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20210301 - Methodist Southlake Hospital Prelim Engineering SheetsX X X XXXXXXXXXXX XXXXXXXXXXS0°50'11"W562.59'N88°49'39"W 1035.60' ∆=1°17'05" R=7529.44' L=168.81' CB=S59°28'53"E C=168.81' S6 1 ° 0 8 ' 1 3 " E 21 1 . 7 5 'N24°54'00"E96.31'∆=47°19'18" R=77.00' L=63.60' CB=N48°33'46"E C=61.80'N14°42'16"W21.63' N6 5 ° 0 8 ' 2 5 " W 44. 3 8 ' N24°51'35"E 20.78' N65°08'25"W 15.00'N24°51'35"E 10.00' N6 5 ° 0 8 ' 2 5 " W 54. 7 5 'N24°51'35"E207.70'S6 5 ° 0 6 ' 0 0 " E 202 . 0 6 ' S24°54'00"W 19.69' S6 5 ° 0 5 ' 5 9 " E 288 . 7 3 'N24°54'00"E95.81'N20°58'10"W196.15 ' ∆=51°23'13" R=120.00' L=107.62' CB=S4°43'26"W C=104.05'N30°25'03"E90.75'36.9'36.8'26. 0 ' FIR E L A N E 24.0'FIRE LANE26. 0 ' FIR E L A N E 26.0'FIRE LANE26.0'FIRE LANE20.6'20.8'50' B U I L D I N G L I N E BUFFERYARD TYPE NOT APPLICABLE15' BUILDING LINE30' BUILDING LINE 28. 0 ' FIR E L A N E LOT 3R, BLOCK 1 SOUTHLAKE MEDICAL DISTRICT D213057720 LOT 2R, BLOCK 1 SOUTHLAKE MEDICAL DISTRICT D213057720 FOREST PARK MEDICAL CENTER MULTI LEVEL STUCCO BUILDING LOT 1R, BLOCK 1 SOUTHLAKE MEDICAL DISTRICT D213057720 4 STORY STUCCO PARKING GARAGE LOT 1, BLOCK 1 BRIGHTBILL ADDITION VOL. 388-162, PG. 73 P.R.T.C.T. JAMES MILNER AND SPOUSE, MARY J. MILNER INST. NO. D202374749 D.R.T.C.T. LOT 2R, BLOCK 2, REVISED SUMMERPLACE ADDITION VOL. 388-96, PG. 53 P.R.T.C.T. PRIVATE COMMERCIAL CONCRETE DRIVE PRIVATE RESIDENTIAL CONCRETE DRIVE PRIVATE COMMERCIAL GRAVEL DRIVE PRIVATE RESIDENTIAL CONCRETE DRIVE 26.0'FIRE LANE31. 4 ' E HIGHLAND ST S T A T E H I G H W A Y 1 1 4 S E R V I C E R O A D 615 614616 TW 617.25 608 615613614616BW 606.85 BW 606.67 TW 617.25 BW 606.60 BW 607.25 TW 617.25 EW 617.25 TW 617.25 BW 607.25 610 612 614 616 617 DETENTION 100 YR WSE = 616.25 BW 607.25 TW 617.25 EW 617.25 TW 617.25 BW 607.25 TW 617.25198'66'38'187'16'6 1 2 613 FEMA 100 YR WSE = 615.72 PROPOSED RETAINING WALL FUTURE SITE PAVING FUTURE BUILDING EXISTING RETAINING WALL TO REMAIN. ZONING: AG AGRICULTURAL L.U.D. = MEDIUM DENSITY RESIDENTIAL ZONING: NR PUD L.U.D. = MIXED USE NORTH OF S.H. 114 ZONING: SP2 GENERALIZED SITE PLAN ZONING: B2 COMMERCIAL MANUFACTURING WATER AND SANITARY SEWER EASEMENT 10' ONCOR EASEMENT DOC. NO. D212058867 15' DRAINAGE EASEMENT OFFSITE 15' SANITARY SEWER EASEMENT DETENTION EASEMENT DETENTION EASEMENT 15' WATER EASEMENT 10' ONCOR EASEMENT DOC. NO. D212058867 26' FIRE LANE, ACCESS, DRAINAGE & UTILITY EASEMENT WATER EASEMENT 2' BETWEEN FIRE LANE, ACCESS & UTILITY EASEMENT AND DRAINAGE EASEMENT WATER AND SANITARY SEWER