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HomeMy WebLinkAboutPZpkt2014-03-03IL xtoUW HOMETOWN AGENDA PLANNING AND ZONING COMMISSION REGULAR MEETING March 3, 2014 The Planning and Zoning Commission of the City of Anna will hold its regular meeting on March 3, 2014, at 7:00 p.m., at the Community Room of the Anna City Hall Administration Building located at I I I North Powell Parkway (Hwy 5), to consider the following items. Call to order and establishment of quorum. 2. Invocation and Pledge of Allegiance. 3. Consider/Discuss/Act on recommendation regarding "Constiens "development plat. 4. Consider/Discuss/Act on recommendation regarding "Adams" development plat. 5. Consider/Discuss/Act on recommendation regarding "Camden Parc" preliminary plat. 6. Consider/Discuss/Act on recommendation regarding "Oak Hollow PH 6A" final plat. 7. Consider action to approve Minutes of the following meetings: • February 3, 2014 Regular Meeting • February 24, 2014 Special Meeting 8. Adjourn. This is to certify that I, Maurice Schwanke, Director of Planning and Development, verify that this agenda was posted at a place readily accessible to the public at the Anna City Hall and on the City Hall bulletin board at or before 7:00 p.m. February 28, 2014. Maurice Schwanke Director of Planning and Development Persons with a disability who want to attend this meeting who may need assistance should contact the City Secretary, at 972-924-3325 two working days prior to the meeting so that appropriate arrangements can be made. PZ Agenda 03-03-14.doc Page 1 of 1 Posted 02-28-14 Invocation and Pledge of Allegiance 3. Consider/Discuss/Act on recommendation regarding "Constiens "development plat. The development plat submitted for your review is located within the extraterritorial jurisdiction of the City. The tract is in the Henry Smith Survey, Abstract No. A8023 and contains 5.4120 acres of land. The property is located at 1812 S Ferguson Parkway. The owner(s) is proposing to build a new home on the tract which will also require a Collin County approved septic system. The plat meets the City of Anna development plat requirements. The Staff recommends approval of the development plat. x 12' Somue/ J. Paporeri at uX, Meta/ Bldg (1,09 Ac.) / S 88.46'39" E E 4`500 .699 PP Borbed Wirt °onam 36' ,r 48' Metal Bldg Proposed 220,89' 1/ndergmund Electric Proposed to Z House Site q q Steven Constien et ux, (' TOma/a Constien 0 0 24 June 2011 Charles Robert Adams at ux, an M 20110624000655460 Michelle Adams ' 24 June 2011 m 20110624000655480 a w OD 5.412 ACRES (o � I� Henry Smith Survey Abst.No.823 Proposed 60' ROW Reservation �r I '� �R 367 c CALLED T I I II Quail LEGEND lzz 53R =Sat 3T4' Roo FlP =Found Rgbor FST - Fd FSR Fd Sq. Rod Sq. Rod OW66�g ROw = Righte -X- Fence Line Una I OEIecUicl Una -T- =TelepDhone Line -C- = TV able GM = cos Meter VAA = Power Meter AC = Air Cond. BL = Building Line FCP = Feendce men Post ec = Badly f CCu bent E Creek Run Oovid L Hibdon Proposed 30' ROW �Reservo(ion - -k Aswo fall ur ace�Roa — -� Blvd.) s sa•51'oa" w 501.22' PFCP SSM X �in Ip of o vi Iw �) U � �) Im m 0 n) N p XQ� w J SCALE. 1'= f00' EPaulo Powell 11 May 1998 98-0047098 Fd i' Rod E PP Sharon J. Von Liew 26 r{on/ 1996 96-0035393 (1.5 Ao) Location Map Constien Development Plan + a PROPER"Cl' DESCRIPTION certain lrac( or parcel ojlartd situated in the Henry Srnith Srure¢ Absnnct Number 523, Canity of Collin, State of Texas, said tract being all ofa it as described in deed to Stei•en Constien ei as, Tamara Constien, filed 24 June 2011, Co my Clerks Number 201l0624000655460, County of Collin, State of Texas, and being more filly describer/ as foltorrs: Begimtingfor the Sarthenst comer ofdee fiat( being described herein nt a found 1 tnch Steel Rod, said rod being the southeast corner olsaid Constien tract, and at a turn in Cahill Counn� Road Manber 367 (asphall Surfaced); 7lnence: South 83 degrees 51 nrinules OS seconds Il'est, +rich the soap line ofsaid Constien h act, and in CR 367, a distance of 501.22 feet to a set sunny mark nail for the southwest corner ojsaid Constien noel; ly Thence: North 00 degrees 31 minutes 06 seconds II est, and passing at 25.0 feet n set incb Steel Square Tubing in a Loire fence ore the north side ofCR 367, and passing at 425.09 feet aset % inch Steel Square Tubing or a Pond Dam, and continuing ate said course faj a total rlistnlice of 431.09 feel far lite tortlnvest corner ojsaid Constien uacl; Thence: South 8S degrees 46 nrinwes 39 seconds Easl, wide the noill line ofsaid Constien tract, and passing at 470.62 feet a Pipe fence comer Post on rile west side ofCR 367, atd continuing on said course fora total distance 500.69 feet for /he northeast corner ojsaid Constien tract, and in CR 367; Thence: SoutTr 00 degrees 36 minutes 33 seconds Easi, with die east line ofsaid Coaslien Tract, n dtslanee oj460.37 feet to the POfi\'T OF BEGb\SVLVG and contanuing 5.412 acts of land This is a Plot Plan only and is not an on the ground survey. COX LAND SURVEYING CO. P.O. BOX 597 106 N. MAIN ST. COLDNSYILLE, TEXAS 76233 `� COLDNSHLLE 903-429-6125 FAX 903-429-6971 E-mail: CLS01080aol.com + `Gainesville 940-612-LAND Denton 940-381-5070 McKinney 469-952-5070 7812 S. Ferguson St. Registered Professional 9 Land Surveyors Seal Constiens Development Plan 5.412 Acres in the Henry Smith Survey Abst.No.823 County of Collin State of Texas Drawn by. MJC """ ""' Check by. DKC 14-10094-1 Date: 14 January 2014 4. Consider/Discuss/Act on recommendation regarding "Adams" development plat. The development plat submitted for your review is located within the extraterritorial .jurisdiction of the City. The tract is located in the Henry Smith Survey, Abstract No. A0823 and contains 5.339 acres of land. The property is located at 1622 Taylor Blvd. The proposed improvement is to build a new house on the tract which will also require a Collin County approved septic system. The plat meets the City of Anna development plat requirements. The Staff recommends approval of the development plat. S' Lat 20 Lot 2/ Q5 O Lot 22 h Lot 23 C7 0 o Lot 24 L � Lot 25 �O O o N Lot 26 o Q:) Lot 27 Lot 29 Lot 30 —X 2 E —DPP 19 i LEGEND Found Set FIP [7Rgbor� SIP = Sat 'Q2. Sq.Tubing F5T = Fd f 2 Sa Tebing O F= R' Rod ROW = RXce of -Way X)) Deed Calllsie E-_= Electric Line -C- = TVe✓`ube Lima PP = Power Pole AC = AAiirteCro dater BL = Budding Line FCP = Fendce Cophoneosi UE = Utility Easement BC = Rack of Curb Bennie N. Smallwood Vol. 454 Pg. 426 D.R. X S 884®6 3g E 437.92' Barbed 1Wre Fence 'Y Henry Smith Survey Abst.No.823 U 19 a t` Proposed X� 20'X30' Bldg, w 0 0° Proposed Cone Patio. 