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Item 6 - Plat & PlansWHITE CHAPELBOULEVARD(A VARIABLE WIDTH RIGHT-OF-WAY)CARILLON PHASE 1A INST.NO. D211101073 P.R.T.C.T. OPEN SPACE OPEN SPACE MONTE CAR L O DRIVE (51-FOOT W I D E R I G H T - O F - W A Y ) CARILLON PHASE 2A-1 INST. NO. D213015134 P.R.T.C.T. PALLADIAN D R I V E (90-FOOT W I D E R I G H T - O F - W A Y ) CARILLON PHASE 2A-2 TRACT 2BRIAN ZVONECEK INST. NO. D204133485 O.P.R.T.C.T. FRANCIS SHIVERS INST. NO. D212271966 O.P.R.T.C.T. THE SHIVERS FAMILYPARTNERSHIP, LTD.VOL. 13218, PG. 461 D.R.T.C.T. 13' SHARED ACCESS EASEMENTINST. NO. D216217890 O.P.R.T.C.T.ABANDONED BYINST. NO. ___________ O.P.R.T.C.T. 10' UTILITY EASEMENTINST. NO. D211080420O.P.R.T.C.T. DRAINAGE EASEMENT INST. NO. D211117912 O.P.R.T.C.T.ABANDONED BY SEPARATEINSTRUMENT EASEMENT 5/8" IRFC"JACOBS" 10' UTILITY EASEMENTINST. NO. D211080420 O.P.R.T.C.T.RIVERA DRIVE(A VARIABLE WIDTH RIGHT-OF-WAY)E. KIRKWOOD BOULEV A R D (A VARIABLE WIDTH RIG H T - O F - W A Y ) CARILLON PHASE 1AINST. NO. D211101073P.R.T.C.T.N0°18'41"W502.90'S6°17'02"E675.59'N83°42'58"E 24.24' 7 6 20 6 5 N89°41'19"E 564.61'S0°18'41"E145.50'S89°41'19"W 511.25'N0°18'41"W145.50'N46°15'49"E 38.79'S8°06'49"E77.79'S0°18'41"E293.00'N0°18'41"W146.50'S89°41'19"W 568.64' N89°41'19"E 568.64' C3 N83°42'58"E 99.07'S6°17'02"E401.69'N83°42'58"E 265.50'S6°17'02"E681.77'C1S12°36'38"E183.55 ' C2 S83°42'58"W 99.07' N83°42'58"E 147.39' N89°41'19"E 553.14'C5 N83°42'58"E 99.07' 53.36'495.75'15.50' 15.50'553.14' 145.50' 120.00'120.00'506.18'55.59'C6 18 24 10 107354289 12 25 24 23 22 21 16191817 1 2 4 5 1178910 13 12 9 8 7 6 2 4 1 13 14 15 23 22 21 20 19 17 16 10 9 8 4 5 6 3 3 11 1415 12 5/8" IRFC"JACOBS" 5/8" IRFC"JACOBS" BLOCK A X BLOCK B BLOCK B BLOCK C BLOCK D BLOCK D BLOCK E51.0'45.50'45.50'45.50'45.41'20.0'51.0'51.0'20.0'20.0'20.0'20.0'51.0'20.0'20.0'20.0' 51.0' 51.0' 20.0' 51.0' 51.0' 51.0'51.0'51.0'20.0' 20.0' 20.0' 20.0' 20.0'20.0'25.5'25.5'25.5'25.5'25.5'25.5'25.5'25.5'25.5' 10' BUILDING LINE 10' BUILDING LINE STREET B (A 51' RIGHT-OF-WAY) STREET D (A 51' RIGHT-OF-WAY)STREET A(A VARIABLE WIDTHRIGHT-OF-WAY)STREET E (A 51' RIGHT-OF-WAY) 20' PRIVATEALLEY 20' PRIVATEALLEY20' PRIVATEALLEY10' BUILDING LINE 15' BUILDING LINE 10' BUILDING LINE10' BUILDING LINE15' BUILDING LINE15' BUILDINGLINE15' BUILDINGLINE10' BUILDING LINE SETBACKBUILDING LINE15' BUILDING LINE12X96.0'96.0'96.0'48.0'48.0'53.0'43.0'ST. TROPEZDRIVE(A 51' RIGHT-OF-WAY)51.0' CARILLON PHASE 1A INST.NO. D211101073 P.R.T.C.T.51.0'53.0'90.0'RIVERA LANE (A VARIABLE WIDTH RIGHT-OF-WAY) 106.6' 20' PRIVATEALLEY 20' PRIVATEALLEY 20' ALLEY 25.5' 25.5'25.5'20' ALLEYBLOCK F R.O.W. DEDICATION 0.7686 ACRES 33,482 SQ. FT. R.O.W. DEDICATION 0.0843 ACRES 3,672 SQ. FT.4.0'5/8" IRFC "JACOBS" 11 13 N0°43'04"W456.67'S89°29'22"W46.55'N0°18'41"W725.92'N89°41'19"E 64.76' N44°26'49"E 28.31' N89°24'03"E 338.61' ∆=5°41'05" R=1048.00' L=103.98' CB=N86°33'30"E C=103.94'S83°42'58"W 471.23' N51°17'02"W28.28'4.0'116.36'146.00' 2.55' 13 30.00'25.00' 27 30.00'30.00'25.00'30.00'30.00' 30.00'30.00'X X X X X X X VISIBILITY EASEMENT(BY THIS PLAT)S13°35'13"W 43.16' 10.40' 42.73'VISIBILITYEASEMENT(BY THIS PLAT)N14°24'58"W42.07' 10.00'40.00'10' BUILDINGSETBACK LINE15.92' 5/8" IRFC "JACOBS" 5/8" IRFC"JACOBS" 5/8" IRFC "JACOBS" 5/8" IRF 5/8" IRFC"JACOBS" 5/8" IRFC"JACOBS" 5/8" IRFC "JACOBS"5/8" IRFC "JACOBS" 14 11 26 1 3 1 26 25 33' WATER AND SANITARYSEWER EASEMENT (BY THIS PLAT) 2 S0°18'41"E110.00'S0°18'41"E110.00'S0°18'41"E110.00'S0°18'41"E110.00'S0°18'41"E110.00'S0°18'41"E110.00'S0°18'41"E110.00'S0°18'41"E110.00'S0°18'41"E110.00'S0°18'41"E111.00'S0°18'41"E111.00'S0°18'41"E111.00'S0°18'41"E111.00'S0°18'41"E111.00'S0°18'41"E111.00'S0°18'41"E111.00'S0°18'41"E111.00'S0°18'41"E111.00'S0°18'41"E111.00'S4°06'04"E111.12'S6°17'02"E111.00'S0°18'41"E111.00'S0°18'41"E111.00'S0°18'41"E111.00'S0°18'41"E111.00'S0°18'41"E111.00'S0°18'41"E111.00'S0°18'41"E111.00'S0°18'41"E111.00'S0°18'41"E111.00'S0°18'41"E111.00'S3°15'55"E111.08'S6°17'02"E111.00'S0°18'41"E111.00'S0°18'41"E111.00'S0°18'41"E111.00'S0°18'41"E111.00'S0°18'41"E111.00'S0°18'41"E111.00'S0°18'41"E111.00'S0°18'41"E111.00'S0°18'41"E111.00'S0°18'41"E111.00'S0°18'41"E111.00'S4°32'00"E111.05'S6°17'02"E111.00'S83°42'58"W 110.02'S83°42'58"W 110.00' S83°42'58"W 110.00' S83°42'58"W 110.00' S83°42'58"W 110.00' S83°42'58"W 110.00' S83°42'58"W 110.00' S83°42'58"W 110.00' S83°42'58"W 110.00' S83°42'58"W 110.00' S83°42'58"W 110.00' S83°42'58"W 110.00' S83°42'58"W 110.00' S83°42'58"W 110.00' S83°42'58"W 110.00'S83°42'58"W 110.00' S83°42'58"W 110.00' S83°42'58"W 110.00' BLOCK A ALLEY A 10 4.3 8 ' 59.25' L265.00'C724.25'46.00' 46.00' 46.00' 46.00' 46.00' 46.00' 46.00' 46.00' 46.00' 46.00' 46.00' 46.00' 46.00' 46.00' 46.00' 46.00' 19.00' C8 65.00'L1 54.00' 57.00' L687.50'L343.50'47.00' 47.00' 47.00' 47.00' 47.00' 47.00' 47.00' 47.00' 47.00' 47.00' 47.00' 47.00' 47.00' 47.00' 47.00' 47.00' 47.00' 47.00' 42.64' 4.36' 11.70' 42.64' 29.5 7 ' 17.43' 17.43' 3 3.8 0 ' 39.20'L 4 79.62'L5 51.15' L1 087.50'L7 57.00' 43.50' 47.00' 47.00' 47.00' 47.00' 47.00' 47.00' 47.00' 47.00' 47.00' 47.00' 47.00' 47.00' 47.00' 47.00' 47.00' 47.00' 47.00' 47.00' 70.00' 42.64' 4.36' 10.08' 42.64' 4 3.23 ' 3.67' 3.67' 49.07 ' 64.90'L8 87.50'L951.40' C966.00'L13 62.00' 27.00' 47.00' 47.00' 47.00' 47.00' 47.00' 47.00' 47.00' 47.00' 47.00' 47.00' 47.00' 47.00' 47.00' 47.00' 47.00' 47.00' 47.00' 47.00' 47.00' 47.00' 21.64' 25.36' 33.54'21.64' 39.11'8.58' 8.58' 42.50 ' 46.50'L1 1 87.50'L12 60.00' 79.78'46.00'63.98'110.00'L14283.78'4.00' 110.00'20.00'46.00'24.00'C1047.61'47.61'62.00'62.00'L16 60.00' C1 1 18.68'48.68'47.00'47.00'47.00'47.00'47.00'47.00'47.00'L2 147.00'48.00'48.00'48.00'48.00'48.00'48.00'48.00'110.00'48.00'48.00'48.00'48.00'48.00'110.00'48.00'48.00'48.00'48.00'61.00'61.00'48.00'48.00'48.00'48.00'48.00'48.00'58.00'L18 86.50'L1 744.50'43.07'L2085.00'L1958.07'9.94' 25.09' L22 85.09'27.11' 57.11' 36.54' L24125.00'531.25'344.00'452.64' 342.62' 100.45'L2 3 20.55' L15 C12 C 1 3 C14STREET C(A 51' RIGHT-OF-WAY)ALLEY F ALLEY C ALLEY B ALLEY E ALLEY D15' DRAINAGE EASEMENT (BY THIS PLAT) 7' REAR YARDSETBACK 7' REAR YARDSETBACK 7' REAR YARDSETBACK 7' REAR YARD SETBACK 7' REAR YARDSETBACK7' REAR YARDSETBACK6' SIDE YARD SETBACK 6' SIDE YARD SETBACK 6' SIDE YARD SETBACK 5' UTILITY EASEMENT(BY THIS PLAT) 5' UTILITY EASEMENT (BY THIS PLAT)15' BUILDING LINE20' GARAGESETBACK 20' GARAGESETBACK PEDESTRIAN ACCESSEASEMENT(BY THIS PLAT)5' UTILITY EASEMENT(BY THIS PLAT)N0°18'41"W725.92'N0°18'41"W502.90'44.00'30.00' S6°17'02"E 47.32'10.67'98.02'146.50'146.50'STREE T A (A VARI A B L E W I D T H RIGHT- O F - W A Y )S6°17'02"E120.58'S8°02'08"E97.99'N5°33'48"E87.75'N0°43'05"W135.58'52.02' 3 6 7 5 4 1 2 ∆=28°33'53" R=256.00' L=127.63' CB=S23°03'47"EC=126.31' ∆=23°50'20"R=244.00'L=101.52'CB=N25°25'33"WC=100.79' X 7' REAR YARDSETBACK 10' BUILDINGLINE 87.00' 14XC15 S41°23'44"E71.51'C1 6 C17 N80°28'06"W 63.98' R=17.50' L37 69.00' 64.49' N77°23'22"E 138.65' C18 65.97'46.00 '46.00'46.00 ' S.S.E.(BY THIS PLAT)36.52'15.08'15.00'37.50'L40 L39 9.98' 2.76' S13°20'16"W 41.10'39.94'VISIBILITYEASEMENT(BY THIS PLAT) 8' PEDESTRIANACCESSEASEMENT(BY THIS PLAT) 8' PEDESTRIAN ACCESSEASEMENT(BY THIS PLAT) 8' PEDESTRIAN ACCESSEASEMENT(BY THIS PLAT) 5.66' 111.00' 111.00' 111.00' 111.00'35.03'46.00 '46.00 '46.00 '60.44' 18.44' 15 S89°41'19"W 452.64'C20 L31 L30 L29 L28 S83°42'58"W 153.12'L27L26 C19 N12°36'38"W245.55 ' 3.30' N77°23'22"E 195.80' L25 S13°30'22"E 33.31' 12 1 143.57'228.97'S85°43'06"E 143.35'116.24'N0°18'41"W176.26'N85°43'06"W 35.11'N0°18'41"W123.83'∆=57°03'31" R=215.00' L=214.11' CB=N48°19'19"W S89°41'19"W12.00' S0°18'41"E43.00' 178.68' N0°18'41"W 142.38'30.0'30.0'35.0'35.0' 100.32' 22.50' 21.38' ∆=46°24'12"R=30.00' L=24.30'CB=N22°53'25"EC=23.64'N0°18'41"W87.33'8.71'PROPOSED COMMON ACCESS, FIRE LANE,DRAINAGE, AND UTILITYEASEMENT INST. NO. _______________O.P.R.T.C.T. PROPOSED S.S.E. 15' DRAINAGEEASEMENT (BY THIS PLAT) COMMON ACCESS, FIRE LANE, DRAINAGE,AND UTILITY EASEMENT(BY THIS PLAT) S.S.E.(BY THIS PLAT) CURVE TABLE NO. C1 C2 C3 C5 C6 C7 C8 C9 C10 C11 C12 C13 C14 C15 C16 C17 C18 C19 C20 C21 C22 C23 DELTA 6°19'36" 5°58'21" 5°58'21" 5°58'21" 43°25'30" 90°00'00" 90°00'00" 90°00'00" 90°00'00" 90°00'00" 46°03'35" 80°39'26" 97°43'27" 31°13'12" 35°06'42" 37°27'09" 90°00'00" 6°19'36" 5°58'21" 65°58'38" 78°52'16" 65°44'40" RADIUS 100.00' 739.50' 593.00' 446.50' 100.00' 40.00' 40.00' 40.00' 40.00' 40.00' 61.00' 29.00' 29.00' 100.00' 100.00' 50.00' 52.00' 110.00' 749.50' 190.00' 200.00' 400.00' LENGTH 11.04' 77.09' 61.81' 46.54' 75.79' 62.83' 62.83' 62.83' 62.83' 62.83' 49.04' 40.82' 49.46' 54.49' 61.28' 32.68' 81.68' 12.15' 78.13' 218.79' 275.31' 458.98' CHORD BEARING S09°26'50"E S86°42'08"W N86°42'08"E N86°42'08"E N67°58'34"E N44°41'19"E S45°18'41"E N45°18'41"W S38°42'58"W S51°17'02"E N63°54'41"W S46°36'45"E N40°49'36"E S25°47'08"E S23°50'23"E S64°59'24"W S57°36'38"E S09°26'50"E N86°42'08"E N52°46'53"W N19°38'34"E S33°11'01"E CHORD 11.04' 77.05' 61.79' 46.52' 73.99' 56.57' 56.57' 56.57' 56.57' 56.57' 47.73' 37.54' 43.68' 53.82' 60.33' 32.10' 73.54' 12.14' 78.09' 206.90' 254.08' 434.21' LINE TABLE NO. L1 L2 L3 L4 L5 L6 L7 L8 L9 L10 L11 L12 L13 L14 L15 L16 L17 L18 L19 L20 L21 L22 BEARING S44°41'19"W N45°18'41"W N44°41'19"E S39°00'07"E S38°42'58"W N45°18'41"W N44°41'19"E S51°17'02"E S38°42'58"W N45°18'41"W S51°17'02"E S38°42'58"W N44°41'19"E N38°42'58"E N67°00'16"W N38°42'58"E N51°17'02"W S38°42'58"W N51°17'02"W S38°42'58"W S51°17'02"E N38°42'58"E LENGTH 7.07' 7.07' 26.16' 31.35' 7.07' 7.07' 7.07' 7.07' 26.16' 26.16' 26.16' 7.07' 7.07' 28.28' 17.35' 14.14' 26.16' 7.07' 7.07' 28.28' 28.15' 7.07' LINE TABLE NO. L23 L24 L25 L26 L27 L28 L29 L30 L31 L32 L33 L37 L39 L40 BEARING S51°17'02"E N45°18'41"W S58°03'30"E N06°17'02"W N51°17'02"W S89°41'19"W N06°17'02"W N51°17'02"W S83°42'58"W S70°12'26"W S23°56'39"W S31°56'30"W N89°41'19"E N89°41'19"E LENGTH 28.57' 7.07' 7.13' 25.09' 7.07' 2.89' 20.86' 7.07' 68.57' 10.00' 65.00' 7.02' 14.76' 16.30' STREET ALLEY 7' REAR YARDSETBACK 20' GARAGE SETBACK 10' BUILDING LINE 6' MINIMUM BUILDINGSEPARATION5' A.M.A.O.D.E.(SEE DETAIL NOTE)DWG NAME: K:\DAL_SURVEY\064514102-CARILLON PARC SOUTHLAKE\DWG\064514102-CARILLON SOUTHLAKE_FP.DWG PLOTTED BY BOOTH, PENNY 10/5/2022 5:05 PM LAST SAVED10/5/2022 3:34 PM Scale Drawn by 1" = 60' Checked by Date Project No.Sheet No. Tower, Suite 700, Dallas, Texas 7524013455 Noel Road, Two Galleria Office Tel. No. (972) 770-1300Fax No. (972) 239-3820FIRM # 10115500 GRAPHIC SCALE IN FEET0603060 120 1" = 60'@ 24X36 NORTH NOT TO SCALEVICINITY MAP NORTH FLOOD STATEMENT: According to Federal Emergency Management Agency's Flood Insurance Rate Map No. 4806120085K, forTarrant County, Texas and incorporated areas, dated September 25, 2009, this property is located within: If this site is not within an identified special flood hazard area, this flood statement does not imply that theproperty and/or the structures thereon will be free from flooding or flood damage. On rare occasions, greater floods can and will occur and flood heights may be increased by man-made or natural causes. This flood statement shall not create liability on the part of the surveyor. OWNER:CARILLON PARC DEVELOPMENT PARTNERS, LP 161 SUMMIR AVENUE SOUTHLAKE, TX 76092 CONTACT: JOHN TERREL SURVEYOR:KIMLEY-HORN AND ASSOCIATES, INC.13455 NOEL ROAD, TWO GALLERIAOFFICE TOWER, SUITE 700 DALLAS, TEXAS 75240 CONTACT: ANDY DOBBS, R.P.L.S. PHONE: 972-770-1300 NOTES: 1. Area tables on Sheet 3. 2. All corners are a 5/8-inch iron rod with red plastic cap stamped "KHA" set unless otherwise noted. 3. Notice: Selling a portion of this addition by metes and bounds is a violation of city subdivision ordinance andstate platting statutes and is subject to fines and withholding of utilities and building permits. 4. Lots marked with a [ * ] are dedicated to the City of Southlake as parkland dedication or for the use as a City Library and possible multi-use/performance arts building(s). Vehicular and pedestrian public access will be provided to these facilities. Parkland dedication to be a minimum of 8 acres but not to exceed 9 acres for City of Southlake Park. Final location and design to be finalized with 380 agreement and final plat to be approved by City Council. 5. Detail Note: All zero setback lots shall have a 5' Private Maintenance, Drainage, Access, Wall Maintenance,and Aerial Overhang Easement on lot adjacent to the zero setback property line. 6. All alleys are private and include a Private Access, Drainage, and Utility Easement. 7. Lots marked with "X" are Home Owners Association lots. 8. Right-of-way dedication for turn lanes can extend into Lot 12X, Block A as required by Public Works/Engineering. ENGINEER:KIMLEY-HORN AND ASSOCIATES, INC.13455 NOEL ROADTWO GALLERIA OFFICE TOWER, SUITE 700 DALLAS, TEXAS 75240 CONTACT: JOSEPH HORNISHER, P.E. PHONE: 972-770-1300 PCB/MGB 064514102 1 OF 3JAD MATCH LINE (SEE SHEET 2) LEGEND P.O.B. = POINT OF BEGINNING Δ = CENTRAL ANGLEA.M.A.O.D.E. = PRIVATE MAINTENANCE,DRAINAGE, ACCESS, WALL MAINTENANCE, AND AERIAL OVERHANG EASEMENTD.R.T.C.T. = DEED RECORDS OF TARRANTCOUNTY, TEXASO.P.R.T.C.T. = OFFICIAL PUBLIC RECORDS, TARRANT COUNTY, TEXASN.T.S. = NOT TO SCALES.S.E. = SANITARY SEWER EASEMENT DETAIL SCALE 1"=60' Oct. 2022 FINAL PLAT CARILLON PARC ADDITION 79 SINGLE FAMILY LOTS 10 HOMEOWNERS' ASSOCIATION LOTS 21.9265 ACRES CASE NO. ZA22-0033 LARKIN H. CHIVERS SURVEY, ABSTRACT NO. 300 CITY OF SOUTHLAKE, TARRANT COUNTY, TEXAS 40.00' STAT E H I G H W A Y 1 1 4 (A VA R I A B L E W I D T H R I G H T - O F - W A Y )WHITE CHAPELBOULEVARD(A VARIABLE WIDTH RIGHT-OF-WAY)CARILLON PHASE 2A-1 INST. NO. D213015134P.R.T.C.T. PALLADIAN D R I V E (90-FOOT WI D E R I G H T - O F - W A Y ) CARILLON PHASE 2A-2 INST. NO. D213015133 P.R.T.C.T. SOUTHLAKE JOINT VENTURE, LLCINST. NO. D217205606O.P.R.T.C.T. HOPKINS DALLAS PROPERTIES, LTD. INST. NO. D201201397 O.P.R.T.C.T. TRACT 2 BRIAN ZVONECEK INST. NO. D204133485O.P.R.T.C.T. FRANCIS SHIVERS INST. NO. D212271966 O.P.R.T.C.T. 20' UTILITY EASEMENTINST. NO. D211080416INST. NO. D211103647 O.P.R.T.C.T.WATER LINE EASEMENTINST. NO. D211236610O.P.R.T.C.T.(63-F O O T W I D E R I G H T - O F - W A Y ) N83°42'58"E24.24'N0°18'41"WS89°41'19"W 568.64'N83°42'58"E 265.50'C1S12°36'38"E183.55' C2 S83°42'58"W 99.07'145.50' 120.00'55.59'5/8" IRFC"JACOBS" 5/8" IRFC"JACOBS" BLOCK C BLOCK E 45.50'45.41'20.0'20.0'51.0'51.0'20.0' 20.0'25.5'25.5'STREET E (A 51' RIGHT-OF-WAY) 20' PRIVATEALLEY 20' PR IVATEALLEY15' BUILDING LINE 15' BUILDING LINE 90.0'RIVERA LANE (A VARIABLE WIDTH RIGHT-OF-WAY) BLOCK G BLOCK G BLOCK G BLOCK F STREET G(A VAR IABLE W IDTHRIGHT -OF-WAY)STREET F(A VARIABLE WIDTHRIGHT-OF-WAY)5/8" IRFC"JACOBS" N66° 0 3 ' 2 1 " W 938.9 8 ' N0°34'16"W95.22' S89°27'53"W 13.90'N0°43'04"W456.67'S89°29'22"W 46.55'116.36'146.00'12.0'12.0'50.00' 2.55'123.74'30.00'30.00'X X 50' B U I L D I N G SETB A C K L I N E10' BUILDING SETBACK LINEVISIBILITY EASEMENT(BY THIS PLAT)S13°35'13"W43.16' 10.40' 42.73'VISIBILITYEASEMENT(BY THIS PLAT)N14°24'58"W42.07' 10.00'40.00'10' BUILDINGSETBACK LINE20' L A N D S C A P E B U F F E R (BY T H I S P L A T ) *BLOCK H ACCE S S P E R M I T T E D VOL. 1 2 5 4 5 , P G . 1 8 6 0 D.R.T . C . T . ACCE S S P E R M I T T E D VOL. 1 2 6 1 1 , P G . 1 5 0 D.R.T . C . T . IRSC 5/8" IRFC"C&B" 5/8" IRFC"JACOBS" ACCE S S P E R M I T T E D VOL. 1 4 0 9 4 , P G . 2 4 1 D.R.T. C . T . ACC E S S P E R M I T T E D VOL. 1409 4 , P G . 2 4 0 D.R.T . C . T . ACC E S S D E N I E D VOL. 1 4 0 9 4 , P G . 2 4 0 D.R.T. C . T . BRASS TXDOTDISK FOUND P.O.B. BRASS TXDOT DISK FOUND 10' BUILDINGSETBACK LINEVISIB I L I T Y E A S E M E N T BY T H I S P L A T 10.00' 33' WATER AND SANITARY SEWER EASEMENT(BY THIS PLAT) C 9 27.00'47.00'47.00'47.00'47.00'47.00'47.00'47.00'47.00'47.00'47.00'33.5 4 '21.64' 8.58' 4 2.5 0 ' L12 60.00' L2 1 L1 7 9.94' 25.09' L22 85.09'27.11 ' 452.64'ALLEY F ALLEY C 7' REAR YARDSETBACK PEDESTRIAN ACCESS EASEMENT(BY THIS PLAT)N0°18'41"W725.92'N0°18'41"W502.90'RIVERA LANE(A VAR IABLE W IDTH R IGHT-OF-WAY ) 44.00'30.00 '10.67'22.94' N33°11'58"W67.59' 4 4 . 6 5 ' 322.8 2 '10.0'10' UTILITYEASEMENT(BY THIS PLAT) 3 6 7 5 4 1 2 ∆=28°33'53"R=256.00' L=127.63' CB=S23°03'47"E C=126.31' ∆=23°50'20" R=244.00' L=101.52' CB=N25°25'33"W C=100.79' X 7' REAR YARDSETBACK 10' BUILDINGLINE 87.00' L37 69.00' 64.49' N77°23'22"E 138.65' C18 65.97'46.00'46.00 '46.00 ' S.S.E.(BY THIS PLAT) 111.00' 111.00' 111.00' 111.00'35.03 '46.00'46.00'46.00'60.44 ' 18.44' 15 S89°41'19"W 452.64'C20 L31 L30 L29 L28 S83°42'58"W 153.12'L27L26 C19 N12°36'38"W245.55' 3.30' N77°23'22"E 195.80' L25 CARILLON PARC DEVELOPMENT PARTNERS, LP INST. NO. D219259002 O.P.R.T.C.T. 486.4 8 ' S13°30'22"E33.31' 1 1 2 1 3 0.0914 ACRES 3,983 SQ. FT. 143.57' 50.0' 50.3'L33S66°0 3 ' 2 1 " E 125.4 8 'C2 3S0°18'41"E228.97'S85°43'06"E 143.35' C2 1 L32 C22116.24'112.73'2 6 8.5 2' 190.46'N0°18'41"W176.26'N85°43'06"W35.11'N0°18'41"W123.83'∆=57°03'31"R=215.00'L=214.11'CB=N48°19'19"WC=205.37' S70°12'26"W 20.00' ∆=68°41'46" R=235.00' L=281.76'CB=N14°33'19"EC=265.18' ∆=21°30'50" R=365.00' L=137.05' CB=N55°17'56"W C=136.25' N66° 0 3 ' 2 1 " W 175.7 8 'N23°56'39"E88.00'N66° 0 6 ' 1 5 " W 334.9 9 ' N59°08'06"W 101.93' S80°05'31"E41.23' N57 ° 4 0 ' 4 9 " W 83.7 2 ' N66°0 0 ' 2 3 " W 290.9 9 ' S89°41'19"W12.00' S0°18'41"E43.00' 178.68' N3°58'21"E 81.51' N0°18'41"W142.38'30.0'30.0'35.0'35.0' N61°17' 0 7" E 134.22'201.68'215.64' N89°41'19"E 105.04' 100.32' S89°25'52"W 104.48' S89°25'52"W 105.66' 13.99' 67.52' 7.97' 7.03' 15' S.S.E. (BY THIS PLAT) 7.52' 7.52' 3.40' 11.70'347.54' S84°28'48"E 99.92' N84°28'48"W 106.16' 136.13' 16.99' 15' S.S.E.(BY THIS PLAT)PROPOSED15' S.S.E.INST. NO. _______________ O.P.R.T.C.T. 22.50' 21.38' ∆=46°24'12"R=30.00'L=24.30' CB=N22°53'25"EC=23.64'N0°18'41"W87.33'8.71'PROPOSEDCOMMON ACCESS, FIRE LANE,DRAINAGE, AND UTILITY EASEMENTINST. NO. _______________O.P.R.T.C.T. PROPOSED S.S.E. COMMON ACCESS, FIRE LANE, DRAINAGE, AND UTILITY EASEMENT(BY THIS PLAT) STREET ALLEY 7' REAR YARDSETBACK 20' GARAGESETBACK 10' BUILDING LINE 6' MINIMUM BUILDINGSEPARATION5' A.M.A.O.D.E.(SEE DETAIL NOTE)DWG NAME: K:\DAL_SURVEY\064514102-CARILLON PARC SOUTHLAKE\DWG\064514102-CARILLON SOUTHLAKE_FP.DWG PLOTTED BY BOOTH, PENNY 10/5/2022 5:05 PM LAST SAVED10/5/2022 3:34 PM Scale Drawn by 1" = 60' Checked by Date Project No.Sheet No. Tower, Suite 700, Dallas, Texas 7524013455 Noel Road, Two Galleria Office Tel. No. (972) 770-1300Fax No. (972) 239-3820FIRM # 10115500 GRAPHIC SCALE IN FEET0603060 120 1" = 60'@ 24X36 NORTH FLOOD STATEMENT: According to Federal Emergency Management Agency's Flood Insurance Rate Map No. 4806120085K, for Tarrant County, Texas and incorporated areas, dated September 25, 2009, this property is located within: If this site is not within an identified special flood hazard area, this flood statement does not imply that the property and/or the structures thereon will be free from flooding or flood damage. On rare occasions, greater floods can and will occur and flood heights may be increased by man-made ornatural causes. This flood statement shall not create liability on the part of the surveyor. SURVEYOR:KIMLEY-HORN AND ASSOCIATES, INC.13455 NOEL ROAD, TWO GALLERIAOFFICE TOWER, SUITE 700 DALLAS, TEXAS 75240 CONTACT: ANDY DOBBS, R.P.L.S. PHONE: 972-770-1300 ENGINEER:KIMLEY-HORN AND ASSOCIATES, INC.13455 NOEL ROADTWO GALLERIA OFFICE TOWER, SUITE 700 DALLAS, TEXAS 75240 CONTACT: JOSEPH HORNISHER, P.E. PHONE: 972-770-1300 PCB/MGB 064514102 2 OF 3JAD MATCH LINE (SEE SHEET 1) NOT TO SCALEVICINITY MAP NORTH OWNER:CARILLON PARC DEVELOPMENT PARTNERS, LP 161 SUMMIR AVENUE SOUTHLAKE, TX 76092 CONTACT: JOHN TERREL Oct. 2022 LEGEND P.O.B. = POINT OF BEGINNINGΔ = CENTRAL ANGLEA.M.A.O.D.E. = PRIVATE MAINTENANCE, DRAINAGE, ACCESS, WALL MAINTENANCE, ANDAERIAL OVERHANG EASEMENTD.R.T.C.T. = DEED RECORDS OF TARRANT COUNTY, TEXASO.P.R.T.C.T. = OFFICIAL PUBLIC RECORDS,TARRANT COUNTY, TEXASN.T.S. = NOT TO SCALE S.S.E. = SANITARY SEWER EASEMENT DETAIL SCALE 1"=60' NOTES: 1. Area tables on Sheet 3. 2. All corners are a 5/8-inch iron rod with red plastic cap stamped "KHA" set unless otherwise noted. 3. Notice: Selling a portion of this addition by metes and bounds is a violation of city subdivisionordinance and state platting statutes and is subject to fines and withholding of utilities andbuilding permits. 4. Lots marked with a [ * ] are dedicated to the City of Southlake as parkland dedication or for theuse as a City Library and possible multi-use/performance arts building(s). Vehicular and pedestrian public access will be provided to these facilities. Parkland dedication to be a minimum of 8 acres but not to exceed 9 acres for City of Southlake Park. Final location and design to be finalized with 380 agreement and final plat to be approved by City Council. 5. Detail Note: All zero setback lots shall have a 5' Private Maintenance, Drainage, Access, Wall Maintenance, and Aerial Overhang Easement on lot adjacent to the zero setback property line. 6. All alleys are private and include a Private Access, Drainage, and Utility Easement. 7. Lots marked with "X" are Home Owners Association lots. 8. Right-of-way dedication for turn lanes can extend into Lot 12X, Block A as required by PublicWorks/Engineering. 9. See Sheet 1 for Line and Curve Tables. FINAL PLAT CARILLON PARC ADDITION 79 SINGLE FAMILY LOTS 10 HOMEOWNERS' ASSOCIATION LOTS 21.9265 ACRES CASE NO. ZA22-0033 LARKIN H. CHIVERS SURVEY, ABSTRACT NO. 300 CITY OF SOUTHLAKE, TARRANT COUNTY, TEXAS BLOCK B LOT NO. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27X ACRES 0.154 0.120 0.120 0.120 0.120 0.120 0.120 0.120 0.120 0.120 0.129 0.125 0.138 0.174 0.127 0.127 0.120 0.120 0.120 0.120 0.120 0.120 0.120 0.120 0.120 0.154 0.299 SQ. FT. 6,698 5,217 5,217 5,217 5,217 5,217 5,217 5,217 5,217 5,217 5,625 5,451 5,996 7,576 5,530 5,535 5,217 5,217 5,217 5,217 5,217 5,217 5,217 5,217 5,217 6,698 13,005 BLOCK C LOT NO. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15X ACRES 0.163 0.120 0.120 0.120 0.120 0.120 0.120 0.120 0.120 0.120 0.120 0.130 0.126 0.161 0.395 SQ. FT. 7,081 5,217 5,217 5,217 5,217 5,217 5,217 5,217 5,217 5,217 5,217 5,671 5,482 7,031 17,187 BLOCK D LOT NO. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24X 25X 26X ACRES 0.116 0.154 0.139 0.121 0.121 0.121 0.121 0.121 0.154 0.121 0.155 0.154 0.121 0.121 0.121 0.121 0.121 0.119 0.119 0.119 0.119 0.119 0.158 0.139 0.154 0.344 SQ. FT. 5,060 6,699 6,062 5,280 5,280 5,280 5,280 5,280 6,710 5,280 6,746 6,725 5,280 5,280 5,280 5,280 5,280 5,170 5,170 5,170 5,170 5,170 6,887 6,068 6,697 14,976 BLOCK A LOT NO. 1 2 3 4 5 6 7 8 9 10 11 12X 13X 14X ACRES 0.154 0.116 0.116 0.116 0.116 0.116 0.116 0.116 0.116 0.141 0.191 0.566 0.362 0.022 SQ. FT. 6,712 5,060 5,060 5,060 5,060 5,060 5,060 5,060 5,060 6,134 8,312 24,668 15,749 962 BLOCK E LOT NO. 1 2 3 4 5 6X 7X ACRES 0.150 0.117 0.117 0.117 0.145 0.224 0.239 SQ. FT. 6,537 5,106 5,106 5,106 6,331 9,775 10,416 BLOCK H LOT NO. 1 ACRES 0.493 SQ. FT. 21,494 BLOCK F LOT NO. 1 ACRES 0.568 SQ. FT. 24,747 BLOCK G LOT NO. 1 2 3 ACRES 0.476 0.672 0.435 SQ. FT. 20,740 29,289 18,936 DWG NAME: K:\DAL_SURVEY\064514102-CARILLON PARC SOUTHLAKE\DWG\064514102-CARILLON SOUTHLAKE_FP.DWG PLOTTED BY BOOTH, PENNY 10/5/2022 5:05 PM LAST SAVED10/5/2022 3:34 PM Scale Drawn by PCB/MGBNA Checked by Date Project No.Sheet No. Tower, Suite 700, Dallas, Texas 7524013455 Noel Road, Two Galleria Office Tel. No. (972) 770-1300Fax No. (972) 239-3820FIRM # 10115500 JAD 064514102 3 OF 3 ENGINEER:KIMLEY-HORN AND ASSOCIATES, INC.13455 NOEL ROADTWO GALLERIA OFFICE TOWER, SUITE 700 DALLAS, TEXAS 75240 CONTACT: JOSEPH HORNISHER, P.E. PHONE: 972-770-1300 SURVEYOR:KIMLEY-HORN AND ASSOCIATES, INC.13455 NOEL ROAD, TWO GALLERIAOFFICE TOWER, SUITE 700 DALLAS, TEXAS 75240 CONTACT: ANDY DOBBS, R.P.L.S. PHONE: 972-770-1300 SURVEYOR’S STATEMENT I, J. Andy Dobbs, a Registered Professional Land Surveyor, licensed by the State of Texas, affirm that this plat was prepared under my direct supervision, from recorded documentation, evidence collected on the ground during field operations and other reliable documentation; and that this plat substantially complies with the Rules and Regulations of the Texas Board of Professional Engineering and Land Surveying, and in accordance with the subdivision regulations of the City of Southlake,Texas. Dated this the __________ day of ____________________, 20____. _______________________________________J. ANDY DOBBSREGISTERED PROFESSIONAL LAND SURVEYOR NO. 6196 13455 NOEL ROAD, TWO GALLERIA OFFICE TOWER, SUITE 700 DALLAS, TEXAS 75240 (972) 770-1300 andy.dobbs@kimley-horn.com STATE OF TEXAS §COUNTY OF TARRANT § BEFORE ME, the undersigned authority, on this day personally appeared J. Andy Dobbs, known to me to be the person whosename is subscribed to the above and foregoing instrument, and acknowledged to me that he executed the same for thepurpose and consideration therein expressed and in the capacity therein states and as the act and deed of said corporation. Given under my hand and seal of office this the ______ day of _____________________, 2022. ________________________________Notary Public Commission expires:_______________ PRELIMINARY THIS DOCUMENT SHALL NOT BE RECORDED FOR ANY PURPOSE ANDSHALL NOT BE USED OR VIEWED OR RELIED UPON AS A FINAL SURVEY DOCUMENT STATE OF TEXAS § COUNTY OF TARRANT § BEFORE ME, the undersigned, a Notary Public in and for the said County and State, on this day personally appeared J. Andy Dobbs known to me to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that he executed the same for the purpose therein expressed and under oath stated that the statements in the foregoing certificate are true. GIVEN UNDER MY HAND AND SEAL OF OFFICE this ____________ day of _____________________________ 20___. _______________________________________Notary Public in and for the State of Texas ________________________________________Printed Name CERTIFICATE OF APPROVAL APPROVED on this the ________day of ____________, 20____, by the City Council, City of Southlake, Texas. ____________________________________ Mayor _____________________________________ City Secretary APPROVED BY THE PLANNING & ZONING COMMISSION Date: ____________________ Chairman: _____________________________________________ City Secretary: _______________________________________ STATE OF TEXAS §COUNTY OF TARRANT § BEFORE ME, the undersigned, a Notary Public in and for the said County and State, on this day personally appeared_______________________________ known to me to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that he executed the same for the purpose therein expressed and under oath stated that the statements in the foregoing certificate are true. GIVEN UNDER MY HAND AND SEAL OF OFFICE this ____________ day of ______________________ 20___. _______________________________________ Notary Public in and for the State of Texas ________________________________________ Printed Name NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS: That CARILLON PARC DEVELOPMENT PARTNERS, LP, acting by and through the undersigned, its duly authorized agent, do hereby adopt this plat designating the herein above property as __________, an addition to the City of Southlake, Tarrant County, Texas and do hereby dedicate the rights of way, and easements shown thereon to the public's use unless otherwisenoted. This plat does not alter or remove existing easements shown thereon to the public's use unless otherwise noted. Thisplat does not alter or remove existing deed restrictions or covenants, if any, on this property. WITNESS MY HAND at _________________________________, this the ________________ day of___________________ 20___. CARILLON PARC DEVELOPMENT PARTNERS, LP, By: ____________________________ By:______________________________ Title OWNER'S CERTIFICATE STATE OF TEXAS § COUNTY OF TARRANT § BEING a tract of land situated in the Larkin H Chivers Survey, Abstract No. 300, City of Southlake, Tarrant County, Texas and being all of a tractof land described as "Tract 1," "Tract 2," and "Tract 3" in Special Warranty Deed with Vendor's Lien to Carillon Parc Development Partners, LP, recorded in Instrument No. D219259002, Official Public Records, Tarrant County, Texas, and being all of a tract of land described in Special Warranty Deed with Vendor's Lien to Carillon Parc Development Partners, LP, recorded in Instrument No. D219259003, of said Official Public Records and being all of a tract of land described in Special Warranty Deed with Vendor's Lien to Carillon Parc Development Partners, LP, recorded in Instrument No. D219259004, of said Official Public Records and being more particularly described as follows: BEGINNING at a brass TxDOT disk found at the south end of a right-of-way corner clip located at the intersection of the north right-of-way line ofState Highway No. 114 (a variable width right-of-way) with the east right-of-way line of White Chapel Boulevard (a variable width right-of-way); THENCE with said right-of-way corner clip, North 33°11'58" West, a distance of 67.59 feet to a brass TxDOT disk found for corner at the north end of said corner clip; THENCE with said east right-of-way line of White Chapel Boulevard, the following courses and distances: North 0°34'16" West, a distance of 95.22 feet to a 5/8" iron rod with plastic cap stamped "KHA" set for corner; South 89°27'53" West, a distance of 13.90 feet to a 5/8" iron rod with “C&B" cap found for corner;North 0°43'04" West, a distance of 456.67 feet to a 5/8" iron rod with “Jacobs" cap found for corner; THENCE departing said east right-of-way line of White Chapel Boulevard, South 89°29'22" West, a distance of 46.55 feet to a 5/8” iron rod with plastic cap stamped “KHA” set for corner in the approximate centerline of said White Chapel Boulevard; THENCE with said approximate centerline of White Chapel Boulevard, North 0°18'41" West, a distance of 725.92 feet to a 5/8” iron rod with plastic cap stamped “KHA” set for corner in the south right-of-way line of East Kirkwood Boulevard (a variable width right-of-way), the following courses and distances: North 89°41'19" East, a distance of 64.76 feet to a 5/8" iron rod found for corner; North 44°26'49" East, a distance of 28.31 feet to a 5/8" iron rod with “Jacobs" cap found for corner;North 89°24'03" East, a distance of 338.61 feet to a 5/8" iron rod with “Jacobs" cap found at the beginning of a tangent curve to the lefthaving a central angle of 5°41'05", a radius of 1048.00 feet, a chord bearing and distance of North 86°33'30" East, 103.94 feet; In a northeasterly direction, with said curve to the left, an arc distance of 103.98 feet to a 5/8" iron rod with “Jacobs" cap found for corner; North 83°42'58" East, a distance of 471.23 feet to a 5/8" iron rod with “Jacobs" cap found at the north end of a right-of-way corner clip at the intersection of said south right-of-way line of East Kirkwood Boulevard and the west right-of-way line of Riviera Drive (a variable width right-of-way); THENCE with said corner clip, South 51°17'02" East, a distance of 28.28 feet to a 5/8" iron rod with “Jacobs" cap found for corner in said westright-of-way line of Riviera Drive; THENCE with said west right-of-way line of Riviera Drive, the following courses and distances: South 6°17'02" East, a distance of 675.59 feet to a 5/8" iron rod with “Jacobs" cap found for corner; North 83°42'58" East, a distance of 24.24 feet to a 5/8" iron rod with “Jacobs" cap found at the beginning of a non-tangent curve to the left having a central angle of 28°33'53", a radius of 256.00 feet, a chord bearing and distance of South 23°03'47" East, 126.31 feet; In a southeasterly direction, with said curve to the left, an arc distance of 127.63 feet to a 5/8" iron rod with “Jacobs" cap found at thebeginning of a reverse curve to the right having a central angle of 23°50'20", a radius of 244.00 feet, a chord bearing and distance of South25°25'33" East, 100.79 feet; In a southeasterly direction, with said curve to the right, an arc distance of 101.52 feet to a 5/8" iron rod with “Jacobs" cap found for corner; South 13°30'22" East, a distance of 33.31 feet to a 5/8" iron rod with plastic cap stamped "KHA" set for corner; THENCE departing said west right-of-way line of Rivera Drive, the following courses and distances: North 58°03'30" West, a distance of 7.13 feet to a 5/8" iron rod with plastic cap stamped "KHA" set for corner;South 77°23'22" West, a distance of 195.80 feet to a 5/8" iron rod with plastic cap stamped "KHA" set for corner;North 12°36'38" West, a distance of 245.55 feet to a 5/8" iron rod with plastic cap stamped "KHA" set for corner at the beginning of a tangent curve to the right with a radius of 110.00 feet, a central angle of 06°19'36", and a chord bearing and distance of North 09°26'50" West, 12.14 feet; In a easterly direction, with said tangent curve to the right, an arc distance of 12.15 feet to a 5/8" iron rod with plastic cap stamped "KHA" set for corner; North 06°17'02" West, a distance of 25.09 feet to a 5/8" iron rod with plastic cap stamped "KHA" set for corner;North 51°17'02" West, a distance of 7.07 feet to a 5/8" iron rod with plastic cap stamped "KHA" set for corner;South 83°42'58" West, a distance of 153.12 feet to a 5/8" iron rod with plastic cap stamped "KHA" set for corner; South 89°41'19" West, a distance of 2.89 feet to a 5/8" iron rod with plastic cap stamped "KHA" set for corner; North 06°17'02" West, a distance of 20.86 feet to a 5/8" iron rod with plastic cap stamped "KHA" set for corner; North 51°17'02" West, a distance of 7.07 feet to a 5/8" iron rod with plastic cap stamped "KHA" set for corner; South 83°42'58" West, a distance of 68.57 feet to a 5/8" iron rod with plastic cap stamped "KHA" set for corner at the beginning of a tangentcurve to the right with a radius of 749.50 feet, a central angle of 05°58'21", and a chord bearing and distance of South 86°42'09" West, 78.09feet; In a northerly direction, with said tangent curve to the right, an arc distance of 78.13 feet to a 5/8" iron rod with plastic cap stamped "KHA" set for corner; South 89°41'19" West, a distance of 452.64 feet to a 5/8" iron rod with plastic cap stamped "KHA" set for corner; South 00°18'41" East, a distance of 176.26 feet to a 5/8” iron rod with plastic cap stamped “KHA” set for corner; South 85°43'06" East, a distance of 35.11 feet to a 5/8” iron rod with plastic cap stamped “KHA” set for corner;South 00°18'41" East, a distance of 123.83 feet to a 5/8” iron rod with plastic cap stamped “KHA” set for corner at the beginning of anon-tangent curve to the right with a radius of 215.00 feet, a central angle of 57°03'31", and a chord bearing and distance of South 48°19'19" East, 205.37 feet; In a southeasterly direction, with said non-tangent curve to the right, an arc distance of 214.11 feet to a 5/8” iron rod with plastic cap stamped “KHA” set for corner; North 70°12'26" East, a distance of 20.00 feet to a 5/8” iron rod with plastic cap stamped “KHA” set for corner at the beginning of a non-tangent curve to the right with a radius of 235.00 feet, a central angle of 68°41'46", and a chord bearing and distance of South 14°33'19"West, 265.18 feet; In a southwesterly direction, with said non-tangent curve to the right, an arc distance of 281.76 feet to a 5/8” iron rod with plastic cap stamped “KHA” set for corner at the beginning of a non-tangent curve to the left with a radius of 365.00 feet, a central angle of 21°30'50", and a chord bearing and distance of South 55°17'56" East, 136.25 feet; In a southeasterly direction, with said non-tangent curve to the left, an arc distance of 137.05 feet to a 5/8” iron rod with plastic cap stamped “KHA” set for corner;South 66°03'21" East, a distance of 175.78 feet to a 5/8” iron rod with plastic cap stamped “KHA” set for corner;South 23°56'39" West, a distance of 88.00 feet to a 5/8” iron rod with plastic cap stamped “KHA” set for corner; South 66°06'15" East, a distance of 334.99 feet to a 5/8” iron rod with plastic cap stamped “KHA” set for corner; South 59°08'06" East, a distance of 101.93 feet to a 5/8" iron rod with plastic cap stamped "KHA" set for corner in the north line of said State Highway No.114; THENCE with said north right-of-way line, North 66°03'21" West, a distance of 938.98 feet to the POINT OF BEGINNING and containing 955,120 square feet or 21.9265 acres of land. Bearing system based on the Texas Coordinate System of 1983, North Central Zone (4202), North American Datum of 1983. OWNER:CARILLON PARC DEVELOPMENT PARTNERS, LP 161 SUMMIR AVENUE SOUTHLAKE, TX 76092 CONTACT: JOHN TERREL Oct. 2022 FINAL PLAT CARILLON PARC ADDITION 79 SINGLE FAMILY LOTS 10 HOMEOWNERS' ASSOCIATION LOTS 21.9265 ACRES CASE NO. ZA22-0033 LARKIN H. CHIVERS SURVEY, ABSTRACT NO. 300 CITY OF