . . � . : � . . . . :::) I I I r I . I . . \ . I � I ... . . . � I I � . . � . . I � � I � I I I . � � I I I I I i / . . . . . . 1.� � . � I � � T . I I : . . . .. . I . i � � � � . ; I I I . � . I . I . � � � � � I I I I . I I . . � . I I I � . . . . I . I . � I . . . i . � I I � I � . . . . I I I . : I I I I I . I I . . � . . I . . I . � .1 . r � I : I I � . I � I . � I . I � I I . I I I � � . . � I � I I I . I I I I . : I . � I � I I . � I I . VICINIT)"' MAD. I . GENERAL 40TES , I . . . I I � . � . . . I I I I I I . � . I � 1. This property is currently Zoned C-1 and OV. . I I �, � � � . I . . I . � � � � 2.:. Owner & Applicant: ' . . . . � . I � . I I I I . ' � . I I I . I : I I - . I I 1. � I Pebble Creek Development Co. .. - .' . ­ . I . i . I � . . � I . . � I I � � � I I 1 500 Pebble Creek Pkwy. - - . � . I 11 . � I � . I � � . � . I .. I . I I I I � 11 . . . � . . ... . . . . . . . � I � . � Cc lege Station, TX 77845 , - . . . � I � . . . � I I I . I I I . . . � � - � . I � . I . . � , (91 11 � ,� . . .. I . I � . . � . . . 3. ` I Proposed. Use: I . . � . . I I I I I . I - I I � I I . I I . . , . I I . I I I I I . . .1 � I i Bo Ilk .Building � - " . . � . . � . � .. I I I ,�. � . . . I . Proposed Gross Square Footage: -4,668 8P . I I .1 . . I.. . � I . I . I I . . . . I . I I BU LDING WILL NOT BE SPRINKLED � . I I . . I �, ..., � ,� I 1. I . � . . . I . . . I : � 4 1 Pa' -ki lysis- . I I . � . . I � I I . . � I I . I . I � � I I I � I 'king Spaces Required: 1 4,658 SF / 1 per -250 SF=' 19 : I . . �, I i � I . : -king ,Spaces Provided:. 1 40 (includes 3 accessible spaces) I � � . � . � � Qu'.-uing Spaces Required: . 1 Automated Teller Lane /'3 per [oli 3 - I . . . � � I I I . . 11 I . I I . 3 Bonk Teller Lanes / 4 per lone= 12 � ' .. I I i Queuing Spaces *Provided: >15 - � I . � : . . I � . � . 5.1 WATER AND SANITARY SEWER DEMAN IS: I . . . � � I � I I . i i Water Demands: Max.= 22 GPM A,,-.= 6 GPM Min.= 0 GPM � - � . I : � I I I I � . . . I I Irrigation: Max.= 20 GPM . 1. I � . � . I . . � . I I ' I I Se e ns GPM (PeQ � .. . . � � - . . . 1. a . .. i � . I . � . Ac ording to the Flood Insurance- Rate Maps'for and Incorporated . A as, Map Number 48041CO205 D, effective February 9,2000; This property is not'jocated -. I . . . . . � . � 1 in, the I 0 , 0 Year Flood Hazard Area. . . . I ., I . I . � . . . 7. Th s property has been determined to be 'part of a building plot with. future Lot 2, Block 1. I . . �. . . I . . I., . I (of as further subdivided). - � � I I � . I I . . I I . 8 Cbriltour. Information has been prepared from = actual on -the -ground survey. � � . � I I . . . 9: Sea *Grading Plan for additional grading and layout information. I . . I I . I � 10 Al roof and -ground mounted mechanical equipment shall -be screened from view or isolated � I ... a as not to be visible from any public right-olfaiiii or, rasidential.clistrict within 150' of. . � . . � 11 . . t I , subject lot, measured from a point 5" above grade. Such screening shall be' cc ordinated i � I w the building architecture and scale to maintain a unified appearance. I . i I � 11 Ail Fire Lanes shall be designated by painting the curbs. Fire Lanes -to be constructed using � . I " I : . . thi : 1 Fire Apparatus Turning Radius Template" and havie a fire lone sign at the .entrance. The ' I m ; � c� -ba shall be pointed red with four inch (4") w hiie lettering staring "No Parking Fire Lone I . . I 121 Tic Away Zone" Wording may not be spaced more than fifteen feet (15') apart. . . Pr �'posed sewer service shall be installed per City of. College' Station plumbing code. � I I I I ! 1 13; . 1CD% coverage of groundcover, decorative paving, decorative rock (not loose), or a perennial ! '' I gr 3ss is requited in parking lot islands, . swales and drainage areas, the parking :lot setback, . I . ri�chts-of-wiay, and adjacent property disturbed during construction. .. . . I . . 14 . Irrigation. system will be protected by either a Pressure Vacuum Breaker, a Reduced Pressure, . 1, "i ,. - � I .Principle Backflow IDevice, or a Double Check Bockficlwi 'Device, and installed as.per I . . . . . I I I Of lincirl 2394. . . I � 15 All backflow devices W611 be installed I . I 16 Ex erior building and site lighting will. meet he stan ards of Section 7.10 1 . . . I Dlp telopment Ordinance. The light source shall not. project below an opaque housing !land no . fix:ure shall directly. project, light horizontally. Fixtures will be mounted in such a miinner that . � thy projected cone of light does not ciro * line. . I i i � il� All signage involved with this project shall be permitted separately. - I i I I I � , . 18. Tlie, proposed storm drain' system shall be' prilvately owned and maintained. I � I � I . I 19�., Pinposed sewer lines shall be ASTM ,D3034 SDR 26 or ASTM.D3034-SDR 35' as indi 1 ated on ' � * I . � S1 )at C4. 1. Minimum and maximu lo e r the Bryan/College Station I Unified . . .! 1 .6 ;ign Guidelines for Sanitary sewer. . � . . . ! � i I I � 20. W ter Service lines shall be Type "K".Copper at Schedule 40 PVC as indicated on Sheet . . I . CA.1. I � . . . . - I . - I �. I ,a propose ace era ion one s a a p va owne an ma n ne . a propc se pu a BE ewa k wit in the public access easement along.William D. Fitch Parkway shall be*owned - � . .or d maintained by the City of College Station. I . . . I I . � I I I * . I � I . � I . . : . . : I r I I . I . I . . I � . I � . "' . Varies - . . . . - I � . : I � See Plan. . � I . I . . I I � ­ . I . � l � � I ` I I ToBled Joint 6" Stamp Swelabidbint I I � Concrete w/#4 Bars @ � . . i . � ; � � I . . I I I I � /_18" O.C.E.W. See Note ,1. -1 . I � I I I UR" ,* , 4; . � - . A 1. . .. :1 �'. ., .' .. . p 4 % I. i 1. � 1 . i � ei�,. --g !!...""'ili�-s' �' - - , -.A' .4. . j- . p I � 1:r.i�'�","!, Q:,.� ,'!:j,.`§ . '. 4:v - . .. 4 . . i I , g', ,ii, ,., 0 4 "'. i I K.S,161 . . 4. .. - 4" :i 1! .. .. Ty . Pavement -.1.1 : . . � ._.Rlifo.!,�. I il. I .9 . .1 . '. .. III . . . . . . ,d - . - - I- ". ` * '. . i., 4! ­ .4 1 1 � 1 4 ** - . I70 ,.;W.. ­ a ­".Ik,f;gggg' , Sect on . I I I I !�,-.,'-.'�.1,1�,'��,,t",�,,��",!�'z,'��-� ", .0 - - *. .4 , .A S' .d .." - ,i��j- % . . � 1* ­� �;!ii.. i I. * % �! �� � �.., t I �"ill . .) , ,,i�, , ., , . 4. . IP .. , '. .. . " , q.. i . - . . . .." A .. .a I. g,-F,gT@ ..a"'. .. I i ., I . ! . . . . . � I. -_,_..__.1-.1 .... .. - I. - - .,. . :; . - . . I. ., . , � I a n . , "iV ', U�i R ", � . I Typi Pavem: nt E ectio i..':! . 1,8,0 ilizlni � N . .. - � -.711 . . I � � \ 1\1 . I - ; . . I C� % \ � I I I—— i;i & . . a I . I � I � . 60 . � . - � I I � I I � . � � I I I . . . . I . . . I ,I, .. 11 . I I . 0 I, I I I I � I .... I . . I I � � I . � � I I . � � . I I . I . .I- I - . . --- �. - I . - 11 8 Lime Stab lized - . 1. . I I .. � N. � 11 .1. . I I . I I . , . � 00- , ...;: . 611 1 1 1 1 � . I'll, :. "I'll, I i I .! I , I 1 3" 1 _.� � I I . ,� 1. . � . I � � . ... . . . I I ' I 5ubgrode with 5% 1 . I . . I I r_ . . - - " it ,� . I - . � . � . I . I I � i . � .- I I I I!, . I REVIEW - ) FOn I . 11 :? III ;�Zza ,,'t.�;, , I � . 11 . . . I � I I . . I . . .1. I I Lime by weight. . � I . I � , , " I � .11 2,;'.;� .,;,�. 14- . 15 I I U. e .�"!: y weight. . . ---- 1'. _ , I I � I - � __ I I I I I I .� . : . � . � I . . :0.57. max I?-- I I ; . . Il U , t I I � :�:., .. - ... - . � I . � . . I . . I � � : 1�-.,.-� - - � I I A."MR � NOM . . I I I li-�T.�, ,... � I . � . ­ �...jiz: - � `--i"iiii......iii . I I I I � � . \ � I I , ; i . . �:: I's 0 18" O.C.E.W r I . I , .. .. .. .. - 1* I � . . t.: ,:.,� +_ . � � I - \_ _�, I c��, I I . Ir I 1 #3 Ba - - I - � .. , � � I I � � � LEGEND . I IT I I :!:� ��.`_,".'�- -�il�:`i Neat Sow Out 1 5 . C%i I � i!: i ;,�iw' .. _,* , I I I . I I I . � i � .-- . I . . . , ""�;.,..y1:j::.i., !,�,!L,-_"i�.:� "; ,,-,.-� ...�:�i.-..-,..�"!�;--�i...;�-,.��.'.:;��*,�.�*-�i.,-,..!.,-..�:�,,-'.�...-,.,..;�.,�,.�, .!,*.�l�.-..:!Z�,�,i:.:."L���,i�,",�'�.i�;11;�..i�i;��i.*.',-.-,�f�!i; I . I I . . I . I. . I I ,:j ":!:�i.'.!::..,�:i,�i�r.,...,!-�,,-�""!�lr.'.-�j�i'.!i�!�".!!---i..-..���,."�i� ��,��,.�;i�i_.;, . �.-..!!i��,.--.,...-.i.".