February 12, 2014 Corwin Engineering, Inc. C/O Warren Corwin 200 W. Belmont Allen, TX 75013 RE: CASE #14-003PF – Approval of a Preliminary-Final Plat for 147 Single Family Residential Lots (Robinson Ridge, Phase V), Being Fewer than 60 Acres, Located on the East Side of County Road 161 and Approximately 3,100 Feet North of Wilmeth Road Dear Mr. Corwin: On February 11, 2014, the Planning and Zoning Commission approved the preliminaryfinal plat the Robinson Ridge Phase V Addition, which was received by the Planning Department on February 5, 2014. The approval is conditioned as follows: 1. The applicant satisfy the conditions as shown on the Standard Conditions for Preliminary Plat Approval Checklist, enclosed. Prior to filing the plat for record: 2. The applicant revise the plat to add street names to all unnamed streets. Please submit a compact disk containing .PDF files of all of the plans needing revisions to the Planning Department, Attention **Steven Duong**. A revised plat meeting the conditions of approval is required before a building permit can be issued. Prior to the issuance of a certificate of occupancy, a plat for the subject property must be filed. As part of a continuing effort to improve service to applicants, the Planning Department is asking applicants to complete and return the enclosed survey. Please include any comments or suggestions on how we can provide better service to applicants. If you have questions about the approval of this item, please contact the Planning Department at 972-547-2000. Sincerely, Steven Duong Planner I cc: Dana Stillwell, Project Expeditor Karen McCutcheon, Planning Technician Enclosures Plat Filing Procedure The following items must occur following approval so the plat can be filed with the County. 1) Staff review Please submit one (1) paper copy of the plat to the Planning Department for final review and approval prior to printing original paper copy. This may avoid the need to correct or reprint plats that need revisions. The conditions of approval noted above must be met before the filing of the plat. Once all conditions of the approval have been met on the plat, the applicant submits three (3) original paper copies of each sheet to be filed, with legible seals and signatures. All notaries should write their expiration date with their signature and seal. 2) Tax certificates The applicant must provide certified, original tax certificates for the property being platted showing that no taxes are due. Please note the Collin County Clerk will not accept tax certificates over 30 days old, as they are considered expired. For property inside the city limits, tax certificates are needed for the City, County, and the appropriate school district. The certificate for the City, McKinney ISD, and County taxes can be obtained by contacting Kenneth L. Maun, Tax Assessor Collector for Collin County, at 2300 Bloomdale Rd. Suite 2104, McKinney 75071 or by phone at 972-547-5020 or metro 424-1460 ext. 5020. 3) City’s Approval Certificate Once the original paper copies are acceptable for filing, they will be presented to the applicable city official for his signature. 