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Alic IP 9:: OF liiir September 19, 2017 Regular Business Meeting 147 Wylie Planning and Zoning Commission NOTICE OF MEETING Regular Meeting Agenda Tuesday, September 19, 2017 — 6:00 p.m. Wylie Municipal Complex - Council Chambers 300 Country Club Road, Building #100 Ron Smith Chair Randy Owens Vice Chair Brad Emerson Commissioner Roger Myers Commissioner Mike McCrossin Commissioner Bryan Rogers Commissioner Jade Duan Commissioner Rena& 011ie Planning Director Jasen Haskins Sr. Planner Kevin Molina Planner Mary Bradley Administrative Assistant In accordance with Section 551.042 of the Texas Government Code, this agenda has been posted at the Wylie Municipal Complex, distributed to the appropriate news media, and posted on the City website: www.wvlietexas.gov within the required time frame. As a courtesy, the entire Agenda Packet has also been posted on the City of Wylie website: www.wvlietexas.gov. The Chair and Commissioners request that all cell phones and pagers be turned off or set to vibrate. Members of the audience are requested to step outside the Council Chambers to respond to a page or to conduct a phone conversation. The Wylie Municipal Complex is wheelchair accessible. Sign interpretation or other special assistance for disabled attendees must be requested 48 hours in advance by contacting the City Secretary's Office at 972.516.6020. Hearing impaired devices are available from the City Secretary prior to each meeting. CALL TO ORDER Announce the presence of a Quorum. INVOCATION & PLEDGE OF ALLEGIANCE September 19,2017 Wylie Planning and Zoning Regular Meeting Agenda Page 2 of 2 CITIZENS COMMENTS ON NON-AGENDA ITEMS Residents may address Commissioners regarding an item that is not listed on the Agenda. Residents must provide their name and address. The Commission requests that comments be limited to three(3) minutes. In addition, the Commissioners are not allowed to converse, deliberate or take action on any matter presented during citizen participation. CONSENT AGENDA 1. Consider and act upon approval of the Minutes from September 5, 2017,Regular Meeting. REGULAR AGENDA Public Hearing 1. Hold a Public Hearing and Consider, and act upon, a recommendation to the City Council regarding a Replat of Block B, Lots 4B and 5B of Woodbridge Center Phase 1, creating two commercial lots on 2.032 acres, generally located approximately 500 feet south of the intersection of FM 544 and Woodbridge Parkway. 2. Hold a Public Hearing and Consider, and act upon, a recommendation to the City Council regarding a Replat of Block B, Lot 6R of Woodbridge Center Phase 1 Addition on 0.9058 acres, generally located at the Southwest corner of Woodbridge Parkway and FM 544. Regular Agenda 1. Consider, and act upon, a Site Plan for Pet Supplies Plus, on Lot 4B, Block B of Woodbridge Center Phase 1 Addition located at the Southwest corner of Woodbridge Parkway and FM 544. 2. Consider, and act upon, a Site Plan for Credit Union of Texas Bank on Lot 6R, Block B of Woodbridge Center Phase 1 Addition located at the Southwest corner of Woodbridge Parkway and FM 544. 3. Consider, and act upon, a recommendation to City Council for a Final Plat for Collins Storage Addition, Lot 1, Block A, (ETJ) being 7.123 acres, generally located east of FM 544 and north of Bozman Road. ADJOURNMENT CERTIFICATION I cent fy that this Notice of Meeting was posted on this 15th day of September 2017 at 5:00 p.m. as required by law in accordance with Section 551.042 of the Texas Government Code and that the appropriate news media was contacted. As a courtesy, this agenda is also posted on the City of Wylie website: www.wvlietexas.gov. Carole Ehrlich,City Secretary Date Notice Removed This page is intentionally blank Wylie Planning and Zoning Commission CITY OF WYLIE r Minutes Wylie Planning & Zoning Commission Tuesday September 5, 2017—6:00 pm Wylie Municipal Complex— Council Chambers 300 Country Club Road, Building 100 CALL TO ORDER The Planning and Zoning Commission was called to order at 6:00 p.m. A quorum was present. Commissioners present were: Chair Ron Smith, Vice Chair Randy Owens, Commissioner Bryan Rogers, Commissioner Brad Emerson, Commissioner Roger Myers, and Commissioner Jade Duan. Commissioner Mike McCrossin was absent due to military service in Houston. Staff present was Renae' 011ie,Development Services Director,Jasen Haskins, Sr.Planner, and Mary Bradley, Administrative Assistant. INVOCATION & PLEDGE OF ALLEGIANCE Commissioner Rogers gave the Invocation. Commissioner Emerson led the Pledge of Allegiance. CITIZENS COMMENTS Chair Smith opened the Citizens Participation. With no one approaching the Commissioners, Chair Smith closed the Citizen Participation. CONSENT ITEMS 1. Consider and act upon approval of the Minutes from the August 15, 2017, Regular Meeting. Board Action A motion was made by Commissioner Rogers and seconded by Commissioner Myers to approve the minutes for August 15, 2017, as submitted. Motion carried 6 —0. REGULAR AGENDA Regular Agenda Minutes September 5, 2017 Wylie Planning and Zoning Board Page 1 of 3 Public Hearing—Redwood MHP Phase 2—ZC 2017-06 Hold a Public Hearing and consider a recommendation to the City Council regarding a change in zoning from Manufactured Housing (MH) and Neighborhood Services (NS) to a Planned Development (PD 2017-06) to allow for a Manufactured Housing Residential Development and a Retail Development on 30.58 acres of land located northeast from the intersection of Vinson Road and Allen Road. Staff Presentation Ms. 011ie stated that the property is zoned Manufactured Housing (MH) and Neighborhood Services (NS) and consists of 30.58 acres. The property has a total of two lots. The lot that is zoned NS will abide with the regulations of the Neighborhood Services zoning and has no variation with the Planned Development Standards. The lot that is zoned MH includes 149 manufactured residential units and six private streets that will be privately maintained. The applicant is requesting a Planned Development to allow for the new development to match the existing manufactured housing subdivision that is south of this tract of land. The Planned Development Standards proposes: the lot size for the residential units a minimum of 5,500 square feet; the street width to be 27-feet as measured from back- of-curb to back-of-curb; no on-street parking within the access and utility easements; rollover curbs installed along both sides of all streets. Five notifications were mailed to surrounding property owners. No comment forms were received in favor or in opposition. The proposed zoning change request will be considered by Council on September 26, 2017. Board Discussion Mr. Craig Schellbach, TRC Engineers, Inc, 700 Highlander Boulevard, Suite 210, Arlington, 76015, representing the Yes! Communities for the subject property, and the owner of the adjacent existing development to the south, Redwood by the Lake Manufacturing Housing Park. Mr. Schellback stated that the intention of the proposed development is to mirror the existing development with lot sizes of 5,500 square feet and the street widths of 27 feet. He further stated that Yes! Communities were not aware of revision to the Zoning Ordinance requiring lot size of 7,200 square feet, and the street width of 31 feet. The applicant does intend on dedicating right-of-way and constructing a screening wall surrounding the development. The development will consists primarily of single-wide manufactured homes, with very limited number of double-wide manufactured homes. The individual lots will be owned by the applicant and leased to residents, with an option to own the manufactured home. Mr. Schellbach stated there are no common Minutes September 5, 2017 Wylie Planning and Zoning Board Page 2 of 3 areas within this proposed development. The roads will be private and owned by Yes! Communities. Currently, no plans for the use on Lot 2 of the Neighborhood Service zoning. The Commissioners discussed in length the proposed lot sizes versus the required lot size. Ms. 011ie stated that staff views the property as an infill lot and there is no precedence set for the development. Board Action A motion was made by Vice Chair Owens, to recommend approval based on stipulations: the entrance off County Line Road be widen to 31' minimum and increase lot size. Motion withdrawn for additional discussion. Commissioners discussed lot size in depth, and was unable to come to a consensus. A motion was made by Commissioner Myers, and seconded by Commissioner Emerson to deny the request for a change in zoning from Manufactured Housing (MH) and Neighborhood Services (NS) to a Planned Development (PD 2017-06), due to no consensus from the Commissioners agreeing on lot size. Motion carried 6 —0. Ms. Bradley stated that the next meeting is September 19, 2017. Commissioner Emerson stated that he would be unable to attend. ADJOURNMENT A motion was made by Vice Chair Owens, and seconded by Commissioner Myers to adjourn the meeting. All Commissioners were in consensus. Ron Smith, Chair ATTEST: Mary Bradley,Administrative Assistant Minutes September 5, 2017 Wylie Planning and Zoning Board Page 3 of 3 This page is intentionally blank C`iOF ter Wylie Planning & Zoning AGENDA REPORT m'rrRrv^.. Meeting Date: September 19, 2017 Item Number: 1 Department: Planning Prepared By: Jasen Haskins Subdivision: Woodbridge Center Phase 1 Date Prepared: September 11, 2017 Zoning District: PD (2003-01) Exhibits: Replat Subject Hold a Public Hearing and Consider, and act upon, a recommendation to the City Council regarding a Replat of Block B, Lots 4B and 5B of Woodbridge Center Phase 1, creating two commercial lots on 2.032 acres, •enerall located approximately 500 feet south of the intersection of FM 544 and Woodbridge Parkway. Recommendation Motion to recommend approval to the City Council regarding a Replat of Block B, Lots 4B and 5B of Woodbridge Center Phase 1, creating two commercial lots on 2.032 acres, generally located approximately 500 feet south of the intersection of FM 544 and Woodbridge Parkway. Discussion ENGINEER: Winklemann and Associates, Inc. OWNER: CSD Woodbridge,LLC The property totals 2.096 acres and will create two lots from two existing lots. The reason for the replat is to move the dividing lot line north approximately 10' to accommodate the development of a retail development on Lot 4B and add a 24' access/fire lane easement across both properties. The development of 4B is proposed as a single story pet supply store. The site plan for this commercial use is also on the current agenda for consideration. Both lots in the Replat meet the minimum street frontage and lot size requirements. The plat shall also dedicate the necessary rights-of-way, fire lanes, utility, construction, and drainage easements. The Replat complies with the applicable technical requirements of the City of Wylie and is recommended for approval subject to additions and/or alterations as required by the Engineering Department. Council