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Preliminary Engineering3 0 ' R O W 60 ' T E M P C O N S T R U C T I O N E S M T 38.94' TEMP CONSTRUCTION ESMT 5' UTIL ESMT 15' ACCESS ESMT FFE = 676.75 FFE = 681.40 FFE = 680.50 678.43 678.62 677.36 677.17 676.33 676.52 675.62 675.43 676.35676.81 675.99677.17 673.76 674.13 675.04 676.12 675.21 676.12675.94 675.67675.85676.68 676.07 675.75 675.62 676.90 677.58 677.80 678.42679.54 679.76 678.64 680.19 679.67679.85 680.37 678.70 679.16 679.06 680.30680.78 679.64 679.18 679.54 679.78680.14 681.46 680.85 680.67± ME 682.36± ME682.65± ME 683.25 683.46 683.46± ME685.00± ME 679.48± ME 679.04± ME 679.87680.33680.69 679.09 678.73± ME 677.60 677.24± ME 677.00± ME 677.36 676.20 675.84± ME 675.05 676.60 676.96 676.95 677.31 674.69 673.98± ME 674.69± ME 674.39± ME 673.57± ME 673.34± ME 673.19± ME 673.68 674.04 672.74 BW 676.69 TW 676.68 676.63 TW672.65 BW 675.97 675.92 TW672.37 BW 675.82 TW672.24 BW 675.50 TW672.50 BW 675.57675.89 676.75 676.75 676.75 676.40 674.33673.98 676.75 TW672.34 BW 680.50 681.40 681.10 681.40 681.40 681.40681.40 CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE EXPOSED GRADE BEAM EXPOSED GRADE BEAM EXPOSED GRADE BEAM RETAINING WALL W/ 42" HANDRAILS (DESIGN BUILD) EXPOSED GRADE BEAM 681.40 682.20 675.60 TW675.60 BW EXPOSED GRADE BEAM 680.50 679.80680.50 680.00 681.12 681.30 681.04 681.70 TW679.50 BW 680.78 TW680.78 BW 681.90 TW679.84 BW 682.54 TW682.54 BW GR A D I N G P L A N ( 1 O F 3 ) C-11 LEGEND EXISTING CONTOUR PROPOSED CONTOUR FLOW PATH PROPOSED GRADE (TOP OF PAVEMENT) ME MATCH EXISTING TR TOP OF RAMP TW TOP OF WALL BW BOTTOM OF WALL 699.50 700 695 DA T E No . RE V I S I O N BY DATE: SHEET 3/15/2021 CHECKED:CLC DRAWN:LRR DESIGN:LRR File No:MAGNOLIA SOUTHLAKE 19 0 3 C E N T R A L D R . S U I T E # 4 0 6 PH O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M TEXAS FIRM #14199 MA G N O L I A S O U T H L A K E VI L L A G E C E N T E R D R SO U T H L A K E , T X 7 6 0 9 2 PRELIMINARY CLAYMOORE ENGINEERING BENCHMARK: TBM #1: MAG NAIL SET IN CONC DRIVE 38.5' NORTH AND 3.4' EAST OF THE SOUTHEAST CORNER OF SUBJECT PROPERTY.ELEVATION: 655.28 -CITY BENCHMARK: MONUMENT 49 GEODETIC DATA LATITUDE: 32°56'04.57805" LONGITUDE: 97°06'17.91291" ELLIP HGHT: 583.85' NOTES: 1.ALL SPOT ELEVATIONS ARE TO TOP OF PAVING UNLESS OTHERWISE NOTED. 2.EXISTING UTILITIES WERE OBTAINED FROM RECORD DRAWINGS. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF EXISTING UTILITIES AND NOTIFY THE ENGINEER FOR ANY DISCREPANCIES WITH THIS PLAN. 3.MAXIMUM SLOPE IN LANDSCAPE AREAS ARE NOT TO EXCEED 4:1; MIN EARTH GRADE IS 1%; MIN PAVING GRADE IS 0.5%. 4.ALL CURB HEIGHTS ARE 6-INCHES UNLESS NOTED OTHERWISE. 5.REFER TO GEOTECHNICAL REPORT FOR REQUIREMENTS REGARDING FILL COMPACTION AND MOISTURE CONTENT. 6.REF. STRUCTURAL PLANS, SPECIFICATIONS, AND GEOTECHNICAL REPORT FOR ALL BUILDING PAD PREPARATION CRITERIA. 7.THE CONTRACTOR SHALL CONSTRUCT ALL BARRIER FREE RAMPS PER CITY OF SOUTHLAKE AND ADA STANDARDS. 8.GRADING FOR ALL SIDEWALKS AND ACCESSIBLE ROUTES INCLUDING CROSSING DRIVEWAYS SHALL CONFORM TO ADA STANDARDS. SLOPES SHALL NOT EXCEED 5% LONGITUDINAL SLOPE OR 2% CROSS SLOPE. SIDEWALK ACCESS TO EXTERNAL BUILDING DOORS SHALL BE ADA COMPLIANT. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IF ADA CRITERIA CANNOT BE MET AT ANY LOCATION. 9.GRADING OF ALL HANDICAPPED SPACES AND ROUTES IS TO CONFORM TO LOCAL, STATE, AND FEDERAL GUIDELINES. 10.CONTRACTOR SHALL ADJUST EXISTING VALVES, MANHOLE RIMS, ETC. AS NECESSARY TO MATCH FINISHED GRADE. 11.CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE AWAY FROM EXISTING & PROPOSED BUILDINGS. 12.FOR ANY RETAINING WALLS GREATER THAN 4-FEET IN HEIGHT, INCLUDING THE FOOTING, SHALL REQUIRE STRUCTURAL PLANS PREPARED BY A REGISTERED ENGINEERING IN THE STATE OF TEXAS AND WILL REQUIRE A PERMIT FROM THE BUILDING INSPECTIONS DEPARTMENT PRIOR TO CONSTRUCTION. 13.CONTRACTOR TO PROVIDE RETAINING WALL STRUCTURAL PLANS, PREPARED BY A LICENSED ENGINEER IN THE STATE OF TEXAS, TO THE BUILDING INSPECTIONS DEPARTMENT PRIOR TO CONSTRUCTION. 0 GRAPHIC SCALE 1 inch = ft. 20 20 40 20 10 3 0 ' R O W 60 ' T E M P C O N S T R U C T I O N E S M T 38.94' TEMP CONSTRUCTION ESMT 5' UTIL ESMT 15' ACCESS ESMT EX-1 1.55 AC 3.73 CFS EX-2 0.32 AC 0.77 CFS EX I S T I N G D R A I N A G E A R E A M A P C-14 ACCORDING TO MAP NO. 48439C0115K, DATED SEPTEMBER 25, 2009 OF THE NATIONAL FLOOD INSURANCE PROGRAM MAP, FLOOD INSURANCE RATE MAP OF TARRANT COUNTY, TEXAS, FEDERAL EMERGENCY MANAGEMENT AGENCY, FEDERAL INSURANCE ADMINISTRATION, THIS PROPERTY IS WITHIN ZONE "X", (AREAS DETERMINED TO BE OUTSIDE OF THE 0.2% ANNUAL CHANCE FLOODPLAIN). 