SOUTHLAKE, TARRANT COUNTY, TEXAS REVISIONSNo.DATESHEET NUMBERPROJECT NO.DATEDRAWN BY SCALE DESIGNED BY CHECKED BY E DAVIS STREET SUITE MCKINNEY TE;AS PHONE WWW.KIMLEYHORN.COM PD) JRK AS SHOWN KIMLEYHORN AND ASSOCIATES INC...........CITY O) SOUTHLAKE TE;AS PD) TE;AS REGISTERED ENGINEERING )IRM ) CARILLON PARC FOR REVIEW ONLYNot for construction or permit purposesP.L.A.L.A. No.DatePaul D. Freeland245810/04/2022L1.00TREE INVENTORY /////////////////////8"W8"W 8"W 8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"SS8"SS8"SS8"SS8"SS8"SS8"SS8"SS8"SS8"SSSSSSSSSSSSSSSESGTTWWGFFGGFFWWGGFFGGSDSFFFGGFGFFOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE OHE OHE OHE OHE OHE OHE OHE D20"W20"W20"W20"W20"W20"W20"W20"W20"W8"W8"W8"W8"W8"W8"W8"W12"W12"W12"W12"W12"W12"W12"W12"W12"W20"W8"SS8"SS8"SS8"SS8"SS8"SS8"SS20"W 20"W20"W 20"W FLFLFLFLFLFLFL FL FL FL FLFL EXIST ING TREEEXTENTS TO SAVE10812512129121081012111112800180028003800480058006800780088009801080118012801380148015801680178018801980208022802380248028802980318032803380348035803980408041804280438044804580468047804880498123812481258126812781288129813081318132813381348135813681378138813981408141814281438144814881498150815181528153815481558156815781668167816881698170837783848401840284038404840584068407840884098410841184128413841484158416841784188419842084218422842384248426842784288429843084318432843384348809MATCHLINEMATCHLINELX.01LX.02MATCHLINEMATCHLINE LX.01LX.02 S6°17'02"E 274.67' PROPERTY LINE S6°17'02"E 400.92' PROPERTY LINE N83°42'58"E24.24'PROPERTY LINEL=127.628,R=256.000PROPERTYLINEL=101.521,R=244.000PROPERTYLINES13°30'22"E 490.14' PROPERTY L I N E L=25.203, R=81.500PROPERTY LINES54°16'04"W13.76'PROPERTY LINEL=20.113, R=531.500PROPERTY LINEL=97.486, R=468.500PROPERTY LINES23° 5 6 ' 3 9 " W 451.3 9 ' PRO P E R T Y L I N EN66°03'21"W346.15'PROPERTY LINEN66°03'21"W441.70'PROPERTY LINEN66°03'21"W402.50'PROPERTY LINEN33°11'58"W67.59'PROPERTY LINEN0°34'16"W95.22'PROPERTY LINES89°27'53"W13.90'PROPERTY LINEN0°42'59"W 132.43' PROPERTY LINE N0°43'06"W 268.53' PROPERTY LINE N0°43'05"W55.72'PROPERTY LINES89°29'22"W46.55'PROPERTY LINEN0°18'41"W 725.92' PROPERTY LINE N89°41'19"E64.76'PROPERTY LINEN44°26'49"E28.31'PROPERTY LINEN89°24'03"E338.61'PROPERTY LINEL=103.980,R=1048.000PROPERTYLINEN83°42'58"E471.23'PROPERTY LINES51°17'02"E28.28'PROPERTY LINEWATER LINE EASEMENTINST. NO. D211236610O.P.R.T.C.T.20' UTILITY EASEMENTINST. NO. D211080416INST. NO. D211103647O.P.R.T.C.T.SOUTHLAKE JOINTVENTURE, LLCINST. NO. D217205606O.P.R.T.C.T.CARILLON COURT(63-FOOT WIDE RIGHT-OF-WAY)PALLADIAN DR IVE(90-FOOT W IDE R IGHT -OF -WAY )CARILLON PHASE 2A-1INST. NO. D213015134P.R.T.C.T.CARILLON PHASE 2A-2INST. NO. D213015133P.R.T.C.T.MONTE CARLO DRIVE (51-FOOT W IDE R IGHT-OF-WAY )CARILLON PHASE 1AINST. NO. D211101073P.R.T.C.T.RIVIERA DRIVE(A VARIABLE WIDTH RIGHT-OF-WAY)OPEN SPACECITY OF SOUTHLAKEZONING: PARKFLUM: MIXED USECARILLON PHASE 1AINST.NO. D211101073P.R.T.C.T.OPEN SPACECITY OF SOUTHLAKEZONING: ECZFLUM: MIXED USEE. KIRKLAND BOULEVARD(A VARIABLE WIDTH RIGHT-OF-WAY)THE SHIVERS FAMILYPARTNERSHIP, LTD.VOL. 13218, PG. 461D.R.T.C.T.10' UTILITY EASEMENTINST. NO. D211080420O.P.R.T.C.T.SUMMIT QI PROPERTIES, LLCINST. NO. D216078196O.P.R.T.C.T.WHITE CHAPEL BOULEVARD (A VARIABLE WIDTH RIGHT-OF-WAY)TRACT 2BRIAN ZVONECEKINST. NO. D204133485O.P.R.T.C.T.HOPKINS DALLASPROPERTIES, LTD.INST. NO. D201201397O.P.R.T.C.T.FRANCIS SHIVERSINST. NO. D212271966O.P.R.T.C.T.STATE HIGHWAY 114(A VARIABLE WIDTH RIGHT-OF-WAY)\\\\\\\\ \\ \\\\\\\\\\ \\\\\\\\ \\\\\\\\LIMIT OF WORKLIMIT OF WORKLIMIT OF WORKLIMIT OF WORKLIMIT OF WORKLIMIT OF WORKLIMIT OF WORKLIMIT OF WORKREVISIONSNR.DATESHEET NUMBERPROJECT NO.DATEDRAWN BY SCALE DESIGNED BY CHECKED BY 260 E DAVIS STREET SUITE 100, MCKINNEY, TEXAS 75069 PHONE: (469) 301-2599 WWW.KIMLEY-HORN.COM PDF JRK AS SHOWN © 2022 KIMLEY-HORN AND ASSOCIATES, INC.10/04/2022064514100CITY OF SOUTHLAKE, TEXAS PDF TEXAS REGISTERED ENGINEERING FIRM F-928 CARILLON PARC FOR REVIEW ONLYNot for construction or permit purposesP.L.A.L.A. No.DatePaul D. Freeland245810/04/2022OVERALL TREE CONSERVATION PLANAScale: 1" = 50'-0"0'100'200'Scale: 1" = 100'-0"NORTHL1.01OVERALL TREE CONSERVATION PLAN EXISTING TREE TO REMAINTREE PROTECTION FENCINGTREE TO BE SAVED4' HT. PROTECTIONFENCING, TO BELOCATED AT LIMIT OFGRADING AROUNDEXISTING VEGETATIONSYMBOL LEGEND:EXISTING TREE TO BE REMOVEDNOTES:1. REFER TO TREE INVENTORY DOCUMENT FOR DETAILED INFORMATION ABOUTPROTECTED TREES: SPECIES, HEALTH, AND CALIPER MEASUREMENT.2. AREAS OF EXISTING TREES WHICH HAVE BEEN INVENTORIED ARE COMPRISEDOF THE GENERAL SPECIES AND CALIPER SIZES PROVIDED BELOW:3. GENERAL SPECIES DISTRIBUTION FOR PROTECTED TREES:-POST OAK:44%-CEDAR ELM:19%-HACKBERRY:12%-EASTERN RED CEDAR: 11%-GUM BUMELIA:8%- OTHER:6%4. AVERAGE DBH CALIPER MEASUREMENT ACROSS THE PROPERTY IS 11"-13".5. TREE PRESERVATION ORDINANCE 585-D IS THE CONTROLLING ORDINANCEFOR THIS PROJECT.CITY OF SOUTHLAKE ENVIRONMENTAL RESOURCE PROTECTION MAPENVIRONMENTAL RESOURCEPROTECTION ZONE (ERP)TREE COVER OR OPENSPACE TO BE PRESERVEDWHEN APPROPRIATELIMIT OF DISTURBANCETOTAL EXISTING CANOPYTOTAL CANOPY REMOVEDTOTAL CANOPY PRESERVED / MARGINAL22705157856950 30.6%69.5%100.0%*REF. PRELIMINARY PLAT FOR OVERALL CAMPUS TREE SURVEYTREE MITIGATION SUMMARY* BY DATE REVISIONSNo.DATESHEET NUMBERCHECKED BY: SCALE: DESIGNED BY: DRAWN BY: KHA PROJECT 10/6/22 PHONE: 972-770-1300 FAX: 972-239-3820 WWW.KIMLEY-HORN.COM TX F-928 © 2021 KIMLEY-HORN AND ASSOCIATES, INC. LAST SAVED 10/6/2022 10:35 AMPLOTTED BY GINDT, DYLAN 10/6/2022 10:37 AMDWG PATH K:\DAL_Civil\064514100-Carillon\CAD\Single Family\PlanSheetsDWG NAME C-Cover Sheet-SF.dwg , [ Cover Sheet ]IMAGESXREFS xBrdr (22x34) 13455 NOEL ROAD, TWO GALLERIA OFFICE TOWER,SUITE 700, DALLAS, TX 75240 AS NOTED JWH MTR JWH EngineerP.E. No.DateNot for construction or permit purposes.FOR REVIEW ONLY10/6/2022124909JOSEPH HORNISHERSE N. WHITE CHAPEL BLVD & E. KIRKWOOD BLVD CITY OF SOUTHLAKE, TEXAS CARILLON PARC PREPARED FOR HCCP PROPERTY PARTNERS 064514100BENCHMARKSELEVATIONS BASED ON NORTH AMERICANVERTICAL DATUM 1988BM#1 SQUARE WITH "X" CUT SET ON CONCRETECURB INLET, WEST SIDE OF TURN LANE MEDIAN,AT THE SOUTHEAST INTERSECTION OF STATEHIGHWAY 114 AND WHITE CHAPEL BOULEVARD.ELEV=638.47BM#2 SQUARE WITH "X" CUT SET ON CONCRETE,EAST END OF CENTERLINE MEDIAN ALONG EASTKIRKLAND BOULEVARD, ±50 FEET WEST OF THECENTERLINE INTERSECTION OF EAST KIRKLANDBOULEVARD AND RIVIERA DRIVE.ELEV=627.01BM#3 SQUARE WITH "X" CUT SET ON CONCRETECURB INLET, NORTH SIDE OF STATE HIGHWAY 114,±1435 FEET SOUTHEAST OF THE CENTERLINEINTERSECTION OF STATE HIGHWAY 114 ANDWHITE CHAPEL BOULEVARD.ELEV=622.41C-001COVER SHEET WATER, SANITARY SEWER, PAVING, GRADING ANDDRAINAGE PLANSFORCARILLON PARC PHASE 1ASOUTHLAKEENGINEER13455 NOEL ROAD, TWO GALLERIA OFFICE TOWER, SUITE 700DALLAS, TEXAS 75240PHONE: 972-770-1300CONTACT: JOSEPH HORNISHER, P.E.TEXAS REGISTERED ENGINEERING FIRM NO. F-928OCTOBER 2022CARILLON PARC DEVELOPMENTPARTNERS, LP.161 SUMMIT AVE STE 200DALLAS, TX 76092OWNERSTATE HIGHWAY 114 AND WHITE CHAPELBOULEVARD, IN THE CITY OF SOUTHLAKE,TARRENT COUNTY, TEXASCITY PROJECT NUMBERS:ORDINANCE NO. 480-564DPRELIMINARY PLATCASE NO. ZA22-0033NOT TO SCALEVICINITY MAPNORTH1ST PRELIMINARY SUBMITTAL 07/07/2022-NOT FOR CONSTRUCTION2ND PRELIMINARY SUBMITTAL 08/04/2022-NOT FOR CONSTRUCTION3RD PRELIMINARY SUBMITTAL 10/06/2022-NOT FOR CONSTRUCTIONPLANS SUBMITTAL/REVIEW LOGSheet List TableSheet Number Sheet TitleC-001COVER SHEETC-002CITY GENERAL NOTESC-003GENERAL NOTESC-100PLAT (1 OF 3)C-101PLAT (2 OF 3)C-102PLAT (3 OF 3)C-103EXISTING CONDITIONS DEMOLTION PLANC-300GRADING PLAN (1 OF 2)C-301GRADING PLAN (2 OF 2)C-200OVERALL PAVING PLANC-201PAVING PLAN AND PROFILE STREET AC-202PAVING PLAN AND PROFILE STREET BC-203PAVING PLAN AND PROFILE STREET CC-204PAVING PLAN AND PROFILE STREET DC-205PAVING PLAN AND PROFILE STREET EC-206PAVING PLAN AND PROFILE ALLEY AC-207PAVING PLAN AND PROFILE ALLEY BC-208PAVING PLAN AND PROFILE ALLEY CC-209PAVING PLAN AND PROFILE ALLEY DC-210PAVING PLAN AND PROFILE ALLEY EC-211PAVING PLAN AND PROFILE ALLEY FC-212PAVING INTERSECTION DETAILSC-213PAVING ROUNDABOUT DETAILSC-214PAVING PLAN AND PROFILE STREET FC-215PAVING PLAN AND PROFILE STREET GC-216PAVING DETAILSC-400EXISTING DRAINAGE AREA MAPC-401PROPOSED DRAINAGE AREA MAP (1 OF 2)C-402PROPOSED DRAINAGE AREA MAP (2 OF 2)C-403STORM PLAN & PROFILE ST-AC-404STORM PLAN & PROFILE ST-A.1C-405STORM PLAN & PROFILE ST-BC-406STORM PLAN & PROFILE ST-B.1C-407STORM PLAN & PROFILE ST-CC-408STORM PLAN & PROFILE ST-DC-409DRAINAGE CALCULATIONS (1 OF 2)C-410DRAINAGE CALCULATIONS (2 OF 2)C-500OVERALL UTILITY PLANC-501SANITARY SEWER PLAN (1 OF 2)C-502SANITARY SEWER PLAN ( 2 OF 2)C-503SANITARY SEWER SERVICESC-504SANITARY SEWER PROFILES (1 OF 3)C-505SANITARY SEWER PROFILES (2 OF 3)C-506SANITARY SEWER PROFILES (3 OF 3)C-507WATER PLAN (1 OF 2)C-508WATER PLAN (2 OF 2)C-509WATER AND SANITARY SEWER DETAILSC-510STORM LATERAL PROFILES (1 OF 2)C-511STORM LATERAL DETAILS (2 OF 2)C-512STORM DETAILSC-600EROSION CONTROL PLAN BY DATE REVISIONSNo.DATESHEET NUMBERCHECKED BY: SCALE: DESIGNED BY: DRAWN BY: KHA PROJECT 10/6/22 PHONE: 972-770-1300 FAX: 972-239-3820 WWW.KIMLEY-HORN.COM TX F-928 © 2021 KIMLEY-HORN AND ASSOCIATES, INC. LAST SAVED 6/13/2022 8:51 AMPLOTTED BY GINDT, DYLAN 10/6/2022 10:37 AMDWG PATH K:\DAL_Civil\064514100-Carillon\CAD\Single Family\PlanSheetsDWG NAME C-General Notes-SF.dwg , [ City-Notes ]IMAGESXREFS xBrdr (22x34) 13455 NOEL ROAD, TWO GALLERIA OFFICE TOWER,SUITE 700, DALLAS, TX 75240 AS NOTED JWH MTR JWH EngineerP.E. No.DateNot for construction or permit purposes.FOR REVIEW ONLY10/6/2022124909JOSEPH HORNISHERSE N. WHITE CHAPEL BLVD & E. KIRKWOOD BLVD CITY OF SOUTHLAKE, TEXAS CARILLON PARC PREPARED FOR HCCP PROPERTY PARTNERS 064514100 C-002CITY GENERAL NOTES BY DATE REVISIONSNo.DATESHEET NUMBERCHECKED BY: SCALE: DESIGNED BY: DRAWN BY: KHA PROJECT 10/6/22 PHONE: 972-770-1300 FAX: 972-239-3820 WWW.KIMLEY-HORN.COM TX F-928 © 2021 KIMLEY-HORN AND ASSOCIATES, INC. LAST SAVED 6/13/2022 8:51 AMPLOTTED BY GINDT, DYLAN 10/6/2022 10:37 AMDWG PATH K:\DAL_Civil\064514100-Carillon\CAD\Single Family\PlanSheetsDWG NAME C-General Notes-SF.dwg , [ KHA-Notes ]IMAGESXREFS xBrdr (22x34) 13455 NOEL ROAD, TWO GALLERIA OFFICE TOWER,SUITE 700, DALLAS, TX 75240 AS NOTED JWH MTR JWH EngineerP.E. No.DateNot for construction or permit purposes.FOR REVIEW ONLY10/6/2022124909JOSEPH HORNISHERSE N. WHITE CHAPEL BLVD & E. KIRKWOOD BLVD CITY OF SOUTHLAKE, TEXAS CARILLON PARC PREPARED FOR HCCP PROPERTY PARTNERS 064514100 C-003GENERAL NOTES KH GENERAL NOTESOVERALL:1. ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THESE PLANS, CITY (OR TOWN) STANDARD DETAILS AND SPECIFICATIONS, THE FINALGEOTECHNICAL REPORT AND ALL ISSUED ADDENDA, AND COMMONLY ACCEPTED CONSTRUCTION STANDARDS. THE CITY SPECIFICATIONS SHALL GOVERNWHERE OTHER SPECIFICATIONS DO NOT EXIST. IN CASE OF CONFLICTING SPECIFICATIONS OR DETAILS, THE MORE RESTRICTIVE SPECIFICATION ANDDETAIL SHALL BE FOLLOWED.2. THE CONTRACTOR SHALL COMPLY WITH CITY (OR TOWN) “GENERAL NOTES” FOR CONSTRUCTION, IF EXISTING AND REQUIRED BY THE CITY. FORINSTANCES WHERE THEY CONFLICT WITH THESE KH GENERAL NOTES, THEN THE MORE RESTRICTIVE SHALL APPLY.3. THE CONTRACTOR SHALL FURNISH ALL MATERIAL AND LABOR TO CONSTRUCT THE FACILITY AS SHOWN AND DESCRIBED IN THE CONSTRUCTIONDOCUMENTS IN ACCORDANCE WITH THE APPROPRIATE AUTHORITIES' SPECIFICATIONS AND REQUIREMENTS.4. THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO BIDDING TO DETERMINE EXISTING CONDITIONS.5. THE EXISTING CONDITIONS SHOWN ON THESE PLANS WERE PROVIDED BY THE TOPOGRAPHIC SURVEY PREPARED BY THE PROJECT SURVEYOR, AND AREBASED ON THE BENCHMARKS SHOWN. THE CONTRACTOR SHALL REFERENCE THE SAME BENCHMARKS.6. THE CONTRACTOR SHALL REVIEW AND VERIFY THE EXISTING TOPOGRAPHIC SURVEY SHOWN ON THE PLANS REPRESENTS EXISTING FIELD CONDITIONSPRIOR TO CONSTRUCTION, AND SHALL REPORT ANY DISCREPANCIES FOUND TO THE OWNER AND ENGINEER IMMEDIATELY.7. IF THE CONTRACTOR DOES NOT ACCEPT THE EXISTING TOPOGRAPHIC SURVEY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, THEN THE CONTRACTORSHALL SUPPLY AT THEIR OWN EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED PROFESSIONAL LAND SURVEYOR TO THE OWNER AND ENGINEERFOR REVIEW.8. CONTRACTOR SHALL PROVIDE ALL CONSTRUCTION SURVEYING AND STAKING.9. CONTRACTOR SHALL VERIFY HORIZONTAL AND VERTICAL CONTROL, INCLUDING BENCHMARKS PRIOR TO COMMENCING CONSTRUCTION OR STAKING OFIMPROVEMENTS. PROPERTY LINES AND CORNERS SHALL BE HELD AS THE HORIZONTAL CONTROL.10.THE CONTRACTOR SHALL REVIEW AND VERIFY ALL DIMENSIONS, ELEVATIONS, AND FIELD CONDITIONS THAT MAY AFFECT CONSTRUCTION. ANYDISCREPANCIES ON THE DRAWINGS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ARCHITECT AND ENGINEER BEFORE COMMENCINGWORK. NO FIELD CHANGES OR DEVIATIONS FROM DESIGN ARE TO BE MADE WITHOUT PRIOR APPROVAL OF THE ARCHITECT, ENGINEER, AND IFAPPLICABLE THE CITY AND OWNER. NO CONSIDERATION WILL BE GIVEN TO CHANGE ORDERS FOR WHICH THE CITY, ENGINEER, AND OWNER WERE NOTCONTACTED PRIOR TO CONSTRUCTION OF THE AFFECTED ITEM.11.CONTRACTOR SHALL THOROUGHLY CHECK COORDINATION OF CIVIL, LANDSCAPE, MEP, ARCHITECTURAL, AND OTHER PLANS PRIOR TO COMMENCINGCONSTRUCTION. OWNER/ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCY PRIOR TO COMMENCING WITH CONSTRUCTION.12.IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE VARIOUS UTILITY COMPANIES WHICH MAY HAVE BURIED OR AERIAL UTILITIES WITHIN OR NEARTHE CONSTRUCTION AREA BEFORE COMMENCING WORK TO HAVE THEM LOCATE THEIR EXISTING UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTORSHALL PROVIDE AN ADEQUATE MINIMUM NOTICE TO ALL UTILITY COMPANIES PRIOR TO BEGINNING CONSTRUCTION.13.CONTRACTOR SHALL CALL TEXAS 811 AN ADEQUATE AMOUNT OF TIME PRIOR TO COMMENCING CONSTRUCTION OR ANY EXCAVATION.14.CONTRACTOR SHALL USE EXTREME CAUTION AS THE SITE CONTAINS VARIOUS KNOWN AND UNKNOWN PUBLIC AND PRIVATE UTILITIES.15.THE LOCATIONS, ELEVATIONS, DEPTH, AND DIMENSIONS OF EXISTING UTILITIES SHOWN ON THE PLANS WERE OBTAINED FROM AVAILABLE UTILITYCOMPANY MAPS AND PLANS, AND ARE CONSIDERED APPROXIMATE AND INCOMPLETE. IT SHALL BE THE CONTRACTORS' RESPONSIBILITY TO VERIFY THEPRESENCE, LOCATION, ELEVATION, DEPTH, AND DIMENSION OF EXISTING UTILITIES SUFFICIENTLY IN ADVANCE OF CONSTRUCTION SO THAT ADJUSTMENTSCAN BE MADE TO PROVIDE ADEQUATE CLEARANCES. THE ENGINEER SHALL BE NOTIFIED WHEN A PROPOSED IMPROVEMENT CONFLICTS WITH ANEXISTING UTILITY.16.THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING ANY ADJUSTMENTS AND RELOCATIONS OF EXISTING UTILITIES THAT CONFLICT WITH THEPROPOSED IMPROVEMENTS, INCLUDING BUT NOT LIMITED TO, ADJUSTING EXISTING MANHOLES TO MATCH PROPOSED GRADE, RELOCATING EXISTINGPOLES AND GUY WIRES THAT ARE LOCATED IN PROPOSED DRIVEWAYS, ADJUSTING THE HORIZONTAL OR VERTICAL ALIGNMENT OF EXISTINGUNDERGROUND UTILITIES TO ACCOMMODATE PROPOSED GRADE OR CROSSING WITH A PROPOSED UTILITY, AND ANY OTHERS THAT MAY BEENCOUNTERED THAT ARE UNKNOWN AT THIS TIME AND NOT SHOWN ON THESE PLANS.17.CONTRACTOR SHALL ARRANGE FOR OR PROVIDE, AT ITS EXPENSE, ALL GAS, TELECOMMUNICATIONS, CABLE, OVERHEAD AND UNDERGROUND POWERLINE, AND UTILITY POLE ADJUSTMENTS NEEDED.18.CONTRACTOR IS RESPONSIBLE FOR COORDINATING INSTALLATION OF FRANCHISE UTILITIES THAT ARE NECESSARY FOR ON-SITE AND OFF-SITECONSTRUCTION, AND SERVICE TO THE PROPOSED DEVELOPMENT.19.THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ALL DAMAGES DUE TO THE CONTRACTORS' FAILURE TO EXACTLY LOCATE AND PRESERVE ALLUTILITIES. THE OWNER OR ENGINEER WILL ASSUME NO LIABILITY FOR ANY DAMAGES SUSTAINED OR COST INCURRED BECAUSE OF THE OPERATIONS INTHE VICINITY OF EXISTING UTILITIES OR STRUCTURES. IF IT IS NECESSARY TO SHORE, BRACE, SWING OR RELOCATE A UTILITY, THE UTILITY COMPANY ORDEPARTMENT AFFECTED SHALL BE CONTACTED BY THE CONTRACTOR AND THEIR PERMISSION OBTAINED REGARDING THE METHOD TO USE FOR SUCHWORK.20.BRACING OF UTILITY POLES MAY BE REQUIRED BY THE UTILITY COMPANIES WHEN TRENCHING OR EXCAVATING IN CLOSE PROXIMITY TO THE POLES. THECOST OF BRACING POLES WILL BE BORNE BY THE CONTRACTOR, WITH NO SEPARATE PAY ITEM FOR THIS WORK. THE COST IS INCIDENTAL TO THE PAYITEM.21.CONTRACTOR SHALL USE ALL NECESSARY SAFETY PRECAUTIONS TO AVOID CONTACT WITH OVERHEAD AND UNDERGROUND POWER LINES. CONTRACTORSHALL COMPLY WITH ALL APPLICABLE LOCAL, STATE, FEDERAL AND UTILITY OWNER REGULATIONS PERTAINING TO WORK SETBACKS FROM POWER LINES.22.THE CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ALL REQUIRED CONSTRUCTION PERMITS, APPROVALS, AND BONDS PRIOR TO CONSTRUCTION.23.THE CONTRACTOR SHALL HAVE AVAILABLE AT THE JOB SITE AT ALL TIMES A COPY OF THE CONTRACT DOCUMENTS INCLUDING PLANS, GEOTECHNICALREPORT AND ADDENDA, PROJECT AND CITY SPECIFICATIONS, AND SPECIAL CONDITIONS, COPIES OF ANY REQUIRED CONSTRUCTION PERMITS, EROSIONCONTROL PLANS, SWPPP AND INSPECTION REPORTS.24.ALL SHOP DRAWINGS AND OTHER DOCUMENTS THAT REQUIRE ENGINEER REVIEW SHALL BE SUBMITTED BY THE CONTRACTOR SUFFICIENTLY IN ADVANCEOF CONSTRUCTION OF THAT ITEM, SO THAT NO LESS THAN 10 BUSINESS DAYS FOR REVIEW AND RESPONSE IS AVAILABLE.25.ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES, JURISDICTIONAL AGENCIES, AND/OR UTILITY SERVICE COMPANIES SHALL BEPERFORMED PRIOR TO USE OF THE FACILITY AND THE FINAL CONNECTION OF SERVICES.26.CONTRACTOR SHALL ARRANGE FOR REQUIRED CITY INSPECTIONS.27.CONTRACTOR'S BID PRICE SHALL INCLUDE ALL INSPECTION FEES.28.ALL SYMBOLS SHOWN ON THESE PLANS (E.G. FIRE HYDRANT, METERS, VALVES, INLETS, ETC.…) ARE FOR PRESENTATION PURPOSES ONLY AND ARE NOTTO SCALE. CONTRACTOR SHALL COORDINATE FINAL SIZES AND LOCATIONS WITH APPROPRIATE CITY INSPECTOR.29.THE SCOPE OF WORK FOR THE CIVIL IMPROVEMENTS SHOWN ON THESE PLANS TERMINATES 5-FEET FROM THE BUILDING. REFERENCE THE BUILDINGPLANS (E.G. ARCHITECTURAL, STRUCTURAL, MEP) FOR AREAS WITHIN 5-FEET OF THE BUILDING AND WITHIN THE BUILDING FOOTPRINT.30.REFER TO ARCHITECTURAL AND STRUCTURAL PLANS FOR ALL FINAL BUILDING DIMENSIONS.31.THE PROPOSED BUILDING FOOTPRINT(S) SHOWN IN THESE PLANS WAS PROVIDED TO KIMLEY-HORN AND ASSOCIATES, INC. (KH) BY THE PROJECTARCHITECT AT THE TIME THESE PLANS WERE PREPARED. IT MAY NOT BE THE FINAL CORRECT VERSION BECAUSE THE BUILDING DESIGN WAS ONGOING.THE CONTRACTOR IS SOLELY RESPONSIBLE FOR CONFIRMING THE FINAL CORRECT VERSION OF THE BUILDING FOOTPRINT WITH THE ARCHITECT ANDSTRUCTURAL ENGINEER PRIOR TO LAYOUT. DIMENSIONS AND/OR COORDINATES SHOWN ON THESE PLANS WERE BASED ON THE ABOVE STATEDARCHITECTURAL FOOTPRINT, AND ARE THEREFORE A PRELIMINARY LOCATION OF THE BUILDING. THE CONTRACTOR IS SOLELY RESPONSIBLE TO VERIFYWHAT PART OF THE BUILDING THE ARCHITECT'S FOOTPRINT REPRESENTS (E.G. SLAB, OUTSIDE WALL, MASONRY LEDGE, ETC.….) AND TO CONFIRM ITSFINAL POSITION ON THE SITE BASED ON THE FINAL ARCHITECTURAL FOOTPRINT, CIVIL DIMENSION CONTROL PLAN, SURVEY BOUNDARY AND/OR PLAT. ANYDIFFERENCES FOUND SHALL BE REPORTED TO KH IMMEDIATELY.32.ALL CONSTRUCTION SHALL COMPLY WITH THE PROJECT'S FINAL GEOTECHNICAL REPORT (OR LATEST EDITION), INCLUDING SUBSEQUENT ADDENDA.33.CONTRACTOR IS RESPONSIBLE FOR ALL MATERIALS TESTING AND CERTIFICATION, UNLESS SPECIFIED OTHERWISE BY OWNER. ALL MATERIALS TESTINGSHALL BE COORDINATED WITH THE APPROPRIATE CITY INSPECTOR AND COMPLY WITH CITY STANDARD SPECIFICATIONS AND GEOTECHNICAL REPORT.TESTING SHALL BE PERFORMED BY AN APPROVED INDEPENDENT AGENCY FOR TESTING MATERIALS. OWNER SHALL APPROVE THE AGENCY NOMINATEDBY THE CONTRACTOR FOR MATERIALS TESTING.34.ALL COPIES OF MATERIALS TEST RESULTS SHALL BE SENT TO THE OWNER, ENGINEER AND ARCHITECT DIRECTLY FROM THE TESTING AGENCY.35.IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO SHOW, BY THE STANDARD TESTING PROCEDURES OF THE MATERIALS, THAT THE WORKCONSTRUCTED MEETS THE PROJECT REQUIREMENTS AND CITY SPECIFICATIONS.36.DUE TO THE POTENTIAL FOR DIFFERENTIAL SOIL MOVEMENT ADJACENT TO THE BUILDING, THE CONTRACTOR SHALL ADHERE TO GEOTECHNICAL REPORT'SRECOMMENDATION FOR SUBGRADE PREPARATION SPECIFIC TO FLATWORK ADJACENT TO THE PROPOSED BUILDING. THE OWNER AND CONTRACTOR AREADVISED TO OBTAIN A GEOTECHNICAL ENGINEER RECOMMENDATION SPECIFIC TO FLATWORK ADJACENT TO THE BUILDING, IF NONE IS CURRENTLYEXISTING.37.ALL CONTRACTORS MUST CONFINE THEIR ACTIVITIES TO THE WORK AREA. NO ENCROACHMENTS OUTSIDE OF THE WORK AREA WILL BE ALLOWED. ANYDAMAGE RESULTING THEREFROM SHALL BE CONTRACTOR'S SOLE RESPONSIBILITY TO REPAIR.38.THE CONTRACTOR SHALL PROTECT ALL EXISTING STRUCTURES, UTILITIES, MANHOLES, POLES, GUY WIRES, VALVE COVERS, VAULT LIDS, FIRE HYDRANTS,COMMUNICATION BOXES/PEDESTALS, AND OTHER FACILITIES TO REMAIN AND SHALL REPAIR ANY DAMAGES AT NO COST TO THE OWNER.39.THE CONTRACTOR SHALL IMMEDIATELY REPAIR OR REPLACE ANY PHYSICAL DAMAGE TO PRIVATE PROPERTY OR PUBLIC IMPROVEMENTS, INCLUDING BUTNOT LIMITED TO: FENCES, WALLS, SIGNS, PAVEMENT, CURBS, UTILITIES, SIDEWALKS, GRASS, TREES, LANDSCAPING, AND IRRIGATION SYSTEMS, ETC.… TOORIGINAL CONDITION OR BETTER AT NO COST TO THE OWNER.40.ALL AREAS IN EXISTING RIGHT-OF-WAY DISTURBED BY SITE CONSTRUCTION SHALL BE REPAIRED TO ORIGINAL CONDITION OR BETTER, INCLUDING ASNECESSARY GRADING, LANDSCAPING, CULVERTS, AND PAVEMENT.41.THE CONTRACTOR SHALL SALVAGE ALL EXISTING POWER POLES, SIGNS, WATER VALVES, FIRE HYDRANTS, METERS, ETC... THAT ARE TO BE RELOCATEDDURING CONSTRUCTION.42.CONTRACTOR SHALL MAINTAIN ADEQUATE SITE DRAINAGE DURING ALL PHASES OF CONSTRUCTION, INCLUDING MAINTAINING EXISTING DITCHES ORCULVERTS FREE OF OBSTRUCTIONS AT ALL TIMES.43.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND SUBMITTING A TRENCH SAFETY PLAN, PREPARED BY A PROFESSIONAL ENGINEER IN THE STATEOF TEXAS, TO THE CITY PRIOR TO CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING TRENCH SAFETY REQUIREMENTS IN ACCORDANCEWITH CITY, STATE, AND FEDERAL REQUIREMENTS, INCLUDING OSHA FOR ALL TRENCHES. NO OPEN TRENCHES SHALL BE ALLOWED OVERNIGHT WITHOUTPRIOR WRITTEN APPROVAL OF THE CITY.44.THE CONTRACTOR SHALL KEEP TRENCHES FREE FROM WATER.45.SITE SAFETY IS SOLELY THE RESPONSIBILITY OF THE CONTRACTOR.46.THESE PLANS DO NOT EXTEND TO OR INCLUDE DESIGNS OR SYSTEMS PERTAINING TO THE SAFETY OF THE CONTRACTOR OR ITS EMPLOYEES, AGENTS ORREPRESENTATIVES IN THE PERFORMANCE OF THE WORK. THE ENGINEER'S SEAL HEREON DOES NOT EXTEND TO ANY SUCH SAFETY SYSTEM. THECONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTATION OF ALL REQUIRED SAFETY PROCEDURES AND PROGRAMS.47.SIGNS RELATED TO SITE OPERATION OR SAFETY ARE NOT INCLUDED IN THESE PLANS.48.CONTRACTOR OFFICE AND STAGING AREA SHALL BE AGREED ON BY THE OWNER AND CONTRACTOR PRIOR TO BEGINNING OF CONSTRUCTION.CONTRACTOR IS RESPONSIBLE FOR ALL PERMITTING REQUIREMENTS FOR THE CONSTRUCTION OFFICE, TRAILER, STORAGE, AND STAGING OPERATIONSAND LOCATIONS.49.LIGHT POLES, SIGNS, AND OTHER OBSTRUCTIONS SHALL NOT BE PLACED IN ACCESSIBLE ROUTES.50.ALL SIGNS, PAVEMENT MARKINGS, AND OTHER TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE "TEXAS MANUAL ON UNIFORM TRAFFIC CONTROLDEVICES".51.TOP RIM ELEVATIONS OF ALL EXISTING AND PROPOSED MANHOLES SHALL BE COORDINATED WITH TOP OF PAVEMENT OR FINISHED GRADE AND SHALL BEADJUSTED TO BE FLUSH WITH THE ACTUAL FINISHED GRADE AT THE TIME OF PAVING.52.CONTRACTOR SHALL ADJUST ALL EXISTING AND PROPOSED VALVES, FIRE HYDRANTS, AND OTHER UTILITY APPURTENANCES TO MATCH ACTUAL FINISHEDGRADES AT THE TIME OF PAVING.53.THE CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION SEQUENCING AND PHASING, AND SHALL CONTACT THE APPROPRIATE CITY OFFICIALS, INCLUDINGBUILDING OFFICIAL, ENGINEERING INSPECTOR, AND FIRE MARSHALL TO LEARN OF ANY REQUIREMENTS.54.CONTRACTOR IS RESPONSIBLE FOR PREPARATION, SUBMITTAL, AND APPROVAL BY THE CITY OF A TRAFFIC CONTROL PLAN PRIOR TO THE START OFCONSTRUCTION, AND THEN THE IMPLEMENTATION OF THE PLAN.55.CONTRACTOR SHALL KEEP A NEAT AND ACCURATE RECORD OF CONSTRUCTION, INCLUDING ANY DEVIATIONS OR VARIANCES FROM THE PLANS.56.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AS-BUILT PLANS TO THE ENGINEER AND CITY IDENTIFYING ALL DEVIATIONS AND VARIATIONSFROM THESE PLANS MADE DURING CONSTRUCTION.EROSION CONTROL:1. THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL, STATE, AND FEDERAL EROSION CONTROL AND WATER QUALITY REQUIREMENTS, LAWS, ANDORDINANCES THAT APPLY TO THE CONSTRUCTION SITE LAND DISTURBANCE.2. CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF THE “TCEQ GENERAL PERMIT TO DISCHARGE UNDER THE TEXAS POLLUTANT DISCHARGEELIMINATION SYSTEM TXR 150000”.3. EROSION CONTROL DEVICES SHOWN ON THE EROSION CONTROL PLAN FOR THE PROJECT SHALL BE INSTALLED PRIOR TO THE START OF LANDDISTURBANCE.4. ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED IN ACCORDANCE WITH THE APPROVED PLANS AND SPECIFICATIONS FOR THE PROJECT.5. CONTRACTOR IS SOLELY RESPONSIBLE FOR INSTALLATION, IMPLEMENTATION, MAINTENANCE, AND EFFECTIVENESS OF ALL EROSION CONTROL DEVICES,BEST MANAGEMENT PRACTICES (BMPS), AND FOR UPDATING THE EROSION CONTROL PLAN DURING CONSTRUCTION AS FIELD CONDITIONS CHANGE.6. CONTRACTOR SHALL DOCUMENT THE DATES OF INSTALLATION, MAINTENANCE OR MODIFICATION, AND REMOVAL FOR EACH BMP EMPLOYED IN THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) IF APPLICABLE.7. AS STORM SEWER INLETS ARE INSTALLED ON-SITE, TEMPORARY EROSION CONTROL DEVICES SHALL BE INSTALLED AT EACH INLET PER APPROVEDDETAILS.8. THE EROSION CONTROL DEVICES SHALL REMAIN IN PLACE UNTIL THE AREA IT PROTECTS HAS BEEN PERMANENTLY STABILIZED.9. CONTRACTOR SHALL PROVIDE ADEQUATE EROSION CONTROL DEVICES NEEDED DUE TO PROJECT PHASING.10.CONTRACTOR SHALL OBSERVE THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES AND MAKE FIELD ADJUSTMENTS AND MODIFICATIONS ASNEEDED TO PREVENT SEDIMENT FROM LEAVING THE SITE. IF THE EROSION CONTROL DEVICES DO NOT EFFECTIVELY CONTROL EROSION AND PREVENTSEDIMENTATION FROM WASHING OFF THE SITE, THEN THE CONTRACTOR SHALL NOTIFY THE ENGINEER.11.OFF-SITE SOIL BORROW, SPOIL, AND STORAGE AREAS (IF APPLICABLE) ARE CONSIDERED AS PART OF THE PROJECT SITE AND MUST ALSO COMPLY WITHTHE EROSION CONTROL REQUIREMENTS FOR THIS PROJECT. THIS INCLUDES THE INSTALLATION OF BMP'S TO CONTROL EROSION AND SEDIMENTATIONAND THE ESTABLISHMENT OF PERMANENT GROUND COVER ON DISTURBED AREAS PRIOR TO FINAL APPROVAL OF THE PROJECT. CONTRACTOR ISRESPONSIBLE FOR MODIFYING THE SWPPP AND EROSION CONTROL PLAN TO INCLUDE BMPS FOR ANY OFF-SITE THAT ARE NOT ANTICIPATED OR SHOWNON THE EROSION CONTROL PLAN.12.ALL STAGING, STOCKPILES, SPOIL, AND STORAGE SHALL BE LOCATED SUCH THAT THEY WILL NOT ADVERSELY AFFECT STORM WATER QUALITY.PROTECTIVE MEASURES SHALL BE PROVIDED IF NEEDED TO ACCOMPLISH THIS REQUIREMENT, SUCH AS COVERING OR ENCIRCLING THE AREA WITH ANAPPROPRIATE BARRIER.13.CONTRACTORS SHALL INSPECT ALL EROSION CONTROL DEVICES, BMPS, DISTURBED AREAS, AND VEHICLE ENTRY AND EXIT AREAS WEEKLY AND WITHIN 24HOURS OF ALL RAINFALL EVENTS OF 0.5 INCHES OR GREATER, AND KEEP A RECORD OF THIS INSPECTION IN THE SWPPP BOOKLET IF APPLICABLE, TOVERIFY THAT THE DEVICES AND EROSION CONTROL PLAN ARE FUNCTIONING PROPERLY.14.CONTRACTOR SHALL CONSTRUCT A STABILIZED CONSTRUCTION ENTRANCE AT ALL PRIMARY POINTS OF ACCESS IN ACCORDANCE WITH CITYSPECIFICATIONS. CONTRACTOR SHALL ENSURE THAT ALL CONSTRUCTION TRAFFIC USES THE STABILIZED ENTRANCE AT ALL TIMES FOR ALLINGRESS/EGRESS.15.SITE ENTRY AND EXITS SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT THE TRACKING AND FLOWING OF SEDIMENT AND DIRT ONTO OFF-SITEROADWAYS. ALL SEDIMENT AND DIRT FROM THE SITE THAT IS DEPOSITED ONTO AN OFF-SITE ROADWAY SHALL BE REMOVED IMMEDIATELY.16.THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL SILT AND DEBRIS FROM THE AFFECTED OFF-SITE ROADWAYS THAT ARE A RESULT OF THECONSTRUCTION, AS REQUESTED BY OWNER AND CITY. AT A MINIMUM, THIS SHOULD OCCUR ONCE PER DAY FOR THE OFF-SITE ROADWAYS.17.WHEN WASHING OF VEHICLES IS REQUIRED TO REMOVE SEDIMENT PRIOR TO EXITING THE SITE, IT SHALL BE DONE IN AN AREA STABILIZED WITH CRUSHEDSTONE THAT DRAINS INTO AN APPROVED SEDIMENT TRAP BMP.18.CONTRACTOR SHALL INSTALL A TEMPORARY SEDIMENT BASIN FOR ANY ON-SITE DRAINAGE AREAS THAT ARE GREATER THAN 10 ACRES, PER TCEQ ANDCITY STANDARDS. IF NO ENGINEERING DESIGN HAS BEEN PROVIDED FOR A SEDIMENTATION BASIN ON THESE PLANS, THEN THE CONTRACTOR SHALLARRANGE FOR AN APPROPRIATE DESIGN TO BE PROVIDED.19.ALL FINES IMPOSED FOR SEDIMENT OR DIRT DISCHARGED FROM THE SITE SHALL BE PAID BY THE RESPONSIBLE CONTRACTOR.20.WHEN SEDIMENT OR DIRT HAS CLOGGED THE CONSTRUCTION ENTRANCE VOID SPACES BETWEEN STONES OR DIRT IS BEING TRACKED ONTO A ROADWAY,THE AGGREGATE PAD MUST BE WASHED DOWN OR REPLACED. RUNOFF FROM THE WASH-DOWN OPERATION SHALL NOT BE ALLOWED TO DRAIN DIRECTLYOFF SITE WITHOUT FIRST FLOWING THROUGH ANOTHER BMP TO CONTROL SEDIMENTATION. PERIODIC RE-GRADING OR NEW STONE MAY BE REQUIRED TOMAINTAIN THE EFFECTIVENESS OF THE CONSTRUCTION ENTRANCE.21.TEMPORARY SEEDING OR OTHER APPROVED STABILIZATION SHALL BE INITIATED WITHIN 14 DAYS OF THE LAST DISTURBANCE OF ANY AREA, UNLESSADDITIONAL CONSTRUCTION IN THE AREA IS EXPECTED WITHIN 21 DAYS OF THE LAST DISTURBANCE.22.CONTRACTOR SHALL FOLLOW GOOD HOUSEKEEPING PRACTICES DURING CONSTRUCTION, ALWAYS CLEANING UP DIRT, LOOSE MATERIAL, AND TRASH ASCONSTRUCTION PROGRESSES.23.UPON COMPLETION OF FINE GRADING, ALL SURFACES OF DISTURBED AREAS SHALL BE PERMANENTLY STABILIZED. STABILIZATION IS ACHIEVED WHEN THEAREA IS EITHER COVERED BY PERMANENT IMPERVIOUS STRUCTURES, SUCH AS BUILDINGS, SIDEWALK, PAVEMENT, OR A UNIFORM PERENNIALVEGETATIVE COVER.24.AT THE CONCLUSION OF THE PROJECT, ALL INLETS, DRAIN PIPE, CHANNELS, DRAINAGEWAYS AND BORROW DITCHES AFFECTED BY THE CONSTRUCTIONSHALL BE DREDGED, AND THE SEDIMENT GENERATED BY THE PROJECT SHALL BE REMOVED AND DISPOSED IN ACCORDANCE WITH APPLICABLEREGULATIONS.STORM WATER DISCHARGE AUTHORIZATION:1. CONTRACTOR SHALL COMPLY WITH ALL TCEQ AND EPA STORM WATER POLLUTION PREVENTION REQUIREMENTS.2. CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF THE TCEQ GENERAL PERMIT TO DISCHARGE UNDER THE TEXAS POLLUTANT DISCHARGEELIMINATION SYSTEM TXR 150000.3. THE CONTRACTOR SHALL ENSURE THAT ALL PRIMARY OPERATORS SUBMIT A NOI TO TCEQ AT LEAST SEVEN DAYS PRIOR TO COMMENCINGCONSTRUCTION (IF APPLICABLE), OR IF UTILIZING ELECTRONIC SUBMITTAL, PRIOR TO COMMENCING CONSTRUCTION. ALL PRIMARY OPERATORS SHALLPROVIDE A COPY OF THE SIGNED NOI TO THE OPERATOR OF ANY MS4 (TYPICALLY THE CITY) RECEIVING DISCHARGE FROM THE SITE.4. CONTRACTOR SHALL BE RESPONSIBLE FOR THE IMPLEMENTATION OF THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) IF APPLICABLE,INCLUDING POSTING SITE NOTICE, INSPECTIONS, DOCUMENTATION, AND SUBMISSION OF ANY INFORMATION REQUIRED BY THE TCEQ AND EPA (E.G. NOI).5. ALL CONTRACTORS AND SUBCONTRACTORS PROVIDING SERVICES RELATED TO THE SWPPP SHALL SIGN THE REQUIRED CONTRACTOR CERTIFICATIONSTATEMENT ACKNOWLEDGING THEIR RESPONSIBILITIES AS SPECIFIED IN THE SWPPP.6. A COPY OF THE SWPPP, INCLUDING NOI, SITE NOTICE, CONTRACTOR CERTIFICATIONS, AND ANY REVISIONS, SHALL BE SUBMITTED TO THE CITY BY THECONTRACTOR AND SHALL BE RETAINED ON-SITE DURING CONSTRUCTION.7. A NOTICE OF TERMINATION (NOT) SHALL BE SUBMITTED TO TCEQ BY ANY PRIMARY OPERATOR WITHIN 30 DAYS AFTER ALL SOIL DISTURBING ACTIVITIES ATTHE SITE HAVE BEEN COMPLETED AND A UNIFORM VEGETATIVE COVER HAS BEEN ESTABLISHED ON ALL UNPAVED AREAS AND AREAS NOT COVERED BYSTRUCTURES, A TRANSFER OF OPERATIONAL CONTROL HAS OCCURRED, OR THE OPERATOR HAS OBTAINED ALTERNATIVE AUTHORIZATION UNDER ADIFFERENT PERMIT. A COPY OF THE NOT SHALL BE PROVIDED TO THE OPERATOR OF ANY MS4 RECEIVING DISCHARGE FROM THE SITE.DEMOLITION:1. KH IS NOT RESPONSIBLE FOR THE MEANS AND METHODS EMPLOYED BY THE CONTRACTOR TO IMPLEMENT THIS DEMOLITION PLAN. THIS PRELIMINARYDEMOLITION PLAN SIMPLY INDICATES THE KNOWN OBJECTS ON THE SUBJECT TRACT THAT ARE TO BE DEMOLISHED AND REMOVED FROM THE SITE.2. KH DOES NOT WARRANT OR REPRESENT THAT THE PLAN, WHICH WAS PREPARED BASED ON SURVEY AND UTILITY INFORMATION PROVIDED BY OTHERS,SHOWS ALL IMPROVEMENTS AND UTILITIES, THAT THE IMPROVEMENTS AND UTILITIES ARE SHOWN ACCURATELY, OR THAT THE UTILITIES SHOWN CAN BEREMOVED. THE CONTRACTOR IS RESPONSIBLE FOR PERFORMING ITS OWN SITE RECONNAISSANCE TO SCOPE ITS WORK AND TO CONFIRM WITH THEOWNERS OF IMPROVEMENTS AND UTILITIES THE ABILITY AND PROCESS FOR THE REMOVAL OF THEIR FACILITIES.3. THIS PLAN IS INTENDED TO GIVE A GENERAL GUIDE TO THE CONTRACTOR, NOTHING MORE. THE GOAL OF THE DEMOLITION IS TO LEAVE THE SITE IN ASTATE SUITABLE FOR THE CONSTRUCTION OF THE PROPOSED DEVELOPMENT. REMOVAL OR PRESERVATION OF IMPROVEMENTS, UTILITIES, ETC. TOACCOMPLISH THIS GOAL ARE THE RESPONSIBILITY OF THE CONTRACTOR.4. CONTRACTOR IS STRONGLY CAUTIONED TO REVIEW THE FOLLOWING REPORTS DESCRIBING SITE CONDITIONS PRIOR TO BIDDING AND IMPLEMENTING THEDEMOLITION PLAN:a. ENVIRONMENTAL SITE ASSESSMENT PROVIDED BY THE OWNER,b. ASBESTOS BUILDING INSPECTION REPORT(S) PROVIDED BY THE OWNER,c. GEOTECHNICAL REPORT PROVIDED BY THE OWNER.d. OTHER REPORTS THAT ARE APPLICABLE AND AVAILABLE.5. CONTRACTOR SHALL CONTACT THE OWNER TO VERIFY WHETHER ADDITIONAL REPORTS OR AMENDMENTS TO THE ABOVE CITED REPORTS HAVE BEENPREPARED AND TO OBTAIN/REVIEW/AND COMPLY WITH THE RECOMMENDATION OF SUCH STUDIES PRIOR TO STARTING ANY WORK ON THE SITE.6. CONTRACTOR SHALL COMPLY WITH ALL LOCAL, STATE, AND FEDERAL REGULATIONS REGARDING THE DEMOLITION OF OBJECTS ON THE SITE AND THEDISPOSAL OF THE DEMOLISHED MATERIALS OFF-SITE. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO REVIEW THE SITE, DETERMINE THE APPLICABLEREGULATIONS, RECEIVE THE REQUIRED PERMITS AND AUTHORIZATIONS, AND COMPLY.7. KH DOES NOT REPRESENT THAT THE REPORTS AND SURVEYS REFERENCED ABOVE ARE ACCURATE, COMPLETE, OR COMPREHENSIVE SHOWING ALL ITEMSTHAT WILL NEED TO BE DEMOLISHED AND REMOVED.8. SURFACE PAVEMENT INDICATED MAY OVERLAY OTHER HIDDEN STRUCTURES, SUCH AS ADDITIONAL LAYERS OF PAVEMENT, FOUNDATIONS OR WALLS,THAT ARE ALSO TO BE REMOVED.GRADING:1. THE CONTRACTOR AND GRADING SUBCONTRACTOR SHALL VERIFY THE SUITABILITY OF EXISTING AND PROPOSED SITE CONDITIONS INCLUDING GRADESAND DIMENSIONS BEFORE START OF CONSTRUCTION. THE CIVIL ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES.2. CONTRACTOR SHALL OBTAIN ANY REQUIRED GRADING PERMITS FROM THE CITY.3. UNLESS OTHERWISE NOTED, PROPOSED CONTOURS AND SPOT ELEVATIONS SHOWN IN PAVED AREA REFLECT TOP OF PAVEMENT SURFACE. INLOCATIONS ALONG A CURB LINE, ADD 6-INCHES (OR THE HEIGHT OF THE CURB) TO THE PAVING GRADE FOR TOP OF CURB ELEVATION.4. PROPOSED SPOT ELEVATIONS AND CONTOURS OUTSIDE THE PAVEMENT ARE TO TOP OF FINISHED GRADE.5. PROPOSED CONTOURS ARE APPROXIMATE. PROPOSED SPOT ELEVATIONS AND DESIGNATED GRADIENT ARE TO BE USED IN CASE OF DISCREPANCY.6. ALL FINISHED GRADES SHALL TRANSITION UNIFORMLY BETWEEN THE FINISHED ELEVATIONS SHOWN.7. CONTOURS AND SPOT GRADES SHOWN ARE ELEVATIONS OF TOP OF THE FINISHED SURFACE. WHEN PERFORMING THE GRADING OPERATIONS, THECONTRACTOR SHALL PROVIDE AN APPROPRIATE ELEVATION HOLD-DOWN ALLOWANCE FOR THE THICKNESS OF PAVEMENT, SIDEWALK, TOPSOIL, MULCH,STONE, LANDSCAPING, RIP-RAP AND ALL OTHER SURFACE MATERIALS THAT WILL CONTRIBUTE TO THE TOP OF FINISHED GRADE. FOR EXAMPLE, THELIMITS OF EARTHWORK IN PAVED AREAS IS THE BOTTOM OF THE PAVEMENT SECTION.8. NO REPRESENTATIONS OF EARTHWORK QUANTITIES OR SITE BALANCE ARE MADE BY THESE PLANS. THE CONTRACTOR SHALL PROVIDE THEIR OWNEARTHWORK CALCULATION TO DETERMINE THEIR CONTRACT QUANTITIES AND COST. ANY SIGNIFICANT VARIANCE FROM A BALANCED SITE SHALL BEIMMEDIATELY BROUGHT TO THE ATTENTION OF THE CIVIL ENGINEER.9. ALL GRADING AND EARTHWORK SHALL COMPLY WITH THE PROJECT'S FINAL GEOTECHNICAL REPORT (OR LATEST EDITION), INCLUDING SUBSEQUENTADDENDA.10.ALL EXCAVATION IS UNCLASSIFIED AND SHALL INCLUDE ALL MATERIALS ENCOUNTERED. UNUSABLE EXCAVATED MATERIAL AND ALL WASTE RESULTINGFROM SITE CLEARING AND GRUBBING SHALL BE REMOVED FROM THE SITE AND APPROPRIATELY DISPOSED BY THE CONTRACTOR AT NO ADDITIONALEXPENSE.11.EROSION CONTROL DEVICES SHOWN ON THE EROSION CONTROL PLAN FOR THE PROJECT SHALL BE INSTALLED PRIOR TO THE START OF GRADING.REFERENCE EROSION CONTROL PLAN, DETAILS, GENERAL NOTES, AND SWPPP FOR ADDITIONAL INFORMATION AND REQUIREMENTS.12.BEFORE ANY EARTHWORK IS PERFORMED, THE CONTRACTOR SHALL STAKE OUT AND MARK THE LIMITS OF THE PROJECT'S PROPERTY LINE AND SITEIMPROVEMENTS. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY ENGINEERING AND SURVEYING FOR LINE AND GRADE CONTROL POINTS RELATED TOEARTHWORK.13.CONTRACTOR TO DISPOSE OF ALL EXCESS EXCAVATION MATERIALS IN A MANNER THAT ADHERES TO LOCAL, STATE AND FEDERAL LAWS ANDREGULATIONS. THE CONTRACTOR SHALL KEEP A RECORD OF WHERE EXCESS EXCAVATION WAS DISPOSED, ALONG WITH THE RECEIVING LANDOWNER'SAPPROVAL TO DO SO.14.CONTRACTOR IS RESPONSIBLE FOR REMOVAL AND REPLACEMENT OF TOPSOIL AT THE COMPLETION OF FINE GRADING. CONTRACTOR SHALL REFER TOLANDSCAPE ARCHITECTURE PLANS FOR SPECIFICATIONS AND REQUIREMENTS FOR TOPSOIL.15.CONTRACTOR SHALL MAINTAIN ADEQUATE SITE DRAINAGE DURING ALL PHASES OF CONSTRUCTION, INCLUDING MAINTAINING EXISTING DITCHES ORCULVERTS FREE OF OBSTRUCTIONS AT ALL TIMES.16.NO EARTHWORK FILL SHALL BE PLACED IN ANY EXISTING DRAINAGE WAY, SWALE, CHANNEL, DITCH, CREEK, OR FLOODPLAIN FOR ANY REASON OR ANYLENGTH OF TIME, UNLESS THESE PLANS SPECIFICALLY INDICATE THIS IS REQUIRED.17.TEMPORARY CULVERTS MAY BE REQUIRED IN SOME LOCATIONS TO CONVEY RUN-OFF.18.REFER TO DIMENSION CONTROL PLAN, AND PLAT FOR HORIZONTAL DIMENSIONS.19.THE CONTRACTOR SHALL CLEAR AND GRUB THE SITE AND PLACE, COMPACT, AND CONDITION FILL PER THE PROJECT GEOTECHNICAL ENGINEER'SSPECIFICATIONS. THE FILL MATERIAL TO BE USED SHALL BE APPROVED BY THE GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT.20.CONTRACTOR IS RESPONSIBLE FOR ALL SOILS TESTING AND CERTIFICATION, UNLESS SPECIFIED OTHERWISE BY OWNER. ALL SOILS TESTING SHALL BECOORDINATED WITH THE APPROPRIATE CITY INSPECTOR AND SHALL COMPLY WITH CITY STANDARD SPECIFICATIONS AND THE GEOTECHNICAL REPORT.SOILS TESTING SHALL BE PERFORMED BY AN APPROVED INDEPENDENT AGENCY FOR TESTING SOILS. THE OWNER SHALL APPROVE THE AGENCYNOMINATED BY THE CONTRACTOR FOR SOILS TESTING.21.ALL COPIES OF SOILS TEST RESULTS SHALL BE SENT TO THE OWNER, ENGINEER AND ARCHITECT DIRECTLY FROM THE TESTING AGENCY.22.IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO SHOW, BY THE STANDARD TESTING PROCEDURES OF THE SOILS, THAT THE WORK CONSTRUCTEDMEETS THE PROJECT REQUIREMENTS AND CITY SPECIFICATIONS.23.THE SCOPE OF WORK FOR CIVIL IMPROVEMENT SHOWN ON THESE PLANS TERMINATES 5-FEET FROM THE BUILDING. CONTRACTOR SHALL REFER TO THEGEOTECHNICAL REPORT AND STRUCTURAL PLANS AND SPECIFICATIONS FILL, CONDITIONING, AND PREPARATION IN THE BUILDING PAD.24.DUE TO THE POTENTIAL FOR DIFFERENTIAL SOIL MOVEMENT ADJACENT TO THE BUILDING, THE CONTRACTOR SHALL ADHERE TO GEOTECHNICAL REPORT'SRECOMMENDATION FOR SUBGRADE PREPARATION SPECIFIC TO FLATWORK ADJACENT TO THE PROPOSED BUILDING. THE OWNER AND CONTRACTOR AREADVISED TO OBTAIN A GEOTECHNICAL ENGINEER RECOMMENDATION SPECIFIC TO FLATWORK ADJACENT TO THE BUILDING, IF NONE IS CURRENTLYEXISTING.25.CONTRACTOR SHALL ENSURE THAT SUFFICIENT POSITIVE SLOPE AWAY FROM THE BUILDING PAD IS ACHIEVED FOR ENTIRE PERIMETER OF THE PROPOSEDBUILDING(S) DURING GRADING OPERATIONS AND IN THE FINAL CONDITION. IF THE CONTRACTOR OBSERVES THAT THIS WILL NOT BE ACHIEVED, THECONTRACTOR SHALL CONTACT THE ENGINEER TO REVIEW THE LOCATION.26.THE CONTRACTOR SHALL TAKE ALL AVAILABLE PRECAUTIONS TO CONTROL DUST. CONTRACTOR SHALL CONTROL DUST BY SPRINKLING WATER, OR BYOTHER MEANS APPROVED BY THE CITY, AT NO ADDITIONAL COST TO THE OWNER.27.CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANIES FOR ANY REQUIRED UTILITY ADJUSTMENTS AND/OR RELOCATIONS NEEDED FORGRADING OPERATIONS AND TO ACCOMMODATE PROPOSED GRADE, INCLUDING THE UNKNOWN UTILITIES NOT SHOWN ON THESE PLANS. CONTRACTORSHALL REFER TO THE GENERAL NOTES “OVERALL” SECTION THESE PLANS FOR ADDITIONAL INFORMATION.28.EXISTING TREE LOCATIONS SHOWN ON THESE PLANS ARE APPROXIMATE. CONTRACTOR SHALL REPORT ANY DISCREPANCIES FOUND IN THE FIELD THATAFFECT THE GRADING PLAN TO THE CIVIL ENGINEER.29.CONTRACTOR SHALL FIELD VERIFY ALL PROTECTED TREE LOCATIONS, INDIVIDUAL PROTECTED TREE CRITICAL ROOT ZONES, AND PROPOSED SITEGRADING, AND NOTIFY THE CIVIL ENGINEER AND LANDSCAPE ARCHITECT OF ANY CONFLICTS WITH THE TREE PRESERVATION PLAN BY THE LANDSCAPEARCHITECT PRIOR TO COMMENCING THE WORK.30.TREE PROTECTION MEASURES SHALL BE INSTALLED IN ACCORDANCE WITH THE CITY STANDARD TREE PROTECTION DETAILS AND THE APPROVED TREEPRESERVATION PLANS BY THE LANDSCAPE ARCHITECT.31.CONTRACTOR SHALL REFER TO THE LANDSCAPING AND TREE PRESERVATIONS PLANS FOR ALL INFORMATION AND DETAILS REGARDING EXISTING TREESTO BE REMOVED AND PRESERVED.32.NO TREE SHALL BE REMOVED UNLESS A TREE REMOVAL PERMIT HAS BEEN ISSUED BY THE CITY, OR CITY HAS OTHERWISE CONFIRMED IN WRITING THATONE IS NOT NEEDED FOR THE TREE(S).33.NO TREE SHALL BE REMOVED OR DAMAGED WITHOUT PRIOR AUTHORIZATION OF THE OWNER OR OWNER'S REPRESENTATIVE. EXISTING TREES SHALL BEPRESERVED WHENEVER POSSIBLE AND GRADING IMPACT TO THEM HELD TO A MINIMUM.34.AFTER PLACEMENT OF SUBGRADE AND PRIOR TO PLACEMENT OF PAVEMENT, CONTRACTOR SHALL TEST AND OBSERVE PAVEMENT AREAS FOR EVIDENCEOF PONDING AND INADEQUATE SLOPE FOR DRAINAGE. ALL AREAS SHALL ADEQUATELY DRAIN TOWARDS THE INTENDED STRUCTURE TO CONVEYSTORMWATER RUNOFF. CONTRACTOR SHALL IMMEDIATELY NOTIFY OWNER AND ENGINEER IF ANY AREAS OF POOR DRAINAGE ARE DISCOVERED.35.CONTRACTOR FIELD ADJUSTMENT OF PROPOSED SPOT GRADES IS ALLOWED, IF THE APPROVAL OF THE CIVIL ENGINEER IS OBTAINED.RETAINING WALLS:1. RETAINING WALLS SHOWN ARE FOR SITE GRADING PURPOSES ONLY, AND INCLUDE ONLY LOCATION AND SURFACE SPOT ELEVATIONS AT THE TOP ANDBOTTOM OF THE WALL.2. RETAINING WALL TYPE OR SYSTEM SHALL BE SELECTED BY THE OWNER.3. RETAINING WALL DESIGN SHALL BE PROVIDED BY OTHERS AND SHALL FIT IN THE WALL ZONE OR LOCATION SHOWN ON THESE PLANS. STRUCTURALDESIGN AND PERMITTING OF RETAINING WALLS, RAILINGS, AND OTHER WALL SAFETY DEVICES SHALL BE PERFORMED BY A LICENSED ENGINEER AND ARENOT PART OF THIS PLAN SET.4. RETAINING WALL DESIGN SHALL MEET THE INTENT OF THE GRADING PLAN AND SHALL ACCOUNT FOR ANY INFLUENCE ON ADJACENT BUILDINGFOUNDATIONS, UTILITIES, PROPERTY LINES AND OTHER CONSTRUCTABILITY NOTES.5. RETAINING WALL ENGINEER SHALL CONSULT THESE PLANS AND THE GEOTECHNICAL REPORT FOR POTENTIAL CONFLICTS.PAVING:1. ALL PAVING MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY STANDARD DETAILS AND SPECIFICATIONS, THEFINAL GEOTECHNICAL REPORT AND ALL ISSUED ADDENDA, AND COMMONLY ACCEPTED CONSTRUCTION STANDARDS. THE CITY SPECIFICATIONS SHALLGOVERN WHERE OTHER SPECIFICATIONS DO NOT EXIST. IN CASE OF CONFLICTING SPECIFICATIONS OR DETAILS, THE MORE RESTRICTIVESPECIFICATION/DETAIL SHALL BE FOLLOWED.2. ALL PRIVATE ON-SITE PAVING AND PAVING SUBGRADE SHALL COMPLY WITH THE PROJECT'S FINAL GEOTECHNICAL REPORT (OR LATEST EDITION),INCLUDING ALL ADDENDA.3. ALL FIRELANE PAVING AND PAVING SUBGRADE SHALL COMPLY WITH CITY STANDARDS AND DETAILS. IF THESE ARE DIFFERENT THAN THOSE IN THEGEOTECHNICAL REPORT, THEN THE MORE RESTRICTIVE SHALL BE FOLLOWED.4. ALL PUBLIC PAVING AND PAVING SUBGRADE SHALL COMPLY WITH CITY STANDARD CONSTRUCTION DETAILS AND SPECIFICATIONS.5. CONTRACTOR IS RESPONSIBLE FOR ALL PAVING AND PAVING SUBGRADE TESTING AND CERTIFICATION, UNLESS SPECIFIED OTHERWISE BY OWNER. ALLPAVING AND PAVING SUBGRADE TESTING SHALL BE COORDINATED WITH THE APPROPRIATE CITY INSPECTOR. TESTING SHALL BE PERFORMED BY ANAPPROVED INDEPENDENT AGENCY FOR TESTING PAVING AND SUBGRADE. OWNER SHALL APPROVE THE AGENCY NOMINATED BY THE CONTRACTOR FORPAVING AND PAVING SUBGRADE TESTING.6. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO SHOW, BY THE STANDARD TESTING PROCEDURES OF THE PAVING AND PAVING SUBGRADE, THAT THEWORK CONSTRUCTED MEETS THE PROJECT REQUIREMENTS AND CITY SPECIFICATIONS.7. DUE TO THE POTENTIAL FOR DIFFERENTIAL SOIL MOVEMENT ADJACENT TO THE BUILDING, THE CONTRACTOR SHALL ADHERE TO GEOTECHNICAL REPORT'SRECOMMENDATION FOR SUBGRADE PREPARATION SPECIFIC TO FLATWORK ADJACENT TO THE PROPOSED BUILDING. THE OWNER AND CONTRACTOR AREADVISED TO OBTAIN A GEOTECHNICAL ENGINEER RECOMMENDATION SPECIFIC TO FLATWORK ADJACENT TO THE BUILDING, IF NONE IS CURRENTLYEXISTING.8. CURB RAMPS ALONG PUBLIC STREETS AND IN THE PUBLIC RIGHT-OF-WAY SHALL BE CONSTRUCTED BASED ON THE CITY STANDARD CONSTRUCTIONDETAIL AND SPECIFICATIONS.9. PRIVATE CURB RAMPS ON THE SITE (I.E. OUTSIDE PUBLIC STREET RIGHT-OF-WAY) SHALL CONFORM TO ADA AND TAS STANDARDS AND SHALL HAVE ADETECTABLE WARNING SURFACE THAT IS FULL WIDTH AND FULL DEPTH OF THE CURB RAMP, NOT INCLUDING FLARES.10.ALL ACCESSIBLE RAMPS, CURB RAMPS, STRIPING, AND PAVEMENT MARKINGS SHALL CONFORM TO ADA AND TAS STANDARDS, LATEST EDITION.11.ANY COMPONENTS OF THE PROJECT SUBJECT TO RESIDENTIAL USE SHALL ALSO CONFORM TO THE FAIR HOUSING ACT, AND COMPLY WITH THE FAIRHOUSING ACT DESIGN MANUAL BY THE US DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT.12.CONTRACTOR SHALL CONSTRUCT PROPOSED PAVEMENT TO MATCH EXISTING PAVEMENT WITH A SMOOTH, FLUSH, CONNECTION.13.CONTRACTOR SHALL FURNISH AND INSTALL ALL PAVEMENT MARKINGS FOR FIRE LANES, PARKING STALLS, HANDICAPPED PARKING SYMBOLS, ANDMISCELLANEOUS STRIPING WITHIN PARKING LOT AND AROUND BUILDING AS SHOWN ON THE PLANS. ALL PAINT AND PAVEMENT MARKINGS SHALL ADHERETO CITY AND OWNER STANDARDS.14.REFER TO GEOTECHNICAL REPORT FOR PAVING JOINT LAYOUT PLAN REQUIREMENTS FOR PRIVATE PAVEMENT.15.REFER TO CITY STANDARD DETAILS AND SPECIFICATIONS FOR JOINT LAYOUT PLAN REQUIREMENTS FOR PUBLIC PAVEMENT.16.ALL REINFORCING STEEL SHALL CONFORM TO THE GEOTECHNICAL REPORT, CITY STANDARDS, AND ASTM A-615, GRADE 60, AND SHALL BE SUPPORTED BYBAR CHAIRS. CONTRACTOR SHALL USE THE MORE STRINGENT OF THE CITY AND GEOTECHNICAL STANDARDS.17.ALL JOINTS SHALL EXTEND THROUGH THE CURB.18.THE MINIMUM LENGTH OF OFFSET JOINTS AT RADIUS POINTS SHALL BE 2 FEET.19.CONTRACTOR SHALL SUBMIT A JOINTING PLAN TO THE ENGINEER AND OWNER PRIOR TO BEGINNING ANY OF THE PAVING WORK.20.ALL SAWCUTS SHALL BE FULL DEPTH FOR PAVEMENT REMOVAL AND CONNECTION TO EXISTING PAVEMENT.21.FIRE LANES SHALL BE MARKED AND LABELED AS A FIRELANE PER CITY STANDARDS.22.UNLESS THE PLANS SPECIFICALLY DICTATE TO THE CONTRARY, ON-SITE AND OTHER DIRECTIONAL SIGNS SHALL BE ORIENTED SO THEY ARE READILYVISIBLE TO THE ONCOMING TRAFFIC FOR WHICH THEY ARE INTENDED.23.CONTRACTOR IS RESPONSIBLE FOR INSTALLING NECESSARY CONDUIT FOR LIGHTING, IRRIGATION, ETC. PRIOR TO PLACEMENT OF PAVEMENT. ALLCONSTRUCTION DOCUMENTS (CIVIL, MEP, LANDSCAPE, IRRIGATION, AND ARCHITECT) SHALL BE CONSULTED.24.BEFORE PLACING PAVEMENT, CONTRACTOR SHALL VERIFY THAT SUITABLE ACCESSIBLE PEDESTRIAN ROUTES (PER ADA, TAS, AND FHA) EXIST TO ANDFROM EVERY DOOR AND ALONG SIDEWALKS, ACCESSIBLE PARKING SPACES, ACCESS AISLES, AND ACCESSIBLE ROUTES. IN NO CASE SHALL ANACCESSIBLE RAMP SLOPE EXCEED 1 VERTICAL TO 12 HORIZONTAL. IN NO CASE SHALL SIDEWALK CROSS SLOPE EXCEED 2.0 PERCENT. IN NO CASE SHALLLONGITUDINAL SIDEWALK SLOPE EXCEED 5.0 PERCENT. ACCESSIBLE PARKING SPACES AND ACCESS AISLES SHALL NOT EXCEED 2.0 PERCENT SLOPE INANY DIRECTION.25.CONTRACTOR SHALL TAKE FIELD SLOPE MEASUREMENTS ON FINISHED SUBGRADE AND FORM BOARDS PRIOR TO PLACING PAVEMENT TO VERIFY THATADA/TAS SLOPE REQUIREMENTS ARE PROVIDED. CONTRACTOR SHALL CONTACT ENGINEER PRIOR TO PAVING IF ANY EXCESSIVE SLOPES AREENCOUNTERED. NO CONTRACTOR CHANGE ORDERS WILL BE ACCEPTED FOR ADA AND TAS SLOPE COMPLIANCE ISSUES.STORM DRAINAGE:1. ALL STORM SEWER MATERIALS AND CONSTRUCTION SHALL COMPLY WITH CITY STANDARD CONSTRUCTION DETAILS AND SPECIFICATIONS.2. THE SITE UTILITY CONTRACTOR SHALL PROVIDE ALL MATERIALS AND APPURTENANCES NECESSARY FOR COMPLETE INSTALLATION OF THE STORM SEWER.3. THE CONTRACTOR SHALL FIELD VERIFY THE SIZE, CONDITION, HORIZONTAL, AND VERTICAL LOCATIONS OF ALL EXISTING STORM SEWER FACILITIES THATARE TO BE CONNECTED TO, PRIOR TO START OF CONSTRUCTION OF ANY STORM SEWER, AND SHALL NOTIFY THE ENGINEER OF ANY CONFLICTSDISCOVERED.4. THE CONTRACTOR SHALL VERIFY AND COORDINATE ALL DIMENSIONS SHOWN, INCLUDING THE HORIZONTAL AND VERTICAL LOCATION OF CURB INLETSAND GRATE INLETS AND ALL UTILITIES CROSSING THE STORM SEWER.5. FLOW LINE, TOP-OF-CURB, RIM, THROAT, AND GRATE ELEVATIONS OF PROPOSED INLETS SHALL BE VERIFIED WITH THE GRADING PLAN AND FIELDCONDITIONS PRIOR TO THEIR INSTALLATION.6. ALL PUBLIC STORM SEWER CONSTRUCTION, PIPE, STRUCTURES, AND FITTINGS SHALL ADHERE TO CITY PUBLIC WORKS STANDARD DETAILS ANDSPECIFICATIONS. CONTRACTOR SHALL ARRANGE FOR REQUIRED CITY INSPECTIONS.7. ALL PRIVATE STORM SEWER CONSTRUCTION, PIPE, STRUCTURES, AND FITTINGS SHALL ADHERE TO THE APPLICABLE PLUMBING CODE. CONTRACTORSHALL ARRANGE FOR REQUIRED CITY INSPECTIONS.8. ALL PVC TO RCP CONNECTIONS AND ALL STORM PIPE CONNECTIONS ENTERING STRUCTURES OR OTHER STORM PIPES SHALL HAVE A CONCRETE COLLARAND BE GROUTED TO ASSURE THE CONNECTION IS WATERTIGHT.9. ALL PUBLIC STORM SEWER LINES SHALL BE MINIMUM CLASS III RCP. PRIVATE STORM SEWER LINES 18-INCHES AND GREATER SHALL BE CLASS III RCP OROTHER APPROVED MATERIAL.10.WHERE COVER EXCEEDS 20-FEET OR IS LESS THAN 2-FEET, CLASS IV RCP SHALL BE USED.11.IF CONTRACTOR PROPOSES TO USE HDPE OR PVC IN LIEU OF RCP FOR PRIVATE STORM SEWER, CONTRACTOR SHALL SUBMIT TECHNICAL DATA TO THEOWNER, ENGINEER AND CITY ENGINEER/INSPECTOR FOR APPROVAL PRIOR TO ORDERING THE MATERIAL. ANY PROPOSED HDPE AND PVC SHALL BEWATERTIGHT.12.THE CONTRACTOR SHALL PROVIDE CONSTRUCTION SURVEYING FOR ALL STORM SEWER LINES.13.EMBEDMENT FOR ALL STORM SEWER LINES, PUBLIC OR PRIVATE, SHALL BE PER CITY STANDARD DETAILS.14.ALL WYE CONNECTIONS AND PIPE BENDS ARE TO BE PREFABRICATED AND INSTALLED PER MANUFACTURERS SPECIFICATIONS.15.USE 4 FOOT JOINTS WITH BEVELED ENDS IF RADIUS OF STORM SEWER IS LESS THAN 100 FEET.16.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND SUBMITTING A TRENCH SAFETY PLAN, PREPARED BY A PROFESSIONAL ENGINEER IN THE STATEOF TEXAS, TO THE CITY PRIOR TO CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING TRENCH SAFETY REQUIREMENTS IN ACCORDANCEWITH CITY, STATE, AND FEDERAL REQUIREMENTS, INCLUDING OSHA FOR ALL TRENCHES. NO OPEN TRENCHES SHALL BE ALLOWED OVERNIGHT WITHOUTPRIOR WRITTEN APPROVAL OF THE CITY.17.THE CONTRACTOR SHALL KEEP TRENCHES FREE FROM WATER.WATER AND WASTEWATER:1. ALL WATER AND WASTEWATER MATERIALS AND CONSTRUCTION SHALL COMPLY WITH CITY STANDARD CONSTRUCTION DETAILS AND SPECIFICATIONS.2. CONTRACTOR SHALL FIELD VERIFY THE SIZE, CONDITION, HORIZONTAL, AND VERTICAL LOCATIONS OF ALL EXISTING WATER AND WASTEWATER FACILITIESTHAT ARE TO BE CONNECTED TO, PRIOR TO START OF CONSTRUCTION OF ANY WATER OR WASTEWATER CONSTRUCTION, AND SHALL NOTIFY THEENGINEER OF ANY CONFLICTS DISCOVERED.3. CONTRACTOR SHALL VERIFY AND COORDINATE ALL DIMENSIONS SHOWN, INCLUDING THE HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITY SERVICESENTERING THE BUILDING.4. THE CONTRACTOR SHALL FIELD VERIFY THE ELEVATION OF ALL UTILITY CROSSINGS PRIOR TO THE INSTALLATION OF ANY PIPE.5. THE SITE UTILITY CONTRACTOR SHALL PROVIDE ALL MATERIALS AND APPURTENANCES NECESSARY FOR COMPLETE INSTALLATION OF THE WATER ANDWASTEWATER IMPROVEMENTS.6. ALL PUBLIC WATER AND WASTEWATER CONSTRUCTION, PIPE, STRUCTURES, AND FITTINGS SHALL ADHERE TO CITY PUBLIC WORKS STANDARD DETAILSAND SPECIFICATIONS. CONTRACTOR SHALL ARRANGE FOR REQUIRED CITY INSPECTIONS.7. ALL PRIVATE WATER AND WASTEWATER CONSTRUCTION, PIPE, STRUCTURES, AND FITTINGS SHALL ADHERE TO THE APPLICABLE PLUMBING CODE.CONTRACTOR SHALL ARRANGE FOR REQUIRED CITY INSPECTIONS.8. FIRE SPRINKLER LINES SHALL BE DESIGNED AND INSTALLED BY A LICENSED FIRE SPRINKLER CONTRACTOR, AND COMPLY TO THE APPLICABLE CODES ANDINSPECTIONS REQUIRED. THESE PLANS WERE PREPARED WITHOUT THE BENEFIT OF THE FIRE SPRINKLER DESIGN. CONTRACTOR SHALL NOTIFY THEENGINEER IF ANY DISCREPANCIES.9. EMBEDMENT FOR ALL WATER AND WASTEWATER LINES, PUBLIC OR PRIVATE, SHALL BE PER CITY STANDARD DETAILS.10.CONTRACTOR SHALL TAKE REQUIRED SANITARY PRECAUTIONS, FOLLOWING ANY CITY, TCEQ, AND AWWA STANDARDS, TO KEEP WATER PIPE AND FITTINGSCLEAN AND CAPPED AT TIMES WHEN INSTALLATION IS NOT IN PROGRESS.11.CONTRACTOR SHALL PROVIDE CONSTRUCTION SURVEYING FOR ALL WATER AND WASTEWATER LINES.12.ALL WATER AND WASTEWATER SERVICES SHALL TERMINATE 5-FEET OUTSIDE THE BUILDING, UNLESS NOTED OTHERWISE.13.CONTRACTOR SHALL COMPLY WITH CITY REQUIREMENTS FOR WATER AND WASTEWATER SERVICE DISRUPTIONS AND THE AMOUNT OF PRIOR NOTICETHAT IS REQUIRED, AND SHALL COORDINATE DIRECTLY WITH THE APPROPRIATE CITY DEPARTMENT.14.CONTRACTOR SHALL SEQUENCE WATER AND WASTEWATER CONSTRUCTION TO AVOID INTERRUPTION OF SERVICE TO SURROUNDING PROPERTIES.15.CONTRACTOR SHALL MAINTAIN WATER SERVICE AND WASTEWATER SERVICE TO ALL CUSTOMERS THROUGHOUT CONSTRUCTION (IF NECESSARY, BY USEOF TEMPORARY METHODS APPROVED BY THE CITY AND OWNER). THIS WORK SHALL BE CONSIDERED SUBSIDIARY TO THE PROJECT AND NO ADDITIONALCOMPENSATION SHALL BE ALLOWED.16.THE CONTRACTOR IS RESPONSIBLE TO PROTECT ALL WATER AND WASTEWATER LINES CROSSING THE PROJECT. THE CONTRACTOR SHALL REPAIR ALLDAMAGED LINES IMMEDIATELY. ALL REPAIRS OF EXISTING WATER MAINS, WATER SERVICES, SEWER MAINS, AND SANITARY SEWER SERVICES ARESUBSIDIARY TO THE WORK, AND NO ADDITIONAL COMPENSATION SHALL BE ALLOWED.17.VALVE ADJUSTMENTS SHALL BE CONSTRUCTED SUCH THAT THE COVERS ARE AT FINISHED SURFACE GRADE OF THE PROPOSED PAVEMENT.18.THE ENDS OF ALL EXISTING WATER MAINS THAT ARE CUT, BUT NOT REMOVED, SHALL BE PLUGGED AND ABANDONED IN PLACE. THIS WORK SHALL BECONSIDERED AS A SUBSIDIARY COST TO THE PROJECT AND NO ADDITIONAL COMPENSATION SHALL BE ALLOWED.19.ALL FIRE HYDRANTS, VALVES, TEES, BENDS, WYES, REDUCERS, FITTINGS, AND ENDS SHALL BE MECHANICALLY RESTRAINED AND/OR THRUST BLOCKED TOCITY STANDARDS.20.CONTRACTOR SHALL INSTALL A FULL SEGMENT OF WATER OR WASTEWATER PIPE CENTERED AT ALL UTILITY CROSSINGS SO THAT THE JOINTS AREGREATER THAN 9-FEET FROM THE CROSSING.21.ALL CROSSINGS AND LOCATIONS WHERE WASTEWATER IS LESS THAN 9-FEET FROM WATER, WASTEWATER CONSTRUCTION AND MATERIALS SHALLCOMPLY WITH TCEQ CHAPTER 217.53.22.ALL CROSSING AND LOCATIONS WHERE WATER IS LESS THAN 9-FEET FROM WASTEWATER, WATER CONSTRUCTION AND MATERIALS SHALL COMPLY WITHTCEQ CHAPTER 290.44.23.ALL WATER AND WASTEWATER SHALL BE TESTED IN ACCORDANCE WITH THE CITY, AWWA, AND TCEQ STANDARDS AND SPECIFICATIONS. AT A MINIMUM,THIS SHALL CONSIST OF THE FOLLOWING:a. ALL WATERLINES SHALL BE HYDROSTATICALLY TESTED AND CHLORINATED BEFORE BEING PLACED INTO SERVICE. CONTRACTOR SHALL COORDINATEWITH THE CITY FOR THEIR REQUIRED PROCEDURES AND SHALL ALSO COMPLY WITH TCEQ REGULATIONS.b. WASTEWATER LINES AND MANHOLES SHALL BE PRESSURE TESTED. CONTRACTOR SHALL COORDINATE WITH THE CITY FOR THEIR REQUIREDPROCEDURES AND SHALL ALSO COMPLY WITH TCEQ REGULATIONS. AFTER COMPLETION OF THESE TESTS, A TELEVISION INSPECTION SHALL BEPERFORMED AND PROVIDED TO THE CITY AND OWNER ON A DVD.24.CONTRACTOR SHALL INSTALL DETECTABLE WIRING OR MARKING TAPE A MINIMUM OF 12” ABOVE WATER AND WASTEWATER LINES. MARKER DECALSSHALL BE LABELED “CAUTION - WATER LINE”, OR “CAUTION - SEWER LINE”. DETECTABLE WIRING AND MARKING TAPE SHALL COMPLY WITH CITYSTANDARDS, AND SHALL BE INCLUDED IN THE COST OF THE WATER AND WASTEWATER PIPE.25.DUCTILE IRON PIPE SHALL BE PROTECTED FROM CORROSION BY A LOW-DENSITY POLYETHYLENE LINER WRAP THAT IS AT LEAST A SINGLE LAYER OF 8-MIL.ALL DUCTILE IRON JOINTS SHALL BE BONDED.26.WATERLINES SHALL BE INSTALLED AT NO LESS THAN THE MINIMUM COVER REQUIRED BY THE CITY.27.CONTRACTOR SHALL PROVIDE CLEAN-OUTS FOR PRIVATE SANITARY SEWER LINES AT ALL CHANGES IN DIRECTION AND 100-FOOT INTERVALS, OR ASREQUIRED BY THE APPLICABLE PLUMBING CODE. CLEAN-OUTS REQUIRED IN PAVEMENT OR SIDEWALKS SHALL HAVE CAST IRON COVERS FLUSH WITHFINISHED GRADE.28.CONTRACTOR SHALL PROVIDE BACKWATER VALVES FOR PLUMBING FIXTURES AS REQUIRED BY THE APPLICABLE PLUMBING CODE (E.G. FLOOR ELEVATIONOF FIXTURE UNIT IS BELOW THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER). CONTRACTOR SHALLREVIEW BOTH MEP AND CIVIL PLANS TO CONFIRM WHERE THESE ARE REQUIRED.29.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND SUBMITTING A TRENCH SAFETY PLAN, PREPARED BY A PROFESSIONAL ENGINEER IN THE STATEOF TEXAS, TO THE CITY PRIOR TO CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING TRENCH SAFETY REQUIREMENTS IN ACCORDANCEWITH CITY, STATE, AND FEDERAL REQUIREMENTS, INCLUDING OSHA FOR ALL TRENCHES. NO OPEN TRENCHES SHALL BE ALLOWED OVERNIGHT WITHOUTPRIOR WRITTEN APPROVAL OF THE CITY.30.THE CONTRACTOR SHALL KEEP TRENCHES FREE FROM WATER. BY DATE REVISIONSNo.DATESHEET NUMBERCHECKED BY: SCALE: DESIGNED BY: DRAWN BY: KHA PROJECT 10/6/22 PHONE: 972-770-1300 FAX: 972-239-3820 WWW.KIMLEY-HORN.COM TX F-928 © 2021 KIMLEY-HORN AND ASSOCIATES, INC. LAST SAVED 8/4/2022 10:31 AMPLOTTED BY GINDT, DYLAN 10/6/2022 10:37 AMDWG PATH K:\DAL_Civil\064514100-Carillon\CAD\Single Family\PlanSheetsDWG NAME C-Plat-SF.dwg , [ PLAT 1 ]IMAGESXREFS xBrdr (22x34) 13455 NOEL ROAD, TWO GALLERIA OFFICE TOWER,SUITE 700, DALLAS, TX 75240 AS NOTED JWH MTR JWH EngineerP.E. No.DateNot for construction or permit purposes.FOR REVIEW ONLY10/6/2022124909JOSEPH HORNISHERSE N. WHITE CHAPEL BLVD & E. KIRKWOOD BLVD CITY OF SOUTHLAKE, TEXAS CARILLON PARC PREPARED FOR HCCP PROPERTY PARTNERS 064514100 C-100PLAT (1 OF 3) BY DATE REVISIONSNo.DATESHEET NUMBERCHECKED BY: SCALE: DESIGNED BY: DRAWN BY: KHA PROJECT 10/6/22 PHONE: 972-770-1300 FAX: 972-239-3820 WWW.KIMLEY-HORN.COM TX F-928 © 2021 KIMLEY-HORN AND ASSOCIATES, INC. LAST SAVED 8/4/2022 10:31 AMPLOTTED BY GINDT, DYLAN 10/6/2022 10:37 AMDWG PATH K:\DAL_Civil\064514100-Carillon\CAD\Single Family\PlanSheetsDWG NAME C-Plat-SF.dwg , [ PLAT 2 ]IMAGESXREFS xBrdr (22x34) 13455 NOEL ROAD, TWO GALLERIA OFFICE TOWER,SUITE 700, DALLAS, TX 75240 AS NOTED JWH MTR JWH EngineerP.E. No.DateNot for construction or permit purposes.FOR REVIEW ONLY10/6/2022124909JOSEPH HORNISHERSE N. WHITE CHAPEL BLVD & E. KIRKWOOD BLVD CITY OF SOUTHLAKE, TEXAS CARILLON PARC PREPARED FOR HCCP PROPERTY PARTNERS 064514100 C-101PLAT (2 OF 3) BY DATE REVISIONSNo.DATESHEET NUMBERCHECKED BY: SCALE: DESIGNED BY: DRAWN BY: KHA PROJECT 10/6/22 PHONE: 972-770-1300 FAX: 972-239-3820 WWW.KIMLEY-HORN.COM TX F-928 © 2021 KIMLEY-HORN AND ASSOCIATES, INC. LAST SAVED 8/4/2022 10:31 AMPLOTTED BY GINDT, DYLAN 10/6/2022 10:38 AMDWG PATH K:\DAL_Civil\064514100-Carillon\CAD\Single Family\PlanSheetsDWG NAME C-Plat-SF.dwg , [ PLAT 3 ]IMAGESXREFS xBrdr (22x34) 13455 NOEL ROAD, TWO GALLERIA OFFICE TOWER,SUITE 700, DALLAS, TX 75240 AS NOTED JWH MTR JWH EngineerP.E. No.DateNot for construction or permit purposes.FOR REVIEW ONLY10/6/2022124909JOSEPH HORNISHERSE N. WHITE CHAPEL BLVD & E. KIRKWOOD BLVD CITY OF SOUTHLAKE, TEXAS CARILLON PARC PREPARED FOR HCCP PROPERTY PARTNERS 064514100 C-102PLAT (3 OF 3) E SGTT W W GFF G G F F WWG GF F G G S D S F F G G F G F F OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHEOHEOHEOHEOHEOHEOHEOHEOHE D 20"W 20"W 20"W 20"W 20"W 20"W 20"W 20"W8"W8"W8"W8"W8"W8"W8"W12"W 12"W 12"W 12"W 12"W 12"W 12"W 12"W20"W8"SS 8"SS 8"SS8"SS8"SS8"SS8"SS20"W20"W20"W20"W/// //////////////////640 645 6 3 7 6 3 8 63 9 6 4 1 6 4 2 6 4 3 644646 6 4 5 650646647648 649 65 1 6306356 4 0 6456 2 7 62 8629 631 63 2 63 363463663 7 63 8639641642643644 63 0 63 5 627 627628 628629 629 63 1 63 2 63 3 63 4 635633634636CARILLON PHASE 1A INST. NO. D211101073 P.R.T.C.T. CARILLON PHASE 1A INST.NO. D211101073P.R.T.C.T. OPEN SPACE OPEN SPACE CARILLON PHASE 2A-1INST. NO. D213015134P.R.T.C.T. CARILLON PHASE 2A-2 INST. NO. D213015133 P.R.T.C.T. SOUTHLAKE JOINT VENTURE, LLC INST. NO. D217205606 O.P.R.T.C.T. HOPKINS DALLAS PROPERTIES, LTD. INST. NO. D201201397 O.P.R.T.C.T. TRACT 2BRIAN ZVONECEK INST. NO. D204133485 O.P.R.T.C.T. FRANCIS SHIVERSINST. NO. D212271966 O.P.R.T.C.T. THE SHIVERS FAMILYPARTNERSHIP, LTD. VOL. 13218, PG. 461 D.R.T.C.T. WATER LINE EASEMENTINST. NO. D211236610 O.P.R.T.C.T. CITY OF SOUTHLAKEZONING: ECZFLUM: MIXED USE STEWARTKRISTOPHERZONING: ECZFLUM: MIXED USECITY OF SOUTHLAKEZONING: PARKFLUM: MIXED USETODD ATWOOD ZONING: ECZ FLUM: MIXED USE KRISTOPHER LARDIS ZONING: ECZ FLUM: MIXED USE MAY MARTHA L ZONING: ECZ FLUM: MIXED USE GUTHRIE JACQUELINE ZONING: ECZ FLUM: MIXED USE MEAD MICHAEL E ZONING: ECZ FLUM: MIXED USE BRYCE DANIEL L ZONING: ECZ FLUM: MIXED USE FRANSDEN CHRISTOPHER M ZONING: ECZ FLUM: MIXED USE BENOIT ROBERT ZONING: ECZ FLUM: MIXED USE LEE ERVING ZONING: ECZ FLUM: MIXED USE FLURY JANE ZONING: ECZ FLUM: MIXED USE CLARK JAMES C ZONING: ECZ FLUM: MIXED USE HUSAIN ASIF ZONING: ECZ FLUM: MIXED USE MARCIANO P A U L ZONING: ECZ FLUM: MIXED U S E ELVING CARL ZONING: ECZ FLUM: MIXED U S E MISRA NILAMB E N R ZONING: ECZ FLUM: MIXED U S E CLARK ROBE R T K ZONING: ECZ FLUM: MIXED U S E VALLERIE JA M E S ZONING: ECZ FLUM: MIXED U S E BURCH MIKE J ZONING: ECZ FLUM: MIXED U S E COUCH JOHN A N D P E G G Y REVOCABLE T R U S T ZONING: ECZ FLUM: MIXED U S E DUNCAN BRIA N ZONING: ECZ FLUM: MIXED U S E BIEKER RON ZONING: ECZ FLUM: MIXED U S E MCCAW NEIL ZONING: ECZ FLUM: MIXED U S E RUCCI CORE Y ZONING: ECZ FLUM: MIXED U S E BOISSEVAIN D A V I D ZONING: ECZ FLUM: MIXED U S E SMITH MICHA E L A ZONING: ECZ FLUM: MIXED U S E DIGIOVANNI R Y A N A ZONING: ECZ FLUM: MIXED U S E STAT E H I G H W A Y 1 1 4 (A VA R I A B L E W I D T H R I G H T - O F - W A Y )WHITE CHAPEL BOULEVARD(A VARIABLE WIDTH RIGHT-OF-WAY)E. KIRKWOOD BOULEVARD (A VARIABLE WIDTH RIGHT-OF-WAY)RIVIERA DRIVE(A VARIABLE WIDTH RIGHT-OF-WAY) MONTE CAR L O D R I V E (51-FOOT W I D E R I G H T - O F - W A Y ) PALLADIAN D R I V E (90-FOOT W I D E R I G H T - O F - W A Y ) CARI L L O N C O U R T (63-F O O T W I D E R I G H T - O F - W A Y )RIV IERA DR IVE(A VAR IABLE W IDTH R IGHT -OF -WAY)WHITE CHAPEL BOULEVARD(A VARIABLE WIDTH RIGHT-OF-WAY)ST. TROPEZDRIVE(A 51' RIGHT-OF-WAY)ACCE S S P E R M I T T E D VOL. 1 2 5 4 5 , P G . 1 8 6 0 D.R.T . C . T . ACCE S S P E R M I T T E D VOL. 1 2 6 1 1 , P G . 1 5 0 D.R.T . C . T . 5/8" IRFC"JACOBS" 5/8" IRFC "JACOBS" 5/8" IRFC"JACOBS" 5/8" IRFC"JACOBS" 5/8" IRF"JACOBS" BRASSTXDOT DISKFOUND 5/8" IRF IRSC 5/8"IRFC "C&B" 5/8" IRFC"JACOBS" 5/8"IRFC"JACOBS" 5/8"IRFC "JACOBS" ACC E S S P E R M I T T E D VOL. 1 4 0 9 4 , P G . 2 4 1 D.R.T. C . T . ACC E S S P E R M I T T E D VOL. 14094 , P G . 2 4 0 D.R.T. C . T . ACCE S S D E N I E D VOL. 1 4 0 9 4 , P G . 2 4 0 D.R.T . C . T . 5/8" IRFC"JACOBS" BRASSTXDOT DISK FOUND 5/8" IRFC "JACOBS" 5/8" IRFC"JACOBS" 5/8" IRFC"JACOBS" 5/8" IRFC"JACOBS" P.O.B. 5/8" IRFC "JACOBS" 5/8" IRFC "JACOBS" 5/8" IRFC "JACOBS" 5/8" IRFC"JACOBS" 5/8" IRFC"JACOBS"63063564064 5 627628629631632633634 6366376386 3 9 64164264364 4 EX. GRAVEL ROADTO BE REMOVED EX. GATE TOBE REMOVED EX. BARBED WIRE FENCETO BE REMOVED EX. BARBED WIRE FENCETO BE REMOVED BM#2 LOCATION PROP. UTILITY SAWCUT PROP. UTILITY SAWCUT EX. BARBED WIRE FENCETO BE REMOVED EX. GATE TOBE REMOVED PLANS SHOW WHITE CHAPEL POSTRECONSTRUCTION CONTRACTORSHALL COORDINATE AS REQUIRED. EX. TREES TO BEREMOVED (TYP.) EX. BFR RAMP TOBE REMOVED EX. SIDEWALK TOBE REMOVED EX. STORM LINE ANDMANHOLE TO BE REMOVED EX. STORM LINE HEADWALL ANDMANHOLE TO BE REMOVED EX. SANITARY SEWER LINE ANDMANHOLE TO BE REMOVED EX. MEDIAN TOBE REMOVED PROP. PAVEMENT SAWCUT EX. GRAVEL ROAD TOBE REMOVED LATER INFUTURE PHASE EX. BARBED WIRE FENCETO BE REMOVED EX. GATE TOBE REMOVED BM#1 LOCATION C-103 BYDATEREVISIONSNo.DATESHEET NUMBER CHECKED BY:SCALE:DESIGNED BY:DRAWN BY:KHA PROJECT10/6/22 PHONE: 972-770-1300 FAX: 972-239-3820WWW.KIMLEY-HORN.COM TX F-928© 2021 KIMLEY-HORN AND ASSOCIATES, INC. LAST SAVED 10/6/2022 9:28 AMPLOTTED BY GINDT, DYLAN 10/6/2022 10:38 AMDWG PATH K:\DAL_Civil\064514100-Carillon\CAD\Single Family\PlanSheetsDWG NAME C-Demo.dwg , [ DEMOLITION PLAN ]IMAGES 20220609_Aerial :XREFS xBrdr (22x34) : xbndy : xexbase : xexutil : xUtil : xRoad-SF : xDedication : xPave-WC : xAerial : xExTrees-Survey : xEsmt-Commerical13455 NOEL ROAD, TWO GALLERIA OFFICE TOWER,SUITE 700, DALLAS, TX 75240AS NOTEDJWHMTRJWHEngineer P.E. No.Date Not for construction or permit purposes.FOR REVIEW ONLY 10/6/2022124909 JOSEPH HORNISHER SE N. WHITE CHAPEL BLVD & E. KIRKWOODBLVD CITY OF SOUTHLAKE, TEXAS CARILLON PARCPREPARED FORHCCP PROPERTY PARTNERS064514100BENCHMARKS ELEVATIONS BASED ON NORTH AMERICANVERTICAL DATUM 1988 BM#1 SQUARE WITH "X" CUT SET ON CONCRETECURB INLET, WEST SIDE OF TURN LANE MEDIAN, AT THE SOUTHEAST INTERSECTION OF STATEHIGHWAY 114 AND WHITE CHAPEL BOULEVARD.ELEV=638.47 BM#2 SQUARE WITH "X" CUT SET ON CONCRETE,EAST END OF CENTERLINE MEDIAN ALONG EAST KIRKLAND BOULEVARD, ±50 FEET WEST OF THE CENTERLINE INTERSECTION OF EAST KIRKLANDBOULEVARD AND RIVIERA DRIVE.ELEV=627.01 BM#3 SQUARE WITH "X" CUT SET ON CONCRETECURB INLET, NORTH SIDE OF STATE HIGHWAY 114, ±1435 FEET SOUTHEAST OF THE CENTERLINEINTERSECTION OF STATE HIGHWAY 114 ANDWHITE CHAPEL BOULEVARD. ELEV=622.41 EXISTING CONDITIONSDEMOLTION PLANNORTH 1. SAWCUTS FOR PAVEMENT REMOVAL SHALL BE FULL DEPTH. 2. SAWCUT LIMITS ARE FOR ILLUSTRATIVE PURPOSES ONLY. CONTRACTORIS RESPONSIBLE FOR DETERMINING REQUIRED WIDTH TO COMPLETEPROPOSED CONSTRUCTION ACTIVITIES WHILE MEETING CITY PERMITREQUIREMENTS. 3. CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE AT ALL TIMES DURING THE DEMOLITION PROCESS 4. CONTRACTOR SHALL PROTECT EXISTING STRUCTURES, LANDSCAPING MATERIALS, AND APPURTENANCES WHICH ARE NOT BEING DEMOLISHED. 5. ALL MATERIALS REMOVED SHALL BE DISPOSED OF OFFSITE IN A LEGALMANNER. 6. TREE REMOVAL SHALL BE IN ACCORDANCE WITH TREE PROTECTION PLAN CONTRACTOR SHALL CONTACT CITY ARBORIST. PRIOR TOREMOVAL. NOTES LEGEND PROPERTY LINE EXISTING TREE TO BEREMOVED EXISTING INFRASTRUCTURE TO BE REMOVED LIMITS OF DISTURBANCE \\ \\ \\\\\\\\\\ \\\\\\\\\\ \\\\\\\\\\\\ S S S S E SGTT W W GFF G G F F WWG GF F G G S D S F F G G F G F F T G OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHEOHEOHEOHEOHEOHEOHEOHEOHE D 2 0 "W 20"W 20"W 20"W 20"W 20"W 20"W8"W8"W8"W8"W8"W8"W8"W 12"W 12"W 12"W 12"W 12"W 12"W 12"W 12"W20"W8"SS 8"SS 8"SS8"SS8"SS8"SS8 "SS20"W20"W20"W20"W///////// ///////////////CARILLON PHASE 1AINST. NO. D211101073 P.R.T.C.T. CARILLON PHASE 1AINST.NO. D211101073 P.R.T.C.T. OPEN SPACE OPEN SPACE CARILLON PHASE 2A-1 INST. NO. D213015134 P.R.T.C.T. CARILLON PHASE 2A-2 INST. NO. D213015133P.R.T.C.T. SOUTHLAKE JOINTVENTURE, LLCINST. NO. D217205606 O.P.R.T.C.T. HOPKINS DALLAS PROPERTIES, LTD.INST. NO. D201201397O.P.R.T.C.T. TRACT 2 BRIAN ZVONECEK INST. NO. D204133485 O.P.R.T.C.T. FRANCIS SHIVERS INST. NO. D212271966 O.P.R.T.C.T. THE SHIVERS FAMILY PARTNERSHIP, LTD. VOL. 13218, PG. 461 D.R.T.C.T. CITY OF SOUTHLAKEZONING: ECZFLUM: MIXED USE STEWARTKRISTOPHERZONING: ECZFLUM: MIXED USECITY OF SOUTHLAKEZONING: PARKFLUM: MIXED USETODD ATWOOD ZONING: ECZ FLUM: MIXED USE KRISTOPHER LARDIS ZONING: ECZ FLUM: MIXED USE MAY MARTHA L ZONING: ECZ FLUM: MIXED USE GUTHRIE JACQUELINE ZONING: ECZ FLUM: MIXED USE MEAD MICHAEL E ZONING: ECZ FLUM: MIXED USE BRYCE DANIEL L ZONING: ECZ FLUM: MIXED USE FRANSDEN CHRISTOPHER M ZONING: ECZ FLUM: MIXED USE BENOIT ROBERT ZONING: ECZ FLUM: MIXED USE LEE ERVING ZONING: ECZ FLUM: MIXED USE FLURY JANE ZONING: ECZ FLUM: MIXED USE CLARK JAMES C ZONING: ECZ FLUM: MIXED USE HUSAIN ASIF ZONING: ECZ FLUM: MIXED USE MARCIANO PA U L ZONING: ECZ FLUM: MIXED U S E ELVING CARL ZONING: ECZ FLUM: MIXED U S E MISRA NILAM B E N R ZONING: ECZ FLUM: MIXED U S E CLARK ROBER T K ZONING: ECZ FLUM: MIXED U S E VALLERIE JAM E S ZONING: ECZ FLUM: MIXED U S E BURCH MIKE J ZONING: ECZ FLUM: MIXED U S E COUCH JOHN A N D P E G G Y REVOCABLE T R U S T ZONING: ECZ FLUM: MIXED U S E DUNCAN BRIA N ZONING: ECZ FLUM: MIXED U S E BIEKER RON ZONING: ECZ FLUM: MIXED U S E MCCAW NEIL ZONING: ECZ FLUM: MIXED U S E RUCCI COREY ZONING: ECZ FLUM: MIXED U S E BOISSEVAIN D A V I D ZONING: ECZ FLUM: MIXED U S E SMITH MICHAE L A ZONING: ECZ FLUM: MIXED U S E DIGIOVANNI R Y A N A ZONING: ECZ FLUM: MIXED U S E STA T E H I G H W A Y 1 1 4 (A VA R I A B L E W I D T H R I G H T - O F - W A Y )WHITE CHAPEL BOULEVARD(A VARIABLE WIDTH RIGHT-OF-WAY)E. KIRKWOOD BOULEVARD (A VARIABLE WIDTH RIGHT-OF-WAY)RIVIERA DRIVE(A VARIABLE WIDTH RIGHT-OF-WAY)MONTE CAR L O D R I V E (51-FOOT WI D E R I G H T - O F - W A Y ) PALLADIAN D R I V E (90-FOOT WI D E R I G H T - O F - W A Y ) CARI L L O N C O U R T (63-F O O T W I D E R I G H T - O F - W A Y )RIV IERA DR IVE (A VAR IABLE W IDTH R IGHT-OF-WAY )WHITE CHAPEL BOULEVARD(A VARIABLE WIDTH RIGHT-OF-WAY)ST. TROPEZDRIVE(A 51' RIGHT-OF-WAY)FLFLF L F L FLFLFL FLFLFLFLFL EXISTING TREEEXTENTS TO SAVE 10 812 5 12 12 9 12 10 8 10 12 11 11 12 FH FH FH FH FH FH FH FH FH FH FH FH FH FH FH FH FH FH FH FH FH FH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH STREET B (A 51' RIGHT-OF-WAY) STREET D (A 51' RIGHT-OF-WAY)STREET A(A 51' RIGHT-OF-WAY)STREET E (A 51' RIGHT-OF-WAY)ALLEY C ALLEY DALLEY FALLEY B ALLEY A ALLEY E STREET C(A 51' RIGHT-OF-WAY)STREET A(A 51' RIGHT-OF-WAY)FH MH FH 7 6 20 6 5 18 24 10 107354289 12 25 24 23 22 21 16191817 1 2 4 5 1178910 13 12 9 8 7 6 2 4 1 13 14 15 23 22 21 20 19 17 16 10 9 8 4 5 6 3 3 11 1415 12 BLOCK A X BLOCK B BLOCK B BLOCK C BLOCK D BLOCK D BLOCK E12X BLOCK F BLOCK F BLOCK F BLOCK F BLOCK G BLOCK G BLOCK G BLOCK F 8 6 2 3 1 3 2 4 5 BLOCK F 1 11 12 13 13 27 15 BLOCK F BLOCK F X X X X X X X *BLOCK H *BLOCK H BLOCK H * 14 11 26 1 3 1 26 25 2 BLOCK A BLOCK F BLOCK H 3 6 7 5 4 1 22 X 14X 2 9 * 1 7 4 3 S S S S S S S S S S S S S 8"SSS S S S S 8"SS 8"SS 8"SS 8"SS8"SSS S S S26.0'29.0'29.0' 12.0'6.0'12.0'R=3 0 .0'40.0'24.0' 24.0' 24.0'24.0'26.0' 20.0' 24.0' 26' FIRELANE 40' FIRELANE 24' FIRELANE24' F I R E L A N E 26.0'26' FI R E L A N E 24' FIRELANER=30.0'R=30.0 ' R=30. 0 ' ACCESS AND ROADWAYSSERVING BLOCK F WILL BEFINALIZED ON THE FINAL PLAT COMMON ACCESS,FIRELANE, DRAINAGE ANDUTILITY EASEMENT PEDESTRIAN ACCESS EASEMENT PEDESTRIAN ACCESSEASEMENT LANDSCAPE SETBACK VISIBILITY EASEMENT VISIBILITY EASEMENT VISIBILITY EASEMENT PEDESTRIAN ACCESS EASEMENT PEDESTRIAN ACCESS EASEMENT UTILITY EASEMENT PEDESTRIAN ACCESSEASEMENT C-200 BYDATEREVISIONSNo.DATESHEET NUMBER CHECKED BY:SCALE:DESIGNED BY:DRAWN BY:KHA PROJECT10/6/22 PHONE: 972-770-1300 FAX: 972-239-3820WWW.KIMLEY-HORN.COM TX F-928© 2021 KIMLEY-HORN AND ASSOCIATES, INC. LAST SAVED 10/6/2022 8:50 AMPLOTTED BY GINDT, DYLAN 10/6/2022 10:39 AMDWG PATH K:\DAL_Civil\064514100-Carillon\CAD\Single Family\PlanSheetsDWG NAME C-Paving-Overall-SF.dwg , [ PAV OVERALL ]IMAGESXREFS xBrdr (22x34) : xSingleFamily : xbndy : xexbase : xexutil : xUtil-SF : xUtil-Commerical : xLabel : xHatch-SF : xRoad-SF : xHardscape-SF : xEsmt-Commerical13455 NOEL ROAD, TWO GALLERIA OFFICE TOWER,SUITE 700, DALLAS, TX 75240AS NOTEDJWHMTRJWHEngineer P.E. No.Date Not for construction or permit purposes.FOR REVIEW ONLY 10/6/2022124909 JOSEPH HORNISHER SE N. WHITE CHAPEL BLVD & E. KIRKWOODBLVD CITY OF SOUTHLAKE, TEXAS CARILLON PARCPREPARED FORHCCP PROPERTY PARTNERS064514100BENCHMARKS ELEVATIONS BASED ON NORTH AMERICANVERTICAL DATUM 1988 BM#1 SQUARE WITH "X" CUT SET ON CONCRETECURB INLET, WEST SIDE OF TURN LANE MEDIAN, AT THE SOUTHEAST INTERSECTION OF STATEHIGHWAY 114 AND WHITE CHAPEL BOULEVARD.ELEV=638.47 BM#2 SQUARE WITH "X" CUT SET ON CONCRETE,EAST END OF CENTERLINE MEDIAN ALONG EAST KIRKLAND BOULEVARD, ±50 FEET WEST OF THE CENTERLINE INTERSECTION OF EAST KIRKLANDBOULEVARD AND RIVIERA DRIVE.ELEV=627.01 BM#3 SQUARE WITH "X" CUT SET ON CONCRETECURB INLET, NORTH SIDE OF STATE HIGHWAY 114, ±1435 FEET SOUTHEAST OF THE CENTERLINEINTERSECTION OF STATE HIGHWAY 114 ANDWHITE CHAPEL BOULEVARD. ELEV=622.41 OVERALL PAVING PLANNORTH LEGEND PROPERTY LINE 28' B-B SECTION FORCOLLECTION PAVEMENT 12' B-B SECTION FORRESIDENTIAL PAVEMENT SIDEWALK RETAINING WALL SCREENING FENCE NTS PARABOLIC STREET SECTION RESIDENTIAL ALLEY SECTION NTS 9 0 . 0 °90.0°90.0 °90.0°R =3 0 .0'12131415131425 14R18.0 1+00 2+00 3+00 4+00 5+00 6+007+00 8+00 8+19 STA: 1+00.00 STREET ASTA: 1+00.00 STREET E STA: 9+75.36 ALLEY CN:7037227.1643E:2383365.7490 STA: 2+57.17 STREET ASTA: 8+14.03 STREET DN:7037383.3853 E:2383348.5465 STA: 4+03.67 STREET ASTA: 7+98.76 ALLEY BN:7037529.0051E:2383332.5114 STA: 6+00.68 STREET A STA: 7+54.12 STREET BSTA: 1+00.00 ALLEY EN:7037709.9086E:2383272.4604 PEDESTRIAN ACCESSEASEMENT BRICK PAVERS W/ MOUNTABLE CURB TC: 632.81 R =30.0'R =30.0' BEGIN ALIGNMENTN:7037877.2376E:2383213.4875 BEGIN CONCRETE PAVINGCONNECT TO EX.PAVEMENT. MATCH EX.PAVEMENT ELEVATION PT VALLEY GUTTER B-B 28.0 ROW 51.0 ROW 20.0 E-E 12.0 L9 L10 02 01 03 04 05 06 07 08 09 10 11 12 13 14 15 16 18 19 17 21 20 22 24 23 25 C5 C6C2C8 C7C13E. KIRKWOODBOULEVARD(A VARIABLE WIDTH RIGHT-OF-WAY)REFER TO SHEET C-213FOR DETAIL 26B-B 28.0ROW 51.0R=40.0'R32.0 L16L17 L18L19L21L26L1 610 615 620 625 630 635 640 645 650 610 615 620 625 630 635 640 645 650 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 8+50PVI: 1+44.00EL: 633.41PVI: 4+98.84EL: 632.45NATURAL GROUND@ LEFT ROW NATURAL GROUND@ RIGHT ROW NATURAL GROND@ CENTERLINE PROPOSEDTOP OF CURB FILL TO BE COMPACTED TO 95% STD PROCTOR DENSITYOR PER GEOTECH RECOMMENDATION TOCEGPCCR STA:2+13.17633.93 LT & RTPCCR STA:3+01.17633.93 LT & RTPCCR STA:3+82.67633.32 LT & RTPCCR STA:4+24.67633.01 LT & RTPCCR STA:4+98.29632.45 LT & RT637.04636.13634.45632.77631.58630.42630.10629.82629.97630.41631.54632.66633.17633.34632.44632.81ALLEY BSTREET D NORMAL CROWN REFER TO SPOT SHOTS RIVERA DRIVER.O.W. PVI STA:2+57.21PVI ELEV:634.26 AD:1.50%K:50.0075.00' VC BVCS: 2+19.71BVCE: 633.98EVCS: 2+94.71EVCE: 633.98HIGH POINT ELEV: 634.12HIGH POINT STA: 2+57.21 633.46633.83634.12633.94633.57633.19632.82POINT TABLE POINT NO. 