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NJ GENERAL NOTES 1. REPORT ANY AND ALL DISCREPANCIES, ERRORS OR OMISSIONS IN THE DOCUMENTS TO THE ARCHITECT PRIOR TO ORDERING MATERIALS AND/OR COMMENCING CONSTRUCTION, 2. TOP OF NEW SLAB SHALL MATCH EXISTING. 3. VERIFY ALL DIMENSIONS AT JOB SITE 4, DO NOT SCALE DRAWINGS 5. ALL HEIGHTS ARE NOTED ON ELEVATIONS, 6, DIMENSION GIVEN ARE BASED ON EXISTING CONDITIONS, VERIFY DIMENSIONS ON SITE PRIOR TO ORDERING MATERIALS OR COMMENCING CONSTRUCTION, 7. ALL CONCRETE SURFACE IN STAIR SHALL BE "NO SKIP" MEDIUM BROOM FINISH. 8. ALL CONCRETE BASE EXISTING FROM REMOVED STAIR SHALL BE REPAIR MATCHING EXISTING LEVEL 9. RE: STRUCTURA IN S FOR TE S ES ND FABRICATION 10. SIG A E SHALL BE OBTAINE UNDE SE AR TE E IT. SIGN SHALL SHALL NOT PROJECT BEYOND EDGE OF STRUCTURE. 11. THE STUCCO COLOR SHALL BE SHERWIN WILLIAMS SW 6108 AND THE RAILING AND STAIR COLOR SHALL BE SHERWIN WILLIAMS 1 SW 6109. PARKING EXISTING 1 1 1 EXISTING CONCRETE MAE51llAl^ 1�1 AM II I I i` II � II MTI RAC;: PI ATG II OFFICES BLG, EXISTING EXISTING CORRIDOR Z m z is IER (TYP) YP) 1 SITE PLAN SCALE: 1/4" = V-0" mp, 7 pa EVI EWER FOR 0 4�"" �.. � 'V OCT 22 2012 COLLtUt ZillA lON DRELOPMENT SERVICES PIAT FILED, i' OW `=22,212 ' REVISIONS ' 1 10/01/12 7 I DATE 7/23/12 I' I DRAWN RM (! I CHECKED RM/NW 1 w z w Q w P. -- C P%- 01) M OR fi WE JOB NO.: 1214 NAME: SITE PLAN SCALE: 1/4" =1'-031 SHEET A 1 1 0P 2 1 ' it ' Ilam ® mzlmwm®imEgg III I� 1--05®mgai gEj 2 II i it II -----®-----®®_-- _—® .u— — III I Ila imsam.®.. ZI II III i J IkmRm.3; Fm >mmaim,.imm®,�mRaia'al m ' II I it CORRIDOR I I I III I I � I4'a'o'm ® Em m m m M 0,4 W14........... I I I 3 (11 II I I I 16mgm.® lmh Emma.0somso®24 -------------------44-- II II II I I I I I I I IlmMERE ms -A-14 palm sm GgEom msggm �sj EXISTING CONCRETE MAE51llAl^ 1�1 AM II I I i` II � II MTI RAC;: PI ATG II OFFICES BLG, EXISTING EXISTING CORRIDOR Z m z is IER (TYP) YP) 1 SITE PLAN SCALE: 1/4" = V-0" mp, 7 pa EVI EWER FOR 0 4�"" �.. � 'V OCT 22 2012 COLLtUt ZillA lON DRELOPMENT SERVICES PIAT FILED, i' OW `=22,212 ' REVISIONS ' 1 10/01/12 7 I DATE 7/23/12 I' I DRAWN RM (! I CHECKED RM/NW 1 w z w Q w P. -- C P%- 01) M OR fi WE JOB NO.: 1214 NAME: SITE PLAN SCALE: 1/4" =1'-031 SHEET A 1 1 0P 2 NEW MTL. HANDRAIL 10'33/4" HT.(V_I.FTT___________ 0'0" FIN. FLR. /,I F� 10'33/4"HT. (V_I.F;L 0'0" FIN. FLR. V(_.I.F_L INDIVIDUAL LETTER ALUMINUM SIGNAGE BY OTHERS ROOF TO RM II II J EXISTING WALL EXISTING WALL EXISTING BUILDING EXISTING WALL EXISTING BUILDING EXISTING BUILDING 4 SOUTH EL ,07 T XTA1,IrfLA INDIVIDUAL LETTER ALUMINUM SIGNAGE BY OTHERS r —I 1i;z I I LJ "W°SHAPE MTL BEAM (TYP) to •; s4'b , y ' ,"' _ "•+ ' 10' 3 3/4" HT. (V I F� e 4,�o��° a���b`$w«'q�ra�a��na4�q�m�.,�me m� — _ � RMTL', ;e �; = =;�;e�"•��•'aA°.¢.�Nearc.,6;, THE STUCCO COLO HANDRAIL aSHALL BE SHERWIN ;fiWILLIAMSSW6108ea se fiSTUCCO fh y aa�a ,A , t '��"'s', ,'e y'' '''re�y�°� f'y°�;r' •�II'a ' e' ',er 's=' el ray''• 0'0" FIN FLR VV,I. , EXISTING nnmtmmmmmmmrntmn mmm�mmm�mttmmtm BUILDING I BEHIND I WEST ELEVATION F -'r D 2 SCALE: 1/4" = 1'-0" MTL HANDRAIL MTL HANDRAIL EVATION SCALE: 1/4" = 1'-0" EXISTING j BUILDINGI BEHIND F -r INDIVIDUAL LETTER ALUMINUM r SIGNAGE BY OTHERS LJ t W SHAPE MTL BEAM (TYP) M 10'3 3/4HT. V.i,_F)_ CV MTL "C" BEAM REF. STRUC. 0'0" FIN. FLREJ.V,I,F,L mmnmmmmnrnn+mmtinumnmtmmtmmntrmm�mm�mn MTL MC STRINGERS SECTION WITH PRECAST STEPS, 3 SCALE: 1/4" = 1'-0" INDIVIDUAL LETTER. ALUMINUM SIGNAGE BY OTHERS----- r� _ 1 i LJ "W'SHAPE MTL BEAM (TYP)— ,Jsae ',r ;e ! , d b, i b, ,'y„' ,i a y f „•, 6 4 A,� ,,,eAO,' e' "e °,l �' ''s 10'3 3/4_' HIF.L ' 'e am"a�n'm'wE.•d��"• '' 6amm:upry'a�+, pa�'a v'$q,,mme6naLy�q® (ja7 f a'��, STUCCO, 1CCO. 41, ® WZ 0'0” FIN � FLR, VV.Ir �mnnmmnmmmtnmttuntuutumtttttmmnmututtnna EAST ELEVATION 5 SYMBOLS LEGEND yyLIGHTING 1..t MP MOISTURE PROTECTED FIXTURE MTL HANDRAIL—/ I LIM 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 r I I I SE gar. lam Eom lam E4 I I arm fail; Im fig lam AI I am lam FERIO EEO EEO 64I I 1 REMOVE TOPPING CONCRETE LEAVE g I MAIN SLAB _t I a WA LL -T-0-1 k IV i M "W" SHAPE MTL BEAM (TYP) jpl If'i i¢ I �I II 11 LI EXISTING FLOOR 110 i J I LEVELBEHIND 'Sri ``s, _MP I' I ' A, # ', , e''a' ,•,, .I,r „ N i EXISTING BUILDING _LF� 10"3 3/4" HT, (V , ,' ,'•' r u a a 'bm •�' ( as ® ® d _ w"",mn ON (t SB , '1 ,A' Ay , , q , � x ��dn>s 2" CON RETE — — TREAD ON MT I, IT STRUC STUCCO gwraaaa16 + ,' ' ' ''' ,' a ' 'ana �T y , r g EXISTING BUILDING ' , dd 1, ,,, y ' = c%RWA°R��'�gba�� a BEHIND A' b 4.1ea'c��-apaaa�,=rr+aa,, 0'0" FIN. FLR. (V.I.FJ t ',b b', ,� .,,� ,..1 ' •:. ,,, , .,,, EXISTING WALL EXISTING WALL EXISTING BUILDING EXISTING WALL EXISTING BUILDING EXISTING BUILDING 4 SOUTH EL ,07 T XTA1,IrfLA INDIVIDUAL LETTER ALUMINUM SIGNAGE BY OTHERS r —I 1i;z I I LJ "W°SHAPE MTL BEAM (TYP) to •; s4'b , y ' ,"' _ "•+ ' 10' 3 3/4" HT. (V I F� e 4,�o��° a���b`$w«'q�ra�a��na4�q�m�.,�me m� — _ � RMTL', ;e �; = =;�;e�"•��•'aA°.¢.�Nearc.,6;, THE STUCCO COLO HANDRAIL aSHALL BE SHERWIN ;fiWILLIAMSSW6108ea se fiSTUCCO fh y aa�a ,A , t '��"'s', ,'e y'' '''re�y�°� f'y°�;r' •�II'a ' e' ',er 's=' el ray''• 0'0" FIN FLR VV,I. , EXISTING nnmtmmmmmmmrntmn mmm�mmm�mttmmtm BUILDING I BEHIND I WEST ELEVATION F -'r D 2 SCALE: 1/4" = 1'-0" MTL HANDRAIL MTL HANDRAIL EVATION SCALE: 1/4" = 1'-0" EXISTING j BUILDINGI BEHIND F -r INDIVIDUAL LETTER ALUMINUM r SIGNAGE BY OTHERS LJ t W SHAPE MTL BEAM (TYP) M 10'3 3/4HT. V.i,_F)_ CV MTL "C" BEAM REF. STRUC. 0'0" FIN. FLREJ.V,I,F,L mmnmmmmnrnn+mmtinumnmtmmtmmntrmm�mm�mn MTL MC STRINGERS SECTION WITH PRECAST STEPS, 3 SCALE: 1/4" = 1'-0" INDIVIDUAL LETTER. ALUMINUM SIGNAGE BY OTHERS----- r� _ 1 i LJ "W'SHAPE MTL BEAM (TYP)— ,Jsae ',r ;e ! , d b, i b, ,'y„' ,i a y f „•, 6 4 A,� ,,,eAO,' e' "e °,l �' ''s 10'3 3/4_' HIF.L ' 'e am"a�n'm'wE.•d��"• '' 6amm:upry'a�+, pa�'a v'$q,,mme6naLy�q® (ja7 f a'��, STUCCO, 1CCO. 41, ® WZ 0'0” FIN � FLR, VV.Ir �mnnmmnmmmtnmttuntuutumtttttmmnmututtnna EAST ELEVATION 5 SYMBOLS LEGEND yyLIGHTING 1..t MP MOISTURE PROTECTED FIXTURE MTL HANDRAIL—/ I LIM 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 r I I I SE gar. lam Eom lam E4 I I arm fail; Im fig lam AI I am lam FERIO EEO EEO 64I I 1 REMOVE TOPPING CONCRETE LEAVE g I MAIN SLAB _t I a WA LL -T-0-1 k IV i Il571,H 110 i J I (I _MP I' I ' CHECKED RM/NW N i EXISTING BUILDING LI_ ®_ r I MkRo i� ON (t SB ----� r ( 2" CON RETE — — TREAD ON MT STRUC r O O P HOUSE 1#0" (TUBE) TL COLUMN (TYP) RHEA 'STRUCTURE Z O m z X W REVIEWED FOR COMPLIANCE OCT 2 2 2012 CULLtijL 6IAHON DEVELOPMENT SERVICES PLAT FILED: PLAN 1 2nd. FLOORSCALE: 1/41' = 1'-0" pidlini NNW, File C vi, ' REVISIONS ' I Ai 10/01/12 ' DATE 7/23/12 DRAWN RM (I li CHECKED RM/NW II L� i JOB NO.: 1214 NAME: 2nd. FLOOR PLAN SCALE: 1/4" = 1'•0" SHEET A2 2OF2 I! GENERAL NOTES 1, REPORT ANY AND ALL DISCREPANCIES, ERRORS OR OMISSIONS IN THE DOCUMENTS TO THE ARCHITECT PRIOR TO ORDERING MATERIALS AND/OR COMMENCING CONSTRUCTION. 2, TOP OF NEW SLAB SHALL MATCH EXISTING. 3. VERIFY ALL DIMENSIONS AT JOB SITE 4. DO NOT SCALE DRAWINGS S. ALL HEIGHTS ARE NOTED ON ELEVATIONS. 6. DIMENSION GIVEN ARE BASED ON EXISTING CONDITIONS, VERIFY DIMENSIONS ON SITE PRIOR TO ORDERING MATERIALS OR COMMENCING CONSTRUCTION. 7, ALL CONCRETE SURFACE IN STAIR SHALL BE "NO SLIP" MEDIUM BROOM FINISH, 8. ALL CONCRETE BASE EXISTING FROM REMOVED STAIR SHALL BE REPAIR MATCHING EXISTING LEVEL 9. RE: STRU TURA I S FOR TE L S ES NO�FABRIC�ATION10.SIG A E SHALL BE OBTAINE UNDE SE AR TE ESIGN SHALL SHAbL NOT PROJECT BEYOND EDGE OFC. 11, THE STUCCO COLOR SHALL BE SHERWIN WILLIAMS SW 6108 AND THE RAILING AND STAIR COLOR SHALL BE SHERWIN WILLIAMS 1 SW 6109. PARKING EXISTING 1 A10/01/12 gr I I ' I I II I I DATE 7/23/12 II II 2 II it CHECKED RM/NW —I 0 II m' II I I z I IIm®mra- II II VJ uj o Lu II 3 II ( co W it it II Cl) W m co , T i W N C ti U Lo . EXISTING CONCRETE 4 PARKING SLAB MTL BASE PLATE - REF. STRUCT. 2" CONCRETE TREAD ON MTL STRUCT---,, CEMENTITIOUS BOARDS W/ALUMINUM REVEE & EXPOSED ACCENT ON �e " OSB, FINISH TYPE WASHER AND SS SCREWS. Z 5 m z N W METAL HANDRAIL VERIFY MODEL WITH OWNER (TYP) "0" (TUBE) MTL COLUMN (TYP) OVERHEAD STRUCTURE PROJECTION PARKING EXISTING 1 SITE PLAN SCALE: 1/4" = V-0" REVISIONS A10/01/12 DATE 7/23/12 DRAWN RM CHECKED RM/NW V VJ uj o co W Cl) W m co , T i W N U (06 . r. - T 0 O zZ Q W Z W W Z o O Wuj �`Nr xo W �0 � v O JOB NO.: 1214 NAME;E P®� SCALE: 1/4" = 1'-0" III SHEET Aihl �1 OF 2 NEW MTL, HANDRAIL 1 10'33/4"HT. (V_I.FF,�_______ '3 0'0" FIN. FLR,V(_I FI 10'33/4"HT, (VF;L_L_ _ _ _ _ _ _ _ _ _ _ _ 0' 0" FIN. FLR,V(_.t.F. INDIVIDUAL LETTER ALUMINUM SIGNAGE BY OTHERS ROOF TO RM I fi ----- r —i I I I I 0! J i I 'I "W" SHAPE MTL jpl BEAM (TYP) ISI A EXISTING FLOOR LEVELBEHIND " ',' r , ` • ;;e:l,y.: • �;''e'. r's, 10' 3 3/4" HT (V I F;) m ,{ W/ALUMINUM REVEAL &EXPOSED ACCENTS 4 � � y r'� e ' s ,• , R m�.'.q"ar>Qeogd3 ' ON �s "OSB, FINISH TYPE WASHER AND 6e SS SCREWS. "' ''`' ' ' , - • m�g9,¢o�90 r U. EXISTING BUILDING BEHIND— AI 4 'f.mm�==megm b 690 ,' ♦ ,,' JI ', ♦�' '�,' '�; ,♦ t 0' 0" FINr FLR, .I.F. . 1 " EXISTING WALL EXISTING WALL EXISTING BUILDING EXISTING WALL EXISTING BUILDING k— MTL HANDRAIL EXISTING BUILDING BEHIND MTL HANDRAIL MTL HANDRAIL TING BUILDING 4 SOUTH ELEVATION SCALE: 1/411 = V-0" INDIVIDUAL LETTER ALUMINUM SIGNAGE BY OTHERS LJ "W" SHAPE MTL BEAM (TYP) 2 WEST ELEVATION- A SCALE: 1/4" = 1'-0" INDIVIDUAL LETTER ALUMINUM r SIGNAGE BY OTHERS Do Klizz t I LJ EXISTING BUILDING BEHIND "W" SHAPE MTL BEAM (TYP) " CONCRETE ON OSB PANEL FACADE M ®. ale 0 10'3 3/4" HT. (Vj.FF.)_ N �MPi� IF' N Ll_ w — MTL "C" BEAM REF. STRUC. �,�''• y ♦ ♦ 4'e' — % iv e 10'3 3/4" HT (V i F1 & EXPOSED ACCENTS � e ♦, t TYPE WASHER AND r,, t e 4 SS SCREWS. THE STUCCO COLOR 0'0" FIN FLt.JV.I,F,) ," ' 'A' SHALL BE SHERWIN numm�mmmnnmm�mnmtrtnmtm+mummmnmm� '4 ':," , ,; ; , ,',' ;: • 'b; WILLIAMS SW 6108 °r e, ♦erl_.. e, ,sr to B'' , ,, ,' ' •'� '' ,'a '.'' 1 ♦; � L�LA,At M i .11 't v' i' @fie R� s e 9,r' ,'♦ :� �� G c o e, W/ALUMINUM REVEAL ,,•':; _��,"��� _' & EXPOSED ACCENTS 1 " a e .' e4 " '' F. .` °;/� r o 1 '+ y , ! a e ON " OSB FINISH TYPE WASHER AND '®' 1' • �'�� ,� e• „,R !I'� / ,,�,e! r ''Q ` A`, e� SS SCREWS. 0' 0iFIN. FLR. VLLF — 2 WEST ELEVATION- A SCALE: 1/4" = 1'-0" INDIVIDUAL LETTER ALUMINUM r SIGNAGE BY OTHERS Do Klizz t I LJ EXISTING BUILDING BEHIND "W" SHAPE MTL BEAM (TYP) " CONCRETE ON OSB PANEL FACADE M ®. ale 0 10'3 3/4" HT. (Vj.FF.)_ N �MPi� IF' N Ll_ w — MTL "C" BEAM REF. STRUC. SGARQe 5't"uCt-0 — % iv W/ALUMINUM REVEAL w) & EXPOSED ACCENTS ON �6 " OSB, FINISH c rn TYPE WASHER AND MP SS SCREWS. EXIST. 0'0" FIN FLt.JV.I,F,) HOUSE numm�mmmnnmm�mnmtrtnmtm+mummmnmm� MTL MC STRINGERS SECTION WITH PRECAST STEPS. 