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DRAWINGS
\v Provide ,s0" � RCP Sloped Q end' Section .` USE 6 C.Y. ' USE 4 C.Y. LOT 9 ROCK "- r3, RIP-RAP / Provide 15" RIP-RAP R LOT T 1 A i RCP Sloped 2 R EXISTING WINGS BLOCK /1 nd Section , e r \ r I \ BLOCK 1 c`F' '' PARKING LOT 'J PROPOSED � � ,r \ P HAS E 1 �� DUMPSTER AREA I SEE GRADING t n- PHASE \' �� W 15"0 STORM, DRAIN I H /`1 S E 1 / ' o (2 -12 12 1 r NOTE: ( 2 .0 8 AC DUMPSTER PADS) ° i 1 RC CHANGES \ P 14. f P I RING ADEQUATE TRAFFIC CONTROL CONTRACTOR SHALL PROVIDE SAFE & Owne'�: ACRES L DURING \ a e 1 SEE GRADING IT V I CONSTRUCTION OF SEWER LINE. \ Delmar Barohhead I, Ltd. �/ PLAN FOR 1 { \ Owner: t :} STORM DRAIN R2.5 } f , ` I \ Zoned C71 w/0 —V 30 "P CHANGES l ! (( TRANSITIONAL \ Delmar Baronhead (, Ltd. __ i -------- . ... — . 1 \ TRANSITIONAL TRANSITIONAL CURB Zoned C -1 w/0 —V „ f R30 CURB CURB �. \ 8 ,GATE VALVE /I - - - - - - - - - - - - - - - - - - \ ` N/� VALVE BOX (BY OTHERS) �� FlRE E �� �_ FIRE tANE �. FIRE LANE PROPOSED PRIVATE _._ .... _._._....... _..._...... _ ..._... — —_ R2 ..� .....: y }. S u� FlRE LANE. �r FlRE LANE ® FlRE -LANE ^� FlRE LANE �� ACCESS & PUBLIC -_ rI / R45 `•,� „ �30' PRIVATE ACCESS AND 30 PRIVATE ACCESS AND `� FIRE ._ \ UTILITY EASEMENT ��," ?� -CONTRACTOR SHALL INSTALL CONTRACTQR SHALL iSAW PUBLIC UTILITY EASEMENT PUBLIC UTILITY EASEMENT ENE �a; TRANSFORMER PAD IN \ ° (nP -) (GREY) CUT AND REPAIR 2 -4' PVC SCH40 VOL. 3663,` 313 S68 ^+ 320,0$ ELECTR C ACCQRDANCE WITH C.S. REQUIREMENTS VOL. 3663, PG. 313 \ \ 2 -4 PVC SCH40 (GREY) / �c _ - p \ \ ELECTRICAL CONDUITS. ,r 4 "—' N2 to .0'SF W o EXISTING DRIVEWAY- TRAFFIC RATED PROPOSED 6" SS 115.00' (GREY) _ DUITS. 2:5 WATER LINE _ f } TRAFFIC :LEANOUT , E;` /;' 5 ELECTRICAL C . N FDC ( l RATED ' Ex. Sanitary REAR BUILDING � 15 LDI G SEI•B C A K N _ s •C OUT �'•• LEA R 1 1 6 FIRE LINE w r nh See Ma of •> 'r• 4 W :,. S 8- 8 0 r' ,6 Q .::. _ r f •s FlRE LANE r - 1 � �: � �r FIR LANE FlRE E =•,:- ':: ..; ::p!•r •:^ ::., ..,;; r; ;: FIRE LANE •J RE LANE :... r+ 0 VVL 1• 517.1 14 E::. : =• 5 l os I cs e a b - - v o i NTR I .. , \ f. I I I (pJ ,,jj •,f , . r 1.5 -, \ \ W H TE - - - - I I 6.. r;.:!,: _ •:,:., ,, . , I ENE° • - �. r I .... , .. ..,. .. .,:..... ;, .. ..... .....:.. Ef .4.1....OR, DEf .. .OF:.S .IRS. -:�. _. .. .. ... ... - . SHE ... AIL T ..- ,..... ., i� , , ,. . ... _ ... .. , . ,. -i..: ,..:,:..c ._.,. _.• - - 1 �. \t fir. .. .. .. , t .. , . . _ ... ... _ ..._ _ ._ .. .. .F. ...:. , F.. .. c;.4'K�t;'1 -, � f - :-:`.�y`.:4•�'.:`r %F :'. ^' y: - _ - ... ... ....... ..:.....�.. ,.� ...__ .,.,.._,. _SIGN _r .r... AT A.. LATER.. DATE ..... � ...v .. .. � . >• ,. � .. ... 2.5....WATER . _ _ _ .. . _ .._. „_ .. _, .. .. ... „• ... _,.__..... _.. ........_ _..... , ".. :....... .:;avplrel..• _.., - w:. :�.,_ .., _, .....SEE, _ARCH(TECTURAL.S�IEET ••3:1• :.. . _ _ J<. . _..._ _ _,... _ ._ _... :,:.,:�� � .. �, ., .. •�: , � .:. , I I � 1 � r i t- UNIVERSITY DRIVE EA9 VARIABLE WIDTH R.O.W. 1 (FM 6 0) , 4" HIGH WHITE LETTERING 4" HIGH RED STRIPE- \�\ FIRE LANE —NO PARKING —TOW WAY ZONE ® 111111♦ _� flllllllllt■ fl>• IIIIIIIIt■ {1111• ft♦ � � � � � � ®: � � ALL CURBS AND CURB ENDS DESIGNATED AS FIRELANES ON PLANS SHALL BE PAINTED RED FIRE LANE DIESIGNATEE IO PARNO ONLY I WITH FOUR (4) INCH WHITE LETTERING STATING "FIRE LANE -NO PARKING -TOW AWAY ZONE" SEE ORDINANCE FOR WORDING MAY NOT BE SPACED MORE THAN ADDITIONAL INFORMATION FIFTEEN (15) FEET APART. FIRE LANE SIGN FIRE LANE STRIPING DETAIL 04 0 i %u. o Em's Co ' Ems; ti _ E a j N Mom:. W C m y N M N 6 V o p ( D 3t� ° QU c E Q w 0 L' Tn Q) ' � L � C 0 (n U E E +r E U) — L Q �> 0 N tM r ? ry 0 4 0 - 0 Q N C 'N • O O , 0) ,.0 WL Existing Water Lines gas Proposed Gas Lines aec Proposed Electrical Lines S5 Proposed Sanitary Sewer Lines K Proposed Water Lines i t- UNIVERSITY DRIVE EA9 VARIABLE WIDTH R.O.W. 1 (FM 6 0) , 4" HIGH WHITE LETTERING 4" HIGH RED STRIPE- \�\ FIRE LANE —NO PARKING —TOW WAY ZONE ® 111111♦ _� flllllllllt■ fl>• IIIIIIIIt■ {1111• ft♦ � � � � � � ®: � � ALL CURBS AND CURB ENDS DESIGNATED AS FIRELANES ON PLANS SHALL BE PAINTED RED FIRE LANE DIESIGNATEE IO PARNO ONLY I WITH FOUR (4) INCH WHITE LETTERING STATING "FIRE LANE -NO PARKING -TOW AWAY ZONE" SEE ORDINANCE FOR WORDING MAY NOT BE SPACED MORE THAN ADDITIONAL INFORMATION FIFTEEN (15) FEET APART. FIRE LANE SIGN FIRE LANE STRIPING DETAIL 04 0 i %u. o Em's Co ' Ems; ti _ E a j N Mom:. W C m y N M N 6 V o p ( D 3t� ° QU c E Q w 0 L' Tn Q) ' � L � C 0 (n U E E +r E U) — L Q �> 0 N tM r ? ry 0 4 0 - 0 Q N C 'N • O O , 0) ,.0 W 0 • 01 Of 9 Sheets WL Existing Water Lines gas Proposed Gas Lines aec Proposed Electrical Lines S5 Proposed Sanitary Sewer Lines K Proposed Water Lines - - - - - - - - - - Proposed Access Easement M M M M M M M M M M Proposed Retaining Wall ©M Proposed Domestic Water Meter © Proposed Pull Box FIM Proposed Irrigation Meter TQ Proposed URD Transformer BP Proposed Backflow Preventer D CONCRETE PAVEMENT , ,. BY THIS PROJECT '' " , r PROPOSED BUILDING 6s�L1� BY THIS PROJECT / JAN 0 6 2 COLLEGE STATION DEVELOPWRT SE ICES W 0 • 01 Of 9 Sheets C'n I 9 � q) : � X / / I I / I / . / GRADE TO DRAIN -` USE 4 C.Y. ROCK / \ - / - 1�27 RIP-RAP / ,,,,A , �� / ..� .__ - - -- ,,Z, 'W V 15" F/L . 3! � . 7� 1 I .1 Q L:, =288.73 / � � .1 _, 2 , oo' ?< __. �1 ,. 290 /// ' .1o, .�_ --% -_ t9 - - / "i� \ I- .., 1p, oe Pro ide 15" ,Z � \ / - , ..". de op e 1 290.2 � I/ 11 / ft ftb ,oq 293.69 5.78 ti 5o . / - OTHERS . ... m 'i � / 4 A-- - '--- s.' � - . ,�; . . I (:I I ... _- ... I / III 0 " T/C=293.38 J I / - - �� . I-- ` -, �i�`.`� �. i: zr .. It 11 L PE .- , I �4 .: RM (6" curb) ".... 4 � L T) SIDEWALK .,t:,-- \ Y VI IS % 4�4. 11 � - -� �- . / :::::, . . �;, .- ,;�.�. .. \ C.) " / ., 4 ks.H, If, / I) n ir-21 _ m�� I i ( ____� T/P= 295.73 T/C= 295.553- BUILDING /// Sidewalk @ X.) FF=295.75 [/ �_ 1 27* __ (,no ___ __ .�_ _ % �: �:Fl ,� `�, :�.- � " ."" I / r =Z92-ba iort ..�- '... l/y=ZtI-+./_,) ; . . , , . � . I . , - . .; ., . \ CTI 30" RCP 1 i GR,A'DES BY �`_ ` � .� .... � , , ir� /V Zi , - , , -- .;.. , . , �.���"" .. , - .--,*'. , .." . �- e ; " ,. - . - , ,. ,.,,. ." - -, � T/P=294.23 . r_�' , ,,!0-.- I �.: I � , CROSS SECTION A-A !;,,�� @ 1.10% fil UIHLW_i .,,. no curb) 7 .11 ,�. �_`�;.,�-..;!,- - - �' I -,.- :,__��_ ,_6 � ? / I ** - _ * !l ;. , �_' - N �**.. 'Im? . . ". I. * 1.1.% � T .: ... 7 ..'29. (H . __ - ( " � �.!,l�`.'_'� \ / ;44 - .� ��. T � . . J.- ... ,. . __ " -:�: T/1, , . I . ..... i.,.V4.. . , mar � - , .;.!Z.. �6:.;;�. a - T. , . ,-- .i --- .. i� :L , I . ;,,,..,� .,.�� . ...-.-:-:::: ____._ I R�,!-!--�. - ,.*.-. _ _ - TRANSITION 9 7 ' i >-- ,: -. ..- , ..... l-, �t� ., . -- � -.- .. - -l .- --*-:-:-, _* ... ....... 5-�x / TOP INLET= 291.00 I'�l:r .. ..... ,�.�..,--;;c.--,-.-�: I Kut I ..... .:-:-:-:-:.:-:......... _ ....., .t : . :111 / Z FILL PERMIT) I �. ..... . ..... 1, k _ __ _ ....... I .............. �F& � ., .� �::-.,-., -.-. FROM 8" TO I rHROAT INLET= 290.41 / , . -:, .�., .......' ` - - - " I - _ _ .. . I ,� . .... I � _�_ '. . _ . . ** - ..... ; . � 2 0 .4 / L, 1a%-.-j.:- ` , I , - ...:.::::.::::::7__ . :_ -- -,�, f `t'.'!,".`� .,� 1.73% )I ,f.�:v,� - ."', ..- t--, -�.-.- - -- " I . � .. - t - 1-4 - ............ �� ...... �, o .1 P \ I . I - I . 6" CURB I 21"RCP F/L IN= 286.50 / ,�� _-,..-..'-,."...,� .... .. ��.N '. ......... ....� I ., ,�,� * ........... .. I � ., 1- _ - � '. TRAN I � ,*.'. \ 0"RCP .75 TRANSITIONAL / M;-�-_. � ���.i..�';�l*. *_ . SITIONAL '_...._._l'P=293.33 -, .f:�"*'.." �'�-?,��`�,.�,'�:_ , � - 3 ...__ �,.- - - o..,m I \ ..... -1.7.1 .= .. I �URB . �', .... I A CURB , . \ -, ......... .................. . ..; ..... I ... I . ..... . % o � \ / 1 �11., ,� �,.`,��Zq ,_ . "' . - ....... ....... ... ..... ......... * SITION 11 T ' 7 i jr 4�1 .. : ..... \ �� ............. ................ . 1113A C NLE 2g 1.00 )� �1.48 1 1;. , "I :t 11 . .......... .. . " 2.5' B / . �r -,� -1 F ... . .1 � � - - - - -.1 . . . . . . . . . .";._.... - .`11. _� * ... *'***'*"**"'-.:*,.::::*.:::.*'-** ... ' W1 /,' 1� - = �, ."� _� .. ...... . .,� . . 291.59 292.8 .. - � ,*-*-:.:.:-*:-*:-.-:.:.:..:.,:.. t - - - �/ ...'! � - .. __ _ : 293.79 _ _\ � .. _.� _ - - - - - DP0DrVZrT1 .%.......��...�-' -:- -. --' \ WIT -5' W1 EXTENSION J , 1 -��7� -,,-.-._..-- :.� 1 11.1% . .-; .. .. 11 ...... I .*.'.. CURB TO 8 _ DRIVEWAY **" I . >.-.-.-- - CURB T94NSITIONAL DRIVEWAY . CURB D-M -- 291.51 \ < .. .. .. 1. -111� .... "I '.'� ... 293_-_/1 1 - _. -.-,I ��g - q , 'I�-�-.�- 292.81 ;a�-.-.Z.��...� ,!._;-;Z, .,-.-,.�-...,,',,,�....-.-�.-...-.�, �, ; ; ;gg��,-�,')4-;.--` -�---.-,,,� -., -- - - ...:.,.,--. li";4R, _F_,-.-._.,._-_-�l ;--�*--- ---,'-'--`-` -_ - - - -:, - I I I - . .- _C" I.. � CONTRACTOR TO - PAIR : -,- i6 I .... ... .. . .". � ._!._ - ;� 1. - - I ...", I \ ,�,._,,.�'. ..__Aile � , . ,.-- : 1 RANSITION " ' , �_ � �--,`., -- Z. EA - .�,-,;,",.-' . ..�.i� - _..____2...-� MATCH EXISTING .?,Q.3T-RANSITIONAL 2 New Curb on Edge of - 4.11 1 - I /\ /// B. U . . . . . ..-��;..��- �*,t..- , . " . !*�*�.-. 1 �.,' , .z::- - ..�, ? .-�.���. , ..."... , �".� - ;� , .-.',.,..-^.�. - �,*..,r- . , ; ..- - .-,� , .,� TRANSITIONAL , _,r., "'! t ., ., ., ., ., ., .._,_ - .��q:, 11,19'. 1 7 INCH CU . .; . �.._%, .- ,.. , , CONCRETE PAVEMENT AFTER 1:11. - " - - .,- -1 - -,/PLACEMENT OF 15" RCP - -, ' I I-, I .:I � " , "' ' ` DETAIL) '�. - I - - I ` I I 1_., ;`_ - _ '. _ , r.' - - l:;, ,�. __7 - - - - - _. . �� .,:,-.; . ..... -&-.1.1 �a'�.;�:i-�... I �,� ,-� I .:ZZZZZ "..."N"'z ."'T. (SEE DETAIL ON THIS ' - ��, -�- -- - -` -..C4,i . .,. EXISTING .� CONCRETE CURB 6RIVEWAY CURB - _� _.