consideration October 10, 2017 Approved By Initial Date Department Director RO 09/11/17 Page 1 of 1 A WLO.12 STREETVOL EAPGME 6 IS SS �~ n LOT 6,BLOCK B LOT 9,BLOCK B WOODBRIDGE CENTRE, EIAoorONRE 2IAoor Ea o o a WOODBRIDGE CENTRE, PHASE I ADDITION PAGE SOS a08 PHASE I ADDITION voLUMEz01z PAGE SOS 1 VOLUME WOODRDGE.Lc .01an°ea G0001920 / p 4 N.VOLUME zalz PAGEGC ———— i ——I FIRE LANE AccEs za1 a0s100 —I—L POINT OF csD wooDR DGE.LLc 10a010z0 / c wz0 a0s1e01a001sz0 , — & J a BEGINNING EnsEMENx- LTv (MseDeretemswmrenB 22232 enneNT - ,1„w x F N 89°1921 E — xc 4 000°4315" �.zolz,Pc.aos N89°1921 E — M 2 vot.z m Pc.304 1ox10 WATER Ch L=11 89' o \. r z 1� ,C uz° N 00°33'21"W ��EASEMENT y i aas /' - CUSS 22.01' h B=S25°24'28"W , o ry VOLvoL.z01z Pc.a08 Ne Access '1 i ramro _ nvevsenneNT a z Pssce / N ro N J o UTILITY EASEMENT tiR j F - r 2 —__ 2a F RE LnNE& �. VOL.2012,PO 308 / clR�s UN W,Wpt a L ^ ' ��ACCESS EASEMENT 6 M 16P2 �� W-�.. Ev. I og Sa NofiospPs5z ¢ `c�i 0 d 20666 o LOT 58,BLOCK8 &a 3� pszz I6 1.194 ACRES �� Q p �, (49,402 S0.FT.) o Fd / Q , ¢o n 15 ao 'El 0 0 so In 1 o g 4/�, ozd¢U am a tt Scale T.ao_xREF g csD wooDRIDGE-LLc _g , 2° 0 3 i Q o VICINITY MAP LOCK B / '� �g -LOT 1,a T °3 a, NOT TOSCALE KROGER TEXAS LP. s 47 m z z o NST#20120224000215920 Co >w ABBREVIATION LEGEND I - w ABBR. DEFINITION COS COUNTS'CLERK'S FILE NO. CIRF IRON ROD FOUND WITH CAP aRs IRON ROD SET wLCAP STAMPED'VMS II 1.E_a01s• —_7-- •158°• 4=018°40'O6" CM CONTROLLING MONUMENT _ Nse erz z __— 1s4-a1• IRF IRON ROD FOUND s' � R=88552 MPG MAG NAIL SET WITH SHINER xCF xcF—IIX! — — -- (OLD LOT LINE) �L=288.52' _ PKF PK NAIL FOUND ,' / / Ch L=287.24' PKS PK NAIL SET ,' WOODBRIDGE CENTRE, // ChB=S16°26'03"W W PM PANT MARK i... xcF PFIASEIADDITION 1 CO xCF x CUT N CONCRETE FOUND BLOCK B xcs x CUT N CONCRETE SET //�� LOTS 48 8 58, ) CC •(�' �� I Is (BB SOB sq.E) _ / O. / xCF / �� _ 24 FRE LANE& 01o°aloe r' 1L ft I Is_ R 16555 W ACCESS EASEMENT L 165.5H W (13 8 = CB 512°1414 W ii __ STREET EASEMENT CURVE TABLE J U / � voL.zolzsEMENr Z o m LOT48 BLOCKB I voL201z.PGaoa W I tO O.B98 ACRES P�3os No DELTA RADIUS LENGTH CH L CH B a U Q m *_ !$ (39,103 S0.FT.) _— A c5 wOODRIDGE LLc I I' C1 4G2Ha1 2H oo 09' N23°5454W lLJWC4 se et M LOT BLOCK 4 C2 48°0o1e 2800 T8' 52a°1030 W le WOODBRIDGE CENTRE 4 024°5243" ao°1446 2e oo s1 N14°26mE ('V PHASE I ADDITION R-105.00' ca I VOLUME 2012,PAGE SOS I L=45.59' ,......._ 1 C4 80 0z4e 280o as.12 a601 s4o4z02 E m CS L=45.23 sPEOEBTR AN ° ° ACCESS EASEMENT ICh B S76 5300"W `, sIBILry EASEMENT O i z 10'SEWER EASEME ` CRS 15 45•MAG o m • Q 1 0 89°19 21 c ,.� ,cl. / 4391 i w 4 is wn eMe0T vo S 64 26 38 IN J 28 er�p 91 21 / —r J VOL o1z, scs�.. _ 1c J I WOODBRIDGE CENTRE,PHASE I ADDITION E E S89°119'21"PP (Svsea separate�� I REPLAT o m 1awnTeR xcF WOODBRIDGE CENTRE,eosenne"T 3074' / LOT 48 and LOT 5B,BLOCK o PHASE I&G.N.RAILROAD COMPANY SURVEY,ABSTRACT N0.1061,and THE J W. 5 n 2 FA xcF—— -1 vowMEa BLOCK 0 VOLUME AD IRF CU RTIS SURVEY COLIN COUNTY ABSTRACT N0.196 '" Y. ory ooe�IDAE OTRE� 212 PAINS CITY OF WVLIE,COLLIN COUNTY,TEXAS a ADDITION I I Q 2032 ACRES 555 z012 PAGE sOs GINgaURNEra R , OWNER 1 ise "Selling a portion of this addition by metes and bounds is a violation HIGaNavENUE 6750 HILLCREST PLACA DR,SUITE 325 of City Ordinance and State Law and is subject to fines and 0 9907090 ° OF withholding of utilities and building permits" 1 89 0121 S689H00o61 TEXAS SURVEYORS NO.100866 00 (� dl PROPERTY DESCRIPTION SURVEYOR'S CERTIFICATE "Recommended for Approval" STATE OF TEXAS In Chapman,Panning&Zoning Commission Date U a �+ Survey EAbstract No� n C S C `1n C RCompanyany 1061,and the JWurtis Survey,Abstract No 1 6,1n the.of WylleCollo County,Texas, COUNTY OF COLLIN C.ofWylle,Texas Q rpi e•de : Count, bang leall tic g C tltlNon, IIC Re IIn SE PRE E Qyl" s g the plat Page "Approved for Construction" E County,Texas, g ore pa y eda do hereby c.f., prepared ths pat from an actualon the groundy and as recorded descnbed and that the corner monuments shown thereon re papery paced under my persona p �I gi BEGINNINGg g ofway n accordance wth the Pa P.Rues and Regu atoms of the Cty ofWyre Panting and Zon gCommsson. " Mayor,Cty ofWy e, m begnnInggof a curve to the tight bzvng a adds of.500 feetacentra angle of 00 deg 43 ran 15ecc,a"cchord shall not N� Texas Date zo C ry bating of South 25 deg 24 man 28 sec West and a chord length of 11 89 feet, PRELIMINARY,fins documents nro recorded for any purpose ant shall not be used orvlaxed or rely upon Acceptetl" U survey document �wth the w�fgbtofwybeOfWoodbndgePay the rdoW�anrss and d tics pEOF> , Date 2- rt�or eker May C. Wry Texas southwesterly, g taaM��setrdrcomer edi Texas g� �' The g .Secretary of the Cty Wry Oreggad final South 25 g an ad found at the begnngg Ora cum 'g f pat tam e curve to the left g g40 ran 06 sec and a chord beafrg of 30 325 ',us.en+.-°��, iy Councrl on theg y by C. and i Dallas,Texas South 16 deg 26 ran 03 sec West, da chord eng 2 24feet W2/496T090 �"'% sewer as •" ��'U R.� show nadupon sad plat and sad Couns furtherauplortzed the Mayor to note the ne Southwesterly,wth said curve E the left,an arc distance of 2H8 52 feet to a MAG nail set for comer,said MAG acceptance thereof by son..name as bessnabwe subscbbed. nail being the southeast comer of said Lot 4,Block B, THENCE SoLrth 9 deg 19 min 21 sec Westdepart.the wrestnght-ofway Me of said Woodbridge Partway,a Wlthee my hand this day of AD.2➢n. red plastc p stamped"WAI"set for comer and the beginning of STATE OF TEXAS curve to the left feet osu West,aOC.O d ce feet,length of 4523 feet,central min l angle deg 624aset chordantlachordwa bnng of COUNTY OF DALL45 South 76tleg sd ran City Secretary THENCE along said curve todi the left,an arc stance of 45 man an ic ce 59 feet to a 1/2lnch n d wth red plastp the erslgned autbo m,a Notary Public In and for said County and State,on this day personally appeared City of Wylie,Texas stamped"WAI"set for comer LUEKER,known to me be the person whose name Is subscbbed to the foregoing Instrument and er- ack ME n.leggetl to me that be executed the same for the purpose and mnsideatons therein expressed THENCE SoLrth 4 deg 26 min 38 sec West,a distance of 91 21 feet to a 1/2Inch Ian ad wth red plastic cap stamped'WAI"set for comer GIVEN UNDER HAND SEAL OFFICE TM1Is day LR THENCE SoLrth 9 deg 19 min 21 sec West a distance of 30 T4 feet to a 1/2 inch man ad wth red plastic capof 201]. stamped'WAI"set for comer,said Iron ad being the southwest comer of said Lot 4,Block B, THENCE North 0 deg 40 min 39 c West dis tance stance of 372 l/2 98 feet inch man rod wth red plastc cap otaryPubllcln and for theStale of Texas ZWM stamped'WAIM1 sec for comer,said Iron ad being the northwest comer of said Lot 5,Block B, N a ;0 THENCE North 9 deg 19 min 21 c East,a distance of 99 61 feet th a 1/2lnch Ian ad wth red plastic capp 0 '2z stampetl'WAIM1 S secet for comer My Commission Expires: Op — THENCE North 00 deg 33 man 21ecWest,a distance of 2201 feet to MAG nail etformmer QD FU THENCE North 89 deg 19 min 21 sec East,a distance of 22232 feet to the POINT OF BEGINNING. ¢W1 CONTAININGw,thin there metes and bounds 2032 acres or 508 square feet of land,more or less. ao¢—r eabngs shown hereon are bared upon an orvtheyaund Survey performed In the field on the MD day of November, zing a GP S.beabng related th the Texas Coordinate System, ma " "(4202),NA ,D 83 uhsiIllng C.ofWylle Control monuments CM land CM 3,god values of North 00 deg40 ran sec — U est(plartNorth 00 deg 20 min 08 sec West),along the East Me of Hooper Busness Par:Addton,an addition to the City of WyIIe,Texas,as recorded In Cabinet 0,Page 21,P RC C T. W 2 NOW,THEREFO.,KNOWN ALL MEN BY THESE PRESENTS: That ,acting herein by and through Ds(Its)duly authonzed officers,does hereby adopt.plat desgnatirg the beranabove descbbed property as WOODBRIDGE CENTRE,PHASE 1 ADDITION, an adaton to e C.ofWylle,Texas,and does hereby deck.,In fee simple,tothe public use forayer,the streets,tights-ofway,and other publi Improvements shown thereon.The streets and alleys,Ifaw,are dedicated W for street purposes.The easements and pNblo use areas,as shown,are the public use forever,for the CO purposes plaated on this plat. dings,fences,trees,shrubs or otbeompavements or growths shall be or placed upon,overor across the easements as shown,except that landscape Improvements may be = placed In`elandsape easements,If approved by the C.Coundlbofthe Ctty of WyIIe In addton,MII.easements 0.may also be used for the mutual use and acammodaton of all public utllltes desiring to use or using the same unless the easement..the use m pamcuiar utlltes,said use by public utllltes bang subordinate E the publics and City ofWylle's use thereof. WN e Cttyof Wylie and public utllttyenttes shall bake the bgbtto remove and keep removed all or pare of any W (13 Iltllrgs,fences, sbabs or otbeomprwements or growths..may In arty way endargero Interfere wth I— the tau Iency oftharrespectve systems In said easements The .of Wylie and Q Z U Cuble utittz eenttles shall"at all tmes have the Ell tight of Ingress and egress to or from their respect.easements J W the purpose parts°N their"nesPectve sYtems wtheo`lit the necceissyi.at any Procure.meters, from to or a U '/ arryone.This plat approved subject to all planing Ordinances,rules,regwatOns and nes0luti0ns of the Grp of Wylie, W W N Texas WITNESS MY HAND,THIS THE DAY OF on tt 0 O 0 N CSD WOODBRIDGE uL Ce BY m CI The 0 0 STATE OF ILLINOIS COUNTY OF COOT( BEFORE ME,the undersigned authobry,a Notary Public In and for said county and state,on thrs day personally appearetl he person whose name Is subscribed to the forego!. express. an acknowledged to me that he executed the same for the purpose and mnsideraton thereof GIVEN UNDER MY HAND AND SEAL OF OFFICE mIs day Of 2017. WOODBRIDGE CENTRE,PHASE I ADDITION y REPLAT o U m LOT 48 and LOT 58,BLOCK B Notary Public In and for State of Mon. I&G.N.RAILROAD COMPANY SURVEY,ABSTRACT N0.1061,and THE J W. ,2My commisson Expires CURTIS SURVEY,ABSTRACT N0.196 m lR g. CITY OF WYLIE,COLLIN COUNTY,TEXAS a 2032 ACRES SHEET - OWNER ENGINEEOSURLSEYOR "Selling a portion of this addition by metes and bounds is a violation HICAN AVENUE R,SUITE 325 2 of City Ordinance and State Law and is subject to fines and GA50LLAAS,rexa o OF withholding of utilities and building permits" CHICSO980 RO 9ILe 1 (9049ENh090 649 ee 2(SID 3naiooa Tr=B:701RB Noiooe55 oo 2 This page is intentionally blank 0F iv Wylie Planning & Zoning AGENDA REPORT Meeting Date: September 19, 2017 Item Number: 2 Department: Planning Prepared By: Kevin Molina Subdivision: Woodbridge Center Phase 1 Date Prepared: September 11, 2017 Zoning District: PD (2003-01) Exhibits: Replat Subject Hold a Public Hearing and Consider, and act upon, a recommendation to the City Council regarding a Replat of Block B, Lot 6R of Woodbridge Center Phase 1 Addition on 0.9058 acres, generally located at the Southwest corner of Woodbrid:e Parkway and FM 544 Recommendation Motion to recommend approval to the City Council regarding a Replat of Block B, Lot 6R of Woodbridge Center Phase 1 Addition on 0.9058 acres, generally located at the Southwest corner of Woodbridge Parkway and FM 544 Discussion ENGINEER: Kimley-Horn OWNER: CSD Woodbridge, LLC The property totals 0.9058 acres and will modify the existing lot 6R, Block B of Woodbridge Center Phase 1 to dedicate additional right of way. 2,387 sq ft will be dedicated to FM 544 and 1,637 sq ft will be dedicated to Woodbridge Parkway. The replat will also add visibility access easements, an 8' pedestrian sidewalk easement, and mark all the existing easements from the previous final plat. The Replat complies with the applicable technical requirements of the City of Wylie and is recommended for approval subject to additions and/or alterations as required by the Engineering Department. Council consideration October 10, 2017 Approved By Initial Date Department Director RO 09/11/17 Page 1 of 1 /\ OWNERS CERTIFICATE NORTH F.M. STATE OF TEXAS COLLIN COUNTY HERE SCS°WOODBRIDGE LLC is the owner of a tract of land situated in the I 8.6 N Railroad Company Sury ey,Abstract No 1061 a.the John W GRAPHIC SCALE IN FEET .M.544 (A VARIABLE WIDTH R.O W) rzo a. R.O.W.DEDICATION the Gitws according p recorded in Volume Luv, g not the p cords of Cohn r, y, ;as aria g particularly scribed =ui0m zoun BY THIS PLAT as 0.0548 ACRES P.O.B. BEGINNING at a"X"cut in concrete found at the intersection of the south a(a vway) / 2,387 SQ.FT. right-of-way F0 o e west 't3"E L°t t'azE „ore r way( - ) g of arearight ha�nga Tema angle oriT°is'az", ,s .' sae ' s,a°o a radius meus.D0 feet, g and distance of South isWest,28390feet, VICINITY MAP NOT To ecALF .