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08-14-17 PZ Agenda Packet TOWN OF WESTLAKE, TEXAS PLANNING AND ZONING COMMISSION MEETING AGENDA August 14, 2017 WESTLAKE TOWN HALL 1500 Solana Blvd., Building 7, Suite 7200 1St FLOOR, COUNCIL CHAMBERS WESTLAKE, TEXAS 76262 Work Session 5:00 p.m. Regular Session 6:00 p.m. Work Session 1. CALL TO ORDER 2. DISCUSSION REGARDING ITEMS LISTED ON THE REGULAR MEETING AGENDA. 3. STANDING ITEM: PRESENTATION AND DISCUSSION OF DEVELOPMENT PROJECTS PER JULY 2017 REPORT. 4. STANDING ITEM: DISCUSSION REGARDING COMPREHENSIVE PLAN RELATED ISSUES AND BOARD PROFESSIONAL DEVELOPMENT. S. ADJOURNMENT Page 1 of 2 Regular Session 1. CALL TO ORDER 2. DISCUSSION AND CONSIDERATION OF THE MINUTES FROM THE MEETING HELD ON JUNE 12, 2017. 3. CONDUCT A PUBLIC HEARING AND CONSIDER A RECOMMENDATION OF A SITE PLAN FOR AN APPROXIMATELY 1.392-ACRE PORTION OF PLANNED DEVELOPMENT DISTRICT 1, PLANNING AREA 2 (PD 1-2), ESTABLISHED BY ORDINANCE 703 FOR THE PROPERTY GENERALLY LOCATED SOUTH OF STATE HIGHWAY 114, EAST OF DAVIS BOULEVARD, AND NORTH OF SOLANA BOULEVARD, COMMONLY KNOWN AS WESTLAKE ENTRADA. THE AREA SHOWN ON THIS PD SITE PLAN IS LOCATED NORTHEAST OF THE INTERSECTION OF SOLANA BOULEVARD, GRANADA TRAIL, AND CORTES DRIVE 4. CONDUCT A PUBLIC HEARING AND CONSIDER A RECOMMENDATION OF A SITE PLAN LOCATED IN THE GU-GOVERNMENT USE ZONING DISTRICT FOR A 5.03 ACRE TRACT LOCATED AT THE NORTHWEST CORNER OF DAVIS BLVD (FM 1938) AND DOVE ROAD. THE PURPOSE OF THE SITE PLAN IS TO APPROVE THE CONSTRUCTION OF A NEW FIRE STATION. S. CONDUCT A PUBLIC HEARING AND CONSIDER RECOMMENDATION OF A ZONING CHANGE REQUEST FOR AN APPROXIMATELY 62.53-ACRE PORTION OF LOT 1, BLOCK 3, WESTLAKE/SOUTH LAKE PARK #1, LOCATED ALONG THE SOUTH SIDE OF SOLANA BLVD., WEST OF THE INTERSECTION OF SAM SCHOOL ROAD AND SOLANA BLVD. THE PROPERTY IS CURRENTLY ZONED PLANNED DEVELOPMENT DISTRICT (PD1-1); PROPOSED ZONING: PLANNED DEVELOPMENT DISTRICT (PD6) FOR SINGLE FAMILY RESIDENTIAL USES, INCLUDING APPROVAL OF A CONCEPT PLAN AND DEVELOPMENT PLAN; APPROVAL OF A SPECIFIC USE PERMIT FOR PRIVATE STREETS. 6. CONDUCT A PUBLIC HEARING AND CONSIDER A RECOMMENDATION REGARDING A FINAL PLAT FOR PHASE 2B OF THE QUAIL HOLLOW SUBDIVISION. THE PROPERTY INCLUDED IN THE FINAL PLAT IS A PORTION OF THE APPROVED 188.28-ACRE PRELIMINARY PLAT LOCATED AT 1755 DOVE ROAD, SOUTHEAST CORNER OF THE FM 1938/DOVE ROAD INTERSECTION. 7. ADJOURNMENT CERTIFICATION I certify that the above notice was posted at the Town Hall of the Town of Westlake, 1500 Solana Blvd., Bldg. 7, Ste. 7200, Westlake,Texas, 76262,August 09, 2017, by 5:00 p.m. under the Open Meetings Act, Chapter 551 of the Texas Government Code. Tanya Morris,Assistant to the Town Secretary If you plan to attend this public meeting and have a disability that requires special needs, please advise the Town Secretary 48 hours in advance at 817-490-5710 and reasonable accommodations will be made to assist you. Page 2 of 2 Planning and Zoning Item # 2 — Back up material has not been provided for this item. DISCUSSION REGARDING ITEMS LISTED ON THE REGULAR MEETING AGENDA. NO ACTION WILL BE TAKEN DURING THE WORK SESSION. ovvN of FS L �IKF Development Snapshot July 2017 TCOWN OF LAKE `/ 170 6 MST TOWN OF CITY OF TOWN LIMIT ROANOKE ♦ TROPHY CLUB 1 J7 MAP GUIDE owN tiMi r ` T DENTON COUNTY 17° a 114` DENTON COUNTY 1. Fire/EMS Station TARRANT COUNTY Ottinger y\�� TARRANT COUNTY Government Facility r3773772. Terra Bella CITY OF Residential Development SOUTHLAKE � 1 3. Carlyle Court 0 0❑ 8 co EJ C3 Residential Development L Y � � � 5 CU sz �' �o o SO�ana Blvdgy 4. Quail Hollow? O114 En * Dove Rd > 0 tip% Residential Development CITY OF 0 Dove Rd s FORT WORTH Tow IT a�s�h ;,XpO 1111,004v o � 5. Granada ° U A Residential Development � � P 2 TOWN LIMIT 0 3 4.. w 36. Project Blizzard � 77� o .: Mixed-Use Development ;n Dove Rd CITY OF TOWN LIMIT 7. Schwab Corporate Campus TOWN LIMIT KELLER 00 CY) CITY OF Office Campus LEGEND TOWN LIMIT SOUTH LAKE N 8. Solana Parking Garage Addition ti Subdivision Roads Two Parking Garages Collector/Arterial Roads TOWN LIMIT W E Highways 1■■■ TOWN LIMIT s ti Future Traffic Signal Completed Building Site Plan Submitted ' • • Building Permit Submitted , kI Under Construction "`" " Development Map Table Project Project Land Use Number of Percent Estimated No ,, Name dots/Units Size Development Status Complete* Completion 1 Fire/EMS Station Government enN/A 5-acre site Site plan submitted . Submitted for August Council/Commission meetings. Oho N/A 2 Terra Bella Residential 28 54.7 acres 23/28 lots currently developed or under construction 71 .43% N/A 3 Carlyle Court Residential 8 10.2 acres 5/8 lots under construction 37.50 N/A Phase I and IIA infrastructure complete. Phase IIB Final Plat being submitted for 4 Quail Hollow Residential 92 188 acres August Council/Commission meetings. Phase 3 improvements under review by staff. 0.00% N/A Building permits expected soon . Granada Phase I 41 Phase I has 32/41 lots currently developed or under construction . 62.20% 5 Residential 85 acres N/A Granada Phase II 43 Phase II has 8/43 lots under construction . 9,30% 6 Project Blizzard Mix-Use N/A 53 acres Several civil plans for utilities and paving being reviewed . N/A N/A 4 buildings Schwab Campus Building permits for the tunnels and foundations submitted and currently in review. 7 Office 2,600 car garage 33 acres N/A N/A Phase 1 75% construction drawings have been submitted for the rest of the site. 555,000 s.f. August 2017 Solana Parking 8 Parking 1 , 126 spaces 10.32 acres Elevator work and landscaping are outstanding items. 95% Au g Garage Addition AWN OF L4bW7 At AL * % Complete= (riof BP's x 50%)/Total BP's+ (gC0's x 50%)/Total CO's July � ** Refer to Entrada Development Report for more info Planning and Zoning Item # 4 — Back up material has not been provided for this item. STANDING ITEM: DISCUSSION REGARDING COMPREHENSIVE PLAN RELATED ISSUES AND BOARD PROFESSIONAL DEVELOPMENT. Planning and Zoning Item # 5 — Adjournment Work Session Back up material has not been provided for this item. MINUTES OF THE TOWN OF WESTLAKE, TEXAS PLANNING AND ZONING COMMISSION MEETING June 12, 2017 PRESENT: Chairman Tim Brittan, Commissioners Greg Goble, Liz Garvin, Ryan Groce, and Ken Kraska. Others: Alternate Sharon Sanden ABSENT: Commissioner Michelle Lee OTHERS PRESENT: Director of Planning Ron Ruthven, Town Secretary Kelly Edwards, Administrative Assistant to the Town Secretary Tanya Morris, Town Attorney Cathy Cunningham, Deputy Chief John Ard, Development Coordinator/ Management Analyst Joel Enders, Communications Manager Jon Sasser, and Development Intern Nick Ford. Work Session 1. CALL TO ORDER Chairman Brittan called the regular session to order at 5:02 p.m. 2. DISCUSSION REGARDING ITEMS LISTED ON THE REGULAR MEETING AGENDA. Director Ruthven gave an overview of the items. Zoning change request on Pearson Lane from R-5 to R-2. Staff recommends denial due to recommendations in Comprehensive Plan. Directory Ruthven read a letter from Mr. and Mrs. Schmille, 23 Wyck Hill Lane, in opposition of the zoning request change. P&Z Minutes 06/12/17 Page 1 of 4 3. STANDING ITEM: PRESENTATION AND DISCUSSION OF DEVELOPMENT PROJECTS PER MAY 2017 REPORT. Director Ruthven provided updates on the following: Entrada: Public improvements continuing, streets should be completed by the end of the year - Cortez Drive and access to Phase II, builders and developers progress, retail corner at Davis Boulevard/FM 1938 and Highway 114 waiting on sewer infrastructure, Tower, and Starbucks. Signal Lights should be completed by the end of summer. Dove Road construction. 4. STANDING ITEM: DISCUSSION REGARDING COMPREHENSIVE PLAN RELATED ISSUES AND BOARD PROFESSIONAL DEVELOPMENT. No additional discussion. S. DISCUSSION REGARDING PROJECT BLIZZARD (PD 3-5A AND PD 3-5B) Mr. Joe Schneider, Hillwood Properties, 9800 Hillwood Pkwy, Fort Worth, stated they are continuing to work on Schwab and roadway agreement. Possible new campus-type developments and mixed-use development. 6. ADJOURNMENT Chairman Brittan adjourned the work session at 5:31 p.m. Regular Session 1. CALL TO ORDER Chairman Brittan called the regular session to order at 6:03 p.m. P&Z Minutes 06/12/17 Page 2 of 4 2. DISCUSSION AND CONSIDERATION OF THE MINUTES FROM THE MEETING HELD ON MAY 15, 2017. MOTION: Commissioner Goble made a motion to approve the minutes. Commissioner Kraska seconded the motion. The motion carried by a vote of 5-0. 3. CONDUCT A PUBLIC HEARING AND CONSIDER RECOMMENDATION OF A ZONING CHANGE REQUEST FOR AN APPROXIMATELY 5.28-ACRE TRACT OF LAND LOCATED AT 2205 NORTH PEARSON LANE AND 2175 NORTH PEARSON LANE, GENERALLY SOUTH OF DOVE ROAD, EAST OF PEARSON LANE, AND NORTH OF ASPEN LANE. THE PROPERTY IS CURRENTLY ZONED R-5, COUNTRY RESIDENTIAL; PROPOSED ZONING IS R-2, RURAL RESIDENTIAL. Director Ruthven provided a presentation of the item and opened discussion. Mr. Bhatia, owner of the property, spoke in favor of the rezoning. Discussion ensued regarding the intent of potential buyers to tear down the current homes and replace with nicer homes, the R-2 configuration had been in effect since the 1950's, property owner's inability to sell lots under current zoning, and there will still be space for a walking/bike trail. Chairman Brittan opened the public hearing. Chairman Brittan closed the public hearing. MOTION: Commissioner Goble made a motion to recommend approval of the zoning change. Commissioner Garvin seconded the motion. The motion carried by a vote of 5-0. 4. CONDUCT A PUBLIC HEARING AND CONSIDER RECOMMENDATION OF AN AMENDMENT TO ORDINANCE 720, AMENDING THE APPROVED DEVELOPMENT PLAN FOR PLANNED DEVELOPMENT DISTRICT 1, PLANNING AREA 2 (PD1-2), AN APPROXIMATELY 85-ACRE TRACT OF LAND LOCATED NORTH OF SOLANA BOULEVARD, EAST OF DAVIS BOULEVARD, AND SOUTH OF HIGHWAY 114. Director Ruthven provided an overview of the item. Mary Petty, Petty & Associates, addressed the commission in favor of the amendment, so that the Development Plan matches the Construction Plan. Chairman Brittan opened the public hearing. P&Z Minutes 06/12/17 Page 3 of 4 No one addressed the Commission. Chairman Brittan closed the public hearing. MOTION: Commissioner Groce made a motion to recommend approval of the Amendment to Ordinance 720. Commissioner Garvin seconded the motion. The motion carried by a vote of 5-0. S. ADJOURNMENT There being no further business to come before the Commissioners, Chairman Brittan asked for a motion to adjourn. MOTION: Commissioner Groce made a motion to adjourn the meeting. Commissioner Goble seconded the motion. The motion carried by a vote of 5-0. Chairman Brittan adjourned the meeting at 6:25 p.m. APPROVED BY THE PLANNING AND ZONING COMMISSION ON AUGUST 14, 2017 ATTEST: Chairman, Tim Brittan Tanya Morris, Administrative Assistant P&Z Minutes 06/12/17 Page 4 of 4 • estlake Planning and Zoning Commission TYPE OF ACTION Regular Meeting -Action Item Monday, August 14, 2017 Topic: Conduct a public hearing and consider a recommendation regarding a site plan for an approximately 1.392-acre portion of Planned Development District 1, Planning Area 2 (PD 1-2), established though Ordinance 703 for the property generally located south of State Highway 114, east of Davis Boulevard, and north of Solana Boulevard, commonly known as Westlake Entrada. The area shown on this PD Site Plan is located northeast of the intersection of Solana Boulevard, Granada Trail, and Cortes Drive. STAFF CONTACT: Ron Ruthven, Director of Planning and Development Strategic Alignment Vision,Value,Mission Perspective Strategic Theme & Results Outcome Objective Mission: Westlake is a unique community blending preservation of our natural environment and High Quality Planning,Design& Development-We are a desirable viewscapes,while serving Citizen,Student& well planned,high-quality Preserve Desirability our residents and businesess Stakeholder community that is distinguished by &Quality of Life with superior municipal and exemplary design standards. academic services that are accessible,efficient,cost- effective,&transparent. Strategic Initiative Outside the Scope of Identified Strategic Initiatives PLANNING CASE INFORMATION Case Number: SP-06-20-17 Development: Entrada Block E PD Site Plan Applicant: Mike Beatty, Centurion American Owner: MRW Investors, LLC Developer: MRW Investors, LLC Site Location: NE Corner of Comillas and Cortes Site Area: 1.392 acres Zoning: Planned Development District 1, Planning Area 2 (PD 1-2) EXPLANATION AND SUMMARY(INCLUDING APPLICABLE ORGANIZATIONAL HISTORY) The subject PD Site Plan is generally located near the intersection of Solana Boulevard, Granada Trail, and Cortes Drive, northeast of the "First Six" residential homes that received PD Site Plan approval in April 2016 and generally north of the Block I residential that received approval in September 2016 as well (see attached site map). The Entrada "Block E Residential" area includes 14 interconnected, townhome-style single-family residences, each home totaling between 3,5 10 and 4,711 square feet. One of the main features of this particular Site Plan is that the homes will be built next to the canal. The Site Plan follows Entrada's overall design theme, which strives to capture the architecture, livability, scale, and essential visual qualities of the Spanish-Catalonian village archetype. PD Site Plan approval is required for every lot, parcel, and tract in the Entrada development. The PD Site Plan approval process gives the Planning and Zoning Commission, as well as the Town Council, the ability to approve or deny a plan based on the quantitative (development standards, densities, building sizes, etc.) and qualitative (design guidelines and architectural standards) criteria specified in the PD zoning ordinances relative to this property. PD 1-2 zoning regulations give the Developer a great deal of latitude with regard to lot layout and design and encourages the Developer to be creative and build a unique development. It also gives the Town opportunities to verify that the proposed development will reflect what was presented by the Developer during the zoning change application process and agreed to by all when the zoning (Ord. 703) and subsequent Development Plan (Ord. 720) were originally approved. ZONING/DESIGN GUIDELINE COMPLIANCE The proposed site plan complies with the Entrada zoning requirements approved by Ordinance 703. Likewise, the proposed site plan complies with the Entrada Design Guidelines approved by Ordinance 760. The Town's architectural consultant has reviewed and approved the proposed design. PARKING,ACCESS AND INFRASTRUCTURE The developer proposes to locate four guest parking spaces along Comillas Drive. The guest parking spaces will be located on two of the lots outside of the right-of-way for Comillas. Staff recommends that the guest spaces be located within a public parking easement whereby the spaces are maintained by the Entrada property owners association. The Town zoning regulations require two spaces per single-family unit. Given the relatively small size and area of the driveways, only the garage space will serve to satisfy the parking supply requirement with no additional requirements for guest parking. Given this issue and the design and density of the larger development, staff recommends the submittal of a comprehensive parking study that includes an analysis of quest parking for residential units. The developer submitted a study that only examines shared parking within the development. Street and utility infrastructure is nearing completion in this portion of the development. No building permits may be issued until a replat is approved and filed reflecting the proposed lot configuration. RECOMMENDATION Staff recommends approval of this PD Site Plan, subject to the condition that the guest spaces be located within a public parking easement whereby the spaces are maintained by the Entrada property owners association. ATTACHMENTS 1. Entrada Block E PD Site Plan Package 2. Entrada Block E Architectural Renderings TOWN OF WESTLAKE, TARRANT COUNTY4 TEXAS ci WESTLAKE ENTRADA - PD SITE PLAN PACKAGE FOR LOTS 5-7, 8X7 9-197 20X-22X 3 BLOCK E - RESIDENTIAL SHEET INDEX Ma 2017 No. Sheet Tee $ y Cl COVER SHEET C2 KEY MAP 03 SITE PLAN C4 GENERAL NOTES CS PAVING PLAN OPHY CLUB C6 PROPOSED DRAINAGE AREA MAP ' DEVELOPER: - C7 GRADING PLAN aCENTURION AMERICAN C8 WATER,STORM,DUCTBANK&SEWER PLAN 1800 VALLEY VIEW LANE,SUITE 300 C9 EROSION CONTROL PLAN FARMERS BRANCH,TEXAS 75234 114 I WESTLAKE fr SITE 1 DEVELOPER: g a The Mooreland Funds Mooreland Development 1800 VALLEY VIEW LANE,SUITE 300 a 'b FARMERS BRANCH,TEXAS 75234 BGE,Ine. TEL: 214.28.9009 3 CONTACT: MIKE BEATY ®D®vm®® VICINITY MAP Ed..,Tx 75034 1naT ro scud °s 'LAAI All mTo�z®® r o®® � S E y r y i RE Ea RNA-`F0RM'%EY WL BEB q j.JTOWN OF WESTLAKE sEAEEO,-NEE nn0 0ATE0. 