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HomeMy WebLinkAboutPZpkt2014-07-14AGENDA PLANNING AND ZONING COMMISSION REGULAR MEETING YtOUW HOMETOWN July 14, 2014 The Planning and Zoning Commission of the City of Anna will hold a special meeting on July 14, 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. 2. Invocation and Pledge of Allegiance. 3. Consider/Discuss/Act on recommendation regarding "Jonic Addition" final plat. 4. Consider/Discuss/Act on recommendation regarding "Anna Crossing PH 3A & 313" preliminary plat. 5. Consider action to approve Minutes of the June 2, 2014 meeting. 6. 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. July I I , 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. P&Z Special Agenda 07-14-14.doc Page 1 of 1 Posted 07-11-14 Invocation and Pledge of Allegiance 3. Consider/Discuss/Act on recommendation regarding "Jonic Addition" final plat. The Jonic Addition final Plat combines 5 lots of Block 3 of the Original Town Plat with 10 foot of an abandoned alley with a portion of 6th Street. Prior to filing this plat with the county the abandonment will need to take place with the abandonment information included. The abandonment is in the process and will be accomplished simultaneously with the approval of the plat at City Council. This plat is in an area currently under study with potential new guidelines for setbacks. As such none are shown on the plat. The setbacks required at the time of development will be enforced. The staff is recommending approval of this plat r�!r�.asarr+� , I 1 LOT 3 1 BETTY NC8NW A LOT 15 LOT 16 LOT 2 1 10�0`�II 1 INSICAUNE COIX LOT I STH STREET ea RnV. VOl.9E No PAGE 368 C0.LIN COUNTY VETO RECORDS 8749'5411 E 12481' / VEST EDGE b' 2-0.'CFI ®T S� PIPE ,0 "THEAST CORNER LOT 5, 6LOC1( 3 ABANOONEO ALLEY ORIGOUI TOVN OF AtNA 0LINN COUPTYE 278 PLAT RECONUS L0 9V I I OBIS L JACOUE CASIOILLAR CLERK'S ME NM1 I 2009102CC012LB221 1 I RAILROAD RAY, LOT 4 140.W' VOL278 C0.LIN COUNTY PLAT RECORDS 0Ay I AdP I 1 a LOT IR I BLOCK 3 LOT a I I 0.949 ACRE 1 1 w I> w a FOf Of TONS L JACQUE 1 LOT 2 N -1 CASHd& M I I S N Q CLERK'S FILE N. 1 w N K 2W)IO2WOI289220 I LD F E O 1 � a LOT I I VOUIPE NJ PAGE 368 COLLIN COUNTY DELI) N7mm Ngyz_ I i Rw vlx ilium ar NOW I I AEAUDOEO IN Citt CHNS L JACAIE >IOF ANNA GIS FILE cNTIO vn-E 1i6 6TH STREET I zWNozWBlzegzzo sl caetim all.�LNllle �m RE�Ds inl � IRON PM SET /4-WCIM IRb4 PIN SET ON SDJOf SIDE O' -- - 1/2-INCH IRmi PM FOIND N 8>'4938' V 12S)6' 3RON POI <VUfO I 1 N 8]'49'SB' V 9.26' 11 1 Xl ER CONSTRUCTION Ell ' VOLUME 2250, PAGE 244 1 1 C0.LIN CORM TEED K(XINS C1RASH�JAA1£�) VOLUME: 21, PAC{ 368 1 CLERK'S FILE III COLLIN COUNTY NEED RECORDS 2009102WN289220 I 1 1 1 �� 2 I - - -- - - � RENTING BS19 CENTER OF TNWi RIOH-6-VAT YAP 0. I f� ROAD 16 455N CORR0.LiNG IRM9T4]S AT Pt STA. 89c08b AND VWD RAV, YNaFR FOLNO IN 1 FtH RIIV, LINE AT STA f9s2S9 P0.WCENT NOV. IEED W VO..l4E 6BS, PM 28SN RIIV. DEEDS ALSO W V0.1RE 685, PAGE 331 A•ID V0.lB£ 686, PACE 196 1 A 146 TO FLOOD INSURANCE RATE HAP t8 49(65C M60 J, FATED 6-02-2W9 1 LOT OL 6LOC1(3 Sf9VN 1ERFON IS WT N THE IW YEAR FLo00 PLAIN APPROC S 16.4W2V E, 1537.Bo' FROM NORTHEAST CORNFR W LET