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HomeMy WebLinkAboutRE2007-000589, 6-4-07 - REVISIONS0 1 2 3 4 I 59'r6r i 17'-2j' . 11 'I 28'-7�' 29'-8 j" I 31" r I o I27'-41• �2r_4j„ � 16'-9j" 7j,F ' 14'-31" 14'-3j" 14'-911" 14'-10 I 4 » t rr 1+ " 11'-1 I i 4 4 3 4 37 4j i 3 4 I 3'-2j" 5-62p 114'-3499 1r-O» I 18'-34" I 5'-6" p all ,- I 11 ----------------1 L1� N 4rr 1,� 1 4,_O» ' 8'-4�" 5,_3,r 1 ,r6/24,.0 f I I 12"0 24" 12"0/24"0 — — — — --------�.� 12 0/24' 0 I / I N Q I 12"0/24„� 12 0/24 I I I 12 0/24 0 1 47-%�12"� 24"� _ 2 �( I Y. --_______- (v� I � � / ' I iV f I cn (TYP) cn ,. \ I \ I \ \ I /lb* I CJ;c, I �� n 12 0/24 0 cn V) ( cn� i��Id _;i) — - — - — - — - — - — - — 1 S3--------- -----�--------------- ------------— — — — — — — — — ---- --- r I SIM T /-------- 1 r'0/36"O , .\ _ 18rr0/36»o '— — — — — — — / — — — — — — — — — — — — — 95'-O" 95'-0" �� 95'-0" 95'-0" 95'-' " 1 12 0/2 " 0 I 8/S5 � I � 95'-0" I I I 8� �n 1k 1", SIM 3 `O ' ,.,V,...,.�„ , 9 /S3 0 00 I I I o SLAB BLOCKOUT /I I �Ir _j ' REF. ARCH. FOR �- I I N SIZE & LOCul). / I 18"0/36"0 I I p0 n co f1w co I I }` I I y�0 �•� I _ I ^\ o _ N3/S3 I #®XRE-ENTRANT ' 12"0/24"0 1 ' N I ( I �� _. / „ Sim 3 TYP) ) I 6/ .— 8 /S3 I ` - I SIM 3 o i I I I f 9 /S3 CJ r T / i'— \ 2/S3 (TYP) I I I o - I95'-6" I I , - - - - - - - —i �� F� ; � � o j(b jay L i I I I 12"0/24"0I I 0 00 I I' Lo 0000 � 8 /S3 1 I i o 1 4/S3 I I ~ I 9 /S3 0 `- j � I I j 00 I I I I f9,� 1 1' 98'-0" 12"0/24"0 1 a�- 4­7 -A- - - — - — - — - 00 N 1 / I 3 II 00 I00 I 96'-0" I i r 1 I FIN FLR ELEV = VARIES 1 ( DATUM ELEV = REF CIVIL I i _ 5" CONCRETE SLAB -ON -GRADE REINFORCED w/ #3 BARS AT I I o r I 0 v - 9 /S3 N c r ico 3 I 1 1 �p0 �� r i I I I� » FIN FLR ELEV = 100'-0)" L ,`18 0/36 0 12 24 , ,N DATUM ELEV = REF CIVIL ,w, 33 I 5" CONCRETE SLAB -ON -GRADE ! !_ �' _ _ _ _ _ _ 3 - N '` 1 REINFORCED w/ #3 BARS AT \ v_ /N I 18 OC EACH WAY ON 10 MIL `I ' I MIN VAPOR BARRIER. 1 1 I I 1 1 I I I 1 po r'"•,oa I I 96'-6„ CA 12"0/24"0 l I I I i o 3/S3 I — 6r-e rr 10'-2,j" 4'-85,r \1 I I I '00 04 00 cv - CJ 1 - , `�Km `° II I (TYP) I (_ 18"0/36"0 I I 'co I '\rO 'ro � 10 /S3 N O 1g co--------------- -- - - - - - - - - - --- ------� V) 00 'C14 G - N" %� — - — - — - — - — - — - -E -�—OH — / ' I I I ' CITY OF GRAPE-It5.. ;. . f I SHAFT DIA. BELL DIA. ,��' ,��'" L EASED l� 11 —11 6 —4 3 —2 I 18 0 (INT.) 42 00NT.) m \ ' '� 18" 0 (EXT.) 54"0(EXT.) 13'-10" 15 —5 15 —0 12 —4 TYP. U.O.N. TYP. U.O.N. `a N S T R U C T i N TOP OF PIER ELEV. SHEET np r I 8" 2h3'-7 " 27'-4't / = 99'-4" (INT.) ; r" s'.«. DOES NOT AUTHORIZE ANY VI0=IN+GONGLIC I 1' _ _ _ 98'-0" (EXT.) -HE BUILDING CODE OR ZON IMORDINANICE 29'-,3 " 12' 5 " 3' 5 \ TYP. U.0.N. 1"HIS PLAN TO 6E KEPT ON "I 59 HE JOP AT ALL TIMES 0. TEflaill '0 A F ;;FUE:t`.tiE DOES IfOT APP" �,:C`.TION EASEMENTS OR t" :-b11AY. 0.5 1 2 3 ALL CHAN��.. PIER KEY ::.','�°• FOUNDATION PLAN 1 SCALE: 1 /4"=1'-O" LI a uu uj ce I JOB NO, 0619 REVISIONS NO, DATE D�_SCRIPTI FOR PERMIT, 02-20- 0 REVISION 1 04.-27- 0 REVISION 2 05-18- 0 REVISION 3 0�-30- DATE 02-20-07 SHEET ... L ..................:.... .. 92695 .'`u�i 1c ENS�'�G��A� �k 0NAL + sill N0.06205 HUNT & JOINER, INC. CONSULTING ENGINMS 1825 MARKET CENTER BOULEVARD SUITE 620 DALLAS, TEXAS 75207 Ph: 214.760.7000 Fax: 214.760.7050—. ■ I ti j NOTE: MTL. STUD NOT SHOWN 8$" 8" FOR CLARITY P,' 1'-4 r CL COLUMN & PIER a SIM I VENEER REF ARCH WHEN REQ'D �i I STL. COLUMN REFVENEER. ARCH. - I I / REF. PLAN BASE PL REF. 1 �' NON —SHRINK I i / 2/S5 GROUT / REF. 1 /S5 PAVING / i I i / CONC. SLAB REF. CIVIL X I I / REF. PLAN FOR REINF. F.F. ELEV. REF. PLAN LINE OF GRADE w 00 BEAM BEYOND CL 2-#4 CONT. TOP & 0 I BOT. w/ 4-#4 TIES _ N 1 �,� EQ. SPA. GRADE BEAM REINF. �I REF. 3/S3 �-12" STD. VOID BOX w/ RETAINER BOARDS (REF. GEOTECH.) — \\— EXTEND PIER REINF. 4—#6x4'—O" I FULL HEIGHT INTO DOWELS ® EA. i BEAM & PIER CAP PIER LOCATION DOUBLE TIES AT i TOP (TYP.) 0 00 VERT. REINF. REF. SCHED. 3" CLR. #3 HOOP --TIES 12" O.C. (TYP.) REINFORCING SCHEDULE 12" 0 4—#6 18" o 5—#6 . I . I BEARING STRATUM PER GEOTECHNICAL REPORT i •I• 555 REF. PLAN NOTES: 1. DEPTH OF PIER IS FOR BID PURPOSES ONLY. COORDINATE WITH GRADING PLAN AND GEOTECHNICAL REPORT. 2. PIER CASINGS MAY BE REQUIRED. REFER TO THE GEOTECHNICAL REPORT. CONTRACTOR SHALL PROVIDE AN ADD PRICE PER FOOT OF CASING LENGTH. 9 CL COLUMN & PIER REF. 2/S5 FOR BASE i i STL. COLUMN PL, ANCHOR BOLTS, I REF. PLAN AND NON —SHRINK GROUT i I i REF. 1 /S5 FOR Z REF. 1 /S3 i I i DIAMOND POUR i DETAIL F.F. ELEV. i i q REF. PLAN I I — T.O. PIER REF. PLAN CONC. PIER REF. 1 /S3 I I I VENER REF• ARCH. PAVING REF CIVIL I� I / ✓, '% G w J 00 0: n DOWELS #4 ® I 3-#7 CONT. TOP & w 12" O.0 i BOT. w/ #3 TIES a FACE OF GRADE 10" O.C. > BEAM BEYOND #4 CONT. TOP \ & BOT. 4j" 1'-0" VENEER / REF. ARCH. j PAVING j I REF CIVIL I (REF. CIVIL PAVING REF. CIVIL ® SIM) j (REF 7/S3 ®SIM.) I --REF. 1 /S3 1\ / T L.L G / e s FIN. FLR. Z __ ,� . ' `a REF. PLAN � � / I II—� I I �� �_____ ���� W J .