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Item 4C - Plat & PlansN 30 15 0 30 SCALE IN FEET 1 "=30' GENERAL NOTES 1. The Basis of Bearings is from the Texas State Plane Coordinate System, NAD83, North Central Zone is derived from GPS Observatinos using the Allterra RTK Network and adjusted to surface using a scale factor of 1.00012. 2. Notice: Selling a portion of this addition by metes and bounds is a violation of City subdivision ordinance and state platting statutes and is subject to fines and withholding of utilities and building certificates. 3. The purpose of this plat is to create two recorded lots out of a tract of a previously recorded lot. 4. Utility Easements shall have no permanent structures, other than fences, as defined in the Subdivision Ordinance. SURVEYOR'S CERTIFICATION KNOW ALL MEN BY THESE PRESENTS: That I, David F. McCullah, do hereby certify that I prepared this plat from an actual and accurate survey of the land and that the corner monuments shown thereon as set were properly placed under my personal supervision. David F. McCullah REGISTERED PROFESSIONAL LAND SURVEYOR TEXAS REGISTRATION NO. 4023 DATE: STATE OF TEXAS COUNTY OF TARRANT § BEFORE ME, the undersigned authority, a notary public in and for the State of Texas, on this day personally appeared David F. McCullah, known to me to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that he executed the same in the capacity therein stated. Given under my hand and seal of office this day of 20 Notary Public in and for the State of Texas FLOOD NOTES No portion of the subject property shown hereon lies within the 100 year flood hazard area according to the Flood Insurance Rate Map, Community Panel No. 48439C0105K, dated September 25, 2009. The subject property is located in the area designated as Zone "X", (areas determined to be outside the 0.2% annual chance floodplain). PLAT REVISIONS: a. The City of Southlake reserves the right to require minimum finish floor elevations on any lot contained within this addition. The minimum elevations shown are based on the most current information available at the time the plat is filed and may be subject to change. Additional lots, other than those shown, may also be subject to minimum finish floor criteria. b. The owners of all corner lots shall maintain sight triangles in accordance with the City Subdivision Ordinance. c. Compliance with the provisions of the City's Storm Drainage Policy does not relieve a person of the responsibility of complying with all other applicable laws, including, but not limited to, Section 11.086, Texas Water Code. 1/2" IRON ROD FOUND (CM) N00°48'44"W 210.21 ' LOT 7, BLOCK B LOT 2, BLOCK B BRIARWOOD ESTATES, PHASE I BRIAR WOOD ESTATES, PHASE VOL. 388-139, PG. 7 I PHASE I P.R.T.C.T. VOL. 388-139, PG. 7 P.R.T.C.T. I 5/8" IRON ROD J N89° 1 1 ' 16"E 224.92' w/ GAP (TRAVERSE LS 5/8" IRON ROD PROP COR) SET W/CAP (TRAVERSE LS PROP COR) SET 1/2" IRON ROD N FOUND (CM) 15' UTILITY 15' B.S.L.(VO EASEMENT L. 388-139, VOLUME 388-139, PAGE 7 PG. 7) P.R.T.C.T. N88°49'03"E LOT 8R1, BLOCKS 22,509 SF 175.12 F- 0. 517 Acres W 5/8" IRON ROD FOUND (CM) I O Z ^ O ~, Q m R- LOT 8, BLOCK B BRIARWOOD ESTATES, W L M PHASE I Q z VOL. 388-139, PG. 7 P.R.T.C.T. I -I mo O N 1ARSHADBHAI D. PATEL m00 O AND WIFE, DAXABEN H. 00 PATEL o a- O INST. N0. D214251105 D O 1 O.P.R.T.C.T. LOT 1-R-2, BLOCKB I 10' PRIVATE DRAINAGE EASEMENT Ir- BRIAR WOOD ESTA TES (D 0 (BY THIS PLAT) PHASE CD o0 INST. NO. T.C.T. 71799 P.R. m N89' 11 ' 16"E 224.92' - N LW 0 00 o O � Z � 15' SANITARY SEWER EASEMENT (BY THIS PLAT) 15' UTILITY EASEMENT LOT 8R2 � BLOCK VOL. 388-139, PG. 7 0 22,509 SF P.R.T.C.T. 0 0.517 Acres 00 oCD - - o 0 Z S MAHAN SURVEY TNUB�IRACT NO' 1p49 7.5' LOT I-R-1, BLOCKB 15' UTILITY EASEMENT BRIARWOOD ESTATES VOL. 388-139, 7 15' B.S.L.- P.R.T.C.T. PHASE (VOL. 388-139, PG. 7) INST. NO. D206071799 P.R.T.C.T. POINT OF _ BEGINNING 5/8" IRON ROD W/ CAP (TRAVERSE LS 1/2" IRON ROD S8901 1 ' 16"W 224.92' PROP COR) SET FOUND (CM) - - - - - LOT B, BLOCK B BRIAR WOOD ESTATES, PHASE I VOL. 388-139, PG. 7 P.R. T. C. T. CERTIFICATE OF APPROVAL: Approved by the Planning and Zoning Commission Date ------------- Chairman: ---------------------------- P&Z Secretary: _______________________- CERTIFICATE OF APPROVAL: Approved by the City Council Date ------------- Mayor: --------------- City Secretary: _________- STATE OF TEXAS COUNTY OF TARRANT WHEREAS Harshadbhai D. Patel and Wife, Daxaben H. Patel are the owners of a 1.034 acre tract of land situated in the Thomas Mahan Survey, Abstract Number 1049, Tarrant County, Texas, being all of Lot 8, Block B of Briarwood Estates, Phase I, an addition to the City of Southlake, as recorded in Volume 388-139, Page 