EASEMENT WATER AND SANITARY SEWER EASEMENT 26' F I R E L A N E , AC C E S S , D R A I N A G E & UTI L I T Y E A S E M E N T26' FIRE LANE,ACCESS, DRAINAGE &UTILITY EASEMENT15' DRAINAGE EASEMENT This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.DATEAS SHOWNSHEET NUMBER CHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECTCAUTION!! EXISTING UNDERGROUND UTILITIES IN THE AREA CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY REPAIRS TO EXISTING UTILITIES DUE TO DAMAGE INCURRED DURING CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES ON THE PLANS. Know what'sbelow. Call Know what'sbelow. before you dig.before you dig. Know what'sbelow.LAST SAVED2/26/2021 2:37 PMPLOTTED BYLINDSLEY, LOGAN 2/26/2021 3:03 PMDWG PATHK:\DAL_Civil\064563900 - Southlake Methodist\4_Design\CAD\Preliminary EngineeringDWG NAMEC-SITE-PLAN.dwgIMAGESXREFS xTB-064563900 : xVS : xFuture : xsdFOR REVIEW ONLY Engineer P.E. No.Date NOT FOR CONSTRUCTION PURPOSES JEFFREY DOLIAN FOR REVIEW ONLY Engineer P.E. No.Date NOT FOR CONSTRUCTION PURPOSES FOR REVIEW ONLY Engineer P.E. No.Date NOT FOR CONSTRUCTION PURPOSES FOR REVIEW ONLY Engineer P.E. No.Date NOT FOR CONSTRUCTION PURPOSES FEB. 26, 2021 FOR REVIEW ONLY Engineer P.E. No.Date NOT FOR CONSTRUCTION PURPOSES 114926 © 2021 KIMLEY-HORN AND ASSOCIATES, INC.SUITE 700, DALLAS, TX 75240PHONE: 972-770-1300 FAX: 972-239-3820WWW.KIMLEY-HORN.COM TX F-92813455 NOEL ROAD, TWO GALLERIA OFFICE TOWERJWDSALJWD064563900FEBRUARY 26, 2021METHODISTSOUTHLAKEHOSPITALTEXASSOUTHLAKESITE PLANC-101 NORTH 0 GRAPHIC SCALE IN FEET 404020 1.UNLESS NOTED OTHERWISE, ALL DRIVEWAYS ARE TO BE CONCRETE PAVEMENT: REFERENCE SHEET A2.00 2.UNLESS NOTED OTHERWISE, ALL DRIVEWAYS ARE TO BE A MINIMUM OF 24'-0" IN WIDTH. 3.UNLESS NOTED OTHERWISE, ALL FIRE LANES ARE TO BE 26'-0" IN WIDTH. GENERAL NOTES X X XXXXXXXXXXXXXX XXXXXXXXXXXXXSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSSSSSSSSSSSS SS SS SS SSSSSSSSSSSSSSSSSSSSSS SS W W W W W W W W W W W W W W W W W W WWWW W W W W W W W W W W W WWWWWWWWWWWWWWWWWWWW W W W W W W W W O H E O H E O H E O H E O H E OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE OHE U G E U G E U G E U G E U G E U G E S0°50'11"W562.59'N88°49'39"W 1035.60' ∆=1°17'05" R=7529.44' L=168.81' CB=S59°28'53"E C=168.81' ∆=47°19'18" R=77.00' L=63.60' CB=N48°33'46"E C=61.80'N14°42'16"W21.63' N6 5 ° 0 8 ' 2 5 " W 44. 3 8 ' N24°51'35"E 20.78' N65°08'25"W 15.00' N24°51'35"E 10.00' N6 5 ° 0 8 ' 2 5 " W 54. 7 5 'N24°51'35"E207.70'S24°54'00"W 19.69' S6 5 ° 0 5 ' 5 9 " E 288 . 