--,--_,.-, I I 01 - � .iir!.�,;' C, �,:-,��*��-.:������".�-'.,'..-.��:���:�!l�:�.-.'-�..,... , I'' _,i�ii"��:; , I ­­ -1--.'... , __ - ,. �; ,;'�':,':,*.-!�-.7.,- #4 Bars 0 18" O.C. . .� . I � . I � I . , il!:Ii. - , - i "i -ii :14 ..ii. I � I . � . . I I I - I .;,I ­. -1. :'11i.-1 ... * ­­ o.�.'.'.t --5.�* ,�;%i� , , :.. - . . . . I .1 . � I . � I . I � I . I I . , - - . . , ... � . � . I I I 11 I � I I � I . I . I � I I I . � I : � I I ,�i,';!; i. -'iii.: .'. I � **`*`�.:-," .. ', -.-,,�.-.*�;.',�'.�-",.,.ii�:"*i."-".,.--,**-!�,*.-.*.!...!..*�-i�..�,14Fi��*,'�--*..i��,i!."�,L.!�!!,: 1i-1.*1 Li.i�� I � . . NOTE: I . .. .- - a / I .1 'I , - . , Z�pr�,ii:4-t.1-.,--.;. I . . � I I I � 1* 'r - ` ` - 1, . � I I � .. ": I . I . I I I . l I I I I - 7 -? . ..�..,��,,..*..�,:,.-.����-',,.i;�,�,!�'��*!.�.:!:i��.,��i����!..', .b . I I I I JUN 2 8 2)10 'dye callmir dnzdll Um ad ". " � - , . : :E!. .. , _ I . � � I . I . 1 . Stamp pattem and BW OwrEffr arad -4 . , . .... , i'l ..", ,..:.."**."i�*t.*,,',*'.*�.�**,,�,,;�",.",�,��;.�,-.,:.,..,�,-,.. J.:,�,:,i.1__­`1i:� `*1.*`!*�-,,.­-,,,W -..' ­.; .­­.,:I�il - .14 . I . I I cc I I I 1. I,.;,..- _.:.V:.i ... , "�'­ - -�'.,;�..,�.;,-,,, , - -l_ _1;_1_-,;1 I "i I . . , . - ....',!".�:.:.i . mi'.1.1.1", i .;f!-!...1.'_-,_*.-'�--' I ".i., --.i,�, " L::, ..'..'p �P..t - , ,�- , . I . . I � � I � I * I I - .41. -7 .� :; ; , ", , ,l,-��: � . - * . .A: I I O�;-.�,��-..-�;,.,..-,,-.;;,�-,�i*,-.�.�,�l...."",,",;,t...--��-I 4 ,M! �6 CL *��,2*.,. ..*--*`..*`.�.� iv., I , I ,..'�;,,.; ., M O..,.,.!"*",L,.�*�.�'��.::!.--*!'�..*.,**, �*-,i.q',! ., t �,',,,4;�e,,*..";!;.:�,.,.,..--,-�....-,.-�.";,.- I I " I R*� ',.i. I � !"!�',,;.,� J,�",!i_i, .... , I I ./ I � � ?*�;*,...'i."*.*,7..*�j.:.,..'.�-�.�,��'��!�..--;::�..".��.; ,,� .il:" 16 � . I � � I � � I I I . L . � ...!�. - , . 1I.0 0 . i -i-- . .ct . .. _. . - ;_ ,..!!::��, � � I . I � - I . . � . I I i", ". ; l!.,.�.`:�J I I -& Fire H drant I . . I I � :,",.t-,,.,,�i��:�i�.,..,-.�.'.�:!:',�� , ,;._;,.;i;.�.-:_--i, Varies I I y . , Sewer Clean *.Out . I i . roved by the City of College Station. . I i L4' " �49t I � - , - . - :� �, I . . � , . -_:;i, , I . I . . i , ��,,-..'�..,'�4�,".:!.�-,,;*,,...".-� !'t'.........,ii: I 8v I I I I . . ­i�-..t.:...1..;.­!%, _', ,_ I . . I I I I , "....., ..... . �:1.1. ".: -.i-.!i rt �, �i.`.,! 1 ..4-- � . I . . � . Opp .. . . I . � . I � -;;:,��I,. . ... � . I . . I � � � I . . . I . . � . ; . I I I _ `1 . . - ,.�ii_.,: -�`c-.,�;i­.`..- - I a Gas Meter O� Sewer Manhole . �0 I a- �. ­ 'i'i' T. . �.t�i,,'.�'.�� ": :�i!�Iii;�e,!,,� t i-;.�;!,.-::..:1:_... * I . � CULLcut,, ' Al ION I . . I . . I I,��*-,-��' �!";�`..",J��,',',-;� , I . ... :�:i:.rii"11 - - I I I I C, I . . i I �i ;i:;�;;_, -ill", ` -.--�'.!i:!:�:����,:;�:.-,:i�l'--.-,;i��,",.�!j�, I � � � I . I . . I I r I 0 � I I . .;��;��j��:�I� -,-.1`­,j�,, i�!P-_��. I .", ,� � IL I i - - - .. - 1 . I ��i:�I`i:,:..,:* ;!�.,.;!�",j�,,:;�;"...!,�,��.i��!:� . . : * "'.,� , ". I I I ;�., -..",;,;�:)�'�.'.�!, .;:; I I 9 , . I it !,L`--'..* ;!:��j -'�t�;_-. �,! � .. , ... . I . , I I -":::1 4:, ; z!.� � I . . 1 50, . : . .i-4 � . 1! , � I .... I . - ­ , ;;!:,t-. *�:!:I:�,�i��:" --,*`-:,: I I . C DEVELOPMENT ERVICE - - I. -.-.- "i. �-,;! ., "', i:�,--�:,*2, .',-,* --,..;!1 Guy Anchor m Water Meter : . - F� . f ... ,, 1� ""'iiii I - - ---, !._1i._1_.-_1,_'1:ii`�' , - r I �'.6 -`� I I . . .:., ;, ; .,,�� .. . .;:. Reinforced Concrete. Pavement I ETE CROSSWALK DETAIL , I -'.,i��. I I � I1i',,:1,,; �.!, �: �.i%: . ". . to ': I T... - I—; :;: w . . � � . . P ,;�!!:;,i.i_-.., I".. . 1, ­ - � .-, See Note 2. �_ ; I I � :, - . _,;v. - I I x Light Pole . - Water Valve PLATFILED: � I I I. . ,!::., . �� I - .1 , I . . � . _& v- I I __ !,Ie., t�:.1.4� . Varies � ­.. I ­ .. - . I . � - - � :f`�.., I . . I a . I I _F:!� 1;�5� :.�....!-. , . I SCALE: N.T.S. � - � *1 :ji,!.,:e-:::.-. :ts;�.,:��: - - . I ____ -1 . . I ,:��',. :- �� I I I , I I I 1� , .­!; �.,.­ - � I - B. ,II,iII­.,,,,I.__ . I ` � .1 . -1. _.,:� . � . . ..... .:. . ii'. � I . ... I ..1 ,, ,�.i: i.iP; . I ...;�, . '� .. ; : ,M. . I I I � . . III I :. . - ­ ". , . - Power Pole- ' . . � I � - ­ I " 'o I f- , I I . -'-,."",--!�;!�.�!.*�i�;�!;.;.�,ii**..,;."���!*;,-.�-'.,',.�.-�'�,i:l�'.."',!,��i..,*,-"!,�,',�-"",t�.',*..".,�*,*.,�,.-,.-"��l:ii:�,,',.,-,�:e I i` -1-4-i" , ....: . I I ... Y I .I.M. . . , I ----;... :i- .. I I " . I 9 2 Z� 0 I ,._,X�I - 11 � � � io I ; : : . "'. I � . I I . . . I � I a- ,;.'�11'!.1_' . � . M1 W, MOMIM."'.11-... I . I �­..T,;! �- � ... : 'I I . A ..... .. 1. I I . I I . � I ::i_i_,! !i�'.1:i'-, . . . I - .1 ,.1'1:.-.__. . I I . I � . . . I I I I I - / I � I 1.­*i.,r',' �:,: .1 . I . � � . I I �o: . I ! I . . I I -a- . � . I , �,�' ., t !!;; - . \ \ . I _: I I Prop. Handicapped Parking Sign - .. . . . . I I . I _, .e ; L11 I � I \ 4 \\�� � I I I .ft.%,%%%% . . . . I \ oF � � . I W41i � � . . p�Z_�t OF r, ,%% I . , -_!t25==-"-_=== Prop. Inlet / Storm Drain illlrr,�V�......i...., - 4 I � . -f I I . . . I 'W C�... �p of , x!:�.z t e .t -i an . . . . . . Ir .1 -.-,�r f, -_ I .---- - . . ii . . I � I . I ; �*.- - � * I III * -0 I . . . . . _> _> > L--> - FL Drainage Ditch . I 0 ... :.6 ..#..* ...... -.i ... f . . ... V . . . � . . . . � JR. I � * , , I .0-1 , , I - . . . . � � % J. DALE BROW E, J . , . Na tibn I � . 11 .1 � . 0 . ............... *.* . ........ Of -F -- -G- I - - I 0 0 ". 81890 . I MAto 7 t oe Gas Line com %010 .L. "ll . . . . . . . . . I #,S,---..* I . � . . 11 I . . I I . I . � I . .- , . I . ­ ...- I I I T 40- ..., a 19 / I . . I � � . . .... I . . - - - -T- Telephone Cable � %% O.N . � . . . . . . I I . .. I � Bank - Fitch 'B. ra n c. '' I * . * � � . . . � . . . . I . I I I I . . ' . 4 I ! I I . . � i . � OE----7-OE- -: Overhead Electrical Line .. III I! � . I . I i � I � . . I . . I I'll, � . I . I . I . . . j . i I . i I : . . I I I . I / I 11 I � I I I � l I � . I I i . - 910ck I I I I -8s - - iiiiiiiiiiiiiiiiiiiiiii- Ex; Sewer Line w/ size � . lot- I' L : � . . ISSUED FOR1 : .� I . Jf . . I I � I . . I - �,.� � I I College Station,. lexas 778,45 I . I � � I I I . . I 1. I . . � . .. I i . � It i. \ . I � I . � i I � � - AND CONSTRI)CTION,. � � � i.;i:.' (979) 846"3767 : as -es- Prop. Sewer Line w/ size - � - Cen ter, H17CS19, f 1. I . � I!, C\ I I I I ..;. � I I . . I Pebble . Creek I 1. 9 izl. \ I I I . .- . . I .. . \1 I I I . . I . I , , I � I " � I � . ��� 1 44 \ . I\ \. . 2. Drive disles wd *dkxe tthitu x : � s*Mll bbeTjppe 1 1 ppmwmbt-P6Whipgbk*s. � � � . Parking . I I i -1 � I I . I . I � . I. I � I . � .. . . - 8W- - . . � Ex. Water Line . . . �. . 0 1 . I I I ill \ \ I . � . I I I . . . SHEE7 NG : 1. MCl/. .. 9467j. �Og 72) ! 1. 0 i I I \ . and all other. areas shall be Type 2 Pavement. . . � I . . . w/ size . ; . I I � �. . \ I . . . � . I � . . . . . ; � ' � . I . . � 'I I " I , I . A. Type 1 pavement shall be " X 1. . � Island Area . . . I � . . I � . - SIT '. -BRAZOS COUN7 .. , 1, I � . if � 15 6" Concrete with. #4'bars at 1 8" O.C.E I I � , Prop. Waterline & Fire Hydrant . I COLLEGL A TION . . 1. . � I I I - I \ I � B. Type 2 pavement shall be 5 concrete with #4 bars at 18" O.C.E;W. I I - - 14%, . I , TEX 4 S . � .1 1� I , I � I i � II,iII. . I . . I . . � Area aw aw-81. I I .. . . .. . I I I . .. I I I � I? \ `*� \ , I . . I . � I Parking I . I . � .� FEBRUARY' 17, 2010, . . I I I I . 81 I I \ \ I \ I , . I . I � . . . . I � I .;O[Iii.I. � � . . . . I . � Island, (SF) � Subdivision Boundary � � . I . I At - .11=20' ' , � I � - I . I I I � . � ___ --- - I - -Si� .E. I . I - - . � � � I I � . I . I Match L ine . 11 I � � 1 6" CURB & PAVEMENT DETAIL. , . . I I I � � .0 �. I 194 - I . . . I . I I I . . .. I . I � . Engineer: � . I . I I � . � I � I � I _"i I . .112 . Owner: I McClure & Browne Engineering/St rvilying, Inc. I � � � I I I . SCALE: N.T.S. . I � I � � - t; 541 1 - - - - - - - Prop. R.O.W. Line' . . I . � � � . Pebble Creek Development Co. . I I . I � . 