3 VILLAGE CIRCLE TOWN OF WESTLAKE SUITE 202 WESTLAKE TEXAS 76262 rzxns vewe 4 TEL: 817-430-0941 _ APROVEO 3 MAy 1e.zon TITLE DATE u9 TROPHY CLUB i 114 q' BGE,Inc. WESTLAKE E. OLD ®vd®�8n ENRON TXT5030 DOD DOODIRDOODDLETELLOULTUDDO SITE bp ft41,Av&14 VICINITY MAP �\ IxoT To muFl DEVELOPER CENTURION AMERICAN Fe mers B—h,TX 7—w / � TIITTIIMTT� / l IIIIfTRI O i / N ❑ g \ J ❑ W o / �u ILL ,,� \ o ❑ O o T N� \\ eTd 0 ❑ ❑ ❑o \LRIL ❑ O \ IF Normonmi some:N.— o K o ®�0 0 O �® \\ o ®® ❑71 El Ll H ❑o \ \ \\\ o E:I�® ❑ Ll0 0 ® o E71® ❑ \\\ O \\ �\ ❑ ❑❑EEE PILMS ARE ISSUED FOR ® o Ll \\ \\\ 4 F RE D ESLEE INFOR CONSTRUCTION, E.Eo.slNEo Axo DATED. SITE I D e �y ,I,._ . .X„ .- EMS NS l \\ O I \ dJ LEGEND OBLOCK NAME —T NNNNn.�SheetNo. anuuw VAA ��� I KEY MAP 2 J L I®I$ / cs TROPHY CLUB : MmEXISTING LIGHT POLE / Fg� Ek]STNG M �Ym"' � 7F LOT 22X GG BLOCK E, RS" `s LOT WESTLAKE B LOCK 7B / / / em ' az L. dsm,TX 1BO3 �Tn s� 0000®t®Eu®Euu® WESTLAKE EN RADA—CVS INST.#D218027207 p �I \� I 114 Fl P.R T.0 T. SITE 9IFUNT ZONING:PD1-2 l \ ® LOT 5, LAND USE:RESIDENTIAL / / 4.� ,w _JI \ BLOCK E X \ cJ _J d u' \�% ROIL I LOT 8, wD,v.am I J I 1 BLOCK E VICINITY.S MAP O A� LOT 11, ° R3p' -u° LOT 7, OUS Ivor ro xuc) DEVELOPER BLOCK E C P BLOCK E U—M, z a -- CENTURION AMERICAN /LOT 21X b -° LOT BX uD%tt°ea �® g ❑Farmers Branch,TX 75234 BLOCK E .-sem BLOCK E 42,4'�uxx '�' u¢—mmL - A. s,N xT 1. �\ _T... s go' A. NL12 I LOT 9, `$ _ O(yOCI 011l� \ >K �`� EXISTING LIGHT POLE / R1p `Pa LOT 12, LIx�'�: >4 ® \ z BLOCK E / �9. RETAINixc weu �\ BLOCK E �'�\� ort \`� za' B.O'EXIST MAL EooRo=:TEDoD / CL ",o / M EASEMENTAINTENAN EL Mme. PROPOSED PER HYDRANT ❑ O Lsic> o.xmr�J- LOT 10, / / ORP SEH PROPOSED SANITARY - ® ❑ O BLOCK E IA: c "AN"11-1 ❑ / \ E• ry . tt a T O PROPOSED STORM INLET EE ❑ ❑ PROPOSED STREET LIGHT 0 MH LOT 13, �\v o--0 ❑ ❑ ❑ Exisnuc TRANSFORMEa 0 Q ® ❑ /LOT 20X \� tt J• \\�i�v y \ LS PROPOSED LANDSCAPE / BLOCK E \\v�� `% / _ �p EXISTING STREET LIGHT = O E] ❑ ❑O EXISTING Gas METER E] LOT 15, Exisnxc ELECTRIC MANHOLE ® ® ❑❑ ®8 LOT 14, / g Exisnxc SIGN D ❑❑ ^ BLOCK E BLOCK E " \ FH - ® ❑ ❑ ❑ / H / °wmr-an / / / EXISTING FIRE HYDRANT 0® ❑ ❑ ❑ I ?RS' 46/ \) [dstt-o.as /�' ® NOTES: O ❑ ® O EH, LOT 16' j 1AL EX ENIRNG AGA PLAN INFRASTRUCTURE ASSUMED AS — ❑ O ET LOT 17, BLOCK E a _L DIMENsioxS TARE TO FACE OF CURB UNLESS ❑ ❑ ❑ \ n / 2 OTHERWISE NOTED ❑ ❑E BLOCK E u / Exisnxc LOT 1 / NI- .Q al lau.e«.Iw<I..n m R,..wln m.a�.«ao,o.lm<lay aNMtt`o.M RETAINING wau / BLOCK B / / I o m.�.I«,«eo.°r smm.eLe me..Mw. `1 1�.S ARE INUED FOR j% ° 0 3\\ n 3 9 / WESTLAKE ENTRADA—CVS RE ED INST. EN RAD 7207 - Q al lane m w...m n I.x.N I m Im.m.eim m ueIN \I / P.R.T.C.T. °st...i�a e�e�me a�«Isoom�°rn�olo�mircNvgne 1.mNs SEALED.SIGNED AND DATED. FINAL FORM THETIOL BEMTO BE �`�� LOT 18, 1B ZONING:PD1-2 Dn�aE�si.awow ol�tr..nian. RELOCATED / LAND USE RESIDENTIAL TINY TExnss E.ND BLOCK E �/ - 'Q mlau re «m.e-roo.1 w.ma�L or nl n«uo.of Daw 04 oo Teuz R,e. D R a.EI.esa95.n m eIw a a u TE .eases \ LOT 19, B.a'EXIST NiEL \ - �m�...o ir w. �w o .. .m o x unv la xon BLOCK E / Eler.R,asR UNE UNE a yA5 / M 4 �Rw Ln<4 u�a In.1 u�a z 4 WwaICANTION 11 ___ Tarw wz Esmv voocnunoN an s \ \A9 Pn T axt 11. sia u'amc +e hwRs PMor+ro cansmucnon ISTtTG O c- REVISIONS 1112T ..NT x N \ EXISTING / w * RETAINING WALL \\\ \ / v.st I 5xro^u n nwt n Lot 2R1,Block 1 / u.v./L. N m Lnpn $ \ Westlake/Southlake ParAddition NO.AdditiNo.1 INST.N0. 0990 REMNREDPARN $ \ P.R.T.C.T.T.C.T. RaM ulre8 TDWNH°NES R..iO Uli INV; 20 2ea[N • TN1N R.amT.a: nC, 11171 OR nrz. Ro,ECT xU EER: \ \ v v v Sheet No. SITE PLAN DEVELOPER OWNER SURVEYOR/ENGINEER CENTURION AMERICAN MRW INVESTORS,LLC BGE,I.G. I'D LI I _ 2592 GMIII PNM1w7 Bui,N 204,Fdac°.TX]5034 -� -R�ITITTTITI l T�TITTY�TrTT TBPE Ragiatre4on N°.F-1048 D ❑❑ grnrrrnMTFTIrrrTnT �TrrtrTnMmrnm�lT o].eYE u ]a.ROY I AL 1OFES TROPHY CLUB a S � I THESE NOTES APPLY TO ALL EFEETE IN THIS PLAN SET, 1 THE APPLICABLE AID GPECIIGIIOKS,THE 1. ION ACTREauINEID ev THE LOCAL STANDARDS11 TILL STANDARDS 0II.ANTHE TOM OF A WER-F HALL -WIRINITAPPLICABLEsE�'wwAPPLY .THE EVENT U,A a ary a M uLn ry FUCr°row>r OF vhsnwKE M NAPA In. NTRI T R M THA a Pr F TH M NI Iva T rax AR TR n x TAI .. ieEQ.a ... ... g �► r 11 THE 2. 111 1ATPEI­IND TO I TOM OF W­THE TOM RESERVES THE RIGHT TO ACCEPT OR y 3 ASPIC sRoLOCATIONSINUM _OMHCNATicEIN114 PROVIDED BY L'E UTTY OWN OR AID TELD I FACE J n n a E TOWN. IFT RE PIT AU R III III RESP"SI'ITI FOR ACTUAL FIELD LOCA111 IND 3. ILA Clsrvxec0 IAEns OFF-SITE sxau BE SEEDED OR so00EC AS sxaxN ON THE c0rvswucnon PLANS.RE PROTECTION 01 E.GTNG FA. ES IN E ER SHOWN 0,HOT CON ACT.SRI LED ASSU VIE 1E.G.E,_FOR REPAIRS To E.SNG BGE Inc. uFl ES,nunES SHALL NOT BE A BASIS FOR ADDITIONAL ExPErvSE. TORS ACI InES. DIFFERENCES IN HORIZONTAL Ox VErenCAL L0CAn0N OF BOEING a. THE CONTRACTOR HALL HAVE ONE(I)APPROVED SET OF corvsmucnOx PLANS JOB RTE ouRlxc carvsmucnorv. WESTLAKE � � _UU_ 4, ANY ORE/SUBCONTRCY ACiGOR PE � THE a 1011Y THETOM F AK AT LEAST F RTr- x'(A9)HOURS PRICK TO COMMENCING CONSTRUCTOR. FTSCO,TX 75034 CAROR INGIRECIL,FROMHE OPERATIONSMITTED TO IERIS.CLOSE.FENCES,AND SLANTS ANY REMOVAL OR DAMAGE TO G IMPROVEMENTS HALL M 6. ALL PAIRD AND UTILITIES SHALL BE CONSTRUCTED AND TESTED IN ACCORDANCE IN THETOWN OF WESTLAKE SPECIFICATIONSSHALL . FIRE FIFI�®® LE REPUCED UR REPUINCLUDE BUTREO BY ME CONTRACTOR AT HIS EXPENSE AND SHALL BE APPROVED BY THE TOM OF WESTLAKE. 2. AN ENGINEERED TRENCH SAFETY PLAN IS REWIRED WHEN ME TRENCH NEPTH EXCEEDS 5 5 OTHER N'ACT APPA APPROVED IN IN ACEGUAR SITE DRAINAGE CURING ALL PHASES OF CONSTRUCTION.THE CONTRACTOR SHALL USE SILT FENCES(OR e. BASED IN 0"SEWER MASK NG AND THE INFG"A'0N PROVIDED BY THE TOWN,THE AIR AN THE CON'ACT'SHALL MAIN.THE ENGINEER AND TOWN)AS EGGIRED TO PREVENT SILT AN CDR UNDERSTANDING D SANK RY SEWER LINES COMPLY H HE WATER SITE 14 AO.IICENT AND SAN A Pv PLAINS FOR ME TOM DF wESRAKE. STAND OF THE'GROWN TO PREVENT EROSION.THE CONTRACC"PLET ONTOR IS ESPGNI BEIF PERMANENT`E FOR OBTUNING PERMITS AND BR NOTES: 9 AFPRNMALsRAIAGE F*C"`1EI AND THE BEFORE CO_BEGINS, ONS ADCnON RE GE PLANS.A COPY OF THESE RECORD PLAINS ARE URI PURCHASE A COPIES)OF THE TOWN OF NESTLAKE ENGINEERING STANDARDS,LATEST EDITION,AND FOLLOW SAID STANDARDS TO BE SUBMITTED TO THE ENGN'El UP._SECTOR OF C.._CT OR 2. 111 WATER LINES,nTTIGS,AND A C THE CONINACTOR SHALL NEI CONTRACTOR"Al UVIEWBE AND VENIFY ALL DIMENOSAR"ONI SHOWN ONCAUT IRS THE PLANS ANAVOID COND ALLACT FIELD"'READ THATAND MAYUNDAFFECT CONSTRUCTION.D POWER THE DUCTILE IRON FITTINATERGSEDITOR ALL ONLY.'VICE NECNDNS TO BE FORD CGMPRESFIGN FITTINGS.ALL BENDS TG HAYS reETIINER FI,TN�E`,ME�A_���,>°SSE pGMESTIC 1, SHOULD PSUREPAICES OCCUR THE CONTRACTOR SHALL NOTIFY THE ENGINEER TO USTaN THE ENGINEERS CLwRHnCAnON BEFORE COMMENCING WTx E(1)Hro - TWO(2)z. VICINITY MAP THE CONSTRUCTIONVILVEOPENINGAND S..BE PLACE.OR MAINS OF KOTLESS '" DIAMETER ILL FIRE RANTS ARE To BE PAINTED PER MOT ro ) DEVELOPER N. ry A ALL EXCESSx AVa N Ma IAL a r INN ARTICLE IV.SECTION R.5 OF THE TOM OF WESRUARE ENGINEERING STANDARDS AND IS OCENTURION AMERICAN ' OE CONTRACTOR SSP LL CONTROL DUST BY SPRINKING WATER,OR BY 4. nu P WN OF WESTLAIETo-ENDNERING STANDARDS. ®TINE__o E ,n N n 5. ILL WATER MAINS SHALL BE PVC Awwn-C900,CRIB,OLASS 150 UNLESS NOTED OTHERISE. Farmers Branch.TX 25234 _Mm EXIAIAI NO I UN CIA....AN`SHALL'CLU OF ALL 1AIRAL1 1"10"11RED�TU"ISA��SEEXCAEIASE�D MATERIAL AND ALL WASTE RESTIFIC TZED7AWAZSRT0MAINE=EDE TAO=M"OF-BELOW THE TOP OF CUR.OR-BEL.W FINISHED GRADE.METALLIC DETECTOR TAPE SELL BE FROM STE CLEARING AND CRUSEEN G IN ALL BE DISPOSED OF OFF SHE BY THE CORMA OR AT H N , GROUND IF ORE THAI 12,THE CONTRACTOR SRAI PROVIDE LL RY ND SURWYND FOR UPS D GRADE CMTROL NTS RELATED TO 7, FIRE RANTS LOCATED 6' AGEAAND PROTECT ALL EXISTNGAPOWER POLES,GIGN 1ANIOLLS,TELEPHONE RISERS,WATER VALVES,ETC DURING REHGroB n o•NEB GNTMECIOR R EAS°aHI�ERn❑`OM aLrMP SKIT DESmNAEID LOCATIONS.CO T FGR POLY PIG GLEANING WILL DE THE OOREi ND I I IAC1­SIR ALL BE FREE PLO..XES)%R I IS ANDTLSATRZEDA1 ORIN IELILREL�AQED IN C TO S INCH EFTS AT OR ABOVE OPTIMUM 9. ALL DOMESTIC WATER SE-CES GRAI BE 2"CLASS SOO POLYETHYLENE, NO S,RE AND MECHAN CALLY COM CTE ERCEN Atl L OR ALL PROPOSED DNG WHERE ANYBUIRELO=LDINGS P,.0 G,ALL LL HAVE aI LL BEE AT SHALLWBE AT OR ABOVE OPTIMUMMOI 10.CGREPORATOR STOPS GILL FULL N A K LL.C-ACTED TO ❑ o TO 90 eAEjUSTMESTS D s: LIn COMPANIES FGR ANY REQUIRED pTILIn AB STOPS ~GILL BE TESTED FOR FULL GW RIDTDAEN `SYSTEM IS aN0LOCATEDR6 SERENE HE DGE ❑ o METER BOWS SHALL BE FURNISHED BY THE GRADING AND ER-ON CONTROL PLANS FOR THE PROJECT SHALL BE INSTALLED PRIOR TO THE START 13.Wn MAIN LOCATED ❑ ® ❑ o OF N R IN A N'T THE PR T. ❑ ❑ a. AN PPre T T Y,N N IN R Iry ,H T WN F .S SPECIFICATIONS FOR THE PROJEG.RANGES METER"'S SHALL BE AID TG FINIH GRADE AFTER PAVN'CONTRACTOR CGMPLLTES THE BACKFILL OF CURB. �❑ ❑ ❑ o oN Do DEVICES s TO Eoi+eA�c oEsaaa aROANEE w D THE AOPRoo OwcsTis EN° T w re x NTR ' INHEc'ore. ING POINT z ABOVE EXISTING cftnoE AN END IN A 1 CURB STOP.SAMPLING POINTS WLL BE DETERMINED BY THE CONSTRUCnon OVERALL LEGEND ❑ ❑ ❑❑ PLAIN WILL BEaE.Eo TOLBE REVISED ND I OR noonlDNIN A GEREROS N ON AND oev4ias5vnu eE REauIREo oNTMSITeROJEc E E Oso SEG oL ,6.PIPE SHALL BE TESTED AT 150 Ps FCR FOUR(4)HOU15. E] I - n n - Hi(46)HO n n EPTnBLE DURING ME PRESSURE TEST. �-♦ PROPOSED FIRE HYDRINI n ❑ ER 01 THE PROGECT GTE AND THEREFORE SHALL COMPLY IN ® ❑ ❑ ®K NERTOWN OF ASS RAL HE ION CONTROL REQUIREMENTS.THESE AREAS HALL BE STABILIZED IN PERMANENT GROUND COVER 11101 TO FINAL te. w HIry Ary HL Inn ry HALL INA N x u Iry R. S�H PROPOSED SANITARY j ❑❑ ❑ ❑ 19.ALL TAPS ON EXIGTNG MAINS SHALL BE WET TAPS.10 GE-ON-SIZE TAPS ALLOWEO. MANHOLE ®K❑ ❑ CABLE FECIRAI,SITE ANN LOCAL LAWS GOVISHII EXCAVATION. FINE U.N­IHAIF ISCIDE"U`ETA1'.`DFPAA..SRAHDAL�EA.F'�EA�'ONS'LFOAR"�ENN SAFERY E­G NAT COMPLY IN APPUGABUE 1.GOVERNING EXCAVATCH. THESE PLANS -E­lN IALWI ALL E OPERATED By CITY IENSO.NEL } LY ONCE THE NEW WATER LINE IS ACTIVATED AND PASSES BACTEmOLOCCAL TESTING D PROPOSED STORM INLET K ®® ❑ ❑ PreIOre TO COMMENCING wgEK THE CONmACTOre SHALL BE SOLELY reEHONSIBLE FOR GILL ASPECTSTE OF WORK RELATED TO THE vaLVES MAY BE OPERATED BY CItt PERSONNEL ONLY. o-b PROPOSED STREET LIGHT ❑❑ ® ❑ El a EXCAVATION. ® E%ISTNG TRANSFORMER ® ❑® ❑ ❑ ❑ 21, CONTRACTOR SHALL COORDINATE GFERA101 OF ALL EISTIG VALVES IN ❑ ❑ o NIL x H Eiv Du IN ALL HA ry U THE TOWN OF WESRAKE.THE CONTRACTOR SHALL BE SOLELY 1, CONTRICTOR L PURCHASE A COPY°F THE TOWN OF WESILAKE ENGINEERING STINDARDS LATEST EDITION AND FOLLOW SAID STANDARDS DURING O-0 EXISTING STREET LIGHT ® ❑® ❑ ❑ CONSTRUCTION n GIN ILL UFS IN 1 ALL DIMENRGNR SHOWN INLLUDING THE HORI-TALL AND VERnDL LNCATI NF CRATE INLLTs2. ILL SANITIRI SEWER LINES FlTnrvps AND APPURTEIINCES SHALL BE IN ACCORDANCE WTH THE TOWN GR WEsnAKE ENQEERING ST-DARDS © ❑ ❑ ® o DCL THE CONTRACTOR IN ALLFR All 11111INATE Exlsnrvc Cas METER o ❑ ❑ THE TowN of.S'IAE SHALLINSPECT O'Rueuc APFR vALS NTS. PURErvaxces xcccssARr FOR COMPLETE wsiALunNN of THE STORM SEWER. 3. THE saNITIAv SEWER SERVICE NNE SHALL BE EXTENDED a MINIMUM OF s FEET PAST THE PROPERTY NNE. LO Exlsnrvc TRIC MANHOLE o E] ❑ o EXISTING SIELGNEC ❑ ❑ PIC AID SHALL BE PLUDGED ND PRESSURE I SERICE LINES SHALL BE FDIRECTLY T THETOWN,CONSTRUCTION TAKIN T PROVIDED Y THE TRA T R, N TH RW AGREED T r THEWTI R.24,THE CCRTRACTOR BID'RICE SHALL INCLUDE ALL INSPECTION FEES,AS AN ALTERNATE.THE OMER RESERVES THE RIGHT TO PAY THE INSPECTION 5, GERVICE LINES ARE TO BELOCATEDAT THE DOWN EaOF THE LOT. STIED IN THE MAIN LINE FH* EXISTING FIRE HYDRANT LA HE LE_UIALONTS, NENERENTAF.S IN THE BERFORSKAN OF THE NINI.ME SEAL OF HEREON GOES NIALETY OF THE OT EXTEND TO ANY SUCH SARtt E THE'OR R PIP H A MINIM M 4 w FURSHED RA RE ED FOR CONSTRUCTION E SYSTEM T MAY NOW OR EAFTER IN NESE AINS. I THE OCINTRAGIOR IS RED TO ULL A MANDREL THROUGH A26.SEEDING SHALL BE BROADCAST RSEEDING BE ACCORDANCE°WH NCTCOGL SPECIFICATIONS .10 SEEDING. 8. A TV INSPECTION CF THE ISANITARY PSEWER LINES Is REQUIRED WEER PIPE. SEALED.SIGNED AND DATE. T.F Rn R HA INA RAN 'NTH NCiSPECIFICATIONSM .I1 Rn 9THE 5EWER PIPE ILL BE IN ACCORDANCE VBH TNRCC LOIN PIE55URE AIR IES'(SECTOR 31].2(a)(4)NP).REFER TO MANHOLE y .INA R, i BANK WILL HA i TAP INSTALLED BETWEEN EMBEDMENT AN NAT- A IFI ,0.ENGLETINEERED SEA I FOR ADDITIONAL TESFIGUREOUE EM05TS.ACC AN COLLECTORS. 1Fxnss ER �ASIE, ANDPALUTILTIESAFFECTEDODNETRUCTONSEONNING PRIORSNG IS REQUIRED WHEN CR SING STREETS LARGER M 3 a< ACTOR SHALL CON'ACi ANp COORDINATE IN ALL AFFECTED UNLLIES 16 HOURS PRIOR 10 CGNSTRUCION. LIC LESS ll NO SERICESALLOWED ON AN T TA K. SjnS 1111 NGRea co ro UP LICE,c WATER VALWE AND NER SURFACE APPURTENANCES AS ' DURING E D'%C ucnoN. THE EIISING SEWER SYSTEM By PLUGGING LIE IT CO­THE CGNTRACIOR ILL BE BILLED FOR THE DISCHARGE TF MAY I.zo1T -��� TAGENCIES AND PRIVS)N CONSTRUCTION CONTRACT FEES FOR PERMITS.eONNecnons,INHEenorvs.Erc. THESE AOJusTMENTs sxnLL BE consICEREID NG DER To ; TRACTOR SHALL PLACE APPROPRIATE LOCATION MARKS ON THE CURBS PER THE TOM CF WESTLAKE ENGINEERING STANOARD5,LATEST HGAIRTKIN 31,FILE CONTRACTOR SHALL PROTECT EASTING PROPERTY M.NUMENTATON AND PRIMARY CONTROL. ANY ELCH POINTS WHICH FIRE CONTRACTOR BTHE PEWECT Y A HALLLAW A u H A HI x ry TME CONTRACTOR PRIGN To CONSmucnGN. ANY MGHUIEN'Anox _ LESS AND SON-26 IF ORM TO THE NOTES SID-I ON THIS PRAING AND TO THE DEPTH o�F UNEFS GREATEN THANA VII. 10. EMBED SEER PIPE IN accaxCANCE vnTH LOCAL MuwaFAUTr°ESI DARDS. Y HE SENIOR IARRIIADINI AN' PCONFORM TOGS TRAFFICOUR ING"SSH ALLTHE ' SEWER INDLL AS BE ENcasESHALL O IN CBE L'A D Up. MHI TD IF STAR UTECLLIR DISTANCE).INH swIRATON carvrvOT BE MANruNEO.SANITARY ae HcuRs PRIOR To c°xsmucnon MAINTAINED DURING ALL PHASES OF THE CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING TRAFFIC SAFETY MEASURES FOR WORN PRE(MIN SDA 26).E OR OLEC, a vR a N ETRIC AND TOPOGRAPHIC MAPPING TAKEN FROM DATA PROVIDED BY G&A CONSULTANTS CONFIRMED BY BROWN AND DAY ENGINEERS INLULL AND INLETS To HAVE STONE cLACDINc STORM DRAIN NOTES: EVSIorvs aION NAT THE BEAT PROPERTYOR EMSTINA­EN FSWERE IN PPOP TOTHE DAMAGE FTHIS REGT.A_NG.SHALLSN_ 1,C.NCNO I u IrvL THE OVAI MOREOVER. SGI1NicIAALL HOT BE REPLACING FOR ADDITIONAL COMPENSATOR I.FENCES REPLACING TREES,ETC. HE CONTRACTOR. RESTORATION TEs n L U..INR SHALL'INFORM TO THE NCTCNG STANDARD SISOFICAMNS FOR Pueuc MR. $ SHALL INCwDE,a NOT RE JMITEo TO,RENRAs 3 35.IT SHALL BE THE RESPONSBIun OF THE CONTRACTOR To. a. CONTRICTOR SHALL MAINTAIN DRAIINICE AT ILL TIMES DURING Coxswucnaa.POaDING OF WATER WLL NOT BE ALLOWED. tt NWRE POLLS,FENCES,HRUSS,ETC. GH p HISIE HALL BE'ERHYLHcs(NIOPRE eaowEDSCPNp EE PRE(RCP)I-ND ABOVE IN DIAMETER AND SDR-35 FOLYVNYL CHLORDE(Pvc>PIPE OR 'CE TO DUE, CONSMFER OTE D. PIR CT NOTIFY ALL umrrr NDERcoMSAwcs AND ERIFr INSERTION of ALL umrEs Prelare To START OF corvsmucnpN. CONTRACTOR HALL MAINAIN UTILITY V A ALL nM DURING N u N. ' N211 11 IN R IN A GRADING NOTES: HE MACIAN MT TH A M NI IPA In TAx AR ARHWGRK OR BASE CONSTRUCTION ns AEOUIRED OR as DIRECTED BY THE 3 32.THE CONTRACTOR Is NESPONSINLL FOR KEEPING SOFWILKS`AD.CENT TO THE PRacCT FRE OF MUD AND DEBRIS FROM TINE CONSTRUCTION. DATE I NOT A PA WORK HALL BE CONTRACTOR Usxa I RBETAETH NTEaCT FORANDIERHA aLL cooed NanPNRAEPEcnon.lANID TEsnnc as REQUIRED BY THE avmER rvo/oR THE Local TEOPI AREA UNLESS INSTRUCID DIFFERENRY BY OWNER ON ENGINEER,THIS 'PONME ABOW OPTIMUM To+G PERCENTAGE POINTS ABOVE orn1U1+2 To+6. vreorECT xLNeER. SS.THE MUNIC P ' CONTRACTOR SHALL BE AESPorvveLE FOINT RE'R COORDINATIONSPEcno D TESTI DRIVE,cues, OTTER AND OTHER RISING Sheet No. E 40.ALL WORK IN THE Dln RIGHT-OF-WAY,PROPERTY AND EASEMENTS HALL BE CONSIDERED PUBLI ALL OTHER WORK SHALL BE CONSIDERED PRIVATE. FEATURESMUNICIPAY. CIAL AND .INAL n'EQ IREo BY EGOWNER arvID/oR E LOG GENERAL NOTES �$ 5 AND GFEBRDUA N n ALLBGRADE H�LGBE PREPAREDINN ACCORDANCE Nn.THEAGEOTECHNIG I REPORT NO.15,53 sOA3 PREPARED ED BY EDW, ❑❑ TROPHY CLUB ✓; 14 Iia / / sr s..as sro RY BGE,Inc. / WESTLAKE y o11>m® '3• ,rlsm.TX n�nmmmTiTn REMOVE" LF EXISTING CURB _ / INSTALL LONGIIDOwAL BUTT ANT — 0 DD®t®® SITE 114 REMOVE 116 LF ExISTNG CURB — LOT 22X 'w I VICINfTY MAP INSTALL LONGITUDINAL BUTT JOINT -BLOCK E `L S 1 (noT To Nus) DEVELOPER CENTURION AMERICAN Farmers Bench,TX 75234 ' LOT 5, I —t r I I b BLOCK E �-y ❑ REMOVE 69 LF EX SDNG CURB cxuaW / A .i LOT 6, '4' ❑ o INSTALL LoxcITUDINAL BUTT Jowl / t• _� BLOCK E ❑ LOT 11—lAl , Rsu ® o ID,z, /G� BLOCK E so" LOT 7, -e�e�a J 0 ❑ LOT BX BLOCK E �®® sC..c.1-2. j D ❑ ❑❑ ❑o REMOVE 69 LF ExISTNG CURB n z rraz zc n LOT 21X BLOCK E ❑ ❑ Ins ALL LONGITUDINAL BUTT ANT /p BLOCK E sal 'MIA"m LOT 9r r,N E ❑ "1nNG CUR r, / ,.d LOT 12. ^t'�V ��' ,BLOCK E q ®® ❑ ❑❑ REMOVE 36 DI AL BUTT CURB / / `V BLOCK E v`,/ ` L ❑ ®8 INSTALL LgIGINDINAL BUTT JOINT �/ 3' J" ❑ ❑ o❑ / /�/ i D® ❑ ❑ Loi 10,/ �•� 0 Q ❑❑ BLOCK E ❑ ❑ / �� Vis 'z s ❑ o R REMOK 24 LF CURB a INSTALL LONGITUDINAL AL BUTT BUTT JOINTISSUE' UP 111E ILA.1.1 All F LOT 13, "\ UP OF 111LIM NARI srn o.rzrz aoo > > BLOCK E �� ///\�� / REFOGCOARETNOCTION7ED / SEALED. LT BE FIAT SIGNED AND DATED. s VV LOT 15, LOT 16, \ S" BLOCK E BLOCK E / TCXASEs ERwc LOT 2OX ' � / / ' NOTES w Mnv Is.mn . ALL WESTLAKE ENTRADA INFRASTRUCTURE ASSUMED AS s BLOCK E as,` R22.; LOT / / 2.ALL DIMENSIONS ISRELTO FACE OF CURB UNLESS / BLOCK E / oTNERWISE NOTeS LOT m.