7 3 'N24°54'00"E95.81'N20°58'10"W196.15 ' ∆=51°23'13" R=120.00' L=107.62' CB=S4°43'26"W C=104.05'N30°25'03"E90.75'E HIGHLAND ST 615 614616 625622623624626620617618619621FEMA 100 YR WSE = 613.25 TOP OF DETENTION = 617.25620 62561661761861962162262362461 1 61 2 613620625619621622623624626627608 615613614616610 612 614 616 617 PROPOSED RETAINING WALL FUTURE SITE PAVING FUTURE BUILDING 6126136 1 1 616614198'66'38'187'16'REMOVE AND REPLACE 7" PCC FIRELANE PAVEMENT TO SUPPORT DETENTION REMOVAL.6156146156166 1 2 613 REMOVE AND REPLACE 7" PCC FIRELANE PAVEMENT TO SUPPORT DETENTION REMOVAL. EXISTING RETAINING WALL TO REMAIN. S T A T E H I G H W A Y 1 1 4 619.15619.30620.50619.50618.80620.50620.00619.20618.95620.00619.90618.50607.00 BW 607.00 BW 608.00 BW 608.00 BW 607.03 BW 608.00 BW 608.00 BW 617.00 TW 617.00 TW 617.00 TW 617.00 TW 617.00 TW 617.25 TW 617.25 TW 611.00 BW 617.00 TW DETENTION 100 YR WSE = 615.72 This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.DATEAS SHOWNSHEET NUMBER CHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECTCAUTION!! EXISTING UNDERGROUND UTILITIES IN THE AREA CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY REPAIRS TO EXISTING UTILITIES DUE TO DAMAGE INCURRED DURING CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES ON THE PLANS. Know what'sbelow. Call Know what'sbelow. before you dig.before you dig. Know what'sbelow.LAST SAVED2/26/2021 2:59 PMPLOTTED BYLINDSLEY, LOGAN 2/26/2021 3:03 PMDWG PATHK:\DAL_Civil\064563900 - Southlake Methodist\4_Design\CAD\Preliminary EngineeringDWG NAMEC-GRAD.dwgIMAGESXREFS xTB-064563900 : xVS : xFuture : xsdFOR REVIEW ONLY Engineer P.E. No.Date NOT FOR CONSTRUCTION PURPOSES JEFFREY DOLIAN FOR REVIEW ONLY Engineer P.E. No.Date NOT FOR CONSTRUCTION PURPOSES FOR REVIEW ONLY Engineer P.E. No.Date NOT FOR CONSTRUCTION PURPOSES FOR REVIEW ONLY Engineer P.E. No.Date NOT FOR CONSTRUCTION PURPOSES FEB. 26, 2021 FOR REVIEW ONLY Engineer P.E. No.Date NOT FOR CONSTRUCTION PURPOSES 114926 © 2021 KIMLEY-HORN AND ASSOCIATES, INC.SUITE 700, DALLAS, TX 75240PHONE: 972-770-1300 FAX: 972-239-3820WWW.KIMLEY-HORN.COM TX F-92813455 NOEL ROAD, TWO GALLERIA OFFICE TOWERJWDSALJWD064563900FEBRUARY 26, 2021METHODISTSOUTHLAKEHOSPITALTEXASSOUTHLAKEPAVING &GRADING PLANC-102 NORTH 0 GRAPHIC SCALE IN FEET 30 15 30 60 NOTES 1.ALL SPOT ELEVATIONS ARE TO TOP OF PAVEMENT UNLESS OTHERWISE NOTED. 2.CONTRACTOR TO VERIFY A.D.A. COMPLIANCE. FOR ANY QUESTIONS CONTACT CIVIL ENGINEER IMMEDIATELY. 