1. � I . . . � . I I \t -j � � I I � � � . : I 1 1008 Woodcreek' Dr., Suite 103 1 1 1 1 1 � I "I . I . . _7 . . . I . � I 1 k'Pkwy. I College Station, Texas,77845 ': . . � � I � r I . I � � I I I I I � I � I . . � � , 317 1 11 :� College Station, TX 77845 . . I . I � I I � � � . . I . Q) - - - - - - - - - Easement Lines �� . . � I 1 (979) - 693-3838 1 1 1 . � I . . . � . 1 -70, 236 . I ; - - Firm Reg. No. F-458 - . I I I I I I I I I I � ,� . I . . I .1 .. . I I OF 11 SHE ErS . : (979) 690-Im-0992 1 1 . . rm . I . I I . . I . I I I . I I I F_ I I . � I I I . . . . . .. - . I I . I . ____ � I I . I � I . I . I - __ _111111111111111111 . . I- . 1. . . . I . - I . . . ����� 11111111111111111111111111111 �:: I . . � -_ ------ 1111iiiiiiiiiiiiiiiii 100001 5 -002-cl.2.dwg . = - - . . . . I � I l . . . . . . .. . ���� . .. . . . . . . I - -_ - � ______ - � - - ___ � I . � . � I . . I . I I I.. I . . I ­ I . . . * , . . . . . . . ."... . I . ! I I � I . . - . � . . I I � I . . I : . . I I I I . I I . � . I . . . .. . � . .. . . . . . . . r I . � I � i . I � I � I . I I � .: . I I I I . . . . . . I . � I . 1. . � :, I I I 11 I . . � I � . I I � � . I I I . I .1. � � I . � I I I . :: I I I . � I I . I I I I � � I I � I I � . . . � . I I - -11 I � I I . � � I � I I - I . I - � I . .1 . I I � I .. 8 Lime Stabil' . I .1 1 14, 1 �! � . I I I . 3.0 , i � � � . subgrade with 07.\ 1 . . I 9 . I � 4 ','.�, - I I 11 I I . � I � I I . Lime by weight , . . I .1 I . :.F`._.... I it I I \ \\\\\ � � I ,0: 0 . . !. liiiid . rz - H+_ I . � I ., -i ., I � / , ... .__;: . * I I I I �­.. .,:�7.- I I I I I . I I � / . ,:. ,;�,,�".. I I I . . I � -_ . 0 � I � ;__ / 'i -I , �. - I .I I -1 - - G_ - PAVEMENT, 6".. Cli & SIDEWALK SECTION . I I I � . . I � I I I I � I I -if .:;1.!;,�: 1, FO I I . I . � I I ; Ill - I . 0 1 '.... I 1:1.. ;e:... . . I I I Neat Saw Cut I ;1:-,.., F I � . I I: ::.!J � � . � I I I I I I I I i44 _-�-�`, I .! I , I NOTE: � �1 ,�; � �.�:, . I � - I. I 'r.. \ * 1. Refer to Geotechnical Report by Terrocon for more information. I I . I I I ;- ­,: I I . � I I . I . . ,;� � . I I �� I I' .. ;.: � I I I I . ' I ��­.: � � . ...; . \ I Terrocon Project No. A1095031 � . I � .- I I I 1. I I.-- �. � '�: . . I .. : ! I � I I :;:.. .. , I Tetrocon Consultants, Inc. I 0 � I ­ , ih?if �R I � I . I I . � 6198 Imperial Loop � � I I " \ * I . I . . . . +��� %%% . lIE FT % � •. GENERAL EROSION CONTROL NOTES; •. , . .. r {� .. 1 ti 1. It is the res onsibilit of the Co re are •. 1 P Y ntractc top p . and maintain a Storm Water Pollution Prevention Plan in i * • 3/ay i ao� a . . accordance with the current Bra Drains . 0 ............. ......0........ i Brazos C my Drainage Policy and EPA requirements for storm water discharges / 9 J. DALE B OWNE JR. / associated with construction activit un er General Permit I , y , USACE 33 CFR, &Section 404 of the Clean Water •••:••••••••• •••••••••••;••• / . Act, &Texas Pollutant Discharge Elimin • tion S stem TPDES Ge 10. , 81 90 :�y. 0 9 Y ( ) neral Permit No. TXR150000 as administered b r(',r,o '- Y 1 : the Texas Commission on Environmental Quality ,(TCEQ). 1 .c� .'` j 2. The Contractor shall not allow sedimer to leave the .. work area or enter any adjoining channels. Additional •• / 29 LF of Silt Fence measures to those shown on this described '1 9 ';- . plan and m these notes "may be required to prevent sediment from leaving the work area. The Contractor shall be responsible F p nsible for' clean-upand restoration to original . 1-1 r- � • : condition, including .establishment or i - etatio , 9 veg n of any lands or channels affected should construction 3o sediment be found outside of limits of onstruction wor . k .. I \ All disturbed areas aro to have establisl e t of . m n mss as outlined below. Contractor s 9 r i .responsible for watering. SSUED FOR _ o`� - maintenance and establishment of mE for a e R B) DING y g r period of 90 days beyond project acceptance. Contr+aetor, to r ,/ . ' guarantee all planted ' material growth c d oovera e 1 for a eriod of . 6 mon eP _ 9 P ths. Growth and coverage shall be AND CON TRUCTION. - (, M I defined as 100X of the lanted area o ith uniform cove �j ,y P , rage of grass greater than 1:. in height with no baro : L • o spots neater than 2 square e' g 384 LF of Silt Fence Po 9 q feet. A , econd application of fibermuloh is ro utrod for baro spots / , q p not meeting < _ Coverage requirement within 60 d ¢ Initial a Itcatlon. Areas ad a o � . � � PP , J cent to .the.. to receive block .- , . , . ' sodding or. h .dromuloh .seeding are not ncluded in s . . . . . .. o / \ - Y . g this requirement. . . . Inlet Protection k Pr i n2 y o 4. Contractor is to maintain" erosion contra N p .y _ I throughout duration of the project such that ail work. are . 3 P J as are to / la • o o m p n grades once vegetation is estabUs ed: Insure sediment ment is not transported downstream from project ¢ a o . / � � ,..�11 I P via r ♦ ha bale s 1 v" . I o -� - . y s or -silt fence. installation* ' Ii erosion �s observe d m the field, additional . erosion controls shall be I /p h 211 LF of Silt Fence 2 , 3 0 - installed, / � 5. Slit e , . / f ncing is to be installed per detail. . In lieu of silt fencing, Contractor may use straw bale. b . . / / / /� / / i Y arners or 5 continuous. extruded fabric . .. .. F berm filled with 3/4 ravel., upon. ,a novae of the , engineer. Sediment •• . clea e .. � 6 ...cleaned from silt fencing or other on-< �`' m ; m m . : .- o g sedm ant c trot evices when depth 'of sediment reaches ."1/3 total e �/ .` S •y �h fight ¢ � . .. . of device. .Contractor -is to insure erose, n control d ewes are consistently installed a o N Y Gleed and properly maintained. I o 0 . / ;� W, W ,. Z i /. wF \ . S - - - o - N01 & NOT IN c� c� FORMATION. • , _ / / / _ o w o / ♦ .. v) Inlet Protection 3 ♦ Construction Exit 1. SITE DESCRIPTION = / # �. ♦ ♦ w 8 / / ,� This 0.96 .Ac..construction site co \. . . is locate, m College Station at the mtersect�on of Wil is r o / / o .Inlet Protect 30 ♦ ,� , 9 I m D. -Fitch .Parkway and , ♦ / ion #4 7 \ . Lakewa Drive. The site " / \ \ r • y is located . at . orth Lotitud 30 33 39 and West Longitude 96'15'20". ` _The actio t \ 1 9•i y \ o consists of the co st /� / _ n \ \ M n ruction of a . heti bank build and..the associated utility infrastructure // 9 y ru tura and grading / / / ^� O 87 LF of Silt Fence improvements. The only. source of oliut n is the erosion of exposed soil. S �. / r9 \ \ o j p P . Corm water from the site flows to / Z. / ,._ _ pang Creek and Alum Creek. The Coe tractor ;is r s onsible for containing all sediment _ ' " w \ P 9 m nt on site .by utilizing : ' Inlet Protection i �, # / p \ ° siltation• control devices, washdown area or seedm and :sodden a lications. / : y l a o .. 9. 9 PP It is the responsibility of the . / . 4 \ oo CO / _ Contractor to utilize whatever techniques necessary t prevent erosion from this �" / \ � \ °°o.. rY P .. construction site.. \ . . w . \ s .. b� �� / \ \ / ry _ \ / \ . q / M / \. \ ,y / / { r ' �./ v \\ ra11 Ij: Oc 1♦ \ . r % / \ \ o \. o / / ._:. I i , \ _ _ a \. // 0 9 \ \ 2 X 2 WOOD OR STEEL POSTS, i / d 8 30 \� r 9 \ o, 30 ♦ M a � \ _ AX. 8 SPACING WITH WIRE . 0 0 \ - _ r s s \ / \ \ \ SUPPORT 3 WITHOUT WI E - . o \ R �/ / s \ \ . SUPPORT. . . ♦ . . \ \\ \ . . : \ . . � �\ \ . is \ \1. . o \ \ . W . . \ \ 1.�� .14 GA. ,MIN. WOVEN WIRE , / \ \ \ " - \ \ �--� SUPPORT, EXTEND 2: INTO SOIL \ . . \� \ .. . \ \ \ - \\ . \ . \r-- .. . y, ♦ \\ \ . ♦ \ \ . \ \\ \ \--\ \ \ " II 1 \� 24 MAX . . \ \ `\ \ �,, . . \ .\� \ \ Silt Fence to span width \ \ \ P �i \ \ ♦ \ ♦ \ \ of channel 0 100 intervals. I \ r \ \ \ (length as req d) . \ \ � . •o . \ o o�, . U M A . \ Z p 00 \ , 1 \ . .. M .. o W \.:" •• • M --�« I ... Z Z a) " \ \j \ �, , ... CO i� . . . . « \\ '. N 0) a) \ \. \ . . . .. , W . O a \ . , , , W ti o \ O \ pV! w > >' 0) N _ \ Z . . \ \. wcnom \\ . � � cn - "r T- `Y) \ J N . \ 1.MIN. 6" ". O 0) r„ m , O SILT FENCE FABRIC 30 TRENCH X 6 (j : CO ,_ � o ' \ \\ . \ J (BACKFILLED) � Z u�. � v? � I . I I I INITIAL EROSION CONTROL .PLAN \- a,�a).ti . SCALE: Hor: 1" =. 60' w w t;, c`� sr . x \ \ 1 c� ro�� I . Io \� \. w ce; 0 ".. 1. J L_ 0 . %- > 0 3o so X20 a� rn . \ \ O �� V Z rn t- r \ r_, 0 CO o . \ 2ww UT-= . \ \\ . , . \ _ _ Io. O S: . � \ \, NOTES: _ . . 