®1111111111 THENCE with said west right-of-way Imo of Woodbridge Parkway,In a southwesterlydirection,wnh said cures tothe acid,an arc distance or Lea se root toa xF Woodbridge X cut in concrete set for the northeast corner of Lot s,Block B of centre,Phase l Addition,an addition to the city of Wylie according to the plat � `eai recorded 1n Volume 20tz,Page MB of Map Records; w ax�nc euuD,rd „ — w _ I „„„„e.w !HUI,departing said west right-D.ay otW Woodbridge Parkway a.with north of said Loth,Block B,South B,1,21 West,a distance Dt 1 ,sw2,E2 PO.8E.T UTILITY PO 3. v. tt3nz rearm a'x°cut In concrete set for the sowhwes comerorsam Lot sR,slewe,----—— xs ,o,o� t L./ ECCT. sa VOL it 39 west,a distance of26638 feet tea x cut sEa SITE MCCCT. i ama e ge• in concrete set in sid south right-of-way line of F M 544 for e san northwest corner of g d Lot 6R,Block s III /I cap DL 1 / } wrNu+cE aSouth 2°11,9"East,a distance of 0 85 feet to a 5/8"iron rod with plastic cap stamped..1,,IA"set for corner, 10r I I ,o �ME // North8T3aus f1B. POINT and g g B 9982 ass ofla. �' L EASEMENT s�°u EASEMENT MOILS: o'®n w I a o OWNER'S DEDICATION STATE OF TEXAS § June 2,2009 of the National Flood Insurance Program Map, Flood Insurance Rate Map of Wylie County,Texas,Federal 4 ° 1 According to Community Panel No,,1,1_1/h,1_141h J,dated LOT BR,BLOCK B I 1 / 0 oFw LE y Administration,this property is not within a special flood hazard area If this site is not within an identified special /WOODBRIDGE CENTRE, / 11 /' i O o NOW THEREFORE,KNOW ALL MEN BY THESE PRESENTS. flood hazard area,this flood statement does not imply that VOL V , 1 / / the property and/or the structures thereon will be free from MA I LS LOT SR,BLOCK B / CO o I HAI,LSI,VVOODB1111,6t ILL,do hereby adopt this plat designating the hereinabove described property as VVOODH1111,6t IAN!lit,11-1ASt I tlooding or tlood damage Un rare occasions,greater tloods 09,456 ACRES COcan a.will occur a.flood heights may be increased by — statement shall not ❑— create la orthe _ 39,456 SQ.FT. / v p surveyorN '.'' / 0 any buildings,fences,trees,shrubs,or other improvements or growths in which any way endanger or interfere with the construction,maintenance or 2 Selling a portion ot this addition by metes and bounds is a E o-o; / efficiency of its respective systems on any of these easement strips a.any public utility shall at all times have the right of ingress a.egress to and from procuring m - F m �g �� 0 / / � permission o v p approved ( m platting rules, gresolutionso v v Teas the: withholdings one:and buildingp ns /VOL 2012 PO 3. / WITNESS OUR HAND / 3 The bearings are based on Woodbridge Centre,Phase I p MUTUAL I T3', — 1 53 MISCCT 53.1E10,Lots,/12 and tl12,Block H,according to the plat recorded in Volume 2013, g ee of the p cords or / csD WOODBRIDGE LLc co County,// D vv plastic cap stamped KHA set antes noted otherwise. ° Duda Jr 5 No e between the height of 2.a.9.may be I / P.' M Title AuthonxedAgnt placed visibilitytriangles EASEMENT // / Pea LOT 7R,BLOCK B VOL 2013,PG e _ ST MUTUAL ACCESS nn pLc�TEosonnEu. STATE OF _ 6 The coordinates shown hereon are Texas State Plane courvTY projectionCoordinate System,North Central Zone,North American E g coordinate Dawes,no sale and no MRccG. R.O.W.DEDICATION / / BY THIS PLAT / / person a.°nicer whose name is subscribed to the toregoing instrument,and aorta m me that he executed the same tort sand f ,on this day personally appeared Fritz L Duda Jr known to me to be the gl _ / 0,37 SQ.FT. considerations thereofexpressed and in to capacity rein mted. g purposes - / 1,637 SQ.FT. 82 w o-,sso / / Recommended Approval" Chairman,2/\/\r _ c c1vEly ulvoER MV Hwvo Alvo sEnL OE OEE1cEtnas y ,zoo. ror Pppree" AM L9ao fT VMEnT sio.wacn E.sEMeaT 1v v buc,sate or v v 1e;as g Commission Date I a J./ s.PEDESTRIAN e / "Approved for construction ", / / Pont Name v vWylie,Texas Date 2 PO IION W VOL nos C�.� / wvow ALLMEN BY THESE PRESENTS A p - J / at at is at notes e a part rom an accurate survey v vWylie,Texas Date L / athat y ecornxas monuments shown thereon were properly placed undo vp ono supervision in accordance with the Subdivisionregulations of the v ot The undersigned,the City Secretary of the Orly of Wylie,Texas,hereby certifies that the foregoing ",, final plat of the Woodbridge Centre Phase I Addition,a "s I to the City Council on the day of ,2017,a.the Council,by formal action, ., xs then and there accepted the dedication of streets,alley,parks,easement,public places and water , __ 1_ L. sa ss tram , .f a.sewer lines as shown a. oraed PRELI.MINARY remere y g g nameasherenabene b aibea '4E7;4= —voL 2012 PO 3. Kmley-Horn a.Associates,Inc THIS DOCUMENT SHALL Witness my ha.this_ day of,_ A D,2017 5 MP CCT 13455 Noel Road,Two Gallena Office Tower,Suite 700 NOT BE RECORDED FOR --___ Dallas,Texas 75240 ANY PURPOSE AND LINE Ph 972-770-1300 SHALL NOT BE USED OR Git BLE ,Teas PONASAFNAL Ot efw LENGTH ° R�DEs Bee BLOCKB =P STATEOFTEXAS WooDB ,PHASE ADD oN So° HTHA°CAP BET COUNTY OF DALLAS FINAL PLAT 0 oXF=X CUT IN CONCRETE FOUND arypersonaappearenown WOODBRIDGE CENTRE,PHASE I ADDITION B „ 2°°U / person = AB and officer whose name is subscribed to the foregoing modeexpresseda r instrument,and acknowledged0 me that he executed the same for purposesand considerations LOT 6R,BLOCK B s E 2000 =MSIBILITY,ACCESS AND MAINTENANCE BEING A REPEAT OF LOT 6R,BLOCK B, Le uamae.w 2820 GIVEN UNDER MY HAND AND SEAL OF OFFICE this y 1T. WOODBRIDGE CENTRE PHASE I ADDITION the ih as of zn 0 vSDL RECORDED IN CABINET 2013,PAGE 288 )are hereby BEING 09982 ACRES SITUATED IN THE 0 "(Asibility,Access and ( ,, given a.granted to the City,rts successors and assigns,as an easement to provide visibility,right of access for Notary Public,sate of Texas I.&G.N.RAILROAD COMPANY SURVEY,ABSTRACT N0.1061 LIE EEE33E,EL, Omaintenance upon a.across said VAM Easement The City shall have the right but not the obligation to maintain JOHN W CURTIS SURVEY,ABSTRACT N0.196 Ln Sooms E 2°o0 any a.all landscaping wrthin the VAM Easement Should the City exercise this maintenance right,then it shall CITY OF WWLIE,COLLIN COUNTY,TEXAS }; Lrx Nmm38W xsxe // Print Name trees,shrubs,flowers,ground cover a.fiNures The City may withdraw maintenance of the VAM Easement at 'ri mleyE DrRnantl Assoc.,l / any time The ultimate maintenance responsibility for the VAM Easement shall rest wrth the owners No building, CEO WOODBRIDGE LLC /`) 0 fence,shrub,tree or other improvements or growths which in any way may endanger or interfere wrth thevisibility,shall be constructed in,on,over or across the VAM Easement I he AVe Kimley >Horn m g forth herein p Easement e y p thereof for p p s Ph�ne 3,33„g,D° onne g sarah,3„D t3DD wScale le Mrs s Checked R Date Ueaagpbo Sheet No (Ti) Wylie Planning & Zoning AGENDA REPORT Meeting Date: September 19, 2017 Item Number: 1 Department: Planning Prepared By: Jasen Haskins Subdivision: Woodbridge Center Phase 1 Date Prepared: September 11, 2017 Zoning District: PD (2003-01) Site Plan, Landscape Plan, Elevations, and Special Exhibits: Elevation Subject Consider, and act upon, a Site Plan for Pet Supplies Plus, on Lot 4B, Block B of Woodbridge Center Phase 1 Addition on 0.898 acres. Property generally located at the Southwest corner of Woodbridge Parkway and FM 544. Recommendation Motion to recommend approval for a Site Plan for Pet Supplies Plus, on Lot 4B,Block B of Woodbridge Center Phase 1 Addition on 0.898 acres. Property generally located at the Southwest corner of Woodbridge Parkway and FM 544.. Discussion ENGINEER: Winklemann and Associates, Inc. OWNER: CSD Woodbridge, LLC The applicant is proposing to develop a one story retail building to contain a pet supplies store on a single lot consisting of 0.898 acres. A Replat for this site is also on the agenda for consideration. The lot is currently zoned within a Planned Development(2003-01) and a retail use of this type is an allowed use by right within the Planned Developments allowed uses. As presented this item complies with the minimum site, landscaping and exterior materials requirements of the Zoning Ordinance. However, the east facade of the building offers a unique circumstance due to the placement of the building and the location of the lot. The developer has proposed the entrance of the building face west, while the Ordinance calls for entrances to be oriented to the street. The purpose is to provide an aesthetic from public rights-of-way, and in this case the developer has added landscaping to meet that intent. It is staff's opinion that this option, which provides some pedestrian access from this site to others in the shopping area (i.e. a plaza), is preferable to reorienting the building. Staff recommends approval of the site plan subject to additions and alterations as required by the City Engineering Department. Approved By Initial Date Department Director RO 09/11/17 Page 1 of 1 II LEGEND SITE PLAN NOTES \ '�\ 1)ALL DIMENSIONS ARE TO FACE OF CURB ...NOTICES TO CONTRACTOR... UNLESS OTHERWISE STATED. A OE DFRDRD_ vMD/RUR,FD PuaucAPR PROPOSED SIDEWALK2)ALL \ TES/RAODDES AFFECT TON SLATE STATED,RADIUS ARE 2'UNLESS OTHERWISE (, e o�OO� `L �' L c�R c ,D DAMS,ON THE PLANS 3)NO APPURTENANCE BETWEEN THE HEIGHT OF o. RFsvONDeL LDcanON DF ALL rncvncs '�� are OND 11 �a� L BEYOND W,LAT s s _ 2'AND 9'MAY BE PLACED M TME VISIBILITY a CONTRACTOR')SHALL FlRELANE/CRTTTCAL ACCESS DRIVE TRIANGLES " z /1.0�,. CALL'e A ulNluum N ae HOURS PRIOR m�'�� ^' Lab/6, Ce Asa ��—. A TD REA,MN,MD °ON THE;AM FRAIL NOT REAM AMY �i A HAVE MARKED AND/OR AG Eo o R`7e;,oR TeE FN.,' �N FAaLD,Fs _ °rh -9 OWNERS �, HANDICAP SPACE _ aN �94 �'I, A� RTfio D FO RAINY DAME —z oi:.tp y, TRWT FOLLD7,MP T„E P Eo„R aD E�wo .781 T 10 NUMBER OF PARKING SPACES Q Z Q VICINITY MAP a I INo 1 I 46Vti-� oNOT TO SCA, O I �� `° LA LANDSCAPE AREA SCALE I_zo LT 1® I 1 SITE DATA TABLE 0. �� — -°, �°° Lot 4,Block B C e ` / 1 -, `T PROPOSED DUMPS Ee wr EI 39,103 S.F. 0• Epp \... g« Land Area j 1a. F� R N, s MA9ONRr � wA� 0.898 AC. STHEtTEASEMENT o I� �� AMR VOL.zDiz,PG.3os Zoning PD y.9 o r ` UTILITY EASEMENT LOT .3 Use Retail I m I�r I \ `, I y. \ VOL.2012 PG.308 d #a to 1 I v 1 ll BLOCK B Pkg.Spaces Required 20 e NG _1 421 AC. 1 per 400S.F. 8251' 1 _ ZONING:PO E'4 CURB,NLE A - °�L Pkg.Spaces Provided 34 �I I D.D �I LA RCP ^— —_� 1per230S.F. e i[ \I 0,E° r HC Spaces Required 2 or \ r� ' JT „ I I 1 HC Spaces Provided 2 7 ,gin LI oEisnNG ` r I PROPOSES a SCREEN.u M I J "^` "•OA' "��` T ��' �� FOR LOADING AREA s a — Building Area 7,812S.F. s Iv a�� ,,ir I \ LOT 5 yNa f2ETf�� "` PROPOS.3X3 � Lot Coverage 19.98% °.......