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HomeMy WebLinkAboutDrawings ' \ s u Q r e 2' ,c r, r,5✓'1 <, \\k"\ S° x V1 X �\ 8‘' i ,t 17 Io --- .______A — -,___-i , _. — Li -'••••----------"-* --. I G T' -J —t — -0 a 0v a vi V CITY OF COLLEGE STATION Building Inspection Department Received Wi/oS [ — s Reviewed (/i t io"d CITY OF COLLEGE STATION d BUILDING INSPECTION DEPARTMENT REVIEWED FOR COMPLIANCE Z PER NOTES ON PERMIT NO COMMENTS PER NOTES ON PLANS/SHEET$..______ BY DATE N N I� 4i 1 11 ---y' ' Ii. s\ lie> 1 , ////:\ 1 f 11 7 _ .a--` " ler /; F — - c 1M '.oyEkhat -- , / t 1 , I ,, It . , , , , , i, 1, „, , i /". ../\ ' , ,1 1 . } //1 i 11 I i f f` I O R�AIN PIPE 00 ACpbeK- / VS" PER 12" MIN. - Ir. TERMINATE PIPE ABOVE GRADE W ( r -2--c%'� 4SIC ►r 10" q 79 _ 73 - 77/ -7 1 I \ \\ ENTIRAN_CE\\ , \ ` /0 e /14-Pf- r `V , �. -- - -_ = � NEW FRENCH DRAIN *.!4-. \\ : . : � \\\\\\\\\\N\ `',:;;.; • PEAVI4"GHICKICFOW,.\"3 . , .. .. 9 16" O.C.E.W. \., "::; •EXISTING. . - WALK LEASE SPACE 2535 S.F. NEW 4" THICK CONC. PAVING - REINF. W/ "3 m 16" O.C.E.W. CHASE . BANK •;- EXISTING ..: ENTRANCE\ 'Poll ilik ) ' ■�111"tilati f . . EXISTING PARKING _= .26� i= Kik. .. . TODD MCILHANEY AM-Wi T.tirl P r REGISTRATION NUMBER: 19513 '' ■0 ■0 ■■' DATE ISSUED: 5/21/08 THESE DOCUMENTS ARE FOR INTERIM REVIEW AND ARE NOT INTENDED FOR REGULATORY APPROVAL, PROPOSED SITE IMPROVEMENTS 11.00._0. 1 PERMIT,OR CONSTRUCTION PURPOSES. SITE IMPROVEMENTS FOR 303 COLLEGE MAIN TODD MCILI--I4NEY ARCHITECTURE P12 COLLEGE STATION, TX ■+ro LAUREN DIOL • COLLEGE 61ATIaa,TX 11646 • (111)1615.3666 • wddetsurdn.eu+reem PROPOSED SITE PLAN o-mom a PROPOSED CONCRETE CURB AND SIDEWALK r n to �j(5' W D r W rl D N z In .- m CONCRETE E J Ln \� LO -nm -4 'J U con700 TO�� D r COVERED CONC. SIDEWALK _P. L. - BOC CHURCH AVENUE ( 40' R0,61, 36.8' BB ) 1 PROPOSED 6" WATER LINE 1 m D oI y z cz! CUT z m CONCRET �; nl I I I I WIDTH 0_3 c a° 5.5 PROP. 6" WW.00_I - m mI S 1- -n"-------Y - --� � nz I W W w n O I nz I r �oL EXIST. CCNC.-) 2.5 I A o f 1 BM EXPANSION JOINT m SCALE 1ix ! Z i ; STA. 0+00 zCONIC RE'E m o � > I� I z U.G. nIr az. -�-- -- r STORM. SEWER O �� N ' 0 m a r j I t E 1 SICA,, _ (! I SEDIMENT CONTROL DEVICES � I ! I 1 Q zH __T_- IR i. I THE CONTRACTOR SHALL BE RESPONSIBLE FOR SEDIMENTATION CONTROL = IRON PIPE I� F ' DURING CONSTRUCTION AND SHALL TAKE THE NECESSARY STEPS TO MITIGATE U ' CM S THE AMOUNT OF SOIL AND DEBRIS ORIGINATED AT THE SITE AND CARRIED WE' 1 CAP O ONTO PUBLIC RIGHTS OF WAY, WATER COURSES AND ADJACENT PROPERTY. F- (N x TO THIS EFFECT THE CONTRACTOR SHALL INSTALL A SILTING BARRIER ALONG — O z = FOUND THE LOWER ENDS OF THE LAND BEING DISTURBED AS SHOWN HERE. m m x I I O CO CO ' r- 2. ALL STORM DRAINAGE INLETS WILL BE PROTECTED DURING CONSTRUCTION V: 1 = ._- y o� F7 FC = FENCE CORNER I 7 G V / V) 1 w nzi W !T £ m O~ q Lx,J Ij HYDROMULCHED AND WATERED UNTIL GROWTH IS ESTABLISHED, M PUE Z M IN DEVELOPED AREAS WHERE GRASS IS PRESENT, BLOCK SOD WILL BE EE ISOLATION VALVE H mX 27 CL p MUST HAVE LOCKABLE LID i > ro x+ ¢ 4. APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE ! i a_ = ELECTRIC TRANSFORMER m STAY IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS ESTABLISHED. I W ; ! F 02 r I I c> I ! z I 'v ,� ELEV. _ 100.00, 1 PROPOSED 6" WATER LINE 1 m D oI y z cz! CUT z m CONCRET �; nl I I I I WIDTH 0_3 c a° 5.5 PROP. 6" WW.00_I - m mI S 1- -n"-------Y - --� � nz I W W w n O I nz I r �oL EXIST. CCNC.-) 2.5 I A o f 1 BM EXPANSION JOINT m SCALE 1ix ! Z i ; STA. 0+00 zCONIC RE'E m o � > I� I z U.G. nIr az. -�-- -- r STORM. SEWER O �� N ' 0 m a r j I t E 1 SICA,, _ (! I SEDIMENT CONTROL DEVICES � I ! I EROSION CONTROL NOTES Q zH __T_- IR ! I THE CONTRACTOR SHALL BE RESPONSIBLE FOR SEDIMENTATION CONTROL = IRON PIPE I� F ' DURING CONSTRUCTION AND SHALL TAKE THE NECESSARY STEPS TO MITIGATE = CONCRETE MARKER CM S THE AMOUNT OF SOIL AND DEBRIS ORIGINATED AT THE SITE AND CARRIED WE' 1 CAP = CAPPED ONTO PUBLIC RIGHTS OF WAY, WATER COURSES AND ADJACENT PROPERTY. F- (N = SET TO THIS EFFECT THE CONTRACTOR SHALL INSTALL A SILTING BARRIER ALONG j O z = FOUND THE LOWER ENDS OF THE LAND BEING DISTURBED AS SHOWN HERE. i00 O CO CO O 2. ALL STORM DRAINAGE INLETS WILL BE PROTECTED DURING CONSTRUCTION V: 1 = ._- n FROM RUNOFF SEDIMENTAr ION BY A 6" HIGH BARRIER MADE UP OF 20 it FC = FENCE CORNER I HAY FILLED BURLAP BAGS (OR EQUIVALENT BARRIER), ( M V) 1 w Q Be BARED BY CONSTRUCTION SHALL BE ADEQUATELY BLOCK SODDED OR 1 q Lx,J Ij HYDROMULCHED AND WATERED UNTIL GROWTH IS ESTABLISHED, M PUE = PUBLIC UTILITY EASMT. IN DEVELOPED AREAS WHERE GRASS IS PRESENT, BLOCK SOD WILL BE EE ISOLATION VALVE I REQUIRED. BARED AREAS SHALL BE SEEDED OR SODDED WITHIN -4 CL p MUST HAVE LOCKABLE LID i AE CALENDAR DAYS OF LAST DISTURBANCE. I 34' CONCRETE R040/V/-Y WIDTH ¢ 4. APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE ! i a_ = ELECTRIC TRANSFORMER m STAY IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS ESTABLISHED. I E ; ! i r PP 5. SITE BENCHMARK ! I ! I NH ,� ELEV. _ 100.00, CO= I I I I I 100 G = GAS O :::> --I 100- N m ! m = WATER VALVE i � U m ; '1 = SANITARY SEWER 10) = I FH d ! NY - � 1 TB = TELEPHONE PEDESTAL i CO CO Ta = CABLE TV > d MEER/MARKER-I p p N AC = AIR CONDITIONER w > O -99 z !— -- _ OVERHANG O ° ! EDP = EDGE OF PAVEMENT I BOC = I! =_ = II �IIII --1-- �__ ! —99- i ; • _:.�.=--___.,....�_- _--"-'--==-IRRIGATION -VALVE-..,..pp¢d', _ I ( M 1 I I I R) = RECORDED I -98 I ! �98- j -97 -D7- EXIST. TELEDHONIE LINE i I ASSUMED LOCATION & DEPTH - I **FIELD VERIFY** -96-r— I 36' OF 6" DIS 1 ; 2,IX , 211, 6„ - pP:NG I I 6"X 12" SDR 2, I _ c _. SLEEVE COUPLING 6" ISOLATION I I , I ASTIv1 D2241 6" GATE VALVE PLUG VALVE ( CLASS 200 1, EXS1 '2" 'h_ j -95 DE°TH '*FIELD '/ERIFY*' -G— g.5- IASSUMED , I ! ,Ni 1 ! I -94 u1j z f EXIST. 3" GAS °iPEL'NE I ip; I J I i w ASSUMED LOCATION & DEPTIH '�! 194'- J J w I I i z **FIELD !- RIS `-.. , j I I ; `'_ ¢I� N.a. ¢ N o I I j J m Z1� z w I a ( m ¢ ( I I -93 J J `'I U I I�0 I I I V ,> Oz;_ i �I z'- L h I c tn I z i !LL N1 I + I , i i i I o Iw o o o. +!z O j a- + r� ! I z z I I + I Q + ca z ! - O O I-= I !n o ! ; O != I to : I ( i O I�, O H i O F z BION 1 w 1 w j I (�/1 N�� INS ( I I I I 1 Nim Ln ( fIO �I CONSTRUCTION NOTES: 1. ALL LINEAR DIMENSIONS ARE IN FEET UNLESS OTHERWISE NOTED. 2. THIS PROPERTY DOES NOT LIE WITHIN AN IDENTIFIED 100 -YR FLOOD PLAIN ACCORDING TO FEMA MAP No. 4804' C 0143 C, DATED JULY 2, 1992. 3. BEARING BASE IS -HE RIGHT-OF-WAY UNE OF CHURCH AVENUE, OBT4;NED FROM RIGHT-OF-WAY MAP OF F,M. ROAD 60, DATED OCT, 1965, 4. SITE BENCHMARK IS TOP OF CURB ON THE WEST SIDE OF COLLEGE M.Ai'd, ARBITRARILY SET AT 100.00'. 5. ALL CONSTRUCTION MATERIALS AND METHODS SHALL CONFORM WITH THE B/CS 2008 UNIFIED TECHNICAL SPECS AND DETAILS, WHERE CONFLICT OCCURS BETWEEN PLANS AND THE B/CS UNIFIED SPECS AND DETAILS, THE MORE CONSERVATIVE SHALL PREVAIL, A COPY OF THESE UNIFIED STANDARDS SHALL BE KEPT ON S -E DURING CONSTRUCTION. 6, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD `✓ER!Fr THE EXACT DEPTH & LOCATION OF ALL EXISTING UNDERGROUND UTILITIES AFZ ECTiNG . THIS PROJECT PRIOR TO COMMENCING ANY ',YORK. ALL EXISTING JT•UTY LOCATIONS SHOWN HERE ARE APPROXIMATE. THE CONTRACTOR SHALL PROTECT ALL UNDER- GROUND UTILITIES AFFECTING THIS PROJECT. 7. THE CONTRACTOR SHALL NOTIFY ALL UTILITIES AT LE,4,ST 2 DAYS PRIOR TO S -ART OF CONSTRUCTION: WATER AND SEWER SERVICES - 764-366. ELECTRICAL SERVICES - 764-3660 ATMOS GAS - 775-1624 VERIZON SOUTHWEST - 321-4303 COX COMMuNICAT10NS - 776-7'66 DIG TESS - 1-800-344-3877 _'F ANY OF THE ABOVE NUMBERS HAVE CT.ANGED -E `:ON-P.•C;OR SCALL OB A'N THE CORRECT ONES. 8. THE CONTRACTOR SHALL PROVIDE ADEQUATE SHEETING, SHORING, 6 --GING, ETC. WHERE TRENCH DEPTH EXCEEDS 5 cEET. 9. THE CONTRACTOR SHALL MAINTAIN ACCURA-E RECORDS 0= :NY CONSTRUC"ION CHANGES IN ORDER TO FACILITATE THE PREPARATION OF "AS -BUILT DRAN:NGS" WHICH SMALL BE SUBMITTED TO THE CITY WITHIN 3C DA."S OF COMPLETION OF CONSTRUCTION. 10. THE CONTRACTOR SHALL COORDINATE ALL PROPOSED WORK AND PROCED:,RESI WITH THE CITY OF COLLEGE STAT'.ON. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FCR THE CC',TAINMEN- ANO PROPER DISPOSAL OF ALL LIQUID AND SOLID WASTE ASSOCIA'ED W.'- TH,S PROJECT. THE CONTRACTOR SHALL USE .ALL MEANS NECESSARY TO PRE`:E4T THE OCCURRENCE OF WIND BLOWN _!TIER FROM THE PROJECT SITE. 12. BACKF!LL MATERIAL SHALL BE COMPACTED TO A. MINIMuM OF 90% OF MAX MLL' DENSITY AS DETERMINED BY ASTM D 698 ;N OPEN AREAS AND 98% �NCER PAVEMENT AND STRUCTURES. ALL BACKFILL SHALL BE •N 6" LIFTS. 13. PROPOSED WATER LINE SHALL HAVE A MINIMUM 4' COVER 14. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND ESTABLISI-ING STATION O+DO. 15. THE ISOLATION VALVE SHALL HAVE A LOCKABLE LID AND SHALL, AT A MINIMUM, SUPPLY PROTECTION AS THE AMP OR LISA, LL562 LOCKING LID. ALTERNATE LOCKABLE LIDS SHALL BE APPROVED B" COLLEGE STATION UTILITIES DIRECTOR OR HIS DESIGNEE. 16.CONTRACTOR SHALL BE RESPONSIBLE TO SECURE GEOTECHNICAL ENG!NEEP,!NG SERVICES IF NEEDED. 17.THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUC-:ON :,;TOUT AND SURVEYING SERVICES, AND TO SECURE AS -BUILT CERTIFIC�T'CNS AS REQUIRE :;I PRO T ECT ��; �,-�!