1: PO .. .. . \ \ STS WHICH SUPPORT THE ILT FEN SHALL BE INSTALLED ON A SLIGHT I r\ , A .1L• ANGLE TOWARD ANTICIPATED ;I UNOFF UR E. E TOE OF THE SILT FENCE SHALL ETR NCHED IN WITH A SPADE OR �\� / MECHANICAL1. ( . \ \\ TRENCHER, SOT •T THE DOVI! ;SLOPE FACE OF THE TRENCH IS : - \ i FLAT AND PE / 0 \ � / . RPENDICULAR TO THE LIN . OF FLOW. . 1. 3. THE TRENCH SHOULD BE A IIN. OF '� DEEP AND ) WIDE TO ALLOW FOR . I . . \ \ L 11 THE SILT FENCE TO BE LAiD N THE ,ROUND AND BACKFILLED: • . , \ \. 4. SILT \ I T FENCE.SHOULD .BE SECk ELY FASTENED TO EACH STEEL SUPPORT POST . rr ,, \ \ . . \ OR TO WOVEN WIRE, WHICH I . IN TURN ATTACHED TO THE . WOODEN OR . STEELL. , EXTEND 2 MIN. BEYOND ? . \ . . FENCE POST. CURB OPENING r9 S . s 1. . . . 3 OVERLAP AT \ \ o \ .VARIES FABRIC SPLICES o \ l .� \ . \ _ . \ . . I \ �� m . . SCALE. N.T.S. \' r °, \J \ 0 � c, . CONSTRUCTIOI I . I LN �+ L \ .\ I � I I N \ 1 - :: - - = I . I I L . I L L L � SITE \ ; \ . I I I n : L . \ i U y .y- - __ W y . O O WOW y W y y .v \ �.� 0000000 _ �� ■ ■� .12 MIN. w .v * w w * v v ° * * W � w v. c'+ \ \ J FLOW. 0000000 \ O O°O°O°O \ \ J \ .. L. FLOW y *, � w � � 00°0000 W � + w W \ �i . 12"0 0 0 \ \ \ \� . W ,y W + 'k 0000000 w q v, .y 4 \ 0000000 r rn \ . W w � •v w • 0000000 :V w .v v. � \ \ I o D 0 o p/ Q \ I .k .r w y o D o ,� y cls � \ \ o 0000000 `i' `) r �19 , dt SPp ) �� w W y .b _.Y 0000000 3 r , y y X \ I . 0 0 0 0 50 TO 100 . � . / , 4 \ \ \ M 0 O O r tS t1� \ W _. MIN. 4 HIGH W W W v o 0 0 o MIN. VARIES w ,15 6 ro \, I L () I O°O°O°O ( ) � f r f \ 1\ CLEAR OPENING W .v y .v w * � ,y egl B \ - 0000000 ff cOr� Orf \ �' `� `� W D D O° w ,� .� .� ch SSP �.� ) \ o , // o°o°o°o 9 ao . / INLET. v •v DoO° w •v /� ■ � I IV w i 0000000 ,V W � s 0Doo\ ao O O°O°O° \ � . O O O° / . 0 0 0 0� j '}'J O �c . \ W W y \" 0 0 o y .� ry 52 of Silt. Fenoe . . 0 0 0 . D O 0 0 N . . \ � \WZ EXISTING PUBLIC % \ SI I L I I I . .TREET \ \ - a) � \. I . I L I I I L . , ��`' : . �� . I � . I-, I-, �11 I I . . Lrt. r' _ 1_� I-, I I * ( \ / �V V NOTES: NOTES:I � I I � � . . . I . ��I . 1. WHERE MIN " _ " _ ti � \\ MINIMUM CLEARANCES. CAUSE TRAFFIC TO DRIVE IN GUTTER, CONTRACTOR 1. ACCESS/EXIT DRIVE SHALL BE CONSTRUCTED OF 1-1 /2 TO 3 1 /2 i v L. `\ I i . ..�� MAY SUBSTITUTE 1" X 4" BOARD SECURED WITH CONCRETE NAILS 3" O.C. NAILED STONES MEETING ASTM D448. DRIVE SHALL BE A MIN. OF 6" THICK. I Ir ■ �. n' INTO THE GUTTER IN LIEU OF SANDBAGS TO HOLD FILTER DIKE IN PLACE. UPON 2. STONE SHALL BE PLACED ON MIRAFI 700x FABRIC ON A PREPARED /g/ W REMOVAL CLEAN T SUBGRADE. g /n ANY DIRT/DEBRIS /DEBRIS FROM NAILING LOCATIONS, APPLY CHEMICAL / \ L L L \ /� \ . SANDING AGENT AND APPLY NON -SHRINK GROUT FLUSH WITH SURFACE OF 3. DRESS WITH ADDITIONAL STONE AS NEEDED. G - .�� d _I L E GUTTER. 4. STONE IS TO BE MAINTAINED IN A CONDITION THAT WILL PREVENT MUD 5e \ 2 I E . A SECTION 0 TRACKING FROM RES BY CO 0 TI F FILTER FABRIC SHALL BE REMOVED AS SHOWN.. FABRIC MUST BE Tl CONSTRUCTION TRAFFIC. /OP I� ; SECURED 5. LOCATION &NUMBER OF CONS i \ , E URED• TO WIRE BACKING WITH CLIPS OR HOG RINGS AT THIS LOCATION. DAILY CONSTRUCTION EXITS SHALL BE DETERMINED BY INSPECTIONS SHALL BE 'MADE BY THE CONTRACTOR AND SILT ACCUMULATION CONTRACTOR AND APPROVED BY ENGINEER. . I I SHALL BE REMOVED WHEN DEPTH REACHES 2". 0 ZYPICAL CONST CTION �_�_ U INLET .P�TIE!�14[� /EX DRIVE ACCESS IT IFWE SCALE: N.T.S. N.T.S. Note 11 n �� 1. Refer to Silt Fence Details for silt fence mstallat�on requirements. SHEEP N0. • GRATE INLET ,PROTECTION DETAIL - �uL 2 Zona SCALE� L 0 : N.T.S.COLL . �c6L� . . m . OF 11 HEETS shall be the center of structure, unless otherwise noted. 3. All HDPE shall be ADS, N-12, or approved equal. 4. Trench safety shall be used for all trench cuts greater -than 5' in depth. Inlet # Pt. Elev. Northing Easting v ZLLN A 304.21 10191376.79 3579925.28 1.02 B 304.24 10191377.79 3579919.51 m v ZLLN N O XtnCr) ti c WW LLI.a z rn ., ,., ca. COi- p U N �) ,a __ - I � I . I I � .., � � . I I - - I . . . . � . I . . I . . . I I . � . . . . . I . � . . I . . . I , . . � . . . . . . I I I . I I � I . . . . I . . . I . � . � . . I � � . I I . I . . � � I . I i- I - . . � . . . . I I I I � I . . � I . . . I I 1. I . � I . . � . a . . . . I I . . . I I � � � . � � I � . . . . I . I I I . . . I I . I . I . I . I . . I .. I I I . . I I I I . I . � � I . . . � I : * � , I � . I �.. . . I . . . I . . � . � . . . . . I I I . I . I I I . � . . I � . . I I . . - I I . !, - -_ . . . . I I . I . . I . . . I . I . � . . I I . . . I . ... . I . I I I I . .. . .%-,%,% k%% . . I . I . � . . � I . . 1. . . I I - 4w 1 . ­ � I � . I I ' A. % . I � I . I I . I . . I � . . I . . I w 1 50'. . . I 11 . � . I . I � . � . I . . .. � I . COMF kCTION AN, D TESTING. REQUIREMENTS FOR . I , a, AV_ OF r,C III III . I . . . . I I . ,. I I . I � I I . . I . I I � I � I . . � I . . ��. � I . . . .. I . , I.. . I "or 10'.......... ` I 4 . I . � . . � C� ...lip . . . EXPANSION JOINT � I I . . . I I . I I I � � I . . ��' BA, CKFILL MATERIALS . . I . . 11 , .. of . . � I . :St'AUINU I I I � I I . I I I I I I � I . � I I ,� . . . . I � I I I I . . . . � I . . . � � . . . I I � . . I . 11 . ..** . %.* 0 1 � I . � I . I . I , * i, 0 � I (MAX.) - . I . � . � I . I I I I � � . . .1 I . . . I . I I . I � I � I I I I , � I . . . � REQUIRED 'COMPACTION . . , �11', ".. * 0. ��*z I . . I � � . I . � I . . I I VINYLEX, Vx,-SEAL JOINT SEAL, , I . I I � . I I . � � . . I I I . I ..� I � . � � I I .� I � 1. I . I I . I I CLASS OF MATERIAL. ( ENERAL DESCRIPTION OF. 0.04 ............ � .... ...... ill � I I � . I . I � I I . I I I I I � I . . I . % J. DALE BRI IWNE,' JR. 0 � _ __ I I � . I � MODEL VX -500, OR APPROVED 11 . � . . I I -STRUQIURAL . � .1 I I I . . � MATERIALS .. . NON�STRUCTURAL .STRUCTURAL 0 . ................ ..... 4 -it. 0 . � I t � I I . I I NON STRUCTURAL . AREA - - 8 .QO . I . I , . � I I � . . . I � . li ' ' * *Q - . 12.5 1 1 � EQUAL. I � � I I � . � . I . � .. ­ . . ol.. 81 O --:0 �, I I I I � � . � I � 1. � . . AREAS I I AREAS � . . . � � . � . I �� - AREA - . � I I . I I 11 I � � � .. 0 1 . (TyP.) -1 , I I � . . I I I � I � . I . . . I . I . . ## 0,e�--.tg� ... 0, - � I . . . . 26 GA. STEEL OR I � . I . � I I I . I . I I .. � . I . I S TS, SILTY CLAY, AND CLAYS, 909 OF SM. PROCTOR 95% OF STD. PROCTOR %..../ I 1 2" C.C. C SLEEVE. . . . � . I . I . . � - � . . I . . � . �.. . T ... 1w P I I . I . 'LUDING 'INORGANIC CLAYS AND I - . . � . . � I . I ­ . I I I I I . I I � I INE : I � (AsTm b698) o o To (ASTM D1557) 0 0 TO - ap - . � I . � . I I . SEE NOTE 2. 1 1 1 ­ . I � I . I . � . � � I �, I . I . I � . I 11 I . - I � � . I . � I .. IV A OR IV 8 HIGH 47* ABOVE OPT. 47o ABOVE OPT.: .� % .. 4bow . . 1:11 I I � I I r � I � I .1 I � � 11 � I . I � � S I ISS OF MEDIUM TO . I . � I . - 1 I . . � I I I I - I I I I- . . .. . � I � I I � . � I I . I I � I � � � �. � I I � . � . ' I 11 � 11 I . I I . 11 - I 11 I . I � I I I � PIASTICITYMD LIQUID LIMITS. MOISTURE. - I MOISTURE. - �� . �. ___ I -----.r---- - - - . . . . . � . I � I . I 1: ­ . � . (MIN) . I ..I. � � I I I 1. �� � . . � I I . . .. .. �. SfIL TYPESi MH,1 ML, CH. AND CL . . : . � . .. . � I I 4 . . � � . I . . � . . I I � � I- � . � . I � I � , ....1 .. . . ... I . I I I I I � I I I I I I . I I . . � 6 _\ I I I .� I -INCLUDED IN THIS CLASS . I I I � TOP SOIL � . . . . WIDTH/4 . I I I I I I I � I I I . t_j .,,,, . * - ; < . � . � . - . I I . I I � . I � I . I . 11 : 11 . I I I � I I . . AfE I- . . . . . . . . � / . I . . . . . I - I I , (TYP-) I I I I . I � � . T/2, . .. , . . . . . I . 1. I . � 30" 1 1 . � I I I � � I . � . . I . I � I � �S � EE PAVEMENT SECTION ' . I II . Cl: NRSE SANDS AND GRAVELS, 95% OF STD. PROCTOR 95% OF STD. PROCTOR ISSUED Fop, BIDUNG I . . . . . . I : 11 ..I 11 I . I I I I I I . I � I . I . .4 . Id . A I ­ � . I � . � I . �. . -)C � I I . . DEPTH VARIES I � . . IhI::IIIn7Q VA;?IOIIQIY II.PAnPn L,i mceic o% e% . . . . . I I vylu I n1 Z_ . . I . � . I . I . � . . . , . I . 11 � . 1. . I I I . . I . I � IV krwj I Ulu;.;1J--%V V IV I I . _L_ - - - - - i - - - - - - - - - ­ . - I I � � -_ � � . . . I V'1171 I ANU UN -6 11� U I IL)N. I . I T I � . - . . . � I 1. . . 