166,40' Propos, Cone Po f Propc Cone Si zX 5.339 ACRES o 0 Proposed w useSiteUndergrou d Electric o ors � PP m E m 0 PP Q0 k E Charles Robert Adams et ux, Miche/% Adams 24 June 2011 20110624000655480 X (Called Taylor Blvd) — E I Proposed Gravel Onvewoy J Water Met —1-- X S 88'S1'08" W E William L Smith and Nadine L. Smith 25 November 1992 92-0085912 r Proposed 30' ROW IReservation E — j � CRl 367 Steven Constien et ux, Tamara Constiae 24 June 2011 20110624000655460 — X hoTt Su aced -Road — E Creek Rur� David L. Nibdon (1,89 Ac.) SCALE: I "= I00' LOCULIOfI MUD Adams Development Plan °�PROYF.RTY DESCRINTION#A A!1 tlrnl certain bract or pocel of lned sinmted ie the Henny Smith Surrev0 Absbnct Number• 523, County of Collin, State of Texas, said beet being all ofa Tract as described in deed m Charles Robert Adams et at, ,Vichelle Adams, filed 24 June 2011, County Clerks Number 20110624000655480, County of Collin, State of Texas, and being more (idly described ns follows: Beginning jar the Soudnvest colter o(Ihe IrnN being described herein nt n se! snn•ep u+nrk nail, said nail being the southwest corner ofsaid Adams tract, and the southeast corner of the Onk Nofow Estates Phase 5, filed 19 October 2004, and Recorded of 04-00152878 of Are Plut of Collin Counts; Terns, .said nail also being in Collin Coun(P Road Number 367 (asphalt Su wed); Zl+ence: �\'mfh 07 degrees 42 mimnes 30 seconds Ensf, with the west line o(snirl Adams tract, mid passing at 26.13 feet a wood fence caner post on Ate north side o(CR 367, and cabinuing or said corner ,(or a total distance of 505.19 (.512 )feet to a Crass-Ce fence comer post for Are northwest earner ofsaid Adams tract, Thence: Smrdn 88 degrees 46 minutes 39 seconds East, rrilh the north lime q(snirlArinnrs nac6 and passing at 330.29 feet a Cross -Tie fence comer post of the west side of a porn, mud continuing on said course for a total distance 437.92 feet for the northeast corner of this fine(; Thence: Smith 00 degrees 31 minutes 06 seconds East, mud passing at 56.0 feet n set inch Steel Square '1'i ing on a P I Dam, and passing a 456.09feet n set %inch Steel Square 7 thing in a wire fence line on lite north side ofCR 367, and continuing or said course for a total distance of 481.09 feet to a .set surnev mark nail for the southeast comer ofsaid Arlanrs it act, and in CR 367; Thence: Sontlr 88 degrees 51 minutes OS seconds Hest, with the smnlr lice ofsaid Adnuns bract, and in CR 367, n distance of 570.03 feet to the POlA4'OF BGGZ�\'A4A'G rnrd continuing 5.339 aces ofland This Is a DeveloDmenl Plan only and Not on on the ground survey. COX LAND SURVEYING CO. P.O. BOX 597 108 N. MAIN ST, COWNSNLLE, TEXAS 76233 `� COLIINSYILLE 903-429-6125 FAX 903-429-6971 E-mail: CLS01080aol.com SGainesville 940-612-LAND Denton 940-381-5070 McK(nney 469-952-5070 1622 Taylor Blvd RLandeSurvey rsssionaSeal Adams Development Plan 5.339 Acres in the Henry Smith Survey Abst.No.823 County of Collin State of Texas Drawn by. MJC Job No. Check by. DKC 14-10094 Date: 15 January 2014 5. Consider/Discuss/Act on recommendation regarding "Camden Pare" preliminary plat. A preliminary plat has been submitted for "Camden Pare" on approximately 57.48 acres of land that is located east of the Dart Rail Line and south of Lindsey Lane(Cr. 376). The owner/developer is proposing 183 residential lots and one commercial lot. A previous preliminary plat for this property was approved by Council August of 2006 and has expired. The preliminary plat has been reviewed by staff and City's engineers. Numerous comments are on the preliminary plat. Most of the items will be addressed on the final plat and construction plans. The staff recommends approval of the preliminary plat subject to the comments below. Camden Parc Preliminary Plat February 27, 2014 Review Comments Planning Comments 1. Lot 1, Block B, needs adjustment — does not meet minimum lot dimensions 2. Minimum Street frontage on lots three and four shall be 40' 3. Dimensions shown on the southeast subdivision boundary at Lotl, Block B and adjacent lots does add up to shown block length 4. Please show barricade around cul-de-sac on Street E 5. This development must stand alone in terms of utilities Informational 1. Notes regarding gas pipeline shall be included on Final Plat 2. Minimum finish floors need to be added around detention pond/channels on Final Plat 3. Six-foot masonry wall will be required along Lindsey Lane 4. Eight -foot sidewalk is required along Lindsey Lane as part of the Comprehensive Plan/Park Plan Trail Section 5. PID/HOA to cover annual cost of traversing DART line with utility easement 6. ROWs and Tract 1 (drainage pond) need to be maintained by HOA/PID City Engineer Comments 1. Add a floodplain note on the plat indicating whether the site is or is not within the floodplain. 2. Several callouts on the plat do not match the legal description. 3. There appears to be a natural drainage swale draining in a northwest to southeaerterly direction across the site. The Preliminary Plat shows a drainage easement being centered on a property line at this location. The City does not allow fences, or other obstructions, to be placed within a City easement. We recommend exploring using this natural drainage path as a greenbelt that could also be utilized as a drainage easement. 