0° SCALE: 114""'o 1'-0" rM INDIVIDUAL LETTER ALUMINUM SIGNAGE BY OTHERS---�--� r -I I 1 I 1 LJ "W" SHAPE MTL BEAM (TYP)5. 41 10'3 3/4_' HT. (V.I,F.L .' a ♦'.A ♦,R b'' .r s"®• A' , 07 ,e ee A A I _ 9OAITVS GGO y'A' e' 'r'e, ' I ' '1' s ,♦,� ^f/'q,-5 e' s, d ,� , W/ALUMINUM REVEAL �1 0,. 's' r �'• +'♦ o �-- N, fie' aef //� 'e• o &EXPOSED ACCENTS ON II OSB, FINISH TYPE WASHER AND SS SCREWS. ��=d; ®�_�, «�� ;♦ ` ♦ "'' �'+ '' b , , o a .,e✓,� `e es♦` e 1 a+ ;1 ' ' Ax ' ,d„ n ;s♦, rom@ o4�,Q:.< 0' 0" FIN FLR..I.I.F) imnmmmmmmmmmmmfn+nm++++n++mmmmnrntmmtmm�+nmm�mnmmnnnnn 5 EAST ELEVATION SYMBOLS LEGEND LIGHTING 0 MP MOISTURE PROTECTED FIXTURE D wl MT HA a Lo V_ L VDRAIL—/ 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' _/ Hl / -REMOVE TOPPING CONCRETE LEAVE MAIN SLAB' I i EXISTING BUILDING CONCRETE BOARD ON 16 11 SE 2" CON RETE TREAD ON MTL STRUC "0" (TUBE) MTL COLUMN (TYP) I 1 2nd. FLOOR F SCALE: STRUCTURE 'LAN 1 /4" = 1'-0" ' REVISIONS A 10/01/12 (� 1 DATE 7/23/12 DRAWN RM (I� CHECKED RM/NW LJ W mnE W U) x E O 0 00N JOB NO,: 1214 NAME; 2nd. FLOOR PLAN II SCALE: 1/4" = 1'-0" II SHEET �I A2 2OF2 �MPi� IF' N Ll_ w — — % T � c rn MP EXIST. HOUSE LIGHTS / -REMOVE TOPPING CONCRETE LEAVE MAIN SLAB' I i EXISTING BUILDING CONCRETE BOARD ON 16 11 SE 2" CON RETE TREAD ON MTL STRUC "0" (TUBE) MTL COLUMN (TYP) I 1 2nd. FLOOR F SCALE: STRUCTURE 'LAN 1 /4" = 1'-0" ' REVISIONS A 10/01/12 (� 1 DATE 7/23/12 DRAWN RM (I� CHECKED RM/NW LJ W mnE W U) x E O 0 00N JOB NO,: 1214 NAME; 2nd. FLOOR PLAN II SCALE: 1/4" = 1'-0" II SHEET �I A2 2OF2 if GARDEN METAL HANDRAIL VERIFY MODEL WITH OWNER (TYP) "0" (TUBE) MTL COLUMN (TYP) REVISIONS j GENERAL NOTES ®® I I _® 1. REPORT ANY AND ALL DISCREPANCIES, ERRORS OR (i a' OMISSIONS IN THE DOCUMENTS TO THE ARCHITECT DATE 7/23/12 PRIOR TO ORDERING MATERIALS AND/OR COMMENCING CONSTRUCTION: DRAWN 2• TOP OF NEW SLAB SHALL MATCH EXISTING. CHECKED RM/NW 3. VERIFY ALL DIMENSIONS AT JOB SITE I i 4. DO NOT SCALE DRAWINGS 5. ALL. HEIGHTS ARE NOTED ON ELEVATIONS. V 6. DIMENSION GIVEN ARE BASED ON EXISTING CONDITIONS, v, I W °'' • VERIFY DIMENSIONS ON SITE PRIOR TO ORDERING MATERIALS 0 o ti ry ti W W I -- OR COMMENCING CONSTRUCTION. Q 7. ALL CONCRETE SURFACE IN STAIR SHALL BE "NO SLIP" I - ZIll W,7' � MEDIUM BROOM FINISH. Z 0) Q - _ 8. ALL CONCRETE BASE EXISTING FROM REMOVED STAIR I 1 N_ Z SHALL BE REPAIR MATCHING EXISTING LEVEL 7 N o 9. RE: STRUCTURAL DRAWINGS FOR STEEL SIZES AND FABRICATION I I f� I W I W Ix W ' II Z Z Z O -- •J cly w II f fI II 5. oO�� GARDEN PARKING ) II If[ I m - EXISTING I IIT_-�_..I€ m.---mm-T mm OFFICES BLG. 0 ti 2 I I f f1 I EXISTING JOB NO.: 1214 --------------------•I-f-- III f ME: SITE PLAN � SCALE: 1/4" = 1'-0" SHEET C� II I f1 f 1OF2 Z I I I If I J � • m ZcoI I I f II I II f 1J i CORRIDOR I I II. 1 i I • I w it f f I I 3 II I I f 1� -. :Imm mmT .-mmmmT II I I I I - II I I f 1 II II I 3 I f I If 3 , EXISTING CORRIDOR EXISTING CONCRETE - - -- - -- fl 4'-3" 4'-3" I t if GARDEN METAL HANDRAIL VERIFY MODEL WITH OWNER (TYP) "0" (TUBE) MTL COLUMN (TYP) REVISIONS j ®® I I _® i (i if GARDEN METAL HANDRAIL VERIFY MODEL WITH OWNER (TYP) "0" (TUBE) MTL COLUMN (TYP) REVISIONS j (i a' DATE 7/23/12 DRAWN RM CHECKED RM/NW i j I V v, W °'' 0 o ti ry ti W W I -- Q M0) 0 ZIll W,7' � VU)0) Z 0) Q - _ N_ Z 7 N o T f� I W I W Ix W Z Z Z O cly w fw- w oO�� ti O ti JOB NO.: 1214 ME: SITE PLAN SCALE: 1/4" = 1'-0" SHEET Al 1OF2 eweroowowweewwv>wta---------- B � •' a P � •Q a a a �• .'>� i- p .. , �� �-y/^�v/^�',� O � - �'..d x• : '. A.A ; . •ai SYMBOLS LEGEND 10 3/ HT. V.I.F. a • 3 A . ; A.: a -G ;. n <. " 'k� A`:':.::...a' 3 p 3 4 F a4 ----- -(—------__--_ 10'33/4"HT. V.LF� LIGHTING • : a ,�, a : k ' : • t ; r' MP MOISTURE PROTECTED FIXTURE MTL. e-?• a A •A'k:Q . # HANDRAILAt tl A �� 1 "�. N4 ! p4 • 9 x• k 3 S O A 51% mvI14 V cjb{/. _ ' 'd Ig a �1�;may .L•� '"%'"� 4 � •. ,.-k '� A.' o.a%•• •,4 '.'R A•. ;..�.. 'a o ;.r. as 3-BeARUJ M 4\\ �'..�t• Q " .a��'�•• 4\� € .Z•. i•, ^—,-snr�u!-n I��+nrA1TQ �WJ ' i . �` •p'A : > R :..Y ... :.� _.;`: {� ' --L ON �s " OSB, FINISH -.. . Y_ . �, :,•� ��A -'< `�• TYPE WASHER AND EXISTING WALL a a: a An f M �e a•.:.. • tt SS SCREWS. a `f ... - - - as p ,.........fir • .,. •: • • • . k.. •.�,, .4 - i a - - - . � ....%•^�— ^.,s^ ^^ .'r"y 6 f �• a •p a • : .3•. 0'0" FIN. FLR. V.LF. 0'0" FIN. FLR. V.LFI �— -� aaa• t•:•'t':' ata• ::- t. t:: tt t a:a aa::a...:a•a't.::::::::::::::::::: tt:t ::••:a:::::::a . —(I { EXISTING BUILDING I .EXISTING 1 s..a.......t..............E.«.t..............EE.f....E..a....-.......E co I BUILDING m II € 1 BEHIND i it F.r F_r EAST ELEVATION Z mmT.-'-i SCALE: 1/4" = 1'-0" ~j 3ix i I— i j W — pf % it F 3 (I ii € tf _ tai 3 � iI ( i i i € ii s s 3 # i " I? I 3 M { I: INDIVIDUAL LETTER ALUMINUM W i t � i is O _i i s SIGNAGE BY OTHERS00 ti it 9 ii : s� i, t ( 1 I t f i I s's f I ji v� €3 { i t i i O t E3 i E i Lu - 3 _ WZ "W" SHAPE MTL .t N • L7— O BEAM (TYP) M r. CONCRETE W tet• `n 1 i REMOVE TOPPING W m - ON J- OSB PANEL I s i CONCRETE LEAVE i PN L i I I- 00FA ADE •� -=- � MAIN SLAB U)rn IT €..:.. �..;.. . i .......:. ��....:.. 4 WALL TO RMV Qc 0 0 10'3 3/4" HT.V.I.F. *\ a k A A a 10' 3 3/4" HT. V.I.F. I E 1 IO 1 I Z —(— pmpil o, MTL MTL E i E Z I N HANDRAIL r HANDRAIL I i .... I EXISTING BUILDING TT ............................................................ N _ I E Im f_ o _m I s 1 \\\� - 4 ..Lo MTL p A MTL "C" BEAM coI ---- -- # - HANDRAIL REF. STRUC. I I----�-- I CONCRETE BOARD Wt COLOiZ i I �' ) ON "SSB S -m d . PAI a C� Mi�TcN I�c�s �r G - I I - - - -I- I i BOARBS EXISTING WALL C a ® A A `�' -- I I U) f I 2 CONCRETE uo - -• .. -SEB _ __.- . _ I I - - I TREAD'sON MTL ON OSB, FINISH I I I - STRUCT.; TYPE WASHER AND I II I co SS SCREWS. - I O _ _ I I � I 0'0" FIN. FLR. (U I.FI if 0'0" FIN. FL5J.V.I.FZ — — cn — EXISTING BUILDIN4 EXISTIN r I MP "El" (TUBE) MTL COLUMN (TYP) BUILDINGI MTL MC STRINGERS BEHIND WITH PRECAST SECTION TO CONCRETE EXIST. INDIVIDUAL LETTER ALUMINUM STEPS.3� HOULIGHTSSCALE.1/4r0 OVERHEAD STRUCTURESIGNAGE BY OTHERS i------ PROJECTION ........................................ # F TO.RM.... ----------- _ W W X Z o Q W C7 it W "W" SHAPE MTLp W C') _ BEAM (TYP) 1� \Q� � �V Q��- J 1-- W J A �' .'E d.e •' :d' 4 Lg A: d 'I'':' ''ka' •. .4t '• f _ - - - EXISTING FLOOR YA F •3 LEVELBEHIND ,.;." .:. •.: `� • '�a I•`.� � • k � f .. PAIS 10' 3 3/4" HT. (V.LF. a ^ :.: Q. :'Q �k • fp:: • .K E•; -� .. -cam' t -roM �� a• j� y.....:.......... 11 tl .3 6 .. d• 4 .' a.. a' 6 w..•'g �.....-.i.,�.•••......... p..u..„r. � , 3 ' ON � OSB, FINISH TYPE WASHER AND � 4 .: .•a � ; nQ .5A• E SS SCREWS. , a .. _ E �F k : .. . 1 __• �WW q EXISTING BUILDING. JOB NO.: 1214 BEHINDi-P_ i.i NAME: 2nd. FLOOR PLA . R p (I 1 ; { t LAN SCALE: 1/4" 1 0 SCALE: 1/4 1 0" 0'0" FIN. FLR. .LF. ka gW ,; A ,__ ,p a W G ,4 ` sHesr 'EXISTING BUILDING 4 SOUTH ELEVATION A2 .SCALE: 1/4" = 1'-0" 20F2 I rn 3 •Ct N m 0 O c w N 0 N O rn 0 W-12 _ 'qE W •••tom qE--�.qE-�._gE.�`gE 12----`! AE-`_ . j N 27'20'08" W 62.22' / MEASURED N 24 00'06" W 62.00' Ci DEED CALL, 10753/260 i 2�0 � g)40 •J - 4b�00 2 I Vicinity Map: I PROJECT LOCATION N. T.S. METES AND BOUNDS DESCRIPTION OFA 1.27 ACRE TRACT (i RICHARD CARTER LEAGUE, A-8 COLLEGE STATION, BRAZOS COUNTY, TEXAS Compre-hens-i Ve METES AND BOUNDS DESCRIPTION OF ALL THAT CERTAIN TRACT OF LAND LYING AND BEING SITUATED IN THE RICHARD CARTER LEAGUE, ABSTRACT NO. 8, COLLEGE STATION, BRAZOS COUNTY, TEXAS. SAID TRACT BEING THE SAME TRACT OF LAND AS DESCRIBED BY A DEED TO J. Plan P. MILES CONSTRUCTION CORPORATION RECORDED IN VOLUME 10753, PAGE 260 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS. Amendment:! SAID TRACT BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING AT A V2 INCH IRON ROD SET ON THE NORTHWEST LINE OF UNIVERSITY OAKS BOULEVARD (CALLED 60' R.O.W.) MARKING THE EAST Gezzeral Notes: CORNER OF LOT 1, BLOCK 1, REPLAT OF PLANTATION OAKS SECTION ONE ACCORDING TO THE PLAT RECORDED IN VOLUME 311, PAGE 179 OF THE DEED RECORDS OF BRAZOS COUNTY, TEXAS. FOR REFERENCE, CITY OF COLLEGE STATION GPS MONUMENT NO. 122 BEARS: N 87° 21' 32" W FOR A DISTANCE OF 7753.45 FEET; it THENCE: N 281 31133" W ALONG THE NORTHEAST LINE OF SAID BLOCK 1, AT 134.66 FEET PASS A V2 INCH IRON ROD FOUND MARKING THE COMMON CORNER OF SAID LOT I AND LOT 2 OF SAID BLOCK 1, CONTINUE ON FOR A TOTAL DISTANCE OF 594.34 FEET (PLAT CALL: N 25° 08'18" W - 594.34 FEET, 311/179) TO A 3/8 INCH IRON ROD FOUND MARKING THE NORTH CORNER OF SAID BLOCK 1 AND THE EAST CORNER OF A CALLED 0.469 ACRE TRACT OF LAND AS DESCRIBED BY A DEED TO DERRYL GLENN SCHROEDER AND WIFE, LEA ANN SCHROEDER RECORDED IN VOLUME 2985, PAGE 56 OF THE OFFICIAL PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS; THENCE: N 270 29 08" W ALONG THE NORTHEAST LINE OF SAID 0.469 ACRE TRACT FOR A DISTANCE OF 62.22 FEET (DEED CALL: N 240 00'06" W - 62.00 FEET, 10753/260) TO A 3/8 INCH IRON ROD FOUND MARKING THE SOUTH CORNER OF A CALLED 0.944 ACRE TRACT OF LAND AS DESCRIBED BY A DEED TO PAUL MATHEW BURNHAM RECORDED IN VOLUME 6844, PAGE 147 OF THE OFFICIAL. PUBLIC RECORDS OF BRAZOS COUNTY, TEXAS; THENCE: N 430 00'38" E ALONG THE SOUTHEAST LINE OF SAID 0.944 ACRE TRACT FOR A DISTANCE OF 140.31 FEET (DEED CALL: N 450 54'28" E - 140.13 FEET, 10753/260) TO A '/2 INCH IRON ROD FOUND ON THE SOUTHWEST LINE OF; EARL RUDDER FREEWAY - STATE 'HIGHWAY NO. 6 (R.O.W. VARIES) MARKING THE EAST CORNER OF SAID 0.944 ACRE TRACT; CARL THENCE: S 20° 13'45" E ALONG THE SOUTHWEST LINE OF EARL RUDDER FREEWAY FOR A DISTANCE OF 708.39 FEET (DEED CALL: S 16° 53'58" E - STgTE HIGHWAY FREEW 709.16 FEET, 10753/260) TO A '/ INCH IRON ROD SET ON THE NORTHWEST LINE OF UNIVERSITY OAKS BOULEVARD. FOR REFERENCE, A V2 INCH �GHIN,gY AY S. IRON ROD FOUND ON THE SOUTHEAST LINE OF UNIVERSITY OAKS BOULEVARD AND THE SOUTHWEST LINE OF EARL RUDDER FREEWAY BEARS: R' �' W, VARIES NO• 6 S 200 13' 45" E FOR A DISTANCE OF 62.02 FEET; CESS/FIC TRANSP ATjON: M, ORTATJON USER ARTERAI THE S 64UND S61°28 ' 27" W ALONG THE NORTHWEST LINE OF UNIVERSITY OAKS BOULEVARD FOR A DISTANCE OF 32.16 FEET EED CALL: THENCE: O i FRE AY 4T' W - 32.14 FEET, 10753/260) TO THE POINT OF -BEGINNING CONTAINING 1.27 ACRES OF LAND, MORE OR LESS, AS SURVEYED YED ON THE GROUND AUGUST 2012 SE PLAT PREPARED AUGUST, 2 01 2 FOR MORE DESCRIPTIVE INFORMATIO N. BEARING SYSTEM SHOWN HEk�; EINIS BASED MGREU_- NORTH AUGUST, BY GPS OBSERVATION. - - -" N 28'31'33" W 594.34' MEASURED N 2508'18" W 594.34' PLAT CALL, 311/179 O OZ ":) J Q� ti°sem � ���J� \ X00 \ A; W-12 private grinder`f�i ' Pump Station v c.