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Alexander Ct-PN070817r ' 1 M SEMPCO SURVEYING, INC. SOUTH3208 WORTH, 817-926 — 7876 817-926-7878 i D - \\\ 5- AV -4 �- -\\T ENGINEER TIM BENNETT ENGINEERING 203 JACKSON STREET WYLIE, TEXAS 972--429--3993 FAX: 972--42P-3963 no � LEx� ivvE2 C/TYOFCOPPELL, DALLAS L/A/TY, TEXAS OWNER MIRA MAR DEVELOPMENT CORP. 6003 SUNDERLAND DRIVE COLLEYVILLE, TEXAS 76034 817--329--1792 FAX: 817--329-1792 PLANTATION i SPANISH MOSS VAS 4 BEgB R KAYE CL COOPER OAK ZI COZBYZ BROOK to 0 BROOKS w Q W SITE DILLARD _ LOCATION 000,Q r B E T H E L LOCATION MAP NOTTO SCALE � 0 VA A If -., 1--j IV, SHEET INDEX APPROVED FOR GENERAL GONFOR- THE GENERAt APPRIOVAt DOES NOT RELIEVE THE OWNER, ENGINEER OR CONTRACTOR FRO[vi C0111jr-LYING WITH ALL sPECIFIC REQUIREMENTS OF THE CjTf OF CoppELL SUBDIVISION OR- w`o91-11 7/k OATE 01 -hut 60py DATE SHEET NO DESCRIPTION 1 COVER SHEET 2 FINAL PLAT 2A FINAL PLAT 3 DRAINAGE AREA MAP 4 PAVING PLAN AND PROFILE-- OLYMPIA LANE 5 PAVING & PLAN AND PROFILE-- KNIGHTS WAY 6 STORM SEWER PLAN & PROFILES 7 WATER & SANITARY SEWER PLAN 8 SANITARY SEWER PROFILES 9 LOT GRADING PLAN 10 EROSION CONTROL PLAN 1 10 1' Ld V) A ,y z C'% 0 00 lb 0 V_ t ry I m EDWARD A. CROW SURVEY GRAND COVE ESTATES VOL. 94190, PG. 4358 A-301 D.R.D.Co.,Tx. 10 ► COUNTRY ESTATES \VOL. 92188, PG. 3639..\ 8.04' N 1 87-03'53" E 1192-64� .... ........................ D.R.D.Co.jx. .......... 9 rod I 184.6V I GRAHNINE CREEK 4-1661 10 U<, Dc % 12 BLOCK A 13,9•7.9 ! b I -49!11 1E 4 77 JOSEPH C. THWEATT %P ESTATE 12 _1 DEFINED IN DEED TO 7 r .00 J. W. THWEATT �i Cv IN "P - i)-'�o VOL. 515, PG. 76 .0 10 17 4? k 1� 100 Year Floodplaln._. D.R.D.Co. T. 48.29' -bb� 't,-- -----rol 0S 80*48'27" E54.39 N 74"07'14" E t 15 0 IV) I Z)k t 1490.71 19 46.18* V%� -q rn 4 .......... ....... 20 51-31 77.33 1490 .01 2 'P 'e'q 1 LANE .0. r .......... 25� SEWER SANITARY CACCkA17MT j — r0N. _�� 1/ 19 1 Li < 'V&,. "1 1, 1� I VOL.�jz)zu')' zovo I SANITARY SEWER EASEMENT D.R.D.Co.j. Ljj TO BE ABANDONED BY THIS PLAT. 85.77' 30 0 1 . _Qj# 4V ti 't < . z 0 - CN (0 z CO. C) ca n i-- Lj 6 0 I - 'F < (D 6 D_ 0 0 SIGHT % .4.) EASEMENT ......... Cb10 01 IV U) A CA (A 30"qk. C4 z Ld SIGH .25.$3'" 20.47' 25.38' w 0 A 9 a w 0 25- 63 0. 15 96 1613. Cd 9 " *4 40 61.96* 4 SI 5 S 87�tZ�81W E':' OD IN, w 0) (0 wE .jI r 81401 0 01 T-2 59-97 Z63* 134.15' 03 ............... 2 N 89*,35'03" E 1p 0 1 ( i IT Original Scale 1 50 4. Graphic Scale in Feet 41 $ 01a15 ....... ou.0 ...... NOTE: C14 (A 9D % '15" K .... j ...... -�2T: 0 IT 9 ' I? _4 I." w /2- I.P.F. ACCESS/ MAINTENANCE EASEMENT TO T-3 - 30, An COINCIDE WITH THE WESTERN BOUNDARY 3o. OF THE EXISTING SANITARY SEWER EASEMENT. U� %s. \ 135-06' *40 135-23' IN j?'. :a to 0 '50'07" E 01 IN N 86 85*07'04" E 3 ". t �' 0 0 -11.65' ry 2 co 2 rn U) 0 0 1 �=4 n 0 1/2 to I 00 0 q P F _j 0 40 tv 2 40. N ' 61�01. . - 50.0' 1�0 i; � "I n w 7 0 . 6 to 7 *11 00 4 oo 153.31' Sk, KA V) 0_" 04 0 04 173.0,V N 88"1 NOV' E 00 Y 0.725 AC. 01 00 I N 89#28*37" E 00 '*V& %9 40 no ► (SURVEYED) 01 25 V_ Cv 24 C'.1 > u) '0 0) 0: MIRA MAR DEV. CORP. 5' MAINTENANCE 0 1 U) -u Co Vb.. -4 EASEMENT ► DOC. 200600465952 6 ta 0) 0 2- SANITARY D. R. D. C o., Tx. 10 le�. 5' MAINTENANCE co 100 T--:7 T-6 TI -5 0 29 EASEMENT 30.W EASEMENT SIGHT b 26. VOL, 93215, PG. 8992 60.00# q) SIG T 0 T-9 AOL/ EASEMENT 'H -1 83.0' D.R.D.Co.,T, T-14 - T-1332' T-12 T-11 EAS MENT .4 19.30' 66.0 d i_L \21.69/ t j5: P-_ . 3! 141.15' 28.51Y 15' B.L. %K 29X T,15 .1 00 06 1 .. - - - - - - 4 i -, - - - - - - - - - - - - - - - - - - --- N 89-25-09" E 210.13' T 7- -JIM ar ZK 71 11 '��jj am z go. 1 390.09 60. 76 Existing R.O.W. - 200.58 �1417 Ix 49.95 50. 35 P.O.B. 102.91' 1/2- I.P.F. S l39°29'11"W 525.41' 3E S 8927'28* W 420.29' CV 12 1/2" I.P.F. WEST BEVEL ROAD 0.147 ACRE -WAY DEDICATION PRIGHT-0ER THIS PLAT FINAL PLAT THE RESERVE SUMMIT AT THE SPRINGS 1-4 FIRST BAPTIST CHURCH OF COPPELL CZ) J.H. SIMMONS SURVEY VOL. 98249, PG. 23 VOL. 97023, PG. 3493 VOL. 95167, PG, 5885 D.R.D.Co. T. D. R. D. C o., Tx. DALLAS COUNTY A— 1296 D-R.D.Cojx. VOL. 91251, PG. 5059 BLOCK A, LOTS 1 —29 D.R.D.Cojx. EDWARD A. CROW SURVEY, ABSTRACT NO. 301 J.W. ANDERSON SURVEY, ABSTRACT NO. 18 SURVEYOR ENGINEER OWNER 18.506 ACRES OF LAND PD-220R—SF-12 SEMPCO SURVEYING, INC. BENNETT ENGINEERING MIRA MAR DEV. CORP. 3208 SOUTH MAIN STREET 203 N. JACKSON CITY OF COPPELL, DALLAS COUNTY, TEXAS FT. WORTH, TEXAS 76110 P.O. BOX 2077 6003 SUNDERLAND DRIVE 817-926-7876 WYLIE, TEXAS 75098 COLLEYVILLE, TEXAS 76034 AUGUST 07, 2007 Sempco Surveyin FAX: 817-926-7878 972-429-3993 817-996-6698 3208 S. MAIN ST. FORT FAX: 972-429-3963 FAX: 817-329-1792 SHEET 1 of 2 TEL: (817)926-7876 I Copyright 2006 GPS—StJRWMG—MAPPING-4WNING-CONSULTANTS LEGEND — I.P.F IRON PIN FOUND SANITARY SEWER M.H. WATER VALVE FIRE HYDRANT POWER POLE _E—E— OVERHEAD ELECTRIC —SS—SS— SANITARY SEWER LINE ( i IT Original Scale 1 50 4. Graphic Scale in Feet 41 $ 01a15 ....... ou.0 ...... NOTE: C14 (A 9D % '15" K .... j ...... -�2T: 0 IT 9 ' I? _4 I." w /2- I.P.F. ACCESS/ MAINTENANCE EASEMENT TO T-3 - 30, An COINCIDE WITH THE WESTERN BOUNDARY 3o. OF THE EXISTING SANITARY SEWER EASEMENT. U� %s. \ 135-06' *40 135-23' IN j?'. :a to 0 '50'07" E 01 IN N 86 85*07'04" E 3 ". t �' 0 0 -11.65' ry 2 co 2 rn U) 0 0 1 �=4 n 0 1/2 to I 00 0 q P F _j 0 40 tv 2 40. N ' 61�01. . - 50.0' 1�0 i; � "I n w 7 0 . 6 to 7 *11 00 4 oo 153.31' Sk, KA V) 0_" 04 0 04 173.0,V N 88"1 NOV' E 00 Y 0.725 AC. 01 00 I N 89#28*37" E 00 '*V& %9 40 no ► (SURVEYED) 01 25 V_ Cv 24 C'.1 > u) '0 0) 0: MIRA MAR DEV. CORP. 5' MAINTENANCE 0 1 U) -u Co Vb.. -4 EASEMENT ► DOC. 200600465952 6 ta 0) 0 2- SANITARY D. R. D. C o., Tx. 10 le�. 5' MAINTENANCE co 100 T--:7 T-6 TI -5 0 29 EASEMENT 30.W EASEMENT SIGHT b 26. VOL, 93215, PG. 8992 60.00# q) SIG T 0 T-9 AOL/ EASEMENT 'H -1 83.0' D.R.D.Co.,T, T-14 - T-1332' T-12 T-11 EAS MENT .4 19.30' 66.0 d i_L \21.69/ t j5: P-_ . 3! 141.15' 28.51Y 15' B.L. %K 29X T,15 .1 00 06 1 .. - - - - - - 4 i -, - - - - - - - - - - - - - - - - - - --- N 89-25-09" E 210.13' T 7- -JIM ar ZK 71 11 '��jj am z go. 1 390.09 60. 76 Existing R.O.W. - 200.58 �1417 Ix 49.95 50. 35 P.O.B. 102.91' 1/2- I.P.F. S l39°29'11"W 525.41' 3E S 8927'28* W 420.29' CV 12 1/2" I.P.F. WEST BEVEL ROAD 0.147 ACRE -WAY DEDICATION PRIGHT-0ER THIS PLAT FINAL PLAT THE RESERVE SUMMIT AT THE SPRINGS 1-4 FIRST BAPTIST CHURCH OF COPPELL CZ) J.H. SIMMONS SURVEY VOL. 98249, PG. 23 VOL. 97023, PG. 3493 VOL. 95167, PG, 5885 D.R.D.Co. T. D. R. D. C o., Tx. DALLAS COUNTY A— 1296 D-R.D.Cojx. VOL. 91251, PG. 5059 BLOCK A, LOTS 1 —29 D.R.D.Cojx. EDWARD A. CROW SURVEY, ABSTRACT NO. 301 J.W. ANDERSON SURVEY, ABSTRACT NO. 18 SURVEYOR ENGINEER OWNER 18.506 ACRES OF LAND PD-220R—SF-12 SEMPCO SURVEYING, INC. BENNETT ENGINEERING MIRA MAR DEV. CORP. 3208 SOUTH MAIN STREET 203 N. JACKSON CITY OF COPPELL, DALLAS COUNTY, TEXAS FT. WORTH, TEXAS 76110 P.O. BOX 2077 6003 SUNDERLAND DRIVE 817-926-7876 WYLIE, TEXAS 75098 COLLEYVILLE, TEXAS 76034 AUGUST 07, 2007 Sempco Surveyin FAX: 817-926-7878 972-429-3993 817-996-6698 3208 S. MAIN ST. FORT FAX: 972-429-3963 FAX: 817-329-1792 SHEET 1 of 2 TEL: (817)926-7876 I Copyright 2006 GPS—StJRWMG—MAPPING-4WNING-CONSULTANTS VICINITY MAP NOT TO SCALE CURVE DATA CURVE DELTA RADUIS TANGET LENGTH CHORD BEARING CHORD CV 1 41 *46'05' 275' 104.92' 200,47' N 46*24'23"E 196,04' CV 2 15*12'41 175' 23,37' 46.46' N74*53'46"E S.F. 46,32' CV 3 9012'45" 775' 62.44' 124.61' N 87*06'29"E 124.48' CV 4 36*15'56" 200' 65.50' 126.59' S 70*09'10"E 124.49' CV 5 9*27'07" 725' 59.94' 119.60' S 56*44'56"E 119.47' CV 6 221054'14" 275' 55.72' 109.95' S 71'08'42"E 109.21' CV 7 8'08'56" 275' 19.59' 39.11' S 73*04'24"E 39.08' CV 8 19'30'02" 175' 30.07' 59.06' N 09*20'33" E 59.27' CV 9 41'34P55" 200' 75.94' 145.15' N 01'41'54"W 141.98' CV 10 07*19'05" 325' 20.78' 41.51' N 18*49'19"W 41.48' CV 11 43'03'54" 135' 53.27' 101.47' N 06"21'41 "E 99.10, CV 12 1'50'33" 1145.92' 18.43' 36.84' N 89°37'16"W 36.85' CV 13 27*06'47" 295' 71.13' 139.60' S 70°08'41 "E 138.30' CV 14 89053'39" 25' 24.95 39.22' S 44*3222"W 35.32' CV 15 90*11'25" 25' 25.08' 39,35' S 45'25'07"E 35.41' LOT No. AREA LOT No. AREA Bearing LOT I X = 3,741 S.F. LOT 16 = 30,679 S.F. LOT I = 15,231 S.F. LOT 17 = 44,524 S.F. LOT 2 = 15,381 S.F. LOT 18 = 42,030 S.F. LOT 3 = 14,640 S.F. LOT 19 = 35,574 S.F. LOT 4 = 14,619 S.F. LOT 20 = 30,062 S.F. LOT 5 = 15,812 S.F. LOT 21 = 28,896 S.F. LOT 6 = 16,335 S. F. LOT 22 = 19,184 S. F. LOT 7 = 20,034 S.F. LOT 23 = 15,018 S.F. LOT 8 = 18,875 S.F. LOT 24 = 20,927 S.F. LOT 9 = 24,755 S.F. LOT 25 = 19,980 S.F. LOT 10 = 24,027 S.F. LOT 26 16,569 S.F. LOT 11 = 57,902 S.F. LOT 27 = 20,213 S.F. LOT 12 = 33,397 S.F. LOT 28 = 14,447 S.F. LOT 13 = 23,313 S. F. LOT 29 = 16,137 S. F. LOT 14 = 24,397 S.F. LOT 29X 7,943 S.F. LOT 15 = 26,510 S.F. PD CONDITIONS: 1. REQUESTED VARIANCES TO THE SUBDIVISION ORDINANCE: A. DELETION OF ALLEYS 2. SIGHT EASEMENTS SHOWN AT THE INTERSECTIONS. 3. MIN, FF ELEVS. 'N " LLV�' 62. ==VO -V 00 YR. FLOOD ELEV. .:E::l (:)0 YR. FLOOD 4. NO BUILDING PERMITS SHALL BE ISSUED FOR LOTS 9 THROUGH 22 UNTIL A LOMR IS RECEIVED, AND THESE LOTS ARE REPLATTED TO INDICATE THE 100 YEAR FLOODPLAIN LINE, UNLESS THE FINAL PLAT IS NOT FILED UNTIL THE 100 YEAR FLOODPLAIN LINE IS APPROVAL BY FEMA AS PRESCRIBED HEREIN. 5. LOT IX AND LOT 29X TO BE DEDICATED TO AND MAINTAINED BY THE HOMEOWNERS ASSOCTION ESTABLISHED FOR THIS ADDITION (SEE HOMEOWNERS ASSOCIATION DOCUMENTS FOR SPECIFICS). 