1. . � . . � . I I � ,� .1 . V .:* 47* ABOVE OPT. �- . . I � . ... ... � .... ­­­­ . . 1711 I I . . . I . SA 4DS AND' RAVELS CONTAINING 47. ABOVE OPT. I � . ' I . - I I 1. � � I . � � I � � . . I . * � I � I I . . I . . I . I I . . � I I I � I . .. . � .� � I ;1 I 11 I . � � I . . I � I � I . I �. � � I I . SI, NLL PERCENTA, GES OF FINES. - MOISTURE. .,* MOISTURE. , I . . � . � I � . .. 11 I . '. . . . I � ­ � I � . � . . .. �_ � � 1� . I I I . . I., ST L TYP !G , P. SW AND SP I � . � . . � .. . I I I I � I I . I 11 � Id. I . . 1. I � I . 11 . . � I I I . . I. � I . I . I � . . I - E' W . . .1 . . .� 1. . I . � , . I � I . I � '. < . I 5 � I . � � .1 I I I . I .i . . I . . . I r .. A - INCf THIS CLASS. - - . I ... �., . . I � I � / I * . .1 . . I I . . I . I - . 14 . . . .. , 4 SIGN_*�,� ft . I 1. � CLASS IV A OR .. , .. ! 1. � . . � � I . I .1 I . . � . I i. . 1, ED. I� . � . . . . : . . I . . I . I I � . � I . 11 ­ . I . . I � I � � . 0 . ­ � I L _"_,� . .,:.... -f.- - : *. . I I � I I I I � I � � .1 I . I . I . I I . I . :, . . \ I � I I I n . IV B MATERIA .. .. .1. '... I I I 1. . I I . FUIE SAND�AND CLAYEY GRAVELS, . . � a , . WIDTH I . . � .1 I - I .- I _. .1. I I . I I I I . I . * . . . I � . I., � I I � . . . . '. .. I*."I* ..: - I I I . . I I .. III I I 1, . . . .. . I . I � ... I . . . I . � I I o :) a3 I . . � - - - . . 1-----+----I-- I . . � � 1 8" 1 1 � I :.:_-.,­. . .. � I I � I � . 1. . IN S'LUDES FINE SANDS, SAND -CLAY � . . 6 1 1 . I I . . I., .. .. . � � � � . I . . : r � . I . . . . . I � , I 1 � I I . I M1 . I . 5 <0 � CC . a . , � I . I - , 11 I I 1. I I � . I: �� �. . . . . - I � . I DEPTH I I I I - * I.% . I . I � . � . � XTURES, 1 . I I 1. � � ".) . � . --------- �'_� � . � . I . � .. .,. 1:'.... - - : "..: ., . . . . I . I . � . I MIXTURES. 1 SOIL TYPE GM, - GC, SM, . - � I � I I . 1 2 - ' � I I I I . . I . . I I . 1. .1 . .1 . I I I . . I . . � I I I � , I . I � I : . I I I I I . 1/2" REDWOOD, * BITUMINOUsz .UBRICATE THIS , � VARIES . .; - . ... - I � � . I . I I . I L Al, SC AR� INCLUDED IN THIS. .1 .. . � . � _0 * � � I I . � FILLER, CEREMAIR CLOSED CELL - 11 � ­ � I I I I I . I I . , '. ,-. :. :,.:.-.--' I � � I . � I . I 1. I � 11 . - . . � � . . - I - . . . I � I � � I � � . � � � I 1. .. , . . .. I . . . � I .. I � I .. 11 . I . . '. . I . .1 I . � . I � I I . � I I . I � � I I I I I I I FOAM, OR APPROVED EQUAL. . . � " .. . %. . � �. � C. S � I � . . I . 4. . � . I � I I . I .1 W1 H/2 . I I I I � .. I I . I I � I . I I I 11 � . � . :: .,.:,. . . 1. I I 11 I I ___. I ____ ___. ... . . . ": - I � � I I , � I � * % :. ; � I I I I - * W'' >_ ip g I I . . . I , ; """ . . I . I I . � I . I . � I � . . I . , . . I I . . SELECT MATERIAL ITH NO 95% OF STD. PROCTOR 95% OF STE). PROCTOR _ - ca ---4 - - - - - - 4 - - - - - - - l- - - - - - - - - - NOTE: 1. MAX. SPACING AT 60'. - � . . . I - - .. . .Z - . .. . ..... FFf E FLOWIJG MATERIAL W 8 . . . . � - **�-�- . I . � I � . . . . � . I - : . . - . .. ... I . I - I , , , I I I < � . . I . I . . . I . . . . I I I I I I I I . : - . I*- ", .. I . I I I I .1 . . . � 11 . Lt PS OR )TH, PARTICLES - , (ASTM D698) 0 0 TO (ASTM DI 557). 0. 0 TO , � 0 Z 0* 91 I I . I I . . � .. . � . .11 . . . . '. -....,-. .. --., .. :%. .. * ... %. .. - . I I I .� . I � . U, GER TH14 1 2" DIAMETER WITH 47. ABOVE -OPT. z.- 47.ABOVE OPT. - - - , w , 0 1 � . . I I I � � I . % I I I I . � I . . . .. ..%.... .. ; . � I � . . '. ... I . ' ' ' . Z �4 I , . . I , � .1 , . ,TYP. EXPANSION JOINT FOR . � 11) .. . � . I . I..-., ", , : , ` ** - .. - . . , - , . I . . ��� ... - - I MOISTURE. - .. . -1 I . G I I � SEE.NOTE 2. 1 1 . I * %.1 I I I . ... A LASTICI­' IN EX OF LESS THAN MOISTURE. - .' . . .. I I , I , . .1 I � � I I I . � . . . 1. %_ .. .'... t - .% * . .1 . :'. 1. "�� I . . . � I . . I % � I � I I I . . ,* t* .. , I . . . .1, I . I . � . I . I I I . I , � I . CONCRETE PAVEMENT � . � ^ I . . . - � I . , AND IS RE I IVELY DRY; FREE . . I . - . � . �. . . .0 R . 8 6 , I � I . . � I � I w . � . I . � .. . ... '... � CEMENT STABILIZED SAND I I'll ; . . . . I � _L - - - - -I--.- - - I -. - - � . � . . I . I I I �� I I . . , .., . . . �. . .. I . � I . , � ­ . �. I I � . . 11 .. . . . . . � . x . . I - - - - I . , . I � . I I . I I I � I � . 6" MIN., J " ". , .;. .. , .. , . � � I I I . I I .. . . FROM FROS' 0 ORGANIC DEBRIS, � . I i . . � � .. 0 N I I I I . � � � . . . � . I I : 1. �.... . :. . . . ­ I I I . � . I I . � . . , , I . � . . 2, R , SIVE'. - I . . I . � . I I I . I � I � . I � � . . � . I � . . .., : I � .. . . , .. - '. . . 1. - . - . ,. � . . I I . .1 � . w, Al � D NON- INCLUDES ,. . I . � . . . . . . .. .1 . . .. I I ' ' . I . � I I , * I I . ' I . I . . . . I I I . . . I � . � � -3/8"O GALV .-------.*, . . 11 , .: %..e :,.-. ..*., � I .1 . I . . . . � . I � I GIAVELS, �' ND ' TRENCH TAILINGS, . - I . . . . . . . I . I � .. I I . I . . . . I � I 1 2 � � � .. �. � . . . . . . � . - ... I .1 I I - . I I . . I : 1. .. I .. .. . . . . . . � . �� I � I I � I . I � I � � PIPE POST , . . I � � I � I I --**-.-­­* ,* .. , � . . � I .. . . . . 01 �: SIMILAIi" I I . . � I .. . . . . � . I . .. . I . .2'-O" 1 1 � � � � , . :.. .. � . I - � . � I I � . . I I . : - ... ....% � � I � - . � � � I I . I I .� . . . I � I 1 6" MIN. - *' % �� " . . I . . COMPACTED BY .'... :. COMPACTED'BY .:. . j � . L I . I � . I I . . . I � . � . , _____RCP, I . .. I ; I . . I � � 11 I . I I . :. - . . . � . � - . . � . � .. . I I I CSS . - 1 : �1 . . � I I . . I � I I . I I . I I I � ­ . I I I . . � I I I ..'.. .. . . . :1,1` .. 1:' . I I I . .. . � � �- . TAMPING, VIBRATION. OR TAMPING, VIBRATION, OR . . i . � I (TYP.) I . 11 I I .� I I . I I . I I I ­ - , . .1 . . I .. ... . . ... ... .. . 4. . . .. � I I . . . 1 /2 SA( _.: . . � . I I . . I � � I I . . . . _.. , I 1: . � D SAND) S7 kBILIZED I J�ENT' JETTING AS - JETTING AS.' ­ . , . I I I � .. . I . � I � � � ." . .. . % * , . � . (CEMENT STABILIZE. I . I . - I . I I I . I . . . .1 .A. " ... '.." * . ... . . - . I I I . . . I I I I . I I . . I � I . . � . I I = ..: ... . . . -I .... 11 I . � I I . . I .. . . . . .1 I � . I . 1/2" JOINT SEALED WITH � I . I I . I I 1 .1 . , . . � . .., " . : , .., ..,. .,: . . I � . . � . . . I . I I . . . . I APPROPRIATE. ' APPROPRIATE.' ; . . cl) . I I . I I . . .� , - I =­. .. : _'..�;.. -.I.., : % � � . � L . � . . . � I . I . I I . I I . . . � I . . .. � IL I . . I I � � I .. NOTES: - I I . I � � . � � . I . . . I . � .... 11, .... � I � � � . - . . . . . I I � . � ,III 11 [11 I:- . .., I I I I � 1- .:, - .. . .. . I ` ­ . - I . . . . . - I I .. I I . I I I 11 I I I 11 � I I I . . I � . .TESTING. REQUIREMENTS � , - - PNE TEST. PER 200"' O*F TRENCH PER 2' OF FILL _71, I 11 . . . . I I . �. . I . - � . JOINT SEALED WITH � � . . . � . '' lffff� I I . . I _. . EXPANSION JOINT . I I I I . , SONNEBORN SL1, OR 1/4" R , � �. I � I I � .&I . I.: � I . . I . . . - � � 1. SAW -CUT JOINTS SHALL BE � . . 1/2' 1 1 - . I � I � I i771 I I I . . . . . � I I I . . . I � . I , . . 0 . . ­ � . I I . � � -_ . . . � I I I . . . . . I . I . .. ------- , KEYED CONSTRUCTION JOINT � . INSTALLED WITHIN 24 HOURS I . I I . SONNEBORN SL1, 1/4" SAWED. JOINT I .. � 1! .. ... I I . � . � I /--=I. III . : . I I � � I . � . . I � . . . i I - . I -� . - . . . I I . . . I I � . I I I . . I . � OR I I . . � . � : . w . . .. I " ._ . , � . . : . . = .. � .. 'OF PLACEMENT OF CONCRETE. I . .. I � . /_15' SPACING (MAX.) I I -� � . iq . I . I � �. I . . I �� 11 . I . I . �� . . . . I . � .1 .1 . . I .. ... . . . . . . .. � � ­ . I 0 . I � - SAW -CUT CONTRACTION JOINT - - FORMED METAL " APPROVED EQUAL. � I I . �e* � I I � . . . � . I I � � . . I . I I . I - . . . . - . � 11 - I . � . . I . . . , 2. CONSTRUCTION JOINT MAY BE I I KEYWAY PLATE.-\ .. 3/4 . I I . 1-1/2" MIN. DEPTH. . I I .. " .1. . I . . � � I I I � . . . . I - . IL � I � .1 � .1 I I � I � . � . I . . � . . . . . I . . . ... � . � � . . . � . . I I I I � . I I . I . I . � FIRM UNDISTURBED SOIL - IF SOIL . PIPE O.Di + 16" MIN. * I . . I . I . I . . . .1 .. I .. .1. . � .. I . . . . . . I . .. . . . DELETED IF CURB AND GUTTER . I 11 � I . U - ;I' - . . � . I I . I I ­ . . � . . . . I .. . . � . I I . ­ - . . . . � I � � . . I . � I . I . IS POURED MONOLITHICALLY I . . - F : . - I<. . . . I k i. 4L � xz. I � I . ,�.., . I � 0,*:. . .1 .1 � f ,�. .