�a u. m mmla.�m<apPmummaY `° BLOCK E .am..M o m.m1n.m9o�of sma.a Rlra.me ara M,a. Y CAUTION s �> EI`"'fifimsfia ae I`wAs PMon To c UCTION N,, of u6 m me Neat wrn I1 meelm.1 me awmwal o/Ircrzm Mgr Pae on EVISIONS a / uNn aI�PoMt B.Egme Me 111 ryn,imolelY Je xtlxeM of me yLOT 16, / I reu eIp ae'mJm.al�m®.IOPoIa-rro NO.aumw m m1.,.a m DVM, BLOCK E / s \ J UMz- al M .' W. .N�&„�Mo of DaM,R'a. BIN 6� LOT 19, ew.br9.66 BLOCK E A.• PAMEMENT L \ / (SEE GEOTECHNICAL REPORT) 3 / ANDC55AS '3.600 PSI CONCRETE W/#3 BARS ON 18"O.C.EX ON 6"OF $ �O / / JP/ LIME/CEMENT TREATED STABILIZED SAVERADE.SEE ARCH,PLANS FOR SheetNo. \ ��� / / /0�/ PAVERS TMF AND—ATION FM PaviNc PLAN PROPOSED SIDEWALK 4"3,500 PSI CONC. PAVEMENT W/y3 BARS®24"O.CE.W.OR APPROVED PAVER EQUIVALENT.SEE LANDSCAPE PLANS FOR SIDE—DETAILS / /: Ll Ll I OPHv CLUB 8 114 \ i WESTLAXE ®ammsaws.c RmrmmT�mnrlsm.TX nSO34 64 nnRiimmrn "E SITE „4 ��� /Q5'E �� A v v - v /�► 1 TO LOT 22X\ E.DZA VICINfTV MAP xo\ \ BLOCK E \ �) 1 MOT To xau) DEVELOPER CENTURION AMERICAN FO.mera BraOON TX 75234 FFEEDNDN O:aRRMQ A / – , 1 e LOT 5, r.�. nl I a. A2 BLOCK E 1 1.10 1z.oEox.Eo j I E]_J LOT 6, Fn»xuo �� �4� ❑ ❑ LOT 11, / –J LOT 71 BLOCK E BLOCK E / / BLOCK E D as------ LJ E] o ifFlSF.2a / 0 E] ❑ / LOT 21X /�� / / LOT FFFw2F.00 ® E] ❑ ❑❑ / BLOCK E / / BLOCK E I ❑ ® Ello /5� j BLOCK LOT 9,E L]/ r:E.n2a Al /i — si3 0 0 LOT 12, T L]/ / / BLOCK E FFEA2&7•. 0.30 3.3 /i/ // __— \ =_ – ❑❑ ®❑ BSI L] LOT 10, FF o %/////////// j j —s,o __ _°e =\_``__o_ o EE BLOCK ❑s�� �� \ ❑ / /� moo F/�- 6 // / vv BLyocK I AT e vv/'m"�//� /ii i// ////� —__-_�_ ❑ o 3 BLOCKOE F / ti / e.eza.Fi JI v / // // /// ///// ti A RECONRETNOEo FRE980 F C\ SEG / // / // /// ////// ////////// / a — SEALED SIGNED AND DATED, /S5 • � NOTES: ALL 15, LOT 14, EXISTNG FORTHIS/j/ ///////////j/// / �j �// / / EPLAN SE ENTRADA INFRASTRUCTURE ASSUMED AS s �_ vFE.anaa Fre BLOCK E BLOCK E �� / / /j / // //// /////// TO \ / ,Exns vewe FF_ 71 iFE.FxY00�/ / //%/ // / / /%/� / BMi- 'P at�mnaeml I ue intext n oaf solmatla ra.ma oow @Wpy 5 BLOCK e Fm.� LOT 17. / _– BLOCK E / / // j j //// /j � e F�n i FFIG43 6 // // // // //// %�® / // \ lea 86i"0] R E 55856 p'y ooCAUTION iItif MY« s ` _EE ifes TB - D a H.1S IF.To m 5 o ��m o oa.. F �«�sTF°°Don \I EVISIONETAc `i \ WFTAOOSa / Lor fe, / / /i 9' /iiii/ / / 7 / / / / / / / / DATS -11T. ` _ BLOCK /i / MOOED aF / FLOT 19, j�� // / — EXISTING EcoNrouR LINE AREA BOUND ANY BLOCKE // //�/ //s // / / // / RA.El /�� / .m PROPOSED coNICUR LINE / ——— / PRoaoseD sarvrtARr sEwER / //�///// ///// / / // I // / ❑❑ ^DRAINAGE AREA NUMBER // Ro..T nUEER: -tR RUNOFF w C.F.s. //%/ /� 612 f i / / /_// / // DRAINAGE AREA IN ACRES PSheetNNo. //// PROPOSED \E• \ C //// <A F DRAINAGE FLOW DIRECTON M T XUB o TORN DRAIN INLET DRAINAGE AREA Pel I_U Pel 1—X Iffel MAP TROPHY CLUB 8 114 IMESTLAKEo11�®amm�E�s.c �m RmrtnmT�mrlsm � .TX nnnnrnmmn 34 Doo.®n® SITE \ \ LOT 22X 'fFE:FaAn VICINITY MAP \ \ \\ \ BLOCK E \ ) 1 MCT To ) DEVELOPER CENTURION AMERICAN 1 / / Farmers Branch.TX 75234 �.Vy FFEA2A1] 1 OCC M�._I � � LOT 9, O. E D BLOCK E 1 �FFEda9 ❑ \ �•� / / Ax/ / � I / LOT 6, Fndsa.o w X ❑ o LOT 11, / -j LOT 7, BLOCK E _ ® ❑ o J /G BLOCK E / / BLOCK E .--- E:10 E:1ffEd20.2E / scut, xo ❑ O / LOT 21X /�� / / i LOT 8X FFEd— aa� ❑ ❑o / BLOCK E / / BLOCK E 0 ❑ ® x o � ®o `U / j LOT 9, /�-srs-_❑❑ 0 ❑ ❑ o FF EFIRN s x BLOCK E / / i ij-_E-�+3 0 E:1 ❑❑ LOT 12, T FFE M&! / / F // ^_❑ _�_�_ Elf BLOCK o® ❑ E / ) // x FFF;me e / // /i i/`G __ �'-- �® 0 0 o e ( / / LOT 10, FF o �/ / - // / �-_ore-__ _ _ 0 E:]/ I / / / BLOCK E / / //-/ ///j'/i%j-�a - E:1 �� P_un / / // LOT 13. x// /- //-j-//j/-///� -/ i -bis�� ❑ o $ / ndn.00 F/�� / BLOCK /-////- / /- / //� - -SE'LI'S ARE ISSUED ION BLOCK F / .Rli n .Fi, aoo x / -- /-i//j // /� ///////� a� Re eD ED / FFE z // -/� iii /-/ i /� sDALED.SIGNEDMT AND 1L BE /' -i -/ V L aa.00 �� LOT 15. LOT 16, // / // -/// // // -/ // / / xcs \ vFedxFaa rFE / BLOCK E - BLOCK E �/ /- /-//// ///-// /-////// / \ / ,exns ERwa FFEdatII6 /FFE.FEY.Oa-- / //-/ -/-//%/ //-/ -/-//-/ - / NOTE: MIY IS.son .eaBes // 1. ALL WEETLANE ENTRADA INFRASTRUCTURE ASSUMED AS LOT 16, /�� / -j / -j /j / /j // / / EX IS FOR THIS PUN ET. BLOCK E // / / -/ / -/ /j / / -/ // / / 2. ALL SPOTS TOP OF PAVEMENT UNLESS OTHERWISE NOTED. / LOT 17. / / / a < BLOCK BL a mpopm�mmar roocaunoN�n N I`was IF.To c EFEUCTI FF_. of euN n tM1e wen tum Im FFF oa - // Vii/ -/-i // % -i -j /--j / \ iia»mme el,m.maN.r„a wr.mel�r .m ei ne EV RE eFFEda1.a6 mutM1drv,emnu of n menim�ee emn.n,o,tmNn m9nd pde m PO LOT 18, / // / / / /`� / / / / / - / // -i reB,- .p o Me,m,M1�, ,�m,�m L­ BLOC BLOCK E. /// / / / / // / // / / �Tb Ell me o.�1 eP-GGaw 700 3 \ ` FLOT 19, // // -/// i /moin a,suan„elm s ,lm,. I m:e elyd me Bull I IN, BLOCK E / /// /---/// % / / i ////-// // / / Ir,sT s BAIN.1 mD00D PROPOSED FIRE HYDRANT / /// // / / I - S�H � PROPOSED SANITARY MANHOILE / 0 PROPOSED STORM INLET Sheet eT ND sem sso-- ERISTINOR NE GRADING PLAN CONT LI PROPOSED CONTOUR LINE _ ❑❑ TROPHY CLUB CONNECT TO EXIST 1"WATER � • SERI4CE SNB A WEz RELOCATE NEI£R AS NECESSARY N=]0149433650114q' E-23]36]9.]02f CONN Cr m Ensr a"sANirARr (�.z5 Z% a BGE,Inc. SERNCE SNB_CLEANOUT WESTLAKE • y o12>m®ammSiEDmS,c RLYOCAI£IXEANWT AS NECESSARY '�3•X Ed—TX 15034 N=1044934.411 cON cr N EXrST a"sAN/TARY SITE 14 SERNCE STUB MTy CLEANOUT / ITTUTENNEET RELOCATE CLEANOUT As NECESSARY 9 N=1044905]02 CONNECVT TOF EX/ST COIJNECT r0—11"WAI£R] W W flO'° SEFNCE STUB Wiry MEI£R / / s 1 CONNECT TO EXIST RELOCATE ME)FR AS NECESSARY 4 DUCT BANK SIU E=2044869.]182 `"`' ca4rvccr TB Exrsr 1 wa rr oNNEcr ro Exrsr Je ' I VICINITY MAP SERNCE SNB MIN METER E\` I (NOT To SX—) DEVELOPER RELOCATE METER S NECESSARY \ \ N=JoaaJaa.62Bo a\ e CENTURION AMERICAN \ —T 0 EX/ST 4'SAN/TAFY X50 ��, EXISPNG IFRIGATIGN METER a Farmers B2ncH.TX 75234 SERNCE SNB_CLEANOUT a \ \�\ J"' UCT BANK SNB 0LL MOIL I RELOCATE LXE—T AS NECESSARY - C0.VNECT TO EXIST 1"WR TER N=]044]36.514 � DICING' CONNECT RJ EX/ST ]��- SERNCE RELOCATE MEItF A ECESS9RY =]064680.9600 ({\�\ _ CO,VNECT TO E ST J"WAJ£R O A1'y1� E=13]J190 B8J1 \ T A LOT 8, LOC 5, sc NCE SNB NlrA —lY CONNECT N EX/ST 4"SANITARYNEL1044914.96G10 AS NECESSARY sERNCE srue MrN'rANour e�e , I + BLOCK E BLOCK E - RELOCArE CLEANOUT Al NECESSARY / ( \ CONNECT TO EXIST 4"SANITARY N=10446]S.TOS __ C<�ANOUTGAAS ASC AFY ❑ O E=23]3800.950] p -T N=1044859.9214 'x' ❑ Q p❑ p ( E=23]3]09.J9]9 CONNECT r0—r 1 WAI£R B"sAN/TARY sNB , -J L T 7' /NSTALL: ® ❑ ❑p sEaNCE slue TN METEa / LOT 8, BL O E IJ ElFELOCAAF METER AS NECESSARY N X/ \ 25 LF 6"PYC e ❑ N=o4asB9.Jz]r B"LAA NB SBLOCK E N=o44es239e4 ma - ❑ ❑ E-23]JB46 iJ03 /NSTALL! WATER o � 7 0 ❑ ❑ D CONNECT N EMSr 4"SANITARY SERNCE MIN METER ♦/e CONNECT TO—1 1"WATER 7 0 ® X O OCA rE NCLEAAO TASS NECESSAF / <'^ /e� \ RELOCA2 METER AS NEC£SSAFY ® ❑ ®d. RE[ "\\ \ <'/ N=)0448159946 D E=13]J8522>4 ss O E:] El ❑ ...... o NEcr r0 e rsr 1'wATra / LO7 9, \ Y LOC 10' ONNEcr R Exrsr a'sANrrAFY ❑ ^< �tc4- /e \ .BLOCK E aOG T£acAry r"a 11 � ®® ❑ ❑❑ sc NCE slue MGy NETTaBo9263B �= ® ❑ ®E RELOCATE E]® ❑ ❑ ❑O �e / v INSTALL 1 WATER ya pG'%'JO; 0® ❑ ❑ 'i X/ W T BANK SNB / SERNC£MIN MER'R ?P�\pf'� fY 0 0 ❑ ®O DUCT BANK SNB N ¢ ® } �\ /e LOT 11, /NSTALL 4"SAN/TARY O� 101ALL W£SRANE ENTRADA INFRASTRUCTURE ASSUMED AS - ❑ BLOCK E N r , ALL TNG FOR THIS PLAN SET ❑ ❑ ❑ C ONNECT TO_T ✓ ' 2. ALL METER BOXES IN PAVEMENT MUST BE TRAFFIC RATED. ❑ FURN/SY/ANO/NSTALL NAND ❑ ^ \' y� \ LOT 1E, \ yIXE W OWBLE SERNCE ,LOCK E /NSTLL r WATER \ aNl- 'Er o,t rm�e m rw°(euro m u�^mm mee�gym^ap m,ImmNr Y / \\v /NSTALL 4"SAN/TARY SE NCE MIH ME 91 1881 mutnml°IAe Ftesmtl°n°I 5°Im°Elve me°w MW. RE ED c J SERNCE MIN CLEANOUT /NSTLLF4'SAN/TARY EM..ScGNe3 / INSTALL> W I£R ULEA— KNT 'p pit lane m t °i eme n ue.est��m Ime meeim°�ue / / SERNCE MIH METER / (n ( R M SEALED,SIGNED AND DATED. f; CONNECT TO EX/sT 4-SAN/TARY LO 13, S,Y?ARY SERNCE EV.Tss ° 1eFINAL FOL'SS'ETINUL BE m zw.w°m g p e m MS CLEAN(#/r SERNCE SNB MTy CLEANOUAS NECESSAT RY BLE lypyAj N1R/CLEANOUT / TE%As MING RELOCATE OC ^\^ N=10,4540.2191 X AVS ALL 1'WATER - LOT 1a o K°a°En"tea TqD (mtnm(°e e. >E M.Y A R > cwvrvEcr a-ST J'ware BLOCK E - .p at M m�eim°^e m mm^mnm m Do„s 81'm � r SERNC£SNB MIH METER INSTALL 4'SANITRY Fkv.8]9.58 s 4 / RELOCA>F METER As NECESSARY SIR—MN CLEANOUT m CAJflO A ry=]oa452�26/2 LOT 15, \� / .o D 11 6 E \ BLOCK E r im \9 DUCT BANK SNB• LOT 15, / \ / F1 PROPOSED FIRE HYDRANT mty°°CAUTIONe BLOCK E s \ \\ PRae I`wg5 pMon ro cwsmucnon E%]STING IRPoGAngI ME1ER O,VNECT WWE "SANITARY \ S:MH OPOSED SANITARY RNCE CLEANOUT MANHOLE y CO 1 TO—1 1"WAGER Sl­CLEANOUT AS NECESSARY / 0 PROPOSED STORM INLET REVISIONS e =]044519.00]9 I / \ ' RELOCATE ME7FR AS NECESSARY _ N=10445066!10 1 �C'r+- PROPOSED FIRE DEPARTMENT CHECK E=23]390].24]4 ] / © PROPOSED DUCT BANK PULL BIDS PROPOSED WATER UNE sLOT 18, BLOCK E / �i� PROPOSED SANITARY SEWER \ BLOCK E / �I" —e— // PROPOSED SINGLE CONDUIT DUCT BANK CONNECT TO EXIST 4"SAlTARY / -- PROPOSED STORM SEWER e SER CE SNB MIH CLEANOUT ELOC T£CLEANOUT AS NECESSAF / / _ ' � F=10444983]81 \ —TALL: All o.E gCT xuaq: ® JJ LF 6"P✓C 2-6"45'BENDS / e � \ N=]oa4a9Jz129 1 Sheet No. E=13]39116504 RESIDIN AL RADI - M MS , WATER, STORM, / \ / DUCTBAN & � SEWER PLL AN ❑❑ "OPHv CLUB 114 ,ewe xem u.sr�w",.x,a WESTLAKE Y oFLT ®am�TUE�s.F Frlsm,T(75034 xa� 6,e".,... SITE ,,. ILLU— nR ,� SILT FENCE STONE OVERFLOW STRUCTURE ' LOT 22X '�\ VICINITY MAP /BLOCK E ) 1 MOT To SPAUP) DEVELOPER I CENTURION AMERICAN Farmers Br -1 TX E5234 M_I I_ T. / LOT s, r� N4aORELAND BLOCK E I � _ E:15 LOT 6. ❑ o _> B ❑ LOT 11, LOT 7, LOCK E ® o BLOCK E BLOCK E LJ E:1 /LOT 21X E:1 ❑ o BLOCK E i LOT 8X 0 ❑ ❑ o BLOCK ENOTE qq INSTALL STABILIZE O (' \ ' 1 ALL A­ENTRAOA INFRASTRUCTURE ASSUMED AS A EXISTING FOR THIS PLAN SET ❑ ❑ CpJ ENTRAIOE �.^� J LOT 9, s's = o o ❑ o \ \>,�' BLOCK E / OWINS STRUCTURE D�sc�60�6'm�N d lh` m m..oxm m O eq.e°o°�a4Rl ��0 � ❑❑ LOT 12 ^\'^\ �� srz w. "m m,xuex ar saxxx el.a m ew eIm q ®® ❑ / / \ BLOCKl jr 6e—.,ew0. N1."1 . � El z- E:I® L-1E:108 / v 6p9D 608 Elev.68).9] o,�Iw.Mim. wuMve.t of trolii 5pole on 0® ❑ ❑ £ LOT 10 s,z 0 ❑ E, / ® \ BLOCK E Ell- T It 11 m.a�e"«.�erorm_,00 Im� N m�",.a«eax f Da.r — � ❑ ® o / arz M.a "m»Re e D 66696 ❑ ❑ LOT 13, s s srs EIG- .1 a,m m.a�"e..m m.,..uoe or aeM.Mb.a"a 3aI way. E:1e a / oRv vv��BLOCK E Dom.6r9se / 1111 ILA.N.1 All R'I'L'I"NARN LOT 20X �\ \\ �> /� \ mool]D RE ED a / BLOCK E / \ ti _ _— > / ExlsTlrvc corvrouR LINE FINAL F.R.TNII IL ED PROPOSED CONTOUR LINE SEALED,SIGNED AND DATED. / \ LOT 15, LOT 16, SILT FENCE BLOCK E BLOCK E / \ \�/ C i STORM INLET PROTECTION ,Exnss �vtlnc 1ASZN MA FURNISH_&_J_NS-TA­LL: / STABILIZED CONSTRUCTION ENTRANCE rz MAv r9 zDr, s LOT 18, SILT FENCING "♦ 999 DRAINAGE FLOW DIRECTION BLOCK E / / // O STORM DRAIN INLET _LOT 17, � BLOCK E INSTALL STONE / amx • \�� OVERFLOW STRUCTURE / CAUTION an s ` \ j y as hwas FMoa To cwswucnox r LENGTn PLUS�-113 SFAL Ex �Ax GSy EVISIDNDAE LOT 18, INSTALL STORM wLEr BLOCK E 4T S \ PROTECTION . \ LOT 19. / nrnwrR raa.,aw �� BLOCK E / 9/:/ ——PROFILE —1 \ ms °--—AS, rv`"D°m` SIDE VIEW END VIEW R CT xu am AT I naE,.w F x IraoEE.aT.aas Ta.Axa m„Ex. :IRna,. Sheet No. \ L^ T nl .rN. �.I ADVANTAGES:r� EROSIOPLANN ONTROL OL \ 1—_ PLAN VIEW o$c"."x aeou�sA.°o„oM I FIT sT-1a /\ .e \ \\ INSTALLING A FILTER FABRIC SILT FENCE STABILIZED CONSTRUCTION ENTRANCE HEAVY DUTY CURB INLET PROTECTOR ❑❑ SHEETINDEX Mh as ass -U) z �€ C7 O u') m COM C IF ------------ MECHANICAL NOTES C) O " TO AND ARGRIGFORAPPRONAL. 7] DE REQUIREMRRS All 5NBYw FUGCTOS PONNEL f'l MECHANICAL SYMBOLS n �w GCs ti -Hem GENERAL NOTES D 01 SITE PLAN 2. ALL. —GOMOLYwI.NEwTRADADER �nwZONING RGUDILRg,wESNAILEORDYNANa,RG). SCALE:1"=300'-0" T. wTxE vrexrorAcoxrucr avwvN ENTRADA OFSwry wmEuxes(wrs'ruxE OROTx>Hce nG)rHo nrvv OeTTnis wxruxEO Hmvx,FAR—G F.Dx GDOD.N50vcsrn ORIUNAxce Cw)ARICON o ING W 4. THESE DRAWINGS DO NOTCONTAIN COMPLETE SPEaFROATIONS,DE-U5,OR FULL INFORMAnON NECESSARY FURTHE GOMNETE CONSTRLrnON OFTHE HcO]ER.ADDMONALINFORM NSHLLBEOR NE FROMTHEOWNER. x COMILLA _ _ _ N R TDG UNEN xaGHAN FrvTS LLWN w E ArvCFO.nYRESGLn"GOR nO a doz DRRgPDN Gu ESw HREGRD TODEa,D ,DDE GUM P N�,ANDLEG REMEDNE:"REA,I-TINGFROM THIS ORRE,ATGDWORK F ;q R ctvLL urvOsuPE,sRUC1uNG=m G1 vwmaTx�G,uL iiclRTGu ouwx sxeY awx[u cOrvsuw oxOnw Tx[awx[Rary nARGGALMECHANICAL,AND MUMGmc MA%ARI OURGRAMMAnc ONI.AG—GESIGN 11O-IRS CONSULTANT. MAGE REOw DME—. 0 0 qww rvGS FOR GRADIrvG tNO DRa GREpuIRBETAINTNG wALLs,wATERPRrovxG,AND FRExa wwNsrsTEMs. ¢ „•, 6.,.cOonOmATe sort COmvArnorrRREQOI mE_e'DgTGGRe DEx°G wAnusO"wrtx sRUCTuxu wWxEvt. z�X%� ,M 7. ECI TRa„oFUnLmEs UKME A:THESITE DRERESPormB�E THEA«UR ANDCOKR Ess OFSAME R 11111 Q�okyX d s IG-INILIDINI HAINTI-- E mrx R`NEoa°UIR`ANDOA ¢ x P.z.wwIDEOUTs,DFmAR�UPAIRIxLEIAND scREE mPEn. d xx COURT A INTGUOTLLHDDR 6 _H E HMTGH.FLDDRE�TA„DrvSATSECDNDFLDDRAREWNENTDTOPOFFLDDRDED(.13, W x wEla 1,NRES�rvMER5nSANDF TERESAETODEIN—DLEDI� MaroFAGruRERswR ExINSTRUGIIONSAND DL,AILS. RREQUIREMvrts. Is.THEGGNTRAGTDRSHALLPA.ALL-GR,A-ALL NDnG1 LLNN—GRA M1 ADD aaT N LLPD=NITSAN.—Ma, OFAPPRovALREQIREGIN NDFRTHEGa R —.MF—. y, FOR DR.FN—PUN—. F. 4 1. DDNOT—DR4 —. 3. zx,s®I-O.G.TO A NROUMU A 1—T OF 1G o•,SUPPORTING ONE FLOOR,RODE.AND CERING. NSD DR EDwALLHLLG— GEEDINNIR.DANG,sTGR.GONDInDNs �IEs,Ru<TDRALANALYAISTODFTERNINE ANI—AG. A. GTODrMA50rvR.A5EEMR E5: IN",.rz�as,Iz•.,axs.,1,•.rzes 1. wLLMATEHEI .a=os1RFFFRFNOG F,TFAIDR—s,WALLS—ONS,AND-- D TDDFT.UF. g N WIN 1. ALLworDOwRE,URNSFAaNGPUGLIGsrREErGroGENIFo<.,UmIU INDLyIH. ISSUE LOG 02 SITE PLAN TOTAL AREA UNDER ROOF SCALE:1"=300'-0" ENT 1)Lo spM spM Loon IfoE ;Iu EpMEpM EpM >pM SCALE —AKS 1"=300'-0" DATE 06/09/2017 n SHEET REFER TO ENTRADA DESIGN GUIDELINES FOR FUTHER DETAILED INFORMATION REGARDING THESE PLANS w M M M M AI•�I x'eFig=��4F 0s 3aff'sa gee's; �•s.