-- BLOCK B ��r I 1 , 7,812 SF DN BOX o os—oa-2o�7 `\ w� FFE 533.50 4� �J Naaaao>E �' 4 AC' \ VN `, PROPOSED B'WHEEL SOP € 1 l Ape.,to(fie Feder.Emergency M 9 (Agency Flood �I �` II SW' 3 ZONING: �N I T5 IF R DELIVERY TRUCKS Lmmc sSa 252DOP Lns`arM ,5✓doted✓une ®a `� sO'r ` V eT9z �E �. zDee N A.eos e I d t e t aeT eee�el mA '� Y 1 II s° i 2 1 10 I fi 37 = II D yew nomPlow)x � oodNlom aeoe d t d i i d Soo 1\ 1 �' I LOT 4 r ��e h \ e�ty ma ew toy U] CL �, a tot o °BLOCK B 1 � d w od flood fieefis �\ �.898 AC. "o G �� _� olemeet efie„ y p co o \ `\ ® ZONING PO _ INGJ "`4 d-(n \ a, .. SEWER EASEMEM Q a I � �. L � I z m a LL BENCH MAWS o Q w o w \ ® � w ] 1 P ` I m o '� the��mwesl ales . o a o LAA PROPOSED RRGA oN feel ei I O I Lv L` LA ' �v • T I ewe ELEVAnONe sss s feet t alevelry coo.of Logs emn:B,e ti d LLi °Id' �' d LA M� 6• .�- ,„ V `yi M be a,feel O (n vi ro r \� — \I �tnee`;P,Dye`E ero,�e,eF A BIeeN B 1 PM ' DPGSBB FBe ��, ELEVA,ION ssL ss Feet 1.1.1.8. EME,ER I I PROPOSED za ` Pa I d �RE s AND EASEMENT ` \ SITE PLAN \y -p lyDs V PET SUPPLIES PLUS zse `� 2 A\ ,A ® � I�r I�AI F LOT 4. BLOCK B �, '' PROPOSED 3x3 ORATE `I L I 1 0.898 ACRES ti 39,103 S.F. .'c INLET TO REPLACE I —I — Z EXISTING CURB INLET L PROPOSED fo — 1 , s, `, •• ExmlmO SIDEwAu; L L LA URB MLE/ 5 I LA _ > 1 mw meCOLIN ewmor erxes lva Lee A D41M�R/nFViDPF&A,LR M FR/SURUFrog — �M AVENUE DR,eF C 02.00 i � �y,� PR 9724D7090 REF SHEET L-2 FOR PLANT LEGEND Lr ,a. �.7 SIPE m o,Bnea,euoureaes ., iN F rsN', °°, M° LorrIBLCCKe (1��) QUVI (3 n.Cal) sM�cW ,NR�� ( r � .0000s �.�.°,°„e...°..,.°ram.. ;PGER-TEXAS R081 RO,vEa0,0, (2) LAINRR 4 -G 4201 2022400 021 592 0 I SOLID BE�IALi�A SW,M.BB' ,` " / 4 m """°"`°"' 111 (L Ft.0 CT) � it � - ALL DISTURBED A�6Kt� — i -r _ ,..a �� °' — — — / Q °, PLANTING NOTES: REPRESENTATIVE n A. TO APPROVAL OF OWNER S .'u (7) MULI 3-Gal) ' 4 SERY 888, ",_ (2). FRTE .in.�I)4 �a... w. .As�... 2 ALL PLANT MATERIAL TO BrvT MATERIAL UNTIL j � � NOrvTRANroR RESPONSIBLE FOR PROJECTMAINTENANCAC EP ALL Pa T (47) PEA,/ `°°"`"""°°F"""` O�ENT ANNEPTArvNE ' VIGOROUSFULL ROOT SYSTEM OMPLETELr PLANTS TO HAVE 58, (1) FRTE (3 in.Cal) �.. .�.�..aa. ENCOMPASSING CONTAINER (3) JUVIB (15-Gal) I`, (1) QUVI \�31n4 a' �,. _ UURrv�ERS WELL RODrvDED ArvD FDLLr T i ..� : ii ' : 1 CONCRETE • . 'o. ,.°tort,°..,. .,..,..°°w u rvFr CHEDULE of OF HEIGHT A CONCRETE ,°.„a CONTRACTOR RMaO PROVIDE OWNER WITH _ o a,9 ,,.�,.:°a°,.°° PLANTS AND LAWNS O B50 ACRES �h .,,.,a,°,u°°,°..°, w.,°s. ° PREFERRED . .''=;=,.wu.°N..° T. AIAaNrNuarcR Recr vss LTr TRIANGLE WITH ..,„°",."""°"."`"""° PER C,S,NDARDS AT WITH MIX AS w� 13 013 SQ.FT') y �� E rRArvces TO SITE � . D.�REssAAILA:: • HEPA (3-Gal) �..°..a.°,..°.,,°,... 0 PREP ENTIRE WIDTH OF ALL DEFINED �� ■ILI1 IN239BSERVED ,,„,„_�., ....°.m..,, PLANTING BEDS ,e ,.,..E..° x .,...°.. '.,'',Jr..."'''''''' SPECS.WHERE su,wsaas7. )((so 1 ..^°'u^°�..°°..^°,° ALONG SET SHRUB S BACK FROM Pq '(1) FRTE (3 in.Cal) So IO�� .LLC ° °�° ° °°°°°°°°°� OLLOw rvG FOR PLArvTIrvG NDRB 3 7.,.w a°m��.°, ..°.°°.....� s SEE DE °°�.°°°� D ETA LS v\e-2e `I �{" o _ O. CONTRA RESPONSIBLE FOR LOCATION LOT 3,BLOCK B -I4. ,' I� r m °..°..,. °,•,°..,°,.,,, WOODBRIDGE CENTRE — OF ALL UTILITIES INC LUDING B UT NOT LIMITED TO TELEPHONE TELEC AB LE c2 Up (13)MULI (3-Gal) o' CHASE ADDITION I I / 1 _ N➢ ,.T.o .°...,..., r DAMAGE ELEC c,GAS WATER TO UTILITIES TO VOLUME 2012,PAGE 308 I S 'P' c m ° °°u.°,u.,I CONTRACTOR AT NO cossr Ero REPAIRED BY B 11 EXISTING TREES ARE SHOWN TO REMAIN [- Y I� h' O m .TSN .,,,. ,,.s.�a. e�, w corvrRAc TOR SHALL PRUNE ONLY ON w ^=^rm APPROVAL EM c ry ARBOR ST.SUCKER To T (11)LEFR (7-Gal) 7 o ® °% . "7°''"''''' DE REMOVAL OF ALL SDNHER GROWTH, 1 QUVI 31n."Cal n MAKE ALL C UTS FLUSH TO REMAINING Be, ( ) ( ) T (2 TE (3 in. '4 "...IF i ,SOD ALL LAWN^A pa la' w m APPROVAL of OWNER s PO C REPREservrarvE. " z. QUANTITIES ARE PROVIDED As CONCRETE H Ai �' 4 / COURTESY�, R�baasr "- — — A wG AND NOT INTENDED au cc coTALL EDGING ROW PURPOSES F D EUF P �. 3. INSTALL w ANDL' / — r / PLANTING Bc rvc BErwEEry FILE Ds REFER sN� (1) Q�J�(fM(3in. ® 84 CORNERS SMOOTH ENFNATOrvS .:. CONCRETE To 4 X BEAN R EN ALLAL)PER H ASErMENT f/ g MRUUNDCOVER/SSHRURBD°BTIONS EDS WITH A SLOPE WV n�sN w TSNIi,., s. a*TIME PLAIT s4TTHEOREBSP`�riSPepNryArOOrvS DETERMINED HE C Nw �, S'N MH 4.1 corvTRAC TOR To SEC AND TR RESERVE ALL '- W OF 3,1 0.WAT ASEMENT .R J 1.2,PG.308 la I F ICV(2) _— = � C m X PO_ TSN' >J //y/ BBB PLAACTUAL NTS ^ D Ds RM O ALLATION OCC URS DURING THE OFF-SEASON PU RC HASE AND HOLD B&B PLANTS FOR LATE SEASON ON EBELSHOD DON L SH EET ri, Q O CONCRETE _ NOT BE SHOWN ON GRADINGRA PLANS U LJ_ T. PRIOR To PLANTING N F RAc TOR SHALL H Lr D LOT 2,BLOCKB ow cR TREE LOCATIONS FOR APPROVAL BY O N''r _ WOODBRIDGE CENTRE, C H 1_ — _ PHASE I ADDITION Q \\ VOLUME 2012,PAGE 308 I / PTtL CAU DNu T7 L_ FAIN•CNPPETT Nuo LANDSCAPE ARCHITECTS LLC �� V g NOTE, TEA/PJR/.RY IRRI ATICN WILL BE REJU RED TO ESTABLISH LCOCATES FOR FRANCHISE VILI,INFO NO PLANTING N TURF IN 'LL DISTURBED AREAS N HDUT;,PERMANENT cALL BEFORE YOU DIG.7EXAS EXC.,.SAFE, sTeu(Tess) � ) IRRIGATION SYSTEM SOD TURF IN L o 0 7i -� NTMWD EASEMENT ALL DI3TU+BED AREAS AS IDENTIFIED ON GRADING AND - 7EXAS NE CALL 1-800-205-05.1.5 T[us ER BEFORE EFOSIDN CONTROL PLANS_+ i eoo ass asaa cxT s YOU DIG... ESABIBERE THE BEER 0 i THIS EL ECTRO BIC ERMA.i A E ACRE.TO ASSUBE A LL REEK,X l ' o.rwi.nuw,z".,meux.euren -Eger.®.r4.om.a.o.. L— LANDSCAPE PLAN a PI ANT MX (REF. SPECS FOR o DEPTH.MIX,ETC) 9,- a 3:1 MAXIMUM SLOPE — 1 � 9 Contact Information: THIN BRANCHES BY 1 3 CURB L I RETAINING SHAPE OF PLANT - TREE STAKE SOLUTIONS Do NOT CUT LEADER) www.treestakesolutions.Com ALL TREES -_ J EFF TULEY -PLANT SO THAT TOP OF ROOT 905—E/E—U145 Ri, BALL IS2"ABOVE THE , FINISHED GRADE -PAINT ALL CUTS OVER I"DIA TYPICAL PARKING LOT ISLAND MOUNDING LL,J -FLAG GUYING WIRES WITH �� SURVEYOR TAPE Y I/ SCALE: NOT TO SCALE THIN BRANCHES BY 1/3 ROOTBALL ANCHOR RING r RETAINING SHAPE OF PLANT. `" Ca-,--',„,30'-36"NAIL STAKE T _ �� (DO NOT CUT LEADER.) "U"BRACKET ACCOMODATE ROOTBALL - s`„ ` NAIL STAKE AND PENETRATE FORM SAUCER WITH UNDISTURBED GROUND 3"CONTINUOUS RIM °V 3"MULCH a POCKE�S�RAR TAMP III= "�I III III MULCH w MIX FORM SAUCER 3_MULCH �� " RooTBALL ANCHOR RING 1 C III //�� j NAIL STAKE (\(\ I I I "U"BRACKE w =1 rIII ORM snucER�� o IIII I ii BSI 111 III SPECIFIED PLANTING Mlx STAKE' _ o WATER&TAMP TO NOTE: 6"WIDTH IS MINIMUM Q o a mot REMOVE AIR POCKETS IF PLANTED IN DEFINED BED, un .a osE 30"-36"NAIL STAKE PREP,ENTIRE BED AS SHOWN --- III ACCOM ODA E ON DRAWINGS d yoe.s BALL DIA RooTBALL AND E. NAIL STAKE -- III SHRUB PLANTING PENETRATE y V UNDISTURBED GROUND SCALE NOT TO SCALE "'.5z 2 X BALL DIA. Pope STAKING FOR MULTI—TRUNK TREES & TREES 2'' CAL. & UNDER PLANTS/SPACING EDGING 1" SAFETY STAKE BY TREE STAKE SOLUTIONS PER PLAN ABOVE FINISH GRADE SCALE NOT TO SCALE SCALE NOT TO SCALE PLANT LEGEND 3"MULCH INSTALLED 111E111 BEFORE PLANTING 11 TREES &TY CODE SCIENTIFIC NAME COMMON NAME PLANTING SIZE COMMENTS 111 �' 0 (4) &UVI &uercus vIrgInlana Southern live oak (31n.Cal) B&B/Sngle straight trunk = C' 4 (6) FRTE Framus texensIs Texas Ash (31n Cal) B&B/Sngle straight trunk f 4"STEEL EDGING STAKE ON INSIDE OF BED H ,L (2) LAINRR Lagerstroemla lndica'Red Rocket Red Rocket crape myrtle (4SGal) 3-5 canes -' , BED PREP - ›- PER SPECS SHRUBS &TY CODE SCIENTIFIC NAME COMMON NAME PLANTING SIZE COMMENTS BEDDING PLANTS/ F 0 (47) PEAL Pennlsemm alopeouroldes'Hameln' 'Hameln'Dwarf rountam grass (2-Gap 24"0C EDGING DETAIL Uz 0 (11) LEFR Leucophyuum tmtescens'SlIverado Sage' Cen¢o (7-Gal) 36"0C C - D O SCALE: NOT TO SCALE (20) MULI Muhlenbergia lIndheimeri LIndheimers Muhly (3-Gal) 3'HT 36"0C — .CC -J 0 d (8) HEPA Hesperaloe parviflora Red yucca (3-Gal) 3'HT 36"0.C. () m Q o 0 (3) JUVIB Jumperus vlrgInlana'Brodie' Brodie juniper (4SGal) 8'mln.ht 't O W 0 Lu �C,� r ORIGINAL GRADE G, ( d O GROUNDCOVERS &TY CODE SCIENTIFIC NAME COMMON NAME PLANTING SIZE COMMENTS '4-ws� ^X""W o OF SLOPE pz D w CYDAC Cynadon darnlon Bermuda grass (Solid Sod) C,;/^c W , X, "'' C } (112) umu ❑rlepe muscarrReval Purple Royal Purple ommrt (4ln.Pot) 12'o c 4, `�^', ° �4 Q I— sSNL Seasonal color (TBD) To be determined by owner ^c° 0-I r,A (30) STTE Stpatenuleelma Mexlcanteamergrass (1-Gap 18°0.c -'1111111II Iln �IIIII f, .:.'.�.-.` I (zGG) TRAAs Trarnelospermum aslaecum Aslaniasmine (4ln.Pot) 12'0c �� f,''e. 'gib Decomposed granite (4"Depth) - -_FAIN.CUPPETf 'y+a T LANDECHPEARp111EG18.LLC �x .P W NOTE. CONTRACTOR SHALL BE RESPONSIBLE FOR CONFIRMING TREE AND SHRUB SIZES = - { �, CONFORM TO CITY LANDSCAPE STANDARDS AND MITIGATION REQUIREMENTS. 5 �. .....e,.............m........,....a.�.� f �III� GF 7 MAINTAIN SAUCER ON LOWER —IIIIII=III=I SIDES OF PLANT TO RETAIN WATER = on,ovn aoxwu, ..u.m =`, o TREE/SHRUB PLANTING ON SLOPES WL_ 2 SCALE: NOT TO SCALE ..,��..,,,wr..H..Ea.o.Gre..o.r�. .®.w.mE.,,�...... PLANTING DETAILS a TREESSHRUBS AND GROUNDCOVERs �f reere y ee�leble bale p f reeee e: 303 PLANTING G, CLEAN �rfa�e= PART I GENERAL l �DrereeA�a y p �efee e p �= p efe��brew be�ee w�fM1 efe�eeb �f��f�ee 338 eIIAAIEEENA33fe�ele re�fee 103 JOB CONDITIONS fe:�beeM1lee w� p w��e p reee ��e�eefee e p �_ 9`la=""q ee> QZGQQ Lew�e Aos GUARANTEE p w: Fe:��eM1 f IM1aI� alfa=eE aEa�aA�be<<�a�=�a� RL Ranee Pla�fe��l�=e bee 9 p �eab= �a 9��we M1ly> 102 QUALITY ASSURANCE �e weeM1ee be�leere eee re fM1ef M1O5 bee M1ane A Ce�freefe:oeelrreeee�e a e of feel��efellef�e�°�e Feel A p �ee of H A�f�eee�ee�f— w�l_p of e: p I z PI fM1 b f f f e I f b II f eeereee all f p �e�ee�:ales,f�reee°�ayalb="at�_ eM1ereefe:�ef��eel='e re p �e�ee e p � �of e�re�le: f le� ee=a'�w�fM1 9 p �f efeM1ee 3 Rereeee b�� 9 f p f ball e�e y p f be p re�ee sfe�ee:ee z Oz MIXES rere OP Q,3 3a�Rab 9 e�fee �effeefe� re n �fe�e:Grew�ePa F efere e:f:e�M1=eeee c �e reee�we �l�=e:IQZQIQ 3Q Ib�IQQQ sF re fM1ef M1ee �e �.