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 OR NATURAL CAUSES. THIS FLOOD STATEMENT SHALL NOT CREATE LIABILITY ON THE PART OF THE SURVEYOR. FLOODPLAIN NOTE LEGEND DRAINAGE AREA LABEL DRAINAGE AREA (AC) FLOW QUANTITY (CFS) DIRECTION OF FLOW DRAINAGE AREA BOUNDARY EXISTING CONTOURS # AC CFS DA T E No . RE V I S I O N BY DATE: SHEET 3/15/2021 CHECKED:CLC DRAWN:LRR DESIGN:LRR File No:MAGNOLIA SOUTHLAKE 19 0 3 C E N T R A L D R . S U I T E # 4 0 6 PH O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M TEXAS FIRM #14199 MA G N O L I A S O U T H L A K E VI L L A G E C E N T E R D R SO U T H L A K E , T X 7 6 0 9 2 PRELIMINARY CLAYMOORE ENGINEERING BENCHMARK: TBM #1: MAG NAIL SET IN CONC DRIVE 38.5' NORTH AND 3.4' EAST OF THE SOUTHEAST CORNER OF SUBJECT PROPERTY.ELEVATION: 655.28 -CITY BENCHMARK: MONUMENT 49 GEODETIC DATA LATITUDE: 32°56'04.57805" LONGITUDE: 97°06'17.91291" ELLIP HGHT: 583.85' 0 GRAPHIC SCALE 1 inch = ft. 20 20 40 20 10 600 3 0 ' R O W 60 ' T E M P C O N S T R U C T I O N E S M T 38.94' TEMP CONSTRUCTION ESMT 5' UTIL ESMT 15' ACCESS ESMT A-1 0.65 AC 5.71 CFS B-1 0.24 AC 2.11 CFS C-1 0.06 AC 0.53 CFS R-1 0.09 AC 0.79 CFS R-2 0.10 AC 0.88 CFS R-3 0.10 AC 0.88 CFS D-1 0.32 AC 2.81 CFS E-1 0.31 AC 2.72 CFS PR O P O S E D D R A I N A G E A R E A M A P C-15 ACCORDING TO MAP NO. 48439C0115K, DATED SEPTEMBER 25, 2009 OF THE NATIONAL FLOOD INSURANCE PROGRAM MAP, FLOOD INSURANCE RATE MAP OF TARRANT COUNTY, TEXAS, FEDERAL EMERGENCY MANAGEMENT AGENCY, FEDERAL INSURANCE ADMINISTRATION, THIS PROPERTY IS WITHIN ZONE "X", (AREAS DETERMINED TO BE OUTSIDE OF THE 0.2% ANNUAL CHANCE FLOODPLAIN). 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 OR NATURAL CAUSES. THIS FLOOD STATEMENT SHALL NOT CREATE LIABILITY ON THE PART OF THE SURVEYOR. FLOODPLAIN NOTE LEGEND DRAINAGE AREA LABEL DRAINAGE AREA (AC) FLOW QUANTITY (CFS) DIRECTION OF FLOW DRAINAGE AREA BOUNDARY EXISTING CONTOURS PROPOSED CONTOURS # AC CFS DA T E No . RE V I S I O N BY DATE: SHEET 3/15/2021 CHECKED:CLC DRAWN:LRR DESIGN:LRR File No:MAGNOLIA SOUTHLAKE 19 0 3 C E N T R A L D R . S U I T E # 4 0 6 PH O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M TEXAS FIRM #14199 MA G N O L I A S O U T H L A K E VI L L A G E C E N T E R D R SO U T H L A K E , T X 7 6 0 9 2 PRELIMINARY CLAYMOORE ENGINEERING BENCHMARK: TBM #1: MAG NAIL SET IN CONC DRIVE 38.5' NORTH AND 3.4' EAST OF THE SOUTHEAST CORNER OF SUBJECT PROPERTY.ELEVATION: 655.28 -CITY BENCHMARK: MONUMENT 49 GEODETIC DATA LATITUDE: 32°56'04.57805" LONGITUDE: 97°06'17.91291" ELLIP HGHT: 583.85' 0 GRAPHIC SCALE 1 inch = ft. 20 20 40 20 10 600 600 **FULLY DEVELOPED FLOW ACCOUNTED FOR BY DOWNSTREAM INFRASTRUCTURE PER NOLEN OFFICE PARK PLANS BY BAIRD, HAMPTON & BROWN, INC. DATED 11 NOVEMBER 2012. 