IR, BLOCK 3 SMVN HEREON M APNm. SISPINIAST CURLER 0. THE HENRY BRANTLEY SURVEY, ABSTRACT NO ]I STATE GF ,Ex]s AVNIY D< LOWN CdYTm County TCRY 0 exos,Imsatrnen Wrq In ill henry NronoUv%ner off, ebeWoIl mna)1,roWng a sury of Lots 1, Dock 3 of tlro T=TAcI Tom off Mm o m9 to NON r p lnpmf recerOed In vkrce2I. pa9e Joe a is f so County dell O 5. I»Hp w� o Port of One 2p foot %aery poan 5M most of t1wo O foot unla a Bala LotoNht 1 -WW o s. Bock J ce Bole mop a Mno; a w aCOMw+eErt n City a Anna Ong oe No. v% of 6U Ss w awn w by Mies a Mm all w InBws: ,g denenDed % malty all BavMs BEGBUDNO on Un west MIA a a 2-Inch pipe fwMla the mrtteorl ccma a Lot 5, Block 3 a ill Or{gfml Tom a Mud: same Wa In the weel Nght-of-w% wee of the DAR.r. rarvoaa ell Uv south right-of-vW Dw a 51h SlrseU 1HENCE Sall ol'46'29• West, VM U next fm a Bola Bock 3 oM the went N K-of-r% Sne of saw DART. rogrooe, Powiy Ne wWMwt comae a Bab BKKk 3 oM V,e roHh N9M-of-rq Ilno a 6N Steet at 450.A feet oM wnti ahl in o0 MOO feel W a 3/4-inoh Iron pin Bee on tM earN stbe a a H-Inch Son Pin fmM a Uw norine nt oomx a Bock 2 of Bab Or{pLml on a ).nR: ou" Wiq on Ow .oath rVA-of-wry f a wb 6th Street some Me ra0,emt ccrnei a o tract a oM recotded In JA:AJ a 2250, page 244: THENCE Norm 8740'6W WAe% v tih Uw mrih Bm a said B k 2, Vu mM Fine of Bole tract M soluiw 2250, pope 2" all Oro voutA right-cf-v% Fne a " file S4eet, 125.76 feet to a 3/4-MM irm pin set in ill wrt Eno of Ill 4.160 oas 4oa reaxeM no deKs fie no. 20W1020WI28942U: TIEHCE meOPwy uM line next fins a wie 4.160 note wa w foDevs: NMh 01'46'29' Ea % MOO feet to a If -inn Von pin found: Nate 01'W24' East 250.W feet b a 3I4-Inch Iron Pin W in One soM dgm-a-wry Fns of sae SN Street: o 1/2-Inn Ion pin fwM bean Nw 01'6B'24• Eaxt, 0,27 fwt iHFHCE SON 874VWO Eaa, math UH aoU right-of-v% Ono a wb 61h Street 124.84 feel to Un PVCE OE BEONMNG aM contoWN 0.049 none. Jon HeMlub, Pmbwl el Jono hmMw4. LLC srATE of TTws: Auerrr of count: lids Matnmanl me oWwatM9M Waa me Ode Oie_d% of 20f 4. Nolory Pwfq Stae of Texoa lul ALL WEN IN THESE PRESFM: Tot 1, &uce Ow ne henty certify that 1 yreparM ihb pa all Uw Rent mles nw" 0 Port thereof fven on oolml oM accurate •u0'ey a tno oM oM Uwt B coma rnonument sown 30 g SO Uwneon were prop" pocee under ten porsonol su;N ban. Scoot i' = 30' PR¢INtN4AY-lWS NpM04i SWV.L Ifili TO BE RECORDED F➢R MY PURPOSE Amon Cox, RegirteeM Praesekml LaM SuOTya, No. 4117Toone zrro m 3$33 3RD 3RD t� Iib55 4TH 4TH STH 5TH iF SIT )TH BTH J BTH x 4" 1'= 0D VICINITY MAP ]pprm�.a aH�d% of 2014, 6y ua crty owed of uw uq a Maa, CM1y smaetary OVMFR JOWL N1'F51VE]IR, TLC 210 E WNIIE SfREEI A)84i iEl%S )1H09 SUMYWt BftiICF Cglt, RP.I.S W. 4117 1101 W. UHh9ROY(V.S NCMYAY 380) WgON`IEV, i ti i6069 R1MIE 9)2-582-395g FA% 9)2-542-b]bt FINAL PLAT OP 1 i :l11• 4 SHEET 4. Consider/Discuss/Act on recommendation regarding "Anna Crossing PH 3A & 3B preliminary plat. This plat has been resubmitted since the comments below were developed. Most of the comments have been complied with, however several still are applicable. The staff is recommending approval subject to the comments. Preliminary Plat Comments 1. Rename Preliminary Plat from Phase 2A & 2B to 3A & 3B. 2. Include the TBPLS Firm # on the plat. 3. Add notes to the Preliminary Plat stating the basis of bearings, monuments found, Floodplain location, and date of the survey. 