- 1� ��'.. ��'.. - - - - - - - r .. .. --- - .- -�----� - - � Existing Alley. ��'.. ,/ AT CURB INLET � ` - .�.,�f�,.,.-.��..,,i--.--����--.-...-.-z-..-..--..--,�.--r:..��.. �� ., / �� . - . , _ ...._ ,� - I't,�_ _--t, (SEE- � � /� ` ALLEY I I- - . -."l , SHEET) - - :� I - `._.��Wt�� / - - ,// !�v ----:-,.- - - - - - - , - - ___ - - - - - -, . �'., � , - ";-�..".g -.�r,..';. - - __ � . __ - - - ,� __ - :!� - " - ' .- - 91 39 / � �', --- . '...,,;.I , - - ,. , - - , :".-�.�i;-:z��-��.z..�..�l,�.,.!.,�::I ...", - - ----- r � `-,,��---_ ---`,1`--.--_',,--. , , , - .., w `-`�q:.NA'2 / - - �_ t. ->-�,-., .,� .1-1. `:_ �@� -N.*.! r� ...����i'.��,, ,,.'.'.--- .-.- 91.3 , - __- " . ..... :1 _ . ; .J.. : , . - �� -_ - Extend and ". , - �� - - - - -1, - I ,, / , , - �,.-,; \ i _,!-..,.-,!.1�-:. � M_-.-..&;�0.,.,§�,-`-.;� , �.�-'�*--".��".-,...;,�.",-�ll�-.--�.��,��.��,:� �, . - � _ ., a __1_ . K 294.90 " __ . M - - . __ X I - - - ( I o - _. __ - 000.00- - - - - 000.00---- - - - - 000.00---- gas ELEC - . _SS_ - . . _WL . _SS_ - . . - WL- gas MEC 000.00 Proposed T/P Elevation T/P = Top of Pavement - Property Line Silt Fence ' Existing Grade Grades by Others Proposed Grade Proposed Grade Existing Gas Lines Existing Electrical Lines Existing Sanitary Sewer Lines Existing Water Limes Proposed Sanitary Sewer Lines Proposed Water Lines Proposed Gas Lines Proposed Electrical Lines Proposed T/C :2: Elevation T/C = Top of Curb . � ,I Connect p posed �/-� 7 .1 - - - : -- g tMP � 2 9 �42 3 , .:: - - - -- i - -1- - �, ,- , - -, - � -,, ", _ I - - .,. _` 7 �.n �--,t.-,.:-..;.-�-�.��-.��,,�,,-,:,-.-.,-�-*,...�.--.--.,�,r...-,.. -- l" , I � TRANSITION FROM I it / F2 , I , ---'*'--. " . . - � . -,� - -- * .-,.:�11'11. I .1 . I'�` "' `� -,:" - - _ .- �..�..... '. - 1 , ( Ir ,?!l .", 'I l*r' - _ . . � V 1 95.59 ,_," I -_ .. - � _, _ ...... - - ), � " curb to Existing _"_ .."'6." ...... ` , '� 4� � .K - - 7 .;"; !� - __ .. - � C2 I 1. "-�- -1 " �_% -, _`-.3- �;�"`/_, `,� - *0 N ... - `_';� T/P=295.38 ,, , 293.38 . � , - ZZ","', .. � ,,-,"_-U ._`..`_,r��-_`. ... 1 `�94.00 - .1 I , � ._ ���...�.,�.,'.,' t -;.-, - C- '1� ,"q*p�'g,"., �', o, J.." -�., " . , I CU B T/P= ' / ., Curb. _"t- �.:! i�. I .,- -_ -1 - ,- `,,,-�-- A,%'� h'.1". _1.11A .- ..1-411 -,-. - .i�i'. -,-..-.,.-- , " __ ,. I. /;i/..-`� � ;.-i'Z, '..., . 1-4.'.1 ..". ..__�,'.;','m -'r.,;_� VZ .'�.., __.� . tl 294.31 , � I " -� _ �_-,- -, .,.,;. - �*"� " � .-�,�."-: - -.,._�, F!, - . � ."2 STAIRS - I /,P'-295.66 __ - - - - �_ c GENERAL CONSTRUCTION NOTES: 1 ln -...N ' .."� / �-T/P=295.65 / - . - [�-, �'.��.;�'.'-*--.!..� -. . � :11, " �-;, �h � ' 'Fif/ .. - - � - � I " -`` Z , - - N 'N � � ,� -i � i l /.� .I; -* � ' h M 91.70 - ____-11,__--,�'Ir,V,..;i I 1`�`.'�v IV* _.V1-/*-_'41".�:1-I.'�1._- Z Ra -11 F I. 4/).�h e.ff�.e 1 . ...... " -, _______�.,.V ..,�..-.._. _'...." _ - - - ) , i "/!"!�.e ,. - 4. .:,. '. . . . . o'. f - ..".. - .�. .. -.4 , - -_ `e - I . ... .-� - : V.;-`/.! -�;- t'.1 ,l/ D "I " "' " z - - I ' " '! . "..'..'.. .... k�� �i� ',- ._'.-!.*,----,' .., -.I..-..;- ---�.' .'..' ... - , - , , 5.. -.'�,,',_ , ...., J ;� '1 , -f ..-.,- .-!.. ...R .." ,. .;;, __. �.R�*.*.*- 11 it�:�, - . . ." � , J , 4_.l�:*,�_,�; I .�.. -. .- . . . ..: .; � v., 1, � -,- ��`A , . . . � __, ,��. L'._�!_ . ..'..i. - :".,� -1 - . . P ... "I . ,- * - .j _� .. - .. ;., I",';' � -�,, ., IF �.,..,; ;'..' . 117Z , � 7-- !?- .. .T %_ *.,�� . .- I 1. It shall be the responsibility of the Contractor to verify the exact location of .. ?� -,.,.. I. :: �',-- - -� - _,;.� ,.,- .".. :.- ... I : . . '! Z: _� i !;- e .. ... . _:�* .. ; � ....._... _. .. '. _' .. - ��_4_.W_/ , _ ..... .I- �: , / - , -, - _- ,,,;,, 1, -..-- - � -� - .t, �;'g - _ .- � : , �,�_! An- ... . �" � -, .---'� , 11 .-,�r�.".,..,,.'....r��,.-..,;,,--,;-,;�,f"-�*,�'.."-.....* . i.; "'S , � , -.:.. .. � * ". .._�,... - - i - :g'' : , .:.. ,.. ., - , � -cr - - 1 \:L_ r LW . . , , . , , . ... __ . .. ?7XI . : . -, .., '..'�,:.. " *; ;.,�,� -,!� _1.� .. , , ". ,"..,. , - -!."-- e, ; 7 V... t ;"t" , l: 1.t4-__.1__. I .;. - - . . . . . , _ . .,..: , .. � _ -, "ilii . .1'. . . � .. i.. - .. - . . ; ... i�,,,;, W. .. . . .- . ... � . .. . .���; �. . . . - _5 � . 11 ALL existing underground utilities. Furthermore, the Contractor shall contact all I-ei: !t�,:, I . I lz:� ,'-,� .; O.- ,-- K�4`.4&.tPl#;!"�*, , t�.". , - - .? - .., ,.. .l. !f-`j I , 21`RCR .LT. � : l.-.I "Iiii;'.. *t---'. ! .��-�.-...!�-.-..-.��-�..-::--.--..;,�-.-..-�.:.- 4CHMARK 1/ � - �-.-..--�%.- - HP 4*.!'.1 el-�' , -, - .."` -. � � . � - X - ... - I - , �_:�_"__, 1 �0.' .,.�� ;;;��� ' N. . �' .`-. � -`��i';,' , , ... 6�1' .i ��t_,-__,��- §eil-�, + ... .... ig-,',o'.-'.'� -.;1'.�'.,11_ 1�111.-.-',"_�_�, _. 1. . . �". . '. � .,.! ...;.. z ... ; C, � ... 11�,�_,_,� =. , .. I '2 - 4 - �!. .' --,;:." , � I , gPl ,-, '. ,�. - li� "" __ .� �. .*.. . , ,; 'I . ,;Y-�z,,--*x..'f.,-!: " - ....-.. , * , , - utility company representatives a minimum of 48 hours in advance of any - � a - , "' � .. 1. ... .. i - _- * :; " .. ."tI. -.1. ...'. __1 i*i/ - , _. 0;�1,27 I.... - ". --,� .. '--�-. . . 7I 'RN, -- �!" -, _ , 1 , ._.!Z 5 , I lk : 4 ROD SET I , ! -'* - -1 . - .. !i� , ` -':� , , - �, � __ _ - ; .,e . .... _Y - J V �� - - .j. `7; `.�'_ ��.-" ---,�, . i.-;;�.""t�,i--�'��l:,��, '.1 �� �..' - 4:v� ) il v. � - excavation. - � '- 'Tb " - " - - � ;� -..", .. . .N� " -, .4 . I 1 !, ,.[ I. I -i!� . , ,*�l l., -.";, _"� -!l� - -- P, _.. - '�-' .�Y-�_V, * � -, � - ,'4. �, _...... ..,.'* .'�, - �- . - c�.�'..-�...-.�...��... .,, -4, , _557 ." ;' � ... �-'..;:� ..`,'��' �. - .. _ �.:, �,�,; -,--- -F I - " . .. , . . - I .- I. / /I _ � -, �._ I. - _- - . � , . � , .' .1111._'1T,---N g, , -I... ;.1 ....... � __ ... ... �,, 10:=i� . .,'.�r - _1:1 _Z .��* - - , �_ -.,.. � . , . _'. . "�'A".Ii.`.`� . , .'-.'-., 11LItV. =291.01 . , `-;---- ..." �t . I. in, - ---`, ` --, -, -"":� .. � - _ I 1: - * . ': * ,� - 7 ;: I;";��',.",�"./. " ..,; ...... �. -.._--.�-.--, - I I . _ .. ..- 4 - -. 1 . I . 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City Of College Station Utility Dispatch 764-3638 . . . - r . . .. .. .... ;.i..'...f.,."� " , :!.* . .. � _ � .; . , , . , ... ...t �, ` 4 `:..-.-.-_,-.*.-.'!i ... I , , `,� _; _,`ii. , .�. --...-..:*-.-�f....,:�."."*.;*,.".,.".:..-.,-�l�-,....�..,.'..*,!",.*.I'* "I.,_ --.-,;--.--. �,-. .".. . -_ -:..: , ... .. .. ..... �, , .� ---i!,.i.--,�-� �r _ ;. -�; � . . - ,�" !., . , , "' ...- . � - % , , - , I . . : " ".. .. , . : . �.. .....': .i ;:: ...�...; .. . t, j:..: _. �.O .". 11 *. *. .'..* ` '. .-,, , -- .,-. -, `, I -*--�,- ` , , ` � ; �,o , . ,?i . , 5 .., . � � ., -. %. �. � . _ ; . .. _,� ., 8_..`�` ,, _ � . , - . . .. , -, � 2 .,. - � _ : _ I . - � , , .��!� .. _ , . . I, _.m ."I. _=t_ . .... . ... \1 . . . . . . -.- - � , rl.. , __- - , ,-,;--�, , - A M --l!, 1`-1`,1.'-`.i , �-.. - - - " " ;,,'.. � Z - -, , I - l " ;: 1 '1 1 '.'. 1 ;.'1_ .r,.,--,.--",..-*.ir..'�,.,..,., 7 -�`�-. , . i ..., i -:�.. �: �� I \ - q, � .. 1--ifl�'...!- ., " � *, .."..'. - - I .� ., _,_____ _ . a - - .__- - 1E - Irl,� -- .. , __ �.. 1 1 ; F. Contact Verizon @ 1 - I I ;�111%%%% . ... -- � -,-.,--.'.. , � .- . -. . , t. , ... - ,,.�. -- � , .. - ,�,. - � ,. .... -. .�� f � . .�f!, i �� . .! .; . -.-. " ..- - .. � - - - . --. -� - .. ,i � . .- . -.. - .i , ! - ii -- , ,.- .�. , � . .. -- , ---. � .--- .c - ...� -- ... -- �l.. - i -- .,.. !...,... .�� -.--,.-... .... , ..� ... 7 '�-- - g `. :. - .,..,..W,-� : . � . . ._ �:.. . - _.- ..:. % -1.11. . - .. .. , - .: I I I .. , � ..,;t, .-..------.,_-.�_ ;,!.. ,� 1". ,_.. Ui� ,..�:.,... ,I . )-`�'--` .... I".; 2 ' . :: '; � � -l " , �' , 1*,it.....'�-...--�..,i�e..:,..r..�....�i�;�---..*-*-�',"-.;--.�.'�... . .. .. !, . - -,,, --.--,-� , %�..';.: ,. .:L , =--..."-.-. ,�� �!j� � I 1 .. . .- .. n --.�--- --. . ...I : �i.' ... .. I *-: : * -.,-.--�.--.'--'� , , -. -, �-*.--.--,.�'.� � *\ , 11 : . ,..' � . . � b . . *..- , .. , :. , I . . .. , . .- , . . __... 1 - : � .., -., .. l, -..".'..'� .�:- . . � . 1, . . . :;: - �'. :. .� """ - , ..g., . V, , ,'_,.-,-,,.-,-, - -".�v-i'.�.'! .: All construction shall be in accordance with the current City of College Station . ". .. - - " ---..--,----,--" , - _ . `,'.i, -,-..:.::. �. ,-'_:* .'. � lio. " '"ll _-,�- ."..m..� .", � ---.�- ,.-- l) ,-5, - ,-R.-- ` - � --. ... "; , ..? - - -, - - __ .. _. - q . � - - . �� �� ! .....'....... ; i '.'."Z"-"""7,..7�'!�..!.'...'�'-..�-'.'�:*,�",.,", .',',-..�-�'.,i'�".-..'-'".,:"",,t-*.I�..t,'�".-..,,.",.,..�-r..�,'-.,--'- ,-", , , . � . . ::. , .,:, . A..-..... � � ; . . : ..-.-, �.' .�; . - . 1"; 1 2. �: -.::," - �. .-"�'_',l�,�-;.�', " TT;'�..�,� -.�--.. .-.-.�,` - -',% -'� -�Y`�-` ", 0 ,,, ., ;I . _:�::,�.-- - 0 . ,; �� 1'..;.r. % 4, . ,�.* .......t. ,.." -.1 ... **" -:1. ; ..- . .. . . .. . : -, I I Standard Specifications for Street Construction and City of College Station Water . '. , , - . . . , Z�! -� ,�".,'., r 71`11!- ... :;_ . ". .I, , . . � . . . 1 . .; . ;;: � �. . ... .... ��;-�i�*.�.',.'�.i.t",.. ..'J. ""I" , .. `:-,.......;.. � . .. . . I .,.!.. , - , - ,,,,,,, .." - " - - . " "V , d , . ,-- - .., ,, , - . ,. ,....�.�..� *3. -. , " . �.�*�.'��� . I _ ,I ::: ... -4 . .,&, ... ,'�� � *�..-_`-I. ... : ;�,... . ..:`�F.'.'�� .. ... :: �;!. _ i�i�i�.`E`,�- - J . . I / . , . . , '. .. I . .. I/ . : t 2 .... -, I . . . .. .. -, - ,�---.- , -,. ,- .-,. , �7� , ."�. - .. - , , ..� - � . .., : ."�. -. , , .. =, � ,. _� , . - . - � , ..Y ,- i '-c. -.' .,.. � ,. i� *. ,-�.-.,I ;, ::4- . - W .. . �` ... . V...'a. � - . - : , ... :1 ; ! 4*-.�'�,.. ;' ;,�.,-'.,'..i*,'�.�...'-..',*i.'�,!".-*.�"�.".*.Y".,.-.-','.,--'.