4. Show 30-foot water line easement along Dart ROW. 5. Written release will be required from existing easement holders, including the existing water line and gas line easements. 6. Clarify if the detention pond will be in an easement. 7. Should be noted by the City that several residential lots are proposed over the existing gas easement. Preliminary Water and SS Plan Comments 8. List the engineer of record on the engineering plans. These plans will be considered incomplete until a Professional Engineer licensed to practice in the State of Texas is provided. 9. Provide the lift station design data. Including the basin analysis, design calculations, etc. 10. Extend the water line to the south to connect to the existing water lines along SH 5 north of Rosamond Parkway. 11. Development will be required to obtain DART permits. Developer agreement with the City is recommended whereas the development will be responsible for the annual fee administered by DART for crossing the DART ROW. 12. Show the existing water line along the DART ROW. Preliminary Drainage Plan Comments 13. Provide an off -site drainage area map. 14. Lot to lot drainage is not allowed. 15. Off -site drainage easements to the receiving waters will be required for the stormwater discharge. 16. Storm water discharge shall not exceed pre -development flows. 17. A detention pond maintenance agreement between the development and the City will be required. 18. Reference City of Plano Storm Water Drainage Ordinance for rainfall intensities and run-off coefficients. 19. It is unclear where the ditch cross sections provided are detailing. \ 167•19 Acres Acquisitions Proposed LL Land LP Proposed Q^ s North ointe Crossing H of TexGs 1760 North ointe Crossing 5.o Acre P• 1 P 9 P 9 L. t 2 3 4 5 6 Phase 1-South 5784' P9 Phase 1-South Telecom' 02873 La E tes Lot Es Estates La Es Lot Estates L0{ EstatesCNI w o Voi R C.0 T - DSC g7-0o County sta totes L0 10 9 8 7 6 D 5 4 3 2 1 r C 's File N° C C T Collin County Collin C0unoyr County ed county Collin County County ed) C. R. 0nr ded) Collin 0nrecord ) Collin Dnreo d ord = o D. ( ( �0nrecorded) Collin '.':, �Unrec flo BLOT EE Augustine J. Lisoi Sharon J. Van Liew Clyndo L. Young Carolyn Y. Matthews Paul L. Lindsey Dennis Whitehead - - -I_ - - L - - - - L_ - L - - L - - 4 D.R.C.C.T. 20060417000505180 D.R.C.C.T. D.R.C.C.T. D.R.C.C.T. No. 96-84789 L - L C� CC File No. 96-0032196 Instrument No. CC File No. 96-84788 CC File No. 96-84788 Vol. 5717, P . 4486 CC File oun y Road POINTOF BEGINNING D.R.C. ,.T. r 4 Count Road 376 y S 89057 - 25' R.O.W. DEDICATION ______� N R.O.W. DEDICATION LINDSEY LANE (60' R.O.W.)CD 11 � 205, 016 SF - 4.71 AC. S 89°57'48" E-625.93' - S0' Gas Pipeline Esmt. 42.49 135.74' 20. BL 60.00' 55.00' 45 45 46.52' 95 gg' 151.42 36.71 82 79' o �. \ 50' Gas Pipeline Esmt. Vol. 6064, Pg. 6159 - BLOCK A L1� BLOCK B \ BLOCK B - _ \ Vol. 6064, Pg. 6159 D. R. C. C. T. R • W• \ 8 \ D. R. C. C. 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Quo o \\ so" \�55q 1�9 I l \ rr" 9q�2 0 2 o_ 8 0 0 \ 0 6\ 9 6g 6 120.31' \.�� 9 '17,626 OQ„E 1Q BLO 1 \ 5 \- 82 i 13 s 9 F F \ 0 0 4 N W U. 60 g6. v N o 0' gg� 60 QQ, 1' 2 0 �, 1l \ s" ' 0 \ Q 00 1k \ o_ 20 � 15 SF Co 60.00, 6°53'40 v N 2 0 0_ 9 86 I S.5 N o" 8 \ 0 S"� \ o \ 1� 0 5 \ 0� v \ 1 r N N o o N 4.93' / g3' / n r' l � 4 SF \ 15 O 7,343 W 5.Oo N o o = o 0 o U g.9 2j1 4� 58.03 ' ti g2 \ S 20 �� 20o s \ �� / \ oo 20 �_ 53'40' z N o= 0 3 0,- w �� -N 14 y �576 ,v N o o Z / 51.o7' o cA_ Q Q" 6 1, °' = 0 4 0_ 19' 1 o n 0 8L 15 w R 15 \ Q �'� �4j� \ �' / So- S 27.75' \ 00 o ��3 0 120.00'SF \ o z ` 00 5 0 103. 0 6Q 0' 25 z v N P �o U GS�� 1� \ 1 8 S� s \ �� 00 ``� 0 140 \ CP o 8, 3> 20u 0 s o o o g 0' �� 00' \ 7, ` o 1 w o` o o N 25 60.0 a o 60. 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CO TRACT 1 \i' �, �,, o' ti a \ S.07 / 6 5' B v o o n - Q 54' 60.00 v v w o o_ 53 / \ 0 O' 0 0� Q O \ 7 SF �30 10 2g0.7 - - 6Q 00' 2_' N No 0 9 •o o \� N_ 7' N N o 00_025 Z o \ S 400 o Q0 N = 0 8 0 0- 0.6 2 z v 0 0 = 024 8, 680 it - 60 N o o 4' N_ 7 2 DETENTION POND ti 9 o n o Q o 00' \ 6Q v N _ 0 00 8 4, Nr co wyN o- O 0 N �! - 0 00' N o 7 23 o W 84, 155 SF \ Q \ / /� ko o_ n 1 � ° �> N o0 s Q C� \ 40 o N o 6 'o N N o 0 \ 60• S e 1 6 67 022 v ti \ �l j �o � Q 1 00 _N o= o 0 0 _w o \ v a o' oo' o �_o o 8 SF 6 g3.26 N No = 0 5 o n h' Q 60. z \ 0' �� N o o n 2 BL 60 5 \ a m h 21 N 5', 45. 4 O ` o \ S �00 \ o ��o z v v o= 0 4 0 0 0Q' 6 G w 12 2 5 0� `� i 6Q.00 \ 6.5 �0 9, 388 SF2 C7 oo N o 3 .o 6 e v N o o ? o 6Q.Oo, 0' 65. \ 0 0 v o= o Q' a 3 9� 6 UE 1/2" IRF UE LINE TABLE LINE LENGTH BEARING L1 20.47 S70°50'42"E L2 25.00 N65°58'27"E L3 43.99 S13°06'20"E L4 65.54 N56°33'00"E L5 36.64 S57°11'11 "E L6 115.31 N76°53'40"E L7 54.28 N41°32'09"E L8 65.00 S37°23'10"E L9 49.83 S13°06'20"E L10 14.39 S02°27'53"E L11 14.39 N85°32'11 "E L12 13.93 S87°24'14"W L13 14.14 S82°23'10"E L14 14.14 S07°36'50"W L15 14.14 S45°07'29"E L16 14.14 S44°52'31 "W L17 14.13 S45°11'l5"E L18 14.16 N44°48'45"E L19 14.14 S44°52'31 "W L20 14.14 S58°06'20"E L21 14.14 S31 °53'40"W L22 14.14 N31°53'40"E L23 14.14 S58°06'20"E L24 11.93 N23°31'11"E L25 16.05 S66°28'49"E L26 14.14 S31 °53'40"W L27 14.14 S58°06'20"E L28 15.42 S63°33'57"E L29 12.73 N26°26'03"E L30 15.42 S63°33'57"E L31 14.14 N58°06'20"W L32 14.14 S31 °53'40"W o 0 2 0 o n 60.00 6Q.0 P J N 13 0 ° `� w p0 36 \2 \ 20 CS o o�_o o_ n 0 QO' 00' v N o =o 0 0_� o 0 60' _ \ Q tD 6 9 SF N v1 0 o v 0 OQ, 6 QQ, 6Q v No _0 14 .o ��� _ N 60.00 S76°53 4Q� 60 3 2 \ \� \ L 159.54, \\ 8 00 \ \ 6 B0. o l ' 45. 2, s o• rn_ 54, N� 0 4„ o N w 60.00, 60.00, LOCK E N o =015 0 M s - 60.0 9 6• / S� F 83. o 0 2� 0 B' S S\ C ��� o_ 1g0O0 \ co_ '\ ) 60.OQ' 60.00 v N o =(: 6 0_ n I 60Q0 1 - 2 6Q.00 2 �Q6 6>>'\ UE O \ \Q j0.11' 60.OQ v v No =0D 0o n T 60.00 , / 0.00 5' gL w o F \ 2� C31, 10 F \ N o 18 0 60.00' / 6 2 v N `� 26 �' 2j5.36' 6 \ 0 S g3.61 v 19 0' o o M L 00' / �� 60.00' P o N oa \ g,40 „ \ o \Um z 20 0 =o o 25� 0, 6Q ' - l�j v zv N No = 028 'oo 0 27 0_ n o \ wN21No =o 0o n T 60.0 ' - n „ 0Q' �_ o =C 2 00 � 150.98, 1 1 1 \ �\ o 00 o Qo, 60.uu 712 ' EE� E 6Q.00, 60' - o- ��� o �030 0 T 00, \ S �\ 22 N 60. S'( R o A00 F 6 n o- o-� 60.00 6°53'40"W 60.00, z \ ; o o` 031 0_ Now � OC C oQ, 70. 