6. HOMEOWNERS ASSOCIATION IS REPONSIBLE FOR MAINTAINING ALL ABOVE -GROUND IMPROVEMENTS IN LOT 1X AND LOT 29X. 7, FIVE FOOT (5') MAINTENANCE EASEMENT ALONG THE THE SCREENING WALL IS THE RESPONSIBILITY OF THE PROPERTY OWNER TO MAINTAIN ON THEIR LOT. THE HOMEOWNERS ASSOCIATION WILL BE ALLOWED ACCESS TO THE MAINTENANCE EASEMENT FOR REPAIRS TO THE SCREENING WALL 8. A MINIMUM 8' SIDE YARD SHALL BE ON ALL LOTS, EXCEPT SIDE YARDS ADJACENT TO THE STREETS SHALL HAVE A MINIMUM SIDE YARD OF 20' FEET. 9. FRONT YARD SETBACKS SHALL VARY FROM 25' TO 40'. 10. THIS PROPERTY SHALL BE DEVELOPED IN ACCORDANCE WITH THE SF -12 DISTRICT REGULATIONS, EXCEPT AS HEREIN REVISED. 11. NO FENCE SHALL BE PERMITTED TO BE BUILT EAST OF THE SAINTARY SEWER MANHOLES ON LOT 22. 12. SIDEYARD FENCES FOR LOTS 4, 6, 26, AND 27 SHALL BE LIMITED TO DECORATIVE METAL. Floodplain Development Permit Application bio. ------------------ has been filed with the City of Coppell Floodplain Administrator on --------------- - ------- 2007 - - ------ - ----- - - - ------- --- ------ Floodplain Administrator,_____-.,,,,,..,.,..,____,...__-_- 2007." The developer, builder, seller, or agent shall Inform In writing, each prospective buyer of subdivision lots or property located within special flood hazard areas of this site that such property is in an identified flood hazard area and that all development must conform to the provisions of the City of Coppell Floodplain Management Ordinance. The written notice shall be filed for record in the county Deed of Records and a copy of the notice must accompany the application for development permit. OWNERS CERTIFICATE and DEDICATION STATE OF TEXAS COUNTY OF DALLAS WHEREAS, MIRA MAR IDEV. CORP. is the owner of a tract of land situated in the Edward A. Crow Survey, Abstract No. 301 and the J.W. Anderson Survey, Abstract No. 18, in the City of Coppell, Dallas County, Texas and being more particularly described as follows: BEING 18.506 acres of land located in the EDWARD A. CROW SURVEY, ABSTRACT 301, and the J.W. ANDERSON SURVEY, ABSTRACT 18, Coppell, Dallas County, Texas and being all of a tract of land conveyed to Mira Mar Day. Corp., by deed recorded in Document Number 2M600465947 at Deed Records of Dallas County, Texas, said 18.506 acres of land being more particularly described by metes and bounds as follows: BEGINNING at a 112 inch Iron rod at the Southeast corner of said Alexander Tract, being located by deed In the South boundary line of said EDWARD A. CROW SURVEY, and said Point of Nninning being located at the intersection of the existing West right-of-way line of Denton Tap Road (a 100 foot wide public right-of-vmy at this point) with the existing North right-of-way line of Bethel Road (a 50 foot wide public right-cf-way) and being the beginning of a non -tangent curve to the left having a radius of 1145.92 feet and chord bearing North 89 degrees 37 minutes 16 seconds West and chord length of 36.65 feet; THENCE along said curve a distance of 36.85 feet to a point in the said North right-of-way line and the South boundary line of said Alexander Tract; THENCE along the said North right-of-way line of Bethel Road and the South boundary fine of said 18.506 acre tract, the following: South 89 degrees 27 minutes 28 seconds West - 420.29 feet; South 89 degrees 29 minutes 11 seconds West - 525.41 feet to an iron pin found; South 89 degrees 29 minutes 11 seconds West -102.91 feet to the centerline of Grapevine Creek; THENCE along the said centerline of Grapevine Creek as follows; North 30 degrees 52 minutes 12 seconds West - 228,62 feet to a point; North 48 degrees 20 minutes 52 seconds West - 126.81 feet to a point; North 16 degrees 19 minutes 59 seconds West - 71.49 feet to a point; North 01 degree 41 minutes 54 seconds East - 67.92 feet to point, North 36 degrees 06 minutes 13 seconds East - 73.44 feet to a point; North 61 degrees 22 minutes 34 seconds East - 175.66 feet to a point:, South 80 degrees 48 minutes 27 seconds East - 54.39 feet to a point; North 74 degrees 07 minutes 14 seconds East - 46.28 feet to a point; North 62 degrees 48 minutes 34 seconds East - 94.52 feet to a point; North 47 degrees 02 minutes 02 seconds East - 78.65 feet to a point; North 77 degrees 49 minutes 11 seconds East -139.29 feet to a point: North 59 degrees 20 minutes 53 seconds East - 166.60 feet to a point; North 87 degrees 03 minutes 53 seconds East -192.64 feet to a point: South 69 degrees 25 minutes 09 seconds East - 134.66 feet to a point; South 36 degrees 16 minutes 21 seconds East - 93.56 feet to a point; South 30 degrees 49 minutes 30 seconds East - 75.85 feet to a point; South 49 degrees 27 minutes 47 seconds East - 201.20 feet to the West right-of-way line of Denton Tap Road (a 120 foot wide rig ht -of -way at this pol nt); THENCE along the West right-of-way line of said Denton Top Road as follows: South 00 degrees 39 minutes 30 seconds East - 217.01 feet along a line 60 foot West of and parallel to the centerline of said Denton Tap Road, to a point; South 06 degrees 22 minutes 08 seconds East - 100.50 feet to a point. said point being 50.00 feet from the centerline of said Denton Tap Road: South 00 degrees 38 minutes 02 seconds East - 108.14 foot along a line 50 foot West of and parallel to the contarlino of said Denton Tap Road to a point; South 00 degrees 31 minutes 52 seconds East - 4319 feet along a line 50 feet West of and parallel to the centerline of said Denton Tap Road, to the POINT of BEGINNING, oontaining 18.506 acres or 806,128 square feet of land. OMM- *:Pp NOW THEREroRE, KNOW ALL MEN BY THESE PRESENT: THAT, MIRA MAR DEV. CORP., does hereby adopt this plot designating the hereinabove described property as Alexander Court, an addition to the City of Coppell, Texas and does hereby dedicate to the public use forever, the streets, alleys and easements shown hereon. The easements shown hereon are hereby reserved for the purpose as indicated, Lots I X and 29X, Block A are hereby dedicated to the Homeowners Association for maintenance purposes. No buildings, fences, trees, shrubs or other improvements or growths shall be constructed or placed upon, over or across the "Utility Easements" as shown. Said "Utility Easements" being hereby reserved for the mutual use and a=cmmodation of all public utilities desiring to use or using same. All and any p6blic utility shall have the right to remove and keep removed all or parts of any buildings, fences, trees, shrubs or other improvements or growths which may in any way endanger or interfere with the construction, maintenance or efficiency of its respective system on the uUtility Easements" and all public utilities shall at all times have the full right of ingress and egress to or from and upon the said "Utility Easements" for the purpose of constructing, reconstructing, inspecting, patrolling, maintaining and adding to or removing from all or parts of its respective system without the necessity at any time of procuring the permission of anyone. Witness my hand at Coppell, Texas this the day of I A.D., 2007. MIRA MAR DEV. CORP, John Hawkins, President STATE OF TEXAS COUNTY OF DALLAS Before me, the undersigned, a Notary Public in and for the said County and State, on this day personally appeared known to me to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that he executed the same for the purpose and consideration therein expressed, Given under my hand and seal of office, this the day of , A.D., 2007. NOTE: TANGENT TABLE No. Bearing Dist, T-1 S 89'20'30 W 10.23' T-2 S 03*07'29" E 9.03, T-3 S 03'07'29" W 20.97' T-4 S 44'26'21" W 37,66' T-5 S 00'34'51" E 3.00, T-6 S 00°35'01" E 3.00, T-7 N 00*35'12" W 3.00' T-8 S 05*02'57" E 3.00' T-9 N 02*10'47" W 3.00' T-10 N 00*30'49" W 3.00, T-11 N 00*30'42" W 3.00, T-12 N 00*30'42" W 3.00, T-13 S 00'3049" E 3.00' T-14 N 00*30'49" W 3.00' T-15 N 00'30'49" W 7.00' T-16 N 44°26'21" E 35.28' T-17 S 00*31'52" E 43.19' T-18 N 00'24'28" W 24.91' Floodplain Development Permit Application bio. ------------------ has been filed with the City of Coppell Floodplain Administrator on --------------- - ------- 2007 - - ------ - ----- - - - ------- --- ------ Floodplain Administrator,_____-.,,,,,..,.,..,____,...__-_- 2007." The developer, builder, seller, or agent shall Inform In writing, each prospective buyer of subdivision lots or property located within special flood hazard areas of this site that such property is in an identified flood hazard area and that all development must conform to the provisions of the City of Coppell Floodplain Management Ordinance. The written notice shall be filed for record in the county Deed of Records and a copy of the notice must accompany the application for development permit. OWNERS CERTIFICATE and DEDICATION STATE OF TEXAS COUNTY OF DALLAS WHEREAS, MIRA MAR IDEV. CORP. is the owner of a tract of land situated in the Edward A. Crow Survey, Abstract No. 301 and the J.W. Anderson Survey, Abstract No. 18, in the City of Coppell, Dallas County, Texas and being more particularly described as follows: BEING 18.506 acres of land located in the EDWARD A. CROW SURVEY, ABSTRACT 301, and the J.W. ANDERSON SURVEY, ABSTRACT 18, Coppell, Dallas County, Texas and being all of a tract of land conveyed to Mira Mar Day. Corp., by deed recorded in Document Number 2M600465947 at Deed Records of Dallas County, Texas, said 18.506 acres of land being more particularly described by metes and bounds as follows: BEGINNING at a 112 inch Iron rod at the Southeast corner of said Alexander Tract, being located by deed In the South boundary line of said EDWARD A. CROW SURVEY, and said Point of Nninning being located at the intersection of the