106 PARKS 1.87 ACRES 0+0 0 0+46 0+ 0 0 1+ 0 0 1+57 D STA: 1+02.60 STORM LAT A-1 N: 5027.20 E: 4889.89 INSTALL: 1- 45° BEND FL 18": 668.99 STA: 1+09.67 STORM LAT A-1 N: 5022.19 E: 4894.89 INSTALL: 1- 5' CURB INLET FL 18": 669.17 STA: 1+57.42 STORM LAT A-1 N: 5024.27 E: 4942.59 INSTALL: 1- 5' CURB INLET CONNECT: 12" ROOF DRAIN STA: 0+46.45 STORM LINE A N: 5129.80 E: 4877.18 INSTALL: 1- 5' CURB INLET CONNECT: 12" ROOF DRAIN STA: 0+33.67 STORM LINE A N: 5129.80 E: 4889.95 INSTALL: 1- 5' MANHOLE PER CITY STDS FL 18": 667.90 FL 18": 667.90 STA: 0+26.72 STORM LINE A N: 5129.79 E: 4896.90 INSTALL: 1- 45° BEND FL 18": 667.73 STA: 0+00 STORM LINE A N: 5148.68 E: 4915.80 CONNECT TO EX CURB INLET CONTRACTOR SHALLL VERIFY EX FL AND NOTIFY ENGINEER OF ANY DISCREPENCY. EX FL 24: 667.34 FL 18": 667.44 13 LF OF 18" RCP @ 2.04% 7 LF OF 18" RCP @ 1.07% 27 LF OF 18" RCP @ 1.07% 48 LF OF 18" RCP @ 1.07% 7 LF OF 18" RCP @ 1.07% 10 3 L F O F 1 8 " R C P @ 1 . 0 7 % 11 11 1 1 1 1 1 11 2 2 2 2 2 ST O R M D R A I N P L A N ( 1 O F 3 ) C-16 LEGEND PROPOSED STORM DRAIN EXISTING STORM DRAIN PROPOSED CURB INLET PROPOSED GRATE INLET PROPOSED HEADWALL PROPOSED RIP RAP PROPOSED 8" PVC ROOF DRAIN. FL 4' BELOW FFE (TYP) PROPOSED 12" PVC ROOF DRAIN. MIN SLOPE 1.00% DA T E No . RE V I S I O N BY DATE: SHEET 3/14/2021 CHECKED:CLC DRAWN:LRR DESIGN:LRR File No:MAGNOLIA SOUTHLAKE 19 0 3 C E N T R A L D R . S U I T E # 4 0 6 PH O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M TEXAS FIRM #14199 MA G N O L I A S O U T H L A K E VI L L A G E C E N T E R D R SO U T H L A K E , T X 7 6 0 9 2 PRELIMINARY CLAYMOORE ENGINEERING BENCHMARK: TBM #1: MAG NAIL SET IN CONC DRIVE 38.5' NORTH AND 3.4' EAST OF THE SOUTHEAST CORNER OF SUBJECT PROPERTY.ELEVATION: 655.28 -CITY BENCHMARK: MONUMENT 49 GEODETIC DATA LATITUDE: 32°56'04.57805" LONGITUDE: 97°06'17.91291" ELLIP HGHT: 583.85' 0 GRAPHIC SCALE 1 inch = ft. 20 20 40 20 10 1 2 5' UTILITY EASEMENT VOL. 388-129, PG. 39 P.R.T.C.T. MUTUAL ACCESS EASEMENT INST. NO. D22029534411 D.R.T.C.T. M U T U A L A C C E S S E A S E M E N T I N S T . N O . D 2 2 0 2 9 5 3 4 4 1 1 D . R . T . C . T . 