0 0 \ 8, 00' \ L 5 °' \ 6o QO' S7� / 60.Oo� v N o o 0 0_1� �� 6� 00, 60. va 1q0. o_ \ 1- ' ' 60.00 ' , 60.00' v N o o No26 0 � 6Q 00' f 12 F \ s Y2 50.45 - 60.0Q v N o = CD 0 o U) - 70 00' \ S s 8 / QO' J o .o �� r 6 \ 40 "1 �' 60• 25' B� - v � =024 0 M � 5 0' � 91.48 1.527 amAcres Real Estate Polders Partners LP 2g31 6044,P9 �Vol.O.R.O. T. ti CN co 0 a 0 U .QLr) 65 QD U o cr_ w ��o N �O J O O 0 O F cp RD D S' On can r 60.00 � ' v o � ' 023 �- � � 00' � " 1► OWNERS CERTIFICATE \ N6 1g000 SF I cn 50 - 2 60.00' - v _o No ,022 .o 7o O 40 ° R 00' _ N CD _021 'o U) 60.00' '76 53 \\ 8,460 37 13 60' '6.v o 0 C) 0- o F 00, 60 00 S 48'� �evelop2rgt Corp. 11 14 gannd57.48 acre be ng de cribedt inn a land deed situated to SHGI LAND IINVESTMENTS OFCounty ANNA FIVE,Collin, LTD.,being reccorded inthe Instrumt NBrantley Survey, Abstract No. 2006052 000707160 of \ 55g1b \ \ '41.28' /2% wNo o _ 018 0_ 9 0 66 Q,K 60 oQ 6Q Anno Ev l 5g1 R CPgT 27 the Deed Records of Collin County, Texas (D.R.C.C.T.), and being more particularly described as follows: D. BEGINNING at a 1/2 inch iron rod found marking the northeast corner of said called 57.48 acre tract, and being in the intersection of c,,o 0 6'0 0 � Q00, 14 0 16 .o o T` 60.00' 6 County Road 376, County Road 427 and County Road 426, some being the northwest corner of a called 25.024 acre tract of land as N° 00' recorded in Volume 4942, Page 511 of the Land Records of Collin County Texas, some being the southwest corner of a called 3.003 acre \�2,055 SFo 0 15 "o o � 6Q. � 00, tract of land as recorded under County Clerk's File No. 94-0108861 of the Land Records of Collin County Texas, and being the southeast 60 30 w \ 0Q' corner of Collin County Estates, an unrecorded addition as referenced under Central Appraisal Districts Slide 3470; Ex• \ 60. \ 111.30 OWNERS DEDICATION THENCE South 00`00'37" East, with the east line of said called 57.48 acre tract, and the west line of said called 25.024 acre tract and 49. 5 along the approximate centerline of County Road 427, a distance of 874.52 feet to a 1/2 inch iron rod found for corner, said point being 1/2" IRF NOW THEREFORE, KNOW ALL MEN BY THESE PRESENTS: the most easterly southeast corner of said called 57.48 acre tract, some being the most northerly corner of a called 48.004 acre tract of CURVE TABLE CURVE LENGTH RADIUS DELTA TANGENT CHORD BEARING C1 184.09 200.00 52*44'19" 99.15 177.66 N63°45'20"W C2 197.60 200.00 56°36'32" 107.71 189.66 S80°55'06"W C3 437.46 585.00 42°50'43" 229.53 427.34 N49°21'17"W C4 363.73 1015.00 20°31'56" 183.84 361.79 S38°11'53"E C5 396.08 800.00 28°22'01" 202.19 392.04 S42°06'56"E C6 866.12 800.00 62°01'53" 480.99 824.43 N58°56'52"W C7 116.79 200.00 33°27'32" 60.12 115.14 S54°06'56"E C8 286.16 400.00 40°59'24" 149.51 280.10 N50°21'01 "W C9 95.01 325.00 16'44'58" 47.85 94.67 N21°28'49"W C10 145.94 200.00 41°48'27" 76.39 142.72 N34°00'34"W C11 178.90 705.00 14'32'23" 89.94 178.42 S47°38'36"E C12 181.25 800.00 12'58'51" 90.43 180.86 S06°36'55"E C13 607.93 860.00 40°30'08" 317.29 595.35 N48°11'00"W C14 325.57 740.00 25'12'28" 165.46 322.95 S40°32'09"E C15 441.46 860.00 29°24'40" 225.71 436.63 S42°38'16"E C16 784.16 740.00 60°42'54" 433.42 747.98 N58°17'22"W C17 172.05 345.00 28°34'25" 87.86 170.28 S51 °40'23"E C18 142.89 50.00 163*44'23" 350.00 98.99 S44°52'31 "W C19 235.62 50.00 270°00'00" 50.00 70.71 N69°01'33"W C20 148.55 50.00 170*13'33" 584.77 99.64 S63°33'57"E C21 261.77 50.00 299*58'08" 28.89 50.02 S47°51'59"W C22 144.38 50.00 165*27'01" 391.68 99.20 N87°23'28"E C23 130.23 200.00 33°27'32" 65.12 127.94 S54°06'56"E C24 31.09 200.00 8°54'20" 31,06 62.12 S17°33'30"E C25 31,09 200,00 8°54'20" 31.06 62.12 N17°33'30"W C26 223.11 800.00 15'58'46" 112.34 222.39 N68°54'17"E THAT SHG LAND INVESTMENTS OF ANNA FIVE, LTD. does hereby adopt this plat, designating the herein above described property as CAMDEN PARC IN ANNA an addition to the City of Anna, Collin County, Texas and do hereby dedicate, in fee simple, to the public use forever the streets and alleys shown thereon. The easements shown thereon are hereby reserved for the purpose indicated. The utility 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 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 shall be constructed reconstructed or placed upon, over or across the easements as shown. Said easements being hereby reserved for the mutual use and accommodation of all public utilities using or desiring to use some. All, and any public utility shall have the right to remove and keep removed all or part of any buildings, fences, trees, shrubs, or other improvements or growths which in any way may endanger or interfere with the construction, maintenance or efficiency of its respective system on the easements, and all public utilities shall at all times have the full right of ingress and egress to or from and upon the said easements for the purpose of constructing, reconstructing, inspecting, patrolling, maintaining an adding to or removing all or parts of its respective systems without the necessity at any time of procuring the permission of anyone. (Any public utility shall have the right of ingress and egress to private property for the purpose of reading meters and any maintenance of service required or ordinarily performed by that utility). Water main and wastewater easements shall also include additional area of working space for construction and maintenance of the systems. Additional easement area is also conveyed for installation and maintenance of manholes, cleanouts, fire hydrants, water services and wastewater services from the main to the curb or pavement line, and description of such additional easements herein granted shall be determined by their location as installed. This plat approved subject to all platting ordinances, rules, regulations, and resolutions of the City of Anna, Texas. WITNESS, my hand at --_-_---, Texas, this the -_-_-day of ----_-_---, 20-_. OWNER STATE OF TEXAS § COUNTY OF DALLAS § BEFORE ME, THE UNDERSIGNED AUTHORITY, A NOTARY PUBLIC IN AND FOR DALLAS COUNTY, TEXAS, 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 CONSIDERATIONS THEREIN GIVEN UNDER MY HAND AND SEAL OF OFFICE THIS THE____________ DAY OF _-_----_-_, 20--. NOTARY PUBLIC IN AND RTRDALLAS COUNTY, TEXAS N W 11 S 0 50 100 200 Scale: 1" = 100' land, THENCE departing said road and along a common southerly line of said premises and a northerly line of said 48.004 acre tract as follows: South 33°16'07" West, a distance of 223.16 feet to a 1/2 inch iron rod found for corner; South 76°53'40" West, a distance of 1821.48 feet to a 1/2 inch iron rod found for corner, said point being the southwest corner of said called 57.48 acre tract, and being in the northeast right-of-way line of a D.A.R.T. Railway right-of-way, said point also being the northwest corner of said called 48.004 acre tract; THENCE North 24°01'33" West, along the southwest line of said called 57.48 acre tract and the northeast right-of-way line of said D.A.R.T. Railway, a distance of 952.65 feet to a 1/2 inch iron rod found for corner; THENCE North 89°44'59" East, through the interior of said called 57.48 acre tract, a distance of 444.78 feet to a 1/2 inch iron rod found for corner; THENCE North 00°14'05" West, continuing through the interior of said called 57.48 acre tract, a distance of 603.25 feet to a 1/2 inch iron rod found in approximate centerline of County Road 376, said point being in the north line of said called 57.48 acre tract and the south line of a 5.00 acre tract as recorded in County Clerk's File No. 97-0002873 of the Land Records of Collin County Texas; THENCE South 89`57'48" East, along the approximate centerline of County Road 376, and along the north line of said called 57.48 acre tract and the south line of said called 5.00 acre tract and the south line of the aforementioned unrecorded Collin County Estates, a distance of 1481.87 feet to the POINT OF BEGINNING and containing 2,503,842 square feet or 57.48 acres of computed land. SURVEYOR'S CERTIFICATE STATE OF TEXAS § COUNTY OF DALLAS § That I, Neil D. Culver, do hereby certify that I have prepared this plat and the field notes made a part thereof from an actual and accurate survey of the land and that the corner mouments shown thereon were properly placed under my personal supervision, in accordance with the Subdivision Regulations of the City of Anna. PRELIMINARY, THIS DOCUMENT SHALL NOT BE RECORDED FOR ANY PURPOSE Neil D. Culver, R.P.L.S. No. 5211 TerraCorp Associates, Ltd.. STATE OF TEXAS § COUNTY OF DALLAS § LEGEND D.E. Drainage Esmt. U.E. Utility Esmt. B.L. Building Line BEFORE ME, THE UNDERSIGNED AUTHORITY, A NOTARY PUBLIC IN AND FOR DALLAS COUNTY, TEXAS, ON THIS DAY PERSONALLY APPEARED Neil D. Culver 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 CONSIDERATIONS THEREIN. GIVEN UNDER MY HAND AND SEAL OF OFFICE THIS THE__________ DAY OF_____________, 20__. NOTARY PUBLIC IN AND FOR DALLAS COUNTY, TEXAS a H E o$Ccaa3 CordV'� :7 Oaks LEI 0, - I Card 4$& PROJECT SITE t a 51 �} 28E2 1P i Anna m d4[ i31 6� yet J Location Map N.T.S. FLOOD CERTIFICATE: As determined by the FLOOD INSURANCE RATE MAPS for Collin County, Texas this property appears not to lie within the Special Flood Hazard Area (100-year flood plain), Map Panel Number480085C0175 G. Dated:January 19, 1996 and is located in Zone "X". Note: Curvelinear streets equate to 30.46% of the project site. NOTES: 10' UTILITY ESMT. TO BE PLATTED ALONG ALL STREET R.0.W.(S) NO DRIVEWAY ACCESS WILL BE ALLOWED ONTO EXISTING OR FUTURE COUNTY ROAD 376 FROM RESIDENTIAL LOTS 1-5, BLOCK A, LOTS 1-19 & 38-40, BLOCK B, & LOT 1, BLOCK C. NO LOT -TO -LOT DRAINAGE WILL BE ALLOWED FRONT YARD SETBACK 25' REAR YARD SETBACK 25' SIDE YARD SETBACKS: INTERIOR LOTS 7.5' EXTERIOR LOTS 15' Approximate Development Schedule Begin Construction - July 2014 End Construction - March 2015 Begin Residential Construction - March 2015 PLANNED DEVELOPMENT Total S.F. = 2,503,842 sf Total Acreage = 57.48 Ac. Base Zoning - SF-72 Approved this day of by the City Council of the City of Anna, Texas. Mayor City Secretary PRELIMINARY PLAT FOR C,/-\MDL_Nr/\KC IN A BEING 183 RESIDENTIAL LOTS & TRACT 1 & 1 COMMERCIAL LOT OUT OF 57.48 ACRES IN THE J.C. BRANTLEY SURVEY, ABSTRACT NO. 114 COLLIN COUNTY, TEXAS Owner/Developer : SHG LAND INVESTMENTS OF ANNA FIVE, LTD. 9400 N. Central Expressway, Suite 404 Dallas, Texas 75231 214.384.8486 Surveyor : TERRACORP ASSOCIATES, LP 3690 Broadway Blvd. #236 Garland, Texas 75043 972.805.4529 Engineer : CRANNELL, CRANNELL & MARTIN ENG. CORP. 2570 F.M. 407, Suite 209 Highland Village, Texas 75077 972.691.6633 TBPE Firm #605 FEB. 24, 2014 SHEET 1 OF 1 1" = 100' 6. Consider/Discuss/Act on recommendation regarding "Oak Hollow PH 6A" final plat. A final plat has been received on approximately 34.41 acres of land that is located east of Throckmorton Creek and north of Taylor Blvd. A preliminary plat was approved for this property by the City Council April of 2013. The owner/developer is proposing 112 residential lots and one open space tract. The open space tract will be dedicated to the City as park land. The staff is recommending approval of the final plat subject to the following comments. Oak Hollow Phase 6A February 27, 2014 Review Comments EnOneerint! Comments 1. General Items: Work time will be from 7:00 am to 7:00 pm Water: 1. Delete lb from notes this item does not apply to this project. 2. Note 2 — Add: All service lines will be one continuous run no fittings or unions allowed 3. Note 3 — Change water meter boxes from Carson to DFW Water Meter 4. Note 6 — Change saw cut mark from "W" to single notch "I" 5. Note 8 — remove the wording ductile iron pipe from note. 6. Note 10 — change from 80% to 75%. 