existing West right-of-way line of Denton Tap Road (a 100 foot wide public right-of-vmy at this point) with the existing North right-of-way line of Bethel Road (a 50 foot wide public right-cf-way) and being the beginning of a non -tangent curve to the left having a radius of 1145.92 feet and chord bearing North 89 degrees 37 minutes 16 seconds West and chord length of 36.65 feet; THENCE along said curve a distance of 36.85 feet to a point in the said North right-of-way line and the South boundary line of said Alexander Tract; THENCE along the said North right-of-way line of Bethel Road and the South boundary fine of said 18.506 acre tract, the following: South 89 degrees 27 minutes 28 seconds West - 420.29 feet; South 89 degrees 29 minutes 11 seconds West - 525.41 feet to an iron pin found; South 89 degrees 29 minutes 11 seconds West -102.91 feet to the centerline of Grapevine Creek; THENCE along the said centerline of Grapevine Creek as follows; North 30 degrees 52 minutes 12 seconds West - 228,62 feet to a point; North 48 degrees 20 minutes 52 seconds West - 126.81 feet to a point; North 16 degrees 19 minutes 59 seconds West - 71.49 feet to a point; North 01 degree 41 minutes 54 seconds East - 67.92 feet to point, North 36 degrees 06 minutes 13 seconds East - 73.44 feet to a point; North 61 degrees 22 minutes 34 seconds East - 175.66 feet to a point:, South 80 degrees 48 minutes 27 seconds East - 54.39 feet to a point; North 74 degrees 07 minutes 14 seconds East - 46.28 feet to a point; North 62 degrees 48 minutes 34 seconds East - 94.52 feet to a point; North 47 degrees 02 minutes 02 seconds East - 78.65 feet to a point; North 77 degrees 49 minutes 11 seconds East -139.29 feet to a point: North 59 degrees 20 minutes 53 seconds East - 166.60 feet to a point; North 87 degrees 03 minutes 53 seconds East -192.64 feet to a point: South 69 degrees 25 minutes 09 seconds East - 134.66 feet to a point; South 36 degrees 16 minutes 21 seconds East - 93.56 feet to a point; South 30 degrees 49 minutes 30 seconds East - 75.85 feet to a point; South 49 degrees 27 minutes 47 seconds East - 201.20 feet to the West right-of-way line of Denton Tap Road (a 120 foot wide rig ht -of -way at this pol nt); THENCE along the West right-of-way line of said Denton Top Road as follows: South 00 degrees 39 minutes 30 seconds East - 217.01 feet along a line 60 foot West of and parallel to the centerline of said Denton Tap Road, to a point; South 06 degrees 22 minutes 08 seconds East - 100.50 feet to a point. said point being 50.00 feet from the centerline of said Denton Tap Road: South 00 degrees 38 minutes 02 seconds East - 108.14 foot along a line 50 foot West of and parallel to the contarlino of said Denton Tap Road to a point; South 00 degrees 31 minutes 52 seconds East - 4319 feet along a line 50 feet West of and parallel to the centerline of said Denton Tap Road, to the POINT of BEGINNING, oontaining 18.506 acres or 806,128 square feet of land. OMM- *:Pp NOW THEREroRE, KNOW ALL MEN BY THESE PRESENT: THAT, MIRA MAR DEV. CORP., does hereby adopt this plot designating the hereinabove described property as Alexander Court, an addition to the City of Coppell, Texas and does hereby dedicate to the public use forever, the streets, alleys and easements shown hereon. The easements shown hereon are hereby reserved for the purpose as indicated, Lots I X and 29X, Block A are hereby dedicated to the Homeowners Association for maintenance purposes. No buildings, fences, trees, shrubs or other improvements or growths shall be constructed or placed upon, over or across the "Utility Easements" as shown. Said "Utility Easements" being hereby reserved for the mutual use and a=cmmodation of all public utilities desiring to use or using same. All and any p6blic utility shall have the right to remove and keep removed all or parts of any buildings, fences, trees, shrubs or other improvements or growths which may in any way endanger or interfere with the construction, maintenance or efficiency of its respective system on the uUtility Easements" and all public utilities shall at all times have the full right of ingress and egress to or from and upon the said "Utility Easements" for the purpose of constructing, reconstructing, inspecting, patrolling, maintaining and adding to or removing from all or parts of its respective system without the necessity at any time of procuring the permission of anyone. Witness my hand at Coppell, Texas this the day of I A.D., 2007. MIRA MAR DEV. CORP, John Hawkins, President STATE OF TEXAS COUNTY OF DALLAS Before me, the undersigned, a Notary Public in and for the said County and State, on this day personally appeared known to me to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that he executed the same for the purpose and consideration therein expressed, Given under my hand and seal of office, this the day of , A.D., 2007. NOTE: The City of Coppell will not have responsibility for maintenance of the floodwo floodplain area as shown hereon. The maintenance for these be the TOTAL AREA - 18.506 AC. areas sZ11 sole responsibility of the Individual lot owners adjacent to said areas. These areas are to remain free of improvements that may obstruct 29 LOTS - 16.058 AC. the flow of storm water andfooted from potential erosion by the owners. No fences will be allowed in A010 floodplain or any other structures (pools, decks, 1 X & 29X LOTS -- 0.268 AC. gazebos, etc.) per the City's Floodplain Ordinance. STREET R.O.W. - 2.033 AC. R.O.W. DEDICATION - 0.147 AC. Notary Public in and for the State of Texas SURVEYOR SEMPCO SURVEYING, INC. 3208 SOUTH MAIN STREET FT. WORTH, TEXAS 76110 817-926-7876 FAX: 817-926-7878 ENGINEER BENNETT ENGINEERING 203 N. JACKSON P.O. BOX 2077 Wy E, TEXAS 75098 97Y 29-3993 FAX: 972-429-3963 OWNER MIRA MAR DEV. CORP. 6003 SUNDERLAND DRIVE COLLEYVILLE, TEXAS 76034 817-996-6698 FAX: 817-329-1792 STATE OF TEXAS COUNTY OF DALLAS KNOW ALL MEN BY THESE PRESENTS: That 1, James W. Bartlett, do hereby certify that I prepared this plat from an actual and accurate survey of the land; That the comer monuments shown were properly placed under my personal supervision in accordance moth the platting rules and regulations of the City of Coppell, Texas. Diol I 10 111 WAL91 a 17-114 BEFORE ME, the undersigned, a Notary Public in and for the said County and State, on this day personally appeared James W. Bartlett, known to me to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that he executed the same for the purpose and consideration therein "pressed. Given under my hand and seal of ofte, this the day of , A.D., 2007. Notary Public in and for the State of Texas •11111111111111111 10 a ,Chairman, Planning and Zoning Commission Date City of Coppell, Texas Approved and Accepted: Mayor Date City of Coppell, Texas The undersigned, the City Secretary of the City of Coppell, Texas, hereby certifies that the foregoing final plat of the subdivision or addition to the City of Coppell was submitted to the City Council on the day of -; 2007, and the council, by formal action, then and there accepted the dedication of streets, alleys, parks, easements, public places, and water and sewer lines, as shown and set forth in and tipan said plat, and said Council further authorized the Mayor to note the acceptance thereof by signing his name as hereinabove subscribed. Witness my hand this day of . A.D., 20-0-7. City Secretary City of Coppell, Texas BLOCK A, LOTS 1 -29 EDWARD A. CROW SURVEY, ABSTRACT NO. 301 J.W. ANDERSON SURVEY, ABSTRACT NO. 18 18.506 ACRES OF LAND CITY OF COPPELL, DALLAS COUNTY, TEXAS AUGUST 07, 2007 PD -220R -SF -12 ht 2006 STORM SEWER/INLET DESIGN CHART INLET Design Storm Fr,,. (yrs.) AREA RUNOFF Q=CIA Carry - Over From Upstrm Inlet (c.f.s,) Total Gutter Flow (c.f.s.) Gutter Capacity (c.f.s.) Gutter Slope (ft./100 ft.) Crown Type Selected Inlet Lenght "Lill (feet) Type By Pass To Downstrm Inlet (c.f.s.) Inlet COPCICRY (c.f.s.) NO, LOCATION Time of Conc. (min.) Intensity I (in./hr.) Runoff Coeff. ("C") Area (Ac (c.f.s.) in Pipe (c.f.s.) 1 2 3 4 5 6 7 1 8 STANDARD 9 10 11 12 13 141 15, 16 17 E 2.1 1 A 100 15 7,80 .5 11.5 5.85 5.85 0 5.85 5.90 .006 6" Parab 10 Std. 0 7 2 B 100 15 7.80 .5 1.2 4.68 10.53 0 4.68 14.0 .042 6" Parab 10 Std. 0 5 3 C 100 15- 7.80 .5 1.3 5,071 15-60 0 5.07 14.0 .042 16" Parab 10 Std. 0 5 4 D 100 15 7.80 .5 0,3 1.17 16.77 0 1.17 5.90 .006 6" Parab 10 Std. 0 20 5 E 100 15 7.80 .5 2.1 8.19 24.96 0 6.30 5.90 .006 6" Parab 10 Std. 0 20 6 F 100 15 7.80 '-.5 0.5 1.95 26.91 0 1.95 5.90 .006 6" Parab 10 Std, 0 12 7 G 100 15 7.80 .5 1.1 4.29 [31.20 1 0 16.20 15.90,1 .006 6" Parab 10 Std. 0 121 AREA N0. AREA (Ac.) C (DEV-) 1100Q100 (IN/HR) 6" COMMENTS DEPTH OF FLOW = 6" A 1.5 0.5 7.80 _{CFS) 5.85 1-10' STANDARD INLET B 1.2 0.5 7.80 4,68 1-10' STANDARD INLET C 1.3 0.5 7.80 5.07 1-10' STANDARD INLET D 0.3 0.5 7.80 1,17 z E 2.1 0.5 7.80 18.19 1-10' STANDARD INLET F 0.5 0.5 7.80 1.95 G 1.1 0.5 7.80 14.29 1-101 STANDARD INLET TOTAL 1,8.0 1 131.2 NOTE; INTENSITY BASED UPON HYDRO 35 TIME OF CONCENTRATION = 15 min. ZONING = SF -9? STREET CAPACITY CALCULATIONS 28' B.B. PAVEMENT N = 0.0175 6" CROWN DEPTH OF FLOW = 6" AREA = 5.19 SF WP = 28.02 FT R = 0.185 FT n I 'Z"7 nn I .."Ll IT OF 100 YEAR FLOOD PLAN BASED ON FLOOD STUDY BY z 100e, NATHAN MAIER ENGINEERS 10 1000 u. 489.00 to \x", 490.00 I/ wr 40 491.00 CG 1A *40 . ............. GRAPEVINE CREEK oe0000�l . t' z LIMIT OF 100 YEAR BASE FLOOD ELEVATION BASED ON FLOOD STUDY BY NATHAN MAIER ENGINEERS ........... PROPOSED 36" RCP < Original Scale : 1 50 9 , 25 5,0 lio Graphic Scale in Feet 488- 14 4 0 BENCHMARK A BOX CUT IN TOP OF CENTER OF INLET ELEVATION=492.90 DRA-TNAGE AREA MAP ALEXANDER COURT 18.506 ACRES OF COPPELL, DALLAS COUNTY, TIM BENNETT ENGINEERING timbennell J 203 JACKSOR STREET WY11E, TEXAS (9 Date: ISeale: 1Desijzn:1Drawn: lProiect VINCINITY MAP PLANT PION VAN SPANIS MOSS e �' 8 _KAYE COOPERAK z COZBY HO K 0 2 BROOKS W z MI z DILLARD BETHEL T 14 4 0 BENCHMARK A BOX CUT IN TOP OF CENTER OF INLET ELEVATION=492.90 DRA-TNAGE AREA MAP ALEXANDER COURT 18.506 ACRES OF COPPELL, DALLAS COUNTY, TIM BENNETT ENGINEERING timbennell J 203 JACKSOR STREET WY11E, TEXAS (9 Date: ISeale: 1Desijzn:1Drawn: lProiect (FILL SECTIONS ONLY. ALTERNATE 50' R. 0. REVERSE SLOPE ACCEPTABLE, NOT TO EXCEED 4:1) 28' B-8 y 1 '---�. 