�. / III III —III I I id, DOWELS #4 ® r 3—#7 CONT. TOP & /I I II I II I II I II I II z v) 12 O.0 I #4x2'-0" DOWELS W I BOT. w/ #3 TIES @ w .. ® 18 O.C. AT 3—#7 TOP & BOT. & Q FACE OF GRADE- _ i 10 O.C. MID —DEPTH OF SLAB #3 STIRRUPS, 6 ® 10" < 0 BEAM BEYOND -� (3 MIN. PER OPENING) O.C.. J'�--L � N #4 CONT. TOP-------- T.O. PIER & BOT. REF. PLAN 4$„ 1 #-O» f' 1'-0„ (2) (3) O (5) 6%6" WOOD COLUMN VENEER / VENEER VENEER REF. ARCH. REF. ARCH. / / REF. ARCH. /�� (NOT SIM.) a PAVING x / CONC. SLAB / REF CIVIL oREF. PLAN / FOR REINF. / SLOPE � PER FT Z �_�__ / 3LL- ' �"\-3—#5 q s s e��,i awn °° � Illllllillllllllllillllll DOWELS #4 ® >r I 3-#7 CONT. TOP & w DOWELS #4 ®� i CONT. TOP & 12" O.0 ., i BOT. w/ #3 TIES 12 O.C» i._0.: BOT. w/ #3 TIES ® FACE OF GRADE - _ 1 10" O.C. Q FACE OF GRADE �c� BEAM BEYOND � > BEAM BEYOND i I ` � T. #4 CONT. TOP -� 4-#6x4'-0" &4 CONT. TOP & BOT. DOWELS ® EA. PIER LOCATION 591 �— CONC. PIER `I$ REF. PLAN /@ 12"DRILL & EPDXY / 6" DOWELS 12" O.C. 8" #3 @ 18"O. C. E. W. co 6 v v v - N 6" T T 2 #4 DOWELS -0 0 #4 ®12" 0.077-�� HORZ. 012" O.C. I #4 @ 12" O.C. w `- VERT. - �- 4-#5x4'-O" DOWELS • CONC. PAVING NOTE REF. CIVIL 1. COORDINATE TOP OF PIER ELEV w/ CIVIL. PROVIDE 0 z 1'—O" MIN COVER (TYP.) •w•awv ivv „ w , 7 TYP. 1 ZSCALE: 3/4"=1'-O" (TYP. U.O.N.) 6 r �� ..1/ �'.�VENEER / REFVEN. ARCH. /�- GROUT FILL REF. ARCH. /�/- (NOT SIM) VENEER REF. ARCH. a / �r VOID SPACE / PAVING / CONC. SLAB Lj REF CIVIL �.:..'••; .;.:� REF. PLAN SLOPE" PER FT FOR REINF. - li *. 1�Z 00 �• �3 �r� / 1111 II11 11—IIT1111 I I I I I I DOWELS #4 ® • -# COI DOWELS #4 ® TOP ��- Ld -#. 120.0 I BOT. w/ #3 TIES ® Q w 12 O.0 » III 1 �_O�• BOT. w/ #3 TIES ® i 10" O.C. a FACE OF GRADE —�� fi 10" O.C. FACE OF GRADE _ > BEAM BEYOND BEAM BEYOND i '6 I #4 CONT. TOP ---/ #4 CONT. TOP & BOT.XX T. 4$„ 1,-0,. J 1' CONC. SLAB REF. PLAN FOR REINF. ! FIN. � FL Q REF. PLAN IIIIIIIIIIIIIIIII\ �IIIIIIIIIIIIIIII Z 3-#7 TOP & BOT. & � _ #3 STIRRUPS, 6 @ 10" O.C.. N T.O. PIER REF. PLAN ��J O10 mm I � s CONC. PIER f -REF. PLAN RAMP, DETAIL CLICURB EQI.E(I. 1—#4 CONT. DRILL & EPDXY #4xO'-8" DOWELS @ 18" O.C. (4" MIN. EMBED.) w Lo OPTION 2 CONC. SLAB REINF. w/ #3 ® 18" 0. C. E. W. CL, CURB EQI.EU. 1—#4 CONT. i' L#4x1'-2" DOWELS 18" O.C. 0 w n n Lo 1--111 OPTION 1 CONC. SLAB REINF. w/ #3 ® 18" 0. C. E. W. NOTE: THESE DETAILS ARE ACCEPTABLE ONLY @ INT. CURBS AND SHALL NOT BE USED @ EXT. WALL CURBS. O INT. WALL CURB M N N N X W Q W � J w w C F W OC w QI Q d Ucs a �- W Q � N g TZ 1 d. ul W CLw W Lu 0 Z WLLJ DC E.L � JOB NO. 0619 REVISIONS NO, DATE DESCRIPTI FOR PERMIT 02-20- 0 REVISI❑N 1 04-27- 0 REVISION 2 05-18-( 0 REVISI❑N 3 05-30- DATE 02-20-07 SHEET S3 UpN0.06205 HUNT & JOINER. INC. CONSULTING ENGWEERS 1825 MARKET CENTER BOULEVARD SUITE 620 DALLAS, TEXAS 75207 Ph: 214.760.7000 Fax: 214.760.7050 r N N N- w to LLJ Lj 1.�..1 *V-- r- -----` T _- �� CO -�' E,/CABLE S�v'GE. LyI W W N NpERGpapN 1N� ITE. SUILDiNG pu1TSi Pa'NY AT GILD 5 pNp E%�et AV INSp �` EDULE INAT pUIT N p(15TING (2)T i�AT►� �D EiGABLE 5�'.41GE�,�ITS• Q N _- `✓ 1 vERiFY ToA ptA 0 ,TELEPt EDULE Aa PV PAp• VERIFY pt15T1NG (Z) Al ASp gU1LDtNG C0040T E 00ARD W411 2 p TEL TRtG SERVICE GO�IpU1T5 ►NATION POINTpN BEET EA. T EMPTY ELT pU1T5 AT S IEmSo, pIA4RAM 15 1NAT0'NT AT 51 SERViGE GSRIGAL R TON TERM SING (A} A! q.TR'REPER R''ER F,LE vERIFY L0A G,pNNEGT T NEW p,iETER'�DISN LATE© .CRANSFORMe oSEND TO ER COMPANY PAD Mo EXISTING PoA A bo 1 MET eURY G DIRECT A it VsTgaOR GNEGK DEPT N SION , VALVE FIRE �,�.. ,.•..' `'� tSTING PI�"ILOGATIONr iON SO plPl# ...• ""'' +� --,.'" NEW Gt SHALL V 'pttSTING f -_ ,.r . a► V CAt`1A ELEVATI IT 1NGLUDE W�' r` � ,.,,,,,,EygC�ARD �� *"ago 51ZE AND ��----'"._`.- � _ _.,, A`L (� D j ,�,., +•,r.._.-=r � a � TE4. ��— f45 • TS WISH USII.ITr �'P VERIFY AI.1"' E KX`i ,..r• - -"�+ - • 2 55 ' ____._.--_--�"`� _._.. - - ` � ` �P E� VICE 0� TALI' FIEt-D jAR _ SER TELY, GC�T��CIORO�'1• ----"' pOue ' - - p,. G�RDtNp IN �D APF`R tMA 61DJ*5TR .i 5E DQNE SUGN WISNOU Y PASS FIRE RISC EGK TO _-- _ _ _E_ _ j REiRE 15 N t- Sp �...-- 5i8 8 - E DET �,,r FIRE _ _ 3 INFORMATION CONDtTtONS K TO TE SNP INp D LJ--- IL M,ER Q GRAD FEE 51ZEDSRAGT09 All _E- r%I B. UTILITYoSp gtTE E SWAS ALL ODRAWN' SEiE* t7R P,R�•ETIOti`I . CSORS SN 5L A5 tNONDISNISPARTIE R� Sp,T►ONl 51ZE� Wp,Y-GO 1 GENERA CpcotT15��R td> U ITY R DETERM'NiNG INGS AND VERIFY F,XAGT UN IpIL a goo REFER TO G'V11. DRY II.tTIES FOR A S T --` m dWNER LLY N. ANIES• Tp,GT ALL UT GNING _--- HARD tF.y ARE DIAS WITH USILi"�'�P 51aALLN g►SE TRH �" 5D 1 ALL UT1L'TOtA pF gwL UTIL EGTRICAL AND RUNS PRit YO iN l� D. L�'p`Sl Vt5 DIVIS%%j QF ALL UNDO FORM ALL NFPp, 10)l L►- METER AND DID - _E_ FOR yyORK [ p1 p meal,FiGA'T IAI,L PER tGE REFS - t - - 4C V ,-- _ ATI IG •) C�Rp,CT� StONAL �"EG`�Y ST�E AND 1-�AL WATER SER INGS _ SO GIviL'� n E- _-- _- EFORE p.EGSR OF �cALL 6 SNE LADED E. VER 'f� iGAL AME iVI51 ► T EDI'TtOI� AND�OR � R WpRK UNDERAN� t W ,� NA.R ADOPTp FIEF ._--- rr�� FOR RD CODE C ALL COORDINATE s AND ANY �...1 E SAF �UR15DIG1't�' TRAGTC S'� 5, TSaMwAATi0t Tp SN15 .1�►� 1 '' . 1 ' ; t�AViNG E RIGAI- � pRiGltA 5TG ) l A5 RELA e `�"p,UTi VtGE RU "1 15 DIVt510N► 5ER TE1-E'E, ►GAL, FIELD __----IORK UNDER' ALL UTti.ITY TR piNATE'D FOR ASIONS EN•t'S (1.E.� SµALL �RIWASiONS AN . SY lt�� co O. VERIFY L R 1lIR' 't TRAGS� TIONS� SER�''1 TED SO a . _ ---.' INS,i ALLATt EFFECTED ►GAL Cog ORiG►NA A5 RELA A 55 ---- IV151� ELEGTR RUNS, OR ' fNER NDER VIS D L U SERTR SAL, TEI.EPN�'E' ALL FOR WORK U g OF AL SILta ELF VERIFY Fop ATI S5 (• . f -- VERIFY gk iREM SAC'C SNE U'CIL'TCOR-TR SHALL P SSALt.ATI FECTEp. TO GOT ANY CASE, _..