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Old Town Phase 4-CS170106 (2) PHASE 4 AYE K OPER CO COPPELL, TEXAS N BY COZ S O I S OLD TOWN ADDITION R OKS BRO R R E A Sheet List Table DRD DILLA H N A Sheet NumberSheet Title OLD TOWN ADDITION (MAIN ST) H C C-01COVER SITE O L C-02PLAT SHEET 1 DD C-03PLAT SHEET 2 NA Y OO W R M K C-04OVERALL PLAN I L M P L A H E HT C-05SITE PLAN P U P O NS R UO B S C-06GRADING PLAN C N ER C-07DRAINAGE AREA MAP ST E HW UT SOELL COPP RT DA C-08UTILITY PLAN T R O C-09SANITARY SEWER PROFILE P K E E E R E C C-10PAVING AND DRAINAGE PLAN R F C-11EROSION CONTROL PLAN C-12EROSION CONTROL DETAILS LOCATION MAP N.T.S. CURVE C1CURVE C2 Radius = 19.00' Radius = 21.00' Length = 20.97' Length = 15.58' Chord = 19.92' Chord = 15.22' 1/2" IRFC C.M. T TREE VIS S TRA W.) TH R.O. LE WID VARIAB (A 074924 . 201100 OC. NO D . .R.D.C.T O.P 7.00' 1/2" IRFC 10 1/2" IRFCFP 517. P 517.40 F FP 517.80 518.20 FP 518.10 FP 518.60FF FF 518.40 FP 518.90.80 0FF 518 FP 518.9FF 519.20 18.900 0FP 5FF 519.6 10.00'FP 518.7.90 50FF 519 FP 518.519.90 18.40FF .40FP 5FF 519.90 FP 5189.70 FF 51 519.50 FF FF 519.40 519.40 1 FF REMOVE AND REPLACE OT 13R L LOT 12R LOT 11R 0REXISTING ALLEY PAVEMENT LOT 1 9R LOT LOT 8R R LOT 7PER CITY STANDARDS T 6R LO LOT 5R LOT 4R EXTEND TO SAW JOINTS LOT 3R T 2R LO AS SHOWN 2 1 REMOVE AND REPLACE EXISTING 4' x 4' 5 BLOCK G G EXISTING ALLEY PAVEMENT GRATE INLET .OLD TOWN ADDITION 5 k PER CITY STANDARDS TO REMAIN DOC. NO. 201200115939 0 c EXTEND TO SAW JOINTS O.P.R.D.C.T. 'o AS SHOWN l B UTILITY EASEMENT 20' ALLEY 12.07'9.35'CONNECT TO EX. 18" RCP L= OLD TOWN ADDITION 1 C ' DOC. NO. 201200115939 L=8.91 O.P.R.D.C.T. ent ity Easem 10' Util .73' 23 34.00' 'CONSTRUCT 5' INLET 32.00 00' 32. 2.00' 3 32.00'TOP INLET EL. 515.65 32.00' ' 32.00 1/2" I.R.S.C2 00' 32.F.L. 18" 512.15 2.00' 3 32.00'32.45' PI: 0+29.25 ' 13.08 H G 1/2" IRFCREMOVE EXIST. 5' CURB INLET ne uilding Li 20' B A PLUG EXIST. 18" R.C.P. k C c M Lot 24R Lot 23R 1/2" I.R.S. 1/2" I.R.S. Lot 22R o (Lot 21R V l Lot 20R A5 Lot 19R Lot 18R5 O M Lot 17R5 O B' Lot 16R5' CITY OF COPPELLLot 15R5' M 6C Lot 14R5' M 5( ' M L5 'M. 05' M A O VOLUME 2003094, PAGE 797o.U P 5' M .5.U O' M1 .5 .U m'M1 M1.U. 0'. 8' M1U0. D.R.D.C.T..U. M10 &V ..U. P N M10& P1 .U. m.109&1 F1U0. & .U9 10. 9& D .U.A 00 9&. D .U. 2 09&.D Oo. & D5. R D 09.E 5. 9& D5. ..54 9&. D. E R n 5 9&.D.0 E O& D5.01 .1. E WATER AND SEWER 2 D5.0.s . E D S D5.0 '4s .E3 I ,D5.0 E'sm L EASEMENT 8AD50'3 T. Esm A .0' Esm0 ..0 'sm6 PE2t C6r.0 E'sm t. E'sm'.L et..B RE'sm G S.'st. Lot 1R mt8 sm.3 .1t. asm1 Tt. .LOT 1, BLOCK Gm L t.9 .5mt5Lot 25R O .1 T t . . Lt.'E R 31 't.+ OLD TOWN ADDITION0 .. 132,617 s.f.o0 0W R 4 . t6 W 4DOC. NO. 20111000749249 O : . 1.2 1 E )P 5 O.P.R.D.C.T. X'I 3.044 Acres 0 D E A E ' T 00'D T 11. H Line ' Building 9 R S 32.00' ' 32.002 0' 32.0. .00'7 32 32.00'O '. 32.004 0'O 32.0 .00'1 32 2.00' 20.08'3' 9.08'5' UTILITY. 31 W EASEMENT 9.00'U 2 . 5 9 ) 7 .T 7 . 1 9 9 ' PI: 1+31.53 ' 9.96'H 4 1 Right-of-Way 9 T STREET R.O.W.SEMEN ILITY EA 5' UT. 3 Dedication 96' 58.9 7' 0 STREET R.O.W.23,226 s.f. . 6 1/2" IRFC 5(See Note 4 this sheet) C.M. ' POINT OF ' .61 26 4 BEGINNING T E RE T S S RN U B OWNER: W.) .O. R OT FO 0.0 A 6CITY OF COPPELL ( S ER H T O 41 Y. 30 B PG255 PARKWAY BLVD. T 1, EN 105 M. 8 E OL 83'V V 36.PA 4 G N P.O. BOX 9478 TI IS X E. C.T .D. .R O.P COPPELL, TEXAS 75019 1/2" I.R.S. 1/2" IRFC C.M. ENGINEER: GLENN ENGINEERING CORP. 105 DECKER COURT, SUITE 910 IRVING, TEXAS 75062 LOT 3, BLOCK 4 TBPE FIRM NO. F-303 COPPELL COMMERCE CENTER (972) 717-5151 VOL. 99228, PG. 79 (972) 717-2176 FAX O.P.R.D.C.T. CONTACT: MIKE GLENN, P.E. NOTES: SURVEYOR: 1.ALL IRON RODS SET (IRS) ARE CAPPED IN YELLOW AND MARKED "RPLS SURVEY GROUP, LLC 3047"400 SOUTH INDUSTRIAL BLVD. SUITE 219 EULESS, TEXAS 76048 2.BASIS OF BEARING IS THE MOST SOUTHERLY LINE OF LOT 1, BLOCK G, TBPS NO. 101733-00 (817) 354-1445 (817) 354-1451 FAX CONTACT: RODNEY MARTINEZ 3.MAINTENANCE OF THE 5' M.U. & D ESMT. SHALL BE THE RESPONSIBILITY OF THE PROPERTY OWNER. 