�, J INOTE: - 'NARNING SIGN SEQUENCE IN OPPOSITE DIRECTION SAME AS BELOW DCS'ED sl_ SPEED I SPAC�NG I (ngP-I) ( (FEE,) 3C OR I'D i i 135�LESS 76� i/ i I j I • 0 ONE -AN;'ROAD y CP AHEAD mill1 T RGA;; i NGRK rHC,•,D F GJRE %-'5 _ANE C_CSJRE 0\ W!NOR SIR= ET. 00 �n 0 00 ~" CO 00V I SCS UNIFIED LISTING + • STORM DPA,N INLIT PROTECTION ! - SWPP1-00 I I • --PEN CUT CONCRE'E STREE- I - ST4-02 • GATE VALVE & BOX - W1-00 ' • BEDDING & TRENCH FOR DIP & PVC PIPE - W4-03 ' i TYPICAL COMBINED CGRB & I GUTTER SECTION - ST' -01 • TYPICAL CONCRETE PAVEMENT I I JOINT & REINrORCEMENT LAYOUT SW3-00 I ENHANCED CONC. SIDEWALK ! SWI -02 s% 0 F �TF114 i I CHRISTIAN A. GALIND( 0� 53425 >LQ� �i < O O � /CEN`' �IIIIt. 'ONAL 1 I ' C-RIS-:A'v e. G. T DO �.E., R.P.L.S. O --E: J'.;_' 29, 2008 EROSION CONTROL NOTES Q zH IR = IRON ROD THE CONTRACTOR SHALL BE RESPONSIBLE FOR SEDIMENTATION CONTROL = IRON PIPE I� F ' DURING CONSTRUCTION AND SHALL TAKE THE NECESSARY STEPS TO MITIGATE = CONCRETE MARKER CM MOC THE AMOUNT OF SOIL AND DEBRIS ORIGINATED AT THE SITE AND CARRIED WE' 1 CAP = CAPPED ONTO PUBLIC RIGHTS OF WAY, WATER COURSES AND ADJACENT PROPERTY. F- (N = SET TO THIS EFFECT THE CONTRACTOR SHALL INSTALL A SILTING BARRIER ALONG j O O = FOUND THE LOWER ENDS OF THE LAND BEING DISTURBED AS SHOWN HERE. i00 O CO CO O 2. ALL STORM DRAINAGE INLETS WILL BE PROTECTED DURING CONSTRUCTION ._- n FROM RUNOFF SEDIMENTAr ION BY A 6" HIGH BARRIER MADE UP OF 20 it FC = FENCE CORNER I HAY FILLED BURLAP BAGS (OR EQUIVALENT BARRIER), ( M V) 3, ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN Q Be BARED BY CONSTRUCTION SHALL BE ADEQUATELY BLOCK SODDED OR 1 q Lx,J Ij HYDROMULCHED AND WATERED UNTIL GROWTH IS ESTABLISHED, M PUE = PUBLIC UTILITY EASMT. IN DEVELOPED AREAS WHERE GRASS IS PRESENT, BLOCK SOD WILL BE EE = ELECTRICAL EASEMENT I REQUIRED. BARED AREAS SHALL BE SEEDED OR SODDED WITHIN -4 = DRAINAGE EASEMENT Z AE CALENDAR DAYS OF LAST DISTURBANCE. I ¢ 4. APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE ! i ENTRE TIME THAT EARTH HAS BEEN BARED BY CONSTRUCTION AND SHALL = ELECTRIC TRANSFORMER m STAY IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS ESTABLISHED. I E = ELECTR'CA.L IT SHALL THEN BE REMOVED BY THE CONTRACTOR, r PP 5. ALL EROSION CONTROL MEASURES SHALL BE CLEANED OF SILT AFTER ! EVERY RAIN, NH ,� nl SCS UNIFIED LISTING + • STORM DPA,N INLIT PROTECTION ! - SWPP1-00 I I • --PEN CUT CONCRE'E STREE- I - ST4-02 • GATE VALVE & BOX - W1-00 ' • BEDDING & TRENCH FOR DIP & PVC PIPE - W4-03 ' i TYPICAL COMBINED CGRB & I GUTTER SECTION - ST' -01 • TYPICAL CONCRETE PAVEMENT I I JOINT & REINrORCEMENT LAYOUT SW3-00 I ENHANCED CONC. SIDEWALK ! SWI -02 s% 0 F �TF114 i I CHRISTIAN A. GALIND( 0� 53425 >LQ� �i < O O � /CEN`' �IIIIt. 'ONAL 1 I ' C-RIS-:A'v e. G. T DO �.E., R.P.L.S. O --E: J'.;_' 29, 2008 _EGEND Q zH IR = IRON ROD X = IRON PIPE I� F ' = CONCRETE MARKER CM MOC = MARK ON CONCRETE WE' 1 CAP = CAPPED F- S S = SET i O co = FOUND ��• O CO CO O =P = FENCE POST ._- In FC = FENCE CORNER M ROW = R;GHT OF WAY j i I I I M Be = BACK TO BACK OF CuRB BL = BUILDING UNE M PUE = PUBLIC UTILITY EASMT. EE = ELECTRICAL EASEMENT DE = DRAINAGE EASEMENT AE = ACCESS EASEMENT —� PAE = PARKING/ACCESS EASMT. i = ELECTRIC TRANSFORMER E = ELECTR'CA.L PP = POWER POLE _P = LIGHT POLE NH = MANHOLE 00 CO= CLEAN OUT O G = GAS O :::> W = WATER N m = WATER VALVE i � U SS = SANITARY SEWER 10) FH = FIRE HYDRANT ! NY - TB = TELEPHONE PEDESTAL i CO CO Ta = CABLE TV > MEER/MARKER-I p p N AC = AIR CONDITIONER w > O z OH _ OVERHANG O EDP = EDGE OF PAVEMENT LTJ 13(n BOC = BACK Of CURB I- In CL > PE = PEDESTRIAN ACCESS EASMT. I ¢ W CL w • _:.�.=--___.,....�_- _--"-'--==-IRRIGATION -VALVE-..,..pp¢d', _ ....... ___.._. ( M 1 = MEASURED R) = RECORDED SCS UNIFIED LISTING + • STORM DPA,N INLIT PROTECTION ! - SWPP1-00 I I • --PEN CUT CONCRE'E STREE- I - ST4-02 • GATE VALVE & BOX - W1-00 ' • BEDDING & TRENCH FOR DIP & PVC PIPE - W4-03 ' i TYPICAL COMBINED CGRB & I GUTTER SECTION - ST' -01 • TYPICAL CONCRETE PAVEMENT I I JOINT & REINrORCEMENT LAYOUT SW3-00 I ENHANCED CONC. SIDEWALK ! SWI -02 s% 0 F �TF114 i I CHRISTIAN A. GALIND( 0� 53425 >LQ� �i < O O � /CEN`' �IIIIt. 'ONAL 1 I ' C-RIS-:A'v e. G. T DO �.E., R.P.L.S. O --E: J'.;_' 29, 2008 Ln of z - ! Lil Q to i OI 1n :2� m _J � LU '. LLI ( O 00 w 10 LL1 G1 _J rn I -"Ln 0X i wj O_ L,J U F- 07 w U z ma�rnN p0: aV) d r PROJECT j 96-08 SHEET 1 OF 1 0640 0 fit t O zH !� WE' 1�1 1 �D Z i '•-� co Com-', I I ��• O CO CO -I E- ._- j i I I I Ln of z - ! Lil Q to i OI 1n :2� m _J � LU '. LLI ( O 00 w 10 LL1 G1 _J rn I -"Ln 0X i wj O_ L,J U F- 07 w U z ma�rnN p0: aV) d r PROJECT j 96-08 SHEET 1 OF 1 0640 0 fit t NOTE, TYPE OW EXPANSION JOINTS IN CUI3 & GUTTER SHALL K SPACED AT A MAXIMUM DISTANCE OF 601 APART AND AT ALL RAIIIUS P'DINTTS, P. T, 0 S AND PICIN ` S, TYPE 111" CpNToCTIDN JDINTS IN CURB It GUTTER :S14ALL BE SPACED AT A MAXIMUM DISTANCE OF 10' APART, •4 x V-4' SMOOTH 61 I DOWELS01'-6'O.G PAVERS �I/ IAV SANDL SAND LEVELLING BED � 4 14 BARS 0O.O.E.W.- 3BT 1/4* R Q {y r ILL EJ ANV41D 59OMPRE55ABLE 3' 3' �j � a Ul FILLER AND SEAL 9 0 = 3/4' X :1W SMOOTH 310 EXPANSION. BOWELS � GURS DETAIL l J 1 1 /2" WOOD LATTICE 2x 12 O 2'-O'O.G. 2 - 2x 12 BEAM TO POSTS WITH SIMPSON OTRONGTIE POST TO BEAM BRACKETS 4x4 TREATED POSTS - SET MIN. 2'-O' INTO CONCRETE EXISTING CONCRETE RSOR DETAIL = Site(hnal)2 Friday, September 26, 2008 / 4:52 PM 4 PLANTIi�G DETAIL NO 5Gf *-rv--eim m,t V V,,c 'I-Yt mm -ped f matv►t fined to 1Cnu'nkaih v`lls(bWv, O� 'twAic. C(mh/bl' '5 `c Y45 G CW VYCJln `t cAt est MoLI" EXISTING BUILDING FACADE TO REMAIN IG REF. S/A I REVkE*'VEU FOR COMPLIANCE OCT 0 2 2008 CERTIFICATE ❑ REQUIRED Cl +V ❑ +2' ❑ +3' ❑ 44 I, [J9 NOT PARKWAY COLLECTION MODEL a R BT DD -A 1 BY NEENAH FOUNDRY CO.OR EQUAL 1-5/4'X 1-5/4'X 1 /4' STEEL ANGLE BRICK PAVER 51DENALK - RUNNING BOND PATTERN. REF. CIVIL DW65. FOR ADDITIONAL DETAILS m M m 1 1/4' THICK X 2'STEEL TAE-:7 AB L SLOTTED T/ TE A CHO FOR CONCRETE ANCHOR 5HOP WELDED TO FRAME (TYP. D PL05. PER FRAME) CONCRETE ANCHOR BOLT CONCRETE - LEAVE OUT TO BE (BY INSTALLER) 1' LARGER THAN TREE GRATE STANDARD FRAME ORIENTATION (LEG UP) 1 TREE SPRATE-PETA-d-L-- (-8--'% FRONT ELEVATION 1 /8" = 1'-0' - O{NNEIz: I.ITY OF COLLEGE STfiTION ZONING: NS -1 EQUAL EA. SIDE OF RAILING BETWEEN COLUMNS 5 -MINIMUM COMPLIANCE DO 0,2 9000 6'96' STL. TUBE COLUMN 2'X2' SQUARE TUBE 112'X 1' STL. BAR i'X 1' SQUAR B R l0 m OF PORCH GOALVA I ED AND PAINTED. 2X2E5QUARE TUBE RAIL 1- I z Q a ul m EXIST. 6",5 ETER I fVL F Z � W N W IN CAST IRO GRATE (5 4 4/A 1) TO MAINTAIN A UNIFIED APPEARANCE. W , \ w l~' Q EX15T. GONG. m REMOVE E 5T. GONG. APRON w TO.REMAIN as AND REPLA E WITH BRICK 1 ^ PAVER 51D WALK (RUNNING r 10'-O Q w BOND PAT ERN) N�J I E L51TE55ERIE5 ) I Yy=+v > EL # RB -28 BY m OR STANLEY CHURCH AVENUE o o Q <OR > EQUAL i V d < LL PROJECT V �vz 1 ZO F;Z I u LOCATION EXIST. GONG w m Q TO REMAIN i UNIVERSITY DRIVE TEXAS AW i UNIVERSITY 6'96' STL. TUBE COLUMN 2'X2' SQUARE TUBE 112'X 1' STL. BAR i'X 1' SQUAR B R l0 m 1/2" = 1'-C EXISTING GONG. WALK (STAMPED BRIGK PATTERN) BICYCLE RACK GONDEN5ING UNIT - 5TEEL51TE5 SERIES 142.2"1' N 44 14' 00" E CONGEAL FROM VIEW MODEL # R5-25 BY ITH 6 PRIVACY FENCE VICTOR STANLEY G AND GATES ❑ OR EQUAL T � `'� Y a64' el, 1X i mx i I O O 1 !Il ' OWNER: RICHARD BENNING z 1 ZONING: NG- 1 N , �I w O ILLEAVE-OUT FOR FUTURE STAIR- - �- I NOT IN GONTRAGT I� 71 34'-6n i RAIL ELEVATION V 1 1/.S"= EXIST. GONG. SidENALK _- (STAMPED BRIG PATTERN -- EXIST. RAMP 1 EXIST. RAMP AMBULATOR RAMP REF. CIVIL DRAWINGS OF PORCH GOALVA I ED AND PAINTED. 2X2E5QUARE TUBE RAIL DETAIL 1/2" = 1'-C EXISTING GONG. WALK (STAMPED BRIGK PATTERN) BICYCLE RACK GONDEN5ING UNIT - 5TEEL51TE5 SERIES 142.2"1' N 44 14' 00" E CONGEAL FROM VIEW MODEL # R5-25 BY ITH 6 PRIVACY FENCE VICTOR STANLEY G AND GATES ❑ OR EQUAL T � `'� Y a64' el, 1X i mx i I O O 1 !Il ' OWNER: RICHARD BENNING z 1 ZONING: NG- 1 N , �I w O ILLEAVE-OUT FOR FUTURE STAIR- - �- I NOT IN GONTRAGT I� 71 34'-6n i RAIL ELEVATION V 1 1/.S"= EXIST. GONG. SidENALK _- (STAMPED BRIG PATTERN -- EXIST. RAMP 1 EXIST. RAMP AMBULATOR RAMP REF. CIVIL DRAWINGS 14 124.16' N 44 .1 E ; ; ; i 1 i i --iii N' N COWC 1NFILL' ' i i i i EXIST. GONG. DRIVEEXIST. 6" PRIVATE S.S. OWNER: ROBERT FORRIE LINE TO CITY MAIN ZONING: N6-1 ON CHURCH STREET UTILITIES/WASTE PROJECT PF.5CRIPTI0N PROPERTY DESCRIPTION !.ANCISCAPING DOMESTIC 0 GPM MIN. NAME: CEDAR LANE LEGAL: LOT 26, BLOCK 6-7 REQUIRED LANDSCAPING POINTS WATER: 73 GPM MAX. CURRENT: 1 STORY (30 10 S.F.) KC. BOYETT ESTATE 6255 SF / 1000 - 6.25(30) <1 GPM AYG. GOMMERCIAL BUILDING- 157.5 PT5. ADDRESS: 303 COLLEGE MAIN STREETSCAPE FRONTAGE - 50'/3 SANITARY 0 GPM MIN. PROPOSED: 1 STORY NIGHTCLUB 5ITE AREA: 6254.94 S.F. -16.66' WASTE: 58 GPM MAX. <1 GPM A\/&.I 00%GOVERAGEOFGROUNDGOVER, PARKING: NONE ON-51TE(5HARED) DECORATIVE PAVING, DECORATIVE ROCK, OWNER: ROBERT J. FORREST OR A PERENNIAL 6RA55 15 REQUIRED IN GAS: 1000 MBH SOLID WASTE: SHARED RIGHTS -OF WAY, AND ADJACENT PROPERTY ELEC: 120/208 3 Ph. 1 230 SOUTH COLLEGE DISTURBED DURING CONSTRUCTION BRYAN, TEXAS 7 7803 PLAN 979/846-5154 NORTH NOTE: PROPERTY 15 NOT WITHIN 1 5ITE FLA 100 YEAR FLOOD PLAIN ti I ' EX15T.GONG.5IDENI LK ' (STAMPED BRICK P TTERN) TREE NELL5 ARE LOCATED APPROX. V-0" SOUTH OF LOCATION READ. BY CITY ORDINANCE. ADHERENCE TO STIPULATED 5PACING WOULD PLACE A TREE IN THE MIDDLE OF THE AMBULATORY RAMP. PROVIDE IRRIGATION TO TREE NELL5 SYSTEM DESIGN AND INSTALLATION TO BE PROVIDED BY LICENSED IRRIGATOR AND COMPLY KITH ALL REQUIREMENTS OF THE CITY OF COLLEGE STATION APPROX. 