�' S18tLISY i J� ►NOR SNER�Y EF �S RESP� Tp QdD. IN .I�tE G'19 N SNE USIl iT1E5 pR10R pU1REIhENSS. IS iREMENTS'r11Lp,SED EXPENSES- T RE AtUTILITIES Pi S FOR TRENGNtN�* AND R TO CIVIL pRAW1NG PED AS EAON F�ID yTAL1. �.._.. TRACTOR ;�} �...� +<��_ � r''ry_�' .f _,_.,...._---�-- � .._-..___--.-.- .1• REF ��IT SHALL 6E �` PS,,t �pU1T. � SRIGAL � T E 1 � "__------"' K. EMPTY IN FrA,GN � St�p,T THE FTG PER E� M IDE L SSRING MEANS ewwme 15E NOTED' r" f PROV PUL IS USED IT NECSiON TO {7i NER'ONDUITS pRD "PRpVtDE E VIOL ASiONSp UNLE55 6END5 F� U.G.UG SNE W AND MAA D REGpi'1C'iFD DREE SWEEPING ,• �., ___ _-- --..` --- -.- f jRNISNl iN5RT 5 5PEC ovuS °o LE PROV151 5 i M. MANUFAGTU i NED BERG REMENTS' APPLIGAC► GSOR SµALL P S� UPLY W' DINANCES. cx*x A CO. SPEC IS CO OS .r N G � LOCAL OR PER USILITY ER SN TN HENS ANDARD E WEASNER�� APE p. A'IREMTS IPMENT St'A'�''' S F GFi T'E. R MINTED ECRU BALL SE WEp,TNERP Y TEL• AND C,p,BLE T �' O� �0 (��,14i ALL F,�tTERi OUT I,RIMAR J R1OR ELECTRICAL ON ELECTRICAL ER WITH USILi"1� CO. G. ALL EXTE 'TALLATION WITH G'ViL 'TRANSFORM � DINATE 1t' OF PAID MOUNTED Rev -Woo RIp-vot, GOdR ASICJN}� N� DA tRE 1-_—E CApRpINA'TE ptACT LOC � 0 �� F 05 05/25/ 0-1 AV k.....•••'"` ......UN l Si ......••. ...• 27 ; •ICE elf �'D _ t A� 1 SJE » �» En9t�serta9 Cansu�tants writ N14hway Fox (V A) 360 :6tt61 Plav 'Lock 80SAt b Na N�i�P+ + �' Oct J."os 75�� mD INS' �j pa�tl�' P E'�F�• 27 0 ..-----"' Of iiW- I SE w++ r PLUMBING LEGEND 01. 1/2' C.W., EL. 14" A.F.F., B.T.C. ON SINK FAUCET. 02. 1/2' N.W., EL. 14' A.F.F., B.T.C. ON SINK FAUCET. 03. 1/2" C.W., EL. 20" A.F.F., B.T.C. ON HAND SINK FAUCET. 04. 1 1/2" WASTE, EL. 16' A.F.F., B.T.C. ON NAND SINK DRAIN. 05. 1/2" N.W., EL. 20" A.F.F., B.T.C. ON HAND SINK FAUCET. 06. FLOOR SINK, SET FLUSH WITH FINISHED FLOOR, ROUTE DRAIN LINE FROM 1 POT SINK UNIT. 07. FLOOR SINK, SET FLUSH WITH FINISHED FLOOR, ROUTE DRAIN LINE FROM DISHWASHER, SCRAP SINK, AND DUMP SINK. 08. FLOOR DRAIN, SET 1/2" B.F.F., FOR GENERAL USE. 09. 3/4" 140 DEGREE N.W., EL. 14" A.F.F., B.T.C. ON DISHWASHER. 10. 1/2" H.W., EL. 16" A.F,F., B.T.G. ON SPRAY RINSE REMOTE MIXING VALVE. (P.C. TO MOUNT SPRAY RINSE UNIT). 11. 1/2" C.W., EL. 16" A.F.F., B.T.C. ON SPRAY RINSE REMOTE MIXING VALVE. 12. 1/2' H.W., EL. 16" A.F.F., B.T.C. ON DUMP SINK DRIP TUBE VALVE THROUGH VACUUM BREAKER IN TABLE SPLASH. 13. 2" OPEN -SITE NUB DRAIN, S.U. 2' A.F.F., (TRAP B.F.F.), ROUTE INDIRECT WASTE FROM COOLER BLOWER COIL. (SEE DETAIL THIS SHEET). 14. NAT. GAS, 220,000 B.T.U., 3/4" N.P.T. CONN., D.F.A., TO 240 A.F.F., B.T.C. ON PIZZA OVEN. 15. 10' I.D. PIZZA OVEN FLUE COLLAR, DIRECT VENTING THROUGH A POWER VENTED/GREASE DUCT RATED CHIMNEY LINE. 16, 4" HUB DRAIN, EL. 9" B.F.F., (TRAP B.F.F.), SET FLOOR TROUGH AND CONNECT TO TROUGH DRAIN FITTING, (SEE DETAIL THIS SHEET). ROUTE DRAIN LINES FROM ICE MAKER HEAD AND ICE BiN. 17. FLOOR SINK, SET FLUSH WITH FINISHED FLOOR, ROUTE DRAIN FROM DROP -IN ICE/SODA UNIT. 18. 3/4" C.W., EL. 7'-011 A.F.F., B.T.C., THROUGH WALL MOUNTED FILTRATION UNIT, ON iCE MAKER HEAD. 19, 1/2" C.W., EL. 6'-0" A.F.F., B.T.C. ON SODA SYSTEM CARBONATORS THROUGH R.P.G. VALVE. 20. FLOOR DRAIN, SET 1/2" B.F.F., ROUTE DRAIN LINE FROM SODA SYSTEM R.P.G. VALVE. 21. FLOOR SINK, SET FLUSH WITH FINISHED FLOOR, ROUTE DRAIN LINE FROM PREP. SINK. 22. 1/2" C.W., EL. 12" A.F.F., B.T.C. ON SODA SYSTEM WATER DISP'R. 23. 1/2" C.W., EL. 24" A.F.F., B.T.C. ON COFFEE 4 TEA BREWER. 24. FLOOR SINK, SET FLUSH WITH FIN1514ED FLOOR, ROUTE DRAIN LINES FROM REFRIGERATED COLD PAN, REFRIGERATED BASE BLOWER COILS, AND SINK UNIT. 25. NAT, GA10,000 B.T.U,, 3/4" N.P.T. CONN., D.F.A., TO 240 A.F.F., B.T.C. ON PIZZA OVEN, 26. 10" I.D. PIZZA OVEN FLUE COLLAR, DIRECT VENTING THROUGH A POWER VENTED/GREASE DUCT RATED CHIMNEY LINE. 27. 2" OPEN -SITE HUB DRAIN, S.U. 2" A.F.F., (TRAP B.F.F.), ROUTE DRAIN LINE FROM DIPPER WELL. 28. 1/2" N.W., 5.U. 4" A.F.F., B.T.G. ON DIPPER WELL DRIP FAUCET. 29. FLOOR SINK, SET FLUSH WITH FINISHED FLOOR, ROUTE DRAINS FROM DRAIN BOARDS, AND HAND SINK. 30. FLOOR SINK, SET FLUSH WITH FINISHED FLOOR, ROUTE DRAIN LINES FROM DRAIN BOARD 4 ICE WELL. 31. i/2' N.W., EL. 10" A.F.F., STUB -OUT BAR DIE WALL, B.T.C. ON HAND SINK FAUCET. 32. 1/2" G.W., EL. 10' A.F.F., STUB -OUT BAR DIE WALL, B.T.G. ON HAND SINK FAUCET. 33. 2' OPEN -SITE HUB DRAIN, 5.U. 2" A.F.F., (TRAP B.F.F.), ROUTE DRAIN LINE LiNE FROM KEG COOLER BEER TOWER DRAIN TROUGH. 34. FLOOR SINK, SET FLUSH WITH FINISHED FLOOR, ROUTE DRAIN LINES FROM DRAIN BOARD, ICE WELL, BAR TOP DRAINER PAN, HAND SINK, AND RACK WASHER. 35. 1/2" 140 DEGREE N.W,, EL. 1011 A.F.F., STUB -OUT BAR DIE WALL, B.T.C. ON GLASS WASHER. 36. 1/2" G.W., S.U. 4' A.F.F., B.T.C. ON HAND SINK FAUCET. 37. 1/2" N.W., S.U. 4" A.F.F., B.T.C. ON HAND SINK FAUCET. 38. 