� �ffe� pp eel of PART II PRODUCTS ��eele�Pere��ele e p ble ee�eeffe: ��e�eefee e p �_ �� e area eM1ereefe�ef��ee 201 MATERIALS w re�. rereew reef ball frere Q 2.2 o. p eee eye Tee 9 A. Plan uee�e ld�reef�e ee�mf�e�e e�re�le:m lee v f p wee beue. v ereee p w�rneef v :ea 9 m a 5=- 9 p �fe of fM1 p e e 9 m w�fM1 me M1e� leaf,wpm M1ee P ell-eee p ,oaf PART III-EXECUTION epee fe,e,e� 9 P,ee�ee sO�sO p f 1 uele 9 ® Jys"se y �M1e� 9 i� ree eat eye eree�ts eft p s tM1 bre�eM1es e s w�see v 4 Hese eew dip M1es 9 tteR,wen f ee t vne e wesM1e to6S iee.b(O�v a ee v epee p AreM1ifeef.)eefie�wifM1 _ fM1ree 303 FIELD MEASUREMENTS b 1 ee�eiGe�e. bre3�e re�eM1ee ee p f��leee mate.ial ee p gee. C 3ei epee p AreM1ited. ereele. A. Leeetien of all trees eewe.M1e gee see et 9keere to ee eM1ew� IAeke e�te fl�eM1,lea s e subs. �� 104 PRODUCT DELIVERY,STORAGE,&HANDLING w of Levee p AreM1ifeet. e p �e. p �e e s �e e p fe rereew e H A. p efie�of Deli y b. Pere��iele i� p e,d p b�lbe ee p ifiee 304 EXCAVATION FOR PLANTING bre�eM1ee. F-I I. Dellee&D� p e(D&D)Pleas D. p A. Pits 3.0s EDGING L% eu fbef we eee ebee epee r. ee :e:e,e:ew reRe ve Lee bee free ee ebew�. °e: e s ree�m� U Ne, e�em�eebe e�eee efbere,ee ebe f. C Cr) U)W Reee(w e D. obef:eef eye De ew pereeee. oe ref re efb c. eee ee eee d-Q CL. cr) co v �e a. e(�a v e�o-ee e:7. eee s e w �e ebef:eef eye m p m.)e ( �e eefe� G (, J O e s p e e v e. z. f s �e ebef��ef eye ee��ef be�ereewe, v LJ D e�eree f,eeeree,M1 eye c ee s e reeffe�.s-IQs c. E.eeee se p ee of��e p be e�e.eeee ee L Rereeee,f e elf e e p e��e�e eye b��re. o W gnem reef bbe R3 Pew wee eaeefvp Pepe e ep feee P :P. y y v b�k eM1 reeeee reefe�e e FAIN•CIIPPETT 3. eke ee be e e� reev be-�epeefee�pe�e�.w of p LANDSCAPE ARCHIECTS,LLC xe e e oiiiC C 1-4 .o.��we.e�..ea.oeGoe..e.e�e�.®ew.ree.o��eee. L— 3 2.1 fugNoiteaeaaaa oae oos ioc v ad I�7 t] Noltnosxs-II ta,d uia a � k Aq xSNtl3dtl]SOxtl1_ oanra soz ----i 7� a4v >>s4�t � a4v � t ry 3 -< c H —1 O m O oltostoad sos Xco0 �—7:1 • o c O 51V1931VO 10z • nstongoet a tad a 4 v v 4 ao,nry boy ° n v vv s a v ry v d o �ojw°° e oNiaovnry eoz S20111920o 902 so 1 0001 222 2,122 sziort t2 2122V 2 vv a e oNnoNea 9NV aoeaots raannao tong.., to, ° 9.1111911 eo e —_ v 6 tNsrrsneNerr oNe soNeNstNierr soc VT, o s-ootgoans co . - a out., 11. $ a v vv a a u a u v soaeoNms 102191119 eo 2-000Z0 oNiosss sseao zoc stonooet—a 19, 2,225 2,225 e oNi000s zoc Noitdia osso io 1 0219905 °yow zzszo Noitoss 20112119.19 10 f 1ea32130 19, ,unisis Nodssa 10c 59121011 91121 219021 Norm oNioeao usi Nit I NOTE INCLUDE(2)TORO SB 90 PC2 STREAM BUBBLERS TO EACH NEWTREE. I. ATTACH EACH B BB E TO TORO 570 6 ROP,W,LOC TE BUBBLERS INSIDE - TREEvS�'V1c ACHT EE ON OPPOSITE SI sDFT ROOT BALL.ALL �N qP Irrigation Equipment Table T BUBBL-R ZO DSEPARATELY FRO OTHER EADS.CONTRACTOR g ,^ RESPO SI E1 -R IP SIZING,SLEEVIKG ETC.wAND LL OTHER REQUIREMENTS HL., 2 Sty Syrrr Equipment LP TO MA ECI I(S)0 ERABLE.TOTAD OUNT FQR BUBBLERS AND VALVE(S) / )& g Q HUNTER IGV N NOT S N IN I RIGA ION KEY.IF TREE IS LOCATE4�IN DRIP ZONE,IN LIEU ,CPS SEM�YSN 5 ()wok 0cupl er VS ve ,AB-- aseOF vKs IKE US n D INTO EM IN BIRD ITTER'TERITUBING180-925 �B LERswi 60'NR DS�P PGE�N TSN re+/AccuwNr(31ZP nS eeted) _ - , Irs,.66a / ./ 6 I' 1-1/2 In Line Nall Jal,e LOT1,BLOCK B / J 1 LI HUNTER PRO C, PC 150D i. � / SN VJ/SOLAR SiNC 0, tOGER-TEXAS L.P. -- + ,B s #201.R.C.C.T.0215920 ��i �_i — 4 )— `�� — — '.__ ,rty 1 Rn 1 iMeter FEB CD Double tY s��-zo —- /2 1; `\ 10 HUNTER Pro-Spray 12 Nozzle 12(Green) 18C 3 4" IRRIGATION NOTES: ��f � - 1. 1 HUNTER P ay 15 Nozzle 15(Black)240 ,. .19J IC6 (y,, 1,,'... , GRADEZONES IN TB/ 6 HUNTER P IRRIGATIONLNEs ARE SOMETIMES SHOWN L -IT `'. • 5/4 2 0 HUNTER P Sp ooSSNGIDE TA GRAPHIC 9.H / r..< - '1. r / Tay 1 N Ie 1 (8I_,k)1 T ONLY De ON o 2 AVOID TRENCHING WITHIN DRIP LINE OF 6 L-{.f NOTE C l )� 14 4 HUNTER PG 04-V 1.5 N le ADJ u ACROSS PPE Ra cP`CK L C�)5� Pro-Spray s o N zzle 10 Re o EXISTING NECESSARY THE RAD Nozzle 1 (NL k)12r ROOT SYSTEM B MAINLNE To BE 11/2 1 Gib-) e VraY ( _) a. LINE TO xrEND,z PAST EDGED ATE wow: o i J-t 1 1 1� 1 6 v HUNTER Pro Spray 17 Nozzle 17(Black)180 WITH GENERALg 1 SUBCONTRACTOR NrRA 5 ALL HEADS TO BE 4 POPS IN Nozz HEADS WITH CHECK VALVES CONCRETE �Q- �_ n� e HUNTER P� SI, ry 125 N e 12D( 240 S.LOCATION aETE u +' / / II + 7 j HUNTER P p ny 17 Nozzle 17(Black)090 �� 0 850 M�RF81 _ - 1 C (- R FORCONTRo �I CONTRACTOR 3 013 SQI FT), - F P III I oreP s _ HUNTER P spray a Nozzle 1 (Mock)ceo N I n BEEw Low RRGATDND STIMATED AT 55 PSI MINIMUM 50 .4 VIDED BY CITY VERIFY ON SITE ,� RESS VNi'A�LABLE L III II I , 4 HUNTER P Spray 10 Nozzle 10(Red)090 e. PRESSURE PROTECT E TI / NO AIL ING6 OBSE�VED ) 2 n HUNTER P Spray 8 Nozzle 8 B )180 AND REPORT TO LANDSCAPE ARCHITECT IDRICSL 2S.70 91 II 4 9 CONTRACTOR RESPONSIB.FOR 2 HUN TER P pray tl Nozzle 3 B oWn) 'D LOCATION bzsT Q /'_ 7 2 HUNTER P 5 St Patter Les RCJ E7-515 EST ® _ LIMITED TO TELEPHONE TE.CAB. LP / IN F �-. �SD OODRY4�E=,LLC 3 4 - Trav -p / / CONTRACTOR AT NO COST TO OWNER C1 6 _ HUNTER P o Spray St%p Pattern _ E3C SSTREFERPLANS - 10 VERIFY 100%COVERAGE OF SYSTEM OVER LOT BLOCK r I ®® a,AWN AREAS AS SHOWN ON 3I �� v000eRloGE CENTRE,. ARE NO PHASE I ADDITION �C�' T —=f' I - 11EXISTING S.EVES IRRIGATION 4 dL x�cuT _ CONTRACTOR TO SIZE AND COORDIWTE VOLUME 2012,PAGE 308 I y, CIF j1I s�" .� IN AU_ J LOCATIONS UNDER PAVEMENT . QUANTITES ARE PROVIDED AS A COURTESY 4/4/ ---PEZVI ) 4.i 8- AND ARE NOT INTENDED FOR BID PURPOSES o< PRIOR TO BIDDING R TO VERIFY ALL QUANTITIES 3/4 3/4 II13 IF DOUBLE CHECK IS PROHIBITED BY LOCAL .ALL WORK IN ACCORDANCE WITH LOCAL , 4 ) - TI P -r,HL IC �b u / :I- 15 CONTRACTOR TO SIZE CONTROL SIZE WIRE ...-.„ AS NECESSARY HOWEVER MINIMUM SIZE TO 4._... BE.GAUGE PER WTIOWL ELECTRICAL 1-, CONCRETE N - ) Z.. 2E �SS LIHL31 1 44YY - °' - -- CODE ALL SPUCES WITH APPROVED - MANUFACTURED CONNECTOR IN VALVE BOX % H$N1 ' w( e , /2„ MAIN LINE DEDICATEDTHAT MAY COLLECT WATER 17 CONTROLLER TO BE WIRED ON 1 '®® GROUNDED ASEMENT� 5, /„ STREETS ROADWAYS BUILDINGS D ONTO a 2,PG.308 /L5 t� 7-Al 3'N MH 4.1 TSNI it, C AY ON CONTROLLER EACH COM WV H SN / IN 19 INCLUDE ONE SPARE WIRE FROM '� .,,10.AAT ASEMENT ta, - E Q .-I 42,PG.308 CV F�CV (2) • ..--- CAUTION'', X / UNDERGROUND UTILITIES ARE LOCATED Tom: ArH - _- NRL.Y N a MAKE SYSTEM co m >� I THIS.reE. <B HOURS PRIOR TO. PRESSURE REGULATOR AT EACH CONTROL aaNaTreuGTaN a°TOM ° Fo a - �a.TEs Fare -_- PROTECT e CALL BEFORE A NrA N G w p F� oPERATEAB NrENDED. NNIGATION.sCI_ND / I SYSTEM(TEm - O J O BEFORE ~ G- Li ESTABLISHED PLANT MATERIAL T iEx�s Dui CALL CONTRACTOR SHALT_HAND WATER AND CONCRETE ,soa zas asw MAINTAIN NEW PLANTINGS AS REQUIRED LODE STAR um FonT Ou cE,rtEx UNTIL ESTABLISHMENT AND ACCEPTANCE. l l I - , T 800 asa 8144 ExT.s YOU DIG... H Q D i' LOT 2,BLOCK B C C) Nor "F\ 1 WOODBRIDGE CENTRE, C H PHASE I ADDITION e6.t.---$1 w\\ VOLUME 2012,PAGE 308 ) i� N46 L�FAIN•CLIPPER r.. HYDRAULIC CALCULATIONS HYDRAULIC CALCULATIONS LANDSCAPE ARCHITECTS,LLC q TEMPORARY RRIGATION WILL BE REQUIRED TO ESTABLISH SPRAY ZONE A8 DRIP ZONE D1 h%.,. 5135 =p -y TURF IN ALL DIS-UPBEo AREAS WITHOUT A PERMANENT Ps(ESTIMATED) , ,,,,, .._ •, • - ,.., ,,. 'T�ti. �i IRRIGATION SSTEN. INSTALL SOD TO ESTABLISH TURF IN 2 E S Ps(ESTIMATED) 'se 7 ALL DISTURBED AREAS AS IDENTIFIED ON GRADING AND - - HMS- _ EROSION CONTROL PLANS. - _ - SSgooe-111PSI - Ss soon-o.1PSl ".,«�°��""�T°""°M°�.,°.. °swe:ww°�, ELECTRIC CONTROL sE`d°sBa°��'U ao°oo"d#1.d"°°"°'E.x`d`aGiEStoSE�.aoS.P PSI - - E6i ZONE LOSS-1 4 PSI FITTING ESTIMATE OPERATING PRESSURE 5— 5 OPERATINGPREDURE-Bre6PSI ��."°°.."E�""��°a °=�E��"�.ER=aP"�= °.�P �=�°k a JUMBO PLASTIC BOX FEBCO WYE STRAINER DO NOT SET BOX CODE ORDINANCE / 15"Wx21L f/ 9 ON PIPE I1 BALL VALVE 3111113 3 113 3 V /VA /AA HEADS 4 CLEAR A WEI .� P ,/ FROM BACK OF CURB - A _ . , ALL LOCATIONS El 1"PLASTIC BALL VALVE -33 �� E3. ■3A 0 — -- — .2V BRICK SUPPORTS 111= = To METER IMF N N_ —NE�1•II I •111® ® qo .1mEmz TO MAINTAIN - y..11. - 1 1 3. ' - PROPER DEPTH A' NOTE: INCLUDE HOSE BIB , ATTACHMENTS PER JOB. �1 - ALL 8 X16VALV BOXES BLOCK lIII. ALL VALVE BOXES I IElli�� ®�� Fuse EXTENs1oN \_°- ::: f`r;`� -I IF REQUIRED /�P,e w.§.? '.-'' /A A /iV w:0 o / .A. ' PRE-MANUFACTURED \`! '° �` \f / SWING JOINT �'/�� '//33 //./�./E3<333/ 6"GRAVEL BASE) '• X WASHED GRAVEL #9 X 18 REBAR SUPPORT e e MAIN LINE WIRED TO VALVE A AS PER LOCAL CODE (18"DEPTH) TYPICAL INSTALLATION HEAD LAYOUT QUICK COUPLER VALVE Plan View c " DOUBLE CHECK VALVE/WYE STRAINER ASSEMBLY c ,i = a SCALE: NOT TO SCALE SCALE: NOT 70 SCALE O w 5 BB BB SCALE: NOT TO SCALE - � p JUMBO PLASTIC BOX 111 o :a 1s"w 2rL 1!' "I!SVF._,fx��l' N , NOTE: - THRUST BLOCKS ON MAIN LINE-ALL SIZES; ^El III�� (�'y AND LATERALS 2"&LARGER ,Q 1/1illilli 1,��1"""� I---__SPRINKLER - MINIMUM BLOCK SIZE 8'28'28" BE SET ALL BOXES -III II-III' 1 u > d s"es PLUMB&LEVEL W/ �� L� SPRAY HEAD AS SPECIFIED UNIFORM ,6gm ENT 111=11 j=-Dj • ^<`ap Ss gum, 33I 6"SPIRAL WIND WIRE- -IIH .n • N 1353 TWO LOCATIONS EACH d W THREADED OUTLET ® aNu TEE OR ELBOW I. ,I1I+I+- J i111 HUNTER SWING JOINT FOR END OF LINE �b-o?� ELECTRIC CONTROL VALVE 311 lr 11 MODEL JOINT�1 -III F. PRE-MANUFACTUREDMANUAL VALVE \ SWING JOINTi(J� �. .(PLASTIC BALL VALVE, - _ - - ,\ \Di MATCH PIPE SIZE; SIDE VIEWCONCRETE IF REouIRED INSTALLATION AT TEE TYPICAL INSTALLATION OF TRENCH TO MAIN LINE 6 GRAVEL BASE TYPICAL INSTALLATION OF SPRAY HEAD ROTARY SPRINKLER ON ' SWING—JOINT RISER JI ELECTRIC CONTROL VALVE SCALE NOT TO SCALE SCALE NOT TO SCALE �e— ', SCALE NOT To SCALE M =E H \ . L GRADE/ FINISH • Cd Y P. Y SNAKE PIPE IN Z J D W TRENCH As SHOWN THRUST BLOCKS PLAN VIEW 1IL, 1 L JQu E i.IL d 11 LLI MNNE _ = 1;, � W 1n � W=W=W= _ BUNDLE TAPE P 2 CONTROL WIRES PLAN VIEW g "`::�i, u_ CLDAR 1 -L AR --FAIN•WPPETf 3,*,,.,iourv..a..riiii.:...E$ SECTION TRENCH DETAIL lANDBGAPEARGXIlEc .uc sy; slss =g g NOTE SEPARATE TRENCH FOR ;-- ''" -. MAIN LINE PREFERRED. SCALE: NOT TO SCALE •......... 1 � ana�� 'Z on EIEFEEEsE`d°"Ba°WU a"oo" E'dB1.o " x. �5o iE� EET BmnamroENn a L- 6 - CONTROL ZONE KIT FINISH GRADE PLD-TEE } VALVE BOX DRIPLINE TUBIN SEE SPECS. TOP OF MULCH �� DRIPLINE START ,, CONNECTION LINE FLUSHING �,I LANDSCAPE DRIPLINE TUBING: MALE ADAPTER VALVE HUNTER LANDSCAPE DRIPLINE AND TEE -_ PLD-04-18 BLANK DRIPLINE TIE DOWN STAKE TUBING \—DRIPLINE TUBING FINISH GRADE or�°vovovo DRIPLINE 3/4" - PROFESSIONAL LANDSCAPE PANA-14x �]�,' MALE ADAPTER DRIPLINE -qE, PVC TEE (SxSxT) �� AREA PERIMETER BRICK SUPPORTS (THREE) - U PVC PIPING—� 3/4" GRAVEL SUM. c� �y /� �(� � \//�/ \(/�� ```�� (1 CUBIC FOOT) V 8V U \/\ \`\`\Y/“Y/ jY. 8 _` 18" ROW SPACING TYPICAL LINE FLUSHING VALVE DRIPLINE ON GRADE DRIPLINE START CONNECTION SECTION- NO SCALE SCALE NOT TO SCALE SECTION- NO SCALE _ O - FINISH GRADE �mm PCZ DRIP CONTROL ZONE y PERIMETER LATERALS p PVC SCH 40 ELL = it ,� KIT, SIZE PER PLAN 1� 2"TO 4"FROM EDGE (25mm KIT SHOWN) \ f anl:pil��' ..IiR�'InI:ImR C-, o- _ PVC SCH 80 NIPPLE (LENGTH PVC/TUBING CONNECTION LF- LINE FLUSHING VALVE PLUMBED TO DRIPLINE >AS REQUIRED.1 OF 2) > __ ,� a•`.Ci�i1i'�' L PVC SUPPLY HEADER, SIZE i'as' JUMBO VALVE BOX WITH COVER: ](J', AS REQUIRED, SEE PLANS ® 6n§se I MAT SUBSURFACE TYPICAL DRIPLINE END FEED LAYOUT E .2,7 .