0000 " TYP1kZ)ILII �~4' 488.00 A.1 OPS. 1.50 11:50 #kAN��- A 101\ PAVING THICKNESS EQUALS 6" SUBGRADE b NO. 3 BARS ON 18" SEE NOTE 3 CENTERS BOTH WAYS. CL TYPICAL PAVEMENT CROSS-SECTION COPPELL STANDARD SHEET NO. 2035 N.T.S. SAWED LONGITUDINAL CONTRACTION JOINT 4000, ON PAVEMENT LESS THAN 8'" THICK. 489.00 KEY WAY CONSTRUCTION JOINT ON PAVEMENT CURVE DATA WITH THICKNESS OF 8" OR GREATER. SEE STANDARD CONSTRUCTION DETAIL 2050. A =41 °46'50" ADDITIONAL PAVING NOTES ARE SHOWN ON R=275.00' THE LOWER RiGHT SiDE OF SHEET. 00' L=200.47' ate' 40014 0001* 1 ltttc I 1� 0000, 0010 STA 0+85.00 = 400* 4+44.03 - BOC STA 4+00.14 - BOC STA CURVE DATA A=15°12'41>, R=175.00' L=46.46' 0+00.00- PI h 0+0011 \ /^ 2+79.70 - BOC STA <v 491.00 2+29.07 - BOC STA10 F cl 2+0 ::.•D • BY AN •D • •PRODUCT I ( 44%, --._, ENERAL NOTES: 1. All Material and workmanship shall conform to current N.C.T.C.O.G. Standard Specification for Public Works Construction, The city of Coppeli Standard Construction Details and Specifications. IA%N 2. It will be the responsibility of the contractor to protect all public utilities in the construction of this project. All manholes, cteanouts, NOTE: NO FILL SHALL BE PLACED ON THE NORTH SIDE valve boxes, fire hydrants, sct., must be adjusted to proper line and � CURVE DATA .� �'"' OF OLYMPIA LANE, PRIOR TO THE ISSUANCE BY FEMA grade by the contractor prior to and after the placing of excavation A =09'1 2 45 y A N 3. The contractor is responsible to preserve the final alignment and grade R=775.00' w 1 �► 0 F THE LETTER 0 F MAP REVISION I S I 0 N { LO M R } stakes as set by the Engineer until the completed excavation is verified. m J in the event stakes are lost the Enalneer acceots no resDonsibility for L=124.61' CURVE DATA 4+25.94 Q PAV STA= f a j A -36° 15'56" ACCESSIBLE RAMPS TO INSTALL: ! R=200,00 CONFORM WITH CITY OF COPPELL 1- 10' STD INLET �� ( L=126.59' STANDARDS SHEET NO. 2185-5 TC = 490.17 i FL = 485.67 ` k.. 5+14.63 OLYMP A LANE= 4+29.18 KNIG S WAY ' STA PC 0+43.20 = 0+00.00 - BOC STA 0+56.91 - BOC ST/ 6 N I I CURVE DATA 4+00 A =09° 18' 15" R=725.00' L&NEi L=119.60' v„ \ 5+0 hX 4+25.94 � PAV STA= INSTALL: 30' 1- 10' STD INLET k d B.L. .x? JC_;=_94.17L = 486.17 °- _a i rr) + N 4 I N r • NW, W IN 36, i o i od 11 0 X � � i V`Z_ alignment or grade 4. The contractor shall provide construction signage and barricading according to TxDOT M.U.T.C.D. 5. Contact the Engineer 48 hours (two working days) prior to beginning excavation. 6. All fill shall be compacted to 95% Standard Proctor Density in a maximum of 8" (eight) inch lifts, or recommended by the geotechnicol laboratory. 486 00 7. Paving contractor shall be responsible for oil A.D.A. curbing regulations at '01, ail street intersections. Barrier free ramps shall be constructed according to the Texas Accessibility Standards Section - 7.7 Curb Romps. To be constructed at the time the streets are constructed. 00p10 0000 ` 8. Proposed elevation shown In streets are proposed top of curb elevations. 9. Developer responsible for all sidewalks shown as shaded. Individual builders CL CURVE DATA responsible for sidewalks adjacent to each tot. Locate 4' concrete walk 1' off property line unless marked otherwise A =19° 20' 44" R=325.00' 21 109.73' 7+00 4//Z 5+9 .00 � PAV STA= INIST LL: 1- 1 STD INLET TC = 491.14 FL = 487.14 0 �� 27q CURVE DATA r A=15'29'24„ R=145.00' L=39.20' a>4 --- a ^^+' _ `V m I28 8+64.54 - Q Pi 8+00 x, �� a� • r:CID LIMIT OF 100 YEAR BASE FLOOD ELEVATION MAP BASED ON FLOOD STUDY BY �. NATHAN MAIER ENGINEERS Q C/) NOTE: 00 C-) The City of Cap ell will not have responsibility for maintenance of the floodwoy/fioodptoln area as shown hereon. The maintenance for these D cry � 3Q, B,� areas shalt be the sole responsibility of the Individual lot owners adjacent to areas. These areas are to remain free of improvements that may obstruct Risaid the flow of storm water and protected from potential erosion by the owners. No fences be in the floodplain (pools, decks, will allowed or any other structures n 0+37.23 -BOC STA gazebos, etc.) per the City's Floodplain Ordinance. Ci 4)4 7+00 4//Z 5+9 .00 � PAV STA= INIST LL: 1- 1 STD INLET TC = 491.14 FL = 487.14 0 �� 27q CURVE DATA r A=15'29'24„ R=145.00' L=39.20' a>4 --- a ^^+' _ `V m I28 8+64.54 - Q Pi 8+00 x, 3p.. m• ro 1 +41.79 - BOC STA \1+72.81 - BOC STA v N � � -N- SCALE: 1 " = 40' 0 20 40 PAVING NOTES: 1. Min, pavement strength shall be class "C", or as specified by City. 2. Curb height and width shall be 6", or as specified by city. "See standard construction detail 2120. ti \ \ 3. Subgrade (Min. requirements- unless otherwise approved by 40 City Engineer). Subgrade under all pavement shall be initially mixed 8" thick and re -mixed 6" thick and shall be stabilized with 6% min. by weight of hydrated time (generally t 40 4 ibs.fs.y.) and compacted to a density not less than 95% standard proctor density. Alternative subgrades, supported by laboratory tests, may be submitted to the city engineer for approval. �4. Pavement surface finish shall be transverse to traffic lanes and shall be baker broom finish unless otherwise specified by City. 5. All dimensions to back of curb and in feet unless otherwise specified by city. 6. Channelizing buttons, if specified, shall be installed off pavement joint. 7.Residentiai streets greater than 28' B -B shall be constructed in accordance with standard construction detail 2030. 8.Any other residential street sections less than 28' B -B will be considered on a case-by-case basis and will require City Engineer and Fire Marshal approval. 9. Concrete street section shall be formed by a self-propelled slip form paving machine. tku,ir aJC:cu f .�fao ..foo 4f00 5f00 6f00 7f00 8f00 9*00 x:l = i e%nnnu-i 'it/Alni i wnnnm vemnn i nW Alt! tai nmeinnrlmA F YY'C f�B A,✓'b kty ................ TIM BENNET k a 9,8242 500 pp ( A 495 f -/f- -/f- ? BENCHMARK: A BOX CUT IN TOP OF CENTER OF INLET ELEVATION=492.90 srt �� a� • r:CID M� 3p.. m• ro 1 +41.79 - BOC STA \1+72.81 - BOC STA v N � � -N- SCALE: 1 " = 40' 0 20 40 PAVING NOTES: 1. Min, pavement strength shall be class "C", or as specified by City. 2. Curb height and width shall be 6", or as specified by city. "See standard construction detail 2120. ti \ \ 3. Subgrade (Min. requirements- unless otherwise approved by 40 City Engineer). Subgrade under all pavement shall be initially mixed 8" thick and re -mixed 6" thick and shall be stabilized with 6% min. by weight of hydrated time (generally t 40 4 ibs.fs.y.) and compacted to a density not less than 95% standard proctor density. Alternative subgrades, supported by laboratory tests, may be submitted to the city engineer for approval. �4. Pavement surface finish shall be transverse to traffic lanes and shall be baker broom finish unless otherwise specified by City. 5. All dimensions to back of curb and in feet unless otherwise specified by city. 6. Channelizing buttons, if specified, shall be installed off pavement joint. 7.Residentiai streets greater than 28' B -B shall be constructed in accordance with standard construction detail 2030. 8.Any other residential street sections less than 28' B -B will be considered on a case-by-case basis and will require City Engineer and Fire Marshal approval. 9. Concrete street section shall be formed by a self-propelled slip form paving machine. tku,ir aJC:cu f .�fao ..foo 4f00 5f00 6f00 7f00 8f00 9*00 x:l = i e%nnnu-i 'it/Alni i wnnnm vemnn i nW Alt! tai nmeinnrlmA F YY'C f�B A,✓'b kty ................ TIM BENNET k a 9,8242 500 pp ( A 495 f -/f- -/f- ? BENCHMARK: A BOX CUT IN TOP OF CENTER OF INLET ELEVATION=492.90 srt (FILL SECTIONS ONLY. ALTERNATE REVERSE SLOPE ACCEPTABLE. NOT TO EXCEED 4.1 -50' R. 0. -28 8-W 1.0 1 110$ TY4 4' 150 -A- 7777�a.. PAVING THICKNESS L SUBORADE EQUALS 6" SEE NOTE 3 GL NO, 3 BARS ON 1 CENTERS BOTH WAYS. TYPICAL PAVEMENT GROSS -SECTION COPPELL STANDARD SHEET NO. 2035 SAWED LONGITUDINAL CONTRACTION JOINT ON PAVEMENT LESS THAN 8" THICK. KEY WAY CONSTRUCTION JOINT ON PAVEMENT WITH THICKNESS OF 8" OR GREATER, SEE STANDARD CONSTRUCTION DETAIL 2050. OR AS SPECIFIED BY CITY. ARMSTRONG BOULEVARD CONCRETE TELEPHONE VAULT INSTALL 91 LF STREET HEADER FOR FUTURE PAVEMENT AS PER CITY OF COPPELL STANDARD DETAIL SHEET 2070 NOTES: 1. Min. pavement strength shall be class "C", or as specified by City. 2. Curb height and width shall be 6", or as specified by city. See standard construction detail 2120. 3. Subgrode (Min. requirements- unless otherwise approved by City Engineer). Subgrade under all pavement shall be initially mixed 8" thick and re -mixed 6" thick and shall be stabilized with 6% min. by weight of hydrated lime (generally + 40 lbs./s.y.) and compacted to a density not less than 95% standard proctor density. Alternative subgrodes, supported by laboratory tests, may be submitted to the city engineer for approvot. 