4. Clarify the right-of-way (ROW) dedication along Leonard Drive. 5. Include VAM's at each intersection. 6. Label and identify each corner monument set/found as well as property lines. 7. On the paving typical section, maximum slope shall be 4:1 and City utilities shall have a minimum of 4-feet cover. 8. Clearly show the north line of the 129.92 acres tract. Preliminary Water and Sewer Plan Comments 9. Water and sewer line alignment do not match the typical section. 10. Provide the lift station and force main design. Included in the design shall be a basin analysis and any proposed phasing. 11. Install a 12-inch water line along Leonard Drive with fire hydrants at 300-foot intervals. 12. Dead end water lines are not allowed. 13. Place a fire hydrant at each end of Street G. 14. Provide a sanitary sewer stub out to the west across Leonard Drive at the intersection with Sharp Street. Preliminary Drainage Plan Comments 15. Provide an overall drainage design. Including proposed conveyance routes, adequate easements, on and off -site drainage area maps, storm drainage calculations, pipe/channel sizing, HGL, etc. Storm water shall be detained to existing conditions. 16. Lot to lot drainage is not allowed. o� PROJECT �a LOCATION M N CR 422 h z CR 421 LOCATION MAP N.T.S. NOTES: B.L. - Building Line 111N111 - Phase Line NORTH BOUNDARY LINE OF 129.92 AC, TRACT 0= 15039' 37" R= 1200.00' T= 166.80' L= 331 .48' C= 330.43' B= N26° 09' /1"E i1; %z" IRS ryoro J�v 00 J O VY21"S mA, +►4\SHRP, LTD. ANNA TOWN CENTER TRACT) TRACT 1029.92 ACRE / 2600 VOL. 5631, PG • ~o� ZONING PD 129-2004 o, © 6 �S0 2 �� , 0= 320 24' 14" R= 1600.00' T= 464.90' L= 904.89' C= 892.88' B= N17053' 29 "E SHARP ROAD I f W IRS N� Oi 1* Z1/2" IRS N NOTE: BEARINGS REFERANCED ON GPS NORTH AS OBSERVED ON JULY 31, 2013. 50'R.O.W. 15' DR N 25' 25' 15'DRAJNAGE & UTIL. ESMT. & UTIL. ESMT. 7.5' 4' 2' 4' 2' 26' E E 24' 2' 4' MIN MIN 1� PROP. ELEV. i, _.___j_MIN MIN 2/ 2% .- -...-- 6" 3600 PSI CONC. °° CENTER S�HSLT, LTD 0 7" LIME STABILIZED W/•3 BARS AT 18" OCEW O ANNA TOWN ACRE TRACT SUBGRADE, 43.670 G.2431 PROP. WATER -� COMPACTED To 95% FRANCHISE-7 \1 NING P 72 W/ 4' COVER (TYP) STANDARD PROCTOR UTILITIES PROPOSED E ZONING SF - SANITARY SEWER TYPICAL PAVEMENT SECTION W/ 4' COVER (MIN) OP/9ACRES SPACE LOTLOCK E N.T.S. HOAMAINTAIN 0. %2" IRS S89012'11"E 1384.57' _ _ iZ IRS 31' 88'T0' 100' 100, 100, 100' 100, ..- 100, 100' -" '� -------------------------- 100' 101' , , 150' �, � 2 `� 4 5 m67 s 9 10 1112c� POINT OF BEGINNING ----------- ----- .. J I ( 150' 'E. --- -------- --------------- -------- -` 15_U.E_- ------ 0 -J I I I Q 100' -_ -100' - - 100' - 100'- 100' 100' 100' 1 w ,-' _----------------- STREET C L-1201' I I� I 2 0 i---------------------------------1------------- I ,M I i--,-----------------------�---I I^ I 133' I I I 110, _ 150' & V'E• 1-1 fd' L 15'U.E. 15'B.L.& U.E. �I 5� r�-i5r5�L.$-U.E.-- - 15'B.L.&' E. 51' 150' - -- 152 �j 150' '-i -!� �I- 15' B.L.& U.E 15' B.L.