`: PVC SCH 80 CLOSE NIPPLE �'� 'I �'L l:f.. IRRIGATION MAT ttt i ] 1l 777 1111111 DRIP LINE TUBING WRAPPED DETAIL- NO SCALE �� 1 iii3"MIN I PVC SCH 80 UNION FOR l � IN POLYPROPYLENE FLEECE joefri1 SERVICING ASSEMBLY OVERLAP ECO MAT PVC DISCHARGE HEADER, SIZE OVER CONNECTION AND PVC SCH 40 MALE ADAPTER 111 AS REQUIRED SEE PLANS �y man TO EDGE OF PLANTED y, J ONI� 1 I \-b.1401011 . IJ,'I I! i J AND IRRIGATED PLD-ELB,18mm BARB X �L 1 PLD BV,16mm BARBED •oo , LATERAL PIPE „ L i I SHUT-OFF /FLUSH VALVE AREA BARB 90 DEGREE ELL �o° 08�obo��+� ,fi WITH A BARB X MIPT MALE TURF GRASS, GROUND BRICK (1 OF 4) ] L ' 1 ADAPTER TO THE PVC PIPE COVERS OR SHRUBS, SEE PLANTING PLANS 3-INCH MINIMUM DEPTH OF +_ �-__,. .�� s,�:11- �' 3/4-INCH WASHED GRAVEL NOTE: SEE CATALOG FOR ALLOWABLE LENGTH OF TUBING RUN (D). FINISHED GRADE C PVC SCH 80 NIPPLE CONTROL ZONE KIT: ECO MAT — PLAN (2-INCH LENGTH, HIDDEN) HUNTER PCZ-101-40 D1 AMENDED SOIL ray AND PVC SCH 40 ELL SCALE: N.T.S. �'i`OSOCtEr IRRIGATION DETAIL ECO MAT SUBSURFACE T_-' PVC SCH 40 TEE OR ELL /./.� ///.�/. /./.. IRRIGATION MAT WITH 16mm } k/ /A /c\//c //c/< DRIP LINE TuBING, WRAPPED PVC MAINLINE PVC SUPPLY HEADER AND PVC DISCHARGE r+EnDEa. D2//j�\//✓ //,/.,�/,\.,/.,/� j IN POLYPROPYLENE FLEECE H Y ��v t701 V'✓400°00v PLD-ms, ismm BARB X Cr. 0_ PCZ DRIP CONTROL ZONE SOD STAKE INSTALLED 2.4m 20mm THREADED ADAPTER.Hi/ Z W FLOW CONTROL ZONE KIT KIT, SIZE PER PLAN, ON CENTER OVER TUBING 20cm OF BLANK PLD TUBING r (1" KIT SHOWN) TURF GRASS, GROUND %l/, \/K �- SITE SOIL , d 0p SCALE: NOT TO SCALE PVC /TUBING CONNECTION COVERS OR SHRUBS, SEE PVC LATERAL LINE Q PLANTING PLANS I yry {ram PVC SUPPLY HEADER. SIZE Di - ECO MAT DEPTH PER PVC SST TEE FITTING, C Q W O H I}� 0' It Ill r 'I --.—PVC REQUIRED, SEE PLANS FINISHED GRADE D2- 30cm OR PER PLANS LATERAL SIZE X 20mm i ECO AMENDED SOIL ECU MAT CONNECTION I I I I I i l I II'I f I I I I'I I O MAT SUBSURFACE I DRIP LINE TUBING. WRAPPED �� /��✓� �� - IRRIGATION SCALE N.T.S. CPNOSEP IRRIGATION DETAIL H F)�' }} }}}r Jy�I IN POLYPROPYLENE FLEECE �� j � ✓��✓✓ SITE SOIL O 11 j I 1 I I j I I I III'll�[PLD-TEE 17mm BARB X OVERLAP MAT 10cm ~ 1 BARB X BARB TEE FITTING / / / �✓ ✓//< LU d- g POLY DRIP LINE TUBING, d LC) I;,I.I iI1 1 II y� PLD BV 17mm BARBED POLYPROPYLENE FLEECE 7R.ofy, SHUT-OFF FLUSH VALVE WRAPPED '4� `17mm PLD BLANK TUBING RECOMMENDED ECO MAT INSTALLATION 5 {} $} AS DISCHARGE HEADER DEPTH D FAIN•CAPPER 5 5135 ___, �y �, +� �_.,. TURF AREAS: 10cm- 20cm IANCSCRPEARCXf1ECT8,LLC yp NOTE. SEE CATALOG FOR ALLOWABLE LENGTH OF TUBING RUN (D). GROUND COVER AREAS: 2ocm ..N....Nd. 44p -�� ' SHRUB AREAS: 30cm los�n ECO MAT — PLAN ECO MAT SECTION z SCALE: N.T.s. QhuY6.Em'IRRIGATION DETAILTeraIN �E�aaTAa°k�o°�oo�a�'PcaEEFEDE��o�'°t - scALE N.T.s C'�ml'kew'IRRIGATION DETAIL .(E6`J��o a _ PVC SUPPLY HEADER AND POLY DISCHARGE HEADER. affLE X0u XEPP6P0EN cxE SIXPPE55 rtENPE�550N L— 7 1°17733iNridnffigirgravaillitalig 3 --I DO 011401.01.01.1.2,10f Alllie.0.19817,31^InHtl 01 59 Ogg,ON1.0 DN0810313 OD 1 ill'Iiigg3""rg°U7413E04N8DiDN'30a3gHr2Igiii1A EEO SIV181031MIWICE1804..11,LNIDDI 011M agN18381WIN N 01.8151038 "RATIgglIVFNMWAROMMgragIgg=g113Vggrgagg"gingEMII81 /MOM 1.,,,ggng.LILT2L ▪ -r1 tiss (▪ -1.1 0 M c) 0 -0 Zs.,1 oe Z 0 I-71 —I 0 euD v M M X co Cn 11011,11,5111 ZO > (j) • 7:1 n 11011035 JO 0113 0 1,13.0 10 ▪ rn (-) (I) 2 -III 121,,I D'11,1L DUD OM V S1.31,1 ZO Z .,IFINVTIO e 1,131130 10 Z 510.021d-II 121,,I U. a .31'" f,arg 0." 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OgLZO 11011035 MOM KM 12° T 0 PAR,ET MARK MP ER,EXTERIOR MATERIALS&FINISHES DESCR ET ONA PARAPET II:11111 'D- AC ----x--,--7-..:clf- r,7-,W- --*--41.7tPes- '" NI COLOR K NG SEED ERICA D'F'" N""""'BR1'l'=ATELT%'',., SP 2 IANDFACTLRED STONE ELDOP Al,.L,„.,E,z 92 -w•-. ---,4z=5-z-_- tni------,,,-w,.--- s-- ==' ,-=`--7,----:namimuinim-c ,--, EP I EXTER OR PA NE RED 0 LEETCH F„scer,zR o<zov,,sp.„„ EP 2 EXTEP OR PA NE PRO,TO MATCH , ,,,,z,z,„,„,„zoo, SI-CP4 0,,N L WS SWEDE,CIT SC , Tle 0 ''' -D .4, M'EED'A —M -47= 'C'ED.'- EL.'lff ==MRPG2'"- '' F"' 1.-D4Css— Mr'. . :-''!".C?-4—= ''''A= '1WA MM7-'Cr T.O.LGIAII:LT- Se' T SLAP ST ST, 01'° ELEVATIONS GENERAL NOTES E%1J,,,,,,C ATTLIO,R ruTLKNAV AND COL KT.:ED ANTREROXIMATELY MATCH THE CI i EXTERIOR ELEVATION-WEST I 1/8"=1-0" n i 2 ;ER;13:B,ELTD:S7E;;;;;;;RBT:T:E;;;;AFE:7V:01:::::::TE 0 PARTPET. 1 1 •x • 067.•::, :::-:,-„0.,,,-0,-„, NOD'. 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"GONNA ''--...Q1V.,_--- T-IIMr ;zi_;: _ -5-a-A:if-zz,Ws ,0,=4 TOO —===. ,‘ MEN to Eull . ..________ _„7,1 ,.,,1. ,T,1 I PT 2 I ' E u)g Q EXTERIOR ELEVATION-SOUTH a..1 1/8"=1-0" <1 ; •, mem w 'I- Iirm 126 0 I EN T 0 PARAPET s_ - 122 0 122 PORN N PARAPET %-1 =F7alatAD RIZKIP=1-f3Z5iPatW -D-eaT"Rs D,',--= DP iaP ---14M14HMN7MO.I'H' aDVi:47-igf%tH43-1&_,____-_,,,, ,- - _ _= V L''2' _ __ _ _________ __=.. _-_,- P - ".."A .RM.-A-.4ig,.p.!R- -T---,sCRT -PLD‘T-S.P.'E-- a a ' '-11-- '=. =P--' s, H'-''=''''''- g''''------ -- -- —-----------''''°7- 7 0 --=.=... 1'PHTa- kli :----3='!4 -,It-A- 1=2-7A--ir-uligal-wriN T EN I i HE 1 i EW, isa 100 0 SHEET TITLE COLOR EXTERIOR ELEVAT.ONS SHEET NO A EXTERIOR ELEVATION-NORTH JOB NO. -r 1/8"=1-0" A3'I b This page is intentionally blank c Wylie Planning & Zoning AGENDA REPORT Meeting Date: September 19, 2017 Item Number: 2 Department: Planning Prepared By: Kevin Molina Subdivision: Woodbridge Center Phase 1 Date Prepared: September 12, 2017 Zoning District: PD (2003-01) Site Plan, Landscape Plan, Exhibits: Elevations Subject Consider, and act upon a Site Plan for a Credit Union of Texas Bank on Lot 6R, Block B of Woodbridge Center Phase 1 Addition, located at the Southwest corner of Woodbridge Parkway and FM 544. Recommendation Consider, and act upon a Site Plan for a Credit Union of Texas Bank on Lot 6R, Block B of Woodbridge Center Phase 1 Addition, located at the Southwest corner of Woodbridge Parkway and FM 544. Discussion ENGINEER: Kimeley-Horn OWNER: CSD Woodbridge, LLC The applicant desires to develop a one story building that measures 39,456 sq. ft. for a Credit Union of Texas bank on a single lot consisting of.9058 acres. A Replat for this site is also on the agenda for consideration. A financial institution with drive-thru is listed as an allowed use within the development standards of Planned Development(2003-01) The development for a bank requires 1 parking space for every 400 sq. ft of building area. The plans are in compliance with the site plan showing 23 spaces with two of those being handicapped spaces. A 4 ft. wide concrete sidewalk will also be constructed along the frontage of FM 544 and Woodbridge Parkway The Credit Union of Texas bank will contract a third-party waste management vendor to pick of the site's waste and garbage at least once a week. All garbage and waste materials will be stored inside of the building until the evening before a regularly scheduled waste pick-up. Waste placed outdoors awaiting pick-up will be stored in plastic bags and placed in a designated pick-up location. The exterior material of the building is comprised of brick and manufactured stone. As presented this item complies with the minimum site, landscaping and exterior materials requirements of the Zoning Ordinance. Staff recommends approval of the site plan subject to additions and alterations as required by the City En•ineerin• Department. 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DDD B wL aB L LL m MRCCT :' n.c a iagnofagre ABa unk cam Lille cam hegndSe eae 2Sal DR wA Straight'rge Leader " � EASEMENT s VOL maa e —L ""��`F (�) 110 f / r/ �ooe PT o�uataa Connor me couT 3oa� rep,xays Ewa Leader p,B. gj �E Dix —® 1r SHRUBS Tn w4L SIZE I. � I LA D eo Iler aomaa Um,DeBeoan,m Holy Beal W o r .k ��kk axe Ulm]Tar BTaaDrr ssw as T D Dv wi and haanaD �1 r NCI BB r/r �� 1 '1 0+ UU us waaraWla en M \- r r I, rR T T ti _ ,� . as aeaa.ema .Delia s� axHT aB oc Eland Alaxniaq �Tr lrT� � b✓ U�x rB e.r c .. "" \ r Q�� D COVERS CODE D,v 30TRcRL DONT SIZE S aargl I anUamDa,r znh Da 1 r LEU a STRIPING _ : SOD TBD D,a,ha e aaR�a eea eaa 1 c� �� Q r '� o° / KimleyxfHorn oEMENT 20 L r� mom` ® ui Taaoamma Big Blue iBe enra�� RR Elan(Daanae ,I VOLa RapG i' "' // —.2� ,'/ ^` Er tiT e a as�n,a�ran BRTD BDD M r /�� ssaBaaau eel Elena nnxnoia m a _ ELEa�xa v i ,rr s ` 4 e \N 1`'MRaaT. a'a VISIBILITY TRIANGLES NOTE cry n y uoe cane Regar .. e aE �N I NO APPURTENANCES BETWEEN THE HEIGHT OF 25 FEET ago a FEET 'Lj \ / r I/ BE THErnsBUTYTR AxGLEAREss.STREET L i FI,di..ul Provided H o o I �� - 1 .�. I/ -i owBRowEBU�R Jr .s tea. H o a _ ��+. r.. 7. _ Iaa ,a ee in�' Aar a (. rr • E_B T`/ F J RELOCAp Aaw ' PRCF. O CO N Yax RT R PROP iz ow 'r- im W W x� c �ARAB�waTm aB r. ;r r,n wn o o e � oj \ 1 \ ; } ' /,T I % i CONCRETE SIDEWALK w o ,� I -----�— T�� P� „E rrvr MEa g�a , s / 2 z Q GRAPHIC SCALE N EEE Wong ,,�- =T o m zo ao Note Llue to HANG.BM emating MIMI..the about trees cannot be planted r,_ ='r I I I I WoodbridgePaE.ar These trees have been placed elsewhere oR the NH 0— mPa WT -.. SITE PLAN ILWOODBRIDGE CENTRE,PHASE 1 ADDITION Q' / / LOT 6R,BLOCK B T T PO 20 03 01 U CO L•ij a K + / 0 �(// Ts iosi Y,Tx sT o iss wvL E,c o 0 CAUTION /� CREDIT UNION OF TEXAS ARCHITECT ADRENALINE Q � fr g� 811.Knowwhat's below. oraWn=mTars DALLAS wRTEano orao„6, o UTEBoo OWNER CLARKSTREET REAL ESTATE ;ag / Call before you dig. 072°)I�T® RU TE,� aOp.E, V DALLAS o�„m1300 LP 1�01 '-' i 2 PRE,L NG MI ND, PRE.L NG MIND, TREE CANO, ' TURF HO LANDSCAPE BED ',',,T',,,),)-. TOPSOL REF PLANT NG MPLE,TANTL NEGD GS NPEGC RF ECFA T PIS MPALMU,LENCNSHD AELND,DVP ESLRAP ENRTCE FNF GCP ALSTAO NOLTN NSR GE • ' F If.EG.,AAIi10eL.1LVFHE:eATERTD..1BDNOR.DZ,R OEREATETE,SR:;DTEBE RrA1N.EgEAU.AL TKNsiL TR LF;KRSU NLsJEK`RN-AEBTG NEE SD,&P4P.3p'.... =!2 TREE CANOPY u.i `;..,:i SOL PLAN4:IgrLeAArc,,,lj PLANT NG SO L PL,NS AND PL,NT NG SPEC F CAT ONS = E 2 ;9 111 ,-, r ±E1=111=111=1 ISHISHISHISIII TR PLE STAKE PL,N DOUBLE STAKE PLAN SNGLE STAKE PLAN . 1-111-111-111 111-111-111— S UND STURBED NATAYE SOL 3 CAL PER AND GREATER /2 UPTO 3 CAL PER LESS THAN 2 CAL PER ^ t r......• ..','-` 0, ! "rEiH S DETAL S FOR ABOVE GPADE TREE .-,) >••Ct.',2P METAL EDG NG STAKES REF STAK NG PILY REF DETAL A TH S SHEET PLANT NG SPEC F CAT PIS FOR TV CAL TREE PLANT NG L-u-''. CU nE,L,r,., 2 REFERENCE PLANT NG SPEC F CAT ONS FOR TREE STAKES STAKE LIXAT ON SR,NOT M••=• =9 Z1 9, ADDR ONAL NFORM,T ON 3 LOCATE ALL STAKES 0,S DE a i.,1 NTERFERE MITTH BPANCHES 2N131 ABRAS VE TREE T ES TREE T ES SHALL BE E Li 'LJ KIMBALL DOER DR VE STAKES NTL METAL EDGING(AT TURF&LANDSCAPE BED) 8 ABOVE BEND NG MOMENT OF TREE T ES E KIMBALL 9 STAKE MUST BE DRNEN MN 29 NTO SOL 5 ALL MULT TRUNK TREES SHALL BE TR PLE SHOULD PRONDE FLE OLT,'a TRUNK B,NOT ALLOW RUBB NG OFTRUNK AGA NST STAKE • E Sca e 1 1/2 1 0 STAKED TRUN KIMBALL TO BE CENTERED AND ' PLUMKEVEL N PLANT NG PR `t.) NOTES MULCH.ER REF PLANT NG SPEC F CAT PIS FOR ADDR ONAL NFORM,T PI 2 WHEN SHRUBS M,SSED TOGETHER MITTH GROUNDCOVER BEDS AUK,N BED TOBE AMENDED REF l „, SOL BERM '''' a P=RSUPBS7RCEAITJSC'ErN MUSES PRUNE ALL SHRUBS TOACH EVE UN FLEM MAS,HE GHT ,, F N SHED GPADE 9 REF TOPLANT SCHEDULE AND PLANT NG PLANS FOR SPAC NG.0, ``.,,. •,4 .Li' IGmley*Horn BEST FACE OF SHRUB TO FACE FRONT OF PLANT NG BED 0,G NAL GPADE . o P.,o,P. IP LANDSCAPE BED 'N— _.._,..