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Item 10 - Plat & PlansLOT 1-R-2, BLOCK BBRIARWOOD ESTATESPHASE IINST. NO. D206071799P.R.T.C.T.BRIARWOOD DRIVE LOT 8R1, BLOCK B22,509 SF0.517 AcresLOT 8R2, BLOCK B22,509 SF0.517 AcresLOT 1-R-1, BLOCK BBRIARWOOD ESTATESPHASE IINST. NO. D206071799P.R.T.C.T.LOT 7, BLOCK BBRIARWOOD ESTATES,PHASE IVOL. 388-139, PG. 7P.R.T.C.T.LOT B, BLOCK BBRIARWOOD ESTATES,PHASE IVOL. 388-139, PG. 7P.R.T.C.T.LOT 2, BLOCK BBRIARWOOD ESTATES,PHASE IVOL. 388-139, PG. 7P.R.T.C.T.NSurveying Construction Staking Platting1 OF 114200 Midway Road, Suite 130, Dallas, TX 75244 T: 469.784.9321W: TraverseLandSurveying.com Texas Firm No. 10194631Date: November 06, 2024Project No.: TR-132-23PLAT REVISIONBRIARWOOD ESTATESPHASE IBeing all of Lot 8, Block B ofBriarwood Estates, Phase I, an additionto the City of Southlake, as recorded inVolume 388-139, Page 7, P.R.T.C.T.Being 1.034 Acre Tract of Land Situated inthe Thomas Mahan Survey,Abstract Number 1049City of Southlake, Tarrant County, TexasNovember 2024ENGINEERTriangle Engineering1782 W McDermott DriveAllen, Texas 75013OWNER/DEVELOPERHarshadbhai D. Patel and Wife, Daxaben H. Patel425 Briarwood DriveSouthlake, Texas 76092CITY CASE FILE NO: ZA24-0070FILED AS INSTRUMENT # ________________, DATE ___________ LOT BBLOCK BLOT 7BLOCK BLOT 1-R-2, BLOCK BBRIARWOOD ESTATESPHASE IINST. NO. D206071799P.R.T.C.T.LOT 2BLOCK BBRIARWOOD DRIVE LOT 8R1, BLOCK B22,509 SF0.517 AcresLOT 8R2, BLOCK B22,509 SF0.517 AcresLOT 1-R-1, BLOCK BBRIARWOOD ESTATESPHASE IINST. NO. D206071799P.R.T.C.T.NSurveying Construction Staking Platting1 OF 114200 Midway Road, Suite 130, Dallas, TX 75244 T: 469.784.9321W: TraverseLandSurveying.com Texas Firm No. 10194631Date: October 11, 2023Project No.: TR-132-23PLAT REVISIONBRIARWOOD ESTATESPHASE IBeing all of Lot 8, Block B ofBriarwood Estates, Phase I, an additionto the City of Southlake, as recorded inVolume 388-139, Page 7, P.R.T.C.T.Being 1.034 Acre Tract of Land Situated inthe Thomas Mahan Survey,Abstract Number 1049City of Southlake, Tarrant County, TexasOctober 2023OWNER/DEVELOPERHarshadbhai D. Patel and Wife, Daxaben H. Patel425 Briarwood DriveSouthlake, Texas 76092 ////////////////////////////////////////////////////////////OHEOHEOHEOHE////////////////////////////////////////////////////////////////////OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHESSSS/////////////////////BRIARWOOD DRIVELOT 8, BLOCK BBRIARWOOD ESTATES, PHASE IVOL. 388-139, PG. 7P.R.T.C.T.LOT BBLOCK BLOT 7BLOCK BLOT 1BLOCK BLOT 2BLOCK BPRELIMINARY, THIS SURVEY SHALL NOT BERECORDED FOR ANY PURPOSE AND SHALL NOTBE USED OR