4) Filing the plat After the Planning Department has the original paper copy and the tax certificates, the Planning Department will file the plat with the Collin County Clerk. After the plat is filed, the applicant, or their agent, will be notified to pick up their copy of the filed plat. Contact the Planning Department at 972-547-2000 for more information. Standard Conditions for Preliminary-Final Plat/Replat Approval Checklist The conditions listed below marked with a “ issuance of a permit: ” need to be satisfied by the applicant, prior to Submit a record plat or plats conforming to the approved preliminary-final plat, subject to review and approval by Staff. For residential uses, the record plat(s) must be filed before a permit is issued, and for non-residential uses, the record plat(s) must be approved before a permit is issued. Approval of screening and buffering plans, including irrigation, in accordance with Section 142-106 of the Subdivision Ordinance, and as amended, by the Director of Planning, and approval of final screening and buffering plans, including irrigation, by the Director of Planning, by prior to installation of materials. Approval of public improvement construction plans, including location of any required sidewalks, Hike and Bike Trails, and fire hydrants, by the City Engineer. Approval of utility construction plans by the City Engineer. Approval of grading and drainage plans by the City Engineer. Approval of the proposed street names within this development by the City Engineer. The applicant comply with the requirements of the Tree Preservation Ordinance and obtain any necessary tree permits within the time frames specified within the Ordinance, subject to review and approval by the City Arborist. The conditions listed below marked with a “ record plat for record: ” need to be satisfied by the applicant, prior to filing a Acceptance of all required public improvements by the City Engineer, unless otherwise specified within an approved facilities agreement. The applicant provide any additional easements as determined necessary by the City Engineer. Approval of annexation documentation, and filing thereof, incorporating the proposed development into the homeowners’ association for the proposed development, including the dedication of common areas, and it maintenance responsibilities, and be subject to review and approval by the City Attorney, and filed for record. The applicant satisfy park land dedication obligations, in accordance with Article VI of the Subdivision Ordinance, subject to review and approval by the Director of Parks and Recreation. Payment of median landscaping fees for medians within divided roadways, in lieu of the applicant landscaping and irrigating the medians, in the amount of $25.50 per linear foot for the distance parallel to the subject property. Prior to issuance of a building permit: Payment of impact fees in accordance with Ordinances 2013-11-109 (utilities) and 2013-11-108 (roadway), or as specified within an approved facilities agreement or development agreement. PLANNING DEPARTMENT SERVICE SURVEY Applicant: Project: Warren Corwin Staff Contact: Robinson Ridge Phase V Steven Duong Case #: 14-003PF The Planning Department consistently strives to provide quality, professional service to our applicants. In an effort to evaluate and improve our service, we ask that you answer the following questions and fax this survey to 972.547.2604 (attention: Director of Planning). Your responses are valued and appreciated! Please check the box of the answer that best describes your opinion on the topic. Communication Expertise Teamwork Customer Service Unacceptable Acceptable Excellent How would you rate your staff contact’s level of professionalism and courtesy toward you? □ □ □ How would you rate the other City departments’ (Fire, Engineering, Building Inspections, etc.) level of professionalism and courtesy toward you? □ □ □ □ □ □ □ □ □ How would you rate your staff contact’s knowledge of the City’s policies and procedures? □ □ □ How would you rate the other City departments’ knowledge of the City’s policies and procedures? □ □ □ How would you rate your staff contact’s ability to clearly communicate the City’s policies and procedures to you? □ □ □ How would you rate the other City departments’ ability to clearly communicate the City’s policies and procedures to you? □ □ □ How would you rate your staff contact’s ability to return your calls and/or emails within one business day? □ □ □ How would you rate the other City departments’ ability to return your calls and/or emails in a reasonable amount of time? □ □ □ How would you rate your staff contact’s ability to work with you to find a resolution to the issue(s) discovered through the processing of your case? How would you rate the other City departments’ ability to work with you to find a resolution to the issue(s) discovered through the processing of your case? N/A □ □ □ □ □ Please expand on responses provided above and/or provide comments on how we can better serve our applicants here: D. TIES, LT PROPER T N E M INVEST 5350 HRISTIE 1400433 FOUR C . 200811 O N E IL S F CLERK 110.63’ 52.51’ N00^45’04"W 2’ " " " " ’ 0 .0 N N12 0 105.24 ’ T G STREE 105.14 ’ N12 105.14 ’ N12 ^57 ’55 "E 120 .00’ " (50’ R.O .W.) " ^57 ’ 55 "E 120 .00’ " " N07^3 3’12"E 140.6 7’ " " " " 135.44’ S01^12’22"W 54’ S.S ’ N12 " " 4 50 ’R ^57 ’ 55 "E 120 .00’ 39.63’ " 57.82’ 117.21’ ^57 ’ 55 "E 120 .00’ " N12 50’ R=400’ ^57 ’ 55 "E 120 .00’ 105.11’ .E. 0’ 94 40.6 7’ 3. 71.8 .9 122 29 ’ 53 .8 ’ 7 9.3 0’ 12 51. 31 85’ 5"E 8’4 5^2 ’ .54 9 3 1 6’ 5’ 1"E ^59’1 ’ 8 .8 153 N78 34 186.44’ POPLAR DRIVE 60’ .9 0 & (60’ R.O.W.) 15’ S.S.E. (60’ R.O.W.) PROJECT TOTAL ACRES % 60’ 1 130.36’ 1/2 " iron rods with "CORWIN ENGR. INC." caps set at all 13 T= 73.72’ 12 L= 147.03’ B= N82^58’01"W C= 146.83’ B= N86^13’12"W 17 16 CH AS E 15 24 25 26 27 ROBINSON RIDGE PHASE V R= 780.00’ G D RI 67 N -1 II 6 O S 6 N SE . 1 BI HA G O P P R 7, 28 00 29 2 . L 30 O V OUT OF THE T= 349.26’ 12 B= N85^08’11"W 23 = 48^14’34" E C= 12.75’ 22 OF LA NE 13 L= 12.75’ 27R PRELIMINARY/FINAL PLAT 14 T= 6.38’ T= 89.39’ FO X = 00^18’51" R= 2325.00’ E D RI N 50 II SO E .1 S00^01’06"E N S G I A ,P B 11.48’ PH 10 RO 0 26R .2 25R L 24R O V 14 R= 800.00’ C= 171.71’ G N02%%d02’55"E W % 9 d4 3 .1 8’ 1 04 ’ " % 42 S S89%%d58’54"W 191.79’ = 10^31’50" L= 171.74’ R= 2185.00’ POINT OF BEGINNING R= 2445.00’ T= 85.91’ L= 656.75’ 11 C= 637.53’ 10 B= N67^21’50"W 9 "W 32 4’ ’ d1 2 % .5 % 86 43 1 street unless otherwise noted by bearing. = 04^01’29" S05%%d19 ’21"W 140.01’ 75 50’ CO MM ON NS AR PAC EA E/D J-1 RA I N AG 1.17 EE 0A SM CR T. ES LAKE FOREST US 0’ 11.79’ 48.32’ ANDREW S. STAPP SURVEY, ABSTRACT NO. 833 C= 178.63’ points of tangency, and angle points in public right-of-way B= N87^40’32"W unless otherwise noted. IN THE CITY OF McKINNEY COLLIN COUNTY, TEXAS 31 8 OWNER L= 178.68’ boundary corners, block corners, points of curvature, 6 23 1/2 " IRF = 04^41’07" 2. All lot lines are radial or perpendicular to the 5/8 " IRF N Plat Records of Collin County, Texas. S89%%d58’54"W 186.60’ 23 S05%%d01’ 15"W 120.00’ RIDGE OPE 2 118.03’ the City of McKinney, recorded in Volume P, Pages 877-878, in the 0’ 70.6 N00^01’06"W 60.00’ 120.00’ 60.00’ N00^01’06"W 120.00’ J N00^01’06"W 120.00’ N00^01’06"W 131.48’ 6 3 TOTAL COMMON AREAS 5/8 " IRF ’ 4 148 8’ 25 .26 5 TOTAL LOTS .1 R= 29.04’ 33.81’ 55 N00^01’06"W 117.31’ 1/2 " IRF 35.3 2’ 62.00’ 1. Bearing are referenced to Robinson Ridge Phase I, an addition to ’ 0’ 03 72 28 ’ 35 .18 . 