4.PROPERTY OWNER'S ASSOCIATION (POA) SHALL BE RESPONSIBLE FOR 5.00' M.U. & D. ESMT.REPLAT MAINTAINING COMMON AREAS, SCREENING WALLS AND SCREENING FENCES AND LANDSCAPING IN PUBLIC RIGHT-OF-WAY. OLD TOWN ADDITION 4.00'1.00' LOTS 1R & 14R-25R AND LOT 1X, BLOCK G, 5.NO CONSTRUCTION OF STRUTURES OR FLATWORK, OR LOCATION OF GRILLS OR COOKING APPLIANCES BETWEEN UNITS. NO OUTSIDE STORAGE VISIBLE FROM STREETS. SELLER TO RELAY THIS BEING A REPLAT OF INFORMATION TO PROSPECTIVE PURCHASERS. LOT 1 BLOCK G PROPERTYLINE NOTICE: THE PROPERTY DESCRIBED IN THIS PLAT IS LOCATED WITHIN OLD TOWN ADDITION 6' Sideyard CLOSE PROXIMITY TO THE FLIGHT APPROACH AND DEPARTURE PATHS OF 1' Sideyard AND LOT 2RX BLOCK G CENTERLINESWALE DALLAS-FORT WORTH INTERNATIONAL AIRPORT AND MAY BE SUBJECT TO Sideyard Legend INCREASED NOISE LEVELS RESULTING FROM AIRCRAFT OPERATIONS OLD TOWN ADDITION OCCURRING ABOVE OR IN CLOSE PROXIMITY TO THE PROPERTY. SITUATED IN JAMES A. SIMMONS SURVEY ABSTRACT NO. 1296 Typical Maintenance Use & Drainage Easement SecCITY OF COPPELL, DALLAS COUNTY, TEXAS tion (M.U. & D ) Scale 1" = 2' December 5, 2016Sheet 1 of 2 Page: 2 Number: 1 Author: gmarshall Subject: Pencil Date: 1/6/2017 4:01:45 PM Remove construction calls from plat. Floodplain Development Permit Application No. ___ has been filed with the City of Coppell floodplain administrator on __________________, 2016.NOTES: __________________________________________________________1.ALL IRON RODS SET (IRS) ARE CAPPED IN YELLOW AND MARKED "RPLS Floodplain AdministratorDate 3047" OWNER'S CERTIFICATE 2.BASIS OF BEARING IS THE MOST SOUTHERLY LINE OF LOT 1, BLOCK G, Approved and Accepted: WHEREAS, THE CITY OF COPPELL, acting by and through the undersigned their duly authorized representative, is _________________________________________________________3.MAINTENANCE OF THE 5' M.U. & D ESMT. SHALL BE THE the owner of a tract of land out of the JAMES A. SIMMONS SURVEY, ABSTRACT NO. 1296, Dallas County, Texas, Chairman, Planning and Zoning Commission Date RESPONSIBILITY OF THE PROPERTY OWNER. according to the deeds recorded in County Clerk's File No. 20070000802, No. 200900282446 and Volume 2003094, City of Coppell, Texas Page 797, of the Deed Records of Dallas County, Texas and being more particulary described as follows: 4.PROPERTY OWNER'S ASSOCIATION (POA) SHALL BE RESPONSIBLE FOR MAINTAINING COMMON AREAS, SCREENING WALLS AND SCREENING FENCES AND LANDSCAPING IN RIGHT-OF-WAY. LEGAL DESCRIPTION - LOTS 1-13, LOT 1X, AND LOT 2X BLOCK J The undersigned, the Planning and Zoning Commission Secretary of the City of Coppell, Texas, hereby certifies that the foregoing plat of ___________________, Lot ___, Block ___, an addition to the City of Coppell was submitted to the Planning and Zoning Commission on the ____ day of ________, 2016, and the Planning and Zoning5.NO CONSTRUCTION OF STRUTURES OR FLATWORK, OR LOCATION OF BEING A 4.696 Acre tract of land and being all of LOT 1, BLOCK G, according t0 the plat OLD TOWN ADDITION as Commission, 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 inGRILLS OR COOKING APPLIANCES BETWEEN UNITS. NO OUTSIDE recorded in County Clerk's File No. 201100074924, Official Public Records, Dallas County, Texas and also being all of and upon said plat, and said Chairman to note the acceptance thereof by signing his name as hereinabove subscribed.STORAGE VISIBLE FROM STREETS. SELLER TO RELAY THIS LOT 2RX, BLOCK G, according to the plat OLD TOWN ADDITION, as recorded in County Clerk's File No. INFORMATION TO PROSPECTIVE PURCHASERS. 201200115939, Official Public Records, Dallas County, Texas and being more particulary described as follows: Witness my hand this _____ day of _________, A.D., 2016. BEGINNING at a 1/2-inch iron rod found for corner at the most southeasterly corner of said Lot 1, Block G, said point ___________________________ also being the north line of Burns Street ( A 60' right-of-way) and also being in the westerly line of South Coppell Road ( Planning and Zoning Commission Secretary, A variable width right-of-way); NOTICE: THE PROPERTY DESCRIBED IN THIS PLAT IS LOCATED WITHIN City of Coppell, Texas CLOSE PROXIMITY TO THE FLIGHT APPROACH AND DEPARTURE PATHS OF THENCE South 85 deg. 29 min. 33 sec. West along the northerly right-of-way line of said Burns Street, a distance of DALLAS-FORT WORTH INTERNATIONAL AIRPORT AND MAY BE SUBJECT TO 863.44 feet to a 1/2-inch iron rod found for corner, said corner also being in the easterly line of Hammond Street and INCREASED NOISE LEVELS RESULTING FROM AIRCRAFT OPERATIONS ______________________________________________________________________________________ the northerly right-of-way line of Burns Street ( an 60 foot right-of-way ); OCCURRING ABOVE OR IN CLOSE PROXIMITY TO THE PROPERTY. THENCE North 00 deg. 31 min. 41 sec. West, along the easterly right-of-way line of said Hammond Street a distance of 316.88 feet to a 1/2-inch iron rod found for corner, said corner being in the easterly right-of-way line of Hammond Street ( A variable width right-of-way ), and also being in the southerly line of Travis Street ( A variable width FLOOD STATEMENT right-of-way); NOW THEREFORE, KNOW ALL MEN BY THESE PRESENTS: By graphic plotting only, the property described hereon lies in Zone THENCE North 88 deg. 12 min. 07 sec. East along the northerly line of said Lot 1, Block G, a distance of 429.32 feet That, ________________________, does hereby adopt this plat designating the herein described property as REPLAT, LOTS 1-13, BLOCK J & LOT 1X AND 2X, BLOCK J, "X", areas determined to be outside the 500-year flood plain, as to a 1/2-inch iron rod set for corner at tne most northeasterly corner of said Lot 1, Block G; BEING A REPLAT OF LOT 1, BLOCK G , OLD TOWN ADDITION, and LOT 2RX, BLOCK G, OLD TOWN ADDITION, an addition to the City of Coppell, Texas, and does shown on documents issued by the Federal Emergency hereby dedicate, in fee simple, to the public use forever the streets shown thereon. The easements shown thereon are hereby reserved for the purposes indicated. The utility Management Agency, entitled "Flood Insurance Rate Map, Dallas THENCE South 01 deg. 47 min. 53 sec. East along the east line of Lot 1, Block G, a distance of 10.00 feet to 'x' set and fire lane easements shall be open to the public, fire and police units, garbage and rubbish collection agencies, and all public and private utilities for each particular use. The County, Texas and Incorporated Areas, Map Number 48113C0135J, for corner at the most northwesterly corner of said Lot 2RX; maintenance of paving on the utility and fire lane easements is the responsibility of the property owner. No buildings, fences, trees, shrubs, or other improvements or growths dated August 23, 2001". shall be constructed, reconstructed or placed upon, over or across the easements shown. Said easements being hereby reserved for the mutual use and accommodation of all THENCE North 88 deg. 12 min. 07 sec. East along the northerly line of said Lot 2RX a distance of 7.00 feet to a public utilities using or desiring to use same. All and any public utility shall have the right to remove and keep removed all or parts of any buildings, fences, trees, shrubs, or 1/2-inch iron rod found for corner, said point being the most northeasterly corner of said Lot 2RX; other improvements or growths which in any way endanger or interfere with the construction, maintenance or efficiency of its respective right or ingress or egress to or from and upon the said easement for the purpose of constructing, reconstructing, inspecting, patrolling, maintaining and adding to or removing all or parts of its respective systems THENCE South 01 deg. 47 min. 53 sec. East along the easterly line of said Lot 2RX a distance of 106.00 feet to a without the necessity at any time of procuring the permission of anyone. (Any public utility shall have the right to ingress or egress to private property for the purpose of reading 1/2-inch iron rod found for corner; meters and any maintenance or service required or ordinarily performed by the utility). THENCE North 88 deg. 12 min. 07 sec. East along the northerly line of said Lot 2RX a distance of 357.81 feet to a Water main and waste water easements shall also include additional areas of working space for construction and maintenance or the systems. Additional easement area is 1/2-inch iron rod set for corner, said point also being the beginning of a curve to the right have a central angle of 63 also conveyed for installation and maintenance of manholes, cleanouts, fire hydrants, water services and waste water services from the main to the curb or pavement line, and deg. 14 min. 26 sec., a radius of 19.00 feet, a chord bearing of South 60 deg. 10 min. 40 sec. East and a chord length description of such additional easements herein granted shall be determined by their location as installed. of 19.92 feet; This plat approved subject to all platting ordinances, rules, regulations, and resolutions of the City of Coppell, Texas. THENCE along said curve to the right an arc length of 20.97 feet to a 1/2-inch iron rod set for corner, said corner being the beginning of a curve to the left having a central angle of 42 deg. 30 min. 12 sec., a radius of 21.00 feet, a chord WITNESS, my hand this the ___ day of ____, 2016. bearing of South 49 deg. 48 min. 33 sec. East and a chord length of 15.22 feet; THENCE along said curve to the left an arc length of 15.58 feet to a 1/2-inch iron rod set for corner, said point being the most northeasterly corner of said LOT 2RX; _________________________ ________________ NAME TITLE THENCE South 01 deg. 47 min. 53 sec. East along the easterly line of said LOT 2RX a distance of 9.35 feet to a OWNER: 1/2-inch iron rod set for corner; STATE OF TEXAS CITY OF COPPELL COUNTY