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Preliminary Engineering Plans(15 DOORS) DOCK LOADING RAMP UP OFFICE 2-STORY ROOM PUMP TRANSFORMER FFE=525.85 WAREHOUSE STORM DRAINAGE LEGEND 24" RCP TOP OF GRATE MANHOLE CURB INLET GRATE INLET STORM DRAIN LINE TG NATERRA INTERNATIONAL INC. CITY OF COPPELL, DALLAS COUNTY, TEXAS JAMES A. SIMMONS SURVEY, ABSTRACT NO. 1296 & JOEL WILSON SURVEY, ABSTRACT NO. 1555 11.72 ACRE TRACT & LOT 3, BLOCK A LOT 1R, BLOCK A OF A FOR BY SITUATED IN THE R ARCHITECT EMAIL: alafon@halff.com TBPE FIRM # F-312 FAX: 214-739-0095 TEL: 214-346-6200 CONTACT: ALAN LAFON RICHARDSON, TX. 75081 1201 N. BOWSER RD. HALFF ASSOCIATES, INC. OWNER EMAIL: RNovak@beautymanufacture.com TEL: 817-851-4723 CONTACT: RALPH NOVAK COPPELL, TX. 75081 1250 SOUTH FREEPORT PARKWAY SFPLP HOLDINGS MANAGEMENT LLC 2/17/20173:25:24 PMah3193HALFFI:\31000s\31760\CADD\Sheets\EX-100-G&SDP-31760.dgnSheetWM EX. 10" WW 570 OHE X FIB OPT 12"W 18" RCP PP LEGEND FHT 12" W 6" WW 18" RCP FDC 709 FHT FLOW DIRECTION INTERIOR DRAIN AREA DIVIDE EXTERIOR DRAIN DIVIDE FIRE DEPARTMENT CONNECTION PROPOSED STORM SEWER PROPOSED SANITARY SEWER MANHOLE PROPOSED WASTEWATER LINE PROPOSED FIRE HYDRANT PROPOSED WATER LINE PROPOSED CONTOUR EXISTING POWER POLE EXISTING OVERHEAD ELECTRIC EXISTING FIBER OPTIC EXISTING STORM SEWER EXISTING SANITARY SEWER MANHOLE EXISTING WASTEWATER LINE EXISTING WATER METER EXISTING FIRE HYDRANT EXISTING WATER LINE EXISTING FENCE EXISTING CONTOUR EASEMENT LINE LOT LINE PROPERTY LINE TBPE FIRM # F-312 1201 NORTH BOWSER ROAD RICHARDSON, TEXAS 75081 (214) 346-6200 B. DAVID LITTLETON NAME 62128 P.E. NO. DATE PRELIMINARY FOR INTERIM REVIEW ONLY THE SUPERVISION OF: THEY WERE PREPARED BY, OR UNDER BIDDING OR CONSTRUCTION PURPOSES. REGULATORY APPROVAL, PERMIT, REVIEW AND ARE NOT INTENDED FOR THESE DOCUMENTS ARE FOR INTERIM 02/06/2017 TBPE FIRM # F-312 AVO: 31760 SCALE: AS SHOWN FEBRUARY 6,2017 SSMH SSMH STMH STMHLP TS TS TS TS TPED TSTS ICVICV CHKA101 522.55 STMH Vault Comm. Vault Comm. guard rail TrafficEEEE conc. pad Trans. on TOP=511.24 HEADWALL CHKB100 SSMH SSMH SSMH SSMH FLOODWAY FLOODWAY1 PCT ANNUAL CHANCE FLOOD HAZARDFLOODWAY FLOODWAY O.P.R.D.C.T. Vol. 82137, pG. 0690 10' Utility Easement (Vol. 71159, Pg. 743) T.P. & L. EasementINTERSTATE HIGHWAY 635(LYNDON B. JOHNSON FREEWAY)(VARIABLE WIDTH RIGHT-OF-WAY)VOL. 75073, PG. 0007O.P.R.D.C.T. 7' GRAPEVINE CREEK (NOT TO BE DEDICATED TO THE CITY OF COPPELL) ABSTRACT NO. 1439S. A. & M. G. R. R. CO. SURVEY, ABSTRACT NO. 1555JOEL WILSON SURVEY, (FORMERLY KNOWN AS COTTON ROAD) (57.50' R.O.W.) (80' RIG HT-OF-WA Y) V OL. 82137, P G. 0690 O.P.R.D.C.T. ABSTRACT NO. 1296JAMES A. SIMMONS SURVEY, WATER LINE EASEMENT (To be Abandoned) O.P.R. D.C.T. Vol. 98252, p G. 06824 20' Drainage Ease