7, Plat Records, Tarrant County, Texas, same being all of a tract of land described to Harshadbhai D. Patel and Wife, Daxaben H. Patel by deed recorded in Instrument Number D214251105, Official Public Records, Tarrant County, Texas and being more particularly described by metes and bounds as follows: BEGINNING at a 1 /2 inch rebar found for the southwest corner of said Lot 8, some being the northwest corner of Lot B, Block B of sid Briarwood Estates and lying on the east right-of-way line of Briarwood Drive (60' Public right-of-way); THENCE North 00 degrees 48 minutes 44 seconds West, with the east right-of-way line of said Briarwood Drive, a distance of 200.15 feet to a 5/8 inch rebar capped "TRAVERSE LS PROP COR" set for the northwest corner of said Lot 8, same being the southwest corner of Lot 7, Block B of said Briarwood Estates; THENCE North 89 degrees 11 minutes 16 seconds East, departing the east right-of-way line of said Briarwood Drive, with the south line of said Lot 7, a distance of 224.92 feet to a 5/8 inch rebar capped "TRAVERSE LS PROP COR" set for the southeast corner of said Lot 7, same being a point on the west line of Lot 2, Block B of ; THENCE South 00 degrees 48 minutes 44 seconds East, with the west line of said Lot 2, passing a 5/8 inch rebar found for the northwest corner of Lot 1 -R-2, Block B of Briarwood Estates, Phase I, an addition to the City of Southlake, as recorded in Instrument Number D206071799, Plat Records, Tarrant County, Texas at a distance of 26.40 feet and continuing with the west line of said Lot 1 -R-2, continuing with the west line of Lot 1 -R-1 of said second referenced Briarwood Estates, a total distance of 200.15 feet to a 5/8 inch rebar capped "TRAVERSE LS PROP COR" set for the northast corner of said Lot B, Block B; THENCE South 89 degrees 11 minutes 16 seconds West, departing the west line of said Lot 1 -R-1 , with the north line of said Lot B, a distance of 224.92 feet to THE POINT OF BEGINNING and containing 45,018 square feet or 1.034 acre tract of land, more or less. NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS THAT WE, Harshadbhai D. Patel and wife, Daxaben H. Patel, being all of the owners, do hereby adopt this plat designating the hereinabove described property as Briarwood Estates Phase I, an addition to the City of Southlake, Tarrant County, Texas, an we do hereby dedicate the right-of-way (alleys and parks) one easements shown thereon to the public's use unless otherwise noted. This plat does not alter or remove any existing deed restrictions or covenants, if any. There are no liens against this property. Witness, my hand at ___________________- _____________- This ____ day of ____________________- 20____ Harshadbhai D. Patel - Signature ------------------------------------------------------ Printed Name Daxaben H. Patel Printed Name STATE OF TEXAS § COUNTY OF ______________ § BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared Harshadbhai D. Patel, known to me to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that she executed the some for the purposes and consideration therein expressed. GIVEN UNDER MY HAND AND SEAL OF OFFICE this day of Notary Public in and for the State of Texas STATE OF TEXAS § COUNTY OF ______________ § BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared Daxaben H. Patel, known to me to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that she executed the some for the purposes and consideration therein expressed. GIVEN UNDER MY HAND AND SEAL OF OFFICE this ________day of ______________________ 20 Notary Public in and for the State of Texas FILED AS INSTRUMENT # , DATE PLAT REVISION BRIARWOOD ESTATES PHASE I Being all of Lot 8, Block B of Briarwood Estates, Phase I, an addition to the City of Southlake, as recorded in Volume 388-139, Page 7, P.R.T.C.T. Being 1.034 Acre Tract of Land Situated in LM19SU oMM the Thomas Mahan Survey, 14200 Midway Road, Suite 130, Dallas, TX 75244 1 T: 469.784.9321 Abstract Number 1049 W: TraverseLandSurveying.com I Texas Firm No. 10194631 ENGINEER OWNER/DEVELOPER Surveying COnstruchon Stawn Plattin City of Southlake, Tarrant County, Texas Triangle Engineering Harshadbhai D. Patel and Wife, Daxaben H. Patel yi g g g November 2024 1782 W McDermott Drive 425 Briarwood Drive Date: November 06, 2024 Project No.: TR-132-23 1 OF 1 Allen, Texas 75013 Southlake, Texas 76092 CITY CASE FILE NO: ZA24-0070 N 5/8" IRON ROD W/CAP (TRAVERSE LS PROP COR) SET 30 15 0 30 z W SCALE IN FEET 1 '=30' a- J Q GENERAL NOTES H U7 1. The Basis of Bearings is from the Texas State Plane Coordinate System, Q NAD83, North Central Zone is derived from GPS Observatinos using the Allterra RTK Network and adjusted to surface using a scale