OF DALLAS THENCE North 88 deg. 12 min. 07 sec. East along the northerly line of said Lot 1, Block G, a distance of 32.45 feet to 255 PARKWAY BLVD. a 1/2-inch iron rod found for corner, said point also being in the westerly line of said South Coppell Road; P.O. BOX 9478 BEFORE ME, the undersigned, a Notary Public in and for said County and State, on this day personally appeared ___________________, of _____________________, known COPPELL, TEXAS 75019 to me to be the person and officer whose name is subscribed to the foregoing instrument and acknowledged to me that he executed the same for the purposes and THENCE South 02 deg. 03 min. 27 sec. East along the easterly line of said Lot 1, Block G and the westerly line of said considerations therein expressed, and in the capacity therein stated. South Coppell Road a distance of 130.01 feet to the POINT OF BEGINNING; GIVEN UNDER MY HAND AND SEAL OF OFFICE, this the _______day of _______, 2016. Containing a computed area of 204,560 square feet or 4.696 acres or land, more or less. ___________________________________ Notary Public in and for the State of Texas ENGINEER: GLENN ENGINEERING CORP. 105 DECKER COURT, SUITE 910 IRVING, TEXAS 75062 TBPE FIRM NO. F-303 NOW THEREFORE, KNOW ALL MEN BY THESE PRESENTS: (972) 717-5151 (972) 717-2176 FAX That, the City of Coppell does hereby adopt this plat designating the herein described property as REPLAT, LOTS 1-13, CONTACT: MIKE GLENN, P.E. BLOCK J & LOT 1X AND 2X, BLOCK J, BEING A REPLAT OF LOT 1, BLOCK G , OLD TOWN ADDITION, and LOT 2RX, BLOCK G, OLD TOWN ADDITION, an addition to the City of Coppell , Dallas County, Texas and do hereby SURVEYOR'S CERTIFICATE dedicate to the public use forever, the streets, alleys and easements specified as dedicated to the public shown thereon. The easements shown hereon are hereby reserved for the purpose as indicated. KNOW ALL MEN BY THESE PRESENTS: No buildings, fences, trees, shrubs or other improvements or growth shall be constructed or placed upon, over or That I, William P. Price, a Registered Professional Land Surveyor, do hereby certify that I have prepared this plat from an actual on the ground survey of the land; and the across the "Utility Easements" as shown. Said "Utility Easements" being hereby reserved for the mutual use and monuments shown hereon were found and/or placed under my personal supervision in accordance with the platting rules and regulations of the City of Coppell, Texas. accomodation of all public utilities desiring to use or using same. All and any public utility shall the right to remove and SURVEYOR: keep removed all or part of any building, fences, trees, shrubs or other improvements or growths while reconstructing, ______________________ SURVEY GROUP, LLC inspecting, patrolling, maintaining and adding to or removing from all parts of its respective system, within said "Utility William P. Price 400 SOUTH INDUSTRIAL BLVD. Easements", without the necessity at any time of procuring the permission of anyone. Registered Professional Land Surveyor SUITE 219 No. 3047 Notwithstanding the foregoing, the City of Coppell reserves for themselves, their successors and assigns the right to EULESS, TEXAS 76048 use the surface of all such easements for installing landscaping and irrigation systems, for parking of vehicles (except TBPS NO. 101733-00 that parking shall not be authorized in any designated fire lanes), for the passage of pedestrian and vehicular traffic, (817) 354-1445 and to construct and maintain paving on the surface of such easements for the purpose of such reserved use. (817) 354-1451 FAX STATE OF TEXAS CONTACT: RODNEY MARTINEZ COUNTY OF DALLAS Witness my hand at Coppell, Texas this the _______ day of __________________, 2016. BEFORE ME, the undersigned, a Notary Public in and for said County and State, on this day personally appeared William P. Price, of Survey Consultants, known to me to be the person and officer whose name is subscribed to the foregoing instrument and acknowledged to me that he executed the same for the purposes and considerations therein expressed, and in the capacity therein stated. CITY OF COPPELL GIVEN UNDER MY HAND AND SEAL OF OFFICE, this the _______day of _______, 2016. ______________________________ ___________________________________ REPLAT Karen Selbo Hunt, Mayor Notary Public in and for the State of Texas PURPOSE OF REPLAT OLD TOWN ADDITION LOTS 1R & 14R-25R AND LOT 1X, BLOCK G, The purpose of this replat is to subdivide Lot 1, Block G , Old BEING A REPLAT OF Town Addition and Lot 2RX , Block G, Old Town Addition into 12 BEFORE ME, the undersigned