3 0 ' R O W 60 ' T E M P C O N S T R U C T I O N E S M T 38.94' TEMP CONSTRUCTION ESMT 5' UTIL ESMT 15' ACCESS ESMT 0+001+002+002+94 0+ 0 0 0+ 3 0 0+ 0 0 0 + 9 3 S S S STA: 0+92.74 SSWR LAT A-2 N: 5073.34 E: 4709.91 END PROP 6" SSWR REFER TO MEP PLANS FOR CONTINUATION. FL 6": 676.50 STA: 2+59.31 SSWR LINE A N: 5038.33 E: 4744.90 INSTALL: 1- 45° BEND W/ CLEANOUT FL 6": 674.97 STA: 2+94.33 SSWR LINE A N: 4995.09 E: 4709.87 END PROP 6" SSWR REFER TO MEP PLANS FOR CONTINUATION. STA: 2+59.33 SSWR LINE A N: 4995.08 E: 4744.87 INSTALL: 1- 4' MANHOLE PER CITY STDS FL 6": 673.62 FL 6": 673.62 STA: 0+30 SSWR LAT A-1 N: 5025.02 E: 4929.26 END PROP 6" SSWR REFER TO MEP PLANS FOR CONTINUATION. STA: 0+74.95 SSWR LINE A N: 4995.03 E: 4929.24 INSTALL: 1- 4' MANHOLE PER CITY STDS FL 8": 667.64 FL 6": 667.81 STA: 0+00 SSWR LINE A N: 4995.01 E: 5004.20 CONNECT TO EX. SSWR MANHOLE. CONTRACTOR SHALL VERIFY EX FL AND NOTIFY ENGINEER OF ANY DISCREPENCY. EX FL 8": 665.12± FL 8": 665.22 43 L F O F 6 " S D R 3 5 @ 3 . 1 0 % 35 LF OF 6" SDR 35 @ 1.36% 184 LF OF 8" SDR 35 @ 3.10%75 LF OF 8" SDR 35 @ 3.10% 30 LF OF 6" SDR 35 @ 9.80% 49 LF OF 6" SDR 35 @ 3.10% 0+ 0 0 0+ 7 0 0+ 0 0 0+ 6 9 0+ 0 0 1+00 1+ 2 6 0+ 0 0 1 + 0 0 1+ 3 3 0+ 0 0 1+00 2+00 2 + 1 3 0+ 0 0 1+00 2+00 2 + 0 6 N: 5028.08 E: 4656.16 END PROP DOM LINE. REFER TO MEP PLANS FOR CONTINUATION. N: 4964.93 E: 4689.05 45° BEND N: 4939.78 E: 4714.17 INSTALL: 1- 45° BEND 1- 2" DOM METER N: 4917.59 E: 4714.16 CONNECT TO EX 8" WATER LINE. INSTALL: 1- 2" CORP STOP PRIVATE 4" SDR 18 C-900 PRIVATE 2" SDR 18 C-900 PRIVATE 2" SDR 18 C-900 N: 4917.59 E: 4711.16 CONNECT TO EX 8" WATER LINE. INSTALL: 1- 8"X6" TEE 1- 8" GATE VAVLE 1- 6" GATE VALVE N: 5023.71 E: 4623.97 45° BEND N: 5034.22 E: 4634.49 45° BEND N: 5034.21 E: 4654.29 45° BEND N: 5030.20 E: 4658.29 END PROP FIRE LINE. REFER TO MEP PLANS FOR CONTINUATION. PRIVATE 6" SDR 18 C-900 PRIVATE 6" SDR 18 C-900 PRIVATE 6" SDR 18 C-900 N: 5142.04 E: 4624.04 CONNECT TO EX 8" WATER LINE. INSTALL: 1- 8"X6" TEE 1- 8" GATE VAVLE 1- 6" GATE VALVE N: 5046.98 E: 4623.98 45° BEND N: 5042.22 E: 4628.74 45° BEND N: 5042.20 E: 4655.71 45° BEND N: 5045.49 E: 4659.00 END PROP FIRE LINE. REFER TO MEP PLANS FOR CONTINUATION. PR I V A T E 6 " S D R 1 8 C - 9 0 0 PRIVATE 6" SDR 18 C-900 PRIVATE 6" SDR 18 C-900 PRIVATE 6" SDR 18 C-900 N: 5142.04 E: 4627.04 CONNECT TO EX 8" WATER LINE. INSTALL: 1- 2" CORP STOP 1- 2" DOM METER N: 5047.62 E: 4656.88 END PROP DOM LINE. REFER TO MEP PLANS FOR CONTINUATION. PRIVATE 