factor of Q 1.00012. O 2. Notice: Selling a portion of this addition by metes and bounds is a L violation of City subdivision ordinance and state platting statutes and is hr'� C subject to fines and withholding of utilities and building certificates. ,•J 3. The purpose of this plat is to create two recorded lots out of a tract of CD a previously recorded lot. U J m 0 SURVEYOR'S CERTIFICATION KNOW ALL MEN BY THESE PRESENTS: That I, David F. McCullah, do hereby certify that i prepared this plat from an actual and accurate survey of the land and that the corner monuments shown thereon as set were properly placed under my personal supervision. O O 00 0 O Z 1/2" IRON ROD FOUND (CM) _ N00°48'44"W 210.21 ' N89° 1 1 ' 16"E 224.92' 15' UTILITY EASEMENT VOLUME 388-139, PAGE 7 LOT 8R1 BLOCKB P.R.T.C.T. 22,509 SF 0.517 Acres o LOT 8, BLOCK B o � BRIARWOOD ESTATES, I m PHASE w o VOL. 388-139, PG. 7 00 z i� P.R.T.C.T. CA � �03 m v C Z HARSHADBHAI D. PATEL m AND WIFE, DAXABEN H. PATEL INST. NO. D214251105 O.P.R.T.C.T. 00 0 o 0 1HOMA5 M. S1p49Y ABSTRACT David F. McCullah REGISTERED PROFESSIONAL LAND SURVEYOR TEXAS REGISTRATION NO. 4023 STATE OF TEXAS § COUNTY OF COLLIN § BEFORE ME, the undersigned authority, a notary public in and for the State of Texas, on this day personally appeared David F. McCullah, known to me to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that he executed the same in the capacity therein stated. Given under my hand and seal of office this day of 2023 Notary Public in and for the State of Texas FOOD NOTES No portion of the subject property shown hereon lies within the 100 year flood hazard area according to the Flood Insurance Rate Map, Community Panel No. 48439C0105K, dated September 25, 2009. The subject property is located in the area designated as Zone "X", (areas determined to be outside the 0.2% annual chance floodplain). N89'11'16"E 224.92' LOT 8R2, BLOCK B 22,509 SF 0.517Acres 15' UTILITY EASEMENT VOL. 388-139, PG. 7 P.R.T.C.T. 15' B.S.L. POINT DE (VOL. 388-139, PG. 7A) BEGINNING - 1/2" IRON ROD S89° 1 1' 1611W 224.92' FOUND (CM) - - - - - - - I LOTB BLOCK B LOT 7 BLOCK B CERTIFICATE OF APPROVAL: Approved by the Planning and Zoning Commission Date ------------- Chairman: ---------------------------- City Secretary: ________________________ LOT2 BLOCK B 5/8" IRON ROD W/ CAP (TRAVERSE LS PROP COR) SET T 15' BUILDING SETBACK LINE (VOL. 388-139, N PG. 7A) 5/8" IRON ROD FOUND (CM) 00 0 1/2" IRON ROD FOUND (CM) N88°49'03"E 175.12' STATE OF TEXAS COUNTY OF TARRANT WHEREAS Harshadbhai D. Patel and Wife, Daxaben H. Patel are the owners of a 1.034 acre tract of land situated in the Thomas Mahan Survey, Abstract Number 1049, Tarrant County, Texas, being all of Lot 8, Block B of Briarwood Estates, Phase I, an addition to the City of Southlake, as recorded in Volume 388-139, Page 7, Plat Records, Tarrant County, Texas, same being all of a tract of land described to Harshadbhai D. Patel and Wife, Daxaben H. Patel by deed recorded in Instrument Number D214251105, Official Public Records, Tarrant County, Texas and being more particularly described by metes and bounds as follows: BEGINNING at a 1 /2 inch rebar found for the southwest corner of said Lot 8, same being the northwest corner of Lot B, Block B of sid Briarwood Estates and lying on the east right-of-way line of Briarwood Drive (60' Public right-of-way); THENCE North 00 degrees 48 minutes 44 seconds West, with the east right-of-way line of said Briarwood Drive, a distance of 200.15 feet to a 5/8 inch rebar capped "TRAVERSE LS PROP COR" set for the northwest corner of said Lot 8, same being the southwest corner of Lot 7, Block B of said Briarwood Estates; THENCE North 89 degrees 11 minutes 16 seconds East, departing the east right-of-way line of said Briarwood Drive, with the south line of said Lot 7, a distance of 224.92 feet to a 5/8 inch rebar capped "TRAVERSE LS PROP COR" set for the southeast corner of said Lot 7, same being a point on the west line of Lot 2, Block B of ; THENCE South 00 degrees 48 minutes 44 seconds East, with the west line of said Lot 2, passing a 5/8 inch rebar found for the northwest corner of Lot 1 -R-2, Block B of Briarwood Estates, Phase I, an addition to the City of Southlake, as recorded in Instrument Number D206071799, Plat Records, Tarrant County, Texas at a distance of 26.40 feet and continuing with the west line of said Lot 1 -R-2, continuing with the west line of Lot 1 -R-1 of said second referenced Briarwood Estates, a total distance of 200.15 feet to a 5/8 inch rebar capped "TRAVERSE LS PROP COR" set for the northast corner of said Lot B, Block B; THENCE South 89 degrees 11 minutes 16 seconds West, departing the west line of said Lot 1 -R-1 , with the