�*r!,*-*-'��e- .. . .. - . . , *�-i' . � t-..'_ , . '-`1i'N`.-_'..-.1- ;�,--_!;;,�-� -�_!��*. ,�� �. . , ' 0. t: 6.._. I : - : �*� -, .- : ... 11, , -, _,"A '� 'P�'.' -'.----� - ,�,.1_0��---',�.'�--.f!T ... 9T9,_.`-_-_--.`P.,9A§Tt I )11. . - I . ; � . .. . .. *...�::�- , - . 11� , 'I --'-`.* \ All inspection shall be performed by the staff of the .1 :. `� -,�..*, -. -, . . . � ,i- . .1. and Sewer Specifications. � .. - .;% . ,� .:�'.' ..'.:, I .. i".."'I.., '' " iil,-� ohr . t * - * .(. ..".��.... �:�� ... , I .� �. _ �, . - , .. . , .-�: I . I!; , 1, �_ 1 ,-�- .: ..::. :� :;, ... . . �' - - U ,t.�-.T.4,:* m ; .. . - . - -'�*, � , . . .T:. , - �r,tl.%) ..-.r I I _.,.-...;'1;.!!!.; F,!:��, '-.� � .� Z'1.1.� . ��*! .;:: �::� ..' ", .� : `� �., rw ;,:� ,:: .. - . .. . �i.. . . - � ..; . d � , : � - --. .. ..�?11g,:...o, ....;4.. . I ...I., __ .�.,",-.z,,;!'�::"..�...i.!;.Z.!.�;i��;,.�i,'i'-� ... .... _--�-`_ -��"_".`.,., " .. � .. . City Engineer of College Station. All construction shall be coordinated with the City - 08 �� - : I * - 1 -95 . a V _ - - � -�;�,"Ti.-.1-, "; ��'-.- fi '��: , * --:, %,�'m:�' i ! I '* � ...Z. -� ,'17'1'1� 1 /----,, ��_ : , � ` - 2 :;�._'.-.-��' `.'..", I I I . � ". - ... �.. . - . C . _.. , . : .. . . :., ;... - . I I .`I, -.',I 4 . ..', ; , ,':`: ,* - 1 � � .'.. " - -, - - -f ��!-!j, -` ,**,*; . , . .` -, ; ..-.*, ,-*..7-"""�,**,i�;��,!;.-�'��,i-*.*'!,�,�'.-���"*,�.;!;.�l.�;'-.-,I . I.., " ,:: . .': �... .. .,� .. - IIML - .. . .... 1 `-`��.' , --.--',. -- �' -.,* ` -..! * � � .. I I : ......... . . . .. . .. , I .... - ..... - t � �� � -,�! .. �-' �� �i�'.�-_� ..-.- .. ...... . ... i . i. ..�� mo _C:�I , , ,; l. - -e -- - - " , :."8 - .. ,- . - . ,--, l- . . ,- .�. , --, --.-!�i ,!*.*,.*. �_ .� - . , , �� V - 4 ��::--.�;:� . .. i .. � 3. In lieu of using the construction materials indicated in these plans, the GRADE TO .' izT TH .;:-:� 1� ..,.,-,*: N '.... . ..."i,,"i'.,.'-�*.,��"-�-1.�e6. �. .1, . . "'$�, I I ,- of College Station City Engineer. �� - ,�..!...� -..-____._ ____ _ � : !.. . J 11 . _,.-_�� ,._.�,..---.-., , . A_._... .-A. "; . ........ :�,�,��!� -. .... .... 11.11 .. ... -157: ��- �� ----.,..-.-!--.� , -_.- - 7..,-e,, - "'Y� -,� ;, . .. .. . :Wl �. '-� - ..:,.�,-�-��.�.,,-i�,...%.;:.....�..-.;�.�-.-�.�,-�.� i,- i . . . ...,)" _�t.,�.,-;--i� .../---."-,.,.�:��: .1 I I . I .... � , . I : .A� . i.:�: �, , , , " * ��.'.- -..- "':, -�:,.;,� � . �. . I :., . , -, - I , .. . I" . :. - 1 " NG!.b . � &!��-:, , .1.1 . . . .. .� :,"'.., -`-*�. `�:�, -.---�-.' - * . . I ;;. .7... . . .. .. - . .. - ... . .- - *�. ' , �N:��-� - . __. . , -, ..-* .. .- ;.�� -,;,-...-. � 11 .. . 777-:-'�-�� � - . . � . �..: � � .'..-.' ., , , � .� I ,... .... .� . u.t. ,;' . . - 9 �.*. ,.. . '2 .1 2 .. . .. - i - (�..:*--,.'�:-�-.'.��:�..'i--:.-�..,,��....'-...*.. .-,-'!�*"�,. " �` ---.- .:� � i.'_. �. "'., ... � I ,:�. . ,... DRAIN .11" - ,n-3- � :, _. ;'... - .. .. .. - .. .. 1-..'.-*:?,.-. ... .-'.-.'.,�,�'.,,'.,....,.,..-�*.*,.-,'...-,'-,*".'-�,'�;.-.- ,"!;:., -,','.',;, - .`-.;�.*,:� �' ;:%.',,*..."it .. :.:: .-` ,,,., -'.,I . ..:, _ . _ � - : !�' .. . . . . ... .1 . ..;;.% . ... . ... . - . I � I I . .. 11 ... - - - , ; I.... � I , _... .. C )ntractor shall obtain written approval from the City Engineer for any substitution. . : . . - - , : .. . ,. - ..., - ��,-.,�:.- " �' � ..... ., . . .�' ; . , .; ! `V",'�� ` .", 'w , .: .. ;.. I � .... � I I : . .::�. �',-..::: F ,. ! ,,'� -...i��.:..'.: --� - - - : , �'��t g , .- '..." , :�,�,:;�--.'.. --..--'..:'1:�:1,�. . , . w � ..., .... . .. - .. � . . �.:..,.:". - , - .. - - ` -, _.."',�*..'..".� . , .. a . l..." . 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XI....6. , . _ ..... ... . . �, - , ... - -_ * .... * 1* . , : :. �;. . : - where applicable. The contractor shall be financially responsible for the engineer's . - " . - ; i ' `-;�-`-,�,-,�;.-.�,�.--.-. . / . � * , , �- .1, ..;.. '..'�,".", -2-` `-`-_---_-'-'-',' - . ;-....'.,- ..._,..-4- *' , . * -,��--., , ** _ - - '. - 1 , .` ,o,� ..-.�:,' �'�.'�-.,:,4.--Pl��--..�,!,-�.',�-', . . 777. -.� ... ...': ,� . ...', -`, A - �-, ." .., -....*- - . : . - " . .. !.. - . ) 1/�� . -, - � _ - - -, , ., . . :'':. wi��,-Z,". -`A*� �'..''., I I I : 1 1- 0 � * .. - �:�'..S�,; � ... � 4 .. ..��'. ��:.. ��,:. L ...:., * � - _- �;- �i." _ .. ,. 77 .... --- .: - . ; . r ` _. _... .�.;r. .,._. . . : I .. I. . , ;. 1�...::: *`�: .. I -1. .: : . , . o I I" .-`..-.- * : : :: * :�. , :�I`�`.':.` ; : : i - e .-� ` -.',�-,**;-".'..`.`. - " - .',..*�) - - i � ,. i , ..... - . - . ; . .. ,., . , . .-;`--,. 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I � Z��_ time spent reviewing changes and redesigning based on contractors requests. . . ... .. �L'..`,?,`! . ..... . . .. - - ` � ." - ..., 4 . :. . . .". . ��'.:�."..:-:,-,:�:....'..��: �:':_-'��:_'. ; ..., �. ..... .� ... b I.. . . . . . . � , . . .: .... '';! - .' j . * - '..' - -, - 6, ': - - . V - -. ` .- ..,*,'.�.. '�� -'- ... .. :. . . :,:.:'�.,-.i..-,.,� : - ; : ." ..,; .: - . ,,'�',`, .-- ,:.:'. - �.". �-. 1 inch = 20 feet ... W � !!��, '.'�.-,�!.�.:� - . " ", .._......"..... .,"- o�....... * '*.-,�.V��',K.:. 121%�'!. .L :..�,-. � �. _= _� - - �. -4 . _ e P .-.. ;7-v.-t F . , .�-.�:-� . - - .1. I . .. :. . .. . . . . .. . . _- - - - 1* : � � . . '. :�-� �'q ):1 . . . .. ': . - _ . -i , ... .,. ..;p�2�6). ... _P7P-1-- '-!�' ` -;,"?i-,`� .1 �..� `� .. . :. - � . 11 . \. 1: I : ... I . , ...'. . A - , .. - - . - - . _. �*ir.::.* .. i: . ,....... . : . - : _ .:!.. . - , .-�:�"..",;,-..,..-z�:�.,�.,-'....;.....,.,.- . .. - 2-` ` . - ..4 -'-!-'.-.e� Y-Ii�l;�,' .. . .. . . . * �. ,. . - ,.... . , . . _�I. '',/ \ . a ". . , .- - �- .,, 1 . i.,. _ i. -;� '-*, . �.: -�:-_4!, !-�'V- �::...� ... % - '. ::.:.* �.,:.. .. :, .:,-:-. a_, -.1 I. . I - 9�.! . . . �... . ._ _ I -.... �.... - I . .f . __ . t;;1 i -,.,,',�: . . 4. Trench Safety Requirements shall be in accordance with O.S.H.A. Standard 29 1* . P.�o , �,_.....� �"..'.�' .., ..'. I.;:* .-,-;`�*. ' ,.I . : .. . .. .. �� � . . -i ... . :. I .;. I- , t , - , ; .i::: . * - -, , * * - - -, .* 1 . I 1, - . � I . ... � I . . a. , .1�...,,.�".�,.*�.���.;..-*��.**..,."!.".."�..-i�,'-,.'.'.,.�-.','� - 1 . . . .1 I " t I. 1. , -, W -!-:�� -.-:-�- -�:.f�, -.��:- a ; I.. �1'%�.-..�:�. � ': , �...z � -...."." % � I /.-�-. .. � . - .. . - - -` , - - - . ` , " " -, t L.�' - ..........4, �* - l � �r.�--_-.;�;�----'.--,.-� . � ...., ;.-:.!:�,*.�:�:.-:... ( � I . .... . .... . I I : CFR Part 1926 Subpart P. For general requirements, see specifications. .. - - - .� .. .- - - '� . .- . . ... - - _ - , :: _:�..:�.� .�j`%b-!.,:!-.JJ.V "."' �' " "i -.. . .. ..".. � �-. ..."Y., �: �_',-.�:� , . " " .. _7 , � _ . .. . . * , . . .,, :z,- .: '-...�, ... . � � '' __. � .� _ .. . ... - .*; " , �%-. ",:. _6,h :.a m .., I ... :- .... -.1'......f'. N "��;-.-.,,;, J .. - . . / I I . enipe , .: ... I *,: a... �� I -:1 `��.:�:�. .1 -ofM--- - - ! -- - ., .. !�� . `.'�� .`.:`--*'1_7:1� . I A % I _ , ""i _ .. - - , . . ': . �...';. . :_::�.. - . .... ,. _� _ - - , , "' . ..1 . . 1. I .. -, M *�' -, h-27. , : ., ..-.. .. _% � , � . I . .... . 'I *:,",". :-` " . I , .. : . '\\ '.* '" - -'� .. k . *I . "' -, , - � . , .!:.. A - _'. � --*-" 3', -_��','� t . ...: : � .� _/ I I : I . - � - " - � ,�. - -, *�': I � ; ��-- ...� . � . . .� � .. - : � .z . S�� ." %_ , ..'... .... - r. 7. . .., : I -1 � - - � Grad 6 * - ,\ i V 4 " -,,:�-�,':'. .-�_-!. - ,- .'O ..".. . '.'�-: '' Jl� '.. . � . . _. . ... . , ,. - � 1 , � ..- _..1':-:-. i� i�-_,�..�*;��'Ii. .- - 6�6 4`,,� ` �..' :: _J D fhdrs'. -, , '' . . . : 1�� � , - .. ..... .., . - - - " -., - - - %. . ..�.--' -i . ,k �. . Ii .. . r: -_.. ,,:�. I I , . 0 . �.. l. Si I ., '.'.-��.:i ... - - _�,-`.!--.-.-- � A � . _� !...� , - , .� .. ... .� . .�.J:��.. .�::.. . 5. TRENCHING AND BACKFILLING: All trenching and backfilling shall conform to .: .:.. Y, � . , . . . . . . : . . : �. * - -.-,-,.-.- - - ... . .- - ,-,-26. - .)' - .`-� -- .@'-' - - - ,' - i �� - _ -_ �. .. I . IQ `�-" ..7 . �,, . �( 01.'__-)`.`. ".. . 1 - . . * �:- - . * .,:: . :.. ,. . . , . . . . .. ,... .... , - - - - .�.�,-.--*�.",'.�-',',*.'.;,.'�..'*-.:.�.,.,�.-".-,,-.,!.-".,",.-!,�.�-.,. .,.*r,.-�*.,--.-'.-.'.'�:;..-,..-.-.-;--i.-.�--�..�.,.-...-.."..,......v. ...- ..��'..f.......t�..z�.:�Z.....-;"...�*.,-..�*.-*..'.�'...;:�-::��i4�,,-- __ - .. - ` I': . *.."z.`_'.:�.:` , -�!--.-`.,`. . ...... � .. �.:.I::�.:.:*� I .111 -.1 . .:.. .. I ,. -,\ � .1 - . - (a .., '.:...;. . - . 1_1:r.� . -��:.�'.-�: / . .. . 1 . . '' --.-;_� �,��.,.;_ . -. ,� ..!....'!. -1 .q 1 .:� .:. . , __ ... , �1� . ., �' .: 1. ...,.. i _* �- : .... :. . .. ... - : r.-_ . � 10 . - - . . . - - ., - � - '. _ �, ... ,�,".", *::, . 1 � :* . ". laboratory, at the Owner's expense, to verify these standards. Any retesting due . � -A * .* , . . - - ,_ *�i. `.' ,:��.'��-.;�-*..��'.."�..*..-'.I ,.� ., - " , , *:�� 95 r- ._'.� 1:�-� :�*.::,. ::� ��--. ` *. - I ; I .. . :. :.�.: .:".,* . ,. � � � . o " -_ -i .. - . .i:�,:. . ...... ...., ::: . I . . . : - . � . . * , , '�' -'�.,:��'..',;:,:j,��_, ll-.,:j'-*j ..- �;-:;_ n � ......'�-.1. -."i!__ 1� ..--l/ .. ... ... �.',",%`.- -- ..�. ., .Y: � I . : *.. . � . � t *` " ` , ;�, --. -'.`ii -'.,�.-'�!:.,�::-- -, .*.,., ..t:��;:�.�..'-'.-'.'.�'.-;.�,.�.;.��,.,-,..-.���.-.-.�--.��:;,�,..- ,.: the specifications set out herein. Testing shall be provided by a certified 1 I I I ..!.., " �1, .�-., .��.'�� ,,� �,..,-,.*-,. -`.� .,*;l.. �; ,s �!.'��.��,y,,.Z, I. .. ..�,.--..��",.:,�".-...,:-.��. -;.., , , I I : . . ... ._ . _ .. ,, � . . , , , i .., . I I "' , - " . - , . ,50.,... 