32 60.00’ NOTES 126.82’ .76 R=25 60.00’ 60.00’ 60.00’ 33.78’ 18 17 FOX CHASE LANE (50’ R.O.W.) ’ 19 N00^01’06"W 51.5 2’ 55’ R N.T.S. 124.69’ 10.57’ 39.57’ 20 32.9 1’ 13.8 6’ 13.41’ N00^01’06"W N00^01’06"W 50.00’ 21 PHASE V-B 10 ’ 120.87’ 120.00’ 50.00’ .29 N00^01’06"W 23 50.00’ 50.00’ 45.00’ N00^01’06"W LOCATION MAP 24 " US HIGHWAY 380 60’ 25 " F.M. 161 (WILMETH RD.) 22 " 26 G 50’ RIDGE LILY 0’ 56 120.00’ CROSS 7138615.1844 55.9 6.71’ RIDGE ROAD 2521251.2473 76 "E 50.14’ 43.29’ Y 03 50.00’ 50.00’ 50.00’ 50.59’ X PHASE V-A 2’ (60’ R.O.W.) N00^01’06"W RIDGEKNOLL STATE PLANE COORDINATES d5 STREET J % FOX CHASE BINBRANCH 59.686 MENT 75’ CITY OF IRVING EASE 0031192 CLERKS FILE NO. 2002- 5 S2 LOCATION 4’ 8 .2 8 C C A R C A 82 N A 60’ 5’ S S E D S E E A C S (L .3 P O M E S A 42.59’ O C N E E P , E 5’ S N E P T S E D 9’39"E N82^2 9’ 172.5 ) R=490’ 1354.71’ M T C A P 33 52.6 R 30’ IA R E A N 60’ N A E M R=8 15.271 ACRES -1 65 (LANDSCAPE, PEDESTRIAN & ACCESS EASEMENT) D .2 32 52.6 TO THE CITY McKINNEY MARKER 63 N7 .) PARK DEDICATION GAS LINE 1/2 " IRF "E ’30 ’ 01 2^ N7 60 .45 I W .O. ’R ET 15’ S.S. E. 2’ 2’ (60 LOT 27 BLOCK G 125 1 30 RE ’ E 52" 1’ .8 22 .6 .0 ST L FUE 07 NE G. 1 STO BI8, P ’ 0 0 6 5 L. O V E 1" ’5 27 8^ N6 61 65 T. 0’52"E 55.06’ S06^3 38.72’ 20.23’ 33.0 M . ES CO 4’ 6^4 ’ .07 120 .3 4’ 0’ 2"E 4’5 6^4 N7 51 6’ 7 71.8 MARKER .3 8 ’ 56 15’ S.S. E. S06^4 6’33"W GAS LINE ’ 1.03 9’ 2"E 4’5 7’ .9 122 6^4 N7 6 .3 N12 ^20 ’44" W 120 .01’ 28 ’ 5.11 77.7 0. 12 56 15 16 N ’ 00 5’ .5 54 ^57 ’55 "E 120 .00’ 0’ N12 .0 " W 7" ’5 07 ^ 64 1’ .4 81 ^57 ’55 "E 120 .00’ 0’ 60 9’ 14 9"E 0’ 27 .6 N12 0. 12 "E 60.0 13 17 .0 ’ 00 15 12 ’ 93 3. 12 0’ 58.33 58.33’ "E ’12 ^30 S15 ’ .65 130 60.0 ’ 58.33’ 138.96’ 0’ 3’ S04^21’4 60.0 11 ’ 50 58.3 64.8 2’ 1.01 ’ 1 56’0 S09^ 1’ 131.3 10 G .77 51 R=575’ 6’ 60 N ’ 8’ 124.22 106.24’ R=600’ N1 2 3.61’ 102.88’ ^57 ’ 55 "E 145 .25 ’ ^57 ’ 55 "E 171 .29’ ^57 ’ 55 "E 120 .00’ N1 2 ^57 ’ 55 "E 120 .00’ ^57 ’ 55 "E 148 .76’ 1 W 7" ’5 07 ^ 64 ’ 59.7 8 2. 11 N 0’ ’ 39 3 5 .0 30’ 42. 72.5 0’ N7 BLOOMDALE WILMETH RD. 2 ^ 40 26 60.0 " ^57 ’ 55 "E 127 .18’ ^57 ’ 55 "E 189 .22’ ^57 ’ 55 "E 120 .92’ N1 2 ^57 ’ 55 "E 120 .01’ 120 N1 2 ^57 ’ 55 "E 120 .00’ N1 2 N1 2 N1 2 N1 2 N1 2 N1 2 90.81’ 50.30’ N12 S0%%d42’37"E 169.94’ S00%%d42’37"E 198.95’ 50’ . E S R C A 6 3 .1 1 ^57 ’ 55 "E 128 .81’ ’ 55 "E .00’ 15’ D.E . ^57 123.35 N06^2 8’51"E ’ N1 2 41 .2 5’ T M S -1 E C E G A A E R IN A N R A /D M M O C E 21’ 48. ’ O ’2 5 .5 A "E 4 76 C H 3 3’ ) 7’ .0 88 5’ 8 10 8. 12 P "E 18 0’ d5 % 5% ’ S2 160.81 ’ 74.81’ 53.00’ 73.62 1 23 24 D . O D O T C W L R O , E W 003 . T TH A /2 NO E E S Y H E E A L N PH IN FI S cK K M ER B L C JF 25 0’ 9 53.00’ 38.77’ 25.28’ "E 1’ .2 39 ’ 2’ 121.16’ 73 .78 8’ N85^34’11 3’ 0’ 2.45 " 2 54 .9 ’ 22 3’ .5 1’ 1.1 64 .W. 60.0 E 12 65 50’ 43.8 4" 18 56.7 21 ’4 3’ 50 R.O 10 2.5 "W ’10 37 0^ 4’ N2 5.0 11 S ’ ’ N 93 9 E 4. .2 0’ 9^ 17 E 2" ’3 20 3^ 7’ S2 0.2 (50’ 60.0 0’ 8’ 2 S6 . 38 98.62’ 60.0 H 19 W ’51" ^03 N13 ’ .00 120 0’ 9 61.0 N88^00’29"W 120.00’ 0 11 17 1’ 80.1 ’ .70 56 64.78’ 0’ EET 91.3 4’ 3 10 3 N ’ .01 11 P 0’ .0 50 3 O 0’ .0 50 ’ 135.00’ 0’ .0 50 2 .8 73 4’ 7"W 01’0 10 STR 4 23.8 N10^ 11 60.0 5 2’ 0’ 60.0 7 61.7 60.0 20 31"W N05^30’ 120.00’ 0’01"W 10 0.50’ ’ 0’ 0’ 0’ 12 38.54’ .09’ 0’ PHASE V-B 62.0 60.0 14 8 0’ 0’ 15 R=285’ 120.0 62.0 60.0 60.89’ S05%%d0 0 .0 .0 07 ^ 64 5 50’ 0’ 0’ 124.21’ 48.35’ 51 50 ’ 150’ STORAGE 7’ 6 .9 60.0 63.32’ 100’ TRANSITION .5 COUNTY ROAD #161 91 94 62.0 ’ .98 O 3. E 7" 17 2"E N ’ 00 0. 