� �J11 ^N oQo < w W w m ^, \ , :' _60 ? J = v�cr0=�ti CD N /QQ flo20 Q Z /eo< UJ Jj d ' U ry Ln vC �� No. Revision/Issue �PZ �`j �� J ' _ Firm Name and Address: �o�=� kV�-4ZZ Oyu- $'J,4 10 �glneafl �4i J� S °2 �O $ 02� PO Box 5192 -Bryan, Texas - 77805 ti S S� Wit" CP \ 979-739-0567 www.T4Engmeermg coj Firm 9951 Row • S�RE� 5p' �OCpL 508 / SS�F�CP� us GEN�'RP �CA N Project Name and Address: Earl Rudder University Oaks R CarterA801, Tract 19---1.27AC College Station, Brazos County, Texas Date: Sheet: Sep 2012 see: Sep As Noted I A 0 0 0 1 N U N O L- LL w j N 27'20'08" W 62.22' / MEASURED N 24T0'06" W 62.00' X02 Q DEED CALL, 10753/260 ��J=O 3�0 off? Q� � ,J�O ro J 2 O I Vicinity Map: I PROJECT LOCATION N 28'31'33" W 594.34' MEASURED N 25'08'18" W 594.34' PLAT CALL, 311/179 v O J� ti°sem pi=p 4P m Proposed ,`_ Force Main via JAt Directional Bore .f pZ�2 �.0Vv J J V % 400 Q =O& LU M A^ _ 60a Z0 U coon - No. No. Revision/Issue' Date \v. ,�.���Q� roe o v Qv= /`� ��� Drat Name and Address: �� OJ N� QJ ' JO / o Q�' Q4 / Sia �oQ \?6 -C PRO R p o � 5 Rsv vRgPN / / 5xv E G�NERP a � 141 \ PO Box 5192 - Bryan, Texas - 77805 979-739-0567 www.J4Engincering.com Firm# 9951 N Project Name and Address: CP Earl Rudder University Oaks R CarterA801, Tract 19---1.27AC College Station, Brazos County, Texas Date: Sheet: Sep 2012 Scale: Exhibit As Noted I A OF III LEGEND \'__-�PHASE 13 II II VILLAGES OFINDIAN LAKES III ACREAGE CALCULATIONS II � �\ \ \ � p... o ,.� �„ \ \OT 4 sRazos couNly. TEXAS ABBREVIATIONS OT 4 Hydrant M /i PREPARED BY: ENGINEER/SURVEYOR: SMILING MALLARD DEVELOPMENT -LTD. MCGLURE & BROWNE ENGINEERING M 3608 EAST 29TH STREET SUITE 100 1008 WOODCREEK DRIVE SUITE 103 TE _ NO S _ A _ - BRY N EX COLLEGE STATION TEXAS 77845 . M 4 97� $4 4384 97 383 _ 6 9 693 8 b c> > _ c 0 {_ 1 BA TRUE M SIS OF BEARINGS IS R E NORTH OBTAINED BY SOLAR , ,. _Existing \ / OBSERVATION. S 37 E / 6" Waterline M jM 6 2. NO LOT LIES WITHIN THE ZONE "A" SPECIAL FLOOD HAZARD AREA 9, 7.7'3 G / / re Hydrant M so 4A9.70 S� / - INDICATED ON THE F.E.M.A. FLOOD INSURANCE RATE MAP FOR (MONUM NT # 152) BRAZOS COUNTY, TEXAS AND INCORPORATED AREAS. COMMUNI1Y7 , \ 3b i N0. 480083, PANEL N0. 0215C, MAP N0. 48041 CO251 C. v 3 / \> wM M M M M M w w ' SA / 'ok NOT DETERMINED FOR ZONE "A". . . B o 7 / 2 \� P EFFECTIVE DATE: JULY 2 1992. BASE FLOOD ELEVATIONS ARE 3 3. THERE IS A 16' PUBLIC UTILITY EASEMENT AND A 10' / / \ �' 3 3 NASAZ I BLUFF DRI E 9' 10, H.O.A. sm t. I w HOMEOWNER'S ASSOCIATION EASEMENT ALONG THE RIGHT OF WAY / \ (70 R.O.W. N 24' PVmt., ExistI g) 203 FRONTAGE OF ALL LOTS. LOT' 4. THERE IS A 20' PUBLIC UTILITY EASEMENT CENTERED ON ALL N 389 08'06ff" E - 209.14 o M SIDE AND A 10' PUBLIC UTILITY EASEMENT ON ALL REAR LOT \ / \ �� , LINES. .O. LOC K / - s 71 179.71 1 P. U. E. L 5. BUILDING LINE SETBACKS ARE ASS Landscape m t. FOLLOWS: 3 A / \ ^ B LO K 25 FRONT SETBACK: 50 \ / ) I ` 1 ' � -r� ' � P SIDE SETBACK: 15' Q 16 P. U. E o/ I 4 AC REAR SETBACK: 25 �• 10 H. 0. A. Esm t. \ r n �� L T4 o / 6. FRONT, REAR, AND SIDE SETBACKS SHALL CONFORM TO THE s `1� / Landscape Esmt. SPECIFICATIONS OF SUBDIVISION PLATS AS ESTABlrISHED BY THE �`, / \ I I P O B L ' I ' CK 25 COMMISSIONERS COURT, BRAZOS COUNTY,:, TEXAS,c' FOR _ P. U. E N ..� , _ L ' OF SUBDIVISIONS SITUATED OUTSIDE THE BOUNDARIES OF ANY � OT 2. - - >.. : - ,, �p o I � � I � 20 P. . E. I � _. 0 P. U.E. INCORPORATED TOWN OR CITY IN BRAZOS COUNTY, TEXAS. / N cD Jtt ; 7. CONTOURS BASED ON DATA PROVIDED BY THE CITY OF COLLEGE \ / L C K 2 5 N L i ' �Jy STATION. ,6, j'• \ / / 00I I BLP K ' L 213.56 8. ALL LOTS IN PHASE 14 ARE TO HAVE INDIVIDUAL ON SITE SEWAGE •6' // 20' U.E. 5 AC I I IN3 21.3.50' - _ • • FACILITIES. I ( . � AC !O � o . .. -42 7.0 1 9. ALL LOTS ARE SUBJECT TO THE REQUIREMENTS AND RESTRICTIONS I O 5 30 0 I I _ �� RESTRCT ONS OF THE OSUBDN VISION. CONDITIONS, RESERVATIONS, AND 1 . 1?• ��8----_-J L_---214.45'_ 10. THERE IS A MINIMUM 50 WIDE DRAINAGE BUFFER (25 ON EACH �7� SIDE OF THE CENTERLINE OF ALL DRAINAGE WAYS). SEE THE • ' DEED RESTRICTIONS OF THE SUBDIVISION FOR ADDITIONAL N 86 26 '/`/ 89 OS 214.45' INFORMATION. 8 .48 , 11. H.O.A. EASEMENTS ALONG ALL STREETS RUN PARALLEL TO AND / 1 ADJACENT TO THE PUBLIC UTILITY EASEMENTS SHOWN HEREON. H.O.A. EASEMENT ACTIVITIES AND/OR INFRASTRUCTURE WILL BE o REFERENCED IN THE DEED RESTRICTIONS OF THE SUBDIVISION. 12. NOTES FROM THE BRAZOS COUNTY HEALTH DEPARTMENT: NOT TO SCALE a.) ALL LOTS SERVED BY AN OSSF MUST COMPLY WITH .VICINITY MAP COUNTY AND STATE REGULATIONS. NO OSSF MAY BE INSTALLED ON ANY LOT WITHOUT THE ISSUANCE OF AN "AUTHORIZATION TO CONSTRUCT" ISSUED BY THE BRAZOS COUNTY HEALTH DEPARTMENT UNDER THE PROVISIONS OF THE PRIVATE SEWAGE FACILITY REGULATIONS ADOPTED BY THE COMMISSIONERS COURT OF BRAZOS COUNTY' ,- . in . e vel o e L td. 4s PURSUANT TO THE PROVISIONS OF SECTION 21.084 OF THE N m I a/ ar TEXAS WATER CODE. NO OSSF DRAIN FIELD IS TO U l t2 cr Tr ENCROACH ON THE 100 -FOOT SANITARY ZONE OF PRIVATE p WATER WELLS OR 150 FEET OF PUBLIC WATER WELLS. A SANITARY ZONE MUST BE CLEARLY DELINEATED AROUND ALL EXISTING PUBLIC OR PRIVATE WELLS ON THE SUBDIVISION PLAT OR WITHIN 150 FEET OF THE SUBDIVISION BOUNDARY. b.) ALL LOTS WILL BE REQUIRED TO HAVE A SITE/SOIL SCALE : 1" = 1,500' EVALUATION ON FILE WITH THE BRAZOS COUNTY HEALTH DEPARTMENT BEFORE ON-SITE SEWAGE FACILITY MAY BE CONSTRUCTED. 1 » 0 c.) ON-SITE SEWAGE FACILITIES DISPOSAL AREAS SHALL NOT ENCROACH THE 100 FOOT OR THE 150 FOOT SANITARY ZONE OF A PRIVATE OR PUBLIC WELL, RESPECTIVELY. A SANITARY ZONE MUST BE CLEARLY DELINEATED AROUND ALL EXISTING WELLS ON THE PLAT. 13. WELLBORN SPECIAL UTILITY DISTRICT WILL PROVIDE WATER PRELIMINARY PLAN SERVICE FOR THE SUBDIVISION. BRYAN TEXAS UTILITIES WILL PROVIDE ELECTRIC SERVICE FOR THE SUBDIVISION. „ E 14. 1/2" IRON RODS SHALL BE SET AT ALL CORNERS UNLESS OTHERWISE INDICATED. 15. EXISTING LAND USE: VACANT/AGRICULTURAL CURVE TABLE LINE TABLE PROPOSED LAND USE. SINGLE FAMILY RURAL RESIDENTIAL CURVE DELTA RADIUS LENGTH TANGENT CHORD BEARING CHORD LINE BEARING DISTANCE C1 59° 21'52" 310.00' 321.19' 176.69' S 610 10'58" E 307.02' Li S 09° 56'46" E 97.50' 16. LOTS 1 AND 2 ARE PREDOMINATELY UNWOODED WITH LIMITED C2 80° 55'08" 25.00' 35.31' 21.32' S 50° 24'20" E 32.45' L2 N 09° 56'46" W 97.55' VEGETATED AREA, LOT 3 IS DENSELY VEGETATED WITH LIMITED OPEN ° ° AREA, AND LOTS 4 AND 5 ARE DENSELY VEGETATED. C3 23 28 01 265.00 108.54 55.04 S 01 47'15" W 107.78 C4 12° 20' 45" 335.00' 72.18' 36.23' N 03° 46' 23" W 72.05' PHASE XIV 17. THE "FUTURE STREET" WILL BE PLATTED AND CONSTRUCTION AS C5 80° 51'21 " 25.00' 35.28' 21.30' N 30° 28'55" E 32.42' j PART OF A FUTURE PHASE. LOCATION WITHIN INDIAN LAKES --- --` \ l ADJUST WIDTH & TIE INTO EXISTING SIDEWALK RAMP FLUSH w/#4 DOWELS 0 12" O.C. � \ \ ELECTRICAL / \ \\ \ STUB -OUT / a � t 0 20 40 \ \ \\ f SCALE: 1" = 20' \ / \ \ A.1. -- ------ �` LOT 2 \, BLOCK 1 1 \ \\ 1 �\ (6.08 ACRES) \\ � R=656.00' \ \ � D=62'12'41 A A=712.28' \ / / T=395.81' Y �6 CHORD=677.80' BEAR=S 10 4819 W \ EXISTING 8" ` \ WATER LINE 0 10' P.U.E. / % TIE INTO EXISTING URB \ \ \ (3490/269) / / T INLET FLUSH w/#4 DOWELS ,@ 12 O.C., \ 30' BUFFER YARD \ (3490/269) u,\ CABLE BOX ATMOS GAS RISER EXISTING 16" 0 ` / \ / • WATER LINE / \ �\ GN \ v� 1p. A EXISTING 6" V \ "h+ SANITARY SEWER \ \ Ilk* V \_.5 SIDWALK LOCATED 3 \ \ LP OFF B.O.C. - SEE B/CS DETAIL SW1-02 \ ADJUST VALVE BOXES, METER 1/2"\ BOXES, ETC... TO BE FLUSH I.R.F. \ss\ w/SIDEWALK (TYPICAL) M.H SSS CO ADJUST WIDTH &TIE INTO / N EXISTING SIDEWALK RAMP FLUSH % w/#4 DOWELS Co? 12" O.C. SIDEWALK IMPROVEMENT SYMBOL & LINE LEGEND 0 POWER POLE 0 LIGHT POLE GUY WIRE ANCHOR EW GAS PIPELINE RISER MwV WATER VALVE ®wM WATER METER nM DCV DOUBLE CHECK VALVE Z Ev ELECTRIC VALVE V BV BALL VALVE ®EM ELECTRICAL TRANSFORMER 9GM GAS METER OMH MANHOLE OC -0. CLEANOUT 41FH FIRE HYDRANT ®n' TELEPHONE PEDESTAL AI AREA INLET 13 JUNCTION BOX - - - BUILDING SETBACK LINE ------- PROPERTY LINE -------- EASEMENT LINE P.U.E. PUBLIC UTILITY EASEMENT PLAN NOTES: 1. REFER TO B/CS DETAIL SHEET SW FOR STANDARD SIDEWALK DETAILS. STOP! CALL BEFORE YOU DIG TEXAS ONE CALL SYSTEM 1-800-245-4545 (AT LEAST 72 BOORS PRIOR TO DIGGING) WARNING!!: THE CONTRACTOR IS TO LOCATE AV AND All. LTILTTIFS PRIOR TO CONSTRUCTION A\D IS SOLELY RESPONSIBLE FOR ALL DAMAGES TO EXISTING UTILITIES DUE TO ANY CONSTRUCTION ACTIVITY. CROSS SLOPE ---' 2'_j MIN. ;+ r4 CROSS SLOPE. 1 CR05S5i,CiPE SIDEWALK �,ALMEN. 29•'a to 4°'o- 27/a MAX., 7 fcl PAVEMENT NOTE: THIS DOES NOT TAKE INTO ACCOUNT DRAINAGE REQUIREMENTS - BERMS MAY BE REQUIRE=D OUTSIDE OF THE SIDEWALK. ��� ptv� q, v QI45 i` 1----PERTAS 7 <, STANDARDS F �r 4E1) FW�XI1C SLOPE V F T IRFV1FNT�I NOTE=S: 1. SIDEWALK PLACEMENT SHALL BE IN ACCORDANCE WITH B1CS UNIFIED DESIGN GUIDELINES. 2. FINISH: LIGHT BROOM FINISH. JOINTS TO BE TOOLED 1" DEEP AT AN INTERVAL EQUAL TO T14E SIDEWALK W1 [DTH. EXPANSION JOINTS 44 0.C. CONTRACTION JOINTS @ 4.0.C. 3. DOWEL IN AND TIE TO ANY CONCRETE STRUCTURE ADJACENT TO SIDE=WALK (DRIVEWAY, INLET BOX, CURB, JUNCTION BOX, ETCJ WITH #3 x 12" BARS @ 12" O.C. OR #4 x 12" MARS @ 118" O.C. 4. COMPACTION: COMPACTED SUBGRADE MATERIAL COMPACTED TO A DENSITY AT LEAST 98% OF MAXIMUM DRY DENSITY AS DETERMINED BY PROCTOR COMPACTION TEST ASTM D693 (STANDARD) AND SHALL BE 04% WET OF THE OPTIMUM MOISTURE CONTENT 6. A MINIMUM CLEAR PEDESTRIAN WIDTH AS DEFINED BY -TAS AND AICA SHALL 8E PROVIDED FOR ENTIRE LENGTH OF SIDEWALK. SEAL WITH EXPANSION JOINT MATERIAL , - SMOOTH DOWEL BAR 112"0 X 18",12" O.C. 114" R COATED WITH HEAVY \, � 'F--314// (COATED 3'-0" MIN. ARIES-' _ - 1�,• 2% MAX. RECYCLED MATERIAL, 112"`` -BEE NUTS 4 THICK AS MANUFACTURED BY J.D. RUSSELL CO. OR 3" LONG METAL OR PLASTIC CAP, INSIDE APPROVED EQUAL 4 DIAMETER TO 13E 7178" GREATER -THAN DIAMETER OF DOWEL BAR, CAP MUST #3 BARS @12" O C.EE.W, TDR-` `-2B-DAY CONCRETE BE LONG ENOUGH TO COVER 2"OF #4 BARS � IS" U.C.E.W. STRENGTH = SID00 PSI DOWEL AND HAVE STOP $O END OF I'4" THICK MIN.1 CAP IS 1" FROM END OF BAR. SEE FINISH NOTE SIDE NAV kL EX'PAN ION ALONG LOCAL� FREE -TS 4x4 x3116" STRUCTURAL STEEL TUBING .3'-0" MINT .0" - -VARIES-=-; ` SAWED WITH FORMED, 6 , -�=t 3' Q.C. MAXIMUM �+--8' C.C. MA?tll5'lUM-•-t- -�--•-'12" O.C. 1}13„ TO 3118" SEAL WITH EX#'ANSI[iN 1 JOINT MATERIAL, MIN. x : 2% MAR. rKr`szr--_ �t'y y,`��`'•-SEE NATE 4 �_ 7607 EASTMARK DR., STE. 252 <77840> ?OST OFFICE BOX 9253 _-OLLEGE STATION, TEXAS 77842 1MAIL: civil@rmengineer.com DFFICE - (979) 764-0704 FAX - (979) 764-0704 TEXAS FIRM REGISTRATION No. F-4695 SURVEYOR KERR SURVEYING, LLC 409 NORTH TEXAS AVENUE BRYAN, TX 77803 OFF: (979) 268-3195 FAX: (979) 691-8904 alD" - - 4., \, MARK DATE DESCRIPTION 1 { - F #3 BARS t@i 12" Q.C.E.W. RLRN3a s P#4 BARS%18" Q.C.€.W. STEN AY HSI - (4 -THICK MIN.) SUBSTANTIALLY SEE FINISH NOTE CO �IU�TIONJOINT COMPLETE y ' + y'! 4"x2"x3176" STRUCTURAL STEEL. TUBING __ '- 4"x4"x3116" STRUCTURAL -1•'x1 'x3Fi6" STRUCTURAL STEEL TUBING / ;���� , STEELTUBING AONG MtNOA COLLECTORS I���E� FOR SEE CONNECTION DETAIL�....,,.. SWEEPSAND MAX MIN 14• 4 ; INTONC. SI EWA AND !