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
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