2' OPEN -SITE HUB DRAIN, S.U. 2" A.F.F., (TRAP B.F.F.), ROUTE DRAIN LINE FROM ICE MAKER HEAD 4 ICE BIN. TEXAS ENERGY CODE COMPLIANCE CONTRACTOR SHALL PROVIDE HEAT TRAPS ON VERTICAL PIPE RISERS TO WATER HEATER STORAGE TANKS SERVING NON - RECIRCULATING HOT WATER SYSTEM. INSTALL HEAT TRAPS ON BOTH THE INLET AND OUTLET PIPING. HEAT TRAPS SHALL BE INSTALLED AS CLOSE AS PRACTICAL TO THE STORAG CONTRACTOR SHALL PROVIDE AUTOMATIC TIME SWITCH ON DOMESTIC HOT WATER RECIRCULATION PUMP, AUTOMATIC TIME SWITCH SHALL BE SET TO SWITCH OFF THE RECIRCULATION SYSTEM DURING EXTENDED PERIODS WHEN HOT WATER IS NOT REQUIRED. CONTRACTOR SHALL INSULATE HOT WATER PIPING SMALLER THAN 1 1I2' WITH 1/2' INSULATION, AND HOT WATER PIPING 1 1/2" AND LARGER WITH 1" THiCK INSULATION. CONTRACTOR SHALL PROVIDE A THERMOSTATIC MIXINGVALVE ON THE HOT WATER SUPPLY PIPE SERVING PUBLIC RESTROOM LAVATORIES. THERMOSTATIC MIXING VALVE SHALL BE SET FOR A MAXIMUM TEMPERATURE OF 110 DEGREES. EACH RESTROOM SHALL BE PROVIDED WITH A THERMOSTATIC MIXING VALVE SIMILAR TO ARMSTRONG RADA 215 FIRE PROTECTION (ENTIRE BUILDING) CONT RACTOR SHALL PROVIDE A COMPLETE WET TYPE FIRE PROTECTION SYSTEM FOR THE ENTIRE BUILDING CONTRACTOR SHALL SUBMIT FIRE SPRINKLER DRAWINGS AND INFORMATION TO STATE AND LOCAL AUTHORITIES AND RECEIVE APPROVAL PRIOR TO SUBMITTING TO ARCHITECT/ ENGINEER AND SYSTEM INSTALLATION FIRE SPRINKLER SYSTEM SHALL COMPLY WITH STATE BOARD OF INSURANCE, NFPA STANDARDS AND LOCAL FIRE CHIEF OR FIRE MARSHAL REGARDING DESIGN, MATERIALS AND INSTALLATION. REFER TO MECHANICAL SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS CONTRACTOR SHALL CONTACT OWNER'S REPRESENTATIVE FOR ADDITIONAL REQUIREMENTS REQUIRED BY OWNER'S INSURANCE CARRIER AND INFORMATION REGARDING REQUIREMENTS. CONTRACTOR SHALL CONTACT ARCHITECT FOR INFORMATION REGARDING OWNER'S REPRESENTATIVE. ADAiTAS PLUMBING FIXTURES CONTRACTOR SHALL VERIFY ADAITAS PLUMBING FIXTURE LOCATIONS AND REQUIREMENTS WITH FINAL ARCHITECTURAL CONSTRUCTION DRAWINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL ADA/TAS APPROVED PLUMBING FIXTURES SHOWN ON THE FINAL ARCHITECTURAL CONSTRUCTION CONTRACTOR SHALL REFER TO ARCHITECTURAL DRAWINGS FOR MOUNT HEIGHTS AND SPECIAL MOUNTING INSTRUCTION AND LIMITATIONS. CONTRACTOR SHALL INSTALL ADAITAS APPROVED PLUMBING FIXTURES TO COMPLY THE LATEST VERSIONS OF THE ADA AND TEXAS ACCESSIBILITY STANDARDS CODES. SPECIAL NOTE EACH LAVATORY AND HAND SINK SHALL BE PROVIDED WITH A THERMOSTATIC MIXING VALVE TO LIMIT FAUCET WATER TEMPERATURE TO 110 DEGREES THERMOSTATIC MIXING VALVE SHALL BE SIMILAR TO ARMSTRONG RADA MODEL NUMBER 215. (�l `'/ 4 THERMOSTATIC MIXING VALE (MV-1) Q 6" FIRE S°RVICE GP-1 1 1/2' GAS UPI TO ROOF 2' 71SER = a CHECK VALVE (TYPICAL) I FIRH DOUBLEIDETECTOR 3' PVC EXHAND AtR `' CHETO BE SrZED BY FiRE INTAKE UP TH"GH ROOF \ �,r� PRONTRACTOI I 2 1/2 GAS UP TO ROOF LOW PRESSURE GAS METER 1 2" CW RISER180 RATED AT I1254 CF14 -_ , NFWH AT _ - REDUCED PRESSURE I ABOVE RAMP / I FIRE DEPARTMENT CONNECTION `! TRAP PRIMER BAC LOW PREVENTER CONTRACTOR SHALL DROP WATER LIN SERVIN KITCHE 1/2" Nw ON /f PER ITY STANDARDS EQUIPMENT ON WALL AWAY FROM EL IGAL P ELS, T 4 1/2' CW ON GAS COCK-TYP. ROUTE GAS PIPE !� : \ . , .., }� ' I (� U WALL AND �; ��,,, I : -,,'r `- - h1 I I L. - �I� s OUT EILINC 8-- __ f - - ____ -p - - ._ _ ___ ___ ! _ _ ____ �p . - i/2 GAS UNION-TYP. -i I - �rA ) �- _1 -- _- -- ,DIMMER PANEL 'D' I 1 _,. ._ _..._ . _ .._. _ - r DIRT I FG tYP Y.,. 7 -- =._..=�_- I�`� 1/2" GAS i _.. r "; Dhi-zap Q9 �'` b14,HW _ '�- Y- -- -- -- a ..•� 4" HW DN = ,r pl- '3/ v �' CO "ACTOR SHALL DROP WATER LINES SERVING"' 1/2 CW ON I �� -_^ 1 _ w ITCrEQUIPMENT ON WALL BETWEEN T RICAL 3 " GW DN ' �` Z 1 - PA TO ROUGH -IN LOCATION. I a 1 • , <, 3 1/2 SAS ON FAN W/WATER M15TER •I CW DN y� . _ ((_ I h .� - n _ a I I /2" CW ONAll �\ 4\\� t�l „ _ , 01 �_ ' �i!�l l>�I 1�=1 , '�-- i/2" aW ON L tX" GW \.` • - -- .� /' , 1 !2a i I /". Sv s --=1/2 ,.W ON s. 0I a _ "NKC ? I " NW ON _ �z r Q 1(2 HW ON 11/4' I 3/4 CW FI R EW 00 D I 14 1' GAS 03 i� - 1" DN 3" FD WITH N �-- I I!?" C TCJ RAta E I I I/2 GAS ON 031•: 4" REGIRG -- \ ` �' I - TRAP PRIMER I i/ " I/2" NW ON - e� '3T4�'T�IwI , 12 >w _ _ _ I l i SERVICE BY GAS COMPANY 1" HW -�� - 1 1/2" !CW %�1�'Fi i� \\ 1 2" CIN _ 177 �- ��Lr . I 11 f i PAID FOR BY CONTRACTOR �� _ �, �- `` 1 IM u • I , 1, , a I I/2" GAS 1 /7�r ' ~^4 ``-. ♦ NW ON 3 FD WITH __ ...._..__ _._......, ..._,.. _... _ ._. :... _ _ . 0 �1 ON �;' ;, , , P PRIMER I _w - _-..._._.... --------- __....:._ ....._, ._.. -.:R-. --'T- -� . \� Q ,1 n� yL-•---------� _ =� 74 1G7 I { I f { .� j/r-------- REFER TO SITE PLAN �� -/ ' RH RN 1 SHEET MEPI FOR CONT. I �� ¢ 1 a } iI 2 I/2 GAS CW DN I I WOi�.13l4" GA5-��` 0 TRAP PRIMER '.' rn a T 4 Cc �, � I I I � / .r _ _ ` ..a ,LINE UP TNROUOiHi �, ss_ I 1/2 FIW ��"`",.W DN (p ga GA5-i i - = - - I t Y , ROOF (TYPCCA _;1� -i_ \ ! G,%5 II I I - , S \\ { _ I i - I j _. . ` 1 ; ,r -10 CW DN I 11 WIWI- ri __ _ _ - _ __ i _^ . C 1" GA5 •J r I i ! • I" HW ON I /2 GAS ( 1/20 NW ON FAN W/WATER MISTER r,` Jgo- 1 114" GAS " ,i 1/2" CW ON 1. ✓ 1/2GAS ON f r _36 37 L----------P`=--- -- =�'`"+ I _ • • i- �-� - - - 11 �' � = T - - - =�=' ,��.�- I � ... i I RH -,:. ,,... ,, ..., •`RN f;; • G15 WIPE JP THRU ROOF I I r ! I," I I I II Itfl II I I I PER CH:- D�TAI,_ ! i __ -____ .� • • _ � ; , , { � _ F�.A' -ARI.� .,. ___,.._....... . �- �_---^-_--- .' • 1 '`3/4 iC;AS`� RUN UNDER j 1 ' 1" 1 1 125 -- 1 1/4 GAS UP THROUGH ROOF _ • --;�' GAS PIPE UP THRU ROOF ' • -': FLASH PER ARCH. DETAILS 3/4 NW I I" Nw rr- =-=- _ ___• • F (H)- GAS PIPING ON ROOF UNLESS OTHERWISE NOTED GAS PIPING SHALL BE INSTALLED ON ROOF CONTRACTOR SHALL PROVIDE ROOF PIPE SUPPORT ON 19-0' CENTERS, EACH CHANGE IN DIRECTION, EACH ROOF TOP UNIT AND EACH ROOF PENETRATION. REFER TO GAS PIPE SUPPORT DETAIL FOR MORE INFORMATION. CONTRACTOR SHALL PROVIDE OFFSETS AND/OR LOOPS FOR PIPE EXPANSION AND CONTRACTION GAS SERVICE NOTE .