145-0" TO ALL ROOF AND GROUND MOUNTED I N H E 1031108 MECHANICAL EQU PME T 5 ALL B SOUTHEAST CORNER SCREENED FROM VIEN OR 1501-ATED OF CHURCH STREET I EXIST.NATE METER PUBLIC RIGHT-OF-WAY OR RESIDENTIAL `V • EXIST. 6",5 ETER I lO. 4" CALIPER LIVE OAK TREE N I IN CAST IRO GRATE (5 4 4/A 1) TO MAINTAIN A UNIFIED APPEARANCE. 9F , \ w l~' 1D CD EX15T. GONG. REMOVE E 5T. GONG. APRON TO.REMAIN as AND REPLA E WITH BRICK 1 ^ PAVER 51D WALK (RUNNING r 10'-O Q w BOND PAT ERN) N�J I E L51TE55ERIE5 ) I '2 i ,a- z > EL # RB -28 BY m OR STANLEY o o Q <OR > EQUAL i V d < V �vz 1 ZO F;Z I u EXIST. GONG w m Q TO REMAIN i 3 i iO. 0 4" G LIFER LIVE OAK Lu ry TRE IN CAST IRON I OR TE (5 4 4/A 1) —a ' •. ME AL O -FIRE DEPT. GONNEGTION F1 PR RTY LINE U ' � as UR �,'EN RY FAG DE r N T IN CON AOT 14 124.16' N 44 .1 E ; ; ; i 1 i i --iii N' N COWC 1NFILL' ' i i i i EXIST. GONG. DRIVEEXIST. 6" PRIVATE S.S. OWNER: ROBERT FORRIE LINE TO CITY MAIN ZONING: N6-1 ON CHURCH STREET UTILITIES/WASTE PROJECT PF.5CRIPTI0N PROPERTY DESCRIPTION !.ANCISCAPING DOMESTIC 0 GPM MIN. NAME: CEDAR LANE LEGAL: LOT 26, BLOCK 6-7 REQUIRED LANDSCAPING POINTS WATER: 73 GPM MAX. CURRENT: 1 STORY (30 10 S.F.) KC. BOYETT ESTATE 6255 SF / 1000 - 6.25(30) <1 GPM AYG. GOMMERCIAL BUILDING- 157.5 PT5. ADDRESS: 303 COLLEGE MAIN STREETSCAPE FRONTAGE - 50'/3 SANITARY 0 GPM MIN. PROPOSED: 1 STORY NIGHTCLUB 5ITE AREA: 6254.94 S.F. -16.66' WASTE: 58 GPM MAX. <1 GPM A\/&.I 00%GOVERAGEOFGROUNDGOVER, PARKING: NONE ON-51TE(5HARED) DECORATIVE PAVING, DECORATIVE ROCK, OWNER: ROBERT J. FORREST OR A PERENNIAL 6RA55 15 REQUIRED IN GAS: 1000 MBH SOLID WASTE: SHARED RIGHTS -OF WAY, AND ADJACENT PROPERTY ELEC: 120/208 3 Ph. 1 230 SOUTH COLLEGE DISTURBED DURING CONSTRUCTION BRYAN, TEXAS 7 7803 PLAN 979/846-5154 NORTH NOTE: PROPERTY 15 NOT WITHIN 1 5ITE FLA 100 YEAR FLOOD PLAIN ti I ' EX15T.GONG.5IDENI LK ' (STAMPED BRICK P TTERN) TREE NELL5 ARE LOCATED APPROX. V-0" SOUTH OF LOCATION READ. BY CITY ORDINANCE. ADHERENCE TO STIPULATED 5PACING WOULD PLACE A TREE IN THE MIDDLE OF THE AMBULATORY RAMP. PROVIDE IRRIGATION TO TREE NELL5 SYSTEM DESIGN AND INSTALLATION TO BE PROVIDED BY LICENSED IRRIGATOR AND COMPLY KITH ALL REQUIREMENTS OF THE CITY OF COLLEGE STATION APPROX. 145-0" TO ALL ROOF AND GROUND MOUNTED I N H E 1031108 � o MECHANICAL EQU PME T 5 ALL B SOUTHEAST CORNER SCREENED FROM VIEN OR 1501-ATED OF CHURCH STREET N O V PUBLIC RIGHT-OF-WAY OR RESIDENTIAL `V • � 1714 FEET ABOVE GRADE SUCH SCREENING N ON N BUILDING ARCHITECTURE AND SCALE IL I TO MAINTAIN A UNIFIED APPEARANCE. 9F \ w l~' 1D CD 00 as � r � o MECHANICAL EQU PME T 5 ALL B SOUTHEAST CORNER SCREENED FROM VIEN OR 1501-ATED OF CHURCH STREET 50 A5 NOT TO BE VISIBLE FROM ANY 2008 AND GOLLEGE MAIN PUBLIC RIGHT-OF-WAY OR RESIDENTIAL 0 LOT, MEASURED FROM A POINT FIVE 7ATI FEET ABOVE GRADE SUCH SCREENING N BUILDING ARCHITECTURE AND SCALE FIRE HYDRANT AT MECHANICAL EQU PME T 5 ALL B SOUTHEAST CORNER SCREENED FROM VIEN OR 1501-ATED OF CHURCH STREET 50 A5 NOT TO BE VISIBLE FROM ANY 2008 AND GOLLEGE MAIN PUBLIC RIGHT-OF-WAY OR RESIDENTIAL DISTRICT NITHIN 1 50' OF THE SUBJECT LOT, MEASURED FROM A POINT FIVE 7ATI FEET ABOVE GRADE SUCH SCREENING SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALE IL I TO MAINTAIN A UNIFIED APPEARANCE. il"Ini ® . _ I4LiTE' TYPE 'E' EXPANSIDN XINIS IN CURB & WIE SHALL BE SPACO AT iA 14AXIMUK DISTANCE OF' tail' APART AND AT ALL RADIUS P`1TI' TSj Pb Ta' S P'a C,'! TYPE f CC1NTRAtTtlIN JOINTS IN CURB I GUTTER _SHALL BE SPACED AT A MAXIM IR DISTANCE OF IV (APART, #4X V-4* SMOOTH DOWELS 0 1'-b' O.C. BRICK PAVERS ON /"� .+.•.� SAND LEVELLING BED tt4 BARS ® i'-6'O.C.E.W. O 7 , 1/2"E -J. WITH COMPRE55ABLE N FILLER AND 5EALANT AT T6+ri Willa 0 — 31VI X lir SMOOTH EXPANSION VOWELS 29 M 1 /'+4' R CURB " ETAIL 1 1/2" - LATTICE /2"_ LATTICE 2X 12 e 2'-O' O.0 2 - 2X 12 BEAM TO POSTS WITH SIMPSON STRONGTIE POST TO BEAM BRACKETS 4x4 TREATED POSTS - SET MIN, V-61"INTO CONCRETE— EXISTING CONCRETE Friday, September 26, 2008 / 4:52 PM PLANTING i7ETAIL i'v1cx.lvl�'ctiY1�C,� � yYlCtih' („iV� V tSt 1� i li 4� o� tvA i v wt,*vt 1 5v y,5 C O wun -t Wolt,6 f\Aa (vi Ff(ISTIWe RIM MiWe—FSr.A AF T/1OC,.w AIA( PARKWAY COLLECTION MODEL 0 R 8938-A 1 BY NEENAH FOUNDRY CO. OR EQUAL 6 1-5/4'X 1-5/4'X 1 /4' STEEL ANGLE REF. 5/A 1 BRICK PAVER SIDE WALK - RUNNING BOND PATTERN. REF. CIVIL DW65. FOR ADDITIONAL DETAILS � � m W w m OFRAILING w `V 1/4' THICK X 2' STEEL TAB - — — SLOTTED 1/16'X 5/4' — -- FOR CONCRETE ANCHOR u � SHO,7-,NE WELDED TO FRAME AR (TYP. 8 PLC5. PER FRAME) p CONCRETE ANCHOR BOLT CONCRETE - LEAVE OUT TO BE (BY INSTALLER) 1' LARGER THAN TREE GRATE STANDARD FRAME ORIENTATION (LEG UP) TREE GRATE VETAIL 0ARBOR DETAIL ro"'N F=RONT ELI=VATION OWNER: CITY OF COLLEGE STATION ZONING: NG- 1 COMPLIANCE OCT 0 2 2008 COLLtUt b W ION DEVELOPMENT SERVICI PLAT FILED: a VICINITY MAP OCT 0 2 2008 EQUAL EA. SIDE W w ~ OFRAILING w `V BETWEEN COLUMNS p 5, MINIMUM ¢ < E u � AR ON p V N 1'X 1' SQUAR BA R O V 1 J ,V m N N U z � i • ~ cz 0 w CHURCH AVENUE LL PROJECT m LOCATION UNIVERSITY DRIVE TEXAS A6M UNIVERSITY VICINITY MAP OCT 0 2 2008 EQUAL EA. SIDE .- 0 OFRAILING b'Xb' STL. TUBE COLUMN `V BETWEEN COLUMNS 5, MINIMUM 2'X2' SQUAR1"STL, ON AR ON 1'X 1' SQUAR BA R 'v 00 ((1 rtl ^� ' 6-0" TYP. 54'-6" - 1icki ,0N _---. CERTIFICATE ❑ REOU RED ❑ +1' k ❑ +'2' ❑ +3' EJ -14'M � NO%RF-1'-PRED NOTE, ALL STEEL IS \ 1 -EDGE OF PORCH GALVANIZED AND PAINTED. 2'X2' SQUARE TUBE RAIL DETAIL 6 RAIL ELEY,�TION .' w EXPIRATION DATE 10/31/08 - EXIST. GONG. 51 EWALK ' (STAMPED BRIG PATTERN) EXIST. ' O - BICYCLE RACK EXIST. ' CONDENSING UNIT - STEEL51TE5 SERIES CONGEAL FROM VIEW MODEL # RB -28 BY ATH 5 PRIVACY FENCE VICTOR 5 AN EY G AND GATE 7 ❑ OR EQUAL z, I- r• r r +4, 1 �. + r rq, i f r rr sl r `Ar >'rtdty Ijrj �l 'j n r nit x ' e' I tirrti - d a j I y EXISTING' �' V 'f ) r r ' < J`t .Orr •r it r ,' 2'i r )'r 7 •rrl) s s s; ' O m , , ,i 1r ri., s `r r )rair ;BUILDING Q W s s = ` ' t r '..a ,p , sI - �s rr , J2,r �, r)�)rrylr lr air �r ✓' r r 1- Z N I OWNER: RICHARD BENNING ZONING: NG -1 b o 10 Z G .?,td r { flr rtF�i, It rl 'rta�r l �'r rr rla --'L.�I_,= , a ta: Z I r, , NEW GONG. INFILLit r ° r- T = X J 4 I LEAVE -OUT FOR i i i AJ2BOR AE{O�'E J RAF. i'f /A 1 '-T-r---i-,'--�' d' FUTURE STAIR7` ` , r J E , , , 1 , , r , , r , , , , , , r r I , I , t h ,` , , , / , , I r , , , , , , I ' , , , , tm-, i , , , EJCIS, � NOT IN CONTRACT r i,;I� i r C- � � I r r �. �+Ot"IG. TE :' r , , , I I to I EMAIN. - 124 16 N44 14' 00 E ' ' '—�-'-'-"'NEW �0111G.JNFILLL' . EXIST. GONG. a DRIVE 'EXIST. GONG. TO REMAIN I 'E LSITES SERIES 7 EI_ s RB -28 BY OR STANLEY OR EQUAL XIST. GONG TO REMAIN -,'IRE DEPT Y CONNECTION EXIST. 6"PRIVATE 5.5. OWNER: R05ERTFORREST LINE TO CITY MAIN ZONING: N(5-1 I IL ON CHURCH STREET I f UTILITIES/WASTE PROJECT ,DESCRIPTION PROPERTY DESCRIPTION l.ANDSC)4PING DOMESTIC O GPM MIN. NAME: CEDAR LANE LEGAL: LOT 26, BLOCK 6-1 REQUIRED LANDSCAPING POINTS WATER: -13 GPM MAX. CURRENT1 STORY (301 O S.F.) W.C. BOYETT ESTATE 6255 SF / 1000 = 6.25(30) : <1 GPM AVG. COMMERCIAL BUILDING = 1 61.5 PT5. ADDRESS: 303 COLLEGE MAIN 58 GPM MAX. .95TREET5GAPE FRONTAGE = 50'/:s WASTE: 5 SANITARY GPM MIN. PROPOSED: 1 STORY NIGHTCLUB SITE AREA: 62544 S.F. = 16.66 < 1 GPM AVG. PARKING: NONE ON-51TE (SHARED) ZONING: NG -1 (NORTHGATE) 100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, DECORATIVE ROCK, GAS: 1000 MBH SOLID WASTE: SHARED OWNER ROBERT J. FORREST OR A PERENNIAL GRA5515 REQUIRED IN RIGHTS -OF WAY, AND ADJACENT PROPERTY ELEG: 120/205 3Ph. 1230 SOUTH COLLEGE DISTURBED DURING CONSTRUCTION BRYAN, TEXAS 11503 PLAN 919/846-5154 NORTH RAMP AMBULATOR RAMP ' H O REF. CIVIL D{BAWG INS EXIST. WATJEETER METER 1 EXIST. GAS F� `IO 4" CALIPER LIVE OAK TREE ' (� IN CAST IRO GRATE (S b 4/A 1) REMOVEE ST.GONC.APRON W AND REPLA E WITH BRICK r M W w PAVER 51P WALK (RUNNING Q BOND PAT ER N) I u o o < ►�r^^ 5: It V 2 O I 2 Ux< Iq I Ssz , IA �i I : yS�ao N �' X I.I W KVN ,wP4 Z V 1�. 4" G LIFER LIVE OAK w 7 TRE IN CAST IRON , I 1� GR TE (3 b 4/A 1) •-1 O N A ME AL RAIL (b/A U Q '{ PR RTY LINE U O r y FU URE ENTRY FAG DE L W I � N TINC RACT un V I EXIST, GONG. 51DEW LK I O W (5TA`4PED BRICK P TTERN) F_ TREE WELLS ARE LOCATED APPROX. a 5'-D" SOUTH OF LOCATION READ. BY CITY a ORDINANCE. ADHERENCE TO STIPULATED O SPACING WOULD PLACE A TREE IN THE MIDDLE OF THE AMBULATORY RAMP. ,. ` PROVIDE IRRIGATION TO TREE WELLS v SYSTEM DE51ON AND INSTALLATION 70 M BE PROVIDED BY LICENSED IRRIGATOR AND COMPLY WITH ALL REOUIREMEN75 M OF THE CITY OF COLLEGE STATION APPROX. 