VIEWED OR RELIED UPON AS AFINAL SURVEY DOCUMENTSurveying Construction Staking Platting114200 Midway Road, Suite 130, Dallas, TX 75224 T: 469.784.9321W: TraverseLandSurveying.com Texas Firm No. 10194631NFeet40200LEGENDTOPOGRAPHIC SURVEYLOT 8, BLOCK B,BRIARWOOD ESTATES, PHASE ITHOMAS MAHAN SURVEY, ABSTRACT NO. 1049CITY OF SOUTHLAKE, TARRANT COUNTY, TEXAS //////////////////////////////////////SSSS S00°48'44"E 200.15'S89°11'16"W 224.92'N00°48'44"W 200.15'N89°11'16"E 224.92'BRIARWOOD DRIVESS SS100.07'100.08'2 STORY HOUSE 3,729 S.F. FFE = 629.00 2 STORY HOUSE 3,729 S.F. FFE = 629.00 COVEREDPATIOCOVEREDPATIOLOT 8R-1, BLOCK B 22, 508 S.F. 0.52 ACRES LOT 8R-2, BLOCK B 22, 509 S.F. 0.52 ACRES 623.30 623.80 628.35 628.15 628.15 628.65 628.65628.15 628.15 628.35 626.43 626.34 GARAGE GARAGE 10% 10% 625 626 627623 628628 627 628 628 628 624 628627626625622623624629PROPOSED 10' DRAINAGE EASEMENT 629 629630 629 628 6266276284.35%6273.5%12" RCP15" RCP6213.5%6.8%628 0.83%1.0% 1% 2.8% 629 625PROPOSED 15' SANITARY EASEMENT GRADING LEGEND EXISTING ELEVATION TOP OF CURB ELEVATION SIDEWALK ELEVATION EXISTING MINOR CONTOURS MINOR CONTOURS SWALE HIGH POINT GUTTER ELEVATION TOP OF PAVEMENT STORM PIPE GROUND ELEVATION MAJOR CONTOURS EXISTING MAJOR CONTOURS FINISH FLOOR ELEVATION DRAINAGE FLOW DIRECTION CURB INLET STORM MANHOLE STORM CLEANOUT RETAINING WALL RIP RAP 464.00 EX 467.00 FF 466.00 TC 465.50 G 465.00 SW 464.00 TP 463.00 GR 464 465 SANITARY SEWER MANHOLE SANITARY SEWER CLEANOUT SANITARY SEWER DOUBLE CLEANOUT SANITARY SEWER SAMPLE PORT GREASE TRAP DOMESTIC WATER METER IRRIGATION METER GAS METER TRANSFORMER LIGHT POLE POWER POLE TRAVERSE SURVEYING EXISTING LEGEND EXISTING LEGEND SITE SH 114 (NW PK W Y . ) VICINITY MAP N.T.S. N GRADING GENERAL NOTES 1.ALL SURPLUS EXCAVATION AND WASTE MATERIAL SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND IT SHALL BE HIS SOLE RESPONSIBILITY TO REMOVE SUCH SURPLUS EXCAVATION AND WASTE MATERIAL FROM THE SITE TO A PUBLIC DUMP SITE APPROVED FOR THE DISPOSAL OF SUCH MATERIALS. IF SURPLUS EXCAVATION IS REMOVED FROM THIS SITE TO ANOTHER PROPERTY, IT SHALL BE PLACED ON SUCH PROPERTY WITH THE WRITTEN CONSENT OF THE OWNER(S) OF SUCH PROPERTY. A COPY OF SUCH WRITTEN CONSENT SHALL BE PROVIDED TO THE OWNER. IF THE CONTRACTOR WISHES TO DISPOSE OF SURPLUS EXCAVATION ON-SITE, IT SHALL BE ONLY WITH THE PRIOR APPROVAL OF THE OWNERS PROJECT REPRESENTATIVE AND CARE SHOULD BE TAKEN TO AVOID BLOCKING NATURAL DRAINAGE AND INCREASING STEEP SLOPES. THE CONTRACTOR IS REQUIRED TO PROVIDE HIS OWN STAKING AND TO VERIFY PROJECT ELEVATIONS. "MATCH EXISTING" SHALL BE UNDERSTOOD TO APPLY TO BOTH VERTICAL ELEVATION AND HORIZONTAL ALIGNMENT. 