3.GRADES IN ALL SIDEWALK, ACCESSIBLE ROUTES, INCLUDING DRIVEWAY CROSSINGS, SHALL CONFORM TO ALL APPLICABLE A.D.A. STANDARDS: NOT TO EXCEED 5.0% ALONG TRAVEL PATH WITH NOT MORE THAN 2.0% CROSS SLOPE AND NOT TO EXCEED 2.0% IN ANY DIRECTION IN ACCESSIBLE PARKING AREAS. 4.CONTRACTOR TO ADJUST EXISTING SANITARY SEWER MANHOLES, ELECTRICAL MANHOLES, FIRE HYDRANTS, VALVE BOXES, WATER METERS, STORM MANHOLES ETC. TO MATCH PROPOSED FINISHED GRADES, IF NECESSARY. 5.MAXIMUM SLOPE IN TURF AREAS SHAL BE 4:1. 6.REFER TO LANDSCAPE PLANS FOR GRADING DETAILS IN LANDSCAPE AREAS. PROPOSED CONTOURS EXISTING CONTOURS TOP OF PAVEMENT ELEVATION TOP OF GRATE INLET ELEVATION TOP OF LANDSCAPE ELEVATION MATCH EXISTING ELEVATION TOP OF WALL ELEVATION BOTTOM OF WALL ELEVATION DRAINAGE ARROW SWALE HIGH POINT 506.50TP LEGEND 506.50TG 506.50TL >>> 506.50ME 596.00TW 596.00BW EXISTING CONTOURS SHOWN ARE BASED ON THE TOPOGRAPHIC SURVEY PERFORMED BY ADAMS SURVEYING COMPANY DATED AUGUST 2, 2019 AND SUPPLEMENTED BY THE TOPOGRAPHIC SURVEY PERFORMED BY AJ BEDFORD DATED SEPTEMBER 29, 2011. SURVEY NOTES XXX X X X X X X X X X X X X X XXX X X X X X X X X X X X X X SS SS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSWWWWWWWWWWWWWWWWWWWWOHEOHEOHEOHEOHEOHEOHEOHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE UGEUGEUGEUGEUGEUGEUGEUGES0°50'11"W ∆=1°17'05" R=7529.44' L=168.81' CB=S59°28'53"E C=168.81' N20°5 8' 1 0 " W 196.1 5' ∆=51°23'13" R=120.00' L=107.62' N3 0 ° 2 5 ' 0 3 " E 90 . 7 5 'STATE HIGHWAY 114615614616622 620 617 618 619 621 620 616 617 618 619 621 612613 620 619 621 622608615 613 614 616 610612614616617612 613611 616 614 615 614 615 616612613 620.32 ME620.01 ME 620.00 ME619.34 ME 619.00 ME607.00 BW 607.00 BW 608.00 BW 608.00 BW 607.03 BW 608.00 BW 608.00 BW 617.00 TW 617.00 TW 617.00 TW 617.00 TW 617.00 TW 617.00 TW 617.00 TW 611.00 BW 617.00 TWA AB B0+00 . 0 0 1+00.00 2+00.00 2+49.02 0+50.00 1+50.00 18'607 SECTION B-B STA. 0+00 TO STA. 2+49 HORIZONTAL SCALE: 1"=20' VERTICAL SCALE: 1"=2' 605 610 615 620 625 605 610 615 620 625 0+00 1+00 2+00 2+49 PROP. OUTFALL STRUCTURE. REF. DETAIL - THIS SHEET 2' FREEBOARD 100 YEAR WATER SURFACE ELEVATION = 616.25 4:1 MAXPROP. RETAINING WALL. REF. STRUCTURAL PLANS FOR DETAILS FL = 606.60This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.DATEAS SHOWNSHEET NUMBER CHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECTLAST SAVED2/26/2021 2:53 PMPLOTTED BYLINDSLEY, LOGAN 2/26/2021 3:03 PMDWG PATHK:\DAL_Civil\064563900 - Southlake Methodist\4_Design\CAD\Preliminary EngineeringDWG NAMEC-Detention Pond Plan.dwgIMAGESXREFS xTB-064563900 : xVS : xFuture : xsdFOR REVIEW ONLY Engineer P.E. No.Date