-: 39£sc Hi, I P►, j I I , I , I I i I I ' J I I j I , I W F I -- --- ------------------ 4:12j I a ooa w I j \4M I I I I j I I I I I BVSH • A�fEC4���[' �— ISSUE LOG 01 ROOF PLAN SCALE ., -LE SCALE 1/8"=1'-0" DATE 06/09201'1 8 S1HEET//� M A1.O2 x'eFig=��4F 0s r_________________� II ------------------- i o ------------ lp MW ' I I ' I j I I � t 1 1 I LAKE SCALE 01 ROOF PLAN STALE 1/8"=1'-0" DATE 06/09/201'1 s A1EE03 §�(\ J�a2 wxy; a�$) R�p§ J/$§ d�bG w«e- � , 9 dG G, d«6m bRdk &§E§!k ¥o%A §/ /[ �---- � , � z* _ , j � � Ell U 4 0 .16� ; + ' d « - , # ---- - - - -------- _ - - -- - - - ' ----- `y. � @ ROOF PLAN 0 ~-~ \ A E04 x'eFig=��4F0s f C7 >Ou1 a a > a o�a w ---------------------- ---------------------- --------- IL , L_____________________ ISSUE LOG SCALE a DATE 01 ROOF PLAN 8 06/09201'1 SG E 1/8"=1'-0., SHEET w A1.05 x'eFig=��4F 0s ------------------ - - -1- ------------- - - - - r——————— ——— ---------------------------- -1�------------------ pre P -- -------------- •i /� — -- ------- - e / az ❑�i � �CW7 >om �a w 5�� a I I `. I `. a . `. I _ ____________------------------------------------- I ____________________________A `. / \/ BVSH ISSUE Loc o/ SCALE 01 ROOF PLAN 8" SCALE 1/8"=1'-0" g DATE LLO 06/09/201'1 O SHEET A1.06 x'eFig=��4F0s ;s 8 s29=�Si"ay"y=� .. i W K a a > -------------------------- ---------------- ----------------------------- ----- a oya o w 5'� a BI ISH ISSUE LOG SCALE 01 BASEMENT FLOOR PLAN SCALE 1/8"=1'-0" Z DATE w< 06/09/201'1 ro S1HEET 7 r 111.0/ §�(\ %KH! J�a2 wxy; a�$) R�p§ �j \\ / /$§ q§ ; 9 dG G, d«6m / /--------------------- - Qbdk / � > / / Z / w—��- . § © &§[§!k 44 a %A �Liqp z* _ . g wk ISSUE LOG ! g BASEMENT FLOOR PLAN § e=a § � | A£§S §�(\ J�a2 wxy; a�$) R�p§ J/$§ d�bG w«e- � , 9 dG G, d«6m bRdk &§E§!k ¥o%A §/ /[ z* _ ----------------------- -------- ------ ------------ -1 ----- ----.- -- , <--: -- -------- ---------- -- � �_�� -------- � _ ^ -------- _ ' z : ---y-- � � . � . -- . \ . . � � � a �--- e ! -SCA-LE 01e SEMENTFLOOR PLAN ~-~ \ A£09 ig; g ! x'eFig=��4F0s. /- -_-_ T _-_-_- / _________________ TOTAL AREA UNDER ROOF j BLOCK/LOT EI E2 E3s ,. BASEMENT A/C 969 1,210 749 y mu IST FLOOR A/C 1,503 2,146 1,992 2NDFLOOR A/C ,997 697 769 TO 4 / ___------ I --------- -- TOTAL A/C 4,484 4,053 3,510 ---------' VERANDA 578 475 256 ®n BALCONY 211 161 35 ' I I GARAGE 605 531 607 COURTYARD 262 - 380 ---------.' LTI COV'D ENTRY - 38 88 D TERRACE - -1 275 6,140 5,258 4,876 --J -- —-—- _-_-_ ❑ ...mnIL W5 o44 I I LLA ❑ � w6 � Q LEE j ,..,." r"ISSUE L06 — — — — — ------------------------L--- SCALE 01 FIRST FLOOR PLAN SCALE 1/8"=V-0" p DATE 06/09/2017 e S1HEET1 ig; g ! x'eFig=��4F0s g2&- aagpa TOTAL AREA UNDER ROOF£``€'°c§_ igS�ea 1€RS�e. BLOCK/LOT E10 E11 TOTAL BASEMENT A/C - - - /A 1ST FLOOR A/C 1,267 1,391 2,658 2.o ROOR A/C 2,062 2,123 4,190 TOTAL A/C 3,334 3,514 6,848 _ VERANDA 258 115 373 BALCONY 72 - 72 GARAGE 507 510 1017 COURTYARD 117 275 392 COVD ENTRY qq 40 84 _ BREEZEWAY 102 102 204 R� 4,434 4,556 8,990 9z® Z� 0 0 ®IrLj�--j® s...A� .� Issue coc SCALE 0 DATE 06/09/201'1 01 FIRST FLOOR PLAN G SNEE. SG E 1/8"=V-0" ig; g ! x'eFig=��4F 0s TOTAL AREA UNDER ROOF£``€'°c§_ ig S�eeifr'z93e. BLOCK/LOT E1D E11 TOTAL BASEMENT A/C 1ST FLOOR A/C 1,267 1,391 2,658 2.o ROOR A/C 2,062 2,123 4,190 TOTAL A/C 3,334 3,514 6,848 VERANDA 258 115 373 BALCONY 72 72 GARAGE 507 510 1017 COURTYARD 117 275 392 COVD ENTRY qq 40 84 BREEZEWAY 102 102 204 4,434 4,556 8,990 F a a > a o�a o -- --------------------------------- 7 ---- -------------- -------------- ----- -- 000 Elm Ef— Fn T79 bad 71 — x --------------------------- ------------------ ---------------------------- —]Pfl--------------------------- -------------- -- BVSH , _ O -- e i .o ❑ o o ❑ oascx rr�oN L SCALE 0 DATE 06/09/201'1 01 FIRST FLOOR PLAN SNEET SG E 1/8"=V-0" ig; g ! x'eFig=��4F 0s TOTAL AREA UNDER ROOF£``€'°°°c§_ iES�eelfr'z9�e. BLOCK/LOT E10 E11 TOTAL BASEMENT A/C 1ST FLOOR A/C 1,267 1,391 2,658 2.o ROOR A/C 2,062 2,123 4,190 TOTAL A/C 3,334 3,514 6,848 VERANDA 258 115 373 BALCONY 72 72 GARAGE 507 510 1017 COURTYARD 117 275 392 COVD ENTRY qq 40 84 BREEZEWAY 102 102 204 4,434 4,556 8,990 F a a > a o�a �a o I ' I p o- --------- ---------------- ----------- Elm IELE0. SUE L H Lc \ ----- _-_- --- SCALE 1/8'.—1'-0'• O 0 DATE 06/09/201'1 01 FIRST FLOOR PLAN SNEET SG E 1/8"-V-0" A1.13 ig; g ! d° x'eFig=��4F 0s i gn�g:gds? 3eesaM[gE€=. , _ =aa __3€R5- _ El 00� — d d - ° ° _ - - - _ H rl rim II -------- - TOTAL AREA UNDER ROOF ; \ I3i75H e'oa/LD E12 E14 DRA/C \ TALA/C 3,887 3,693 3,786 \ ISSUE LOG BALCONY 288 `\ COURttARD20 427 \ MECHANIGL 82 5,569 5,553 5,317 a SCALE 01 FIRST FLOOR PLAN S SCALE 1/8"=1'-0" DATE 06/09/201'1 SHEET A1.14 §�(\ J�a2 wxy; a�$) R�p§ 6 \\ J/$§ d�bG w«e- � , 9 dG G, d«6m bRdk w � §;x£ . . � o TI . . , q ° --- a s ---------------------- g SECOND FLOOR PLAN \ S-E e=w ( � \ A .15 §�(\ J�a2 wxy; a�$) R�p§ J/$§ o Z �)§ a�%G u«§� -------------------------- 7SSUE-LOG ; 9 / & � \ —— _ » _ b � g SECOND FLOOR PLAN n ) A t}6 §�(\ %KH! J a2 wxy; a�$) R�p§ J/$§ d�bG w«e- � , 9 dG G, d«6m bRdk El o � - — \ _ ------------------ ,. � . _ \ � \ � \ j' NIE- g SECOND FLOORPLAN e ,a, \ A t17 x'eFig=��4F 0s I Q ---------- - - i Ll if 02 SECOND FLOOR PLAN Is 0o SG E 1/8"=1'-0" o Aam w BVSH ISSUE Loc 5 0 2 � SCALE O DATE p 06/09201'1 Z SHEET w A1.18 x'eFig=��4F0s ws s;cas=c.s ,0 sS�''e i fr'R95e. O M o �o ON ------------------- -------------------- RUSH Issue coc 5 � SCALE 01 SECOND FLOOR PLAN DATE O 06/09/201'1 SHEET A1.19 Al 01/11 A9.0 p PALERMO BLEND TERRA COTTA TILE ROOF PALERMO BLEND TERRA COTTA TILER _- A4.01 wane sru¢o - nae - _ 10 --E un s'm[ � un Brox[ wr E P ER A BLEND TE RA _- -NE __ _- COTTATILEROO A4.01/03 4 E` T.S:631.00 - start m�mr°an wu� naEcarzrcraownu T.S:629.33' SHEPHERD'S WALL _ BRIDGE RAILING BY(OTHERS) T.w.sn.aa'Enuaae) T.S.620.50' T.w.uvm'0at5 W = OW Q � > HraQ ON 02 CORTEZ(RIGHT)ELEVATION �wa,EP�=6185 �5_ as SCALE 1/4"=1'-0" W `) a2 x PALERMO BLEND TERRA COTTA TILE ROOF O NO k kkxx ¢m�kk A4.01 D3 A4.01 02 PALERMO BLEND TERRA COTTA TILE ROOF A4.01 02 PALERMO BLEND TERRA COTTA T11E ROOF Q A4.01 l zEEI Q % w PALERMO COTTA TILE ROOF A4.01/11� 1 slat - sn¢o wT roue ansae STONE usrnoxE A9.p7l0un sroxE su¢o usrnauE - .0/1 Eqy 0 I PALERMO BLEND TERRA COTTA TILE ROOF o A4.01 03 A9.01 03 ' q HUSH +'cl'i911>AKutis G nae ..,..w...u,�..... - ISSUE LOG _ a_n - SCALE xe usrsae _- - _ a 06/09/2017 uxEwarE¢iEVEl=e1e.5 > 01 LAKESIDE(REAR)ELEVATION A3 O SCALE 1/4"=1'-0" A4.01/11 - - 49,D PALERMO BLEND TERRA COTTA TILE ROOF 0 A"l 01 0 0 —E PALERMO BLEND TERRA COTTA TILE ROOF A9.0 06 A4.02 06 PALERMO BLEND TERRA A4.02 06 COTTA TILE ROOF A4.01 03 - - A4.01 03MIE ' PALERMO B END TERRA COTT LE ROOF —E Lx1 � OW Q � > HraQ ON 02 COMILLAS(FRONT) ELEVATION SCALE 1/4"=V-0" w `( A4.01/11 -Z� 88�(o A4.01/11 „ z y XiC Uk A4.01 I1 �� o o A4.01/11 0 0 44,0 m¢a o 0 10 U Xkx z Q kk w PALERMO BLEND TERRA A4.02 06 COTTA TILE ROOF A9.01 03 A4.02 Ol _ smne _ -- _ -__ sTaxe sraxe �� saxe � � g911��E ISSUE LOG _ SCALE T.w.5xx.00(vim O DATE a 06/09/2017 ME—EL-618.5 01 LEFT ELEVATION A3 O2 SCALE 1/4"=V-0" PALERMO BLEND = - TERM COTTA TILE ROOF ---- _- 000 A"1611 A4.01 0 _- PALERMOBLEND TERRA COTTA TILE ROOF pq,0103 02 LAKESIDE(REAR)ELEVATION F SCALE 1/4"=V-0" W z w o zd w RAIII snrox PALERMO BLEND TERRA A4.01 03 COTTA TILE ROOF PALERMO BLEND TER COTTA TILE ROOF sunsoETK 2g 911 �L ISSUE LOG A4.02/02 $ ®� SCALE srucro sp 1.A„ p DATE warEx =6 r 01 LEFT ELEVATION SCALE 1/4"=V-0" BLEND TERRA COTTA TIL OOF PALERMO BLEND TERRA COTTA TILE ROOF PALERMO BLEND TERRA COTTA TILE ROOF - A9.01 OS Aq.01 11 SnKm snKco PA snKco sroao RA COTTA TILE ��4 €( PALERMO BLEND TERRA : ..'__. _ COTTA TILE ROOF sni¢a 02 COMILLAS(FRONT)ELEVATION SCALE 1/4"=1'-0" W 0 w PALERMO BLEND TERRA COTTA TILE ROOF PALERMO BLEND TERRA COTTA TILE ROOF z Q X w k PALERMO BLEND TERRA COTTA TILE ROOF sane crone COTTA TILE ROOF - ISSUE LOG SCALE a 06 09 2017 01 RIGHT ELEVATIONe A3 X64 SUE 1/4"=1'-0" MCCO STUCCO -- STUCCO G STUCCO STONE BEDROOM LEVF1694.00' - BEDROOM LEVEL 694.00' SNCCO � �` SNCCO " TU 0 s5NCC0- _ MN —EVEL02.50' STONE _ STONE _ STONE W w STONE STONE —IMEW o, a aye 03 CENTER RIGHT ELEVATION 02 CENTER LEFT ELEVATION SCALE 1/4"=P-0" SCALE 1/4"=1'-0" rZ Q288J10 U STUCCO 'z¢ 0o W LEVEL 694.Bo' - STONE - Si�]rJH ISSUE LOG STONE MNN WING LEVEL 632.50' U——W' SCALE su¢o a 06 09 2017 01 LEFT ELEVATION A3!OS SC 1/4"=V-0" PALERMO BLEND TERRA COTTA TILE ROOF = PALERMO BLEND TERRA COTTA TILE ROOF - PALERMO BLEND TERRA _ COTTA TILE ROOF yy-_-----_-_ E a ... STONE STUCCO p _ 5 _ STONE S ONE TU M W fl,177.. ®4 o - TFFFTI 02 FRONT LEFT ELEVATION ED ¢ off a , Aya w o zd PALERMO BLEND TERRA COTTA TILE ROOF w PALERMO BLEND TERRA COTTA TILE ROOF PALERMO BLEND TERRA COTTA TILE ROOF PALERMO BLEND TERRA B COTTA TILE ROOF COTTA TILE ROO EM STUCCO °d STONE STONE 8i _ Q SCALE a 06 09 2017 01 RIGHT FRONT ELEVATION $ A3 X64 SUE 1/9"=1'-0" PALERMO BLEND TERRA COTTA TILE ROOF PALERMO BLEND TERRA COTTA TILE ROOF = _ STUCCO STUCCO BEDROOM LEVEL 614.00' STONE STUCCO STUCCO STUCCO "1"—1 7 IEL NT FRONT ENTRY LLEVF1629.00' STONE STONE ry STONE OW Q � > HraQ ON 02 FRONT LEFT ELEVATION SCALE 1/4"=V-0" W ¢ O�pOp v Q QmF PALERMO BLEND TERRA COTTA TILE ROOF F � PALERMO BLEND TERRA COTTA TILE ROOF UQ W k Ell EM STUCCO STUCCO BE -EL 644A0'IT STONE � q Max uvm0 LEVEL AB2.sd ISSUE LOG STONE FRONT EMRY IEVEL 629.00' - STONE STONE _ a 06092017 01 RIGHT FRONT ELEVATION A3�67 SCALE 1/4"=P-0" ALERMO BLEND TERRA COTTA TILE ROOF - _- PALERMO BLEND TERRA COTTA TILE ROOF = PALERMO BLEND TERRA COTTA TRE ROOF PALERMO BLEND TERRA COTTA TILE ROOF = _ rF r� u.oVo3 � urco _ __ stun[ _ _ __ .s• --. _ FDa[ IWI M' m E 02 REAR(COMILLAS COURT)ELEVATION >yo SCALE I/9"=1'-0" a d fj rOi�� w zd w PALERMO BLEND TERRA COTTA TILE ROOF PALERMO BLEND TERRA COTTA T[LE ROOF RIIX PALERMO BLEND TERRA C�R-O.l u m 2 ;— - _STONE N T II�WI N STONE STONE ER $i STONE2 1 +'cl`i911utis nmmt EE ESONE STONE SCALE F wEE95� 01 FRONT(COMILLAS)ELEVATION s SCALE 1/9"=V-0" PALERMO BLEND TERRA COTTA TILE ROOF _ PALERMO BLEND TERRA COTTA TILE ROOF FTI G�G _ 3 b p m¢a 1 OW Q � > HraQ ON 03 LEFT ELEVATION 02 RIGHT ELEVATION SCALE 1/4"=V-0" SCALE 1/4"=V-0" ¢ 28Op zd w PALERMO BLEND TERRA COTTA TILE ROOF HUSH +'cl`i911�utis ISSUE LOG u SCALE 1/4.._I.A„ F DATE w 06/09/2017 Ol PARTIAL REAR ELEVATION A3 09 SCALE 1/4"=V-0" A4.01/07 A4,p PALERMO BLEND TERRA A4.01/11 0 o Ip PALERMO BLEND TERRA - -- TERMCOTTAT[LEROOF COTTA TILE ROOF COTTA TILE ROOF - _-_>----'_ A4.01 02 M.01 - E o 6 E€ CASTSTONE CISTSTONE STONE _ _ n EE CASrnONE NE 4.01/11 nanE smuE ' STONE'A' O STONE'C —E_ JJJ 627.00' 03 RIGHT(COMILLAS COURT)ELEVATION 02 FRONT(COMILLAS) ELEVATION: PARTIAL ¢ off SCALE 1/4"=1'-0" SCALE 1/4"=1'-0" a a Gyp H rla;a� w zd A4.01/OB w A4.01/06 A4.01/O6 A4.01/07 PALERMO BLEND TERM COTTA TILE ROOF A4.01/11 A4.01 02 PALERMO BLEND TERM A4.01 02 PALERMO BLEND TERM M PALERMO BLEND TERA4.01 02 —NE A4.01 02 COTTA TILE ROOF COTTA TILE ROOF =A Ul F ROOF - " Ip 4.01/08 __ STUCCO2 EE ON _ sronE _ � Pp 02 1 A4.01/11 +g 911��L STUCCO ..,..w..u,�...m CASrMNE CAM TONE - - -_ ISSUE LOG STnani B SCALE F DATE w 06/09/2017 sltl II 01 FRONT(COMILLAS)ELEVATION A3.1 O SCALE 1/4"=1'-0" A4.01/06 A9.01/08 - - —A4.01/07 A4.01106 --_- --- .. M A9.01 02 A9.01 02 mcm GISISfONE CASTSTONE CASISTONE - _ EE sraxe �� �� sonE EDQnE USTSTONECASTSTONETERRA COTTA TILE ROOFA90�0 smxE4 €� 0 o TERRA COTTA TILE ROOF TERRA COTTA TILE ROOF A4.01 02 CASTSTONE z z z O O npn[ t}{ o g /yr�yl #GGGn OW U SHEPHERD'S WALL 02 REAR(LAKESIDE) ELEVATION: PARTIAL >ao SCALE 1/9"=V-0" a Q pyo H rla;a� w o xx �M.OVOB01/06 A9.01/06 A9.01/07 W k TERRA COTTA TILE ROOF PALERMO BLEND TERRA A9.0102 COTTA TILE ROOF A4.0102 STUCCO OVER CaOAT OVERCOAT CASTSTONE CASISTONE CASTSTONE sronE CASTSTONE $i +'cl'i911�utis LOG ISSUEG S7IE 0NE'C I—E SCALE F DATE w 06/09/2017 sltl II 01 RIGHT ELEVATION A3,11 SU E 1/9"=V-0" A4.01/06— -_ A4.01/0J A4.071p PALERMO BLEND TERRA = __ STUCCO COTTA TILE ROOF naxe a SNCCC - . TERRA COTTA TILE R = 4 E% pip CASTSTONE CASTSTONE 53s.ar 02 REAR(LAKESIDE) ELEVATION: PARTIAL SCALE 1/4"=1'-0" w o ONO yy ux# A4.01/07 A4.01/OB z Q k A4.01/06 g4.01/O6 w PALERMO BLEND TERRA COTTA TILE ROOF PALERMO BLEND TERRA PALERMO BLEN ERRA COTTA T[LE ROOF COTTA TILE ROOF A4.01/11 A9 A4.01 02 A9.01 02 Aq.01 02 STUCCO CASTSTONE CASTSTONE STU - - CASTSTON ]EWSH STUCCO STUCCO ..,..w..u,�...m CAS S ONE - - - - - ISSUELOG STUCCO SCALE O H DATE w 06/09/2017 sltl II 01 LEFT ELEVATION SCALE 1/4"=1'-0" YMa ,aa.G aa.P.E —NE OR MaR RFl« �. o arve.w o 10 DOVE COVE DETAIL 09 CAST STONE FASCIA DETAIL 08 CAST STONE FASCIA DETAIL SCALE Y-V-0" SCALE:1"=1'-0" - arP.eOeno EonER PEx sTwer. GrP.eaeRo Bina PAPen E�iev.� nu:RaorrxG eiev none veaeeR wT crane neaaeR me RaorwG e�RGsroP . —11—El IL ReF...e.Gn. ReE.,en A o�° � Mn u,.aF REE. arvevaeeR — RE 5T aR [ e F 5a G.P eG -T TaMES,LL w :ea. e�Ra nE�a�,_v1E .a arvE EER arvE LL ea. Ev� �Tm .��x p MaRTAR n �.. a , oNa REE...E.G.G. ReE.I.e.«. 07 WINDOW SECTION 06 WINDOW SECTION 05 FASCIA DETAIL 04 FASCIA DETAIL zxx SCALE:11/2"=1'-0" SCALE:1 1/2"=1'-0" SCALE:11/2"=1'-0" SCALE:1 1/2"=1`0" 0 iLk x Q�.]OXKX QmK%% Q kX% WWW k E-+U z Q Xx w azOR PnPER REF:A9.01/09,10 � RIF 11 eL z x, BLOR-ERan e�RO FlMP 5caa�' Tne RroEmG leG emo saP �aCr. meaooPzrvc �. oav FnGe GxzPm¢ (FA" —ezRG MI FKE R PLL 1.6 mnALI RND zR"s0rrrr ORZP EDGE zGGw zx,Ensan REE.snucr. zx4 Fnsan n-REF. Ep[Pil aEF.swrr. zx,sue-Fawn GAUGE pt BROfrg � zx,SUarnwn SZRUCf. IT­ 20 n.TAR cP.eooxo G.ea a Ra Ra EITSH MaATAR GEaxAtre EG sone rExEER re CC ReF. sane verem Rer.L-1 IDITEI sorveverveER ISSESC GuaR SCALE VARIES 03 FASCIA DETAIL 02 FASCIA DETAIL 01 FASCIA DETAIL DATE SCALE:1 1/2"=1'-0" SCALE:11/2"=1'-0" SCALE:1 1/2"=1'-0" 06/09/201] SHEET REFER TO ENTRADA DESIGN GUIDELINES FOR FURTHER DETAILED INFORMATION REGARDING THESE PLANS o LOU OM ON P CcINS s . FAE �' IO¢/ ��«pR 12 FIRE WALL RAFTER DETAIL 11 STUCCO RAKE DETAIL -OSSIS—HIBG sra..u:_,o SCALE:,1'w. V=r - sy a5��p 14 SCUPPER BOX DETAIL 13 BALCONY ANCHOR DETAIL M"' �� _ g "tea E 1 a«xm° 6A2 a_E T) aRa�P R«xa SR.Fla R TM,"°RA ERn� mr mL—/2^nEE-0- r�°�ELRA„°-L ma. p 10 STONE RAKE DETAIL p"c RAR zsmeLmErA,s R.. .. SCALE:1 1/2••=1'-0" Rl— RE,sER°R LL wA,ER�R«R," TEowo.Ra1 Ems,°MER,c�«R� o 0 0 0 0 _ na.umn eL°omaLEI LE� eR,acc—NI aoxm a0 4ro"E E"EER [a�a< E _ 08 BALCONYRDETAIL 09 NATURAL STONE 06 PARAPET WALK CAP DETAIL o °" '/2 ' ° 07 FIRE WALL DETAIL SCALE:11/2"=r-o• Ca ag SURROUND DETAIL dmx�(�� SCALE 1/2"-V-0' k d X% U xx REA°ER ssToxE LZ d M H SEE 57 VMY °L°5 05 NATURAL STONE SURROUND DETAIL 4k °"E"E"EER IOE o_a HEA«R (svEcs WgAAT) ° �" ,�xffa R°°"srRo� ISSUE «°m�R, iwnnisi 61X5 oc cE°"Rnwxs L.,awR � NE"EER SCALE L•a• ra^ e" s• e^ e" VARIES snuT,ER°Sf — sRurtsn°os CALE:1/"=i'—o" DATE � 06/09/2017 04 CEDAR SHUTTERS 03 SHAVED BRICK ARCH DETAIL 02 ROUGH ARCH DETAIL 01 STONE/STUCCO TRANSITION DETAIL N SCALE:1"=V.- Brae uz^-L o^ SCALE:11/2"=1'-0" ♦ ,e 02 REFER TO ENTRADA DESIGN GUIDELINES FOR FURTHER DETAILED INFORMATION REGARDING THESE PLANS `� M�;°� ®,AIaq : 11" A £gg HO s.uomlazsn aw �nuiia� ceoax auras El aarsrorvE cwnsoxE - k- E-004-011 12"Wx42'Hx 23"D 16 CHIMNEY DETAIL 15 CHIMNEY DETAIL 14 LAMP DETAIL 13 CEDAR GATE DETAIL 12 TOWER CORNICE DETAIL 11 PARAPET WALL DETAIL SU1E:11/2"=1'-0" �,..Ur=spm suss.�a•-keA,1/2'=r-0 4€M€Eui'ri°"2 t-o waaoo'ry wwannnax xs wEssEax a[o FlXtw l-srt w>:ssEan a[o FlNUH srs wEnEax.ENu.9r e o & SaEx Eoa &o-,ff Fiff uaxaExc •a ®�xA 3>� a oou vz•amo wu x OYxxx t�oax� wE�o w9 � n� ws�°GE w9 � n� aXxX xx Iauaandnim) "31uno3a ca'Y3' -i ® amuzzaiz�)Es (-Mc mi d ^X Ey U XXX o&;�Eouxx. (axm02" W oo-,2a,2I 10 CUT STONE SURROUND DETAIL 09 GARAGE DOOR: 08 GARAGE DOOR: .11,EwEL'®-72 07 GARAGE DOOR:k--E- WAS Hl— aexaEs nu Il Il o o ISSUE LOG —EE rvoE WLeOIII Ap9Nlll Y Uowe • SCALE VARIES 06 CHIMNEY DETAIL 05 FRONT DOOR: 04 FRONT DOOR: 03 FRONT DOOR: 02 FRONT DOOR: 01 FRONT DOOR: ocov/on �:.rz._,.