�.Rc� CONSTRUCTION CONC. Sf�}E1`'�ALK - �" .�..� _ 9/'12/'12 v 112" DIA. BOLT TATI�:AL PE�DE;STRUN ` T = o- mA L `�•; CONSTRUCTION DRAWINGS ACCEPTABLE - , TRAFFIC RATED �, `-�, - VARIES, -� ISSUED PRIOR TO THIS , J I ��? y\. REPLACED BY Fs,w1_01PAVER MATERIAL 1:. :'Mr+x,. . ,.,.:. i DATE E \ `, _ THIS SIT & SHOULD NOT UNLILU -NOT LS: .I S: -1" MAX- SAND LAYING COURSE t� ` --SEE NATE 4 BE USED FOR •'S' CONSTRUCTION. ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED BY CONSTRUCTION : SEE= NOTE* 3� yy CONSTRUCTION. SHALL BE ADEQUATELY BLOCK SODDED -UR i1YDROMULCHED AND WATERED UNTIL GROWTH IS ACCEPTABLE ';� ► OF XX ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS IS PRESENT, BLOCK SOD WILL BE REQUIRED, TRAFFIC RATED y 28 -DAY CONCRETE ,r �P�� • - • . �Xq d� PAVER MATERIAL #3 BARS @, 12" O.C.E.W. OR ' STRENGTH H = 300(1 PSI 5 d BARED AREAS SHALL BE SEEDED OR SODDED WITHIN 14 DAYS OF LAST DISTURBANCE. T14 BARS c_,� 1$ fD.C.t*.iN. SEE HICFINISH NOTE -)r # •-•• ,• kt�aT APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE ENTIRE TIME THAT EARTH HAS 1a NVALK 1 ���` l ill �L�T� �T / ?�` • . - :'k g� i � r, , BEEN BARED BY CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH 15 ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND THEN REMOVED BY CONTRACTOR.ALO- � _ . ABO CA _ INOR COLLECTORS ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER EVERY RAIN. 0 ° • • O .- •<v�i ALL TRAFFIC SIGNALS AND APPURTENANCES, AND ALL PAVEMENT MARKINGS AND MARKERS SHALL BE IN AI,L♦ Li�RGR I ,c• /CE NSA, • .• ACCORDANCE WITH TXDOT STANDARDS , j / �y ���'' �1 �� r i ss/ONAL.E��d`r REFER TO SPEC 31 17 23.23 (PAVEMENT MARKINGS) FOR ADDITIONAL LOCAL REQUIREMENTS. �.� Ol ' �� 1 E SID 1'..�Nk` A I� 11\\3��`►�� GENERAL CONSTRUCTION NOTES: GENERAL CONSTRUCTION N NOTES (con td): d°� 1. THE CONTRACTOR SHALL PROMPTLY NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THESE PLANS AND OTHERO 14. PROPOSED SIGNS, OR THOSE WHICH REQUIRE RELOCATION, SHALL BE DONE IN ACCORDANCE TO THE FOLLOWING CONSTRUCTION DRAWINGS OF DIFFERING DISCIPLINES &SPECIFICATIONS. STANDARDS: SMD (GEN) -02 & SMD (SLIP -1)-02 THRU SMD (SLIP -3)-02. 2. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF THE EXISTING UTILITIES AS SHOWN ON 15. THE TEXAS UNIVERSAL TRIANGULAR SLIP BASE SIGN SUPPORTS WILL BE REQUIRED FOR ALL SIGNAGE WITHIN THESE CONSTRUCTION PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS RIGHT-OF-WAY. W TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED UPON AS BEING EXACT OR COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO AVOID ALL EXISTING UTILITIES AND REPAIR ANY DAMAGED LINES, AT HIS OWN EXPENSE, WHETHER THE UTILITY IS 16. THE CONTRACTOR SHALL NOT CREATE A DIRT NUISANCE OR SAFETY HAZARD IN ANY STREET. THE PAVEMENT SHALL BE H j SHOWN ON THE PLANS OR NOT. THE CONTRACTOR SHALL NOTIFY THE APPROPRIATE UTILITY COMPANY 48 HOURS PRIOR TO ANY CLEANED DAILY. EXCAVATION. THE CONTRACTOR SHALL ALSO NOTIFY THE ENGINEER IF DESIGN CHANGES NEED TO BE MADE IN THE FIELD. 17. ADEQUATE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION AND ANY DRAINAGE DITCH OR z Z CONTACT INFORMATION:STRUCTURE DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO EXISTING CONDITIONS OR BETTER. TEXAS ONE CALL: 800-245-4545 N H p j LONE STAR ONE CALL: (800) 669-8344 18. THE CONTRACTOR SHALL COORDINATE ALL FENCE REMOVAL AND REPLACEMENT WITH TIE DEVELOPER. J " ZU j TEXAS EXCAVATION SAFETY SYSTEM (DIGTESS): (800) 344-8377 Z LiI g U CoCS: ELECTRICAL DIVISION - (979) 764-3660 19. THE CONTRACTOR AGREES TO REPAIR ANY DAMAGE TO THE PUBLIC RIGHT-OF-WAY IN ACCORDANCE WITH THE W0 ; O CoCS: WATER & SEWER DIVISION - (979) 764-3435 STANDARDS OF THE APPLICABLE REGULATORY AGENCY. H ,^ O < BRYAN TEXAS UTILITIES (BTU): ELECTRICAL DIVISION - (979) 821-5865 V) co x VERIZON: BRENDA VAJDOK - 979 821-4770 20. THE CONTRACTOR SHALL PROTECT ALL MONUMENTS, IRON PINS, AND PROPERTY CORNERS DURING CONSTRUCTION. T tr �/ 0 �I S ( ) Q U - ATMOS ENERGY: KIMBERLY WINN - (979) 774-2506 (V p EXXON -MOBILE: MICHAEL HLUZA - (281) 591-3720 DIMENSIONAL CONTROL NOTES: z a SEMINOLE PIPELINE: JIM ROLAND - (979) 421-0460 WQ I- CITGO GAS: DOUG CLINE - (713) 416-1289 O IL ENERGY TRANSFER PIPELINE: BENNY LOYD - (979) 820-5751 1. THE CONTRACTOR MAY OBTAIN AN ELECTRONIC COPY OF THE SITE PLAN FOR CONSTRUCTION PURPOSES. THE = W SUDDENLINK: MIKE LAVENDER - (979) 846-2229 ELECTRONIC FILE AND INFORMATION GENERATED, BY RME CONSULTING ENGINEERS (RME), OR THIS PROJECT IS CONSIDERED r , ^ Ld BY RME TO BE CONFIDENTIAL. WHEN ISSUED, IT'S USE IS INTEND SOLELY FOR THE IND (DUAL OR ENTITY TO WHICH IT IS T J 3. CONTRACTOR TO VERIFY ALL UNDERGROUND UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION. ADDRESSED. THIS MATERIAL IS INTENDED FOR USE BY THE RECIPIENT NAMED, ONLY, AND PERMISSION IS NOT GRANTED TO 0 j THE RECIPIENT FOR DISTRIBUTION OF THESE DOCUMENTS IN ANY FORM OR FASHION. THE RECIPIENT UNDERSTANDS THAT THIS w V 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING UTILITIES OR SERVICE LINES THAT ARE DATA IS AUTHORIZED "AS IS" WITHOUT ANY WARRANTY AS TO ITS PERFORMANCE, ACCURACY, FREEDOM FROM ERROR, OR AS W CROSSED OR EXPOSED DURING CONSTRUCTION OPERATIONS. WHERE EXISTING UTILITIES OR SERVICE LINES ARE CUT, BROKEN, OR TO ANY RESULTS GENERATED THROUGH ITS USE. THE RECIPIENT ALSO UNDERSTANDS AND JAGREES THAT RME, UPON RELEASE DAMAGED, THE CONTRACTOR SHALL REPAIR OR REPLACE THE UTILITIES OR SERVICE LINE WITH THE SAME TYPE OF MATERIAL AND OF SUCH DATA, IS NO LONGER RESPONSIBLE FOR THEIR USE OR MODIFICATION. THE USER AND RECIPIENT OF THE W CONSTRUCTION OR BETTER; THIS MATERIAL AND WORK SHALL BE AT THE CONTRACTOR'S OWN EXPENSE. ELECTRONIC DATA ACCEPTS FULL RESPONSIBILITY AND LIABILITY FOR ANY CONSEQUENCES A (SING OUT OF THEIR USE. W 5. DURING THE EXECUTION OF THE WORK, THE CONTRACTOR SHALL MAINTAIN THE PROJECT SITE IN AN ORDERLY AND ACCEPTABLE 2. ALL DIMENSIONS SHOWN ARE TO BE USED IN CONJUNCTION WITH THESE PLANS FOR LOCATING ALL IMPROVEMENTS AND T MANNER AS FAR AS PRACTICAL. THE CONTRACTOR SHALL CLEAN AND REMOVE FROM THE PROJECT AREA ALL SURPLUS AND SHALL BE FIELD VERIFIED BY THE CONTRACTOR FOR WORKABILITY PRIOR TO CONSTRUCTION OF IMPROVEMENTS. DISCARDED MATERIALS, TEMPORARY STRUCTURES, AND DEBRIS OF ANY KIND AND SHALL LEAVE THE PROJECT SITE IN A NEAT AND ORDERLY CONDITION. ALL CLEAN UP WILL BE DONE TO THE SATISFACTION OF THE ENGINEER. 3. UNLESS OTHERWISE SHOWN, ALL DIMENSIONING IS TO THE BACK OF CURB OR EDGE OF PAVEMENT, WHICHEVER IS APPLICABLE. 6. CONTRACTOR SHALL COMPLY WITH LATEST EDITION OF OSHA REGULATIONS AND THE STATE OF TEXAS LAWS CONCERNING EXCAVATION. 4. THE BOUNDARY SURVEY WAS PROVIDED & PERFORMED BY KERR SURVEYING, CO (COLLEGE STATION, TX). CLIENT INFORMATION 7. A COPY OF THE APPROVED CONSTRUCTION DRAWINGS MUST BE KEPT ON SITE AT ALL TIMES THROUGH OUT THE ENTIRE MAE DEAN WHEELER, SUCCESOR TRUSTEE DURATION OF CONSTRUCTION OF THIS PROJECT. CONTRACTOR SHALL MAINTAIN A SET OF REDLINE DRAWINGS, RECORDING AS -BUILT RECORD DRAWING 1/12 c/o RON COWE CONDITIONS DURING CONSTRUCTION. THESE REDLINE MARKED UP DRAWINGS WILL BE SUBMITTED TO THE DESIGN CONSULTANT WHO 1919 WHITNEY WILL MAKE THE CHANGES ON THE ORIGINAL TRACINGS, LABELING EACH SHEET IN THE SET AS "RECORD DRAWINGS", AND RETURNING HOUSTON, TX 77006 SAME TO THE CITY ENGINEER.CERTIFICATION: OFF: (713) 355-5355 FAX: (713) 355-1082 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SAFEGUARDING AND PROTECTING ALL MATERIAL AND EQUIPMENT STORED ON THE EMAIL: garcia@mdwheelercompanies.com JOBSITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE STORAGE OF MATERIALS IN A SAFE AND WORKMANLIKE MANNER TO I, CALEB VENABLE. GENERAL CONTRACTOR FOR THE UNIVERSITY PREVENT INJURIES, DURING AND AFTER WORKING HOURS, UNTIL PROJECT COMPLETION. OAKS, SECTION TWO LOTS 14131 & 14132 DEVELOPMENT, FILENAME: 0474SWlA I SCALE: 1"=20' 9. CONTRACTOR SHALL SAW CUT REMOVE AND REPLACE CONCRETE PAVEMENT, CURB AND GUTTER AS REQUIRED TO CONSTRUCT CERTIFY THAT THE IMPROVEMENTS SHOWN ON THIS SHEET WERE SUBMITTED DATE: 9/12/12 ACTUALLY BUILT, AND THAT SAID IMPROVEMENTS ARE SHOWN DRAWN BY: R.A.M. PROPOSED IMPROVEMENT(S). SUBSTANTIALLY HEREON. 1 HEREBY CERTIFY THAT TO ITHE BEST 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PAY FOR AND OBTAIN ALL REQUIRED PERMITS AND INSPECTION OF MY KNOWLEDGE, THAT THE MATERIALS OF CONSTRUCTION AND CHECKED BY: R.A.M. �I APPROVALS FOR ALL WORK SHOWN. SIZES OF MANUFACTURED ITEMS, IF ANY ARE STATED CORRECTLY FIELD BOOK: N/A PAGES: N/A HEREON. RME CONSULTING ENGINEERS 11. ANY ADJACENT PROPERTY AND RIGHT-OF-WAY DISTURBED DURING CONSTRUCTION WILL BE RETURNED TO THEIR EXISTING CONDITIONS OR BETTER. CLIENT NO. PROJECT NO. 12. ALL WORK WITHIN THE COUNTY OR CITY RIGHT-OF-WAY SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE STANDARDS 197 - 0474 AND SPECIFICATIONS AS TO THE INSTALLATION AND EROSION CONTROL PROTECTION. GENERAL CONTRACTOR 13. ALL EXPOSED DIRT SURFACES SHALL BE SEEDED /H YDROMULCH ED. YARDS WITH SODD SHALL BE RESODDED TO THE SAME CONDITIONS OR BETTER. wm01 SHEET OF 1 - II 0� i ADJUST WIDTH & TIE INTO /Cb CROSS SLO]�E ; \, EXISTING SIDEWALK RAMP FLUSH / NOTES; p w/#4 DOWELS ®12" O.C. � � �rt�� SIN. t 'F. SIDEWALK PLACEMENT STALL BE IN ACCORDANCE WIT" BtCS UNIFIED DESIGN GUIDELINES. a$ Y 1 / 40- O.C.,CONTRACTIONJOINTS ~ 4 O.G. _ 1�iN. EXPANSION } � CROSSSLOPE \6 CROSS SL.CtPE �� MAX., SIDEWALK MIN, +'� � �'. FINISH: LIGHT BI;[3f�M FINISH. ui3i�N�TS TO €5F T�7C3LIb 1'°DEEP AT AN INTERVAL EQUAL i[3 THE Sif1FWAL6t W ---.- f 2�+' 4�`° 3. i�c�i�'�1EL IN AND TIE TO ANY CONCRETE STRUCTURE ADJACENT T€) SIDEWALK (DRIVEWAY, INLET BOX„ CURB, JUNCTION BOX, ETC.) \ _ N - WITH # 3 x 11 BARS @ 12 O.C. OR # x 12 BARS c��`"i 18" O.C. { '� �Q\ LP. \ PAVEMENT CI1Fie ;� �,.,t � �._.v; �,r,,::,+ .w, j. �< , „f.�trt,,. �' }�1r�41,7, 7607 EASTMARKDR., STE. 252 <77840> \% ! 4. COMPACTION: COMPACTED SUBGRADE MATERIAL COMPACTED TO A DENSITY AT LEAST 98% OF MAXIMUM DRY DENSITY AS DETERMINED BY PROCTOR COMPACTION FEST ASTM D698 (STANDARD) AND SHALL BE 0-4%6 WET OF THE OP [MUM MOISTURE CONTENT POST OFFICE BOX 9253 \ \ LELECTRICAL 11 "`` , ^:;;+ ".-r ..r.c, ^t�„� s 6. A MINIMUM CLEAR PEDESTRIAN WIDTH AS DEFINED BY TAS AND ADA SHALL BE PROVIDED FOR ENTIRE LEN TH OF SIDEWALK. COLLEGE STATION, TEXAS 77842 STUB -OUT 81 -1 - ° EMAIL: civil@rmengineer.com SEAL WITH EXPANSION \ \ w. . ® NOTE: JOINT MATERIAL OFFICE - (979} 764-0704 \ % SMOOTH DOWEL BAR TllEs DOES N[�TTAKE INTO ACCOUNT DRAINAGE , FAX - 979 764-0704 \ \ 112 °� x 'I F1` ,12 ` t].C. �L ( } 0 20 40 \ REQUIREMENTS BERMS MAY DE REQUIRED 114" R ti (COATED WITH HEAVY I ry OUTSIDE OF THE SIDEWALK. _ - _. ~ \ � � 314" CREASE) TEXAS FIRM REGISTRATION No. F-4695 \ i 5 SCALE: 1" = 20'.. SURVEYOR 3'-Q" CAIN. \ A.I. / / - ^6 _ 2ur MAx, I KERB SURVEYING, LLC �C 1 1%,• F . f •.... , ; i `L 1 .. It• 'I fl `NOTE ! NORTH AV TEXAS ENUE BRYAN, TX RECYCLED MATERIAL, 112' EE NOTE4 � THICK AS MANUFACTURED BY J.D. RUSSELL CO. DR � 3" LONG METAL OR PLASTIC CAP, INSIDE OFF: (979) 268-3195 APPROVED EQUAL DIAMETER T{} 13E 1118" GIiEATi'ftTHAN `' FAX: (979) 691-8904 -- - _ LOT 2 \ _ , r:;` otAMI-TER OF DOWEL BAR, CAI" MUST S 5' \ / f �' 1. ?