�. IS UNSTABLE, EXCAVATE UNSTABLE/ PIPE O.D. + 124" MAX. - I I I � . . I 11 .. .: � I I I ...., . . . � . I I . � . . I I � . . I I � I � 1. . � 1: I .1 I I . I � .. . . ... . . I . - .1 . . I ­ - . ­ � ... . . . � I . I I � . . .. 7", - . . ..-� -�*U-. ,.. , - . . I � I � SOIL AS DIRECTED BY THE .1 , . � .1 I I . _. �� . I . . � I I I � . I � I I I � I � I _. 11 . . �. L 0 . . . : . . . I � . � WITH CONCRETE PAVEMENT. . , ,* . * ., -, - I I . � � � I . I I . . I . � . . . . . . . . I - � . I I I I . % A . ': I . , J 7.6-A. I 1. .1i i, I .. � ... . � . I 1. . . . ENGINEER. I . . I I I I I I . I . . � . I . . . 11 . . .. I . . . - ­ � . . . , . I I I : � I � I . . . . . Na I ..:,: '. . , 4 . 12 . � . . I I . . . I � I I . I I L, . I I 1. . . . I 9 . , 4.1 t . t- - , I . � I . . I I I I � . � . . � . I I . � L - � . � . I . � - . . . . � � - A., . � .., .� ... � . I C -0 . I I I I � . I I � . I � I � � � . . I � - . � �,!t . ....11-1.1, I ­ � � _-�CON RETE� � . . . . � . . I . I I �. . i . I I I I I - N k I . . I �,::t,o `-,"' � . I . 11 I I � .. � . � I . . � . . I � I . I I I I .. .. i . . I I t � , - * . . . . SIGN I - F60TING I . . I I ­ . . 1. I . I . . . . � .1 ­ ­ � . � . . . .L , � I ! I . I . . � I I I ,� I I -A . __ . I . � I � . � I . . COLORS: � I I . . � � I . .1 I I I I . I . � I . . I I . . � I .. .1 � I . I .. . . ,� I I . I I . � � � � FINISHED GRADE. ' . - � . ­ I .. . I I . > - � . . . . I : .. � I I . I I . . . . . . . A . I . � . I I � . . : I . I . I . . I . I . I I � I ., . I � . � . I � I . I � 11 . I � . � I � . . . I ­ I � I � � . I . . . I . 1. I I JOINT L DE ONCRETE P . . . I I . . - LAP, 15" (MIN.) NOTES: - I . � .. � . . . 11 . � . I I . . I I � . I . . . 11� I I . . .1 �. I .1 . .1 � . . I I I . � I I . .. . .. . � - . I . . � . . . I : . . � .1 � AVEMENT � I . I � 1. SAW -CUT SHALL BE INSTALLED WITHIN I � RED SYMBOL WITH WHITE LETTERS . I . . I . NOTES: I . I . . I I : , 12## - I . I . . � � I . . .1 11 I I � . LIJ 1 I . . I I . � � . � . . I . I I I . . . . . � .. . . � I . � I I I 1. MATERIAL CLASSES SHALL BE IN .ACCORDANCE WITH ASTM D2321. � . . - . � VARIES I . .0 . . . . . . ­ . I . I � I I . N.T.S. I . .1 24 HIRS OF PLACEMENT OF CONCRETE. . . . � . I ,_� . . . . . . . I . I . I � I I I . - � � . - I . I . I � . .1 SPACING SHALL BE MAXIMUM OF 15'. . TEXAS MANUAL OW UNIFORM TRAFFIC 2. SEE "COMPACTION AND TESTING REQUIREMENTS FOR EIACKFILL MATERIALS". TABLE IN . I I . � I I - . �___ I . � - I � . . I .. . I . ry � . I I . I I . � I . . � PAVEMENT SECTION. � 2. . � . . � � . . I . . 11 � � . � . � - . . . . .-.- � . . � . .. I _. . � . �� I . I � . .. . . CONTROL DEVICES (R5-1) . I . CONSTRUCTION STANDARD DETAILS. . . .. . I .. . . . I .- I % w 1. - - I .1 . I I . ­ . � . I I I _. I I . . . � . � . I � . � � I I . -_ .-- . I -_ - . . I � . .. I . , . . . I � I . I . . . . . I I . . . � I . I . I � � . . � � . I . � I � I I . . . . � I I . w .. , . . . . I . . � I . I I CONSTRUCTION I � � CONSTRUCTION ALL SIGN HARDWARE TO BE GALVENIZED I I . � �� I I .11 I � .. . - . 11 -_ I I ____ I . - 1; , . I . . . . . I . I � I . V I I , . . � . I . . I . � . . . I . . I I � 11 � . I . � . � " 0 I - .. I I I .. I I I .. 1. . � . . . . I . I . I . . � i INT -�- KEYED ' . � I I I I . I 4 . . � � ... I 11 .. . 11 .. 1. . . I .: .. I . � . . . . I I I . I . � I . . . I . � I I . . DO NOT ENJER SIGN DETAIL , I . I I I I I .1 I I . I ­ . .. .. ��. I - . .., . . . I I . . . I I . . I . I . � I I . I I : I I I . . � - I � . . � . � . . I � SCALE: N.T.S. I TYPICAL TRENCH DETAIL FOR - I DRY RIP RAP CHANNEL LINING-) I" I GEOTEXTILE FABRIC . I � I I � I I I . .. I I I I � . � . . � � I I I I I . . . I I . � I PLACED ON GEOTEXTILE FABRIC. .. . . ... - I . I . I � � . � . I I I � .. . EQUAL) ) I . � I . I . ­ � . � �. RESERVED I I . . I . � STORM SEWER . L . (MIRAF1 70OX OR APPROVED � I � I . . I I I � � I . . 1. . I � I � � I I I I . . . ! I .. . I . .. . I I . � I I . SIGN . � � I � . N.T.S. � I I . I I . . � . . . . I I � : I . . I I � . I . .. i I .. . . . . I I � rl I TYE. EXPANSION ME FOR . I . . . I : . � . I . . . I . I I . � � . . I I � I � � . I I � � I I . . 1. � I � NOTES: I . i � I I . � 1. .. . I � I I I � I � . � I . . � . . � I . I . � I � � I I I �� I I I � � . I I . STI),F N . . . 0 . � I . � . CONCRETE PRVEMENT � . I I � I I I . 1. � RIP ... wRAP MATERIALS SHj LL I ATURAL STONE OR OTHER.MATERIAL. � 0 1 . . . . . - I I � . I . . . I . � I . . I I . I � N.T.S. � . � I I . I . I I . I I I � . I .1 . . . I I . � . . I APPROVED BY THE. OWNE" RES ENTATIVE.'- . 1. ' . � . . . ..� � I 6 C6 � I . . I . I I ­ . . . I � - I . . I . I . � � I I . I I � �. � . . � . I I . I ­ I � . � 2. " *ALL MATERIAL SHALL BE I � OF 1 0" IN DIAMETER, WITH A MINIMUM DIAMETER r 1. . . . Z 8 . 00 . . I I I I . . I I . 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X: I � I - , � . . I I I I . � . . I . . I . I I . . . i,. . I .... .r.-I.f 1,,.1.!xy;,. - .=--- e- - I ... , I � I � I . I 1 -5624 Drainage Grate or � I I I . I � � . 0 - 1: VAN ACCESSIBLE SIGN ' � . . ... ­-= )] . I � I I . � I I I . 2 w w T * I - - . I � � . � . I . . I � I I I V . 1, I . I . . � 11 .1 � I I . � I � �� . I I . 11 . � � 4 0 12" . I - . __ - I I I I I . � I ­ I I . I � . I.. . . 0 1 1 . I I \_# I I � .. _­­ , Approved Equal &.Frame. I . . . . COLORS: 1! .. ... I � � � "� . I I � � . I . . � I � . � I . I � I I � . � . � I � . . . I I . � C.C., Ew. I I I � . I � � I I . � � . I . . . . . : I I., � ­ I . I . � I . I . ­ ,. . � �, � I . . . I L I I I I I I I . � . I . I I � � . I ­ . I -- I � . � . . . I I .. . . . � I , '' I � I I I I . I "'_� . � . � * I . I LEGEND R I -;,�- �. , C-4 . . I I . I � I I . � , .. % - I I � � - . I 1. � 1 . I � . I � I - I I I I I I . � � . . . � � . .1 I . I I , � � . _ . ; I . I ; I I . . . I . I � I 1. . I . I 1. . I I I I I . . . I I I 11 ; I , I I � . I I I - . I . 1, . i � TEXAS MANUAL ON UNIFORM TRAFFIC 16.: .L.L. *; I � � I I I I . I I I I I I I . . ,,o . . I I . I . ..I ------------ � ,� I I I I I . . � I 11 . 11 I . . I I I . � I � � I . I I . . I �� I . . . . . '41 . . I I I I . 1. � I - 1 . � CONTROL DEVICES (TYPE RI -BA) - I I . _EVATIO � I I I I 11 I � . SIDE VIE I � I � . . � I . � I I I .. . 11. '� : � I I I I - 1. I � I . . . . . 1. . � ; I I I . . � I . � I � � I I I I .. ) I : - I �. . I . I . I � I . I I . 12"O 1 � I � . I � . � . - . I . � I � I I . I I � . I I I . I . � � ...... ,4, 1 � I . I I I � . � I. I I � . CONCRETE. I I . � I . I I I I � . � I � � 11 � � I � I I � I . . I . . , , .. � �. . . � I . . . I . : _. I . I I I � I I . . . � I . I . : I I � . I . I I I I I � � � � I . � I I : . .�, , : I � I . . I � I � . I I C� � I . . � FOOTING I � � . I . . �, . I I I � I I � I � . . I . I I I I . I I I � . . � I I I � . � � . .. I . � I . I . I � . � I I � I ''I - . I � I � I I I I � I I ,� - � I � � I . � I � . . . . . I i � . . � I � � . . . I . I .0 I � I I I I . . I I I . I I I � � I � I TYPE -2 . SIGN 171 � I , I I i / , . . 4 . I I ­ I I � . . I . I I I � I I . I � . . . � . �� I I I i I . I . I � I I ­ I . I I C. I � � . I I . . I � . � i . C., E.W. I I I � � I � . . � .. . I � I �. �� I . . � I I - � � . . I i .1 STD. 24" MANHOLE RING � . I .1 � . I I I I I I I I . I . . . I . I C � I � I : 'L I & COVER STAMPED .1 16 . . . I � . . . I � . I I �. I I � . I 1. � � � I � � � . I � ... I ''I I � I � � . . I . . . � I I I I I 'STORM DRAIN- EAST_ - 1. . I . I . . . . � . � � I . . �. I � . I I I I 1. I I i � I ­ U) . I M . . I # BAR I � � I I i I i I . � � I I I . I I I PrAD ONLY) � I I I . I I I I � . . I . I I . . . J . I I I 11 I I � I � %%10 I I I I I I . . I I . JORDAN IRON WORKS ,,,,,,,� . - . . 1. �-r_ S 0 6" C.C., E.W. � I I . I . . . . I I I I . I . � � .1 I i � I - i ­ . . . � - I V -1810-;B, OR ,,, . . ­ � I I I I � � . I . . . I I � I . I .! 