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 DESCRIPTION PT PT PT PC PC PC PT PT PC PC PT PT PC PC PC PT PT PT PC PC PC PC PC PC PT PC ALIGNMENT STREET A STREET A STREET A STREET A STREET A STREET A STREET A STREET A STREET A STREET A STREET A STREET A STREET A STREET A STREET A STREET A STREET A STREET A STREET A STREET A STREET A STREET A STREET A STREET A STREET A STREET A STATION 1+04.67 1+14.50 1+16.67 1+31.67 1+44.00 2+13.17 2+43.17 2+71.17 3+01.17 3+82.67 3+97.67 4+09.67 4+24.67 4+98.29 5+66.99 5+69.14 5+69.77 5+86.85 6+02.78 6+36.83 6+41.77 6+99.04 7+52.45 7+54.32 7+82.00 5+01.11 OFFSET 25.15' LT 44.00' RT 29.00' LT 14.00' LT 14.50' RT 14.00' LT 44.00' LT 44.00' LT 14.00' LT 14.00' LT 29.00' LT 29.00' LT 14.00' LT 14.00' LT 36.30' RT 62.47' RT 45.71' LT 58.15' RT 49.96' RT 34.65' RT 31.07' LT 11.83' RT 13.47' RT 14.50' LT 44.77' RT 14.00' RT ELEVATION 632.96 632.50 633.06 633.16 633.41 633.43 634.28 634.28 633.43 632.82 633.15 633.14 632.51 631.95 632.93 633.25 632.61 633.37 633.18 632.30 632.49 631.71 632.41 632.97 631.47 631.98 CURVE TABLE CURVE C5 C6 RADIUS 100.00' 100.00' LENGTH 61.28' 54.49' CHORD BEARING N23°50'23"W N25°47'08"W CHORD 60.33' 53.82' DELTA 35°06'42" 31°13'12" TANGENT 31.64' 27.94' STREET A LINE TABLE LINE L17 L18 L19 LENGTH 63.97 71.51 401.69 BEARING N8°02'31.59"W N41°23'43.94"W N6°17'02.00"W C-201 BYDATEREVISIONSNo.DATESHEET NUMBER CHECKED BY:SCALE:DESIGNED BY:DRAWN BY:KHA PROJECT10/6/22 PHONE: 972-770-1300 FAX: 972-239-3820WWW.KIMLEY-HORN.COM TX F-928© 2021 KIMLEY-HORN AND ASSOCIATES, INC. LAST SAVED 10/6/2022 10:35 AMPLOTTED BY GINDT, DYLAN 10/6/2022 11:05 AMDWG PATH K:\DAL_Civil\064514100-Carillon\CAD\Single Family\PlanSheetsDWG NAME C-Paving.dwg , [ STREET A ]IMAGESXREFS xBrdr (22x34) : xSingleFamily : xbndy : xexbase : xexutil : xUtil : xHatch-SF : xLabel : xRoad-SF : xHardscape-SF : xEsmt-Commerical : xStrm-Commerical : xUtil-Commerical : oCorr-SF : xStrm-SF13455 NOEL ROAD, TWO GALLERIA OFFICE TOWER,SUITE 700, DALLAS, TX 75240AS NOTEDJWHMTRJWHEngineer P.E. No.Date Not for construction or permit purposes.FOR REVIEW ONLY 10/6/2022124909 JOSEPH HORNISHER SE N. WHITE CHAPEL BLVD & E. KIRKWOODBLVD CITY OF SOUTHLAKE, TEXAS CARILLON PARCPREPARED FORHCCP PROPERTY PARTNERS064514100BENCHMARKS ELEVATIONS BASED ON NORTH AMERICANVERTICAL DATUM 1988 BM#1 SQUARE WITH "X" CUT SET ON CONCRETECURB INLET, WEST SIDE OF TURN LANE MEDIAN, AT THE SOUTHEAST INTERSECTION OF STATEHIGHWAY 114 AND WHITE CHAPEL BOULEVARD.ELEV=638.47 BM#2 SQUARE WITH "X" CUT SET ON CONCRETE,EAST END OF CENTERLINE MEDIAN ALONG EAST KIRKLAND BOULEVARD, ±50 FEET WEST OF THE CENTERLINE INTERSECTION OF EAST KIRKLANDBOULEVARD AND RIVIERA DRIVE.ELEV=627.01 BM#3 SQUARE WITH "X" CUT SET ON CONCRETECURB INLET, NORTH SIDE OF STATE HIGHWAY 114, ±1435 FEET SOUTHEAST OF THE CENTERLINEINTERSECTION OF STATE HIGHWAY 114 ANDWHITE CHAPEL BOULEVARD. ELEV=622.41 PAVING PLAN ANDPROFILE STREET APROPERTY LINE 28' B-B SECTION FOR COLLECTION PAVEMENT 12' B-B SECTION FOR RESIDENTIAL PAVEMENT SIDEWALK RETAINING WALL SCREENING FENCE LEGEND KEY MAP (NOT TO SCALE) STREET B STREET D STREET ASTREET EALLEY C ALLEY DALLEY FALLEY B ALLEY A ALLEY E STREET CSTREET A1. ALL CURBS AT PROPOSED DRIVEWAY LOCATIONS ARE TO BE NON-REINFORCED2. SEE PAVING DETAILS SHEET FOR TYPICAL SECTION DETAIL3. SIDEWALKS TO BE CONSTRUCTED BY BUILDER PAVING NOTES 1" = 40' HORIZONTAL1" = 4' VERTICAL PROFILE SCALE (TC): TOP OF CURB(GUT): GUTTER ABBREVIATIONS STREET A SECTIONNORTH ROW 20.0 E-E 12.0 STREET E(SEE SHEET C-205) STREET D(SEE SHEET C-204)ALLEY C (SEE SHEET C-208) ALLEY B(SEE SHEET C-207) STREET B (SEE SHEET C-202) ALLEY E(SEE SHEET C-210) 90.0°R=40.0'R=40.0' 5 10 9 8 7 6 2 4 1 3 11 13 14 R =3 14 .0 'STA: 1+00.00 STREET BSTA: 3+93.00 STREET CSTA: 1+00.00 ALLEY AN:7037658.9765E:2382633.6575 STA: 5+95.75 STREET BSTA: 8+64.85 ALLEY A N:7037661.6708E:2383129.4000 STA: 7+54.12 STREET B STA: 6+00.68 STREET ASTA: 1+00.00 ALLEY EN:7037709.9086E:2383272.4604 B-B 28.0ROW 51.0TC: 641.44 TC: 642.24 TC: 642.19 TC: 633.16 TC: 633.24 GUT: 641.47 01 03 02 04 05 06 07 08 09 10 11 C6 C8 C16 R=30.0 '0+50 1+00 2+00 3+00 4+00 5+00 6+00 7+00 7+54FOR INTERSECTION DETAILREFER TO SHEET C-212DETAIL B-1WHITE CHAPEL BOULEVARD(A VARIABLE WIDTH RIGHT-OF-WAY)L 1 8 L28L29 L31620 625 630 635 640 645 650 655 660 620 625 630 635 640 645 650 655 660 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 8+50PVI: 1+34.50EL: 641.69PVI: 6+47.29EL: 634.00TOCEG641.69641.46640.71639.96639.21638.46637.71636.96636.21635.46634.71646.34643.51642.14640.96639.87638.82638.13637.62635.86634.24633.18632.09631.77631.79631.57631.55NATURAL GROUND@ LEFT ROW NATURAL GROUND@ RIGHT ROW NATURAL GROND@ CENTERLINE PROPOSEDTOP OF CURB FILL TO BE COMPACTED TO95% STD PROCTOR DENSITYOR PER GEOTECH RECOMMENDATION ALLEY A PCCR STA:1+44.01642.30 LTPCCR STA:6+47.29634.00 LTPCCR STA:6+16.75634.46 LTPCCR STA:5+74.75635.09 LTNORMAL CROWN WHITE'S CHAPELR.O.W. POINT TABLE POINT NO. 01 02 03 04 05 06 07 08 09 10 11 DESCRIPTION PC PT PC PC PT PT PC PC PC PC PT ALIGNMENT STREET B STREET B STREET B STREET B STREET B STREET B STREET B STREET B STREET B STREET B STREET B STATION 1+05.50 1+14.00 1+44.00 5+74.75 5+89.75 6+01.75 6+16.75 6+47.29 6+53.37 7+11.11 7+24.69 OFFSET 14.00' LT 44.00' RT 14.00' RT 14.50' LT 29.50' LT 29.00' LT 14.00' LT 14.50' LT 14.10' RT 30.69' RT 44.86' LT ELEVATION 641.37 641.80 641.05 635.08 635.00 634.98 633.96 634.00 633.42 633.13 632.99 CURVE TABLE CURVE C8 RADIUS 100.00' LENGTH 75.79' CHORD BEARING N67°58'34"E CHORD 73.99' DELTA 43°25'30" TANGENT 39.82' STREET B LINE TABLE LINE L28 LENGTH 599.10 BEARING N89°41'19.00"E C-202 BYDATEREVISIONSNo.DATESHEET NUMBER CHECKED BY:SCALE:DESIGNED BY:DRAWN BY:KHA PROJECT10/6/22 PHONE: 972-770-1300 FAX: 972-239-3820WWW.KIMLEY-HORN.COM TX F-928© 2021 KIMLEY-HORN AND ASSOCIATES, INC. LAST SAVED 10/6/2022 10:35 AMPLOTTED BY GINDT, DYLAN 10/6/2022 11:05 AMDWG PATH K:\DAL_Civil\064514100-Carillon\CAD\Single Family\PlanSheetsDWG NAME C-Paving.dwg , [ STREET B ]IMAGESXREFS xBrdr (22x34) : xSingleFamily : xbndy : xexbase : xexutil : xUtil : xHatch-SF : xLabel : xRoad-SF : xHardscape-SF : xEsmt-Commerical : xStrm-Commerical : xUtil-Commerical : oCorr-SF : xStrm-SF13455 NOEL ROAD, TWO GALLERIA OFFICE TOWER,SUITE 700, DALLAS, TX 75240AS NOTEDJWHMTRJWHEngineer P.E. No.Date Not for construction or permit purposes.FOR REVIEW ONLY 10/6/2022124909 JOSEPH HORNISHER SE N. WHITE CHAPEL BLVD & E. KIRKWOODBLVD CITY OF SOUTHLAKE, TEXAS CARILLON PARCPREPARED FORHCCP PROPERTY PARTNERS064514100BENCHMARKS ELEVATIONS BASED ON NORTH AMERICANVERTICAL DATUM 1988 BM#1 SQUARE WITH "X" CUT SET ON CONCRETECURB INLET, WEST SIDE OF TURN LANE MEDIAN, AT THE SOUTHEAST INTERSECTION OF STATEHIGHWAY 114 AND WHITE CHAPEL BOULEVARD.ELEV=638.47 BM#2 SQUARE WITH "X" CUT SET ON CONCRETE,EAST END OF CENTERLINE MEDIAN ALONG EAST KIRKLAND BOULEVARD, ±50 FEET WEST OF THE CENTERLINE INTERSECTION OF EAST KIRKLANDBOULEVARD AND RIVIERA DRIVE.ELEV=627.01 BM#3 SQUARE WITH "X" CUT SET ON CONCRETECURB INLET, NORTH SIDE OF STATE HIGHWAY 114, ±1435 FEET SOUTHEAST OF THE CENTERLINEINTERSECTION OF STATE HIGHWAY 114 ANDWHITE CHAPEL BOULEVARD. ELEV=622.41 PAVING PLAN ANDPROFILE STREET BPROPERTY LINE 28' B-B SECTION FORCOLLECTION PAVEMENT 12' B-B SECTION FORRESIDENTIAL PAVEMENT SIDEWALK RETAINING WALL SCREENING FENCE LEGEND KEY MAP (NOT TO SCALE) STREET B STREET D STREET ASTREET EALLEY C ALLEY DALLEY FALLEY B ALLEY A ALLEY E STREET CSTREET A1. ALL CURBS AT PROPOSED DRIVEWAY LOCATIONS ARE TO BENON-REINFORCED2. SEE PAVING DETAILS SHEET FOR TYPICAL SECTION DETAIL 3. SIDEWALKS TO BE CONSTRUCTED BY BUILDER PAVING NOTES 1" = 40' HORIZONTAL 1" = 4' VERTICAL PROFILE SCALE (TC): TOP OF CURB(GUT): GUTTER ABBREVIATIONS STREET B SECTION NORTH ALLEY A(SEE SHEET C-206) STREET C (SEE SHEET C-203)STREET A(SEE SHEET C-201)ALLEY E(SEE SHEET C-210)ALLEY A(SEE SHEET C-206) 90.0°90.0°1+00 2+00 3+00 3+93 STA: 1+00.00 STREET CSTA: 1+00.00 STREET DSTA: 1+00.00 ALLEY C N:7037365.9809E:2382635.2499 STA: 2+46.50 STREET CSTA: 1+00.00 ALLEY BN:7037512.4787 E:2382634.4537 C16 STA: 3+93.00 STREET CSTA: 1+00.00 STREET BSTA: 1+00.00 ALLEY AN:7037658.9765E:2382633.6575 R=30.0' R=30.0' (A VARIABLE WIDTH RIGHT-OF-WAY) L25 625 630 635 640 645 650 655 660 665 625 630 635 640 645 650 655 660 665 0+00 1+00 2+00 3+00 4+00 5+00PVI: 1+44.00EL: 643.84PVI: 3+49.15EL: 642.30TOCEG643.79643.42643.04642.67646.85645.99645.01644.50644.85643.54643.51NATURAL GROUND@ LEFT ROW NATURAL GROUND @ RIGHT ROW NATURAL GROND@ CENTERLINEPROPOSED TOP OF CURB PCCR STA:3+49.00642.30 LT & RTPCCR STA:2+67.50642.91 RTPCCR STA:2+25.50643.23 RTALLEY C ALLEY ANORMAL CROWN //////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////////90.0°90.0°6' SIDEWALK (TYP.) PEDESTRIAN ACCESS EASEMENT RETAINING WALL (TYP.)B-B 28.003 01 04 05 06 07 08 09 02 TC: 643.52 TC: 643.86 TC: 644.14 TC: 641.37 TC: 641.44 TC: 642.02 TC: 642.24 TC: 642.1953.0WHITE CHAPEL BOULEVARD (A VARIABLE WIDTH RIGHT-OF-WAY) FOR INTERSECTION REFER TO SHEET C-212 DETAIL D-1 FOR INTERSECTION REFER TO SHEETC-212 DETAIL B-1 SCREENING FENCE (TYP.) POINT TABLE POINT NO. 01 02 03 04 05 06 07 08 09 DESCRIPTION PC PT PC PC PT PT PC PC PT ALIGNMENT STREET C STREET C STREET C STREET C STREET C STREET C STREET C STREET C STREET C STATION 1+00.68 1+14.00 1+44.00 2+25.50 2+40.50 2+52.50 2+67.50 3+49.00 3+79.00 OFFSET 13.80' LT 44.00' RT 14.00' RT 14.00' RT 29.00' RT 29.00' RT 14.00' RT 14.00' RT 44.00' RT ELEVATION 643.86 643.67 643.34 642.73 642.76 642.74 642.41 641.80 641.05 LINE TABLE LINE L25 LENGTH 293.00 BEARING N0°18'41.00"W C-203 BYDATEREVISIONSNo.DATESHEET NUMBER CHECKED BY:SCALE:DESIGNED BY:DRAWN BY:KHA PROJECT10/6/22 PHONE: 972-770-1300 FAX: 972-239-3820WWW.KIMLEY-HORN.COM TX F-928© 2021 KIMLEY-HORN AND ASSOCIATES, INC. LAST SAVED 10/6/2022 10:35 AMPLOTTED BY GINDT, DYLAN 10/6/2022 11:05 AMDWG PATH K:\DAL_Civil\064514100-Carillon\CAD\Single Family\PlanSheetsDWG NAME C-Paving.dwg , [ STREET C ]IMAGESXREFS xBrdr (22x34) : xSingleFamily : xbndy : xexbase : xexutil : xUtil : xHatch-SF : xLabel : xRoad-SF : xHardscape-SF : xEsmt-Commerical : xStrm-Commerical : xUtil-Commerical : oCorr-SF : xStrm-SF13455 NOEL ROAD, TWO GALLERIA OFFICE TOWER,SUITE 700, DALLAS, TX 75240AS NOTEDJWHMTRJWHEngineer P.E. No.Date Not for construction or permit purposes.FOR REVIEW ONLY 10/6/2022124909 JOSEPH HORNISHER SE N. WHITE CHAPEL BLVD & E. KIRKWOODBLVD CITY OF SOUTHLAKE, TEXAS CARILLON PARCPREPARED FORHCCP PROPERTY PARTNERS064514100BENCHMARKS ELEVATIONS BASED ON NORTH AMERICANVERTICAL DATUM 1988 BM#1 SQUARE WITH "X" CUT SET ON CONCRETECURB INLET, WEST SIDE OF TURN LANE MEDIAN, AT THE SOUTHEAST INTERSECTION OF STATEHIGHWAY 114 AND WHITE CHAPEL BOULEVARD.ELEV=638.47 BM#2 SQUARE WITH "X" CUT SET ON CONCRETE,EAST END OF CENTERLINE MEDIAN ALONG EAST KIRKLAND BOULEVARD, ±50 FEET WEST OF THE CENTERLINE INTERSECTION OF EAST KIRKLANDBOULEVARD AND RIVIERA DRIVE.ELEV=627.01 BM#3 SQUARE WITH "X" CUT SET ON CONCRETECURB INLET, NORTH SIDE OF STATE HIGHWAY 114, ±1435 FEET SOUTHEAST OF THE CENTERLINEINTERSECTION OF STATE HIGHWAY 114 ANDWHITE CHAPEL BOULEVARD. ELEV=622.41 PAVING PLAN ANDPROFILE STREET CPROPERTY LINE 28' B-B SECTION FOR COLLECTION PAVEMENT 12' B-B SECTION FORRESIDENTIAL PAVEMENT SIDEWALK RETAINING WALL SCREENING FENCE LEGEND KEY MAP (NOT TO SCALE) STREET B STREET D STREET ASTREET EALLEY C ALLEY DALLEY FALLEY B ALLEY A ALLEY E STREET CSTREET A1. ALL CURBS AT PROPOSED DRIVEWAY LOCATIONS ARE TO BE NON-REINFORCED2. SEE PAVING DETAILS SHEET FOR TYPICAL SECTION DETAIL3. SIDEWALKS TO BE CONSTRUCTED BY BUILDER PAVING NOTES 1" = 40' HORIZONTAL1" = 4' VERTICAL PROFILE SCALE (TC): TOP OF CURB(GUT): GUTTER ABBREVIATIONS STREET C SECTIONNORTH ALLEY C(SEE SHEET C-208)ALLEY A(SEE SHEET C-206)STREET B (SEE SHEET C-202) STREET D (SEE SHEET C-204)ALLEY B(SEE SHEET C-207) 90.0°90.0°202524232221 16191817 1415 BLOCK B 26 B-B 28.0R=30.0' R=30.0' STA: 8+14.03 STREET DSTA: 2+57.17 STREET AN:7037383.3853E:2383348.5465 STA: 1+00.00 STREET DSTA: 1+00.00 STREET CSTA: 1+00.00 ALLEY C N:7037365.9809E:2382635.2499 C2 R.O.W. 51.0L23L24L25 L1 L36 620 625 630 635 640 645 650 655 660 620 625 630 635 640 645 650 655 660 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00PVI: 1+44.00EL: 644.17PVI: 7+70.03EL: 634.78TOCEG646.85645.87644.92644.02643.12642.24641.30639.87638.40637.85637.25636.21635.15633.94632.81632.60NATURAL GROUND@ LEFT ROW NATURAL GROUND @ RIGHT ROWNATURAL GROND@ CENTERLINE PROPOSEDTOP OF CURB FILL TO BE COMPACTED TO 95% STD PROCTOR DENSITYOR PER GEOTECH RECOMMENDATION PCCR STA:7+20.00635.53 LT & RTPCCR STA:6+74.92636.21 LT & RTPCCR STA:6+53.14636.53 LT & RTNORMAL CROWN 644.08643.33642.58641.83641.08640.33639.58638.83638.08637.33636.58635.83635.08/// /// ///////// /// /// /// /// /// ////// ////// /// /////////////////////90.0°90.0°RETAINING WALL 6' SIDEWALK (TYP.) PEDESTRIAN ACCESSEASEMENT B-B 28.0TC: 643.34 TC: 643.52 TC: 643.86 TC: 644.43 TC: 644.95 04 01 05 08 06 07 10 09 12 11 TC: 644.89 03 VALLEY GUTTERR.O.W. 51.0GUT: 644.23 FOR INTERSECTION DETAIL REFER TO SHEET C-212DETAIL D-1 POINT TABLE POINT NO. 01 02 03 04 05 06 07 08 09 10 11 12 DESCRIPTION PC PT PC PC PC PC PC PC PC PC PT PT ALIGNMENT STREET D STREET D STREET D STREET D STREET D STREET D STREET D STREET D STREET D STREET D STREET D STREET D STATION 1+05.50 1+14.00 1+34.50 1+44.00 6+53.14 6+53.14 6+74.92 6+74.92 7+70.03 7+70.03 8+00.03 8+00.03 OFFSET 14.00' RT 44.00' LT 14.00' RT 14.00' LT 14.00' LT 14.00' RT 14.00' RT 14.00' LT 14.00' LT 14.00' RT 44.00' RT 44.00' LT ELEVATION 644.14 643.34 643.85 643.67 636.03 636.03 635.71 635.71 634.28 634.28 633.43 633.43 CURVE TABLE CURVE C2 RADIUS 593.00' LENGTH 61.81' CHORD BEARING N86°42'08"E CHORD 61.79' DELTA 5°58'21" TANGENT 30.94' STREET D STREET D LINE TABLE LINE L1 L36 LENGTH 99.07 553.14 BEARING N83°42'58.00"E N89°41'19.00"E C-204 BYDATEREVISIONSNo.DATESHEET NUMBER CHECKED BY:SCALE:DESIGNED BY:DRAWN BY:KHA PROJECT10/6/22 PHONE: 972-770-1300 FAX: 972-239-3820WWW.KIMLEY-HORN.COM TX F-928© 2021 KIMLEY-HORN AND ASSOCIATES, INC. LAST SAVED 10/6/2022 10:35 AMPLOTTED BY GINDT, DYLAN 10/6/2022 11:06 AMDWG PATH K:\DAL_Civil\064514100-Carillon\CAD\Single Family\PlanSheetsDWG NAME C-Paving.dwg , [ STREET D ]IMAGESXREFS xBrdr (22x34) : xSingleFamily : xbndy : xexbase : xexutil : xUtil : xHatch-SF : xLabel : xRoad-SF : xHardscape-SF : xEsmt-Commerical : xStrm-Commerical : xUtil-Commerical : oCorr-SF : xStrm-SF13455 NOEL ROAD, TWO GALLERIA OFFICE TOWER,SUITE 700, DALLAS, TX 75240AS NOTEDJWHMTRJWHEngineer P.E. No.Date Not for construction or permit purposes.FOR REVIEW ONLY 10/6/2022124909 JOSEPH HORNISHER SE N. WHITE CHAPEL BLVD & E. KIRKWOODBLVD CITY OF SOUTHLAKE, TEXAS CARILLON PARCPREPARED FORHCCP PROPERTY PARTNERS064514100BENCHMARKS ELEVATIONS BASED ON NORTH AMERICANVERTICAL DATUM 1988 BM#1 SQUARE WITH "X" CUT SET ON CONCRETECURB INLET, WEST SIDE OF TURN LANE MEDIAN, AT THE SOUTHEAST INTERSECTION OF STATEHIGHWAY 114 AND WHITE CHAPEL BOULEVARD.ELEV=638.47 BM#2 SQUARE WITH "X" CUT SET ON CONCRETE,EAST END OF CENTERLINE MEDIAN ALONG EAST KIRKLAND BOULEVARD, ±50 FEET WEST OF THE CENTERLINE INTERSECTION OF EAST KIRKLANDBOULEVARD AND RIVIERA DRIVE.ELEV=627.01 BM#3 SQUARE WITH "X" CUT SET ON CONCRETECURB INLET, NORTH SIDE OF STATE HIGHWAY 114, ±1435 FEET SOUTHEAST OF THE CENTERLINEINTERSECTION OF STATE HIGHWAY 114 ANDWHITE CHAPEL BOULEVARD. ELEV=622.41 PAVING PLAN ANDPROFILE STREET DPROPERTY LINE 28' B-B SECTION FOR COLLECTION PAVEMENT 12' B-B SECTION FORRESIDENTIAL PAVEMENT SIDEWALK RETAINING WALL SCREENING FENCE LEGEND KEY MAP (NOT TO SCALE) STREET B STREET D STREET ASTREET EALLEY C ALLEY DALLEY FALLEY B ALLEY A ALLEY E STREET CSTREET A1. ALL CURBS AT PROPOSED DRIVEWAY LOCATIONS ARE TO BE NON-REINFORCED2. SEE PAVING DETAILS SHEET FOR TYPICAL SECTION DETAIL3. SIDEWALKS TO BE CONSTRUCTED BY BUILDER PAVING NOTES 1" = 40' HORIZONTAL1" = 4' VERTICAL PROFILE SCALE (TC): TOP OF CURB (GUT): GUTTER ABBREVIATIONS STREET D SECTION NORTH STREET C(SEE SHEET C-203) ALLEY C(SEE SHEET C-208) STREET A(SEE SHEET C-201) STREET A(SEE SHEET C-201) ZONING: ECZ FLUM: MIXED USE MARCIANO PAUL ZONING: ECZ FLUM: MIXED USE VALLERIE JAMES ZONING: ECZ FLUM: MIXED USE 90.0° 90.0 ° 12 14 11 190.0°BEGIN ALIGNMENTN:7037262.0257E:2383682.3354 R=3 0. 0 ' 03 01 04 02 05 08 10 11 06 07 09 12 14 15 13 16 615 620 625 630 635 640 645 650 655 615 620 625 630 635 640 645 650 655 0+00 1+00 2+00 3+00 4+00 5+00PVI: 1+44.00EL: 632.50PVI: 3+66.10EL: 630.72PROPOSEDTOP OF CURB NATURAL GROUND@ LEFT ROW NATURAL GROUND@ RIGHT ROW NATURAL GROND@ CENTERLINE PCCR STA:1+44.00632.50 LT & RTPCCR STA:3+75.36630.34 LT & RTNORMAL CROWN ALLEY F & D TOCEG637.49637.04636.48635.77634.00632.06630.79630.61631.01PCCR STA:2+66.50631.52 LT & RTPCCR STA:2+24.50631.86 LT & RT632.45632.05631.65631.25630.85POINT TABLE POINT NO. 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 DESCRIPTION PC PT PC PC PC PC PT PT PT PT PC PC PC PC PT PT ALIGNMENT STREET E STREET E STREET E STREET E STREET E STREET E STREET E STREET E STREET E STREET E STREET E STREET E STREET E STREET E STREET E STREET E STATION 1+07.77 1+14.50 1+31.38 1+44.00 2+24.50 2+24.50 2+39.50 2+39.50 2+51.50 2+51.50 2+66.50 2+66.50 3+66.10 3+75.36 3+95.36 3+96.09 OFFSET 25.50' RT 44.00' LT 14.00' RT 14.50' LT 14.00' LT 14.00' RT 29.00' RT 29.00' LT 29.00' RT 29.00' LT 14.00' LT 14.00' RT 14.00' RT 14.00' LT 34.02' LT 43.24' RT ELEVATION 632.55 633.41 632.13 632.50 631.36 631.36 631.76 631.71 631.75 631.70 631.02 631.02 630.22 630.57 630.27 630.82 B-B 28.0 ROW 20.0 ROW 20.0 STA: 1+00.00 STREET ESTA: 1+00.00 STREET A STA: 9+75.36 ALLEY CN:7037227.1643E:2383365.7490 STA: 2+45.50 STREET E STA: 1+00.00 ALLEY DSTA: 5+77.48 ALLEY FN:7037243.0900E:2383510.3748 24' FIRE ACCESSGATE W/ KNOX BOX B-B 28.0VALLEY GUTTER VALLEY GUTTER BEGIN ALIGNMENTN:7037262.0257E:2383682.3354 ROW 51.0 FOR INTERSECTION DETAILREFER TO SHEET C-212 DETAIL E-1 BEGIN CONCRETE PAVINGCONNECT TO EX. PAVEMENT MATCH EX. PAVEMENT ELEVATIONR.O.W 51.0STREET E LINE TABLE LINE L35 LENGTH 306.50 BEARING N83°42'58.00"E C-205 BYDATEREVISIONSNo.DATESHEET NUMBER CHECKED BY:SCALE:DESIGNED BY:DRAWN BY:KHA PROJECT10/6/22 PHONE: 972-770-1300 FAX: 972-239-3820WWW.KIMLEY-HORN.COM TX F-928© 2021 KIMLEY-HORN AND ASSOCIATES, INC. LAST SAVED 10/6/2022 10:35 AMPLOTTED BY GINDT, DYLAN 10/6/2022 11:06 AMDWG PATH K:\DAL_Civil\064514100-Carillon\CAD\Single Family\PlanSheetsDWG NAME C-Paving.dwg , [ STREET E ]IMAGESXREFS xBrdr (22x34) : xSingleFamily : xbndy : xexbase : xexutil : xUtil : xHatch-SF : xLabel : xRoad-SF : xHardscape-SF : xEsmt-Commerical : xStrm-Commerical : xUtil-Commerical : oCorr-SF : xStrm-SF13455 NOEL ROAD, TWO GALLERIA OFFICE TOWER,SUITE 700, DALLAS, TX 75240AS NOTEDJWHMTRJWHEngineer P.E. No.Date Not for construction or permit purposes.FOR REVIEW ONLY 10/6/2022124909 JOSEPH HORNISHER SE N. WHITE CHAPEL BLVD & E. KIRKWOODBLVD CITY OF SOUTHLAKE, TEXAS CARILLON PARCPREPARED FORHCCP PROPERTY PARTNERS064514100BENCHMARKS ELEVATIONS BASED ON NORTH AMERICANVERTICAL DATUM 1988 BM#1 SQUARE WITH "X" CUT SET ON CONCRETECURB INLET, WEST SIDE OF TURN LANE MEDIAN, AT THE SOUTHEAST INTERSECTION OF STATEHIGHWAY 114 AND WHITE CHAPEL BOULEVARD.ELEV=638.47 BM#2 SQUARE WITH "X" CUT SET ON CONCRETE,EAST END OF CENTERLINE MEDIAN ALONG EAST KIRKLAND BOULEVARD, ±50 FEET WEST OF THE CENTERLINE INTERSECTION OF EAST KIRKLANDBOULEVARD AND RIVIERA DRIVE.ELEV=627.01 BM#3 SQUARE WITH "X" CUT SET ON CONCRETECURB INLET, NORTH SIDE OF STATE HIGHWAY 114, ±1435 FEET SOUTHEAST OF THE CENTERLINEINTERSECTION OF STATE HIGHWAY 114 ANDWHITE CHAPEL BOULEVARD. ELEV=622.41 PAVING PLAN ANDPROFILE STREET ENORTH PROPERTY LINE 28' B-B SECTION FOR COLLECTION PAVEMENT 12' B-B SECTION FORRESIDENTIAL PAVEMENT SIDEWALK RETAINING WALL SCREENING FENCE LEGEND 1. ALL CURBS AT PROPOSED DRIVEWAY LOCATIONS ARE TO BE NON-REINFORCED2. SEE PAVING DETAILS SHEET FOR TYPICAL SECTION DETAIL3. SIDEWALKS TO BE CONSTRUCTED BY BUILDER PAVING NOTES 1" = 40' HORIZONTAL1" = 4' VERTICAL PROFILE SCALE (TC): TOP OF CURB(GUT): GUTTER ABBREVIATIONS KEY MAP (NOT TO SCALE) STREET B STREET D STREET ASTREET EALLEY C ALLEY DALLEY FALLEY B ALLEY A ALLEY E STREET CSTREET ASTREET E SECTION STREET A(SEE SHEET C-201)ALLEY C(SEE SHEET C-208)ALLEY D(SEE SHEET C-209) ALLEY F(SEE SHEET C-211) /////////////////////////// 5 10 9 8 7 6 2 4 1 3 11 12 13 1+002+003+00 4+00 5+00 6+00 7+00 8+008+65PTL4 L5 ROW 20.0E-E 12.0RETAINING WALL 02 03 01 05 04 06 07 08 09 1110 12 13 C 9C10 C16 FOR INTERSECTION DETAIL REFER TO SHEET C-212DETAIL ALLEY A-1 FOR INTERSECTION DETAILREFER TO SHEET C-212DETAIL ALLEY A-2 STREET B STA: 8+64.66 ALLEY ASTA: 5+95.22 STREET B N:7037661.8501E:2383128.8647 STA: 1+00.00 ALLEY A STA: 1+00.00 STREET BN:7037658.9765E:2382633.6575WHITE CHAPEL BOULEVARD(A VARIABLE WIDTH RIGHT-OF-WAY)L28L29L30 L31615 620 625 630 635 640 645 650 655 615 620 625 630 635 640 645 650 655 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00PVI: 1+35.02EL: 642.00PVI: 2+79.56EL: 640.92PVI: 5+43.97EL: 636.95PVI: 8+35.85EL: 634.75TOCEG642.00641.89641.51641.14640.61639.86639.11638.36637.61636.90636.53636.15635.77635.40635.02643.51643.97643.68642.74641.37639.94639.11638.23637.56636.80635.06634.36634.24633.73632.86632.02632.18NATURAL GROUND@ LEFT ROW NATURAL GROUND@ RIGHT ROW NATURAL GROND @ CENTERLINE PROPOSEDTOP OF CURB FILL TO BE COMPACTED TO95% STD PROCTOR DENSITY OR PER GEOTECH RECOMMENDATION PCCR STA:1+35.02642.00 LT & RTPCCR STA:2+00.00641.51 LT & RTPCCR STA:7+69.35635.25 LT & RTPCCR STA:6+90.82635.84 LT & RTPCCR STA:2+80.00640.91 LT & RTNORMAL CROWN ALLEY A POINT TABLE POINT NO. 01 02 03 04 05 06 07 08 09 10 11 12 13 DESCRIPTION PT PT PC PC PC PC PC PC PC PC PC PT PT ALIGNMENT ALLEY A ALLEY A ALLEY A ALLEY A ALLEY A ALLEY A ALLEY A ALLEY A ALLEY A ALLEY A ALLEY A ALLEY A ALLEY A STATION 1+06.01 1+10.07 1+16.97 1+29.72 1+34.52 2+01.02 2+79.56 6+90.81 7+69.35 8+35.35 8+35.85 8+50.35 8+50.85 OFFSET 13.79' RT 9.73' LT 6.00' LT 6.00' LT 6.00' RT 6.00' RT 6.00' RT 6.00' RT 6.00' RT 6.00' RT 6.00' LT 21.00' RT 21.00' LT ELEVATION 641.37 641.44 642.02 642.19 642.24 641.76 641.17 636.09 635.50 635.00 634.98 635.08 633.96 CURVE TABLE CURVE C9 C10 C16 RADIUS 50.00' 50.00' 21.00' LENGTH 78.54' 78.54' 16.49' CHORD BEARING S45°18'41"E N44°41'19"E N22°48'41"W CHORD 70.71' 70.71' 16.07' DELTA 90°00'00" 90°00'00" 45°00'00" TANGENT 50.00' 50.00' 8.70' ALLEY A LINE TABLE LINE L29 L30 L31 LENGTH 71.30 411.25 95.50 BEARING N0°18'41.00"W N89°41'19.00"E S0°18'41.00"E C-206 BYDATEREVISIONSNo.DATESHEET NUMBER CHECKED BY:SCALE:DESIGNED BY:DRAWN BY:KHA PROJECT10/6/22 PHONE: 972-770-1300 FAX: 972-239-3820WWW.KIMLEY-HORN.COM TX F-928© 2021 KIMLEY-HORN AND ASSOCIATES, INC. LAST SAVED 10/6/2022 10:35 AMPLOTTED BY GINDT, DYLAN 10/6/2022 11:06 AMDWG PATH K:\DAL_Civil\064514100-Carillon\CAD\Single Family\PlanSheetsDWG NAME C-Paving.dwg , [ ALLEY A ]IMAGESXREFS xBrdr (22x34) : xSingleFamily : xbndy : xexbase : xexutil : xUtil : xHatch-SF : xLabel : xRoad-SF : xHardscape-SF : xEsmt-Commerical : xStrm-Commerical : xUtil-Commerical : oCorr-SF : xStrm-SF13455 NOEL ROAD, TWO GALLERIA OFFICE TOWER,SUITE 700, DALLAS, TX 75240AS NOTEDJWHMTRJWHEngineer P.E. No.Date Not for construction or permit purposes.FOR REVIEW ONLY 10/6/2022124909 JOSEPH HORNISHER SE N. WHITE CHAPEL BLVD & E. KIRKWOODBLVD CITY OF SOUTHLAKE, TEXAS CARILLON PARCPREPARED FORHCCP PROPERTY PARTNERS064514100BENCHMARKS ELEVATIONS BASED ON NORTH AMERICANVERTICAL DATUM 1988 BM#1 SQUARE WITH "X" CUT SET ON CONCRETECURB INLET, WEST SIDE OF TURN LANE MEDIAN, AT THE SOUTHEAST INTERSECTION OF STATEHIGHWAY 114 AND WHITE CHAPEL BOULEVARD.ELEV=638.47 BM#2 SQUARE WITH "X" CUT SET ON CONCRETE,EAST END OF CENTERLINE MEDIAN ALONG EAST KIRKLAND BOULEVARD, ±50 FEET WEST OF THE CENTERLINE INTERSECTION OF EAST KIRKLANDBOULEVARD AND RIVIERA DRIVE.ELEV=627.01 BM#3 SQUARE WITH "X" CUT SET ON CONCRETECURB INLET, NORTH SIDE OF STATE HIGHWAY 114, ±1435 FEET SOUTHEAST OF THE CENTERLINEINTERSECTION OF STATE HIGHWAY 114 ANDWHITE CHAPEL BOULEVARD. ELEV=622.41 PAVING PLAN ANDPROFILE ALLEY APROPERTY LINE 28' B-B SECTION FOR COLLECTION PAVEMENT 12' B-B SECTION FOR RESIDENTIAL PAVEMENT SIDEWALK RETAINING WALL SCREENING FENCE LEGEND KEY MAP (NOT TO SCALE) STREET B STREET D STREET ASTREET EALLEY C ALLEY DALLEY FALLEY B ALLEY A ALLEY E STREET CSTREET A1. ALL CURBS AT PROPOSED DRIVEWAY LOCATIONS ARE TO BE NON-REINFORCED2. SEE PAVING DETAILS SHEET FOR TYPICAL SECTION DETAIL3. SIDEWALKS TO BE CONSTRUCTED BY BUILDER PAVING NOTES 1" = 40' HORIZONTAL1" = 4' VERTICAL PROFILE SCALE (TC): TOP OF CURB(GUT): GUTTER ABBREVIATIONS ALLEY A SECTION NORTH STREET B(SEE SHEET C-202)STREET C(SEE SHEET C-203) /////////////// ///(A VARIABLE WIDTH RIGHT-OF-WAY)90.0°90.0°6 107354289 1211 1415 13 27 1 2+003+001+00 2+00 3+00 4+00 5+00 6+00 7+00 7+99 STA: 1+00.00 ALLEY BSTA: 2+46.50 STREET CN:7037512.4787 E:2382634.4537 STA: 7+98.76 ALLEY B STA: 4+03.67 STREET AN:7037529.0051 E:2383332.5114 E-E 12.0ROW 20.0VALLEY GUTTER VALLEY GUTTER 02 01 04 03 06 05 08 07 09 10 11 12 C13 L19L26 L27 615 620 625 630 635 640 645 650 655 615 620 625 630 635 640 645 650 655 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00PVI: 1+00.00EL: 642.94PVI: 7+69.26EL: 632.90TOCEG642.94642.19641.44640.69639.94639.19638.44637.69636.94636.19635.44634.69633.94633.19NATURAL GROUND @ LEFT ROW NATURAL GROUND @ RIGHT ROW NATURAL GROND @ CENTERLINE PROPOSEDTOP OF CURB FILL TO BE COMPACTED TO 95% STD PROCTOR DENSITYOR PER GEOTECH RECOMMENDATION 644.51643.75642.29641.42640.47639.21638.48636.98635.84634.81633.84632.94631.90630.78630.07PCCR STA:6+99.68633.94 LT & RTPCCR STA:6+53.14634.64 LT & RTNORMAL CROWN POINT TABLE POINT NO. 01 02 03 04 05 06 07 08 09 10 11 12 DESCRIPTION PT PT PC PC PC PC PC PC PC PC PT PT ALIGNMENT ALLEY B ALLEY B ALLEY B ALLEY B ALLEY B ALLEY B ALLEY B ALLEY B ALLEY B ALLEY B ALLEY B ALLEY B STATION 1+14.00 1+14.00 1+29.00 1+29.00 6+53.14 6+53.14 6+99.68 6+99.68 7+69.76 7+69.76 7+84.76 7+84.76 OFFSET 21.00' RT 21.00' LT 6.00' LT 6.00' RT 6.00' RT 6.00' LT 6.00' LT 6.00' RT 6.00' RT 6.00' LT 21.00' RT 21.00' LT ELEVATION 642.73 642.41 642.74 642.76 634.89 634.89 634.19 634.19 633.15 633.14 632.82 632.51 CURVE TABLE CURVE C13 RADIUS 446.50' LENGTH 46.54' CHORD BEARING N86°42'08"E CHORD 46.52' DELTA 5°58'21" TANGENT 23.29' LINE TABLE LINE L26 L27 LENGTH 99.07 553.14 BEARING N83°42'58.00"E N89°41'19.00"E C-207 BYDATEREVISIONSNo.DATESHEET NUMBER CHECKED BY:SCALE:DESIGNED BY:DRAWN BY:KHA PROJECT10/6/22 PHONE: 972-770-1300 FAX: 972-239-3820WWW.KIMLEY-HORN.COM TX F-928© 2021 KIMLEY-HORN AND ASSOCIATES, INC. LAST SAVED 10/6/2022 10:35 AMPLOTTED BY GINDT, DYLAN 10/6/2022 11:06 AMDWG PATH K:\DAL_Civil\064514100-Carillon\CAD\Single Family\PlanSheetsDWG NAME C-Paving.dwg , [ ALLEY B ]IMAGESXREFS xBrdr (22x34) : xSingleFamily : xbndy : xexbase : xexutil : xUtil : xHatch-SF : xLabel : xRoad-SF : xHardscape-SF : xEsmt-Commerical : xStrm-Commerical : xUtil-Commerical : oCorr-SF : xStrm-SF13455 NOEL ROAD, TWO GALLERIA OFFICE TOWER,SUITE 700, DALLAS, TX 75240AS NOTEDJWHMTRJWHEngineer P.E. No.Date Not for construction or permit purposes.FOR REVIEW ONLY 10/6/2022124909 JOSEPH HORNISHER SE N. WHITE CHAPEL BLVD & E. KIRKWOODBLVD CITY OF SOUTHLAKE, TEXAS CARILLON PARCPREPARED FORHCCP PROPERTY PARTNERS064514100BENCHMARKS ELEVATIONS BASED ON NORTH AMERICANVERTICAL DATUM 1988 BM#1 SQUARE WITH "X" CUT SET ON CONCRETECURB INLET, WEST SIDE OF TURN LANE MEDIAN, AT THE SOUTHEAST INTERSECTION OF STATEHIGHWAY 114 AND WHITE CHAPEL BOULEVARD.ELEV=638.47 BM#2 SQUARE WITH "X" CUT SET ON CONCRETE,EAST END OF CENTERLINE MEDIAN ALONG EAST KIRKLAND BOULEVARD, ±50 FEET WEST OF THE CENTERLINE INTERSECTION OF EAST KIRKLANDBOULEVARD AND RIVIERA DRIVE.ELEV=627.01 BM#3 SQUARE WITH "X" CUT SET ON CONCRETECURB INLET, NORTH SIDE OF STATE HIGHWAY 114, ±1435 FEET SOUTHEAST OF THE CENTERLINEINTERSECTION OF STATE HIGHWAY 114 ANDWHITE CHAPEL BOULEVARD. ELEV=622.41 PAVING PLAN ANDPROFILE ALLEY BPROPERTY LINE 28' B-B SECTION FOR COLLECTION PAVEMENT 12' B-B SECTION FOR RESIDENTIAL PAVEMENT SIDEWALK RETAINING WALL SCREENING FENCE LEGEND KEY MAP (NOT TO SCALE) STREET B STREET D STREET ASTREET EALLEY C ALLEY DALLEY FALLEY B ALLEY A ALLEY E STREET CSTREET A1. ALL CURBS AT PROPOSED DRIVEWAY LOCATIONS ARE TO BE NON-REINFORCED2. SEE PAVING DETAILS SHEET FOR TYPICAL SECTION DETAIL3. SIDEWALKS TO BE CONSTRUCTED BY BUILDER PAVING NOTES 1" = 40' HORIZONTAL1" = 4' VERTICAL PROFILE SCALE (TC): TOP OF CURB(GUT): GUTTER ABBREVIATIONS ALLEY B SECTION NORTH STREET A (SEE SHEET C-201) STREET C (SEE SHEET C-203) ///90.0°90.0°90.0° 90.0° 61245 1178910 13312 15 141+001+002+003+00 4+00 5+00 6+00 7+00 8+00 9+00 9+75 R=745.5' STA: 1+00.00 ALLEY C STA: 1+00.00 STREET C STA: 1+00.00 STREET DN:7037365.9809E:2382635.2499 STA: 9+75.36 ALLEY C STA: 1+10.67 STREET ASTA: 1+00.00 STREET EN:7037237.7655 E:2383364.5817 E-E 12.0ROW 20.001 02 03 05 04 06 07 09 08 11 10 12 13 15 14 C12C11C2 FOR INTERSECTION DETAILREFER TO SHEET C-212DETAIL ALLEY C-1 L21 L22L23L24 L1 L36 625 630 635 640 645 650 655 660 665 625 630 635 640 645 650 655 660 665 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 10+50PVI: 1+34.50EL: 644.70PVI: 2+80.56EL: 645.80PVI: 7+99.44EL: 638.01PVI: 9+46.36EL: 632.79TOCEG644.70644.82645.19645.57645.50644.75644.00643.25642.50641.75641.00640.25639.50638.75637.99636.21634.44NATURAL GROUND@ LEFT ROW NATURAL GROUND @ RIGHT ROW NATURAL GROND @ CENTERLINEPROPOSEDTOP OF CURB PCCR STA:1+34.52644.70 LT & RTPCCR STA:2+02.02645.21 LT & RTPCCR STA:2+80.56645.80 LT & RTPCCR STA:7+99.20638.02 LT & RTPCCR STA:8+80.00635.15 LT & RTPCCR STA:9+46.36632.79 LT & RT646.85647.83648.29647.66647.02646.44646.52645.97645.59645.30644.95643.92642.66641.22639.95638.94638.02637.26636.84NORMAL CROWN POINT TABLE POINT NO. 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 DESCRIPTION PT PC PC PC PC PC PC PC PC PC PC PC PC PT PT ALIGNMENT ALLEY C ALLEY C ALLEY C ALLEY C ALLEY C ALLEY C ALLEY C ALLEY C ALLEY C ALLEY C ALLEY C ALLEY C ALLEY C ALLEY C ALLEY C STATION 1+06.01 1+09.28 1+16.78 1+29.72 1+34.52 2+02.02 2+80.56 7+99.20 7+99.20 8+76.28 8+76.28 9+46.36 9+50.21 9+61.36 9+62.38 OFFSET 13.79' LT 10.24' RT 6.00' RT 6.00' RT 6.00' LT 6.00' LT 6.00' LT 6.00' LT 6.00' RT 6.00' RT 6.00' LT 6.00' LT 6.00' RT 21.00' LT 12.23' RT ELEVATION 644.14 643.86 644.51 644.89 644.95 645.46 646.05 638.27 638.27 635.53 635.53 633.06 632.96 633.16 632.81 CURVE TABLE CURVE C11 C12 RADIUS 50.00' 739.50' LENGTH 78.54' 77.09' CHORD BEARING S45°18'41"E N86°42'08"E CHORD 70.71' 77.05' DELTA 90°00'00" 5°58'21" TANGENT 50.00' 38.58' ALLEY C LINE TABLE LINE L21 L22 L23 LENGTH 99.07 518.64 72.30 BEARING N83°42'58.00"E N89°41'19.00"E S0°18'41.00"E C-208 BYDATEREVISIONSNo.DATESHEET NUMBER CHECKED BY:SCALE:DESIGNED BY:DRAWN BY:KHA PROJECT10/6/22 PHONE: 972-770-1300 FAX: 972-239-3820WWW.KIMLEY-HORN.COM TX F-928© 2021 KIMLEY-HORN AND ASSOCIATES, INC. LAST SAVED 10/6/2022 10:35 AMPLOTTED BY GINDT, DYLAN 10/6/2022 11:06 AMDWG PATH K:\DAL_Civil\064514100-Carillon\CAD\Single Family\PlanSheetsDWG NAME C-Paving.dwg , [ ALLEY C ]IMAGESXREFS xBrdr (22x34) : xSingleFamily : xbndy : xexbase : xexutil : xUtil : xHatch-SF : xLabel : xRoad-SF : xHardscape-SF : xEsmt-Commerical : xStrm-Commerical : xUtil-Commerical : oCorr-SF : xStrm-SF13455 NOEL ROAD, TWO GALLERIA OFFICE TOWER,SUITE 700, DALLAS, TX 75240AS NOTEDJWHMTRJWHEngineer P.E. No.Date Not for construction or permit purposes.FOR REVIEW ONLY 10/6/2022124909 JOSEPH HORNISHER SE N. WHITE CHAPEL BLVD & E. KIRKWOODBLVD CITY OF SOUTHLAKE, TEXAS CARILLON PARCPREPARED FORHCCP PROPERTY PARTNERS064514100PAVING PLAN ANDPROFILE ALLEY CPROPERTY LINE 28' B-B SECTION FOR COLLECTION PAVEMENT 12' B-B SECTION FOR RESIDENTIAL PAVEMENT SIDEWALK RETAINING WALL SCREENING FENCE LEGEND KEY MAP (NOT TO SCALE) STREET B STREET D STREET ASTREET EALLEY C ALLEY DALLEY FALLEY B ALLEY A ALLEY E STREET CSTREET A1. ALL CURBS AT PROPOSED DRIVEWAY LOCATIONS ARE TO BENON-REINFORCED 2. SEE PAVING DETAILS SHEET FOR TYPICAL SECTION DETAIL3. SIDEWALKS TO BE CONSTRUCTED BY BUILDER PAVING NOTES 1" = 40' HORIZONTAL1" = 4' VERTICAL PROFILE SCALE (TC): TOP OF CURB(GUT): GUTTER ABBREVIATIONS ALLEY C SECTION NORTH ELEVATIONS BASED ON NORTH AMERICAN VERTICAL DATUM 1988 BM#1 SQUARE WITH "X" CUT SET ON CONCRETE CURB INLET, WEST SIDE OF TURN LANE MEDIAN,AT THE SOUTHEAST INTERSECTION OF STATEHIGHWAY 114 AND WHITE CHAPEL BOULEVARD. ELEV=638.47 BM#2 SQUARE WITH "X" CUT SET ON CONCRETE, EAST END OF CENTERLINE MEDIAN ALONG EASTKIRKLAND BOULEVARD, ±50 FEET WEST OF THECENTERLINE INTERSECTION OF EAST KIRKLAND BOULEVARD AND RIVIERA DRIVE.ELEV=627.01 BM#3 SQUARE WITH "X" CUT SET ON CONCRETECURB INLET, NORTH SIDE OF STATE HIGHWAY 114,±1435 FEET SOUTHEAST OF THE CENTERLINEINTERSECTION OF STATE HIGHWAY 114 AND WHITE CHAPEL BOULEVARD.ELEV=622.41 BENCHMARKS STREET C(SEE SHEET C-203)STREET D(SEE SHEET C-204)STREET A (SEE SHEET C-201)STREET E(SEE SHEET C-205) 90.0°718241213141523222120191716109845611312627+761+00 2+00 3+00 4+00 5+00 6+00 7+002+003+0090.0°EASEMENT STA: 1+00.00 ALLEY DSTA: 5+77.48 ALLEY FSTA: 2+45.50 STREET E N:7037243.0900E:2383510.3748 STA: 6+07.18 ALLEY DSTA: 2+89.64 ALLEY EN:7037747.2242E:2383454.8614E-E12.0ROW 20.001 02 03 04 05 06 07 08 E. KIRKWOODBOULEVARD(A VARIABLE WIDTH RIGHT-OF-WAY)L15 L16L20L32 L35610 615 620 625 630 635 640 645 650 610 615 620 625 630 635 640 645 650 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00PVI: 1+29.00EL: 631.45PVI: 6+95.13EL: 629.28PVI: 7+26.18EL: 629.50TOCEG631.45631.60631.95632.29632.05631.70631.35631.00630.65630.30629.95629.60629.32634.19632.64631.26629.60628.35627.95627.93627.83628.05628.76629.84630.46630.59629.79628.45NATURAL GROUND@ LEFT ROW NATURAL GROUND @ RIGHT ROW NATURAL GROND@ CENTERLINE PROPOSEDTOP OF CURB FILL TO BE COMPACTED TO95% STD PROCTOR DENSITY OR PER GEOTECH RECOMMENDATION PCCR STA:1+30.00631.46 LT & RTPCCR STA:6+56.18629.56 LTPCCR STA:5+56.18630.26 LTALLEY E NORMAL CROWN KIRKWOODBLVD. R.O.W. STREET E R.O.W. POINT TABLE POINT NO. 01 02 03 04 05 06 07 08 DESCRIPTION PT PT PC PC PC PT PT PC ALIGNMENT ALLEY D ALLEY D ALLEY D ALLEY D ALLEY D ALLEY D ALLEY D ALLEY D STATION 1+14.00 1+14.00 1+29.00 1+29.00 5+56.18 6+00.18 6+12.18 6+56.18 OFFSET 21.00' LT 21.00' RT 6.00' RT 6.00' LT 6.00' LT 50.00' LT 50.00' LT 6.00' LT ELEVATION 631.36 631.02 631.70 631.71 630.51 631.26 631.26 629.81 ALLEY D LINE TABLE LINE L15 LENGTH 676.18 BEARING N6°17'02.00"W C-209 BYDATEREVISIONSNo.DATESHEET NUMBER CHECKED BY:SCALE:DESIGNED BY:DRAWN BY:KHA PROJECT10/6/22 PHONE: 972-770-1300 FAX: 972-239-3820WWW.KIMLEY-HORN.COM TX F-928© 2021 KIMLEY-HORN AND ASSOCIATES, INC. LAST SAVED 10/6/2022 10:35 AMPLOTTED BY GINDT, DYLAN 10/6/2022 11:06 AMDWG PATH K:\DAL_Civil\064514100-Carillon\CAD\Single Family\PlanSheetsDWG NAME C-Paving.dwg , [ ALLEY D ]IMAGESXREFS xBrdr (22x34) : xSingleFamily : xbndy : xexbase : xexutil : xUtil : xHatch-SF : xLabel : xRoad-SF : xHardscape-SF : xEsmt-Commerical : xStrm-Commerical : xUtil-Commerical : oCorr-SF : xStrm-SF13455 NOEL ROAD, TWO GALLERIA OFFICE TOWER,SUITE 700, DALLAS, TX 75240AS NOTEDJWHMTRJWHEngineer P.E. No.Date Not for construction or permit purposes.FOR REVIEW ONLY 10/6/2022124909 JOSEPH HORNISHER SE N. WHITE CHAPEL BLVD & E. KIRKWOODBLVD CITY OF SOUTHLAKE, TEXAS CARILLON PARCPREPARED FORHCCP PROPERTY PARTNERS064514100BENCHMARKS ELEVATIONS BASED ON NORTH AMERICANVERTICAL DATUM 1988 BM#1 SQUARE WITH "X" CUT SET ON CONCRETECURB INLET, WEST SIDE OF TURN LANE MEDIAN, AT THE SOUTHEAST INTERSECTION OF STATEHIGHWAY 114 AND WHITE CHAPEL BOULEVARD.ELEV=638.47 BM#2 SQUARE WITH "X" CUT SET ON CONCRETE,EAST END OF CENTERLINE MEDIAN ALONG EAST KIRKLAND BOULEVARD, ±50 FEET WEST OF THE CENTERLINE INTERSECTION OF EAST KIRKLANDBOULEVARD AND RIVIERA DRIVE.ELEV=627.01 BM#3 SQUARE WITH "X" CUT SET ON CONCRETECURB INLET, NORTH SIDE OF STATE HIGHWAY 114, ±1435 FEET SOUTHEAST OF THE CENTERLINEINTERSECTION OF STATE HIGHWAY 114 ANDWHITE CHAPEL BOULEVARD. ELEV=622.41 PAVING PLAN ANDPROFILE ALLEY DPROPERTY LINE 28' B-B SECTION FOR COLLECTION PAVEMENT 12' B-B SECTION FORRESIDENTIAL PAVEMENT SIDEWALK RETAINING WALL SCREENING FENCE LEGEND KEY MAP (NOT TO SCALE) STREET B STREET D STREET ASTREET EALLEY C ALLEY DALLEY FALLEY B ALLEY A ALLEY E STREET CSTREET A1. ALL CURBS AT PROPOSED DRIVEWAY LOCATIONS ARE TO BE NON-REINFORCED2. SEE PAVING DETAILS SHEET FOR TYPICAL SECTION DETAIL3. SIDEWALKS TO BE CONSTRUCTED BY BUILDER PAVING NOTES 1" = 40' HORIZONTAL1" = 4' VERTICAL PROFILE SCALE (TC): TOP OF CURB(GUT): GUTTER ABBREVIATIONS ALLEY D SECTIONNORTH ALLEY E(SEE SHEET C-210)STREET E(SEE SHEET C-205)ALLEY F(SEE SHEET C-211) 620 625 630 635 640 645 650 655 660 620 625 630 635 640 645 650 655 660 0+00 1+00 2+00 3+00 3+50PVI: 1+73.59EL: 633.00PVI: 2+40.06EL: 631.00TOCEG633.00632.21NATURAL GROUND@ LEFT ROW NATURAL GROUND @ RIGHT ROW NATURAL GROND@ CENTERLINE PROPOSEDTOP OF CURB FILL TO BE COMPACTED TO95% STD PROCTOR DENSITYOR PER GEOTECH RECOMMENDATION 631.55631.84631.75630.74629.97PCCR STA:2+39.64631.61 LT & RTNORMAL CROWN 90.0°22 21 20 3 26 2 14 6+001+002+00 2+90 7+546 + 0 0 STA: 2+89.64 ALLEY E STA: 6+06.18 ALLEY DN:7037746.2302E:2383454.9708 STA: 1+00.00 ALLEY ESTA: 6+00.68 STREET ASTA: 7+54.12 STREET B N:7037709.9086E:2383272.4604 ROW 20.0E-E 12.001 02 04 03 05 06 07 09 08 ALLEY E POINT TABLE POINT NO. 01 02 03 04 05 06 07 08 09 DESCRIPTION PC PC PT PC PC PC PC PT PT ALIGNMENT ALLEY E ALLEY E ALLEY E ALLEY E ALLEY E ALLEY E ALLEY E ALLEY E ALLEY E STATION 1+24.87 1+43.91 1+53.33 1+59.82 1+73.49 2+39.64 2+39.64 2+83.64 2+83.64 OFFSET 37.98' LT 14.32' LT 22.81' RT 6.50' LT 6.00' RT 6.00' RT 6.00' LT 50.00' RT 50.00' LT ELEVATION 632.30 633.18 632.93 633.40 633.25 631.26 631.26 630.51 629.81 CURVE TABLE CURVE C7 RADIUS 50.00' LENGTH 32.68' CHORD BEARING N64°59'24"E CHORD 32.10' DELTA 37°27'09" TANGENT 16.95' LINE TABLE LINE L16 LENGTH 147.39 BEARING N83°42'58.00"E C-210 BYDATEREVISIONSNo.DATESHEET NUMBER CHECKED BY:SCALE:DESIGNED BY:DRAWN BY:KHA PROJECT10/6/22 PHONE: 972-770-1300 FAX: 972-239-3820WWW.KIMLEY-HORN.COM TX F-928© 2021 KIMLEY-HORN AND ASSOCIATES, INC. LAST SAVED 10/6/2022 10:35 AMPLOTTED BY GINDT, DYLAN 10/6/2022 11:06 AMDWG PATH K:\DAL_Civil\064514100-Carillon\CAD\Single Family\PlanSheetsDWG NAME C-Paving.dwg , [ ALLEY E ]IMAGESXREFS xBrdr (22x34) : xSingleFamily : xbndy : xexbase : xexutil : xUtil : xHatch-SF : xLabel : xRoad-SF : xHardscape-SF : xEsmt-Commerical : xStrm-Commerical : xUtil-Commerical : oCorr-SF : xStrm-SF13455 NOEL ROAD, TWO GALLERIA OFFICE TOWER,SUITE 700, DALLAS, TX 75240AS NOTEDJWHMTRJWHEngineer P.E. No.Date Not for construction or permit purposes.FOR REVIEW ONLY 10/6/2022124909 JOSEPH HORNISHER SE N. WHITE CHAPEL BLVD & E. KIRKWOODBLVD CITY OF SOUTHLAKE, TEXAS CARILLON PARCPREPARED FORHCCP PROPERTY PARTNERS064514100BENCHMARKS ELEVATIONS BASED ON NORTH AMERICANVERTICAL DATUM 1988 BM#1 SQUARE WITH "X" CUT SET ON CONCRETECURB INLET, WEST SIDE OF TURN LANE MEDIAN, AT THE SOUTHEAST INTERSECTION OF STATEHIGHWAY 114 AND WHITE CHAPEL BOULEVARD.ELEV=638.47 BM#2 SQUARE WITH "X" CUT SET ON CONCRETE,EAST END OF CENTERLINE MEDIAN ALONG EAST KIRKLAND BOULEVARD, ±50 FEET WEST OF THE CENTERLINE INTERSECTION OF EAST KIRKLANDBOULEVARD AND RIVIERA DRIVE.ELEV=627.01 BM#3 SQUARE WITH "X" CUT SET ON CONCRETECURB INLET, NORTH SIDE OF STATE HIGHWAY 114, ±1435 FEET SOUTHEAST OF THE CENTERLINEINTERSECTION OF STATE HIGHWAY 114 ANDWHITE CHAPEL BOULEVARD. ELEV=622.41 PAVING PLAN ANDPROFILE ALLEY EPROPERTY LINE 28' B-B SECTION FORCOLLECTION PAVEMENT 12' B-B SECTION FORRESIDENTIAL PAVEMENT SIDEWALK RETAINING WALL SCREENING FENCE LEGEND KEY MAP (NOT TO SCALE) STREET B STREET D STREET ASTREET EALLEY C ALLEY DALLEY FALLEY B ALLEY A ALLEY E STREET CSTREET ASCALE 1" = 40' 1. ALL CURBS AT PROPOSED DRIVEWAY LOCATIONS ARE TO BENON-REINFORCED2. SEE PAVING DETAILS SHEET FOR TYPICAL SECTION DETAIL 3. SIDEWALKS TO BE CONSTRUCTED BY BUILDER PAVING NOTES 1" = 40' HORIZONTAL 1" = 4' VERTICAL PROFILE SCALE ALLEY E SECTION NORTH ALLEY D(SEE SHEET C-209)STREET B(SEE SHEET C-202) FLUM: MIXED USEMONTE CARLO DRIVE(51-FOOT WIDE RIGHT-OF-WAY)PALLADIAN DRIVE12367541221+00 1+002+003+004+00 5+00 5+772+003+004+0090.0°STA: 5+77.48 ALLEY FSTA: 2+45.50 STREET E N:7037243.0900E:2383510.3748 R=94.0' 01 03 02 04 05 06 07 09 08 10 11 12 13 FOR INTERSECTION DETAILREFER TO SHEET C-212 DETAIL ALLEY F-1 615 620 625 630 635 640 645 650 655 615 620 625 630 635 640 645 650 655 0+00 1+00 2+00 3+00 4+00 5+00 6+00 6+50TOCEG633.00633.25633.63634.00634.38634.27633.57632.88632.18633.25632.83632.78632.78633.00633.77634.38635.14635.77635.55634.69634.19NATURAL GROUND @ LEFT ROW NATURAL GROUND @ RIGHT ROW NATURAL GROND@ CENTERLINE PROPOSED TOP OF CURB FILL TO BE COMPACTED TO 95% STD PROCTOR DENSITYOR PER GEOTECH RECOMMENDATION PCCR STA:3+43.74634.36 RTPCCR STA:5+10.85632.03 LT & RTPCCR STA:5+21.90631.87 LT & RTNORMAL CROWN POINT TABLE POINT NO. 01 02 03 04 05 06 07 08 09 10 11 12 13 DESCRIPTION PT PC PC PC PC PC PC PC PC PC PC PT PT ALIGNMENT ALLEY F ALLEY F ALLEY F ALLEY F ALLEY F ALLEY F ALLEY F ALLEY F ALLEY F ALLEY F ALLEY F ALLEY F ALLEY F STATION 1+00.33 1+14.72 1+15.32 2+45.62 3+27.30 5+10.85 5+10.85 5+21.90 5+21.90 5+48.48 5+48.48 5+63.48 5+63.48 OFFSET 21.50' RT 6.00' LT 6.00' RT 6.00' RT 6.00' RT 6.00' RT 6.00' LT 6.00' RT 6.00' LT 6.00' RT 6.00' LT 21.00' LT 21.00' RT ELEVATION ??? 