authority, a Notary Public in and for the State of Texas, on this day personally appeared LOT 1 BLOCK G residential lots, one nonresidential lot, one common area lot and Karen Selbo Hunt, known to me to be the person whose name is subscribed to the foregoing instrument and OLD TOWN ADDITION acknowledged to me that she executed the same for the purposes and consideration therein. dedicate right-of-way. AND LOT 2RX BLOCK G GIVEN UNDER MY HAND AND SEAL OF THE OFFICE, this _______ day of ___________________, 2016. OLD TOWN ADDITION SITUATED IN ________________________________________________ JAMES A. SIMMONS SURVEY Notary Public, State of Texas ABSTRACT NO. 1296 CITY OF COPPELL, DALLAS COUNTY, TEXAS December 5, 2016Sheet 2 of 2 s a g s s s a g s s 1/2" IRFC C.M. s a g s s T TREE VIS S TRA .) H R.O.W LE WIDT VARIAB (A 074924 . 201100 OC. NO D s . .R.D.C.T O.P a g s s 7.00' s 1/2" IRFC s s 1/2" IRFCsFP 517.10 P 517.40 F FP 517.80 518.20 FP 18.10 FP 518.60FF 5 FF 518.40 FP 518.90.80 0FF 518 FP 518.9FF 519.20 18.900 FP 5FF 519.6 10.00'FP 518.70.90 50FF 519 FP 518.519.90 18.40FF .40FP 5FF 519.90 FP 5189.70 FF 51 519.50 FF FF 519.40 519.40 s FF a g s s s s 2 1 5 G . 5 k 0 s c s 'o l B UTILITY EASEMENT s a ss ss ss g ss ss ss s s ss ss ss ss 12.07'9.35' ss L= ss 1 C s 1' L=8.9 s ent ity Easem 10' Util .73' 23 34.00' ' 32.00 0' 32.0 .00' 32 2.00' '3 32.00 0' 32.0 1/2" I.R.S.C2 00' 32. 2.00' 3 32.00'32.45' PI: 0+29.25 13.08' H G 1/2" IRFC ne uilding Li 20' B A k C c M Lot 24R Lot 23R 1/2" I.R.S. 1/2" I.R.S. Lot 22R o (Lot 21R V l Lot 20Rs A Lot 19R Lot 18R O M Lot 17Ra O B Lot 16R Lot 15Rg 6C Lot 14R ( L 0 A O o P . O1 . m1 1 0 810s 10 V .P N 10s P1 m1091 F1 09 109 A 009. .2 09. Oo5 R D 09.E 55 9.54 9 R n.5 9.0 O501 .1. WATER AND SEWER 250. . D S 50'4 .3 I ,50'L EASEMENT 8A5'3 T0 A 0' 0 .0'6 P2 6r0' C ''.L e.B R' G S.' Lot 1R 8 PHASE 4 3 .1 a1 T .L 9 .55Lot 25R O 1 T .L'E R 1 3'+ 0 . 132,617 s.f.o0 0W R 4 . t6 W 9 O 4: . 1.2 1 E )P 5 X'I s 3.044 Acres 0 D E A a E 'g COPPELL, TEXAS T 00'D T 11. H s Line ' Building 9s OLD TOWN ADDITION R S ' 32.00 0' 32.02 0' 32.0. .00'7 32 32.00'O '. 32.004 0'O 32.0 .00'1 32 2.00' 20.08'3' 19.08'5' UTILITY. 3 W EASEMENT' 9.00 U 1 2 . 5 9 ) 7 .T 7 . 1 9 9 ' PI: 1+31.53 OLD TOWN ADDITION (MAIN ST) ' .96'H 49 1 Right-of-Way 9 T STREET R.O.W.ASEMEN ILITY E 5' UT. s 3 a Dedication 96' 58.9 g 7' 0 STREET R.O.W.23,226 s.f. . 6 1/2" IRFC 5(See Note 4 this sheet) C.M. ' POINT OF ' .61 26 4 BEGINNING T E RE T S S RN U B .) .O.W R OT FO 0.0 A 6 ( S ER s H T O 41 Y. 30 B PGa T 1, EN 105 M. 8 E OLg 83'V V 6.PA 43 G N TI IS X E. C.T .D. .R O.P 1/2" I.R.S. 1/2" IRFC C.M. s a g s a g NOTES: 1.MAINTENANCE OF THE 5' M.U. & D ESMT. SHALL BE THE RESPONSIBILITY OF THE PROPERTY OWNER. s 2.PROPERTY OWNER'S ASSOCIATION (POA) SHALL BE RESPONSIBLE FOR a g MAINTAINING COMMON AREAS, SCREENING WALLS AND SCREENING FENCES AND LANDSCAPING IN PUBLIC RIGHT-OF-WAY. 3.NO CONSTRUCTION OF STRUTURES OR FLATWORK, OR LOCATION OF GRILLS OR COOKING APPLIANCES BETWEEN UNITS. NO OUTSIDE STORAGE VISIBLE FROM STREETS. SELLER TO RELAY THIS INFORMATION TO PROSPECTIVE PURCHASERS. s a g 4.AUTOMATIC FIRE SPRINKLER SYSTEMS WILL BE INSTALLED AND MAINTAINED IN PROPER WORKING CONDITION ON RETAIL LOTS FRONTING WEST MAIN. s a g Page: 4 Number: 1 Author: gmarshall Subject: Pencil Date: 1/6/2017 4:02:25 PM Show correct location for handicap place on all sheets. s s s a g .10 FP 517 7.40 FP 51 s 0 s 517.8 FPs .20 P 518 F10 F 518.s 518.60F FP 0 F 518.4 0F 518.9 FP8.80 FF 51 8.90 FP 51 519.20 FF 0 518.99.60 FPFF 51 .70 10.00'P 518 F19.90 FF 5 18.50 FP 50 F 519.9 0F 518.4 FP19.90 18.40FF 5 FP 5 519.70 FF 50 F 519. F 19.40 FF 5 .40 FF 519 s s s a g s s s s s s 2 1 G 5 s . a 5 g k 0 ' c s s o s l s B UTILITY EASEMENT s s s s ss ss ss ss ss ss s ss ss ss a ss ss ss g ss ss ss ss ss ss ss ss ss ss 07' s L=12.9.35' s ss s ss s C1 91' L=8. t men ase tility E 0' U 1 23.73' 4.00' 3 0' 32.0 2.00' 3 ' 32.00 .00' 32 ' 32.00 00' 32.1/2" I.R.S. C2 32.00' s 00' 32. a PI: 0+29.252.00' 3 32.45' g 13.08' s s 1/2" IRFC ine ing L Build 20' C Lot 24R 1/2" I.R.S. Lot 23R 1/2" I.R.S. Lot 22R Lot 21R Lot 20R 5 Lot 19R Lot 18R 5 O Lot 17R 5' Lot 16R 5 ' Lot 15R 5 M ' C s Lot 14R 5 ' M a 5 ( 'M 5 M g ' . 5 'M A o.P 5U M ' .U s 5 'M .U s 5 'M m.. U ' M .U. 'M . U. M& V ..1 U &P M . U.1 m 0& .1 U. 0& .U.19 0&D .1 A U. 9 D 0&. U.19 & 5 D 0. 1 o. 9 . 0&.5 D 1 E .190 5 D. 0&. 102 .9 R 0&5 D'. .0 E 9 n D. 0&.5' 4 E 0 9 &5 D'. . E WATER AND SEWER90. s .5 D'. E 4 0 5 D.s .' E 0 I 0 L 5 D'. sm A E EASEMENT0 D. ' Esm 1 A 0' 2'. sm E .3 ' sm Et 8 . s s r Em 6 t. 6 sm a E L t.B e s. Em g t 8 .. sm 1 t. s s m 9 t. 5 a sm s t' .L m 't. m Lot 25R t . t. R t 1 E L. t. 1 . 