north line of said Lot B, a distance of 224.92 feet to THE POINT OF BEGINNING and containing 45,018 square feet or 1.034 acre tract of land, more or less. NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS THAT WE, Harshadbhai D. Patel and wife, Daxaben H. Patel, being all of the owners, do hereby adopt this plat designating the hereinabove described property as Briarwood Estates Phase I, an addition to the City of Southlake, Tarrant County, Texas, an we do hereby dedicate the right-of-way (alleys and parks) ane easements shown thereon to the public's use unless otherwise noted. This plat does not alter or remove any existing deed restrictions or covenants, if any. There are no liens against this property. Witness, my hand at ___________________- _____________- This ____ day of ____________________- 20____ ------------------------------------------------------ Harshadbhai D. Patel - Signature cn o------------------------------------------------------ c) C Name coPrinted � 00 1r L LOT 1-R-2, BLOCKB BRIARWOOD ESTATES - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - PHASE I Daxaben H. Patel O INST. NO. D206071799 NP.R.T.C.T. Printed Name w 00 STATE OF TEXAS § O C/) COUNTY OF ______________ § BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared Harshadbhai D. Patel, known to me to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that she executed the some for the purposes and 15' UTILITY EASEMENT consideration therein expressed. VOL. 388-139, PG. 7 P.R.T.C.T. GIVEN UNDER MY HAND AND SEAL OF OFFICE this ________day of ______________________ 0 0 20____. LOT]-R-I,BLOCKB ----------------------------------- BRIARWOODESTATES Notary Public in and for the State of Texas PHASE I INST. NO. D206071799 P.R.T.C.T. STATE OF TEXAS § COUNTY OF ______________ § BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared Daxaben H. Patel, known to me to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that she executed the some for the purposes and consideration therein expressed. GIVEN UNDER MY HAND AND SEAL OF OFFICE this ________day of ______________________ 5/8" IRON ROD W/ CAP (TRAVERSE LS PROP CDR) SET I Notary Public in and for the State of Texas OWNER/DEVELOPER Harshadbhai D. Patel and Wife, Daxaben H. Patel 425 Briarwood Drive Southlake, Texas 76092 DWL(E HE(E ,LANE0S1M11250 YIINLG 111010 14200 Midway Road, Suite 130, Dallas, TX 75244 1 T: 469.784.9321 W: TraverseLandSurveying.com I Texas Firm No. 10194631 Surveying I Construction Staking I Platting Date: October 11, 2023 Project No.: TR-132-23 PLAT REVISION BRIARWOOD ESTATES PHASE I Being all of Lot 8, Block B of Briarwood Estates, Phase I, an addition to the City of Southlake, as recorded in Volume 388-139, Page 7, P.R.T.C.T. Being 1.034 Acre Tract of Land Situated in the Thomas Mahan Survey, Abstract Number 1049 City of Southlake, Tarrant County, Texas October 2023 1 of 1 Q1 LAND DESCRIPTION Lot 8, Block B, Briarwood Estates Phase I, an addition to the City of Southlake, Tarrant County, Texas, according to the final plat thereof recorded in Volume 388-139, Page 7, Plat Records of Tarrant County, Texas. 0 40 20 I I I Feet SCALE IN FEET The Basis of Bearings is from the Texas State Plane Coordinate System, NAD83, North Central Zone as derived from GPS observations using the Allterra RTK Network and adjusted to surface using a surface scale factor of 1.00012. DGEND eou ---- ADJOINER BOUNDARY LINE ------ EASEMENT LINE (AS NOTED) -w- WATER LINE -SAN>- SANITARY SEWER LINE ------ STORM DRAIN LINE AS NOTED -OHE- OVERHEAD ELECTRIC LINE SET OR FOUND MONUMENT (AS NOTED) © GAS METER H Gv GAS VALVE ucG UNDERGROUND GAS MARKER uGCA UNDERGROUND CABLE MARKER 0 cATv UNDERGROUND CABLE TV VAULT © PROPANE TANK ❑TPED TELEPHONE PEDESTAL ❑EPED ELECTRIC PEDESTAL ❑A AIR CONDITIONING MWM WATER METER ►� WV WATER VALVE OW WATER MAN HOLE O• CO CLEANOUT 0 130L BOLLARD FIRE HYDRANT ® SANITARY SEWER MAN HOLE ® STORM MAN HOLE E9 ELECTRIC METER ® ELECTRIC VAULT ❑ TRANS TRANSFORMER Opp POWER POLE 11. GUY ANCHOR ❑ LP LIGHT POLE 0ICV IRRIGATION CONTROL VALVE OCATV CABLE VAULT E=ITSV TRAFFIC SIGNAL VAULT -Q,TSL TRAFFIC SIGNAL LIGHT -� TRAFFIC SIGN i LIGHT POLE P FLAG POLE d MB MAIL BOX BENCH MARK CM CONTROL MONUMENT D.U.E. DRAINAGE & UTILITY EASEMENT B.L. BUILDING LINE VOL. PG. VOLUME PAGE DOC. No. DOCUMENT NUMBER O.P.R.T.C.T. OFFICIAL PUBLIC RECORDS TARRANT COUNTY, TEXAS D.R.T.C.T. DEED RECORDS TARRANT COUNTY, TEXAS P.R.T.C.T. PLAT RECORDS TARRANT COUNTY, TEXAS TREE TABLE NO. SIZE SPECIES 669 36" OAK 670 18" OAK 671 36" OAK 672 18" OAK 673 18" OAK 674 24" OAK 675 36" 1 OAK 676 18" OAK 677 18" OAK 678 24" OAK 679 18" OAK 680 18" OAK 681 24" OAK 682 16" 1 OAK 683 17" OAK 684 24" OAK 685 15" OAK 686 12" OAK 687 19" OAK 688 