2.THE CONTRACTOR SHALL PREPARE ALL LANDSCAPE AREAS INCLUDING STREET RIGHT-OF-WAY AREAS TO AN ACCEPTABLE SUBGRADE CONDITION IN ACCORDANCE WITH THE LANDSCAPE PLANS. IF THE CONTRACTOR IS NOT EMPLOYED TO PROVIDE AND INSTALL LANDSCAPING, HE SHALL PREPARE A FINISHED AND COMPACTED SUB-GRADE IN THE LANDSCAPING AREAS. 3.NO SLOPES TO EXCEED 3H:1V WITHOUT SLOPE STABILIZATION. BENCHMARKS BENCHMARK No. 1 "X" CUT FOUND WITH BOX 5.84 FEET SOUTHEASTERLY FROM THE SOUTHWEST CORNER OF SUBJECT PROPERTY. ELEVATION = 626.00' BENCHMARK No. 2 "X" CUT FOUND WITH BOX FROM THE SOUTHEAST CORNER OF SUBJECT PROPERTY, THENCE WEST 28.91 FEET, THENCE SOUTH 32.20 FEET TO THE NORTHEASTERLY CORNER OF PARKING LOT. ELEVATION = 623.50' Know what's below. Call before you dig. TX. P.E. FIRM #11525 T: 469.331.8566 F: 469.213.7145 E: info@triangle-engr.com W: triangle-engr.com O: 1782 W. McDermott Drive, Allen, TX 75013 Planning Civil Engineering Construction Management PRIVATE RESIDENCE 425 BRIARWOOD DRIVE CITY OF SOUTHLAKE TARRANT COUNTY, TEXAS BRIARWOOD ESTATES, PHASE 1, LOT 8, BLOCK B Scale: 1" = 'Feet 0 20 40 C-4.0 GRADING PLAN FLOOD PLAIN NOTE THE SUBJECT PROPERTY LIES WITHIN THE ZONE "X" UNSHADED (DETERMINED TO BE OUTSIDE THE 0.20% ANNUAL CHANCE FLOODPLAIN) AS DETERMINED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM (NFIP) FLOOD INSURANCE RATE MAP NUMBER 48439C0105K, DATED SEPTEMBER 25, 2009 FOR DALLAS COUNTY, TEXAS AND INCORPORATED AREAS. //////////////////////////////////////SSSS S00°48'44"E 200.15'S89°11'16"W 224.92'N00°48'44"W 200.15'N89°11'16"E 224.92'BRIARWOOD DRIVESS SS100.07'100.08'2 STORY HOUSE 3,729 S.F. FFE = 629.00 2 STORY HOUSE 3,729 S.F. FFE = 629.00 COVEREDPATIOCOVEREDPATIOLOT 8R-1, BLOCK B 22, 508 S.F. 0.52 ACRES LOT 8R-2, BLOCK B 22, 509 S.F. 0.52 ACRES GARAGE GARAGE 10% 10% 625 626 627623 628628 627 628 628 628 624 628627626625622623624629PROPOSED 10' DRAINAGE EASEMENT 629 629630 629 628 6266276284.35%6273.5%12" RCP15" RCP6213.5%6.8%628 0.83%1.0% 1% 2.8% DA-3 0.19 DA-4 0.32 DA-2 0.33 DA-1 0.18 629 HEADWALL 12" FL = 624.75 HEADWALL 12" FL = 624.50 HEADWALL 12" FL = 621.40 HEADWALL 12" FL = 620.90 62524 L.F. 12" RCP @ 1.0% 24 L.F. 15" RCP @ 2.0% POST-DRAINAGE LEGEND DRAINAGE FLOW DIRECTION DRAINAGE DIVIDE EXISTING MINOR CONTOURS EXISTING MAJOR CONTOURS MINOR CONTOURS MAJOR CONTOURS DRAINAGE AREA NO. DRAINAGE AREA ACREAGE DA-X X.XX HIGH POINT 464 465 TRAVERSE SURVEYING EXISTING LEGEND EXISTING LEGEND SITE SH 114 (NW PK W Y . ) VICINITY MAP N.T.S. N FLOOD PLAIN NOTE THE SUBJECT PROPERTY LIES WITHIN THE ZONE "X" UNSHADED (DETERMINED TO BE OUTSIDE THE 