� CONTRACTOR SHALL CONTACT LOCAL GAS COMPANY REPRESENTATIVE TO COORDINATE AND PAY FOR GAS SERVICE AND METER INSTALLATION. CONTRACTOR SHALL PAY ALL FEES, PERMITS AND CHARGES ASSOCIATED WITH THE INSTALLATION OF BOTH THE GAS SERVICE AND METER. f- i I z � I I _.__._..__...__._.._..._,...._............. ..____._.___.,.._.__..._,._.._,.._.__.......... ._.-- tj _ l _ J 31 32 s 1` , -�� � � f , r .' •. i ,, .._.,,. �374 GA5 _ _ ; In' GAS ON ' I: DINING FjiAMING 3` 4' CVO, ON 1/2' GAS ON �T_ 'IGA5 L--------- -S FAN W/,WATER } } ! I : _--...._... _ .._.._._..a._. I t I _....__....._.,.._,._...._._. if r I` ' ' PATIO ' ,r !j i - I�.-„tr• t I j r� .�. f 1 :t _ DI11i�lr; J I r - i.•r"ti Y NOTE it Ott ! I - L---------- C MI CONTRACTOR SHL INSTALL OWNER FURNISHED WATEF� - € I I MISTER SYSTEM FROM MISTER.PUMP LOCATED IN I/2'_.CaE`,� MECHANICAL ROOM TO EACH MISTER FAN ON PATIO. CONTRACTOR SHALL INSTALL ALL FITTINGS, PIPING ANDIATED WITH EQUIPMENT CONTR CTOR SHALL ROVERE ALL NECESSARYSUPPLIED R I _r! ! } "fiTTii : N0'1 I�R ED BY OWNER TO { MAKE A CM PL , F LLY OPE1RATI L MISTER SYSTEM. it }I I .... _....... _......... ..........._.._., 1/2' GAS ON ( 1 E3 - --I/2'-GAs __ - __ . ___I ; -- --�F ' 1 \ L------------------- i Uj FAN W/WATER MISTER I WAITING ' I I I ? ; ENTRY 1;1 If s I I i I I I I I .2 3� o, FLOOR PLAN - WATER AND GAS Jt6 OF SNUJI OKUDA ............................. 54327 THE SEAL�ARING ON T14I5 17000MENT WAS AUTHORIZED BY 5HUJ1 OKUDA, P.E. 54327 ON MAY 25, 2007 M N N to _ x cy- W (n rJ �--- o c W („) M W W Cc W � p � U 04 W ry W Q rn Z O •t 1* ­) In W W 0 z � w W � � Q c� JOB N0.061 q REVISIONS ■ NO . DATE DESCRI PTI OWNERS RE% 05/25/07 GAS LINE DATE 02-16-2007 SHEET S)/' ►tr� S THE WORK DEPICTED IN THIS REIMION TO THE DRAWINGS IS REiL4SED Engineering Consultants UNDER THE AUTHORITY OF SHW1 OKUDA P.E. #54327 ON MAY 25, 2007 2351 W. Northwest Highway Tel (214) 350-6487 R IS TO BE USED FOR CONSTRUCTION PURPOSES. Suite 1203, Look Box 30 Fox (214) 350-6497 Dallas, Texas 75220 SAI Job No 06062 Y;. ----- __ NIEW COIF NEC'PION L ;;, �,I�! '`�•'`� �' CAI Pd DIRECT BURY 6" DETECTOR CHECK VALVE �v r CO -- 1 LOW PRESSURE GAS j ~ ) METER RATFD AT 1,2514 CFH " DOMESTIC ,-,,WATER SERVICE FIRE DEPT CONNECTION 6"�7IR-`SE ICE GREASE � INTERGEP � - - -°�°'- TWO-WAY-CO 4" 55 j TELEPHONE..BOARD i 4"SD 4" V NEW CONNECTION TO EXISTING PIPING. ------ - --- 01 ' 2" V CONTRACTOR SHALL VI'RI FY_ EA(ACT ., LOCATION, 1 " -_ ` • 4!SD SIZE AND ELEVATION OF EXISTING PIPING. FIRE RISER WITH DOUBLE -- I1 y�/'/ DETECTOR CHECK TO BE 51ZED BY FIRE I CO 4" SS 1 -_---- -- PROTECTION CONTRACTOR I " I - - "`2 SS L �j TWO -WAY -CO -- - GAS SERVICE BY GAS COMPANY I .—E— - - -E- - - - - - -E- '` it PAID FOR BY C TRACTOR N L_ I I [� METER AND DISCONNECT » 6"50 I I--- ----E--=------E------� I 5 o �I NEW CONNECTION f N IF E / Co e 4 SS 0 TTTT I I I I NEW CONNECTION <� �jSITE PLAN — MECHANICAL AND ELECTRICAL NOTES BY SYMBOL -EXISTING (2) 4" SCHEDULE 40 CONDUITS FOR UNDERGROUND TELEPHONE/GABLE SERVICE. /ERIFY EXACT LOCATION AND TERMINATION POINT AT BUILDING PAD SITE. ".ONNECT TO EXISTING (2) 4" TELEPHONE/CABLE SERVICE CONDUITS AND EXTEND INTO BUILDING rO TELEPHONE BOARD WITH (2) 4" SCHEDULE 40 PVC CONDUITS. EXISTING (4) 4" EMPTY ELECTRIC SERVICE CONDUITS TO BUILDING PAD. VERIFY EXACT TERMINATION POINT AT SITE. OCONNECT TO EXISTING (4) 4" ELECTRIC SERVICE CONDUITS AT TERMINATION POINT AND EXTEND TO NEW METER/DISCONNECT. REFER RISER ELECTRICAL R15ER DIAGRAM ON SHEET E4. EXISTING POWER COMPANY PAD MOUNTED TRANSFORMER. VERIFY LOCATOIN. SPECIAL NOTES: A. COORDINATE ALL SERVICE REQUIREMENTS WITH UTILITY COMPANIES AND INCLUDE ALL WORK REQUIRED IN BID. B. UTILITY INFORMATION 15 SHOWN APPROXIMATELY, CONTRACTOR SHALL FIELD VERIFY ALL LOCATIONS AND SITE CONDITIONS PRIOR TO BID/CONSTRUCTION. GENERAL CONTRACTORS SHALL NOTE THAT ALL WORK TO BE DONE SUCH AS EXCAVATIONS, TRENCHES, CAISSONS, WALLS, ETC. AS INDICATED ON DRAWINGS IS SHOWN WITHOUT C. KNOWLEDGE OF UNDERGROUND UTILITIES ON THIS PARTICULAR SITE. THE ENGINEER AND OWNER ASSUME NO RESPONSIBILITY FOR DETERMINING THEIR LOCATION, SIZE, DEPTH OR HAZARD. ALL UTILITIES ARE DIAGRAMMITGALLY SHOWN. REFER TO CIVIL DRAWINGS AND VERIFY EXACT D. LOCATION OF ALL UTILITIES WITH UTILITY COMPANIES. FOR WORK UNDER THIS DIVISION, ELECTRICAL CONTRACTOR SHALL CONTACT ALL UTILITIES FOR E. VERIFICATION AND IDENTIFICATION OF ALL UNDERGROUND RUNS, PRIOR TO SITE TRENCHING ("CALL BEFORE YOU DIG".) FOR WORK UNDER THIS DIVISION, ELECTRICAL CONTRACTOR SHALL PERFORM ALL WORK IN F. STRICT ACCORDANCE WITH THE CURRENT EDITION OF THE NATIONAL ELECTRIC CODE (NFPA 70), AND THE LIFE SAFETY CODE (NFPA 101), AS ADOPTED AND/OR AMENDED BY STATE AND LOCAL AUTHORITIES HAVING JURISDICTION. FOR WORK UNDER THIS DIVISION, ELECTRICAL CONTRACTOR 514ALL COORDINATE AND FIELD G. VERIFY LOCATIONS OF ALL UTILITY SERVICE RUNS, ORIGINATIONS, TERMINATIONS AND ANY INSTALLATION REQUIREMENTS (I.E. ELECTRICAL, TELEPHONE, ETC.), AS RELATED TO THIS JOB, OR THEREBY EFFECTED. FOR WORK UNDER THI5 DIVISION, ELECTRICAL CONTRACTOR SHALL COORDINATE AND FIELD H VERIFY LOCATIONS OF ALL UTILITY SERVICE RUNS, ORIGINATIONS, TERMINATIONS AND ANY INSTALLATION REQUIREMENTS (i.e. ELECTRICAL, TELEPHONE, ETC.), A5 RELATED TO T14I5 JOB, OR THEREBY EFFECTED. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE UTILITIES AND VERIFY ALL 1. REQUIREMENTS WITH THE UTILITIES PRIOR TO BID. IN ANY CASE, CONTRACTOR SHALL PAY FOR ALL UTILITIES RELATED EXPENSES. J. REFER TO CIVIL DRAWINGS FOR TRENCHING AND EASEMENT REQUIREMENTS. K. EMPTY CONDUIT SHALL BE GAPPED AT EACH END. L. PROVIDE PULL STRING IN EACH EMPTY CONDUIT. WHEN THE WORD "PROVIDE" 15 USED, IT MEANS THAT THE ELECTRICAL CONTRACTOR SHALL M. FURNISH, INSTALL AND MAKE FINAL CONNECTION TO EQUIPMENT PER EQUIPMENT MANUFACTURER'S SPECS. AND RECOMMENDATIONS" UNLESS OTHERWISE NOTED. N. CONTRACTOR 514ALL PROVIDE LARGE RADIUS qO DEGREE SWEEPING BENDS FOR U.G. CONDUITS PER UTILITY CO. SPECS. AND REQUIREMENTS. ALL MEP WORK DONE UNDER THIS CONTRACT SHALL COMPLY WITH APPLICABLE PROVISIONS 4 0' REQUIREMENTS OF THE STANDARD CODES, THE NEC * LOCAL ORDINANCES. P. ALL EXTERIOR MOUNTED EQUIPMENT SHALL BE WEATHERPROOF TYPE. Q. ALL EXTERIOR ELECTRICAL OUTLETS SHALL BE WEATHERPROOF GFI TYPE. R. COORDINATE INSTALLATION WITH CIVIL ON ELECTRICAL PRIMARY, TEL. AND CABLE T.V. S. COORDINATE EXACT LOCATION OF PAD MOUNTED TRANSFORMER WITH UTILITY CO. CITY OF GRAPEVINE RELEASED FOR CONSTRUCTION SHEET OF RELEASE DOES NOT AUTHORIZE ANY WORK IN CONFLICT WITH THE BUILDING CODE OR ZONING ORDINANCE THIS PLAN TO BE KEPT ON THE JOB AT ALL T ES DATE � Y � BUI IN I SPECTION DIVISION RELEASE DOES NOT APPLY TO CONSTRUCTION IN EASEMENTS OR ON PUBLIC RIGHT -OF -WAX P11, CHANGES MUST BE APPROVED. v— M N In 1n Q X W N WV) g W •W N o 1 LW r— W 00 U o �— N W ry <C W_ N Z Q W X W W � z � w W n � Q c� JOB N0.061q REVISIONS NO. DATE DESCRIPTION A 05/05/07 FIRE LINE ... .....................:..../ SHUJI OKUDA 54327 boo,•tA A -�-01 DATE 02-I6-2007 THE SEAL �ANG ON THIS DOCUMENT WAS AUTHORIZED BY SHEET SHUJI OKUDA, P.E. 54327 ON MAY 07, 2007 MEP THE WORK DEPICTED IN THIS REVISION TO THE DRAWINGS IS RELEASED Engineering Consultants UNDER THE AUTHORITY OF SHUJI OKUDA P.E. #54327 ON MAY 07, 2007 2351 W. Northwest Highway Tel (214) 350-6487 IT IS TO BE USED FOR CONSTRUCTION PURPOSES. Suite 1203, Lock Box 30 Fax (214) 350-6497 Dallas. Texas 75M SAI Job No 06062 "OILz AN :UNPAVED ,AREAS, INSTALL 2' 2' x 6„ CONCRETE BETE VALVE PAFLI�J• :Fi ' e'I I H' THE T P iF AL ti I IN�F i�RCE` WITH BARS ON6, CENTERS BOTH WAYS. PAVING. OR OTHER SURFACE MATERIAL . 0. ROADWAY WA.Y BA�,L IF VALVE QPERATNC NUT IS MORE � VALVE BOX PHAN 5' HEL�'JW PAVEMENT SURFACE IRON 0 y My rr' 3 i Lf_ 4..4 (-. r S ' r4 I✓'I�,���C�C E��TLN.�p�tlrl STEM T�' I3E.1,..0W PAVEMENT SURFACE. EX1' NSION StEN .I`l" HA,VI� L 4 CKING DEVICE OVER 'ORIGIN,AiL. VALVE NL1T • IN POLYETHYLENE DRAWING PERTAf; S TO ALL GATT VAL't SIZS 2" THR § '.�w ; m.;lO RQUE BOLTS P'IRIOR l € I I ,, ,; .�;P �rtll..�, '- " TO BACKFILL„ MAIIN N STEM BOX EXTENSiO N.T,:S, PART NO. QUANTITY 1 EA. *� 1 EA. 1 EA. DII ECTIDN OF FLOW . MATERIALS LIST DESCRIPTION 8" FLANGED COUPLING METER ADAPTER 8" DETECTOR CHECK VALVE;NTH , 8" BY—PASS DETER ," 12 D.I. NIPPLE M.J. X F. A DETECTOR CHECK OF ANY SIZE, MAY BE DIRECT BURY. DETECTOR METER IS TO BE AT GLADE IN SAME TYPE BOX AS 6" METER. "' DETECTOR CHECK SERVICE 'I TH ." V E TE N.T.S. R, W, 1 VALVE METER 81OX B&H 55A RAD WN VALVE' 13OX/41SER 41. I � I 2" �$RAS . NIPPLE, 2" RESILIENT EAT 3w VAI.V . �"/' PER A" IN It "Cr 2 w OP E'R �~_~� � ANO LE M P R VALVE INLET t .�L��TTE C� HOLES I 'rf,l , "I.14REAC') TO COPPER A,C�r�l°�:fER E SITYPE � R1M1 'f2"' M=E (CmQSETTING ((',0MP ES: I()N FiTTI!NG)�. Ir A3I R I�s MAIN ~,_-, = I .. •. \T2' 'TYPE "I{;°` COPPER OWE OR PCF LYE7101E IL , ''k. "�.�, �.�, . ,y I.1'SE t�1�II'L,"Y' �� I_� JOINT ►��ll�In.R ��'AVfa�1�, .,f �;";;,�� `--, T�-IF;IUS � I��..�� THRus,° I3L (I1 Ni 14 USE 0Pt AN D TAMS F'OR 8bThI' L--DOl,aBIE STRAP-PED BRONZE SADDLE. En-1 2" AND :2'" WATf-R SERVItF .. LOCATION OF METER BOX WILL N OT N. BE ALLOWED, IN SICYEWALK. CR4140 C l + I ,L.,. G)3 P IIw Ti I+ L1 FiA SE`C,,tR. Ill ELf EIS' MH ''I' 4 C 99900 1 CONCRETE SIDEWALK I < '' 4 I ,o" 1 MUELLER 14-14255 OR 5-24258 OR APPROVED EQUAL. IN5TA-TITE OR FLARE TYPE W COPPER OR CTS PE POLYETHYLENE SERVICE LINE BOTTOM OF METER BOX METER BOX TO BE 5A55 4 HAYES 34P14 OR EQUAL, FOR 3/4" AND 0 METERS CAST IRON LID WATER METER WATER SERVICE INSTALLATION SCALE: NONE ITY of GRAp►Evit c ED FORR"ELEAS Cot4STRUCe".0% OF K IN a,NFLICT SHEET, �.mORiZE ANY WOR RELEp,,cE DOES No, p1NG ODE ZONING Of kA WITH THE eU N To V E KEPTPT THIS E JOB A'T A M TH � eY. DATE ' !N NSPECTION DIVISION E DOES Rp7 APPLY TO R 6H'TI Of-VOK REIEAS EASEME CHANGE MiUS 48E APPROVEp' A THE WORK DEPICTED IN THIS REVISION TO THE DRAWINGS IS RELEASED UNDER THE AUTHORITY OF SHUJI OKUDA P.E. #54327 ON MAY 07, 2007 IT IS TO BE USED FOR CONSTRUCTION PURPOSES. . •�SHUJIOKUDA ..��•� ........................ .. 54327 ��`� , lip '0 THE SE ARING ON THIS DOCUMENT WAS AUTHORIZED BY 514UJI OKUDA, P.E. 54327 ON MAY 07, 2007 V_ N U) PP_ _ a x CY— LjJ (A .J p a LjJ W c 0 = Frl - W CO> rn fY � U C •— `~ av Wry W 0 �r Q x W JOB NO.0619 REVISIONS NO. DATE DESCRIPTION DATE 02-16-2007 SHEET A sys��s P7 33 Engineering Consultants 2351 W. Northwest Highway Tel (214) 350-6487 Suite 1203. Lock Box 30 Fax (214) 350-6497 Dallas, Texas 75220 SAI Job No 06062 TYPICAL 'NCH WIDTH_r fad '12 1 0'. SECTION X-X N.T.S. x t 10 ! I HORIZONTAL THRUST BLOCK AT. PIPE BEND 'PLAN N. T. 56 PIPE JOINT x THRUST - PIPE JOINT REFER TO 'STIR: DWG. No. 4040 FOR GENERAL NOTES, STANDARD MAINING.NCL . 