'I , � . I . .. N � ! L. I . I . I . �. I I I � . APPROVED EQUAL )/ . . . . . .......1. . . .. . � . � I � I I . � I � . I I I . I . I . . I 11 I;! I I . .,NOTE: Ring & Cover, East Jordan . . ­ I : . I I � . .1 I . . � . I I � � . . " . . I I . . . I . I I I � I I; � � I Iron Works 1342 or approved. I z I . � I . I � ­ � � . I I 11 . � . � I � . .. I � I . . � � I . . . .1 * I I . . I I . . " I . I . � I I . I I I I � . I I I I I . . . :1. . I I . . � 1 12" RESERVED SIGN . . . � I 1. Al I -� � equal. Utilize precast Concrete - . (10 , . co . � . VAN. ACCESSIBLE I . LiV-4. . I � I � I I � � . . � � . . 1. Qkl' - : I � . � . I GUTTER FLOW UNE-,,,,,,,, I . � �� . � .. . � I . . I I . . . . I 4-i � I . I . � -- a) �. � � I I � I � . I I � . 0 , I . � � . COLORS: .. . U.!i I - INLETS MAY BE PRECAST � I .1 � . I . I I I I : . I . Grade Ring(s) for Adjustment to . , : . . � SIGN � 0 ;:1 ,�N 0) 'a � . OR POURED IN PLACE. . I � . � . I . I I . � . Pi , 1� I . . . ; . I . .�, � I � ''I � . . � I . , 0 . I . inish Grade (24" Max..Height). I � LU � . \\ V ff I . . � I � � I � I . . . I i � . � . . I I . I I I . - I � 11 BACKGROUND WHITE . I w I 11 r- ..; : . I I I . . I I I . I . I I . I 0 1 , . I . . . I . (D � � = RESERVED , . � � � 12 � I - �. i I .1/0 .!.: . . � I . . . � :.: , b. �i I . �. I . � I � � � . I ­ I I . . 11 . � I 1. 1. � . I . . 11 . . I . . . .. I I . . j , . � . I . � � I . . .� � - I I > ow I I I I � I . � I . , *1: lZol . I . 0 , - I 1 41 . PARKING I . . � . � . I . I I I . I I . . . . � . P. . I 11 I . I I . � i .,4: 1 1 1 1 . . � I I � . I 0 I . . ; . I RESERVED WHITE SYMBOL ON BLUE BACKGROUND PENALlY ri P I % 'k I � � I . , __o - 0 : SIGN I I 2 I "'k -1"' . '' . I . � . . � . 1. =1 I OW�6_ In - I � � . I � . I , - - [ I . . I I I _11-0 TEXAS MANUAL ON UNIFORM TRAFFIC I . 9 I I 1. I � 11 I � . . I I I I � . I � ipe . ,__o . I . � .. I . i I 1 !6 � � Z I I . 1 2'-6" min. I I I I I I . I . �_ -_ I . . � - � � . . I . . - . I I � . . � � I I � I I 1 - ..,.,: . I I . . . � I .1 i . DEVICES (R7-8) . I . � r L #4 BARS 0 12- . . I . I . I . I-- i i Z!�!_ ;�% . . � . I . I I 1111 . I �F I C.C.i E.W. . I . I � I I I � . . � I � I I I .1 /,P,-- outlet 1-11 � I . . � �1_ � , 11 - IC, . I . I I I . � � . � . I I � . I I � I . � I I ­ . . I o�l . . . . �.10 . . I . � � ; - I . . . . . : � . I I . I . Z)01 �. I � I .. I � I . E -� . 2m -3/8"O GALV.__1___'1' � Cn . . I ..., T_� � I . . 11 I I . . I I � . 1. . I 11.1 I 1. __-_-_�_ , � . .\ ; 11 I . I 1. . ­� � �00 , i , . . . U. . - I PENALTY SIGN .1 I PIPE POST . ­ ... 1. I I I � . � . � . I . I I . I . %. . L � - - : -_ .., � - . . _. . . . .. . . . I I - I � � I I � I 1. . . I . � .. . - - - . �i . L I . . . . 1. " '.. � � I . COLORS: - I � - . I. I . . I I .. 11 / 101 �_ - -_ I I I I I . . . . . . . I .1 .L- LEGEND & BORDER GREEN I � I . . , . - . I � I .. L I I . I I I I I L L I L. � Z �- . .-- '1\ � . L . L .1 ; I . � IVO - 2 I L I L I L . . I I I . . 1<1 - - - - � . L . ") BACKGROU IT . � 11 I . �� . 1'. . . BACK OF CURB I I I L L L � L . I I L I .. . I I . . / �_ .1 . -_ '. I : . \ I I ­ . . . .. ... . . C: I L � I L I I I . I I I . 1, I . . / , x .w_l - ��\. i . . I .. . I L I L I I . . 11 . ­ : - C4 . . . . . L . I I I I I I I I L I . L L I I I . I � . . : . I . I . // ,- - - I'll ­ ` _ - -, \ \ I I I \ * I . . . L w . . I . I . . IS - , � I . I - -�i -L"; 7. --, L . I L . I L I L I L L - -�;�-��'.i��.,.'-,...'.i.i."�"i�l'.�., ""'i",-, ." --;,.-�,!�i;:,.; I . . (0 XAS M - 11 ­ . I I . I ----.....:� . M0 . - i TE I I I I / ;..., ,". - L � . . I . . . . . . I N E(S): . . ....I..""" - �y ,L_ , . . . , - . L�. I I cu - . . . . I , 1 I L L . 11 L . . . . . . ­ .- ."��...,I�.-�i,*���i,�,F-.*.*.�,,,* . . I * . -t .A. . I I I L:, . . . I y ..,ii.."�,�.�.�,.,�.�..?..?�...-�l�-F, :',*�.� . L . I � L � , �� -1 I L . . . 1. I � I � I I .'.' - .-C- I . .. . i _ I I . L .. ­ _ I LLLLL I '. I � �, .. . QiD_ I- T R7 -8A) � .1 .;t, . , I I . I I 1. ALL CONCRETE SHALL BE 3,000 P.S.I. CONCRETE. L . I I . ,;.�".-".,-.-,.L,�.".�"i��,-.;,�:.�.".��:. �__, .. r. 1. � . t I I � I I . . '. L . I . . I I . I I L . . . `;� - . I � - L I . I I I I ,. it . 11) . . I I I L L . 2. ALL REINFORCEMENT L.SHALL BE GRADE 60. . . I L I \ ;�..;- -S!._;'1 . L. I .00 - . . 11 i - . I I L � . I L L . � L . . . I pj,�� . X I i " 1, : . . . I L I ICU L I I - N ACCESSIBLE SIGN 0 ". , A.: I I 1. . 1 3. PROVIDE'2- (MIN.) OF COVER ON ALL REINFORCEMENTS.. I �1� ,.,,,.�___...., , ,-� .,,-�.. // I 8 . � 1. �: . I � � ��" -Z I . $ 50 - 200 FINE . to . . . I . L � I ....". , - L . . . I . f . COLORS: w . I.. I � I . . VE CORNER REINFORCEMENT. . I I L L . -1 \ ��-.,,., I. I ,,: , � /I . I . � . .1� . e I., - 4. ALL INTERSECTIONS SHALL HA .... 11. 1 .11/ . I , 4_a' � . � . WITH6UTVEHICLE I PLAN . * 11 I . �:f�:::::�!�....If. . 4 I /// . I I L . .. . � I !,fi '.. 6 . C4 1 1 --, W, . . . 11 . 4 I . . I � � REINFORCEMENT SHALL BE #4 1" I 8" X 18" 0 6" C.C. I I I . I L L . I :::::111 . \\'- - - , L! . .. . . . . . - L � I . . .. PVC WATER L I L . `!K.. . : . .1 . . . L PERMIT I E . I � L I I ,;,..m '�­ - ,. ..... 7.. ,- , -, : . . M . 7 ­ . . L .% . L . . I I . I I I I . �.-i'�t.'.-.-..'�"*."f,�.,..,.,--,�";�-,,�...-r�-.-,,..-.-i---...-�...,L . I.- N, :. I // . w . . . . � . I ...� - 1'....'.. \ \ I L L L . . i, _.... . I . . . I .1 . . . L L . I . . I . . . * :T .; L L L I STRUCTUkES.'AT EACH STAGE. . I I I I t ..... .... . . �_ - N., I - W � , 'I-, / . . . . W . I . . : . . I . Ik i. \ - I L . L - . � _� I � . TEXAS MANUAL ON UNIFORM TRAFnc III I . LL I . I . L I L . -- _111_'�, . . . . L . L I . . � C: - L . . I L RB L INLET . I . IL . :::::::,.-.!;!:�::;f.-..�...;,!Z.Z-...,.-,.,.,.-, ", 71 ,,, �_ � I I . 1. � L I , . I _ 11. I L . I I . -Q ._. - : L I CONTROL DEVICES (TYPE R7 -8A) I . ' L . I I t� .,,,-:. - �;. ,� � I . .1 . I I . , I " , �­­,_­, * " -, � . Tye, CU _ I I --:,- -1-1 ­"�' ".., �_'�__ _', , - .� �i 11 I L L L ..... " - --_;!f__r__ 1".-_.1'_'�i.._.1 -Mk,15- . . 'J, . . 0 . .... .. . I I I I I .. ,::� _..._.-.-.,-1.1R _. . . . I I . L I . ". - . . - . . 12"O 1 L I ............. . ...- . � � I I r" I .-1-..1_.-, .,..iir-.,-r,-..-�.�,f....t-...,--.,���.--��.,.i,.--.-.-'.! I I . ­­­ � . 1. ... , . . _ . N� � . . I I - . J L I L L I SCALE* N.T. S. - � I . . I I 1�1 .'_. ii___S- " ..0 .. ... I . . TYPE 1 I- 1 _��6jj6_ L . L . i�-,-�4;..----�F�-t�:;.:;��-.:::",..��'.'.,.'�'Z.'t.�!�:.-.,.,�, .1 . - I . ;5441". ­.�':j!::,�,:.. .. I , -:,F �, . . . I L I _ .", i�...,�:,!,_ . . . 0 - .. ,+-a ,. Z. _?:�: ­H`� I IL .. __ '. _- . _, " �. � I I . _�: 4,_N.:� , , ` . .. .. ': L I - ,�:�, ._ i - ­­, ... . . . �i.. .., . .... i � . . I I I L I I .. . I L . ... ...... I— - . . . I NOTES . I L . I I I I I- -1. �.­­ ­ ­ . I I . I I I � (J 1;.:--: Slln, '. , _ . 11 . . L . I L . . L N I v! .. .. ... I I " " -1, , L I I L I I I . L I L I . I I 11 _ ..", t � - I I . . . . I L I L 0 - ,�.i�l.:�"I'�c;l�!".,.*..-��"I'l.il'.�� .. � L a � I I I I - I I - . .. i�, -"� -- ... tk; .11, M I . . - "' - I . � L .-��!j - ii��j, iq,, ." L . I ,-.g, ­ . ..'. �i�f.�.n: .. . L . , L L ,'� �- . , 1 . ALL SIGN. HARDWARE TO BE GALVANIZED. I . I . I I I i% l�,,Ii��,�-,',�;........,.�:.�-i�-� ., . . . . L L .. I L L I L L .% - 50. �;Ri.R..-,7 . . L I I _F_J I., ; . , . - .1 . . SLOPE SIDES TO MATCH I I . . � I I ,� L .'%.",."",% ,,,-.-,-. .-,.i ...... . .. � --- .4 ,I � . I L .. . � L � _61C . I � - ....... - _-�­ L . . , ­' - I . I , , ��i ! _ "'�-i-�,.i.-.,..�.-��--�,,.,,t-,,--.�-,'-.!.,-.... L , ._r.. � - - i L I , .., g i�; i I � . Mv t, - , �., �' . . - f.._ - _- ,,, -_ 1 2. USE SINGLE OR DOUBLE HEADED ARROW. MAY BE USED TO MARK MULTIPLE- RESERVED L I I . .."M.Z. I -..-:!I- .. A - . . . I PROP. GROUND SLOPES. L . N.,�`,�._'.,�.�-.!`. . -- - .". . Z PARKING SPACES. ARROW SHOULD BE OMITTED WHEN SIGN IS TO BE US I I I I . . I I I L I L L I I I . . , 1.1�_.".-. . .. I L .� . 0 11, . I . . , L I IL I., , ` , . . I . I .. . . I I I . . , . . . . . I 1 6" k L!!.;""-'-'-'.��.,*-,..,�-','-�*;.-,e',,..-"".,....� ,,�-'.�,i.,..�*,�..-,-�."-�-.7�l",�.-I..!� j"...'-,*� , . L I I ,...,.� ,,,`­­,�,,,� - - . I I I . I L � , , ­., , .- .. - '._'.��.� ... " ­. , . fi,; Z . 