0.20% ANNUAL CHANCE FLOODPLAIN) AS DETERMINED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM (NFIP) FLOOD INSURANCE RATE MAP NUMBER 48439C0105K, DATED SEPTEMBER 25, 2009 FOR DALLAS COUNTY, TEXAS AND INCORPORATED AREAS. Know what's below. Call before you dig. TX. P.E. FIRM #11525 T: 469.331.8566 F: 469.213.7145 E: info@triangle-engr.com W: triangle-engr.com O: 1782 W. McDermott Drive, Allen, TX 75013 Planning Civil Engineering Construction Management PRIVATE RESIDENCE 425 BRIARWOOD DRIVE CITY OF SOUTHLAKE TARRANT COUNTY, TEXAS BRIARWOOD ESTATES, PHASE 1, LOT 8, BLOCK B Scale: 1" = 'Feet 0 20 40 POST-DRAINAGE PLAN C-6.0 BENCHMARKS BENCHMARK No. 1 "X" CUT FOUND WITH BOX 5.84 FEET SOUTHEASTERLY FROM THE SOUTHWEST CORNER OF SUBJECT PROPERTY. ELEVATION = 626.00' BENCHMARK No. 2 "X" CUT FOUND WITH BOX FROM THE SOUTHEAST CORNER OF SUBJECT PROPERTY, THENCE WEST 28.91 FEET, THENCE SOUTH 32.20 FEET TO THE NORTHEASTERLY CORNER OF PARKING LOT. ELEVATION = 623.50' OVERALL DRAINAGE CALCULATIONS (100yr FLOW) DRAINAGE AREA C Tc (min) I-100 (in/hr) A (acres) Q Peak (cfs)NOTES DA-1 0.90 10 9.24 0.18 1.47 DRAINS TO SWALE ON BRIARWOOD DRIVE DA-2 0.90 10 9.24 0.33 2.74 DRAINS TO SWALE ON BRIARWOOD DRIVE DA-3 0.90 10 9.24 0.19 1.58 DRAINS ONTO ADJACENT PROPERTY DA-4 0.90 10 9.24 0.32 2.66 DRAINS TO SWALE ON BRIARWOOD DRIVE NOTE: RUNOFF COEFFICIENT OF 0.90 AND 10 MINUTES FOR TIME OF CONCENTRATION WAS USED FOR CONSERVATIVE CALCULATIONS WWWWWWWWWWWWWWWSAN>SAN>//////////////////////////////////////////////////////////////////////////////////////////////////////////////OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHESSSS//////////////////S00°48'44"E 200.15'S89°11'16"W 224.92'N00°48'44"W 200.15'N89°11'16"E 224.92'BRIARWOOD DRIVESAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>W //////////////////////////////SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SAN>SS SS100.07'100.08'2 STORY HOUSE 3,729 S.F. FFE = 629.00 2 STORY HOUSE 3,729 S.F. FFE = 629.00 COVEREDPATIOCOVEREDPATIOLOT 8R-1, BLOCK B 22, 508 S.F. 0.52 ACRES LOT 8R-2, BLOCK B 22, 509 S.F. 0.52 ACRES GARAGE GARAGE PROPOSED 10' DRAINAGE EASEMENT 12" RCP15" RCPD W-1 D W-2 SS-1 SS-4 SS-3 PROPOSED 15' SANITARY EASEMENT SS-2 UTILITY LEGEND GAS LINE UNDERGROUND TELEPHONE LINE SANITARY SEWER LINE STORM LINE STORM SEWER MANHOLE SANITARY SEWER MANHOLE SANITARY SEWER CLEANOUT SANITARY SEWER DOUBLE CLEANOUT UNDERGROUND ELECTRIC LINE DOMESTIC WATER METER IRRIGATION METER GAS METER DOMESTIC WATER LINE TRAVERSE SURVEYING EXISTING LEGEND EXISTING LEGEND SITE SH 114 (NW PK W Y . ) VICINITY MAP N.T.S. N UTILITY GENERAL NOTES 1.ALL CONSTRUCTION SHALL BE IN STRICT ACCORDANCE WITH THE CITY/UTILITY COMPANY STANDARDS. 