4. Pavement surface finish sh4li be transverse to traffic lanes and shall be baker broom finish unless otherwise specified by City. 5. All dimensions to back of curb and in feet unless otherwise specified by city. 6. Chonnelizing buttons, If specified, shall be Installed off pavement joint. 7.Residential streets greater than 28' B -B shall be constructed In accordance with standard construction detail 2030. 8.Any other residential street sections less than 28' B -B will be considered on a case-by-case basis and will require City Engineer and Fire Marshal approval. S. Concrete street section shall be formed by a self-propelled slip form paving machine. - ENHANCED PAVEMENT STAMPED CONCRETE PER ENGINEERING DETAILS AS SHOWN ON COPPELL STD DETAIL SHEET NO. 2185-1 ACCESSIBLE RAMPS TO CONFORM WITH CITY OF COPPELL STANDARDS SHEET NO. 2185-5 INSTALL 97 SQ YARDS 4" HOT MIX ASPHALT PAVING TRANSITION. FIRST BAPTIST CHURCH OF COPPELL VOL. 95167, PG. 5885 D.R.D.Co.T, N � CURVE DATA A=19°30 03' R=175.00' L=59.56' 1 � I I SCALE; 1" = 40' 0 20 410 LEGEND I.P.F 0MMMMMMMMM0MMMMMMM ;A mmmmmmm BLOCK A M + 04; U_ 0 � q CURVE DATA CURVE DATA X LLJ M0 "I UJ mm�mmmmmmmmmmmmmm�mmm CL 0 ■MMMMMMMMMMM1 M CL � CURVE DATA A=19°30 03' R=175.00' L=59.56' 1 � I I SCALE; 1" = 40' 0 20 410 im-I'S WAY 25' B. L. M 27 JTO 8. L. A- 0 ry 18 /BLOCK A LEGEND I.P.F 0MMMMMMMMM0MMMMMMM ;A mmmmmmm BLOCK A 04; �JIM BENI E. 9 e 4�5 q CURVE DATA CURVE DATA 1MMM SEWER LINE A=07* 19'06" * 4303)54" mm�mmmmmmmmmmmmmm�mmm ■MMMMMMMMMMM1 R=325,00' 3 R=135.00' =41.51' L= 101.47' IN mom 4 IN mmmmmmmm�mmmmmmmmmm 16 MMMMM ■MMMM1111111111111111111001M�M mm�mmmmmmmm';� IN MINIMUM QS G 0 3+54.37 PAV STA MMMMM■MMMMMM CURVE DATA INSTALL: 11111110111 MMMMMMMMMMM=MMMMMMMMMmmmmmmmmmmmmmmmmmmmmmmm�mmm. Q=41°34'56" 2- 10' STD INLET 3+72.67 PT .40■MEN R=200.00' 'TC = 493.02 mommommmmmmmm�mmmmmmmmmmmmmmmmmmmmm, L= 145.15' FL = 489.02 go MEN MMMMMMMMI MIN 111111 MMMMMMM1MMMMMMMMMMM1MMMMMMMMMM IN IN IN MMMMMM■Mom MMEMMMMMMMMMMEMMMMMMMmmmmmmmmmmmmmmmmmmmmm ■IN 3+00 IN MIN MMMEM 17 mmmmmmmm MMM mmmmmmmmmmmmmmm mm MEN 11110111 2+00 4,c0 pd MMMM MMMMMMMMMMMMMM IN 5+14.63 OLYMPIA LANE= 11111111MMIN IN 4+29.24 KNIGHTS WAY im-I'S WAY 25' B. L. M 27 JTO 8. L. A- 0 ry 18 /BLOCK A 515 510 505 W11067 Em LEGEND I.P.F 0MMMMMMMMM0MMMMMMM M mmmmmmm M mmmmmm�MMMMMMMMMMMMMMMM'MMMMMMMMMMMMMMMI 04; �JIM BENI E. 9 e 4�5 I■■.0■.I■...■mmmmmmmmmmmmmmmmmmmmmMMMMMMMMMMMMMMMMMMMMENimmmmmmmmmmmI 1MMM SEWER LINE mm�mmmmmmmmmmmmmm�mmm ■MMMMMMMMMMM1 IN mom IN mmmmmmmm�mmmmmmmmmm MMMMM ■MMMM1111111111111111111001M�M mm�mmmmmmmm';� IN MINIMUM ■mmmmmmmmmmmmmmmmmmmmmmmmmmommmmmmmmmmmmmm MMMMM■MMMMMM IN 0 MEN 11111110111 MMMMMMMMMMM=MMMMMMMMMmmmmmmmmmmmmmmmmmmmmmmm�mmm. .40■MEN 11111111111111111111IMMMEMMMINIMMMM mommommmmmmmm�mmmmmmmmmmmmmmmmmmmmm, ■ go MEN MMMMMMMMI MIN 111111 MMMMMMM1MMMMMMMMMMM1MMMMMMMMMM IN IN IN MMMMMM■Mom MMEMMMMMMMMMMEMMMMMMMmmmmmmmmmmmmmmmmmmmmm ■IN IN MIN MMMEM 111111111MMMMMMMM mmmmmmmm MMM mmmmmmmmmmmmmmm mm MEN 11110111 IN IN MMMMMMMMMMMMMMMM MMMM MMMMMMMMMMMMMM IN M 11111111MMIN IN mmmmmmmmmmmmmmmm SOMEONE MMMMMMMMMMMMMM I M 111011 MEN MEN IN M■ MEN MMMMMMMMMM■MEN ON MIN mmmmmmmmmmmmmm �_■■.�■■IN M MM MM M MEN MMMMMM M MEN IN MMMMMMMMMMMMMMMM10 MMM MM IN M mmmmmmmm. m M■Mom MMMMMMMMMM. MMMMM 011 MONSOON IN MMMM MMMM MEMO mmmmmmmm MMMMM1 = IN mmmmmmmmmmm ■ a MIN IN MMMM = MMMmMMMMMMM MM■M111 IN IN IN MMMMMMMMMM MEN■IN IN MM IN MMMMMMMMMM MMMMM11111111110111 111111110111 1111110111 IN MM MIN MM IN ON 1111111111101111 M MMM ■110111111111110111 MMMMMMMMIMM MMMMMM1MMMMMMMMMM MIN MIN W 11011111111110111 M 11011101111■MMMMM mmmmmmmmmm MMMMMMMMMMMMMMMMM IN ■ MEN =1111111110101111 M SOMEONE mmmmmmmmmmmmmmmmmm IN 1 ===MMM I=== 11111110111111111 mmmmmmmom mmm I■MMM MMMMMMMMMMMMM' IN IN Mom111001111101110111111 MMM MMIN■MEN■MMMMMMMMM I■MMM■mmmmmmmmmmmmm M IN ■ Mom MMMMMMIMM ME IN MEN MMMMMMMMMI MEN MMMMMMM MMM M IN Mll ■�m ommmmmmm 111111111 MMMM MEN MMMMMMMMM IN 1 110111 1111110111111111011110011111 MMMMM Mom "1 10011111111001011111 1111111111011111111 MIN M MM111111MMMMMMMM MIN 0 M 5.9 M MMMMM IN EMMMMEMMMMMMM MMM MMMMMMI1. I IN IN11101111111110101011101011111111111000 ■IN MEN IN M IN MEN MM IN ON MMM12W0MMMMMMMft IN■MM MMMMMMMMMM' 11110111 IN MEN MMMM IN IN M M MEN MMMMMMeamMMMMM MMM WOMEN mmma MEN=l=MMW0M'MW on NMMMM■MMMMMMMMMMMMM :C:::::: ■:■:■■:■::5 M■■::M::::0::■:0111110 MM1M1MMMMMMM■:■::::■:::: mmMISM M MI MMMM M MMU -MMM 10111011 Mwe 1■::�11111111011010111111111 IN IN ■MMMMM■IN M 1111111 IN MIN UWE IN ■MEN MMM MMMM 10111 M WE MIN MMM M Mom 1111111111011111111 10111011 -MMMM■ ME 111111011111011110011111111 111011111 IN 1111111110111111111 M MMMMM■M M MM 1111111 IN IMM M MMMMMM 0111101111101011111111111100111 111111111■IN M MEMO M MIN 11110 0 M IN MMMMMM MMMMMIMM NIMMM M MMM MEN■MMM 111011 1 N MEN IS IN MMMMM ■ MM on = ON MEN MM SOME 1111111 MEN ■ moom mism M 111111111110111 E..■..i�<ilxm*:�Al NOW MUG""' ! Nw HE =0 M MMMMMM 11010IN111 MMMM OEM nommon 011111111111 11100111101010111111111111 101111011=110101101111111 MMMMMMM 11111001 ME 0 MEN lmmmmmm MEN M 111011 IN 1111001011111 MMMMMMMM1MMMM IN M I== MW M NiQ1.1n" M 11101111111111110 MMM I MEN MMMMM IN■I M mom a MEN IN■111111111MMICN=TMIN MMM IN■11 MEN IN IN • MMM1 MIN■IN OEM M IN■1111110010111111111101101mi "14111101111 01111111111 MEN■IN MMMMM■mmmmm NEWNESS MIN MMMM MMM MW 1110111M NEW MMMMMM M IN �: IN MIMI! 1111A M IN 1110111110111111101 MEN IN Mail MIN M MEN IN IN MIN ON 11110111 MEMO IN M mom -a MEN MEN mimmm 1114 M M 11 MMMMM lion M MMMMMMMMMM IN M HE■MIN MIN MIN■MM ON IN MMMMMM MMM MMM MM ON M -am 1111MM■IN■mmmmmmmm. M MIN 1111110111 IN Me M IN 1111111 mmm� MMMMMM 11111111010111111110111111100 Mill IN MMMMM 11111011111 M 1111111 IN IN IN IN MIN NE MIN 111ra'"MAXIUs&%M 75-1 M rwym -0-T, MMMM =11101111 111110110MMOMMIN mom Mill wil MMMMMMMII1MMWM mmmmm�mmm �■1■■I.i■■1■M■`�9k-�IN■MMMM MMMMM MMM IN 1110111111111111 Nomm 1111111 MMM Mimi m■ MMMMMME MEN MEN Mom MMMMM 101111110 IN 00111011100111 MMMM EMISSION MIMI MMMMMMMMMMM M IN MIN MMMM MM IN IN M. 1111110111 MEMO MMM1 ■ M MMMM MIN MM Mm MMMM MMM OMM MMM MMMM M ■.■®M IN IN 1101 EMISSION IN M IN IN■M MIN MMMMM M Mim MMM M MMM MMMM MMMEM■M 1MMM■MMMM1 NINE IN 515 510 505 W11067 Em GENERAL NOTES: 1. All Material and workmanship shall conform to current N.C.T.C.O.G. Standard Specification for Public Works Construction, The city of Coppell Standard Construction Details and Specifications. 2. It will be the responsibility of the contractor to protect all public utilities in the construction of this project. All manholes, cleanouts, valve boxes, fire hydrants, sot., must be adjusted to proper line and grade by the contractor prior to and after the placing of excavation 3. The contractor Is responsible to preserve the final alignment and grade stakes as set by the Engineer until the completed excavation Is verified. In the event stakes are lost the Engineer accepts no responsibility for alignment or grade 4. The contractor shall provide construction signage and barricading according to TxDOT M.U.T.C.D. 5. Contact the Engineer 48 hours (two working days) prior to beginning excavation. 6. All fill shall be compacted to 95% Standard Proctor Density in a maximum of 8" (eight) inch lifts, or recommended by the geotechnical laboratory. 7. Paving contractor shall be responsible for all A.D.A. curbing regulations of all street intersections. Barrier free romps shall be constructed according to the Texas Accessibility Standards Section - 7.7 Curb Romps. To be constructed at the time the streets are constructed. 8. Proposed elevation shown In streets are proposed top of curb elevations. 9. Developer responsible for all sidewalks shown as shaded. Individual builders responsible for sidewalks adjacent to each lot. Locate 4' concrete walk 1, off property line unless marked otherwise. BENCHMARK A BOX CUT IN TOP OF CENTER OF INLET ELEVATION=492.90 NOTE: The City of Coppell will not have res onsibility for maintenance of the floodw"y floodplain area as shown hereon. The maintenance for these areas shall be the sole responsibility of the individual lot owners adjacent to said areas. These areas are to remain free of improvements that may obstruct the flow of storm water and protected from potential erosion by the owners. No fences will be allowed in the floodplain or any other structures (pools, decks, gazebos, etc.) per the City's Floodplain Ordinance. LEGEND I.P.F IRON PIN FOUND 49,O OF WATER VALVE 04; �JIM BENI E. 9 e 4�5 a�* ...... �8242 EXIS77NG SANITARY SEWER LINE GENERAL NOTES: 1. All Material and workmanship shall conform to current N.C.T.C.O.G. Standard Specification for Public Works Construction, The city of Coppell Standard Construction Details and Specifications. 2. It will be the responsibility of the contractor to protect all public utilities in the construction of this project. All manholes, cleanouts, valve boxes, fire hydrants, sot., must be adjusted to proper line and grade by the contractor prior to and after the placing of excavation 3. The contractor Is responsible to preserve the final alignment and grade stakes as set by the Engineer until the completed excavation Is verified. In the event stakes are lost the Engineer accepts no responsibility for alignment or grade 4. The contractor shall provide construction signage and barricading according to TxDOT M.U.T.C.D. 5. Contact the Engineer 48 hours (two working days) prior to beginning excavation. 