11 . . � . 18 I L . . I . I I .. SINGLE SPACE. I I 1 6" MIN. THICKNESS CONC. I I I L *�_,"" ­ , "' -.1 _� . A. �1\1111 '... - !. I L 11. � .-. ` , `.-I.-I, ` I, __­-� ", I" -, I .- L �_'." � . . . � � �.-!*1...--�11-'.-1_ . . I .N-,.--�,_..�-_11�a.l_ __;�, i �,, . M, -..��, ..� -f':�'.��', "' I . ** I L _ ..... ..... � I I L I I � . I I . .!.�.'IZR: - .... .1 . . . I . = L I I . I *1 _,,� _.�i­"-K..___.'��i'�`, ."?'_ - - All.,--, " 8. :..- . 3. MOUNTING HEIGHT FOLLOWS:., I L . / . L �_ REINFORCED WITH #3 11�11'0*,!-` %.'.�'.,','11`2_� _-_.'.`!21..-_..­;�­. 11 .. I . . I . '-­­ "' ­`_ -, , * ;,11:., .,t:1,.-,: "" -IV III . � I " � SIGN. LOCATED IN. 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L L I . . L . . 1. I L .1 '. . L L . I I : . . . I I ­ . .. L I . L . I I I I . I L I I . . . .. I . I I * , L. I L I I I 11 . . � L . I . IL I . I L .L . . . .. I I . . . I L . � L I L . I I . L . I I I 1. . L . I . . L I . . I . . li L I .. I . . I : . . � . L I I __ . I I L I L I . . L . I I . I I lie 0, M D V//// I I I ER � P " '� , ` T, R .1 11 - \ r `\ , , , * - - !.-.... .,.�.,;1.--.-----.1_--.I-q_ � I i i I I I;; �� . L I I I . . I L I L I L . I . . z I I . . L I . . I L I I � . I . I . I I L I . . I . I L. � . L � . I L . � . : . L I . I . I . I I I � I I I . I I I . �. I . L L L I L . L 1. . . ,I I I I . L . I L , ,OF 1 1 SHEETS L . . 11 � . I . . I I IL . � � . I . I . L L � . . . . . L 11 . I . . I . I I - L I 11 L . I L L � . . I I I � . L L I . . I . L � L . I . L I I . . I I . . I � . . L ____ . . . I I - - L . . L L . . . . � I L w : I . . L .. I . . � .. . I L . . L . . i , . � � . - . . I . . . I . . . .1 I 1. IL .. � � I I . I � I 11 . L I . I . 11 . . I I . . . ... ::. I - I . . . 1. . . . . . . . . .. . � . . L . L . I I I I I - I .. . I L I � . . L . L . . I � . : . . . I L .. . . . . I I . I L I . . I . I I I L �: I . . � . . I . L I . I I I I . I . L ; . . � .. . I L I I I I . 11 L L I . . �: L . . I 11 . L . . L I L I . I I L L I . I I I : I L L . L I . . �� I I . � . I I I I I I . . L L . . L I L I . I I I I ­ . I L . L I I L I I � I I . . � I . L L I - NOTES* 5. MANHOLE LOCATION AND COMPACTION AS FOLLOWS: 1. A MAX. OF 4 AND A MIN. OF 2, THROAT RINGS. ATI COMPACTION REQUIREMENT SHALL BE USED AT EACH MANHOLE IN. NEW PAVEMENT -.------ -98 X STANDARD PROCTOR - ASTM D 698 OR EXISTING RIGHT-OF-WAY. LANDSCAPE AREA -----90 %STANDARD PROCTOR - ASTM D 698 2.USE ADEKA SEALANT OR APPROVED EQUAL BETWEEN RING/COVER, ADJUSTMENT RINGS 6. NO RINGS ARE REQUIRED OUTSIDE OF STREET RIGHT-OF-WAY AND CHIMNEY OR CORBEL/CONE SECTION. 3, MANHOLE BASE THICKNESS AND FOUNDATION 7. IN FLOODPLAINS OR AREAS OF CONCENTRATED FLOW, THE CONE AS FOLLOWS - SHALL EXTEND 1FOOT ABOVE THE BASE FLOOD ELEVATION OR A BOLT. DOWN .WATER -TIGHT RING AND COVER SHALL BE USED, MANHOLE DEPTH (FT.) BASE THICKNESS VENTED WHERE REQUIRED. 0 - 12 _ - - - - - - - - - - 87 12 AND ---------_-112" SEE NOTE 4. 4. WARNING SIGN ONLY TO BE PLACED WHERE ARNIN SEWER CROSSES OPEN FIELDS. SEWER SIGN MANHOLE MANHOLE SIGN No.. (SEE DETAIL S3-05) 6'-0" STD. DUCTILE IRON MANHOLE ( 3' MIN: COVER ANO FRAME (30" DIA. OPENING) OR EQUAL ' rrnrr ruwl�� . v �rr��r✓I� MAX. ' SEE NOTE 1. I a 2'-0" PRECAST REINFORCED 1 ' 2'-6" o.v CONC. MANHOLE SECT, ASTM .DES. C-478: y f 8' GREEN, HEAVY DUTY, BACK FILL AROUND ...` WING CHANNEL POST MH SHALL BE AS PER VARIES NOTE 5. 5,: MIN. RUBBER -GASKET JOINTS (SEE TABLE) W/ MORTAR SEALANT INSIDE AT ALL JOINTS MAX �c Z F 6,. MIN. PLUG112"!F'( ''� INVERT y4DIAMETER OF PIPE UP. TO 24". 24 AND 11' v LARGER SHALL BE FULL r , DEPTH INVERTS. BASE .. :• , V •4 BARS BENT 0 900 AND WATERST OP -PIPE CONX TIED TO WALL AND BASE. MANHOLE ADAPTER SEAL, OR APPROVED •4 BARS, 6" O.C.E.W. EQUAL. (2 REQ'0) NOTE DEPTHS GREATER THAN 12' WILL REQUIRE 2 MATS OF. REINFORCING STEEL IN THE BASE. MANHOLE DIA. . MAIN SIZE 4 FT <18in. 5 FT _>18in. t30in. 6 FT _->36in. STANDARD PRE -CAST MANHOLE DATE B/CS UNIFIED DETAIL NO. CrnOFCOLLEGrSTATION CI'T'Y OF BRYAN JAN. 2009 STANDARD DETAIL S1 -02A. %hc raxxlli(r, Mini Srrld .. - 33-1/4" DIA [845mm] 32-3/16" DIAg, DIA [81 mm3 5/8" [818mm7 - �-9/16[16mm] 1-1/2" 38 1/4" [6mm] DIA 40mm] � -'-�C mm3 NEOPRENE GASKET 7/1 .. 4-1/2" 2-7/8" mm [ -1/2" [73 mm] 30" DIA CO T/El R SUCTION _2-9/ 16" F [ 762mim7 5/16. [65mm7 [$mm3 33[862mm3IA 40- [10335in/4" m] OtA . FRA1 M SECTION V-1432-3 MACHINED SURFACE 4143D2I057 175 LBS. 3-113/16" [96-minj _ u u 2.7/16" �^ [62mm3 7/8" [22mm]: R 1-.3%4" 1" DIA X 4" LG BOTTOM TIE'W [R44mm3 H.R.S. ROD PICKBAR DE71AIL OI' COTTER I" [25mm] DIA 2" [51mm3 LETTERING HANDLING HOLE LETTERING STYLE: 1" [25mm].D1A BOOKMAN OLD STYLE ANDLING HOLE 2" LETTERING LETTERING ""'�' """` LETTTERING .STYLE BOOKMAN OLD STYLE P (2) PICKBARS `��' o .(2) PICKBARS 2„" [SIMM] z [51MM] CITY OF BRYA (� ,:�• iT R Y 2 [51mm] LETTERING t4�ep7 ',IPI 2" [51mm] LETTERING LETTERING STYLE LETTERING STYLE: BOOKMAN OLD STYLE BOOKMAN OLD STYLE PLAN T rrr T/Tj DUCTILE MON Tlr1432--3 STANDARD MANHOLE RING AND COVER DATE B/CS UNIFIED DETAIL NO. CITY OFCOlArGESTAnON CnT OF .BRYAN JAN. 2009. STANDARD DETAIL S4-01 Thr r nvllJJr...7enoSi�lt . STANDARD CLEAN. OUT FOR MAIN LINE•�.,�I• DATE oBRYAN DETAIL NO. CITY OF COLLEGr STATION CrrY f B/CS UNIFIED. ' 'lhr. y OF r�ars,/r. JAN. 2009 STANDARD DETAIL - S2-01 - 1 STANDAR( SECTION IDRIVEWAY SECTION?.6/0•., i ... •................:....... (SEE PLAN SHEETS J. DAE' BR WNL: JR. / FOR WIDTH. AND LOCATION) ,'x;......818.0...... 6"X6" #10 WIRE MESH 6"X6" #6 WIRE MESH OR / � .•��� OR #3 BARS ®18" CL -CW, . (. WOOD FLOAT FINISH #3 BARS ®.12" CC, EW //' �::r(s/ • Z' r • ♦� BACKFILL � �V/" �•+ 2" 1/4" R TYP. / J :�i`�'✓ 4" ISSUED FO BIDDING - AND CONSTRUCTION. Jill a - - N " CUSHION o o m PREPARED SUBGRADE u' z In w S 'JOINT SEALANT - 1 1 /2". MIN. DEPTH 0 V SONNEBORN SL1, w x g 1/2" EXPANSION JOINT OR APPROVED EQUAL. o 0 MATERIAL AS SPECIFIED °o 'co �N oui TYPICAL EXPANSION.. JOINT, 100' TYPICAL CONTRACTION JOINT, 5' SPACING z d n SPACING,' AND AT ALL OTHEROINTING I. Q 1"_ Cr WITH CONCRETE STRUC ES 0= SIDM6LK CROSS. -g E ayi 0 co E!�� m 1 - Y N.T.S. W mm lV 1 8" DEEP GROOVES X 3'-6" ' 2" CC. 4 0�, (MIN.) Q I o d :50 ° cMAX °- o ° o ` o ° o ° PERMISSIBLE DETECTIBLE WAIS NG o°0°0°0° CONSTRUCTION SURFACE SEE NOT 8. I 000°000°0 JOINT ooc� 00°4" MAX. 6'-0" oo ". 'lf 0 ° 0 0 o &C -,t- (TYP.) U 3 000 000° Z C) 000°0000 �. o O o0°OOOb p f7 II Z_ zCD CUR 4" MAX. f -•-- CURB i- 4 ohlci TRANSIT ON II TRANSI710N LU W M �' d O TYPICAL CURB Z a� O c° & GUTTER co ' � N o LIMITS OF ,PAYMENT _ .a: . . U' v c' m 0' X ) N TYPE 1 z cl� z c W W _ 0 U) LIMITS OF PAYMENT PERMISSIBLE Z °o U) t ai SIDEWALK `JL_ CONSTRUCTION ..:1 - w t / JOINT U C� c 00 aa) 't ;] TYP. I r�t�nv y nn ,. a v Z c o= - uj .r, 1:12 Ap2g0° °0° ., 1:12 0 , I' MAX c w o° °o° MAXLp VARIES o j I ° VARIES (3' MIN.) 4" MAX: 0(3 -6 MIN.) v o 0,0 I. (TYP.) T' 0° o000 00 DETECTIBLE WARNING 01000 000 SURFACE SEE NOTE 8. Lo o �,J 4" MAX. C RB TRANSITI N 5'-0" CURB TRANSITION �M- VARIES MIN. VARIES . W TYPICAL. CURB &-GUT R TYPE 2 j ( -� U. TYPICAL CURB . &. GUTTER '''DETECTIBLE .WARNING SURFACE SEE NOTE 8. I 00000000000 0 000 R 6" (TYP.) 0. 301000000 000 <o °0°c `•' °°° LIMITS OF ARIES 1.12 SIDEWAL V (4' I N.) 'T' 0 ° 0 MSO ... PAYMENT O 0 0°0°0°0°°° " 6 MIN. O }I . 0 o000000000 10" MAX. 0 0 0 0 0 0 V PERMISS IBLE ONSTRUCTION - ^, JOINT LENGTH AS REQ'D W TO M 6 TTYP.) AIN LOPE � J TYPE 3 _ U) NOTES: o t RAMP SU ACES SHALL COMPLY WITH TAS REQUIREMENTS. 2. RAMPS SH 1- BE -BROOM FINISHED WITH TEXTURE SHOWN.. 3. RAMPS SH LL BE DOWELED INTO CURB WITH #4 SMOOTH. DOWELS AT 12". CC. O 4.. REINFORCE ENT SIZE AND SPACING SHALL BE THE SAME AS SIDEWALK. 5. RAMPED P RTION OF RbMP SHALL BE CONTRASTING VISUALLY WITH ADJOINING SURFACES (I.E. LIGHT -ON -DARK OR DARK=ON-LIGHT). v 6. FURNISH DETECTABI. E WWARNING PAVER UNITS MEETING ALL REQUIREMENTS OF ASTM C-9 6, C-33. LAY AN A TWO. BY TWO UNIT BASKET WEAVE PATTERN OR AS DIRECT D. SHEET N0. 7. LAY FULL IZE UNITS RST FOLLOWED BY CLOSURE UNITS CONSISTINGOF AT LEAST 25:. OF A FULL jUNIT.' CUT DETECTABLE WARNING PAVER UNITS .USING A - POWERS 8. 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