________UND STURBED NAT VE SO L MULCH TV SHRUBS TOBE TR ANGULARLYSPACED UNLESS SHONN D FFERENTLVON PLANT NG PLANS ',-, ! 2 2 ETE 9 / x msN9.2=7 i9 SHRUB PL,NT NG ------------- PLANT NG SOL BACKFLL REF DETA L D TH S E0 SHRUB SHEET PLAN LEAW 0 OF TOP OF ROOTBALL E TOSED . E,' 9 AROUND BASE a STEMS 1E 2 ' ' L3 0 PLANT R.BALL TO BE NSTALLED CENTERED i,d ,...,,, AND PLUMKEVEL N PLANT NG PR 5 ,-,,, .cr''''' 9 H GH 8 MI DE BERM SHALL BE CONSTRUCTED SECT ON TYPICAL TREE STAKING B ,. n !Y ARO ND THE ROOT BALL BERM SHALL BEG NAT R.BALL PER PHERY F RM,COMPACTED Sca e NTS (1) 6 2 3 MULCH LAYER REF PL,NT NG SPEC F CAT ONS) T -, F N SHED GRADE E . UND STURBED NAT VE SOL "'REF PL,NT NG SPEC F CAT ONS FM ADDR ONAL NFORM,T ON 1 BACK OF CURB LODSENED SOL D G AND TURN THE SOL TO REDUCE THE COMPACT PI TO THE AREA AND DEPTH SHOWN L GHTLY 2 SEE R.BALL PREPAMT PI DETA LS FM LL co o, ADDR ONAL NFORM,T ON TAMP SOL AROUND R.BALL N 8 L FTSTOBRACE xL AmNuDLS,CAH PrvE BE,D SHRUB DOER OVER COMPACT WHEN PL,NT NG HOLE LA. 3 SEE TREE PRUN NG DETA LS FOR ADDR ONAL 0 r3 1,,, 4 ,,. rosru/2 M,TURE' HAS BEEN BACKF LED POUR WATER AROUND KIMBALL TO SETTLE THE SO L ADD ADDR ONAL SO L AS NEEDED NFLEMAT ON 9 REF TREE STAK NG DETAL TH S SHEET '..—ROOTPAS.LL MIDTH 5 PERFORM PERCOLAT ON TEST PER PLANT NG ,9 ' HRUB MI DTH l' RSHEFRUDBETPALALNDTTNHG, TO MEET REPU RED FN SH GPADE ? I.,,. SPEC F CAT ONS F SUBSURFACE DRA NAGE t% i , SHEET SCAR FY'BOTTOM AND S DES OF PL,NT NG P T PROBLEMS ARE ENCOUNTERED NOT, f,,.::,...., PROJECT LANDSCAPE ARCHRECT SET ROOTBALL ON UND STURBED STABLE SUBSOL 0 ' TYPICAL SHRUB PLANTING D TRUNQPOOTBALL TOBE CENTERED AND PLUMB LEVEL N PLANT NG P T 0 DI,CLEAR OF MULCH AT ROOT FLARE F 6 E Sca e NTS W .REPU RED REMOVE E GESS SOL ON TOP a 2 , KIMBALL MAX 2 AND E POSE TREE ROOT FLARE re 0 w BEST FACE OF PL,NT TO FACE 0 FRONT OF PL,NT NG BED 9 MULCH.ER PLACE NO MORE,. OF MULCH ON 0 TOP a R.BALL REF PLANT NG SPEC F CAT ONS FOR ,', FRONT OF BED MULCH T, 9 H GH 0 MI DE BERM SR,BE CONSTRUCTED ARO ND Lti BACK OF CURB S GRO NDCOVER PLANTS TO BE CO ' ,, ' 0 TRANGULARLYSPACED UNLESS SHOWN THE R.BALL BERM SHALL BEG N AT ROOT BALL PER PHERY F RM,COMPACTED —I SHRUB PLANTING AT CURB G E0 D FFERENTLVON PLANT NG PLANS GROUNDCOVER PLANT FN SHED GRADE — < PLAN 2 3 MULCH LAVER REF H ! ; _,',MsN.u2BI:TDI4E,.2,01„..t. BU LD NG , PLANT NG SPEC F CAT ONS) 9 H GH 8 NIDE BERM SHALL BE -, OR G NAL GRADE UJ 9 CONSTRUCTED AROUND EDGE OF BED F RM,COMPACTED ALONG UND STURBED NAME SOL ,..."' NAT VE LODSENED PL,NT NG SO L BACKF LL D G AND TURN fn : ADJACENT TURF AREAS F NO -, EDG NG/PAVEMENT SHOWN ON PLANS) SET KIMBALL ON UND STURBED STABLE THE SO L TO REDUCE COMPACT ON TOTHE AREA AND DEPTH SHOWN L GHTLYTAMP SOL AROUND ROOTBALL N UJ , SHRUB PLANT NG REF F N SHED GRADE SUBSO L SO THAT TOP a ROOTBALL S 2 3 ABOVE PN SHED GPADE 0 L FTS TO BRACE TREE DONOT OVER COMP.N THE Cl— ' DETA L D TH S SHEET ..i' ,-..........,.. SCAR FY'BOTTOM AND S DES OF rXLIZPOLUUNMDBTT REEL:EPA M.F4'YTTE L . TOP 3DEPTH OF BACK FLL M /2 LAVER OF COMPOST NTOEACH 0 L FT OF BACKFLL WHEN THE PL,NT NG HOLE '..L'U :' PLANT NG P T ROOTBALL HAS BEEN BACKFLLED POUR WATER AROUND ROOTBALL < 'Z' •,,':. 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E 1.LOCH.ISOLATION/0,E VALVE VALVE.% 0 0 i UHC'AkE:LR BM'ReEU'rtr'UA'N''RN N'°4D I VSS F HT:RA:FS T RARE'RNROKAI SEEP PR:ERS:ffN'EfTUt CA'TVI'0:ENN ED R:FU P:RLF?EELDSCEEPF N''EC'ETC'NASRTri V'''NI'A THNNOEVe SI°HSC1E RTHNAMAeTET'TSITTURRERYKNS H:CVA S'F'H i NVE Eel: INSTALLED IN ACCORDANCE WITH THE TEXAS BUILDING CODE PLUMBING/APPENDIX F.AND CODE 2 1 sTANDARDI7n FINISHED GRADE 1 MASTER VALVE REQUIREMENTS ZL:lABHENV"MAE:AT'DE WIDE ENOUGH TO ALLOW A MINIMUM OF 811YC HES BETNEEN PARALLEL PIPE LINES . disRY6TATOR SPRINKLER 2 APPROVAL WHEREVER THE TERMS APPROVE OR.APPROVED'ARE U SED IN THE SPECIFICATIONS.TH EY SHALL Hi:EI:SHDRAEFM:SOYDARSTLIP:1-1EEEP E L I N E S S H A L L BE MA D E 0 F S U F F I C I E N T D E P T H S T 0 P R 0 V I D E T H E M I N I M U M C 0 V E R F R 0 M F I N I S H ? k!iiiiMWtIM ',z z z z z z z z z z z .4, 'l;' "Val lil Mil i I _ _,_ DETAIL N TS MEAN THE APPROVAL OF THE OWNER S CONSTRUCTION R EPRESEN TATIVE IN WRITING 3 BEFOREANYWORK IS STARTED A CONF ERENCE SHALL BE HELD BETNEEN THE CONTRACTOR AND THE OWNER S CONSTRUCTION REPRESENTATIVE CONCERNING THE WORK UNDER THIS CONTRACT 1 E X CT;A:VE:.F.ANRRET,E0RI geDTE==irr:LH'L'A=S7Er=TOP PCRUTZNTA=IT;ISIETXEC=TSIU=ELED'InNAL NER GRAD EAS FOLLOWS ,24.MINIMUM BELOW BOTTOM PAVEMENT PER SLEEVI,INSTALLATION DETAIL THIS SHEET '' 2=URMECAMRLVZ IRRIGATION LINES TO HEADS/DRPLINE EXC EPT VEHICLE TRAFFIC '',) Mill, „.1/ All' =NM 111,00,101 IIII 0 MI 5 INSPECTION OF SITE 18 COVER OVER MAINLINE C MAINTAIN ALLWARNING SIGNS SHORING BARRICADES FLARES AND RED LANTERNS AS REQUIRED EW.E Teak04_MMMW $ 'FatillillMINFL0; 1 A CONTRACTOR SHALL ACQUAINT HIMSELF WITH ALL SITE CONDITIO,SUBMISSION OF HIS PROPOSAL SHALL BE CONSIDERED EVIDENCE THAT THE EXAMINATION HAS BEEN CONDUCTED SHOULD UTILITIES NOT SHOWN ON THE SA;ENORDERS OF THE DIVISION OF INDUSTRIAL SAFENAND LOCAL ORDINANCES 2' OffitiftliffitlfS16141111**0, $z $z 10215214?-.142424: I. _s.FOUND DURING EXCAVATIONS CONTRACTOR SHALL PROMPTLY NOTIFYTHE OWNER S CONSTRUCTION 2 pi.LINE ASSEMBLy REPRESEN TATIVE FOR INSTRUCTION SAS TO FURTHER ACTION FAILURE TO D 0 SO WILL MAKE CONTRACTOR LIABLE FOR MVP,ALL DAMAGE THERETO ARISING FROM HIS OPERATIONS SUBSEQUENT TO DISCOVERY OF SUCH A.INSTALL R EMOTE CONTROL VALVES WHERE SHOWN AND GROUP TOGETHER WHERE PRACTICAL PLACE NO $' .,-4V0'....*-V,,0+.'N,V,,0'4,4 — UTILlTIES NOT SHOWN IN PLANS CLOSER THAN 8 INCHES TO WALK EDGES BUILDINGS.D WALLS C . -,', ',7,',-*:z---. `1 ',„„„„:5„,—„„ 0 WPC RECE.R B PLASTIC PPE AND FITTINGS SHALL.SOLVENT WELDED USING SOLVENTS AND METHODS RECOMMENDED BY BRICK SUPPORTS NP ®MODELWRFC B CONTRACTOR SHALL MAKE NECESSARY ADJUSTMENTS IN THE LAY.T AS MAY BE REQUIRED TO CONNECT TO EXISTI,STUBOUTS SHOULD SUCH STUBS NOT BE LOCATED EXACTLY.SHOWN AND AS MAY BE REQUIRED TO MANUFACTURER OF THE PIPE EXCEPT WHERE SCR.ED CONNEC TIO,ARE REQUIRED PIPE AND FITTINGS SHALL .THOROUGHLY CLEANED OF DIRT DUST AND MOISTURE BEFORE APPLYING SOLVENT WITH A NON SYNTHETIC 1, LIj 8 CONTRACTOR TO MONDE PROPER BACKFLOW CAGE...BACKFLOW DEVICE 30,,RIZIENLUS WASHED ®MOUNTING WALL WORKAROUND EXISTING WORK,NO INCREASE IN COST TO THE OWNER S CONSTRUCTION REPRESENTATIVE BRISTLE BR USH 0 °''. ='4'' WAS H Ea'D4G= COLOR TO.SELECTED E,/OWNER CONTRACTOR TO COORDINATE WITH CIN ON PROPER INSULATION AROUND BACKFLOW DENCE C PIPE MAYBE ASSEMBLED AND WELDED ON THE SURFACE SNA.PIPE F ROM SIDE TO SIDE OF TRENCH BOTTOM L.P' Ei-MALLOW FOR EXPANSION AND CONTRACTION CONTRACTOR TO MONDE PROPER VALVESAND DRAINS ETC-MALLOW EFFICIENT NOTE 8 PROTECTION OF EXISTI,PLANTS AND SITE CON DITIO,THE CONTRACTOR SHALL TAKE NECESSARY K RPZ ASSEMBLY BACKFLOVV PREVENTER WINTERIZATION OF SySTEM ON AN ANNUAL BASIS(SEE SPECIFICATIONS281213 e) ':PUONSTESDE=RN'INS'rZg:=ELIg'C'''NE PSIRIPnTE'llZ TrIC'IEF=GE Tj7TCSONRDI'GritNLSCTL?NRD=NNA'rHT'XUE'f0DNATrAeC=PRERNES%'ECC'NTRACTC' uDsroKFEL.ALL„Ce0.NNLEECATDIOAFNSLEsTNEEN PLASTIC PIPEAND METAL...OR STEEL PIPE WITH THREADED FITTINGS = --E' ,1E N T S 'g'TOHMCPFEN=ITSPAR,ZNNTTVIZETAUNNNO 3 SPRINKLER HEADS/DRIPLINE Yreg ^ trL' Hjj . FURTHER THAN V FROM CONTROLLER 7 THE OWNER RESERVES THE RIGHT TO SU BSMUTE ADD OR DELETEANY MATERIAL OR WORK AS THE WORK '1 0 FINISH GRADE PROGRESSES ADJUSTMENTS TO THE CONTRACT PRICE SHALL.NEGOTIATED IF DEEMED NECESSARY BY THE A.INSTALL ALL SPRIN KLERS/DRIPLJNE AS DETAILED ON DRANINGS 1,....... .,'LL. , OWNER ON A PER DIEM BASIS B C.O."!SCALE PLANS FOR EXACT HEAD LOCATION ^ a,g r' 0 SZiND=DBOXWITH COVER WIRE.. RAIN SENSOR asoig°,ANDEceRuEZR,rTsRTE;:eRZT.TXEs'HTL:TREE=':RTZ=EDDT-Z'ETEep,M=-Frgs,E,. e PROVIDE A MINIMUM OF 4 BETWEEN SPRINI,ERS/DRIPLINE AND PAVEMENT/BUILDINGS >00 g 0 ® WRAfTdrBPInFB=INEESST'N DETAIL N T S B WORK SCHEDULE WITHIN 10 DAYS AFTER AWARD OF THE CONTRACT THE CONTRACTOR SHALL SUBMIT TO THE 4 CLOSING OF PIPEAND FLUSHING LINES Qj -n'A' i ® --- FINISH GRADE OWNER A WORK SCHEDULE AAA-A=IMPTXUA=LFDTBNSeTSRV9r1=ETPELEAECNEN=I=LRIrN'ENCTETSHS=N=LETION ME•=0 9 L 6 t t/// Ur,72. ID°E,',,Ap,=-TRT=R07===es-At;DuReATT=TtueETPHRE",„,=N"Esp7tSHC" OF INSTALLATION B THOROUGHLYFUJSH OUT ALLWATER LINES BEFORE INSTALL!,HEADS DRIP.,VALVES AND OTHER® .0N.LINEAR LENGTH OF WIRE COILED CONTROLLER LOCATIO,REMOTE CONTROL VALVESAND QUICK COUP.°VALVES THE D RAWINGS SHALL ALSO HYDRANTS E I q''' PRESSURE REGULATI,FILTER VOLI=VME INDICATEAND SHOW APPROVED SUBSTITUTIONS OF SIZE MATER IAL AND MANUFACTURERS NAMEAND CATALOG NAMEAND CATALOG,MBER THE DRAWINGS SHALL.DELIVERED TO THE TENANTS CONSTRUCTION C TEST IN ACCORDANCEWITH PARAGRAPH ON HYDROSTATIC TESTS ,i . C, RAIN BIRD PRF IDIRBY(INCLUDED IN XCZ10,,,PRF., PLYJ'agi LTSHING REPRESENTATNE BEFORE FINAL ACCEP TANCE OF WORK D UPON COMPLETION OF THE TESTING THE CONTRACTOR SHALL C OMPLETE ASSEMBLY..ADJUST SPRINKLER HEADS..PROPER DISTRIBUTION • q E P%;EPE SSCCHINFT141EN% 'LLF7rDIN°07'T SC'4.EETED 0 PVC SCH.40 FEMALEADAPTOR 3/q PVC COUPLING IRIEF.FRI=AuNF.00EN FTIHN=r=F=RNKoMFAX.00BRTKAINED FROM THE OWNER S CONSTRUCTION ' 2 2 0 LATERAL PIPE Cr,T, 5 INSPECTIONS 3/4 ' ' (12 NSOCTYI TSTSEEQRUIR E D.