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Item 4E PlansLOT 13 JJ FRESHOUR NO. 521 ADDITION CAB. A, SLIDE 8323 P.R.T.C.T. LOT 15 HILLSIDE ESTATES V.388-181, P.6 P.R.T.C.T. MARY LOU WILSON INST D20536 81 D.R.T 682 N 89 °19' 54''E 16 OAK 328.60' --— — — — —— — ----- S' U.E. tyr 20' B.L. 2 OAK DRIVEWAY TO U8E EX. DRIVE A CH ON RA w CHA LES W FREE 6 I 3-12 KS 04 SHIRLEY E FREE / I o yo V.54 5, P.954 D. .T.C.T. I 1 0 J M 1 ` V 1 * 10 OAK - HOUSE LOCATION I 'i 16 AK LOT 17 1 06 ACRES CU I I I O M 20' B.L. 1---------1 m I — - OAK v I 54'�N 5' U.E.---- — — — —— —321 �I — ------1&4�a 5 �.E---- -I - - -- -1�-75'- I I I 1 I I I I I 40' B.L. -- C� 1 40' B.L. � Q 1 � I I w c�V I I� I a w IL 0 LOT 18 m Cb LOT 19 + 1.05 ACRES o/� . 07 ACR� 22 OAK I I Fclj� J of 680 0 QI I I I o f I I I Z .00A I- - * WI kI I I I I I I I Ir I ------------ — Q 15 40' B.L. 10 14 1 T I I II I -- - -- 10'-- .W_E----- S 84°22'G1'I'W s s 3s s�E IN ALL 4' SANITARY SEWER SE HIL IDE CT j INSTALL ( WATER SERVICE 3 (60 ' 0. W . )' W W EX. 6' WA . IAS Td�L 0 10 20 30 50 100 SCALE IN FEET 1 INCH = 30 FEET LOT 2 HILLSIDE ESTATES V.388-1B1, P.6 P.R.T.C.T. I HOUSE LOCA I 1 I 740' B.L. 1 0KK Q 1 10' U.E. 8 S.W.E. r---- r,,,, --�` IMAMA � 315.23' LOT 1 HILLSIDE ESTATES V.388-161, P.6 P.R.T.C.T. VG 4' SERb I9 ) IJ M M EX. To EX. 6'x3' GRATE INLET 'x3'IGRA TE 'X. WATER TOLOT I EX. 6'x3' GRA INLET LJ Q CD L J co H J � O O O z Q� INLET 0 F. J EX. 'x3' GRA INL s S PREPARED FOR; FRED JOYCE CONSTRUCT/ON Attn. Fred Joyce 455 Rando/ Mill Road = Southlake, TX 76092 Tel.817-475-1812 Legal Descriotion WHEREAS Charles W. Free and Shirley E. free are the owners of a 3.176 acre tract of land in the City of Southlake, being in the JJ Freshour Survey, Abstract 521, Tarrant County, Texas and being that some tract of land described in Volume 5435, Page 954, Deed Records of Tarrant County, Texas, and being more particularly described as follows: BEGINNING at a 1/2—inch iron rod marked 'TO BURKS 5509' at the southwest corner of said tract, also being the southeast corner of Lot 15, Hillside Estates, as recorded in Volume 388—I81, Page 6 of the Plat Records of Tarrant County, Texas, THENCE North 00°43'42' West, a distance of 418.92 feet to the 5/8—inch iron rod a the northwest corner of said tract and southwest corner of a tract of land to May Lou Wilson as recorded in Instrument No. D205369981 of the Deed Records of Tarrant County, Texas, THENCE North 89' 19'54' East, a distance of 328.60 feet to a 1/2—inch iron rod marked ' TO BURKS 5509' on the west right—of—way of Randal Mill Road, THENCE South 01° 13'25' East, a distance of 404.99 feet along the west right—of—way of Randal Mill Road to a 1/2—inch iron rod marked 'TO BURKS 5509' , THENCE South 43°44'28' West, a distance of 19.80 feet to a 1/2—inch iron rod marked ' TO BURKS 5509' on the north right—of—way of Hillside Court (a 60 feet right—of—way ), THENCE South 89°22'01' West, a distance of 318.23 feet along the right—of—way of Hillside Court RETURNING to