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Storm Sewer Plan 0 © ~l'q' .. ~,'~ E / / / I 4 _J ~ T jo, R,-38.00' Ti,37.75' L-'59.44' CH--S 46'04.'22' W 53.57' SS ;ESS ESMT. ) I,CV 1-No.24. GRATE TOP GRATE=516.50 FL GRATE=513.50 LOT 2R, BLOCK 2 PARK WEST :OMMERCE CENTE~R ~ATE N O(:PCJ'I 4'*~ E 728,36' ---~NSTALL 18" RCP O 0.97% SS LS ~® ICY INSTAll' I 1-No.24..C4~.ATE INLETI 10 LF 18 RCP I TOP GRATE=S16.50 i FL GRATE=513.50 I 8" RCP ~ 0.97% - 89'06'46" E 15,50' S 89'06'46" E FINISH FLOOR F1 EVATIOH=- 519.50 ---~NSTALL 30" RCP {~ 0.44% · --INSTALL IINSTALL: 1-No.4-8 GRATE INLET 10 LF 18' RCP TOP GRATE=" 513.50 F1. GRATE''=509.50 PROP 8" WATE~ INSTALL: 1-No.4-8 GRATE INLET 10 LC 18" RCP TOP GRATE=513.50 Fl_ GRATE=509.50 -----INSTALL 4-8" RCP ~ 0.10% I I ' --INSTALL 48' RCP {J 0.10% - JINSTAl I -' 1-No.48 GRATE INIFT 10 LF 18' RCP TOP GRATE=513.50 FL GRATE=509.50 IINSTALL: I 1-N0.48 GRATE INLETJ 10 ¢ 18' RCP I TOP GRATE=513.50i FL GRATE=509.50 J CONNECT TO ~. 72" R~ INSTALL: 1-8'x6' JUNCTION BOX RNISH FLOOR ELEVA~ON=519.00 NSTALL: 1-STD 10' CURB INIFT TC=517.25 FL=512.75 1-No,30 GRATE INLET 10 LF 18" RCP TOP ~RATE=516,50 FL GRATE=513.00 -No,24 GRATE INLET 0 LF 18' RCP FOP GRATE=516.50 FL GRATE=513.50 1-No,30 GRATE INIFT LF 18' RCP TOP GRATE=516.50 FL GRATE=513,00 INSTALD 1-STD 6' CbRB INLET TC= 515.50 FL=511,00 T~% F~ TS8 BOX 50' L$. GAS ESI (VOL 1577, PG. 8)' _1 icy I GF_N. TEL ESMT s~~-- ---~NSTALL ~ RC:P ~ 0.~% . - !0' uqr')L ~ DRAIN. ESMT. "dN 51§, F'!,. 504,97 , ,(vo~ 2o17, PO. ~e) :(,VOL 71167, PO, 1303) VOL 90097, Pg. 1144.) PP .~.LS epp ~Ve ~ L5 0 · ~ L.S. GAS ~A~K~ O BELT LINE DALLAS POWER & UGHT 06-18-56 ~ 0 epp 112.7' ,_ J- . -- - -'6~,5'- - - - ep,p epp m~ C~NECT TO EX. 72" RCP INSTAll' 1-8'x~' JUNC~ON BOX so7.~u _ INSTAl I .'= ! 1-STD 10' CURB INLET TC 516,50 FL=512.00 18" RCP 13 8,6% 364.,85' · pp PRELIMINARY NOT FOR CONSTRUCTION THIS DOCUMENT IS ISSUED FOR THE PURPOSE OF SCHEMATIC REVIEW ONLY AND IS NOT INTENDED FOR PERMITTING, BIDDING, OR CONSTRUCTION PURPOS[S. P~NS PREPARED UNDER ~E DIRECT ~PE~S~ON OF STENEN A. ~A~XUSS~N, P.E. ~AS RE~S~ATION NO. 7~90 DA~ 0~/12/2~5 0 25 50 100 GRAPHIC SCALE IN FEET F~ RRE HYDRANT Pi= · POWER POLE LS..~ UGHT STANDARD ¢~¢o WATER METER ,wo WATER VALVE c% CLEANOUT ~H~ MANHOLE o~ ® GAS METER / I I PROPERTY UNE 150 BElt/CE Mil IlK L1,9 T BM No. 1 BM No. 2 BM No. 3 BM No. 4 BM No, 5 "Fl" CUT SET AT CORNER OF CURB, NORTHEAST CORNER OF MJ DESIGN TRACT, APPROX 40 FEET WEST OF SUBJECT TRACTS WEST UNE. ELEV. 516.4-~ 'FI" CUT, EAST END OF INLET ON NORTH SIDE OF AIRLINE DRIVE APPROX. go FEET WEST OF INTERSECTION OF ~dRUNE DRIVE AND ENTERPRISE ELEV 519.82 "FI" CUT ON CENTER OF INLET ON SOUTH ~DE OF AJRUNE DRIVE, APPROX. 110 FEET WEST OF INTF...~SECTION OF A~RLINE DRIVE AND EXECUTIVE DRIVE, BEV. 520,77 'FI' CUT OF CENTER OF INLET ON SOUTH SDE OF ~JRLINE DRIVE APPROX 335 FEET WEST OF BELT lINE ROAD. BEV, 516.87 'FI' CUT CENTER OF INLET ON WEST SIDE OF' BELT UNE ROAD AT THE NORTHEAST CORNER OF SUBJECT TRACT. BEV. 513,93 SEE SHEET C1.0 FOR GENERAL NOTES. ISSUED FOR PRELIMINARY PRICING PURPOSES ONLY (SUBJECT TO REVISION PRIOR TO CONSTRUCTION) THESE DOCUMENTS HAVE BEEN PREPARED BY THE ENGINEER WITH THE INTENT OF COMPLYING WITH ALL Cil~f STANDARD REQ,UIREMENTS. THESE DOCUMENTS HAVE NOT BEEN APPROVED AND RELEASED FOR CONSTRUCTION BY THE CITY AS OF THIS DATE AND, THEREFORE, REVISIONS MAY BE REQUIRED PRIOR TO CONSTRUCTION. BY ANY USE OF THESE DOCUMENTS, THE USER AFFIRMS THIDR UNDERSTANDING OF THE PRELIMINARY STATUS OF THE PLANS AND THE POTENTIAL FOR REVISION PRIOR TO ANY CONSTRUCTION. NO. DA TE /¢EVI$10N 8350 N CENTRAL EXPWY SUITE 1000 DALLAS, TEXAS 75206 STORM SEWER PLAN 97Z235,3031 MAJESTIC LOT 2R-3, BLOCK 2 PARK WEST COMMERCE CENTER CITY OF COPPEI Z, TEXA$ DESIGN DP.A ~IN DA TE $CALE NOTES RCS BB 1"=50' PK FILE: 1628-05034 APRIL 2005 FILE NO. C3.1