0 o . 1 PHASE 4 6 W t 0 2 O 9 ' 1. 5 3 0 2 I X '. D A 3 5 COPPELL, TEXAS s + T a 4 g s 1.00':D 1 s OLD TOWN ADDITION H P E ne g Li uildin 9' B R S 32.00' 0' 32.0 2.00' 3 . 0' 32.02 2.00'7 3 O OLD TOWN ADDITION (MAIN ST) '. 32.004 O .00'1 32 ' 32.00' .00' 32 .08' 20 .08'5' UTILITY 319. W EASEMENT 0'U 9.0 s a s g s . 2 ) 9 5 T . 77 .9 1 ' 9 ' PI: 1+31.53 H .96' 49 Right-of-Way 1 NT EME STREET R.O.W.AS TY E 9 TILI 5' U . 3 9 Dedication 8.96'' 5 s a g 7 STREET R.O.W.23,226 s.f. 0 . 6 1/2" IRFC 5 ' (See Note 4 this sheet) C.M. POINT OF ' .61 26 4 BEGINNING s a g T E E R T S S N R U B ) . .W .O R T O FO .0 0 6 (A S R E H T O 41 0 Y 3 . B G P T, N 51 0 E 1 8 M L. E O V V s A P a G IN T g S I X E T. . .C D . .R P . O s a g 5.00' M.U. & D. ESMT. NOTES: 4.00'1.00' s a 1.MAINTENANCE OF THE 5' M.U. & D ESMT. SHALL BE THEg RESPONSIBILITY OF THE PROPERTY OWNER. 2.PROPERTY OWNER'S ASSOCIATION (POA) SHALL BE RESPONSIBLE FOR MAINTAINING COMMON AREAS, SCREENING WALLS AND SCREENING PROPERTYLINE FENCES AND LANDSCAPING IN PUBLIC RIGHT-OF-WAY. CENTERLINESWALE 3.NO CONSTRUCTION OF STRUTURES OR FLATWORK, OR LOCATION OF s a GRILLS OR COOKING APPLIANCES BETWEEN UNITS. NO OUTSIDE g STORAGE VISIBLE FROM STREETS. SELLER TO RELAY THIS INFORMATION TO PROSPECTIVE PURCHASERS. 1 Typical Maintenance Use & Drainage Easement Section (M.U. & D ) Scale 1" = 2' Page: 5 Number: 1 Author: gmarshall Subject: Pencil Date: 1/6/2017 4:03:44 PM Was note 4 omitted from approved site plan... discussing fire sprinklers etc... s s s a g .10 FP 517 7.40 FP 51 s 0 s 517.8 FPs .20 P 518 F10 F 518.s 518.60F FP 0 F 518.4 0F 518.9 FP8.80 FF 51 8.90 FP 51 519.20 FF 0 518.99.60 FPFF 51 .70 P 518 F19.90 FF 5 18.50 FP 50 F 519.9 0F 518.4 FP19.90 18.40FF 5 FP 5 519.70 FF 50 F 519. F 19.40 FF 5 .40 FF 519 s s s a g 13R LOT R OT 12 L T 11R LO 0R LOT 1 s 9R s LOT s T 8R LO s 7R LOT R OT 6 L T 5R LO R LOT 4 3R LOT OT 2R L s s BLOCK G G s OLD TOWN ADDITION a g k DOC. NO. 201200115939 c O.P.R.D.C.T. s s o s l s 8.0%) 6"G ( ) 6"G (9.5% (9.5%) B 6"G %) 6"G (9.4 G (9.4%) 6" .0%) 6"G (9 ) 6"G (7.7% 8.7%) 6"G ( %) 6"G (8.8 (8.5%) 6"G .1%) s 6"G (8 s) 6"G (6.7% s s ss ss ss ss ss ss s ss ss ss a ss ss ss g ss ss ss ss ss ss ss ss 20' ALLEY ss ss s s ss s ss s OLD TOWN ADDITION DOC. NO. 201200115939 O.P.R.D.C.T. G 1/2" I.R.S. FG 518.37 s FG 518.20 a FG 518.00 FG 517.75g FG 517.80 FG 517.95 8x61 51 s 8x80 51 s 97 518x 7 518x9 8x92 1/2" IRFC51 x75 518 8x55 51 x35 518 0 18x5 5 60 518x C FG 518.05 Lot 24R 0 517x5 1/2" I.R.S. Lot 23R 1/2" I.R.S. Lot 22R Lot 21R Lot 20R Lot 19R Lot 18R O Lot 17R Lot 16R Lot 15R C s Lot 14R a ( g A o P s s m 05 517x V P FG 518.42 m A o E R n 0 517.8 FF .25 F 518 I F L A 9.36 F 51 F 5 A 19.5 FF 5 .72 519 FF0 16.8 9.72FP 5 F 51 F.25 s r 67 517 519.FP FF 8.36 a 9.50P 51 L F 51F B e F5 018.5 g 519.3FP 5 FF .72 9.10 518 F 51FP F s 58.72 19.2P 51 FF 5F a 67 s .35 518. F 519FP F L 8.50 P 51 F 0 18.3 Lot 25R FP 5 .10 518 FP 5 18.2 R FP 5 E L FG 518.25 .35 518 FP o PHASE 4 W t O FG 518.06 1 FG 517.43 I X D A COPPELL, TEXAS s T a g s D s OLD TOWN ADDITION H FG 517.20 R S . O OLD TOWN ADDITION (MAIN ST) O . W U s a TW 517.76 s TW 517.91g s . TW 517.87 TW 517.48 ) TW 517.31 TW 517.11 T TW 516.86 TW 516.91 TW 517.06 TW 517.16 H FG 517.00 s a g 1/2" IRFC C.M. POINT OF BEGINNING s a g T E E R T S S N R U B ) . .W .O R T O FO .0 0 6 (A S R E H T O 41 0 Y 3 . B G P T, N 51 0 E 1 8 M L. E O V V s A P a G IN T g S I X E T. . .C D . .R P . O s a g s a g LOT 3, BLOCK 4 COPPELL COMMERCE CENTER VOL. 99228, PG. 79 O.P.R.D.C.T. s a g s a g s s s a g s s 1/2" IRFC C.M. s a g s s T TREE VIS S TRA .) H R.O.W LE WIDT VARIAB (A 074924 . 201100 OC. NO D s . .R.D.C.T O.P a g s s s 1/2" IRFC s s 1/2" IRFCsFP 517.10 P 517.40 F FP 517.80 518.20 FP 18.10 FP 518.60FF 5 FF 518.40 FP 518.90.80 0FF 518 FP 518.9FF 519.20 18.900 FP 5FF 519.6 FP 518.70.90 50FF 519 FP 518.519.90 18.40FF .40FP 5FF 519.90 FP 5189.70 FF 51 519.50 FF FF 519.40 519.40 s FF a g s s s C s 0.58 s s ) 6"G (8.0% (9.5%) 6"G 6"G (9.5%) 6"G (9.4%) 4%) 6"G (9. UTILITY EASEMENT"G (9.0%) 6 6"G (7.7%) %) 6"G (8.7 G (8.8%) 6" 6"G (8.5%) 6"G (8.1%) (6.7%) 6"G 4.64 s a ss ss ss g ss ss ss s s ss ss ss ss ss ss s s ent ity Easem 10' Util 1/2" I.R.S. 518x61 H x80 518 518x97 8x97 51 518x92 1/2" IRFC5 ne u 5 i 1 ld 8x in 7 g Li 55 20' B A 518x 518x35 518x50 0 518x6 C M 517x50 1/2" I.R.S. 1/2" I.R.S. ( V s A O M a O g 6 ( L 0 A OP . O . 0 517x05 8s V .P N s P1 F A 0 . O R DE 5 R O .1 WATER AND SEWER D S I ,L EASEMENT T A . P C L B R G S PHASE 4 . T .L . O T .E R 3 . 0W R W O 4 . 