the Point of Beginning and containing 3.176 Acres, more or less. Site Data Summary Chart Anticipated Schedule of Development: Start Date: July 1, 2017; Completion Date: August 1, 2017 Existing Zoning: AG: Agriculture Proposed Zoning: SFAA, (1.00 acre minimum lot size) Land Use Designation: — Low Density Residential. Proposed Use: — Single family residential subdivision. Gross and Net Acreage: Gross: 3.176 acres; Net: 3.176 acres Number of Proposed Lots: — 3 Residential Density: — 0.95 units/acre Impervious Coverage Site shall not exceed the maximum impervious coverage permitted under the zoning district. NOTES: I. All existing structures are to be removed. 2. Sidewalks shall be required to be constructed with each dwelling. (The required sidewalk on F.M 1938 was constructed with roadway improvements ). 3. Any fence along F.M. 1938 will have to meet the requirements of Section 43 — Corridor Overlay Zone 43.9.c.l.f regarding architectural fencing, which requires masonry matching the building, wrought iron or living plant material. It shall not run in a straight line without being off —set by a minimum of 6 feet every 60 feet and it shall be located no closer to the right of way than one—half the width of the required bufferyard. 4. A 15' — Q type bufferyard is required adjacent to the right—of—way of Randal Mill Avenue on the Lots 17 and Lot 19. A 15' — Q bufferyard consist of the following plant material per 100' linear distance. 2 — Canopy Trees 3 —Accent Trees C P. 10 —Shrubs CANOPY TREE V ri 0 20 ri410013TS oc r`�y4 '• ;y� P.O. BOX 471898 RD T. KELLIE FORT WORTH, TX 76147 35492 ' ..S TEL. 817.455.1396 =eNs'`v. ` FIRMNO' 7585 NK E L L I E ENGINEERING. INC. A. C. ACCENT TREE SHRUB CONCEPT PLAN FOR LOTS 17, 18, AND 19; J.J. FRESHOUR NO. 521 ADDITION SITUATED IN THE J J FRESHOUR SURVEY, ABSTRACT NO. 521 CITY OF SOUTHLAKE, TARRANT COUNTY, TEXAS APRIL 17, 2017 ZA17-026 1 Y P- �� IMP _ o ft I t I in ; EX. 6'x3GRATE INLET MARY LOU WILSON INST D2Q536 D.R.T / n Q 2 lJ rn LEGEND LOT GRADING NOTES, GRADING PLAN IS DESIGNED FOR SURFACE RUN-OFF PER GENERAL \ t4 P GUIDELINES FOR LOT -TO -LOT DRAINAGE AND ACCEPTABLE SLOPES FOR GRASS SWALES. IN89°19'54 " E 16 OAK 328.60' s' s s s s/e• IIIF 0632.40 PROPOSED SPOT GRADE ALL DISTURBED AREAS SHALL BE SODDED OR SEEDED TO PREVENT —— — —EROSION AND SILT RUN-OFF TO NEIGHBORING PROPERTIES OR TO LOT 13 5u.E.SURROUNDING OAK iTA X 632.I3 EXISTING SPOT GRADE CITY STREETS. JJ FRESHOUR NO. 521 ADDITION 20' B.L. m INLL SILTI Ex. EWER s RVICECAB. ro L THE BUILDER WILL BE RESPONSIBLE FOR SILT FENCING AND OTHER EROSION A, SLIDE 8323 70' to F NCE. Ex 'x3'GRATE —x x— EXISTING FENCE CONTROL MEASURES DURING CONSTRUCTION. P.R.T.C.T. I / E Iw CHA LES W FRE & 0� SHIRLEY E F E J ✓ m 3A K� I _ -633 EXISTING CONTOUR THE BUILDER WILL BE RESPONSIBLE FOR KEEPING SURROUNDING CITY STREETS AND DRAINAGE STRUCTURES FREE FROM DEBRIS AND SILT DURING v.SA a, R.ga D. .r.c y n ; I FLOW DIRECTION CONSTRUCTION. INLET SCREENS MAY BE REQUIRED BY THE CITY IF