54 - - , .. , 0 ... I.: � , I - � - . . � . ::._FI,;. . - - .. . 6 , . .. , '' . .; . . .: . � ..- - . -- ... , . , � ,, � -- .' , .'. , .'...-. - . * . - .� , . , .� , � ., .� , . , �*... , �.-�..�." , i , . -'.' , , , . , .-* , ."",�%" , !.- .*, .:.-!.... , .. ,. . ,. ,- * �.'. - ..' - .'.� , .,...-.-" -,*. .*- - :.��.�;:.�_."�.:%:,., , �.'�-.-'�l.";5.� , ,� - .- - '. , .*:.�* -, .!."." , !� , . - �:-�. -, � .�.-� :� . . . . : / . . . . I . - .. . -,:. 1 V_ , .� i g --� `. - ., .". �. ..., " . * I . :.. . I�. - .�\. . .-.:� . ". � - . . . . _:...Z. - " ` "" �,.. -�: �7.:� ��. :. ..., � *; , .. � I 1 . .;.:. - *� �,.--.-;:�-:;:,.�:, v...... ... ... t. ., ,..-*�., - - *.; :'\ . . � : , , , - - , , - - - - � ".. .1. .... ... f... ; .�. ., %% I I * to substandard work shall be at the expense of the Contractor. Structural areas I `... - , - , - ..... , . -. . . ;. I- .. I - .. , , , . _1� ::. ..' : , . - . �' .. ., .;----,� � . - - - i�!. - .-�_ . , - _ � - r ! = ',--, -§ ", - ".,,'.� .-�!�Z:-`� _--';;�. . .... . . � . . r ill, / : . . � _�-,.,;'..,'. , -�.�.:%_ -'.--T/,?3LZ9 . . , ..., L ;� - 5.Q .� . . I . . , ."-..:T:! :: I , .; , ` , . I .- -.� _.. !. 1 :. . . .. I - .... . . . ... . I . ..- - . . .: - - - �,."�..�...*..".::;.."."�*,."�..'��....*,.-.*.�.*,,��.,,:,���i,;:�,,�, .. .. "''! 1.:.11'..1... �,;.,!.,�".:!�,t*,.-..,.,�*�".�.��--.'.. - . � , .... I . 1 . ---:�:. - :*-`.� . - . ... �z " , . .,. � t .; . ., . .. . - ... . ...'. .,� I � ." . . 1* 7-.. ,�:.-. �. , ....: , 1 . , , , .. I . . . . , .. * .,., ,� -�,- , !, � e ..;..: .,!.:I '.� l��.Z, - - - ------ - , . �-*-i���.,**.,*.-:-.�*.........:'.�i..�:.'-*�,.,.::!.��.-�. - , k-v _. . , ... : . , � . . - '." *: - '' * - , - -,; - ,'; * i', --, .,..!i� � � ...:.. . ...... - . :: .11 . . , � .. � . -.1 �'. . , " , ...'? -, � , " , `� ... � ... � ; ,: . . . " * ,�, , - .i, .'.'.-;..-', ...--..!. .�-. .'.'�;�: ..... , ..", I I . : . , : . , .':.*. 1 .... - ", '--" - . " -';'- '! ', '..�.`. ..' .."'.,`.�,�,", �. . - � . - . . . �� . -;. - _ .... L `* ,.. - , . r . : .. : �. ,:.� � ��: -:. - _� .N. I . ... �*�. ,� , :: ... .... . ; . . � � ".. . � -\.";:*�-:--� 6 .. I _ , i .._:... - \: .-,._� -::�-;,. ��;, .,; � . ; : . � . .�z - . , ,:_.; ....... ,: " ..".:. - ." -'--�' .` - ,`1. 1 . - 'w� `� � �` .. 1-'..,. . . ; . _��-.--.� -.,..- ..i..'�l..�. - i�� , -; , :*�...... - ti 7 �.. , ! , ;.".,�-..--.�. *- - i -. ; ,! .�..�. ,e " , . -- . , ..,. , . - ,. -' .. ' . , �. -' ..'..-�. -.' �. '.'., . * ! *- , '- � * . ,- . - � ' . - .'.- .-. ., -. �.. - ...- - . -- .. ' . -,- ,".�. , - '-. ` :��"�: ( I I I : / I , . : ... _ ` ': -� _, .,� I *: ` 'I., .., �� _.�..-..-,�,� of." .., * - __ ... .. . . , . . . . . t . . . - I �. a.." I :�.. . , . ... i_ .�,!::" .. I�-'. i" I .." ��. �, . . .., ..., -.� ... :,w.' -', � - � - :�.. . .. a .1 . �� � ,!: � _� . . , , -, , `- .,.*..: :� *1 ........;_1 - shall include all sidewalk footprints and shall extend 5' beyond the curb lines of all .. __ - - , � . - . ..�;, 7%;'..; - - , ,' �,.:*.----.,�,�,�*,*,.'..�...-.";..., . � : . . . . . .. 1 . I- ... - ., - - . _�.��_.:t. 1 1�i�:I*.*�e�';�,,'�-J!-* t"...'�t ., ,: .. . // - . � . � . � . . . . � . _ . �. � . L.,� ;%. �. _ - / a . ; . .'.,.,.�l.i.-.'.,"'.-..*".,-,..,.."....". � .'� : : * ..'...... ��...-�;li ... .... ,:.,:::. � ... . I I � streets, alleys and parking areas. I .:: ...: d . . !_ . . . .:.. .. � . .. . ; * - ,- **i ., ; !, !.�'. - ., - �..' - �':�l l: i.','. L.i - , 't. "� '. - '. -..!., '. *�,�' _.-�" -..,-.* I` . , :- , - : o ".... . I.. . - . ,��.':.,:: * .. :!:. I ( GRADES BY :��.... , - . ::.;:_.. �: 1 , - . . 11 , i'.. ��L�.: . . . 9 . . .,. . . --';`-- 0,�l-;.!,` ,* , - ..-��*.ti - �� : � - i�...'i'� , -. ,- " ., - - a - ��..;� l �',.li - ..*i - '..-'. - .�,. - .' - . - , '�.";";, � ------ _._... ---.*i'*-'�*:..-,*'�'�.-'.'-�'."...r..i,�;�..'*;,-�*..",-.. ..,. . .."..'i: _;-'*.`;----.,-..---,'-.� - I .: :.,,. � �:.. �, ...- .. " '..., . I r -I- ;, !!�..%.L'.�,�%�.;L..";;:,!�:;. ..:! .... ��.,-.".��. . ..:. *..*. . ,: I I I : ;... ; I/ . �-t _:.;: -,.::�'. -.-.��Ljf.:�. .. . ..... . -�.'- , '. :,T*.!.�:'1:-.`x.i.'�:l:_. . :4. ; ;.: .. �,�.--..- * ;� ... ,.... ... :�! *.:*.'.-. %-,! . ! 6. It is the responsibility of the contractor to comply with all State and Federal .. - . . ..!... ___ _. .'.� " , `.':'.,--;,. ...'.'I .11, ��. -;`. -.- -, . - . _; . . . ; � .. .. . .:',:_ ..*. 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I 1, t�� :.;J..!:.�' 1, 0t---,.1---`-`_.--.�1 , - , *�� -Z . -.-� -..--, - !� - Z� ... -..'�..-.�...-.....-.--.-..,�!!;;��!.�,?;..!".*'.':-,.*� :�� �..'.�;i , �� .. .... . 6. � . . .., .. : .;. . � �. . . . . - - -;�--� -, .-.; -.-----,:�-.�-.-�_ .*; -!,-,,-.,..`---..-,.-.-*...� `iA: "!�. . . . . . . . :.. .. . ; ,� _ .- .;. ........ .-!- .. , ; .", '. .:.!,: .I : / . ` * **- , - . . , ", '.. .. . I :.. � . . �- � ..:.. � , '' , . I ... , .. ,� .- �. . � ...- ��,�: * - �:-,�;..`� ,.".,.::�::,.� -� ; ,.::,i*!�: . , , - * - .. .. I . . _.,!.j - - - - I . I!: "' - i'.."' . -'�--..`--_- :--,*!i*.�---�-:a :., �: .1. * 1 -�!:.�:_:��. i-�!;. �, �.-, I I 1. 8. The Contractor must provide construction staking from the information provide . _w * " �.i-y . I - . . - ... * --- ��.; .- - ..' �-�; - ..,-. ��, -�.Q:,.`-.-i`.i * - . . 1. I I . . , 1. : 1. � - I . : � .. . .. ..- -. ::. "'. - I&-.�.R�'.- � -. , , .*_�, 'I ; .: � . � ..; .. __ : . . , - : ... . 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I ... - .: Z. .. .�.. ..., . .; - _� . *: . . . - .- ,':�..�--'.*.;�-.!,-..,..:--�-.'.-. '....'..." . .1 �_,;�,' -`I .. ... __.,.._ :� I - - .- .. - I I' ,,:'.. � �.- :, - . , - ., I -:..-, I , - 1. - `.� . . � 11 I \ 1 : , !�:;;; ," ..�J.. . ) _ ,. _', :* cot . . � , -�;: 1" 1 ._1J--'2§4'4-'w- .... � .." , ,��_, , -, -� �:`N _*�� " on these plans. , � : : � '. . .. . � , I . .1 .. - - � ,. .. . ..: ! .. GRADE TOI 10 I .:.tA....'; .*-�..�:�-., :. %�.* ;!-�-* . .. - � . .. i �. �-�, ...... �"_ , .. . . _�..*..-�. , . . �, , . . . 9. Trees to be protected are shown on these plans and will be fenced prior to . . I ; ::,A.;_.`;;m- ,m ..' `., -'� . I' ` . I - .,. , � . . . . . � �___ I .,- - - 6! .. 4 - - , * � I .. I I I _'. .. . - - .1 � ,,,, -�.�:;,-.*.-�; . . ; .. :� . .. ..- -, - - .---, � -- " . . .� 2 '. . ��' * I ....*,:;;!.k!- .".I...,.Z........ �J1-,.-1._._,.-.,-,. .. .- * - - .. . . n;,:-...'� . - .. . . , ... �� . -_--.';.',!;,,;,..` ...."....� -,�� I : . .. � :... ' ; . . �.. I , .,:, � , .. * , -,.�. - I .,:'..�i -.-!,k;4-**.-;-,-.`.,; '. ,, - :,:,�. "..". � ---.�,, - ---�..- the start of construction. C11 , :, " - A?. , !: ..... i i ** . . . . . . . �m�: [�/- i-I - _. � .".- , , . . . .: .�. ..., -, . �1 .. . .:;,.-.-��:., T �.� : �4 .� 0, .. . 1 ;�: :- -..:5:; ... .... , �- I .. ,��,.-.�;-,'!.-.';�,;-..'..'..�:'.�.,.��.',�. .: "ir `1;- �`..`J` . - -� � �-- - .. ..; . .If . .. .i -� . . .... - - , �., '. ]'. 1`�:*.',. -. �:;: -` DRAIN - . : - - .", . .1 .. , . .: I . . .. ..... - - - - -:��:,,.--, ::]. ... .�. ;t , - " �_ . t_ , - . I � � . . : .:.-.-; .......:. �:�* '.'..�....- .�!....,� 1 - - , _:'. .a. �.. . ,,-'... f.. .�� - .. :_ I.; __,�.. . " - - ........ ��-,;Q�,`�� '' . . , ! .,-, __.---1 ���!. - :, . T ,. : - � ....... 'i : . . I I., . ... - �rii;.`. . . ,*,I�.,:. -�-�`�:�:�` . I I 10. 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I .� .. , 'T"., . ,_ _;i - - -, * - -t i* ` -`-i;� - I .:.,; ... " , ,.. la .. : I � � . .. � .. �: _ V . �._%.� .. .; .; ': , ., . - %.. ; ,�., . . I . . .. ", : : , �' . :. ': 1.1: '�_ - - - %�, � I . .-.�.:, � �. - _ . . , , .. .... . I ..... .. .. . . . : . ,� ,( �� - ... I .. [: , , : . : .. .. ... - �" - , , '�*., - ` "' � `;- ". c .. . .. 1, - , � : .:: ... ,:;...�. I . I I ! . . . .: �-�". : X�-: �:.--.�� . �` , . I ": , " �' - :� ; ....., � .... - .. - - _. -,� - .-� - ,", .-� - �.! t �i -�' .. t'." *-, . . . ,.. ........ ,::. :. �, - . . '' .K. t- .; .. - ��t*-_ . _._ :: �.�'i�. - .- . . ;: - . . ..'... , -:� " ., '. . �� �. .. .. - . . , _ ... ... �... . ..". . .. ,.�...... � . . . � �: , .-. .'' . -'..;.. - � 17. All waterline fittings shall be Mechanical Joint (M.J.) - * , -, . _ .. , . � , . * � . - , I` !.: -- " *,��,.�"*."�,.::�..'�,�,.,**-�-*, "' ;,, *.' . .. : . . - �* *6 - .. JL._- -.�. J - - 1. - _ ..; I . - . .*. :_ ... , I . , , , �' - - . .'. ..:.. .1.. ..-,�*..,'�.��� ... - - ., . , - , ,� . 1 � - � -:�:.,.. �... ._.._, ; , . � ... , � ..... .-, ", .. . .. _. -:. - � : , � . . � ,� I ;.- . .::..... _. � I . : :�-. -- _�. . , ` , .- �. .. I . . . . .. ... !-,.:�_._;#.,% �'. - . , --.-- !....-.:-.. � , -�"�, ! � I I I V : . , . . , - - - -� ... , .. . . .. . � . .. �-- - - : �- . : . ..... I.. - . ,::: 1, , --_-�-.. :::;. - - . , . _. � i. - - - '. .., ..o .- � -�; 1 " , '' .- .. . .. . - rl� .J?, - - .- - P,. I . :.* _... .-.' _. * ......"N. _'_'� . . . . I . ... . �% �, .. . - �*�.':�.* ...... .�..i.Z _ ` -l* . . . .... .., � '.. . , : . . Y'_�.. I ,.:. .!] .., _- 'Y" , , . . . , , 1. 18. All point and glass beads used shall conform to TxDOT Standard Specification . : - . . � . I .; . W, _ :%. : 1: I ... ..._ `�� ... 'T t ` - ". %!` - .. -�" __ .1 .. ......". �--. ,�,�� -..',`;�`..�,` -_.'. . . , - I � . . . I I . - ..., .... .... _ _ . :.. .. .: . I . . 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Handicap Ramps shall comply with all requirements of the Current Texas I 11 � - , , - . .:. :,:. ,*:: � I ,� � -�:�,,. . : . .: i. - :,::� ��� ., -, . - - .; ,.- I 1 1 �: _ , :: !: . ..:; : \ _- ... - - . � ,.;., .. . - . .. ., e .� . ! Accessibility Standards. * N .. . .. . - : , .� 1, *: � .. :, . �:--,.-��t. : . �.:[_: !;" - - .. .��..'-;,�.�i�.'