} A SPRINI,ER/DRIPLJNE LAYOUT AND SPACING IN SPEC,.VERIFICATION THAT THE IRRIGATION DESIGN IS C, REMOTE CONTROLVALVE IDE F=T TMEAVRLILAN ZIZAELNLT%eDUZPNKTMEAENDS X';R 2:;ANATREM'LDLTLESC'OFC=PRTEAP=7=LT 0 ACCURATELY INSTALLED IN THE FIE.IT WILL ALSO PROVIDE FOR ALTERATION OR MODIFICATION OF THE SYSTEM 2 1,2 21,2 TO MEET FIELD CONDITIO,SPACING SHOULD BE WITHIN 5.OF THE DESIGN SPACING ANY PART OF THE PREMISES R ESULTI,FROM LEAKS OR OTHER DEFECTS IN MATERIAL EQUPMENT AND 11' ' ' , 0,,0' ,i,',3 ,MMT RMBIRD 101DV(INCLUDED IN XCZ101pRF .rzEs)uppoR-rs : ,,,,t' t- WORKMANSHIP TO THE SATISFACTION OF THE TENANT S CONSTRUCTION REPRESENTATIVE REPAIRS IF REQUIRED B PIPE INSTALLATION DEPTH INSPECTION ALL PIPES IN THE SYSTEM SHALL BE IN STALLED TO DEPTHS AS 4 0, PVC SCH.40 TEE OR ELL TO MANIFOLD 0, 3.INCH MINIMUM DEPTH OF 3/.INCH WASHED 3ZATMEMDP SHALL BE DONE PROMPTLY,NO COST TO THE OWNER 13 A LAMINATED PLAN(81,2 X11)SHOWING THE DIFFERENT IRRIGATION ZONES IN COLOR PREPARED Pr!. IRRIGATION CONTRACTOR SHALL.POSTED IN THE MECHANICAL ROOM PREVIOUSLYDESCRIBED IN SECTION E OF THESE SPECIFICATIONS PREENJpREENN;HEINNnCs=4HNEJRREEN,,Cul=D ALLJOINTS AND EVERY TRA,ITION IN PPE SIZE WILL.OPEN .,.,:zar:=,,,,„, 2,2 , 4 GRAVEL N'll'sPiPT.rqrr741,,VC :nf.,,,NI.SS STEEL C MATERIALS rVoNE1=nso=7,70P=rOZ=rugEeZZ,M4Ec',F.g,EoTro'N V'Ec'x'r=FC7,-re'pc:TN,omxAsv.:1 KimlerzaHorn , a MANIFOLD PIPE AND FITTINes XCZ-100-PRF 1"CONTROL ZONE KIT 1 GENERAL ALL MATERIALS THRO,HOU T THE SYSTEM SHALL BE NEW AND IN PERFECT CONDITION THE IRRIGATION CODES L,L,,..;',.'572E"L:E'',:`,"j.,, 4 AIRNACUUM RELIEF 2 PLASTIC PIPING ALL MAIN LINES AND LATERAL LINES SHALL.CLASS 200 POLWINYL CHLORIDE(PVC)PIPEAND 8 HYDROSTATIC TESTS DETAIL N T S SHALL COMPLY WITH ONE OF THE FOLLOWING STANDARDS ASTM D1785 ASTM D 2241 AMA C BDO OR..,,,,, :PLUMBED TO POI-, N TS C 805 SDR.PR PPE SHALL HAVE A MINIMUM WALL THIC.ESS AS REQUIRED BY SDR.28 PVC GASKETS FITTINGS A REQUEST THE PRESENCE OF THE OWNER IN WRITING AT LEAST.HOURSIN ADVANCE OF TESTING .7 0 0 BUBBLER HEAD AS SPECIFIED SHALL CONFORMING TO ASTM D 31.GASKETS SHALL CONFORM TO ASTMF 477 SOLVENT.WELD PVC F ITTI,S SHALL MEET THE REQUIREMENTS OF SCHEDULE 40 AS SET FORTH IN ASTMD 2.8 THREADED PVC PIPE FITTI,S B TESTING TO BEACCOMPLISHED AT THE EXPENSE OF THE CONTRACTOR AND IN THE PRESENCE OF THE OWNER SLEEVE SCHEDULE • ,,, 0 0 MALEADAPTER SHALL MEET THE REQUIREMENTS OF SCHEDULE 40 AS SET FORTH IN ASTMD 2.4 CONFORMING TO ASTMD 1784 '‘', N T S C CENTER LOAD PIPING WITH SMALL AMOUNT OF BACL5 ILL TO PREVENT ARCHING OR SLIPPING UNDER PRESSURE '',.drz. 0 0 g LONG(12 GAUGE)WIRE STAPLE j SECTION NEW ttr 0 1E%;FEITTPOC=1-02FINITRTEC'E 3 PLASTIC FITTINGS ALL SOLVEN T4/ELD PVC FITTINGS SHALL MEET THE REQUIREMENTS OF SCHEDULE 40 AS SET D APPLYING A CONTINUOUS AND STATIC WATER PRESSURE OF 125 PSIMI EN WELDED PLASTIC JOINTS HAVE o LcJ c',,, CURED AT LEAST 3 HOUR SAN D WITH THE RISERS CAPPED AS FOLLOWS 1E 2 ' ' . F=ezzDoEmospcx=ocTRo==bpuopf,,x,c x.R.E Tve)s TANDARLONE1011i PS 1)MAIN LINES AND SUBMAINS TO BE TESTED MIN CLEARANCE 0 0 REDUCER BUSHINGAS REQUIRED 4 SOLVENT CEMENT PVC CEMENT SHALL MEET ASTM D 258,IAND PVC CLEANER NPE SHALL MEET ASTM F P68 PAVING 2TRNO2HPRC'EUSRSSURE LOSS IS ALLOWED FOR SOLVENT WELD MAINLJNE/PIPE n Lj H 1 , , ssres 1.16._ .. 0 SCHEDULE 40 PVC TEE(S XS XS) AIR VENT,HIGH POINT OF EACH DRIP VALVE 5 SPRINKLER HEAD RISERS SCHEDULE 4D PVC FOR RISERS PIPE SHALL BE C UT WITH A STANDARD PIPE CUTTING E FOR PVC AND 0,1,GASKET PIPE THEALLOWABLE LEAKAGE SHALL NOT EXCEED THE NUMBER OF GALLONS TOOL WITH SHARP CUTTERS REAM ONLY TO FULL DIAMETER OF PIPE AND CLEAN ALL RO,H EDGES OR BURRS 'g .C., 0 LATERAL LINE(CLASS.°PVC) CIRCUIT 1-1THHPCOPITil) CUT ALL THREADSACCURATELY WITH SHARP DIES NOT MORE THAN THREE(3)FULL THREADS SHALL SHOW BEYOND PER HOUR AS DETERMINED BY THE FOLLOWING F ORM, (1) Z FITTINGS WHEN PIPE IS MADE UP ASSEMBLIES SHALL.AS D ETAILED L.P051.8. 0 „ ,,‘‘.,,,•,,, SLEEVES BUBBLER ASSEMBLY AUTOMATIC CONTROLLER SEE LEGE, IN WHICH L=ALLOWABLE LEAKAGE IN GALLONS PER HOUR -, N T S PR OFESSIONAL LANDSCAPE 7 REMOTE CONTROL...SEE LEGE, N=NUMBER OF JOINTS ,L'S S. DRIP LINE INSERT FITTI,S w ,9 —"- -12 MIN I — FLUSH CAP , 8 CONTROLWIRING 24 VOLT SOLID UL APPROVED FOR DIRECT BURIAL IN GROUND MINIMUM WIRES.18 GAUGE ALL SPUCES SHALL.MAD E WITHIN VALVE., D=PIPE DIAMETER IN INCHES P=AVERAGE TEST PRESSUREIN PSI GAUGE a pv„,,Typie, , F REPAIR LEAKS RESULTING FROM TESTS :i 24 MINIMUM TO (LOW POI, ,,,,e,. \ LNILmEuEZSvOs="10ZiaNs=R ALL WALKSAND PAVED AREAS AND WHERE INDICATED ON DRAWINGS LL co N 666, \ 10 s F.R,NKLE P HEADS/DRIP LINE SEE LEGEND 7 AUTOMATIC CONTROLLERS iY, FINISHED GRADE , .,,,' \ A CONNECT REMOTE CONTROLVALVES TO CONTROLLER IN A CLOCMISE SEQUENCE TO CORRESPOND WITH 0 r,3,,, 1 _ __._ 11.EEE sou,—EA..SHALL.NOTED ON DRAWINGS STAT.SETTING BEGINNING WITH STATIONS1 2 3 ETC ,1 , 1—P7Ne I I -- UBE 4.MAX—/ V SCH 40 MANIFOLD --71--r‘/C-'LAT E R A L LINE FLUSHING VALVEPF T.,/1 8 AUTOMATIC CONTR OLWIRING g '—d g'11 =MTCURBNPICAL A INSTALL CONTROL WIRING SPRINKLER MAINS AND LATERALS IN COMMON TRENCHES WHEREVER POSSIBLE E '''q g E rE EE.E. COMPRESSION RING PCVOCM=SC'S1 ADAPTER /..t7..'ir ,.., a PANSION CURLS SHALL.PRONE.WITHINTHREE(3)FEET OF EACHWIRE CO NNECTIONTO...MANE,ATLEAST 'E°1i1 ,E1%1/'IrAXNEDHAURNZEOVIIETRALL=447=ENTr=12=VOr'Ne AT LEAST F'")TURNS°F , NOTES NOTE ,,IPVI 1- E E 1 EEEETEEEEEEEEEEE=EEEELE=EEEE'EEEE 1 INSTALL FUJ SH CAPAR VENTS AT HIGHESTAND LOWEST POINT 2 STAKE DRIP HOSE AT EVERY3RD EMITTER .61:C0104 LATERAL,EXHAUST HEADER) C CONTROL WIRE SPLICES WILL.ALLOWED ONLY RUNS OVER 1000 FT CONNECTIONS SHALL BE IN VALVE., 3 R 3 ZIR-IENTC7ERSTAISNIVURI=EC'F=ILIZTXTEEND'E SM"R SLEE' 3 USE HUNTER INSERT FIITINGS FOR DRIP CONNECTIO, II% lj MiM TEE AND LOCATION TO BE SHOWN ON AS BUILT PLANS 4 MECHANICALLY TAMP TO..PROCTOR TYPICAL DRIP IRRIGATION INSTALLATION DETAIL VV.. '''''i.r/ D ALL WIR ING PASSING UNDER EXISTING OR FUTURE PAVING CONSTRUCTION ETC SHALL BE ENCASED IN W 0 AVNER S PE.) PLASTIC OR GALVANIZED STEEL CONDUIT EXTENDING AT LEAST 24 BEYOND E,ES OF PAVING.CONSTRUCT!. rt 8 EE SLEEVE DETAIL ,, N T S ‘,.....1.2,1,1400 B BACKFILLAND COMPACT!, A AFTER SYSTEM IS OPERATING AND REQUIRED TESTSAND INSPECTIONS HAVE BEEN MADE BACKFILL , =1=ArErA=E=KUTLE, EXCAVATIONS AND TRENCH ES WITH CLEAN SOIL FREE OF RUBBISH INITIAL BACKFILL MATERIAL TO 8INCHES j '14ZIPC'VFELSIL)'MP ABOVE THE TOP OF PIPE SHALL BE FREE OF ROCKS OR STONES LARGER THAN ONE INCH IN DIAMETER F INAL SECTION V.. 2 ),14114 0 WO BACKFILL MATERIAL SHALL BE FREE OF ROCKS OR STONES LARGER THAN 3 INCHES IN DIAMETER CO 0 0 0 0 .J tl,nOtt VeNg BRICK SUPPORTS(THREE) B BACKF ILL FOR ALL TRENCHES REGARDLESS OF THE TYPE OF PIPE COVERED SHALL BE COMPACTED TO r-'' 9p., „41,,p 0 0'41=TET LE'TH' MINIMMBO.DENSIN ,'Y CD=T,E,,-=,`",,,=EN. (D=REDDEEsept7=0DER coNTRoLLERm 0 TragT477J, e coMPACTiPENCXES IN AREAS TO BE PLANTED BY ill..01112(fLOODIN 0 THE BACKFILL JETTING PROCESS .7t ,F,. 5 Sit it Pr liz 0 MAINLINE PIPE UP).U, 1,0 iM 0 LATERAL PPE . . 0 ,— PLASTIC CABIN ET WITH WALL MOUNT INSTALL CONTROLLER AND C.INET ONWALL PER MANUFACTURER S RECOMMENDATIONS 0 'X LINE FLUSHING VALVE WSHUT.OFF VALVE N T S 0 71`.7e7M:Vr m A y.USED IN THOSE AREAS D DRESS OFF ALLAREAS TO FINISH GRADES 10 PROTEC TIVE RADIUS OF EXISTING TREES H IL -- 0—INO IN CONDUIT i 0 JUNCTION BOX j ,C1 0 1 INCH CONDUITAND FITTINGS TO POWER SUPPLY 0 1' 0'2=7.22.°2" A AN AUGER IS TO BE USED TO TUNNEL UNDER EXISTING TREES IF IRRIGATION IS INSTALLED WITHIN THE PROTECTIVE RADIUS OF EXISTING TREESAND ONLY IF THERE IS NO OTHER OPTION OR TO DO SO CREATES AN UNREASONABLE HARDSHIP 121 0 ZRP1'1,1204CCHH=PX'FLL 1 @ POWER SUPPLYWIRE 610 0 r'''`j 111 Idi 1/1 i ITNRT=ErZCORN=ITC7NRS HAVE BEEN MADE C,,INCH CONDUIT AND FITTINGS FOR IWO WIRE CABLE ®'UTEC: F7RTNTIPLAET.IHATC%DTE=.EACH PATH e 0 FINISH GRADE/TOP OF MULCH 0 PZrBirlISPR'N'ER 6flittn.- ° °a:7,,o,s,FLE, 1 REMOVE FROM THE SITE ALL DEBRIS RESULTING FR OM WORK OF THIS SECTION Z 0 '., CD=Nsgvow=EFgs-r- c"—ILI 1 • 0 'I' ,..PPINBIRD ROTARY NOZZLE °7L'EXHTS'RFEF'QtRED) •i L____Ill LIIIE111E H L.j 'ft 0 0 0\—CD TRENCH AS SH OWN NOTES < t, i Isss_esssss_esmss,,s_s_sss /,/,,sss,,,s/sssr,ONAL75 STATION THE CONTROLLER UP TO 20 TOTAL STATIONS 0t..._00,.... 0 PVC SCH 4D ELL 1 Ira" ° OfarE""D 0 Esp,,SUM75 MODULES MAY BE ADDED TO EXPAND ,M1101•41101M 0 pVC SCH 0 STREET ELL 0 NOTES IN TRENCH AS SH OWN : 00=0.4 •.... .0''. 1 =1E'NZ‘T/17HAS=R4DOSPCVACP E ° 2 USE STEELCONDUITFOR ABOVE ORADEAND SCH 40 0 PVC SCH 4D TEE OR ELL 0 2 ..,:'<,'''... 1c14/UrT,HLDNI=EXHZ THE PPE 0 RUN WIRING BENEATH AND BESIDE MAINLJNE PVC CONDUIT FOR BELOW GRADE GOND MONS 3 P7C=OPPOTNeDRRC'EUS=CCECrONg ITS TCP 0 00 00 0 PVC LATERAL PIPE 000 0 0 0 I: LC 2 ,,o,,22 2 =.1F.PEE,:1=1,EsBURIAL DEPTHS 0 ,A., I&FOOT INTERVALS .. 0 T:1011=O=T 4,0 PIPE AND WIRE TRENCHING ESP-LXD TWO-WIRE DECODER CONTROLLER POP-UP SPRAY SPRINKLER ...4\"se'F' PEB SERIES VALVE L'.' ''.'". N T S DETAL N.rs N Ts DETAIL N T S LI 2.01 E1 E 11 E ARCHITECTURAL BASE STANDARD COMPLIANCE GENERAL NOTES: EXTERIOR ELEVATIONS —0, E,„,„.„,a,,,a,s —FACADE ARFA S 2 SGR FFF OF WII CH 6 JAASONR AREA 264.SGR FFF -'-' 1. 23,B Ali CH S AANUFAC UHL,*ONE ONE S AR CHA I,CADDO -,A. --, SPEC F FD ROOF NG.FR ALS .- 1 3 CONC..EX FR ORS HAVE BFFN APPROVED B.ANCHOR FNA N -. A- 0/OF S. KROGER AND DB,OPER CS°WO ODBR DGF C AS RFGU RFD B . RFC PRO CA FAS AFN AGRFFJAFN AND AS SUCH.BU 0 NG S N CO AP A NCF WM SURROUND NG ARCH EC URA S FS AND HUMS '-ea, M7J 7 `A 0,0., and Manning n _ ... --Alli ' 2 SEE NO E a FOR ARCH EC UR FFA URF DANA..FN RANCE CODED NOTES EXTERIOR ELEVATIONS = ARCHITECTURAL DESIRABLE STANDARD COMPLIANCE SEE NO F 7 2 AND]3 OF A S N.ORFD E EVA ON*FOR CO AP AN CF W H USE OF WO CO AP AFN AR/ DIVISION 03 CONCRETE FRONT FACADE AREA 2 S,DP F. FACADE.FR ALS 0 HF P A CH EVE FACACE AR CU A.V SUP VAR E AND OR ARC.F MIRA OF A NG GA.NG AREA APO SI.F.48,, 2 *FE CO ORFD E E VA ON A WES E EVA.EN RACE AR CU A ED B NO F 5 COW NA ON OF NO E 73 AND D NORTH ELEVATION-F M 544 VIEVV M.O.AREA 2.,A.SIDR FEET 2a6 NO F 75 ACC AOP Sid 2M.OF RE..RED S ONE AMOR/PRODUC DIVISION 05 METALS 3 NO ES 7 2 75 OU NE USE OF AANUFAC URFD S ONE BR CI,AASONR AND AF A.B NG NO ES 5 AND a DEMONS RA E U ZA ON OF AR CU A ED AA ER A S FOR FACADE AND FN R WA S U ZA ON OF. 0 T2C'F,I'AaLFL CO AB NA ON OF A OF HESE AA FR A S DEMONS RA F CO AP ANCF W H USE OF ARCH EC URA OF A NG AND OR AA ER A S 0 PRO V OF VAR F N V SUP APPEARANCE DIVISION 07 THERMAL 8 MOISTURE PROTECTION r 0, 0 T CJG 1,IF' ® 7,,-.7;A,A, 17= DIVISION 08 OPENINGS 4' C.0'SCAB DIVISION 10 SPECIALITIES DIVISION 22 PLUMBING (:)VV ES-f ELEVATION DIVISION.ELECTRICAL ELPHEI5 11 DIVISION 32 EXTERIOR IMPROVEMENTS 4 7 4 F MI a F = ."-,- Z ' T C LL ''La„a 0 1— J.2 2 ..... < > W ®SOUTH ELEVATION , \_ 1[Li T T T T Ai i F I w - - - 0 1-- -J-J , , - rt - F-—F—M -F—7 :11 r—"--r-1-111 h;H EXTERIOR FINISH SCHEDULE: 0 W I' I I I II ,,' i i ,i I I h H 11,_„_,L_, 1_110LT-j---- x li aJ/AAaaaj ''' 07 7 ,,-....... 28 1 i j L cm, 1 FI--____a , . 0 1 0 07 2 Ja aaaa . a--------:---'I ' 2 1 070 o . — c\ -----____ r r -1 ill A 1.''III E L L 0 FRONT FACADE AREA 8 SS,.F. l'aaa----Jaaaa 37 EAST ELEVATION -VVOODBRIDGE PARKVVAY VIEVV M.O.AREA 2E8 SIDR FET 35% A2.1 This page is intentionally blank (Ti) Wylie Planning & Zoning AGENDA REPORT Meeting Date: September 19, 2017 Item Number: 3 Department: Planning Prepared By: Renae' 011ie Subdivision: Collins Storage Addition Date Prepared: September 11, 2017 Zoning District: ETJ Exhibits: Final Plat Subject Consider, and act upon, a recommendation to City Council for a Final Plat for Collins Storage Addition, Lot 1, Block A, (ETJ)being 7.123 acres, generally located east of FM 544 and north of Bozman Road. Recommendation Motion to recommend approval to the City Council regarding a Final Plat for Collins Storage Addition, Lot 1, Block A, ETJ bein_ 7.123 acres, generally located east of FM 544 and north of Bozman Road. Discussion OWNER: William L. Collins ENGINEER: Maddox Surveying & Mapping The 7.123 acre tract is located in the City's ETJ in Collin County. The Final Plat will dedicate 10 feet of right- of-way for FM 544. The purpose of the plat is to establish boundaries for the development of a storage facility on a single lot. The property is traversed by a 170' Electric Easement to Texas Municipal Power Agency as well as a 60' Electric Easement to the City of Greenville. The plat is technically correct and abides by the City of Wylie Subdivision Regulations. Being that the subject property is within Wylie's ETJ, all zoning and inspection requirements will be governed by Collin County. 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