�'.K1i' ! BELONG ENOUGH TO COVER ^�"OF #3 BARS rx 12" O C.E.W. R- -28=DAY CONCRETE 6 08OACRES \ \ \ /'R=656.00" / �j�`+�r- s '" ` rs I. AND HAVE STOP 5O END OF #4 BARS 13" O.U.E.W. STRENGTH = 3000 PSI R-fi5fi 00' CAP 1 1" FROM END OF BAR. \ / - I'Iel TAS SEE FINISH NOSE \ \ \ D=fi2 t �12'41��- STANDARDS A=712.28' ' �'> - s ti t �� z _ LONG LOQVL �TLT.' T=395.81' - } ... t, T IDEAA,'. - L . L Pi\1 1ON \ \ \ CHORD=677.80" ALK. SLOPE RE 'I1�E IE TS ,- +�' :�Ti-00��TI� ? ''1�I N F CHORD --677.80 L ON 1 \ \ \ \ BEAR=S 10'48'19" W , �� >\ EXISTING 8" / \ \� -`s -4"x4"x3116" STRUCTURAL STEEL TUBING T-0" MIN, _ ' \ \ WATER LINE / W O.C. MAXIMUM -1 Q.G. MAXIMUM SAWED OR EURMED. 6j•0" VARIES- �- -,-- 12" O.C. 113" T€13/1 {i�, SEAL, WITH EXPANSION ' JOINT MATERIAL, MIN.Cb .-. 2" MAY -- EXISTING \ \ / 1 �,`�-SEE NOTE 4 / TIE INTO EXISTING CURB MARK DATE DESCRIPTION 10' P.U.E. (3490/269) / \/ INLET FLUSH w/#4 I j #3 BARS @ \ \ \ �\ �\ \ \ / / ♦_` , i'\\\ \\\\ O // iE_= -a- 12 28 -DAY CONCRETEDOWELS� 12" O.C. #4 BARS @ 18" a.C.E.W. STRENGTH = 3055 P Sl HICK MINJ .O.C. SUBSTANTIALLY SIDI1N'LK LONTICION JOINT &FINISH NOTE 4 x2 x3116 STRUICTURALSTEEL TUBING +4"x4"x3116" STRUCTURAL -1 COMPLETE .x1"x3116" STRUCTURAL STEEL TUBINGSTEELTJ31NG ALONG MINOR, COLLLC ORS ISSUE® FOR SEE CONNECTION Oi=1AiL MIN 8-SWEEPLLAdIN1 S 1 �- \ \ , �� N \ \ �4„ MAX 24" � A D L, RGL CONSTRUCTION SIDEWALK \ 30' BUFFER YARD p ,� . - S" ., 3-12" l \ (3490/269) Q CABLE BOX .�•.: •.. 112 DIA. SOLT �- Il- �--, 9/12/12 ' 'I AL PEDES . UA ';,, TT I CONSTRUCTION DRAWINGS \ \ ATMOS GAS / / EXISTING 16„ �1�LDL Cf:'�4'��''��br�il.s-lF, �E- _ 7.s,. - - RISER ,- WATER LINE / o TACEPTAI3L E ' n r ! I� - 4 AFFIC RATED �. °-o'° - vA l - ISSUED PRIOR TO THIS / _ PAVER MATERIAL- 'k � \ \ \ r n + DATE ARE REPLACED BY ,. THIS SET &SHOULD NOT ti \ \\ \ / " �v / / GLNL '�L N OTLS: \ '� 1" MAX. SAND LAYING � \ a 514 BE USED FOR ''-SEE NOTE 4 ♦ A \ uLL i / / \ CONSTRUC71QN. \ 9• EXISTING 6" �� / ALL AREAS WHERE EXISTING VEGETATION AND GRASS HAVE BEEN BARED BY CONSTRUCTION SEE IV�iTE 3 � \ ���ae + SANITARY SEWER\ / �1 / / SHALL BE ADEQUATELY BLOCK SODDED OR HYDROMULCHED AND WATERED UNTIL GROWTH IS � ACCEPTABLE � \ �j `\ ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS IS PRESENT, BLOCK SOD WILL BE REOUIRED, TRAFFIC RATED ! '•-28=DAY CONCRETE �A�E OF TES EARED AREAS SHALL BE SEEDED OR SODDED WITHIN 14 DAYS. OF LAST DISTURBANCE. PAVER MATERIAL fi3 €3ARS Cr41 �^" tl.C.E.I^U. Oli = � ;STRFNG T H = 31504 PSI g . •' • .,:9 e+l (4"' THICK MIN APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE ENTIRE TIME THAT EARTH HAS � ��; #4 SARS ;� 18 O.C.E.W. \ \ ♦ \ / ' SIDL a MAT SECTION� SEE FINISH NOTE BEEN DARED BY C1�NaTRtlt~TIt�N AND SHALL STAY IN PL,ACE. UNTIL ACCEPTABLE VEG[r'TA1"iVE OR�tItU�"H Ise ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND THEN REMOVED BY CONTRACTOR. / ... . Q.2' ff 1LONG MINOR COLLECTORS / RASO ALL EROSION CONTROL -MEASURES SHOULD BE CLEANED OF SILT AFTER EVERY RAIN. A. F...� ...... ...3 ..... ALL TRAFFIC SIGNALS AND APPURTENANCES, AND ALL PAVEMENT MARKINGS AND MARKERS SHALL BE IN AND- � �� � "• �� � ACCORDANCE WITH TXOOT STANDARDS � F ' •' GAN - �"'4. ���11 CONCRETE � -y 3r (_ � , 7� T f a�t SS�CNAL•'E REFER TO SPEC 31 17 23.23 (PAVEMENT MARKINGS) FOR ADDITIONAL LOCAL REQUIREMENTS. CO N C i : I E ■WIDEN` �` � L�� Is -0 5' SIDWALK LOCATED 3' OFF B.O.C. - SEE B/CS - _ DETAIL SW1-02 GENERAL CONSTRUCTION NOTES: GENERAL CONSTRUCTION NOTES (cont'd p �✓ \ _ - / // 1. THE CONTRACTOR SHALL PROMPTLY NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THESE PLANS AND OTHER 14. PROPOSED SIGNS, OR THOSE WHICH REQUIRE RELOCATION, SHALL BE DONE IN ACCORDANCE TO THE FOLLOWING \ 6�, ss CONSTRUCTION DRAWINGS OF DIFFERING DISCIPLINES & SPECIFICATIONS. z?. STANDARDS: SMD (GEN) -02 & SMD (SLIP -1)-02 THRU SMD (SLIP -3)-02. \ \ \ ADJUST VALVE BOXES, METER 2. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF THE EXISTING UTILITIES AS SHOWN ON 15. THE TEXAS UNIVERSAL TRIANGULAR SLIP BASE SIGN SUPPORTS WILL BE REQUIRED FOR ALL SIGNAGE WITHIN f 1/2„ \s BOXES, ETC... TO BE FLUSH THESE CONSTRUCTION PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS RIGHT-OF-WAY. W I.R.F. s\ w/SIDEWALK (TYPICAL) TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED UPON AS BEING EXACT OR COMPLETE. IT IS THE CONTRACTOR'S t� / \ RESPONSIBILITY TO AVOID ALL EXISTING UTILITIES AND REPAIR ANY DAMAGED LINES, AT HIS OWN EXPENSE, WHETHER THE UTILITY IS 16. THE CONTRACTOR SHALL NOT CREATE A DIRT NUISANCE OR SAFETY HAZARD IN ANY STREET. THE PAVEMENT SHALL BE V I / / \ SHOWN ON THE PLANS OR NOT. THE CONTRACTOR SHALL NOTIFY THE APPROPRIATE UTILITY COMPANY 48 HOURS PRIOR TO ANY CLEANED DAILY. 'G� Ix- / EXCAVATION. THE CONTRACTOR SHALL ALSO NOTIFY THE ENGINEER IF DESIGN CHANGES NEED TO BE MADE IN THE FIELD. 17. / M.H.' ,ss ADEQUATE QUDRAINAGE SHALL MAINTAINED SDURING ,OAND ANY DRAINAGE DITCH OR Z CONTACT INFORMATION: STRUCTUREDISTUR EDDURINGCONSTTRUCTION SHALL BE RESTORED TO EXISTING CONDITIONS ORBE TER. Q_ Of I- TEXAS ONE CALL: 800-245-4545 I.L V) :3 LONE STAR ONE CALL: O (800) 669-8344 18. THE CONTRACTOR SHALL COORDINATE ALL FENCE REMOVAL AND REPLACEMENT WITH TH I� DEVELOPER. J "' z U TEXAS EXCAVATION SAFETY SYSTEM (DIGTESS): (800) 344-8377 W 6 ADJUST WIDTH &TIE INTO � Z / EXISTING SIDEWALK RAMP FLUSH coCs: ELECTRICAL DIVISION - (979) 764-3660 19. THE CONTRACTOR AGREES TO REPAIR ANY DAMAGE TO THE PUBLIC RIGHT -OF ''WAY IN ACCORDANCE WITH 11 IE W O / CoCS: WATER & SEWER DIVISION - (979) 764-3435 STANDARDS OF THE APPLICABLE REGULATORY AGENCY. _ - > N w/#4 DOWELS @ 12 O.C. Y o , BRYAN TEXAS UTIL IMUC CALL BEFORE YOU DIG TEXAS ONE CALL SYSTE14 1-800-245-4545 (AT LF.%T 72 BOERS PRIOR TO DIGGING) WARNING!!: TRF, CONTRACTOR IS TO LOCATE ANY AND ALL L71LTTIES PRIOR TO CONSTRUCTION i\D IS SOLELY RESPONSIBLE POR ALL 114ftGES TO EXISTING UTILITIES DUE TO ANY CONSTRUCTION ACTIVITY. SIDEWALK IMPR�VEl1/IENTS I I (BTU). ELECTRICAL DIVISION - (979) 821-5865 20. THE CONTRACTOR SHALL PROTECT ALL MONUMENTS, IRON PINS, AND PROPERTY CORNERS DURING CONSTRUCTION. -� O - A/ m VERIZON: BRENDA VAJDOK - (979) 821-4770 I.L ATMOS ENERGY: KIMBERLY WINN - (979) 774-2506 �_ EXXON-MOBILE:0 O MICHAEL HLUZA - (281) 591-3720 SEMINOLE PIPELINE: JIM ROLAND - (979) 421-0460 ui DIMENSIONAL CONTROL NOTES: � © Q CITGO GAS: DOUG CLINE E (713) 416-1289 1. THE CONTRACTOR MAY OBTAIN AN ELECTRONIC COPY OF THE SITE PLAN FOR CONSTRUCTION PURPOSES. THE n- (n ENERGY TRANSFER PIPELINE: BUNNY LOYD - (979) 820-5751 � w SUDDENLINK: MIKE LAVENDER - (979) 846-2229 ELECTRONIC FILE AND INFORMATION GENERATED, BY RME CONSULTING ENGINEERS (RME), FOR THIS PROJECT IS CONSIDEREDO 0 Ld BY RME TO BE CONFIDENTIAL. WHEN ISSUED, IT'S USE IS INTEND SOLELY FOR THE INDIVIDUAL OR ENTITY TO WHICH IT IS J J 3. CONTRACTOR TO VERIFY ALL UNDERGROUND UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION. ADDRESSED. THIS MATERIAL IS INTENDED FOR USE BY THE RECIPIENT NAMED, ONLY, ANDI PERMISSION IS NOT GRANTED TO THE RECIPIENT FOR DISTRIBUTION OF THESE DOCUMENTS IN ANY FORM OR FASHION. THE RECIPIENT UNDERSTANDS THAT THIS LL OU 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING UTILITIES OR SERVICE LINES THAT ARE DATA IS AUTHORIZED "AS IS" WITHOUT ANY WARRANTY AS TO ITS PERFORMANCE, ACCURACY, FREEDOM FROM ERROR, OR AS W CROSSED OR EXPOSED DURING CONSTRUCTION OPERATIONS. WHERE EXISTING UTILITIES OR SERVICE LINES ARE CUT, BROKEN, OR TO ANY RESULTS GENERATED THROUGH ITS USE. THE RECIPIENT ALSO UNDERSTANDS AND AGREES THAT RME, UPON RELEASE DAMAGED, THE CONTRACTOR SHALL REPAIR OR REPLACE THE UTILITIES OR SERVICE LINE WITH THE SAME TYPE OF MATERIAL AND OF SUCH DATA, IS NO LONGER RESPONSIBLE FOR THEIR USE OR MODIFICATION. THE USER AND RECIPIENT OF THE W CONSTRUCTION OR BETTER; THIS MATERIAL AND WORK SHALL BE AT THE CONTRACTOR'S OWN EXPENSE. ELECTRONIC DATA ACCEPTS FULL RESPONSIBILITY AND LIABILITY FOR ANY CONSEQUENCES ARISING OUT OF THEIR USE. W 5. DURING THE EXECUTION OF THE WORK, THE CONTRACTOR SHALL MAINTAIN THE PROJECT SITE IN AN ORDERLY AND ACCEPTABLE 2. ALL DIMENSIONS SHOWN ARE TO BE USED IN CONJUNCTION WITH THESE PLANS FOR LOCATING ALL IMPROVEMENTS AND MANNER AS FAR AS PRACTICAL. THE CONTRACTOR SHALL CLEAN AND REMOVE FROM THE PROJECT AREA ALL SURPLUS AND SHALL BE FIELD VERIFIED BY THE CONTRACTOR FOR WORKABILITY PRIOR TO CONSTRUCTION IF IMPROVEMENTS. DISCARDED MATERIALS, TEMPORARY STRUCTURES, AND DEBRIS OF ANY KIND AND SHALL LEAVE THE PROJECT SITE IN A NEAT AND ORDERLY CONDITION. ALL CLEAN UP WILL BE DONE TO THE SATISFACTION OF THE ENGINEER. 3. UNLESS OTHERWISE SHOWN, ALL DIMENSIONING IS TO THE BACK OF CURB OR EDGE OF PAVEMENT, WHICHEVER IS APPLICABLE. 6. CONTRACTOR SHALL COMPLY WITH LATEST EDITION OF OSHA REGULATIONS AND THE STATE OF TEXAS LAWS CONCERNING EXCAVATION. 4. THE BOUNDARY SURVEY WAS PROVIDED & PERFORMED BY KERR SURVEYING, CO (COLLEGE STATION, TX). 7, A COPY OF THE APPROVED CONSTRUCTION DRAWINGS MUST BE KEPT ON SITE AT ALL TIMES THROUGH OUT THE ENTIRE CLIENT INFORMATION DURATION OF CONSTRUCTION OF THIS PROJECT. CONTRACTOR SHALL MAINTAIN A SET OF REDLINE DRAWINGS, RECORDING AS -BUILT RECORD DRAWING7/31/12 MAE DEAN WHEELER, SUCCESOR TRUSTEE CONDITIONS DURING CONSTRUCTION. THESE REDLINE MARKED UP DRAWINGS WILL BE SUBMITTED TO THE DESIGN CONSULTANT WHO c/o RON COWE 1919 WHITNEY WILL MAKE THE CHANGES ON THE ORIGINAL TRACINGS, LABELING EACH SHEET IN THE SET AS "RECORD DRAWINGS', AND RETURNING HOUSTON, TX 77006 SAME TO THE CITY ENGINEER. CER11FI ATIO : OFF: (713) 355-5355 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SAFEGUARDING AND PROTECTING ALL MATERIAL AND EQUIPMENT STORED ON THE FAX: (713) 355-1082EMAIL: garcia�mdwheelercompanies.com JOBSITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE STORAGE OF MATERIALS IN A SAFE AND WORKMANLIKE MANNER TO I, CALEB VENABLE. GENERAL CONTRACTOR FOR THE UNIVERSITY PREVENT INJURIES, DURING AND AFTER WORKING HOURS, UNTIL PROJECT COMPLETION. OAKS, SECTION TWO LOTS 14131 & 14132 DEVELOPMENT, FILENAME: 0474SWlA I SCALE: 1"=201 9. CONTRACTOR SHALL SAW CUT REMOVE AND REPLACE CONCRETE PAVEMENT, CURB AND GUTTER AS REQUIRED TO CONSTRUCT CERTIFY THAT THE IMPROVEMENTS SHOWN ON THIS SHEET WERE SUBMITTED DATE: 9/12/12 PROPOSED IMPROVEMENT(S). ACTUALLY BUILT, AND THAT SAID IMPROVEMENTS ARE SHOWN DRAWN BY: R.A.M. SUBSTANTIALLY HEREON. I HEREBY CERTIFY THAT TO THE BEST 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PAY FOR AND OBTAIN ALL REQUIRED PERMITS AND INSPECTION OF MY KNOWLEDGE, THAT THE MATERIALS OF CONSTRUCTION AND CHECKED BY: R.A.M. APPROVALS FOR ALL WORK SHOWN. SIZES OF MANUFACTURED ITEMS, IF ANY ARE STATED CORRECTLY FIELD BOOK: N/A PAGES: N/A HEREON. RME CONSULTING ENGINEERS 11. ANY ADJACENT PROPERTY AND RIGHT-OF-WAY DISTURBED DURING CONSTRUCTION WILL BE RETURNED TO THEIR EXISTING CONDITIONS OR BETTER. CLIENT NO. PROJECT NO. 12. ALL WORK WITHIN THE COUNTY OR CITY RIGHT-OF-WAY SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE STANDARDS 197 0474 AND SPECIFICATIONS AS TO THE INSTALLATION AND EROSION CONTROL PROTECTION. 