-x. sG�:ra.-rte Ex,xax,x��aaa.,E�.x,,.ra s�E:rrz�-,.a. x,.a.��a�a.,��.r. �:+r=•.�.n..xx�a+�x�ax�.aa�o>s �:+r�..+.o.E ��>�„EawEoo>„ �:�•-„o. EMaax�aaa.�„�a,r, w seeeT REFER TO ENTRADA DESIGN GUIDELINES FOR FURTHER DETAILED INFORMATION REGARDING THESE PLANS A4.03 WINDOW SCHEDULE s esa LITE DOOR SCHEDULE � s Hill WINDOW WIDTH HEIGHT HDR HT TYPE NOTES DOOR WIDTH HEIGHT THICKNESS TOP RAIL BOTTOM STILES INSET HDR HT. TYPE STYLE HARDWARE' ENOTES '- �I 2636 2'-6" 3'-6" 6'-8" �2 x2 CASEMNT RAIL PANELS TYPE , 2650 T-6" 5'-0" G-8" 2 3 CASEMNT 2-1480 2'-8" 8'-0" 8'-0" INTERIOR PAIR 2040 2'-0" 4'-0" 14'-8" 2 2 FIXED ARCHED 2-2080 4'-0" 8'-0" 8'-0" INTERIOR PAIR 2040 T-0" 4'-0" 16'-4 1/2" 2 2 FIXED ARCHED 2-2680 5'-0" 8'-0" 1-3/4" 4-5/8" 4-5/8" 8-1/4" 3/4" 8'-0" EXTERIOR FRENCH 3 - 2480 2'-0" 8'-0" 8'-0" INTERIOR - - 2040 2'-0' 4'-0" 18'-1" 7 2 FIXED ARCHED ■ 2040 T-0' 4'-0" 6'-8" 2 2 FIXED ARCHED 2680 2'-6" 8'-0" 8'-0" INTERIOR - 2880 2'-8" 8'-0" 8'-0" INTERIOR - 2-1640 3'-0" 4-0" 6'-8" 2 2 FIXED MULLED 2850 2'-8' 5'-0" 6'-8" 2 3 CASEMNT UPSTAIRS 2880 T-8" 8'-0" 1-3/4" 4-5/8" 4-5/8" 8-1/4" 3/4" 8'-0" EXTERIOR 3 3050 3'-0" 5'-0" 6'-8" 2 3 CASEMNT DOWNSTAIRS 2-1480 2'-8" 8'-0" 8'-0" INTERIOR PAIR 2-1660 3'-0" 6'-0" 8'-0" INTERIOR PAIR i€`s, ia�4aF`'S 3050 3'-0" 5'-0" 6'-8" 2 3 FIXED 2-2080 4'-0" 8'-0" 8'-0" INTERIOR PAIR 2040 2'-0" 4'-0" 14'-1" 2 2 FIXED : 0 2040 2'-0" 4'-0" 15'-5" 2 2 FIXED 2-2680 5'-0" 8'-0" 1-3/4" 4-5/8" 4-5/8" 8-1/4" 3/4" 8'-0" EXTERIOR FRENCH 3 ° =�I:= gg'� 2040 2'-0" 4'-0" 16'-9" 2 2 FIXED 2080 T-0" 8'-0" 8'-0" INTERIOR UPSTAIRS 2040 2'-0" 4'-0" 6'-8" 2 2 FIXED 2480 2'4" 8'-0" 8'-0" INTERIOR DOWNSTAIRS 2650 2'-6" 5'-0" 8'4" 2 3 CASEMNT 2480 2'4" 8'-0" 1-3/4" 4-5/8" 4-5/8" 8-1/4" 3/4" 8'-0" EXTERIOR 3 2040 2'-0" 4'-0" 8'-0" 2 2 FIXED 2680 2'-6" 8'4" 8'-0" INTERIOR 2040 T-0" 4'-0" 13'-111/4" 2 2 FIXED 2680 T-6" 8'-0" 1-3/4" 4-5/8" 4-5/8" 8-1/4" 3/4" 8'-0" EXTERIOR 3 2040 2'-0" 4'-0" 18'-1" 2 2 FIXED 0 2880 2'-8" 8'-0" 8'-0" INTERIOR 2650 T-6" 5'-0" 8'-0" 2 3 FIXED 2880 2'-8" 8'-0" 8'-0" EXTERIOR 3-2660 7-6" 6'-0" 8'-0" 2 4 FIXED ARCHED,MULLED 3080 T-O" 8'-0" 1-3/4" 5-1/2" 5-1/2" 9" 3/4" 8'-0" EXTERIOR ARCHED 2 A4.03/01-04 2626 T-6" 2'-6" 14'-0" 2 2 FIXED BLCK OUT 3080 3'-0" 8'-0" 2" 6" 6" 6" 1/2" 8'-0" EXTERIOR ARCHED 1 A4.03/05 3050 T-0" 5'-0" 8'-0" 2 3 CASEMNT 9080 9'-0" 8'-0" 2-3/8" 3/4" 8'-0" O.HEAD 4 A4.03/07-09 3050 3'-0" 5'-0" 8'-0" 2 3 FIXED 3050 3'-0" 5'-0" 5'-0" GATE ARCHED 2-2050 4'-0" 5'-0" 8'-0" 2 3 FIXED MULLED,OBSCURED 2880 2'-8" 8'-0" 1-3/4" 4-5/8" 4-5/8" 8-1/4" 3/4" 8'-0" EXTERIOR 3 2036 2'-0" 3'-6" 6'-8" 2 2 FIXED E 2-2680 5'-0" 1 8'-0" 8'-0" GATE ARCHED 2640 2'-0" 4'-0" 8'-0" 2 2 CASEMNT NOTES: HARDWARE TYPE SCHEDULE NOTES: 1)HARDWARE:TWISTED PUSH/PULL IRON HANDLE FLAT BLACK EMTECK DEAD BOLT,THRESHOLD:1/8"THICK FLAT 1)ALL GLAZING SHALL BE 3/4"CLEAR GLASS BAR,DOOR HINGE:STEEL HINGE 7-3/4"LONG W/5/8"PIN WITH GREASE 2)ALL FRAME MATERIAL SHALL BE ALUMINUM CLAD WOOD WINDOWS 2)HARDWARE:BLACK EMTEK RICHMOND HANDLE,THRESHOLD:DARK BRONZE OAK ADJUSTABLE ALUMINUM a'4 ADZ d)WINDOW LITES VARY PER PLAN AND ELEVATION.REFER TO WINDOW THRESHOLD,DOOR HINGE:BUTT HINGE W/FINIALS 0' [�.a '4.^SCALE:lllr=l'-� y c SCALE:1/8�=1'- SCALE:1 HINGE: SCHEDULE FOR LITE DESIGN 3)HARDWARE:RUSTIC LEVER ORB,THRESHOLD:BLACK ALUMINUM,DOOR INGE:ORB ADJUSTABLE HINGES V) 4)ALL WINDOW MULLIONS SHALL BE 1-1/8"WIDE. 4)HARDWARE:BLACK IRON,DOOR HINGES:FAUX CAST BLACK ALUMINUM HINGES W z o o v ¢w�xo z ow mxKxKK Q kXk �U xxx z 4 xX w ISSUE LOG LTE D— SCALE N/A SCALE:1/8'=1'-0' SCALE:1/8"=1'-0' DATE 4/11/201'1 SIILLI REFER TO ENTRADA DESIGN GUIDELINES FOR FURTHER DETAILED INFORMATION REGARDING THESE PLANS A4.O 1 FROM CORTES DRIVE LOOKING WEST pp Ar 1,v, oie."07-eRl'k, ............ IN ' FROM CORTES DRIVE LOOKING NORTHWEST INTO COMILLAS fir 2 FROM COMILLAS LOOKING EAST r # QPM,....�. .. m ' FROM NORTH ENTRANCE OF COMILLAS COURT FROM CANAL LOOKING SOUTHEAST 1 "J• "_ i �i7� ;pry^''n^�i� yywr _ ,•++,,,.�xrin*gat ' t�-T t•� I P I III I Jy -� 1AJ I 4 FROM COMILLAS LOOKING EAST oil ti F1 FROM SOUTH ENTRANCE OF COMILLAS COURT F • estlake Planning and Zoning Commission TYPE OF ACTION Regular Meeting -Action Item Monday, August 14, 2017 Topic: Conduct a public hearing and consider a recommendation of a site plan located in the GU-Government Use zoning district for a 5.03 acre tract located at the northwest corner of Davis Blvd (FM 1938) and Dove Road. The purpose of the site plan is to approve the construction of a new fire station. STAFF CONTACT: Ron Ruthven, Director of Planning and Development Strategic Alignment Vision,Value,Mission Perspective Strategic Theme & Results Outcome Ob'ective Mission: Westlake is a unique community blending preservation of our natural High Quality Planning,Design& environment and Development-We are a desirable viewscapes,while serving Citizen,Student& well planned,high-quality Preserve Desirability our residents and businesess Stakeholder community that is distinguished by &Quality of Life with superior municipal and exemplary design standards. academic services that are accessible,efficient,cost- effective, &transparent. Strategic Initiative Outside the Scope of Identified Strategic Initiatives PLANNING CASE INFORMATION Case Number: SP-06-21-17 Development: Fire Station Plan Applicant: BRW Architects Owner: Town of Westlake Developer: N/A Site Location: NW Corner of Dove Road and Davis Boulevard (FM 1938) Site Area: 5.03 acres Zoning: GU—Government Use EXPLANATION AND SUMMARY(INCLUDING APPLICABLE ORGANIZATIONAL HISTORY) As part of the preconstruction process related to the proposed Westlake Fire-EMS Station, the 5.03-acre site that was generously donated by Fidelity Investments must be rezoned, replatted, and have a site plan submitted. As Council/Commission may recall, the property was both rezoned to the GU-Government Use District and replatted in December 2016. . A public workshop concerning the design and funding of the new station was conducted on May 25, 2017. The next step in the process per the Town's zoning regulations is to submit a Site Plan (the subject of this memo)before construction may commence. The site plan establishes the following: • Proposed building locations and their square footage • Parking lot and driveway locations and their paving materials • Architectural elevations showing exterior walls materials and roofing materials • Screening • Landscaping • Drainage • Dumpster location The proposed site plan complies with the Town's zoning and development requirements and has received the input and approval of the Town's architectural consultant. According to the attached project schedule, construction is scheduled to begin in the Fall of 2017. RECOMMENDATION The design, layout and funding of the new fire station was conducted with significant input from the Town Council and Town staff along with numerous discussions with Town residents at multiple forums including a public workshop held on May 25, 2017. Staff recommends approval of the site plan. ATTACHMENTS 1. Existing Location Map and Vicinity Map 2. Fire Station Site Plan 3. Fire Station Renderings 4. Project Schedule ��`,\`\\ �I ' `� t �� , � ��� � , ,� . - �� �a �� o - � - � • � � . . Ian 1 �. J; � � , 0 D O Cn LL. EXISTING 4'X4' WYE INLET-,,, EXISTING SIDEWALK o Q WYE TO REMAIN r 00 EXISTING HEADWALL INLET TO BE REMOVED + PROP. BF R PROPOSED FUTURE DIESEL RELOCATED o SLIDING GATE STATION 42.7' rr�, >.(n �juj Ln o = — _ — — _ — — — — X X X X X X X X a S 89'16'54" W 980.72' z V o a Z ' QQuoe 2 `n co m 31.0 � � ~ N � �, 3 DUMPSTER TURNAROUND AREA D � O V a M ~ 3 � 62 m Q m Ln N R=1,100.00 L=472.87' DUMPSTER ENCLOSURE p TOWN OF T=240.14' 8' HIGH SCREENING WALL TO MATCH BLDG C113.1' WESTLAKE CB=S 66'09'58" E (REFER TO ARCHITECTURAL PLANS) PROPOSED COMMERCI AL DRIVEWAY Ci, CD=469.24' FIRE STATION cn a ' " F.F.E.=665.00 C APPROACHo � 4=24'37 49 � . a Ln O \ 00 PROP. BFR -LONGITUDINAL OBUTT JOINT \ X63 PROP. FDC 143 PROPOSED t4 cs PROPOSED TxD T \ O SIGNALIZED ME IAN CROSSING \ o (MOUNTABLE CURBS) 0 \ O• C0-) �`0 PROPOSED \ o FIRE HYDRANT \ TOWN OF WESTLAKE PROPOSED PROPOSED \ \ COMMERCIAL DRIVEWAY 0 RETAINING WALL IRR. & DOM. APPROACH PROPOSED EXISTING TREE M METERS \ \ BIOSWALE TO REMAIN \ R30.0' o PROPOSED Z \ PROPOSED HEADWALL LONGITUDINAL EXISTING TELECOM SCREENING WALL mwmj O \ BUTT JOINT VAULT TO REMAIN58.7' PROPOSED 0 1 BACKFLOW \ PREVENTER ca CD3 LlCD \ S sae PROPOSED 7 LANDSCAPED PROPOSED \ O 03,, RAINGARDEN RETAINING F O WALLS , J <D -i 0 96'9 co PROPOSED Q \ C� R=994.00' ADMINISTRATIVE L=466.34' BUILDING 4 Th, \ T=237.54' F.F.E.=666.50 I \ \ CB=S 67'17'28" E Q) NO,\ pF CD-462.07 �/C \ O A-26'52'50" R=1,617.50' \ /10 % �rJ L=250.25 I Z T=125.38' CB=NCD0250.00' U N Q O/•9Cq v \ A=8'51'52" X I I M \ \ o ® U `V ® PROPOSED D I I Q Z N \ \ PROPOSED BIOSWALE AREA I p STAIRS ��0 EXISTING SIDEWALK I \ \ 'j TO REMAIN EX. CURB EX. CURB— W �' rL� 6' SIDEWALK INLET I INLETI Q Im 5 EXISTING STORM EXISTING T ECO Q HEADWALL TO VAULT TO EMAI C4 H PROP. REMAIN I I @Z V \ R79 s' MONUMENT =W m O GENERAL NOTES \ 5SIGN I m 1. ALL WORK, UNLESS OTHERWISE NOTED, SHALL CONFORM TO THE STANDARD \ TOWN OF WESTLAKE 95 COMMERCIAL DRIVEWAY EX.- 0-0 W 3 SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ISSUED BY THE NORTH CENTRAL \ APPROACH HEADWAY 1 I I O m Q m = M TEXAS COUNCIL OF GOVERNMENTS AND THE CITY OF WESTLAKE STANDARD U m G C U m CONSTRUCTION SPECIFICATIONS. LONGITUDINAL�� S 80'43'53„ 2. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL BE FAMILIAR WITH THE PLANS, BUTT JOINT E 6 29. W ALL NOTES, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ISSUED PROPpS EXISTING BFR I Y Z BY THE NORTH CENTRAL TEXAS COUNCIL OF GOVERNMENTS, THE CITY STANDARDS FOR6' SIpE�,y TO REMAIN Q O CONSTRUCTION, AND ANY OTHER APPLICABLE STANDARDS AND SPECIFICATIONS \ ALK RELEVANT TO THE PROPER COMPLETION OF THE WORK SPECIFIED. FAILURE ON THE J < CURB EXISTING LANDSCAPE II-- Q ALL DIMENSIONS ARE TO PART OF THE CONTRACTOR TO BE FAMILIAR WITH ALL STANDARDS AND SPECIFICATIONS EX. N BACK—OF—CURB UNLESS PERTAINING TO THIS WORK SHALL IN NO WAY RELIEVE THE CONTRACTOR OF INS AND HARDSCAPE AT W (~ N OTHERWISE NOTED RESPONSIBILITY OF PERFORMING THE WORK IN ACCORDANCE WITH ALL SUCH APPLICABLE CROSSWALK TO REMAIN Wc0 STANDARDS AND SPECIFICATIONS. > 3. THE HORIZONTAL AND VERTICAL LOCATIONS OF EXISTING SUBSURFACE UTILITIES HAVE N O BEEN DETERMINED FROM DATA RECORDED BY OTHERS. CONTRACTOR SHALL VERIFY THAT ISSUED FOR PRELIMINARY PRICING PURPOSES ONLY L._ M G i E G E N I=> NECESSARY CROSSING CLEARANCES BETWEEN EXISTING AND PROPOSED UTILITIES EXIST (SUBJECT TO REVISION PRIOR TO CONSTRUCTION) O LTJ c PRIOR TO CONSTRUCTION OF ANY SUCH CROSSINGS. IT WILL BE THE RESPONSIBILITY OFW LS LIGHT STANDARD THE CONTRACTOR TO PROTECT ALL UTILITIES IN THE CONSTRUCTION OF THIS PROJECT. THESE DOCUMENTS HAVE BEEN PREPARED BY THE ENGINEER WITH THE INTENT OF Z wM Q Q CONTRACTOR TO VERIFY SIZE AND LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION. COMPLYING WITH ALL CITY STANDARD REQUIREMENTS. THESE DOCUMENTS HAVE N o WATER METER NOT BEEN APPROVED AND RELEASED FOR CONSTRUCTION BY THE CITY AS OF THIS Wv® WATER VALVE 4. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT ALL MANHOLES, DATE AND, THEREFORE, REVISIONS MAY BE REQUIRED PRIOR TO CONSTRUCTION. 0Ll� O S N cv® IRRIGATION CONTROL VALVE CLEANOUTS, VALVE BOXES, AND FIRE HYDRANTS, ETC.. CONTRACTOR TO ADJUST TO BY ANY USE OF THESE DOCUMENTS, THE USER AFFIRMS THEIR UNDERSTANDING Q �aJ FH� FIRE HYDRANT PROPER LINE AND GRADE PRIOR TO AND AFTER THE PLACING OF PERMANENT PAVING of THE PRELIMINARY STATUS OF THE PLANS AND THE POTENTIAL FOR REVISION I— LL- Z D 5 coo CLEANOUT AND GRADING. UTILITIES MUST BE MAINTAINED TO PROPER LINE AND GRADE DURING THE PRIOR TO ANY CONSTRUCTION. MHOO MANHOLE CONSTRUCTION OF THE PAVING FOR THIS DEVELOPMENT. SIGN TRAFFIC SIGN 5. PROPERTY LINE 5.1. PROTECT AND MAINTAIN ROADWAY TRAFFIC THROUGHOUT THE PROJECT, PROVIDING Z o X FENCE A MINIMUM OF ONE (1) LANE OPEN IN EACH DIRECTION; ® COORDINATE DESIGNATION 5.2. PROVIDE AND MAINTAIN INTERIM ACCESS FROM ROADWAYS CURRENTLY IN USE TO o ALL DRIVEWAYS AND INTERSECTING STREETS OR ALLEYS; X PROPOSED FENCE 5.3. MAINTAIN NORMAL PROJECT DRAINAGE UNTIL NEW DRAINAGE FACILITIES ARE cq o FUNCTIONAL, INCLUDING, WHERE NECESSARY, INTERIM REPLACEMENT OF EXISTING W NO. DATE REVISION � PROPOSED BIOSWALE DRAINAGE STRUCTURES REMOVED FOR CONSTRUCTION OF NEW DRAINAGE FACILITIES; LO N 5.4. MAINTAIN ALL WORK AND MATERIAL STORAGE AREAS IN ORDERLY CONDITION, FREE Pacheco Koch 7557 RAMBLER ROAD, SUITE 1400 rL °; OF DEBRIS AND WASTE. ON COMPLETION OF CONSTRUCTION, CLEAN UP THE DALLAS, TX 75231 972.235.3031 W PROJECT AND ADJACENT AFFECTED AREAS TO ACCEPTABLE CONDITION, ALL AS TX REG. ENGINEERING FIRM F-14439 LLJY o PROVIDED IN THE GENERAL CONDITIONS. TX REG. SURVEYING FIRM LS-10193805 J 0 6. PRIOR TO COMMENCEMENT OF CONSTRUCTION, BONDS AND THREE-WAY CONTRACTS SITE PLAN SUBMITTAL ti o SHALL BE SUBMITTED TO THE CITY AS REQUIRED. DIMENSIONAL CONTROL PLAN J T 7. THE CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH ALL FEDERAL, STATE, AND LOCAL REGULATIONS REGARDING TRENCH SAFETY. PRELIMINARY 8. REFER TO ARCHITECTURAL AND STRUCTURAL PLANS TO VERIFY ALL BUILDING NOT FOR CONSTRUCTION CITY OF WESTLAKE DIMENSIONS. THIS DOCUMENT IS ISSUED FOR THE 0 20 40 80 120 9 REFER O ARCHITECTURAL AKS PLANS FOR DETAILED BUILDING ENTRANCE LAYOUTS, RAMPS, PURPOSE OF SCHEMATIC REVIEW ONLY FIRE STATION NO. 1 AND IS NOT INTENDED FOR PERMITTING, z 0 10. BARRICADING AND PROJECT SIGNS SHALL CONFORM TO TEXAS DEPARTMENT OF BIDDING, OR CONSTRUCTION PURPOSES. 0 i GRAPHIC SCALE IN FEET TRANSPORTATION MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES AND LATEST PLANS PREPARED UNDER THE DIRECT CITY OF WESTLAKE, TARRANT COUNTY, TEXAS W M M UPDATES. SUPERVISION OF JAVIER D. JARAMILLO, P.E. 11. EXACT SAWCUT PAVEMENT REMOVAL AND REPLACEMENT LIMITS WITHIN THE PUBLIC TEXAS REGISTRATION N0. 91007 Ch °; RIGHT-OF-WAY IS TO BE IN ACCORDANCE WITH THE CITY PAVEMENT REPAIR MANUAL DATE: 06/13/2017 DESIGN DRAWN DATE SCALE NOTES FILE NO. wAND INCLUDED IN THE BASE BID. c� Y\� Z M JDJ AMS JUNE 2017 1"=40' C2.0 O z C2.0 SITE PLAN SUBMITTAL DIMENSIONAL CONTROL PLAN 0 D O LL a 0 z w o �� Lu i_ L _ ®A A// UL E VA RD D - �� �_n ><"R Cbz 0 10 20 40 60 Z ~ ( VARIABLE WIDTH R . O. W. ) w GRAPHIC SCALE IN FEET O V V-) w a 3 J x mQ � z:,:�) 0 � 3 STA 0+00.00 LINE "W-1" CONNECT TO EXISTING 16" CONNECT TO EXISTING 16" WATER MAIN WATER MAIN INSTALL: INSTALL: WMo WATER METER 1-16"X6" TAPPING SLEEVE 1-16"X2" SADDLE TAP Me WATER VALVE 1-6" VALVE m FH♦ FIRE HYDRANT � Ld coo CLEANOUT =) J MHOO MANHOLE CONNECT TO EXISTING 16" v z z SIGN INSTALL: WATER MAIN TRAFFIC SIGN X N Q - -X- PROPERTY LINE 1-16"X6" TAPPING SLEEVE INSTALL: - 1-6" VALVE 1-16"X2" SADDLE TAP w CD E UNDERGROUND ELECTRIC LINE 1-FIRE HYDRANT PER TOWN T UNDERGROUND TELEPHONE LINE OF WESTLAKE STANDARDS �= L UNDERGROUND CABLE LINE (� 1- 6"w UNDERGROUND WATER LINE 6"ss UNDERGROUND SEWER LINE ------------------------------------------------------------ --- W ° EXISTING 16 WATER MAIN 0 ° BIOSWALE AREA W E X LS-Td 0G_TELF 8VO 8VC 8d 9\ 3 8d0 8V3 -_ 8VC 8VC 9z 8VC 8VC 8b EX. SIDEWALK G Ank vi ° ed� � ° big 0 0 8b0 3�n - EXISTING U 3�n NDERG INSTALL: ROUND E m EXISTING � 30n � i V C O CURB INLET PROPOSED 1 2" IRRIGATION METER 30n � TRIC UG c� c, w FDC REFER TO LANDSCAPE � REMOVE AND PLANS FOR CONTINUATION I w z RELOCATE EXISTING FIRE HYDRANT EXISTING TELECOM STA 0+33.36 LINE "W-1" INSTALL: VAULT TO REMAIN I INSTALL: 1-2" DOMESTIC METER � jNG 1-BACKFLOW PREVENTER 1-2" DOMESTIC SERVICE EX PER CITY OF WESTLAKE RETAINING WALL STANDARDS 10.0' END 2 SERVICE 5 FROM WATER POSED STORM DRAIN BEGIN PRIVATE 6" FIRELINE BUILDING FACE '" �"- I MAIN RO REFER TO MEP PLANS EXISTING HEADWALL " I PRO Ll FOR CONTINUATION TO REMAIN C) m J I STA 0 +00.00 LINE "S.S.-1" CONNECT TO EXISTING MANHOLE I PROP. ( v z HEADWALL FL 8"=646.50 (N) / STA 2+53.15 LINE "S.S.