2.FIELD VERIFY LOCATION OF EXISTING WATER MAIN , SEWER MAIN, GAS, TELEPHONE AND ELECTRICAL LINE. POT HOLE RECOMMENDED PRIOR TO CONSTRUCTION BEGIN. CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE WITH UTILITY SERVICE PROVIDERS. 3.THE LOCATION OF UNDERGROUND UTILITIES INDICATED ON THE PLANS IS TAKEN FROM AS-BUILTS, UTILITY PLANS OR SURVEY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAKE ARRANGEMENTS WITH THE OWNERS OF SUCH UNDERGROUND UTILITIES PRIOR TO WORKING IN THE AREA TO CONFIRM THEIR EXACT LOCATION AND TO DETERMINE WHETHER ANY ADDITIONAL UTILITIES OTHER THAN THOSE SHOWN ON THE PLANS MAY BE PRESENT. THE CONTRACTOR SHALL PRESERVE AND PROTECT ALL UNDERGROUND UTILITIES. IF EXISTING UNDERGROUND UTILITIES ARE DAMAGED, THE CONTRACTOR WILL BE RESPONSIBLE FOR THE COST OF REPAIRING THE UTILITY. 4.WHERE EXISTING UTILITIES OR SERVICE LINES ARE CUT, BROKEN OR DAMAGED, THE CONTRACTOR SHALL REPLACE OR REPAIR THE UTILITIES OR SERVICE LINES WITH THE SAME TYPE OF ORIGINAL MATERIAL AND CONSTRUCTION, OR BETTER, UNLESS OTHERWISE SHOWN OR NOTED ON THE PLANS, AT HIS OWN COST AND EXPENSE. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER AT ONCE OF ANY CONFLICTS WITH UTILITIES. 5.ALL EXCAVATIONS, TRENCHING AND SHORING OPERATIONS SHALL COMPLY WITH THE REQUIREMENTS OF THE U. S. DEPARTMENT OF LABOR, OSHA, CONSTRUCTION SAFETY AND HEALTH REGULATIONS AND ANY AMENDMENTS THERETO. 6.THE CONTRACTOR SHALL RESTORE ALL AREAS DISTURBED BY CONSTRUCTION TO ORIGINAL CONDITION OR BETTER. RESTORED AREAS INCLUDE, BUT ARE NOT LIMITED TO TRENCH BACKFILL, SIDE SLOPES, FENCES, CULVERT PIPES, DRAINAGE DITCHES, DRIVEWAYS, PRIVATE YARDS AND ROADWAYS. 7.ANY CHANGES NEEDED AFTER CONSTRUCTION PLANS HAVE BEEN RELEASED, SHALL BE APPROVED BY THE CITY ENGINEER. THESE CHANGES MUST BE RECEIVED IN WRITING. 8.THE CONTRACTOR SHALL PROVIDE "RED LINED" MARKED PRINTS TO THE ENGINEER PRIOR TO FINAL INSPECTION INDICATING ALL CONSTRUCTION WHICH DEVIATED FROM THE PLANS OR WAS CONSTRUCTED IN ADDITION TO THAT INDICATED ON THE PLANS. ID D WATER METER & SANITARY SEWER SCHEDULE TYPE SIZE NO. DOMESTIC 3/4"2 SANITARY SEWER 4" Know what's below. Call before you dig.TX. P.E. FIRM #11525 T: 469.331.8566 F: 469.213.7145 E: info@triangle-engr.com W: triangle-engr.com O: 1782 W. McDermott Drive, Allen, TX 75013 Planning Civil Engineering Construction Management PRIVATE RESIDENCE 425 BRIARWOOD DRIVE CITY OF SOUTHLAKE TARRANT COUNTY, TEXAS BRIARWOOD ESTATES, PHASE 1, LOT 8, BLOCK B Scale: 1" = 'Feet 0 20 40 UTILITY PLAN C-9.0 PROPOSED WATER CALLOUTS LABELS DESCRIPTIONS