6. All fill shall be compacted to 95% Standard Proctor Density in a maximum of 8" (eight) inch lifts, or recommended by the geotechnical laboratory. 7. Paving contractor shall be responsible for all A.D.A. curbing regulations of all street intersections. Barrier free romps shall be constructed according to the Texas Accessibility Standards Section - 7.7 Curb Romps. To be constructed at the time the streets are constructed. 8. Proposed elevation shown In streets are proposed top of curb elevations. 9. Developer responsible for all sidewalks shown as shaded. Individual builders responsible for sidewalks adjacent to each lot. Locate 4' concrete walk 1, off property line unless marked otherwise. BENCHMARK A BOX CUT IN TOP OF CENTER OF INLET ELEVATION=492.90 NOTE: The City of Coppell will not have res onsibility for maintenance of the floodw"y floodplain area as shown hereon. The maintenance for these areas shall be the sole responsibility of the individual lot owners adjacent to said areas. These areas are to remain free of improvements that may obstruct the flow of storm water and protected from potential erosion by the owners. No fences will be allowed in the floodplain or any other structures (pools, decks, gazebos, etc.) per the City's Floodplain Ordinance. LEGEND I.P.F IRON PIN FOUND SANITARY SEINER hf.H. WATER VALVE FIRE HYDRANT POWER POLE -E-E- OVERHEAD ELECTRIC EXIS77NG SANITARY SEWER LINE GENERAL NOTES: 1. All Material and workmanship shall conform to current N.C.T.C.O.G. Standard Specification for Public Works Construction, The city of Coppell Standard Construction Details and Specifications. 2. It will be the responsibility of the contractor to protect all public utilities in the construction of this project. All manholes, cleanouts, valve boxes, fire hydrants, sot., must be adjusted to proper line and grade by the contractor prior to and after the placing of excavation 3. The contractor Is responsible to preserve the final alignment and grade stakes as set by the Engineer until the completed excavation Is verified. In the event stakes are lost the Engineer accepts no responsibility for alignment or grade 4. The contractor shall provide construction signage and barricading according to TxDOT M.U.T.C.D. 5. Contact the Engineer 48 hours (two working days) prior to beginning excavation. 6. All fill shall be compacted to 95% Standard Proctor Density in a maximum of 8" (eight) inch lifts, or recommended by the geotechnical laboratory. 7. Paving contractor shall be responsible for all A.D.A. curbing regulations of all street intersections. Barrier free romps shall be constructed according to the Texas Accessibility Standards Section - 7.7 Curb Romps. To be constructed at the time the streets are constructed. 8. Proposed elevation shown In streets are proposed top of curb elevations. 9. Developer responsible for all sidewalks shown as shaded. Individual builders responsible for sidewalks adjacent to each lot. Locate 4' concrete walk 1, off property line unless marked otherwise. BENCHMARK A BOX CUT IN TOP OF CENTER OF INLET ELEVATION=492.90 NOTE: The City of Coppell will not have res onsibility for maintenance of the floodw"y floodplain area as shown hereon. The maintenance for these areas shall be the sole responsibility of the individual lot owners adjacent to said areas. These areas are to remain free of improvements that may obstruct the flow of storm water and protected from potential erosion by the owners. No fences will be allowed in the floodplain or any other structures (pools, decks, gazebos, etc.) per the City's Floodplain Ordinance. 1 t BLOC I i 3 2 is I PROPOSED 8" SEWER J1 PROPOSE) 8" WA/TtR 25, 0+7 .67 ry CONNIE& LIN "C" TO STANDARD 10 INLET i t (( 1 28 / / 27 ,i ' V, V- � V. I SCALE. 1" 40' 0 20 40 -- LEGEND — I.P.F IRON PIN FOUND SANITARY SEWER M.H. 0 WATER VALVE {6 FIRE HYDRANT n POWER POLE —E—E— OVERHEAD ELECTRIC —SS—SS— EXISTING SANITARY SEWER LINE 23 j PRO —19 P �a 4 16 PROPOSED o � 8" WATER .20 t _ 20' Draina s £srht. 2'x2' WYE INLET LIP=491.5 r I k _____.._ �� FL=488.45 �141� \ t LINE r "E" ' ll. CONSTRUCT 30 f 0 OF18" /RCP l 101 ONNECTBPROPOD 18" RCP TO 17 EXISTING 10 INL T i l f t MAINTENANCE \ ` EASEMENT I 0 00 LINE "C" 21" RCP- �� 0 87 4 LINE "B"1 24" RCP� LINE C � � `^•,cb PR*S 0+50.98 I STALL: 1--21 "/WYE W ss At BEG/ 8" RCP � 18 1 / Y I 4 19 1+00 0*00 ) BACK OF CURB' Ex grate, Tap 491.3 s ss ss -- - ss ss- `ETHEL ROA Y 4NI _s_ �/2"1 I.P.F. i Q �) 50.0' 1 & o w z kFL=487.54 EX. 10' INLET �( X 4 0 C1149# TC 25' E-4 IDERGROUND TELEPHONE MARKER IIU ® O @ 0 11 1/2" I. P. F. EX WATER 9 *00 0*00 BLOCK 18 00 1+66.634 LINE "B" INSTALL/ 60' BENDS rn 5 0+ 0 INSTALL 1—STD\36" TYPE " f wco r, ° e= 17 ,r Zrip 0+87.24 LINE "B'I! INSTALL 24"x21" WYE 0+00 LINE "B" = ^° 3+37.25 LINE „A" LINE `- -- 36" RCP I I ------- LINE A R. it 20' lbralna s ---- �'— --_ � 0 3+ 6.53 END 36" RCP sy, LIMIT OF PROPOSED 1 CIO BASE FLiJ D� 3+ 9,52 BEGIN 27" RCP P ELEVATION BASED ON FLQOD STUD 113� CO NECT TO 10' STD INLET � NATHAN MAIER ENGINEER 00 16t W a FX 0 1 r I C)00 CD } 19 W } 15 PR � POSED } ! } 8" EWER # f 1� C) O*all 1+00 2f Da {{ PROPbSEDi 8" SE WER�� 3+7.52 CON SEC7 t •� , i SCALE: 1" 40• 0 20 40 ! � r r /© 27 / 1 +79.71 — IND LIME "B" f P V STA `5+90.00 CO NECT fo 10' /STD INLET 1 / PROS 8" WATER I NIS S WAY r� 50s 8*L- ENI/ 27 RCP , 10} STD, INLET" i � } 3 } 8" WATkR } 5 PROPOSED DIAMETER LAr MLK QILLL ,L INTO APRON STEEL PIER DETAIL PLAN VIEW N.S.S. Conforms to � 2:7 slope ;5 bars V 1) PIER DETAIL 9JECTIr3N�VIEW IBJ'" ,, .-". A��1F.•v� N,XS. BENCHMARK: A BOX CUTINTOP OF CENTER OF INLET f8o ELEVATION= 492.90 NOTE: The Cityf Copppeil will not have responsibility for maintenance of the floodway/1ffood plaln area as shown hereon. The maintenance for these areas shall be the sole responsibility of the Individual Tot owners adjacent to said areas. These areas are to remain free of improvements that may obstruct %5 the flow of storm water and protected from potential erosion by the owners. No fences will be allowed In the floodplain or any other structures (pools, decks, gazebos, etc.) per the City's Fioodpiain Ordinance. m C ��L pa�aggl pqq agA�p h a c,, q,t.JpY4tlta Aa gsgq gg,aa.�i5 i90 71 BENNETi a'P d'F+l yy r ;5 bars V 1) PIER DETAIL 9JECTIr3N�VIEW IBJ'" ,, .-". A��1F.•v� N,XS. BENCHMARK: A BOX CUTINTOP OF CENTER OF INLET f8o ELEVATION= 492.90 NOTE: The Cityf Copppeil will not have responsibility for maintenance of the floodway/1ffood plaln area as shown hereon. The maintenance for these areas shall be the sole responsibility of the Individual Tot owners adjacent to said areas. These areas are to remain free of improvements that may obstruct %5 the flow of storm water and protected from potential erosion by the owners. No fences will be allowed In the floodplain or any other structures (pools, decks, gazebos, etc.) per the City's Fioodpiain Ordinance. m C MIATf7P AND QCUICD GENERAL NOTES I. All materials and construction shall conform to the City of Coppell Standards and Specifications and the Standards and Specifications for Public Works Construction by North Central Texas Council of Governments. 2. Contractor shall protect all public utilities in the construction of this project. All manholes, cleanouts, valve boxes, and fire hydrants must be adjusted to proper line and grade by the Utility Contractor after paving, and before final acceptance. 3. The location of all existing utilities indicated on the plans is taken from existing public records. The exact location and elevation of all public utilities shall be determined by the contractor. It shall be the duty of the contractor to ascertain whether any additional facilities other than those shown on the plans may be present. 4. Contractor shall provide Engineer dimensions to all services, and other information to produce "as–built' plans. 5. All water and sanitary sewer lines installed under pavement to be backfilled and compacted in 8 inch lifts to 95% standard proctor density@ :L 2 percentage points of optimum moisture. 6. Contractor shall be responsible for maintaining trench safety requirements in accordance with City Standards, Texas State Low and O.S.H.A. Standards, 7. Water mains to be AWWA Class 200, DR 14 PVC (blue in color). 8. Water services shall be located @ the centerline of each lot and shall be a minimum of 1" type K cooper. Each service shall be provided with two in–line nylon ball cutoff valves equipped with lock wings and contained inside the meter box. Residential services shall have a 5/8' diameter yoke and shall be equipped with a dual check component (as part of the yoke) and shall be of materials approved by the City (see City of Coppell Standard Construction Details). All other water services shall be equipped with a separate double check back–siphonage device in <3 separate box meeting the specifications of the City of Coppell. All topping saddles and connection nipples to water yoke shall be of bronze. Service to each lot shall have a maximum cover of 20 inches. Water service lines shall not be spliced under existing or proposed streets or paved EXISTING 12" SEWER ABANDONMENT 1. Abandoned existing 12" sewer line in–place. 2. Abandon manhole on the existing 12" sewer in accordance with City of Coppell Standard Detail sheet No. 5150, 10 . ........... CL GRAPEVINE CREEK Ile PROPO 20' DRAINAGESED EASEMENT. areas. 9. All water mains shall have a minimum cover of 42 inches below finish grade or as required to clear other TYPICAL WATER & SEWER SERVICE utilities, Terra–Tape required one (1) foot above water main. SERVICES LAYOUT 10. When installing water mains at sanitary sewer crossings, no joint of water main shall be within (9) feet of the centerline of the sanitary sewer pipe. 11. Water mains shall be tested and disinfected in accordance with AWWA C601. 