19" OAK 689 18" OAK 690 18" OAK 691 12" OAK 692 18" OAK 693 14" OAK 694 15" OAK 695 21" OAK 696 14" OAK 697 13" OAK 699 19" OAK 700 14" 1 OAK 701 15" OAK 702 17" OAK 703 16" OAK 704 20" OAK 705 15" OAK 706 15" OAK 707 13" OAK 708 12" OAK 709 17" OAK 710 18" OAK 711 MULTI (19") OAK 712 17" OAK 713 13" OAK 714 16" OAK 715 13" OAK 716 12" OAK 717 14" OAK 718 12" OAK 719 11" OAK 720 19" OAK 721 12" OAK 722 18" OAK 723 15" OAK 724 7" ELM 725 8" ELM 726 8" ELM 727 10" ELM 728 9" ELM 729 17" OAK 730 16" OAK 731 17" OAK 732 5" HACKBERRY 733 8" ELM BENCHMARK NOTES The Benchmarks and elevations shown are based on the North American Vertical Datum 1988 (NAVD88) by using GPS observations in conjunction with the AIITerra RTK Network. Benchmark No. 1 "X" cut found with box 5.84 feet southeasterly from the Southwest corner of subject property. Elevation: 626.0 feet Benchmark No. 2 "X" cut found with box From the southeast corner of the subject property, THENCE west 28.91 feet, THENCE south 32.20 feet to the northeasterly corner of parking lot. Elevation: 623.5 feet 1/2" REBAR FOUND (C.M.) 5 \cli \ \ I \ \ I l00 CONCRETE I z DRIVEWAY 15' UTILITY EASEMENT VOL. 388-139, PG. 7 / I LOT 7 / FL = 618.3 P.R.T.C.T. I I BLOCKS / ( I / T -� - 5/8" REBAR SET —I / 7O2 / WITH CAP "TRAVERSE \ 5/8" REBAR FOUND I I / / I . ' to FENCE / • 732 / / LS PROP COR" P i I 1 1 WITH CAP "TRAVERSE I 1 / / 686 N89 11 16 E� \\\CO LS PROP COR" I wM .I /ir // / / / / / / • /22/4./92/ / / / • 0 s\6��.�I \ \ I I I1 690 691 15' B.S.L. LOT2 BLOCKS 6ti 0\ 3 -t 687IN /V692 693 1 / I _ 1-/2" REBA.R U689701 175.12' FOUND (C.M N88'49'03"E " REBAR.694 5/8 VL I 4,v /ii 8 ���.FOUND (C.M.) //'0 FL = 620.I / 10l / / / 695 1 .2' I O SHED \ \ \\ \\ \\\\ 11I �1I/1 I I1I I I I 1 I II 1i IIo / I• /// / /// II INIr / ��/ /// �//// / /// AS/PHA//// /// / / //o� •/ /// //// / // / • —-� //� f0/J/// N I \N 16 69 t 1DR/V S6 24 SQ 0)AYC 12.2' Il l4/2/ ./\5\/9 ' 670CD (,A703683 29 \ \ I1 II\I / 1i , � 0.80' WIDE BRICK K • L4 WALL W 00 WOOD FENCE (TYP .) O 704I w 699 682 :30 700 VI 0/ // 681 0.85' WIDE BRICKLL(TYP•) 731 In 59 7 N > 672 COVERED CONCRETE LOT] PARKING BLOCKS674 smAZx 706 w7 / `-rl 1 / 2.0' 705 0 MT93.85' 54.07' Z N 0) / / I 15' UTILITY EASEMENT ONE-STORY BRICK I^ VOL. 388-139, PG. 7 P.R.T.C.T. $ N A 707 I ' / F%5 /68/ -93.50' �o EM14.1' 54.42' / 679 p 1 12.7' I_ 708 710 I I I Z ,/ I LOT 8, BLOCK l I 1713 / I, I I B�JARWOOD ESTATES, PHAS I 722 717 oy�, •/ f VOL. 388-139, PG. 7 I 709 I / I P.R. T. C. T. / 723 I I / HARSHADBHAI D. PATEL ET UX, I • 721 DAXABEN H. PATEL I 716 I �°� • 71 1 DOC. NO. D214251105 I • V / I I O.P.R.T.C.T. 1 718 • (714 / / I , 0.80' WIDE BRICK / 1 677 • / I / 1.033 ACRES I / � N �'�� �NLEW/ WOOD 678 45,017 SQ. FT. 1 719 / 715F 712 it "425 BRIARWOOD I / ,� ' i DRIVE" 1 15' UTILITY EASEMENT VOL. 388-139, PG. 7 I / \ P.R.T.C.T. 5/8" REBAR SET .S.L. \ " / (b'OL. 388-139, PPG. 7�) 6g0 / 7- WITH CAP "TRAVERSE 15' B / / LS PROP CORP 1/2" REBAR � � - - _ -224.92 � FOUND (C.M.)-�­ 28s1' - - 5.e4' — - — — — —728 — — — — 727. • S89' 1 1 ' 1 6"W 726 725 _ _ / 733 r — t — — BENCHMARK / XS WITH 60o J SANITARY SEWER MANHOLE 17',, - - - - _ _ _ - _ _ - I M i625 / _ SANITARY SEWER MANHOLE I RIM=626.50' 5 PARKING SPACES - - - I O RIM=625.17' 10" PVC WEST FL=616.21 -- _ LOTS-------------� I � 10" PVC NORTH FL=615.32' 10" PVC EAST FL=616.38' I BLOCKS BENCHMARK / XS WITH BOX 6PVC SOUTHEAST FL=616.46' I 623.5 10" PVC EAST FL=615.52' " ' I / 15 PARKING SPACES BM#2 'I ITE / PARKINGELOT I II L I I I I FLOOD STATEMENT According to the Flood Insurance Rate Map, Community Panel No. 48439C0105K, dated September 25, 2009 by graphic plotting only. This property appears to be within Zone "X", (areas determined to be outside the 0.2% or 1% annual chance floodplain). This statement does not imply that the property and/or its 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 causes. This statement shall not create liability on the part of the surveyor. GENERAL NOTES 1. All underground utilities shown hereon were taken from field observations. The underground utilities shown hereon have been field verified by the surveyor. 2. This survey was created with the information provided by the client or their representative. the surveyor did not abstract the subject property and cannot be used to represent warranty of title or guarantee of ownership. 