7. Note 13 — add mechanical joint (MJ) 8. Note 13 — all fittings shall be domestic, full body no compact fittings allowed 9. Note 15 - add that concrete pad will have steel reinforcement 18" O.C.E.W. 10. Note 16 — Change 5 ft to read 4 ft. 11. Note 18 — Delete AVK from the note. AVK valves are not allowed 12. Note 19 — Add the following note- All valve stacks shall be of ductile iron material and be adjustable. Sanitary Sewer: 1. Delete lb from notes this item does not apply to this project. 2. Note 3 — Add: Sanitary sewer service line shall be a minimum of 24 inches above finish grade. 3. Note 4 — change saw cut from "S" to double notch "II". Sheet 015-18: Storm Drain Lines: 1. Concrete Flume shall be constructed with 3,600 psi concrete rather than 3,000 psi as shown. 2. Provide junction boxes at storm line intersection where horizontal or vertical grade changes. 3. Show concrete encasement on water and sanitary sewer crossings that have less than two feet of cover. Sheet 019 - 23 Sanitary Sewer: 1. Sanitary Sewer Manholes are not to be located in sidewalk ramps or in curb lines. 2. Show concrete encasement on water and sanitary sewer crossings that have less than two feet of cover. 3. Show the pipe velocities in sanitary sewer mains. 4. Verify distances on drop manholes notes call for standard manholes. If distance is over 1.5 feet then a drop manhole is required. 5. Manhole diameters shall be increased by 1 foot when the vertical depth is greater than 12 feet.(i.e. 4ft to 5 ft. diameter) Sheet 024 — 025 Water 1. All water mains to be located out from under pavement sections when possible. 2. General Notes: delete polywrapped ductile iron, if specified. 3. Provide detail of Air Release Valve Details 1. Detail sheets will need to be printed so text is legible 2. Detail sheets appear to be in conflict with each other. Drawings contain City of Plano and NCTCOG detail sheets. City Engineer Comments 1. Acreage shall be included in the title block. • Status this review: Complete. 2. Verify with City Planning Department that right-of-way (ROW) dedication along County Road 367 is in compliance with City's thoroughfare plan. • Status this review: Developer's requirement. 3. Verify minimum lot sizes with City Planning Department. Several lots have a frontage of less than 50-feet. • Status this review: Developer's requirement. 4. Show typical utility easement along frontage and/or between lots. • Status this review: Complete. 5. Dedicate floodplain to the City in an easement. • Status this review: Complete. 6. Label iron rods set, found, etc. on plat as described in the legal description. • Status this review: Complete. 7. Show existing easement for the force main along County Road 367. • Status this review: The force main on the plans is shown within the right-of-way. City Public Works Department to verify location. 8. Bearings on the plat do not match the legal description. • Status this review: Complete. 9. Easements shown on the drainage and utility plans do not appear on the plat. • Status this review: Complete. 10. Show the proposed 10-foot drainage easement adjacent to the north property line on the plat. • Status this review: Complete. 11. Provide the conservation easement on the west portion of the tract. • Status this review: The easement was provided. We recommend that the City attorney verify the language allows the improvements shown. 12. Provide the surveyor's firm number on the plat. Grading Plan Comments 13. Retaining wall plans are under separate review. City to verify that proposed retaining walls are consistent with previously submitted plans. 14. Label proposed contours, and tie into existing contours. • Status this review: Complete. 15. Label proposed elevation of the existing sanitary sewer manhole rims. • Status this review: Complete. 16. Maximum slope is 4:1. • Status this review: Not Complete. Backyards along the creek appear to be steeper than 4:1. During the development of the Oak Hollow Phase 6 project, the developer requested that the City allow general mass grading be completed on the Oak Hollow Phase 6A site. The City accommodated this request under the conditions that it was performed at the developer's own risk, and that detailed engineering plans for Oak Hollow Phase 6A be submitted and approved. 17. Label easements between lots. • Status this review: Complete. 18. Show proposed contours for drainage between lots 31 and 32. Remove "temporary" and label as proposed drainage easement. • Status this review: Not Complete. As the cross-section provided shows, the exposed grade beam at each residence will be almost 3-feet in height. 19. Fill is to be mechanically compacted. • Status this review: Complete. 20. Proposed improvements shall not be made within the floodplain. • Status this review: Complete. 21. Lots drain off -site to the north. Provide storm plans and off -site easement. • Status this review: See comment #24. 22. Clarify the circled w on the southwest portion of the site. • Status this review: Complete. 23. Clarify the reason for the change in size between the southern 4-foot flume and the northern 5-foot flume. • Status this review: Complete. 24. Clarify how the proposed drainage easement adjacent to the north property line will drain and where it will drain to. • Status this review: Not Complete. Grade the lots to drain toward Mulberry Drive. 25. A vertical drop over the proposed storm sewer headwall is not allowed. Paving Plan Comments 26. Mountable curbs are not allowed. Curbs shall be 6-inch monolithic barrier curbs. • Status this review: Verify with City Planning Department. 27. Rebar spacing shall be No. 3 @ 18" or No. 4 @ 24". • Status this review: Complete. 28. Minimum concrete strength shall be 3,600 psi, NCTCOG Class "C" concrete mix design. • Status this review: Complete. 29. Label radii and width of proposed cul-de-sacs. Shall meet City standards for cul-de-sac radius. • Status this review: Complete. 30. Clarify the type of concrete to be used for the sidewalk. • Status this review: Complete. 