12, Contractor shall provide adequate concrete thrust block and retainer glands at all bends and all fittings and deflections greater than 10 degrees in mains and hydrant assemblies. 13, A minimum clearance of 24 inches shall be provided between water mains and storm sewer inlets. 14. PVC pipe shall have a 6' sand bedding with 6' of sand on each side and 12" of sand over top of pipe. 15. Poly–wrap (minimum 8 mil thickness) all ductile iron pipe, MJ fittings, valves, risers, topping saddles and hydrant lines. Pipe shall be doubled wrapped at all joints and bends. Extend up each service at least 6 inches. 16. Retaining glands and galvanized "all thread" rods shall be provided on all bends, valves and fittings with concrete thrust blocking and polywrop. mono= 17. Topping sleeves: Stainless steel topping sleeves for PVC piping with thrust blocking; solid sleeve compact ductile iron (If not available, cost Iron) for ductile iron pipe with thrust blocking. goals" 18, No 'compression' fittings will be allowed on copper service lines, 19. All road bores shall be made using dry bore equipment, Not wet bores will be allowed, 000 BLOCK A 20. Bacteriological tests shall be required on all new water mains prior to acceptance of the project. A minimum of one bacteriological quality test Is required for every 1000 feet of line. The results must be negative with Ole 15 no (0/100ml) coliform. 000 21, Fire hydrants to be located three (3) feet behind back of curb and centered on lot lines or at curb returns. EXISTING 12 SEWER LINE & EASEMENT Utility contractors shall place blue fire–lite reflector in centerline of street, closest to fire hydrant and out of E TIN 0 1 2 5+77.62 LINE "A"= 0+00 INI� sidewalks. Provide flat flange on in–line tee; connect with MJ x [Tox'SBE ABANDONED L 22. Fire hydrant connections to mains shall be as follows: CONSTRUCT 4' DIA MANHOLE flange resilient wedge gate valve. Provide retainer glands at all MJ connections at hydrant. 23. Fire hydrants to be pointed per City of Coppell Standards. 14 S3__SS 24. All sanitary sewer pipe shall be SDR 35 PVC ASTM D3034 (green in color). Ss 25. All sanitary sewer services shall be 4–inch (4" PVC and located at 10' downstream from the lot centerline.SS___ SS Service cleanout per Coppell Details. 010� 26, Contractor shall provide 2' x 2' x 6" thick concrete pad (3000 PSI 0 28 days) for valve stocks and sanitary 1100, SSSS sewer cleanouts falling outside of paved areas, and 2' x 2' block out provided in paved area. Manholes failing 13mss in a paved area shall have a 4' x 4' block out. 7 SS 27. Sanitary sewer shall be subjected to on air test and/or leakage test prior to acceptance. 28. Contractor will be required to provide TV inspection of all Sanitary Sewer lines prior to acceptance and submit .0000 7+ 0 film of test with 'As–built' drawings at contractors expense. 29. All 4' Sanitary Sewer services shall have a minimum of 4' (foot) except as shown on plans and maximum of 6' (feet) of cover at the property line. The 4' Sanitary Sewer wye connection for each lateral shall be 4-41, encased in concrete per City of Coppell Standard Construction Details, Utility contractor to pain on 'S" on curb (after paving) indicating all sewer services. All lateral to have cleanout at property line. 12 -C> 30. All manholes shall be equipped with a manhole rain pan and chimney seal. SS L LL: 7' TYP INSTAI –FIRE HYDRANT I - SANITARY SEWER EASEMENT PLAT. Ole .000 1-1 ASSEMBLY TO BE ABANDONED BY THIS PLAT, 10+03.06 LINE "A" CONSTRUCT 4' DIA MANHOLE INSTALL 8" WATER 4 INSTALL ( STALL: 2-8" 22%* BEND 2-81) VA 00, 5 81 i 1-8" TE -13 0 \0to 4r H 6 1 W 0 o �A 4, INSTALL: 7' TYP =4 (0 - 1–FIRE HYDRANT mASSEMBLY d < a. 1--: ffi + 0 3 r C4, QQ Nee, `� Q� \ \ ISTA 11+ 4_35EN & 0 PRC 2+33.18 CL < 0 INSTALL 8" CLEAN OUT Z N W Z 0 10 7t V3 INSTALL: 00 1-8" 450 BENDS _J T, BLOCK A Ilk - 0.725 AC,2 Z Ld (SURVEYED) \% 71 F3445—.32 LINE " B" END & + ICONSTRUCT 4DIA. MANHOLE PROPOSED 20' UTILITY EASEMEN 9 IRA MAR DEV. CORP. LL: DOC, 200600465952 D,R.D.Co.,Tx. INSTALL 8" WATER 7' TYP SANITARY SEWER C11 OL MANH LE f 51 INSTALL: 1-8" 22%' BENDS� UNDERGROUND N ef io MARKER TELEPHONE q -TELEPHONE S5d___1eX VAULT 0 Oa _J 06 __SS EXISTIN ASPHALT ys SS -,LIFT STATIO ix — h ss— ss— ss— ss— ss— ss— ss— ss—ss— Ss> --FL GS 66 69 /.1 PROPOSED BACK OF CURB s in 12 Sewer \�� ss— SS— ss---_ S�S,>-ss– ss– ss— ss � GRAND COVE ESTATES VOL. 94190, PG. 4358 D.R.D.Co,,Tx. 11 LIMIT OF 100 YEAR FLOOD PLAN BASED ON FLOOD STUDY BY NATHAN MAIER ENGINEERS—, \�Ior 0000 00000 EASEMENT VOL. 95203, PG, 2898 D.R.D.Co.j. III ss--_ ZO, Vok, 6 i�ANQAfj�:, 21 PG. �t�AAZ�E S Al 92 -"' �D, r, ss tin 12 Ss__� Qewer n do -d) 7' SS ss--_ 10LINE "Ata LUES CONSTRUCT 4' DIA MANHOLE JOSEPH C. THWEATT ESTATE DEFINED IN DEED TO J.W. THWEATT VOL. 515, PG. 76 D.R.D.Co. T. 25' SEWER SANITARY 22 - I ii E Q) 27 28 4 0/ INSTALL 8" WATER- 7' TYP lj PROPOSED 8" PVC WATER LINE INSTALL: 1–FIRE HYDRANT ASSEMBLY 29 INSTALL: 1–FIRE HYDRANT ASSEMBLY INSTALL: 1-8" 22K* BENDS 26 1/ 001 W Cr) 60.0, 1/2 I.P.F. 23 O+OO LINE V) A CONNECT W TO EXISTING 4' MANHOLE PROPOSED 20 UTILITY ESMT. ti 0 M 24 5) 1/2" I.P.F. 50.0, INSTALL: < —8" 11 W 25 INSTALL: BLOCK A 1-8" 22Y2* BENDS PROPOSED 2'x2' WYE INLET 20' SAN. SEW. ESMT. VOL. 93215, PG. 8992 D.R.D.Co.,T. nn n 60. 0' 28" W 4 CONCRETE WALL ss— SS— SS— ss— SS— ss--Km_�— ss— S$_ SS ss— ss— ss— ss— ss-_-->- ss— S5 SS S_ 3S ss— ss— SS— ss— ss�-- ss— i ss- — SS— SS - SANITARY MANHOLE ff-WER o- irk Existing 24" to ASPHALT ROAD CONCRETE BRIDGE ASPHALT ROAD A; r0idTING 24" WE `9 TASPHALT ROAD IBETHEL ROAD( Lo CONCRETE WALL EXISTING 16- CONCRETE CYLINDER WATER LINE E— E r E-- POWER POLE FIRST BAPTIST CHURCH OF COPPELL Z VOL. 95167, PG. 5885 D.R.D.Co.T. EXISTING 16 CONCRETE E-4 EXISTING 16" CONCRETE 0.147 ACRE RIGHT -OF CYLINDER WATER LINE SUMMIT AT THE SPRINGS CYLINDER WATER LINE IDEDICATION PER THISPLAT PEN CUT BETHAL ROAD BACKFILL VOL, 97023, PG. 3493 DALLAS COUNTY IN ACCORDANCE WITH CITY OF COPPELL D.R.D.Co.,Tx. STANDARD DETAIL 3070. PEN CUT BETHAL ROAD BACKFILL VOL. 91251, PG. 5059 REPAVE IN ACCORDANCE WITH CITY OF COPPELL IN ACCORDANCE WITH CITY OF COPPELL THE RESERVE D.R.D.Co.,Tx. STANDARD DETAIL 3070, STANDARD DETAIL 3070. OF rg&%� CONNECT PROPOSED 8" WATER TO EXISTING 16" REPAVE IN ACCORDANCE WITH CITY OF COPPELL 4 VOL.98249, PG, 23 Q_QN-CRETE_CYLIND-ER_WATEF,_ STANDARD DETAIL 3070, z D.R.D-Cojx. INSTALL: 1 8" VALVE CONNECT PROPOSED 81P WATER TO EXISTING 16" s gK °c9 CONCRETE CYLINDER WATER, TIM BENNETT tt ev top 493.3 GRATE INLET a_ss— SS SA SANITARY SEI MANHOLE SANITARY SEWER CURVE TABLE CURVE LOCATION LENGHT RADIUS DELTA C1 LINE "A" 243.73' 300,00' 30*56'17" C2 LINE "A" 253.06' 367,69' 15'12'41" C3 LINE "A" 164.12' 706,82' 09'12' 45" C4 LINE "A" 126.65' 300.00' 24'22'29" C5 LINE "A" 211.20' 300.00' 11'24'48" C6 LINE "A" 233.18' 300.11' 44.31'04" C7 LINE "A" 112.15' 300,00' 21'25'07" \�Ior 0000 00000 EASEMENT VOL. 95203, PG, 2898 D.R.D.Co.j. III ss--_ ZO, Vok, 6 i�ANQAfj�:, 21 PG. �t�AAZ�E S Al 92 -"' �D, r, ss tin 12 Ss__� Qewer n do -d) 7' SS ss--_ 10LINE "Ata LUES CONSTRUCT 4' DIA MANHOLE JOSEPH C. THWEATT ESTATE DEFINED IN DEED TO J.W. THWEATT VOL. 515, PG. 76 D.R.D.Co. T. 25' SEWER SANITARY 22 - I ii E Q) 27 28 4 0/ INSTALL 8" WATER- 7' TYP lj PROPOSED 8" PVC WATER LINE INSTALL: 1–FIRE HYDRANT ASSEMBLY 29 INSTALL: 1–FIRE HYDRANT ASSEMBLY INSTALL: 1-8" 22K* BENDS 26 1/ 001 W Cr) 60.0, 1/2 I.P.F. 23 O+OO LINE V) A CONNECT W TO EXISTING 4' MANHOLE PROPOSED 20 UTILITY ESMT. ti 0 M 24 5) 1/2" I.P.F. 50.0, INSTALL: < —8" 11 W 25 INSTALL: BLOCK A 1-8" 22Y2* BENDS PROPOSED 2'x2' WYE INLET 20' SAN. SEW. ESMT. VOL. 93215, PG. 8992 D.R.D.Co.,T. nn n 60. 0' 28" W 4 CONCRETE WALL ss— SS— SS— ss— SS— ss--Km_�— ss— S$_ SS ss— ss— ss— ss— ss-_-->- ss— S5 SS S_ 3S ss— ss— SS— ss— ss�-- ss— i ss- — SS— SS - SANITARY MANHOLE ff-WER o- irk Existing 24" to ASPHALT ROAD CONCRETE BRIDGE ASPHALT ROAD A; r0idTING 24" WE `9 TASPHALT ROAD IBETHEL ROAD( Lo CONCRETE WALL EXISTING 16- CONCRETE CYLINDER WATER LINE E— E r E-- POWER POLE FIRST BAPTIST CHURCH OF COPPELL Z VOL. 95167, PG. 5885 D.R.D.Co.T. EXISTING 16 CONCRETE E-4 EXISTING 16" CONCRETE 0.147 ACRE RIGHT -OF CYLINDER WATER LINE SUMMIT AT THE SPRINGS CYLINDER WATER LINE IDEDICATION PER THISPLAT PEN CUT BETHAL ROAD BACKFILL VOL, 97023, PG. 3493 DALLAS COUNTY IN ACCORDANCE WITH CITY OF COPPELL D.R.D.Co.,Tx. STANDARD DETAIL 3070. PEN CUT BETHAL ROAD BACKFILL VOL. 91251, PG. 5059 REPAVE IN ACCORDANCE WITH CITY OF COPPELL IN ACCORDANCE WITH CITY OF COPPELL THE RESERVE D.R.D.Co.,Tx. STANDARD DETAIL 3070, STANDARD DETAIL 3070. OF rg&%� CONNECT PROPOSED 8" WATER TO EXISTING 16" REPAVE IN ACCORDANCE WITH CITY OF COPPELL 4 VOL.98249, PG, 23 Q_QN-CRETE_CYLIND-ER_WATEF,_ STANDARD DETAIL 3070, z D.R.D-Cojx. INSTALL: 1 8" VALVE CONNECT PROPOSED 81P WATER TO EXISTING 16" s gK °c9 CONCRETE CYLINDER WATER, TIM BENNETT tt ev top 493.3 GRATE INLET a_ss— SS SA SANITARY SEI MANHOLE _N_ Original Scale 1 50 0 25 50 100 Graphic Scale in Feet .401or 4 E.. E *I U_ 0 -Z UJ 10' GENERAL TELEPHONE ESMT VOL, 70251, PG. 356 D.R.O.Co.j. TELEPHONE MANHOLE 71.2 INSTALL: 1– 8"x8" TAPPING SLEEVE WITH 8" VALVE 10'TVNERAL TELEPHONE EASEMENT VOL. 70251, PG. 356 D. R. D. Co., T. UNDERGROUND TELEPHONE MARKER SEWER WA -0 ==I 0 VALVES I I BENCHMARK; A BOX CUT IN TOP OF CENTER OF INLET ELEVATION=492.90 XISTING 8" CAST IRON WATE LEGEND LP.F IRON PIN FOUND SANITARY SEWER M.H. WATER VA L VE FIRE HYDRANT POWER POLE —E—E— OVERHEAD ELECTRIC —SS SS— EXISTING SANITARY SEWER LINE EXISTING WATER LINE PROPOSED WATER LINE PROPOSED SANITARY SEWER LINE _N_ Original Scale 1 50 0 25 50 100 Graphic Scale in Feet .401or 4 E.. E *I U_ 0 -Z UJ 10' GENERAL TELEPHONE ESMT VOL, 70251, PG. 356 D.R.O.Co.j. TELEPHONE MANHOLE 71.2 INSTALL: 1– 8"x8" TAPPING SLEEVE WITH 8" VALVE 10'TVNERAL TELEPHONE EASEMENT VOL. 70251, PG. 356 D. R. D. Co., T. 