EXCESSIVE SILT RUN-OFF IS EVIDENT. INST L TREE wl� T m 1� 10 AK PRO ECTION. �I ,.' LOT 17 -I I 1.06 ACRES v �. / WM EX. WATERS VICE W TO LOT I TREE PROTECTION FENCING CU 1 20' B.L. 1n I OAK v 1 — 92 0 L54' — 5' U.E. — — — 8 — �IJ — — —I I— J. E. , EX. 6'x3' GRA INLET LLJ . a �. LHIgh ' B.L. 40' B.L. C_ shY40' J f0 _—'- I� LOT 15 <O O PROTECTIVE FENCING: Orange Vinyl construction fencing, chain link HILLSIDE ESTATES " O O fencing, snow fencing or other similar fencing at least four feet (4') high and V . 368-181, P . 6 \ w w D Q Z supported at a maximum of ten -foot (10') intervals by approved methods sufficient P.R.T.C.T. 60 j I CIE enough to keep the fence upright and in place. The fencing shall be of a highly I LOT 18 I I LO 19 � � visible material. 1.05 S INSTALL R �, m O7 ACR o m PRIOR TO CONSTRUCTION: The contractor or subcontractor shall construct c� \�PRQT PICAL N 0 4 and maintain, for each protected tree or group or trees on a construction site, a . 0 protective fencing which encircles the outer limits of the critical root zone of the 22/ OAK pp trees to protect it from construction activity. All protective fencing shall be in place \ INSTALL S LT a prior to commencement of any site work and remain in place until all exterior work J J FENCE. has been completed. m m 0 680 ON x3' RA E INLET 90, 90, c I - I I I z l o O m I I I I o eY 40' B.L.�AK —� 40' B.L. 679 NL. 'x3'cRA / \ 679 ` 16/0 18\ OAK 78/ 9 rL0 677 0U.E. SSW.E — — 67 6 — �O Y � sc �S' _� wm 164 . 1/2" IRSC . _ �c'G1' d 23 1/2" I S Brs• S 3 S S EX. 8'SSEWER INE S S S IN ALL 4' SANITARY SEW S VIC H I L I D E C T EXIG�ING 4` NARY _ INSTALL f WATER SERVICE SEW R SERVIC ' 3 (60 D. W. )' 3 L T19, N N EX. 6" WAT �/AIS T I" WAT " W GRADING & UTILITY PLAN 1/2• IRF FOR 3 LOTS 17, 18, AND 19; PREPARED FOR: PREPARED BY: LOT 2 LOT 1 ,Pr,y J.J. FRESHOUR NO.521 ADDITION HILLSIDE ESTATES FREDJOYCECONSTRUC'I�/ON IIS HILLSIDE ESTATES V.3P.6 V.388-181, P.6 Attn: Fred JOyCe °` f ; * °EDWARDY. P.O. BOX SITUATED IN THE o fo 20 so so Ioo , P.R.T.C.T. P.R.T.C.T. T. C. T. 455Rando/Mill Road KELLIE % S FORT WORTH, 7X76147 J J FRESHOUR SURVEY, ABSTRACT NO. 521 SCALE IN FEET = Southlake, TX 76092 a ;• 85492 MR TEL: 817.455.1396 CITY OF SOUTHLAKE, TARRANT COUNTY, TEXAS 1 INCH = 30 FEET Tel.817-475-1812 F/RMN0:7585 i wit APRIL 17 2017 K E L L I E ZA17-026 3-13 ENGINEERING. INC. Pa @ 1 Of 2 DRAINAGE MAP TA ..,tee TI a � I +r ' Ithk 00 .200. 300 SCALE IN FEET 1 INCH . 100 FEET PRF.nFVFI npFn nRAIRtAne rAl rill ATIn ATe Toe nOM Ov ow5 El 01�i0xpiDwWrp�tll nNpRPa . Nx roRDxN.mp Ap xHx YMRY NSW L �I gINMP ro pwA xOM•11 irpxmalpworNlPAYucIVNRrnAWAY vwMM xwLN exleaxANAw,IR,aAeAPreIIMRpaDNopNnMlsI.LIR Nm AMq.Sp11PMN,ODxN0.UxxnRuOVN YE weRw, pp� � �inpaw N°*o+a'N00vvuml •Ysx1 IAIMMO,.Y.YIw�Y 0..PpP�1WRD0I1,N9NAGpNpN4 �•,�,��r .NN...MI...MI.xx.NP TEMPORARY CONSTRUCTION EXIT POINT_ � DETAIL scree min InMr Oh Inlhr cis Inlhr oh Inthr Ofe Ii ah OS-1 2.50 0.52 15 3.90 5.1 4,86 6.3 6.46 8A 7.20 9.4 7.98 10.4 Drainages southeast