145'-0" TO ALL ROOF AND GROUND MOUNTED FIRE HYDRANT AT MECHANICAL EQUIPMENT SHALL BE SOUTHEAST CORNER SCREENED FROM VIEW OR ISOLATED OF CHURCH STREET 50 AS NOT TO BE VISIBLE FROM ANY DATE SEPT. 2008 AND COLLEGE MAIN PUBLIC RIGHT-OF-WAY OR RE51MENTIAL DISTRICT WITHIN 1 50' OF THE SUBJECT LOT, MEASURED FROM A POINT FIVE FEET ABOVE GRADE. SUCH SCREENING SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALE NOTE: PROPERTY 15 NOT WITHIN G I T L- p L N TO MAINTAIN A UNIFIED APPEARANCE. /1 THE 100 YEAR FLOOD PLAIN W ry 0 V `V ON ON 'v 00 ^� � o • ~ cz 0 °fl m - EXIST. GONG. 51 EWALK ' (STAMPED BRIG PATTERN) EXIST. ' O - BICYCLE RACK EXIST. ' CONDENSING UNIT - STEEL51TE5 SERIES CONGEAL FROM VIEW MODEL # RB -28 BY ATH 5 PRIVACY FENCE VICTOR 5 AN EY G AND GATE 7 ❑ OR EQUAL z, I- r• r r +4, 1 �. + r rq, i f r rr sl r `Ar >'rtdty Ijrj �l 'j n r nit x ' e' I tirrti - d a j I y EXISTING' �' V 'f ) r r ' < J`t .Orr •r it r ,' 2'i r )'r 7 •rrl) s s s; ' O m , , ,i 1r ri., s `r r )rair ;BUILDING Q W s s = ` ' t r '..a ,p , sI - �s rr , J2,r �, r)�)rrylr lr air �r ✓' r r 1- Z N I OWNER: RICHARD BENNING ZONING: NG -1 b o 10 Z G .?,td r { flr rtF�i, It rl 'rta�r l �'r rr rla --'L.�I_,= , a ta: Z I r, , NEW GONG. INFILLit r ° r- T = X J 4 I LEAVE -OUT FOR i i i AJ2BOR AE{O�'E J RAF. i'f /A 1 '-T-r---i-,'--�' d' FUTURE STAIR7` ` , r J E , , , 1 , , r , , r , , , , , , r r I , I , t h ,` , , , / , , I r , , , , , , I ' , , , , tm-, i , , , EJCIS, � NOT IN CONTRACT r i,;I� i r C- � � I r r �. �+Ot"IG. TE :' r , , , I I to I EMAIN. - 124 16 N44 14' 00 E ' ' '—�-'-'-"'NEW �0111G.JNFILLL' . EXIST. GONG. a DRIVE 'EXIST. GONG. TO REMAIN I 'E LSITES SERIES 7 EI_ s RB -28 BY OR STANLEY OR EQUAL XIST. GONG TO REMAIN -,'IRE DEPT Y CONNECTION EXIST. 6"PRIVATE 5.5. OWNER: R05ERTFORREST LINE TO CITY MAIN ZONING: N(5-1 I IL ON CHURCH STREET I f UTILITIES/WASTE PROJECT ,DESCRIPTION PROPERTY DESCRIPTION l.ANDSC)4PING DOMESTIC O GPM MIN. NAME: CEDAR LANE LEGAL: LOT 26, BLOCK 6-1 REQUIRED LANDSCAPING POINTS WATER: -13 GPM MAX. CURRENT1 STORY (301 O S.F.) W.C. BOYETT ESTATE 6255 SF / 1000 = 6.25(30) : <1 GPM AVG. COMMERCIAL BUILDING = 1 61.5 PT5. ADDRESS: 303 COLLEGE MAIN 58 GPM MAX. .95TREET5GAPE FRONTAGE = 50'/:s WASTE: 5 SANITARY GPM MIN. PROPOSED: 1 STORY NIGHTCLUB SITE AREA: 62544 S.F. = 16.66 < 1 GPM AVG. PARKING: NONE ON-51TE (SHARED) ZONING: NG -1 (NORTHGATE) 100% COVERAGE OF GROUNDCOVER, DECORATIVE PAVING, DECORATIVE ROCK, GAS: 1000 MBH SOLID WASTE: SHARED OWNER ROBERT J. FORREST OR A PERENNIAL GRA5515 REQUIRED IN RIGHTS -OF WAY, AND ADJACENT PROPERTY ELEG: 120/205 3Ph. 1230 SOUTH COLLEGE DISTURBED DURING CONSTRUCTION BRYAN, TEXAS 11503 PLAN 919/846-5154 NORTH RAMP AMBULATOR RAMP ' H O REF. CIVIL D{BAWG INS EXIST. WATJEETER METER 1 EXIST. GAS F� `IO 4" CALIPER LIVE OAK TREE ' (� IN CAST IRO GRATE (S b 4/A 1) REMOVEE ST.GONC.APRON W AND REPLA E WITH BRICK r M W w PAVER 51P WALK (RUNNING Q BOND PAT ER N) I u o o < ►�r^^ 5: It V 2 O I 2 Ux< Iq I Ssz , IA �i I : yS�ao N �' X I.I W KVN ,wP4 Z V 1�. 4" G LIFER LIVE OAK w 7 TRE IN CAST IRON , I 1� GR TE (3 b 4/A 1) •-1 O N A ME AL RAIL (b/A U Q '{ PR RTY LINE U O r y FU URE ENTRY FAG DE L W I � N TINC RACT un V I EXIST, GONG. 51DEW LK I O W (5TA`4PED BRICK P TTERN) F_ TREE WELLS ARE LOCATED APPROX. a 5'-D" SOUTH OF LOCATION READ. BY CITY a ORDINANCE. ADHERENCE TO STIPULATED O SPACING WOULD PLACE A TREE IN THE MIDDLE OF THE AMBULATORY RAMP. ,. ` PROVIDE IRRIGATION TO TREE WELLS v SYSTEM DE51ON AND INSTALLATION 70 M BE PROVIDED BY LICENSED IRRIGATOR AND COMPLY WITH ALL REOUIREMEN75 M OF THE CITY OF COLLEGE STATION APPROX. 145'-0" TO ALL ROOF AND GROUND MOUNTED FIRE HYDRANT AT MECHANICAL EQUIPMENT SHALL BE SOUTHEAST CORNER SCREENED FROM VIEW OR ISOLATED OF CHURCH STREET 50 AS NOT TO BE VISIBLE FROM ANY DATE SEPT. 2008 AND COLLEGE MAIN PUBLIC RIGHT-OF-WAY OR RE51MENTIAL DISTRICT WITHIN 1 50' OF THE SUBJECT LOT, MEASURED FROM A POINT FIVE FEET ABOVE GRADE. SUCH SCREENING SHALL BE COORDINATED WITH THE BUILDING ARCHITECTURE AND SCALE NOTE: PROPERTY 15 NOT WITHIN G I T L- p L N TO MAINTAIN A UNIFIED APPEARANCE. /1 THE 100 YEAR FLOOD PLAIN W ry I~i z O Q W J W W O MATCH GRADE WITH 10' HANDICAPPED RAMP OF DETECTABLE WARNING PAVERS �m (SEE DETAIL) LA CUT & REMOVE EXISTINGIn CONCRETE AND REPLACE W/, x ROW BRICK PAVERS SEE DETAIL . 50.0' ExIST. CONC. SIDEWALK PROPERTY LINE O 0 f m x I m ~ frl m 10.0' o n f o o y A o o X I c m L< O� .. o -.I m { c x ;o ..Ln< > N m DO 0 0 n 70 p. o tI p > z m C. I a c Ut r mm .'v m'. ��O m r . n O m ..c:Z f z n m I c FDC EXIST. CONC. W CONCRETE STA. 0+33.0 EXPANSION JOINT 2 0'f i w w i FDC Cy -FDC ---- -1 cnicn w BM PROP. 8" WL * CUT f \ CONCRETE SEE INSEE v x I 41D0'H FOR PLAN VIEW OF END OF LINE p m `! z� im CONCRETE M -n O 00 � D Z N ro n Ao0U) POO M -,1 O u�lln�0 II Lnonx N L4 D G 000 0 Le) aU) COVERED CONC. SIDEWALK CHURCH AVENUE ( 40' ROW, 36.8' BB ) RW < n n f m IL. UNDERGROUND / STORM SEWER z O y z o �y Om x I j T � (CryT Si � AI 0 Y I j �• UNDEFINED BOUNDARY. SEGMENT SHOWS POSSIBLE LIMITS OF PROPERTY AS SURVEYED BY -UNDERSIGNED ON AUGUST 21, 1997. I I I° ° SCALE 0 15 FT O n I STA. 0+00 1 EXIST. 20" IEIPROPOSED 12" GATE VALVE / f SEDIMENT CONTROL DEVICES (SEE DETAIL) -� NOTE: 12" GATE VALVE TO BE INSTALLED ON EXISTING 12" WL ON SOUTH SIDE OF PROPOSED 12"x'2"x8" TEE INSET E r 6" ISOLATION m 4" GATE `VALVE i & PLUG LOT 26 ,LVE & F PROPERTY LINE ---w O m LOT 27 mm END OF LINE COLL m 5( m IIx i £x o NOTE m n En ISOLATION VALVES �N MUST HAVE 6'-90' BEND £r LOCKABLE LIDS & r+m N _EXIST. CONC. EXPANSION JOINT NSTATION 0+33.0 E < of 6"x6"x8" TEE PROPOSED 8" WATER LINE MI w w w��.,w w w w w� 6"-90' BEND £ PUBLIC INFASTRUCTURE ENDS _ _EXIST. GAS SERVICE° AT' ISOLATION GATE VALVES W W �• •� \ I EXIST.$ WATER SERVICE EXISTic NOT TO SCALE B/CS UNIFIED DETAIL L'STING SEE DETAILS ON PG 2 SWPP * STORM DRAIN INLIT PROTECTION - SWPP1-00 WATER * GATE VALVE & BOX - W1-00 * BEDDING & TRENCH FOR DIP & PVC PIPE - W4-02 TS REST * OPEN CUT CONCRETE STREET - ST4-02 * TYPICAL CONCRETE PAVEMENT JOINT & REINFORCEMENT LAYOUT - ST3-DO * TYPICAL COMBINED CURB & GUTTER SECTION - ST1-01 SIDEWALK * SIDEWALK PAVER SECTION -SWI-02 * DETECTABLE WARNING PAVER SECTION - SW2-03 ALL DETAILS ARE FROM THE B/CS UDO AND CAN BE FOUND AT: WWW.BCSUNITED.NET. IF ANY CONFLICT IS FOUND HEREON PLEASE REFER TO THE OFFiCIAL B/CS UNITED DETAILS. TRAFFIC NOTES: 1. ALL WORK ON THIS PROJECT REQUIRING THE PARTIAL CLOSURE OF COLLEGE MAIN SHALL BE COORDINATED WITH THE CITY OF COLLEGE STATION AND SHALL BE DONE AT NIGHT BETWEEN THE HOURS OF 10pm AND Gam SUNDAY EVENING THROUGH WEDNESDAY MORNING 2. ONE LANE SHALL REMAIN OPEN AT ALL TIMES. 3. STEEL PLATES SHALL BE USED TO COVER ALL DISTURBED/EXCAVATED DRIVING AREAS WHILE WORK IS NOT BEING DONE IN SAID AREA. 4. TRAFFIC CONTROL MEASURES ARE SPECIFIED ON THE ATTACHED TRAFFIC CONTROL PLAN, DETAIL TCP (1-2a), SHEET 3. EROSION CONTROL NOTES 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SEDIMENTATION CONTROL DURING CONSTRUCTION AND SHALL TAKE THE NECESSARY STEPS TO MITIGATE THE AMOUNT OF SOIL AND DEBRIS ORIGINATED AT THE SITE AND CARRIED ONTO PUBLIC RIGHTS OF WAY, WATER COURSES AND ADJACENT PROPERTY. TO THIS EFFECT THE CONTRACTOR SHALL INSTALL A SILTING BARRIER ALONG THE LOWER ENDS OF THE LAND BEING DISTURBED AS SHOWN HERE, 2. ALL STORM DRAINAGE INLETS WILL BE PROTECTED DURING CONSTRUCTION FROM RUNOFF SEDIMENTATION BY A 6" HIGH BARRIER MADE UP OF 20 Ib HAY FILLED BURLAP BAGS (OR EQUIVALENT BARRIER), 3. ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED BY CONSTRUCTION SHALL BE ADEQUATELY BLOCK SODDED OR HYDROMULCHED AND WATERED UNTIL GROWTH IS ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS IS PRESENT, BLOCK SOD WILL BE REQUIRED. BARED AREAS SHALL BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF LAST DISTURBANCE, 4. APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH S ESTABLISHED. IT SHALL THEN BE REMOVED BY THE CONTRACTOR. 5. ALL EROSION CONTROL MEASURES SHALL BE CLEANED OF SILT AFTER EVERY RAIN. CONSTRUCTION NOTES: 1, ALL LINEAR DIMENSIONS ARE IN FEET UNLESS OTHERWISE NOTED. 2. THIS PROPERTY DOES NOT LIE WITHIN AN IDENTIFIED 100 -YR FLOOD PLAIN ACCORDING TO FEMA MAP No. 48041 C 0143 C, DATED JULY 2, 1992. 3. BEARING BASE IS THE RIGHT-OF-WAY LINE OF CHURCH AVENUE, OBTAINED FROM RIGHT-OF-WAY MAP OF F.M. ROAD 60, DATED OCT. 1965. 4. SITE BENCHMARK IS TOP OF CURB ON THE WEST SIDE OF COLLEGE MAIN, ARBITRARILY SET AT 100.00'. 5. ALL CONSTRUCTION MATERIALS AND METHODS SHALL CONFORM WITH THE B/CS 2008 UNIFIED TECHNICAL SPECS AND DETAILS. WHERE CONFLICT OCCURS BETWEEN PLANS AND THE B/CS UNIFIED SPECS AND DETAILS, THE MORE CONSERVATIVE SHALL PREVAIL. A COPY OF THESE UNIFIED STANDARDS SHALL BE KEPT ON SITE DURING CONSTRUCTION. 6, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY THE EXACT DEPTH & LOCATION OF ALL EXISTING UNDERGROUND UTILITIES AFFECTING THIS PROJECT PRIOR TO COMMENCING ANY WORK. ALL EXISTING UTILITY LOCATIONS SHOWN HERE ARE APPROXIMATE. THE CONTRACTOR SHALL PROTECT ALL UNDER- GROUND UTILITIES AFFECTING THIS PROJECT. 