& U.E. -l� �1�; D I , 00 10,� 12 IQ i PI 18 19 J Io i oIw !� 24 25 ! I I oI �Ij Im I I� i of I 3 / ! I i I U-i I� i" i I i w I i �o ^p^ 7S0' / / t50' , I.lJ I , 150' 150' IJJ I �; ' 150' 151' t I I- , 150' 10 9 C m! WI w �; ���',/� s O 13 M! �I o I-' I !M 17 0 20 -� ~ 1 23 �I _ I I I PALOMA SUBDIVISION I / (r1 I 2s o I 4 LA 418 /^/^^� �! ��h 10 i �I�IF ' © MI I I I VOL. C, PG. 150, � I .t Ii •r II -I`-�150. 15' 1U2.-6E'. o �- o IRS -1- 124' 150- N89 1015211W 1 150.72 1/2" IRS14 21 22 QQ 27 70' 174' 175' -� 150, 1 J 10. V_T_ / /�. ¢<' 65� 12a' /�y i2" IRS N89° 10'52"W 620.92' " IRS Q \ \ /2 cn 0 50 100 200 SCALE: 1" = 100' ' hQ �o 8 15 ac �.,_ �G)� LEGAL DESCRIPTION h N N BEING, a tract of land situated in the Grandison Stark Survey, Abstract No. 798 in the City of Anna, being out of a 129.92 acre tract, 4 �e ap 5 3' Aso, 5 --35g�• 7 4 / �fr % / 'Sn INN ♦�o Ac 01 �/�oo/ , 56 0 / ' '/z" IRS W 3 ts9, �O tsp I l l / 3 (V I / , 0) J 2 m/ � / I r / ts8, 0) 1sp. l 2 I jo M 1 N I I 69 I 150` _ ' ' t r � %2' IRS I � � 1 15 do, 1 - -CIV �___ L-139'_ I I"-. 1s' s - _ _ STREEI'23q_-1_T-__` oco 102' .0 Q � - o Ve IRS m< - aom w 2 t Y)0 %z" BARRICADE IRS F OQoo �� 3 A Loa M... A= 060 44' 06" r om R= 950.00' 100, o T_ 55.90' N83° 30'49"W Q) L= 111.67' 305.41' C= 111 .61 1/2" IRS B= N72° 59128 "W WAY 5, LLC' ANNA HIGH650330 CLERKS Z20121228001 ZONING' PD 323-2007 �/2" IRS CENTER *4\SHRP,LTD. ANNA TOWN TRACT) TRACT OL. 5631, PG 26004 ZONING PD 129 20 as described In Volume 5631, Page 2600 In the Deed Records of Collin County, Texas, being more particularly described as follows: BEGINNING, at the northwest corner of La Paloma Subdivision, an addition to the Town of Anna, as described in Vol. C, Pg. 418 in the Plat Records of Collin County, Texas, also being in the south line of a 43.670 acre tract, as described in Vol. 5717, Pg. 2431 in said Deed Records; THENCE, South 01° 13'48" West, along an east line of said 129.92 acre tract and being in the west line of said La Paloma Subdivision, for a distance of 400.71 feet, to a %2 inch iron rod set with a yellow cap stamped "Corwin Eng. Inc."; THENCE, North 89* 10'52" West, departing said lines, for a distance of 150.72 feet, to a I/2 inch iron rod set with a yellow cap stamped "Corwin Eng. Inc."; THENCE, South 01° 15'07" West, for a distance of 111.50 feet, to a I/2 inch iron rod set with a yellow cap stamped "Corwin Eng. Inc."; THENCE, North 89° 10'52" West, for a distance of 620.92 feet, to a %2 inch iron rod set with a yellow cap stamped "Corwin Eng. Inc."; THENCE, South 53° 21'36" West, for a distance of 351.59 feet, to a I/2 inch iron rod set with a yellow cap stamped "Corwin Eng. Inc."; THENCE, South 65° 47'48" West, for a distance of 318.77 feet, to a %2 inch iron rod set with a yellow cap stamped "Corwin Eng. Inc."; THENCE, South 19° 33'39" West, for a distance of 292.68 feet, to a I/2 inch iron rod set with a yellow cap stamped "Corwin Eng. Inc."; THENCE, South 16° 01'42" West, for a distance of 166.06 feet, to a %2 inch iron rod set with a yellow cap stamped "Corwin Eng. Inc." on a curve to the left, having a radius of 950.00 feet, a central angle of 060 44'06", and a tangent of 55.90 feet; THENCE, along