NOT FOR CONSTRUCTION PURPOSES JEFFREY DOLIAN FOR REVIEW ONLY Engineer P.E. No.Date NOT FOR CONSTRUCTION PURPOSES FOR REVIEW ONLY Engineer P.E. No.Date NOT FOR CONSTRUCTION PURPOSES FOR REVIEW ONLY Engineer P.E. No.Date NOT FOR CONSTRUCTION PURPOSES FEB. 26, 2021 FOR REVIEW ONLY Engineer P.E. No.Date NOT FOR CONSTRUCTION PURPOSES 114926 © 2021 KIMLEY-HORN AND ASSOCIATES, INC.SUITE 700, DALLAS, TX 75240PHONE: 972-770-1300 FAX: 972-239-3820WWW.KIMLEY-HORN.COM TX F-92813455 NOEL ROAD, TWO GALLERIA OFFICE TOWERJWDSALJWD064563900FEBRUARY 26, 2021METHODISTSOUTHLAKEHOSPITALTEXASSOUTHLAKEDETENTION PONDPLANC-103NORTH0 GRAPHIC SCALE IN FEET 20 10 20 40 POND A PROPOSED DETENTION POND 100-YEAR WSEL=616.25 608.0 FL TOP VIEW N.T.S. FRONT VIEW 606.6020"615.25 24" N.T.S. EMERGENCY SPILLWAY DETAIL 18.0' 1 4 H = 1.5'N.T.S. PILOT CHANNEL 6.0' 2.0%2.0%VARI A B L E S L O P E % NOTE: IF THE PRIMARY SPILLWAY BECOMES OBSTRUCTED, EMERGENCY OVERFLOW WILL BEGIN AT ELEVATION 615.50. USING THE WEIR EQUATION AND THE PARAMETERS LISTED BELOW, AN EMERGENCY OVERFLOW LENGTH OF 18.0 FEET IS NECESSARY TO CONVEY THE UNDETAINED 100-YEAR PEAK FLOW. Q = C*L*H1.5 Qundetained = 98.53 cfs C = 3.0 H = 1.5' L = 18.0' WEIR CALCULATIONS: Q = C*L*H1.5 C = 3.0 OPENING #1 A = 3.33 FT2 INVERT ELEVATION = 606.60 H = WSEL - DOWNSTREAM HGL WSEL2-YR = 612.85 WSEL10-YR = 613.80 WSEL100-YR = 615.72 DOWNSTREAM HGL 2-YR = 612.83 DOWNSTREAM HGL10-YR = 612.90 DOWNSTREAM HGL100-YR = 613.20 OPENING #2 A = 0.72 FT2 INVERT ELEVATION = 614.00 H = WSEL - CENTROID NOTE: IF THE DOWNSTREAM HGL IS GREATER THAN THE CENTROID THEN THE DOWNSTREAM HGL WAS USED IN THE ORIFICE CALCULATION. WSEL100-YR =615.72 N.T.S. SECTION A-A 6' PILOT CHANNEL VARIABLE WIDTH N.T.S. SEE PILOT CHANNEL DETAIL 5'6"6" 6"6" ORIFICE CALCULATIONS: Q = C*A*(2*g*H)0.5 C = 0.6 g = 32.2 FT/S2 5'6"6"POND OUTFALL JUNCTION BOX DETAILS WSEL2-YR =612.85 WSEL10-YR=613.80 OPENING #1 OPENING #2 614.008"CITY OF SOUTHLAKE MANHOLE 607.0 FL EX. 30" RCP 165 LF - 6' WIDE CONCRETE PILOT CHANNEL (SEE DETAIL) VARIABLE WIDTH PROP. RETAINING WALL PROP. RETAINING WALL POND OUTFALL JUNCTION BOX (SEE DETAIL THIS SHEET) PROP. SPILLWAY LOCATION (SEE DETAIL THIS SHEET) X X X XXXXXXXXXXX XXXXXXXXXXSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSSSS SS SS SS SS SS SS SSSSSSSSSSSSSSSSSS SS SS SSSSSSSSSSSSSS SS SSSS SS SS W W W W W W W W W W W W W W W W W W W W W W WWW W W W W W W W W W W W W WWWWW WWWWWWWWWWWWWWWWWWWWW W W W W WW W W W W O H E O H E O H E O H E O H E O H E O H E OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE W W W W W W W W W W W W W W W W W W W W W W W W W SSSSU G E U G E U G E U G E U G E U G E U G E U G E S0°50'11"W562.59'N88°49'39"W 1035.60' ∆=1°17'05" R=7529.44' L=168.81' CB=S59°28'53"E C=168.81' S6 1 ° 0 8 ' 1 3 " E 21 1 . 