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M MOM a ME 11MMEM a 0 a 1MMM111III1I11I1IMMM am MOM■mmommm am MMMMMMM MEN No 0�■■1�:•� IMEMEM MONO No ommm i ■fell 11 VA tMICiOlKi J, 0 mm Momom MMMMMMMMMMMMMWMMMMMMWMMM MONO am I IDIN 0 IMEME NIIMMMMMMMMMMMMWMMMMMMMMMM MM 0 MOM HE NO IN MEN MmiliiiiiiiI =M101011110 man a M11OMM MMMM MOM mmmmmmmm a No No a ..�■i. ME am �mm MOON 1MEMMM MINE a IMNM11MM OMMMM Mass MMMMMMMMMMM am IMMIN INIMMIM 11MEM a a IMMEMM am a 0 IMEMEMM am 0II1I11111I a IMEMMMMM 11MMEMMM MOM IMMEEMMMM a a am a 11101011-1111 1IMM a 110001 =am MIMMEM am am IMMEM a ==a 111111 ME a MOM 0 a a 1111MMEEM MOWN 1MEMMM am am MEN a a 11MEM MEMOMMOMMOMMMMOMMMMOOMM MMMMM MOWN MMMMMMMMMME! MOMMM IMEMEMME! am 0 111111 ■miiiiiillililim M OEM MOOMM 0 0 MOMM WMMMMMMM�m so 0 mom MM NO 1111111101111111011101110M mom M1WMM am mm��MMMM IMME 10111111111 mmm 1101011 MOM MMMM MIMNIMMMMMMM MMMIN MMMM a a MMMMMMM BENNETT s I NOTES FOE STORM WATER POLLUTION EfREVENTIQN PLAN I. Type ofconstruction will beinstallation ofwater, sanitary sewer 8x storm oener, excavation of otnanto excavation to be distributed on lots and building of house pads and construction of concrete streets. z 5aqwonxn of construction First - excavation of otrenta. Second installation of water, sanitary ao*nr and storm water, Third - street paving. 3. Total site area = 18.5 Acres; Approximate area disturbed is 75% or 13.8 Anros, 4. Pre -Runoff coefficient = 0.35 Post Runoff coefficient = 0\5 5. No information of quality of storm water discharge. Storm water drains to Grapevine Creek via City of Cnppel| storm sewer facilities. CONCRETEBLOCK WIRE SCREEN EROSION AND SEDIMENT CONTROLS 514' FILTER STONE OVER FLOW 012*x1(2*) VINCINITY MAP I�ATFR [GHT PONDING HEIGHT Main tononco/Innpeotion Procedures WATER 100 F7 3/4' FILTER STONE OVEF&plow PLANT kTION 14A l. The contractor nhd| provide and maintain q rain gouge `.moss 'IASPANIS utilizing Win. 0.1 inch increments at the project site. CURB INLET SILT emms --' ' ' '� HEIGHT COOPER HOAK GROUND) Z: BROOK �2. Control measures will be inspected at |woot once o week DROP INLET' ��B��, or within 24 hours of any 4! LENGTH (MIN.) FENCE COZBY Z - . storm event of 0.5 inch or greater, If p repair is � necessary, it will be done at the3 COMPACTED EARTH ING Z earliest prnvtiooh|v date. LEN- --'N-N PLANS ' ~`'~~`~~~'^^ CROSS BE, ]ON u. Inspection w0 be performed by the vwoorn representativeot |oo,t once o week as nuwor FROM LExvmwm � GRADE TO PREVENT CROSS SECTION well as after every 0.5 inch of rain o, greater. An inspection and maintenance | MIN. report BETHEL SITE i|| be made for each inspection and kept at the / project site. The inspection should use the operator |nu»uut}on form in the DRAINCowcms / / NOTC00 Construction \o«onxo�moc p�EnewnFA^-'~' | GRATE BLOCK � / / / � / | \ | | �Ewm+_/ [-- FABRIC TOE-INBMP Manual or other form | | | 6. Upon establishment of naturalundeveloped ` -- - `' BACK OF CU CURB INLET straw bales in disrepair may he removed, provided soil erosion 4. The ouotrootur ohcU| keep records of the construction N.T.S. CONCRETE BLOC i -- /v being vnntpn`:o. activity on the site, PLAN VIEW z Dimensions are, approximate for length of Erosion Cpntnd8LLOWABLE NON -STORM WATER DISCHARGES limits, Field adjust to nearest bale length. | ~'`~~' ~~ ~~~`^` "` PLANS I. Discharges from n* fighting activities. | 5�" S. Contractor may use approved nrnskm control filter material in \GRADE TO DRAIN AWAY FROM lieu of vtron ho}oa.z Fire hydrant flushings.ST v. During Utility Construction, inlet protection nhnU be p|nvod l Water used to xmnh vehicles or control dust. STONE WIRE SCREEN around inlets until paving of inlet tops in complete. Equivalent moovur:v can be taken to ovoid siltation into inlets o. Potable water sources (including waterline fluohings\ and storm sewer system, on approved by engineer. 5. TRANSITION TOPLAN VIEW }K During moss grading operation, filter fabric material to be dewateringg ' PAVED SURFACE used along Grapevine Cr*ok, anot and west property line|n�|trnt|on) ne ou '' DRAINAGE MUST FLOW R.O.W.AWAY needed. -� -''-- ------Y^-^--^-�INLET Zj�ION -CURB 6. Foundation footing drains where flows ore not contaminated with PLAN VIEW N.T.S. 11. The site will be reviewed by owner or owner /opnaaantot|ve on process materials such as aolvents^ STABILIZED CONSTRUCTION ENTRANCEv, o weekly basis and after any storm which generated 0.5^ of � 7. precipitation.LIMIT OF 100 YEAR FLOOD PLAN Any adjustments to arna!un control plan nU| be ENTRANCE ` ON FLOOD +'�v` m' Spr�ga' Rkohon Hobitoto' not|onde ond unonntom7notod made if needed. groundwater. THAT STORM WATER IS NOT ALLOWED NATHAN MA|ER ENGINEERS / TO LEAVE THE " X. Irrigation water.l2� Stabilization practices may include: temporary aeod!n�` ~--, permanent eaodiug'mulching, geutaxt8ao'sod stabilization, �� 9� E»t�h»r building nouh down without detargontn`vegetative buffer strips protection of trees, preservation o�+ - Original Scale /" 50 0 25 50 190 Graphic Scale in Feet mature vegetation, and other dote measure. 10 1W 10Pavement wash waters where spills or leaks of toxic or "V, 13. All construction to meet the requirements imposed by the hazardous materials hove not occurred (unless all spill material $10110 2,109 LF SILT FENCE has been removed) and where detergents are not used. Texas Commission on Environmental Quality in compliance with the Clean Water Act & EPA. 11. Air conditioning condensate. 40+ 14. Solid non -hazardous construction waste shall be disposed of in trash dumpsters or approved equal, in a location by the *rot�d i id approvedwaste .01- `| shall^ be stored~ ~'' `~ ground and in covered '""^-p"o' disposal. Solid waste Shot[ be properly disposed of off containers. Site shcII be policed daily for litter and debris LIMIT OF 100 YEAR FLOOD PLAN on ~ regular basis.RS- � 15. Hazardous waste shall be segregated from non -hazardous construction site debris. Liquid or semi-liquid hazardous waste shall be stored in appropriate containers (closed drums or similar) and shall be kept under cover. Granular, soluble or leachable hazardous waste materials shall be stored off the 1W'10 storage area locations shall be properly approved of by th we ground and in leak -proof containers. Hazardous waste 40 Operator. Hazardous waste shall be properly disposed of a ff site on a regular basis by a reputable, licensed hazardous 40 waste hauler. Note: It is not the intent of this SWPPP to supersede or 40 replace normal site assessment and remedlation procedures INLET concerning hazardous materials. Significant spills and/or contamination warrant immediate response by trained Suspected job -site contamination_-~ ~.~~.. ~, knm�' �' to regulatory authorities and protective actions taken. � 16,F��hmmomt waste concrete / = ' `� I - / /___ I I k be contained in on area approved by the Operator. ` Contractor shall ensure that adequate vegetative buffer is / �� ` present around concrete disposal areas.*r / `` ' 17. All waste materials abo|| be stored onoy from drainage ditches, owo|ae and drainage structures. Where appropriate, C�~4 containment beams shall be p|000d around waste storage oreoo' � = ~~-- � »A� /' � � ~_ ;n 18, Contractor will take appropriate m000uraa to control dust generated during construction activities. /9. Contractor will construct appropriate entryways to prohibit the tracking of dirt and debris off-site, [�� 28. A centrally located port -o -potty oho|| be p|oond and maintained on the project site at all times during construction activities. =| 21. maintenance, woandowna shall be �� ' � \ 0| performed off-site or in locations approved by Operator.T'' STABILIZED CONSTRUCTION U4| GENERAL NOTES 1. Stone nhoU be minimum 5 inch diameter crushed rock or 000eptqb!m crushed Portland cement concrete. 2. Length shall be shown on plans with a minimum length of 30 feet for 7"^ lots pnom are moe than /ou feet from edge of pavement. The | - minimum depth in all other cases shall be 50 foat 3. The thickness aho|| not be |eoe than V inches. * 4. The width uhoU be no |eua than the full width of all points of ingress or egress. 5. When necessary, vehicles nhuU be cleaned to remove sediment prior to entrance onto o public roadway. When washing is required, it ahoU be done on on area stabilized with crushed atone with drainage flowing away from both the street and the stabilized entrance. All sediment aho|| be prevented from entering any storm droin, ditch or watercourse using approved methods. O. The entrance uhoU he maintained in o condition which will prevent 00 tracking or or iloning of sediment onto paved surfaces. This may require periodic top dressing with additional stone as conditions demand. All sediment opiUod, dropped, washed or tracked onto paved surfaces, must be removed |mmed|ote|y. �go ?. The entrance must be properly graded or incorporate o drainage awo|e ~~ to prevent runoff from leaving the construction site. CONSTRUCTIO 505 /(SEE DETAIL THIS 81HEET) __1 \ � TEwm BENCHMARK; » BOX CUT wTOP mrCENTER OF INLET ELEVATION= 492.9 0 ^