said curve to the left for an arc distance of 111.67 feet (Chord Bearing North 72° 59'28" West - 111.61 feet), to a %2 inch iron rod set with a yellow cap stamped "Corwin Eng. Inc."; . THENCE, South 07° 3557" West, for a distance of 151.00 feet, to a I/2 inch iron rod set with a yellow cap stamped "Corwin Eng. Inc."; THENCE, North 83° 30'49" West, for a distance of 305.41 feet, to a %2 inch iron rod set with a yellow cap stamped "Corwin Eng. Inc."; THENCE, North 01° 41'22" East, for a distance of 49.74 feet, to a I/2 inch iron rod set with a yellow cap stamped "Corwin Eng. Inc." at the point of curvature of a curve to the right, having a radius of 1600.00 feet, a central angle of 32° 2414", and tangent of 464.90 feet; THENCE, along said curve to the right for an arc distance of 904.89 feet (Chord Bearing North 17° 53'29" East - 892.88 feet), to a %2 inch iron rod set with a yellow cap stamped "Corwin Eng. Inc." at the point of tangency; THENCE, North 34° 0419" East, for a distance of 220.63 feet, to a %2 inch iron rod set with a yellow cap stamped "Corwin Eng. Inc." at the point of curvature of a curve left, having a radius of 1200.00 feet, a central angle of 15° 39'37", and a tangent of 166.80 feet; THENCE, along said curve to left for an arc distance of 331.48 feet (Chord Bearing North 26° 09'21"Easr - 330.43 feet), to a %2 inch iron rod set in the south line of said 43.670 acre tract; THENCE, South 89° 12'11" East, along the south line of said 43.670 acre tract, for a distance of 1384.57 feet, to the POINT OF BEGINNING and containing 28.527 acres of land. PRELIMINARY PLAT OF ANNA CROSSING PHASE 3A & 313 OUT OF THE G. STARK SURVEY ABSTRACT NO.798 IN THE TOTAL STREET LENGTH - 3935' CITY OF ANNA TOTAL CURVILINEAR STREET LENGTH - 1271' COLLIN COUNTY, TEXAS TOTAL = 32/. OWNER/APPLICANT ANNA TOWN CENTER NO. 4\SHRP, LTD. 8214 WESTCHESTER DRIVE, SUITE 710 DALLAS,TEXAS 75225 214-522-4945 THIS DOCUMENT IS PREPARED BY RELEASED FOR THE PHASE 2A 36 CORWIN ENGINEERING, INC. PURPOSERIM REVIEW UNDEROF THEPHASE 26 18 TBPE FIRM *5951 AUTHORITY OF WARREN L. TOTAL LOTS 54 TBPLS FIRM *10031700 CORWIN, P.E. *57875. IT SHALL NOT BE USED FOR TOTAL ACRES 28.527 200 W. BELMONT, SUITE E CONSTRUCTION PURPOSES. ALLEN, TEXAS 75013 972-396-1200 JUNE 2014 SCALE: 1"=100' X. III preplat.0n 7/3/2014 to. It I---------------J-•------L------a-------�------�------- ---- I -----' 0 50 100 200 SCALE: 111 = 100' LEGEND -�� PROP. WATER LINE PROP. FIRE HYDRANT AND VALVE PROP. GATE VALVE -- -- j , I I I I I I j I I I I �+PROP. FLUSH VALVE \ .-- ^"q gj,- -_/ ' . J^9=—'" _ - � ,i. —� .=__ �"-- � ''d'Z ` .+"""_-Z; )__" '.mow-"--'•'�_ EXIST. WATER LINE -- 8 _ � 9 EXIST. FIRE HYDRANT AND VALVE \ \ \ \ \ f _ °_ --_-- r — _ _ _ —�- — _ — — _- e,a — ^- - PROP. SANITARY SEWER - — -- �- -- ---- --- - I l — Q -• - PROP. MANHOLE \ \ \ \ \ \ \ �': / 7 `� \, / // `^ `\ \ ! �' I I 2 / \ II // ---0 PROP. CLEANOUT \ \ \, STREET C \ \ / / �' ` FORCE MAIN \ \ / ---- EXIST. SANITARY SEWER \ \ // l— \ \ \ \ \ / F 3g-.