ment ABANDONED LOT LINE TO BEEXISTINGLOT LINE PROPOSED EASEMENT 10' SANI. SEWER EASEMENT 10' DRAINAGE 1 PCT ANNUAL CHANCE FLOOD HAZARD O.P.R.D.C.T. Vol. 98043, pG. 00001 Trail Easement 20' Hike and Bike FRITZ DRIVE FREEP O RT P A R K WA Y O.P.R.D.C.T.Vol. 98043, Pg. 1Fl ood Easement EASEMENT WATER LINE 20' DRAINAGE EASEMENT TRAIL EASEMENT HIKE AND BIKE 10' UTILITY EASEMENT SIDEWALK EASEMENTSIDEWALK EASEMENT 24' FIRE LANE EASEMENT EASEMENT 24' FIRE LANE FH FH FH FH RCP RCPRCP RCP DUAL 78" RCP FH FDC DOM SERVICE 503 504 505 50 6 508 510 512 515 521521521521521 522522522 522 522522 522 522 522523523 523 523 523 523524 5 2 4 524524524 5 2 4524524524525 525 525 525 525 525 525 525525 515 1' wide retaining wallDam Rip Rap marsh area Rip Rap RapStone Rip ~ Pipe 12" R.C.P.Pipe 18" R.C.P.Pipe 18" R.C.P. Pipe 12" R.C.P. (TYP.) 24-2'X2' Baffles 2-60" R.C.Pipes retaining wall 1' wide ICV ICV ICV ICV ICV ICV ICV EXIST. CONCRETE CHANNEL LINING G ASGAS GASGASGAS SDMH Inlet 10' Rec. Headwall TRIS LP FH SDMH Headwall TRIS LP sign Cable Tele. EXIST. CONCRETE CHANNEL LINING 24" RCP18" RCP2 X 60" R CP 2 X 60" RCPInlet 10' Rec.Inlet 10' Rec.502503 504 504 504505505505 505 505505506506506 506 506 506507 507 507 507508 508 508 509 509 509 510 510 510 510 510 510 510 511 511 511 511512 512 512 512513 513 513 513514 514 514 514515 515 515 515 515 515 515 516 516 516 516 516517 517 517 517 517518 518 518 518 518519 519 519 519519520 520520520 520 520 520 520 5205205205 2 1 521 521521521 521 521 521521 521 521522 522 522 522522522522522522 522523 523 523523523523523523 524524524 524 524524524524524524 524525525525525525525525525525 525525 525 525 525 525526526526526526 526 527527527527527 527528528528 528 528 528 529529529529 529529 530530 530530530530530 530531531532533498 0 502 0 502 0 502 0 502 0 502 0 502 0 502 0502 0 502 0 502 0 502 0 502 0 502 0 506 0 506 0 506 0 518 0 518 0 518 0 518 0 518 0 518 0 522 0 522 0 524 0 806040200 SCALE: 1"=40' N GRADING LEGEND 529.00 SWALE RIDGE G TG TC CONTOUR SPOT ELEVATION TOP OF CURB TOP OF GRATE GUTTER SWALE RIDGE PROPOSED MH C1.00 STORM DRAINAGE PLAN GRADING & BEGIN RETAINING WALL STA 0+00 WALL-B END RETAINING WALL STA 1+50 WALL-A BEGIN RETAINING WALL STA 0+00 WALL-A 531 APPROX. 12' TALL STA 2+05 WALL-B APPROX. 13' TALL STA 3+50 WALL-B APPROX. 11' TALL STA 5+50 WALL-B APPROX. 2' TALL STA 7+75 WALL-B END RETAINING WALL STA 8+36 WALL-B FFE=525.85 G=521.41 TC=521.91 TO BE REMOVED 2-60" RCPEXISTING (1120 LF TOTAL) DUAL 78" RCP 560 LF OF NEW INSTALL APPROX. HEADWALL NEW CONCRETE HEADWALL NEW CONCRETE ELEV.=524.09 GRATE INLET ELEV.=523.00 GRATE INLETG=522.09 TC=522.59 5' CURB INLET ELEV.=520.40 GRATE INLET ELEV.=520.40 GRATE INLET ELEV.=520.40 GRATE INLET G=523.77 TC=524.27 10' CURB INLET ELEV.