.'.*.��:::���.�:... ....... _ - . 1. . .. '. .,.-: .:. �, . . , i `!i �:---' " . ..� �-' - . . . - I � --"*.:.� 1, *:- � . :l. �'.. �.�..* . . : ( :-, 't . I . . I . . ; - . . 1 � . . . - . . I - , - -:;,� .. : ;t', _'. -,.: _. �., !: �.,.-:,��;.- ... - � ( - . : � , . I � . ....._.- ", .�� � I , , i I - : � . ! - . il��'�.; , .� 1 - . -.*. . . - - � � ,,��?�:--,'-- .�:.... ._; � .-* * . . ... 2 * * *.:,: * __ :) ,.:, �.'.. : 2 .: : - - `:` ----.-- - --'--.--.�-,.'-`-- �!�..*��'-',��-,,..., ��`i:*.,.`- . I - 0. Contractor shall install 2 -4" Grey Schedule 40 PVC conduits for underground . _: , -, - . , , '! -.� 7:", .... - . 1A,":�:..� ...... I , `* I , * , I . , . . . . ... . " : - 1 " ,-� : 7..; , : �:.7 ... ; -- , * '.-* 1 . - - ';4��;.� -. -:�t , I... Il electrical as shown, 48 " below finished grade and install pull string in conduit. . , , �;... ..;;-: - - - � IN .��:;�r., I I , � .1 .. -1 - t I.., �; , "'; ."'.., -.",',-.'--,�.,.,.*...".*,�'**",: , , , . . . . ". - :. - : : ) ��. �t_ -,--.-�*-.��'..,.�..'.�"'*...'....;;�. _;;d..t.:-;..:..,.;. i ", .. , -, ` , - - , '... - �� .. '_..;:-... _:.':'...:- .. _ _- . 21. Structural fill (under pvmt, building pad, sidewalks) shall be compacted to 95% DRAIN :-, - - %:I ... '. z. - ,. .� - �..`;.;-T -.--'*.'---`...-',`.�-- .,: " .":�t ..-.-.- , , I/ 11 I : / 7 - - - - - -:��-,,�`�:.�.`--. ". , I . .:�,; - ,. .-':�-��,,��`�?-- � , . . . . �` " - , - -, \. - -_-`.�'��i-.:-:� . . I . -:V ." 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": ,... ,. �� _ . - . , .�;�-- .. � _ ` , :.:; ...' r t�.,..4 * -'-.'.----'_-'.�.',- .,-"�,' .� - .. _. .. - - I , : � _ . ___ -, III ; �, .. �._ � . - .. " :. !.�-;,-. .,. , �D,l ;,"'...."; e'.. *."'.��-.�,..`.:�-`;�::I-.; - - ....I.- - -�-:: . � * ,: n, . -* ..-I. ..'_", ,- ...". .. _. � .,! . M- ...i , _'. .., C. .., .- ..; I.' -::;*,*.` �Y:: i� ,� �,`.- �,'��, �-'_�f..�� .?�: �.�. �� `- . ., �,;�;��!-'.`�'� ,._. . .,. - -* .� .. , t � 'P D":�7" - .. -- �.� -- ..'..'� , '.. - � : �.:��* , .. , . ,- f."..�-� ; : , .. - ".�', - - ...' - - .......- I 1 22. The contractor is responsible for the proper disposal of all items demolished .."., ;. �. �' . *r"�: _- I : . -!� � , * :,-.--:,..'.�, - ''.f�;�� - -. 2 . - .-.- - ". - .- O.....'..., ` : - .. I * .. I ;,:. .: I . : - .1.611k.- ... � � .... .. '... 11 ., �.' -�;v-*:--:...:�.... %.-,. ; I, A . �. . _:.`� -'..... .... �'. .... �! , '. -:-..:-.-.:;�".;,..-�,el-',--.*.� , .., ; 5-t . . - _ ..,.;:.-, S I . . . 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" : �'- ..: .�; .., - - _-� i- -`.'.'� -'�� ..'..- .z. .. .... - �. . .. . . ProvYe 30 ; , , .'..; .". . . I_. , . _. . . .:,. b ..,. _ .. . - 1 .. , . . .,.,. _. .'� - - , :::.-. ��_' -::;.i �i�.�':i_ .. � .. :.i.. - .. , I � . ... ,. .� I I .., . .1 -�:, * .. - ..., -- �i __�---. - - - .�l. , .` ! � , :�f� n,�.,%,:::�;:�.t! .-.�`,-'. .... .. ..-1 ....� �..."....� � , I . . :.::_..: ,.: . � ... . . , 'r . - -I;-.- � - , _...i;?_�.,�.;. - 11 ..� * - .. ".: , - �, . . -�., - - - - :;�:.� I - , .] - - .0 � . ..... . I-. finished surface. . , , " , ` % .-.11'. - � . r w : ;.,. I ::`�`!_!.�� - - ..- : 1, , .'.7 Y�'.'- ',�: .'-! ..*.; �!�.`-..', - �,- , E�! -_�, 1 '.*i �.,- .; . � " ". ... .��:.-,,.. _... � , .... : 1. : ; ; w . . �:�_ b-6�-.::,..z ... % ;.-.:�.. � ..... .... i...�..."......... . '', ` : - � .. � , - - . .. . l. ,, . , :�*-..��,..::::r"l�-7.',� , :�:. , . -- - ;---- - I I ; . � ... % .... 1 _. _ '. - - , .���* .: �.�,. _. . . . �.:. 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I . ,____�_ , ., :�`::� .. .. " , . - - , - -. .-----� - I i__ ! - ... t - - �� .- -**:. ** _ � . t . .... i , . - . �-' � ` .'. -,:�-,_ --.-_� 11 '" a�r,J z/,\ , .. : .. .�....�.�.-.���,'�.!���..'.*-..'�, _�..-,.'!��,��::�. . & --'.,. � . , _� ,", �//\,\///"�///"� . ; , . * _._ .. , - -��.! , "..,::�-..'.-,*.,."�,.i�.:.,�: . . . .1 Existing -777� : .�.��.z I __ 7 -i :P�!:�;.� -l i"-:: ,-- ;�.,�` _�;; .;�', j� . � I I 0 1 I -y! 7 ...... - ,:�' 4., 1 . .... ; 7. ,;!.;...,� .... � ... . . ; -:`� - - . .. � .... - - �-.! .....'.. ': � �-.--� -*�, I - _..,! ,. I I .. _......'.. .. - ,_ - .....- " . . Ground _ ' . �.... . r.- .. . . .. .... _ , __... .... . �� _ � .- ..:. ... � . . . �,.;. ,:.".. r *.%, . I . . MM_` z;j. .1 ,.. - .. . . f : . , � -:__ . . - 0 � 0m, ;�.Irl " -, , - , :;:. R , ...:.. .. - �.. ... - j:�.,, *. , : bi�r`-�:: ... .. �:.,; . :_�,� .. � .. . . I . . - . �'... . ... . . � .. \ .. ,I I I : _-1 .. - !, , I I . �/..` - I - � I , I : I I : . W �..,._. - ,. .t __ ` , �. I " :. ': t �,1.91�4.� �, WL 1 1 4 ................. Fabric for Full Width - 11 R 9 --' � -' ' � ; , . 1: ' I . ., ....................................... - -_ L I , I :A` - '�i I P � � (_ '* . ,I' T/W=296.98.' " * .............. I ... ........................ ��o .... ) . , . . . / . 86 .............. ,, I I : V --��;"--.,�: � i ��A " , � . ' v..' ....... - 1 . . .." : . ;. ,!;', `/, � I'.. " r, I � .. . .J Z, I . .... and Length of Exit -0 . I ... , � i Ua � _.. ,�_ -,-- '; - .. _�� . T/W!:!�298. ........................... , Graded to Prevent Run � . . ..'..��'.�:*. - - .. ..;!; .-.,�;:. ... . . , :' ; z.;:. �7-' -_,_-.....�. i . ,�: . � .... ..... . . .. . , ,b . , �. , . :.* � 1 1 - "I T/W= 29, . - I ' ' . , I I I PROFIL I ;��-,, -".;�;:. . " -.*! t. 1 . .,: ..., , � . _UT .-.. 1 .:-. . :� , ..1,:_�*l,% �. - �.,.;, , ,'�. .�,... 1, � - . - T/W=298.37 �,, I 1 , T/W=299.48 . , , . . �' . .. 1 � - -:.. . �� - I- � I from Leaving Site. * .., � - - el 1 . ; ...- -:,. -, ....'�,,- �.:...'.. - - t �:.i i ! -rJ.-.*;r _. . _�. I j . . ; .4. , " - I !* -, . I- - -, lVL - " 1. I I �. .0 .; . ''. ,,, !�;. .... ._....;i:. , - 1, ... .1 r - 4 _:%, .. Z,:; � ; �,��`.::..-., * -`� � . . . ----__ , , 1 ; !_�!--, , ____I, I � �.' . � , * . .. .. ...!" - �; - _... , I I . � ____ . P. ... , . . , . . . _ .;� - -.-.--,. - / _____� I , , '. , , ;_` F " I .."! .-V �! �:. - .',�;,�,',*�:!".*.",.�:...:!*., T/W=298.14 ' I (._�, STORM WATER J, ). .1l. 4- 1 .., 1 1 , .1 �!;!�/ I.- .�,,�;'�,',*.�:,!,.*-.",�.�...:!..- " , ------ U7 , t , , I., I - 11 , - I 4. r ______ rovi e ppropria e ransition I Torn ,. � r �!-_ I , :e.i�l , I :--�� . � --. - ,.. ". %. I -----.------ 1 : !.,.-� ,1.�i� , .. - I I T . . : , - . I , � . -------, - ------- I - Between stabilized Construction : , . .. � * &�. IVL ,` -* t - , .. '-- -, � ` ` , -� ', / ... , ---, - _, I 1� ... % . - . , � - Z .I , ;:.� - - . �*_,�__ - .1 , . POLLUTION PREVENTION PLAN ..L� " .* , ., - I.-- : _- .: � . , �� '' . �;. � -----_ I ",:,: U,_ '. :,* Entrance and Public Right-of-Way � -, .I �` " .. ".! f.;2�� * , . - t .: �,.-`!F , "'...., .- - I " - l/ .- I .:!-,. -I WL__ : - . ��, i;*.� !'; UZ t 1 - : , i�..-- , �.-',,- - .'.--!..-t"� - ';: - '-i:"".*�',�t:".�-":. , ,� I -:1.4 z'l I � ::� . , N 0 . [ �! z i lt� � I.! I I A ___ ........ :.- , ... '' .. '. I . I .. ; �Y;V;;* - .. __k, , - _�J . / __ _ _____ ?�-& I ., I -.1 .�.'�'-,. �l-,� " , '' *�� . 1 � , I Fl - GoneraiNates-GenConst-PPP-13CS.dwg , , _ I - / ��_ ------__.:: -1, - - ___________.L_ - - - I , I LENAME. - ,1. r. _ 0� '�' 14.1:?..i`�,; WL . - - % , � 0 50' Min. PLOTTED: 17 Sep 2003 - 2:17 pm . - -1 . :.; ro t � %. ______ _.. - - - - - - - - - I I I --- I , I UE ' I \ ____ - " _(�_ - - - Symbol , "!!�:��������������!:�::::::::::::::::::t-. �, -, - ---.. COUEGE Il - =) , 11 % I F I � _____: ___ - I I 2 ENGINE - 1. All contractor vehicles, including employee's vehicles, shall park I ur- , � I ____ , . : ft.-� within the project site to minimize traffic on the public streets ", .1 e . I'- 1. �,_" � __ I � . - - '70 1 1 `-_ ---===: . .... 12 - Public Right adjacent to the work site entrance. Contractor will provide -:: - " (a - '___ ..", I -_ - . A sufficient parking areas to accommodate his vehicles. Any areas -ru - __ ����� �[= I Existing . - : of Way -_ __/ - - ,-.. Ground --- Or As-Shown ; disturbed or destroyed by vehicular parking will be repaired to . -_ ------ , �_ _�� FO UE - - __ - : - . original condition prior to completion of project. - - I-, ,_ -----_, __ On Plans r - - - __ __ I -_ 2. Contractors shall ensure that no dirt from the project rl- �, - -_ �_ - .-- �__ �� 11� � b N I V E EAST (FM 6-O-)- ___� ____ - Full Depth Saw Cut Min. 4000 psi - � I A I " accumulates in the existing streets. If dirt or debris from the 4--__ . .11 � VARIABLE WIDTH R.O.W. ,-- (Each Side) CONCRETE Course Aggregatei PLAN IR project site accumulates on adjacent streets, the contractor shall -- - - - - < (REINFORCED) Leave immediately clean those areas. / _� � _� � . � � _� I Partial Depth Saw Cut Existing Rebar I . (Each #4 Bars @ 7 (Each Side) SZAB/ LL7 3. Contractor shall place erosion control protection at appropriate S 15" O.C.E . W. ED CONSTRUCTION EXIT I downstream locations to minimize silt and debris from leaving the NTS construction site and entering the drainage system. When joining two or more "Silt Stop Fences tie the - \a ,? .. i ) � 1'...1-'.........'... r FILENME: construction-exit.dwg 4 I I ) � %: ... . ... PLOTTED: 14 May 2003 - 2:49 pm 14 - . ... . .-If. .... . two end posts together with nylon cord. 0 : I Slope - - 1"_ : . � - --!D - ... Z`.�.'.-��;;: ;;p- ` ..I : - CONSTRUCTION NOTES 4. If required on the plans, the contractor shall maintain a (both faces) :1 - .. . _.....w.., -.1r... _ '... i %N ;-.� I.:- - " _ ,�i,._ 1 - , ..: L . , . - ...',;%. _ _,;... I �,. _.... _.:t;*1f1`1t.1; ...... -.�,� ��j!; ..,.,. I. .. . .. . 1. � .. I .�� . .: � � vehicle wash down area of sufficient size and in a location to Wooden or Metal Post, ... ��� . .- ..'�.., . 