13. ALL EXPOSED DIRT SURFACES SHALL BE SEEDED/HYDROMULCHED. YARDS WITH SODD SHALL BE RESODDED TO THE SAME GENERAL CONTRACTOR CONDITIONS OR BETTER.Wool SHEET 1 OF 1 I, Or SYMBOL & LINE LEGEND 0 POWER POLE A LIGHT POLE GUY WIRE ANCHOR IQ GAS PIPELINE RISER MwV WATER VALVE ®WM WATER METER Once DOUBLE CHECK VALVE m Ev ELECTRIC VALVE U By BALL VALVE ®EM ELECTRICAL TRANSFORMER ®GM GAS METER OO MH MANHOLE OC -0- CLEANOUT �FH FIRE HYDRANT ®T' TELEPHONE PEDESTAL MAI AREA INLET Mm JUNCTION BOX - - - BUILDING SETBACK LINE ------- PROPERTY LINE -------- EASEMENT LINE P.U.E. PUBLIC UTILITY EASEMENT PLAN NOTES: 1. REFER TO B/CS DETAIL SHEET SW FOR STANDARD SIDEWALK DETAILS. CALL BEFORE YOU DIG TEXAS ONE CALL SYSTE14 1-800-245-4545 (AT LF.%T 72 BOERS PRIOR TO DIGGING) WARNING!!: TRF, CONTRACTOR IS TO LOCATE ANY AND ALL L71LTTIES PRIOR TO CONSTRUCTION i\D IS SOLELY RESPONSIBLE POR ALL 114ftGES TO EXISTING UTILITIES DUE TO ANY CONSTRUCTION ACTIVITY. SIDEWALK IMPR�VEl1/IENTS I I (BTU). ELECTRICAL DIVISION - (979) 821-5865 20. THE CONTRACTOR SHALL PROTECT ALL MONUMENTS, IRON PINS, AND PROPERTY CORNERS DURING CONSTRUCTION. -� O - A/ m VERIZON: BRENDA VAJDOK - (979) 821-4770 I.L ATMOS ENERGY: KIMBERLY WINN - (979) 774-2506 �_ EXXON-MOBILE:0 O MICHAEL HLUZA - (281) 591-3720 SEMINOLE PIPELINE: JIM ROLAND - (979) 421-0460 ui DIMENSIONAL CONTROL NOTES: � © Q CITGO GAS: DOUG CLINE E (713) 416-1289 1. THE CONTRACTOR MAY OBTAIN AN ELECTRONIC COPY OF THE SITE PLAN FOR CONSTRUCTION PURPOSES. THE n- (n ENERGY TRANSFER PIPELINE: BUNNY LOYD - (979) 820-5751 � w SUDDENLINK: MIKE LAVENDER - (979) 846-2229 ELECTRONIC FILE AND INFORMATION GENERATED, BY RME CONSULTING ENGINEERS (RME), FOR THIS PROJECT IS CONSIDEREDO 0 Ld BY RME TO BE CONFIDENTIAL. WHEN ISSUED, IT'S USE IS INTEND SOLELY FOR THE INDIVIDUAL OR ENTITY TO WHICH IT IS J J 3. CONTRACTOR TO VERIFY ALL UNDERGROUND UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION. ADDRESSED. THIS MATERIAL IS INTENDED FOR USE BY THE RECIPIENT NAMED, ONLY, ANDI PERMISSION IS NOT GRANTED TO THE RECIPIENT FOR DISTRIBUTION OF THESE DOCUMENTS IN ANY FORM OR FASHION. THE RECIPIENT UNDERSTANDS THAT THIS LL OU 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING UTILITIES OR SERVICE LINES THAT ARE DATA IS AUTHORIZED "AS IS" WITHOUT ANY WARRANTY AS TO ITS PERFORMANCE, ACCURACY, FREEDOM FROM ERROR, OR AS W CROSSED OR EXPOSED DURING CONSTRUCTION OPERATIONS. WHERE EXISTING UTILITIES OR SERVICE LINES ARE CUT, BROKEN, OR TO ANY RESULTS GENERATED THROUGH ITS USE. THE RECIPIENT ALSO UNDERSTANDS AND AGREES THAT RME, UPON RELEASE DAMAGED, THE CONTRACTOR SHALL REPAIR OR REPLACE THE UTILITIES OR SERVICE LINE WITH THE SAME TYPE OF MATERIAL AND OF SUCH DATA, IS NO LONGER RESPONSIBLE FOR THEIR USE OR MODIFICATION. THE USER AND RECIPIENT OF THE W CONSTRUCTION OR BETTER; THIS MATERIAL AND WORK SHALL BE AT THE CONTRACTOR'S OWN EXPENSE. ELECTRONIC DATA ACCEPTS FULL RESPONSIBILITY AND LIABILITY FOR ANY CONSEQUENCES ARISING OUT OF THEIR USE. W 5. DURING THE EXECUTION OF THE WORK, THE CONTRACTOR SHALL MAINTAIN THE PROJECT SITE IN AN ORDERLY AND ACCEPTABLE 2. ALL DIMENSIONS SHOWN ARE TO BE USED IN CONJUNCTION WITH THESE PLANS FOR LOCATING ALL IMPROVEMENTS AND MANNER AS FAR AS PRACTICAL. THE CONTRACTOR SHALL CLEAN AND REMOVE FROM THE PROJECT AREA ALL SURPLUS AND SHALL BE FIELD VERIFIED BY THE CONTRACTOR FOR WORKABILITY PRIOR TO CONSTRUCTION IF IMPROVEMENTS. DISCARDED MATERIALS, TEMPORARY STRUCTURES, AND DEBRIS OF ANY KIND AND SHALL LEAVE THE PROJECT SITE IN A NEAT AND ORDERLY CONDITION. ALL CLEAN UP WILL BE DONE TO THE SATISFACTION OF THE ENGINEER. 3. UNLESS OTHERWISE SHOWN, ALL DIMENSIONING IS TO THE BACK OF CURB OR EDGE OF PAVEMENT, WHICHEVER IS APPLICABLE. 6. CONTRACTOR SHALL COMPLY WITH LATEST EDITION OF OSHA REGULATIONS AND THE STATE OF TEXAS LAWS CONCERNING EXCAVATION. 4. THE BOUNDARY SURVEY WAS PROVIDED & PERFORMED BY KERR SURVEYING, CO (COLLEGE STATION, TX). 7, A COPY OF THE APPROVED CONSTRUCTION DRAWINGS MUST BE KEPT ON SITE AT ALL TIMES THROUGH OUT THE ENTIRE CLIENT INFORMATION DURATION OF CONSTRUCTION OF THIS PROJECT. CONTRACTOR SHALL MAINTAIN A SET OF REDLINE DRAWINGS, RECORDING AS -BUILT RECORD DRAWING7/31/12 MAE DEAN WHEELER, SUCCESOR TRUSTEE CONDITIONS DURING CONSTRUCTION. THESE REDLINE MARKED UP DRAWINGS WILL BE SUBMITTED TO THE DESIGN CONSULTANT WHO c/o RON COWE 1919 WHITNEY WILL MAKE THE CHANGES ON THE ORIGINAL TRACINGS, LABELING EACH SHEET IN THE SET AS "RECORD DRAWINGS', AND RETURNING HOUSTON, TX 77006 SAME TO THE CITY ENGINEER. CER11FI ATIO : OFF: (713) 355-5355 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SAFEGUARDING AND PROTECTING ALL MATERIAL AND EQUIPMENT STORED ON THE FAX: (713) 355-1082EMAIL: garcia�mdwheelercompanies.com JOBSITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE STORAGE OF MATERIALS IN A SAFE AND WORKMANLIKE MANNER TO I, CALEB VENABLE. GENERAL CONTRACTOR FOR THE UNIVERSITY PREVENT INJURIES, DURING AND AFTER WORKING HOURS, UNTIL PROJECT COMPLETION. OAKS, SECTION TWO LOTS 14131 & 14132 DEVELOPMENT, FILENAME: 0474SWlA I SCALE: 1"=201 9. CONTRACTOR SHALL SAW CUT REMOVE AND REPLACE CONCRETE PAVEMENT, CURB AND GUTTER AS REQUIRED TO CONSTRUCT CERTIFY THAT THE IMPROVEMENTS SHOWN ON THIS SHEET WERE SUBMITTED DATE: 9/12/12 PROPOSED IMPROVEMENT(S). ACTUALLY BUILT, AND THAT SAID IMPROVEMENTS ARE SHOWN DRAWN BY: R.A.M. SUBSTANTIALLY HEREON. I HEREBY CERTIFY THAT TO THE BEST 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PAY FOR AND OBTAIN ALL REQUIRED PERMITS AND INSPECTION OF MY KNOWLEDGE, THAT THE MATERIALS OF CONSTRUCTION AND CHECKED BY: R.A.M. APPROVALS FOR ALL WORK SHOWN. SIZES OF MANUFACTURED ITEMS, IF ANY ARE STATED CORRECTLY FIELD BOOK: N/A PAGES: N/A HEREON. RME CONSULTING ENGINEERS 11. ANY ADJACENT PROPERTY AND RIGHT-OF-WAY DISTURBED DURING CONSTRUCTION WILL BE RETURNED TO THEIR EXISTING CONDITIONS OR BETTER. CLIENT NO. PROJECT NO. 12. ALL WORK WITHIN THE COUNTY OR CITY RIGHT-OF-WAY SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE STANDARDS 197 0474 AND SPECIFICATIONS AS TO THE INSTALLATION AND EROSION CONTROL PROTECTION. 13. ALL EXPOSED DIRT SURFACES SHALL BE SEEDED/HYDROMULCHED. YARDS WITH SODD SHALL BE RESODDED TO THE SAME GENERAL CONTRACTOR CONDITIONS OR BETTER.Wool SHEET 1 OF 1 I, Or R=25.00' R-25.00 • " s WHEELER SUB. . TRAFFIC POLE D=89 5912 � -�� D=89 5912 A=39.26' A=39.26' _ PH2: (� EXISTING 12" -- T=24.99' -�� Q T=24.99' LOTS 2R1 & 2R2 SANITARY J �- BLOCK ONE SEWER CHORD=35.35' 1F� CHORD=35.35' EL ICALJ BEAR=S 65"17'38" W Yv BEAR=S 6517'38" W N.T.S. Q�` �,�P�tl !/ �x LT CHORD=S 61'47'00" W-35.35' Q�` F,,�P�ci CHORD=S 61'4700" W-35.35' R\GN�O M H / „ _ 157.19' (PL CALLi (PLAT CALLS) ` S`' , R\G` \1'0 �� E M. " ... 157.19 `•;(PLAT CALLS) 158 '1319 _ V �' C - N GASQ ..E H. T.P. o `,N }� •A ��36 E ° RISERFSIG N ��+0� FR N-STANDIN /� �+ N "O `t O O 50 100W ' o O 50 100 6.1 - P \ 100' g1 �i ° 3� / ' SCALE: i" _ 100'1� Cl i �` j== / LEC / ' "X" MARKED ; �'� VAULT�ICAL \ ` VAULT�ICAL "X" MARKED , 030 X. / \ IN CONCRETE $.�C���! L•P• / ` IN CONCRETE $•C�Fj�6 / / ` t° ❑ 20' P.U.E. N 20' P.U.E. 12 L.P. / 3 EXISTING 12" / / (2333/250) W WATER LINE / / / LP. T.P. W. (2333/250) EXISTING 12" G.V. SANITARY / o SEWER / 1 /CL �/ \ jV L.P. P. /� /'/\ \ \ �j• P 30' PRIVATE GCES f `� � �/ \ �' 30 PRIVATE ACCES 60 ESMT. (3314/1 �&P.U.E. \ \ ESMT. (3314/145)7& 314/1 5)7& 10 / PUBLIC ACCESS SM . Q // E. LOT 2R1 (3490/269) �.% tS(3490/269) G.Mc o o��� 3490/269) �/J \ \ �Z• (3490/269) / ( / ) 1 `u WHEELER SUBDIVISION \ -� ����� WHEELER SUBDIVISION \ / 3B390CK ACRES) PHASE TWO r-`v� \ / ����� PHASE TWO N / / ( EAS OD 2154 LOT 1R, BLOCK 1 �-� o FLAG POLE �` \\ cr AI P T VI C I N I TY M A P BLOCK 1 F VOLUME 3490, PAGE 269 EXISTING 8" \ I H. ����� A.I.1 VOLUME E 3R490, PAGE 269 \ / WATER LINE '` \ L.P. � � ' \ (2.40 ACRES) (2.40 ACRES) \ \ I FINAL PLAT NOTES: i L.P. m / / S 89'45'09" E NOW OR FORMERLY \ LP• °° �( :� � I NOW OR FORMERLY \ 1 KYLE LEGENDS I LP ° 1 I 1 KYLE LEGENDS I LP \ \\ ' / u, 54.59' I. 1 1. (0/D.R.B.C.T.) DENOTES OFFICIAL/DEED RECORDS OF BRAZOS COUNTY, TEXAS. VOLUME 56$2, PAGE 291 M H / s , C.O.VOLUME 5682, PAGE 291 X / s � o `o �y M G. GREASE TRAP 111 ��\ �• EXISTING 6" y I \ \ / �.0>. o ,o� 1 o 2. NO YEAR FLOOD PLAIN IS CONTAINED ON THIS LOT AS GRAPHICALLY DEPICTED ON k ® C.O.16 A.I_ -WATER LINE 7. 9 t" - -�_S $5'142%" F - 47�� 1 I rru A CIOAA nnAA1A11n11TV nnntCi rein dondIn nn4Cr IAnv 1c renin nn,n nco T_Jr inkAn r nntr' LU JHNIINKY StWtK G.V. �9-- - ¢ - - -- - - -- _ _ ' ---- _� NO. 07-06-2 OOA, DATED OCTOBER 25, 2007. __ _---- -- 2 SA T SEWER � L5 ESMT. (399/590) / Rls ° ❑ ��� G.V. _ - - w _ w H. T ESMT. (399/590) \ --___ EXISTING 12" / / \ F.D.C. L P- - `' \ �. N $ 27» W - 178.42 ` - SANITARY �� ELECTRICAL G.V. I / / S 3. BASIS OF BEARING. BEARING SYSTEM SHOWN HEREON IS BASED ON GRID NORTH AS SEWER / MH /'X''/AKKtD- GASRNSERRMER o I / j'X/BARKED\ 8.2 `3TS � 1 ESTABLISHED FROM GPS OBSERVATION (NAD 88). IN NCRETE IN ON / \ j EXISTING a" 30' LONE STAR N' 30' LONE STAR I 4, ALL PROPERTY CORNERS ARE MONUMENTED BY 1/2" IRON RODS UNLESS OTHERWISE NOTED. / L P \ `` S NITARY SEWER GAS EASMENT 1 / �� SS o / P\� (61/655) -RELEASE / 3♦ GAS EASMENT _ G RECORDS PER L.P. / / / ' R I u, (61/65 5) -RELEASE LENGTHS. M.H. /' .�,'` , m \ � / / 6 �� � RECORDS PER � 5. DIMENSIONS SHOWN INTERIOR TO THE LOT, ALONG CURVES, BEGINNING WITH A-" ARE ARC ? . PLAT (3490/269) / r3 <., PLAT (3490/269) ! ♦ � �\ ! 6. THIS DOCUMENT WAS PREPARED WITH THE BENEFIT OF A TITLE REPORT PREPARED BY UNIVERSITY I ' TITLE COMPANY, COLLEGE STATION, TX ISSUED GF#152666 (DATED AUGUST 20, 2012). MATTERS � / �' �, \ 1 �. ,� CONTAINED IN SCHEDULE B, ITEM 10 ARE ADDRESSED A5 FOLLOWS: LP \ 10D .BLANKET EASEMENT TO THE CITY OF BRYAN 98 220 DOES APPLY NOT APPLY TO CTRICAL \ 13 F H. ( / ) ♦ `. _ "-r - -oUT \ \ CN+ , / PLOT). J Q Q / 10F -TEMPORARY BLANKET EASEMENT TO THE CITY OF COLLEGE STATION(8451/87) - \ ELECTRICAL ;j1 cV O Box �+y / <I -f c.