12 ’5 ’ 50’ 4’5 4 76^ ’ 0 (5 0’ 0’ 6 R=490’ E L C 20 0 .0 E 50 ET ) 0’ .0 50 RE O.W. . ST ’R 60.0 N88^00’29"W 120.00’ 50’ 2’ 7’ .0 .9 18 34 62.0 0’ 58.16’ K R 82.63’ R E L C 19 N88^00’29"W 120.08’ N01%%d59’31"W T 4 C 01 A R 020 T E 10 R 06 C 0 A .2 9 73 NO . 55 LE FI S ’ 7 5’ 53.00’ 50.00’ 70 3 13 4 6 64.1 40.11’ 9.89’ N88^00’29"W 120.00’ 6 N 49.02’ 0’ 7.0 53.00’ 18 "E 57 7’ 0 4^ 118.50’ 0’ 50.00’ 50.00’ 08 0. 16 5’ 60.0 50.00’ 50.00’ " 60 ED 4 IT H 10 N U RC 00 U 27 G H N 7 RI T C P 70 S IS 00 L D EL HO .2 W O ET N M E L FI S K 17 ’ 00 12 3’ 43.73’ 50.00’ 50.00’ " N 35.5 ) 1/2 " IRF (C.M.) E 7" ’5 07 ^ 64 R 0’ 56.9 F 200 15 50 0’ 59.2 16 9 62.0 62.0 " " ’ 0 12 0’ 60.0 60.89’ 15 N 0 .0 60.0 0’ 72.49’ 50.00’ D "E 57 7’ ^0 64 0’ 0’ 50.00’ " 2 .4 3 1’ 50.00’ ’ 33 . 28 60.0 A .W. 52.3 50.00’ 50.00’ 14 8 0’ 13 STREET F 50.00’ " S6 ’ 118.85’ 16 R.O 100 14 62.0 0’ 0’ E 0’ 2 62.0 95.4 50.00’ 50.00’ 13 7 0’ 62.0 5 50.00’ 50.00’ % 3% 00 0’ 4 " 12 (50’ 62.0 0’ " ’5 7 0’ 13 " 57 7’ ^0 0’ 0 64 0. N 12 8’ EET 62.0 50 SCALE: 1" = 100’ 94.6 6 STR 0’ 0’ 11 5 60.0 60.0 10 0’ E 68.0 50.00’ 50.00’ W 6" 3 9 2. 50.00’ . 60.0 62.0 49.73’ 7139638.54 0’ 2’ 50.00’ N88^00’29"W 120.00’ Y 2520547.836 60.0 0’ 1 15 0’ 3 60.0 " STATE PLANE COORDINATES R 2 0’ 49.90’ 8 .19’ 60.0 50’ E 7" ’5 07 ’ ^ 9 64 1.9 N 11 136 60.0 77.7 28.20’ 30.47’ 20.59’ 120.00’ " 5/8 " IRF 50’ 0’ 0’ N89%%d12’58"W 28.20’ 26.40’ 6 6. 158.81 1/2 " IRF 5/8 " IRF 8 d2 5’ N00^10’08"E 5"W ^17’2 N11 .92’ 155 "W 54 0’ ’ ^ 3 00 26 20. 1 N ’ .) ’ 32 . 86 2.01’ S87%%d50’23"W 23 X ’ 07 60.0 60.0 5. 1’ .3 0’ 1’ 7 32 .9 82 75.51’ 48.53’ 51.80’ ’ 50 68 6 85 6 . 0’ C ’ D 56.17’ ’ 00 4 6 10 4 2’ 5 50 60.0 57.7 98.9 ’ 70 0’ 0’ 8 16 ’ 00 60.0 60.0 . 70 0 "E ’40 d13 %% 9’ S21 21.6 1 ’07"E %d46 S09% 0’ 137.5 2 3 4 66.3 87 5. 5 12.77’ 1 "E ’04 31 % d 00’ . 6% S2 120 ’ 0 5.0 5 00 10 32 ’ 39 . 25 2 3 . 60 5. R 10 .3 (60’ R.O.W.) 43.48’ "W 54 0’ ’ ^3 00 26 0. 12 1 .W O R. 0’ (5 0’ 60’ ’ =250 60.00’ 7’ .8 ’ 4’ ’ 00 . 60 A .) 0 .0 1 2’ 26 . 40 55 55 180.55’ ’ 23 R 0’ 0’ 6.2 6’ .O (5 21 83.05’ .3 ET 0.909 ACRES 60.0 6’ 1 0.0 . 93 .W 41.23’ 5’ 31.3 7’ ’ ’ 13 N 80.77’ 69.54’ ’ 28.6 OPEN SPACE 88.8 R= PHASE V-A E R ST .12 60.56’ 80.00’ 110.00’ 7 0’ .0 60 0’ 20 5’ 8 . 60 .6 19 ’ COMMON AREA E-1 425’ ’ 00 58 4’ 9’ W 8" ’5 44 ’ 2^ 57 N2 2. 14 "W 54 0’ d3 % 0’ 6% 0.0 N2 12 140.77’ 5 6 63.7 .9 40 .33 53.46’ 410.65’ 0’ 0 12 33 ’ 50’ B 60.00’ 60.00’ "W 54 0’ d3 % 0’ 6% 0.0 N2 12 9’ 5 ’ 62.26’ 6’ 65.4 ’ 0 9 120.00’ .4 0’ 60 64.00’ 3 .0 .2 3 . 60 60 1 5 ’ 00 "W 54 0’ ’ ^ 3 00 26 20. 1 S ’ 60.0 N % 63 50 N01^05’37"W 5 8’ =2 ’ 8 .5 2 7 6 0. W 6" d2 50’ 105.00’ R 3 4. 7’ 18 11 (50’ R.O.W.) 0’ 17 3/8 " IRF 21.55’ 50.00’ 50.00’ 50.00’ 104.83’ ’ 60.0 A 10 N01^05’37"W 1’ 9 " .9 8 STREET D 0’ 16 7 50.00’ 50.00’ 50.00’ 50.00’ 50.00’ 45.00’ 60.0 15 6 32.47’ 0’ 63 20 26 4 ’ % N89%%d17’23"E 120.00’ 55.00’ 70.00’ 1 14 .55 8’ 5 60.0 60 ) 9 33.81’ S89%%d17’23"W 120.00’ 3’ 9’ N89%%d17’23"E 120.00’ 3 2.4 C 36.6 60.00’ 60.00’ (50’ R.O.W.) 60.00’ 2 STREET B 60.00’ S89%%d17’23"W 120.00’ 60.00’ N00%%d42’37"W 843.04’ 60.00’ 3 2 0’ .57 N89%%d17’23"E 120.00’ S89%%d17’23"W 120.00’ A 1 13 .W. 144 140.28’ 60.00’ 60.00’ 4 R.O 7’ 60.0 4 " 120.00’ 39.8 0’ 3 " 50’ 68.00’ S89^17’23"W 43.67’ 61.45’ 7’ EET (50’ 80.28’ 47.71’10.92’ 85.54’ R=375’ 55’ R 57.5 STR 60.0 2 " 0’ .51’ 5 0’ 60.0 1 ASS 60.0 12 TAD " "W 115 0’ 11 MA OR L. 1 PIPE 408 LIN , PG E IGN S. 8 ED 54 T & 8 OK CL ER 55 O CH KS PIP FIL ELI E N NE O. 9 2-6 259 2 60.0 0’ 7’ VO " ’13 12.0 30’ 1.549 ACRES 50’ ^06 10 50.20’ 4 5.2 43.03’ N76 0’ 6.80’ 18.86’ 45.9 60.0 " 9 OPEN SPACE 0’ H N01^05’37"W 60.0 120.00’ 8 COMMON AREA A-2 1’ 105.00’ 120.47’ 5’ N00^42’37"W 112.46’ "W 54 7’ ’ ^0 61 33 9. 