1; 1. Length shall be as shown on the construction drawings, but not 4 - facilitate cleaning his vehicles prior to leaving the work site. - . .11, -H ) Min. 3' Length (1 1/2' 1 exposed) - Silt Fence, "Silt Stop" . C less than 50 feet. %4 � , ... / or approved equal ,�E OF DAM IS 8" a J . max 10' spacing -- I�Cl N. BE � 5. Once vegetation is well established contractor is responsible I 11 't ! --, �, " IN.) BELOW EDGES "I . 11 I � Min. 24" Overall OF DAM. Existing Existing 2. Thickness shall be not less than 8 inches. _� for removing all temporary erosion control measures (i.e. silt + T Ground Line � k ; \I t Concrete fences, rock check dams, etc.) __ . , 6" x 6" Trench . Concrete Pavement 3. Width shall be not less than full width of all points of ingress and ?2 f ) I _.* Bury toe of Silt Fence i ... Pavement egress. . � 6. Structural controls shall be installed as soon after clearing as I .. . 6" below proposed grade- Y I -.1 .. . -..`�k i ". I i,.,---"'.-i_4____T Compact trench ement - *"&" �,�� Z , .� . & practical and maintained in good working order until the site is , , lill , . 41 . �1�1., -�:, ;N> _� �,_ " �!.... tabilized Sand .> .,. I backfill to prevent 4. Stabilization for other areas shall have the same aggregate thickness , �Z - � - �i : ��," ,;" - stabilized. .j 1 . 11 2" Min, 4" Max. Diam. Rock Rubble Trench Width ,� ,, ", " .. ��,,. , ., -'- Ground Line Existing Soil . �4 " ."", washout" --- and width requirements as the stabilized construction exit, unless '. N"5 -�. I .`� I I , .". ,;; 1�� '' � .. ..I 1. t��'., , �; , " . z,"�,,,, ". I - - "', otherwise shown on the construction drawings. , �,',� I I .:., < ."V;.. I I I . ') 1 7. Alternate structural controls may be utilized if approved by ,K��,, . `�`��. , . . \ - - * #4 - .4 �'��: I , , �: .1 I ,,�,'�.�_� 6':: - Engineer. 'xo�-�-,,,�' . � Channel- ' , ., - .. - _ 4 . . '��,�N� "'. Existing Ground . I NOTE: IF ROCK SUPPLIED � 5. Stabilized area may be widened or lengthened to accommodate a I .*..:, CONCRETE PA VEMEN T I �'K -.� - , ALLOWS FINE SEDIMENT TO truck washing area. An outlet sediment trap must be provided for the . , . w .., ,.. 8. The contractor shall comply with the TCEQ STORM WATER MIGRATE DOWNSTREAM, SILT I% and is responsible for completing and filing . 0 ROCK CH-ECK DAM FENCE MUST BE ADDED 17 REPAIR SECTION truck washing area. . 41 I the appropriate forms. - SIL T FENCE DETAILS Symbol NTS UPSTREAM OF THE ROCK DAM. 6. Contractor to location of stabilized construction exit for .11 � NTS FILEWME. rockdaM2.dwg FILENAME: OPENCUr-concrete.dwg approval. � `11111111 PLOTTED: 14 May 2003 - 3.03 pm PLOTTED: 15 Dec 2003 - 12:46 pm � . I \ . \ . \ � � � - __ - - - - - I - __ ___ __ - - ., _,,_�_� ______�/ �, / / / 294 - S �� 't k, 't :",i�7��, - .. .. - . me' * it *: = .: , - I 0 -'- * 'A*� - - A- �_, -..- - 3 ...4 ,f_ 6 V .,P :CC* �,o ., : C) : � . * * - /..� . *M: 0)1. ... . . 0 * , cd-. 00 . , �, ** , . U . - . - (O - . . � . 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N 0 '�` 0 0 6) -6 W - I , , - ft� < 0 � - 0: � I -1-1 CY) � 0 > [�> [;>: (,q �] , I � I - 11 I . � � , , 1� Civil Engineering Hydraulics; Hydrology; Utility Planning & Design Site Planning & Design Street Design Subdivision Planning & Design U) -I- 0 CD -4--J (N lqd- e 0 (D a :3 L0 L_ (3) ( Z ) r ") I - ";J- I i U) - _j C- :3 OC) 0 0 U) (0 r__ C14 - C) - I 4_J 1 L_ _0 (f) X 0) a C 0 I- fl- %,__� L. - 0 (n (1) c 3� Q *C ji:-, 11 . a) r') 0 C 4-j 1�) C;d . 6) U) (0 1_'N V) C = (D = L U) ( D I L_ CY) (:D W Q a) (0 -C 0) > -_ Cq Q.E- *E 0 -1-0 -f- D 0 'R :2 -1 r- (n , 0) %_.� L_ T_ O In k_J :Z Ito Cr :� , L.4i CL.. t.., (Z F - --%. '-* 5 .,-K Z - N . .1 N I * 6 2 PX 4 b-1 ft 41111 -6 E - ) , Q, : I Pt -Z is I- Q (n ( "4ift ...D a Z 1�z 4 . - a- Z (:) a .(a . Q PZ (n Q i� :�) ) ,... zj - q; C Q --J me Q 1(: ....J . , QL.. ;6 1 � ----. ill 0 to & 111111 , . Of 9 Sheets - Z - M Q lf� PROPOSED SIDEWALK T /C- 294.23 T /P= 294.23 no curb) T/C 294 0 - ($" curb)'. _:..:.... .:..:.: 5' T /C= 293.38 (6' curb) f NF ^ GRADE ....... TO DRAIN USE 4 C.Y. ROCK / 2 RIP -RAP 15" F/L / / _9_ 1 X9_0 2 5 = 288.73 .000 1 a r rL9% wo-• 290 , �' ✓ / / / �92 Provide 15" ape II 290.25 /GRADES BY 293.69 293.78 nd Section 2OTHERS ,;;,'..;_- :;.;_. ► �., 1'I 292 (HOME DEPOT FILL PERMIT) H T a 1 r 1 , i - I . . / 293.61 1 I P- 292.88 � 30" RCP � � GRADES BY @ 1.10% e �; OTHERS I A' l Q 1 7 'TRANSITION \ ` ���% (116ME DEPOT 15 RCP t t TOP INLET= 291.00 FILL PERMIT) 293.50 t t �, FROM 8 TO „ /„ °� THROAT INLET= 290.41 / @ 1.73% 6" CURB ry� 21 "RCP F/L IN= 286.50 ; ° ' j 293 89 ill ::.:::.... � :_:.:: • ::............: . ... ....... :.:.:::. :: :::= ::::.: FROM NO PROPOSED "'::;::: ' ' CURB TO 8" DRIVEWAY "' CURB TRANSITIONAL DRIVEWAY CURB DETAIL Scale: 1 inch = 20 feet ✓ � RCP F/L OUT 28 5.75 TRANSITIONAL 293. 43 /.::::,- �,•t,. --= : > .:.::.:::.:..:;.:_, - : ,.- .:y::. TRANSITIONAL 30 ! / 111 11 a �; CURB - :.;,...,_.... > ..::....::..:.:�::,:_.. •�•: CURB � 29...:0 2.5 CURB INLET �r /' 291.00 291.4$ 29 46 8 291.59-----= i--- - - - - -- 292.89 {s° 1 293.79 - -` - - - - - - - - - - - - WIT -5 WING EXTENSION 291.51 '� 292.8 �...... ` 293.71 } r ` CONTRACTOR TO REPAIR RANSITION TO A MATCH , EXISTING • ?9. TRANSITIONAL 2 New Curb on Edge of 7 INCH CURB. 0 EXISTING °� TRANSITIONAL f CONCRETE PAVEMENT AFTER, CONCRETE DRIVEWAY CURB 1- Existing Alley. AT CURB INLET GRADES CURB PLACEMENT OF 15" RCP ETAIL �o A SEE D r L L - EY - - - - - _ - _ - - - ( # ! (SEE DE TAIL ON T HIS SHEET ,��� y- I X329 1 8" Curb' 294.90 TRANSITION FROM f " �• "" 1� f �.- 294.23 T /p= 99ri.59 GRADE TO . DRAIN / ! r i� C GRADES BY 2 $6 OTHERS / GRADE TO1� DRAIN I 'i �� ^ r �} r ri r' I r i i^ I I; I' I Ir i USE 6 C.Y. ROCK RIP -RAP GRADE TO �' c DRAIN ' GRADES BY N OTHERS r L $$ , ° f 30" F/L y = 285.11 Provide 30" RCP i Sloped �• end Section ; . ; 287.84 1�1 e MATCHLINE MATCHLINE ® �ry M1( i %V 29 o STORM WATER POLLUTION PREVENTION PLAN GENERAL NOTES FILENAME GeneralNotes- GenConst- PPP- SCS.dwg GENERAL PLOTTED: 17 Sep 2003 - 2:17 pm 1. All contractor vehicles, including employee's vehicles, shall park within the project site to minimize traffic on the public streets adjacent to the work site entrance. Contractor will provide sufficient parking areas to accommodate his vehicles. Any areas disturbed or destroyed by vehicular parking will be repaired to original condition prior to completion of project. 2. Contractors shall ensure that no dirt from the project accumulates in the existing streets. If dirt or debris from the project site accumulates on adjacent streets, the contractor shall immediately clean those areas. 3. Contractor sholl place erosion control protection at appropriate downstream locations to minimize silt and debris from leaving the construction site and entering the drainage system. 4. If required on the plans, the contractor shall maintain a vehicle wash down area of sufficient size and in a location to facilitate cleaning his vehicles prior to leaving the work site. 5. Once vegetation is well established contractor is responsible for removing all temporary erosion control measures (i.e. silt fences, rock check dams, etc.) 6. Structural controls shall be installed as soon after clearing as practical and maintained in good working order until the site is stabilized. 7. Alternate structural controls may be utilized if approved by Engineer. 8. The contractor shall comply with the TCEQ STORM WATER DISCHARGE PROGRAM and is responsible for completing and filing the appropriate forms. When joining two or more "Silt Stop Fences tie the two end posts together with nylon cord. Wooden or Metal Post, Min. 3' Length (1 1/2' exposed) r max 10' spacing r �- + Ground Line Bury toe of Silt Fence i 6" below proposed grade 6 1 - Ground Line : <�; "� • ..::, s.� •�;;•z Existing Soil :,�, • . ' N , Existing Ground -' SIL T FENCE DETAILS NTS CROSS SECTION A -A ` 1 Extend and Connect proposed ----- - ---- - - - - -- U NN ERSfTy , RIVE EAST (FM 60 -) ` - " '' ---Y I Full Depth Saw Cu VARIABLE WIDTH R.O.W. r (Each Side Partial Depth Saw Cut (Each Side),7 i Min. 4000 psi CONCRETE (REINFORCED) #4 Bars @ 15" O.C.E.W. Leave s Existing Rebar 7" / (Each Side) 2:1 Slope n / (both faces) Silt Fence, "Silt Stop" or approved equal Min. 24" Overall 6" x 6" Trench Compact trench backfill to prevent "washout" 2" Min, 4" Max. Diam. Rock Rubble � Channel NOTE: IF ROCK SUPPLIED ALLOWS FINE SEDIMENT TO �R ROCK CHECK DAA� DOWNSTREAM, FENCE MUST BET SILT ADDED Symbol NTS UPSTREAM OF THE ROCK DAM. FILENAME: rockdam2.dwg PLOTTED: 14 May 2003 - 3:03 pm / / t 29,4 BUILDING I FF= 295.75 -`� T /P= 295.73 T /C= 295.53 - Sidewalk @ 27. (max.) V aries, 1% M in 6% Max. CE OF DAM IS 8" 12 12 � IN.) BELOW EDGES OF DAM. Existing Existing Concrete Concrete Pavement Pavement Cem en t I Stabilized Sand CONCRETE PA YEMEN T T REPAIR SECTION r FILENAME OPENCUr- concrete.dwg PLOTTED: 15 Dec 2003 - 12:46 pm MR 000.00 - - -- 000.00 - - -- ---- 000.00--- - gas ELEC ss WL ss WL gas Mc 000.00 Proposed T/P Elevation T/P = Top of Pavement Property Line Silt Fence Existing Grade Grades by Others Proposed Grade Proposed Grade Existing Gas Lines Existing Electrical Lines Existing Sanitary Sewer Lines Existing Water Lines Proposed Sanitary Sewer Lines Proposed Water Lines Proposed Gas Lines Proposed Electrical Lines xx.xxx Proposed T/C Elevation T/C = Top of Curb GENERAL CONSTRUCTION NOTES: 1. It shall be the responsibility of the Contractor to verify the exact location of ALL existing underground utilities. Furthermore, the Contractor shall contact all utility company representatives a minimum of 48 hours in advance of any excavation. A. Contact Dig Tess @ 1 -800- 344 -8377 B. Contact Kimberly Winn @ Oncor 774 -2506 C. Contact Mike Lavender @ Cox Cable 846 -2229 D. Contact Tony Michalsky @ College Station Electric 764 -3438 E. City Of College Station Utility Dispatch 764 -3638 F. Contact Verizon @ 1/800-344-8377 2._ All construction shall be in accordance with -the - current City of College Station - Standard Specifications for Street Construction and City of College Station Water and Sewer Specifications. All inspection shall be performed by the staff of the City Engineer of College Station. All construction shall be coordinated with the City of College Station City Engineer. 