� ' ! RELEASED WITH ll -IIS REPEAT. T / \/ T 10G PRIVATE ROADWAY EASEMENT (3314/145) APPLIES. •.. / e \ V' Ole Z - / J 1� Q ../ 10H -PROTECTED ACCESS IN MEMORANDUM OF LEASE 8030 37 APPLIES. ;-' J ate,_ �.�_ ,� A� � � , J ♦ ( / ) \ / ,5 L9 \ D • 1 OJ -' PROTECTED ACCESS IN DECLARATION OF EASEMENT (8030/44) APPLIES. 10 ELECTRICAL 100 -YEAR \� \ i ` `` \ PANELS 100 -YEAR \ \ \ r 7. THE 0.447 ACRE PRIVATE ACCESS EASEMENT IS FOR THE BENEFIT OF LOT 2R1 AND 2R2 SOLELY. FLOODPLAIN (SEE j AI \ L. '" l+ FLOODPLAIN (SEE '� MAINTENh ANCE IOF THIS PRIVATE PARKING AND DRIVE SHALL BE THE RESPONSIBLITY OF THE PROPERTY «jj f NOTE #2) / I "V \ \ • t - �- --\ j' ` / o \ NOTE #2) S 42� 0'39" W OWNER(S) OF LOT 2R1 & 2R2. io %� r 17.35' \ V / � � 8. TOPOGRAPHICAL AND UTILITY INFORMATION, SHOWN IN THE. "ORIGINAL PLAT/EXISTING CONDITIONS", \ \ ARE FROM AND ON -THE -GROUND SURVEY. UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE R=153.00 ' WAY ONLY. ---- --•--_ \ :., L.P. s _ � _ _ - _�_-_� -_ _ _ _ _ , �- - - � / / 52'47'17" �\ / _ � � <' A-140.96' ER ` C TIFICATE OF SURVEYOR GAS RISER - � CHD B=S 1'15'45" E / W.M. 1 O'� \ ' /V STATE OF TEXAS CHD =136.93 \ P.U.E. y \ 10' P.U.E. COUNTY OF BRAZOS \ ' \ (3490/269) = - LOT 2 - _ f (� ^� \ (3490/269) LOT 2R2 / / ' r� / / /8' I.R.F\ / BLOCK 1 ; 8' I BLOCK 1 / I, BRAD KERRi Registered Professional Land Surveyor No. 4502, in the State of Texas, hereby % (6.08 ACRES) r , j• / \ (2.69 ACRES) certify that this plat is true and correct and was prepared from an actual survey of the -EXISNG WOOD FENCE - ..�/j , / property Y and 'that property markers and monuments were Placed under rnY supervisionervision on the 10' WATER10' WATER ground. LINE S 845209 1b F (690/175) LINE ESMT. 1$.88 (690/175) 9 / \ W.M.j® 9. ELECTRICAL / / \ A.I. slue-ou/� \ \ rF° 1s\ /i� BRAD KERRPLS No. 4502 R=656.00 \ \ 9 2,ry , P � D=62'1241 " � / PROPOSED SURVEYED BY: KERR SURVEYING, LLC 30' BUFFER YARD 5' SIDWALK i` A=712.28' 4� _ \ \� \ 30' BUFFER YARD �h \ (3¢90/26-s-). / ) / 409 NORTH TEXAS AVENUE SYMBOL &LINE LEGEND 9� �\ \ / KS T=395 81' \ \ (3490 269 P� R=656.00' BRYAN, TEXAS 77803 Qi POWER POLE _ \ \ATTER LINE /�� CHORD 677.80' \ / / D=62'12'41" C PHONE (979) 268-3195 LIGHT POLE - �� \ ~. 10 U.E. \ , • " 10' P.U.E. A=712.28' W.M. GUY WIRE ANCHOR 04 F.H. ELECTRICAL \ 3490 269 BEAR=S 10 4819 W (3490/269) / EW GAS PIPELINE RISER G.V. STUB�ouT _ �. ) _ �, - - -- - - _,. _- CHORD- S 1419-01-_�1N=-- 67 80-- - _ ___ - - _ _ - -- - _ _ T=395.81 _ NWV WATER VALVE \ \ _� - ( FINAL- - - AT�-- LIN wM EXISTING 6'•• p(PLAT CALLS) G� \CHORD -677.$0® WATER METER / \ �CABLE ODCv DOUBLE CHECK VALVE / \\SANITARY SEWER\EXISTING 16" / / BEAR=S 10.48'19" WmEv ELECTRIC VALVE ADJ #1 � \ ATMOS GAS WATER ADJ #14)BV BALL VALVE -� RISERBOX / ., OF ®EM ELECTRICAL TRANSFORMER ®GM GAS METER OMH MANHOLE j�5' P.U.E. \ �� ��H. ' `�, 5' P.U.E.W EELER SUBDIVISION \ / y�♦� OCA CLEANOUT/ <2251 /329) \ \ �� (2251/,329) \ c�A• FH FIRE HYDRANT X ; 01' TELEPHONE PEDESTAL ALLEY ESMT. ~ \I/C. r ` INA] AREA INLET 2251 /329) \ \ �'� LP �ALLEY ESMT. EPB JUNCTION BOX 2251PHASE TW /329) \ ��'� BUILDING SETBACK LINE % •�. �\ ---- PROPERTY LINE \ � ' _�h ,-- ORIGINAL PLAT �� LOT 2R 1 & 2R2, BLOCK ONE CoCS GPS MON. #122 BEARS. CoCS GPS MON. #122 BEARS. BEING A REPLAT OF ------- EASEMENT LINE S 77.12'02" W - 2900.24' / \1/2„� EXISTING CONDITIONS S 7712'02" W - 2900.24' �/ 1/2" PLA P.U.E. PUBLIC UTILITY EASEMENT � �� LOT 2, BLOCK ONE / I.R.F. ss / IRF ys A LINE DATA CURVE DATA I BEARING CURVE RADIUS ARC LENGTH DELTA ANGLE CHORD BEARING (VOLUME 3490, PAGE 269) C1 CERTIFICATE OF OWNERSHIP AND DEDICATION 160.32' 52'54'21" S 21'19'33" E 154.69' CERTIFICATE OF CITY ENGINEER CERTIFICATE OF THE COUNTY CLERK ADJOINER1 S 28'17'45" E 2 LOTS - TOTAL: 6.07 ACRES C3 601.50' STATE OF TEXAS 23'08'01" N 13'24'49" E 241.21' C4 626.50' 301.92' 7'36' 15'35'20" W 99.01' TWO LINCOLN PLACE COLLEGE STATION, BRAZOS COUNTY, TEXAS STATE OF TEXAS COUNTY OF I, City Engineer of the City of College STATE OF TEXAS SURVEYED: SEPTEMBER 2012 Station, Texas, hereby certify that this Subdivision Plat conforms to the requirements of LOT 11 :.! LANDOWNER INFORMATION COUNTY OF BRAZOS Before me, the undersigned authority, on this day personally appeared MAE DEAN the Subdivision Regulations of the City of College Station. COUNTY OF BRAZOS VOLUME 2251, PAGE 329 WHEELER SUCESSOR TRUSTEE known to me to be the person whose name is subscribed MAE DEAN WHEELER, SUCCESOR TRUSTEE ]MAE DEAN WHEELER. SUCESSOR TRUSTE owner and developer of the land shown on S to the foregoing instrument, and acknowledged to me that they executed the some for ------------- I+ ----------------- County Clerk, in and for said county, NOW OR FORMERLY c/o RON COWE p this and designated herein as the LOTS 2R1 8c 2R2 -_BLOCK ONE -_WHEELER the purpose and consideration therein stated. City Engineer do hereby certify that this plat together with its certificates of authentication was filed RYAN D. FULLER & REX G. FULLER E - - - 1919 WHITNEY plat, SUBDIVISION, PHASE TWO Subdivision to the City of College Station, Texas, and whose Given under my hand and seal on this day of City of College Station for record in my office the _ day of -_ __, 20 in VOLUME 3886, PAGE 260 = HOUSTON, TX 77006 name is subscribed hereto, hereby dedicate to the use of the public forever all streets, 20_ - _ the Deed Records of Brazos County, Texas, in Volume __-_, Page _ --- OFF: (713) 355-5355 aIle arks reenswa infrast uct t d bl• I th h f _ - - P FAX: (713) 355-1082 p g , , y, r ure, easemen s, an 1'.u Ic p aces ereon s own or PROVAL OF PLANNING AND ZONING COMMISSION WITNESS my hand and official Seal, at my office in Bryan, Texas the purpose and consideration therein expressed. All such dedications shall be in fee simple unless expressly provided otherwise. Chairman of the Planning and Zoning ----- Commission of the City of College Station, hereby certify that the attached plat was County Clerk - -- duly approved by the Commission on the _--_ day of Brazos County, Texas ------------- __ Owner ------ -- -------- ------------ 20---• Notary Public, County, State of Texas Chairman ATTEST: Secretary EMAIL: garcia@mdwheelercompanies.com FILENAME:0465RP1A I SCALE:1"=20' 7607 EASTMARK DR., STE. 252 <77840> SUBMITTED DATE: 9/12/12 POST OFFICE BOX 9253 REVISIONS: COLLEGE STATION, TEXAS 77842 DRAWN BY: R.A.M. CHECKED BY: BRAD KERR EMAIL: ci1vil@rmengineer.com FIELD BOOK: N/A PAGES: N/A OFFICE - 979) 764-0704 RME CONSULTING ENGINEERS FAX - (979) 764-0704 CLIENT NO. PROJECT NO. TEXAS FIRM REGISTRATION No. F-46951 197 - 0474 Ia'� IIJVI GI- LINE DATA CURVE DATA I BEARING CURVE RADIUS ARC LENGTH DELTA ANGLE CHORD BEARING CHORD LENGTH C1 173.63' 160.32' 52'54'21" S 21'19'33" E 154.69' C2 198.63' 137.56' 39'40'48" S 28'17'45" E 134.83' C3 601.50' 242.86' 23'08'01" N 13'24'49" E 241.21' C4 626.50' 301.92' 7'36' 15'35'20" W 99.01' EMAIL: garcia@mdwheelercompanies.com FILENAME:0465RP1A I SCALE:1"=20' 7607 EASTMARK DR., STE. 252 <77840> SUBMITTED DATE: 9/12/12 POST OFFICE BOX 9253 REVISIONS: COLLEGE STATION, TEXAS 77842 DRAWN BY: R.A.M. CHECKED BY: BRAD KERR EMAIL: ci1vil@rmengineer.com FIELD BOOK: N/A PAGES: N/A OFFICE - 979) 764-0704 RME CONSULTING ENGINEERS FAX - (979) 764-0704 CLIENT NO. PROJECT NO. TEXAS FIRM REGISTRATION No. F-46951 197 - 0474 Ia'� IIJVI GI- LINE DATA LINE I BEARING LENGTH L1 N 21'04'24" W 22.90' L2 S 64'13'27" W 15.05' L3 N 6942'01" E 19.41' L4 S 20'18'02" E 17.36' L5 N 89'45'09" W 29.58' L6 S 33'13'33" W 20.17' L7 S 56'46'27" E 30.59' L8 N 4.45'33" E 15.00- L9 '0 0' EMAIL: garcia@mdwheelercompanies.com FILENAME:0465RP1A I SCALE:1"=20' 7607 EASTMARK DR., STE. 252 <77840> SUBMITTED DATE: 9/12/12 POST OFFICE BOX 9253 REVISIONS: COLLEGE STATION, TEXAS 77842 DRAWN BY: R.A.M. CHECKED BY: BRAD KERR EMAIL: ci1vil@rmengineer.com FIELD BOOK: N/A PAGES: N/A OFFICE - 979) 764-0704 RME CONSULTING ENGINEERS FAX - (979) 764-0704 CLIENT NO. PROJECT NO. TEXAS FIRM REGISTRATION No. F-46951 197 - 0474 Ia'� IIJVI GI- PROJECT BENCHMARK: PK nail in aq'halt,, approximately 30' northwest of north property corner X= 356Q195.2907, Y--^-yO2O987O.37U9, Bev= 305.79 / �~ ~~ \ � � /-64 Bars @ 15^ O.C.BW. Stabilized Subgrade STANDARD VEUENT DETAIL LOT 1 |)lT~3 WOLF PEN WOLF - p� VVN~~ pU�� pUC�` PLAZA -- ' | PLAZA .~ ` | � CR8WpORD-AUSTIN | PEM UNIVERSITY S LP ETAL PROPERTIES LTD' ZONING: 0C ZONING: GC | ` GENERAL COMMERCIAL EXISTING FIRE LANE ak SURFACE MOUNT -ff- ~~.~ ~~ .. ~.~ �� ' ' ---.... ....... ....... ---------- � . . \ ' | En / 15' SS EASEMENT \ | � VOL.3588 Pg. 47 � �11, inch 10 feer! EXISTING ` | O^ SS EXISTING CURB TO BE � � \ i REMOVED - CONTRACTOR m- EXISTING TO PROVIDE NEAT 3/8NCUT LIGHT POLE . ` \ IN 41°b4"41''| [' \ 178.66' --x-s-----'� H.C. RAMP (TYP) Q' x S' �r BIKE RACK /y� MENU </ BOARD - / ORDER BOARD EXISTING FIRE LANE PROP TRENCH DRAIN 311--------- 1IR Lot is 13 Lt 1A ' EXISTING STORM DRAIN » MANHOLE |U Lot 1 211 T97 21 /^ � `� '-�' WOLF PEN �/*` N ` .BIKE RACK DETAIL SITE 2 n/o 4R 37 12 Y [[)T 3 / WOLF PEN 4A 1 '3u6_ /28 1 2R 22 23 4EBenchmark: 113_ AR - EM .UNIVERSITY S LP __ PK Nail in Asphalt ZONING: AC GENERAL COMMERCIAL MAP 3560195.2907 EX. 18" RCP STORM DRAIN , .+nE PLAN no/ES: EXISTING PER STORM DRAINAGE PLAN� 1^ Nom km Company ASPHALTFOR-WOLF PEN PLAZA 2. Legal Description: Wolf Pen P, za, o ock l JUNCTION STANDARD JVNCTCONSTROCTI OCUMENTS J BOXFOR "-/ "n° ^-` 4. Owner: Joe Roman APPROVED FOR CONSTRUCT16N___� ' ON NOVEMBER 22 2000) ` '~-' Parnell Dri-' 18" RCP PIPE -- -' ` [ Station, �7845 EXISTING CURB TO BE ~`^`�~ ' '' REMOVED - CONTRACTOR\ / ("'") 690-9442 � / TO PROVIDE NEAT SA�CUT R.5' 5. Engineer511 University Drivi! East, Suite 204 Mitchell & Morgan, LLP' H.C. RAMP TREES TO BE REMOVED DOMESTIC WATER METER PROPOSED 1.5" \37 IRRIGATION METER 41031'31 W 178"54 R25' EXISTING EXISTING DRIVEWAY EXISTING COMMUNICATION ' ) EXISTING~EXISTING'-REMOVED n/»nmN/ umvEwar .� '`\ / REgUL�DRy LIGHT POLE APRON TO VAULT � ' -- �3DJ���LK DETAIL � // SIGN .