�-- — --- ---z-- -- --- — — ---•-- EXIST. MANHOLE \ % �I _ \ \ \ \ ;> rf 110 18, 1 1$ 1 I l 24 / / 25 O PROP.STORM SEWER ° \ \ 11 I II 1 3 - PROP. CURE INLETS �\�\ \ \ I / < -----C PROP. HEADWALL \ \\ \ \ \ \ \ \ \ \ \ II 11 ` \/, I I �� \ \ - WLu W / __--—T------r------T------ ---- ELOpME I Fy►TUR ! I 1 1 ! I I I I \g ©13 W I oq of I 17 �0 / J/ � I \ 2 3 / f 26 / 1 � 1 I 4 jy I10 I / I /(n II /i © / I / III /J / LaLu 14 g/I / / / //I /,fs / , Un� 27 / 1, � � � / I l, • I / \ /_Az V —` _ f ROPOSE�IFT—STA11bN \ ° m j.l. ��� � \ I I JI I8 / 15 / l ��// /�j�/—/ _"n _--\!` \ \ c� (Y3 l \ \ \ \ \ \5 r- J 1 /lz\ ! L------------------\ -- ' em�, \ D \ \ \ 4 \ \ \ TER *\4\SHRP,`�-T r CEN r ° v / \-------------- 1 \ \ TRACT 1 t12)9 2600 \� \ 1 \ \ 4-\ ------ '�------- \-r----\ ----- \ TbWN .92 ACRE TRA �\ \ 1 \ b� // \ I I f _ // / \ i rt--------- \ \ \ \� VIOL• G6`31, P29-2b04 \ \ 17 \ \ \ I 1 , / i> %;'- \\` ♦ j - \ '' \ '� ' \ 1 \ \ i\ \� 1 \ I I \--------- —i @lc- 2 \FUTURE\'l\E----- i , \-------- cam/ \ — — — -1I \ 1 •> \ I \ ---- •�------- \ ! SIRE IT ! ,t ! =Oo ORCE MAIN 1 \ I / j i \ \ ;�\ I / l� \ \,i \;r-----�------\---I - > \ / EX. `HATER LINE �� PORCE MAIN' +•�,r+ -------i�l� ! _ RRGP.OSE_D ! / I i ANNA/CROSSAI94 PHA \ ---_ 8 gam! ',L•:; f \ j �� \ \ ; \ \ \ I \ II j \ '\ ; \I I I \ 1 \ Isl 2 \ ! \ \ , �,, 1 ; i\ 5 I \ \ \v3 \ — r\ i------i-------------- \--------,----------i--------—------ --------------`�- I �,-----1\ I \ \; ,� \ \ I \ ------------- --- \ \ \ e i -° \ \ .. _ — — — — — -�\ ��_\, . ���\� < \ l� / \ ^/°`— — I I \ 1 �� ` ., \ 1 I \, .tee WATER & SANITARY SEWER PLAN I -\ - r_ � 1 u 1 � \ 1 Nl �-• -Salp ��/--of \l�l�', \ \r I ;,/ / �: ANNA CROSSING PHASE 3A & 313 OUT OF THE LLC- G. STARK SURVEY ABSTRACT NO. 798 ANNA HIGHWAY 5' CLERKS FILE ,0• 20123 200o1650330 IN THE ZONING: PD 3 CITY OF ANNA COLLIN COUNTY, TEXAS OWNER/APPLICANT ANNA TOWN CENTER NO. 4\SHRP, LTD 8214 WESTCHESTER DRIVE, SUITE 710 THIS DOCUMENT IS DALLAS, TEXAS 75225 RELEASED FOR THE 214-522-4945 PURPOSE OF INTERIM PREPARED BY REVIEW UNDER THE CORWIN ENGINEERING, INC. AUTHORITY OF WARREN L. CORWIN, P.E. *57875. IT TBPE FIRM #5951 SHALL NOT BE USED FOR TBPLS FIRM *10031700 CONSTRUCTION PURPOSES. 200 W. BELMONT, SUITE E ALLEN, TEXAS 75013 972-396-1200 JUNE 2013 SCALE: 1'1=100' ir m m iv \dgn\14041pre wss.dgn 7 m 0 N \ TOWN CENTER, *4\ST�ACT) D� \ \ ANNA TO \ \ TRACT 1 (129.92 ACR 60 �\ \ VOL. 5631, Pd• 2 \ 2� 200 ZONING. PD 12 \ \\ \ \ 1 � *4\SHRP_,_T)' LTD- CENTER ANNA_ TOWN 129.92 ACRE TRAC VOL. 5631-P-G2004- PD 129- U° I ° I :TENTION, POND J K`J �J OWN CENTER 5/HSLT, LTD' T ANNA 43 670 ACRE TRACT VOL. 5717, PG. 2431 ZONING' SF-72 24 /)25 ,8 s 9 t �Ep I �/ 1.45 5,� / ©, / /22 :ti' / / 27 `Y / RUNOFF COMPUTATIONS Area Area Area Runoff Tic 1(100) Q(100) # (sf (acres) Coefficient CA (min) (in/hr) (cfs) 1 49016 1.13 0.50 0.56 15 7.52 4.2 2 248541 5.71 0.50 2.85 15 7.52 21.5 3 154456 3.55 0.50 1.77 15 7.52 13.3 4 184266 4.23 0.50 2.12 15 7.52 15.9 5 204526 4.70 0.50 2.35 15 7.52 17.7 6 56952 1.31 0,50 0.65 15 7.52 4.9 7 62950 1.45 0.50 0.72 15 7.52 5.4 8 54825 1.26 0.50 0.63 15 7.52 4.7 9 63379 1 1.45 0.50 0.73 15 1 7.52 5.5 10 73162 1 1.68 0.50 0.84 15 1 7.52 6.3 LEGEND PROP. STORM SEWER PROP. CURB INLETS ----Q PROP. CONC. HEADWALL EXIST. STORM SEWER DRAINAGE AREA DIVIDE FLOW ARROW 0 50 100 200 1 DRAINAGE AREA NO. SCALE: 