3. In lieu of using the construction materials indicated in these plans, the Contractor shall obtain written approval from the City Engineer for any substitution. Requests for changes should include product information and an engineers seal where applicable. The contractor shall be financially responsible for the engineer's time spent reviewing changes and redesigning based on contractors requests. 4. Trench Safety Requirements shall be in accordance with O.S.H.A. Standard 29 CFR Part 1926 Subpart P. For general requirements, see specifications. 5. TRENCHING AND BACKFILLING: All trenching and backfilling shall conform to the specifications set out herein. Testing shall be provided by a certified laboratory, at the Owner's expense, to verify these standards. Any retesting due to substandard work shall be at the expense of the Contractor. Structural areas shall include all sidewalk footprints and shall extend 5' beyond the curb lines of all streets, alleys and parking areas. 6. It is the responsibility of the contractor to comply with all State and Federal Regulations regarding construction activities near energized overhead power lines. Additionally, the contractor shall coordinate all proposed work and procedures with the City of College Station Electrical Division and where applicable, Bryan Rural Electrical Department. 7. All materials & labor not identified as a Separate Bid Item shall be considered subsidiary to the item in which it is used. 8. The Contractor must provide construction staking from the information provide on these plans. 9. Trees to be protected are shown on these plans and will be fenced prior to the start of construction. 10. All soil exposed by construction shall receive Solid St. Augustine Sod unless otherwise noted on the landscape plan. 11. Trenches may not be left open overnight. 12. Coordinates shown are based on an assumed bearing system provided by Kling Engineering and Surveying, Inc. 13. Adjustment of Water Meters, Valves, Manholes, Irrigation Systems, and any other Public or Private Utility, etc. are not separate pay items. The Price of the adjustment shall be subsidiary to the construction of Sidewalk, Curb, Driveway, etc. 15. The contractor shall coordinate with Oncor, Cox Communications, and - Verizon to adjust the location of Existing facilities. 16. Where excavations is to occur under the drip line of any tree, the contractor shall sawcut to 9" depth at the edge of excavation to minimize damage by the ripping of roots by excavation equipment. 17. All waterline fittings shall be Mechanical Joint (M.J.) 18. All paint and glass beads used shall conform to TxDOT Standard Specification 666 Type II with glass beads. The CONTRACTOR is required to maintain an appropriate traffic control plan (TCP) while working on the roadway. This TCP shall conform to the guidelines in the contract documents and those contained in the Texas MUTCD. 19. Handicap Ramps shall comply with all requirements of the Current Texas Accessibility Standards. 20. Contractor shall install 2 -4" Grey Schedule 40 PVC conduits for underground electrical as shown, 48 " below finished grade and install pull string in conduit. 21. Structural fill (under pvmt, building pad, sidewalks) shall be compacted to 95% std. proctor density. 22. The contractor is responsible for the proper disposal of all items demolished with this work. GRADING PLAN NOTES: 1. The contractor shall remove and stockpile the top 6" of soil for reuse on the finished surface. 2. The subgrade shall be proof rolled and soft spots repaired prior to the lime stabilization of subgrade. 3. The preparation of the building foundation is per the architectural drawings and the geotechnical design of the building. Public 50' Min. I Right -of -ft Existing Ground JAI Separation Geotextile 8" Min. Fabric for Full Width and Length of Exit PROFILE Graded to Prevent Run -Off MILE from Leaving Site. ENO Provide Appropriate Transition Between Stabilized Construction Entrance and Public Right -of -Way CE 50' Min. Symbol Public Right Existing of Way Ground Or As-Shown On Plans Course Aggregate PLAN STABILIZED CONSTRUCTION EXIT NTS FILENAME: construction- exit.dwg PLOTTED: 14 May 2003 - 2:49 pm CONSTRUCTION NOTES: 1. Length shall be as shown on the construction drawings, but not less than 50 feet. 2. Thickness shall be not less than 8 inches. 6 3. Width shall be not less than full width of all points of ingress and egress. 4. Stabilization for other areas shall have the some aggregate thickness and width requirements as the stabilized construction exit, unless otherwise shown on the construction drawings. w 5. Stabilized area may be widened or lengthened to accommodate a truck washing area. An outlet sediment trap must be provided for the truck washing area. 6. Contractor to submit location of stabilized construction exit for approval. C U- S e t>z co D ° Afb! Cd E n 0 0 > N 5, v r cl � 4 Im a °o w a,m 4 n U - a 0 a08U �o != J U) LL N .4-1 rn 0 d c � to -2 L O °% `(6� co C TT o Q C O 1= O rn LD 'v) o 0 0 ,.> �U-) 0 0 o O C c +, ° o O •° 0 ° 5 N to ,� U N U Of e' >>> ( v C ., ( 1 .._:..; Civil Engineering Hydraulics; Hydrology; Utility Planning & Design Site Planning & Design Street Design Subdivision Planning & Design (n � Op 4-1 N d- . U Q0 1D J -J 4-J I O0 (n � U N C� U) rn t\ O Ld ~ (y) S._. c c 0 L > O a 4F-' 46 . >% rn C: . U) cfl W ill co > cV U�'�O 4 1 U U V Q W �' Z �w 4� Qr ZQ�o Q n Q '`II. 0 Of 9 Sheets b'' Ur r: G- r r%uF F. t rs-- o e r, FO � - , � Ex. Pow �r .`. Poe r. '' :;�.- ` . r. ; E x. S i �',•, rd w ak E - Ex - E i Proposed Ramp by i others UNIVERSITY DRIVE EAR VARIABLE WIDTH R.O.W. FIRE LANE DESIGNATED PARiONO ONLY L WITH FOUR (4) INCH WHITE LETTERING STATING "FIRE LANE —NO PARKING —TOW AWAY ZONE" SEE ORDINANCE FOR WORDING MAY NOT BE SPACED MORE THAN ADDInONAI INFORMATION FIFTEEN (15) FEET APART. FIRE PANE SIGN FIRE LANE STRIPING DETAIL (FM 60) 4" HIGH RED STRIPE 4" HIGH WHITE LETTERING ' FIRE LANE —NO PARKING —TOW WAY ZONE ALL CURBS AND CURB ENDS DESIGNATED AS FIRELANES ON PLANS SHALL BE PAINTED RED ,�5 m \o /\ po�P O N.T.S. Mtn D �-A SITE ON oRN �� ° % GENERAL CONSTRUCTION NOTES: 1. It shall be the responsibility of the Contractor to verify the exact location of ALL existing underground utilities. Furthermore, the Contractor shall contact all utility company representatives a minimum of 48hours in- advances of any.exca_vation, - -- -_ a. Contact Dig Tess @ 1- 800-344-8377 b. Contact Kean Register at ONCOR, Tel: 774-2501 c. Contact Mike Lavender at T.C.A. Cable, Tel: 846 -2229 d. Contact Charles Allen at Verizon, Tel: 821 -4761 2. All construction shall be in accordance with the current City of College Station Standard Specifications for Street Construction and City of College Station Water and Sewer Specifications. All inspection on public infrastructure shall be performed by the staff of the City Engineer of College Station. All construction shall be coordinated with the City of College Station City Engineer. 3. In lieu of using the construction materials indicated in these plans, the Contractor shall obtain written approval from the City Engineer for any substitution. Requests for changes should include product information and an engineers seal where applicable. The contractor shall be financially responsible for the engineers time spent reviewing changes and redesigning based on contractors requests. 4. Trench Safety Requirements shall be in accordance with O.S.H.A. Standard 29 CFR Part 1926 Subpart P. For general requirements, see Trench Safety sheet for details. 5. TRENCHING AND BACKFILLING: The backfilling of all trenches within structural areas shall be accomplished with cement stabilized sand placed to within 6" of pavement subgrade. The backfilling of all trenches outside of structural areas shall be placed so as to achieve 85 percent Modified Proctor Density. All backfilling shall be between optimum and 4 percent (4 %) wet of optimum moisture content Testing shall be provided by a certified laboratory at the Owner's expense to verify these standards. Any retesting due to substandard work shall be at the expense of the Contractor. Structural areas shall include all sidewalk footprints and shall extend F beyond the curb lines of all streets, alleys and parking areas. 6. It is the responsibility of the contractor to comply with all State and Federal Regulations regarding construction activities near energized overhead power lines. Additionally, the contractor shall coordinate all proposed work and procedures with the City of College Station Electrical Division. 7. Where a contradiction between plans and specifications occur, the plans shall be ruled as superior. 8. All materials and labor not identified as a Separate Bid Item shall be considered subsidiary to the item in which it is used. 9. The Contractor must provide construction staking from the information provided on these plans. 10. Trees to be protected are shown on the landscape plan and shall be fully protected prior to the start of construction. 