633.18 633.24 634.22 634.83 632.28 632.28 632.12 632.12 631.75 631.76 631.36 631.02 CURVE TABLE CURVE C3 C4 RADIUS 52.00' 100.00' LENGTH 81.68' 11.04' CHORD BEARING N57°36'38"W N9°26'50"W CHORD 73.54' 11.04' DELTA 90°00'00" 6°19'36" TANGENT 52.00' 5.53'ALLEY F LINE TABLE LINE L13 L14 L32 LENGTH 195.62 183.55 55.59 BEARING S77°23'21.66"W N12°36'38.34"W N6°17'02.00"W C-211 BYDATEREVISIONSNo.DATESHEET NUMBER CHECKED BY:SCALE:DESIGNED BY:DRAWN BY:KHA PROJECT10/6/22 PHONE: 972-770-1300 FAX: 972-239-3820WWW.KIMLEY-HORN.COM TX F-928© 2021 KIMLEY-HORN AND ASSOCIATES, INC. LAST SAVED 10/6/2022 10:35 AMPLOTTED BY GINDT, DYLAN 10/6/2022 11:06 AMDWG PATH K:\DAL_Civil\064514100-Carillon\CAD\Single Family\PlanSheetsDWG NAME C-Paving.dwg , [ ALLEY F ]IMAGESXREFS xBrdr (22x34) : xSingleFamily : xbndy : xexbase : xexutil : xUtil : xHatch-SF : xLabel : xRoad-SF : xHardscape-SF : xEsmt-Commerical : xStrm-Commerical : xUtil-Commerical : oCorr-SF : xStrm-SF13455 NOEL ROAD, TWO GALLERIA OFFICE TOWER,SUITE 700, DALLAS, TX 75240AS NOTEDJWHMTRJWHEngineer P.E. No.Date Not for construction or permit purposes.FOR REVIEW ONLY 10/6/2022124909 JOSEPH HORNISHER SE N. WHITE CHAPEL BLVD & E. KIRKWOODBLVD CITY OF SOUTHLAKE, TEXAS CARILLON PARCPREPARED FORHCCP PROPERTY PARTNERS064514100BENCHMARKS ELEVATIONS BASED ON NORTH AMERICANVERTICAL DATUM 1988 BM#1 SQUARE WITH "X" CUT SET ON CONCRETECURB INLET, WEST SIDE OF TURN LANE MEDIAN, AT THE SOUTHEAST INTERSECTION OF STATEHIGHWAY 114 AND WHITE CHAPEL BOULEVARD.ELEV=638.47 BM#2 SQUARE WITH "X" CUT SET ON CONCRETE,EAST END OF CENTERLINE MEDIAN ALONG EAST KIRKLAND BOULEVARD, ±50 FEET WEST OF THE CENTERLINE INTERSECTION OF EAST KIRKLANDBOULEVARD AND RIVIERA DRIVE.ELEV=627.01 BM#3 SQUARE WITH "X" CUT SET ON CONCRETECURB INLET, NORTH SIDE OF STATE HIGHWAY 114, ±1435 FEET SOUTHEAST OF THE CENTERLINEINTERSECTION OF STATE HIGHWAY 114 ANDWHITE CHAPEL BOULEVARD. ELEV=622.41 PAVING PLAN ANDPROFILE ALLEY FPROPERTY LINE 28' B-B SECTION FORCOLLECTION PAVEMENT 12' B-B SECTION FORRESIDENTIAL PAVEMENT SIDEWALK RETAINING WALL SCREENING FENCE LEGEND KEY MAP (NOT TO SCALE) STREET B STREET D STREET ASTREET EALLEY C ALLEY DALLEY FALLEY B ALLEY A ALLEY E STREET CSTREET ASCALE 1" = 40' 1. ALL CURBS AT PROPOSED DRIVEWAY LOCATIONS ARE TO BENON-REINFORCED2. SEE PAVING DETAILS SHEET FOR TYPICAL SECTION DETAIL 3. SIDEWALKS TO BE CONSTRUCTED BY BUILDER PAVING NOTES 1" = 40' HORIZONTAL1" = 4' VERTICAL PROFILE SCALE ALLEY F SECTIONNORTH ROW 20.0E-E 12.0STREET E(SEE SHEET C-205) //TP: 641.17 TP: 641.76 TP: 641.73 GUT: 641.18 TP: 641.17 TP: 641.75 TP: 641.56 GUT: 641.06 GUT: 641.28 GUT: 640.92 GUT: 641.51 TP: 636.09 TP: 635.50 TP: 636.06 TP: 635.50 TP: 636.09 GUT: 635.84 GUT: 635.25 GUT: 635.55 TC: 641.05 TC: 641.92TC: 642.30 TP: 641.44 TP: 641.37 TP: 642.25 TP: 642.19 TC: 641.55 GUT: 641.24 GUT: 641.43 GUT: 641.65 GUT: 641.05 GUT: 641.92 TP: 642.03 TP: 641.94 14 TC: 632.00 TC: 632.91 TC: 632.13 TP: 632.96 TP: 633.06 TP: 632.85 TC: 632.44 GUT: 632.75 GUT: 632.42 GUT: 632.96 TP: 633.16 GUT: 633.33//////////// /// ////////////1 GUT: 645.51 TC: 645.46 TC: 645.46 TC: 645.99 TC: 646.02 TC: 646.05 GUT: 645.38 GUT: 645.61 GUT: 645.21 GUT: 645.80 TP: 644.14 GUT: 644.21 TP: 644.95 TP: 644.89 TP: 644.51 TP: 643.86 TC: 643.84 TC: 643.34 TC: 643.67 TC: 643.67 GUT: 643.34 GUT: 643.67 GUT: 644.01 TP: 644.66 GUT: 643.77 5 TC: 634.22 TC: 634.83 TC: 635.01 TC: 634.83 TC: 634.22 GUT: 634.27 GUT: 634.15 GUT: 634.40 GUT: 633.97 GUT: 634.58 C-212 BYDATEREVISIONSNo.DATESHEET NUMBER CHECKED BY:SCALE:DESIGNED BY:DRAWN BY:KHA PROJECT10/6/22 PHONE: 972-770-1300 FAX: 972-239-3820WWW.KIMLEY-HORN.COM TX F-928© 2021 KIMLEY-HORN AND ASSOCIATES, INC. LAST SAVED 10/6/2022 10:35 AMPLOTTED BY GINDT, DYLAN 10/6/2022 11:07 AMDWG PATH K:\DAL_Civil\064514100-Carillon\CAD\Single Family\PlanSheetsDWG NAME C-Paving.dwg , [ BLOWUP DETAILS ]IMAGESXREFS xBrdr (22x34) : xSingleFamily : xbndy : xexbase : xexutil : xUtil : xHatch-SF : xLabel : xRoad-SF : xHardscape-SF : xEsmt-Commerical : xStrm-Commerical : xUtil-Commerical : oCorr-SF : xStrm-SF13455 NOEL ROAD, TWO GALLERIA OFFICE TOWER,SUITE 700, DALLAS, TX 75240AS NOTEDJWHMTRJWHEngineer P.E. No.Date Not for construction or permit purposes.FOR REVIEW ONLY 10/6/2022124909 JOSEPH HORNISHER SE N. WHITE CHAPEL BLVD & E. KIRKWOODBLVD CITY OF SOUTHLAKE, TEXAS CARILLON PARCPREPARED FORHCCP PROPERTY PARTNERS064514100BENCHMARKS ELEVATIONS BASED ON NORTH AMERICANVERTICAL DATUM 1988 BM#1 SQUARE WITH "X" CUT SET ON CONCRETECURB INLET, WEST SIDE OF TURN LANE MEDIAN, AT THE SOUTHEAST INTERSECTION OF STATEHIGHWAY 114 AND WHITE CHAPEL BOULEVARD.ELEV=638.47 BM#2 SQUARE WITH "X" CUT SET ON CONCRETE,EAST END OF CENTERLINE MEDIAN ALONG EAST KIRKLAND BOULEVARD, ±50 FEET WEST OF THE CENTERLINE INTERSECTION OF EAST KIRKLANDBOULEVARD AND RIVIERA DRIVE.ELEV=627.01 BM#3 SQUARE WITH "X" CUT SET ON CONCRETECURB INLET, NORTH SIDE OF STATE HIGHWAY 114, ±1435 FEET SOUTHEAST OF THE CENTERLINEINTERSECTION OF STATE HIGHWAY 114 ANDWHITE CHAPEL BOULEVARD. ELEV=622.41 PAVINGINTERSECTIONDETAILS1. ALL CURBS AT PROPOSED DRIVEWAY LOCATIONS ARE TO BENON-REINFORCED2. SEE PAVING DETAILS SHEET FOR TYPICAL SECTION DETAIL 3. SIDEWALKS TO BE CONSTRUCTED BY BUILDER PAVING NOTES INTERSECTION DETAIL STREET E-1 INTERSECTION DETAIL ALLEY A-1 INTERSECTION DETAIL ALLEY A-2 INTERSECTION DETAIL STREET B-1 INTERSECTION DETAIL STREET D-1 INTERSECTION DETAIL ALLEY C-1 INTERSECTION DETAIL STREET F-1 SCALE 1" = 20' SCALE 1" = 20'SCALE 1" = 20' SCALE 1" = 20'SCALE 1" = 20' SCALE 1" = 20' SCALE 1" = 20' NORTH NORTH NORTH NORTH NORTH NORTH NORTH 38 21 14 54 46 0509 04 03 06 39 33 30 31 35 25 29 34 36 32 24 22 49 47 48 50 51 52 53 16 13 11 12 10 07 08 01 02 17 27 44 26 15 28 45 19 37 2023 43 42 18 41 40 58 57 56 55 60 59 63 62 61 68 67 69 65 64 6614.113.617 . 9 1 7 . 5 15.1 15.4R32.0'R18.0'V.G. 0.74%V.G. 0.77%B B A A 73 71 70 72 POINT TABLE POINT NO. 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 DESCRIPTION CURB PC (TC) CURB PC (TC) RADIUS PT (PG) RADIUS PT (PG) CURB PC (TC) RADIUS PT (PG) CURB PC (TC) CURB PC (TC) RADIUS PT (PG) CURB PC (TC) CURB PC (TC) CURB PC (TC) CURB PC (TC) CURB PC (TC) GUTTER (TP) CURB PT (TC) CURB PT (TC) GUTTER (TP) GUTTER (TP) CURB PT (TC) CURB PT (TC) CURB PC (TC) CURB PC (TC) CURB PC (TC) CURB PC (TC) GUTTER (TP) GUTTER (TP) RADIUS PT (PG) CURB PC (TC) CURB PC (TC) ALIGNMENT STREET A STREET A STREET A STREET A STREET A STREET A STREET A STREET A STREET A STREET A STREET A STREET A STREET A STREET A STREET A STREET A STREET A STREET A STREET A STREET A STREET A STREET A STREET A STREET A STREET A STREET A STREET A STREET A STREET A STREET A STATION 4+98.29 5+01.11 5+14.32 5+19.09 5+19.20 5+23.05 5+28.32 5+28.33 5+33.14 5+47.43 5+48.93 5+50.88 5+52.07 5+66.08 5+68.68 5+69.09 5+69.77 5+76.65 5+79.52 5+84.41 5+86.22 5+88.54 5+90.02 5+90.58 5+95.79 5+96.87 5+99.41 6+00.68 6+00.89 6+01.55 OFFSET 14.00' LT 14.00' RT 14.35' RT 16.86' LT 14.69' RT 15.10' RT 2.17' LT 2.76' RT 21.17' LT 6.81' LT 8.72' RT 4.51' LT 5.83' RT 35.39' RT 0.00' 62.54' RT 45.71' LT 21.13' LT 24.00' RT 70.41' LT 58.17' RT 52.08' LT 78.68' LT 48.97' LT 62.40' LT 31.77' RT 31.97' LT 0.00' 58.82' LT 70.58' LT ELEVATION 631.95 631.98 632.59 632.13 632.13 632.16 632.51 632.51 632.25 632.78 632.66 632.86 632.77 632.69 633.20 633.25 632.61 633.20 633.11 633.43 632.90 632.79 633.21 632.86 632.93 633.06 633.20 634.31 632.98 633.05 POINT TABLE POINT NO. 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 DESCRIPTION CURB PC (TC) CURB PC (TC) CURB PC (TC) CURB PC (TC) CURB PC (TC) CURB PC (TC) CURB PC (TC) CURB PC (TC) CURB PC (TC) GUTTER (TP) GUTTER (TP) CURB PC (TC) CURB PC (TC) GUTTER (TP) CURB PT (TC) CURB PC (TC) CURB PC (TC) CURB PC (TC) CURB PC (TC) CURB PC (TC) CURB PC (TC) CURB PC (TC) CURB PC (TC) CURB PC (TC) GUTTER (TP) GUTTER (TP) GUTTER (TP) GUTTER (TP) GUTTER (TP) GUTTER (TP) ALIGNMENT STREET A STREET A STREET A STREET A STREET A STREET A STREET A STREET A STREET A STREET A STREET A STREET A STREET A STREET A STREET A STREET A STREET A STREET A STREET A STREET A STREET A STREET A STREET A ALLEY B STREET A STREET A STREET A STREET A STREET A STREET A STATION 6+04.67 6+06.76 6+07.31 6+08.39 6+08.83 6+08.98 6+10.28 6+10.72 6+10.82 6+21.83 6+24.70 6+25.81 6+26.90 6+32.68 6+35.16 6+36.83 6+49.43 6+50.61 6+52.59 6+54.06 6+68.59 6+68.62 6+99.04 7+98.40 6+22.00 5+56.38 5+55.45 5+87.07 6+48.64 6+41.12 OFFSET 68.39' LT 49.63' LT 78.55' LT 57.78' LT 67.81' LT 51.92' LT 104.54' LT 78.35' LT 76.76' LT 24.01' LT 21.14' RT 65.45' LT 55.20' LT 0.00' 91.17' LT 34.65' RT 4.63' LT 3.88' RT 7.54' LT 6.06' RT 2.29' RT 2.62' LT 11.83' RT 216.18' LT 44.92' LT 19.60' LT 17.45' RT 47.56' RT 19.45' RT 26.20' LT ELEVATION 633.08 633.00 633.16 632.90 633.04 632.82 633.42 633.15 633.24 632.90 632.65 633.13 632.96 632.57 633.50 632.30 632.33 632.26 632.27 632.22 632.05 632.08 631.71 632.69 632.69 632.77 632.68 632.80 632.24 632.46 POINT TABLE POINT NO. 61 62 63 64 65 66 67 68 69 70 71 72 73 DESCRIPTION RADIUS PT (PG) RADIUS PT (PG) RADIUS PT (PG) RADIUS PT (PG) RADIUS PT (PG) RADIUS PT (PG) RADIUS PT (PG) RADIUS PT (PG) RADIUS PT (PG) RADIUS PT (PG) RADIUS PT (PG) RADIUS PT (PG) RADIUS PT (PG) ALIGNMENT STREET A STREET A STREET A STREET A STREET A STREET A STREET A STREET A STREET A STREET A STREET A STREET A STREET A STATION 6+51.75 6+53.20 6+68.12 5+48.27 5+49.77 5+28.74 5+90.17 6+07.00 6+08.91 5+82.68 6+00.77 6+18.68 5+99.95 OFFSET 5.20' LT 3.70' RT 0.17' LT 4.44' LT 6.39' RT 0.30' RT 50.93' LT 51.61' LT 77.35' LT 0.00' 18.00' RT 0.01' LT 17.98' LT ELEVATION 632.67 632.59 632.49 633.18 633.09 632.93 633.22 633.30 633.65 633.80 633.66 633.18 633.81 C-213 BYDATEREVISIONSNo.DATESHEET NUMBER CHECKED BY:SCALE:DESIGNED BY:DRAWN BY:KHA PROJECT10/6/22 PHONE: 972-770-1300 FAX: 972-239-3820WWW.KIMLEY-HORN.COM TX F-928© 2021 KIMLEY-HORN AND ASSOCIATES, INC. LAST SAVED 10/4/2022 8:37 AMPLOTTED BY GINDT, DYLAN 10/6/2022 11:08 AMDWG PATH K:\DAL_Civil\064514100-Carillon\CAD\Single Family\PlanSheetsDWG NAME C-Paving-Roundabout.dwg , [ BLOWUP DETAILS ]IMAGESXREFS xBrdr (22x34) : xSingleFamily : xbndy : xConcept : xexbase : xexutil : xUtil : xHatch-SF : xLabel : xRoad-SF : xHardscape-SF : xEsmt-Commerical : xStrm-Commerical : xUtil-Commerical : oCorr-SF13455 NOEL ROAD, TWO GALLERIA OFFICE TOWER,SUITE 700, DALLAS, TX 75240AS NOTEDJWHMTRJWHEngineer P.E. No.Date Not for construction or permit purposes.FOR REVIEW ONLY 10/6/2022124909 JOSEPH HORNISHER SE N. WHITE CHAPEL BLVD & E. KIRKWOODBLVD CITY OF SOUTHLAKE, TEXAS CARILLON PARCPREPARED FORHCCP PROPERTY PARTNERS064514100BENCHMARKS ELEVATIONS BASED ON NORTH AMERICANVERTICAL DATUM 1988 BM#1 SQUARE WITH "X" CUT SET ON CONCRETECURB INLET, WEST SIDE OF TURN LANE MEDIAN, AT THE SOUTHEAST INTERSECTION OF STATEHIGHWAY 114 AND WHITE CHAPEL BOULEVARD.ELEV=638.47 BM#2 SQUARE WITH "X" CUT SET ON CONCRETE,EAST END OF CENTERLINE MEDIAN ALONG EAST KIRKLAND BOULEVARD, ±50 FEET WEST OF THE CENTERLINE INTERSECTION OF EAST KIRKLANDBOULEVARD AND RIVIERA DRIVE.ELEV=627.01 BM#3 SQUARE WITH "X" CUT SET ON CONCRETECURB INLET, NORTH SIDE OF STATE HIGHWAY 114, ±1435 FEET SOUTHEAST OF THE CENTERLINEINTERSECTION OF STATE HIGHWAY 114 ANDWHITE CHAPEL BOULEVARD. ELEV=622.41 PAVINGROUNDABOUTDETAILSINTERSECTION DETAIL ROUNDABOUT ASCALE 1" = 20 12.9 17.31 6 . 7 61.5' RIGHT-OF-WAY 11.5'18' B-B18' TO CENTER 2%1% 2% 1' TYP TYPICAL ROUNDABOUT SECTION B-B NTS 3" MOUNTABLE CURB(SEE DETAIL) 5' SIDEWALK 1' TYP MIN. 6" THICK LIME OR CEMENT STABILIZEDSUBGRADE. STABILIZATION TYPE AND APPLICATIONRATE PER GEOTECH REPORT. 7" OR 6" THICK, 4000 PSI REINFORCED CONCRETE PAVEMENT.REINFORCING SHALL BE #3 BARS AT 24" O.C.E.W. REFER TO C-17FOR 7" PAVEMENT SECTION LOCATIONS. ℄ ROUNDABOUT DOMED ISLAND 6" CURB TYP 14' 18' B-B VARIES 14'18' TO CENTER 2% TYPICAL ROUNDABOUT SECTION A-A NTS ℄ROUNDABOUT STAMPED CONCRETE 8.5' SPLITTERISLAND 10.5' SPLITTERISLAND REFER TO SHEET C-216 FOR PAVEMENT DETAILS VARIES VARIES VARIES 5" MOUNTABLE CURB 10' CROSSWALK 4" MOUNTABLE CURB 18.0STREET A(SEE SHEET C-201)STREET B(SEE SHEET C-202)ALLEY E(SEE SHEET C-210)STREET A(SEE SHEET C-201) NORTH SSSS642.7 FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FL 18.0'9.0'70.0'R.O.W.24.0'FIRE LANE-0+24 0+00 1+00 2+00 3+00 4+00 5+00 1+002+002+85STA: 1+00.00 COMMERCIAL ROADSTA: 2+43.25 COMMERCIAL DRIVE N:7037003.6721E:2382737.7205 R =30.0'R=30.0'R =25.0'R= 2 5.0'L2L3 C1C2 L14.0'12.0' 40.0' FIRE LANE BEGIN CONCRETE PAVINGCONNECT TO EX. PAVEMENT MATCH EX. PAVEMENT ELEVATION 24.0'R=3 0.0' STREET F18.0'18.0'5.0'5.0'FUTUREBUILDINGFUTUREBUILDINGCONTRACTOR TO COORDINATEWITH OWNER PRIOR TO CONSTRUCTION OF BEYONDIMPROVEMENTS 1+002+00625 630 635 640 645 650 655 660 644.80644.76644.01643.26642.51641.86641.36640.86640.36639.86639.36638.86638.36637.86637.36636.86636.36TOCEG646.36644.48643.68643.21642.78642.14641.54641.05640.63640.15639.74639.21638.40638.27638.60638.92639.10639.13638.76LINE TABLE LINE L1 L2 L3 L4 L5 LENGTH 89.76 156.21 353.33 163.96 147.60 BEARING N89°16'53.57"E S85°43'06.43"E S0°18'41.00"E S66°03'21.00"E N23°56'39.00"E CURVE TABLE CURVE C1 C2 RADIUS 100.00' 400.00' LENGTH 8.73' 458.98' CHORD BEARING S88°13'06"E S33°11'01"E CHORD 8.72' 434.21' DELTA 5°00'00" 65°44'40" TANGENT 4.37' 258.50' F L FL FL FL FL FL FL FL FL FL FL FL FL FLFLFLFL FL FL FL F L FL FL FL FL FL FL FL FL FL FL FL FL FLFLFLFL FL FL FL 9+52 5+ 0 0 6+00 7+00 8+00 9+00 1+981+00STA: 9+01.91 COMMERCIAL ROADSTA: 1+84.70 COMMERCIAL DRIVE 2N:7036365.0547 E:2383080.7716R=30.0'R=3 0.0 ' R =30.0'R=30.0' L4 L552.0' 10'12.0'30'FIRE LANE BEGIN CONCRETE PAVINGCONNECT TO EX. PAVEMENT MATCH EX. PAVEMENT ELEVATION STATE HIGHWAY 114 (A VARIABLE WIDTH RIGHT-OF-WAY) R =3 0 .0 'FU T U R E BU I L D I N G REFER TO TXDOT FOR IMPROVEMENTS CONTRACTOR TO COORDINATE WITHOWNER PRIOR TO CONSTRUCTIONOF IMPROVEMENTS BEYOND 6+065+006+00BYDATEREVISIONSNo.DATESHEET NUMBER CHECKED BY:SCALE:DESIGNED BY:DRAWN BY:KHA PROJECT10/6/22 PHONE: 972-770-1300 FAX: 972-239-3820WWW.KIMLEY-HORN.COM TX F-928© 2021 KIMLEY-HORN AND ASSOCIATES, INC. LAST SAVED 10/6/2022 10:14 AMPLOTTED BY GINDT, DYLAN 10/6/2022 11:08 AMDWG PATH K:\DAL_Civil\064514100-Carillon\CAD\Commercial\PlanSheetsDWG NAME C-Paving-Commerical.dwg , [ PAVING PLAN COMMERCIAL ROAD ]IMAGESXREFS xbndy : xexutil : xBrdr (22x34)-Commerical : xSingleFamily : xUtil-SF : xUtil-Commerical : xLabel : xHatch-SF : xEsmt-Commerical : xHardscape-SF : xBase-Commerical : xPave-WC : oCorr-SF : xStrm-SF : xExTrees-Survey13455 NOEL ROAD, TWO GALLERIA OFFICE TOWER,SUITE 700, DALLAS, TX 75240AS NOTEDJWHMTRJWHEngineer P.E. No.Date Not for construction or permit purposes.FOR REVIEW ONLY 10/6/2022124909 JOSEPH HORNISHER SE N. WHITE CHAPEL BLVD & E. KIRKWOODBLVD CITY OF SOUTHLAKE, TEXASCARILLON PARCPREPARED FORHCCP PROPERTY PARTNERS064514100C-214PAVING PLAN ANDPROFILE STREET F1. REFER TO SHEET C-002 FOR PUBLIC NOTES. 2. FOR PAVEMENT THICKNESS REFER to GEOTECHNICAL REPORT. 3. SLEEVING AND CONDUIT BENEATH PROPOSED PAVEMENT MAY BENECESSARY FOR PROPOSED UNDERGROUND UTILITIES. REF TOIRRIGATION PLAN AND ELECTRICAL/LIGHTING PLAN FOR FURTHER DETAIL. 4. ALL PUBLIC CONCRETE (INCLUDING ALL FIRELANES, DRIVEWAYS WITHINTHE R.O.W., AND PUBLIC SIDEWALKS) SHALL BE INSTALLED PER CITY STANDARDS. 5. REFER TO 380 AGREEMENT FOR MAINTENANCE. 6. CROSSWALK MARKINGS SHALL BE 4" PAINTED WHITE STRIPE 2' O.C. @45°. 7. CONTRACTOR SHALL REFER TO DIMENSION CONTROL PLAN FORADDITIONAL DETAIL. 8. ALL CURBS TO BE 6" IN HEIGHT UNLESS SPECIFIED OTHERWISE. 9. REFER TO GRADING PLAN FOR EXPOSED FOUNDATIONS, INTERNALWALLS, AND STAIR/STEPS. ALL PAVEMENT AND SUBGRADE SHALLCOMPLY WITH GEOTECHNICAL REPORT RECOMMENDATIONS PAVING NOTESNORTH1" = 40' HORIZONTAL1" = 4' VERTICAL PROFILE SCALE STREET F PROPERTY LINE 28' B-B SECTION FOR COLLECTION PAVEMENT SIDEWALK LEGEND STREET F MATCHLINE A -AMATCHLINE A-ANORTH F L FLKEY MAP (NOT TO SCALE) 12' 12'24' FIRE LANE 6" CURB CONCRETE PAVEMENT 2% VARIES VARIES CL SUBGRADE 2% PAVEMENT CROSS SECTION SS642.7FL FL FL FL FL FLFLFL FL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FL FLFLFL FL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFL24.0' FIRELANE1+00 2+00 3+00 6+00 7+002+85R =3 0 .0'R= 3 0.0' L3 R=30.0'R=30.0' STREET G FUTURE BUILDING FUTURE BUILDING FUTURE BUILDING 24.0'18.0'18.0'5.0'5.0'9.0' CONTRACTOR TO COORDINATESTREET G IMPROVEMENTS WITH OWNER 6+061+002+003+00 4+00 5+ 0 0 6+00C3 625 630 635 640 645 650 655 660 665 PVI STA:3+84.69 PVI ELEV:649.00AD:7.08%K:28.24 200.00' VC BVCS: 2+84.69BVCE: 647.00EVCS: 4+84.69EVCE: 643.92HIGH POINT ELEV: 647.57HIGH POINT STA: 3+41.18 644.48645.31646.31647.27647.55646.96645.47643.14640.60TOCEG645.04645.86646.90647.14646.27644.39643.34641.76640.30639.35639.26STREET G CURVE TABLE CURVE C3 RADIUS 200.00' LENGTH 506.41' CHORD BEARING S13°27'34"E CHORD 381.57' DELTA 145°04'33" TANGENT 635.78'BYDATEREVISIONSNo.DATESHEET NUMBER CHECKED BY:SCALE:DESIGNED BY:DRAWN BY:KHA PROJECT10/6/22 PHONE: 972-770-1300 FAX: 972-239-3820WWW.KIMLEY-HORN.COM TX F-928© 2021 KIMLEY-HORN AND ASSOCIATES, INC. LAST SAVED 10/6/2022 10:14 AMPLOTTED BY GINDT, DYLAN 10/6/2022 11:08 AMDWG PATH K:\DAL_Civil\064514100-Carillon\CAD\Commercial\PlanSheetsDWG NAME C-Paving-Commerical.dwg , [ PAVING PLAN COMMERCIAL ROAD (2) ]IMAGESXREFS xbndy : xexutil : xBrdr (22x34)-Commerical : xSingleFamily : xUtil-SF : xUtil-Commerical : xLabel : xHatch-SF : xEsmt-Commerical : xHardscape-SF : xBase-Commerical : xPave-WC : oCorr-SF : xStrm-SF : xExTrees-Survey13455 NOEL ROAD, TWO GALLERIA OFFICE TOWER,SUITE 700, DALLAS, TX 75240AS NOTEDJWHMTRJWHEngineer P.E. No.Date Not for construction or permit purposes.FOR REVIEW ONLY 10/6/2022124909 JOSEPH HORNISHER SE N. WHITE CHAPEL BLVD & E. KIRKWOODBLVD CITY OF SOUTHLAKE, TEXASCARILLON PARCPREPARED FORHCCP PROPERTY PARTNERS064514100C-215PAVING PLAN ANDPROFILE STREET G1" = 40' HORIZONTAL1" = 4' VERTICAL PROFILE SCALE STREET G 1. REFER TO SHEET C-002 FOR PUBLIC NOTES. 2. FOR PAVEMENT THICKNESS REFER to GEOTECHNICAL REPORT. 3. SLEEVING AND CONDUIT BENEATH PROPOSED PAVEMENT MAY BENECESSARY FOR PROPOSED UNDERGROUND UTILITIES. REF TOIRRIGATION PLAN AND ELECTRICAL/LIGHTING PLAN FOR FURTHER DETAIL. 4. ALL PUBLIC CONCRETE (INCLUDING ALL FIRELANES, DRIVEWAYS WITHINTHE R.O.W., AND PUBLIC SIDEWALKS) SHALL BE INSTALLED PER CITY STANDARDS. 5. REFER TO 380 AGREEMENT FOR MAINTENANCE. 6. CROSSWALK MARKINGS SHALL BE 4" PAINTED WHITE STRIPE 2' O.C. @45°. 7. CONTRACTOR SHALL REFER TO DIMENSION CONTROL PLAN FORADDITIONAL DETAIL. 8. ALL CURBS TO BE 6" IN HEIGHT UNLESS SPECIFIED OTHERWISE. 9. REFER TO GRADING PLAN FOR EXPOSED FOUNDATIONS, INTERNAL WALLS, AND STAIR/STEPS. ALL PAVEMENT AND SUBGRADE SHALLCOMPLY WITH GEOTECHNICAL REPORT RECOMMENDATIONS PAVING NOTES PROPERTY LINE 28' B-B SECTION FOR COLLECTION PAVEMENT SIDEWALK LEGEND F L FLKEY MAP (NOT TO SCALE)NORTH BY DATE REVISIONSNo.DATESHEET NUMBERCHECKED BY: SCALE: DESIGNED BY: DRAWN BY: KHA PROJECT 10/6/22 PHONE: 972-770-1300 FAX: 972-239-3820 WWW.KIMLEY-HORN.COM TX F-928 © 2021 KIMLEY-HORN AND ASSOCIATES, INC. LAST SAVED 10/6/2022 6:57 AMPLOTTED BY GINDT, DYLAN 10/6/2022 10:44 AMDWG PATH K:\DAL_Civil\064514100-Carillon\CAD\Single Family\PlanSheetsDWG NAME C-City Detalis.dwg , [ PAVING DETAILS ]IMAGESXREFS xBrdr (22x34) 13455 NOEL ROAD, TWO GALLERIA OFFICE TOWER,SUITE 700, DALLAS, TX 75240 AS NOTED JWH MTR JWH EngineerP.E. No.DateNot for construction or permit purposes.FOR REVIEW ONLY10/6/2022124909JOSEPH HORNISHERSE N. WHITE CHAPEL BLVD & E. KIRKWOOD BLVD CITY OF SOUTHLAKE, TEXAS CARILLON PARC PREPARED FOR HCCP PROPERTY PARTNERS 064514100 C-216PAVING DETAILS SSSSSSSS8"SS8"SS8"SS8"SS8"SS8"SS8"SS8"SS SGTTWWFGGFG12"W12"W12"W12"W8"W20"W 20"W 8"SS8"SS20"W 20"W 20"W 20"W 20"W 20"W20"W20"W SGTTWWFGGFG12"W12"W12"W12"W8"W20"W 20"W 8"SS8"SS20"W 20"W 20"W 20"W 20"W 20"W20"W20"W /////////////////////////////6206 5 10107354289122524232221161918171245117891013 9 8 7 6 2 4 1 3311141512BLOCK AXBLOCK BBLOCK BBLOCK C12X 11 1213 132715XXX261BLOCK A 14XOPEN SPACECITY OF SOUTHLAKEZONING: ECZFLUM: MIXED USEE. KIRKWOODBOULEVARD(A VARIABLE WIDTH RIGHT-OF-WAY)WHITE CHAPEL BOULEVARD (A VARIABLE WIDTH RIGHT-OF-WAY) ST. TROPEZ 6.0' UE 6 3 5 6 4 0 6 3 4 6 3 6 6 3 7 6 3 8 6 3 9 641 635 635635640636 636636 63 7638639641641641642 642642 643 644 63 5640636 6 3 7638639641642643644 640 640 640 640640 645 636636 636637637637 637637638638638 638638639 639639 641 641641 642 642 642 642 642643644 640 640 640 645 637637638 639 639639 641 641641 642 642 642 643 644 644 644 646646 646 646 ALLEYCSTREET D(A 51' RIGHT-OF-WAY)STREET C (A 51' RIGHT-OF-WAY)ALLEYBSTREET B(A 51' RIGHT-OF-WAY)ALLEYASTREET A (A 51' RIGHT-OF-WAY ) FP 642.4 FP 642.3 FP 641.6 FP 640.9 FP 640.2 FP 639.5 FP 638.8 FP 638.4 FP 638.0 FP 637.9 FP 643.3 FP 642.6 FP 641.9 FP 641.2 FP 640.5 FP 639.8 FP 639.1 FP 638.4 FP 637.7 FP 637.0 FP 636.3 FP 644.9 FP 644.2 FP 643.5 FP 642.8 FP 642.1 FP 641.4 FP 640.7 FP 640.0 FP 639.3 FP 638.6 FP 637.9 FP 637.2 FP 636.5 FP 635.6 FP 634.7 FP 646.3 FP 646.3 FP 645.6 FP 644.9 FP 644.2 FP 643.5 FP 642.8 FP 642.1 FP 641.4 FP 640.7 FP 640.0 FP 639.3 FP 638.6 640.9641.2641.9641.7 640.2640.5 641.2 641.0 639.5639.8640.5640.2 638.9639.1639.9639.5 638.2638.4639.2 FP 636.1 638.8 637.5637.7638.5638.1 637.5 638.1 637.3 637.0 636.7636.9 637.7 636.8 636.2 637.4 636.6 636.3 641.2641.5642.3642.0 641.3 641.6 640.8 640.5 639.8640.1640.9640.6 639.1639.4 640.2 639.9 638.3638.7639.5639.2 638.0 637.6638.8638.5 637.8 638.1 637.3 636.9 636.2636.6637.4637.1 635.5635.9636.7636.4 634.8635.2636.0635.7 634.1 633.5 634.9 634.1 635.3 634.5 633.8 634.6 643.1 642.0643.9643.8 641.3642.4643.2643.1 640.6641.7642.5642.4 639.9641.0641.8641.7 639.2640.3 641.1 641.0 638.5639.6640.4640.3 638.9 637.8639.7639.6 637.1638.2639.0638.9 636.4637.5638.3638.1 635.7636.8637.6637.4 635.0636.1636.9636.7 634.3635.4636.2635.9 644.2645.2646.0645.8 643.5 644.5 645.3645.1 642.8643.8644.6644.4 642.1643.1643.9643.7 641.4642.4643.2643.0 640.7641.7642.5642.2 639.9641.0641.8641.5 639.2640.3641.1640.8 638.5 639.6 640.4640.1 637.8638.9639.7639.4 637.1638.2639.0638.7 636.4637.5638.3637.4 635.8636.2 637.0635.5 633.2 633.0 633.1 633.0 632.9 633.0 632.9 632.8 632.9 633.5 632.5 632.1 632.1 632.3 632.3 632.2632.3 632.6 631.7 632.3 633.2 632.8 633.0PROP. RETAINING WALL634.1 639.2 637.4637.4 643 642 641 640 639 638 637 635 634 636 633 632SS8"SS8"SS8"SSSGTTW8"SSSGTTW8"SS10121617111311141512BLOCK A 11 121325 14X6 3 5 6 3 4 635 635635636 636636 63 5 636 6 3 7 636636 636637 640 640 640 637637638 639 639639 STREET A (A 51' RIGHT-OF-WAY ) FP 637.0 FP 636.3 FP 638.6 FP 637.9 FP 637.2 FP 636.5 FP 635.6 FP 634.7 FP 640.0 FP 639.3 FP 638.6 FP 637.3 FP 636.1 634.8635.2636.0635.7 634.1 633.5 634.9 634.1 635.3 634.5 633.8 634.6 635.7636.8637.6637.4 635.0636.1636.9636.7 634.3635.4636.2635.9 637.8638.9639.7639.4 637.1638.2639.0638.7 636.4637.5638.3637.4 635.8636.2 637.0635.5 633.2 633.0 633.1 633.0 632.9 633.0 632.9 632.8 632.9 633.5 632.5 632.1 632.1 632.3 632.3 632.2632.3 632.8 632.6 631.7 632.3 633.2 632.8 633.0 634.1 633.3 632 C-300 BYDATEREVISIONSNo.DATESHEET NUMBER CHECKED BY:SCALE:DESIGNED BY:DRAWN BY:KHA PROJECT10/6/22 PHONE: 972-770-1300 FAX: 972-239-3820WWW.KIMLEY-HORN.COM TX F-928© 2021 KIMLEY-HORN AND ASSOCIATES, INC. LAST SAVED 10/4/2022 2:49 PMPLOTTED BY GINDT, DYLAN 10/6/2022 10:39 AMDWG PATH K:\DAL_Civil\064514100-Carillon\CAD\Single Family\PlanSheetsDWG NAME C-Grading Plan-SF.dwg , [ GRADING PLAN (1 OF 2) ]IMAGESXREFS xBrdr (22x34) : xSingleFamily : xbndy : xexbase : xexutil : xLabel : xRoad-SF : xDedication : xHardscape-SF : xPave-WC : xStrm-SF : xUtil-SF13455 NOEL ROAD, TWO GALLERIA OFFICE TOWER,SUITE 700, DALLAS, TX 75240AS NOTEDJWHMTRJWHEngineer P.E. No.Date Not for construction or permit purposes.FOR REVIEW ONLY 10/6/2022124909 JOSEPH HORNISHER SE N. WHITE CHAPEL BLVD & E. KIRKWOODBLVD CITY OF SOUTHLAKE, TEXAS CARILLON PARCPREPARED FORHCCP PROPERTY PARTNERS064514100BENCHMARKS ELEVATIONS BASED ON NORTH AMERICANVERTICAL DATUM 1988 BM#1 SQUARE WITH "X" CUT SET ON CONCRETECURB INLET, WEST SIDE OF TURN LANE MEDIAN, AT THE SOUTHEAST INTERSECTION OF STATEHIGHWAY 114 AND WHITE CHAPEL BOULEVARD.ELEV=638.47 BM#2 SQUARE WITH "X" CUT SET ON CONCRETE,EAST END OF CENTERLINE MEDIAN ALONG EAST KIRKLAND BOULEVARD, ±50 FEET WEST OF THE CENTERLINE INTERSECTION OF EAST KIRKLANDBOULEVARD AND RIVIERA DRIVE.ELEV=627.01 BM#3 SQUARE WITH "X" CUT SET ON CONCRETECURB INLET, NORTH SIDE OF STATE HIGHWAY 114, ±1435 FEET SOUTHEAST OF THE CENTERLINEINTERSECTION OF STATE HIGHWAY 114 ANDWHITE CHAPEL BOULEVARD. ELEV=622.41 GRADING PLAN(1 OF 2)PROPERTY LINE PROPOSED FINISHED PAD ELEVATION PROPOSED SPOT ELEVATION EXISTING SPOT ELEVATION PROPOSED TOP OF WALL ELEVATION PROPOSED BOTTOM OF WALL ELEVATION PROPOSED END WALL ELEVATION PROPOSED REAR YARD SWALE LOT DRAINAGE FLOW DIRECTION STREET DRAINAGE FLOW DIRECTION PROPOSED RETAINING WALL EXPOSED FACE OF RETAINING WALL INDICATES SIDE OF LOT WHERE DRIVEWAY MUST BE LOCATED DUE TO GRADEDIFFERENTIAL OR CONFLICT EXPOSED BEAM REQUIRED PROPOSED CONTOUR EXISTING CONTOUR EXISTING TREE TO REMAIN LEGEND EB FP 675.00 EX 55.5 55.5 * TW 55.5 BW 55.5 EW 55.5 GRADING AT SIDE YARD WALL NTS TYPICAL GRADING CROSS SECTION NTS SIDE SLOPE SIDE SWA L E PROTECTIVE FRONT SLOPEPARKWAY SLOPESTREETREAR SLOPELOT GRADING TYPE A SIDE OFHOUSE DRAINING TO STREET GRADING GENERAL NOTES 1. CONTRACTOR SHALL CUT 5' BEHIND BACK OF CURB TO SUBGRADE ELEVATION. 2. PROPOSED PRIVATE RETAINING WALLS LOCATED ON PRIVATE LOTS TO BEMAINTAINED BY THE PROPERTY OWNER. 3. GLOBAL STABILITY AND STRUCTURAL DESIGN OF RETAINING WALLS PROVIDEDBY OTHERS. 4. THE END ELEVATION CALLS FOR RETAINING WALLS DEPICT GROUNDELEVATION. TOP OF WALL ELEVATIONS ARE TYPICALLY 0.5' ABOVE GROUND. 5. ALL PERIMETER SLOPES TO NATURAL GROUND ARE TO BE 4:1 MAX, UNLESSOTHERWISE NOTED. 6. ALL SIDEWALKS SHALL MAINTAIN A MAXIMUM 2% CROSS SLOPE. 7. PROPOSED CONTOURS SHOWN ARE FOR REFERENCE ONLY. CONTRACTOR TOUSE SPOT ELEVATIONS FOR GRADING CONSTRUCTION.PROTECTIVE REAR SLOPESIDE SLOPE SIDE SW A L E PROTECTIVE FRONT SLOPEPARKWAY SLOPESTREETSIDE SW A L E LOT GRADING TYPE BALLEY MATCH LINE SEE SHEET C-301NORTH SS8"SS8"SS8"SSSGTTW8"SSSGTTW8"SS1012161711101311141512BLOCK AX 11 1213 14X6 3 5 6 3 4 635 635635636 636636 6 3 5 636 6 3 7 636636 636637640 640 640 637637638 639 639639 STREET A (A 51' RIGHT-OF-WAY) FP 637.0 FP 636.3 FP 638.6 FP 637.9 FP 637.2 FP 636.5 FP 635.6 FP 634.7 FP 640.7 FP 640.0 FP 639.3 FP 638.6 FP 636.1 635.5636.7636.4 634.8635.2636.0635.7 634.1 633.5 634.9 634.1 635.3 634.5 633.8 634.6 636.4637.5638.1 635.7636.8637.6637.4 635.0636.1636.9636.7 634.3635.4636.2635.9 637.8638.9639.7639.4 637.1638.2639.0638.7 636.4637.5638.3637.4 635.8636.2 637.0635.5 633.2 633.0 633.1 633.0 632.9 633.0 632.9 632.8 632.9 633.5 632.5 632.1 632.1 632.3 632.3 632.2632.3 632.6 631.7 632.3 633.2 632.8 633.0 634.1 632 SSSSSSSSS8"SS8"SS8"SSSGTTWSDSD8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"SS8"SS8"SS8"SS8"SS8"SS8"SS8"SS8"SS8"SS8"SS8"SS8"SS8"SS8"SS8"SS8"SSSGTTWSDSD8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"SS8"SS8"SS8"SS8"SS8"SS8"SS8"SS8"SS8"SS8"SS8"SS8"SS8"SS8"SS8"SS8"SS718241012161711131213141523222120191716109845611141512BLOCK ABLOCK DBLOCK DBLOCK E 11 1213XXXX1411312625236754122X 14XTODD ATWOODZONING: ECZFLUM: MIXED USEKRISTOPHER LARDISZONING: ECZFLUM: MIXED USEMAY MARTHA LZONING: ECZFLUM: MIXED USEGUTHRIE JACQUELINEZONING: ECZFLUM: MIXED USEMEAD MICHAEL EZONING: ECZFLUM: MIXED USEBRYCE DANIEL LZONING: ECZFLUM: MIXED USEFRANSDENCHRISTOPHER MZONING: ECZFLUM: MIXED USEBENOIT ROBERTZONING: ECZFLUM: MIXED USELEE ERVINGZONING: ECZFLUM: MIXED USEFLURY JANEZONING: ECZFLUM: MIXED USECLARK JAMES CZONING: ECZFLUM: MIXED USEHUSAIN ASIFZONING: ECZFLUM: MIXED USEMARCIANO PAULZONING : ECZFLUM: MIXED USERIVIERA DRIVE(A VARIABLE WIDTH RIGHT-OF-WAY)MONTE CARLO DRIVE(51-FOOT WIDE RIGHT-OF-WAY) 6 3 5 6 3 4 635 635635636 636636 6 3 5 634 636 6 3 7 630630 631631631632632632632 632632633 633 633633 633633 634 634636636 636637640 640 640 636 637 637637638 639 639639 632633634634 630629STREET A (A 51' RIGHT-OF-WAY)ALLEYEALLEYD STREET A (A 51' RIGHT-OF-WAY)STREET E(A 51' RIGHT-OF-WAY) ALLEY F TW 633.2 TW 633.4 TW 633.0 TW 632.7 TW 632.4 TW 632.0 TW 631.6 TW 631.2 TW 630.9 TW 630.6 TW 630.3 628.9 FP 637.0 FP 636.3 FP 638.6 FP 637.9 FP 637.2 FP 636.5 FP 635.6 FP 634.7 FP 640.0 FP 639.3 FP 638.6 FP 637.3 FP 633.5FP 633.5 FP 633.5FP 633.2FP 633.6FP 633.9 FP 634.3FP 634.7 FP 634.7FP 634.7 FP 634.4 FP 631.2 FP 631.5FP 631.9FP 632.2FP 632.5FP 632.8FP 633.2FP 633.5 FP 633.8FP 633.8 FP 633.8FP 633.5 FP 634.1 FP 634.8 FP 635.4 FP 636.1 FP 636.1 FP 636.1 634.8635.2636.0635.7 634.1 633.5 634.9 634.1 635.3 634.5 633.8 634.6 635.7636.8637.6637.4 635.0636.1636.9636.7 634.3635.4636.2635.9 637.8638.9639.7639.4 637.1638.2639.0638.7 636.4637.5638.3637.4 635.8636.2 637.0635.5 632.6 632.9 632.1 630.7 632.8 632.9 632.1 631.1 633.1 633.5 632.9 631.4 633.5 633.6 632.8 631.8 633.9 634.0 633.2 632.1 634.3 634.4 633.6 632.5 634.4 634.3 633.6 632.5 633.9 634.1 633.3 632.2 629.9 630.1 630.9 630.2 630.4 631.2 630.5 630.8 631.6 630.8 631.1 631.9 631.2 631.4 632.2 631.5 631.7 632.5 631.8 632.1 632.9 632.2 632.4 633.2 632.5 632.7 633.5 632.5 632.7 633.5 632.2 632.4 633.2 BW 630.0 BW 629.7 BW 629.4 BW 629.0 BW 628.6 BW 628.2 BW 628.0 BW 627.6 BW 627.3 632.8 633.0 633.8 633.0 633.4 633.7 634.5 633.9 634.1 634.3 635.1 634.9 634.7 635.0 635.8 635.4 BW 630.4 BW 630.7 630.2 630.2 628.9 628.8 628.8 627.4 627.3 627.3 626.3 626.2625.8 630.3 631.0 631.2 632.6 632.6 633.2 633.0 633.1 633.0 632.9 633.0 632.9 632.8 632.9 633.5 632.5 632.1 632.1 632.3 632.3 632.2632.3 632.8 632.8 632.7 632.5632.5 632.9 632.0 632.6 631.7 632.3 632.7 632.7 633.2 633.3 633.2 632.8 633.0 633.4 633.2 629.7 632.4 PROP. RETAINING WALL631 632 632 633 634 634633634 633 634.1 632.5 633.3634.9634.4 633.3 630.3630.3 629.6 632 63163 0 62 9 62 8 627626 625624623631632633635636 C-301 BYDATEREVISIONSNo.DATESHEET NUMBER CHECKED BY:SCALE:DESIGNED BY:DRAWN BY:KHA PROJECT10/6/22 PHONE: 972-770-1300 FAX: 972-239-3820WWW.KIMLEY-HORN.COM TX F-928© 2021 KIMLEY-HORN AND ASSOCIATES, INC. LAST SAVED 10/4/2022 2:49 PMPLOTTED BY GINDT, DYLAN 10/6/2022 10:39 AMDWG PATH K:\DAL_Civil\064514100-Carillon\CAD\Single Family\PlanSheetsDWG NAME C-Grading Plan-SF.dwg , [ GRADING PLAN (2 OF 2) ]IMAGESXREFS xBrdr (22x34) : xSingleFamily : xbndy : xexbase : xexutil : xLabel : xRoad-SF : xDedication : xHardscape-SF : xPave-WC : xStrm-SF : xUtil-SF13455 NOEL ROAD, TWO GALLERIA OFFICE TOWER,SUITE 700, DALLAS, TX 75240AS NOTEDJWHMTRJWHEngineer P.E. No.Date Not for construction or permit purposes.FOR REVIEW ONLY 10/6/2022124909 JOSEPH HORNISHER SE N. WHITE CHAPEL BLVD & E. KIRKWOODBLVD CITY OF SOUTHLAKE, TEXAS CARILLON PARCPREPARED FORHCCP PROPERTY PARTNERS064514100BENCHMARKS ELEVATIONS BASED ON NORTH AMERICANVERTICAL DATUM 1988 BM#1 SQUARE WITH "X" CUT SET ON CONCRETECURB INLET, WEST SIDE OF TURN LANE MEDIAN, AT THE SOUTHEAST INTERSECTION OF STATEHIGHWAY 114 AND WHITE CHAPEL BOULEVARD.ELEV=638.47 BM#2 SQUARE WITH "X" CUT SET ON CONCRETE,EAST END OF CENTERLINE MEDIAN ALONG EAST KIRKLAND BOULEVARD, ±50 FEET WEST OF THE CENTERLINE INTERSECTION OF EAST KIRKLANDBOULEVARD AND RIVIERA DRIVE.ELEV=627.01 BM#3 SQUARE WITH "X" CUT SET ON CONCRETECURB INLET, NORTH SIDE OF STATE HIGHWAY 114, ±1435 FEET SOUTHEAST OF THE CENTERLINEINTERSECTION OF STATE HIGHWAY 114 ANDWHITE CHAPEL BOULEVARD. ELEV=622.41 GRADING PLAN(2 OF 2)PROPERTY LINE PROPOSED FINISHED PAD ELEVATION PROPOSED SPOT ELEVATION EXISTING SPOT ELEVATION PROPOSED TOP OF WALL ELEVATION PROPOSED BOTTOM OF WALL ELEVATION PROPOSED END WALL ELEVATION PROPOSED REAR YARD SWALE LOT DRAINAGE FLOW DIRECTION STREET DRAINAGE FLOW DIRECTION PROPOSED RETAINING WALL EXPOSED FACE OF RETAINING WALL INDICATES SIDE OF LOT WHERE DRIVEWAY MUST BE LOCATED DUE TO GRADEDIFFERENTIAL OR CONFLICT EXPOSED BEAM REQUIRED PROPOSED CONTOUR EXISTING CONTOUR EXISTING TREE TO REMAIN LEGEND EB FP 675.00 EX 55.5 55.5 * TW 55.5 BW 55.5 EW 55.5 GRADING AT SIDE YARD WALL NTS TYPICAL GRADING CROSS SECTION NTS SIDE SLOPE SIDE SWA L E PROTECTIVE FRONT SLOPEPARKWAY SLOPESTREETREAR SLOPELOT GRADING TYPE A SIDE OFHOUSE DRAINING TO STREET GRADING GENERAL NOTES 1. CONTRACTOR SHALL CUT 5' BEHIND BACK OF CURB TO SUBGRADE ELEVATION. 2. PROPOSED PRIVATE RETAINING WALLS LOCATED ON PRIVATE LOTS TO BEMAINTAINED BY THE PROPERTY OWNER. 3. GLOBAL STABILITY AND STRUCTURAL DESIGN OF RETAINING WALLS PROVIDEDBY OTHERS. 4. THE END ELEVATION CALLS FOR RETAINING WALLS DEPICT GROUNDELEVATION. TOP OF WALL ELEVATIONS ARE TYPICALLY 0.5' ABOVE GROUND. 5. ALL PERIMETER SLOPES TO NATURAL GROUND ARE TO BE 4:1 MAX, UNLESSOTHERWISE NOTED. 6. ALL SIDEWALKS SHALL MAINTAIN A MAXIMUM 2% CROSS SLOPE. 