2" SDR 18 C-900 N: 5141.86 E: 4947.71 CONNECT TO EX 8" WATER LINE. INSTALL: 1- 2" CORP STOP 1- 2" DOM METER N: 5076.90 E: 4955.67 END PROP DOM LINE. REFER TO MEP PLANS FOR CONTINUATION. PRIVATE 2" SDR 18 C-900 N: 5141.86 E: 4950.71 CONNECT TO EX 8" WATER LINE. INSTALL: 1- 8"X6" TEE 1- 8" GATE VAVLE 1- 6" GATE VALVE N: 5116.76 E: 4957.69 45° BEND N: 5077.90 E: 4957.67 45° BEND N: 5075.90 E: 4955.67 END PROP FIRE LINE. REFER TO MEP PLANS FOR CONTINUATION. PRIVATE 6" SDR 18 C-900 PRIVATE 6" SDR 18 C-900 PRIVATE 6" SDR 18 C-900 N: 5031.21 E: 4653.05 45° BEND N: 5031.22 E: 4635.73 45° BENDN: 5022.46 E: 4626.97 45° BEND PR I V A T E 2 " S D R 1 8 C - 9 0 0 N: 4974.97 E: 4626.94 45° BEND PRIVATE 2" SDR 18 C-900 N: 4964.97 E: 4636.93 45° BEND PRIVATE 2" SDR 18 C-900 N: 4938.54 E: 4711.17 45° BEND P R I V A T E 6 " S D R 1 8 C - 9 0 0 N: 4961.93 E: 4687.80 45° BEND PRIVATE 6" SDR 18 C-900 N: 4961.97 E: 4635.69 45° BEND PRIVATE 6" SDR 18 C-900 N: 4973.73 E: 4623.94 45° BEND PR I V A T E 6 " S D R 1 8 C - 9 0 0 N: 5045.20 E: 4654.47 45° BEND N: 5045.22 E: 4629.98 45° BEND N: 5048.22 E: 4626.98 45° BEND PRIVATE 2" SDR 18 C-900 N: 5123.94 E: 4947.70 45° BEND N: 5114.93 E: 4956.69 45° BEND PRIVATE 2" SDR 18 C-900 N: 5077.90 E: 4956.67 45° BEND N: 5123.76 E: 4950.70 45° BEND PRIVATE 6" SDR 18 C-900 PRIVATE 2" SDR 18 C-900 0+ 0 0 0+ 0 1 0+ 0 0 0+ 0 4 0+ 0 0 0+ 2 1 N: 5141.86 E: 4944.71 CONNECT TO EX 8" WATER LINE. INSTALL: 1- 1" CORP STOP 1- 1" IRR METER N: 5142.04 E: 4630.04 CONNECT TO EX 8" WATER LINE. INSTALL: 1- 1" CORP STOP 1- 1" IRR METER N: 4938.54 E: 4717.17 INSTALL: 1- 1" IRR METER PRIVATE 1" SDR 18 C-900 N: 4917.59 E: 4717.16 CONNECT TO EX 8" WATER LINE. INSTALL: 1- 1" CORP STOP UT I L I T Y P L A N ( 1 O F 3 ) C-24 DA T E No . RE V I S I O N BY DATE: SHEET 3/15/2021 CHECKED:CLC DRAWN:LRR DESIGN:LRR File No:MAGNOLIA SOUTHLAKE 19 0 3 C E N T R A L D R . S U I T E # 4 0 6 PH O N E : 8 1 7 . 2 8 1 . 0 5 7 2 BE D F O R D , T X 7 6 0 2 1 W W W . C L A Y M O O R E E N G . C O M TEXAS FIRM #14199 MA G N O L I A S O U T H L A K E VI L L A G E C E N T E R D R SO U T H L A K E , T X 7 6 0 9 2 PRELIMINARY CLAYMOORE ENGINEERING BENCHMARK: TBM #1: MAG NAIL SET IN CONC DRIVE 38.5' NORTH AND 3.4' EAST OF THE SOUTHEAST CORNER OF SUBJECT PROPERTY.ELEVATION: 655.28 -CITY BENCHMARK: MONUMENT 49 GEODETIC DATA LATITUDE: 32°56'04.57805" LONGITUDE: 97°06'17.91291" ELLIP HGHT: 583.85' LEGEND EXISTING