7. THE CONTRACTOR SHALL NOTIFY ALL UTILITIES AT LEAST 2 DAYS PRIOR TO START OF CONSTRUCTION: WATER AND SEWER SERVICES - 764-3660 ELECTRICAL SERVICES - 764-3660 ATMOS GAS - 775-1624 VERIZON SOUTHWEST - 321-4303 COX COMMUNICATIONS - 776-7766 DIG TESS - 1-800-344-3877 IF ANY OF THE ABOVE NUMBERS HAVE CHANGED THE CONTRACTOR SHALL OBTAIN THE CORRECT ONES. 8. THE CONTRACTOR SHALL PROVIDE ADEQUATE SHEETING, SHORING, BRACING, ETC. WHERE TRENCH DEPTH EXCEEDS 5 FEET. 9• THE CONTRACTOR SHALL MAINTAIN ACCURATE RECORDS OF ANY CONSTRUCTION CHANGES IN ORDER TO FACILITATE THE PREPARATION OF "AS -BUILT DRAWINGS" WHICH SHALL BE SUBMITTED TO THE CITY WITHIN 30 DAYS OF COMPLETION .OF CONSTRUCTION. 10. THE CONTRACTOR SHALL COORDINATE ALL PROPOSED WORK AND PROCEDURES WITH THE CITY OF COLLEGE STATION. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTAINMENT AND PROPER DISPOSAL OF ALL LIQUID AND SOLID WASTE ASSOCIATED WITH THIS PROJECT, THE CONTRACTOR SHALL USE ALL MEANS NECESSARY TO PREVENT THE OCCURRENCE OF WIND BLOWN LITTER FROM THE PROJECT SITE. 12. STRUCTURAL BACKFILL MATERIAL SHALL BE COMPACTED TO A MINIMUM OF 90% OF MAXIMUM DENSITY AS DETERMINED BY ASTM D 698 IN OPEN AREAS AND 987 UNDER PAVEMENT AND STRUCTURES. ALL BACKFILL SHALL BE IN 6" LIFTS. 13. PROPOSED WATER LINE SHALL HAVE A MINIMUM 4' COVER. 14, CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND ESTABLISHING STATION 0+00. 15. THE ISOLATION VALVE SHALL HAVE A LOCKABLE LID AND SHALL, AT A MINIMUM, SUPPLY PROTECTION AS THE AMP OR USA, LL562 LOCKING LID. ALTERNATE LOCKABLE LIDS SHALL BE APPROVED BY COLLEGE STATION UTILITIES DIRECTOR OR HIS DESIGNEE. 16. CONTRACTOR SHALL BE RESPONSIBLE TO SECURE GEOTECHNICAL ENGINEERING SERVICES IF NEEDED. 17, THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTION LAYOUT AND SURVEYING SERVICES, AND TO SECURE AS -BUILT CERTIFICATIONS AS REQUIRED. LEGEND IR IRON ROD O O IRON PIPE CM = CONCRETE MARKER MOC = MARK ON CONCRETE CAP = CAPPED S = SET E = FOUND FP = FENCE POST FC = FENCE CORNER � = RIGHT OF WAY BB = BACK TO BACK OF CURB 8L = BUILDING LINE' PUE = PUBLIC UTILITY EASMT. EE = ELECTRICAL EASEMENT DE SCALEw AE = ACCESS EASEMENT PAE J o = ELECTRIC TRANSFORMER E = ELECTRICAL PP = POWER POLE LP = LIGHT POLE MH = MANHOLE CO H: 1 "= 3' G = GAS W uj WV = WATER VALVE SS = SANITARY SEWER FH = FIRE HYDRANT TB = TELEPHONE PEDESTAL N = CABLETV M V: i "- 1 ' AC = AIR CONDITIONER OH - OVERHANG EDP = EDGE OF PAVEMENT BOC = BACK OF CURB °E = PEDESTRIAN ACCESS EASMT. !v = IRRIGATION VALVE ( M ) = MEASURED a = RECORDED 101 E rw X 0 34' CONCRETE ROADWAY WIDTH a. O U E �o E" W SITE BENCHMARK E O __ d w i.J - ELEV. - 100.00' cc 100 .-. 14. a m ° 100 v a a d. ". .. ° a a ° 99 111 - ° _ -_ - j Ilji -_ j1MIj- jlllllljj _-_ I I 99 _ I I 98 97 _ ( 1 I I __97 - CAUTION! I I EXIST. TELEPHONE LINE I - ASSUMED LOCATION & DEPTH ( I - **FIELD VERIFY**I 33' OF 8" DIPj 96 1 12"x12%8" TEE & SDR1 I 12" GATE VALVE 96 _ ASTM 1 CLASS 350 I SEE INSEE _ FOR PLAN VIEW 2„ WL - - .... OF END OF LINE .. ASSUMED DEPTH H *C"IELD V-RIFY * ___95 94 w CAUTION! w EXIST. 3" GAS PIPELINE w 94 w z ASSUMED LOCATION & DEPTH 0 - Z a z0 **FIELD VERIFY** r w > w_ a _ m� _ a V z a �_. m J w v C? o: 3 aOf o 93 . M 00 C W 93 - ..... '}" W + J + Z - _... _. CN O _ .- u. o a o - a o o z p o= u) + o Z J a I o z _ a _ C/) ? __ w - _ w .w _ 171 z to END OF LINE COLL m 5( m IIx i £x o NOTE m n En ISOLATION VALVES �N MUST HAVE 6'-90' BEND £r LOCKABLE LIDS & r+m N _EXIST. CONC. EXPANSION JOINT NSTATION 0+33.0 E < of 6"x6"x8" TEE PROPOSED 8" WATER LINE MI w w w��.,w w w w w� 6"-90' BEND £ PUBLIC INFASTRUCTURE ENDS _ _EXIST. GAS SERVICE° AT' ISOLATION GATE VALVES W W �• •� \ I EXIST.$ WATER SERVICE EXISTic NOT TO SCALE B/CS UNIFIED DETAIL L'STING SEE DETAILS ON PG 2 SWPP * STORM DRAIN INLIT PROTECTION - SWPP1-00 WATER * GATE VALVE & BOX - W1-00 * BEDDING & TRENCH FOR DIP & PVC PIPE - W4-02 TS REST * OPEN CUT CONCRETE STREET - ST4-02 * TYPICAL CONCRETE PAVEMENT JOINT & REINFORCEMENT LAYOUT - ST3-DO * TYPICAL COMBINED CURB & GUTTER SECTION - ST1-01 SIDEWALK * SIDEWALK PAVER SECTION -SWI-02 * DETECTABLE WARNING PAVER SECTION - SW2-03 ALL DETAILS ARE FROM THE B/CS UDO AND CAN BE FOUND AT: WWW.BCSUNITED.NET. IF ANY CONFLICT IS FOUND HEREON PLEASE REFER TO THE OFFiCIAL B/CS UNITED DETAILS. TRAFFIC NOTES: 1. ALL WORK ON THIS PROJECT REQUIRING THE PARTIAL CLOSURE OF COLLEGE MAIN SHALL BE COORDINATED WITH THE CITY OF COLLEGE STATION AND SHALL BE DONE AT NIGHT BETWEEN THE HOURS OF 10pm AND Gam SUNDAY EVENING THROUGH WEDNESDAY MORNING 2. ONE LANE SHALL REMAIN OPEN AT ALL TIMES. 3. STEEL PLATES SHALL BE USED TO COVER ALL DISTURBED/EXCAVATED DRIVING AREAS WHILE WORK IS NOT BEING DONE IN SAID AREA. 4. TRAFFIC CONTROL MEASURES ARE SPECIFIED ON THE ATTACHED TRAFFIC CONTROL PLAN, DETAIL TCP (1-2a), SHEET 3. EROSION CONTROL NOTES 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SEDIMENTATION CONTROL DURING CONSTRUCTION AND SHALL TAKE THE NECESSARY STEPS TO MITIGATE THE AMOUNT OF SOIL AND DEBRIS ORIGINATED AT THE SITE AND CARRIED ONTO PUBLIC RIGHTS OF WAY, WATER COURSES AND ADJACENT PROPERTY. TO THIS EFFECT THE CONTRACTOR SHALL INSTALL A SILTING BARRIER ALONG THE LOWER ENDS OF THE LAND BEING DISTURBED AS SHOWN HERE, 2. ALL STORM DRAINAGE INLETS WILL BE PROTECTED DURING CONSTRUCTION FROM RUNOFF SEDIMENTATION BY A 6" HIGH BARRIER MADE UP OF 20 Ib HAY FILLED BURLAP BAGS (OR EQUIVALENT BARRIER), 3. ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED BY CONSTRUCTION SHALL BE ADEQUATELY BLOCK SODDED OR HYDROMULCHED AND WATERED UNTIL GROWTH IS ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS IS PRESENT, BLOCK SOD WILL BE REQUIRED. BARED AREAS SHALL BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF LAST DISTURBANCE, 4. APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH S ESTABLISHED. IT SHALL THEN BE REMOVED BY THE CONTRACTOR. 5. ALL EROSION CONTROL MEASURES SHALL BE CLEANED OF SILT AFTER EVERY RAIN. CONSTRUCTION NOTES: 1, ALL LINEAR DIMENSIONS ARE IN FEET UNLESS OTHERWISE NOTED. 2. THIS PROPERTY DOES NOT LIE WITHIN AN IDENTIFIED 100 -YR FLOOD PLAIN ACCORDING TO FEMA MAP No. 48041 C 0143 C, DATED JULY 2, 1992. 3. BEARING BASE IS THE RIGHT-OF-WAY LINE OF CHURCH AVENUE, OBTAINED FROM RIGHT-OF-WAY MAP OF F.M. ROAD 60, DATED OCT. 1965. 4. SITE BENCHMARK IS TOP OF CURB ON THE WEST SIDE OF COLLEGE MAIN, ARBITRARILY SET AT 100.00'. 5. ALL CONSTRUCTION MATERIALS AND METHODS SHALL CONFORM WITH THE B/CS 2008 UNIFIED TECHNICAL SPECS AND DETAILS. WHERE CONFLICT OCCURS BETWEEN PLANS AND THE B/CS UNIFIED SPECS AND DETAILS, THE MORE CONSERVATIVE SHALL PREVAIL. A COPY OF THESE UNIFIED STANDARDS SHALL BE KEPT ON SITE DURING CONSTRUCTION. 6, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY THE EXACT DEPTH & LOCATION OF ALL EXISTING UNDERGROUND UTILITIES AFFECTING THIS PROJECT PRIOR TO COMMENCING ANY WORK. ALL EXISTING UTILITY LOCATIONS SHOWN HERE ARE APPROXIMATE. THE CONTRACTOR SHALL PROTECT ALL UNDER- GROUND UTILITIES AFFECTING THIS PROJECT. 7. THE CONTRACTOR SHALL NOTIFY ALL UTILITIES AT LEAST 2 DAYS PRIOR TO START OF CONSTRUCTION: WATER AND SEWER SERVICES - 764-3660 ELECTRICAL SERVICES - 764-3660 ATMOS GAS - 775-1624 VERIZON SOUTHWEST - 321-4303 COX COMMUNICATIONS - 776-7766 DIG TESS - 1-800-344-3877 IF ANY OF THE ABOVE NUMBERS HAVE CHANGED THE CONTRACTOR SHALL OBTAIN THE CORRECT ONES. 8. THE CONTRACTOR SHALL PROVIDE ADEQUATE SHEETING, SHORING, BRACING, ETC. WHERE TRENCH DEPTH EXCEEDS 5 FEET. 9• THE CONTRACTOR SHALL MAINTAIN ACCURATE RECORDS OF ANY CONSTRUCTION CHANGES IN ORDER TO FACILITATE THE PREPARATION OF "AS -BUILT DRAWINGS" WHICH SHALL BE SUBMITTED TO THE CITY WITHIN 30 DAYS OF COMPLETION .OF CONSTRUCTION. 10. THE CONTRACTOR SHALL COORDINATE ALL PROPOSED WORK AND PROCEDURES WITH THE CITY OF COLLEGE STATION. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTAINMENT AND PROPER DISPOSAL OF ALL LIQUID AND SOLID WASTE ASSOCIATED WITH THIS PROJECT, THE CONTRACTOR SHALL USE ALL MEANS NECESSARY TO PREVENT THE OCCURRENCE OF WIND BLOWN LITTER FROM THE PROJECT SITE. 12. STRUCTURAL BACKFILL MATERIAL SHALL BE COMPACTED TO A MINIMUM OF 90% OF MAXIMUM DENSITY AS DETERMINED BY ASTM D 698 IN OPEN AREAS AND 987 UNDER PAVEMENT AND STRUCTURES. ALL BACKFILL SHALL BE IN 6" LIFTS. 13. PROPOSED WATER LINE SHALL HAVE A MINIMUM 4' COVER. 14, CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND ESTABLISHING STATION 0+00. 15. THE ISOLATION VALVE SHALL HAVE A LOCKABLE LID AND SHALL, AT A MINIMUM, SUPPLY PROTECTION AS THE AMP OR USA, LL562 LOCKING LID. ALTERNATE LOCKABLE LIDS SHALL BE APPROVED BY COLLEGE STATION UTILITIES DIRECTOR OR HIS DESIGNEE. 16. CONTRACTOR SHALL BE RESPONSIBLE TO SECURE GEOTECHNICAL ENGINEERING SERVICES IF NEEDED. 17, THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTION LAYOUT AND SURVEYING SERVICES, AND TO SECURE AS -BUILT CERTIFICATIONS AS REQUIRED. LEGEND IR IRON ROD O O IRON PIPE CM = CONCRETE MARKER MOC = MARK ON CONCRETE CAP = CAPPED S = SET E = FOUND FP = FENCE POST FC = FENCE CORNER ROW = RIGHT OF WAY BB = BACK TO BACK OF CURB 8L = BUILDING LINE' PUE = PUBLIC UTILITY EASMT. EE = ELECTRICAL EASEMENT DE = DRAINAGE EASEMENT AE = ACCESS EASEMENT PAE = PARKING/ACCESS EASMT. ET = ELECTRIC TRANSFORMER E = ELECTRICAL PP = POWER POLE LP = LIGHT POLE MH = MANHOLE CO = CLEAN OUT G = GAS W = WATER WV = WATER VALVE SS = SANITARY SEWER FH = FIRE HYDRANT TB = TELEPHONE PEDESTAL N = CABLETV M = METER/MARKER AC = AIR CONDITIONER OH - OVERHANG EDP = EDGE OF PAVEMENT BOC = BACK OF CURB °E = PEDESTRIAN ACCESS EASMT. !v = IRRIGATION VALVE ( M ) = MEASURED ( R) = RECORDED OF TFCfit ,CHRISTIAN A. GALINDO� 9� 53425 JZ OFS`✓C E NSE�G���� OCT 0 2 2008 ��•�P(E S F ,? CHRISTIAN ANZE GALIND r q 4473 v Q7 f op UR`vo CHRISTIAN A. G D• -.E., R DATE: AUGUST 27, 008 Z m N W F- 0 A f� 00 00 M M Of 00 00 O O O O W a- I- Q U) to O CD N N N CO L> O Lu C r N N r F ul O X (..) ~ w O Q1 _j C) p O lL y/ T U :D j Q U) mm O Z Ld j Z O O w�D,�N > Qw d W O Q 0 I i Z O . O �.Z E rw E-4 O U E �o E" W E O O i.J cc Of z if) W a- I- Q U) to O 0-I W � co CO L> O Lu Ob 1 \ F ul O X (..) ~ w �W CD Q1 O lL y/ T U LL PROJECT 26-08 i SHEET 1 OF 3 _�1I SIDEWALK SIDEWALK SLOPE RE-QCIREMENTS SW I-00 GENERAL NOTES: ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN EARED BY CONSTRUCTION SHALL BE ADEQUATELY BLOCK SODDED OR HYDROMULCHED ANDWATERED UNTILGROWTH IS ESTABLISHED. N DEVELOPED AREAS WHERE GRASS IS PRESENT, BLOCK SOD'WiLL BE REQUIRED. BARED AREAS SHALL BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF LAST DISTURBANCE. APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE VEGETATIVE GPOWTH IS ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND THEN REMOVED BY CONTRACTOR. ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER c'tERY RAIN CROSS SLOPE -- 0 X 18', 12" OC. WARNING SURFACE 27; MIN, VIN THESE DETAILS ARE FROM CROSS 5LOPE l CROSS SLOPE SIDEWALK Z 2% to 4% 2% MAX., 17 MIN. _- J PAVEMENT CURB -.•-• o z 000000000 o0000000o II r . ... .. ,. JOINT TJ BE SPACED AT 40' IN fER;ALS & ALL RADIUS POINTS, PC'S, P.T.'S. OF APPROACH SIDEWALKS AS DIRECTED. , SAND RAG K B' TVP.- -------- - -- v$8�A PPFwe) NOTE:OTE. 2. LANDINGS SHALL BE A 5' X 5' MINIMUM WITH A MAXIMUM 2 GL pFE ANY DIRECTION. SLOPE Ib _s THIS DOES NOT TAKE INTO ACCOUNT DRAINAGE WARNING SURFACE ADJACENT TO. UNCOLORED CONCRETE, UNLESS SPECIFIED ELSEWHERE IN THE PLANS. ' L BX REQUIREMENTS - BERMS MAY BE REQUIRED R ANY 3. MANEUVERING SPACE AT THE BOTTOM OF -CURB RAMPS SHALL BE A MINIMUM OF 4' OUTSIDE OF THE SIDEWALK. COATS OF ,METAL FAINT. S EXTENSIONS SHALL BE A MINIMUM X 4' WHOLLY CONTAINED WITHIN THE CROSSWALK AND WHOLLY OUTSIDE !'F ONE (I 1 FOOT LONG I7LII'•-1 -A 2. DETECTABLE WARNING SURFACES MUST BE SLIP RESISTANT SAND BAG FILTER THE PARALLEL VEHICULAR TRAVEL PATH.' EXTENSION AS NEEDED T�. AND NOT ALLOW WATER TO ACCUMULATE. A it 4. MAXIMUM ALLOWABLE CROSS SLOPE ON SIDEWALK AND CURB RAMP IS 2 FABRIC -J 3. ALIGN TRUNCATED DOMES IN THE DIRECTION OF PEDESTRIAN DRILL 3,'E" DIA. -' - v BALES 5. CURB RAMPS WITH RETURNED CURBS MAY. BE USED ONLY WHERE PEDESTRIANS ''.I ' �I r 0L rt , N'JT TRAVEL WHEN :ENTERING THE STREET. _ 4, SHADED AREAS EX ;TM WOULD NOT NORMALLY WALK ACROSS THE RAMP, EITHER BECAUSE THE gpJACENT SURFACE IS PLANTING OR OTHER NON -WALKING SURFACE P ER TAB CE ER %G FI L A ON SHEETS 3 AND 4 INDICATE THE APPROXIMATE LOCATION FOR THE DETECTABLE WARNING "STANDARDS SIDEWALK SLOPE RE-QCIREMENTS SW I-00 GENERAL NOTES: ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN EARED BY CONSTRUCTION SHALL BE ADEQUATELY BLOCK SODDED OR HYDROMULCHED ANDWATERED UNTILGROWTH IS ESTABLISHED. N DEVELOPED AREAS WHERE GRASS IS PRESENT, BLOCK SOD'WiLL BE REQUIRED. BARED AREAS SHALL BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF LAST DISTURBANCE. APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE VEGETATIVE GPOWTH IS ESTABLISHED AFTER CONSTRUCTION IS COMPLETE AND THEN REMOVED BY CONTRACTOR. ALL EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER c'tERY RAIN "- 6" MIN. --. _. FACE OF 10" MAX. CURB TYPICAL PI.ACI':MENT OF DE"I'ECI'AB11, WARNING LANDING AT STRL''1 ,11)(E ' l() _ 5� ., cxI P ' ° Lantlina a > v 00. a='c1 Detectable warning surface ` (Games to run porallel to 4' MoY �edeslrlor. travel) and Usual �-1000000000 �N p 0o0ao0o00-Side flare �, }E 000000000 \ (7ypieeQ 00000000\0 \ 6" mfr, 1 Fcce of 10 max curt 'I'YPICAL PLACEMENTOF DI'" 1'ECEABLE. WARNING SURFACE ON SLOPING RAMI3 RUN SW -2 -OI E SANDNGI ` a in > II 4, a b o 1 1 x \ a _ _ o �'� v a SIDE FLA - V10 SLOPE Ax (T'PCAL) I\ I - - , "-`- (TYPICAL) - - 6' -. Face e+ 4 RAMP WIDTH -- (TYPICAL) '- curt (TYPICALI TYPICAL AMBI'LA'1'ORY RAMP W/ W2-02 NOTES: 1. SIDEWALK PLACEMENT SHALL BE IN ACCORDANCE WITH B/CS UNIFIED DESIGN GUIDELINES, 2. FINISH. LIGHT BROOM FINISH. JOINTS TO BE TOOLED I" DEEP AT AN INTERVAL EOUAL TO, THE SIDEWALK WIDTH. EXPANSION JOINTS 0 40' O.C.,CONTRACTION JOINTS 0 4' O.C. 3. DOWEL IN AND TIE TO ANY CONCRETE STRUCTURE ADJACENT TO SIDEWALK (DRIVEWAY, INLET BOX, CURB, JUNCTION BOX, ETC.) WITH3 z � 12 BARS 6 12" O.C. OR X14 z 12" BARS ®18° O.C. 4. COMPACTION. COMPACTED SUBGRADE MATERIAL COMPACTEC 70 A DENSITY AT LEAST 98% OF MAXIMUM DRY DENSITY AS DETERMINED BY PROCTOR COMPACTION TEST ASTM D698 (STANDARD) AND SHALL BE C-4% WET OF THE OPTIMUM MOISTURE CONTENT 5. A MINIMUM CLEAR PEDESTRIAN WIDTH AS DEFINED BY TAS AND AOA SHALL BE PROVIDED FOR ENTIRE LENGTH OF SIDEWALK. SEAL WITH EXPANSION JOINT MATERIAL SMOOTH DOWEL BAR 1/4" P 1/2 O X 18", 12" O.C. (COATED 'N/HEAVY GREASE, 41. NON -EXTRUDING FILLER 3" LONG METAL OR PLASTIC CAP, INSIDE DIAMETER TO BE 9" GREATER GREATER THAN DIAMETER OF DOWEL BAR. CAP MUST BE LONG ENOUGH TO COVER 2" OF DOWEL AND HAVE S -OP SO END OF CAP IS 1" FROM END OF BAR. SIDEWALK EXPANSION & C'ONST'RUCTION JOINT 1 /8" i0 3 IE SAWED OR FORMED, / SEAL WITH EXPANSION JOINT MATERIAL, MIN 3/B" R L '-- 4.. SIDEWALK CONTRAC'T'ION JOI(\('I' CONCRETE SIDEWALK -SAiEE ALL PJOINSAN TSG TNTC 3-1/2" CONCRETE SICENALK D D♦ -I" MAX. SAND LAYING COURSE - ERICK PAVERS 7-R"X3-j"X2-j" SIDEWALK PAVER SECTION VARIES < 2% MAX. SEE NOPE 4 #3 BARS ® 12" O.GE.W. OR 28 -DAT CONCRETE #4 BARS 0 18" O.C. E. W. STRENGTH = 3000 p, (4" THICK MIN ) SEE FINISH NOTE 6' -`FIDE BRICK PAVERS SIDEWALK SWI -02 DETECTABLE 0 X 18', 12" OC. WARNING SURFACE z z VIN THESE DETAILS ARE FROM Nvv--EXTRUDING -IL-CP l --FILTER p Q w LANDING I/lo""=PEATER THAN DIAMETER OF DOWEL BAR, rAP MUST BE a�HI -_ - 00000000 i- 4" MAX. o z 000000000 o0000000o II ANUSUAL "- 6" MIN. --. _. FACE OF 10" MAX. CURB TYPICAL PI.ACI':MENT OF DE"I'ECI'AB11, WARNING LANDING AT STRL''1 ,11)(E ' l() _ 5� ., cxI P ' ° Lantlina a > v 00. a='c1 Detectable warning surface ` (Games to run porallel to 4' MoY �edeslrlor. travel) and Usual �-1000000000 �N p 0o0ao0o00-Side flare �, }E 000000000 \ (7ypieeQ 00000000\0 \ 6" mfr, 1 Fcce of 10 max curt 'I'YPICAL PLACEMENTOF DI'" 1'ECEABLE. WARNING SURFACE ON SLOPING RAMI3 RUN SW -2 -OI E SANDNGI ` a in > II 4, a b o 1 1 x \ a _ _ o �'� v a SIDE FLA - V10 SLOPE Ax (T'PCAL) I\ I - - , "-`- (TYPICAL) - - 6' -. Face e+ 4 RAMP WIDTH -- (TYPICAL) '- curt (TYPICALI TYPICAL AMBI'LA'1'ORY RAMP W/ W2-02 NOTES: 1. SIDEWALK PLACEMENT SHALL BE IN ACCORDANCE WITH B/CS UNIFIED DESIGN GUIDELINES, 2. FINISH. LIGHT BROOM FINISH. JOINTS TO BE TOOLED I" DEEP AT AN INTERVAL EOUAL TO, THE SIDEWALK WIDTH. EXPANSION JOINTS 0 40' O.C.,CONTRACTION JOINTS 0 4' O.C. 3. DOWEL IN AND TIE TO ANY CONCRETE STRUCTURE ADJACENT TO SIDEWALK (DRIVEWAY, INLET BOX, CURB, JUNCTION BOX, ETC.) WITH3 z � 12 BARS 6 12" O.C. OR X14 z 12" BARS ®18° O.C. 4. COMPACTION. COMPACTED SUBGRADE MATERIAL COMPACTEC 70 A DENSITY AT LEAST 98% OF MAXIMUM DRY DENSITY AS DETERMINED BY PROCTOR COMPACTION TEST ASTM D698 (STANDARD) AND SHALL BE C-4% WET OF THE OPTIMUM MOISTURE CONTENT 5. A MINIMUM CLEAR PEDESTRIAN WIDTH AS DEFINED BY TAS AND AOA SHALL BE PROVIDED FOR ENTIRE LENGTH OF SIDEWALK. SEAL WITH EXPANSION JOINT MATERIAL SMOOTH DOWEL BAR 1/4" P 1/2 O X 18", 12" O.C. (COATED 'N/HEAVY GREASE, 41. NON -EXTRUDING FILLER 3" LONG METAL OR PLASTIC CAP, INSIDE DIAMETER TO BE 9" GREATER GREATER THAN DIAMETER OF DOWEL BAR. CAP MUST BE LONG ENOUGH TO COVER 2" OF DOWEL AND HAVE S -OP SO END OF CAP IS 1" FROM END OF BAR. SIDEWALK EXPANSION & C'ONST'RUCTION JOINT 1 /8" i0 3 IE SAWED OR FORMED, / SEAL WITH EXPANSION JOINT MATERIAL, MIN 3/B" R L '-- 4.. SIDEWALK CONTRAC'T'ION JOI(\('I' CONCRETE SIDEWALK -SAiEE ALL PJOINSAN TSG TNTC 3-1/2" CONCRETE SICENALK D D♦ -I" MAX. SAND LAYING COURSE - ERICK PAVERS 7-R"X3-j"X2-j" SIDEWALK PAVER SECTION VARIES < 2% MAX. SEE NOPE 4 #3 BARS ® 12" O.GE.W. OR 28 -DAT CONCRETE #4 BARS 0 18" O.C. E. W. STRENGTH = 3000 p, (4" THICK MIN ) SEE FINISH NOTE 6' -`FIDE BRICK PAVERS SIDEWALK SWI -02 TG -03 TRANSVERSE REINFORCEMENT; #4 BARS AT 18" C. TO C, T) -PE "r' JO,NT Ti I s A T.