7. PROPOSED CONTOURS SHOWN ARE FOR REFERENCE ONLY. CONTRACTOR TO USE SPOT ELEVATIONS FOR GRADING CONSTRUCTION.PROTECTIVE REAR SLOPESIDE SLOPE SIDE SW A L E PROTECTIVE FRONT SLOPEPARKWAY SLOPESTREETSIDE SW A L E LOT GRADING TYPE BALLEYNORTHMATCH LINE SEE SHE E T C-300 E SGTT W W GFF G G F F WWG GF F G G S D S F G F F F G G F G F F T G T OHE OHE OHE OHE OHE OHEOHEOHEOHEOHEOHEOHEOHE D 20"W 20"W 20"W 20"W 20"W 20"W12"W8"W8"W8"W8"W12"W 12"W 12"W 12"W 12"W 12"W 12"W20"W8"SS 8"SS8"SS8"SS20"W////// // //// ////// ///// //////////////////////CARILLON PHASE 1AINST. NO. D211101073P.R.T.C.T. CARILLON PHASE 1AINST.NO. D211101073P.R.T.C.T. OPEN SPACE OPEN SPACE CARILLON PHASE 2A-1INST. NO. D213015134P.R.T.C.T. CARILLON PHASE 2A-2INST. NO. D213015133P.R.T.C.T. SOUTHLAKE JOINTVENTURE, LLCINST. NO. D217205606O.P.R.T.C.T. HOPKINS DALLASPROPERTIES, LTD.INST. NO. D201201397O.P.R.T.C.T. TRACT 2BRIAN ZVONECEKINST. NO. D204133485O.P.R.T.C.T. FRANCIS SHIVERS INST. NO. D212271966O.P.R.T.C.T. THE SHIVERS FAMILYPARTNERSHIP, LTD.VOL. 13218, PG. 461D.R.T.C.T. 20' UTILITY EASEMENTINST. NO. D211080416INST. NO. D211103647O.P.R.T.C.T. 10' UTILITY EASEMENTINST. NO. D211080420O.P.R.T.C.T. WATER LINE EASEMENTINST. NO. D211236610O.P.R.T.C.T. CITY OF SOUTHLAKEZONING: ECZFLUM: MIXED USE STEWARTKRISTOPHERZONING: ECZFLUM: MIXED USECITY OF SOUTHLAKEZONING: PARKFLUM: MIXED USETODD ATWOOD ZONING: ECZ FLUM: MIXED USE KRISTOPHER LARDIS ZONING: ECZ FLUM: MIXED USE MAY MARTHA L ZONING: ECZ FLUM: MIXED USE GUTHRIE JACQUELINE ZONING: ECZ FLUM: MIXED USE MEAD MICHAEL E ZONING: ECZ FLUM: MIXED USE BRYCE DANIEL L ZONING: ECZ FLUM: MIXED USE FRANSDEN CHRISTOPHER M ZONING: ECZ FLUM: MIXED USE BENOIT ROBERT ZONING: ECZ FLUM: MIXED USE LEE ERVING ZONING: ECZ FLUM: MIXED USE FLURY JANE ZONING: ECZ FLUM: MIXED USE CLARK JAMES C ZONING: ECZ FLUM: MIXED USE HUSAIN ASIF ZONING: ECZ FLUM: MIXED USE MARCIANO PA U L ZONING: ECZ FLUM: MIXED U S E ELVING CARL ZONING: ECZ FLUM: MIXED U S E MISRA NILAMB E N R ZONING: ECZ FLUM: MIXED U S E CLARK ROBER T K ZONING: ECZ FLUM: MIXED U S E VALLERIE JAME S ZONING: ECZ FLUM: MIXED U S E BURCH MIKE J ZONING: ECZ FLUM: MIXED U S E COUCH JOHN A N D P E G G Y REVOCABLE TR U S T ZONING: ECZ FLUM: MIXED U S E DUNCAN BRIAN ZONING: ECZ FLUM: MIXED U S E BIEKER RON ZONING: ECZ FLUM: MIXED U S E MCCAW NEIL ZONING: ECZ FLUM: MIXED U S E RUCCI COREY ZONING: ECZ FLUM: MIXED U S E BOISSEVAIN D A V I D ZONING: ECZ FLUM: MIXED U S E SMITH MICHAE L A ZONING: ECZ FLUM: MIXED U S E DIGIOVANNI R Y A N A ZONING: ECZ FLUM: MIXED U S E STAT E H I G H W A Y 1 1 4 (A VA R I A B L E W I D T H R I G H T - O F - W A Y )WHITE CHAPEL BOULEVARD(A VARIABLE WIDTH RIGHT-OF-WAY)E. KIRKWOOD BOULEVARD (A VARIABLE WIDTH RIGHT-OF-WAY)RIVIERA DRIVE(A VARIABLE WIDTH RIGHT-OF-WAY) MONTE CARL O D R I V E (51-FOOT WID E R I G H T - O F - W A Y ) PALLADIAN D R I V E (90-FOOT WID E R I G H T - O F - W A Y ) CARI L L O N C O U R T (63-F O O T W I D E R I G H T - O F - W A Y )RIV IERA DR IVE (A VAR IABLE W IDTH R IGHT -OF -WAY )WHITE CHAPEL BOULEVARD(A VARIABLE WIDTH RIGHT-OF-WAY)ST. TROPEZDRIVE(A 51' RIGHT-OF-WAY)620620 620620 6256 2 5 6306 3 0 63063063 5 635635635635 635635 635635635 635635 640640 645 6456 4 5645 65 0650 650655 655 655655655655660 660 616 616617 617 618 618 619619619 619 6196196216216216216 2 1621621621 622622622622622622 6236236 2 3 6 2 3 624 6 2 4 626626627627 6286286286286296296296 2 9 6316 3 1 631631632632632632 632632632632 633633633633633633633633634634634634634634634634 634634 63 6 636636636 6366 3 6 636 63 6 636636636636 63763763763763763763763 7 6386386386386386386386386396396396396416416426426436436 4 3 643 644 6446446446466 4 6 646646 647647647648648648649651 651652 65265365 3 653 653 653 653654654 654 654 65 4 654656 656 656656657657 657 657 657 657 658 658 65 9 659 661 661 662 662 663 663 5.0 cfs D-OS.2 0.56 ac 64 56506506 4 6 6 4 764864964964965165165265265 3653650650 655 6 5 5 DESIGN POINT 1 DESIGN POINT 2 DESIGN POINT 3 DESIGN POINT 5 1.2 cfs A-1 0.40 ac 7.1 cfs A-OS.1 0.81 ac 1.1 cfs B-2 0.39 ac 14.7 cfs B-4 5.01 ac 2.5 cfs B-OS.2 0.28 ac 49.7 cfs B-1 16.96 ac5.4 cfs A-OS.2 0.61 ac 33.7 cfs D-OS.1 7.50 ac 18.7 cfs D-1 6.38 ac 32.8 cfs D-3 11.20 ac 4.4 cfs D-OS.4 0.50 ac 2.5 cfs D-2 0.86 ac 2.7 cfs D-OS.3 0.94 ac EX. WYEQDESIGN = 2.366 CFS EX. CI (BI-8) QDESIGN = 15.6 CFSEX. 48" RCPQDESIGN = 85.38 CFS EX. CI (B1-9)QDESIGN = 13.35 CFSEX. 48" RCP QDESIGN = 113.18 CFS EX. CI (BI-10) QDESIGN = 11.13 CFSEX. 6' X 4' RCBQDESIGN = 140.91 CFS 4.1 cfs D-OS.5 0.47 ac EX. 48" RCP QDESIGN = 60.82 CFS EX. 24" RCPQDESIGN = 13.67 CFS EX. 8' x 4' RCBEX. 8' x 4' RC B EX. 7' x 4' RCBQDESIGN = 188.63 CFS EX. 2 - 6 ' x 4 ' R C B EX. STORM HEADWALL QDESIGN = 618.6 CFS EX, 1 0 ' W I D E C H A N N E L 1.3 cfs B-3 0.46 ac 7.2 cfs B-OS.1 0.82 ac 8.4 cfs D-OS.7 2.87 ac 10.6 cfs D-OS.6 1.24 ac 2.6 cfs 4-J 0.30 ac EX. DITCH DRAINAGE AREA TABLE DRAINAGEAREA NO. 4-J A-1 A-OS.1 A-OS.2 B-1 B-2 B-3 B-4 B-OS.1 B-OS.2 D-1 D-2 D-3 D-OS.1 D-OS.2 D-OS.3 D-OS.4 D-OS.5 D-OS.6 D-OS.7 AREA(ac) 0.30 0.40 0.81 0.61 16.96 0.39 0.46 5.01 0.82 0.28 6.38 0.86 11.20 7.50 0.56 0.94 0.50 0.47 1.24 2.87 ANTECEDENT FACTOR 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 RUNOFF COEFFICIENT "C" 0.90 0.30 0.90 0.90 0.30 0.30 0.30 0.30 0.90 0.90 0.30 0.30 0.30 0.46 0.90 0.30 0.90 0.90 0.90 0.30 TIME OFCONCENTRATION (minutes) 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 RAINFALLINTENSITY "I" 5 (in/hr) 5.51 5.51 5.51 5.51 5.51 5.51 5.51 5.51 5.51 5.51 5.51 5.51 5.51 5.51 5.51 5.51 5.51 5.51 5.48 5.51 RAINFALLINTENSITY "I"100 (in/hr) 9.76 9.76 9.76 9.76 9.76 9.76 9.76 9.76 9.76 9.76 9.76 9.76 9.76 9.76 9.76 9.76 9.76 9.76 9.49 9.76 TOTAL FLOW Q5 (cfs) 1.49 0.65 4.02 3.04 28.06 0.65 0.76 8.29 4.06 1.39 10.55 1.42 18.53 19.02 2.80 1.55 2.48 2.33 6.12 4.75 TOTAL FLOW Q100 (cfs) 2.6 1.2 7.1 5.4 49.7 1.1 1.3 14.7 7.2 2.5 18.7 2.5 32.8 33.7 5.0 2.7 4.4 4.1 10.6 8.4 BYDATEREVISIONSNo.DATESHEET NUMBER CHECKED BY:SCALE:DESIGNED BY:DRAWN BY:KHA PROJECT10/6/22 PHONE: 972-770-1300 FAX: 972-239-3820WWW.KIMLEY-HORN.COM TX F-928© 2021 KIMLEY-HORN AND ASSOCIATES, INC. LAST SAVED 10/5/2022 11:04 PMPLOTTED BY GINDT, DYLAN 10/6/2022 10:45 AMDWG PATH K:\DAL_Civil\064514100-Carillon\CAD\Single Family\PlanSheetsDWG NAME C-Ex Drainage Area Map.dwg , [ Drainage Area Map ]IMAGES 20220609_Aerial :XREFS xBrdr (22x34) : xAerial : xbndy : xexbase : xExDAM : xExTrees-Survey : xexutil13455 NOEL ROAD, TWO GALLERIA OFFICE TOWER,SUITE 700, DALLAS, TX 75240AS NOTEDJWHMTRJWHEngineer P.E. No.Date Not for construction or permit purposes.FOR REVIEW ONLY 10/6/2022124909 JOSEPH HORNISHER SE N. WHITE CHAPEL BLVD & E. KIRKWOODBLVD CITY OF SOUTHLAKE, TEXAS CARILLON PARCPREPARED FORHCCP PROPERTY PARTNERS064514100INLET NUMBER PROPERTY LINE PROPOSED STORM DRAIN LINE EXISTING STORM DRAIN LINE PROPOSED DRAINAGE DIVIDE PROPOSED STORM DRAIN INLET PROPOSED STORM DRAIN MANHOLE PROPOSED STORM DRAIN HEADWALL PROPOSED FLOW DIRECTION PROPOSED CONTOUR EXISTING CONTOUR LEGEND AREA IN ACRES9.9 ac X-1 5.5 cfs Q100 FLOW IN CFS AREA DESIGNATOR A-1 1. CONTRACTOR TO FIELD VERIFY HORIZONTAL AND VERTICAL LOCATIONOF EXISTING UTILITIES PRIOR TO CONSTRUCTION. 2. DRAINAGE AREA OS-C.1 USED A WEIGHTED RUN COEFFICIENT AS SHOWON THE TABLE, WITH 0.9 FOR THE IMPERVIOUS ARE AND 0.3 FOR THE PERVIOUS AREA. 3. STORM INFORMATION ALONG STATE HIGHWAY 114 IS AS BUILT NAMED "PLANS OF PROPOSED STATE HIGHWAY IMPROVEMENT SH 144"FEDERAL AID PROJECT NO: NH 2001 (15), DATED 05/17/2001. DRAINAGE GENERAL NOTES EXISTING DRAINAGEAREA MAPC-400 NORTH STREET B (A 51' RIGHT-OF-WAY) STREET D (A 51' RIGHT-OF-WAY)STREET A(A 51' RIGHT-OF-WAY)STREET E (A 51' RIGHT-OF-WAY) ALLEY C ALLEYDALLEYFALLEYB ALLEYA ALLEY E STREET C(A 51' RIGHT-OF-WAY)STREET A(A 51' RIGHT-OF-WAY)7 6 20 6 5 18 24 10 107354289 12 25 24 23 22 21 16191817 1 2 4 5 1178910 13 12 9 8 7 6 2 4 1 13 14 15 23 22 21 20 19 17 16 10 9 8 4 5 6 3 3 11 1415 12 BLOCK A X BLOCK B BLOCK B BLOCK C BLOCK D BLOCK D BLOCK E12X BLOCK F BLOCK G BLOCK F 2 1 1 11 12 13 13 27 15 BLOCK F X X X X X X X * BLOCK H BLOCK H * 14 11 26 1 3 1 26 25 2 BLOCK A 3 6 7 5 4 1 2 2 X 14 X 1 3FLFL FLFLFLEXISTING TREEEXTENTS TO SAVE 10 812 5 12 SGTT W W F S D S F G G F G F F OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHED12"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W20"W20"W8"SS 8"SS 8"SS8"SS8"SS8"SS8"SS8"SS8"SS8"SS8 "SS20"W20"W20"W20"W20"W20"W/// // /////// /// ///////////////////CARILLON PHASE 1A INST. NO. D211101073 P.R.T.C.T. CARILLON PHASE 1AINST.NO. D211101073 P.R.T.C.T. OPEN SPACE OPEN SPACE CARILLON PHASE 2A-1 INST. NO. D213015134 P.R.T.C.T.FRANCIS SHIVERSINST. NO. D212271966O.P.R.T.C.T. THE SHIVERS FAMILY PARTNERSHIP, LTD. VOL. 13218, PG. 461 CITY OF SOUTHLAKE ZONING: ECZ FLUM: MIXED USE STEWARTKRISTOPHERZONING: ECZFLUM: MIXED USECITY OF SOUTHLAKEZONING: PARKFLUM: MIXED USETODD ATWOOD ZONING: ECZ FLUM: MIXED USE KRISTOPHER LARDIS ZONING: ECZ FLUM: MIXED USE MAY MARTHA L ZONING: ECZ FLUM: MIXED USE GUTHRIE JACQUELINE ZONING: ECZ FLUM: MIXED USE MEAD MICHAEL E ZONING: ECZ FLUM: MIXED USE BRYCE DANIEL L ZONING: ECZ FLUM: MIXED USE FRANSDEN CHRISTOPHER M ZONING: ECZ FLUM: MIXED USE BENOIT ROBERT ZONING: ECZ FLUM: MIXED USE LEE ERVING ZONING: ECZ FLUM: MIXED USE FLURY JANE ZONING: ECZ FLUM: MIXED USE CLARK JAMES C ZONING: ECZ FLUM: MIXED USE HUSAIN ASIF ZONING: ECZ FLUM: MIXED USE MARCIANO P A U L ZONING: ECZ FLUM: MIXED U S E ELVING CAR L ZONING: ECZ FLUM: MIXED U S E MISRA NILAM B E N R ZONING: ECZ FLUM: MIXED U S E CLARK ROBE R T K ZONING: EC Z FLUM: MIXED U S E VALLERIE JA M E S ZONING: ECZ FLUM: MIXED U S E BURCH MIKE J ZONING: ECZ FLUM: MIXED U S E COUCH JOHN A N D P E G G Y REVOCABLE T R U S T ZONING: EC Z FLUM: MIXED U S E DUNCAN BR I A N ZONING: ECZ FLUM: MIXE D U S E WHITE CHAPEL BOULEVARD(A VARIABLE WIDTH RIGHT-OF-WAY)E. KIRKWOOD BOULEVARD (A VARIABLE WIDTH RIGHT-OF-WAY)RIVIERA DRIVE(A VARIABLE WIDTH RIGHT-OF-WAY)MONTE CAR L O D R I V E (51-FOOT WI D E R I G H T - O F - W A Y ) PALLADIAN D R I V E (90-FOOT WI D E R I G H T - O F - W A Y ) (A VAR IABLE W IDTH R IGHT -OF -WAY )WHITE CHAPEL BOULEVARD(A VARIABLE WIDTH RIGHT-OF-WAY)ST. TROPEZDRIVE(A 51' RIGHT-OF-WAY)5/8" IRFC"JACOBS" 5/8" IRFC "JACOBS" 5/8" IRFC "JACOBS" 5/8" IRF 5/8" IRFC "JACOBS" 5/8" IRFC"JACOBS" 5/8" IRFC "JACOBS" 5/8" IRFC "JACOBS" 5/8" IRFC"JACOBS" 5/8" IRFC"JACOBS" 5/8" IRFC"JACOBS" 5/8" IRFC "JACOBS" 6 3 5635635640645645645636637638639641642643644644644 6 4 6 646647647648648649649646647 648 1.31%635640 633634636637638639641642635640640640633634 636637638638638638638639639639 631632 633635640636637638639641 6426436356 4 0 6366376386396416 4 2 6 4 3644 632 633633 633634634 7.6 cfs A-OS.1 0.87 ac 6.5 cfs B-OS.1 0.74 ac 1.3 cfs A-0 0.24 ac 1.7 cfs A-OS.2 0.32 ac 3.3 cfs B-1 0.61 ac 8.3 cfs A-3 1.54 ac 6.5 cfs A-OS.3 0.74 ac 631 6326333.4 cfs A-9 0.64 ac 0.7 cfs B-OS.2 0.14 ac 3.3 cfs A-6 0.61 ac 6356 3 5632 633633 6346342.8 cfs C-2 0.53 ac 3.7 cfs A-5 0.69 ac 3.7 cfs A-7 0.68 ac 2.6 cfs 4-J 0.30 ac 6.9 cfs B-2 1.29 ac 2.7 cfs C-OS.1 0.30 ac 7.3 cfs A-8 1.35 ac 4.5 cfs A-2 0.83 ac 1.1 cfs A-4 0.20 ac 2.4 cfs A-1 0.45 ac 5.1 cfs C-0 0.95 ac 7.0 cfs B-6 1.31 ac 3.3 cfs B-4 0.62 ac 2.8 cfs B-3 0.52 ac 6.3 cfs B-5 1.17 ac 5.2 cfs C-1 0.98 ac 1.7 cfs A-10 0.32 ac DESIGN POINT 1 DESIGN POINT 2 DESIGN POINT 3 39.5 cfs B-0 4.59 ac DRAINAGE AREA TABLE DRAINAGEAREANO. 4-J A-0 A-1 A-2 A-3 A-4 A-5 A-6 A-7 A-8 A-9 A-10 A-OS.1 A-OS.2 A-OS.3 B-0 B-1 B-2 B-3 B-4 B-5 B-6 B-OS.1 B-OS.2 C-0 C-1 C-2 C-OS.1 AREA(ac) 0.30 0.24 0.45 0.83 1.54 0.20 0.69 0.61 0.68 1.35 0.64 0.32 0.87 0.32 0.74 4.59 0.61 1.29 0.52 0.62 1.17 1.31 0.74 0.14 0.95 0.98 0.53 0.30 ANTECEDENTFACTOR 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 RUNOFFCOEFFICIENT "C" 0.90 0.67 0.67 0.67 0.67 0.67 0.67 0.67 0.67 0.67 0.67 0.67 0.90 0.67 0.90 0.88 0.67 0.67 0.67 0.67 0.67 0.67 0.90 0.67 0.67 0.67 0.67 0.90 TIME OFCONCENTRATION(minutes) 10.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0 10.0 15.0 10.0 10.0 15.0 15.0 15.0 15.0 15.0 15.0 10.0 15.0 15.0 15.0 15.0 10.0 RAINFALLINTENSITY"I" 5 (in/hr) 5.51 4.55 4.55 4.55 4.55 4.55 4.55 4.55 4.55 4.55 4.55 4.55 5.51 4.55 5.51 5.51 4.55 4.55 4.55 4.55 4.55 4.55 5.51 4.55 4.55 4.55 4.55 5.51 RAINFALLINTENSITY"I"100 (in/hr) 9.76 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 8.02 9.76 8.02 9.76 9.76 8.02 8.02 8.02 8.02 8.02 8.02 9.76 8.02 8.02 8.02 8.02 9.76 TOTAL FLOWQ5 (cfs) 1.48 0.74 1.38 2.54 4.69 0.60 2.09 1.86 2.08 4.12 1.95 0.98 4.32 0.98 3.65 22.28 1.87 3.92 1.59 1.89 3.55 3.99 3.65 0.42 2.89 2.98 1.61 1.51 TOTAL FLOWQ100 (cfs) 2.6 1.3 2.4 4.5 8.3 1.1 3.7 3.3 3.7 7.3 3.4 1.7 7.6 1.7 6.5 39.5 3.3 6.9 2.8 3.3 6.3 7.0 6.5 0.7 5.1 5.2 2.8 2.7 BYDATEREVISIONSNo.DATESHEET NUMBER CHECKED BY:SCALE:DESIGNED BY:DRAWN BY:KHA PROJECT10/6/22 PHONE: 972-770-1300 FAX: 972-239-3820WWW.KIMLEY-HORN.COM TX F-928© 2021 KIMLEY-HORN AND ASSOCIATES, INC. LAST SAVED 10/5/2022 4:05 PMPLOTTED BY GINDT, DYLAN 10/6/2022 10:45 AMDWG PATH K:\DAL_Civil\064514100-Carillon\CAD\Single Family\PlanSheetsDWG NAME C-Drainage Area Map-Part 1.dwg , [ Drainage Area Map ]IMAGESXREFS xBrdr (22x34) : xbndy : xexbase : xExTrees-Survey : xexutil : xRoad-SF : xSingleFamily : xStrm-SF : xUtil-SF : xUtil-Commerical : xLabel : xBase-Commerical : xDAM-SF13455 NOEL ROAD, TWO GALLERIA OFFICE TOWER,SUITE 700, DALLAS, TX 75240AS NOTEDJWHMTRJWHEngineer P.E. No.Date Not for construction or permit purposes.FOR REVIEW ONLY 10/6/2022124909 JOSEPH HORNISHER SE N. WHITE CHAPEL BLVD & E. KIRKWOODBLVD CITY OF SOUTHLAKE, TEXAS CARILLON PARCPREPARED FORHCCP PROPERTY PARTNERS064514100INLET NUMBER PROPERTY LINE PROPOSED STORM DRAIN LINE EXISTING STORM DRAIN LINE PROPOSED DRAINAGE DIVIDE PROPOSED STORM DRAIN INLET PROPOSED STORM DRAIN MANHOLE PROPOSED STORM DRAIN HEADWALL PROPOSED FLOW DIRECTION PROPOSED CONTOUR EXISTING CONTOUR LEGEND AREA IN ACRES9.9 ac X-1 5.5 cfs Q100 FLOW IN CFS AREA DESIGNATOR A-1 1. CONTRACTOR TO FIELD VERIFY HORIZONTAL AND VERTICAL LOCATIONOF EXISTING UTILITIES PRIOR TO CONSTRUCTION. 2. DA AREA 4-J IS PER RECORD DRAWINGS FOR CARILLON SOUTHLAKEPHASE 2A-2, DATED MAY 2012, PROJECT NUMBER: CX51302 3. INTENSITY SHOWN ON DRAIANGE AREA CALCULATIONS FOLLOW ISWMMANUAL DATED 2020 UNDER TARRENT COUNTY INTENSITY-DURATIONDATA TABLES. 4. FOR DRAINAGE AREAS ASSOCIATED WITH WHITE CHAPEL REFER TOPLANS WHITE CHAPEL BLVD FROM SH 114 TO E. KIRKWOOD BLVD ROAD IMPROVEMENTS DRAINAGE GENERAL NOTES PROPOSED DRAINAGEAREA MAP (1 OF 2)C-401 NORTH DD8"SS8"SS8"SS8"SSS S S S 8"SS8"SS8"SS8"SS8"SS 8"SS 8"SS8"SS S S S S S S S S S S S S S S S S S FLFLFL F L FLFLFL FLFLFLFLFL E GFF G G F F WWG GF F G G S F F G F F OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHEOHEOHEOHEOHEOHE D 2 0 "W 20"W 20"W 20"W 20"W 20"W 20"W 20"W 20"W 20"W 20"W8"W8"W8"W8"W8"W8"W 12"W 12"W 12"W 12"W 12"W 12"W 12"W 12"W 12"W 12"W 12"W8"SS8"SS8"SS8"SS20"W20"W20"WCARILLON PHASE 1AINST. NO. D211101073P.R.T.C.T. CARILLON PHASE 2A-1INST. NO. D213015134 P.R.T.C.T. CARILLON PHASE 2A-2 INST. NO. D213015133 P.R.T.C.T. SOUTHLAKE JOINT VENTURE, LLCINST. NO. D217205606O.P.R.T.C.T. HOPKINS DALLAS PROPERTIES, LTD. INST. NO. D201201397 O.P.R.T.C.T. TRACT 2 BRIAN ZVONECEK INST. NO. D204133485 O.P.R.T.C.T. FRANCIS SHIVERS INST. NO. D212271966 O.P.R.T.C.T. THE SHIVERS FAMILY PARTNERSHIP, LTD. VOL. 13218, PG. 461 D.R.T.C.T. FLUM: MIXED USE BRYCE DANIEL L ZONING: ECZ FLUM: MIXED USE FRANSDEN CHRISTOPHER M ZONING: ECZ FLUM: MIXED USE BENOIT ROBERT ZONING: ECZ FLUM: MIXED USE LEE ERVING ZONING: ECZ FLUM: MIXED USE FLURY JANE ZONING: ECZ FLUM: MIXED USE CLARK JAMES C ZONING: ECZ FLUM: MIXED USE HUSAIN ASIF ZONING: ECZ FLUM: MIXED USE MARCIANO PA U L ZONING: ECZ FLUM: MIXED U S E ELVING CARL ZONING: ECZ FLUM: MIXED U S E MISRA NILAMB E N R ZONING: ECZ FLUM: MIXED U S E CLARK ROBER T K ZONING: ECZ FLUM: MIXED U S E VALLERIE JAM E S ZONING: ECZ FLUM: MIXED U S E BURCH MIKE J ZONING: ECZ FLUM: MIXED U S E COUCH JOHN A N D P E G G Y REVOCABLE T R U S T ZONING: ECZ FLUM: MIXED U S E DUNCAN BRI A N ZONING: ECZ FLUM: MIXED U S E BIEKER RON ZONING: ECZ FLUM: MIXED U S E MCCAW NEIL ZONING: ECZ FLUM: MIXED U S E RUCCI COREY ZONING: ECZ FLUM: MIXED U S E BOISSEVAIN D A V I D ZONING: ECZ FLUM: MIXED U S E SMITH MICHA E L A ZONING: ECZ FLUM: MIXED U S E DIGIOVANNI R Y A N A ZONING: ECZ FLUM: MIXED U S E STAT E H I G H W A Y 1 1 4 (A VA R I A B L E W I D T H R I G H T - O F - W A Y )WHITE CHAPEL BOULEVARD(A VARIABLE WIDTH RIGHT-OF-WAY)(A VARIABLE WIDTH RIGHT-OF-WAY)MONTE CAR L O D R I V E (51-FOOT W I D E R I G H T - O F - W A Y ) PALLADIAN D R I V E (90-FOOT W I D E R I G H T - O F - W A Y ) CARI L L O N C O U R T (63-F O O T W I D E R I G H T - O F - W A Y )RIVIERA DR IVE(A VAR IABLE W IDTH R IGHT-OF-WAY)WHITE CHAPEL BOULEVARD(A VARIABLE WIDTH RIGHT-OF-WAY)STREET B (A 51' RIGHT-OF-WAY) STREET D (A 51' RIGHT-OF-WAY)STREET A(A 51' RIGHT-OF-WAY)STREET E (A 51' RIGHT-OF-WAY) ALLEY C ALLEY DALLEY FALLEY B STREET C(A 51' RIGHT-OF-WAY)7 6 20 6 18 107354289 12 25 24 23 22 21 16191817 1 2 4 5 1178910 13 12 13 14 15 19 17 16 10 9 8 4 5 6 3 11 1415 12 8 6 2 3 1 3 2 4 5 1 13 27 15 14 11 26 1 3 6 7 5 4 1 22 2 9 1 7 4 3 6356356406406456 4 5 6326336346366366376376386386396396416416426426436436446 4 4 6466 4 6 6476 4 7 6486 4 8 6496496 2 563063 5 64 0 6 4 5 6 5 0 650650650 62 3 6 2 46266276286296316326336 3 4 63 6 63 7 638 639 64 1 64 2 64 3 64 4 646 6 4 6 64 6647 647 647647 648648648648649 649649649649649 651651 EX. 2 - 9 ' x 5 ' R C B DESIGN POINT 5Q100 = 48.4 CFS EX. CI (BI-8)QDESIGN = 15.6 CFSEX. 48" RCP QDESIGN = 85.38 CFS EX. CI (B1-9) QDESIGN = 13.35 CFSEX. 48" RCPQDESIGN = 113.18 CFS EX. CI (BI-10)QDESIGN = 11.13 CFS EX. 6' X 4' RCB EX. 48" RCPQDESIGN = 60.82 CFS EX. 24" RCPQDESIGN = 13.67 CFS EX. 8' x 4' RCB EX. 8' x 4' RCB EX. 7' x 4' RCB QDESIGN = 188.63 CFSQPROP= 151.3 CFS EX. 2-6' x 4' RCB EX. STORM HEADWALL QDESIGN = 429.97 CFS EX, 1 0 ' W I D E C H A N N E L EX. CHANNELQDESIGN = 635.3 CFS QPROP = 641.77 CFS EX. 30" STUB QDESIGN = 23.7 CFS EX. 6' X 5' RCBQDESIGN = 192.5 CFS EX. 30" STUBQDESIGN = 30.9 CFS635640645634636637638639641642643644646640 645 637 638 639 6 4 16426 43 644 646 64764730.7 cfs E-1 3.74 ac 23.6 cfs F-OS.2 2.74 ac 7.5 cfs D-OS.3 0.85 ac 29.1 cfs F-OS.1 3.55 ac 39.6 cfs B-0 4.61 ac 10.9 cfs D-OS.6 1.24 ac 27.5 cfs G-OS.1 3.36 ac 4.7 cfs D-OS.5 0.54 ac 32.3 cfs G-0 3.94 ac 5.1 cfs D-OS.4 0.59 ac 5.5 cfs D-5 0.67 ac 21.0 cfs D-9 2.56 ac 3.9 cfs D-1 0.48 ac 1.6 cfs D-3 0.50 ac 5.5 cfs D-8 0.67 ac 40.3 cfs D-OS.2 5.60 ac 19.9 cfs D-OS.1 2.77 ac 4.7 cfs D-0 0.58 ac 4.1 cfs D-4 0.50 ac 1.4 cfs D-7 0.43 ac 8.7 cfs D-10 1.06 ac 1.7 cfs D-2 0.21 ac 3.2 cfs D-6 0.39 ac 16.8 cfs E-0 5.06 ac DESIGN POINT 4Q100 = 140.91 CFS DRAINAGE AREA TABLE DRAINAGEAREANO. B-0 D-0 D-1 D-2 D-3 D-4 D-5 D-6 D-7 D-8 D-9 D-10 D-OS.1 D-OS.2 D-OS.3 D-OS.4 D-OS.5 D-OS.6 E-0 E-1 F-OS.1 F-OS.2 G-0 G-OS.1 AREA(ac) 4.61 0.58 0.48 0.21 0.50 0.50 0.67 0.39 0.43 0.67 2.56 1.06 2.77 5.60 0.85 0.59 0.54 1.24 5.06 3.74 3.55 2.74 3.94 3.36 ANTECEDENTFACTOR 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 RUNOFFCOEFFICIENT"C" 0.88 0.84 0.84 0.84 0.34 0.84 0.84 0.84 0.34 0.84 0.84 0.84 0.90 0.90 0.90 0.90 0.90 0.90 0.34 0.84 0.84 0.88 0.84 0.84 TIME OFCONCENTRATION(minutes) 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 RAINFALL INTENSITY"I" 5 (in/hr) 5.51 5.51 5.51 5.51 5.51 5.51 5.51 5.51 5.51 5.51 5.51 5.51 5.69 5.69 5.51 5.51 5.51 5.51 5.51 5.51 5.51 5.51 5.51 5.51 RAINFALL INTENSITY"I"100 (in/hr) 9.76 9.76 9.76 9.76 9.76 9.76 9.76 9.76 9.76 9.76 9.76 9.76 7.98 7.98 9.76 9.76 9.76 9.76 9.76 9.76 9.76 9.76 9.76 9.76 TOTAL FLOWQ5 (cfs) 22.35 2.68 2.20 0.97 0.93 2.32 3.11 1.78 0.81 3.11 11.84 4.90 14.19 28.70 4.22 2.90 2.66 6.15 9.48 17.34 16.44 13.30 18.24 15.54 TOTAL FLOWQ100 (cfs) 39.6 4.7 3.9 1.7 1.6 4.1 5.5 3.2 1.4 5.5 21.0 8.7 19.9 40.3 7.5 5.1 4.7 10.9 16.8 30.7 29.1 23.6 32.3 27.5 BYDATEREVISIONSNo.DATESHEET NUMBER CHECKED BY:SCALE:DESIGNED BY:DRAWN BY:KHA PROJECT10/6/22 PHONE: 972-770-1300 FAX: 972-239-3820WWW.KIMLEY-HORN.COM TX F-928© 2021 KIMLEY-HORN AND ASSOCIATES, INC. LAST SAVED 10/5/2022 4:13 PMPLOTTED BY GINDT, DYLAN 10/6/2022 10:45 AMDWG PATH K:\DAL_Civil\064514100-Carillon\CAD\Single Family\PlanSheetsDWG NAME C-Drainage Area Map-Part 2.dwg , [ PRELIMINARY UTILITY PLAN ]IMAGES 20220609_Aerial :XREFS xbndy : xexbase : xexutil : xBrdr (22x34)-Commerical : xSingleFamily : xUtil-SF : xUtil-Commerical : xLabel : xEsmt-Commerical : xDAM-Commerical : xStrm-SF : xStrm-WC : xPave-WC : xAerial13455 NOEL ROAD, TWO GALLERIA OFFICE TOWER,SUITE 700, DALLAS, TX 75240AS NOTEDJWHMTRJWHEngineer P.E. No.Date Not for construction or permit purposes.FOR REVIEW ONLY 10/6/2022124909 JOSEPH HORNISHER SE N. WHITE CHAPEL BLVD & E. KIRKWOODBLVD CITY OF SOUTHLAKE, TEXASCARILLON PARCPREPARED FORHCCP PROPERTY PARTNERS064514100C-402PROPOSED DRAINAGEAREA MAP (2 OF 2)NORTH INLET NUMBER PROPERTY LINE PROPOSED STORM DRAIN LINE EXISTING STORM DRAIN LINE PROPOSED DRAINAGE DIVIDE PROPOSED STORM DRAIN INLET PROPOSED STORM DRAIN MANHOLE PROPOSED STORM DRAIN HEADWALL PROPOSED FLOW DIRECTION PROPOSED CONTOUR EXISTING CONTOUR LEGEND AREA IN ACRES9.9 ac X-1 5.5 cfs Q100 FLOW IN CFS AREA DESIGNATOR A-1 1. CONTRACTOR TO FIELD VERIFY HORIZONTAL AND VERTICAL LOCATIONOF EXISTING UTILITIES PRIOR TO CONSTRUCTION. 2. INTENSITY SHOWN ON DRAIANGE AREA CALCULATIONS FOLLOW ISWMMANUAL DATED 2020 UNDER TARRENT COUNTY INTENSITY-DURATIONDATA TABLES. 3. FOR DRAINAGE AREAS ASSOCIATED WITH WHITE CHAPEL REFER TOPLANS WHITE CHAPEL BLVD FROM SH 114 TO E. KIRKWOOD BLVD ROAD IMPROVEMENTS 4. COMMERCIAL LOTS ASSUMED TO HAVE AN OPEN AREA OF 10% THEREFORE A C COEFFICIENT OF 0.84 IS USED. 5. DRAINAGE AREA G-0, INTENDED TO BE CONVEYED THROUGH EXISTING 10' WIDE CHANNEL WITHIN G-OS.1 DRAINAGE GENERAL NOTES DSTREET B (A 51' RIGHT-OF-WAY) ALLEY A ALLEY ESTREET A(A 51' RIGHT-OF-WAY)6 5 24 10 107354289 12 9 8 7 6 2 4 1 4 5 6 3 11 BLOCK A X BLOCK B12X 11 12 13 13 X X X 1 3 1 25 2 BLOCK A 14X 8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"SS8"SS 8"SS 8"SS 8"SS 8"SS 8"SS 8"SS 8"SS 8"SS8"SSS S SS SGTT W W F G G F OHEOHEOHEOHEOHEOHEOHEOHEOHE12"W12"W 12"W 12"W 8"W20"W20"W8"SS 8"SS 8"SS8"SS8"SS20"W20"W20"W// / /// /// ////////////////////////OPEN SPACE THE SHIVERS FAMILY PARTNERSHIP, LTD. VOL. 13218, PG. 461 CITY OF SOUTHLAKE ZONING: ECZ FLUM: MIXED USE E. KIRKWOOD BOULEVARD (A VARIABLE WIDTH RIGHT-OF-WAY)WHITE CHAPEL BOULEVARD(A VARIABLE WIDTH RIGHT-OF-WAY)ST. TROPEZDRIVE(A 51' RIGHT-OF-WAY)5/8" IRFC "JACOBS" 5/8" IRF 5/8" IRFC "JACOBS" 5/8" IRFC "JACOBS" STA: 5+91.75 ST-A STA: 1+00.00 LAT A-1PAV STA: 6+71.92STREET A INSTALL:1 - 45° WYE STA: 5+81.14 ST-ASTA: 1+00.00 LAT A-2PAV STA: 6+71.04 STREET AINSTALL:1 - 30° WYE STA: 1+20.51 LAT A-1PAV STA: 3+89.04 (14.50' LT)STREET B INSTALL:1 - 10' CURB INLETTC: 637.87FL: 633.87 STA: 1+29.00 LAT A-2PAV STA: 3+89.04 (14.50' RT) STREET BINSTALL:1 - 10' CURB INLETTC: 637.87 FL: 633.87 STA: 1+33.72 LAT A-3PAV STA: 8+34.85 (7.75' LT) ALLEY AINSTALL:1 - 10' CURB INLET TC: 634.76FL: 631.04 STA: 1+29.00 LAT A-5STA: 6+41.79 STREET B PAV STA: 6+41.79 (14.50' RT)STREET BINSTALL: 1 - 10' CURB INLET STA: 1+20.51 LAT A-4 PAV STA: 6+41.79 (14.50' LT)STREET BINSTALL: 1 - 10' CURB INLETTC: 634.08FL: 630.08 STA: 1+12.70 LAT A-3 PAV STA: 5+65.89 (324.23' LT)ALLEY DINSTALL: 1 - 45° BEND STA: 3+39.01 ST-ASTA: 6+56.28 STREET B PAV STA: 6+56.28STREET BINSTALL: 1 - 45° WYE STA: 3+15.11 ST-ASTA: 6+79.24 STREET B PAV STA: 6+79.24 (4.72' RT)STREET BINSTALL: 1 - 45° BEND STA: 3+28.39 ST-ASTA: 1+00.00 LAT A-5 PAV STA: 6+66.72 (1.57' RT)STREET BINSTALL:1 - 30° WYE STA: 2+77.76 ST-ASTA: 1+00.00 ST-A.1PAV STA: 6+06.16 (38.30' LT) STREET A INSTALL:1 - 6' JUNCTION BOXRIM: 633.00 STA: 1+17.47 LAT A-6PAV STA: 6+99.53 (12.35' RT)STREET A INSTALL:1 - 10' CURB INLETTC: ???FL: 628.23 STA: 1+58.86 ST-ASTA: 8+97.35 ALLEY CPAV STA: 8+97.35 (580.68' LT) ALLEY C INSTALL:1 - 45° WYE STA: 1+20.75 ST-APAV STA: 7+50.00STREET A INSTALL:1 - 0.4° JOINT DEFLECTION STA: 1+00.00 ST-APAV STA: 7+70.75 (0.15' RT) STREET ACONNECT TOEX. 33" STORM RIM: 630.46 A-1 A-2 A-3 A-4 A-5 A-6 STA: 1+85.88 EX. LAT 1FPAV STA: 0+89.81 ST-AEX. 10' RECESSED INLETSPER CARILLON PHASE 1APROJECT #: C3X51300 FL 18' STORM: 626.15FL 33' STORM: 625.52FL 33' STORM: 625.52FL 24' STORM: 629.72FL 24' STORM: 628.69FL 18' STORM: 628.69FL 24' STORM: 628.69FL 24' STORM: 628.66FL 18' STORM: 628.66FL 24' STORM: 628.66FL 24' STORM: 628.07FL 18' STORM: 628.07FL 24' STORM: 628.07FL 24' STORM: 627.94FL 18' STORM: 627.94FL 24' STORM: 627.94FL 33' STORM: 627.75FL 33' STORM: 627.75FL 30' STORM: 627.75FL 33' STORM: 627.28FL 33' STORM: 627.28FL 33' STORM: 627.23FL 33' STORM: 627.23FL 24' STORM: 627.90FL 18' STORM: 627.90FL 24' STORM: 627.90FL 24' STORM: 627.86FL 33' STORM: 627.86FL 33' STORM: 627.39FL 18' STORM: 627.29FL 33' STORM: 627.39STA: 9+34.32, ST-ACONNECT TOEX. 24" STORMPER WHITE CHAPEL PLANSSTA: 5+91.75, ST-ASTA: 1+00.00, LAT A-1INSTALL:1 - 45° WYESTA: 5+81.14, ST-ASTA: 1+00.00, LAT A-2INSTALL:1 - 30° WYESTA: 3+82.82, ST-ASTA: 1+00.00, LAT A-3INSTALL:1 - 45° WYESTA: 3+39.01, ST-ASTA: 1+00.00, LAT A-4INSTALL:1 - 45° WYESTA: 2+77.76, ST-ASTA: 3+86.15, ST-A.1INSTALL:1 - 6' JUNCTION BOXRIM: 633.0±STA: 1+20.75, ST-AINSTALL:1 - 0.4° JOINT DEFLECTIONSTA: 1+00.00, ST-ACONNECT TOEX. 33" STORMSTA: 3+28.39, ST-ASTA: 1+00.00, LAT A-5INSTALL:1 - 30° WYESTA: 3+15.11, ST-AINSTALL:1 - 45° BENDSTA: 1+58.86, ST-ASTA: 1+00.00, LAT A-6INSTALL:1 - 45° WYE33" RCP @ 1 . 0 0 % 33" STORM @ 0.30%FL 33' STORM: 625.03STA: 0+29.05, ST-AEX. 18" CONNECTIONSTA: -0+03.83, ST-ANull StructurePROPOSED ℄ GRADE EXISTING GRADE BYDATEREVISIONSNo.DATESHEET NUMBER CHECKED BY:SCALE:DESIGNED BY:DRAWN BY:KHA PROJECT10/6/22 PHONE: 972-770-1300 FAX: 972-239-3820WWW.KIMLEY-HORN.COM TX F-928© 2021 KIMLEY-HORN AND ASSOCIATES, INC. LAST SAVED 10/6/2022 10:30 AMPLOTTED BY GINDT, DYLAN 10/6/2022 10:46 AMDWG PATH K:\DAL_Civil\064514100-Carillon\CAD\Single Family\PlanSheetsDWG NAME C-Storm-Phase 1.dwg , [ ST-A ]IMAGESXREFS xBrdr (22x34) : xbndy : xexbase : xExTrees-Survey : xexutil : xRoad-SF : xSingleFamily : xStrm-SF : xUtil-SF : xLabel : xPave-WC : xStrm-WC : xEsmt-Commerical : oStorm-SF13455 NOEL ROAD, TWO GALLERIA OFFICE TOWER,SUITE 700, DALLAS, TX 75240AS NOTEDJWHMTRJWHEngineer P.E. No.Date Not for construction or permit purposes.FOR REVIEW ONLY 10/6/2022124909 JOSEPH HORNISHER SE N. WHITE CHAPEL BLVD & E. KIRKWOODBLVD CITY OF SOUTHLAKE, TEXAS CARILLON PARCPREPARED FORHCCP PROPERTY PARTNERS064514100STORM PLAN & PROFILEST-AC-403 NORTH PROFILE SCALE STREET B (A 51' RIGHT-OF-WAY)STREET A(A 51' RIGHT-OF-WAY)ALLEY B ALLEY E 7 6 20 5 10 10735489 12 24 23 22 21 16191817 9 8 7 6 4 8 4 5 6 11 1415 BLOCK A BLOCK B BLOCK B BLOCK D 11 13 27 X X 3 26 BLOCK A 14X 8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"SS8"SS8"SS8"SS 8"SS 8"SS 8"SS 8"SS 8"SSS S S STA: 7+50.23 ST-A.1 PAV STA: 4+42.74 (578.92' LT)ALLEY DINSTALL: 1 - 10' CURB INLETTC: 631.05 STA: 7+41.04 ST-A.1PAV STA: 4+35.60ALLEY D INSTALL:1 - 45° BEND STA: 4+57.39 ST-A.1PAV STA: 4+06.09ALLEY DEND CURVED PIPERADIUS = 446.5' STA: 4+10.85 ST-A.1PAV STA: 4+03.67ALLEY DBEGIN:CURVED PIPERADIUS = 446.5' STA: 1+10.32 LAT A-8 PAV STA: 4+10.17 (183.00' LT)ALLEY DINSTALL: 1 - 10' CURB INLETTC: 631.28FL: 629.28 STA: 3+41.26 ST-A.1 STA: 1+00.00 LAT A-8PAV STA: 4+03.67ALLEY DINSTALL:1 - 45° WYE STA: 3+11.78 ST-A.1 ???INSTALL:1 - 4' MANHOLE STA: 1+16.38 LAT A-9PAV STA: 4+99.12 (14.51' LT)STREET A INSTALL:1 - 10' CURB INLETTC: ??? FL: 628.46 STA: 1+06.38 LAT A-9PAV STA: 4+99.12 (4.51' LT)STREET A INSTALL:1 - 45° BEND STA: 2+11.81 ST-A.1 PAV STA: 5+03.63 (0.02' RT)STREET AINSTALL: 1 - 45° WYE STA: 2+02.65 ST-A.1STA: 1+00.00 LAT A-10 PAV STA: 5+12.74STREET AINSTALL:1 - 45° WYE STA: 1+20.51 LAT A-10??? INSTALL:1 - 10' CURB INLET STA: 1+85.87 ST-A.1PAV STA: 5+28.88 (3.81' RT) STREET AINSTALL:1 - 60° BEND STA: 2+77.76 ST-ASTA: 1+00.00 ST-A.1PAV STA: 6+06.16 (38.30' LT) STREET AINSTALL:1 - 6' JUNCTION BOXRIM: 633.00 A-9 A-10 A-8 A-7 STA: 2+77.76, ST-ASTA: 1+00.00, ST-A.1INSTALL:1 - 6' JUNCTION BOXSTA: 7+50.23, ST-A.1INSTALL:1 - 10' CURB INLETTC: 639.25STA: 3+11.78, ST-A.1INSTALL:1 - 4' MANHOLESTA: 7+41.04, ST-A.1INSTALL:1 - 45° BENDSTA: 4+57.39, ST-A.1ENDCURVED PIPERADIUS = 446.5'STA: 4+10.85, ST-A.1BEGIN:CURVED PIPERADIUS = 446.5'STA: 3+41.26, ST-A.1STA: 1+00.00, LAT A-8INSTALL:1 - 45° WYESTA: 2+11.81, ST-A.1STA: 1+00.00, LAT A-9INSTALL:1 - 45° WYESTA: 2+02.65, ST-A.1STA: 1+00.00, LAT A-10INSTALL:1 - 45° WYESTA: 1+85.87, ST-A.1INSTALL:1 - 60° BENDFL 33' STORM: 627.75FL 33' STORM: 627.75FL 30' STORM: 627.75FL 18' STORM: 635.25FL 30' STORM: 628.39FL 18' STORM: 628.39FL 18' STORM: 635.11FL 18' STORM: 635.11FL 18' STORM: 630.67FL 18' STORM: 630.67FL 18' STORM: 629.94FL 18' STORM: 629.94FL 18' STORM: 628.85FL 18' STORM: 628.85FL 18' STORM: 628.85FL 30' STORM: 628.09FL 18' STORM: 627.99FL 30' STORM: 628.09FL 30' STORM: 628.05FL 18' STORM: 627.95FL 30' STORM: 628.05FL 30' STORM: 628.01FL 30' STORM: 628.01PROPOSED ℄ GRADE EXISTING GRADE BYDATEREVISIONSNo.DATESHEET NUMBER CHECKED BY:SCALE:DESIGNED BY:DRAWN BY:KHA PROJECT10/6/22 PHONE: 972-770-1300 FAX: 972-239-3820WWW.KIMLEY-HORN.COM TX F-928© 2021 KIMLEY-HORN AND ASSOCIATES, INC. LAST SAVED 10/6/2022 10:30 AMPLOTTED BY GINDT, DYLAN 10/6/2022 10:46 AMDWG PATH K:\DAL_Civil\064514100-Carillon\CAD\Single Family\PlanSheetsDWG NAME C-Storm-Phase 1.dwg , [ ST-A.1 ]IMAGESXREFS xBrdr (22x34) : xbndy : xexbase : xExTrees-Survey : xexutil : xRoad-SF : xSingleFamily : xStrm-SF : xUtil-SF : xLabel : xPave-WC : xStrm-WC : xEsmt-Commerical : oStorm-SF13455 NOEL ROAD, TWO GALLERIA OFFICE TOWER,SUITE 700, DALLAS, TX 75240AS NOTEDJWHMTRJWHEngineer P.E. No.Date Not for construction or permit purposes.FOR REVIEW ONLY 10/6/2022124909 JOSEPH HORNISHER SE N. WHITE CHAPEL BLVD & E. KIRKWOODBLVD CITY OF SOUTHLAKE, TEXAS CARILLON PARCPREPARED FORHCCP PROPERTY PARTNERS064514100STORM PLAN & PROFILEST-A.1C-404 NORTH PROFILE SCALE FL 42' STORM: 618.38FL 42' STORM: 618.3842" STORM @ 0.81% 42" STORM @ 0.81%FL 42' STORM: 618.33FL 42' STORM: 618.33FL 42' STORM: 618.33FL 42' STORM: 619.63FL 18' STORM: 620.63FL 42' STORM: 619.63FL 42' STORM: 618.38FL 42' STORM: 618.38FL 36' STORM: 624.12FL 24' STORM: 624.62FL 36' STORM: 624.12FL 42' STORM: 622.72FL 36' STORM: 622.72FL 36' STORM: 625.60FL 36' STORM: 623.93FL 36' STORM: 623.93FL 36' STORM: 623.82FL 36' STORM: 623.82FL 36' STORM: 625.16FL 18' STORM: 625.91FL 36' STORM: 625.16FL 42' STORM: 621.13FL 18' STORM: 623.94FL 42' STORM: 621.13STA: 11+24.18, EX. SD-4STA: 1+00.06, ST-BEX. 6' X 5' JUNCTION BOXPER CARILLION PHASE 1ARIM: 626.5±STA: 2+60.47, ST-BSTA: 1+00.00, LAT B-6INSTALL:1 - 4' JUNCTION BOXRIM: 629.5±STA: 1+06.15, ST-BINSTALL:1 - 45° BENDSTA: 8+14.02, ST-BSTA: 1+00.00, ST-B.1INSTALL:1 - 4' JUNCTION BOXRIM: 634.0±STA: 6+41.54, ST-BINSTALL:1 - 4' JUNCTION BOXRIM: 632.1±STA: 9+96.43, ST-BSTUB TO COMMERICAL TRACTSTA: 7+91.18, ST-BINSTALL:1 - 45° BENDSTA: 7+77.04, ST-BINSTALL:1 - 45° BENDSTA: 9+42.78, ST-BSTA: 1+00.02, LAT B-1INSTALL:1 - 45° WYESTA: 4+45.47, ST-BSTA: 1+00.00, LAT B-5INSTALL:1 - 45° WYEPROPOSED ℄ GRADE EXISTING GRADE STREET A (A 51' RIGHT-OF-WAY)STREET E(A 51' RIGHT-OF-WAY)ALLEY D ALLEY ESTREET A (A 51' RIGHT-OF-WAY)718241213141523222120191716109845614BLOCK DBLOCK DBLOCK E13XXX141131262521 14X8"W8"W8"W8"W 8"W 8"W 8"W 8"W 8"W 8"W8"W 8"W 8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"SS8"SS8"SS8"SS8"SS8"SS8"SS8"SS 8"SS 8"SS8"SS8"SS8"SSSSSSSS8"WWWSDSD8"W 8"W8"SS8"SS8"SS8"SS8"SS8"SS8"SS8"SS8"SS8"SS8"SS8"SS8"SSCARILLON PHASE 1AINST.NO. D211101073P.R.T.C.T.OPEN SPACECITY OF SOUTHLAKEZONING: PARKFLUM: MIXED USERIVIERA DRIVE(A VARIABLE WIDTH RIGHT-OF-WAY)(A 51' RIGHT-OF-WAY)5/8" IRFC"JACOBS"5/8" IRFC"JACOBS"5/8" IRFC "JACOBS"5/8" IRFC"JACOBS"5/8" IRFC"JACOBS"STA: 8+14.02 ST-BSTA: ??? LAT B-1 PAV STA: 2+57.17 (0.00' )STREET AINSTALL: 1 - 4' JUNCTION BOXRIM: 634.04 STA: 6+41.54 ST-BPAV STA: 2+90.00ALLEY D INSTALL:1 - 4' JUNCTION BOXRIM: 632.12 STA: 7+91.18 ST-B PAV STA: 2+80.00ALLEY DINSTALL: 1 - 45° BEND STA: 7+77.04 ST-BPAV STA: 2+90.00 (10.00' RT) STREET AINSTALL:1 - 45° BEND STA: 1+14.17 LAT B-1PAV STA: 1+18.42 STREET AINSTALL:1 - 45° BEND STA: 1+34.15 LAT B-1 PAV STA: 9+45.36 (7.75' LT)ALLEY CINSTALL: 1 - 10' CURB INLETTC: 632.82FL: 629.11 STA: 9+42.78 ST-BSTA: 1+00.02 LAT B-1PAV STA: 6+82.78 STREET BINSTALL:1 - 45° WYE STA: 9+96.43 ST-BPAV STA: 1+00.00STREET E STUB TO COMMERICAL TRACT STA: 4+45.47 ST-BSTA: 1+00.00 LAT B-5PAV STA: 4+86.07ALLEY DINSTALL:1 - 45° WYE STA: 1+14.85 LAT B-5???INSTALL: 1 - 10' CURB INLET???FL: 627.16 STA: 2+60.47 ST-BSTA: 1+00.00 LAT B-6PAV STA: 6+71.07 (0.00' LT) ALLEY DINSTALL:1 - 4' JUNCTION BOX RIM: 629.45 STA: 2+60.47 ST-BPAV STA: 6+88.63 ALLEY DINSTALL:1 - 45° BEND STA: 1+26.75 LAT B-6??? INSTALL:1 - 10' CURB INLET???FL: 625.54 STA: 1+06.15 ST-B PAV STA: 7+62.89ALLEY AINSTALL: 1 - 45° BEND STA: 11+24.18 EX. SD-4PAV STA: 7+62.50ALLEY A EX. 6' X 5' JUNCTION BOXPER CARILLION PHASE 1A B-1 B-5 B-6 BYDATEREVISIONSNo.DATESHEET NUMBER CHECKED BY:SCALE:DESIGNED BY:DRAWN BY:KHA PROJECT10/6/22 PHONE: 972-770-1300 FAX: 972-239-3820WWW.KIMLEY-HORN.COM TX F-928© 2021 KIMLEY-HORN AND ASSOCIATES, INC. LAST SAVED 10/6/2022 10:30 AMPLOTTED BY GINDT, DYLAN 10/6/2022 10:46 AMDWG PATH K:\DAL_Civil\064514100-Carillon\CAD\Single Family\PlanSheetsDWG NAME C-Storm-Phase 1.dwg , [ ST-B ]IMAGESXREFS xBrdr (22x34) : xbndy : xexbase : xExTrees-Survey : xexutil : xRoad-SF : xSingleFamily : xStrm-SF : xUtil-SF : xLabel : xPave-WC : xStrm-WC : xEsmt-Commerical : oStorm-SF13455 NOEL ROAD, TWO GALLERIA OFFICE TOWER,SUITE 700, DALLAS, TX 75240AS NOTEDJWHMTRJWHEngineer P.E. No.Date Not for construction or permit purposes.FOR REVIEW ONLY 10/6/2022124909 JOSEPH HORNISHER SE N. WHITE CHAPEL BLVD & E. KIRKWOODBLVD CITY OF SOUTHLAKE, TEXAS CARILLON PARCPREPARED FORHCCP PROPERTY PARTNERS064514100STORM PLAN & PROFILEST-BC-405NORTHPROFILE SCALE FL 36' STORM: 624.12FL 24' STORM: 624.62FL 36' STORM: 624.12FL 24' STORM: 634.27FL 24' STORM: 625.45FL 18' STORM: 626.48FL 24' STORM: 625.45FL 24' STORM: 625.81FL 18' STORM: 626.81FL 24' STORM: 625.81FL 24' STORM: 628.00FL 24' STORM: 628.00FL 24' STORM: 630.11FL 24' STORM: 630.11FL 24' STORM: 633.57FL 24' STORM: 633.57STA: 8+14.02, ST-BSTA: 1+00.00, ST-B.1INSTALL:1 - 4' JUNCTION BOXSTA: 3+82.93, ST-B.1INSTALL:1 - 10' CURB INLETTC: 638.27STA: 1+24.39, ST-B.1STA: 1+00.00, LAT B-4INSTALL:1 - 30° WYESTA: 1+35.00, ST-B.1STA: 1+00.00, LAT B-3INSTALL:1 - 45° WYESTA: 1+99.07, ST-B.1INSTALL:1 - 3° JOINT DEFELCTIONSTA: 2+60.86, ST-B.1INSTALL:1 - 3° JOINT DEFELECTIONSTA: 3+62.43, ST-B.1INSTALL:1 - 45° BENDPROPOSED ℄ GRADE EXISTING GRADE STREET D (A 51' RIGHT-OF-WA Y )STREET A(A 51' RIGHT-OF-WAY)STREET E ALLEY D720 6 23 22 21 16 19 18 17 5 11 7 8 9 10 13 12 13 14 15 16 10 9 8 1415 12 BLOCK B BLOCK C BLOCK D 15X 14 118"W8"W8"W8"W 8"W 8"W 8"W 8"W 8"W 8"W8"W8"W8"W8"SS8"SS8"SS8"SS8"SS8"SS8"SS 8"SS 8"SS 8"SS 8"SS S S S S 8"SS S D 8"W8"W8"W8"SS8"SS8"SS8"SSFRANSDEN CHRISTOPHER M ZONING: ECZ FLUM: MIXED USE BENOIT ROBERT ZONING: ECZ FLUM: MIXED USE FLURY JANE ZONING: ECZ FLUM: MIXED USE CLARK JAMES C ZONING: ECZ FLUM: MIXED USE HUSAIN ASIF ZONING: ECZ FLUM: MIXED USE MONTE CARLO DRIV E (51-FOOT WIDE RIG H T - O F - W A Y ) STA: 3+82.93 ST-B.1 PAV STA: 5+37.07 (14.50' RT)STREET DINSTALL:1 - 10' CURB INLET TC: 638.27FL: 634.27 STA: 3+62.43 ST-B.1PAV STA: 5+51.57STREET D INSTALL:1 - 45° BEND STA: 2+60.86 ST-B.1PAV STA: 6+53.14STREET D INSTALL:1 - 3° JOINT DEFELECTION STA: 1+99.07 ST-B.1PAV STA: 7+14.96STREET D INSTALL:1 - 3° JOINT DEFELCTION STA: 1+20.51 LAT B-3 PAV STA: 7+64.53 (14.50' LT)STREET DINSTALL: 1 - 10' CURB INLETTC: 634.86FL: 630.86 STA: 1+29.00 LAT B-4 PAV STA: 7+64.53 (14.50' RT)STREET DINSTALL: 1 - 10' CURB INLETTC: 634.86FL: 630.86 STA: 1+35.00 ST-B.1STA: 1+00.00 LAT B-3 PAV STA: 7+79.03STREET DINSTALL: 1 - 45° WYE STA: 1+24.39 ST-B.1STA: 1+00.00 LAT B-4PAV STA: 7+89.65 STREET DINSTALL:1 - 30° WYE STA: 8+14.02 ST-BSTA: 1+00.00 ST-B.1PAV STA: 6+89.96 (313.50' RT) STREET BINSTALL:1 - 4' JUNCTION BOX RIM: 634.04 B-2 B-4 B-3 BYDATEREVISIONSNo.DATESHEET NUMBER CHECKED BY:SCALE:DESIGNED BY:DRAWN BY:KHA PROJECT10/6/22 PHONE: 972-770-1300 FAX: 972-239-3820WWW.KIMLEY-HORN.COM TX F-928© 2021 KIMLEY-HORN AND ASSOCIATES, INC. LAST SAVED 10/6/2022 10:30 AMPLOTTED BY GINDT, DYLAN 10/6/2022 10:46 AMDWG PATH K:\DAL_Civil\064514100-Carillon\CAD\Single Family\PlanSheetsDWG NAME C-Storm-Phase 1.dwg , [ ST-B.1 ]IMAGESXREFS xBrdr (22x34) : xbndy : xexbase : xExTrees-Survey : xexutil : xRoad-SF : xSingleFamily : xStrm-SF : xUtil-SF : xLabel : xPave-WC : xStrm-WC : xEsmt-Commerical : oStorm-SF13455 NOEL ROAD, TWO GALLERIA OFFICE TOWER,SUITE 700, DALLAS, TX 75240AS NOTEDJWHMTRJWHEngineer P.E. No.Date Not for construction or permit purposes.FOR REVIEW ONLY 10/6/2022124909 JOSEPH HORNISHER SE N. WHITE CHAPEL BLVD & E. KIRKWOODBLVD CITY OF SOUTHLAKE, TEXAS CARILLON PARCPREPARED FORHCCP PROPERTY PARTNERS064514100STORM PLAN & PROFILEST-B.1C-406NORTHPROFILE SCALE 24" STORM @ 5.99%FL 30' STORM: 623.51FL 24' STORM: 623.52FL 30' STORM: 623.51FL 24' STORM: 626.17FL 24' STORM: 626.17FL 24' STORM: 625.79FL 24' STORM: 625.79FL 24' STORM: 625.19FL 18' STORM: 625.44FL 24' STORM: 625.19FL 24' STORM: 626.77STA: 16+99.52, EX. SD-4STA: 1+00.00, ST-CINSTALL:1 - 4' JUNCTION BOXRIM: 630.7±STA: 1+44.35, ST-CINSTALL:1 - 45° WYESTA: 1+37.99, ST-CINSTALL:1 - 45° BENDSTA: 1+27.99, ST-CINSTALL:1 - 45° WYESTA: 1+54.35, ST-CINSTALL:1 - 10' CURB INLETTC: 630.77PROPOSED ℄ GRADEEXISTING GRADE STREET E (A 51' RIGHT-OF-WAY)ALLEY F13 12 1310 BLOCK E X 14 11 6 1 22 8"W8"W8"W8"W8"W8"W8"W8"W8"W8"SS8"SS8"SS8"SS8"SSS S 8"W8"SS 8"W8"W8"W8"W8"SS8"SS8"SS8"SSCARILLON PHASE 2 A - 1 INST. NO. D2130151 3 4 P.R.T.C.T. ZONING: ECZ FLUM: MIXED USE HUSAIN ASIF ZONING: ECZ FLUM: MIXED USE MARCIANO PAUL ZONING: ECZ FLUM: MIXED USE ELVING CARL ZONING: ECZ FLUM: MIXED USE VALLERIE JAMES ZONING: ECZ FLUM: MIXED USE MONTE CARLO DRIV E (51-FOOT WIDE RIGH T - O F - W A Y ) 5/8" IRFC "JACOBS" 5/8" IRFC "JACOBS" 5/8" IRFC C-1 C-0 C-2 C-3 STA: 1+54.35 ST-CPAV STA: 3+60.00 (14.50' RT)STREET E INSTALL:1 - 10' CURB INLETTC: 630.77 STA: 1+20.51 LAT C-1PAV STA: 3+60.00 (14.50' LT)STREET E INSTALL:1 - 10' CURB INLETTC: 630.77 FL: 626.77 STA: 1+44.35 ST-CPAV STA: 3+60.00 STREET EINSTALL:1 - 45° WYE STA: 1+37.99 ST-CPAV STA: 3+64.50STREET E INSTALL:1 - 45° BEND STA: 1+27.99 ST-CSTA: 1+00.00 LAT C-1PAV STA: 3+74.50 STREET EINSTALL:1 - 45° WYE STA: 16+99.52 EX. SD-4STA: 1+00.00 ST-C PAV STA: 4+02.49 (0.00' )STREET EINSTALL: 1 - 4' JUNCTION BOXRIM: 630.67 STA: 1+10.73 LAT C-3PAV STA: 16+60.39EX. SD-4 INSTALL:1 - 10' CURB INLET STA: 16+52.76 EX. SD-4 STA: 0+99.97LAT C-3INSTALL: 1 - 45° WYE STA: 17+46.98 EX. SD-4 STA: 0+99.99LAT C-2INSTALL: 1 - 45° WYE BYDATEREVISIONSNo.DATESHEET NUMBER CHECKED BY:SCALE:DESIGNED BY:DRAWN BY:KHA PROJECT10/6/22 PHONE: 972-770-1300 FAX: 972-239-3820WWW.KIMLEY-HORN.COM TX F-928© 2021 KIMLEY-HORN AND ASSOCIATES, INC. LAST SAVED 10/6/2022 10:30 AMPLOTTED BY GINDT, DYLAN 10/6/2022 10:46 AMDWG PATH K:\DAL_Civil\064514100-Carillon\CAD\Single Family\PlanSheetsDWG NAME C-Storm-Phase 1.dwg , [ ST-C ]IMAGESXREFS xBrdr (22x34) : xbndy : xexbase : xExTrees-Survey : xexutil : xRoad-SF : xSingleFamily : xStrm-SF : xUtil-SF : xLabel : xPave-WC : xStrm-WC : xEsmt-Commerical : oStorm-SF13455 NOEL ROAD, TWO GALLERIA OFFICE TOWER,SUITE 700, DALLAS, TX 75240AS NOTEDJWHMTRJWHEngineer P.E. No.Date Not for construction or permit purposes.FOR REVIEW ONLY 10/6/2022124909 JOSEPH HORNISHER SE N. WHITE CHAPEL BLVD & E. KIRKWOODBLVD CITY OF SOUTHLAKE, TEXAS CARILLON PARCPREPARED FORHCCP PROPERTY PARTNERS064514100STORM PLAN & PROFILEST-CC-407 PROFILE SCALE NORTH FL 24' STORM: 635.50FL 24' STORM: 635.50FL 24' STORM: 638.83FL 24' STORM: 638.83FL 24' STORM: 640.67FL 24' STORM: 640.30FL 24' STORM: 640.30FL 24' STORM: 640.10FL 24' STORM: 640.10FL 24' STORM: 639.83FL 24' STORM: 639.83FL 24' STORM: 632.25FL 36' STORM: 631.25FL 24' STORM: 634.63FL 24' STORM: 634.63FL 36' STORM: 630.36FL 36' STORM: 630.36FL 36' STORM: 628.88STA: 4+92.03, ST-DINSTALL:1 - 45° WYESTA: 7+24.65, ST-DINSTALL:1 - 4' JUNCTION BOXBEGIN CURVED PIPER = 400'STA: 8+52.90, ST-DINSTALL:1 - 10' CURB INLETTC: 644.67STA: 8+27.03, ST-DINSTALL:1 - 45° BENDSTA: 8+12.77, ST-DINSTALL:1 - 45° BENDSTA: 7+93.91, ST-DINSTALL:1 - 45° WYESTA: 2+65.67, ST-DINSTALL:1 - 4' JUNCTION BOXBEND CURVED PIPER = 400'STA: 4+31.45, ST-DINSTALL:1 - 45° WYESTA: 2+03.69, ST-DINSTALL:1 - 45° WYESTA: 1+00.00, ST-DINSTALL:1 - TEMPORARY HEADWALLPROPOSED ℄ GRADE EXISTING GRADE 24" STORM @ -1. 