31. Appears storm water will drain into the subdivision from County Road 367. Provide a drainage area map and account for storm water in drainage calculations. • Status this review: As stated in the enclosed response letter, Olive Lane intersects County Road 376 at a high point so runoff will flow away from the intersection, both to the east and west, and then into the roadside drainage ditch along County Road 376. 32. Provide vertical curve information. • Status this review: Complete. 33. A paved positive overflow will be required at low points with more than 6-inches of ponding. • Status this review: Complete. 34. Show storm drainage inlets on the paving plans. • Status this review: Complete. 35. Clarify the escaladed reference in the sidewalk detail. • Status this review: Not Complete. Drainage Area Mau and Storm Drainage Plan Comments 36. Show proposed and existing contours. • Status this review: Complete. 37. Clarify divide location between area D-3 and D-4. • Status this review: Complete. 38. Curved storm sewer pipe shop drawings shall be submitted to City for review and approval prior to construction. • Status this review: As stated in the enclosed response letter, pulled pipe radii shall be 75% of maximum manufacturer's recommendation and shop drawings shall be submitted to City for review and approval prior to construction. 39. Show all utility crossings on the profile. • Status this review: Complete. 40. Clarify the type of headwall to be used. Provide a detail. • Status this review: Complete. 41. Provide details of the 6-foot square junction box. • Status this review: Complete. 42. Easements shown in plan view are not labeled on the drainage plans or shown on the plat. • Status this review: Complete. 43. 18-inch clearance between outside of pipe to outside of pipe required for utilities. • Status this review: Complete. 44. 2-foot cover is required over storm sewer pipes. • Status this review: Not Complete. Storm sewer line SD-D has less than 2-feet of cover. 45. Show ground lines on line SD-E. • Status this review: Complete. 46. Storm pipe connections shall be consistent. 45 degree bends are shown on some laterals, whereas curved storm sewer is shown on others. Curved pipe shall be minimized as much as possible. • Status this review: Complete. 47. Extend the storm sewer headwalls toward the creek to allow for a hike and bike trail to be built over the storm sewer pipe. Coordinate with City Planning Department. 48. Drainage areas shown on the plan do not match the table. 49. The proposed grade line is not shown on the SD-B storm sewer profile. 50. Storm sewer pipe labels on line SD-D are inconsistent between the plan and profile. Sanitary Sewer Plan Comments 51. Provide sanitary sewer design calculations, including inflow and infiltration. • Status this review: Complete. 52. Show existing lift station and force main on sanitary sewer plan. • Status this review: Complete. 53. Appears a sanitary sewer line is going through a storm inlet on Persimmon Drive. • Status this review: Complete. Sanitary sewer line is located behind the storm inlet. 54. Encase the waterline or pressure rate the sanitary sewer pipe at crossings between sanitary sewer pipe and waterline in accordance with TCEQ regulations. • Status this review: Complete. Water Plan Comments 55. All gate valves are to be resilient seated gate valves. • Status this review: Complete. 56. Show existing 4-inch waterline along County Road 367 to be connected to. • Status this review: Complete. 57. Proposed plugs shall be 20-feet past the last valve. • Status this review: Complete. 58. Provide 2-45 degree bends in lieu of a 90 degree bend at connection to existing 4-inch waterline along County Road 367. • Status this review: Complete. 59. Install a 12-inch resilient seated gate valve to the proposed line to the west along County Road 367 where connecting to the 4-inch waterline. • Status this review: Complete. 60. Install an air release valve at the crest of the waterline. 0 Status this review: Complete. Details Comments 61. Clarify location of bore for water and wastewater. • Status this review: Complete. Bore details have been removed. 62. Specify NCTCOG Class F concrete to be used in manhole details. • Status this review: Complete. 63. Remove 12-inches of stone shown on the bottom of the waterline embedment. Status this review: Complete. .1 F w� O� O� y U Sti <i ' <oi.�1r reJ. Jsz 4ia �'z Q ~ � r e `� \OCIATTY \(AP oa;'2 N_rs yQ o R WRY O fW j N e _. pU RR IE L. CAL U'NcLL d - � LELAND R. CAL O'N�LL Doc. r10. zolaolzz000DTDs3o D. R. C.C. T. ��. '1 © 35 ����. =:€ ' �L26 z/ 3 25' UiIL IiY EASE. 30 0❑E. ND. ��' f6a 2007041}00050U200 D. R. 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L3 YpVL2 � - ,.n zem]� �iO.a __ e ___ __ _____ ____ _ __ _'r's .ram—�i � - oi�rir Tio <�no o 1 568'S9rf� W ]83.f0' I'�a 132 99 ��� � 1 `] u, N01.OS'S0"W 11 �] i• rsa�oxw.ATtp I6 J �o sr .Ps s so�<HDeo :A.R� Eo�o. «r s.w,:co r��om� �nr:: nb��o OWNERIUEVEIOPER LGI HOMES -OAK HOLLOW 6A 1450 LAKE ROBBINB ORNE, SUITE 430 THE w000LANus, TExns n36o 281-3628998 1 I BLOCK T 62 f 63�-�-� A1.INDARIN 'NAV -�- 64 a. /.cs'E 3I6 cL6 �i POINT OF' COMAfENCLNG EJ } C. GP (0 Imo!= 69 �Q �� EJ 6 �� b 01°13'03"E 145.00' N88°46'S]"E 10. 18' STREET N hLOT � LOi LOi UTILITY TYPICAL DETAIL UlIL ITv EASE. OOC. N0. 20070413000500200 D. H. C.C.T. isII vu9uc overvsvacel l! W � (: 0 100 200 300 C RAPHC SCALE I.\ EEEi Cify of Anna FFQ i Z014 <� *�� 2 m o F (7 m m g � � <� m w o W �dn (7 � o§d^ awo Z � n _¢ Q ® ood� �"�� � O �a44 1�-/I-1 m o i vd )-1, � � O O ZO n ? 8 JO � O W a k `� x 0 :.':0( 1 of 1 6 By: Consider action to approve Minutes of the following meetings: • February 3, 2014 Regular Meeting • February 24, 2014 Special Meeting MINUTES PLANNING AND ZONING COMMISSION REGULAR MEETING February 3, 2014 The Planning and Zoning Commission of the City of Anna held its regular meeting on February 3, 2014, at 7:00 p.m., at the Community Room of the Anna City Hall Administration Building located at I I I North Powell Parkway (Hwy 5), to consider the following items. 