1 E ) I s D A a E g COPPELL, TEXAS T D T H s Line ' Building 9s OLD TOWN ADDITION R S . O O 5' UTILITY. W EASEMENT U . ) T OLD TOWN ADDITION (MAIN ST) H Right-of-Way T STREET R.O.W.ASEMEN ILITY E 5' UT s a Dedication g STREET R.O.W.23,226 s.f. 1/2" IRFC (See Note 4 this sheet) C.M. T E RE T S S RN U B .) .O.W R OT FO 0.0 A 6 ( S ER s H T O 41 Y. 30 B PGa T 1, EN 105 M. 8 E OLg V V PA G N TI IS X E. C.T .D. .R O.P 1/2" I.R.S. 1/2" IRFC C.M. s a g s a g DRAINAGE CALCULATIONS AREA NO.DRAINAGETIME OFRUNOFFINTENSITYDESIGN FLOW s AREACONCENTRATIONCOEFFICIENT"I100""Q 100" (CFS) 100-YEAR INLET CALCULATIONS a g (ACRES)MINUTES"C"(INCHES/HR) COMMENTS INLET CARRYTOTAL DESIGNOVERFLOWTYPE OFBYPASS ID NOTYPED.A.FLOODQpqQoSTREETSoyLWSeLtEQiq NOYRSCFSCFSCFSSECTIONFT/FTFTFTFTCFSCFSNOTES A1.17100.908.889.35PROP. INLET BY OTHERS s a B0.94100.908.887.51RELOCATED CURB INLET g C0.58100.908.884.64EXISTING GRATE INLET D3.13100.908.8825.01PROPOSED INLET A-1 **CAPACITY BASED ON WEIR EQUATION s ASSUMED 60% EFFICIENT DUE TO CLOGGING a g s s s a g .10 FP 517 7.40 FP 51 s 0 s 517.8 FPs .20 P 518 F10 F 518.s 518.60F FP 0 F 518.4 0F 518.9 FP8.80 FF 51 8.90 FP 51 519.20 FF 0 518.99.60 FPFF 51 .70 P 518 F19.90 FF 5 18.50 FP 50 F 519.9 0F 518.4 FP19.90 18.40FF 5 FP 5 519.70 FF 50 F 519. F 19.40 FF 5 .40 FF 519 s s s a g s s s s s s G s a g k c s s o s l s 8.0%) 6"G ( ) 6"G (9.5% (9.5%) B 6"G %) 6"G (9.4 G (9.4%) 6" UTILITY EASEMENT.0%) 6"G (9 ) 6"G (7.7% 8.7%) 6"G ( %) 6"G (8.8 (8.5%) 6"G .1%) s 6"G (8 s) 6"G (6.7% s s ss ss ss ss ss ss s ss ss ss a ss ss ss g ss ss ss ss ss ss ss ss ss ss s s ss s ss s t men ase tility E 0' U 1 G 1/2" I.R.S. s a PI: 0+29.25 g s s 1/2" IRFC ine ing L Build 20' C Lot 24R 1/2" I.R.S. Lot 23R 1/2" I.R.S. Lot 22R Lot 21R Lot 20R Lot 19R Lot 18R O Lot 17R Lot 16R Lot 15R C s Lot 14R a ( g A o P s s m V P m A o E R n WATER AND SEWER 0 517.8 FF .25 F 518 I F L A 9.36 EASEMENT F 51 F 5 A 19.5 FF 5 .72 519 FF0 16.8 9.72FP 5 F 51 F.25 s r 67 517 519.FP FF 8.36 a 9.50P 51 L F 51F B e F5 018.5 g 519.3FP 5 FF .72 9.10 518 F 51FP F s 58.72 19.2P 51 FF 5F a 67 s .35 518. F 519FP F L 8.50 P 51 F 0 18.3 Lot 25R FP 5 .10 518 FP 5 18.2 R FP 5 E L .35 518 FP o PHASE 4 W t O 1 3 0 2 I X . 0 D A 3 + 5 COPPELL, TEXAS 1 s + T a 4 g s :D s OLD TOWN ADDITION H P E ne g Li uildin 9' B R S 1 . 4+00 O OLD TOWN ADDITION (MAIN ST) O 3+00 2 5' UTILITY . +00 2 W EASEMENT U s a s g s . ) T WATER SERVICE AND PI: 1+31.53 METERS BY OTHERS H (TYPICAL) Right-of-Way NT EME STREET R.O.W.AS TY E TILI 5' U Dedication s a g STREET R.O.W.23,226 s.f. 1/2" IRFC (See Note 4 this sheet) C.M. s a g T E E R T S S N R U B ) . .W .O R T O FO .0 0 6 (A S R E H T O 41 0 Y 3 . B G P T, N 51 0 E 1 8 M L. E O V V s A P a G IN T g S I X E T. . .C D . .R P . O s a g WATER METER SCHEDULE TYPESIZE NO. DOM.3/4"12 s IRR.1-1/2"1 a g s a g Page: 8 Number: 1 Author: gmarshall Subject: Pencil Date: 1/6/2017 4:10:57 PM Move all cleanouts to inside the utility easement. Number: 2 Author: gmarshall Subject: Group Date: 1/6/2017 4:12:10 PM Straighten out the cleanout to the side of the building at lot 24 R. Include an easement for the manhole construction. 535535 530530 525525 STA. 4+53.23CONSTRUCT 4' DIA. SSMHFL. 8" W 510.92RIM EL. 518.00 STA. 0+29.25CONSTRUCT 4' DIA. SSMHFL. 8" S 509.15FL 8" N 509.05RIM EL. 518.15 STA.0+.00STA. 1+31.53CONSTRUCT 4' DIA. SSMHFL. 8" W 509.54FL 8" E 509.64RIM EL. 518.15 CONNECT TO EX. 4' DIA. SSMHFL. 8" S 508.90FL 8" N 508.80RIM EL. 517.58 Proposed Ground 520520 Existing Ground 515515 @ 0.40% 8" PVC PVC 8" 0.40% 8" PVC @ 5% @ 0.5 510510 PHASE 4 COPPELL, TEXAS 505505 OLD TOWN ADDITION FL OLD TOWN ADDITION (MAIN ST) FL 508.90FL 509.04FL 509.22FL 509.32FL 509.42FL 509.52FL 509.71FL 509.81FL 509.91FL 510.01FL 510.11FL 510.21FL 510.31FL 510.41FL 510.51FL 510.61FL 510.71FL 510.81FL 510.91 500500 0+001+002+003+004+004+53 1"=20'H/5'V s s s a g .10 FP 517 7.40 FP 51 s 0 s 517.8 FPs .20 P 518 F10 F 518.s 518.60F FP 0 F 518.4 0F 518.9 FP8.80 FF 51 8.90 FP 51 519.20 FF 0 518.99.60 FPFF 51 .70 P 518 F19.90 FF 5 18.50 FP 50 F 519.9 0F 518.4 FP19.90 18.40FF 5 FP 5 519.70 FF 50 F 519. F 19.40 FF 5 .40 FF 519 s s s a g REMOVE AND REPLACE EXISTING ALLEY PAVEMENT s s s s PER CITY STANDARDS EXTEND TO SAW JOINTS AS SHOWN s s REMOVE AND REPLACE EXISTING 4' x 4' G EXISTING ALLEY PAVEMENT s GRATE INLET a g k PER CITY STANDARDS TO REMAIN c EXTEND TO SAW JOINTS s s o s AS SHOWN l s 8.0%) 6"G ( ) 6"G (9.5% (9.5%) B 6"G %) 6"G (9.4 G (9.4%) 6" UTILITY EASEMENT.0%) 6"G (9 ) 6"G (7.7% 8.7%) 6"G ( %) 6"G (8.8 (8.5%) 6"G .1%) s 6"G (8 s) 6"G (6.7% s s ss ss ss ss ss ss s ss ss ss a ss ss ss g ss ss ss ss ss 1 ss ss ss ss ss CONNECT TO EX. 18" RCP s s ss s ss s 2 t men ase tility E 0' U 1 G CONSTRUCT 5' INLET TOP INLET EL. 515.65 1/2" I.R.S. F.L. 18" 512.15s a g s s REMOVE EXIST. 