7 5 'N24°54'00"E96.31'∆=47°19'18" R=77.00' L=63.60' CB=N48°33'46"E C=61.80'N14°42'16"W21.63' N6 5 ° 0 8 ' 2 5 " W 44. 3 8 ' N24°51'35"E 20.78' N65°08'25"W 15.00'N24°51'35"E 10.00' N6 5 ° 0 8 ' 2 5 " W 54. 7 5 'N24°51'35"E207.70'S6 5 ° 0 6 ' 0 0 " E 202 . 0 6 ' S24°54'00"W 19.69' S6 5 ° 0 5 ' 5 9 " E 288 . 7 3 'N24°54'00"E95.81'N20°58'10"W196.15 ' ∆=51°23'13" R=120.00' L=107.62' CB=S4°43'26"W C=104.05'N30°25'03"E90.75'50' B U I L D I N G L I N E BUFFERYARD TYPE NOT APPLICABLE15' BUILDING LINE30' BUILDING LINE E HIGHLAND ST S T A T E H I G H W A Y 1 1 4 S E R V I C E R O A D 615 614616 607608 615613614616610 612 614 616 617 6 1 2 613 STA: 4+35.09, ST LINE A INSTALL: CONNECT TO EX. 24" RCP W/ PROP. MANHOLE RIM: 619.49 FL 36": 614.12 STA: 4+28.49, ST LINE A PT FL 36": 613.89 FL 36": 613.89 STA: 3+93.04, ST LINE A STA: 0+00.00, ST LAT A-4 INSTALL: 12" PVC CONNECTION FL 36": 612.64 STA: 0+43.65, ST LAT A-4 12" CONNECTION TO PARKING GARAGE FL 12": 616.00 STA: 0+70.29, ST LAT A-3 12" CONNECTION TO PARKING GARAGE FL 12": 616.00 STA: 2+85.56, ST LINE A STA: 0+00.00, ST LAT A-3 INSTALL: 12" PVC CONNECTION PVI FL 36": 608.86 STA: 0+69.93, ST LAT A-1 CONNECT TO EXISTING CURB INLET TC: 619.00 FL 18": 615.00 STA: 0+84.18, ST LAT A-2 CONNECT TO EXISTING CURB INLET TC: 621.00 FL 18": 616.80 STA: 0+15.36, ST LAT A-1 STA: 0+00.00, ST LAT A-2 INSTALL: 45° WYE FL 18": 610.32 STA: 0+84.69, ST LINE A STA: 0+00.00, ST LAT A-1 INSTALL: 60° WYE FL 36": 608.25 STA: 1+00.06, ST LINE A PC FL 36": 608.30 FL 36": 608.30 STA: 0+00.00, ST LINE A INSTALL: 30" HEADWALL FL 36": 608.00 STA: 0+10.92, ST LINE A INSTALL: 45° BEND FL 36": 608.03 FL 36": 608.03 STA: 0+15.92, ST LINE A INSTALL: 30° BEND FL 36": 608.05 FL 36": 608.05 STA: 0+00.00, ST LINE B INSTALL: 36" HEADWALL FL 36": 607.00 STA: 0+06.18, ST LINE B INSTALL: 45° BEND FL 36": 607.06 FL 36": 607.06 STA: 0+17.57, ST LINE B INSTALL: 45° BEND FL 36": 607.18 FL 36": 607.18STA: 0+80.00, ST LINE B PVI FL 36": 607.80 FL 36": 607.80 STA: 1+79.55, ST LINE B CONNECT TO EX. 24" RCP W/ PIPE SIZE CHANGE CONTRACTOR TO FIELD VERIFY FLOWLINE FL 36": 613.95 0+0 0 0+7 0 0+00 0+84 0+ 0 0 0+ 7 0 0+000+440+00 1+002+003+004+004+35 0+001+ 0 0 1+ 8 0 12" PVC12" P V C 18" RCP 18" R C P 36" RCP36 " R C P STA: 2+89.20, ST LINE A PC FL 36": 608.98 FL 36": 608.98 STA: 1+67.63, ST LINE A PT FL 