W-1 CONNECT TO EXISTING WATER METER INSTALL: 1 - 95 L.F. 3/4" DOMESTIC WATER LINE TO BUILDING W-2 CONNECT TO EXISTING 6" WATER MAIN INSTALL: 1 - 6" x 1" TAPPING SLEEVE & VALVE 1 - 10 L.F. 1" WATER LINE TO METER 1 - 3/4" DOMESTIC WATER METER 1 - 100 L.F. DOMESTIC WATER LINE TO BUILDING PROPOSED SEWER CALLOUTS LABELS DESCRIPTIONS SS-1 STA: 0+00.00 CONNECT PROPOSED 4" SANITARY SEWER LINE TO EXISTING SANITARY SEWER MANHOLE EXISTING 8" FL = 616.38 (IN) EXISTING 8" FL = 616.21 (OUT) PROPOSED 4" FL = 616.46 (IN) INSTALL: 1 - 100 L.F. 4" S.S. LINE @ 5.0% TO MANHOLE CONTRACTOR TO FIELD VERIFY EXACT LOCATION AND ELEVATION OF EXISTING SEWER LINE SS-2 STA: 1+00 INSTALL: 1 - 4' Ø SANITARY SEWER MANHOLE 4" FL (NE) = 621.50 4" FL (SE) = 621.50 SS-3 INSTALL: 1 - 41 L.F. 4" PVC S.S. LINE @ 8.5% TO BUILDING 1 - 4" DOUBLE CLEANOUT 4" FL = 625.00 SS-4 INSTALL: 1 - 39 L.F. 4" PVC S.S. LINE @ 9.0% TO BUILDING 1 - 4" DOUBLE CLEANOUT 4" FL = 625.00 SEWER IMPROVEMENT NOTES RIM- 621.40 1 CONSTRUCT STD. 4'DIA. 55 MANHOLE1"":':1.017.00 621.707)- 617.440'U-T"7. 0 1. SANITARY SEVER LINES SHALL BE SO-5. PVC PIK- ME JOINT OF 150-, 1 PRESSURE RATED PIPE SHALL BE INSTALLED UNDER ALL PROPOSED WATER LINE CROSSINGS. UTILITY POLE 2. PIPE NOT UNDER PAVEMENT SHALL BE BE NO IN CLASS IT, OR BETTER. MATED IAL AS TO BE RELOCATED SCALE V DEFINED IN ASTIA -321 , AND PLACED DIRECTED THEREIN. BACKFILLSHALL BE F, SELECT MATERIAL COMPACTED TO 95% STANDARD -OR DENSITY. PIPE. INCLIC I NO BY OTHERS SERVICES UNDER PAVEMENT REGUIRES N- TREATED SAW BACKFILL. 3. AFTER OF ALL TESTING CIE: MANDREL AND AIR), CONTRACTOR SHALL PERFORM A TELEVISION INSPECTION AND PROVIDE VIDEOTAPE TO THE PUBLIC THOMAS DEPARTMENT. (PLAT) N SC)9`E 20OCY HIGH LETTER 'S' SHALL BE STAMPED ON THE CURB TO MARK THE LOCATION OF THE N 00-27'09"E Iii-.9V SEWOR SERVICES. DEFLECTION TESTING SHALL BE PERFORMED AS SPECIFIED IN SPECIAL CONDITIONS. T 4. A 2' I S. ALL SEWER MANACKLES SHALL BE 4-FT. DIAMETER IN ACCORDANCE WITH STANDARD CITY OF SOUT LAKE DETAILS. 6. C NOSID FALSE BOTTOM IN ALL SANITARY SEWER WMARIMES BLOCK B BONTRACTOR TO PLACE A 314 PLY BE P:l ONTRACTOR BEGINS NOW. Rjr ELEY T:W T. " OF THE PROPOSED SANITARY SEWER MA . OL ES IN STREETSA. TO BE CONSTRUCTED I.- SELON FINAL FINISHED GRADES BY UTILITY CONTRAGION AM ADJUSTED in LEGEND BY PAVING CONTRACTOR TO FINISHED GRADE AT TIME OF PAVING. -H SHALL HAW A q Ty CONCRETE lILCXK XjT CONSTRUCTED PER STANDARD DETAIL.mIr . . . TECTd B. ALP[CA' ES SMALL BE COMPACTION TESTED AT THE RATE OF ONE TEST PER IN N EN" 'DOL F. N TREE W TKNIKLIFT. LIFTS SIALL E NO GREATER THAN 12' LOOSE. TESTS SCCIL BE ED STAGGER SOTHAT TESTS OF ADJACENT LIFTS ARE MET DIRECTLY OVER THE PREICOUS LIFT. IF DI BETWEENES EXCEEDS 1.G L.I.. A ACC- OF 1. 