1. Call to order and establishment of quorum. The meeting was called to order at 7:05 p.m. by Chairman Justin Burr. Members present were Justin Burr, Sandy Setliff, Elaine Gothard, John Johnson, Darrin Colombo and Lee Miller. Tiffany Burleson was absent. Staff present was Maurice Schwanke. 2. Invocation and Pledge of Allegiance. Mr. Schwanke gave the invocation and led the Pledge of Allegiance. 3. Consider/Discuss/Act on recommendation regarding "Saffron Ranch "development plat. Mr. Schwanke gave a presentation. This development plat located in the eastern portion of Anna's extraterritorial jurisdiction along F.M. 2862 has been reviewed by the City Staff. Please note that an 80 foot wide future right-of-way reservation has been shown on the plat. This future thoroughfare is shown on the Master Thoroughfare Plan and Comprehensive Plan. He noted that the development plat meets our requirements and the Staff is recommending approval. A motion was made by Chairman Burr to approve the development plat. Mr. Colombo seconded the motion. The vote was unanimous. 4. Consider/Discuss/Act on recommendation regarding the 2013 Water Distribution System Master Plan. Mr. Schwanke gave a presentation. In order to ensure that adequate provision of water distribution elevated and ground storage and water supply is available water distributions system master plans need to be adopted and periodically amended. This document prepared by our consulting engineers using hydraulic modeling helps the City ensure that adequate elements are in place and appropriate sized distribution mains are installed as development occurs according to the land uses identified in the Comprehensive Plan. He noted that staff is asking the Commission to look at the attached documents and make a recommendation to the City Council. A motion was made by Ms. Setliff, seconded by Mr. Johnson to approve the Water Distribution System Master Plan. The vote was unanimous. PZ Minutes 02-03-14.doc Page 1 of 2 02-03-14 5. Consider/Discuss/Act on recommendation regarding the 2013 Wastewater Collection System Master Plan. Mr. Schwanke gave a presentation. In order to ensure that adequate collection and treatment of wastewater is available wastewater collection system master plans need to be adopted and periodically amended. This document prepared by our consulting engineers modeling of our system helps the City ensure that adequate elements are in place and appropriate sized collection mains are installed as development occurs according to the land uses identified in the Comprehensive Plan. He noted that the staff is asking the Commission to look at the attached documents and make a recommendation to the City Council. A motion was made by Mr. Johnson, seconded by Mr. Miller to approve the Wastewater Collection System Master Plan. The vote was unanimous. 6. Consider action to approve Minutes of the following meetings: • January 6, 2014 Regular Meeting • January 21, 2014 Special Meeting A motion was made by Chairman Burr, seconded by Ms. Setliff to approve the Minutes of the January 6th and January 21 st meeting. The vote was unanimous. 7. Adjourn. There being no further business, a motion was made by Chairman Burr, seconded by Mr. Miller to adjourn meeting. The meeting adjourned at 7:49 p.m. Maurice Schwanke Director of Planning and Development PZ Minutes 02-03-14.doc Page 2 of 2 02-03-14 MINUTES PLANNING AND ZONING COMMISSION SPECIAL MEETING February 24, 2014 The Planning and Zoning Commission of the City of Anna held a special meeting on February 24, 2014, at 7:00 p.m., at the Community Room of the Anna City Hall Administration Building located at I I I North Powell Parkway (Hwy 5), to consider the following items. 1. Call to order and establishment of quorum. The meeting was called to order by Chairman Burr. Members present were Justin Burr, Sandy Setliff, Elaine Gothard, John Johnson and Jeff Miller. Tiffany Burleson and Darrin Colombo were absent from meeting. Staff present was Maurice Schwanke. 2. Invocation and Pledge of Allegiance. Mr. Schwanke gave the invocation and led the Pledge of Allegiance. 3. (a) Public Hearing: To hear public comments on proposed amendments to the Water Distribution System Plan element and the Wastewater Collection System Master Plan element of the Comprehensive Plan. The Public Hearing was opened at 7:06 p.m. Mr. Schwanke gave a brief presentation. In order to ensure that adequate provision of water distribution elevated and ground storage and water supply is available water distributions system master plans need to be adopted and periodically amended. This document prepared by our consulting engineers using hydraulic modeling helps the City ensure that adequate elements are in place and appropriate sized distribution mains are installed as development occurs according to the land uses identified in the Comprehensive Plan. Also, in order to ensure that adequate collection and treatment of wastewater is available wastewater collection system master plans need to be adopted and periodically amended. This document prepared by our consulting engineers modeling of our system helps the City ensure that adequate elements are in place and appropriate sized collection mains are installed as development occurs according to the land uses identified in the Comprehensive Plan. The Public Hearing closed at 7:07 p.m. (b) Consider/Discuss/Act on recommendation regarding an ordinance of the City of Anna on proposed amendments to the Water Distribution System Plan element and the Wastewater Collection System Master Plan element of the Comprehensive Plan. A motion was made by Ms. Setliff, seconded by Ms. Gothard, to approve the Water Distribution System and the Wastewater Collection System Comprehensive Plan elements. The vote was unanimous. 4. Adjourn There being no further business, a motion was made by Mr. Johnson, seconded by Mr. Miller to adjourn meeting. The meeting adjourned at 7:08 p.m. Maurice Schwanke Director of Planning and Development PZ Minutes Special 02-24-14.doc Page 1 of 1 02-24-14 Adjourn