11. All soil exposed by construction shall receive Solid St Augustine Sod, unless otherwise noted on the Landscape plan. 13. Trenches may be left open overnight if property barricaded. 14. All disturbed earth must be 100 % covered with established grass or groundcover prior to C.O. Project Name &Location: Interior Landscaping Island Analysis: Owner: Dellrar Baronhead I, LTD Total Parking Spaces: 117 spaces 15e00 Dooley Rd Peripheral Parking: 67 spaces Addison, TX 75001 Interior Parking: 50 spaces Ph. 972- 233 -3333 EXT. 211 Extra Interior Landscaping required: Engineer: (50/15) *180 SF = 599 SF Mitchell & Morgan, LLP 511 University Drive East, Suite 204 Extra Interior Landscape Island Provided: 445.97 SF College Station, Texas 77840 (979) 260 -6963 Parking Analysis: 23311 s.f. Shaping Cntr x 1 space/ 200 s.f.* = 117 spaces required (* This along with Lot 1AR buildings are > 75,000 sf) Total Spaces Required: 117 Total Spaces Provided: 117 Utility Demand: PROPOSED USES AND SQUARE FOOTAGE Domestic Water: 80 GPM (peak) 40 GPM (ave.) 0 GPM (min.) Provide 1-1/2" Water Meter Sevierage Flow: 180,000 GPD Max. JOS A. BANKS 3957 SF CHICO'S 2603 SF TALBOT'S 4200 SF KIRKLANDS 5000 SF RETAIL 1 740 SF RETAIL 2 1990 SF RETAIL 3 - 3421 SF TOTAL RETAIL: 21911 SF STARBUCKS 1400 SF TOTAL RESTAURANT: 1400 SF General Notes: 1. Legal Description: Lot 8, Block One, The Gateway, Phase 1 (2.10 Ac.) 2. Existing Zoning: C -1 W /O —V 3. There is no flood plain located on this property per FEMA FIRM Community Panel No. t 4. Building Description: One Story 23311 s.f. 5. All parking spaces are 9' x 18' on exterior rows, except along University Drive where they are 20' BP Proposed Backflow Preventer CONCRETE PAVEMENT BY THIS PROJECT r 4 1. I LEGEND Property Line ....................... ............................... Setbacks Existing Gas Lines gas ELEC Existing Electrical Lines Ss Existing Sanitary Sewer Lines WL Existing Water Lines gas Proposed Gas Lines aEc Proposed Electrical Lines Ss Proposed Sanitary Sewer Lines KL Proposed Water Lines — — — — — — — — — — Proposed Access Easement m m m m m m m m m m Proposed Retaining Wall WMI Proposed Domestic Water Meter © Proposed Pull Box NMI Proposed Irrigation Meter TM Proposed URD Transformer BP Proposed Backflow Preventer CONCRETE PAVEMENT BY THIS PROJECT r 4 1. I N I V i Provide ,S0" r` RCP Sloped -� USE 4 C.Y. end ' Section <: USE 6 C.Y. ROCK LOT 9 J < ROCK Provide 15" RIP -RAP ' RIP -RAP RCP Sloped / ' BLOCK !1 (n end Section / r ^ `` EXISTING WINGS ` BLOCK 1 PARKING LOT PROPOSED ::: _ PHASE/ 1 ° X12 _;.:. +: CO� DUMPSTER AREA SEE GRADING W 12 2 - - 1 i PLANtFOR t ' - _._....._. O ( r= 1 15 "� STORMI DRAIN PHASE 1 ; NOTE. - P , . - — — 2.0 V ACRES DUMPSTER PADS) Q P RCP CHANGES ;' T B P 2 14.90 ACRES ADEQUATE A I CONTRACT R FC CONTTROL D R I DURING \\ Owne•(: Q e SEE GRADING r*i l 1 1 I I \ Delmar Barohhead I, Ltd. �/ E ! CONSTRUCTION OF SEWER LINE. PLAN FOR ; STORM DRAIN 1 w�0 —V 30 "� 1 R2.5 Owner: s� \ Zoned C CHANGES T N D elmar J RANSITIO AL elmar Baronhead I, L ,. _.. ...__ ... �.... ..._... .. .._ I \ MCP TRANSITIONAL TRANSITIONAL CURB Zoned C -1 w/0 —V CURB CURB \ \ S „ ,GATE VALVE R30 PROPOSED PRIVAT W VALVE BOX BY OTHERS) �/ - .:. ��flRE E ®FlRE usNE..� FIRE LANE ti r - ....._. —... .....__.._....... _ .... ..' - �_ s FIRE LANE. ._ FIRE LANE FIRE- ^ LANE �� FIRE LANE \ f ( _... __...... R4 30' PRIVATE ACCESS AND J -30' PRIVATE ACCESS AND R2 ACCESS &PUBLIC � ,� - ,_ FIRE ` ^ + `T •'�� -+ - --� \ UTILITY EASEMENT ` CONTRACTOR SHALL INSTALL CONTRACTQR SHALL JSAW PUBLIC UTILITY EASEMENT o PUBLIC UTILITY EASEMENT `, y ” LANE � \ _ TRANSFORMER PAD IN CUT AND RE .; (T1'P•) 2 -4" PVC SCH40 (GREY) ACCORDANCE WITH C.S. REQUIREMENTS PAIR -_ VOL. 3663, PG. 313 \ \ 1 VOL. 3663 , ,PG. 313 S68'09'04 " N 320.08�,� , ELECTRICAL COND UITS. _ __ 2 -4" PVC SCH40 (GREY) _ _ - \ \ ELECTRICAL CONDUITS. s ` .,, '- TRAFFIC RATED N21.'5'0'5 6 "W 2 :PUG SCH40 (GREY) „" % rte 15.00 EXISTING DRIVEWAY U r NE TRAFFIC CLEANOUT WATER U PROPOSED 6" SS OJ...: DUITS. } FDC 1 i' • E* �• it - - -- RATED :r „ REAR BUILDING Sanitary BU LDING - 15 SEI•BAC u K N ____ -- _ss-' , •C OUT 5 6 FIRE LINE (REAR) ss R 1 - 7., See Ma hol , J.. i 4 W •,. — :r• .6 Q .... .. ... ..:. FlRE LANE �� � !, FIRE LANE FlRE LANE FlRE E ,. •J •��. .X FlRE LME e: : i. , . 5. :� ; ' U .. _,. .. .. r .. .. ..:... O - ft• E - I .. r ....... ...... r e .. r .. ...._ .. I .. _ .... .S =WL 2'S. wL ' 2 2.5 .. T I ae a oa 1 _ . ^ - - .. r r r _ ... .. �. _ :. _•:�::_. .::, .. •r,_t:_,:: r ^�; '�:_ - /Y ONTRACTO r p/ . , . -. _ ... _ F •,' .,:: -:•_ • - r 2 IT U. SH _ E R . r . ,2 _. .. .._ ,:. _.., ... , _ ... R H ECT RAL ET 5 2 0 ._ H.. . 1 -.. .. ... r _ ... ...SEE C : ET I G_. _ _ _ .. .. _ PAD , • .. � :. , . , :.. - .ELECT. iCAL'.,.CONDU TS 1.5 IT .H DAL DETA .AND. C I . , .ONLY .CITY F- - CONDUIT • E'; , ir'• %c`: 'FIRE LANE > . , r „ , , r •,, : GAS. - F F R I , Cn .•, : R2 X„ - T INSTALL P .. .. <.... .. : .,.._ .._. ....,_.. i .,• 0 ... ............ .. ... ._ ... .., _ ...... .r of _� 0 s7 1 , AT A LATER -.DATE - ..� .. _v. .. ,. -�_. � ,. �� . -._. __2:5.. WATER_ _ _ _ _,_ . _...._. . :,.. -... ._...,._, _..... _., -.... r... .. - ,r... .r,,,. :• ,,. . . ...... ..... .. .r.r,,...r, ........, w . :.........r.... .... EF...AR NfTECT63RAL.,ShIEEI;.:3..:1 _._. ,_.. _•_ , ...._.._._. ......_ _ - .on :� ,r _ .... _.r ,... ... ( I , �G � IS - ' >A - v oc�n rnm 6 N � o N.T.S. G � o� SME oRNE e� 3 ' t y o 0 1 (0 � L_ E n 0 C � U.o emiC�O O' -`-' N 0 d- (0 CL ;;; •c 4C Civil Engineering Hydraulics;. Hydrology; Utility Planning & Design Site Planning & Design Street Design Subdivision Planning & Design (0 � L_ E n � N -`-' N 0 d- (0 CL o�U> L0 ' N � m I O N --_I cn °o - - Ld a,mY N B� U) X � C� LLJ ° ° R. W ° 0 a a CO -0 (0 �. O L' CO n, W U) > cn U c 'E 0 C_ O o Q I✓ 0 E � .,.1 Ln _ 0 o U) O r7 0 Lr) 0 o. O N C O O N. C O+ c - rn o a LL7 v r y� U O U O O Civil Engineering Hydraulics;. Hydrology; Utility Planning & Design Site Planning & Design Street Design Subdivision Planning & Design I �' 's ail _ - -- FO •''FO 1.+2>;J�C r :� " "'r :!;'r '` r. ;I - �;r.�t.. tx. ugntpUle 7 - --__ - �-- ;._._ -� �\ T J ; - I , 1 wivlvtt,i Iv PROPER Proposed« FD f T o w �""� VOL. 3663, PG. 313 (YP) DRIVE I I GAS MAIN Rom 5 . t. uE r ( YP) L �"`�... P Y , %. r r r : y 1 l I t CALL FOR Fb �` / �� _ U7 & LEGEND I f r I I UTILITY LOCATES Ot ers r w ..� L EiC•�Verizon rYr - :1! 1 F i 1 r — -- - S 69 44 — — _ : O P Va`uTt 18 — Ex. ower W Prop erty Line 6 L ._ P Y 0 O _ a + O F Poe O (— .t -.. : a '::= =• -- � :, '��%.- 0 Setbacks E:': Ex. Sidew I u ak e - - Ex r Ele - ctr' =.r =r, /r Ic - os ._... Existing Gas in 4.7 _..... -- 5' -• - Ex. . ur - _ •_ _� ' - ^.,. Sidewalk `mss Proposed ELEC Existing Electrical Lines Ramp by FO �� - - - - -- -- y others ss Existing Sanitary Sewer Lines i Fo WL Existing Water Lines UNIVERSITY EA S — ( FIVI � gas Proposed Gas Lines 0) ` _ --- ELEc Proposed Electrical Lines M\ ss Proposed Sanitary Sewer Lines � -� �``• } VARIABLE WIDTH R.O.W. �, � WL Proposed Water Lines — — — — — — — — — — Proposed Access Easement 4" HIGH WHITE LETTERING 4" HIGH RED STRIPE FIRE LANE M M M A M M O M M M Proposed Retaining Wall (� FIRE LANE -NO PARKING -TOW WAY ZONE ® DES111431NAT6a ©M Proposed Domestic Water Meter © Proposed Pull Box [_ 1 _ Mj Proposed Irrigation Meter TQ Proposed URD Transformer A PARKINQ BP Proposed Backflow Preventer ALL CURBS AND CURB ENDS DESIGNATED AS Onw FIRELANES ON PLANS SHALL BE PAINTED RED WITH FOUR (4) INCH WHITE LETTERING STATING - - - - -- - - - - 18' x 72' "FIRE LANE -NO PARKING -TOW AWAY ZONE" SEE ORDINANCE FOR WORDING MAY NOT BE SPACED MORE THAN ADDITIONAL INFORMATION FIFTEEN (15) FEET APART. ME LANE SIGN FIRE LANE STRIPING DETAIL - N �O ~ Q� iZ vZ Z � Q �� W Q O (0 � L_ 00 -`-' N 0 d- (0 CL L0 cn d I --_I 0 Cl) 00 � � - - —C� N U) X a) LL_I 0 C > 0 a Cid (0 . Lv CO n, W U) > 0 N U c 'E 0 U) 0) I �' 's ail _ - -- FO •''FO 1.+2>;J�C r :� " "'r :!;'r '` r. ;I - �;r.�t.. tx. ugntpUle 7 - --__ - �-- ;._._ -� �\ T J ; - I , 1 wivlvtt,i Iv PROPER Proposed« FD f T o w �""� VOL. 3663, PG. 313 (YP) DRIVE I I GAS MAIN Rom 5 . t. uE r ( YP) L �"`�... P Y , %. r r r : y 1 l I t CALL FOR Fb �` / �� _ U7 & LEGEND I f r I I UTILITY LOCATES Ot ers r w ..� L EiC•�Verizon rYr - :1! 1 F i 1 r — -- - S 69 44 — — _ : O P Va`uTt 18 — Ex. ower W Prop erty Line 6 L ._ P Y 0 O _ a + O F Poe O (— .t -.. : a '::= =• -- � :, '��%.- 0 Setbacks E:': Ex. Sidew I u ak e - - Ex r Ele - ctr' =.r =r, /r Ic - os ._... Existing Gas in 4.7 _..... -- 5' -• - Ex. . ur - _ •_ _� ' - ^.,. Sidewalk `mss Proposed ELEC Existing Electrical Lines Ramp by FO �� - - - - -- -- y others ss Existing Sanitary Sewer Lines i Fo WL Existing Water Lines UNIVERSITY EA S — ( FIVI � gas Proposed Gas Lines 0) ` _ --- ELEc Proposed Electrical Lines M\ ss Proposed Sanitary Sewer Lines � -� �``• } VARIABLE WIDTH R.O.W. �, � WL Proposed Water Lines — — — — — — — — — — Proposed Access Easement 4" HIGH WHITE LETTERING 4" HIGH RED STRIPE FIRE LANE M M M A M M O M M M Proposed Retaining Wall (� FIRE LANE -NO PARKING -TOW WAY ZONE ® DES111431NAT6a ©M Proposed Domestic Water Meter © Proposed Pull Box [_ 1 _ Mj Proposed Irrigation Meter TQ Proposed URD Transformer A PARKINQ BP Proposed Backflow Preventer ALL CURBS AND CURB ENDS DESIGNATED AS Onw FIRELANES ON PLANS SHALL BE PAINTED RED WITH FOUR (4) INCH WHITE LETTERING STATING - - - - -- - - - - 18' x 72' "FIRE LANE -NO PARKING -TOW AWAY ZONE" SEE ORDINANCE FOR WORDING MAY NOT BE SPACED MORE THAN ADDITIONAL INFORMATION FIFTEEN (15) FEET APART. 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