13 N00^42’37"W N 120.87’ 60’ R.O.W. DEDICATION 50’ COMMON AREA A-1 - OPEN SPACE (0.521 ACRES) 6 7 71.1 3 7 2 6 ’4 9 6 E .0 8 ’ 641.37’ 65.42’ 7.09’ 60.00’ 118.99’ 60.66’ 50.00’ 2 50.00’ 50.00’ 50.00’ 50.00’ 50.00’ 50.00’ 50.00’ 50.00’ 60.00’ 50’ (C.M.) S00^36’34"E 17.64’ 1/2 " IRF N88%%d54’23"E 1822.17’ 1/2 " IRF C. OOD LL ATHERW E H D N 9350 ADG LA 1400038 . 201104 O N E S FIL CLERK BI NBRA NC H GEHAN HOMES, LTD. 15725 N. DALLAS PARKWAY #300 LA NE ADDISON, TEXAS 75001 972-383-4304 4. U.E. - Utility Easement IRF - Iron Rod Found PREPARED BY D.E. - Drainage Easement CORWIN ENGINEERING, INC. S.S.E. - Sanitary Sewer Easement C.M. - Controlling Monument 200 W. BELMONT, SUITE E - Street Name Change ALLEN, TEXAS 75013 972-396-1200 5. All proposed lots situated in whole or in part within the City’s corporate limits comply with the minimum size requirements of the governing zoning district. 6. All common areas to be dedicated to and maintained by the HOA. By Kathy Wright at 2:54 pm, Feb 05, 2014 JANUARY 2014 (Common Area- A1, A2, C1, D1, E1 & J1) PRELIMINARY-FINAL PLAT FOR REVIEW PURPOSES ONLY SCALE: 1"=100’ SHEET 1 OF 2 STATE OF TEXAS COUNTY OF COLLIN LEGAL DESCRIPTION BEING, a tract of land situated in the Andrew Stapp Survey, Abstract No. 833, in the City of McKinney, NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS: Collin County, Texas, being part of a 77.4 acre tract, as described in Clerks File No. 95-0029718 in the Deed Records of Collin County, Texas, and being more particularly described as follows: THAT we GEHAN HOMES, LTD. the undersigned do hereby adopt this plat designating the herein described property as "ROBINSON RIDGE PHASE V, an addition to the City of McKinney, BEGINNING, at a 1/2 inch iron rod found at the most westerly northwest corner of Robinson Ridge Phase Collin County, Texas, and do hereby dedicate to the public use forever the streets, alleys and public use II, an addition to the City of McKinney, as described in Volume 2007, Page 166-167, in the Plat Records areas shown hereon. The easements, as shown, are hereby dedicated for the purpose as indicated. The of Collin County, Texas, being in the east line of a 55.739 acre tract, as described in Clerks File No. Utility and Drainage Easements being hereby dedicated for the mutual use and accommodation of the City 20061002001413370, in said Deed Records; of McKinney and all public utilities desiring to use or using same. All and any public utility and the City of McKinney shall have the right to remove and keep removed all parts of any buildings, fences, trees, shrubs THENCE, North 01^59’31" West, along the west line of said 77.4 acre tract and the east line of said or other improvements or growths, which in any way endanger, or interfere with the construction, 55.739 acre tract, for a distance of 1354.71 feet, to a maintenance or efficiency of its respective systems on said Easements, and the City of McKinney and all 1/2 inch iron rod found at an interior corner of said 77.4 acre tract being the northeast corner of the 55.739 acre tract; public utilities