-1" ww / / Cj INSTALL" 1-8" DOUBLE CLEANOUT Q I / z Z END 8" SERVICE 5' FROM o 4.5%�- • / I� N � O EXISTING STORM _ • DRAIN HEADWALL > REFER FACE PLANS w 8„ S.S. / / U 0 a 0 m TO BE REMOVED w = N & RELOCATED _ U) FOR CONTINUATION �_ I­ FL 8"=658.00 (S) Z = 0 1�00 I Q W N cwn o 4 5% Q Z a o S S• ®� / INSTALL: O o a" i/ '° CAUTION! I I � _ 8 / 97 LF 8 SANITARY SEWER Lv � (ENCASED) BY BORE EXISTING UTILITIES SHOW w 1 80 1+00 �� / UNDER DOVE ROAD Im ® 45%X / 21- PER AVAILABLE RECORD � 3 F_ �' s i / 200 " DRAWINGS CONTRACTOR TO 0C z / STA 1+30.32 LINE S.S.-1 N FIELD VERIFY LOCATION o E] } v x / STA 176 LINE" S.S.-1"= INSTALL: STA 1+39.20 LINE "W-1" STA 1+79.67 LINE "S.S.-2" EXISTING 10' STA 0+00 LINE" S.S.-2 STD �4' DIA. SSMH SIZE & DEPTHS PRIOR TO m W POSED END 6" FIRELINE 5' FROM INSTALL" 1-8" DOUBLE CLEANOUT WATER INSTALL: FL 8"=652.42 (S) z INSTALLATION OF =w r FIREOSTATION 1 BUILDING FACE END 8" SERVICE 5' FROM 2 EASEMENT o O ( O m m m -8X8 WYE FL 8"=652.42 N) PROPOSED UTILITIES w REFER TO MEP PLANS BUILDING FACE PROPOSED 1-8" DOUBLE CLEANOUT 0 a F.F.E.=665.00 FOR CONTINUATIUON REFER TO MEP PLANS ADMINISTRATIVE 95 g w 5 W 3 FL 8"=654.49 (N) < O m Q m = x FOR CONTINUATION BUILDING FL 8"=654.49 (N) LLJ X FL 8"=656.50 S F.F.E.=666.50 FL 8"- 654.49 (S) Um c 0 0 m W Y Z Q O J H WATER & SANITARY SEWER GENERAL NOTES MANUFACTURED SEAL. N H (N0 6.E. THE SANITARY SEWER NEED NOT BE DISTURBED WHERE A NEW WATERLINE IS TO BE Lv W C4 INSTALLED PARALLEL TO AN EXISTING SEWER THAT SHOWS NO EVIDENCE OF LEAKAGE c0 1. ALL CONCRETE SHALL BE CLASS "A" (3000 PSI), UNLESS OTHERWISE NOTED. AND THE WATERLINE IS INSTALLED ABOVE THE SEWER A MINIMUM OF TWO FEETN O � 2. ALL WATER MAINS SHALL BE PVC C900, DR 18, CLASS 235. FIRE PROTECTION SERVICES VERTICALLY AND FOUR FEET HORIZONTALLY. ISSUED FOR PRELIMINARY PRICING PURPOSES ONLY LL 0 SHALL BE PVC C900, DR 14, CLASS 305 AND INSTALLED IN ACCORDANCE WITH THE DESIGN 6.F. THE SANITARY SEWER NEED NOT BE DISTURBED WHERE A NEW WATERLINE IS TO CROSS w AND SPECIFICATIONS OF THE FIRE PROTECTION PLANS TO BE PREPARED BY A LICENSED FIRE OVER BY TWO FEET OR MORE AN EXISTING SEWER SHOWING NO EVIDENCE OF LEAKAGE. (SUBJECT TO REVISION PRIOR TO CONSTRUCTION) O Z Y PROTECTION CONTRACTOR. SHOULD EXCAVATION FOR THE WATERLINE PRODUCE EVIDENCE THAT THE SEWER IS THESE DOCUMENTS HAVE BEEN PREPARED BY THE ENGINEER WITH THE INTENT OF Q 3. WATER AND SANITARY SEWER SERVICES SHALL MEET PLUMBING CODE REQUIREMENTS. COMPLYING WITH ALL CITY STANDARD REQUIREMENTS. THESE DOCUMENTS HAVE Z Q LEAKING, THE SEWER MUST BE REPAIRED OR REPLACED AS DESCRIBED IN 4. ALL WATER MAINS SHALL HAVE A MINIMUM COVER OF 48 INCHES BELOW IMPROVED FINISHED SUBPARAGRAPH (6.C) OR (6.D). �BEEN APPROVED DREN REVISIONS RELESDM O BE CONSTRUCTION RTRU TION BY THE TO CITY AS OF HILv � N � GRADE, UNLESS OTHERWISE NOTED. O S N 5. SANITARY SEWER PIPE SHALL BE PVC SDR-35. 7. CONTRACTOR TO VERIFY ALL EXISTING SEWER FLOW LINES BEFORE BEGINNING CONSTRUCTION. BY ANY USE OF THESE DOCUMENTS, THE USER AFFIRMS THEIR UNDERSTANDING 0 - Q 6. WHEN WATER MAINS AND SANITARY SEWERS ARE INSTALLED, THEY SHALL BE INSTALLED NO 8. CONTRACTOR SHALL TIE A ONE INCH WIDE PIECE OF RED PLASTIC FLAGGING TO THE END OF of THE PRELIMINARY STATUS OF THE PLANS AND THE POTENTIAL FOR REVISION U- Z 0 5 SEWER SERVICE AND SHALL LEAVE A MINIMUM OF 36 INCHES OF FLAGGING EXPOSED AFTER PRIOR TO ANY CONSTRUCTION. CLOSER TO EACH OTHER THAN NINE FEET IN ALL DIRECTIONS AND PARALLEL LINES MUST BE BACKFILL. AFTER CURB AND PAVING IS COMPLETED, CONTRACTOR SHALL MARK THE INSTALLED IN SEPARATE TRENCHES. WHERE THE NINE FOOT SEPARATION DISTANCE CANNOT LOCATION OF THE SEWER SERVICE ON THE CURB OR ALLEY IN ACCORDANCE WITH THE BE ACHIEVED, THE FOLLOWING GUIDELINES SHALL APPLY: STANDARD CITY SPECIFICATIONS. 0 6.A. WHERE A SANITARY SEWER PARALLELS A WATERLINE, THE SEWER SHALL BE 9, ALL SANITARY SEWER LINES SHALL BE TESTED IN ACCORDANCE WITH THE STANDARD CITY p • ' o CONSTRUCTED OF CAST IRON, DUCTILE IRON, OR PVC MEETING ASTM SPECIFICATIONS SPECIFICATIONS. WITH A PRESSURE RATING OF 150 PSI FOR BOTH THE PIPE AND JOINTS. THE 10. THE UTILITY CONTRACTOR SHALL INSTALL THE WATER SERVICES TO A POINT TWO FEET BACK Q M VERTICAL SEPARATION SHALL BE A MINIMUM OF TWO FEET BETWEEN OUTSIDE OF THE CURB LINE AT A DEPTH OF 12 INCHES. THE METER BOX SHALL BE FURNISHED AND ~ o DIAMETERS AND THE HORIZONTAL SEPARATION SHALL BE A MINIMUM OF FOUR FEET INSTALLED BY THE CONTRACTOR AFTER THE PAVING CONTRACTOR HAS COMPLETED THE FINE y ,� BETWEEN OUTSIDE DIAMETERS. THE SEWER SHALL BE LOCATED BELOW THE WATERLINE. GRADING BEHIND THE BACK OF THE CURB. EACH SERVICE LOCATION SHALL BE MARKED ON NO. DATE REVISION ac i 6.B. WHERE A SANITARY SEWER CROSSES A WATERLINE AND THE SEWER IS CONSTRUCTED THE CURB WITH A BLUE LETTER "W" BY THE UTILITY CONTRACTOR AND TIED TO PROPERTY 7557 RAMBLER ROAD, SUITE 1400 rL N OF CAST IRON, DUCTILE IRON, OR PVC WITH A MINIMUM PRESSURE RATING OF 150 PSI, Pacheco Koch °) AN ABSOLUTE MINIMUM DISTANCE OF 12 INCHES BETWEEN OUTSIDE DIAMETERS SHALL CORNERS ON THE RECORD DRAWINGS. DALLAS, TX 75231 972.235.3031 W BE MAINTAINED AND WATERLINE SHALL BE ENCASED. 11. ALL METER BOXES SHALL BE LOCATED IN NON-TRAFFIC AREAS. TX REG. ENGINEERING FIRM F-14439 LLJY 6.C. WHERE A SANITARY SEWER CROSSES UNDER A WATERLINE AND THE SEWER IS 12. TRENCH BACKFILL MATERIAL SHALL CONFORM TO THE REQUIREMENTS OF NCTCOG ITEM 504.2 TX REG. SURVEYING FIRM LS-10193805 o CONSTRUCTED OF ABS TRUSS PIPE, SIMILAR SEMI-RIGID PLASTIC COMPOSITE PIPE, AND SHALL BE MECHANICALLY COMPACTED IN 6-INCH LIFTS TO THE TOP OF SUBGRADE TOA SITE PLAN SUBMITTAL ti o CLAY PIPE, OR CONCRETE PIPE WITH GASKETED JOINTS, A MINIMUM TWO FOOT MINIMUM OF 95% STANDARD PROCTOR DENSITY IN ACCORDANCE WITH NCTCOG ITEM 504.5 WATER & SANITARY SEWER PLAN Lu J SEPARATION DISTANCE SHALL BE MAINTAINED. IN ADDITION, THE SEWER SHALL BE UNLESS OTHERWISE SHOWN ON THESE PLANS OR STATED IN THE STANDARD CITY LOCATED BELOW THE WATERLINE WHERE POSSIBLE AND ONE LENGTH OF THE SEWER SPECIFICATIONS. PRELIMINARY PIPE MUST BE CENTERED ON THE WATERLINE. 13. EMBEDMENT SHALL CONFORM TO THE REQUIREMENTS OF NCTCOG ITEM 504.5 UNLESS NOT FOR CONSTRUCTION CITY OF WESTLAKE 0 6.D. WHERE A SANITARY SEWER CROSSES OVER A WATERLINE ALL PORTIONS OF THE SEWER OTHERWISE SHOWN ON THESE PLANS OR STATED IN THE STANDARD CITY SPECIFICATIONS. THIS DOCUMENT IS ISSUED FOR THE WITHIN NINE FEET OF THE WATERLINE SHALL BE CONSTRUCTED OF CAST IRON, DUCTILE 14. VALVE BOXES SHALL BE FURNISHED AND SET ON EACH GATE VALVE. AFTER THE FINAL PURPOSE OF SCHEMATIC REVIEW ONLY FIRE STATION NO. 1 o IRON, OR PVC PIPE WITH A PRESSURE RATING OF AT LEAST 150 PSI USING CLEAN-UP AND ALIGNMENT HAS BEEN COMPLETED, THE UTILITY CONTRACTOR SHALL POUR A AND IS NOT INTENDED FOR PERMITTING, z APPROPRIATE ADAPTERS. IN LIEU OF THIS PROCEDURE, THE NEW CONVEYANCE MAY 24"X24"X6" CONCRETE BLOCK AROUND ALL VALVE BOX TOPS LEVEL WITH THE FINISHED BIDDING, OR CONSTRUCTION PURPOSES. 0 N BE ENCASED IN A JOINT OF 150 PSI PRESSURE CLASS PIPE AT LEAST 18 FEET LONG GRADE. PLANS PREPARED UNDER THE DIRECT CITY OF WESTLAKE, TARRANT COUNTY, TEXAS 5:0) AND TWO NOMINAL SIZES LARGER THAN THE NEW CONVEYANCE. THE SPACE AROUND 15. CONTRACTOR SHALL RECONNECT ALL EXISTING SERVICES AND MAINTAIN EXISTING SERVICES SUPERVISION OF JAVIER D. JARAMILLO, P.E. V-) THE CARRIER PIPE SHALL BE SUPPORTED AT FIVE FEET INTERVALS WITH SPACERS OR THROUGHOUT CONSTRUCTION. TEXAS REGISTRATION NO. 91007 Ch °' BE FILLED TO THE SPRING LINE WITH WASHED SAND. THE ENCASEMENT PIPE SHOULD 16. IF REQUIRED DUE TO CONSTRUCTION, POWER POLES TO BE BRACED OR RELOCATED AT DATE: 06/13/2017 DESIGN DRAWN DATE SCALE NOTES FILE NO. w BE CENTERED ON THE CROSSING AND BOTH ENDS SEALED WITH CEMENT GROUT OR CONTRACTOR'S EXPENSE. Z M JDJ AMS JUNE 2017 1"=20' C3.0 0 z C3.0 SITE PLAN SUBMITTAL WATER & SANITARY SEWER PLAN 0 D O LL a DRAINAGE AREA TABLE l� T DRAINAGE AREA Tc 110 1100 Q10 Q100 O L o C COMMENTS • W � o U AREA ID (acres) (minutes) (Inch/hour) (Inch/hour) (cfs) (cfs) w w w w • , Wv 0 30 60 120 180 Z ~ a ~ o m w X N � DA 1 5.03 0.70 10 6.51 9.24 22.92 32.53 DRAINS TO BIOSWALE #1 1 , , _ w 0 � � aLO � w OS 1 2.47 0.40 10 6.51 9.24 6.43 9.13 DRAINS TO OFFSITE WYE INLET 1 , GRAPHIC SCALE IN FEET m Q o 3 OS 2 1.79 0.40 10 6.51 9.24 4.66 6.62 DRAINS TO OFFSITE CURB INLET 1 ' OS 3 3.15 0.40 10 6.51 9.24 8.20 11.64 DRAINS TO OFFSITE CURB INLET , , VA , 1 E G E N o OS 4 5.00 0.40 10 6.51 9.24 13.02 18.48 DRAINS TO OFFSITE WYE INLET , , , B. BOLLARD - - PROPERTY LINE NOTES: , EM® ELECTRIC METER X FENCE PP, POWER POLE 450 PROPOSED CONTOUR 1. OFFSITE DRAINAGE AREAS FROM ENGINEERING RECORD DRAWINGS FOR FIDELITY INVESTMENTS BY 1 , ; LSA LIGHT STANDARD PROPOSED DRAINAGE FLOW DIRECTION CARTER-BURGESS DATED JULY 2001. , , ; , WMo WATER METER Me WATER VALVE 0 0 • • • • PROPOSED 100-YR FLOODPLAIN LIMITS 2. OFFSITE DRAINAGE AREAS FROM ENGINEERING RECORD DRAWINGS HAVE BEEN MODIFIED IN AREAS , , CV® IRRIGATION CONTROL VALVE M M N PROPOSED DRAINAGE DIVIDE WHERE MORE RECENT TOPOGRAPHIC SURVEY IS AVAILABLE AND ALSO BASED ON SITE VISITS, TO FH¢ FIRE HYDRANT BETTER MATCH EXISTING CONDITIONS. Coo CLEANOUT DA 8 PROPOSED DRAINAGE AREA ID jol - - = 431040 MHDo MANHOLE 1.00 AREA IN ACRES 3. RUNOFF COEFFICIENTS FOR THE SITE AREA BASED ON TABLE 1.6 OF THE CITY OF FORT WORTH , ' ' ♦ • 1 Tsc❑ TRAFFIC SIGNAL CONTROL 7.99 0100 IN CUBIC FEET PER SECOND iSWM HYDROLOGY TECHNICAL MANUAL. , , � 1 TSP. TRAFFIC SIGNAL POLE TELE❑ TELEPHONE BOX 4. RAINFALL INTENSITY FOR THE 10 AND 100 YEAR STORMS ARE BASED ON TARRANT COUNTY , 1 FLOOD LIGHT EX 8 EXISTING DRAINAGE AREA ID RAINFALL DATA FROM TABLE 5.15 OF THE iSWM HYDROLOGY TECHNICAL MANUAL. SIGN FLAG POLE TRAFFIC SIGN 1.00 AREA IN ACRES 1 � 7,99 Q�oo IN CUBIC FEET PER SECOND 5. DRAINAGE AREAS OS 1, 2, 3, & 4 DRAIN TO AN OFFSITE 4'X4' WYE INLET THAT DRAINS ONTO THE , 1 PROJECT SIT BY WAY OF SUBSURFACE STORM DRAINAGE. 1 6. ALL RUNOFF FROM THE SITE DRAINS TO A 36" HEADWALL AT THE SOUTH EAST CORNER OF THE SI TE. 1 1 1 WATER QUALITY VOLUME CALCULATIONS Water Quality Design Storm Depth (in)= 1.5 i OS 2 , 1 AREA /o WQV WQV QWV BIOSWALE ID RV 1.79 (ACRES) IMPERVIOUS (acre-ft) (cu-ft) (Inches) 6.62 , , ; #1 5.03 85.0% 0.82 0.512 22322 1.2225 OS 1 1 RV Volumetric Runoff Coefficient 2.47 , , 1 WQV Water Quality Protection Volume 9.13 1 QWV Water Quality Protection Depth OS 4 NOTES: , 5.00 ' 1 L WATER QLUALITY °ALITYI�ECT ON,MREV S DULAT0110NS BASED IN THE iSWM TECHNICAL , MANUA 18.48 1 2. FOR NORTH CENTRAL TEXAS, THE AVERAGE 85TH PERCENTILE ANNUAL RAINFALL 4►4*, , ; , 1 EVENT IS 1.5 INCHES. wwwwwwwwww �� • • ♦ � � � - wwwwwwwwww � w � wwwwwwwwwww �I ♦ , 1 w O Q � O ♦ • Cd 0 04 04 10 1-1 OFFSITE STORM DRAIN AND SWALE to = M O_ ♦ ♦ to ♦ REFER04 FIDELITY INVESTMENTS �TO CONSTRUCTION PLANS ,, I � � N PREPARED BY CARTER-BURGESS , Z OFFSITE DRAINAGE FLOWS Q DATED JULY 2001 FOR DETAILS 0$ EXISTING 4'X4' WYE INLET 1 1 REFER TO CONSTRUCTION PLANS FOR FIDELITY INVESTMENTS PREPARED BY J W 00 CARTER-BURGESS DATED JULY 2001 w < ImIm OS 5 ♦ ♦ ♦• , ', FOR DETAILS 1 13 ♦ QCAP=69.3 cfs O t!1 Z_ 11.64 ' ♦ ♦ ♦ ♦ Q10=32.31 cfs �� , I I O O ~ ♦ • Q100-45.87 cfs U o, Um ID D U m too EX 0: WIVE 14 0- 0 dc Ix X Ix co 10 (0 rT II co Ln Cfl �6� c0CIO � co (.0 co co O PROPOSED FIRE ' 0 STATION d- N (0 F. E.=665.00 I N 00_ �tK Q0 ,. 0 I I N +� r*-. 6� I ISSUED FOR PRELIMINARY PRICING PURPOSES ONLY Lo LL. �� � 67 6' (SUBJECT TO REVISION PRIOR TO CONSTRUCTION) O W Z 4i DA 1 THESE DOCUMENTS HAVE BEEN PREPARED BY THE ENGINEER WITH THE INTENT OF Q Q 682 �, 3 COMPLYING WITH ALL CITY STANDARD REQUIREMENTS. THESE DOCUMENTS HAVE Z \ Oo S \ 5.03 NOT BEEN APPROVED AND RELEASED FOR CONSTRUCTION BY THE CITY AS OF THIS W r N 32.53 ■ 'J F DATE AND, THEREFORE, REVISIONS MAY BE REQUIRED PRIOR TO CONSTRUCTION. BY ANY USE OF THESE DOCUMENTS, THE USER AFFIRMS THEIR UNDERSTANDING O �/ O Q N 681 OF THE PRELIMINARY STATUS OF THE PLANS AND THE POTENTIAL FOR REVISION F_ LL Z G 5 \ I PRIOR TO ANY CONSTRUCTION. � ` o P � II ADM M'jOSED 680 �'' .� 6� �o�o FFE IS�DN�n� Q Z 666, I 679 \ 9 6 NO. DATE REVISION W L CID I I I 7557 RAMBLER ROAD, SUITE 1400 UL cli Q0 � Pacheco Koch DALLAS, TX 75231 972.235.3031 Y 0 678 \ U0 � N aQ0 Lf� °f'� Ex TX REG. SURTX REG. IVEYING FIRM NEERING FIRM LS 1 193805 JLLJ SITE PLAN SUBMITTAL w Q0 Q0o PROPOSED DRAINAGE AREA MAP Lu PRELIMINARY NOT FOR CONSTRUCTION CITY OF WESTLAKE THIS DOCUMENT IS ISSUED FOR THE FIRE STATION NO. 1 PURPOSE OF SCHEMATIC REVIEW ONLY o AND IS NOT INTENDED FOR PERMITTING, Z CO ,bD � ^ EX NURRBB BIDDING, OR CONSTRUCTION PURPOSES. 0 EXISTING HEADWA L CAPACITY Un �\ `��po 0) ����� BASED ON TXDOT 0 YEAR STORM SUPERVISION OFPLANS R AVIERED ND.E ARAMIL OR THE IRP ET CITY OF WESTLAKE, TARRANT COUNTY TEXAS Q 69.06 cfs ' w co _eco �� \ CAP= TEXAS REGISTRATION NO. 91007 � r- PO -ta - (o o Q10=55.23 cfs DATE: 06/13/2017 DESIGN DRAWN DATE SCALE NOTES FILE NO. w o I c�`O- �°' Q100=78.40 cfs Y� 0NEX.CURB JDJ AMS 1"=60' C4■0 INLET 2 � 0 z C4.0 SITE PLAN SUBMITTAL PROPOSED DRAINAGE AREA MAP 0 D O LL a 1 1� G O � o Lo w o u wu "' "'Lu N oa I 0 10 20 40 60 Z ~ apXCO � com O OV v) Lu GRAPHIC SCALE IN FEET m = a 4 3 ca Mv) aNl 0 I I L_ I— � I— � o B. BOLLARD ❑ EM® ELECTRIC METER m I PP, POWER POLE Q I LSA LIGHT STANDARD WMo WATER METER a Me WATER VALVE GV® IRRIGATION CONTROL VALVE Fc� FIRE HYDRANT x x x x x x x x x x x x x x x MHO MANHOLEo. CLEANOUT O TSG0 TRAFFIC SIGNAL CONTROL TSP, TRAFFIC SIGNAL POLE TELE0 TELEPHONE BOX � FLOOD LIGHT m FP. FLAG POLE v SIGNS TRAFFIC SIGN IRs 1/2-INCH IRON ROD (C.M.) CONTROLLING MONUMENT P SET PROPERTY LINE m X FENCE Q u OHL OVERHEAD UTILITY LINE E UNDERGROUND ELECTRIC LINE T UNDERGROUND TELEPHONE LINE G UNDERGROUND CABLE LINE o m i 6"w UNDERGROUND WATER LINE 0 0 i 6"ss UNDERGROUND CABLE LINE v_o � z PROPOSED m FIRE STATION F.F.E.=665.00 GRADING & DRAINAGE GENERAL NOTES I 1. REFER TO GEOTECHNICAL REPORT FOR REQUIREMENTS REGARDING FILL COMPACTION AND MOISTURE CONTENT. 2. UNLESS NOTED, ALL FILL IS TO BE COMPACTED TO A MINIMUM OF 95% STANDARD PROCTOR DENSITY WITHIN 3% OF OPTIMUM MOISTURE CONTENT. FILL TO BE PLACED IN MAXIMUM LIFTS OF 6 INCHES. 3. SIDEWALKS AND ACCESSIBLE ROUTES SHALL HAVE A RUNNING SLOPE NO GREATER THAN 5% (UNLESS OTHERWISE NOTED) AND A CROSS SLOPE NO GREATER THAN 2%. 4. GRADING OF ALL HANDICAPPED SPACES AND ROUTES TO CONFORM TO FEDERAL, STATE, AND LOCAL GUIDELINES. 5. ALL PROPOSED AND EXISTING GRADES IN NON-PAVED AREAS ARE "FINISHED GRADE" • °' (i.e. IN LANDSCAPE BEDS, TOP OF MULCH BEDDING MATERIAL). Z 6. UNLESS NOTED, STORM DRAIN LINES SHALL BE OF THE FOLLOWING MATERIALS AND r,-. N O O I INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS: � Q 0 O 6.A. RCP C-76, CLASS III U 14 04N 6.B. ADS N-12 1-1 • m 6.C. HANCOR HI-Q = M 6.D. CONTECH ALUMINIZED ULTRA FLOW N • ITo - Q I 7. UNLESS NOTED, GRATE INLETS TO BE "FORTERRA PIPE AND PRECAST" CATCH BASIN Q Z SIZED AS SHOWN, OR APPROVED EQUAL. • 8. FINAL PAVING, CURB, AND SIDEWALK ELEVATIONS WILL BE PLACED AT PLUS OR MINUS G 0.03 FOOT. a: Q LL_ 9. REFER TO LANDSCAPE SPECIFICATIONS FOR SEEDING AND SODDING REQUIREMENTS. m u10.I 10. ANY CONCRETE, ROCK, OR MATERIAL DEEMED BY THE ENGINEER TO BE UNSUITABLE 3 FOR SUBGRADE SHALL BE DISPOSED OF OFFSITE AT CONTRACTOR'S EXPENSE. O t!1 Z 11. TRENCH BACKFILL MATERIAL SHALL CONFORM TO THE REQUIREMENTS OF NCTCOG ITEM = 504.2 AND SHALL BE MECHANICALLY COMPACTED IN 6-INCH LIFTS TO THE TOP OF N� SO } U SUBGRADE TO A MINIMUM OF 95% STANDARD PROCTOR DENSITY IN ACCORDANCE WITH ZZ NCTCOG ITEM 504.5 UNLESS OTHERWISE SHOWN ON THESE PLANS OR STATED IN THE =W r m ) STANDARD CITY SPECIFICATIONS. O m W 0 12. EMBEDMENT SHALL CONFORM TO THE REQUIREMENTS OF NCTCOG ITEM 504.5 UNLESS W a = OTHERWISE SHOWN ON THESE PLANS OR STATED IN THE STANDARD CITY 95 SPECIFICATIONS. O Q 3 ° mQ I 0 I 13. A ROUND MANHOLE COVER MEETING CITY SPECIFICATIONS SHALL BE PLACED IN ALL U m D C U OC m u INLET TOPS NEAR THE OUTLET PIPE. 14. ALL CONCRETE FOR INLETS AND DRAINAGE STRUCTURES SHALL CONFORM TO NCTCOG J ITEM 702.2.4, CLASS "A" (3000 PSI) UNLESS OTHERWISE SHOWN ON THESE PLANS OR Lj I STATED IN STANDARD CITY SPECIFICATIONS. Y Z m 15. CRUSHED STONE BEDDING OR APPROVED EQUAL SHALL BE PROVIDED BY THE Q O UGr m Q CONTRACTOR WHEN ROCK IS ENCOUNTERED IN TRENCHES. THERE SHALL BE NO J PROPOSED cbG E m 16. FDRITIONAL EQUIREDPAY DUEITEM FOR CRUSHED STONE TO CONSTRUCTION, POWERBPOL SG TO BE BRACED OR RELOCATED AT (.0 Q N ADMINISTRATIVE BUILDING Q I CONTRACTOR'S EXPENSE. Ld (n C4 F.F.E.