3. This survey was created without the benefit of a Commitment for Title Insurance. SURVEYOR'S CERTIFICATION The undersigned does hereby certify that this survey substantially complies with the current Texas Society of Professional Surveyors Manual of Practice Requirements for a Category 1 B, Condition II Land Title Survey, and that this Survey was this day made on the ground of the property legally described hereon and is correct and to the best of my knowledge, there are no visible discrepancies, conflicts, shortages in area, boundary line conflicts, encroachments, overlapping of improvements, easements or rights of way that I have been advised of except as shown hereon. Bearings and Distances are based on the State Plane Coordinate System, Texas North Central Zone (4202) North American Datum of 1983 (NAD83) (US Foot) with a combined scale factor of 1.00012. Date of Plat or Map: September 10, 2024 PRELIMINARY, THIS SURVEY SHALL NOT BE RECORDED FOR ANY PURPOSE AND SHALL NOT BE USED OR VIEWED OR RELIED UPON AS A FINAL SURVEY DOCUMENT Cole Carpenter Registered Public Land Surveyor Texas Registration No. 6892 (TO BE F.V.) 1> /g V-e / FL=618.2 \ / X-622.50 / 1 / X-623. / w O w I > w c� Q \/ U � � Q 0 PROPPED 16' SAgITAP$ 'y 4 EASEMENT X-626.00,� � 1 � 1 1 1 1 1 1 1 1 I I I I I I I I I I I I I I I I 7 627 - ^ \ \ a EXISTING CONCRETE ( I /EASEMENT \ m DRIVEWAY \ 7.5' UTILITY EASEME T \ \ \\ wl I / / 1 I / 28� _ \ VOL. 388-139, PG. 7 \ I ' 6 P.R.T.C.T. \ 1 l I I ------- ��----� L/ --/ EXISTING WOOD F FENCE 7 /------ \-\�\\ \ I ----- ---Pp \ \ I I I l'COY 0N89011'16"E 224.92' / / IN, / C� 0� 626.35x-1°1�-- 8 Zvi 77.5' rn �.-� --- T- -- �-- TtiW � 627 626.75"'�- //\ UTILITY EASEMENT rO7.5' UTILI�Y E!1»SEMET - \L. 388-139, PG. 7 V0 38 131, PG. 7 16 �ry0 627.0f�. / \ P.R.T.C.T. \ P. .T.C.. I 0 6215 628.65 10% / / 629.00 629. C 6 30 628. 5 / j LOT 8R-1, BLOCK B \ / i 22, 508 S.F. 1L6 / x/ B 52 ACRES s288o� 6�2623�8 62 .35 628.95 629.00 4 =621/10/627.40�1 \ NC I \ '. I 628. s28.58 / s2e.5e sis.00 Q� 1 0 ✓ \ \I \ / / 628.88 1 `V61 \ \ / 00 � s2a.71 \ � GARAGE 2 STORY HOUSE \ I\ \ / N 6' 3,729 S.F. I 0.80' WIDE BRICK / FIFE = 629.00 \ I \ I WALL W/ 6' HIGH \ / / 29.00 \ \ I I WOOD FENCE (TYP.) 628.75 r 628.75 629.00 \ I \ I I 6> G , I/ � \\ l o • 628 �ryrn o \ I CD / 29 628 / I/ p 1 -4 ----- r - - - - - 627 - - - - - - - - - - - - - - - - - - - \ > 62 / I 2.8% / W \ Qs 1 00 1 ao \\ o / �� 2g / 62$ / ` 0 I I I U I 11 Z) 1 / / PROPOSED- -0 I / M Joao t0o 1 I 626.34 �Co� 1 / 6l / X-626. EXISTING ASPHALT PAVEMENT HP H 10 I I , C 628.75 628.75 629.00 10 EASEMENT RIINAGE 1 / 29.00 2 STORY HOUSE 3,729 S.F. / GARAGE / FFE = 629.00 ) / / 628.71 28.58 / 628.58 I I 629.00 0 A 5%/I ' / I // ~ I 628.35 628.95 LOT 8R-2, BLOCK B s2s.88 628.71 22, 509 S.F. 1 628.15 / 0.52 ACRES / • / / I ^ I (• 3. % I 1 629.00 629.00 / / I / 620.15 628.65 / / ti / / I 628 0.83% �628.50 �. 7.5' UTILITY 3N -� - � VOL. 388-''9, PG.PG. 7 7 1 I / 628.00 / / ^ P.R.T.C.T. / d"� 629 bM ss - -gze_ _ - _ - - -_ _ _ - S89° 11'16_W 224.92' - - s2s- _ -� I \ I I I 1'1 - - - - -627- - - - - - -7 5%CJ�TY EASEMENT / • -626 - - - - VOL. 388-139, :625A -11 �625� '�'==r_=�______ -825 T.C.T. ZM J/1 4 __ �_ __ � _,t. ---" 7, - BM#2 EXISTING i / / _ `Otiy 111 PARKINGELOT - 623 II /- _ rr 1 0.80' WIDE BRICK WALL W/ WOOD FENCE (TYP.) 7.5' UTILITY EASEMENT --��VOL. 388-139, PG. 7 P.R.T.C.T. Pp ss I m Know what's below. Call before you dig. EXISTING LEGEND BOUNDARY LINE O SET IRON ROD (AS NOTED) ADJOINER BOUNDARY LINE FOUND IRON ROD (AS NOTED) EASEMENT LINE (AS NOTED) "X" CUT FOUND WATER LINE ® "X" CUT SET SANITARY SEWER LINE M WATER METER STORM DRAIN LINE (AS NOTED) FIRE HYDRANT OVERHEAD ELECTRIC LINE (� _ SANITARY SEWER MANHOLE BENCH MARK C::] CV CABLE VAULT CM CONTROL MONUMENT 0 UV UTILITY VAULT O.P.R.C.C.T. OFFICIAL PUBLIC RECORDS COLLIN COUNTY, TEXAS FIBER OPTIC MARKER N N WATER VALVE M.R.C.C.T MAP RECORDS COLLIN COUNTY, TEXAS TRAFFIC SIGN ® STORM MANHOLE fZf POWER POLE, LIGHT POLE • BOLLARD © GAS METER 000 SANITARY SEWER CLEAN OUT © GREASE TRAP QT TELEPHONE RISER GRADING LEGEND EXISTING ELEVATION *64.00 EX EXISTING MINOR CONTOURS - - - 464 - - - - - EXISTING MAJOR CONTOURS - - 465 - - MINOR CONTOURS 464 MAJOR CONTOURS 465 SWALE - HIGH POINT HP -HP -HP -HP - STORM PIPE STM-> RETAINING WALL 00001 RIP RAP FINISH FLOOR ELEVATION 467.00 FF TOP OF CURB ELEVATION 466.00 TC GUTTER ELEVATION 465.50 G SIDEWALK ELEVATION 465.00 SW TOP OF PAVEMENT 464.00 TP GROUND ELEVATION 463.00 GR DRAINAGE FLOW DIRECTION _ 1% CURB INLET STORM MANHOLE O STORM CLEANOUT SANITARY SEWER MANHOLE O SANITARY SEWER CLEANOUT SANITARY SEWER DOUBLE CLEANOUT D C SANITARY SEWER SAMPLE PORT QO GREASE TRAP O O DOMESTIC WATER METER 0 IRRIGATION METER 0 GAS METER TRANSFORMER LIGHT POLE POWER POLE 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' 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. 0 1 40 Scale: 1" = 20' Feet Q 9 go KIRKWOOD w � BLVD. m Uj � J SITE ¢ o O O m Y Q J M m � w 2 U SERVICE ROAD OSH 114 (NVV PKVVY.) VICINITY MAP N.T.S. 