shall, at all times, have the full right of ingress and egress to or from and upon said easements for the purpose of constructing, reconstructing, inspecting, patrolling, maintaining, and adding to or removing THENCE, South 87^50"23" West, along a south line of said 77.4 acre tract and along the north line of said 55.739 acre tract, for a distance of 232.01 feet, to a 5/8 inch iron rod found; THENCE, South 63^28’56" West, continuing along said south line and with said north line at 325.16 feet, passing a 5/8 all or part of its respective system without the necessity, at any time, of procuring the permission of anyone. This plat approved subject to all platting ordinances, rules, regulations, and resolutions of the City of McKinney, Texas. inch iron rod found being the northeast corner of a 10.00 acre tract, as described in Clerks File No. 20070727001040860, in said Deed Records, continuing for a total distance of 856.07 feet, to a 1/2 WITNESS MY HAND AT Texas, this the day of , 2014. inch iron rod found at the northwest corner of said 10.00 acre, being the approximate center of County Road 161, same being the most westerly southwest corner of said 77.4 acre tract; THENCE, North 00^42’37" West, along the west line of said 77.4 acre tract and said approximate center line, for a distance of 843.04 feet, to a 1/2 GEHAN HOMES, LTD. inch iron rod found at the northwest corner of said 77.4 acre tract; THENCE, North 88^54’23" East, departing said center line and along the north line of said 77.4 acre tract, for a distance of 1822.17 feet, to a 1/2 inch iron rod found at the northeast corner of said 77.4 acre tract; Chris Lynch Authorized Representative THENCE, South 00^36’34" East, along the east line of said 77.4 acre tract, for a distance of 17.64 feet, to a 3/8 inch iron rod found; THENCE, South 25^50’18" East, continuing along said east line, for a distance of 1088.07 feet, to a 1/2 inch iron rod found; STATE OF THENCE, South 25^52’03" East, continuing along said east line, for a distance of 1028.18 feet, to a 1/2 TEXAS COUNTY OF inch iron rod set in the north line of said Robinson Ridge Phase II; Before me, the undersigned , a Notary Public in and for said County and State, on this day THENCE, North 43^14’32" West, departing said east line and along said north line, for a distance of 186.52 feet, to a 1/2 inch iron rod set at the point of curvature of a curve to the left, having a radius of 780.00 feet, a central angle of 48^14’34", and a tangent of 349.26 feet; personally appeared CHRIS LYNCH, known to me to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that he executed same for the purpose and consideration therein expressed. THENCE, continuing along said north line and with said curve to the left for an arc distance of 656.75 feet (Chord Bearing North 67^21’50" West - 637.53 feet), to a 5/8 inch iron rod found at the point of reverse curvature of a curve to the right, having a radius of 800.00 feet, a central angle of 10^31’50", and Given under my hand and seal of office, this day of , 2014. a tangent of 73.72 feet; THENCE, continuing along said north line and with said curve to the right for an arc distance of 147.03 feet (Chord Bearing North 86^13’12" West - 146.83 feet),to a 5/8 inch iron rod found at the point of reverse curvature of a curve to the left, having a radius of 2445.00 feet, a central angle of 04^01’29", and a tangent of 85.91 feet; Notary Public in and for the State of Texas THENCE, continuing along said north line