401. OA 11-oll NO .40 ry A < W THRUST -7 Li 0. -4:0- 0 cwn PLAN OF TEE THRUST BLOCK N.T.S. C LU THRUST Ant Lu 4L _j Ln _y m. PLAN OF PLUG THRUST BLOCK N.T.S. REFER TO STD. D`WG. No. 4040 FOR GENERAL NOTES. EA R TH ROCK I.D. THRUST C A VOL. A VOL. (IN,) (TONS) (FT..) (FT.). (FT.) MY.) 41,6s8 5. 1 1,5 4t). 0.3 2,-0 0.2 .10J.2 11.3 1.5 3.5 0,6 2..5 0.3 16,18 2.5.5 2.0 5.5. 1..6 4.0 0.9 20 31.5 2.0 6.0 1.9 4,0 0. 9 24 45.2 2.5 7. C 3.1 5.0 1.7 53.0 3.0 7.5 4.1 5,5 2.4 .3C .36 76.3 4.0 9.0 7.3 6.5 4.2 42 104.0 4.5 10.5 11.0 7.5 6�.2 48 136.0 5.0 12.0 15.6 8.5 8.7 54 172.0 5.5 13.5 21.4 9.5 11.9 BQ 212. . 0 6.0 15.0. 28.4 1 D..5: 15.7 6.6 257.0 6.5 16.5 36.8 11.5 20.5 72 305.0, 7.5 17,15 47.2 12.5 27,2 78 358,0 B.O. 19...0. 58.9.. 13.5 33*7 84 416.0 8.5 20.5 72;,3 14.5. 41..2 90 477.0 9.0- .29.0 87,7 15.5. 49.7 96 543.0 9.5 23:5 104,8, 16.5 61.0 HORIZONTAL THRUST BLOCK AT TEES: AND PLUGS 3 A = .1.1 .2W A-- 22-50* I. D. T 11. 2.5' 22.50' E EARTH ROCK EARTH ROCK (14.): (IN.) (FT.) (FT.) (FT.) 1, D. G THRUST A B VOL. A, 13 VOL. I.D. G THRUST A B VOL, A B VOL. 4,15i$ 0.4 1.5 1.5 0.�9 (IN.) (FT:). (TONS) (FT-) (FT.) (C.Y.) (FTJ (FT.) (C.Y.) (IN.) (FT:) (TONS) (FT-) (FT.) (C-Y.) (FT.) (FT.) :(C.Y.) 10.12 0.5 1.5 1.6 1.2 4,618 D.4 1.0 1.0 1.5 0.1 1.0 1.0 0.1 4.6,8 0.8 Zo 1.5 1.5 0.1 1.0 1.0 0.1 16,18 0.6 1.5 1.5 1.6 10.12 0.6 202: 1,5 1.6 0J. 1.0 .5 . 1.5 Oil 10,12 1.1 4.4 2.0 1.5 0.5 1.5 1,5 0.1 20 o.7 1,,5. 1.5, 1'.8 16.18 0.8 5.0 2„0 2.5 0: 1 1.5 2.0 0.2. 16,18 1,6 9.9 3.0 3.5 0.6 2.0 2.5 0.3 24 0.9 1.5 1.5 2A 20 0.9 6.2 2.0 3.5 0.4 1.5 3.0 :0.3 20 1.:8 12..3 3.5 3.5 Q. 7 2.0 3.0 O.4 30 2.9 1.5 1.9 2.6 24 1.18.9. 3.0 3.5, 0.5 1.5 3.0 0.3 24 2.:2 17 . .7 4:0 4.5 1.0 3.0 3.5 0.5 36 4.5 1.5 2.3 3.3 30 .1.4 10.4- 3;0 .31.5 M 2.0 3.5 0.4 30 2.7 20..7 5.0. 4.5. 1.5 3.9 4.0 0:8 4 5.0 1.8 2.6 3.8 36 13 15.0 3,5 4-5. 0.9 2.Q 4-0 0.5 36 3.3 2918 5.5 5.�5 .2-3: 4.0 4.0 1:3 42 1:.9 20* 4 4.5 5,0 1.5 2.5 5.0 0,8 42 18 40.5 :7.0 6. . 0 39 4.5 5.0 2.1 48 515 2.0, 3.0 4.3 . . .. 1 . 48.26.6* . 4��5 6.0 .2.0 2:5 6.0 1.1 4 8 4.4 52.9 i80 7.0 5.7 4.5 6.6 .2,8 54 6.0 2.3 3.4 4.8 54 2,5 333 6.-0 6.0 3.0 .3.0 5.0 1.4 54 4.9 67.0 9.0 8.Q 8.�Q 6.0 6.0. 4.1 60 6.5 2-5 5.8 5.3 60 2.7 41.6 6.0 7.0 3.$� .3.0 7. . 0 1.8 60 5.5 82.7 9.5 9.0 !Q-6 6.0 7.0 5_3 66 6.8 2.8 4.1, 5.7 66 3-0 50.3 645. 8.0. 5.1 3�5 8.0 2.7 66 6.4 100.1 10.:5 MO 14,1 6.5 8,0 7.2 72. 7.5 3..0 4.,5 6.3 72 3.3 59.9 7.5 8.0 6:3 4.0. 81:0 3.3 72 6.6 119.1 11.0 14.0 17.6 7.5 8.0 9.1 78 7.5 3.3 4-'9 63 76 3.6 70.2, 810* 9.0 8.1 4.0 9.0 3.9 78 7.1 139.8 12.0 12.0 22-51. 8.0 9.0 11.7 .84 810 3.5 5.3 7.2 84 3.,8 81.5 8:.5 10.0 10.3 4,-5 10.0 5.3 84 7.6 162.1 13.0 12-5 27.2 8.5 10.0 14.8 90 8.5 18 5.6 7.7 90, 41 93.5 .0.5 1:0.�0 1.2.2: 5.0 10,0 90 8,2, 6,11 181, 140 13,5' 33.7 0.5, 10.0 17.7 96 9.0 4.0 6.0 8.2 96 4.4 106.4 1.0.0 11.0 t5:0 5.0 11.0 7.4 96 .7 211.7 15.0 14.5 :41.*2 10,01 11.0 21.8 HORIZONTAL THRUST BLOCK AT PIPE BEND DELTA = 11.25- AND 22.50" STMIDAND DRAWING. NO, GR401 08: A = .3b' EARTH ROCK I.Q. G THRUST A B VOL. A B VOL. (14): (FT,). (TONS) (FT.) (FT-) (C.Y.) (FT.) (FT.): (C.Y.) 416.8 1.0 2.6 2.0 1.5 0.2 1,0 1.5 01 10.12 1.5 5.9 2.5 2.5 0.3, 2.0 1.5. 0.2 16,18 2.2 13.2 3.5 4.0 0.8 2.5 3.0 0.4 20. .2.4 16.3 4.15 4:0 1...0 31:0 3..*01 0.5 24 :2.0 23.4 6.0 41.0 1:4 3..5. 3..5: 0.7 3.0 3.6 27..5 6. S. 5..0 t9 3.5 4.0 0,.9 36 4.4 .39.5 7_0 6.0 .31.4 4.5 4.5 1.6 42 5,1 53.8 8,0 7.0 5.1 5.5 5.0: 2.5 48 5.5 70.3 9.0 $-0 7.4 6.0 6. 0 3.7 54 6.5 89:0 10.0 9.0 1.0.3 7. D 6.5 5.3 60 7.3 110..0 11.0 10:0 13.0 7-5 7.-5: 7.3 6;5 8.0 1349 12.5 11.0 1.5.9 8.5 8.0. 9.5 7.2 8.7 158.2 13-5 12.0 24.b 9,,0 9,0 12.31 78 9.4 185-6 14.5 13.0 30.0 10.0 9.5 15.6 84 10.1 215.3 15.5 14.0 37.1 10.5 10.51 19.5 90 10-9 247.1 15.5 15.0 45,0 11.5 11.0 23,9 96 11.6 281.2 , 18.0 16.0. 55.5 12.5 111:5 28.9 A _- 45' EARTH ROCK G THRUST A B VOL. A B VOL. (IN.) (FT.) (TONS) (FT.) (Ft) (C.Y.) (FT.) (FT.) (-C,Y.) 4,6,8 1.5 3.9 2.0 2.0 0.2 1,5 1.5 0.1 10012 2.7 8.7 3,5 2,5 0.5 2.O 2.5 0.3 16,18 3.2 19.5 4.51 4,5 1.2 3.0 15 0.6 20 3.6 241 5.5 4,5 1.5 3.5 15 .0.7 .24 4.3 34.6 .8.0 4.5 .2.3. 4...5 4... C 1.1 3(D .5.4 40.6 8.:5 5.10 3.2 5..5 4..0 1-6. 36 6.5 .58.5 10.,0 6.0 5.3 6..5 4.5 2.16, 42 7,5 79.6 11,5 7.0 8.1 8,0 5.0 4.2 44. 8.6 104-01 13.0 M 11-9 9�.0 6.0 6.3 54 0.7 13l..5 15.0 91 0 17: . 1 10.5 6,6 8:9 60 10-.7 162:4 1.6.5- 10.0 23.1 11. ..Q 7.51 12-0. 66 11.8 1W5 18.0 111-0 3.0,11 12. C 8.5 10.2 72 12.9 233.9 19,5 112.10 38.6 14.0 :8,5 20.7 78 13.9 274.5 21,5 13.0 49.8 14.5 9.5 25.9 .84 15.0 318.4 2310 14, G 61.2 15.5 10.5 32.6 90 16.1 365.5 24.5 15X 74.5 17.5 10.5 .39.6 96 1*7.1 415.6 2610 16.0_69.5 18.5, 11.5. 4-8.5 HORIZONTAL THRUST BLOCK A,T PIPE BEND DELTA = 30.00" AND 45-00" STANDARD PRAWN0110, 4020 TRENCH WIDTH GROUND GROUND :iA 8 d bI. (N.Y 0, 0 0 VERTICAL COMPONEN'F ASSUMED 4v OF THRUST 01 c6i HORIZONTAL 4 TABULATED VALUE K A 0 REINFORCING BARS REINFORCING #4 0 1.2":CENTER.S. BARS: FOR PIPE SIZES - o C) GREATER THAN. 12" REINFORCING SHALL VARIABLE BE AS 8P . ECIFIED (APPROX. SAME ENGINEER. d. + MIN . A REFER TO LENGTH AS BE[)-) B y ELEVATION "B-8 STD. DWG. Na. 4040 SECTION "A -A N. TL S, FOR GENERAL NOTES. N.T.S. A 11.2 55 45* 67,50' 90' A I.D. THRUST VOL. THRUST VOL. THRUST VOL. THRUST VOL. THRUST VOL.. THRUST VOL. L D. (IN.) (TONS) (C.Y.). (TONS) (C.Y.) (TANS) '(C.Y.) (TONS) (C.Y) (TONS) (C.Y.) (TONS) (C.Y.) (IN-) 4,6.8 to 0.5 2,0. 