^-_ BE REMOVED"' ON BCS STANDARD METER 4' SIDEWALK E C0NCREIE WATERLINE ~~ � SIDEWALK DETAILS- / -' ------ SIDEWALK DETAIL ON 8C� EXISTING——, �NG-------_______ ---- -- -- ------- -- -����� ----�_�_/ / 8'' W| ------------__-/�� ~'~-//y � STANDARD SIDEWALK DETAILS) 4' WIDE EX. SIDEWALK LA TO REMAIN IN P CE 1, A ' --~-~-8-WL- 1"11 41 - LIMITS OF CURB REPAIR LIMITS OF CURB REPAIR HOLLEMAN DRIVE EAST (74' R.O.W) R21' 13. No TIA is required per LIDO. No portion of this site lies within the 100 -year floodplain boundary per FEMA's Flood Insurance Rate Map panel 48041c0305e Effective Date: May 16, 2012 VOL. 315 PG. 618 EXISTING DRIVEWAY GENERAL CONSTRUCTION NOTES: & APRON TO BE 1 . It shall be the responsibility of the Contractor to verify the exact location of ALL existing underground utilities. REMOVED Furthermore, the Contractor shall contact all utility company representatives a minimum of 48 hours in advance of any a. Contact Dig Tess @ 1-800-344-8377 Lavender @ Suddenlink 846-2229 b. Contact Mike c . Contact Ricard Wallace @ Verizon 821--4752- d. Contact Gilbert Ramirez @ CSU (ELectrical) 764_ 6J,�5 e. Contact Butch Willis @ CSU (Water/Wastewater) 761-3660 TIE TO f. Contact Josh Norton @ ATMOS 774-2506 EXISTING CURB 2. All construction shall be in accordance with the current City of College Station (C.S.) Standard Specifications for Street Cf) Construction, B/CS Unified Technical Specifications, Water and Sewer and Generals, 2012, and BCS Unified Design Details. All inspection shall be performed by the staff of the City Engineer of C.S. All construction shall be coordinated with the City of C.S. City Engineer. 00 3. In lieu of using the construction materials indicated in these pI ns, e on actor shall obtain written approval from the R5 0 City Engineer for any substitution prior to Construction. Requests for changes should include product information and an engineers seal where applicabl-3. The contractor shall be financially I �sponsible 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 and all federal, Q0 EXISTING state and local regulations. FIRE LANE 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 ver y these standards. Any retesting due to substandard FT1 work shall be at the expense of the Contractor. Structural areas SF 311 include all sidewalks 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 Stat,- and Federal Regulations regarding construction activitie'� near energized overhead power lines. Additionally, the contractor shall coordinate all proposed work and procedures with the y of C.S. Electrical Division. 7. All materials & labor not identified as a Separate Bid Item shall be considered subsidiary to the item in which it is us' All materials and equipment shall be both furnished and installed unless otherwise noted. 8. The Contractor must provide construction staking from the information provide on these plans. -uction shall receive cellulose fibermulchl seeding. 9. All soil exposed by consti 10. Trenches may be left operi overnight if properly barricad 7.50' 11. Adjustment of Water Meters, Valves, Manholes, Irrigation Systernsl and any other Public or Private Utility, etc. are not SIDE SETBACK separate pay items. The Price of the adjustment shall be subsidiary to the construction of Sewer Line, Force Main, etc. EXISTING 12. The contractor shall coordinate with Suddenlink Communications, CSU, and Verizon to adjust the location of existing ASPHALT L PAVEMENT 13. The contractor is responsible for traffic control. This is not a s parate pay item. 14. Temporary spoil areas will be identified on site by owner 15. All roof and ground -mounted mechanical equipment shall be scrJened from view or isolated so as not to be visible from any public right-of-way or residential district within 150' of the subj�ct lot, measured from a point five feet above grade. Such screening shall be coor6inated with the building architecture a4 scale to maintain a unified appearance. 16. Exterior Building and site lighting will meet the standards of S ion 7.10 of the Unified Development Ordinance. The light LOT 3 source shall not project below an opaque housing and no fixture shc I directly project light horizontally. Fixtures will be WOLF PEN mounted in such a manner that the projected cone of light does no, cross any property line. 17. Contractor shall provide parking lot striping in accordance with the layout shown on this plans. PLAZA 18. All storm sewer and sanitary sewer being constructed with this site plan is private. ....... ...... ...... 19. All dimensions are to the back of curb unless otherwise noted. PEM UNIVERSITY S LP ETAL ZONING: GC GENERAL COMMERCIAL 01W _ -- LEGEND - R26H U| U ~ WATERLIN--31 r^�wn* ncwu/n�mcn/� �--���-SANITARY SEWER LINE R��um���h�-�mu�\= 1 �o�/1UOS.F STORM DRAIN UNE 2'036 of Building= 21 pohm O� FIRE HYDRANT Parking provided = 19 parks* / EXISTING EXISTING FIRE LANE SANITARY SEWER CLEANOUT STOP SIGN MANHOLE Handicap Parking: R20' ~° Per Table 2 Section 4.1.2 of TAS y --�~~-'--- PROPERTY LINE for 1-25 needs 1 Space(s) -------�- '--- � '--'---312-----__~_.~ ~_ _-__-___-- PUBLIC UTILITY EASEMENT LINE ` ' �'---~ �~�~---�------ � ���.......... . SETBACK UNE � 18 Total f 1 H.C. Spaces Provided EXISTING (includes 1 Von A00000|b|o) o -*L-----'. ' -----'x-m'------ PAVEMENT I CRETE complial it. 012mUMNE Q (�e(Es QIRE FOM SIDEWALK CORAP I CE JAN 14 2013 COLLEGE STATION DEVELOPMENT SERVICES ENGINEERING PLAT FILED: MITCHELL MORGAN / College Station, Texas `-._' 260-6963 //840 511 UNIVERSITY DRIVE EAST SUITE 204 COLLEGE STATION, TX 77840 PLAN & DESIGN SPECIALISTS IN CIVIL ENGINEERING * HYDRAULICS 6. Zoning: GC - General Comme rcial 2/04/12 OF 7. ExistingUndeveloped P 77689 UyvilvivI DECEMBER 2012 Designed by: YJBM VOL. 315 PG. � ` / ,` -Use:.~""^"".""° 8. Setbacks: Per City of Colleg Station Ordinances 9. Site Area: 0.535 acres kl� EXISTING CURB TO 11. Sanitary Demands: 1221 GPD BE REMOVED AND 171111 `~~RECONSTRUCTED | /2. onnnuo* the oumpotor screen.- are /onozoo wnnm utility 000emanta, the property owner nm be responsible for the nnpl of the screens if it becomes neceaaory to remove them for utility construction and/or. maintenance. R21' 13. No TIA is required per LIDO. No portion of this site lies within the 100 -year floodplain boundary per FEMA's Flood Insurance Rate Map panel 48041c0305e Effective Date: May 16, 2012 VOL. 315 PG. 618 EXISTING DRIVEWAY GENERAL CONSTRUCTION NOTES: & APRON TO BE 1 . It shall be the responsibility of the Contractor to verify the exact location of ALL existing underground utilities. REMOVED Furthermore, the Contractor shall contact all utility company representatives a minimum of 48 hours in advance of any a. Contact Dig Tess @ 1-800-344-8377 Lavender @ Suddenlink 846-2229 b. Contact Mike c . Contact Ricard Wallace @ Verizon 821--4752- d. Contact Gilbert Ramirez @ CSU (ELectrical) 764_ 6J,�5 e. Contact Butch Willis @ CSU (Water/Wastewater) 761-3660 TIE TO f. Contact Josh Norton @ ATMOS 774-2506 EXISTING CURB 2. All construction shall be in accordance with the current City of College Station (C.S.) Standard Specifications for Street Cf) Construction, B/CS Unified Technical Specifications, Water and Sewer and Generals, 2012, and BCS Unified Design Details. All inspection shall be performed by the staff of the City Engineer of C.S. All construction shall be coordinated with the City of C.S. City Engineer. 00 3. In lieu of using the construction materials indicated in these pI ns, e on actor shall obtain written approval from the R5 0 City Engineer for any substitution prior to Construction. Requests for changes should include product information and an engineers seal where applicabl-3. The contractor shall be financially I �sponsible 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 and all federal, Q0 EXISTING state and local regulations. FIRE LANE 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 ver y these standards. Any retesting due to substandard FT1 work shall be at the expense of the Contractor. Structural areas SF 311 include all sidewalks 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 Stat,- and Federal Regulations regarding construction activitie'� near energized overhead power lines. Additionally, the contractor shall coordinate all proposed work and procedures with the y of C.S. Electrical Division. 7. All materials & labor not identified as a Separate Bid Item shall be considered subsidiary to the item in which it is us' All materials and equipment shall be both furnished and installed unless otherwise noted. 8. The Contractor must provide construction staking from the information provide on these plans. -uction shall receive cellulose fibermulchl seeding. 9. All soil exposed by consti 10. Trenches may be left operi overnight if properly barricad 7.50' 11. Adjustment of Water Meters, Valves, Manholes, Irrigation Systernsl and any other Public or Private Utility, etc. are not SIDE SETBACK separate pay items. The Price of the adjustment shall be subsidiary to the construction of Sewer Line, Force Main, etc. EXISTING 12. The contractor shall coordinate with Suddenlink Communications, CSU, and Verizon to adjust the location of existing ASPHALT L PAVEMENT 13. The contractor is responsible for traffic control. This is not a s parate pay item. 14. Temporary spoil areas will be identified on site by owner 15. All roof and ground -mounted mechanical equipment shall be scrJened from view or isolated so as not to be visible from any public right-of-way or residential district within 150' of the subj�ct lot, measured from a point five feet above grade. Such screening shall be coor6inated with the building architecture a4 scale to maintain a unified appearance. 16. Exterior Building and site lighting will meet the standards of S ion 7.10 of the Unified Development Ordinance. The light LOT 3 source shall not project below an opaque housing and no fixture shc I directly project light horizontally. Fixtures will be WOLF PEN mounted in such a manner that the projected cone of light does no, cross any property line. 17. Contractor shall provide parking lot striping in accordance with the layout shown on this plans. PLAZA 18. All storm sewer and sanitary sewer being constructed with this site plan is private. ....... ...... ...... 19. All dimensions are to the back of curb unless otherwise noted. PEM UNIVERSITY S LP ETAL ZONING: GC GENERAL COMMERCIAL 01W _ -- LEGEND - R26H U| U ~ WATERLIN--31 r^�wn* ncwu/n�mcn/� �--���-SANITARY SEWER LINE R��um���h�-�mu�\= 1 �o�/1UOS.F STORM DRAIN UNE 2'036 of Building= 21 pohm O� FIRE HYDRANT Parking provided = 19 parks* / EXISTING EXISTING FIRE LANE SANITARY SEWER CLEANOUT STOP SIGN MANHOLE Handicap Parking: R20' ~° Per Table 2 Section 4.1.2 of TAS y --�~~-'--- PROPERTY LINE for 1-25 needs 1 Space(s) -------�- '--- � '--'---312-----__~_.~ ~_ _-__-___-- PUBLIC UTILITY EASEMENT LINE ` ' �'---~ �~�~---�------ � ���.......... . SETBACK UNE � 18 Total f 1 H.C. Spaces Provided EXISTING (includes 1 Von A00000|b|o) o -*L-----'. ' -----'x-m'------ PAVEMENT I CRETE complial it. 012mUMNE Q (�e(Es QIRE FOM SIDEWALK CORAP I CE JAN 14 2013 COLLEGE STATION DEVELOPMENT SERVICES ENGINEERING PLAT FILED: MITCHELL MORGAN F.979.260. P564 511 UNIVERSITY DRIVE EAST SUITE 204 COLLEGE STATION, TX 77840 PLAN & DESIGN SPECIALISTS IN CIVIL ENGINEERING * HYDRAULICS SITE PLANS * SU Is[ S 2/04/12 OF VERONICA J.B. M6 I RGAN P 77689 UyvilvivI DECEMBER 2012 Designed by: YJBM Drawn By: RAA Checked By: JM,VJBM 171111 90-M-0 WJ