to 3 acre tract OS-2 3.80 0.52 15 3.90 7.7 4.86 9.6 6.46 12.8 7.20 14.2 7.98 15.8 Drains southeast to 3 acre tract A 1.23 0.30 15 3.90 1.4 4.86 1.8 6.46 2.4 7.20 2.7 7.98 2.9 Drains east to Randol Mill Road B 1.04 0.30 15 3.90 1.2 4.86 1.5 6.46 2.0 7,20 2.2 7.98 2.5 Drains southeast to Randol Mill Road and Hillside Court C 1.03 0.30 15 3.90 1.2 4.86 1.5 6.46 2.0 7.20 2.2 7.98 2.5 Drains southeast to Randol Mill Road and Hillside Court P[TST.OFUFI rTPFn nRAIMAr:F rAl rill ATIn AIo AcreageArea acres Factor min Inlhrlots) Inlhr oft Inlhr(aft) MME cis) (111 oh OS-1 2.50 0,52 15 3.90 5.1 4.86 6.3 6.46 8.4 7.20 9.4 7,98 10.4 Drainages southeast to Lot 17 OS-2 3.80 0.52 15 3.90 7.7 4.86 9.6 6.46 12.8 7.20 1 4.2 7.98 15.8 Drains southeast to Lot 18 A 1.23 0.52 15 3.90 2.5 4.86 3.1 6.46 4.1 7.20 4.6 7.98 5.1 Drains east to Randol Mill Road B 1.04 0.52 15 3.90 2.1 4.86 2.6 6.46 3.5 7.20 3.9 7.98 4.3 Drains south toHillside Court C 1.03 0.52 15 3.90 2.1 4.86 2.6 6.46 3.5 7.20 3.9 7.98 4.3 Drains southeast to Randol MITI Road and Hillside Court SouthleNe Code of OrdInencas • refer to City of Fort Worth Drainage Design Criteria, ORIGINAL AND PROPOSED LAND USE IS LOW DENSITY RESIDENTIAL. Calculation determined by using the Rational Method C•CIA. C =0,52 for 0.5+Acre lot size, 0.30 for undeveloped areas Intenelties derived from Table A -le, Tarrant County, NCTCOG ISWM Design Manuel for She Development, FORT WORTH EDITION SILT FENCE DETAIL �..t F.%%%, , EDWARD T KELLIE �L5492 AFEN5�0,:' J NAi 3-i3-�t7 PREPARED BY: ..11 S 1 Yi t II II It II`I II a II�II II It I`tt,ll �� II II eSagatla➢t1An HAY BALE DIKE P.O. BOX 471898 FORT WORTH, TX 76147 TEL: 817.466.1396 FIRM NO: 7585 K E L L I E ENWIN68RIN0, INC. CURB INLET- PROTECTION I- BERM BENERAL NOTES I, USE ONLY OPEN BRAVED ROBL 4-0 MINES N .1-TIN 1. STREAM ROW DONNUBIT USE OPDI LNAOED "ON J s IxONES N BAMETER FOR OI11ER CONBTIBIS. D. ITS RO N TERM SNAIL RE. SECUREO NN A No— NAIL SHEAIIANG HAVING A MAGNUM OPENING OF I INCII AND A MIN MUM NITRE SIZE OE N MOE AND SHALL BE IIURIrO N A INENOI APPRONNATELY ! 10 A 111, DEEP. ROPN BERM SHALL BE INSPECTED MY TYID WEKS ON AFTER EACH 1 Z' RAN EVENT AND SNARL BE REIN.ACED WHEN THE STRGCNRC CASES TO FUNCTION AS INIEOCD OUE 10 SILT ACCIIMUlAT10N -0 THE ROOFS. viASNCTI. CON TRUCIION 1RARIC DAMAGE. EX. n. 'AHEM Sxi REACHES A CPIN Ce1AL TO ONE-TMRD IX IC HEIGHT W 1. DER. OR BIE FOOT. WI W. IS LESS, NE SNl SHAl1 RE REMOVED AND THWOSED B PRWERLY. D. WHEN IM. SITE IS COMPLEAI.Y STABILIZED, THE BERM AND ACCUMULATED SILT SIIALL BC REMOVED AND OOPOSED . IN AN AFAR-D MANNER. e ROCN OEM SHOULD BE USED AS BEBL DAMS FOR CONCENTRATED FLOW AND ARE NOT NTENDED FOR USE IN PERMIEIER PROIECRON. PUBLIC yIORKR oLM-1.JANENi ENOINEERNO D STANDARD CONSTRUCTION DETAILS DRAINAGE EROSION CONTROL DETAILS Hv.,lAr.wn Ims"N IaeTr SD-9 DRAINAGE ANALYSIS FOR LOTS 17, 18, AND 19; J.J. FRESHOUR NO.521 ADDITION SITUATED IN THE J J FRESHOUR SURVEY, ABSTRACT NO.521 CITY OF SOUTHLAKE, TARRANT COUNTY, TEXAS APRII 17. 9r117