=666.50 j m > \ \ ISSUED FOR PRELIMINARY PRICING PURPOSES ONLY LL. o \ I I (SUBJECT TO REVISION PRIOR TO CONSTRUCTION) 0 LJJ G W o Z THESE DOCUMENTS HAVE BEEN PREPARED BY THE ENGINEER WITH THE INTENT OF � Q Y Lit m COMPLYING WITH ALL CITY STANDARD REQUIREMENTS. THESE DOCUMENTS HAVE Z W N Fa NOT BEEN APPROVED AND RELEASED FOR CONSTRUCTION BY THE CITY AS OF THIS 5 Q I DATE AND, THEREFORE, REVISIONS MAY BE REQUIRED PRIOR TO CONSTRUCTION. O L/ 0 Q N U I BY ANY USE OF THESE DOCUMENTS, THE USER AFFIRMS THEIR UNDERSTANDING OF THE PRELIMINARY STATUS OF THE PLANS AND THE POTENTIAL FOR REVISION Ff LL Z G 5 PRIOR TO ANY CONSTRUCTION. \ \ oco Cn m o \ j m I I W Q NO. DATE REVISION LO \ \ I I 7557 RAMBLER ROAD, SUITE 1400 rL DALLAS, TX 75231 972.235.3031 Y cli Pacheco Koch ,n TX REG. ENGINEERING FIRM F-14439 o TX REG. SURVEYING FIRM LS-10193805 � I- 0 SITE PLAN SUBMITTAL STORM SEWER PLAN W J PRELIMINARY CITY OF WESTLAKE NOT FOR CONSTRUCTION o THIS DOCUMENT IS ISSUED FOR THE FIRE STATION NO. 1 PURPOSE OF SCHEMATIC REVIEW ONLY AND IS NOT INTENDED FOR PERMITTING, Z C� BIDDING, OR CONSTRUCTION PURPOSES. 0 CO N PLANS PREPARED UNDER THE DIRECT CITY OF WESTLAKE M SUPERVISION OF JAVIER D. JARAMILLO, P.E. TARRANT COUNTY, TEXAS W TEXAS REGISTRATION NO. 91007 �; DATE: 06/13/2017 DESIGN DRAWN DATE SCALE NOTES FILE NO. Ld � o i c� Y Z M JDJ AMS JUNE 1"=20' C4.1 2017 0 z C4.1 SITE PLAN SUBMITTAL STORM SEWER PLAN 0 D O LL TREE LINE 6 6 6� 66 00 66� 666 Zfm�\TC 662.44 m 0 6> > > cA TC 663.94 a O 0 3 o / G 661.94 G 663.44 �' o Z w � u - - - - Lu ^ u - - - - - - - � - - - X - - x X x x x TC 659.78 a'V (n V) TC 672.40 I� �I G 659.28 I o L- 3 G 671.90 m � 2 rz � � ° o' TC 672.80 �9 TC 664.58 U M a 3 G 672.30 9 EL .0 I O V W J G 664.08 ca L 665.0 I LtJ I TC 660.30 \ ' G 659.80 TC 670.28 � TC 670.22 TC 666.64 TC 665.02 O TC 671.91 G 669.78 G 669.72 G 666.14 TC 662.07 _ G 671.41 TC 669.42 G 664.52 TC 672.99 ! � G 668.92 6' G 661.57 Q U � \ \ EL 673.73 G 672.49 �-� PROPOSED (0 (0 (0 TC 672.97 TC 671.32 O FIRE STATION c0 co co co O \ G 672.47 G 670.82 I F.F.E.=665.00 TC 671.00 TC 666.56 2.0% ♦ \ TC 675.00 G 670.50 �C 669.050 G 666.06 MAX G 659.059 TC 659.30 G 674.50 to \ �J , G 658.80 ` ♦ � TC 671.90 6 G 671.40 TW 668.80 / ♦ �6 TC 674.50 TC 664.57 \ \ G 674.00 6�A N L 668.80 TC 667.16 G 664.07 TC 665.44 TC 664.51 660.8 ♦ 1 G 666.66 GC 660.39 GC 6657.69 \ \ \ G 664.94 G 664.01 , 6' \ 6'� EL 671.32 TW 666.22 \ 0s \ TC 676.80 6, 667.50 G 676.30 \ L 71.40 662.50 TC 676.21 **41 \ O 4.0% TC G 662.00 \ G 675.71 C G676.00 EL 6676.50 7\0.43 N \ EL 67 .50 L X68.00 � `D Q � O TW 668.00 C9 o / Q Q Goc r 9 9 9 0 NQQ Q0 I 6) (_o Qo O EL16 9.02 66 .00 EL 65.00 mQ = TC 675.15 \ EL 69.05 , \ G 674.65 \ TC 668.22 \ \ G 667.72 TC 668.97 666 13.gq \ \ \ G 661.47 � I O TC 669.60 666.20 m G 669.10 EL PROPOSED 0) Q 666.10 �9e ♦ \ L 665. 2 ADMINISTRATIVE EL 666.50 Q \ �F ♦ \ TC 668.62 EL 6 5.82 UILDING m > TC 670.30 F.F.E.=666.50 EL 666.2 Q .� G 669.80 G 668.12 � Q Tiy ` TC 669.30 O EL 666.30 � 7 G 668.80 co g I 0 15 30 60 90 y� O 3) (0 \ \O'�.410N \ 5'i QC a coo I w m O �� TC 665.73 TC 665.37 G 664.87 Q I GRAPHIC SCALE IN FEET cfl\ x'1',9 G 665.23 1 E G E � o \ �J 6� TC 666.00 L 664.03 EL 666.50 / I Z G 665.50 cn Ls LIGHT STANDARD \ �� \1G O wMo WATER METER \ Q 6 TC 667.16 I EL 666.30 I I U N Q 7') 00 Wv® WATER VALVE \ ♦ G 666.66 co N U r icv® IRRIGATION CONTROL VALVE ` TC 666.71 TC 664.10 � I = M � FH¢ FIRE HYDRANT \ \ 6'� G 666.21 G 663.60 0 ® 0 EL 664. 7 (o o U N co CLEANOUT (_00�q TC 665.63 TC 664.55 I I Q Z MHOO MANHOLE 0 G 664.05 � N O c� SIGN TRAFFIC SIGN \ \ 6 ,/ G 665.13 Qo - PROPERTY LINE TC 668.16 0 Q0 cc `�' / Q x 6 FENCE G 667.66 ♦ \ 0� 66O co v \ 0 rn rn I h � I W oHL OVERHEAD UTILITY LINE � 6� 6' 6� rn �o Q m TC 667.71 O ♦ tr' �O �� I 613 EXIST CONTOUR G 667.21 6' 66 I soh I � 3 m 612.39 EXIST SPOT ELEVATION \ 69 Tc 612.39 EXIST TOP OF CURB ELEVATION TC 665.58 Ch1 I I C4 S Z G 612.39 TC 666.27 �o H G 665.08 EXIST GUTTER ELEVATION h O p� 400 PROPOSED CONTOUR \ G �6 TC 665.06 666.21C 71 - - _ I I W r m w TC 614.50 PROPOSED TOP OF CURB ELEVATION \ G 664.56 - I m m W 0 G 614.00 PROPOSED GUTTER ELEVATION EL 614.25 \ ` 8.0% 0 a PROPOSED SPOT ELEVATION 0-O < W3 TC 667.28 MG. MATCH EXISTING GRADE G 666.78 � \ L 650. I U m G C U m TW 620.50 PROPOSED TOP OF WALL ELEVATION -Wft Now EL 614.00 PROPOSED GROUND ELEVATION AT \ BOTTOM OF WALL \ TC 663.10 w --- PROPOSED SWALE G 662.60 _ m I I Y Z J O x PROPOSED FENCE EL 661.88 PROPOSED DRAINAGE FLOW DIRECTION \ EL 661.94 \ ~ PROPOSED 100-YR FLOODPLAIN LIMITS EL 65 .56 N < (0 \ EL 65 .47 w V) N � N o (0 ISSUED FOR PRELIMINARY PRICING PURPOSES ONLY LL. W o GRADING & DRAINAGE GENERAL NOTES (SUBJECT TO REVISION PRIOR TO CONSTRUCTION) o Z W THESE DOCUMENTS HAVE BEEN PREPARED BY THE ENGINEER WITH THE INTENT OFZ Q Q 1. REFER TO GEOTECHNICAL REPORT FOR REQUIREMENTS REGARDING FILL COMPACTION AND MOISTURE CONTENT. COMPLYING WITH ALL CITY STANDARD REQUIREMENTS. THESE DOCUMENTS HAVE 2. UNLESS NOTED, ALL FILL IS TO BE COMPACTED TO A MINIMUM OF 95% STANDARD PROCTOR DENSITY WITHIN 3% NOT BEEN APPROVED AND RELEASED FOR CONSTRUCTION BY THE CITY AS OF THISN OF OPTIMUM MOISTURE CONTENT. FILL TO BE PLACED IN MAXIMUM LIFTS OF 6 INCHES. DATE AND, THEREFORE, REVISIONS MAY BE REQUIRED PRIOR TO CONSTRUCTION. 0 L O S N BY ANY USE OF THESE DOCUMENTS, THE USER AFFIRMS THEIR UNDERSTANDING Q 3. SIDEWALKS AND ACCESSIBLE ROUTES SHALL HAVE A RUNNING SLOPE NO GREATER THAN 5% (UNLESS OTHERWISE of THE PRELIMINARY STATUS OF THE PLANS AND THE POTENTIAL FOR REVISION H LL- Z o NOTED) AND A CROSS SLOPE NO GREATER THAN 2%. PRIOR TO ANY CONSTRUCTION. 4. GRADING OF ALL HANDICAPPED SPACES AND ROUTES TO CONFORM TO FEDERAL, STATE, AND LOCAL GUIDELINES. 5. ALL PROPOSED AND EXISTING GRADES IN NON-PAVED AREAS ARE "FINISHED GRADE" (i.e. IN LANDSCAPE BEDS, 0 TOP OF MULCH/BEDDING MATERIAL). Z 0 6. UNLESS NOTED, STORM DRAIN LINES SHALL BE OF THE FOLLOWING MATERIALS AND INSTALLED IN ACCORDANCE O ' Q WITH MANUFACTURER'S SPECIFICATIONS: 6.A. RCP C-76, CLASS III 6.B. ADS N-12 cq 6.C. HANCOR HI-Q NO. DATE REVISION W I 6.D. CONTECH ALUMINIZED ULTRA FLOW i7. UNLESS NOTED, GRATE INLETS TO BE "FORTERRA PIPE AND PRECAST" CATCH BASIN SIZED AS SHOWN, OR Pacheco Koch 7557 RAMBLER ROAD, SUITE 1400 APPROVED EQUAL. DALLAS, TX 75231 972.235.3031 LV LO 8. FINAL PAVING, CURB, AND SIDEWALK ELEVATIONS WILL BE PLACED AT PLUS OR MINUS 0.03 FOOT. TX REG. ENGINEERING FIRM F-14439 LLJ 9. REFER TO LANDSCAPE SPECIFICATIONS FOR SEEDING AND SODDING REQUIREMENTS. TX REG. SURVEYING FIRM LS-10193805 0 10. ANY CONCRETE, ROCK, OR MATERIAL DEEMED BY THE ENGINEER TO BE UNSUITABLE FOR SUBGRADE SHALL BE DISPOSED OF OFFSITE AT CONTRACTOR'S EXPENSE. SITE PLAN SUBMITTAL GRADING P LAN w J 11. TRENCH BACKFILL MATERIAL SHALL CONFORM TO THE REQUIREMENTS OF NCTCOG ITEM 504.2 AND SHALL BE �'-, MECHANICALLY COMPACTED IN 6-INCH LIFTS TO THE TOP OF SUBGRADE TO A MINIMUM OF 95% STANDARD PRELIMINARY CITY OF WESTLAKE PROCTOR DENSITY IN ACCORDANCE WITH NCTCOG ITEM 504.5 UNLESS OTHERWISE SHOWN ON THESE PLANS OR NOT FOR CONSTRUCTION o STATED IN THE STANDARD CITY SPECIFICATIONS. THIS DOCUMENT IS ISSUED FOR THE FIRE STATION NO. 1 12. EMBEDMENT SHALL CONFORM TO THE REQUIREMENTS OF NCTCOG ITEM 504.5 UNLESS OTHERWISE SHOWN ON PURPOSE OF SCHEMATIC REVIEW ONLY o THESE PLANS OR STATED IN THE STANDARD CITY SPECIFICATIONS. AND IS NOT INTENDED FOR PERMITTING, z 13. A ROUND MANHOLE COVER MEETING CITY SPECIFICATIONS SHALL BE PLACED IN ALL INLET TOPS NEAR THE BIDDING, OR CONSTRUCTION PURPOSES. 0 N OUTLET PIPE. �� �� PLANS PREPARED UNDER THE DIRECT CITY OF WESTLAKE, TARRANT COUNTY, TEXAS M 14. ALL CONCRETE FOR INLETS AND DRAINAGE STRUCTURES SHALL CONFORM TO NCTCOG ITEM 702.2.4, CLASS A SUPERVISION OF JAVIER D. JARAMILLO, P.E. W (3000 PSI) UNLESS OTHERWISE SHOWN ON THESE PLANS OR STATED IN STANDARD CITY SPECIFICATIONS. TEXAS REGISTRATION NO. 91007 '0 15. CRUSHED STONE BEDDING OR APPROVED EQUAL SHALL BE PROVIDED BY THE CONTRACTOR WHEN ROCK IS DATE: 06/13/2017 DESIGN DRAWN DATE SCALE NOTES FILE NO. moi Y 01 ENCOUNTERED ENCOUNTERED IN TRENCHES. THERE SHALL BE NO ADDITIONAL PAY ITEM FOR CRUSHED STONE BEDDING. \� 16. IF REQUIRED DUE TO CONSTRUCTION, POWER POLES TO BE BRACED OR RELOCATED AT CONTRACTOR'S EXPENSE. JDJ AMS 20N� 1"=30' C5.0 0 z C500 SITE PLAN SUBMITTAL GRADING PLAN 0 DG 0 rn F- EX D I 3 WYE r Vf INLET EX. TREE LINE PROP SCREEN Z _ WALL PROPOSED TxDOT >-N Lu LO o = — — —S� — — x x x x SIGNALIZED MEDIAN u 7CROSSING I Z ON t' a o Lu c 3 FUTURE DIESEL PUMP PAD 3 = Ln �- CN fLn n CN I � OV �, wa �; 3 J I I mQ MDo � 3 PROP. PARKING--,,,,. I� I KEYPAD/ACCESS CONTROL PROP. BFR PER FIRE STATION CITY OF PROP. GATE F.F.E = 665.00 WESTLAKE o STANDARDS \ '7 C�RBSABLE ♦ \ '7 0 0 \ p p I o PROP. ♦ \ DUMPSTERS ILONGITUDI AL TOWN OF WESTLAKE COMMERCIAL DRIVEWAY BUTT JOIT ♦ APPROACH ♦ ♦ \ PROP. SCREEN \ \ WALL PROP. RETAINING WALL O PROPOSE HEADWALL TOWN 0 \ COMMERCIAL DRIVE \ Q APPROACH \ EX. TREE TO EXISTING TELECOM REMAIN L BU �DOINT INAL VAULT TO REMAIN 0 J OI \ \ C7 \ \ 10 WATER LINE I EASEMENT I \ \ PROP. RAIN GARDEN 17- REFER TO co 0 \ ANDSCAPE PLANS 3: Ld �• m ADMINISTRATIVE J I a BUILDING N > F.F.E = 666.50 V O EX. TREE TO REMAIN (TYP) I I 1 30 60 \ ♦ \ 0 5 9 0 �J ♦ \ Z \ I _ GRAPHIC SCALE IN FEET \ ` \ \ ^ 20 N O \ ♦ I I U N a 0 0 W • m MHI I ~ M OO MANHOLE \ ` X VISIBILITY Lf) U � � PROPERTY LINE ♦ ♦ EASEMENT CABINET v N o L x FENCE ` A, SLIDE 11040 D a Z SIDEWALK AREAS \ \ P.R.T.C.T. I I D 4" REINFORCED CONCRETE \ ♦ PROP. P . FLAG Ex. cuRe EX. CURB W (3000 PSI) ` ` I INLET I INLETI Q Im PARKING AND DRIVE AREAS, \ 5" REINFORCED CONCRETE PAVEMENT ` I I I O Cn Z (3,000 PSI, #3 BARS @ 18" O.C.E.W.) \ \ @ 9 H \ $ EXISTING TELECOM O m W FIRE LANE AND HEAVY DUTY PAVEMENT, \ \ VAULT TO REMAIN Z 9" REINFORCED CONCRETE PAVEMENT \ I I =W > O Q (3,600 PSI, #3 BARS ® 18" O.C.E.W.) ' I I Y a DUMPSTER AREA, \ \ W 3 0 0 0 0 0 0 0 0 7 REINFORCED CONCRETE PAVEMENT EX - O Q w = w (3,500 PSI, #3 BARS @ 18" O.C.E.W.) \ _ HEADWALL U m o c U m \ TOWN OF TLAKE PROPOSED BIOSWALE COMMERCIAL DAY _ ¢ W \ \ APPROACH LONGITUDINAL I Y Z BUTT JOINT PROP. J O \ MONUMENT SIGN EX. CURB ~ Q N _ INLET N H c0 04 PAVING GENERAL NOTES ` N N 1. ALL DIMENSIONS ARE FROM BACK OF CURB UNLESS OTHERWISE NOTED. 2. ALL CONCRETE SHALL CONFORM TO NCTCOG ITEM 303.3.4, CLASS "A" (3000 ISSUED FOR PRELIMINARY PRICING PURPOSES ONLY(SUBJECT TO REVISION PRIOR TO CONSTRUCTION) O W D G PSI) UNLESS OTHERWISE SHOWN ON THESE PLANS, STATED IN STANDARD Z 4j CITY SPECIFICATIONS OR STATED IN TXDOT STANDARD SPECIFICATIONS. THESE DOCUMENTS HAVE BEEN PREPARED BY THE ENGINEER WITH THE INTENT OFZ Q Q 3. SUBGRADE PREPARATION IN RIGHT OF WAY SHALL CONFORM TO STANDARD COMPLYING WITH ALL CITY STANDARD REQUIREMENTS. THESE DOCUMENTS HAVE CITY SPECIFICATIONS OR TXDOT STANDARD SPECIFICATIONS. NOT BEEN APPROVED AND RELEASED FOR CONSTRUCTION BY THE CITY AS OF THIS 3:: W r N DATE AND, THEREFORE, REVISIONS MAY BE REQUIRED PRIOR TO CONSTRUCTION. S N 4. ALL FILL PLACED UNDER PAVING SHALL BE COMPACTED TO 95% STANDARD BY ANY USE OF THESE DOCUMENTS, THE USER AFFIRMS THEIR UNDERSTANDING 0 O Q PROCTOR DENSITY IN 6 INCH LIFTS, UNLESS OTHERWISE NOTED, OR STATED of THE PRELIMINARY STATUS OF THE PLANS AND THE POTENTIAL FOR REVISION LL Z G 5 IN GEOTECH REPORT. REFER TO STRUCTURAL SPECIFICATIONS FOR FILL PRIOR TO ANY CONSTRUCTION. PLACED BENEATH BUILDING AREAS. ALL OTHER FILL AREAS TO BE COMPACTED TO 90% STANDARD PROCTOR. 5. THE CONTRACTOR SHALL SUBMIT A JOINT SPACING PLAN TO THE ENGINEER Z FOR APPROVAL. EXPANSION JOINT SPACING SHALL BE 90' MAXIMUM EACH p WAY WITH NO KEYWAYS AND SAWED DUMMY JOINTS SHALL BE 15' EACH I� > WAY, UNLESS OTHERWISE NOTED. Q 6. TRANSVERSE CONSTRUCTION JOINTS SHALL BE USED AT THE END OF EACH y o DAYS PAVING AND WHERE INTERRUPTIONS SUSPEND OPERATIONS FOR 30 W MINUTES OR MORE. NO. DATE REVISION LO 7. ALL PAVING TO BE REMOVED SHALL BE SAWCUT TO A NEAT LINE, MINIMUM 7557 RAMBLER ROAD, SUITE 1400 LL rn 1-1/2" DEEP, AND THE PAVEMENT REMOVED IN SUCH A MANNER AS TO Pacheco Koch DALLAS, TX 75231 972.235.3031 W PRESERVE THE EXISTING TRANSVERSE REINFORCING STEEL TO THE MAXIMUM TX REG. ENGINEERING FIRM F-14439 Y o EXTENT POSSIBLE. TX REG. SURVEYING FIRM LS-10193805 W N 8. ALL CURB AND GUTTER SHALL BE INTEGRAL WITH THE PAVEMENT AND HAVE Q THE SAME COMPRESSIVE STRENGTH. SITE PLAN SUBMITTAL PAVING PLAN 0 9. PAVEMENT REINFORCEMENT SHALL BE #3 BARS, SPACED AT 18 INCHES PRELIMINARY -Lu CENTER TO CENTER EACH WAY EXCEPT WHERE OTHERWISE NOTED IN THE PLANS OR GEOTECH REPORT. NOT FOR CONSTRUCTION CITY OF WESTLAKE i 011. ALL R STRIPES LAPS HSHALL ALL EBE04DIAMETERS INCHES WIDE, UNLESS OTHERWISE NOTED. THIS DOCUMENT IS ISSUED FOR THE FIRE STATION NO. 1 r� PURPOSE OF SCHEMATIC REVIEW ONLY z 0 12. INSTALLATION AND PLACEMENT OF IRRIGATION SLEEVES AND UTILITY AND IS NOT INTENDED FOR PERMITTING, � CONDUITS SHALL BE IN ACCORDANCE WITH LANDSCAPE ARCHITECT AND MEP BIDDING, OR CONSTRUCTION PURPOSES. 0 CL i PLANS . CONTRACTOR TO VERIFY ALL SLEEVES HAVE BEEN PLACED PRIOR TO PLANS PREPARED UNDER THE DIRECT � r., N PAVING BEING PLACED. SUPERVISION OF JAVIER D. JARAMILLO, P.E. CITY OF WESTLAKE, TARRANT COUNTY, TEXAS W to 13Lii 1-1 . SIDEWALKS AND ACCESSIBLE ROUTES SHALL HAVE A RUNNING SLOPE NO TEXAS REGISTRATION NO. 91007 Ch ,. °; GREATER THAN 5% (UNLESS OTHERWISE NOTED) AND A CROSS SLOPE NO DATE: 06/13/2017 DESIGN DRAWN DATE SCALE NOTES FILE NO. w o GREATER THAN 2%. Z M \� JDJ AMS 2017 1"=30' C6.0 0 z C6.0 SITE PLAN SUBMITTAL PAVING PLAN 0 D O LL EX SREE \\NE m WYE I r Vf LET I I � EX. TREE LINE m ° o -�o > cn 3w A ■ z � > wCNO3 LF) - coCN m Q Ud/ � ro Jv3 Ln mQ � z:,:�) 0 � 3 8 6 co \ o rn FIRE STATION �- � .E = 665.00 /000�� ♦� ♦ ` � sus \ I Lo LO W P OP ED do \ o o°\° o o BI SW E 0 o u 00,0_1 0 �, PRO ED \ 000 °°000HE WAL 00 DOC \ v' 6� o°o° U Q 0 \ \ LL_ � O �, ♦ \ 10 WATER LINE EASEMENT PROPOSE \ \ \ BIOSWAL CIO 0 AD INISTRATIVEql:xF -9e BUILDINGco - 666.50 < O 1�I Tti o Q0 I 0 15 30 60 90 \O 0 I \ pF \ LO GRAPHIC SCALE IN FEET ply Q CO 1 I I , �r� I00 I I z 2 0 0 FH-(> FIRE HYDRANT \ �0�� �h� �� I I U N Q ' N M"OO MANHOLE \ v m I Ln1-1 rsP, TRAFFIC SIGNAL POLE \ �� \ o ISIBI Y I I U� • � PROPERTY LINE \ I N 613EXIST CONTOUR ®® LI E EME CA E o I I Q Z 450 PROPOSED CONTOUR \ \ �'�,� , DE T 0 PROPOSED DRAINAGE FLOW DIRECTION �� s7 u I I \ I EX. CURB EX. CURB W 0 0 0 0'-'0'0 0 � � o '� INLET I INLETI Q Im 000000000000 PROPOSED CONSTRUCTION ENTRANCE 3 ` co `O � I I N V1 Z 1 � s INLET PROTECTION \ ` o \ 0 O O m W =La roo ■ ■ ■ ■ ■ SILT FENCE (LIMITS OF DISTURBED AREA) � I Y a CHECK DAM C0 � I I, 95 0-0 W 3 WA I I Um G C U m c0 X._ PROPOSED BIOSWALE C0 ` ICE _ W co POLLUTION CONTROL GENERAL NOTES ` H 1. THIS PLAN HAS BEEN PREPARED TO PROVIDE MEANS TO PREVENT OR MINIMIZE 18. TO PREVENT DAMAGE TO VEGETATION IN DOWNSTREAM WATER COURSES, LIMIT ANY U E CURB 0 POLLUTION OF STORM WATER. PROPOSED LIME STABILIZATION OPERATIONS TO THAT WHICH CAN BE MIXED AND c9 �N� N LiJ (n C4 2. THE CONSTRUCTION ACTIVITY INCLUDED IN THIS PLAN WILL INCLUDE: COMPACTED BY THE END OF EACH WORK DAY. GEOTEXTILE FABRIC IS NOT W 2.A. CLEARING AND GRUBBING EFFECTIVE IN FILTERING LIME SINCE THE GRAIN SIZE IS SMALLER THAN THE 2.6. ROUGH GRADING OPENING IN THE FABRIC. ISSUED FOR PRELIMINARY PRICING PURPOSES ONLY LL W2.D. o 2.C. FINAL GRADING 19. VEHICLE PARKING AREAS, STAGING AREAS, STOCKPILES, SPOILS, ETC. SHALL BE UTILITY INSTALLATION LOCATED SUCH THAT THEY WILL NOT ADVERSELY AFFECT STORM WATER QUALITY. (SUBJECT TO REVISION PRIOR TO CONSTRUCTION) 0 c 4i 2.E. PAVEMENT INSTALLATION OTHERWISE, COVERING OR ENCIRCLING THE AREAS WITH PROTECTIVE MEASURES THESE DOCUMENTS HAVE BEEN PREPARED BY THE ENGINEER WITH THE INTENT OF Z Q Q 2 .F. BUILDING CONSTRUCTION SHALL BE NECESSARY. COMPLYING WITH ALL CITY STANDARD REQUIREMENTS. THESE DOCUMENTS HAVE 3. THE TOTAL ESTIMATED LAND AREA TO BE DISTURBED IS 4.20 ACRES. 