=524.40 GRATE INLET ELEV.=524.40 GRATE INLET APPROX. 9' TALL STA 0+57.5 WALL-B ELEV=521.85 ELEV=521.85 ELEV=521.85 2-60" RCP CONNECT TO EXISTING 2-60" RCP CONNECT TO EXISTING WALL 0-1.5' TALL WITH RECESSED CURB INLET CONSTRUCT NEW LATERAL TOP WITH NEW GRATE CURB INLET REPLACE REMOVE EXISTING ALIGNMENT FUTURE FREEPORT RISER 78" RCP WITH MH 2-60" RCP WITH NEW CONNECT TO EXISTING WITH MH RISERS INSTALL STD. 60° BENDS 4' DIA MH WATER LEGEND FIRE DEPARTMENT CONNECTION WATER METER FIRE HYDRANT WATER LINE FDC FH SANITARY SEWER LEGEND MANHOLE SANITARY SEWER LINE MH NATERRA INTERNATIONAL INC. CITY OF COPPELL, DALLAS COUNTY, TEXAS JAMES A. SIMMONS SURVEY, ABSTRACT NO. 1296 & JOEL WILSON SURVEY, ABSTRACT NO. 1555 11.72 ACRE TRACT & LOT 3, BLOCK A LOT 1R, BLOCK A OF A FOR BY SITUATED IN THE R ARCHITECT EMAIL: alafon@halff.com TBPE FIRM # F-312 FAX: 214-739-0095 TEL: 214-346-6200 CONTACT: ALAN LAFON RICHARDSON, TX. 75081 1201 N. BOWSER RD. HALFF ASSOCIATES, INC. OWNER EMAIL: RNovak@beautymanufacture.com TEL: 817-851-4723 CONTACT: RALPH NOVAK COPPELL, TX. 75081 1250 SOUTH FREEPORT PARKWAY SFPLP HOLDINGS MANAGEMENT LLC 2/17/20173:25:24 PMah3193HALFFI:\31000s\31760\CADD\Sheets\EX-200-P&WP-31760.dgnSheetWM EX. 10" WW 570 OHE X FIB OPT 12"W 18" RCP PP LEGEND FHT 12" W 6" WW 18" RCP FDC 709 FHT FLOW DIRECTION INTERIOR DRAIN AREA DIVIDE EXTERIOR DRAIN DIVIDE FIRE DEPARTMENT CONNECTION PROPOSED STORM SEWER PROPOSED SANITARY SEWER MANHOLE PROPOSED WASTEWATER LINE PROPOSED FIRE HYDRANT PROPOSED WATER LINE PROPOSED CONTOUR EXISTING POWER POLE EXISTING OVERHEAD ELECTRIC EXISTING FIBER OPTIC EXISTING STORM SEWER EXISTING SANITARY SEWER MANHOLE EXISTING WASTEWATER LINE EXISTING WATER METER EXISTING FIRE HYDRANT EXISTING WATER LINE EXISTING FENCE EXISTING CONTOUR EASEMENT LINE LOT LINE PROPERTY LINE TBPE FIRM # F-312 1201 NORTH BOWSER ROAD RICHARDSON, TEXAS 75081 (214) 346-6200 B. DAVID LITTLETON NAME 62128 P.E. NO. DATE PRELIMINARY FOR INTERIM REVIEW ONLY THE SUPERVISION OF: THEY WERE PREPARED BY, OR UNDER BIDDING OR CONSTRUCTION PURPOSES. REGULATORY APPROVAL, PERMIT, REVIEW AND ARE NOT INTENDED FOR THESE DOCUMENTS ARE FOR INTERIM 02/06/2017 TBPE FIRM # F-312 AVO: 31760 SCALE: AS SHOWN FEBRUARY 6,2017 SSMH SSMH STMH STMHLP TS TS TS TS TPED TSTS ICVICV CHKA101 522.55 STMH Vault Comm. Vault Comm. guard rail TrafficEEEE conc. pad Trans. on TOP=511.24 HEADWALL CHKB100 SSMH SSMH SSMH SSMH FLOODWAY FLOODWAY1 PCT ANNUAL CHANCE FLOOD HAZARDFLOODWAY FLOODWAY O.P.R.D.C.T. Vol. 82137, pG. 0690 10' Utility Easement (Vol. 71159, Pg. 743) T.P. & L. EasementINTERSTATE HIGHWAY 635(LYNDON B. JOHNSON FREEWAY)(VARIABLE WIDTH RIGHT-OF-WAY)VOL. 75073, PG. 0007O.P.R.D.C.T. 7' GRAPEVINE CREEK (NOT TO BE DEDICATED TO THE CITY OF COPPELL) ABSTRACT NO. 1439S. A. & M. G. R. R. CO. SURVEY, ABSTRACT