- + - -E ;ONT + T I - • T -_ 2 I 2 - LONGITUDINAL REINFORCEMENT. - 40' _ 40' 40 #4 RAPS AT 18" C. TO C. _ - ---Y - T4 A'GA'AT,!l;1,X-1 7( CAI,JOINT & REINFORCEMENT I.AYOtTT FOR CONCRETE PAVEMENT -SEAL YY/E XPAN'SION JOINT MATERIAL ok npT,. DOWEL BAR GENERAL NOTES FOR DETECTABLE WARNINGS 0 X 18', 12" OC. ./a" R -- - _ .A*ED PEDESTRIAN FACILITIES VIN THESE DETAILS ARE FROM Nvv--EXTRUDING -IL-CP X a X 6" --FILTER GENERAL NOTES I/lo""=PEATER THAN DIAMETER OF DOWEL BAR, rAP MUST BE L. 1. CURB RAMPS MUST CONTAIN A DETECTABLE WARNING SURFACE THAT CONSISTS OF FAISED TRUNCATED DOMES COMPLYING WITH SECTION 4.29 OF THE TEXAS 'B -DAT f IN'RETE Or CAP IS i" FR06! END ^F BAR. 1. ALL SLOPES ARE MAXIMUM ALLOWABLE THE LEAST POSSIBLE SLOPE THAT WILL STILL DRAIN PROPERLY SHOULD BE USED. ADJUST CURB RAMP LENGTH OR GRADE I' I IY NOT GRAIN ACCESSIBILITY STANDARDS (TAS). THE SURFACE MUST CONTRAST VISUALLY WITH ADJOINING SURFACES, JOINT TJ BE SPACED AT 40' IN fER;ALS & ALL RADIUS POINTS, PC'S, P.T.'S. OF APPROACH SIDEWALKS AS DIRECTED. , SAND RAG -'' INCLUDING SIDE FLARES. FURNISH DARK BROWN OR DARK RED DETECTABLE v$8�A PPFwe) EXTENSIONS ARE TC BE MADE 2. LANDINGS SHALL BE A 5' X 5' MINIMUM WITH A MAXIMUM 2 GL pFE ANY DIRECTION. SLOPE Ib WARNING SURFACE ADJACENT TO. UNCOLORED CONCRETE, UNLESS SPECIFIED ELSEWHERE IN THE PLANS. ' L BX SZETNO NDPiNTECWH 'i0pDZ\A::E a R ANY 3. MANEUVERING SPACE AT THE BOTTOM OF -CURB RAMPS SHALL BE A MINIMUM OF 4' COATS OF ,METAL FAINT. S EXTENSIONS SHALL BE A MINIMUM X 4' WHOLLY CONTAINED WITHIN THE CROSSWALK AND WHOLLY OUTSIDE !'F ONE (I 1 FOOT LONG I7LII'•-1 -A 2. DETECTABLE WARNING SURFACES MUST BE SLIP RESISTANT SAND BAG FILTER THE PARALLEL VEHICULAR TRAVEL PATH.' EXTENSION AS NEEDED T�. AND NOT ALLOW WATER TO ACCUMULATE. A it 4. MAXIMUM ALLOWABLE CROSS SLOPE ON SIDEWALK AND CURB RAMP IS 2 FABRIC -J 3. ALIGN TRUNCATED DOMES IN THE DIRECTION OF PEDESTRIAN DRILL 3,'E" DIA. -' - v BALES 5. CURB RAMPS WITH RETURNED CURBS MAY. BE USED ONLY WHERE PEDESTRIANS ''.I ' �I r 0L rt , N'JT TRAVEL WHEN :ENTERING THE STREET. _ 4, SHADED AREAS EX ;TM WOULD NOT NORMALLY WALK ACROSS THE RAMP, EITHER BECAUSE THE gpJACENT SURFACE IS PLANTING OR OTHER NON -WALKING SURFACE d CE ER %G FI L A ON SHEETS 3 AND 4 INDICATE THE APPROXIMATE LOCATION FOR THE DETECTABLE WARNING - ROCK SIZE. OR BECAUSE THE SIDE APPROACH IS SUBSTANTIALLY OBSTRUCTED. OTHERWISE, PROVIDE FLARED SIDES. '•..__ SURFACE FOR EACH CURB RAMP TYPE. 6. ADDITIONAL INFORMATION ON CURB RAMP LOCATION, DESIGN, LIGHT RELECTIVE VALUE A'*'g*=6�I. c,;l 5. DELECTABLE WARNING SURFACES SHALL BE A..:MINIMUM OF 24" IN A �: A\ .._ _ AND TEXTURE MAY BE FOUND IN THE CURRENT EDITION OF THE TEXAS ACCESSIBILITY STEEL PCLIS DEPTH IN THE DIRECTION OF PEDESTRIAN TRAVEL„ AND EXTEND THE STANDARDS (TAS) AND 16 TAC ; 68.102. TEMPORARY DEVICES AROUND STORM DRAINS ARE USED TO DETAIN AND/OR FILTER FULLWIDTHOF'THE -CURB :RAMP -OR LANDING.WHERE THE PEDESTRIAN ACCESS ROUTE ENTERS THE STREET.... -' - 7; TO SERVE AS A PEDESTRIAN RLN'UGE'-AREA: THE =MEDIAN -SHOULD "BE A.MINIMUM OF 5' WIDE. - SEDIMENT TO SETTLE PRIOR TO DISCHARGE INTO A STORM DRAIN INLET OR CATCH -LADEN BASIN. RUNOFF THE PROTECTION MEDIANS SHOULD BE DESIGNED TO PROVIDE ACCESSIBLE PASSAGE GATE VALVE & BOY 6. DETECTABLE WARNING SURFACES SHALL BE SO CONDITIONS. OVER OR THROUGH THEM. LOCATED THAT THE EDGE NEAREST THE CURB LINE IS A MINIMUM OF 6" AND A MAXIMUM OF 10" FROM THE EXTENSION OF THE FACE OF CURB- OF DETERIORATION. . B. CROSSWALK DIMENSIONS, CROSSWALK MARKINGS AND STOP BAR LOCATIONS SHALL BE AS SHOWN ELSEWHERE IN THE PLANS. DRAIN INLET PROTECTION DETECTABLE WARNING SURFACES MAY BE CURVED ALONG THE CORNER RADIUS. AT INTERSECTIONS WHERE CROSSWALK MARKINGS ARE NOT REWIRED, CURB RAMPS SHALL BE ALIGNED WITH THEORETICAL SWPPI-00 CROSSWALKS, OR AS DIRECTED BY THE ENGINEER, 7. ACCEPTABLE PAVER MATERIAL SHALL BE CLAY, VITRIFIED 9. EXISTING FEATURES THAT COMPLY WITH TAS MAY REMAIN IN PLACE UNLESS POLYMER COMPOSITE, PRECAST POLYMER CONCRETE, OTHERWISE SHOWN ON THE PLANS. =' AND CONCRETE. 10. HANDRAILS ARE NOT REQUIRED ON CURB RAMPS. PROVIDE CURB RAMPS WHEREVER ON ACCESSIBLE ROUTE CROSSES (PENETRATES) A CURB. 11. SEPARATE CURB RAMP AND LANDINGS FROM ADJACENT SIDEWALK AND ANY OTHER ELEMENTS WITH PREMOLD OR BOARD JOINT OF 3/4" UNLESS OTHERWISE DIRECTED BY THE ENGINEER. 12. PROVIDE A SMOOTH TRANSITION WHERE THE CURB RAMPS CONNECT TO THE STREET, 13. FLARE SLOPE SHALL NOT EXCEED 10% MEASURED ALONG CURB LINE. GENERA N r ,s (PAVERS) _ FURNISH DETECTABLE WARNING PAVER UNITS MEETING ALL r RE ALAEMENTS OF ASTM C-936, r-33 L A; ,N A TW_' BY TWO UNIT BASKET, WEAVE PATTERN OP AS DIRECTED. LAY FULL-SIZE UNITS FIRST FOLLOWED 8" CLOSURE _11N,,'S - c` CONSISTING OF AT LEAST 25 PERCENT OF A FULL UNn-. CUT <"I (, , J 0I '^- g W^a,n 9� DEI'W ECTA9LE WARNING PAVER UNITS USING A POWER SA. O O G O ""° > 6 9, Detectable warn ing NO. 3 REBAR AROUND PAVER INSET ,over with truncated - 9 -- come surfcce D1s 1 L(7T4111.E I I' RNING 1',4 4" Max anC Usual DETECTABLE WARNING PAVER WITH EXPANSION JOINT - TRUNCATED DOVE SURFACE Ic AS REQUIRED I \ 'ONFORM A :0 A MORTAR BED - SHALL T7 Sid- fare SIDE FLARE - (TYR) APPLICABLE SPECIFICATIONS ,_�• hi- - CONTROL JON7 PERMISSIBLE Faze of Tlt(.N'(A7YzyDOM1. N7%711WA, +, 6 - MIN, 4" _ C ,'I?B 4.41' Na. 3 REBAR F7 18"'MAX,) ON -CENTER BO -1- WAIS CLASS A CONCRETE - SHALL CUNFCPV TO APPLICABLE SPECIFICATIONS nrTrri CrrAn T r AVA Dr%TTXTI'I n A I T"" yL('7Y0A'ATA TG -03 TRANSVERSE REINFORCEMENT; #4 BARS AT 18" C. TO C, T) -PE "r' JO,NT Ti I s A T.- + - -E ;ONT + T I - • T -_ 2 I 2 - LONGITUDINAL REINFORCEMENT. - 40' _ 40' 40 #4 RAPS AT 18" C. TO C. _ - ---Y - T4 A'GA'AT,!l;1,X-1 7( CAI,JOINT & REINFORCEMENT I.AYOtTT FOR CONCRETE PAVEMENT -SEAL YY/E XPAN'SION JOINT MATERIAL ok npT,. DOWEL BAR _1NDER BLOCK - 0 X 18', 12" OC. ./a" R -- - _ .A*ED W/HEAV, GREASE) VIN THESE DETAILS ARE FROM Nvv--EXTRUDING -IL-CP X a X 6" --FILTER FABRIC I/lo""=PEATER THAN DIAMETER OF DOWEL BAR, rAP MUST BE FOUND AT WWW°BCSUNITED:NET LONG ENOUGH TO COVER 2" OF DOWEL AJC '+AVE STOP SO END 'B -DAT f IN'RETE Or CAP IS i" FR06! END ^F BAR. I' I IY NOT GRAIN TO COVER INLET JOINT TJ BE SPACED AT 40' IN fER;ALS & ALL RADIUS POINTS, PC'S, P.T.'S. E. __PPOSITE P'..'S, SAND RAG -'' 00<w v$8�A PPFwe) EXTENSIONS ARE TC BE MADE ' L BX SZETNO NDPiNTECWH 'i0pDZ\A::E a COATS OF ,METAL FAINT. S EXTENSIONS SHALL BE A MINIMUM !'F ONE (I 1 FOOT LONG I7LII'•-1 -A SAND BAG FILTER EXTENSION AS NEEDED T�. A it 6.. A FABRIC -J DRILL 3,'E" DIA. -' - v BALES HOLE FOR TRACER-• ''.I ' �I r 0L rt , N'JT 1 PE. INSURE THERE EX ;TM •-NO SHARP EDt,ES -LEAVE d CE ER %G FI L A b"-10 A4 P'n_E INSIDE VALVE - ROCK SIZE. BOX '•..__ - 3/4" TO 1-1/2.. A'*'g*=6�I. c,;l A �: A\ .._ _ NOTE: STEEL PCLIS 14 P "JR LA TEL -� PVU DRE I. PIPE TEMPORARY DEVICES AROUND STORM DRAINS ARE USED TO DETAIN AND/OR FILTER SEDIMENT - METAL T -POST AS -^EO'0 TO MAIN'AW. - SEDIMENT TO SETTLE PRIOR TO DISCHARGE INTO A STORM DRAIN INLET OR CATCH -LADEN BASIN. RUNOFF THE PROTECTION ALLO'NS GATE VALVE & BOY SAND BAGS SHALL BE UV RESISTANT AND MUST NOT DEGRADE DUE TO ATMOSPHERIC SAND CONDITIONS. BAGS SHALL BE REPLACED UPON FIRST SIGN OF DETERIORATION. C STORM DRAIN INLET PROTECTION SWPPI-00 TG -03 TRANSVERSE REINFORCEMENT; #4 BARS AT 18" C. TO C, T) -PE "r' JO,NT Ti I s A T.- + - -E ;ONT + T I - • T -_ 2 I 2 - LONGITUDINAL REINFORCEMENT. - 40' _ 40' 40 #4 RAPS AT 18" C. TO C. _ - ---Y - T4 A'GA'AT,!l;1,X-1 7( CAI,JOINT & REINFORCEMENT I.AYOtTT FOR CONCRETE PAVEMENT -SEAL YY/E XPAN'SION JOINT MATERIAL ok npT,. DOWEL BAR T; A" 0 X 18', 12" OC. ./a" R -- - _ .A*ED W/HEAV, GREASE) VIN THESE DETAILS ARE FROM Nvv--EXTRUDING -IL-CP X a X 6" 3" LONG METAL OF PLAS^C CAP, INSIDE. DIAMETER TV BE - I/lo""=PEATER THAN DIAMETER OF DOWEL BAR, rAP MUST BE FOUND AT WWW°BCSUNITED:NET LONG ENOUGH TO COVER 2" OF DOWEL AJC '+AVE STOP SO END 'B -DAT f IN'RETE Or CAP IS i" FR06! END ^F BAR. TYPE"YI It HEREON PLEASE RE EER TO THE EXPANSION & CONSTRI IC ION JOINT TJ BE SPACED AT 40' IN fER;ALS & ALL RADIUS POINTS, PC'S, P.T.'S. E. __PPOSITE P'..'S, & eN ALL H.ORtZ7NTA,_ & VERTICAL CURVES ORIGINAL GROUND IN F'L TURE STREET AREA SE' "ECT MATERIAL 6^_12' - - 8 (MANUALLY (_-^---- ;- . CONSOLIDATE AT OPTIMUM .. 4" ' -- MOIS _ Z" PIPE LNOISTUPBE'C SOIL - '.`O.D.-. --. 6" PN /12 MA'•: 0Iy170:N'., o. 1 OPipI%AL GROUND CR BOTTOM OF SUB GPLpE _ PEACE bE' L=TE_TOR N TUTURE STP -HT AREA TAPE AT A MINIMUM OF 24" ABOVE T6P OF PIPE C _.:AEN'T A L'7:_ - 12.. ". (MANLAL.'r CONSOLIDATE O AT OPTiMJV MOISTURE) 4" 'NCS_VRSED SOIL o MIN./12.. MAX. 01"H )"N' NO. 2 NOTE: TYPE "G" EXPANSION JOINTS IN CJRB & GUTTER SHALL BE SPACED AT A MAXIMUM DISTANCE Cr 40' APART AND AT ALL RADIJS POINTS P.T'S AND P,C.'S. T';PE "B' CONTRACTION JOINTS IN CURB & GUTTEP, SHALL BE SPACED AT A MAA,MUM DISTANCE OF 10' APART, 24" -L L. 0 .1 0 - 3.. 3' 3. i #a BARS 0 .'e" X 18" SMOOTH _ EXPANSION DOWELS '3 - TYPICAL COMBINED CIJRB & GUTTER SECTION BARS. 18" O,GE,W. Z8 -DA rCONCRETE 8 l I� STRENGT--3500 psi BARS. 16" LB, 5" !N'0 EXIS*. FVM7 ). Ca' 1" O.C. COMPAC-EC CEMENT - L'Zn0 FX,'S'R,C CONCRETE - r6" S'REET SAW CUT SEE BEDDING DETAIL %GP L'NDIST_�RBLD 501E APPROPR,ATE PIPE TYPE VARIES OPEN CUT CONCRETE STREIt:T (:) SELECT MATERIA: MATERIAL EXCAVATES SROM THE D,%L 6 -ICH '.S ERE- C° ROCKS, LUMPS, CLODS 0'n DEBRIS LARGE 74AN "J!'J (2) INCHES IN THE LARi;ES' DIMENSION) .CVFA TEE To A MINIMUM OF 907 jr MAXIMUM DENSIT, A> ,)ETEPV:NED P, ASTM 0698 (STANDARD) AT A MOISTURE CONTENT WT"IN OPTIMUM TO +47 OF OPTIMUM LNDEP NON-STRUCTURAL AREAS (,e _YARDS PASTURES, EASEMENTS) AND TO A MINIMUM I�F 987. OF M XJALM OENS17, AS DETERMINED BY AS.M D698 'S' .NCLRD) AT A MCIST:,RE CONTENT W IM.N OPTIMUM TO +47 OF OPTIMUM UNDER NEW STREET AND PA,EVEN •RFAS G GRANULAR MATERIAL MATERIAL SHALL BE BANK RUN RIVER. SAND NHICr- ,S EPEE OF DETRIMENTAL QUANTITIES OF CLAY, DEBRIS. OR ORGANIC MATERIAL AND WHICH, WHEN TESTED Be STAN PD LABORATORY METHDCS. MEET THE FOLLOW NG REOLICEMENTS: MAXIMUM LICUID LIMIT- - 45 - MAX MI 1I PLASTICITY INDEX -- _ ... 