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. GRADING PLAN PRIVATE RESIDENCE 425 BRIARWOOD DRIVE CITY OF SOUTHLAKE TARRANT COUNTY, TEXAS BRIARWOOD ESTATES, PHASE 1, LOT 8, BLOCK B ,� �ANGLE ENGINEERING LLC T: 469.331.8566 I F: 469.213.7145 I E:info@triangle-engr.com W: triangle-engr.com 1 O: 1782 W. McDermott Drive, Allen, TX 75013 Planning I Civil EngineeringI Construction Management P.E. DES. DATE SCALE PROJECT NO. SHEET NO. NO. DATE DESCRIPTION BY _�'�P of r 114j ? 9 I ' * * ...............................� KARTAVY.. S. PATEL ....:................ .. •, 97534 "CE14S'��c�``�� 111' , ONA Ic "`` �� 09�27/2024 1 09-27-24 1st CITY SUBMITTAL KP • • KP MLM 09-27-24 SEE SCALE BAR 085-24 C _4 ■ O • TX. P.E. FIRM #11525 (TO BE F.V.) /g20/ FL=618.3 1 1 HEADWALL - 12" FL = 620.90 h I /' 623\ HEADWALL 12" FL = 621.40 / 1 1 � � L z O w I � w c� Q I� �MQ / m = � w 1 Q 0 HEADWALL -Z 12" FL = 624.50 HEADWALL 12" FL = 624.75 `----- ------ EXISTING CONCRETE DRIVEWAY \\ 1 1 1 1 1 1 1 1 I I I I I I I I I I I I I 1 / 1 / 1 1 627 ^ \ CV-----------� / EXISTING // // /' / i / / \ CONCRETE / DRIVEWAY / / / / i 7.5' UTILITY EASEMENT / / VOL. 388-139, PG. 7 \ - - - - - - - -�----J / 100, EXISTING / 628- \ uinnn =NCE \ P.R.T.C.T. \ J- / \ ---7-------- f-- - - - T / \ / • \ PP N89011'16"E 224.92' / 11 / 3 ,. / 10, 628 \ -A. 24 L.F. 15" RCP @ 2.0% FA C / / LOT 8R-1, BLOCK B 22, 508 S.F. 0.52 ACRES 2. DA-1 Aol co ' GARAGE2 STORY HOUSE N / / 3,729 S.F. FFE = 629.00 e / \ 7.5' UTILITY EASEMENT VOL. 388-139, PG. 7 P.R.T.C.T. o \ N �o m . I I DA-2 \ \\ 0.33 \\ \ I\ / I 110 628 / - I o CN ------------------- - ------ -I LU ------------ -- - - - - - - I- 00 62$ o C/) PROPOSED + / / � 10' DRAINAGE EASEMENT DA-3IV / 0.19 / I I / 0.32 0.52 ACRES • ' / • I • 3 5% 1 / EXISTING I / • • / X • / ASPHALT I N I f_ 628 PAVEMENT co 0.83 �o / I I / 7.5' UTILITY JASEMENT 24 L.F. 12I " RCP @ 1.0% a, - VOL. 388- 39, PG. 7 rA / GARAGE 1 I rD A �-4 M m , 2 STORY HOUSE / 3,729 S.F. FFE = 629.00 I I I LOT 8R-2, BLOCK B 22, 509 S.F. I10 14/ / ^ P.R.T.C.T. / HP HP I I = \ �M SS - _ _62s- - - - _ _ - _ _ _ --S89°11'16"W 224.92' _ _ 629- ��G1uTY EASEMENT • -626 VOL. 388-139,FG.6215 .T.C.T. _625 / / I ro`yrO jl EXISTING �11 I // 6ryh 111 CONCRETE - - •6231l 11 PARKING LOT _ 11 m // -- - - - - �I � � I m I cN .0 I \ I I \ I / I 1 •, � i6ry6 m m m 7.57 UTIL EASEMENT VI . 38 -13 , PG. 7 . / /I i 0.80' WIDE BRICK WALL W/ 6' HIGH WOOD FENCE (TYP.) I 0.80' WIDE BRICK WALL W/ WOOD FENCE (TYP.) I 7.5' UTILITY EASEMENT '--��- VOL. 388-139, PG. 7 P.R.T.C.T. PP ss I Know what's below. Call before you dig. EXISTING LEGEND BOUNDARY LINE SET IRON ROD (AS NOTED) ADJOINER BOUNDARY LINE FOUND IRON ROD (AS NOTED) EASEMENT LINE (AS NOTED) "X" CUT FOUND WATER LINE "X" CUT SET SANITARY SEWER LINE WATER METER STORM DRAIN LINE (AS NOTED) rH FIRE HYDRANT OVERHEAD ELECTRIC LINE QSS SANITARY SEWER MANHOLE BENCH MARK 0 CV CABLE VAULT CM CONTROL MONUMENT O UV UTILITY VAULT O.P.R.C.C.T. OFFICIAL PUBLIC RECORDS COLLIN COUNTY, TEXAS � FIBER OPTIC MARKER WATER VALVE M.F. MAP RECORDS COLLIN COUNTY, TEXAS 15� TRAFFIC SIGN ® STORM MANHOLE POWER POLE LIGHT POLE • BOLLARD © GAS METER 000 SANITARY SEWER CLEAN OUT G1 GREASE TRAP TD TELEPHONE RISER POST -DRAINAGE LEGEND EXISTING MINOR CONTOURS - •+oar - - - - - - EXISTING MAJOR CONTOURS - 465 - - MINOR CONTOURS 464 MAJOR CONTOURS 465 DRAINAGE DIVIDE HIGH POINT HP HP HP HP 0 1 40 Scale: 1" = 20' Feet Q 9 goN KIRKWOOD BLVD. m Uj � J SITE o O M Y Q J M m � W U O SERVICE ROAD OSH 114 (NW PKWY.) VICINITY MAP N.T.S. DRAINAGE AREA NO. DA-X DRAINAGE AREA ACREAGE X.XX DRAINAGE FLOW DIRECTION 1% 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. 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) 1-100 (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 POST -DRAINAGE PLAN PRIVATE RESIDENCE 425 BRIARWOOD DRIVE CITY OF SOUTHLAKE TARRANT COUNTY, TEXAS BRIARWOOD ESTATES, PHASE 1, LOT 8, BLOCK B ,� ���ANGLE ENGINEERING LLC T: 469.331.8566 I F: 469.213.7145 I E:info@triangle-engr.com W: triangle-engr.com 10: 1782 W. McDermott Drive, Allen, TX 75013 Planning I Civil Engineering Construction Management P.E. DES. DATE SCALE PROJECT NO. SHEET NO. NO. DATE DESCRIPTION BY _�'�P of r 4l4 ? 9 I •. ' * * ..............................� . KARTAVY.. S. PATEL..