1.0 2_5 1,3 3.6 1_8 4,6- 2.3 5.0 2-5 4i6.8 10,11-2: 2.2 1.1 4.3 2 '.2 5.7 2,8 &C 4.0 10.5 5.2 11.3 5.7 10,12 16,ta 5.,.0 2.5 9,7 4,9 . 1:2.7 0.4 18.0 0,0 23.5 11. .5 25.5 12,7 1.6,18 20 6A 3.1 12.0. 6.0 15.7 7.9 22.2 11.1 .29.2 1-4,5 31:4 1517 90: 24 8.2, 4.4 17.3 8.3 2Z�6 11.3 32,0 16.0 41.8 .20.9 4512 ..22,£, 24 3Q 10.5 5.2 20.3 10A 26.5 13.3 37.5 18"8 49.0 24.5 53.1 26.5 30 36 14-9: 7.5 :29.2 14.6 38.2 19.1 54.,Q 27-0 70,5. 35.3 76.4 38,2 315 42 20.3 10.1 39.8 1 9A 52.01 26..0 73.5 36.7 96.0 48.0 104.0 52. Q42 48, 26.5. 13.2 51,9. 26.0 6,7.:9 33.9 ..96-0. .48.-0. 126.0 62.7. 136.0 67.9 48: 54 ,.3 1 16.8 65.7 .52.9. 85.9 42.9 122,0. 60.7 159.0 79.4 112 O 85i9 54 60 41:4 20.7 81.2 40.6 1:06.0 53.0 150.0 :75.0 196.0 98.0 212.0 106.0 60 66 50.1 25,0 98.2, 49.1 1:28.0 64.2. 182...0 90*.7 2370 :119.0 2.57tQ 12,B.0 6& 72 .59.6 29:.8 117.0 58. 15.076;3 216;Q f 08. 0 2820 141.0 305.0 153.0 72 78 �59.9 35.0 137.0 68.6 1.79.0 90.0 :25 . 4.0 127.0. 331.0 . -166..Q 358.0 179.0 78 .84 81.1 40.5 159.0 79.5 208.0 104.0 294.0 147.0 384.C. 1.92.0 416 0 20&0 84 931; 46'.5 183.0 91..3 239.0.. 119.,0. 337.0 16.91.0 44.1.0- 221.0 477.0 .2,39.0. 90 96. 106.0 510 208.0 104.,01 272.O 1136,0 384.0 192,0 502.0 251.0 543.0 27-2-.0 9.6 VERTICAL THRUST BLCCK AT PIPE B::EN D STANrIAM DRAW14V f4d 4030 1. CONCRETE FOR BLOCKIN1C SHALL HAVE A MINIMUM COMPRESSIVE. STRENGTH OF 20O.Q PSI @ 28 DAYS (CLASS B." CONCRETE). 2. ALL CALCULATIONS A.RIE BASED ON INTERNAL . AL PRESSURE OF 200 PSI FOR . DU . CTI.L . E IRON, P.V.C., AND 150 PSI FOR CONCRETE PIPE. 3, VOLUMES, OF THRUST BLOCKS ARE NET VOLUMES OF CONCRETE, TO BE FURNISHED. THE CORRESPONDING WEIGHT OF THE CONCRETE IS EQUAL TO OR .GREATER THAN THE VERTICAL COMPONENT OF THE THRUST ON THE VERTICAL BEND. 4. WALL THICKNESS (T) ASSUMED HERE FOR ESTIMATING PURPOSES.: ONLY. 5, POUR CONCRETE .. TE FOR BLOCK AGAINST UNDISJU R13E Q EAR . TH 6. DIMENSIONS MAY BE vARIED AS REQUIRED BY FIELD CONDITIONS 'WHERE AND AS DIRECTED BY THE CITY. THE VOLUME OF CONCRETE BLOCKING SHALL NOT BE LESS THAN SHOWN HERE. 7. THE, SOIL BEARING PRES�SURES.ARE BASED ON 1000 LB:&/S.r, IN SOIL AND. 2Q.Q0. LBO../S.F. IN ROCK. .8., U.SE POLYETHYLENE WRAP OR EQUAL BETWEEN CONCRETE AND BEND, TEE., OR, PLUG TO PREVENT THE CONCRETE FROM STICKING. TO IT. 9. CONCRETE :SHALL NOT EXTEND BEYOND JOINTS. TH.RUST BLOCK -. GENERAL NOTES EARTH ROCK I.D. G THRUST A B VOL. A 8 VOL. (IN.) (FT.) (TONS) .(FT,) (FT.) (C.Y.). (FT.) (FT.) (C.Y.) 4,6.8 2.1 5.5 3. D: 2.0 0,3 2.0 1.5 0.2 '10i 12' 31 12.6 5.5. 2.15 0:8 3.5 2.0 0.4 16,18 4-7 28.3 7.5 4.0 tg 5.5 3.0 0-9 .20 .5-2 34.9 9.0 4.0 2.3 5.5 3.5 -1--2 24 .6.2 .50.3 1,11-5 4.5 3.5 6.5 4.0 1: 6 3.0 7-8 58.9 1.2.0 5-0. 4,8 7;5 4.0 12.. 35 9.4 84 . i9. 14.5 6, 0 8,2 .0-15 4,5 3,8 .42 10-9 115.5 17-0. 7.0 12.8 11..0 5.5 6.3 48 11:275.: 150"9 19.D: 8.0, 184. 13..0 6.0 9,2 .54 14.0 1-91.0 21.5 9.0 26.0 15.0 6.5 12.9 60 15.6 235.8 24. D 10.0 35.5 16.0 7.5 17.6 66 17.1 28513 25. D 11.Q 46,0 lax 8..0 2-3.0 72 183 3.319.5 28.5i 12-;O 57. 8 19.0 9.0 28.4 . 78 20.2 398.5. 31,0 1 1 3,6 75.7 21.0 19.5 *37.4 .84 21..8 462.1 33.5 14.0 943 22.0 10.5 46.5 90 23.3 530.5 35.5 15.0 114,4 24.5 11.01 .58.21 96 24.9 603.6 38.0 16.0 *135.9 25.5 12i0 70.0 EARTH ROCK I.D. G THRUST A B VOL. A 8 VOL. (IN.) (FT,) (TONS). (FT.) '(FT.) (C.Y.) (FT.). (FT.) (C.Y.) 4,6.8 23 7A 5:0 1.5 0.4 2,0 2,0 0.2 1*0,12 4.0:. 16.0 6_5 2.5 1.0 3:.5 2.5 0.5 16.18 640, 36:0 9.0 4.0 2;4 4.5 4.,0 1-D 210 6.6 44.4 10-0 4.5 3.1 6.0 4:O 1.5 24 7.9 154.0 14.5 -4.5 5.0 8X 4,0 2.1 .30 9.9 75.0 1.5.0 5: 0 6:7 10.0 4.,0 3.3 .3 .6 .11, 9,� 108.0� 18...0. 6:Q 11.44 .1 2.1.a. 41, .5. 5,,3* 42 13.9 147.0 21.0 7: 0.: 17.8.114.0 5.5: 5.7 48 15.9 192.0 24.0 8.0 25.2 16,10 6,0 12.4 54 17.9 243.0 27.0 9.0 36.9 18,0 7.0 18,11 60 19.:.9. 299.8 30;.0 10.0 50.3 20.0: 7.5 24.131 66 21,15 362.8 33.0 11:.0 6 6, 2 2. . 2.,.0 8,5 �2.5 12 23.8 431.8 -36.;0 12v0. 851:5 24.0 9-0 41 :D 7.8 25.7 506�.7 39.0 13 0 1 2 6,0 ld;01 5�,2 84 27.7 5-81.7 42.0, 1+.0 134.4 28,0 10.5. 64-.8 90 29.0 674.6 45.0 15.0 164.9 30.0 11.5 81.2 96 31.6. 767.5 48.0 16.0 199.0' 32.0 12,0 95.1 HORIZONTAL THRUST BLOCK AT PIPE BEND STANDARD DRAWNG NO. GR4010C. DELTA 67.50AND 9�0,0.0* STMPARD DRAWING NO. GR4040 CIT OF GRAPEVINE RE ASED FOR CO S TRUCTION SH Of RELEASE DOES T AUTHORIZE. ANY WORK IN CIONFLOT WITH THE SWU DING CODE OR ZKEPTOIN CE THIS LAN TO E TH J A WS DATE Sul SPECTIO N DIVISION RELEASE 0 S Nth APPLY TO CONSTRUCTION IN EASE ME S OR ()N PUBLIC RIGHT -OF -WOK ALL ANGES MUS'T BE APPROV606 STANDARD DRAVANG NO, qC.1 GR401 OD THE SEAL RING ON THIS DOCUMENT WA5 AUTHORIZED 5Y 514UJI OKUDA, P.E. 54327 ON I MAY 07, 2007 0 THE WORK DEPICTED IN THIS REVISION TO THE DRAWINGS IS RELEASED Engineering Consultants UNDER THE AUTHORITY OF SHUJI OKUDA P.E. #54327 ON MAY 07, 2007 2351 W. Northwest Highway Tel (2t4) 350-6487 IT IS TO BE USED FOR CONSTRUCTION PURPOSES. Suite 1203. Lock Box 30 Fax (214) 350-6497 Dallas. Texas 75220 SAI Job No 06062 V_ Ln X ry v; Uj _j Lj Ld W 00 CD C) oV_ N L.Lj W 0 ­) Lf) I I I LLJ C:) z � w < n,,, CD JOB NO.06Iq REVISIONS NO. [)ATE DESCRIPTION A05/05/07 FIRE LINE DATE 02-16-2007 SHEET NMI