15 MAXIMUM PERCENT PASSING NO 200 <_E'VE MNIMUM PERCENT PASSING 3/4 SIEVE THE MATERIAL SMALL BE FREE fLOWING AND WHEN NET, SMALL NOT AC -ERE TO FORM A BALL WHEN PRESSE^ IN THE HAND 1 CEMENT STABILIZED SAND . TEx I. ECP BEDDING AVD TRENCHING 119THIN ALL PAVED AREAS SEE DE%AILS FOR CPEN CUT STREETS. ALL BEDDING & PVC IN ACCORDANCE WITHSTALLATION ANSI/AWWAOSTANDARIDS FOR PE LPVCEPIPE. = ALL BEDDING & INSTALLATION OF DUCTILE IRON PIPE SHALL BE IN ACCORDANCE WITH ANSI/AWWA C150/A21.50 4. COMPACTION SHALL BE ATTAINED 6) MECHANICAL -4MFING. 5 RELATIVE COMPACTION SHALL BE TESTED IN THE PRESENCE OF THE ` CITY ENGINEER. DUST RESULTING FROM THE CONTRACTOR'S PERFORMANCE OF THE WORK, EITHER INSIDE OR OUTSIDE THE RIGHT-OF-WAY, SHALL BE CONTROLLED BY THE CONTRACTOR. ALL TRENCHES SHALL BE BACK FILLED AND TEMPORARY.PAVING OR PLATING PLACED AT THE END OF EACH WORKING DAY. 8. SEE "OPEN CUT DETAILS" S74-00. S74-01 & S1`4-02. BEDDING AND TRENCH FOR DI PIPE & PVC PIPE WITHIN NON-STRUCTURAL eNT AT TXTT .• err,-- . ____ - STPUCTUPAL BACKFILL AREA INCLUDES ALL PAVED AREAS (S'DEWALKS, STREETS. ALLE+S, OR'VEWA'S,AND PARKING AREAS) AND SHALL EXTEND o' BEYOND THE CURB LINE. STRUC%R.A_ BACKFILL SHALL BE CEMENT STABIUZED (OPTION ^: J. 2 IN w4-03) OR EXCAVATED SOIL COMPA_TED %' 9°% MAXIMUM DRY DEN'SIT'r AS PER ASTM 0698 WITHIN OPTIMUM TO +4% WET OF GPTIMUV ,OPT10N NO I IN W4-',--) czP' rJ 0.• �� CQ 5. STRLICTLIRAI, BACKFILL AREA d 00 W °' N l� 00 ' N Q i' , I) \� -j �. � / O Caw aE1 W cf 1 I---1 w co V] 4d a ^MM W W - Q '- O � Ln W Li 0 00 I? O J Do 0 W W w U ~ 0) r 0 Q O O O:�Cn,U 0 - PROJECT 26-08 SHEET 2 OF 3 00 O NOTE: VALVE LXIENS' N u of SED THESE DETAILS ARE FROM Nv X a X 6" THE B/CS UDO AND CAN BE FOUND AT WWW°BCSUNITED:NET 'B -DAT f IN'RETE IF ANY CONFLICT IS FOUND HEREON PLEASE RE EER TO THE Z)oujZ Q>o zo- STRENGTH °000 ps, OFFICIAL B/CS UNITED' DETAILS. �> 00<w WTI,, .d4 BAR AROUND O Caw aE1 W cf 1 I---1 w co V] 4d a ^MM W W - Q '- O � Ln W Li 0 00 I? O J Do 0 W W w U ~ 0) r 0 Q O O O:�Cn,U 0 - PROJECT 26-08 SHEET 2 OF 3 NOTES . (-' VALVE LXIENS' N u of SED X a X 6" ONL1 WHEN T ,F GATE - 'AL"' - r ) 'B -DAT f IN'RETE S DEEPER THAN tI P;M I+ - IISHEO RADE STRENGTH °000 ps, 2 ALL VAWE OPERATING NUT WTI,, .d4 BAR AROUND EXTENSIONS ARE TC BE MADE ' L BX SZETNO NDPiNTECWH 'i0pDZ\A::E a COATS OF ,METAL FAINT. S EXTENSIONS SHALL BE A MINIMUM !'F ONE (I 1 FOOT LONG I7LII'•-1 -A 'L'.'E -_DY PER SPECS ,.TIT EOX EXTENSION AS NEEDED T�. A it 6.. A -J DRILL 3,'E" DIA. -' HOLE FOR TRACER-• ''.I ' �I r 0L rt , N'JT 1 PE. INSURE THERE EX ;TM •-NO SHARP EDt,ES -LEAVE d CE ER %G FI L A b"-10 A4 P'n_E INSIDE VALVE I . -ERMIN T 4 ,u s' BOX cpC TOP _F BOX A'NWA C900 STD. GATE VAzV'E PRESSUPE P:ZL c,;l 1, STAINLESS_ I... _..t STEEL PCLIS 14 P "JR LA TEL -� COrP R 'FA[Ec _ PVU DRE I. PIPE WIPE - ELuCK AS D'RECTEG - MIN. DIMENSION APPROX EQUAL TO CNE BAG OF SACKRETE GATE VALVE & BOY O Caw aE1 W cf 1 I---1 w co V] 4d a ^MM W W - Q '- O � Ln W Li 0 00 I? O J Do 0 W W w U ~ 0) r 0 Q O O O:�Cn,U 0 - PROJECT 26-08 SHEET 2 OF 3 Warning Sign Sequence in Opposite Direction Some as Below T SRI -2 YIELD �0 42" X 42" X 42" SRi-2b TO 48" X 36" ONCOMING TRAFFIC 7' minimum (SEE NOTE 6) Channelizing devices separate work area from traveled way. O PCW ZO —7q 48"x 48" 41-90 0,Fr ASW= FDR 44'c0I)oM,,Wc., 'psi A-fxlG 7E bi�•�Tlt7.u, • f END �- ROAD WORK 0 En e C X Minimum Sign Spacing _ o X a �a L On a On a Taper, Tangent *X Distance 30 2 L= 60 150';165'1180' o Y. o L " - 205' 225', 245' - 5 w l 40 265'1295" 320/ •O 80'-100' 240' . L=WS 450' 495'1540' I �C4iP.C, 45' 90'-110' 320' � o 500' 550'1 600' 50' 100' -125' e C X Minimum Sign Spacing _ o X a �a e C X Minimum Sign Spacing _ o 10' offsetlOffseti0ffset a �a L On a On a Taper, Tangent *X Distance 30 2 L= 60 150';165'1180' o ® Ln 0 X .-. G20 -2a 48" X 24" Type III barricade, channelizing devices,or shadow vehicle with orange flags or warning lights. When shadow vehicle is required, it shall be equipped with Truck Mounted Attenuator. YIELD SRI -2 42" X 42" X 42" TO ONCOMING SRI -2b TRAFFIC _48",L36" ONE LANE ROAD / AHEA� TCP ( 1 -2a) One Lane Closed Adequate Field of View YIELD W3 -2o 48" 48" X 48" CW20-4D 48" X 48" ROAD WORK AHEAD CW20-iD 48" X 48" (FLAGS -SEE NOTE 1) ® FCW20-7b 48" X 48" (SEE NOTE 2) FCW20-7a 48" X 48" 500 FEE - END ROAD WORK G20 -2a 48" X 24" ONE LANE ROAD \EAD -- The requirement for shadow vehicles will be listed in the project GENERAL NOTES, Item 502, Barricades, Signs and Traffic Handling. ROAD WORK CW20-1 D AHEAD48" x " (FLAGS -S NOTE 1) Irv, X X WA. END ROAD WORK G20 -2a 48" X 24" Type III barricade, channelizing devices,or shadow vehicle with orange flags or warning lights. When shadow vehicle is required, it shall be equipped with Truck Mounted Attenuator. O i X FCW20-7a 48" X 48" 500 o FEET d TCP ( 1 - 2b) One Lane Close In equate Field of View ROAD WORK AHEAD CW20-iD 48" X 48" (FLAGS -SEE NOTE 1) FCW20-7b 48" X 48" (SEE NOTE 2) LEGEND ® Type III Barricade ■ ■ Channelizing Devices Flag Heavy Work Vehicle ® Truck Mounted Attenuator Trailer Mounted Portable Changeable Flashing Arrow Panel M Message Sign 0-0 Flogger i Sign Post Minimum Desirable Taper Lengths * * Suggested Maximum Spacing of Device Minimum Sign Spacing Posted Speed Formula 10' offsetlOffseti0ffset a �a L On a On a Taper, Tangent *X Distance 30 2 L= 60 150';165'1180' ON. LR EK. MT 30' 60'-75' " - 205' 225', 245' - 5 70' -90' 1 60' 40 265'1295" 320/ 40' 80'-100' 240' 45 L=WS 450' 495'1540' I �C4iP.C, 45' 90'-110' 320' 50 500' 550'1 600' 50' 100' -125' 400' 55 �X 605''; 660 55' 1 1 1 0' -1 40' X X WA. END ROAD WORK G20 -2a 48" X 24" Type III barricade, channelizing devices,or shadow vehicle with orange flags or warning lights. When shadow vehicle is required, it shall be equipped with Truck Mounted Attenuator. O i X FCW20-7a 48" X 48" 500 o FEET d TCP ( 1 - 2b) One Lane Close In equate Field of View ROAD WORK AHEAD CW20-iD 48" X 48" (FLAGS -SEE NOTE 1) FCW20-7b 48" X 48" (SEE NOTE 2) LEGEND ® Type III Barricade ■ ■ Channelizing Devices Flag Heavy Work Vehicle ® Truck Mounted Attenuator Trailer Mounted Portable Changeable Flashing Arrow Panel M Message Sign 0-0 Flogger i Sign Post 4 Conventional Roads Only **Toper lengths have been rounded off. L=Length of Taper (FT.) W=Width of Offset (FT.) S=Posted Speed (MPH) TYPICAL USAGE: Minimum Desirable Taper Lengths * * Suggested Maximum Spacing of Device Minimum Sign Spacing Posted Speed Formula 10' offsetlOffseti0ffset 11' 1 12' On a On a Taper, Tangent *X Distance 30 2 L= 60 150';165'1180' ON. LR EK. MT 30' 60'-75' 120' 35 205' 225', 245' - 5 70' -90' 1 60' 40 265'1295" 320/ 40' 80'-100' 240' 45 L=WS 450' 495'1540' I �C4iP.C, 45' 90'-110' 320' 50 500' 550'1 600' 50' 100' -125' 400' 55 550' 605''; 660 55' 1 1 1 0' -1 40' 500' 60 _ 65 600'; 660'i 720' 60' 1 1-20' -1 50' * 600' 650'!715';780' 65' 130'-165' �E700' 70 700' 770'1840' 70'1140'-175' *800' 4 Conventional Roads Only **Toper lengths have been rounded off. L=Length of Taper (FT.) W=Width of Offset (FT.) S=Posted Speed (MPH) TYPICAL USAGE: MOBILE SHORT DURATION SHORT TERM STATIONARY INTERMEDIATE TERM STATIONARY LONG TERM STATIONARY SRi -2b Letters - Black GENERAL NOTES: 1• Flags attached to signs are REQUIRED. 2. All traffic control devices illustrated are REQUIRED, except those denoted with the triangle symbol may be omitted when stated elsewhere in the plans. 3. The BE PREPARED TO STOP sign may be installed after the ONE LANE ROAD AHEAD sign, but proper sign spacing shall be maintained. 4. ROAD WORK AHEAD sign may be repeated if the visibility of the work zone i s' less than 1`500' . TCP ,(1-2a) 5. YIELD sign traffic control may be used on projects with approaches , that have adequate sight distance. For projects in urban areas, work zones should be no longer than one half city block. In rural areas on roadways with less than 4000 ADT, work areas should be no longer than 40b'. 6. YIELD TO ONCOMING TRAFFIC sign shall be placed on a support at a 7' minimum mounting height. TCP(1-2b): 7. Flaggers should use two-way radios or other methods of communication to control traffic. 8. Length of work area should be based on the ability of fiaggers to communicate. 9. Distance along curve of work area should be adequate length for motorists t0 identifv and renn+ +n flnnnor elnnnlc Only prequalified products shall be Used. A list of compliant Products and their sources MOY be obtained by writing or foxing: Standards Engineer Traffic Operotians Division - TE Texas Deportment of Transportation 125 East lith Street Austin, Texas T6701-2483 Phone (512) 416.3335 Fox 1512) 416.3161 Email TRF-STANDARDImailgw.dot.stote.tx.us STANDARD PLANS 2 114 y I 48 It ---------------- TEXAS DEPARTMENT OF TRANSPORTATION 112 411/2 TraffIc Operatlons DIvlslon " . tl 70 6„ D �6 " ql/2 " 36" lMi 6"D TRAFFIC CONTROL PLAN 4'/2 " 6'f E 411/2 TCPH-2).=98 SRi -2b Letters - Black ©TXDOT December 198 ON. LR EK. MT ,DN M NEc... Background - White 48" x 36° Ref I ect i ve REviSlau ArE oisTRIET PEUERaL pFRAL A13 PRJ:F.i REe7oN sxEET 4-90 6� - 2-94 1-97 COUNTY I �C4iP.C, -- )EC A JP9 I _.— LSNHd� 4-9f- 152 F'�eDJEcT 26 --OS 3 of 3