NO. 1555JOEL WILSON SURVEY, O.P.R.D.C.T. VOL. 99172, PG. 16 IAAM HEADQUARTERS (FORMERLY KNOWN AS COTTON ROAD) (57.50' R.O.W.) (80' RIG HT-OF-WA Y) V OL. 82137, P G. 0690 O.P.R.D.C.T. ABSTRACT NO. 1296JAMES A. SIMMONS SURVEY, WATER LINE EASEMENT (To be Abandoned) O.P.R. D.C.T. Vol. 98252, p G. 06824 20' Drainage Ease ment ABANDONED LOT LINE TO BEEXISTINGLOT LINE PROPOSED EASEMENT 10' SANI. SEWER EASEMENT 10' DRAINAGE 1 PCT ANNUAL CHANCE FLOOD HAZARD O.P.R.D.C.T. Vol. 98043, pG. 00001 Trail Easement 20' Hike and Bike FRITZ DRIVE FREEP O RT P A R K WA Y O.P.R.D.C.T.Vol. 98043, Pg. 1Fl ood Eas ement EASEMENT WATER LINE 20' DRAINAGE EASEMENT TRAIL EASEMENT HIKE AND BIKE 10' UTILITY EASEMENT SIDEWALK EASEMENTSIDEWALK EASEMENT 24' FIRE LANE EASEMENT EASEMENT 24' FIRE LANE (15 DOORS) DOCK LOADING RAMP UP OFFICE 2-STORY ROOM PUMP TRANSFORMER FFE=525.85 WAREHOUSE FH FH FH FH RCP RCPRCP RCP DUAL 78" RCP FH FDC DOM SERVICE ELEC. SERVICEELEC. SERVICE 1' wide retaining wallDam Rip Rap marsh area Rip Rap RapStone Rip ~ Pipe 12" R.C.P.Pipe 18" R.C.P.Pipe 18" R.C.P. Pipe 12" R.C.P. (TYP.) 24-2'X2' Baffles 2-60" R.C.Pipes retaining wall 1' wide ICV ICV ICV ICV ICV ICV ICV EXIST. CONCRETE CHANNEL LINING G ASGASGASGASGAS SDMH Inlet 10' Rec. Headwall TRIS LP FH SDMH Headwall TRIS LP sign Cable Tele. EXIST. CONCRETE CHANNEL LINING 24" RCP18" RCP2 X 60" RCP 2 X 60" RCPInlet 10' Rec.Inlet 10' Rec. DETAILS OF COPPELL STD. CONST. ASSEMBLY & VALVE PER CITY 1-DOUBLE DETECTOR CHECK INSTALL: DETAILS OF COPPELL STD. CONST. ASSEMBLY & VALVE PER CITY 1-DOUBLE DETECTOR CHECK INSTALL: IRR METER FIRE HYDRANT FIRE HYDRANT FIRE HYDRANT FIRE HYDRANT WW CLEANOUT WW CLEANOUT WW CLEANOUT 806040200 SCALE: 1"=40' N PAVING LEGEND & 8" OF RECOMPACTED SUBGRADE WITH #3 BARS ON 18" O.C.E.W. 5" THICK 4,000 PSI CONCRETE & 8" OF LIME TREATED SUBGRADE WITH #3 BARS ON 18" O.C.E.W. 7" THICK 4,000 PSI CONCRETE BY OTHERS) (TO BE DESIGNED RETAINING WALL BY OTHERS) (TO BE DESIGNED RETAINING WALL TAPPING SLEEVE 12" W LINE WITH 12"x8" CONNECT TO EXIST STA 0+00 LINE W-1 FIRE HYDRANT C2.00 WASTEWATER PLAN PAVING & WATER/ SERVICE CONDUIT PROP. ELECTRIC SERVICE 8" FIRE 5' SIDEWALK IRR METER FL 8" = 523.34 INSTALL 2 WAY CLEANOUT END 8" SS LINE STA 3+14.0 LINE WW-1 BY OTHER THAN OPEN CUT INSTALL 8" WATER LINE OPEN CUT BY OTHER THAN INSTALL DOM LINE REMOTE FDC EX. TRANSMISSION TOWER BY OTHER THAN OPEN CUT INSTALL 8" WATER LINE SUBGRADE STABLIZED WITH 8" LIME 7" PAVEMENT SUBGRADE W 8" RECOMPACTED 5" PAVEMENT SUBGRADE W 8" RECOMPACTED 5" PAVEMENT 3' FLUME TO CURB INLET SUBGRADE W 8" RECOMPACTED 5" PAVEMENT TAPPING SLEEVE 12" W LINE WITH 12"x8" CONNECT TO EXISTING STA 14+25 LINE W-1 ALIGNMENT FUTURE FREEPORT FL 8" = 519.90 WWMH CONNECT TO EXISTING STA 0+00 LINE WW-1