36": 608.50 FL 36": 608.50 3 6 "R C PThis document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.DATEAS SHOWNSHEET NUMBER CHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECTCAUTION!! EXISTING UNDERGROUND UTILITIES IN THE AREA CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY REPAIRS TO EXISTING UTILITIES DUE TO DAMAGE INCURRED DURING CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES ON THE PLANS. Know what'sbelow. Call Know what'sbelow. before you dig.before you dig. Know what'sbelow.LAST SAVED2/26/2021 2:57 PMPLOTTED BYLINDSLEY, LOGAN 2/26/2021 3:03 PMDWG PATHK:\DAL_Civil\064563900 - Southlake Methodist\4_Design\CAD\Preliminary EngineeringDWG NAMEC-STRM.dwgIMAGESXREFS xTB-064563900 : xVS : xFuture : xsdFOR REVIEW ONLY Engineer P.E. No.Date NOT FOR CONSTRUCTION PURPOSES JEFFREY DOLIAN FOR REVIEW ONLY Engineer P.E. No.Date NOT FOR CONSTRUCTION PURPOSES FOR REVIEW ONLY Engineer P.E. No.Date NOT FOR CONSTRUCTION PURPOSES FOR REVIEW ONLY Engineer P.E. No.Date NOT FOR CONSTRUCTION PURPOSES FEB. 26, 2021 FOR REVIEW ONLY Engineer P.E. No.Date NOT FOR CONSTRUCTION PURPOSES 114926 © 2021 KIMLEY-HORN AND ASSOCIATES, INC.SUITE 700, DALLAS, TX 75240PHONE: 972-770-1300 FAX: 972-239-3820WWW.KIMLEY-HORN.COM TX F-92813455 NOEL ROAD, TWO GALLERIA OFFICE TOWERJWDSALJWD064563900FEBRUARY 26, 2021METHODISTSOUTHLAKEHOSPITALTEXASSOUTHLAKESTORM PLANC-104 NORTH PROPERTY LINE PROPOSED CONTOURS EXISTING CONTOURS FUTURE IMPROVEMENTS PROPOSED STORM EXISTING STORM LEGEND 624 624 0 GRAPHIC SCALE IN FEET 404020 This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc.DATEAS SHOWNSHEET NUMBER CHECKED BYSCALEDESIGNED BYDRAWN BYKHA PROJECTLAST SAVED2/26/2021 11:42 AMPLOTTED BYLINDSLEY, LOGAN 2/26/2021 3:03 PMDWG PATHK:\DAL_Civil\064563900 - Southlake Methodist\4_Design\CAD\Preliminary EngineeringDWG NAMEC-Drainage Calculations.dwgIMAGESXREFS xTB-064563900 : xVS : xFuture : xsdFOR REVIEW ONLY Engineer P.E. No.Date NOT FOR CONSTRUCTION PURPOSES JEFFREY DOLIAN FOR REVIEW ONLY Engineer P.E. No.Date NOT FOR CONSTRUCTION PURPOSES FOR REVIEW ONLY Engineer P.E. No.Date NOT FOR CONSTRUCTION PURPOSES FOR REVIEW ONLY Engineer P.E. No.Date NOT FOR CONSTRUCTION PURPOSES FEB. 26, 2021 FOR REVIEW ONLY Engineer P.E. No.Date NOT FOR CONSTRUCTION PURPOSES 114926 © 2021 KIMLEY-HORN AND ASSOCIATES, INC.SUITE 700, DALLAS, TX 75240PHONE: 972-770-1300 FAX: 972-239-3820WWW.KIMLEY-HORN.COM TX F-92813455 NOEL ROAD, TWO GALLERIA OFFICE TOWERJWDSALJWD064563900FEBRUARY 26, 2021METHODISTSOUTHLAKEHOSPITALTEXASSOUTHLAKEDRAINAGECALCULATIONSC-105