5' CURB INLET 1/2" IRFC ine ing L Build 20' PLUG EXIST. 18" R.C.P. C Lot 24R 1/2" I.R.S. Lot 23R 1/2" I.R.S. Lot 22R Lot 21R Lot 20R Lot 19R Lot 18R O Lot 17R Lot 16R Lot 15R C s Lot 14R a ( g A o P s s m V P m A o E R n WATER AND SEWER I L A EASEMENT A s r a L B e g s a s L Lot 25R R E L o PHASE 4 W t O 1 I X D A COPPELL, TEXAS s T a g s D s OLD TOWN ADDITION H ne g Li uildin 9' B R S . O OLD TOWN ADDITION (MAIN ST) O 5' UTILITY . W EASEMENT U s a s g s . ) T H Right-of-Way NT EME STREET R.O.W.AS TY E TILI 5' U Dedication s a g STREET R.O.W.23,226 s.f. 1/2" IRFC (See Note 4 this sheet) C.M. s a g T E E R T S S N R U B ) . .W .O R T O FO .0 0 6 (A S R E H T O 41 0 Y 3 . B G P T, N 51 0 E 1 8 M L. E O V V s A P a G IN T g S I X E T. . .C D . .R P . O s a g s a g s a g Page: 10 Number: 1 Author: gmarshall Subject: Pencil Date: 1/6/2017 4:14:45 PM Early conversations were to bore directly into the MH. Why the change? How will resident's going to have access to their house/garage? How will trash work? Will the contractor use High early concrete? How long is this step going to take? Number: 2 Author: gmarshall Subject: Pencil Date: 1/6/2017 4:25:33 PM Show proposed grades and elevations of TC/GUT and slope s s s a g .10 FP 517 7.40 FP 51 s 0 s 517.8 FPs .20 P 518 F10 F 518.s 518.60F FP 0 F 518.4 0F 518.9 FP8.80 FF 51 8.90 FP 51 519.20 FF 0 518.99.60 FPFF 51 .70 P 518 F19.90 FF 5 18.50 FP 50 F 519.9 0F 518.4 FP19.90 18.40FF 5 FP 5 519.70 FF 50 F 519. F 19.40 FF 5 .40 FF 519 s s s a g 13R LOT R OT 12 L T 11R LO 0R LOT 1 s 9R s LOT s T 8R LO s 7R LOT R OT 6 L T 5R LO R LOT 4 3R LOT OT 2R L s SILT FENCE s BLOCK G G s OLD TOWN ADDITION a g k DOC. NO. 201200115939 c O.P.R.D.C.T. s s o s l s 8.0%) 6"G ( ) 6"G (9.5% (9.5%) B 6"G %) 6"G (9.4 G (9.4%) 6" .0%) 6"G (9 ) 6"G (7.7% 8.7%) 6"G ( %) 6"G (8.8 (8.5%) 6"G .1%) s 6"G (8 s) 6"G (6.7% s s ss ss ss ss ss ss s ss ss ss a ss ss ss g ss ss ss ss ss ss ss ss 20' ALLEY ss ss s s ss s ss 1 s OLD TOWN ADDITION DOC. NO. 201200115939 O.P.R.D.C.T. G 1/2" I.R.S. FG 518.37 s FG 518.20 a FG 518.00 FG 517.75g FG 517.80 FG 517.95 8x61 51 s 8x80 51 s 97 518x 7 518x9 8x92 1/2" IRFC51 x75 518 8x55 51 x35 518 0 18x5 5 60 518x C FG 518.05 Lot 24R 0 517x5 1/2" I.R.S. Lot 23R 1/2" I.R.S. Lot 22R Lot 21R Lot 20R Lot 19R Lot 18R O Lot 17R Lot 16R Lot 15R C s Lot 14R a ( g A o P s s m 05 517x V P FG 518.42 m A o E R n 0 517.8 FF .25 F 518 I F L A 9.36 F 51 F 5 A 19.5 FF 5 .72 519 FF0 16.8 9.72FP 5 F 51 F.25 s r 67 517 519.FP FF 8.36 a 9.50P 51 L F 51F B e F5 018.5 g 519.3FP 5 FF .72 9.10 518 F 51FP F s 58.72 19.2P 51 FF 5F a 67 s .35 518. F 519FP F L 8.50 P 51 F 0 18.3 Lot 25R FP 5 .10 518 FP 5 18.2 R FP 5 E L FG 518.25 .35 518 FP o PHASE 4 W t O FG 518.06 1 FG 517.43 I X D A COPPELL, TEXAS s T a g s D s OLD TOWN ADDITION H FG 517.20 R S . O OLD TOWN ADDITION (MAIN ST) O . W U s a TW 517.76 s TW 517.91g s . TW 517.87 TW 517.48 ) TW 517.31 TW 517.11 T TW 516.86 TW 516.91 TW 517.06 TW 517.16 H FG 517.00 s a g 1/2" IRFC C.M. POINT OF BEGINNING s a g T E E R T S S N R U B ) . .W .O R T O FO .0 0 6 (A S R E H T O 41 0 Y 3 . B G P T, N 51 0 E 1 8 M L. E O V V s A P a G IN T g S I X E T. . .C D . .R P . O s a g s a g LOT 3, BLOCK 4 COPPELL COMMERCE CENTER VOL. 99228, PG. 79 O.P.R.D.C.T. s a g Page: 11 Number: 1 Author: gmarshall Subject: Group Date: 1/6/2017 4:26:24 PM Provide inlet protection for all existing and new inlets EROSION CONTROL PLAN 6" DEEP GABION BASKET WITH 1 STONE RIPRAP TYPE C FLOW (S.D.H. & P.T. SPEC. ITEM 432) FLOW DRAINAGE INLET TO BE INSTALLED AT EACH LOW POINT INLET LOW POINT CURB INLET CURB INLET PROTECTION ON GRADE SEDIMENT FILTER N.T.S. PHASE 4 COPPELL, TEXAS OLD TOWN ADDITION OLD TOWN ADDITION (MAIN ST) HAY BALE ( TYP. ) CATCH BASIN 4" VERTICAL FACE EMBEDDING DETAIL TWO "T" POST (POSTS 6" MIN. IN GROUND)GENERAL EROSION CONTROL NOTES "T" POST TOWARD PREVIOUSLY LAID BALE INLET PROTECTION FOOTBALL FIELD INLETS ONLY N.T.S. WIRE OR NYLON BOUND BALES PLACED ON THE CONTOUR ANCHORING DETAIL HAY BALE DETAIL N.T.S. 1/3 PIPE DIAMETER 3/4" PLYWOOD BACKFILL GROUND BURY BOTTOM OF PLYWOOD DUE TO ANY STOPPAGE IN CONSTRUCTION OR AT COMPLETION OF LINE, CONTRACTOR SHALL INSTALL 3/4" PLYWOOD OVER END OF PIPE AND BACKFILL TO SECURELY HOLD IN PLACE TO PREVENT SEDIMENT FROM ENTERING PIPE PLYWOOD PROTECTION AT PIPE Page: 12 Number: 1 Author: gmarshall Subject: Pencil Date: 1/6/2017 4:27:21 PM Reference standard City details not Inlet protection for football fields.