� •, 97534 ;�� 0 c��� 11 1\\"` "`` �� 09�27/2024 1 09-27-24 1st CITY SUBMITTAL KIP • • KIPMLM 09-27-24 SEE SCALE BAR 085-24 -6 ■ O • TX. P.E. FIRM #11525 Q 07 A z Q U) A z Q 07 A U) A z Q U) A z Q U) A z Q U) (TO BE F.V.) I I \ I ----------- EXISTING CONCRETE DRIVEWAY ------ ---------- It � I I � ; I 1 / I i 1 / III EXISTING �11 I CONCRETE FL=618.3 W-1 � Q o w O _ Ljj O Q m � Un o Q IMLI _ w PROPOSED — 15SANITARY EASEMENT E z _ J \ EXISTING 0 W J_ Q j ASPHALT m PAVEMENT _ ���iUUD c O� L DRIVEWAY / 7.5' UTILITY EASEMENT ix I I I VOL. 388-139, PG. 7 — — — — — — — — — — — — — - / EXISTING P.R.T.C.T. WOOD FENCE11 ------------ ----- —--------------------- ----- N89011'16"E 224.92' PP W W W I 7.5' UTILITY EASEMENT I VOL. 388-139, PG. 7 0. • � P.R.T.C.T. I I I I I I— I I LOT 8R-1, BLOCK B 22, 508 S.F. LO 0.52 ACRES I I I o I ffso I I I I GARAGE 2 STORY HOUSE 3,729 S.F. FFE = 629.00 � I I o �� • SS-2 � � i 10 o� . Lids SS-3 ! I I!a CV— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —I — N S — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -----------I— 00 It It I o� I �Nys SS-4 i III I zl I a PROPOSED U) I 0 10' DRAINAGE Z I 2 STORY HOUSE EASEMENT V I 3,729 S.F. I I GARAGE FFE = 629.00 CD o o z I I I v LOT 8R-2, BLOCK B 22, 509 S.F. I 0.52 ACRES •I(D (D I • Cn I > Z I V — UTILITY EMENT VOL. 388-1 9S PG. 7 S S-1 P.R.T.C.T. 11 I I ---— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- —J W W �1r <NVS 1r S.S. I <NVSB <NbS ----fir= ------ `r II s i25.17' (N)=615.32' SSMH (E)=615.52' RIM=626.50' 6cA II 8" FL (W)=616.21' II 8" FL (E)=616.38' II 6" FL (SE)=616.46' II I I 11 II 11 I 111 �2c� ? 1\ d = I <0p- I � � I b"vv Lk�� ' 8- S.S. S — — — — — —<Nb — — — <NbS — —<NbS -Ae '- _ __ 7.5' UTILITY EASEMENT I I j 1il_ _ _ _ VOL. 388-139, PG. 7 P.R.T.C.T. �BM#2 EXISTING CONCRETE 11 PARKING LOT l� 11 11 1 I I I I I I I I I I I I SSMH RIM=621.70' 8" FL (OUT)=617.44' PER AS—BUILTS 'Nf vi I00 A z Q 7.5' UTILITY EASEMENT VOL. 388-139, PG. 7 P.R.T.C.T. 0.80' WIDE BRICK WALL W/ 6' HIGH WOOD FENCE (TYP.) 0.80' WIDE BRICK WALL W/ WOOD FENCE (TYP.) I 7.5' UTILITY EASEMENT �� VOL. 388-139, PG. 7 P.R.T.C.T. I I I EXISTING LEGEND BOUNDARY LINE O SET IRON ROD (AS NOTED) ------- — ADJOINER BOUNDARY LINE 0 FOUND IRON ROD (AS NOTED) -- EASEMENT LINE (AS NOTED) ® "X" CUT FOUND —W — WATER LINE ® "X" CUT SET —SAN>— SANITARY SEWER LINE M WATER METER -------- STORM DRAIN LINE (AS NOTED) FIRE HYDRANT —OHL OVERHEAD ELECTRIC LINE QS�, SANITARY SEWER MANHOLE BENCH MARK 0 CV CABLE VAULT CM) CONTROL MONUMENT 0 UV UTILITY VAULT O.P.R.C.u.. OFFICIAL PUBLIC RECORDS COLLIN COUNTY, TEXAS FIBER OPTIC MARKER N WV WATER VALVE M. MAP RECORDS COLLIN COUNTY, TEXAS T`. TRAFFIC SIGN ® STORM MANHOLE f� POWER POLE LIGHT POLE • BOLLARD © GAS METER 000 SANITARY SEWER CLEAN OUT @ GREASE TRAP 0 TELEPHONE RISER UTILITY LEGEND UNDERGROUND TELEPHONE LINE UGT UNDERGROUND ELECTRIC LINE UGE GAS LINE G G SANITARY SEWER LINE SAN> DOMESTIC WATER LINE D D STORM LINE STM-> STORM SEWER MANHOLE o SANITARY SEWER MANHOLE O SANITARY SEWER CLEANOUT @ SANITARY SEWER DOUBLE CLEANOUT D C DOMESTIC WATER METER m IRRIGATION METER m GAS METER WATER METER & SANITARY SEWER SCHEDULE ID TYPE SIZE NO. OD DOMESTIC 3/4" 2 SANITARY SEWER 4" PROPOSED SEWER CALLOUTS LABELS DESCRIPTIONS 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) SS-1 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 STA: 1 +00 INSTALL: SS-2 1 - 4' O SANITARY SEWER MANHOLE 4" FL (NE) = 621.50 4" FL (SE) = 621.50 INSTALL: SS-3 1 - 41 L.F. 4" PVC S.S. LINE @ 8.5% TO BUILDING 1 - 4" DOUBLE CLEANOUT 4" FL = 625.00 INSTALL: SS-4 1 - 39 L.F. 4" PVC S.S. LINE @ 9.0% TO BUILDING 1 - 4" DOUBLE CLEANOUT 4" FL = 625.00 PROPOSED WATER CALLOUTS LABELS DESCRIPTIONS CONNECT TO EXISTING WATER METER W-1 INSTALL: 1 - 95 L.F. 3/4" DOMESTIC WATER LINE TO BUILDING CONNECT TO EXISTING 6" WATER MAIN INSTALL: W-2 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 0 40 1 Scale: 1" = 20' Feet Q 9 goN KIRKWOOD BLVD. m Uj � J SITE o O O Y Q J m W U SERVICE ROAD OSH 114 (NW PKWY.) VICINITY MAP N.T.S. 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. Know what's below. Call before you dig. SEWER IMPROVEMENT NOTES I" EIE, 4 Du SS 1-01E Z1.1.111. 617 E 8 CITED T TZII— 870 I,RELOlpE -1 N-TrI 1PE—L 1-1— L L.— CI N 00 —-27-09-E 199.91- 111. CI I—D —T- IE- —1 BLOCK B CI L.F. LEIEID �E- lIFITI Z 7FTO.WLIOTMV. =MSTIVE"I 1MU.1DE'7.1"Z;1-- -1 �LE PZxxs E ;r 14,- .T E V z L=.T xE ww ' D 0 z '.o.27 - S10. I- DIA. DRIP M—OLE 0 `1 z ------ — - - - ----------- 2001T munx z Sim 0 =8, 05 > o �E EPA. E.-RI EC- 'oA�J�C`T`000 I" DIA. SMITPPY SE �ST;'�*�T7STD".♦ .IS�SS ....LE ITD.-II-1 IA110LE I E%T, I SS I—OLE E11ST11C FL, 593.81 IIERIFY) 'L 6iC z Q) c�, BLOCK C (D lo, F- E111T11G GIIIII 11 CE—L111 11 PIPE .1 .1EI 11- Nsw An FIRMS1 MI IST­ in 620 2,-41S _14SIAIL IIIEDIEIT ­ I —ILL p 1. T L F'..FS=L-00 E..AI 118ED—T —ILL F.. I El— �l SE.E. PIAMM�'— '20" E= EM"DI—ILL 4 nj L "I'll 1.0 I Pip o 0 l� U AIA T I PIC T' C-­ —E� PIPE . —01. FUINISH ANO INS TALI PIC IE*11 IIIE 1 1.121 .—D- —AIATIO.. EIIII.E.T 8ACK111L P Z'RT ILIL C-1. PIC SE111 1111 P 31— "CL"I EXCAIA"o" D .4 E..E.E.1 .1 1—FILL 5oPIj '�b" SDR-35 C-900 3151 600 8EYA oP�PEE. -- ----- 600 SHEET A 590 5901 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 L;1.01 W