1" 3 100' AC. l_Q 1.13 4.2 PRELIMINARY DRAINAGE PLAN OF ANNA CROSSING PHASE 3A & 313 OUT OF THE G. STARK SURVEY ABSTRACT NO.798 IN THE CITY OF ANNA COLLIN COUNTY, TEXAS OWNER/APPLICANT ANNA TOWN CENTER NO. 4\SHRP, LTD 8214 WESTCHESTER DRIVE, SUITE 710 DALLAS, TEXAS 75225 214-522-4945 PREPARED BY CORWIN ENGINEERING, INC. TBPE FIRM 05951 TBPLS FIRM 0100317-00 200 W. BELMONT, SUITE E ALLEN, TEXAS 75013 972-396-1200 JULY 2014 SCALE: 1"-100' 4 map . dqn 7/3/2014 10: 07: 37 AM m OVERALL DRAINAGE CALCULATIONS Detain for Developed Areas 3 and 4 Existina Conditions Runoff Area jAcres C Tc 1100 Q (cis) 1 21.40 0.35 15 7.52 56.3 2 18.83 0.35 15 7.52 49.6 3 26.45 0.35 15 7.52 69.6 4 24.75 0.35 15 7.52 65.1 Total 240.6 cis Proposed Conditions Runoff Area Acres C Tc 1100 Q (cfs) 1 21.40 0.35 15 7.52 56.3 2 18.83 0.35 15 7.52 49.6 3 26.45 0.5 15 7.52 99.4 4 24.75 0.5 15 7.52 93.1 Total 298.4 cfs Difference between Developed and Undeveloped 67.7 cis Dralnaae Area to Pond Area Acres C Tc 1100 Q (cis) 1 21.40 0.35 15 7.52 56.3 2 18.83 0.35 15 7.52 49.6 Total 105.9 cis Flow must be reduced by 67.7 cis Allowed Release 48.1 cis Detention Storage Calculations Inflow Outflow Storage Storage Storm Inflow Area Future Future Future Rainfall Inflow Volume Volume Volume Volume Outflow Duration Duration (AC.) "CI' 'Kf' "CA" intensity (cfs) (cubic ft.) (cubic ft.) (cubic ft.) (acre ft.) (cfs) 10 25 40.22 0.35 1.00 14.08 8.74 123.0 73829 36092 37737 0.87 48.1 20 35 40.22 0.35 1.00 14.08 7.80 109.8 131777 50529 81248 1.87 48.1 30 45 40.22 0.35 1.00 14.08 5.75 81.0 145715 64965 80750 1.85 48.1 40 55 40.22 0.35 1.00 14.08 5.00 70.4 168945 79402 89543 2.06 48.1 50 65 40.22 0.35 1.00 14.08 4.40 61.9 185839 93839 92000 2.11 48.1 60 75 40.22 0.35 1.00 14.08 3.91 55.0 198172 108275 89897 2.06 48.1 70 85 40.22 0.35 1 1.00 14.08 3.60 50.7 212870 122712 90168 2.07 48.1 80 95 40.22 0.35 1 1.00 14.08 3.30 46.5 223007 137149 85858 1.97 r 48.1 100 Year Maximum Storage Required 92000 FUTUF E STORM--' --,� -� - - - \Y� J,,� --- J U1`U_RE \ \ I �o0 K Q V)I ) l I \ \ `k" Boa / \ \�r\ \ \ \\ \ \ \ \ ml r / o 01 J _1' t '�'11 0 -_ 1 h 60 OD G) \ 26.4 0 200 400 SCALE: 11= 200 LEGEND / , `', \ �lr ..! r. �.� 1 I -------- PROP. STORM SEWER CD\ °f PROP. CURB INLETS • \ J� I \ \\ \\ \\ ,;;o\ \ \ � �--------Q PROP. CONC. HEADWALL o`< \ \ \ q\ Lq / J �• / r ! \ 1 \ \ s - £6L\, < \ \ \ `i- / ) ! ' ` ` u \ 1 1 I 1 ' _ ` \'_ / \ �\ ` \ \ \ \gin \ I I I 1 \ . 11 DRAINAGE AREA DIVIDE 4 / O FLOW ARROW DRAINAGE AREA LABEL \ ' \I 1 \ \ / �� • o� \ \ \ \ 24 \7 \ 3�1 \ \ \ \ I \ 1.13 4.2 CROSS SECTION ID �O A ION CTION of / r 1 \ 1 \ \ •r,�, FUTJURE STORM-, ,�oo I �f / ` 68098 00 �00 YEAR \ / I - - I f ��, �\ \ �� £= �\ IIOEJENTI�N`PtSNp/ ''�- o JJ // J )�`�i, } / �\ l \ \ WSEL _ \ FUTUt E STORM \ I �72 � / 711�� _6 0"\ AC. / h - / / I -- --- \ ) 21 • A� 80.5 \ - r '� \ `\ \ <° \ \ \ t \ PRELIMINARY OVERALL \ \ \ \ \ \ \ \ \ \ \ \10 \ DRAINAGE PLAN OF _� ANNA CROSSING '--.7,a --' � _ / �1 ` l 1 \ / \I 1 I ♦ - ,�\ 1 , PHASE 3A AND 313 A. r _1_-s_L_LJ__L-1.----) ♦ // 1 .ti V/ az \ \ \ \ \ \ \ \ 1 \ /:\--- \_-- ♦ I // r /^ /`� �� �\ `\ \\ \ \ \ \ \\\ \ \ \ \ \ OUT OF THE \ �'\ / / \ \ \'\ \ I \ 1 1 1 ► 1 1 / / 1 / \ \ �\ \ \ \ \ \ \ \\ r \\ \\ \\ \ \ \ G. STARK SURVEY ABSTRACT NO 79$ \ - ._.