and with said curve to the left for an arc distance of 171.74 feet (Chord Bearing North 82^58’01" West - 171.71 feet), to a 1/2 inch iron rod set at the most northerly corner of said Robinson Ridge Phase II; THENCE, South 05^01’15" West, along a west line of said Phase II, for a distance of 120.00 feet, to a 1/2 inch iron rod found on a non-tangent curve to the left, having a radius of 2325.00 feet, a central angle of 00^18’51", and a tangent of 6.38 feet; THENCE, continuing along said west line and with said curve to the left for an arc distance of 12.75 feet (Chord Bearing North 85^08’11" West - 12.75 feet), to a 1/2 inch iron rod set; THENCE, South 05^19’21" West, continuing along said west line, for a distance of 140.01 feet, to a 1/2 inch iron rod set at the northeast corner of Lot 24R, 25R, 26R & 27R, Block M, Robinson Ridge Phase II, an addition to the City of McKinney, as described in Volume 2010, Page 150, in said Plat Records, being on a curve to the left, having a radius of 2185.00 feet, a central angle of 04^41’07", and a tangent of 89.39 feet; THENCE, departing said west line and along the north line of said Lot 24R, 25R, 26R & 27R, Block M, Robinson Ridge Phase II and with said curve to the left, for an arc distance of 178.68 feet (Chord Bearing North 87^40’32" West - 178.63 feet), to a 1/2 inch iron rod set at the point tangency; "Approved and Accepted" THENCE, South 89^58’54" West, continuing along said north line, for a distance of 191.79 feet, to a 1/2 inch iron rod set at the northwest corner of said Lot 24R, 25R, 26R & 27R, Block M, Robinson Ridge Phase II; THENCE, South 00^01’06" East, along the west line of said Lot 24R, 25R, 26R & 27R, Block M, Robinson Ridge Phase II, for a distance of 11.48 feet, to a 1/2 inch iron rod set at the northeast corner of Chairman, Planning & Zoning Commission Lot 23, Block M out of said Robinson Ridge Phase II, Volume 2007, Page 166-167; City of McKinney THENCE, South 89^58’54" West, along the north line of said Lot 23, for a distance of 186.60 feet, to a 1/2 inch iron rod set; THENCE, South 42^48’04" West, continuing along said north line, for a distance of 93.11 feet, to the POINT OF BEGINNING and containing 59.686 acres of land. Date SURVEYOR’S CERTIFICATE KNOW ALL MEN BY THESE PRESENTS that I, WARREN L. CORWIN, do hereby certify that I prepared this Plat and the field notes from an actual and accurate survey of the land, that the corner monuments shown thereon were properly placed under my personal supervision in accordance with the subdivison Regulations of the City of McKinney, Texas. WARREN L. CORWIN R.P.L.S. No. 4621 COUNTY OF COLLIN PRELIMINARY/FINAL PLAT Before me, the undersigned, a Notary Public in and for the State of Texas, on this day OF personally appeared WARREN L. CORWIN, known to me to be the person whose name is ROBINSON RIDGE PHASE V subscribed to the foregoing instrument, and acknowledged to me that he executed same for the purpose and consideration therein expressed. OUT OF THE Given under my hand and seal of office, this day of , 2014. ANDREW S. STAPP SURVEY, ABSTRACT NO. 833 IN THE CITY OF McKINNEY COLLIN COUNTY, TEXAS NOTARY PUBLIC, STATE OF TEXAS OWNER GEHAN HOMES, LTD. 15725 N. DALLAS PARKWAY #300 ADDISON, TEXAS 75001 972-383-4304 PREPARED BY CORWIN ENGINEERING, INC. By Kathy Wright at 2:54 pm, Feb 05, 2014 200 W. BELMONT, SUITE E ALLEN, TEXAS 75013 972-396-1200 JANUARY 2014 SCALE: 1"=100’ SHEET 2 OF 2
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