FIRE HYDRANT ASSEMBLY PROPOSED FIRE HYDRANT ASSEMBLY EXISTING WATER MAIN PROPOSED WATER LINE AND GATE VALVE EXISTING SANITARY SEWER AND MANHOLE PROPOSED SANITARY SEWER LINE PROPOSED GAS LINE PROPOSED COMMUNICATIONS LINE PROPOSED UNDERGROUND ELECTRIC LINE S NOTES: 1.CONTRACTOR SHALL COORDINATE WITH FRANCHISE UTILITY COMPANIES AND IRRIGATION PLANS TO DETERMINE QUANTITY, SIZE, AND LOCATION FOR ALL CONDUIT AND SLEEVING REQUIRED TO SERVE BUILDING AND SITE. ALL CONDUIT AND SLEEVES SHALL BE INSTALLED PRIOR TO SUBGRADE PREPARATION AND PAVING. 2.ALL 2" WATER PIPES TO BE SDR-9 POLY CLASS 200 UNLESS OTHERWISE NOTED. 3.ALL SEWER PIPES TO BE SDR-35 PVC UNLESS OTHERWISE NOTED. FRANCHISE UTILITY NOTES: 1.THE GAS, ELECTRIC AND TELEPHONE INFORMATION SHOWN ON THIS PLAN IS BASED UPON THE LATEST INFORMATION AVAILABLE FROM THE RESPECTIVE FRANCHISE UTILITY COMPANIES. IT IS INTENDED FOR PURPOSES OF GENERAL BIDDING AND BASIC CLARITY. SPECIFIC JOB SITE CONDITIONS SHALL BE FIELD VERIFIED PER NOTES 2 THROUGH 4 BELOW. THE FRANCHISE UTILITY CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR SAID FIELD CONDITIONS AND ASSOCIATED REVISIONS REQUIRED BY THE RESPECTIVE UTILITY COMPANIES INVOLVED. 2.THE FRANCHISE UTILITY CONTRACTOR SHALL CONTACT THE RESPECTIVE FRANCHISE UTILITY COMPANIES, VERIFY ALL REQUIREMENTS AND EQUIPMENT, AND FURNISH AND INSTALL, INCLUDING BUT NOT LIMITED TO, ALL METERS, TRANSFORMERS, CONDUIT, CONCRETE PADS, TRENCHING, AND BACKFILL NECESSARY FOR PROPER INSTALLATION. FRANCHISE UTILITY CONTRACTOR SHALL ALSO PAY ALL FEES AND CHARGES INCURRED AND COORDINATE WITH OTHER FRANCHISE UTILITY COMPANIES. 3.THE FRANCHISE UTILITY CONTRACTOR SHALL FIELD VERIFY, IN THE PRESENCE OF THE RESPECTIVE UTILITY COMPANY REPRESENTATIVES, THE LOCATION OF ALL EXISTING AND PROPOSED UTILITY SERVICES AND EQUIPMENT. THE FRANCHISE UTILITY CONTRACTOR SHALL INCLUDE IN HIS BID SUFFICIENT FUNDS TO COVER ALL COSTS REQUIRED BY UTILITY COMPANIES TO PROVIDE NEW SERVICES AND/OR UPGRADE EXISTING SERVICES. NO ALLOWANCES WILL BE MADE FOR FRANCHISE UTILITY CONTRACTOR'S UNFAMILIARITY WITH THE EXISTING CONDITION, REQUIREMENTS OF THE NEW CONDITIONS, AND/OR FAILURE TO COORDINATE INSTALLATION. 4.CONTRACTOR SHALL VERITY THAT METER AND TRANSFORMER LOCATIONS SHOWN MEET DESIGN CRITERIA BY FRANCHISE UTILITY COMPANIES FOR, BUT NOT LIMITED TO, THE OFFSET DISTANCE FROM FACE OF BUILDING. 0 GRAPHIC SCALE 1 inch = ft. 20 20 40 20 10