4 3 % 24" STORM @ -1. 4 3 % 36" STORM @ -1. 4 3 %8"SS8"SS8"SSSSS8"W 8"W 8"W 8"W 8"W 8"W 8"W 8"W 8"W 8"W 8"W 8"SS8"SS8"SS8"SS8"SS8"W8"W8"W 8"W 8"W 8" W 8 "WFL FL FL FL FL FL FL FL FL FL FL FL FL FL FL FLFLFL FL FL FL FL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFL FLFLFLGFFFOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE20"W 20"W 20"W 20"W 20"W20"W12"W 12"W 12"W 12"W 12"W12"W12"W 20"W20"W20"WSTATE HIGHWAY 114(A VARIABLE WIDTH RIGHT-OF-WAY)1+002+003+004+00 5+00 6+00 7+00 8+00 STA: 8+52.90 ST-DPAV STA: 2+30.77 (35.96' LT) STREET FINSTALL:1 - 10' CURB INLET ??? STA: 8+27.03 ST-DPAV STA: 2+30.77 (10.08' LT) STREET FINSTALL:1 - 45° BEND STA: 8+12.77 ST-DPAV STA: 2+40.85 STREET FINSTALL:1 - 45° BEND STA: 7+93.91 ST-D???INSTALL: 1 - 45° WYE STA: 7+24.65 ST-D PAV STA: 2+61.59COMMERCIAL DRIVEINSTALL:1 - 4' JUNCTION BOX BEGIN CURVED PIPER = 400'RIM: 643.39 STA: 4+92.03 ST-DPAV STA: 5+61.59 STREET FINSTALL:1 - 45° WYE STA: 4+31.45 ST-D PAV STA: 6+22.17 STREET FINSTALL:1 - 45° WYE STA: 2+65.67 ST-DPAV STA: 7+87.95STREET F INSTALL:1 - 4' JUNCTION BOXBEND CURVED PIPE R = 400'RIM: 638.58 STA: 2+03.69 ST-D PAV STA: 8+49.93STREET FINSTALL: 1 - 45° WYE STA: 1+00.00 ST-DPAV STA: 1+84.70 (51.71' RT)COMMERCIAL DRIVE 2 INSTALL:1 - TEMPORARY HEADWALL BYDATEREVISIONSNo.DATESHEET NUMBER CHECKED BY:SCALE:DESIGNED BY:DRAWN BY:KHA PROJECT10/6/22 PHONE: 972-770-1300 FAX: 972-239-3820WWW.KIMLEY-HORN.COM TX F-928© 2021 KIMLEY-HORN AND ASSOCIATES, INC. LAST SAVED 10/6/2022 10:30 AMPLOTTED BY GINDT, DYLAN 10/6/2022 10:46 AMDWG PATH K:\DAL_Civil\064514100-Carillon\CAD\Single Family\PlanSheetsDWG NAME C-Storm-Phase 1.dwg , [ ST-D ]IMAGESXREFS xBrdr (22x34) : xbndy : xexbase : xExTrees-Survey : xexutil : xRoad-SF : xSingleFamily : xStrm-SF : xUtil-SF : xLabel : xPave-WC : xStrm-WC : xEsmt-Commerical : oStorm-SF13455 NOEL ROAD, TWO GALLERIA OFFICE TOWER,SUITE 700, DALLAS, TX 75240AS NOTEDJWHMTRJWHEngineer P.E. No.Date Not for construction or permit purposes.FOR REVIEW ONLY 10/6/2022124909 JOSEPH HORNISHER SE N. WHITE CHAPEL BLVD & E. KIRKWOODBLVD CITY OF SOUTHLAKE, TEXAS CARILLON PARCPREPARED FORHCCP PROPERTY PARTNERS064514100STORM PLAN & PROFILEST-DC-408 PROFILE SCALENORTH BY DATE REVISIONSNo.DATESHEET NUMBERCHECKED BY: SCALE: DESIGNED BY: DRAWN BY: KHA PROJECT 10/6/22 PHONE: 972-770-1300 FAX: 972-239-3820 WWW.KIMLEY-HORN.COM TX F-928 © 2021 KIMLEY-HORN AND ASSOCIATES, INC. LAST SAVED 10/6/2022 10:11 AMPLOTTED BY GINDT, DYLAN 10/6/2022 10:46 AMDWG PATH K:\DAL_Civil\064514100-Carillon\CAD\Single Family\PlanSheetsDWG NAME C-Storm-Calcs.dwg , [ CALC-1 ]IMAGESXREFS xBrdr (22x34) 13455 NOEL ROAD, TWO GALLERIA OFFICE TOWER,SUITE 700, DALLAS, TX 75240 AS NOTED JWH MTR JWH EngineerP.E. No.DateNot for construction or permit purposes.FOR REVIEW ONLY10/6/2022124909JOSEPH HORNISHERSE N. WHITE CHAPEL BLVD & E. KIRKWOOD BLVD CITY OF SOUTHLAKE, TEXAS CARILLON PARC PREPARED FOR HCCP PROPERTY PARTNERS 064514100 C-409DRAINAGE CALCULATIONS (1 OF 2) BY DATE REVISIONSNo.DATESHEET NUMBERCHECKED BY: SCALE: DESIGNED BY: DRAWN BY: KHA PROJECT 10/6/22 PHONE: 972-770-1300 FAX: 972-239-3820 WWW.KIMLEY-HORN.COM TX F-928 © 2021 KIMLEY-HORN AND ASSOCIATES, INC. LAST SAVED 10/6/2022 10:11 AMPLOTTED BY GINDT, DYLAN 10/6/2022 10:47 AMDWG PATH K:\DAL_Civil\064514100-Carillon\CAD\Single Family\PlanSheetsDWG NAME C-Storm-Calcs.dwg , [ CALC-2 ]IMAGESXREFS xBrdr (22x34) 13455 NOEL ROAD, TWO GALLERIA OFFICE TOWER,SUITE 700, DALLAS, TX 75240 AS NOTED JWH MTR JWH EngineerP.E. No.DateNot for construction or permit purposes.FOR REVIEW ONLY10/6/2022124909JOSEPH HORNISHERSE N. WHITE CHAPEL BLVD & E. KIRKWOOD BLVD CITY OF SOUTHLAKE, TEXAS CARILLON PARC PREPARED FOR HCCP PROPERTY PARTNERS 064514100 C-410DRAINAGE CALCULATIONS (2 OF 2) 8"SS8"SS8"SS8"SSS S S S E SGTT W W GFF G G F F WWG GF F G G S D S F F G G F G F F T G OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHEOHEOHEOHEOHEOHEOHEOHEOHE D 2 0 "W 20"W 20"W 20"W 20"W 20"W 20"W8"W8"W8"W8"W8"W8"W8"W 12"W 12"W 12"W 12"W 12"W 12"W 12"W 12"W20"W8"SS 8"SS 8"SS8"SS8"SS8"SS8 "SS20"W20"W20"W20"WCARILLON PHASE 1AINST. NO. D211101073 P.R.T.C.T. CARILLON PHASE 1AINST.NO. D211101073 P.R.T.C.T. OPEN SPACE OPEN SPACE CARILLON PHASE 2A-1 INST. NO. D213015134 P.R.T.C.T. CARILLON PHASE 2A-2 INST. NO. D213015133P.R.T.C.T. SOUTHLAKE JOINTVENTURE, LLCINST. NO. D217205606 O.P.R.T.C.T. HOPKINS DALLAS PROPERTIES, LTD.INST. NO. D201201397O.P.R.T.C.T. TRACT 2 BRIAN ZVONECEK INST. NO. D204133485 O.P.R.T.C.T. FRANCIS SHIVERS INST. NO. D212271966 O.P.R.T.C.T. THE SHIVERS FAMILY PARTNERSHIP, LTD. VOL. 13218, PG. 461 D.R.T.C.T. WATER LINE EASEMENTINST. NO. D211236610O.P.R.T.C.T. CITY OF SOUTHLAKEZONING: ECZFLUM: MIXED USE STEWARTKRISTOPHERZONING: ECZFLUM: MIXED USECITY OF SOUTHLAKEZONING: PARKFLUM: MIXED USETODD ATWOOD ZONING: ECZ FLUM: MIXED USE KRISTOPHER LARDIS ZONING: ECZ FLUM: MIXED USE MAY MARTHA L ZONING: ECZ FLUM: MIXED USE GUTHRIE JACQUELINE ZONING: ECZ FLUM: MIXED USE MEAD MICHAEL E ZONING: ECZ FLUM: MIXED USE BRYCE DANIEL L ZONING: ECZ FLUM: MIXED USE FRANSDEN CHRISTOPHER M ZONING: ECZ FLUM: MIXED USE BENOIT ROBERT ZONING: ECZ FLUM: MIXED USE LEE ERVING ZONING: ECZ FLUM: MIXED USE FLURY JANE ZONING: ECZ FLUM: MIXED USE CLARK JAMES C ZONING: ECZ FLUM: MIXED USE HUSAIN ASIF ZONING: ECZ FLUM: MIXED USE MARCIANO PA U L ZONING: ECZ FLUM: MIXED U S E ELVING CARL ZONING: ECZ FLUM: MIXED U S E MISRA NILAM B E N R ZONING: ECZ FLUM: MIXED U S E CLARK ROBER T K ZONING: ECZ FLUM: MIXED U S E VALLERIE JAM E S ZONING: ECZ FLUM: MIXED U S E BURCH MIKE J ZONING: ECZ FLUM: MIXED U S E COUCH JOHN A N D P E G G Y REVOCABLE T R U S T ZONING: ECZ FLUM: MIXED U S E DUNCAN BRIA N ZONING: ECZ FLUM: MIXED U S E BIEKER RON ZONING: ECZ FLUM: MIXED U S E MCCAW NEIL ZONING: ECZ FLUM: MIXED U S E RUCCI COREY ZONING: ECZ FLUM: MIXED U S E BOISSEVAIN D A V I D ZONING: ECZ FLUM: MIXED U S E SMITH MICHAE L A ZONING: ECZ FLUM: MIXED U S E DIGIOVANNI R Y A N A ZONING: ECZ FLUM: MIXED U S E STA T E H I G H W A Y 1 1 4 (A VA R I A B L E W I D T H R I G H T - O F - W A Y )WHITE CHAPEL BOULEVARD(A VARIABLE WIDTH RIGHT-OF-WAY)E. KIRKWOOD BOULEVARD (A VARIABLE WIDTH RIGHT-OF-WAY)RIVIERA DRIVE(A VARIABLE WIDTH RIGHT-OF-WAY)MONTE CAR L O D R I V E (51-FOOT WI D E R I G H T - O F - W A Y ) PALLADIAN D R I V E (90-FOOT WI D E R I G H T - O F - W A Y ) CARI L L O N C O U R T (63-F O O T W I D E R I G H T - O F - W A Y )RIV IERA DR IVE (A VAR IABLE W IDTH R IGHT-OF-WAY )WHITE CHAPEL BOULEVARD(A VARIABLE WIDTH RIGHT-OF-WAY)ST. TROPEZDRIVE(A 51' RIGHT-OF-WAY)FLFLF L F L FLFLFL FLFLFLFLFL EXISTING TREEEXTENTS TO SAVE 10 812 5 12 12 9 12 10 8 10 12 11 11 12 8" WATER 8" WATER6" SSWR6" SSWR 6" SSWR 8" SSWR8" SSWREX. 8" SSWREX. 8" SSWR 8" WATER 8" WATER8" WATER8" WATEREX. 8" WATEREX. 8" WATEREX. 12" WATER EX. 20" WATER8" SSWR 8" SSWREX. 2 0 " W A T E R EX. 8" S S W R 8" SS W R 8" SSWR 8" SSWR8" SSWR 8" SSWR 8" WATE R 8" WAT E R 8" WATER 8" WATER8" W A T E R 8 " WA T E R EX. 2 0 " W A T E R EX. 2 0 " W A T E R EX. 8" W A T E REX. 20" WATER8"W8"W8"W8"W8"W8"W8"W8"W8"W 8"W 8"W 8"W8"W8"W8"W8"SS8"SS8"SS8"SS8"SS8"SS 8"SS 8"SS8"SS8"SS S S S S S S S S S S S S S 8"SSS S S S S 8"W8"W8"W8"W8"W8 "W 8"W 8"SS 8"SS 8"SS 8"SS8"SS8" W 8"W8"SS8"SS8"SS8"SSS S S S FH FH FH FH FH FH FH FH FH FH FH FH FH FH FH FH FH FH FH FH FH FH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH MH STREET B (A 51' RIGHT-OF-WAY) STREET D (A 51' RIGHT-OF-WAY)STREET A(A 51' RIGHT-OF-WAY)STREET E (A 51' RIGHT-OF-WAY)ALLEY C ALLEY DALLEY FALLEY B ALLEY A ALLEY E STREET C(A 51' RIGHT-OF-WAY)STREET A(A 51' RIGHT-OF-WAY)FH MH FH 7 6 20 6 5 18 24 10 107354289 12 25 24 23 22 21 16191817 1 2 4 5 1178910 13 12 9 8 7 6 2 4 1 13 14 15 23 22 21 20 19 17 16 10 9 8 4 5 6 3 3 11 1415 12 BLOCK A X BLOCK B BLOCK B BLOCK C BLOCK D BLOCK D BLOCK E12X BLOCK F BLOCK F BLOCK F BLOCK F BLOCK G BLOCK G BLOCK G BLOCK F 8 6 2 3 1 3 2 4 5 BLOCK F 1 11 12 13 13 27 15 BLOCK F BLOCK F X X X X X X X *BLOCK H *BLOCK H BLOCK H * 14 11 26 1 3 1 26 25 2 BLOCK A BLOCK F BLOCK H 3 6 7 5 4 1 22 X 14X 2 9 * 1 7 4 3 5' SSWR MH CONNECT TO EX.SWWR MH CONNECT TO EX. 8"SSWR W/ MH CONNECT TO EX.8" WATER CONNECT EX.8" SSWR END & STUB 8" SSWR CONNECT EX.20" WATER CONNECT EX.20" WATER CONNECT TOEX. 8" WATER EX. WATER STUB TO BE CUT & CAPPED SANITARY SEWEREASEMENT COMMON ACCESS,FIRELANE, DRAINAGE, AND UTILITY EASEMENTSEWER EASEMENT COMMON ACCESS,FIRELANE, DRAINAGE AND UTILITY EASEMENT SANITARY SEWEREASEMENT SANITARY SEWEREASEMENT DRAINAGE EASEMENT DRAINAGEEASEMENT UTILITY EASMENT COMMON ACCESS,FIRELANE, DRAINAGE, AND UTILITY EASEMENT PEDESTRIAN ACCESSEASEMENT PEDESTRIAN ACCESS EASEMENT LANDSCAPE SETBACK VISIBILITY EASEMENT PEDESTRIAN ACCESS EASEMENT PEDESTRIAN ACCESS EASEMENT UTILITY EASEMENT SEWER EASEMENT C-500 BYDATEREVISIONSNo.DATESHEET NUMBER CHECKED BY:SCALE:DESIGNED BY:DRAWN BY:KHA PROJECT10/6/22 PHONE: 972-770-1300 FAX: 972-239-3820WWW.KIMLEY-HORN.COM TX F-928© 2021 KIMLEY-HORN AND ASSOCIATES, INC. LAST SAVED 10/6/2022 10:11 AMPLOTTED BY GINDT, DYLAN 10/6/2022 10:47 AMDWG PATH K:\DAL_Civil\064514100-Carillon\CAD\Single Family\PlanSheetsDWG NAME C-Utility-Overall-SF.dwg , [ PRELIMINARY UTILITY PLAN ]IMAGESXREFS xBrdr (22x34) : xSingleFamily : xbndy : xexbase : xexutil : xUtil-SF : xUtil-Commerical : xLabel : xHardscape-SF : xEsmt-Commerical : xBase-Commerical13455 NOEL ROAD, TWO GALLERIA OFFICE TOWER,SUITE 700, DALLAS, TX 75240AS NOTEDJWHMTRJWHEngineer P.E. No.Date Not for construction or permit purposes.FOR REVIEW ONLY 10/6/2022124909 JOSEPH HORNISHER SE N. WHITE CHAPEL BLVD & E. KIRKWOODBLVD CITY OF SOUTHLAKE, TEXAS CARILLON PARCPREPARED FORHCCP PROPERTY PARTNERS064514100BENCHMARKS ELEVATIONS BASED ON NORTH AMERICANVERTICAL DATUM 1988 BM#1 SQUARE WITH "X" CUT SET ON CONCRETECURB INLET, WEST SIDE OF TURN LANE MEDIAN, AT THE SOUTHEAST INTERSECTION OF STATEHIGHWAY 114 AND WHITE CHAPEL BOULEVARD.ELEV=638.47 BM#2 SQUARE WITH "X" CUT SET ON CONCRETE,EAST END OF CENTERLINE MEDIAN ALONG EAST KIRKLAND BOULEVARD, ±50 FEET WEST OF THE CENTERLINE INTERSECTION OF EAST KIRKLANDBOULEVARD AND RIVIERA DRIVE.ELEV=627.01 BM#3 SQUARE WITH "X" CUT SET ON CONCRETECURB INLET, NORTH SIDE OF STATE HIGHWAY 114, ±1435 FEET SOUTHEAST OF THE CENTERLINEINTERSECTION OF STATE HIGHWAY 114 ANDWHITE CHAPEL BOULEVARD. ELEV=622.41 OVERALL UTILITY PLANNORTH PROPERTY LINERIGHT-OF-WAY PAVEMENT B-B PROPERTY LINETYPICAL UTILITY LOCATION FIREHYDRANT WATER SANITARYSEWER STORMSEWER C.L.3'5' 6' PROPERTY LINE PROPOSED SANITARY SEWER LINE PROPOSED WATER LINE PROPOSED SANITARY SEWER MANHOLE PROPOSED SANITARY SEWER CLEANOUT SANITARY SEWER FLOW DIRECTION PROPOSED FIRE HYDRANT PROPOSED TAPPING SLEEVE & VALVE IRRIGATION SLEEVE EXISTING OVERHEAD POWER LINE EXISTING WATER LINE EXISTING SANITARY SEWER LINE EXISTING STORM SEWER LINE EXISTING POWER POLE EXISTING FIRE HYDRANT EXISTING WATER METER EXISTING SANITARY SEWER MANHOLE UTILITY LEGEND 1. FIRE HYDRANTS, VALVES, FITTINGS, ETC. SHOWN AS A GRAPHICALREPRESENTATION ONLY. CONTRACTOR TO LOCATE AND CONSTRUCT THESEIMPROVEMENTS BASED ON THE CURRENT CITY/JURISDICTIONAL DESIGN STANDARDS AND DETAILS. CONTRACTOR TO NOTIFY ENGINEER IF ANYDISCREPANCIES ARE DISCOVERED PRIOR TO BEGINNING CONSTRUCTION. 2. WATER AND SANITARY SEWER SEPARATION (VERTICAL AND HORIZONTAL) SHALL BEMAINTAINED IN ACCORDANCE WITH TCEQ REQUIREMENTS. 3. CONTRACTOR TO FIELD VERIFY LOCATION OF EXISTING UTILITIES PRIOR TOCONSTRUCTION. 4. FIRE HYDRANT ASSEMBLY INCLUDES ALL FITTINGS, TEES AND VALVES. 5. ALL FIRE HYDRANTS TO BE LOCATED AT PCCRS OR LOT LINES. 6. ALL WATERLINES ARE 8" UNLESS OTHERWISE NOTED. 7. ALL WATERLINE CURVES ARE CONCENTRIC AND PARALLEL TO THE STREETCENTERLINES UNLESS OTHERWISE NOTED. 8. ALL GATE VALVES AND WATER METERS SHALL BE PLACED CLEAR OF BARRIER-FREERAMPS. 9. ADJUSTED SERVICES DUE TO CONFLICTS (I.E. MANHOLES, INLETS, TRENCHCONFLICTS OR NON-STANDARD PLACEMENT) = WATER GENERAL NOTES * 1. WATER AND SANITARY SEWER SEPARATION (VERTICAL AND HORIZONTAL) SHALL BE MAINTAINED IN ACCORDANCE WITH TCEQ REQUIREMENTS. 2. CONTRACTOR TO FIELD VERIFY LOCATION OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. 3. ALL SANITARY SEWER LINES ARE 8" UNLESS OTHERWISE NOTED. 4. ADJUSTED SERVICES DUE TO CONFLICTS (I.E. MANHOLES, INLETS, TRENCHCONFLICTS OR NON-STANDARD PLACEMENT) = SEWER GENERAL NOTES * \\\\\\\\ \\\\\\\\\\\\\\ \\ \\\\\\\\\\\\ \\ \\ \\\\\\\\\\\\ \\\\\\\\ SGTT W W F S D S F G G F G F F OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHED12"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W20"W20"W8"SS 8"SS 8"SS8"SS8"SS8"SS8"SS8"SS8"SS8"SS8"SS20"W20"W20"W20"W20"WCARILLON PHASE 1A INST. NO. D211101073 P.R.T.C.T. CARILLON PHASE 1A INST.NO. D211101073 P.R.T.C.T. OPEN SPACE OPEN SPACE CARILLON PHASE 2A-1 INST. NO. D213015134 P.R.T.C.T. FRANCIS SHIVERS INST. NO. D212271966 O.P.R.T.C.T. THE SHIVERS FAMILY PARTNERSHIP, LTD. VOL. 13218, PG. 461 CITY OF SOUTHLAKE ZONING: ECZ FLUM: MIXED USE STEWARTKRISTOPHERZONING: ECZFLUM: MIXED USECITY OF SOUTHLAKEZONING: PARKFLUM: MIXED USETODD ATWOOD ZONING: ECZ FLUM: MIXED USE KRISTOPHER LARDIS ZONING: ECZ FLUM: MIXED USE MAY MARTHA L ZONING: ECZ FLUM: MIXED USE GUTHRIE JACQUELINE ZONING: ECZ FLUM: MIXED USE MEAD MICHAEL E ZONING: ECZ FLUM: MIXED USE BRYCE DANIEL L ZONING: ECZ FLUM: MIXED USE FRANSDEN CHRISTOPHER M ZONING: ECZ FLUM: MIXED USE BENOIT ROBERT ZONING: ECZ FLUM: MIXED USE LEE ERVING ZONING: ECZ FLUM: MIXED USE FLURY JANE ZONING: ECZ FLUM: MIXED USE CLARK JAMES C ZONING: ECZ FLUM: MIXED USE HUSAIN ASIF ZONING: ECZ FLUM: MIXED USE MARCIANO P A U L ZONING: ECZ FLUM: MIXED U S E ELVING CAR L ZONING: ECZ FLUM: MIXED U S E MISRA NILAM B E N R ZONING: ECZ FLUM: MIXED U S E CLARK ROBE R T K ZONING: EC Z FLUM: MIXED U S E VALLERIE JA M E S ZONING: ECZ FLUM: MIXED U S E BURCH MIKE J WHITE CHAPEL BOULEVARDE. KIRKWOOD BOULEVARD (A VARIABLE WIDTH RIGHT-OF-WAY)RIVIERA DRIVE(A VARIABLE WIDTH RIGHT-OF-WAY)MONTE CAR L O D R I V E (51-FOOT W I D E R I G H T - O F - W A Y ) PALLADIAN D R I V E (90-FOOT W I D E R I G H T - O F - W A Y )WHITE CHAPEL BOULEVARD(A VARIABLE WIDTH RIGHT-OF-WAY)ST. TROPEZDRIVE(A 51' RIGHT-OF-WAY)FL10 8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W 8"W 8"W 8"W 8"W 8"W8"W8"W8"W8"W8"W8"W8"SS8"SS8"SS8"SS8"SS8"SS8"SS8"SS8"SS8"SS 8"SS 8"SS 8"SS 8"SS8"SS 8"SS8"SS 8"SS S S S S S S S S S S S S6"WS S S 8"W8"W8"W8"W8"W8"W8"W8"SS 8"SS 8"SS 8"SS 8"SS 8"SS8"SS8"W 96.0'EX. 8" SSWREX. 8" SSWR STREET B (A 51' RIGHT-OF-WAY) STREET D (A 51' RIGHT-OF-WAY)STREET A(A 51' RIGHT-OF-WAY)STREET E (A 51' RIGHT-OF-WAY) ALLEY C ALLEY DALLEY FALLEY B ALLEY A ALLEY E STREET C(A 51' RIGHT-OF-WAY)STREET A(A 51' RIGHT-OF-WAY)7 6 20 6 5 18 24 10 107354289 12 25 24 23 22 21 16191817 1 2 4 5 1178910 13 12 9 8 7 6 2 4 1 13 14 15 23 22 21 20 19 17 16 10 9 8 4 5 6 3 3 11 1415 12 BLOCK A X BLOCK B BLOCK B BLOCK C BLOCK D BLOCK D BLOCK E12X BLOCK F BLOCK F 2 1 11 12 13 13 27 15 X X X X X X X 14 11 26 1 3 1 26 25 2 BLOCK A 3 6 7 5 4 1 22 X 14X DESIGN POINT #1 2+003+004+005+006+007+00 2+003+004+005+006+007+008+009+0010+002+003+004+005+006+007+00 2+003+004+00 5+006+007+008+009+0010+0011+0012+0013+0014+00 15+0016+0017+00STA: 7+84.86, SS-B CONST. 4' MANHOLERIM: 646.8±FL 8" SSWR (E): 639.33' FL 8" SSWR (W): 639.43'N: 7037638.94E: 2382535.26 STA: 7+35.16 SS-C PAV STA 1+61.50 (19.50' RT)STREET DCONST. 4' MANHOLE RIM: 644.01'±FL 8" SSWR (E): 639.07'N: 7037346.82 E: 2382696.85 STA: 5+00.16 SS-CPAV STA 3+96.50 (19.50' RT) STREET DCONST. 4' MANHOLERIM: 640.48'± FL 8" SSWR (W): 633.74'FL 8" SSWR (E): 633.64'N: 7037348.09 E: 2382931.85 STA: 4+57.86 SS-BPAV STA 3+28.50 (19.50' RT)STREET B CONST. 4' MANHOLERIM: 638.88'±FL 8" SSWR (W): 632.35' FL 8" SSWR (E): 632.25'N: 7037640.72E: 2382862.26 STA: 2+18.16 SS-CPAV STA 6+77.64 (20.71' RT) STREET D CONST. 4' MANHOLERIM: 636.29'±FL 8" SSWR (W): 629.04' FL 8" SSWR (E): 628.94'N: 7037348.93E: 2383213.84 STA: 6+99.70 SS-A STA: 1+00.00 SS-CPAV STA 2+37.67 (19.50' LT)STREET A CONST. 4' MANHOLERIM: 633.75'±FL 8" SSWR (N):626.90' FL 8" SSWR (S):627.00'FL 8" SSWR (W):627.00'N: 7037361.87 E: 2383331.30 STA: 3+28.64 SS-ASTA: 1+00.00 SS-BPAV STA 6+79.33 (25.17' RT)STREET B CONST. 4' MANHOLERIM: 634.23'±FL 8" SSWR (N):625.21' FL 8" SSWR (E):625.31'FL 8" SSWR (W):625.32'N: 7037642.66 E: 2383220.12 STA: 4+08.42 SS-APAV STA 5+34.33 (15.01' LT) STREET A CONST. 4' MANHOLERIM: 632.38'±FL 8" SSWR (W): 625.63' FL 8" SSWR (W): 625.63'N: 7037651.40E: 2383299.42 STA: 8+11.14, SS-DCONST. 4' MANHOLE RIM: 631.5±FL 8" SSWR (S): 625.65'FL 8" SSWR (N): 625.55' N: 7037203.88E: 2383646.48 STA: 5+72.70, SS-DCONST. 4' MANHOLERIM: 629.9± FL 8" SSWR (S): 624.21'FL 8" SSWR (N): 624.11'N: 7037440.89 E: 2383620.38 STA: 1+00.00, SS-DCONST. 5' MANHOLEON EX. 8" SWWR LINE RIM: 626.5±FL 8" SSWR (S): 614.91'N: 7037910.75E: 2383568.65 8" SSWR, SS-A8" SSWR, SS-A 8" SSWR, SS-A8" SSWR, SS-A8" SSWR, SS-B 8" SSWR, SS-B 8" SSWR, SS-D8" SSWR, SS-D8" SSWR, SS-C 8" SSWR, SS-C 8" SSWR, SS-C 13.0' 6.9' 33.0' 10.0'* STA: 1+00.00 SS-APAV STA 7+78.76 (19.30' LT)STREET A EX. MANHOLEPER RECORD DRAWINGCARILLON SOUTHLAKE PHASE 1 DATEDJANUARY 2010INSTALL: RISERS & ADJUST TOFINISHED GRADERIM: 632.73'± FL 8" SSWR (S): 624.30' FL 8" SSWR (N): 613.04'FL 8" SSWR (E): 624.20'N: 7037869.93E: 2383195.03EX. 8" WATERUTILITYEASEMENT 15' SEWEREASEMENT DRAINAGE EASEMENT REF. NOTE 8 ON PLANSFOR DETAIL CROSSING EX. SSWR LINE TO BEPLUGGED AND ABANDONED SSMH SHALL NOT CONFLICTWITH PROP. SIDEWALK CONTRACTOR TOCOORDINATE WITH OWNERFOR EXTENSION PRIOR TO CONSTRUCTION BASIN N-18 79 SF LOTS F F F OHEOHEOHEOHEOHEOHE8"W8"W8"W8"W8"SS8"SS20"W20"WCARILLON PHASE 2A-1 INST. NO. D213015134 P.R.T.C.T.FRANCIS SHIVERSINST. NO. D212271966 ZONING: ECZ FLUM: MIXED U S E ELVING CAR L ZONING: ECZ FLUM: MIXE D U S E MISRA NILAM B E N R ZONING: ECZ FLUM: MIXED U S E CLARK ROBE R T K ZONING: EC Z FLUM: MIXED U S E VALLERIE JA M E S ZONING: ECZ FLUM: MIXED U S E BURCH MIKE J ZONING: EC Z FLUM: MIXED U S E COUCH JOHN A N D P E G G Y REVOCABLE T R U S T ZONING: ECZ FLUM: MIXED U S E DUNCAN BR I A N ZONING: ECZ FLUM: MIXE D U S E WHITE CHAPEL BOULEVARD(A VARIABLE WIDTH RIGHT-OF-WAY)PALLADIAN D R I V E (90-FOOT WI D E R I G H T - O F - W A Y ) (A VARIABLE W IDTH R IGHT -OF -WAY)FLFLFLFLFLEXISTING TREEEXTENTS TO SAVE 10 812 5 12 8"W8"W8"W8"SS8"SSS S S S S 8"W8"W8"W8"W8"W8"W8"W8"W8"SS 8"SS 8"SS 8"SS 8"SS 8"SS8"SS8"SS8"W 8"W 8 "W ALLEY C ALLEYFBLOCK E BLOCK F BLOCK G BLOCK F 2 1 1 15 BLOCK F X X * BLOCK H BLOCK H * 3 6 7 5 4 1 2 2 X 1 3 8+009+0010+009+0010+0011+0012+0013+0014+00 15+0016+0017+0018+0019+0020+0021+00 E: 2382931.85 E: 2383213.84 STA: 8+11.14, SS-DCONST. 4' MANHOLE RIM: 631.5±FL 8" SSWR (S): 625.65'FL 8" SSWR (N): 625.55' N: 7037203.88E: 2383646.48 13.0' 33.0' STA: 8+67.34, SS-A CONST. 5' MANHOLERIM: 632.9±FL 8" SSWR (W): 627.81' FL 8" SSWR (N): 627.71'N: 7037195.37E: 2383350.78 STA: 14+86.94, SS-A CONST. 5' MANHOLERIM: 646.5±FL 8" SSWR (S): 633.09' FL 8" SSWR (E): 632.99'N: 7037192.00E: 2382731.19 STA: 18+93.12, SS-ASTA: 1+00.00, SS-E CONST. 5' MANHOLERIM: 641.9±FL 8" SSWR (W): 636.18FL 8" SSWR (E): 636.65FL 8" SSWR (N): 636.08 8" SSWR, SS-A8" SSWR, SS-A8" SSWR, SS-A STA: 11+77.13, SS-ACONST. 5' MANHOLE RIM: 644.8±FL 8" SSWR (W): 630.70'FL 8" SSWR (E): 630.60' N: 7037193.68E: 2383040.99 STA: 10+72.85, SS-D END & STUB 8" SSWRW/ CLEANOUTRIM: 626.9± FL 8" SSWR (N): 626.13'N: 7036948.49E: 2383703.62 STA: 3+55.44, SS-ECONST. 4' MANHOLE STA: 10+67.85, SS-DCONST. 4' MANHOLERIM: 633.1± FL 8" SSWR (S): 626.04'FL 8" SSWR (N): 625.94'N: 7036953.37 E: 2383702.53 UTILITYEASEMENT REF. NOTE 8 ON PLANSFOR DETAIL CROSSING CONTRACTOR TOCOORDINATE WITH OWNER FOR EXTENSION PRIOR TO CONSTRUCTION C-501 BYDATEREVISIONSNo.DATESHEET NUMBER CHECKED BY:SCALE:DESIGNED BY:DRAWN BY:KHA PROJECT10/6/22 PHONE: 972-770-1300 FAX: 972-239-3820WWW.KIMLEY-HORN.COM TX F-928© 2021 KIMLEY-HORN AND ASSOCIATES, INC. LAST SAVED 10/6/2022 10:34 AMPLOTTED BY GINDT, DYLAN 10/6/2022 10:59 AMDWG PATH K:\DAL_Civil\064514100-Carillon\CAD\Single Family\PlanSheetsDWG NAME C-Sanitary Sewer Plan-SF.dwg , [ SSWR ]IMAGESXREFS xBrdr (22x34) : xSingleFamily : xbndy : xexbase : xexutil : xUtil-SF : xUtil-Commerical : xLabel : xEsmt-Commerical : xBase-Commerical : xPave-WC : xHardscape-SF13455 NOEL ROAD, TWO GALLERIA OFFICE TOWER,SUITE 700, DALLAS, TX 75240AS NOTEDJWHMTRJWHEngineer P.E. No.Date Not for construction or permit purposes.FOR REVIEW ONLY 10/6/2022124909 JOSEPH HORNISHER SE N. WHITE CHAPEL BLVD & E. KIRKWOODBLVD CITY OF SOUTHLAKE, TEXAS CARILLON PARCPREPARED FORHCCP PROPERTY PARTNERS064514100SANITARY SEWERPLAN (1 OF 2)NORTH PROPERTY LINE PROPOSED SANITARY SEWER LINE PROPOSED WATER LINE PROPOSED SANITARY SEWER MANHOLE PROPOSED SANITARY SEWER CLEANOUT SANITARY SEWER FLOW DIRECTION PROPOSED FIRE HYDRANT PROPOSED TAPPING SLEEVE & VALVE IRRIGATION SLEEVE EXISTING OVERHEAD POWER LINE EXISTING WATER LINE EXISTING SANITARY SEWER LINE EXISTING STORM SEWER LINE EXISTING POWER POLE EXISTING FIRE HYDRANT EXISTING WATER METER EXISTING SANITARY SEWER MANHOLE UTILITY LEGEND PROPERTY LINERIGHT-OF-WAY PAVEMENT B-B PROPERTY LINETYPICAL UTILITY LOCATION FIREHYDRANT WATER SANITARYSEWER STORMSEWER C.L.3'5' 6' 2 3 4 5 11 12 13 14 15 WATER LINE ROW LINE ROW LINE 10' S.S. LINE TYPICAL LOT SERVICE DETAIL S.S. SERVICE (4") TO BE LOCATED AT CENTER OF LOTAND WATER SERVICE (1") TO BE OFFSET 10'LOT LINELOT LINEEXISTING UTILITIES IN THE AREA.CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF ALL EXISTING UTILITIES WITHTHE PROVIDER PRIOR TO START OFCONSTRUCTION AND SHALL IMMEDIATELYNOTIFY THE ENGINEER OF ANY CONFLICTSDISCOVERED. CONTRACTOR IS RESPONSIBLE FOR COORDINATING UTILITYRELOCATION WHERE NECESSARY ANDPROTECTING EXISTING UTILITIES (SHOWNOR NOT SHOWN). IF ANY EXISTINGUTILITIES ARE DAMAGED, THE CONTRACTOR SHALL REPLACE THEM ATTHEIR OWN EXPENSE. !!WARNING!! 1. WATER AND SANITARY SEWER SEPARATION (VERTICAL AND HORIZONTAL) SHALL BE MAINTAINED IN ACCORDANCE WITH TCEQ REQUIREMENTS. 2. CONTRACTOR TO FIELD VERIFY LOCATION OF EXISTING UTILITIES PRIOR TOCONSTRUCTION. 3. ALL SANITARY SEWER LINES ARE 8" UNLESS OTHERWISE NOTED. 4. ADJUSTED SERVICES DUE TO CONFLICTS (I.E. MANHOLES, INLETS, TRENCHCONFLICTS OR NON-STANDARD PLACEMENT) = 5. ALL SEWER SERVICES ARE DIRECTED TO CENTER OF LOT UNLESS OTHERWISEDIMENSIONED. 6. SANITARY SEWER SERVICES TO BE INSTALLED BELOW WATER MAINS. 7. SEWER SERVICE CLEANOUTS TO BE PROVIDED ON ALL SERVICES AND LOCATED ATTHE ROW LINE. 8. CONTRACTOR TO COORDINATE WITH ADJACENT ROADWAY CONTRACTOR FORWHITE CHAPEL CROSSING.8.1. IF SEWER MAIN CONSTRUCTION HAPPENS BEFORE CONSTRUCTION OF WHITECHAPEL CONTRACTOR SHALL DO A FULL DEPTH SAWCUT ON EXISTING PAVEMENT AND REPLACE WITH TEMPORARY PAVEMENT8.2. IF WHITE CHAPEL IS CONSTRUCTED BEFORE SITE, THEN CONTRACTOR SHALLUTILIZE UNDERGROUND SLEEVING PROVIDED BY OTHERS 9. REFER TO SHEET C-502 FOR SANITARY SEWER SERVICES TABLES WITH THEFOLLOWING INFORMATION PROVIDED: BLOCK, LOT, STATION, GROUND ELEVATION, SERVICE ELEVATION AND PIPE LENGTH. 10. REFER SHEET C-504 - C-506 FOR PIPE MATERIALS. IF DEPTH OF SEWER IS <= 10' THAN PVC PIPE SHALL BE SDR 35, IF DEPTH OF SEWER IS > 10' PVC PIPE SHALL BESDR 26 SEWER GENERAL NOTES *MATCH LINE, SEE SHEET: C-502 F F F OHEOHEOHEOHEOHEOHEOHEOHE20"W20"W8"W8"W8"W8"W8"W8"SS8"SS8 "S S 20"W20"WCARILLON PHASE 2A-1 INST. NO. D213015134 P.R.T.C.T. INST. NO. D204133485 FRANCIS SHIVERS INST. NO. D212271966 O.P.R.T.C.T. ZONING: EC Z FLUM: MIXED U S E ELVING CAR L ZONING: EC Z FLUM: MIXED U S E MISRA NILAM B E N R ZONING: EC Z FLUM: MIXED U S E CLARK ROBE R T K ZONING: ECZ FLUM: MIXED U S E VALLERIE JA M E S ZONING: ECZ FLUM: MIXED U S E BURCH MIKE J ZONING: ECZ FLUM: MIXED U S E COUCH JOHN A N D P E G G Y REVOCABLE T R U S T ZONING: ECZ FLUM: MIXED U S E DUNCAN BRI A N ZONING: EC Z FLUM: MIXED U S E BIEKER RON ZONING: EC Z FLUM: MIXED U S E MCCAW NEIL ZONING: ECZ FLUM: MIXED U S E RUCCI CORE Y ZONING: ECZ FLUM: MIXED U S E BOISSEVAIN D A V I D ZONING: ECZ FLUM: MIXED U S EWHITE CHAPEL BOULEVARD(A VARIABLE WIDTH RIGHT-OF-WAY)PALLADIAN D R I V E (90-FOOT W I D E R I G H T - O F - W A Y )RIV IERA DR IVE(A VAR IABLE W IDTH R IGHT-OF-WAY)FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLEXISTING TREEEXTENTS TO SAVE 10 812 5 12 12 9 10 11 8"W8"W8"W8"SS8"SSS S S 8"SS8"SSS S S S S 8"W8"W8"W8"W8"W8"W8"W8"W8"W8"SS 8"SS 8"SS 8"SS 8"SS 8"SS8"SS8"SS8"SS 8"W 8"W 8"W8"W(A 51' RIGHT-OF-WAY) ALLEY C ALLEY FBLOCK E BLOCK F BLOCK G BLOCK G BLOCK F 2 1 3 2 4 1 15 BLOCK F BLOCK F X X *BLOCK H * BLOCK H BLOCK H * BLOCK H 3 6 7 5 4 1 22 X * 1 3 8+009+0010+009+0010+0011+0012+0013+0014+00 15+0016+0017+0018+0019+0020+0021+00 E: 2382931.85 E: 2383213.84 STA: 8+11.14, SS-D CONST. 4' MANHOLERIM: 631.5±FL 8" SSWR (S): 625.65' FL 8" SSWR (N): 625.55'N: 7037203.88E: 2383646.48 13.0' 33.0' STA: 8+67.34, SS-ACONST. 5' MANHOLERIM: 632.9± FL 8" SSWR (W): 627.81'FL 8" SSWR (N): 627.71'N: 7037195.37 E: 2383350.78 STA: 14+86.94, SS-ACONST. 5' MANHOLE RIM: 646.5±FL 8" SSWR (S): 633.09'FL 8" SSWR (E): 632.99' N: 7037192.00E: 2382731.19 STA: 18+93.12, SS-A STA: 1+00.00, SS-ECONST. 5' MANHOLERIM: 641.9± FL 8" SSWR (W): 636.18FL 8" SSWR (E): 636.65FL 8" SSWR (N): 636.08 N: 7036785.83E: 2382733.408" SSWR, SS-A STA: 19+60.39, SS-A CONST. 5' MANHOLERIM: 641.3±FL 8" SSWR (W): 636.78' FL 8" SSWR (E): 636.68'N: 7036785.46E: 2382666.13 STA: 21+18.56, SS-ACONST. 5' MANHOLE RIM: 644.0±FL 8" SSWR (E): 637.96'N: 7036784.84E: 2382507.96 8" SSWR, SS-A8" SSWR, SS-A STA: 11+77.13, SS-A CONST. 5' MANHOLERIM: 644.8±FL 8" SSWR (W): 630.70' FL 8" SSWR (E): 630.60'N: 7037193.68E: 2383040.99 STA: 10+72.85, SS-DEND & STUB 8" SSWRW/ CLEANOUT RIM: 626.9±FL 8" SSWR (N): 626.13'N: 7036948.49 E: 2383703.62 STA: 3+55.44, SS-E CONST. 4' MANHOLERIM: 647.2±FL 8" SSWR (W): 637.65' N: 7036750.24E: 2382986.36 2+00 3+00 3+558" SSWR, SS-E STA: 10+67.85, SS-DCONST. 4' MANHOLERIM: 633.1±FL 8" SSWR (S): 626.04'FL 8" SSWR (N): 625.94' N: 7036953.37E: 2383702.53 UTILITY EASEMENT REF. NOTE 8 ON PLANS FOR DETAIL CROSSING CONTRACTOR TO COORDINATE WITH OWNERFOR EXTENSION PRIOR TOCONSTRUCTION F F F OHEOHEOHEOHE8"W8"W8"W8"SS 8 " SS 20"WCARILLON PHASE 2A-1 INST. NO. D213015134 P.R.T.C.T.FRANCIS SHIVERS INST. NO. D212271966 MARCIANO P A U L ZONING: ECZ FLUM: MIXED U S E ELVING CAR L ZONING: EC Z FLUM: MIXED U S E MISRA NILAM B E N R ZONING: ECZ FLUM: MIXED U S E CLARK ROBE R T K ZONING: ECZ FLUM: MIXED U S E VALLERIE JA M E S ZONING: EC Z FLUM: MIXED U S E BURCH MIKE J PALLADIAN D R I V E (90-FOOT W I D E R I G H T - O F - W A Y )FL10 8"W8"W8"W8"W8"SS8"SSS S S S S 8"W8"W8"W8"W8"W8"W8"W8"SS 8"SS 8"SS 8"SS 8"SS 8"SS8"SS8"W STREET E (A 51' RIGHT-OF-WAY) ALLEYC ALLEYFBLOCK E BLOCK F BLOCK F 2 1 15 X X 3 6 7 5 4 1 2 2 X8+009+0010+009+0010+0011+0012+0013+0014+00 15+0016+0017+00FL 8" SSWR (E): 633.64'N: 7037348.09E: 2382931.85 FL 8" SSWR (E): 628.94'N: 7037348.93E: 2383213.84 STA: 8+11.14, SS-DCONST. 4' MANHOLERIM: 631.5± FL 8" SSWR (S): 625.65'FL 8" SSWR (N): 625.55'N: 7037203.88 E: 2383646.48 13.0' 33.0' STA: 8+67.34, SS-ACONST. 5' MANHOLERIM: 632.9±FL 8" SSWR (W): 627.81'FL 8" SSWR (N): 627.71'N: 7037195.37E: 2383350.78 STA: 14+86.94, SS-ACONST. 5' MANHOLE RIM: 646.5±FL 8" SSWR (S): 633.09' FL 8" SSWR (E): 632.99' N: 7037192.00E: 2382731.19 8" SSWR, SS-A8" SSWR, SS-A STA: 11+77.13, SS-ACONST. 5' MANHOLERIM: 644.8± FL 8" SSWR (W): 630.70'FL 8" SSWR (E): 630.60'N: 7037193.68 E: 2383040.99 STA: 10+72.85, SS-DEND & STUB 8" SSWRW/ CLEANOUT RIM: 626.9±FL 8" SSWR (N): 626.13'N: 7036948.49 UTILITYEASEMENT CONTRACTOR TO COORDINATE WITH OWNERFOR EXTENSION PRIOR TOCONSTRUCTION POINT TABLE BLOCK A1 A2 A3 A4 A5 A6 A7 A8 A9 A10 A11 B1 B2 B3 B4 B5 B6 B7 B8 B9 B10 B11 B12 B13 B14 B15 B16 B17 B18 B19 LOT 1 2 3 4 5 6 7 8 9 10 11 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 ALIGNMENT SS-B SS-B SS-B SS-B SS-B SS-B SS-B SS-B SS-B SS-B SS-B SS-B SS-B SS-B SS-B SS-B SS-B SS-B SS-B SS-B SS-B SS-B SS-B SS-B SS-C SS-C SS-C SS-C SS-C SS-C STATION 6+53.61 6+07.61 5+61.61 5+15.61 4+69.61 4+23.61 3+77.61 3+31.61 2+85.61 2+39.61 1+55.36 6+25.86 5+78.86 5+31.86 4+84.86 4+37.86 3+90.86 3+43.86 2+96.86 2+49.86 2+02.86 1+55.36 1+08.22 ??? 1+55.90 2+08.09 2+66.29 3+13.29 3+60.29 4+07.29 GROUND ELEVATION 642.40 642.30 641.60 640.90 640.20 639.50 638.80 638.40 638.00 637.90 636.10 641.52 640.82 640.11 639.41 638.70 638.00 637.29 636.59 635.88 635.18 634.46 634.69 633.97 635.47 636.27 637.09 637.80 638.50 639.21 SURFACE ELEVATION 637.40 637.30 636.60 635.90 635.20 634.50 633.80 633.40 633.00 632.90 631.10 636.52 635.82 635.11 634.41 633.70 633.00 632.29 631.59 630.88 630.18 629.46 629.69 628.97 630.47 631.27 632.09 632.80 633.50 634.21 LENGTH OF PIPE 55.00 RT 55.00 RT 55.00 RT 55.00 RT 55.00 RT 55.00 RT 55.00 RT 55.00 RT 55.00 RT 55.00 RT 55.00 RT 6.00 LT 6.00 LT 6.00 LT 6.00 LT 6.00 LT 6.00 LT 6.00 LT 6.00 LT 6.00 LT 6.00 LT 6.00 LT 5.04 LT ??? ??? 45.00 RT 45.72 RT 45.55 RT 45.42 RT 45.29 RT 45.15 RT A A A A A A A A A A A POINT TABLE BLOCK B20 B21 B22 B23 B24 B25 B26 C1 C2 C3 C4 C5 C6 C7 C8 C9 C10 C11 C12 C13 C14 D1 D2 D3 D4 D5 D6 D7 D8 D9 LOT 20 21 22 23 24 25 26 1 2 3 4 5 6 7 8 9 10 11 12 13 14 1 2 3 4 5 6 7 8 9 ALIGNMENT SS-C SS-C SS-C SS-C SS-C SS-C SS-C SS-B SS-B SS-B SS-B SS-B SS-B SS-B SS-B SS-B SS-B SS-B SS-B SS-B SS-B SS-A SS-A SS-A SS-A SS-A SS-A SS-A SS-A SS-A STATION 4+54.29 5+01.16 5+48.16 5+95.16 6+42.16 6+89.16 7+36.16 6+52.86 6+04.86 5+57.86 5+09.86 4+63.86 4+15.86 3+69.86 3+21.86 2+75.86 2+27.86 1+81.86 1+33.86 ??? ??? 1+57.44 2+03.44 4+08.42 4+27.98 4+75.98 5+23.98 5+71.98 6+19.98 6+80.98 GROUND ELEVATION 639.91 640.62 641.32 642.03 642.73 643.44 644.14 645.35 643.83 643.12 642.40 641.71 640.99 640.30 639.58 638.89 638.17 637.48 636.76 636.11 635.40 633.40 633.40 633.27 632.89 632.95 633.31 633.67 634.03 634.34 SURFACE ELEVATION 634.91 635.62 636.32 637.03 637.73 638.44 639.14 640.35 638.83 638.12 637.40 636.71 635.99 635.30 634.58 633.89 633.17 632.48 631.76 631.11 630.40 628.40 628.40 628.27 627.89 627.95 628.31 628.67 629.03 629.34 LENGTH OF PIPE 45.02 RT 45.00 RT 45.00 RT 45.00 RT 45.00 RT 45.00 RT 45.00 RT 299.00 LT 299.00 LT 299.00 LT 299.00 LT 299.00 LT 299.00 LT 299.00 LT 299.00 LT 299.00 LT 299.00 LT 299.00 LT 299.00 LT ??? ??? ??? ??? 124.82 LT 124.81 LT 53.29 LT 44.95 LT 44.83 LT 44.71 LT 44.59 LT 44.47 LT 44.32 LT POINT TABLE BLOCK D10 D11 D12 D13 D14 D15 D16 D17 D18 D19 D20 D21 D22 D23 E1 E2 E3 E4 E5 LOT 10 11 12 13 14 15 16 17 18 19 20 21 22 23 1 2 3 4 5 ALIGNMENT SS-A SS-A SS-D SS-D SS-D SS-D SS-D SS-D SS-D SS-D SS-D SS-D SS-D SS-D SS-D SS-D SS-D SS-D SS-D STATION 7+28.98 7+76.41 6+94.70 6+48.70 6+00.70 5+54.70 5+04.70 4+58.70 4+08.70 3+62.70 3+14.70 2+68.70 2+20.70 1+74.70 8+16.54 8+62.54 9+08.54 9+54.54 10+00.54 GROUND ELEVATION 634.12 633.76 630.86 630.53 630.19 629.85 629.57 629.19 628.78 628.40 628.07 627.77 627.45 627.15 632.76 633.53 634.48 635.45 635.61 SURFACE ELEVATION 629.12 628.76 625.86 625.53 625.19 624.85 624.57 624.19 623.78 623.40 623.07 622.77 622.45 622.15 627.76 628.53 629.48 630.45 630.61 LENGTH OF PIPE 44.20 LT 44.08 LT 11.00 RT 11.00 RT 11.00 RT 11.00 RT 11.00 RT 11.00 RT 11.00 RT 11.00 RT 11.00 RT 11.00 RT 11.00 RT 11.00 RT 10.00 RT 10.00 RT 10.00 RT 10.00 RT 10.00 RT B B B B B B B B B B B B B B B B B B B D D D D D D D D D C C C C C C C C C C C C C C B B B B B B B D D D D D D D D D D D D D D E E E E E C-502 BYDATEREVISIONSNo.DATESHEET NUMBER CHECKED BY:SCALE:DESIGNED BY:DRAWN BY:KHA PROJECT10/6/22 PHONE: 972-770-1300 FAX: 972-239-3820WWW.KIMLEY-HORN.COM TX F-928© 2021 KIMLEY-HORN AND ASSOCIATES, INC. LAST SAVED 10/6/2022 11:00 AMPLOTTED BY GINDT, DYLAN 10/6/2022 11:02 AMDWG PATH K:\DAL_Civil\064514100-Carillon\CAD\Single Family\PlanSheetsDWG NAME C-Sanitary Sewer Plan-SF.dwg , [ SSWR (2) ]IMAGESXREFS xBrdr (22x34) : xSingleFamily : xbndy : xexbase : xexutil : xUtil-SF : xUtil-Commerical : xLabel : xEsmt-Commerical : xBase-Commerical : xPave-WC : xHardscape-SF13455 NOEL ROAD, TWO GALLERIA OFFICE TOWER,SUITE 700, DALLAS, TX 75240AS NOTEDJWHMTRJWHEngineer P.E. No.Date Not for construction or permit purposes.FOR REVIEW ONLY 10/6/2022124909 JOSEPH HORNISHER SE N. WHITE CHAPEL BLVD & E. KIRKWOODBLVD CITY OF SOUTHLAKE, TEXAS CARILLON PARCPREPARED FORHCCP PROPERTY PARTNERS064514100SANITARY SEWERPLAN ( 2 OF 2)NORTH PROPERTY LINE PROPOSED SANITARY SEWER LINE PROPOSED WATER LINE PROPOSED SANITARY SEWER MANHOLE PROPOSED SANITARY SEWER CLEANOUT SANITARY SEWER FLOW DIRECTION PROPOSED FIRE HYDRANT PROPOSED TAPPING SLEEVE & VALVE IRRIGATION SLEEVE EXISTING OVERHEAD POWER LINE EXISTING WATER LINE EXISTING SANITARY SEWER LINE EXISTING STORM SEWER LINE EXISTING POWER POLE EXISTING FIRE HYDRANT EXISTING WATER METER EXISTING SANITARY SEWER MANHOLE UTILITY LEGEND EXISTING UTILITIES IN THE AREA.CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF ALL EXISTING UTILITIES WITHTHE PROVIDER PRIOR TO START OFCONSTRUCTION AND SHALL IMMEDIATELYNOTIFY THE ENGINEER OF ANY CONFLICTSDISCOVERED. CONTRACTOR IS RESPONSIBLE FOR COORDINATING UTILITYRELOCATION WHERE NECESSARY ANDPROTECTING EXISTING UTILITIES (SHOWNOR NOT SHOWN). IF ANY EXISTINGUTILITIES ARE DAMAGED, THE CONTRACTOR SHALL REPLACE THEM ATTHEIR OWN EXPENSE. !!WARNING!! 1. WATER AND SANITARY SEWER SEPARATION (VERTICAL AND HORIZONTAL) SHALL BEMAINTAINED IN ACCORDANCE WITH TCEQ REQUIREMENTS. 2. CONTRACTOR TO FIELD VERIFY LOCATION OF EXISTING UTILITIES PRIOR TOCONSTRUCTION. 3. ALL SANITARY SEWER LINES ARE 8" UNLESS OTHERWISE NOTED. 4. ADJUSTED SERVICES DUE TO CONFLICTS (I.E. MANHOLES, INLETS, TRENCHCONFLICTS OR NON-STANDARD PLACEMENT) = 5. ALL SEWER SERVICES ARE DIRECTED TO CENTER OF LOT UNLESS OTHERWISEDIMENSIONED. 