- -'' / / --' /► I � \,- i'' �i'-. 1 \r--��-; IL `--I-� _1 ,_ j> f= \ - � -.. _.-- " / ♦/ � , -- / \ \ ( \ \ \ \ \ \ IN THE \ \ / � /-71a/ i '1'�\', ��<' '-- \; i \ I� I `i, \i\ I' / ti��� J� �" / / // -- - / -� \ \ \ \ \ \ \ \ r \ \ \ I \ \ \ \ \ \ CITY OF ANNA COLLIN COUNTY, TEXAS \ ` 1 \ --r, ' __-__� __�I _�\ ` \ / \ `- -y■- ,�, I 1 I / / , / / -1. \ \ \ 1 \ \ \ \ \ \ \ \ 1 \ \ \ \ l - OWNER/APPLICANT d `1 u LO< ANNA TOWN CENTER N0. 4\SHRP, LTD ti 8214 WESTCHESTER DRIVE SUITE 710 DALLAS TEXAS 75225 / / I � � �' i � ; �; ;`, i i ,; i i . II 1i i \ I W I ''•�\� - - - \ l I f l � �� `� � / / �rL-., � �\ \ \ 1 1 \ 1 1 \ \ \ \ - - \/-7,3 I / l % /�/ / 1-� \\ \ \\\\� \\ ` 1 1 1 1 1 I 1 \ I I \ \' \\ \ I 214 522 4945 �/ r ^_ / / / �M ♦ / L / PREPARED BY \ /f / \� \ \ \ \ \ �� �\ \ 1 1 / l 1 h'�_/`�♦ I \ \ )) J ) \ 1) I I I I 1 I I I I \ \ 1 / / CORWIN ENGINEERING, INC. i / i'/ ,/ �♦ \ �, // / / ,/ / r I I I 1 I I ( �i \, I 1 ,/ // /� �TBPE FIRM *5951 TBPLS FIRM 0100317-00 200 W. BELMONT, SUITE E ALLEN, TEXAS 75013 972-396-1200 JULY 2014 SCALE:111=200' W W 1e W L-. ...\dgn p offsite.dgn Consider action to approve Minutes of the June 2, 2014 meeting. MINUTES PLANNING AND ZONING COMMISSION REGULAR MEETING June 2, 2014 The Planning and Zoning Commission of the City of Anna held its regular meeting on June 2, 2014, at 7:00 p.m., at the Community Room of the Anna City Hall Administration Building located at 111 North Powell Parkway (Hwy 5), to consider the following items. 1 2. 3 Call to order and establishment of quorum. The meeting was called to order at 7:01 p.m. by Chairman Burr. Members present were Justin Burr, Elaine Gothard, John Johnson, Darrin Colombo and Lee Miller. Sandy Setliff and Tiffany Burleson had an excused absence. Staff present was Maurice Schwanke. Invocation and Pledge of Allegiance. Mr. Schwanke gave the invocation and led the Pledge of Allegiance. Consider/Discuss/Act on recommendation regarding development plat. "Phebus Addition" The development plat submitted is located within the extraterritorial jurisdiction of the City. The tract is in the W.W. Roberts Survey, Abstract No. 785 and contains approximately 5.079 acres of land. The property is located at 8677 County Road 512. The owner is proposing to build a house and several out building structures on the tract. The plat meets the City of Anna development plat requirements. Mr. Schwanke noted that the Staff recommends approval of the development plat. A motion was made by Mr. Colombo, seconded by Mr. Johnson to recommend approval of the development plat. The vote was unanimous. 4. Consider action to approve Minutes of the following meetings. • April 7, 2014 • May 12, 2014 A motion was made by Chairman Burr, seconded by Mr. Colombo to approve the above Minutes as submitted. The vote was unanimous. 5. Adjourn There being no further business, a motion was made by Chairman Burr, seconded by Mr. Johnson to adjourn meeting. The meeting adjourned at 7:07 p.m. ATTEST: Maurice Schwanke Director of Planning and Development P&Z Minutes 06-02-14.doc Page 1 of 1 06-02-14 Adjourn