121 TE THE SHALL TA STS PERLIFTFALLBE "'. THE 'EST 11 LAB ALL PROVIDE THE LIXAT.011 OF ALL RESULTSONAPLANANDAR- SHEET PRIM TO TMENGH ACCEPTANCE. THE PAVING a CON RACTOR SHALL NOT BEGIN ARK ONTIL THE CITY OF SWTHLAKE HAS APPROVED ALL BN®R "i-ERTNEY TRENCH MRK. FOR FUTURE T OFFICEBUILDIALLMANHOLES SHALL BE VACUUM TESTED. 0 z 0% 1, CIALS; A:Cll 11 REQUIRED 11 ALL OD I ANY CE TIE-IN TO AN EXISTING MANURE MST BE CORED. I Y L rR.- I III ' ` I _ ' z LU w MYSEWER 1, CONSTRUCT STD. 4' DIA. DROP MANHOLE Lu 0 RIM- 617, 20 U) It FL. (IN). 616-10 'L A (PUT) 2oO0 FL. (OUT)- 61 Z_ LLI 200. 11'( OCORIAL) P.-I-1/2 -i z THE < Ud cc y PLAT) ) V CH w z 3: x5 1 7 w0- MY- 911 .33CAP= cf) E4cc 0 62- 23ujI w (1) 3: 193.59' lF F LL U) ACTUAL & 'TA YDt.8_.0KA UU ACTUAL AC RAT) '_) CAOZ FA. 1-56. 00 BEGIN B" DIA. SANITARY 25 BUILDING ONE GLYNAPECK. 90.28 B" DIA. SANITARY SEWER ICTA 1*51, 74 B" 11A. SANITARY SEVIC ONNECT TO EXISTINGSSMANHOLECONSTRUCTSTD. A- DIA. SS MANHOLE CONSTRUCT STO. 4' DIA. SS MANHOLE GO GO RIM- FT... 4.90 IN IN 20111.11 (VERIFY) BC, ED F 11(Tlll qE, T NOT SHOVN ff`Rl 4660 F L IN z 51,1,.D. 'L (OUT(- 5 L: .U;'!Il 70 5 615.60 < Do Z BLOCK C ( D NOR 40' Ikl ERT 4' EXISTING GROUND AT CENTERLINE OF PIPE APPROX. LOCATION OF 6" WATER LINE CY V) sue FURNISH AND INSTALL 620 < o __.FURNII INSTALL_- 2 211.1 S-'D 15 8.26 4-F. 8" DIA. S! - 6_.. PVC SEWER PIPE 0 0.407. PVq SEWER PIPE All 0.50-X INCLUDING EXCAVATION. INCLUDIN EXCAVATION, EMBEDMENT .0 BACKFILL F 6 - 'R NIS FIN SO S - A 0AL P'R F 6 0 ALOCATIONR P SVqION R PIPE50 INCLUDING EXCAVAT"'MC, EMBEDMENT M T C CLLC E MBEDMENT AND BACKFILL m. I FURNISH AND INSTALL 03;5NS L F-. W' PVC SEWER PIPE CC 0.40Z INCLUDING EXCAVATION. FLRN.lS AND INSTALL21.81 L F B" DIA. SDR-35 C-900 I=. IEMBEDMENT AND BACKFILL6 .V SEWER PVC SEWER PIPE G0.50 INCLUDING EXCAVATION, M N IS I L L EMBEDMENT AND BACKFILL FURNISH AND INSTALL L FITIS x 172.7 (PIPE C-900 P4 L. F. 8'!_ , E _ , - --- VC SEWER lRPrEQ_3.0*5y INCLUDING EXCAVATION, FURNISH AND INSTALL Io EMBEDMENT AND BACKFILL 30 _.F0M& SDR-35 C-900 PVC SEWER PIPE 0 0.50Z BY BORE FURNISH -AND. INSTALL FURNISH L.F.., ADND INSTALL _9 6, L.F.8' DtA.SDR-35C-900 28 SI c 6 PVC SEWER PIPE 5,111 PVC SEWERPIPE a 3.50X A INCLUDI EXCAVATION, 50 FURNISHAND INSTALL INCLUDING EXCAl TION L.F. 8" DIA. SDR-35 C,900 IIIEMBEDMENT AND BACKFIL EMBEDMENT AND BACKFILL PVC SEWER PIPE 3-05Z lw 0. 10 BY BORE 600 Lo Ift: CP AC g 11m 8 J , Su-- 1. tzie Z. 00 SHEET 90.Ej-jVL590 1+00 2+ 00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 C1.01 ANN