6. SANITARY SEWER SERVICES TO BE INSTALLED BELOW WATER MAINS. 7. SEWER SERVICE CLEANOUTS TO BE PROVIDED ON ALL SERVICES AND LOCATED AT THE ROW LINE. 8. CONTRACTOR TO COORDINATE WITH ADJACENT ROADWAY CONTRACTOR FOR WHITE CHAPEL CROSSING.8.1. IF SEWER MAIN CONSTRUCTION HAPPENS BEFORE CONSTRUCTION OF WHITECHAPEL CONTRACTOR SHALL DO A FULL DEPTH SAWCUT ON EXISTING PAVEMENT AND REPLACE WITH TEMPORARY PAVEMENT8.2. IF WHITE CHAPEL IS CONSTRUCTED BEFORE SITE, THEN CONTRACTOR SHALLUTILIZE UNDERGROUND SLEEVING PROVIDED BY OTHERS 9. REFER TO SHEET C-502 FOR SANITARY SEWER SERVICES TABLES WITH THEFOLLOWING INFORMATION PROVIDED: BLOCK, LOT, STATION, GROUND ELEVATION,SERVICE ELEVATION AND PIPE LENGTH. 10. REFER SHEET C-504 - C-506 FOR PIPE MATERIALS. IF DEPTH OF SEWER IS <= 10'THAN PVC PIPE SHALL BE SDR 35, IF DEPTH OF SEWER IS > 10' PVC PIPE SHALL BE SDR 26 SEWER GENERAL NOTES * MATCH LINE, SEE SHEET: C-501 SINGLE FAMILY SERVICE TABLE 8" SSWR @ 0.43%STA: 8+67.34, SS-ACONST. 5' MANHOLERIM: 632.9± STA: 6+99.70, SS-ASTA: ???, SS-C CONST. 4' MANHOLERIM: 633.8± STA: 3+28.64, SS-ASTA: 1+00.00, SS-BCONST. 4' MANHOLERIM: 634.2±STA: 4+08.42, SS-ACONST. 4' MANHOLERIM: 632.4±STA: 1+00.00, SS-AEX. MANHOLEPER RECORD DRAWINGCARILLON SOUTHLAKE PHASE 1 DATEDJANUARY 2010INSTALL:RISERS & ADJUST TOFINISHED GRADERIM: 632.7±8" SSWR @ 0.40%8" SSWR @ 0.40%8" SSWR @ 0.40%FL 8" SSWR: 613.04FL 8" SSWR: 624.20EX. FL 8": 624.30FL 8" SSWR: 625.21FL 8" SSWR: 625.31FL 8" SSWR: 625.32FL 8" SSWR: 625.63FL 8" SSWR: 625.73 FL 8" SSWR: 626.90FL 8" SSWR: 627.00FL 8" SSWR: 627.00 FL 8" SSWR: 627.71FL 8" SSWR: 627.81 FL: 624.65FL: 624.82FL: 624.98FL: 625.14FL: 625.40FL: 625.90 FL: 626.10 FL: 626.30 FL: 626.50 FL: 626.70 FL: 626.96 FL: 627.20 FL: 627.40 FL: 627.60 FL: 628.11 FL: 628.56 FL: 629.01 FL: 629.46 FL: 629.91 FL:8" SSWR @ 0.90%SDR 35SDR 26EXISTING GRADE @CENTERLINE OF PIPEFINISHED GRADE @CENTERLINE OF PIPE8" SSWR @ 0.74%8" SSWR @ 0.74%8" SSWR @ 0.74%8" SSWR @ 0.74%FL 8" SSWR: 630.60FL 8" SSWR: 630.70FL 8" SSWR: 632.99FL 8" SSWR: 633.09 FL 8" SSWR: 636.08 FL 8" SSWR: 636.18FL 8" SSWR: 636.65 FL 8" SSWR: 636.68FL 8" SSWR: 636.78 FL 8" SSWR: 637.96 STA: 21+18.56, SS-ACONST. 5' MANHOLERIM: 644.0± STA: 19+60.39, SS-ACONST. 5' MANHOLERIM: 641.3± STA: 18+93.12, SS-ACONST. 5' MANHOLERIM: 641.9± STA: 14+86.94, SS-ACONST. 5' MANHOLERIM: 646.5±STA: 11+77.13, SS-ACONST. 5' MANHOLERIM: 644.8±FL: 630.87FL: 631.24FL: 631.61FL: 631.98FL: 632.35FL: 632.71FL: 633.54 FL: 633.90 FL: 634.26 FL: 634.62 FL: 634.98 FL: 635.33 FL: 635.69 FL: 636.05 FL: 636.60 FL: 637.06 FL: 637.42 FL: 637.77 SDR 35SDR 26EXISTING GRADE PERWHITE CHAPEL BLVDFROM SH 144 TO E.KIRKWOOD BLVDROAD IMPROVEMENTSEXISTING GRADE @CENTERLINE OF PIPEFINISHED GRADE @CENTERLINE OF PIPEBY DATE REVISIONSNo.DATESHEET NUMBERCHECKED BY: SCALE: DESIGNED BY: DRAWN BY: KHA PROJECT 10/6/22 PHONE: 972-770-1300 FAX: 972-239-3820 WWW.KIMLEY-HORN.COM TX F-928 © 2021 KIMLEY-HORN AND ASSOCIATES, INC. LAST SAVED 10/6/2022 6:57 AMPLOTTED BY GINDT, DYLAN 10/6/2022 10:47 AMDWG PATH K:\DAL_Civil\064514100-Carillon\CAD\Single Family\PlanSheetsDWG NAME C-Sanitary Sewer Profiles.dwg , [ SS-A ]IMAGESXREFS xBrdr (22x34) : oSswr-SF 13455 NOEL ROAD, TWO GALLERIA OFFICE TOWER,SUITE 700, DALLAS, TX 75240 AS NOTED JWH MTR JWH EngineerP.E. No.DateNot for construction or permit purposes.FOR REVIEW ONLY10/6/2022124909JOSEPH HORNISHERSE N. WHITE CHAPEL BLVD & E. KIRKWOOD BLVD CITY OF SOUTHLAKE, TEXAS CARILLON PARC PREPARED FOR HCCP PROPERTY PARTNERS 064514100 C-504SANITARY SEWER PROFILES (1 OF 3)PROFILE SCALEMATCH LINE STA 11+50 MATCH LINE STA 11+50 STA: 6+99.70, SS-ASTA: 1+00.00, SS-CCONST. 4' MANHOLERIM: 633.8± STA: 7+35.16, SS-CCONST. 4' MANHOLERIM: 644.0± STA: 5+00.16, SS-CCONST. 4' MANHOLERIM: 640.5± STA: 2+18.16, SS-CCONST. 4' MANHOLERIM: 636.3±8" SSWR @ 2 .27%8" SSWR @ 1.63%8" SSWR @ 1.64% FL 8" SSWR: 639.07 FL 8" SSWR: 633.64FL 8" SSWR: 633.74 FL 8" SSWR: 628.94FL 8" SSWR: 629.04FL 8" SSWR: 626.90FL 8" SSWR: 627.00FL 8" SSWR: 627.00FL: 627.53FL: 628.49FL: 629.54FL: 630.50FL: 631.45FL: 632.41FL: 633.37 FL: 634.43 FL: 635.38 FL: 636.34 FL: 637.30 FL: 638.26 SDR 35EXISTING GRADE @CENTERLINE OF PIPEFINISHED GRADE @CENTERLINE OF PIPESTA: 3+28.64, SS-ASTA: 1+00.00, SS-BCONST. 4' MANHOLERIM: 634.2±STA: 4+57.86, SS-BCONST. 4' MANHOLERIM: 638.9± STA: 7+84.86, SS-BCONST. 4' MANHOLERIM: 646.8±8" SSWR @ 2 .13%8" SSWR @ 1.94%FL 8" SSWR: 625.21FL 8" SSWR: 625.31FL 8" SSWR: 625.32FL 8" SSWR: 632.25FL 8" SSWR: 632.35 FL 8" SSWR: 639.33FL 8" SSWR: 639.43 FL: 626.08FL: 627.08FL: 628.08FL: 629.09FL: 630.09FL: 631.09FL: 632.09 FL: 633.20 FL: 634.20 FL: 635.21 FL: 636.21 FL: 637.21 FL: 638.22 SDR 35EXISTING GRADE PERWHITE CHAPEL BLVDFROM SH 144 TO E.KIRKWOOD BLVDROAD IMPROVEMENTSEXISTING GRADE @CENTERLINE OF PIPEFINISHED GRADE @CENTERLINE OF PIPEFL 8" SSWR: 639.49 STA: 7+98.04, SS-BINSTALL: END AND PLUG8" SSWR BY DATE REVISIONSNo.DATESHEET NUMBERCHECKED BY: SCALE: DESIGNED BY: DRAWN BY: KHA PROJECT 10/6/22 PHONE: 972-770-1300 FAX: 972-239-3820 WWW.KIMLEY-HORN.COM TX F-928 © 2021 KIMLEY-HORN AND ASSOCIATES, INC. LAST SAVED 10/6/2022 6:57 AMPLOTTED BY GINDT, DYLAN 10/6/2022 10:48 AMDWG PATH K:\DAL_Civil\064514100-Carillon\CAD\Single Family\PlanSheetsDWG NAME C-Sanitary Sewer Profiles.dwg , [ SS-B & SS-C ]IMAGESXREFS xBrdr (22x34) : oSswr-SF 13455 NOEL ROAD, TWO GALLERIA OFFICE TOWER,SUITE 700, DALLAS, TX 75240 AS NOTED JWH MTR JWH EngineerP.E. No.DateNot for construction or permit purposes.FOR REVIEW ONLY10/6/2022124909JOSEPH HORNISHERSE N. WHITE CHAPEL BLVD & E. KIRKWOOD BLVD CITY OF SOUTHLAKE, TEXAS CARILLON PARC PREPARED FOR HCCP PROPERTY PARTNERS 064514100 C-505SANITARY SEWER PROFILES (2 OF 3) STA: 8+11.14, SS-DCONST. 4' MANHOLERIM: 631.5± STA: 5+72.70, SS-DCONST. 4' MANHOLERIM: 629.9± STA: 10+72.85, SS-DEND & STUB 8" SSWR W/ CLEANOUTRIM: 626.9± STA: 1+00.00, SS-DCONST. 5' MANHOLEON EX. 8" SWWR LINERIM: 626.5±8" SSWR @ 1.79%8" SSWR @ 0.56%8" SSWR @ 1.95%FL 8" SSWR: 614.91 FL 8" SSWR: 624.11FL 8" SSWR: 624.21 FL 8" SSWR: 625.55FL 8" SSWR: 625.65 FL 8" SSWR: 626.13 FL: 615.88FL: 616.85FL: 617.83FL: 618.80FL: 619.77FL: 620.75FL: 621.72 FL: 622.69 FL: 623.66 FL: 624.36 FL: 624.64 FL: 624.93 FL: 625.21 FL: 625.49 FL: 625.71 FL: 625.79 FL: 625.86 FL: 625.93 FL: 626.01 FL:SDR 26SDR 35EXISTING GRADE @CENTERLINE OF PIPEFINISHED GRADE @CENTERLINE OF PIPESTA: 10+67.85, SS-DCONST. 4' MANHOLERIM: 633.1± FL 8" SSWR: 625.94FL 8" SSWR: 626.04 STA: 18+93.12, SS-ASTA: 1+00.00, SS-ECONST. 5' MANHOLERIM: 641.9±STA: 3+55.44, SS-ECONST. 4' MANHOLERIM: 647.2±8" SSWR @ 0.39%FL 8" SSWR: 636.08FL 8" SSWR: 636.18FL 8" SSWR: 636.65FL 8" SSWR: 637.65 SDR 35FL: 636.85FL: 637.25FL: 637.45FL:FL:EXISTING GRADE @CENTERLINE OF PIPEFINISHED GRADE @CENTERLINE OF PIPEBY DATE REVISIONSNo.DATESHEET NUMBERCHECKED BY: SCALE: DESIGNED BY: DRAWN BY: KHA PROJECT 10/6/22 PHONE: 972-770-1300 FAX: 972-239-3820 WWW.KIMLEY-HORN.COM TX F-928 © 2021 KIMLEY-HORN AND ASSOCIATES, INC. LAST SAVED 10/6/2022 6:57 AMPLOTTED BY GINDT, DYLAN 10/6/2022 10:48 AMDWG PATH K:\DAL_Civil\064514100-Carillon\CAD\Single Family\PlanSheetsDWG NAME C-Sanitary Sewer Profiles.dwg , [ SS-C & SS-D (2) ]IMAGESXREFS xBrdr (22x34) : oSswr-SF 13455 NOEL ROAD, TWO GALLERIA OFFICE TOWER,SUITE 700, DALLAS, TX 75240 AS NOTED JWH MTR JWH EngineerP.E. No.DateNot for construction or permit purposes.FOR REVIEW ONLY10/6/2022124909JOSEPH HORNISHERSE N. WHITE CHAPEL BLVD & E. KIRKWOOD BLVD CITY OF SOUTHLAKE, TEXAS CARILLON PARC PREPARED FOR HCCP PROPERTY PARTNERS 064514100 C-506SANITARY SEWER PROFILES (3 OF 3) SGTT W W F S D S F G G F G F F OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHED12"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W20"W20"W8"SS 8"SS 8"SS8"SS8"SS8"SS8"SS8"SS8"SS8"SS8 "SS20"W20"W20"W20"W20"W20"W/// // ////// / //////////////////////CARILLON PHASE 1A INST. NO. D211101073 P.R.T.C.T. CARILLON PHASE 1A INST.NO. D211101073 P.R.T.C.T. OPEN SPACE OPEN SPACE CARILLON PHASE 2A-1 INST. NO. D213015134 P.R.T.C.T. INST. NO. D204133485 FRANCIS SHIVERS INST. NO. D212271966 O.P.R.T.C.T. THE SHIVERS FAMILY PARTNERSHIP, LTD. VOL. 13218, PG. 461 D.R.T.C.T. 10' UTILITY EASEMENT INST. NO. D211080420 O.P.R.T.C.T. CITY OF SOUTHLAKE ZONING: ECZ FLUM: MIXED USE STEWARTKRISTOPHERZONING: ECZFLUM: MIXED USECITY OF SOUTHLAKEZONING: PARKFLUM: MIXED USETODD ATWOOD ZONING: ECZ FLUM: MIXED USE KRISTOPHER LARDIS ZONING: ECZ FLUM: MIXED USE MAY MARTHA L ZONING: ECZ FLUM: MIXED USE GUTHRIE JACQUELINE ZONING: ECZ FLUM: MIXED USE MEAD MICHAEL E ZONING: ECZ FLUM: MIXED USE BRYCE DANIEL L ZONING: ECZ FLUM: MIXED USE FRANSDEN CHRISTOPHER M ZONING: ECZ FLUM: MIXED USE BENOIT ROBERT ZONING: ECZ FLUM: MIXED USE LEE ERVING ZONING: ECZ FLUM: MIXED USE FLURY JANE ZONING: ECZ FLUM: MIXED USE CLARK JAMES C ZONING: ECZ FLUM: MIXED USE HUSAIN ASIF ZONING: ECZ FLUM: MIXED USE MARCIANO P A U L ZONING: ECZ FLUM: MIXED U S E ELVING CAR L ZONING: ECZ FLUM: MIXED U S E MISRA NILAM B E N R ZONING: ECZ FLUM: MIXED U S E CLARK ROBE R T K ZONING: EC Z FLUM: MIXED U S E VALLERIE JA M E S ZONING: ECZ FLUM: MIXED U S E BURCH MIKE J ZONING: ECZ FLUM: MIXED U S E COUCH JOHN A N D P E G G Y REVOCABLE T R U S T ZONING: EC Z FLUM: MIXED U S E DUNCAN BR I A N ZONING: ECZ FLUM: MIXE D U S E WHITE CHAPEL BOULEVARD(A VARIABLE WIDTH RIGHT-OF-WAY)E. KIRKWOOD BOULEVARD (A VARIABLE WIDTH RIGHT-OF-WAY)RIVIERA DRIVE(A VARIABLE WIDTH RIGHT-OF-WAY)MONTE CAR L O D R I V E (51-FOOT W I D E R I G H T - O F - W A Y ) PALLADIAN D R I V E (90-FOOT W I D E R I G H T - O F - W A Y )RIV IERA DRIVE (A VAR IABLE W IDTH R IGHT -OF-WAY)WHITE CHAPEL BOULEVARD(A VARIABLE WIDTH RIGHT-OF-WAY)ST. TROPEZDRIVE(A 51' RIGHT-OF-WAY)FLFLFLFLFLEXISTING TREEEXTENTS TO SAVE 10 812 5 12 8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W 8"W 8"W 8"W 8"W 8"W8"W8"W8"W8"W8"W8"W8"SS8"SS8"SS8"SS8"SS8"SS8"SS8"SS8"SS8"SS 8"SS 8"SS 8"SS 8"SS8"SS 8"SS8"SS 8"SS S S S S S S S S S S S S S S S 8"W8"W8"W8"W8"W8"W8"W8"W8"SS 8"SS 8"SS 8"SS 8"SS 8"SS8"SS8"SS8"W 8"W 8 "W 96.0'EX. 8" WATEREX. 8" WATEREX. 12" WATER EX. 20" WATERSTREET B (A 51' RIGHT-OF-WAY) STREET D (A 51' RIGHT-OF-WAY)STREET A(A 51' RIGHT-OF-WAY)STREET E (A 51' RIGHT-OF-WAY) ALLEY C ALLEY DALLEY FALLEY B ALLEY A ALLEY E STREET C(A 51' RIGHT-OF-WAY)STREET A(A 51' RIGHT-OF-WAY)7 6 20 6 5 18 24 10 107354289 12 25 24 23 22 21 16191817 1 2 4 5 1178910 13 12 9 8 7 6 2 4 1 13 14 15 23 22 21 20 19 17 16 10 9 8 4 5 6 3 3 11 1415 12 BLOCK A X BLOCK B BLOCK B BLOCK C BLOCK D BLOCK D BLOCK E12X BLOCK F BLOCK G BLOCK F 2 1 1 11 12 13 13 27 15 BLOCK F X X X X X X X *BLOCK H BLOCK H * 14 11 26 1 3 1 26 25 2 BLOCK A 3 6 7 5 4 1 22 X 14X 1 3 2+003+004+005+006+00 7+008+009+0010+00 11+00 12+00 13+00 14+00 15+00 16+002+003+00 4+005+006+007+008+009+00 10+00 2+003+004+005+006+007+008+009+0010+00STA: 10+94.10, WL-A STA: 7+71.03, WL-CINSTALL:1 - 8" X 8" TEE 2 - 8" GATE VALVE STA: 6+26.93, WL-A STA: 16+91.08, WL-BINSTALL:1 - 8" X 8" TEE 2 - 8" GATE VALVE STA: 2+61.46, WL-ASTA: 1+00.00, WL-BINSTALL:1 - 8" X 8" TEE2 - 8" GATE VALVE STA: 9+71.07, WL-AINSTALL: 1 - FH ASSEMBLY1 - 8" GATE VALVE STA: 16+91.08, WL-BINSTALL:1 - FH ASSEMBLY 1 - 8" GATE VALVE STA: 7+70.09, WL-A INSTALL:1 - FH ASSEMBLY1 - 8" GATE VALVE STA: 1+53.55, WL-AINSTALL: 1 - FH ASSEMBLY1 - 8" GATE VALVE STA: 10+46.81, WL-C INSTALL:1 - 8" PLUG@ PROPERTY LINE 1 - 8" GATE VALVE1 - 2" BLOW OFF VALVE STA: 8+03.69, WL-CINSTALL:1 - 11.25% BEND(Δ = 6.3°) STA: 1+61.29, WL-C INSTALL:1 - 45° BEND STA: 1+51.22, WL-CINSTALL: 1 - 45° BEND STA: 1+00.00, WL-CCONNECT TO EX. 8" LINE STA: 16+36.08, WL-BINSTALL: 1 - FH ASSEMBLY1 - 8" GATE VALVE STA: 12+81.15, WL-B INSTALL: 1 - FH ASSEMBLY1 - 8" GATE VALVE STA: 9+93.19, WL-B INSTALL:1 - FH ASSEMBLY1 - 8" GATE VALVE STA: 7+44.11, WL-B INSTALL:1 - FH ASSEMBLY1 - 8" GATE VALVE STA: 4+35.07, WL-BINSTALL:1 - FH ASSEMBLY 1 - 8" GATE VALVESTA: 7+13.36, WL-BINSTALL: 1 - 45° BEND STA: 6+79.07, WL-B INSTALL:1 - 45° BEND STA: 1+58.83, WL-BINSTALL:1 - 11.25% BEND(Δ = 6°) STA: 9+77.11, WL-BINSTALL:1 - 45° BEND STA: 8+25.10, WL-A INSTALL:1 - 8" X 8" TEE2 - 8" GATE VALVE STA: 16+91.08, WL-BINSTALL:1 - 45° BEND STA: 16+81.08, WL-BINSTALL:1 - 45° BEND STA: 1+00.00, WL-AREMOVE EX. 8" PLUGAND 2" BLOW OFF VALVE AND CONNECT TO EX. 8" LINERELOCATE 2" BLOW OFF VALVETO STA 1+00 WL-A 8" WATER, WL-B 8" WATER, WL-B 8" WATER, WL-B 8" WATER, WL-B 8" WATER, WL-A 8" WATER, WL-C 8" WATER, WL-A 8" WATER, WL-CUTILITYEASEMENT STA: 9+84.19, WL-BINSTALL:1 - 45° BEND 1+002+003+00 4+00 5+00 6+00 7+00 8+00 9+009+221+00 2+ 0 0 3+0 0 F F F OHEOHEOHEOHEOHEOHE20"W20"WINST. NO. D204133485 FRANCIS SHIVERS INST. NO. D212271966 O.P.R.T.C.T.WHITE CHAPEL BOULEVARD(A VARIABLE WIDTH RIGHT-OF-WAY)FLFLFLFLFLEXISTING TREEEXTENTS TO SAVE 10 812 5 12 SSS 8"W8"W8"W8"W8"W8"W8"W8"W8"SS 8"SS 8"SS 8"SS 8"SS 8"SS8"SS8"SS8"W 8"W 8 "W BLOCK F BLOCK G BLOCK F 2 1 1 BLOCK F *BLOCK H 1 31+002+003+00 4+00 5+00 6+00 7+00 8+00 9+00 1+00 2+ 0 0 3+0 0 C-507 BYDATEREVISIONSNo.DATESHEET NUMBER CHECKED BY:SCALE:DESIGNED BY:DRAWN BY:KHA PROJECT10/6/22 PHONE: 972-770-1300 FAX: 972-239-3820WWW.KIMLEY-HORN.COM TX F-928© 2021 KIMLEY-HORN AND ASSOCIATES, INC. LAST SAVED 10/6/2022 10:20 AMPLOTTED BY GINDT, DYLAN 10/6/2022 10:48 AMDWG PATH K:\DAL_Civil\064514100-Carillon\CAD\Single Family\PlanSheetsDWG NAME C-Water Plan.dwg , [ WATERPLAN 1 ]IMAGESXREFS xBrdr (22x34) : xSingleFamily : xbndy : xexbase : xexutil : xUtil-SF : xLabel : xUtil-Commerical : xEsmt-Commerical13455 NOEL ROAD, TWO GALLERIA OFFICE TOWER,SUITE 700, DALLAS, TX 75240AS NOTEDJWHMTRJWHEngineer P.E. No.Date Not for construction or permit purposes.FOR REVIEW ONLY 10/6/2022124909 JOSEPH HORNISHER SE N. WHITE CHAPEL BLVD & E. KIRKWOODBLVD CITY OF SOUTHLAKE, TEXAS CARILLON PARCPREPARED FORHCCP PROPERTY PARTNERS064514100WATER PLAN (1 OF 2)NORTH PROPERTY LINE PROPOSED SANITARY SEWER LINE PROPOSED WATER LINE PROPOSED SANITARY SEWER MANHOLE PROPOSED SANITARY SEWER CLEANOUT SANITARY SEWER FLOW DIRECTION PROPOSED FIRE HYDRANT PROPOSED TAPPING SLEEVE & VALVE IRRIGATION SLEEVE EXISTING OVERHEAD POWER LINE EXISTING WATER LINE EXISTING SANITARY SEWER LINE EXISTING STORM SEWER LINE EXISTING POWER POLE EXISTING FIRE HYDRANT EXISTING WATER METER EXISTING SANITARY SEWER MANHOLE UTILITY LEGEND 1. FIRE HYDRANTS, VALVES, FITTINGS, ETC. SHOWN AS A GRAPHICAL REPRESENTATION ONLY. CONTRACTOR TO LOCATE AND CONSTRUCT THESEIMPROVEMENTS BASED ON THE CURRENT CITY/JURISDICTIONAL DESIGNSTANDARDS AND DETAILS. CONTRACTOR TO NOTIFY ENGINEER IF ANYDISCREPANCIES ARE DISCOVERED PRIOR TO BEGINNING CONSTRUCTION. 2. WATER AND SANITARY SEWER SEPARATION (VERTICAL AND HORIZONTAL) SHALL BEMAINTAINED IN ACCORDANCE WITH TCEQ REQUIREMENTS. 3. CONTRACTOR TO FIELD VERIFY LOCATION OF EXISTING UTILITIES PRIOR TOCONSTRUCTION. 4. FIRE HYDRANT ASSEMBLY INCLUDES ALL FITTINGS, TEES AND VALVES. 5. ALL FIRE HYDRANTS TO BE LOCATED AT PCCRS OR LOT LINES. 6. ALL WATERLINES ARE 8" UNLESS OTHERWISE NOTED. 7. ALL WATERLINE CURVES ARE CONCENTRIC AND PARALLEL TO THE STREET CENTERLINES UNLESS OTHERWISE NOTED. 8. ALL GATE VALVES AND WATER METERS SHALL BE PLACED CLEAR OF BARRIER-FREE RAMPS. 9. ADJUSTED SERVICES DUE TO CONFLICTS (I.E. MANHOLES, INLETS, TRENCH CONFLICTS OR NON-STANDARD PLACEMENT) = 10. ALL WATER PIPE SHALL BE SDR-18 C-900. 11. ALL WATER LINES ARE TO CLEAR CURB INLETS BY AT LEAST 2 FEET VERTICALLYAND HORIZONTALLY. WATER GENERAL NOTES * EXISTING UTILITIES IN THE AREA.CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF ALL EXISTING UTILITIES WITHTHE PROVIDER PRIOR TO START OFCONSTRUCTION AND SHALL IMMEDIATELYNOTIFY THE ENGINEER OF ANY CONFLICTSDISCOVERED. CONTRACTOR IS RESPONSIBLE FOR COORDINATING UTILITYRELOCATION WHERE NECESSARY ANDPROTECTING EXISTING UTILITIES (SHOWNOR NOT SHOWN). IF ANY EXISTINGUTILITIES ARE DAMAGED, THE CONTRACTOR SHALL REPLACE THEM ATTHEIR OWN EXPENSE. !!WARNING!!PROPERTY LINERIGHT-OF-WAY PAVEMENT B-B PROPERTY LINETYPICAL UTILITY LOCATION FIREHYDRANT WATER SANITARYSEWER STORMSEWER C.L.3'5' 6' 2 3 4 5 11 12 13 14 15 WATER LINE ROW LINE ROW LINE 10' S.S. LINE TYPICAL LOT SERVICE DETAIL S.S. SERVICE (4") TO BE LOCATED AT CENTER OF LOTAND WATER SERVICE (1") TO BE LOCATED 10'UPSTREAM OF SEWER SERVICE LOT LINELOT LINEMATCHLINE SEE SHEET C-508 E GFF G G F F WWG GF F G F F OHEOHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHEOHEOHEOHEOHEOHEOHEOHEOHE20"W20"W20"W 20"W 20"W 20"W 20"W 20"W 20"W 20"W 12"W 12"W 12"W 12"W 12"W 12"W 12"W 12"W 12"W20"W20"W20"W20"WHOPKINS DALLAS PROPERTIES, LTD. INST. NO. D201201397 O.P.R.T.C.T. TRACT 2 BRIAN ZVONECEK INST. NO. D204133485 O.P.R.T.C.T. FRANCIS SHIVERS INST. NO. D212271966 O.P.R.T.C.T. 20' UTILITY EASEMENT INST. NO. D211080416 INST. NO. D211103647 O.P.R.T.C.T. WATER LINE EASEMENT INST. NO. D211236610 O.P.R.T.C.T. STA T E H I G H W A Y 1 1 4 (A VA R I A B L E W I D T H R I G H T - O F - W A Y )WHITE CHAPEL BOULEVARD(A VARIABLE WIDTH RIGHT-OF-WAY)FLFLFLFLFLFLF L F L FL FL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FL EXISTING TREEEXTENTS TO SAVE 10 812 5 12 12 9 12 10 8 10 12 11 11 12 8"WS 8"SS8"SSS S S S S 8"W8"W8"W8"W8"W8"W8"W8"W8"W8 "W 8" W 8"W 8"SS 8"SS 8"SS 8"SS 8"SS 8"SS8"SS8"SS8"SS 8"W 8"W 8"W8"W8"W(A 51' RIGHT-OF-WAY) ALLEY C BLOCK F BLOCK F BLOCK G BLOCK G BLOCK G BLOCK F 6 2 3 1 3 2 4 5 1 15 BLOCK F BLOCK F X *BLOCK H * BLOCK H BLOCK F 2 9 1 3 9+00 8" WATER, WL-A 1+002+003+00 4+00 5+00 6+00 7+00 8+00 9+009+221+00 2+ 0 0 3+00 4+005+005+92STA: 9+00.66, WL-FINSTALL:1 - 8" X 6" TEE 1 - 8" GATE VALVE STA: 8+72.98, WL-F INSTALL:1 - JOINT DEFLECTION(∆ = 6°) STA: 6+13.31, WL-FINSTALL: 1 - 8" X 6" TEE1 - 6" TAPPING SLEEVE1 - 8" GATE VALVE 1 - 6" PLUG FOR FUTUREFIRE HYDRANT STA: 2+83.23, WL-F INSTALL:1 - 45° BEND STA: 2+65.34, WL-FINSTALL: 1 - 8" X 6" TEE1 - 6" TAPPING SLEEVE1 - 8" GATE VALVE 1 - 6" PLUG FOR FUTUREFIRE HYDRANT STA: 2+39.01, WL-F INSTALL:1 - 45° BEND STA: 2+33.58, WL-F INSTALL:1 - 8" X 4" TEE STA: 2+30.58, WL-FINSTALL: 1 - 8" X 2" TEE STA: 2+27.58, WL-F INSTALL:1 - 8" X 1" TEE STA: 2+33.58, WL-F INSTALL:1 - 4" FIRE CONNECTION STA: 2+30.58, WL-FINSTALL: 1 - 2" DOM. METER STA: 2+27.58, WL-FINSTALL:1 - 1" IRR. METER STA: 1+42.90, WL-DINSTALL:1 - JOINT DEFLECTION (∆ = 4.3°) STA: 1+00.00, WL-DCONNECT TO EX.20" WL STA: 1+65.19, WL-D INSTALL:1 - 8" X 1" TEE STA: 1+62.19, WL-D INSTALL:1 - 8" X 2" TEE STA: 1+59.19, WL-DINSTALL:1 - 8" X 4" TEE STA: 1+59.19, WL-DINSTALL: 1 - 4" FIRE CONNECTION STA: 1+62.19, WL-D INSTALL:1 - 2" DOM. METER STA: 1+65.19, WL-DINSTALL:1 - 1" IRR. METER STA: 2+01.51, WL-D INSTALL:1 - FH ASSEMBLY1 - 8" GATE VALVE STA: 2+62.17, WL-DINSTALL: 1 - 8" X 8" TEE STA: 3+72.82, WL-DINSTALL:1 - 8" X 8" TEE STA: 4+12.54, WL-D INSTALL:1 - FH ASSEMBLY1 - 8" GATE VALVE STA: 4+98.22, WL-DINSTALL:1 - 8" X 4" TEE BEGIN 394.5° CURVE STA: 5+04.22, WL-DINSTALL:1 - 8" X 1" TEE STA: 5+01.22, WL-DINSTALL:1 - 8" X 2" TEE STA: 4+98.22, WL-DINSTALL: 1 - 4" FIRE CONNECTION STA: 5+00.94, WL-DINSTALL:1 - 2" DOM. METER STA: 5+03.66, WL-DINSTALL:1 - 1" IRR. METER STA: 7+70.55, WL-D INSTALL:1 - 8" X 8" TEE STA: 8+00.71, WL-D INSTALL:1 - FH ASSEMBLY1 - 8" GATE VALVE STA: 9+50.89, WL-DEND 394.5° RADIUS CURVE STA: 9+76.55, WL-DINSTALL:1 - FH ASSEMBLY1 - 8" GATE VALVE STA: 10+45.37, WL-DINSTALL:1 - 90° BEND STA: 10+85.91, WL-DINSTALL:1 - FH ASSEMBLY 1 - 8" GATE VALVE STA: 11+00.88, WL-D CONNECT TO EX.20" WL F G F F OHEOHEOHEOHEOHEOHEOHE20"W20"WTRACT 2 BRIAN ZVONECEK INST. NO. D204133485 O.P.R.T.C.T. FRANCIS SHIVERS INST. NO. D212271966 O.P.R.T.C.T.WHITE CHAPEL BOULEVARD(A VARIABLE WIDTH RIGHT-OF-WAY)FLFLFLFLFLEXISTING TREEEXTENTS TO SAVE 10 812 5 12 8"W8"W8"SSSSS 8"W8"W8"W8"W8"W8"W8"W8"W8"SS 8"SS 8"SS 8"SS 8"SS 8"SS8"SS8"SS8"W 8"W 8"W STREET E (A 51' RIGHT-OF-WAY) ALLEY C ALLEY F612453 BLOCK C BLOCK F BLOCK G BLOCK F 2 1 1 15 BLOCK F X X *BLOCK H BLOCK H 6 1 3 8+009+00 10+00 8" WATER, WL-A 1+002+003+00 4+00 5+00 6+00 7+00 8+00 9+009+221+00 2+ 0 0 3+00 STA: 9+00.66, WL-FINSTALL:1 - 8" X 6" TEE1 - 8" GATE VALVE STA: 8+72.98, WL-F INSTALL:1 - JOINT DEFLECTION(∆ = 6°) STA: 6+13.31, WL-FINSTALL:1 - 8" X 6" TEE1 - 6" TAPPING SLEEVE1 - 8" GATE VALVE 1 - 6" PLUG FOR FUTUREFIRE HYDRANT STA: 2+83.23, WL-F INSTALL:1 - 45° BEND STA: 2+65.34, WL-FINSTALL: 1 - 8" X 6" TEE1 - 6" TAPPING SLEEVE1 - 8" GATE VALVE 1 - 6" PLUG FOR FUTUREFIRE HYDRANT STA: 2+39.01, WL-F INSTALL:1 - 45° BEND STA: 2+33.58, WL-F INSTALL:1 - 8" X 4" TEE STA: 2+30.58, WL-FINSTALL:1 - 8" X 2" TEE STA: 2+27.58, WL-F INSTALL:1 - 8" X 1" TEE STA: 2+33.58, WL-FINSTALL:1 - 4" FIRE CONNECTION STA: 2+30.58, WL-FINSTALL: 1 - 2" DOM. METER STA: 2+27.58, WL-FINSTALL:1 - 1" IRR. METER STA: 1+42.90, WL-DINSTALL: 1 - JOINT DEFLECTION(∆ = 4.3°) STA: 1+00.00, WL-DCONNECT TO EX.20" WL STA: 1+65.19, WL-D INSTALL:1 - 8" X 1" TEE STA: 1+62.19, WL-D INSTALL:1 - 8" X 2" TEE STA: 1+59.19, WL-DINSTALL:1 - 8" X 4" TEE STA: 1+59.19, WL-DINSTALL: 1 - 4" FIRE CONNECTION STA: 1+62.19, WL-D INSTALL:1 - 2" DOM. METER STA: 1+65.19, WL-DINSTALL: 1 - 1" IRR. METER STA: 2+01.51, WL-DINSTALL:1 - FH ASSEMBLY1 - 8" GATE VALVE STA: 2+62.17, WL-DINSTALL:1 - 8" X 8" TEE STA: 3+72.82, WL-DINSTALL:1 - 8" X 8" TEE STA: 4+12.54, WL-D INSTALL:1 - FH ASSEMBLY1 - 8" GATE VALVE STA: 4+98.22, WL-DINSTALL:1 - 8" X 4" TEE BEGIN 394.5° CURVE STA: 4+98.22, WL-DINSTALL: 1 - 4" FIRE CONNECTION 1. FIRE HYDRANTS, VALVES, FITTINGS, ETC. SHOWN AS A GRAPHICAL REPRESENTATION ONLY. CONTRACTOR TO LOCATE AND CONSTRUCT THESEIMPROVEMENTS BASED ON THE CURRENT CITY/JURISDICTIONAL DESIGNSTANDARDS AND DETAILS. CONTRACTOR TO NOTIFY ENGINEER IF ANYDISCREPANCIES ARE DISCOVERED PRIOR TO BEGINNING CONSTRUCTION. 2. WATER AND SANITARY SEWER SEPARATION (VERTICAL AND HORIZONTAL) SHALL BEMAINTAINED IN ACCORDANCE WITH TCEQ REQUIREMENTS. 3. CONTRACTOR TO FIELD VERIFY LOCATION OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. 4. FIRE HYDRANT ASSEMBLY INCLUDES ALL FITTINGS, TEES AND VALVES. 5. ALL FIRE HYDRANTS TO BE LOCATED AT PCCRS OR LOT LINES. 6. ALL WATERLINES ARE 8" UNLESS OTHERWISE NOTED. 7. ALL WATERLINE CURVES ARE CONCENTRIC AND PARALLEL TO THE STREET CENTERLINES UNLESS OTHERWISE NOTED. 8. ALL GATE VALVES AND WATER METERS SHALL BE PLACED CLEAR OF BARRIER-FREE RAMPS. 9. ADJUSTED SERVICES DUE TO CONFLICTS (I.E. MANHOLES, INLETS, TRENCH CONFLICTS OR NON-STANDARD PLACEMENT) = 10. ALL WATER PIPE SHALL BE SDR-18 C-900. 11. ALL WATER LINES ARE TO CLEAR CURB INLETS BY AT LEAST 2 FEET VERTICALLYAND HORIZONTALLY. WATER GENERAL NOTES * EXISTING UTILITIES IN THE AREA.CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF ALL EXISTING UTILITIES WITHTHE PROVIDER PRIOR TO START OFCONSTRUCTION AND SHALL IMMEDIATELYNOTIFY THE ENGINEER OF ANY CONFLICTSDISCOVERED. CONTRACTOR IS RESPONSIBLE FOR COORDINATING UTILITYRELOCATION WHERE NECESSARY ANDPROTECTING EXISTING UTILITIES (SHOWNOR NOT SHOWN). IF ANY EXISTINGUTILITIES ARE DAMAGED, THE CONTRACTOR SHALL REPLACE THEM ATTHEIR OWN EXPENSE. !!WARNING!! C-508 BYDATEREVISIONSNo.DATESHEET NUMBER CHECKED BY:SCALE:DESIGNED BY:DRAWN BY:KHA PROJECT10/6/22 PHONE: 972-770-1300 FAX: 972-239-3820WWW.KIMLEY-HORN.COM TX F-928© 2021 KIMLEY-HORN AND ASSOCIATES, INC. LAST SAVED 10/6/2022 10:20 AMPLOTTED BY GINDT, DYLAN 10/6/2022 10:48 AMDWG PATH K:\DAL_Civil\064514100-Carillon\CAD\Single Family\PlanSheetsDWG NAME C-Water Plan.dwg , [ WATER PLAN (2 OF 2) ]IMAGESXREFS xBrdr (22x34) : xSingleFamily : xbndy : xexbase : xexutil : xUtil-SF : xLabel : xUtil-Commerical : xEsmt-Commerical13455 NOEL ROAD, TWO GALLERIA OFFICE TOWER,SUITE 700, DALLAS, TX 75240AS NOTEDJWHMTRJWHEngineer P.E. No.Date Not for construction or permit purposes.FOR REVIEW ONLY 10/6/2022124909 JOSEPH HORNISHER SE N. WHITE CHAPEL BLVD & E. KIRKWOODBLVD CITY OF SOUTHLAKE, TEXAS CARILLON PARCPREPARED FORHCCP PROPERTY PARTNERS064514100WATER PLAN (2 OF 2)NORTH PROPERTY LINE PROPOSED SANITARY SEWER LINE PROPOSED WATER LINE PROPOSED SANITARY SEWER MANHOLE PROPOSED SANITARY SEWER CLEANOUT SANITARY SEWER FLOW DIRECTION PROPOSED FIRE HYDRANT PROPOSED TAPPING SLEEVE & VALVE IRRIGATION SLEEVE EXISTING OVERHEAD POWER LINE EXISTING WATER LINE EXISTING SANITARY SEWER LINE EXISTING STORM SEWER LINE EXISTING POWER POLE EXISTING FIRE HYDRANT EXISTING WATER METER EXISTING SANITARY SEWER MANHOLE UTILITY LEGEND MATCHLINE SEE SHEET C-507 BY DATE REVISIONSNo.DATESHEET NUMBERCHECKED BY: SCALE: DESIGNED BY: DRAWN BY: KHA PROJECT 10/6/22 PHONE: 972-770-1300 FAX: 972-239-3820 WWW.KIMLEY-HORN.COM TX F-928 © 2021 KIMLEY-HORN AND ASSOCIATES, INC. LAST SAVED 10/6/2022 6:57 AMPLOTTED BY GINDT, DYLAN 10/6/2022 10:48 AMDWG PATH K:\DAL_Civil\064514100-Carillon\CAD\Single Family\PlanSheetsDWG NAME C-City Detalis.dwg , [ WATER AND SANITARY SEWER DETAILS ]IMAGESXREFS xBrdr (22x34) 13455 NOEL ROAD, TWO GALLERIA OFFICE TOWER,SUITE 700, DALLAS, TX 75240 AS NOTED JWH MTR JWH EngineerP.E. No.DateNot for construction or permit purposes.FOR REVIEW ONLY10/6/2022124909JOSEPH HORNISHERSE N. WHITE CHAPEL BLVD & E. KIRKWOOD BLVD CITY OF SOUTHLAKE, TEXAS CARILLON PARC PREPARED FOR HCCP PROPERTY PARTNERS 064514100 C-509WATER AND SANITARY SEWER DETAILS 6206256306356406456506556206256306356406456506550+501+002+00FL 24' STORM: 628.69FL 18' STORM: 628.69FL 24' STORM: 628.69FL 18' STORM: 633.87 STA: 5+91.75, ST-ASTA: 1+00.00, LAT A-1INSTALL:1 - 45° WYESTA: 1+20.51, LAT A-1INSTALL:1 - 10' CURB INLETTC: 637.87PROPOSED ℄ GRADEEXISTING GRADE6206256306356406456506556206256306356406456506550+501+002+00FL 24' STORM: 628.66FL 18' STORM: 628.66FL 24' STORM: 628.66FL 18' STORM: 633.87 STA: 5+81.14, ST-ASTA: 1+00.00, LAT A-2INSTALL:1 - 30° WYESTA: 1+29.00, LAT A-2INSTALL:1 - 10' CURB INLETTC: 637.87PROPOSED ℄ GRADEEXISTING GRADE6156206256306356406456506156206256306356406456500+501+002+00FL 24' STORM: 628.07FL 18' STORM: 628.07 FL 24' STORM: 628.07 FL 18' STORM: 631.04 FL 18' STORM: 629.19 FL 18' STORM: 629.19 STA: 3+82.82, ST-A STA: 1+00.00, LAT A-3 INSTALL:1 - 45° WYE STA: 1+33.72, LAT A-3 INSTALL:1 - 10' CURB INLET TC: 635.04 STA: 1+12.70, LAT A-3 INSTALL:1 - 45° BEND PROPOSED ℄ GRADEEXISTING GRADE6156206256306356406456506156206256306356406456500+501+002+00FL 24' STORM: 627.94FL 18' STORM: 627.94FL 24' STORM: 627.94 FL 18' STORM: 630.08 STA: 3+39.01, ST-A STA: 1+00.00, LAT A-4 INSTALL:1 - 45° WYE STA: 1+20.51, LAT A-4 INSTALL:1 - 10' CURB INLETTC: 634.08PROPOSED ℄ GRADEEXISTING GRADE6156206256306356406456506156206256306356406456500+501+002+00FL 24' STORM: 627.90FL 18' STORM: 627.90FL 24' STORM: 627.90 FL 18' STORM: 630.08 STA: 3+28.39, ST-A STA: 1+00.00, LAT A-5 INSTALL: 1 - 30° WYE STA: 1+29.00, LAT A-5 INSTALL:1 - 10' CURB INLETTC: 634.08PROPOSED ℄ GRADEEXISTING GRADE6156206256306356406456506156206256306356406456500+501+002+00FL 33' STORM: 627.39FL 18' STORM: 627.29FL 33' STORM: 627.39FL 18' STORM: 628.23 STA: 1+58.86, ST-ASTA: 1+00.00, LAT A-6INSTALL:1 - 45° WYESTA: 1+17.47, LAT A-6INSTALL:1 - 10' CURB INLETTC: 632.22PROPOSED ℄ GRADEEXISTING GRADE6166206256306356406456506166206256306356406456500+501+002+002+50STA: 0+29.05, ST-ASTA: 1+00.00, EX. LAT 1FEX. 18" CONNECTIONSTA: 1+85.88, EX. LAT 1FEX. 10' RECESSED INLETSPER CARILLON PHASE 1APROJECT #: C3X51300TC: 633.59FL 18' STORM: 626.15FL 33' STORM: 625.52FL 33' STORM: 625.52FL 18' STORM: 629.63 PROPOSED ℄ GRADEEXISTING GRADE6156206256306356406456506156206256306356406456500+501+002+00FL 18' STORM: 629.28 FL 18' STORM: 628.85FL 18' STORM: 628.85FL 18' STORM: 628.85 STA: 1+10.32, LAT A-8 INSTALL: 1 - 10' CURB INLETTC: 633.28 STA: 3+41.26, ST-A.1 STA: 1+00.00, LAT A-8 INSTALL:1 - 45° WYE PROPOSED ℄ GRADEEXISTING GRADE6156206256306356406456506156206256306356406456500+501+002+00FL 18' STORM: 628.46 FL 18' STORM: 628.17FL 18' STORM: 628.17 FL 30' STORM: 628.09 FL 18' STORM: 627.99FL 30' STORM: 628.09 STA: 1+16.38, LAT A-9 INSTALL:1 - 10' CURB INLETTC: 632.46 STA: 1+06.38, LAT A-9 INSTALL:1 - 45° BEND STA: 2+11.81, ST-A.1 STA: 1+00.00, LAT A-9 INSTALL: 1 - 45° WYE PROPOSED ℄ GRADEEXISTING GRADE6156206256306356406456506156206256306356406456500+501+002+00FL 18' STORM: 628.45 FL 30' STORM: 628.05 FL 18' STORM: 627.95FL 30' STORM: 628.05 STA: 1+20.51, LAT A-10 INSTALL:1 - 10' CURB INLETTC: 632.45 STA: 2+02.65, ST-A.1 STA: 1+00.00, LAT A-10 INSTALL:1 - 45° WYE PROPOSED ℄ GRADEEXISTING GRADEBY DATE REVISIONSNo.DATESHEET NUMBERCHECKED BY: SCALE: DESIGNED BY: DRAWN BY: KHA PROJECT 10/6/22 PHONE: 972-770-1300 FAX: 972-239-3820 WWW.KIMLEY-HORN.COM TX F-928 © 2021 KIMLEY-HORN AND ASSOCIATES, INC. LAST SAVED 10/6/2022 6:57 AMPLOTTED BY GINDT, DYLAN 10/6/2022 10:49 AMDWG PATH K:\DAL_Civil\064514100-Carillon\CAD\Single Family\PlanSheetsDWG NAME C-Lateral Details.dwg , [ STORM LATERAL PROFILES (1 OF 2) ]IMAGESXREFS xBrdr (22x34) : oStorm-SF 13455 NOEL ROAD, TWO GALLERIA OFFICE TOWER,SUITE 700, DALLAS, TX 75240 AS NOTED JWH MTR JWH EngineerP.E. No.DateNot for construction or permit purposes.FOR REVIEW ONLY10/6/2022124909JOSEPH HORNISHERSE N. WHITE CHAPEL BLVD & E. KIRKWOOD BLVD CITY OF SOUTHLAKE, TEXAS CARILLON PARC PREPARED FOR HCCP PROPERTY PARTNERS 064514100 C-510STORM LATERAL PROFILES (1 OF 2) 6156206256306356406456506156206256306356406456500+501+002+00FL 36' STORM: 625.16FL 18' STORM: 625.91FL 36' STORM: 625.16FL 18' STORM: 629.11FL 18' STORM: 627.62FL 18' STORM: 627.62 STA: 9+42.78, ST-BSTA: 1+00.02, LAT B-1INSTALL:1 - 45° WYESTA: 1+34.15, LAT B-1INSTALL:1 - 10' CURB INLETTC: 633.11STA: 1+14.17, LAT B-1INSTALL:1 - 45° BENDPROPOSED ℄ GRADEEXISTING GRADE6156206256306356406456506156206256306356406456500+501+002+00FL 24' STORM: 625.81FL 18' STORM: 626.81FL 24' STORM: 625.81FL 18' STORM: 630.86 STA: 1+35.00, ST-B.1STA: 1+00.00, LAT B-3INSTALL:1 - 45° WYESTA: 1+20.51, LAT B-3INSTALL:1 - 10' CURB INLETTC: 634.86PROPOSED ℄ GRADEEXISTING GRADE6156206256306356406456506156206256306356406456500+501+002+00FL 24' STORM: 625.45FL 18' STORM: 626.48 FL 24' STORM: 625.45 FL 18' STORM: 630.86 STA: 1+24.39, ST-B.1 STA: 1+00.00, LAT B-4 INSTALL: 1 - 30° WYE STA: 1+29.00, LAT B-4 INSTALL:1 - 10' CURB INLETTC: 634.86 PROPOSED ℄ GRADEEXISTING GRADE6156206256306356406456506156206256306356406456500+501+002+00FL 18' STORM: 627.16 FL 42' STORM: 621.13FL 18' STORM: 623.94FL 42' STORM: 621.13 STA: 1+14.85, LAT B-5 INSTALL: 1 - 10' CURB INLETTC: 631.16 STA: 4+45.47, ST-B STA: 1+00.00, LAT B-5 INSTALL:1 - 45° WYE PROPOSED ℄ GRADEEXISTING GRADE6106156206256306356406456106156206256306356406450+501+002+00FL 18' STORM: 625.54 FL 18' STORM: 623.86 FL 18' STORM: 623.86 STA: 1+26.75, LAT B-6 INSTALL:1 - 10' CURB INLETTC: 629.54 STA: 2+60.47, ST-B STA: 1+17.56, LAT B-6 INSTALL:1 - 45° BEND FL 42' STORM: 619.63FL 18' STORM: 620.63FL 42' STORM: 619.63 STA: 2+60.47, ST-B STA: 1+00.00, LAT B-6 INSTALL:1 - 4' JUNCTION BOXRIM: 629.5±PROPOSED ℄ GRADEEXISTING GRADE6056106156206256306356406056106156206256306356400+501+002+00STA: 10+69.81, EX. SD-4STA: 0+99.89, EX. LAT 4FEX. 18" CONNECTIONPER CARILLION PHASE 1APAV STATION 9+52.23STA: 1+22.67, EX. LAT 4FEX. STD 10' CURB INLETTC: 625.84FL 42' STORM: 617.48FL 18' STORM: 618.48FL 42' STORM: 617.48FL 18' STORM: 622.05 EXISTING GRADE6156206256306356406456506156206256306356406456500+501+002+00STA: 1+27.99, ST-CSTA: 1+00.00, LAT C-1INSTALL:1 - 45° WYESTA: 1+20.51, LAT C-1INSTALL:1 - 10' CURB INLETTC: 630.77FL 24' STORM: 625.19FL 18' STORM: 625.44FL 24' STORM: 625.19FL 18' STORM: 626.77 PROPOSED ℄ GRADEEXISTING GRADE6156206256306356406456506156206256306356406456500+501+002+00STA: 1+09.12, LAT C-2 INSTALL:1 - 10' CURB INLETTC: 630.90 STA: 17+46.98, EX. SD-4 STA: 0+99.99, LAT C-2 INSTALL: 1 - 45° WYEFL 18' STORM: 626.90 FL 30' STORM: 623.81 FL 18' STORM: 623.71FL 30' STORM: 623.81 PROPOSED ℄ GRADEEXISTING GRADE6156206256306356406456506156206256306356406456500+501+002+00STA: 1+10.73, LAT C-3 INSTALL: 1 - 10' CURB INLETTC: 630.26 STA: 16+52.76, EX. SD-4 STA: 0+99.97, LAT C-3 INSTALL: 1 - 45° WYEFL 18' STORM: 626.26 FL 30' STORM: 623.23FL 18' STORM: 623.13FL 30' STORM: 623.23 PROPOSED ℄ GRADEEXISTING GRADEBY DATE REVISIONSNo.DATESHEET NUMBERCHECKED BY: SCALE: DESIGNED BY: DRAWN BY: KHA PROJECT 10/6/22 PHONE: 972-770-1300 FAX: 972-239-3820 WWW.KIMLEY-HORN.COM TX F-928 © 2021 KIMLEY-HORN AND ASSOCIATES, INC. LAST SAVED 10/6/2022 6:57 AMPLOTTED BY GINDT, DYLAN 10/6/2022 10:49 AMDWG PATH K:\DAL_Civil\064514100-Carillon\CAD\Single Family\PlanSheetsDWG NAME C-Lateral Details.dwg , [ STORM LATERAL DETAILS (2 OF 2) ]IMAGESXREFS xBrdr (22x34) : oStorm-SF 13455 NOEL ROAD, TWO GALLERIA OFFICE TOWER,SUITE 700, DALLAS, TX 75240 AS NOTED JWH MTR JWH EngineerP.E. No.DateNot for construction or permit purposes.FOR REVIEW ONLY10/6/2022124909JOSEPH HORNISHERSE N. WHITE CHAPEL BLVD & E. KIRKWOOD BLVD CITY OF SOUTHLAKE, TEXAS CARILLON PARC PREPARED FOR HCCP PROPERTY PARTNERS 064514100 C-511STORM LATERAL DETAILS (2 OF 2) BY DATE REVISIONSNo.DATESHEET NUMBERCHECKED BY: SCALE: DESIGNED BY: DRAWN BY: KHA PROJECT 10/6/22 PHONE: 972-770-1300 FAX: 972-239-3820 WWW.KIMLEY-HORN.COM TX F-928 © 2021 KIMLEY-HORN AND ASSOCIATES, INC. LAST SAVED 10/6/2022 6:57 AMPLOTTED BY GINDT, DYLAN 10/6/2022 10:49 AMDWG PATH K:\DAL_Civil\064514100-Carillon\CAD\Single Family\PlanSheetsDWG NAME C-City Detalis.dwg , [ STORM DETAILS ]IMAGESXREFS xBrdr (22x34) 13455 NOEL ROAD, TWO GALLERIA OFFICE TOWER,SUITE 700, DALLAS, TX 75240 AS NOTED JWH MTR JWH EngineerP.E. No.DateNot for construction or permit purposes.FOR REVIEW ONLY10/6/2022124909JOSEPH HORNISHERSE N. WHITE CHAPEL BLVD & E. KIRKWOOD BLVD CITY OF SOUTHLAKE, TEXAS CARILLON PARC PREPARED FOR HCCP PROPERTY PARTNERS 064514100 C-512STORM DETAILS FHFHFHFHFHFHFHFHFHFHFHFHFHFHMHMHMHMHMHMHMHMHMHMHMHMHMHMHMHMHMHMHMHSTREET B(A 51' RIGHT-OF-WAY)STREET D(A 51' RIGHT-OF-WAY)STREET A (A 51' RIGHT-OF-WAY)STREET E(A 51' RIGHT-OF-WAY)ALLEY CALLEY D ALLEY F ALLEY BALLEY AALLEY ESTREET C(A 51' RIGHT-OF-WAY) STREET A (A 51' RIGHT-OF-WAY )FHFH76206 51824 1010735428912252423222116191817124511789101312 9 8 7 6 2 4 1131415232221201917161098456 3311141512BLOCK AXBLOCK BBLOCK BBLOCK CBLOCK DBLOCK DBLOCK E12XBLOCK FBLOCK GBLOCK F2 11 11 1213 132715BLOCK FXXXXXXX*BLOCK HBLOCK H*14112613126252BLOCK A36754122X 14X 13CARILLON PHASE 1AINST. NO. D211101073P.R.T.C.T.OPEN SPACESUMMIT QI PROPERTIES, LLCINST. NO. D216078196O.P.R.T.C.T.SUMMIT QI PROPERTIES, LLCINST. NO. D217101246O.P.R.T.C.T.THE SOUTHLAKE SALONS OFVOLTERRA, LLCINST. NO. D216217889O.P.R.T.C.T.HCCP PROPERTYPARTNERS, LLCINST. NO. D216217920O.P.R.T.C.T.HOPKINS DALLASPROPERTIES, LTD.INST. NO. D201201397TRACT 2BRIAN ZVONECEKINST. NO. D204133485O.P.R.T.C.T.FRANCIS SHIVERSINST. NO. D212271966O.P.R.T.C.T.THE SHIVERS FAMILYPARTNERSHIP, LTD.VOL. 13218, PG. 461D.R.T.C.T.WATER LINE EASEMENTINST. NO. D211236610O.P.R.T.C.T.CITY OF SOUTHLAKEZONING: ECZFLUM: MIXED USETODD ATWOODZONING: ECZFLUM: MIXED USEKRISTOPHER LARDISZONING: ECZFLUM: MIXED USEMAY MARTHA LZONING: ECZFLUM: MIXED USEGUTHRIE JACQUELINEZONING: ECZFLUM: MIXED USEMEAD MICHAEL EZONING: ECZFLUM: MIXED USEBRYCE DANIEL LZONING: ECZFLUM: MIXED USEFRANSDENCHRISTOPHER MZONING: ECZFLUM: MIXED USEBENOIT ROBERTZONING: ECZFLUM: MIXED USELEE ERVINGZONING: ECZFLUM: MIXED USEFLURY JANEZONING: ECZFLUM: MIXED USECLARK JAMES CZONING: ECZFLUM: MIXED USEHUSAIN ASIFZONING: ECZFLUM: MIXED USEMARCIANO PAULZONING: ECZFLUM: MIXED USEELVING CARLZONING: ECZFLUM: MIXED USEMISRA N ILAMBEN RZONING: ECZFLUM: MIXED USECLARK ROBERT KZONING: ECZFLUM: MIXED USEVALLERIE JAMESZONING: ECZFLUM: MIXED USEBURCH MIKE JZONING: ECZFLUM: M IXED USECOUCH JOHN AND PEGGYREVOCABLE TRUSTZONING: ECZFLUM: M IXED USEDUNCAN BRIANZONING: ECZFLUM: MIXED USEBIEKER RONFLUM: MIXED USE WHITE CHAPEL BOULEVARD(A VARIABLE WIDTH RIGHT-OF-WAY)E. KIRKWOODBOULEVARD(A VARIABLE WIDTH RIGHT-OF-WAY)RIVIERA DRIVE(A VARIABLE WIDTH RIGHT-OF-WAY)MONTE CARLO DRIVE(51-FOOT WIDE R IGHT-OF-WAY)PALLADIAN DRIVE (90-FOOT W IDE R IGHT-OF-WAY)RIVIERA DRIVE(A VARIABLE WIDTH RIGHT-OF-WAY)WHITE CHAPEL BOULEVARD(A VARIABLE WIDTH RIGHT-OF-WAY) ST. TROPEZFLFLFLFLFLFLFLFLFLEXISTING TREEEXTENTS TO SAVE10812512911BY DATE REVISIONSNo.DATESHEET NUMBERCHECKED BY: SCALE: DESIGNED BY: DRAWN BY: KHA PROJECT 10/6/22 PHONE: 972-770-1300 FAX: 972-239-3820 WWW.KIMLEY-HORN.COM TX F-928 © 2021 KIMLEY-HORN AND ASSOCIATES, INC. LAST SAVED 9/8/2022 8:36 AMPLOTTED BY GINDT, DYLAN 10/6/2022 10:49 AMDWG PATH K:\DAL_Civil\064514100-Carillon\CAD\Single Family\PlanSheetsDWG NAME C-Eros.dwg , [ EROSION CONTROL PLAN ]IMAGESXREFS xBrdr (22x34) : xRoad-SF : xSingleFamily : xbndy : xPave-WC : xLabel 13455 NOEL ROAD, TWO GALLERIA OFFICE TOWER,SUITE 700, DALLAS, TX 75240 AS NOTED JWH MTR JWH EngineerP.E. No.DateNot for construction or permit purposes.FOR REVIEW ONLY10/6/2022124909JOSEPH HORNISHERSE N. WHITE CHAPEL BLVD & E. KIRKWOOD BLVD CITY OF SOUTHLAKE, TEXAS CARILLON PARC PREPARED FOR HCCP PROPERTY PARTNERS 064514100 SITE MAP GENERAL NOTESSTANDARD EROSION CONTROLGENERAL NOTESBMP MAINTENANCE SCHEDULESWALECESILT FENCECONSTRUCTIONENTRANCE/EXITSFIPINLET PROTECTIONCDROCK CHECK DAMLIMITS OF DISTURBANCELDPROPOSED CONTOUREXISTING CONTOURHIGH POINTEROSION CONTROL LEGENDTREE PROTECTIONTPCURLEXCXEROSION CONTROL SCHEDULE AND PHASINGVEGETATIVE STABILIZATION REQUIREMENTSNORTHEROSION CONTROL PLANC-600