20. STORE ALL TRASH AND BUILDING MATERIALS WASTE IN AN ENCLOSURE UNTIL IT NOT BEEN APPROVED AND RELEASED FOR CONSTRUCTION BY THE CITY AS OF THIS Lu F-j N 4. THE ESTIMATED RUNOFF COEFFICIENT UPON COMPLETION OF THE PROJECT IS 0.70 CAN BE PROPERLY DISPOSED OF AT THE APPROPRIATE OFF-SITE FACILITIES. DATE AND, THEREFORE, REVISIONS MAY BE REQUIRED PRIOR TO CONSTRUCTION. 0O S N THE STORM WATER EXITING THE SITE IS COLLECTED IN AN EXISTING DRAINAGE 21. TRACKING OF SEDIMENT OFF-SITE BY TRUCK TRAFFIC SHALL BE HANDLED THROUGH BY ANY USE OF THESE DOCUMENTS, THE USER AFFIRMS THEIR UNDERSTANDING Q OF THE PRELIMINARY STATUS OF THE PLANS AND THE POTENTIAL FOR REVISION LL. Z D SYSTEM MAINTAINED BY THE CITY OF WESTLAKE, TEXAS. REGULAR CLEANING. PRIOR TO ANY CONSTRUCTION. 5. THE SOILS ON THE SITE ARE GENERALLY EXPANSIVE CLAYS. 22. INSPECTIONS SHALL BE CONDUCTED BY THE PERMITEE ONCE EVERY TWO WEEKS 6. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN EROSION PROTECTION AROUND AND WITHIN 24 HOURS AFTER STORM EVENT OF 0.5 INCHES OR MORE OR ONCE THE WORK AREA PERIMETER AND AT ALL INLET MOUTHS PRIOR TO COMMENCING PER WEEK ON A SPECIFIC PRE-DEFINED DAY. THE INSPECTIONS WILL INCLUDE: WORK AND UNTIL THE WORK AREA HAS BEEN STABILIZED. 22.A. DISTURBED AREAS OF THE SITE THAT HAVE NOT BEEN STABILIZED. 0 7. THE CONTRACTOR WILL REMOVE ALL EXCESS SOIL FROM CONSTRUCTION VEHICLES 22.B. AREAS USED FOR STORAGE OF MATERIALS THAT ARE EXPOSED TO o PRIOR TO EXITING THE SITE. PRECIPITATION. w 8. ALL DISTURBED AREAS WHICH WILL NOT BE RE-DISTURBED MUST BEGIN BEING 22.C. STRUCTURAL CONTROL MEASURES. y STABILIZED IMMEDIATELY BY THE CONTRACTOR TO CONTROL EROSION. THE 22.D. LOCATIONS WHERE VEHICLES ENTER OR EXIT THE SITE. o CONTRACTOR HAS 14 DAYS TO HAVE ALL STABILIZATION AND EROSION CONTROL 22.E. IDENTIFICATIONS OF MEASURES THAT NEED TO BE MAINTAINED, MODIFIED, NO. DATE REVISION uj DEVICES IN PLACE. OR ADDED TO CORRECT PROBLEMS. 7557 RAMBLER ROAD, SUITE 1400 �L N 9. THE CONTRACTOR SHALL UNDERTAKE PROPER METHODS TO REDUCE DUST 23. CONTRACTOR SHALL MINIMIZE THE EXPOSURE OF BUILDING MATERIALS, BUILDING Pacheco Koch DALLAS, TX 75231 972.235.3031 W GENERATION FROM THE SITE. PRODUCTS, CONSTRUCTION WASTES, TRASH, LANDSCAPE MATERIALS, FERTILIZERS, Y 10. THE CONTRACTOR MUST COMPLY WITH FEDERAL, STATE AND LOCAL REGULATIONS PESTICIDES, HERBICIDES, DETERGENTS, SANITARY WASTE AND OTHER MATERIALS TX REG. ENGINEERING FIRM F-14439 REGARDING SEDIMENT AND EROSION CONTROL. PRESENT ON THE SITE TO PRECIPITATION AND TO STORMWATER. TX REG. SURVEYING FIRM LS-10193805 J < 0 11. A COPY OF THIS PLAN, AS PART OF THE SWPPP, MUST BE KEPT AT THE 24. PERMANENTLY STABILIZE EXPOSED SOIL, WITHIN AND ADJACENT TO THE SITE, THAT SITE PLAN SUBMITTAL o C/) CONSTRUCTION FACILITY DURING THE ENTIRE CONSTRUCTION PERIOD. IS DISTURBED BY VEHICLES, GRADING AND OTHER CONSTRUCTION ACTIVITIES. EROSION CONTROL PLAN W J 12. CONSTRUCTION SEQUENCING MUST PROVIDE FOR THE EXCAVATION OF AN ON-SITE 25. CONTAIN ALL RUNOFF FROM MATERIAL USED IN SUBGRADE STABILIZATION. v BASIN AS A SEDIMENT COLLECTION BASIN PRIOR TO THE DISTURBANCE OF GREATER 26. MATERIAL STOCKPILES SHALL BE COVERED BY PLASTIC OR SURROUNDED BY PRELIMINARY CITY OF WESTLAKE THAN 10 ACRES OF LAND. EROSION CONTROL STRUCTURES TO CONTROL SEDIMENT RELEASES. NOT FOR CONSTRUCTION 0 13. ALL FINISHED GRADES ARE TO BE HYDROMULCHED, SPOT SODDED OR SEEDED AND 27. CONTRACTOR SHALL PROTECT SLOPES IN EXCESS OF 15% IN ORDER TO MINIMIZE THIS DOCUMENT IS ISSUED FOR THE FIRE STATION NO. 1 WATERED UNTIL GROWTH IS ESTABLISHED ON AND OFF-SITE. EROSION OF SOILS AND THE DISTURBANCE OF SLOPES. PURPOSE of SCHEMATIC REVIEW ONLY 0 14. A PIT OR WASH OUT BASIN SHALL BE CONSTRUCTED ON-SITE BY THE 28. VEGETATION TO BE PRESERVED WHERE EVER POSSIBLE TO HELP REDUCE EROSION. AND IS NOT INTENDED FOR PERMITTING, z CONTRACTOR FOR THE "WASH OUT" OF CONCRETE TRUCKS. WHERE VEGETATION MUST BE REMOVED, PRESERVE NATIVE TOPSOIL IN ALL AREAS BIDDING, OR CONSTRUCTION PURPOSES. 0 N 15. A BERM OR OTHER SPILL PROTECTION MEASURE SHALL BE USED FOR ANY POSSIBLE. PLANS PREPARED UNDER THE DIRECT CITY OF WESTLAKE, TARRANT COUNTY, TEXAS � M TEMPORARY FUEL STORAGE TANK ON-SITE. 29. MINIMIZE SOIL COMPACTION IN AREAS INTENDED FOR POST CONSTRUCTION SUPERVISION OF JAVIER D. JARAMILLO, P.E. W 16. IF "SUMP" PUMPS ARE USED TO REMOVE WATER FROM EXCAVATED AREAS, FILTER PERVIOUS SURFACE. TEXAS REGISTRATION No. 91007Ch "' THE DISCHARGE TO REMOVE SEDIMENT AND OTHER POLLUTANTS BEFORE THE DATE: 06/13/2017 DESIGN DRAWN DATE SCALE NOTES FILE NO. moi WATER LEAVES THE SITE. Z M JDJ AMS JUNE 1"=30' C7.0 2017 0 z C7.O SITE PLAN SUBMITTAL EROSION CONTROL PLAN 0 D O 1/2-" x 1/2" CONCRETE BLOCKS R.O.W. WIRE SCREEN 1-1/2" FILTER 50' MIN. 1 00 00STONEm ® 1 °115r ° ° ZFL�W o ° ° o ° FLAW Oo o QVDf O 0 10 rle w u ESS THAN 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00° ° L5% SLOPE V) a o Q 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 inZo00000000o0o0o00000000000oo0o00000 d�XISTflVG DROP INLET N� o0 0o0o20200 0 0 000020200 0 00000,490-00000 PAVEMENT 0 0 0 0 0 0 0 0 0 0 0 0 0 00000 0 ~ a Lu a n 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 000 0 0 0 0 � � m 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ° ° = a v 3 00000000000000000000 �00o I ~ N < N 0 ° O U v� w J 200 d ° I SECTION A—A °° a `" zn a " 3 3"-5" ROCK TRANSITION TO NCTCOG ITEM 803.3I PAVED SURFACE "TYPE A RIPRAP" d DROP INLET STEEL OR WOOD POST AT 6' C.C.(MAX.) ° o°o°o°o°00000°o°o° °o°oo°u° _' ,° m L PLAN VIEW ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° POST OPTIONS: 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o c WOOD = 4"x4" OR 3" MIN. DIA. >0000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0000 . a STEEL = 1.33 LBS/FT. MIN. 0°00 xxxxxx 0000 1-1 2" 0 0 00-foo / ° 0000 0 °0° FILTER STONE 0000 00 0` WIRE FABRIC (10 GA. LINE WIRES MIN. 0 0 0 < 12 1/2 GA. INTERMEDIATE WIRES MIN.) )0000o o°c 50' MIN. )0°0° — — 0°00C GRADE TO PREVENT RUNOFF n A 30°0° o°o°c A FROM LEAVING SITE _j D0°0° — — 0°0°c EXISTING MIRAFI 100X OR APPROVED EQUAL 0 D o o — — 0 0 0 0 c 00000000000000000000000000000000000000000000o PAVEMENT D°0°0 — — °o°oc 000000000000000000000000000000000000000000000 ° i1 g ° d X0000 — — 0000 w >0000 0000 CONCRETE > 0 0 _ ANCHOR FABRIC IN 6"x6" VFILTER FABRIC � °o°0 D o c BLOCKS EXISTING UNDERLINER TRENCH. BACKFILL & COMPACT 0 0 0 0 — — o 0 0 o c 0 0 D o C GROUND (MIRAFI 140NL OR FLOW EXIST. GROUND 0000 0000c APPROVED EQUAL) NOTE: D o o 0000< 1/2" x 1/2" GRADE TO DRAIN AWAY FROM 6"\/��/////////////////////// /// 0 0 STABILIZATION AND STREET PAVED cn \\ \�\\\,�\�,\\��\\.\\�� X000 0000 WIRE SCREEN SURFACE. DRAINAGE MUST FLOW IL o 000 Cx 0°0c PROFILE AWAY FROM ENTRANCE. N Q a 6" 000000000000000000° 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ° 0000000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0_ 3 STABILIZED PLAN VIEW CONSTRUCTION 1 ENTRANCE 2 SILT FENCE 3 DROP INLET PROTECTION NOT TO SCALE NOT TO SCALE NOT TO SCALE CU Z I*-. N O U N Q ed O OVERFLOW CONCRETE BLOCK N 1-1 1 1/2" FILTER STONE —� P7 ((0 0o ° U r 0 o°o a a ° ° `i `. °°°°° Q LLJ Z EARTHEN OR ANCHORS ® 4' CENTERS D ROCK BERM ALONG LENGTH OF BERM 1/2" x 1/2" WIRE SCREEN ° - - w PLACED OVER VERTICAL FACE TO PREVENT FILTER STONE FROM W d CURB - - Q m GETTING THROUGH INLET =_ Y __ Im 2"x4" WOOD STUD ° -- FLOW PLACED TO KEEP - - - - O(n Z BLOCKS IN PLACEL - - - - -= 1 -= 1 00 >_ U m ANCHORED SPLASH PAD SECTION VIEW GEO-SYNTHETIC FILTER PLAN VIEW =W r o O FABRIC Y a a0 W 3 Om Q mZ M Um G C U m o �__�tSPoACING - BOTTOM OF UPSTREAM BERM MATCH TOP OF DOWNSTREAM BERM Y Z - - - - - - - — EARTHEN OR Q O "� \ \\ _` F ROCK BERM J BURY BERM \\�� \\\\ \\%\ �% CURB INLET 3 TO 4 INCHES \ ���!\\�\\��\����y _ ANCHORED SPLASH PAD (� \�\\ W (/1 N �O %�!�\��\� \� \� - - GEO-SYNTHETIC FILTER (O BACK OF CURB I I INTO GROUND 5 � � i�i��\�\\\�\ �- FABRIC _ _ °°° ° GEO-SYNTHETIC \'\\\\ \�\\\\� \\\i\\ ii 00p0 0000 FILTER FABRIC j\\,�\ 0 00.o _ _ ° ELEVATION \,,,\,\ N 0000 000000 ISSUED FOR PRELIMINARY PRICING PURPOSES ONLY LL W o ' '0 0 - I II I I II I I II I I II I - 00pO00` 00 (SUBJECT TO REVISION PRIOR TO CONSTRUCTION) D • -00000o°o ° ° ° °° °° ° -'o°6 o 0°°000°000° ANCHORS ® 4' CENTERS Z W °00°°° °°°°°°°°°° ° °°° °°° °°° °°° °°° °°° ALONG LENGTH OF BERM THESE DOCUMENTS HAVE BEEN PREPARED BY THE ENGINEER WITH THE INTENT OF Z \ Q Q ppOo opOppOopppOpO000pOo pOooO0000p0oOo'3 o'o 000 00000°00ppOpppOpppO ppOppOooOpOoppOoO op OOo�� ° °°n0° °°° °00°°°^°°°^°°°°°° °° POINT B TO BE COMPLYING WITH ALL CITY STANDARD REQUIREMENTS. THESE DOCUMENTS HAVE ABOVE POINT A NOT BEEN APPROVED AND RELEASED FOR CONSTRUCTION BY THE CITY AS OF THIS ujr N 2"x4" WOOD STUD 1 1/2" FILTER STONE DATE AND, THEREFORE, REVISIONS MAY BE REQUIRED PRIOR TO CONSTRUCTION. 0 O S (n CONCRETE BLOCK \\ B _ EARTHEN OR - � BY ANY USE OF THESE DOCUMENTS, THE USER AFFIRMS THEIR UNDERSTANDING Q I� _ ROCK BERM _ \/j�, OF THE PRELIMINARY STATUS OF THE PLANS AND THE POTENTIAL FOR REVISION Ff LL. Z G 55 q - - /j�/j�� PRIOR TO ANY CONSTRUCTION. //% PLAN VIEW GEO-SYNTHETIC • • FILTER FABRIC Cn ro SECTION ,Ity C� NO. DATE REVISION W N CURB INLET 7557 RAMBLER ROAD, SUITE 1400 rL PROTECTION CHECK DAMSPacheco Koch DALLAS, TX 75231 972.235.3031 Y ,n4 5TX REG. ENGINEERING FIRM F-14439 o Lij NOT TO SCALE NOT TO SCALE TX REG. SURVEYING FIRM LS-10193805 J SITE PLAN SUBMITTAL C/) o EROSION CONTROL DETAILS PRELIMINARY NOT FOR CONSTRUCTION CITY OF WESTLAKE o THIS DOCUMENT IS ISSUED FOR THE FIRE STATION NO. 1 PURPOSE OF SCHEMATIC REVIEW ONLY AND IS NOT INTENDED FOR PERMITTING, z C� BIDDING, OR CONSTRUCTION PURPOSES. 0 NPLANS PREPARED UNDER THE DIRECT CITY OF WESTLAKE M SUPERVISION OF JAVIER D. JARAMILLO, P.E. TARRANT COUNTY, TEXAS W TEXAS REGISTRATION NO. 91007 �; DATE: 06/13/2017 DESIGN DRAWN DATE SCALE NOTES FILE NO. Ld Ldp I c� Y oJUN E \� JDJ AMS 2017 C7.1 0 z C7.1 SITE PLAN SUBMITTAL EROSION CONTROL DETAILS KEYNOTES C4 � zcn w � >- JOOwT wwo � > zzWp a "—" w � C9 W p z 0 Q w o Q w Z w c) X ,' K J OH G F E D © B 0 g g 7 6 5 4 3 2 1 0 0 � o HIGH ROOF B.O.S. HIGH ROOF B.O.S. OgL - 124'-8 124 -8 LOW ROOF T.O.S. � �. �� ,' LOW ROOF T.O.S. v � 117 -0 Z o O = _ w N U _ MEZZ. MEZZ. 112'-0" i - — — — 112'-0" ',IF � � v � � u PF �V o _ a w a 1. FIRST FLOOR-ADMIN Lu 00 x 3 FIRST FLOOR-ADMIN Q - — m 101' 6" � � Z � h Vi cv 10 6" r c� " — — ` J — _ _ _ _ — _ T F.F. O V n Q �n 3 J J F.F. mQ LOZ' oc7, 100'-0" W Cie 100'-0" I I I EXTERIOR ELEVATION (EAST EXTERIOR ELEVATION OVERALL) (NORTH OVERALL) 2 1/16 11 = 1' 1/16 if = 1 ' A B © D E F G H J K 1 2 ) 40 5)jk 6 O7 8 9 ITHIGH ROOF B.O.S. — — — — — — HIGH ROOF B.O.S. OIL 124 8 - 124, 8., LOW ROOF T.O.S. LOW ROOF T.O.S. 11T-0., J 1 - 4 { MEZZ. 112'-0.. - MEZZ. � T — — — — — — — — — 112'-0„ FIRST S — -. — FIRST FLOOR-ADMIN OIL FIRST FLOOR-ADMIN — _ 100'-0" 01' 6" 101'-6" I I I EXTERIOR ELEVATION (WEST EXTERIOR ELEVATION OVERALL) (SOUTH OVERALL) 41/16 11 = 1'-0ll 3 1 /16 it = 1 '-0" z c� N r � 00 CN N LU M z r 2 -0 r _ u 'o tN CN Q O O w w N O D CN O z Oz z z D � Y CL w U O � Q z 3 U m 0 0 U m W Z � 0 W II­_ NO > � t/f LL O � 0 oX Z W z Y a W H -J 0 0 LU H � Zo3 LU Q 0 O w O z A2.0 100% DESIGN DEVELOPMENT EXTERIOR ELEVATIONS - OVERALL 4 3 F E D 2 KEYNOTES K A2.4 H A2.4 G C A2.4 B A 0440.08 ADHERED NATURAL STONE MASONRY , Z 0440.09 NATURAL STONE MASONRY LINTEL WITH w cn } O O w o DRIP > Z � pQ &uEr 0440.10 NATURAL STONE MASONRY SILL WITH DRIP uj O0 Q p w z J lY 0640.37 WOOD SHUTTERS w U O w 0740.12 PREFINISHED METAL STANDING SEAM w 0 w Q (2 Z Q Lu PANELS (TYPE 2) Z C7 OPEN / 0440.09 0740.28 CLAY TILE ROOF 0440.09 0440.10 0760.03 PREFINISHED METAL GUTTER 0640.37 0740.28 0760.12 PREFINISHED METAL CANOPY GUTTER/ 0760.03 FASCIA 0440.10 HIGH ROOF B.O.S. 0760.13 PREFINISHED METAL FASCIA 124'-8" 0810.04 HOLLOW METAL DOOR AND FRAME ❑❑ ❑❑ ❑❑ ❑❑ ❑❑ ❑❑ ❑❑ ❑❑ ❑❑ ❑❑ D El0810.08 SOLID CORE WOOD DOOR p ❑ ❑❑ ❑❑ ❑❑ ❑❑ ❑❑ ❑❑ ❑❑ ❑❑ ❑❑ [Ell ED] ❑ 0830.17 SECTIONAL DOOR 0840.01 ALUMINUM STOREFRONT LL 0840.02 ALUMINUM STOREFRONT DOOR LOW ROOF T.O.S. OgLQ 0840.07 STRUCTURAL GLASS ENTRANCE 117'-0" / STOREFRONT 0850.01 FIXED ALUMINUM WINDOW p % % % % - " % % % % - " % % % % - " E 0920.18 1" PORTLAND CEMENT STUCCO ON METAL MEZZ 112'-0" 0 O p ZLu Lu 0 =°,:,• '; 0920.19 STUCCO RESURFACING SYSTEM Lu • ,, 1070.12 HEAVY TIMBER TRELLIS F- u Lu Q � a 2650.18 EXTERIOR LIGHTING SCONCE x r - - - - - Z w � 3 Lo an 0u LlLlCC a m V) _ _ _ _FIRST F.F. OL 0440.10 0840.07 0440.08 0760.13 0440.08 2650.18 0810.08 100'-0" 0440.08 0840.01 0440.10 0440.09 2650.18 0830.17 0440.08 0920.18 0440.10 EXTERIOR ELEVATION-EAST-AREA A 1 1/8 if _ 11-o° 9 8 7 65 A2.4 40 3 20 1 1 2 3 4 1 5 61 7 8 9 0440.09 0440.09 A2.4 A3.1 0640.37 0850.01 0440.10 0640.37 04 0.09 0440.10 „'` 04 0.10 - 0760.12 0440.08 ' 'i. �` � HIGH ROOF B.O.S. HIGH ROOF B.O.S. 124'-8" 124'-8" i 'i: 0740.28 -U 1070.12 r �--ZI vv r r LOW ROOF T.O.S. � LOW ROOF T.O.S. 117'-0" 117'-0" 1 MEZZ. OL MEZZ. OL i. 112'-0" 112'-0" 0 i ❑ �� C - c, '1 ❑ Y I r ❑ i < FIRST F.F. - FIRST F.F. 1. a. - 100'-0" 100'-0" TERIOR EXTERIOR 0810.08 OEVATION-NORTH-AREA A ELVATION-SOUTH-AREA A „ , „ Z 7/8a� _ , -o�� Z3 , 8 , -olv, r (' to O 00 LU Md 2 /37-� 4 M Z a B A2.4 C D E F G A2.4 H A2.4 K U r O O O O O O N O N a O 0740.28 0440.09 Q 0440.09 0640.37 0440.08 m 0840.01 0840.01 OPEN 0440.10 0440.09 O Z 0760.03 0440.10 u 2 w m 3•_ .. m 0 a U > Lu ❑❑ ❑❑ ❑❑ ❑❑ ❑❑ � ❑❑ ❑❑ ❑❑ ❑❑ ❑❑ ❑❑ � w ❑❑ ❑❑ ❑❑ ❑❑ ❑❑ ❑❑ ❑❑ [-]El 00 ❑❑ ❑❑ 0U m < 0 U m - - - - - - - - - - - - - - i LOW ROOF T.O.S. } 117'-0" 0760.12 W MEZZ. Q Z - - - x 112'-0" " % H N % % Lu 'C i 0y X LU Z Y FIRST F.F. Z W Q a 100 -0 0440.08 0810.04 O 25 O Q W W _ � 0830.17 \77, 840.02 XT E R I O R 0840.01 0920.19 H � Zp3 LEVATION-WEST-AREA A 41/8° _ 11-o„ 3 20 1) 1 2 3 i I I Lu a 0 HIGH ROOF B.O.S. IGH ROOF B.O.S. 124'-8" 11N'-8" 0440.08 0740.28 0740.12 Z 0760.03 0 LOW ROOF T.O.S. LOW ROOF T.O.S. N 117'-0" 0440.08 117'-0" Lu Lu 1070.12 fx MEZZ. i_ `,`:`.`- MEZZ. 112'-0" }.',' <= '- '�_' �;. 112'-0.. 1070.12 •_ 0920.18 0 Z FIRST F.F. FIRST F.F. OIL loo'-0., 100'-0" EXTERIOR EXTERIOR ELEVATION-NORTH-AREA A 5 1/8 if I-off ELEVATION-SOUTH-AREA A A2* 1 100% DESIGN DEVELOPMENT EXTERIOR ELEVATIONS - AREA A KEYNOTES 0440.08 ADHERED NATURAL STONE MASONRY r3:, z 0440.09 NATURAL STONE MASONRY LINTEL WITH w ( J O O w r DRIP � wo � > z , 0 Lu 0440.10 NATURAL STONE MASONRY SILL WITH DRIP ? j p Z 0470.01 CASTSTONE 2 0470.04 CAST STONE LINTEL WITH DRIP w o Oz O a � z w w ? a. X1,' A3.1 0470.05 CAST STONE SILL WITH DRIP � Q w O Q � 3 5 0640.57 QUARTZ COUNTERTOP WITH SPLASH AS Q C�A3.1 A2.4 SHOWN E' D' .8' �' B' A' � ' 2' 4' 5' 6' Q� 0740.28 CLAY TILE ROOF 0760.12 PREFINISHED METAL CANOPY GUTTER/ FASCIA 0810.04 HOLLOW METAL DOOR AND FRAME 0840.01 ALUMINUM STOREFRONT - - - - - - - - - - - - - - - - - - - - 0840.02 ALUMINUM STOREFRONT DOOR 0920.18 1" PORTLAND CEMENT STUCCO ON METAL LL HIGH ROOF B.O.S. 0740.28 0920.18 HIGH ROOF B.O.S. LATH Q 124'-8° - 0840.01 124'-8" 1070.12 HEAVY TIMBER TRELLIS 0840.01 2650.18 EXTERIOR LIGHTING SCONCE 0440.10 0470.05 O 74 .2 0 0 8 r / 0440.08 O 0920.18 0 O r r FIE 44 r r r r r r r rLuu LOW ROOF T.O.S. _ / _ / / _ / / _ / / _ r r 1.0 Lo - LOW ROOF T.O.S. .10 0 - - 117' AIL 117'- W- 0" 0"� r • r r • - r r r r r r r r - / / 0840.01 - - m 0 2650.18 - - - w - - - - - - - - - - - - - - - - - - - - 3 - Z "j•_ I a o _ MEZZ. 112'-0" 112'-0" N • 3 ' m � n � a � 3 JIF cc 2650.18 / \ h JL UMU FIRST FLOOR-ADMIN - - FIRST FLOOR-ADMIN 101'-6" 0470.05 2650.18 0840.02 2650.18 101'-6" 2650.18 0840.01 0840.01 0760.12 EXTERIOR EXTERIOR ELEVATION-EAST-AREA B ELEVATION-SOUTH-AREA B 2 1/8" = 1'-o" 1/8" = 1 '-o° 5 3 A2.4 A3.1 81 61 0740.28 5' 4' 2' A' B' .3' ®' D' E' 0760.12 0440.09 0840.01 0740.28 I - 0760.12 HIGH ROOF B.O.S. HIGH ROOF B.O.S. 0920.18 124'-8" 0760.12 0810.04 0640.57 - - 0440.10 LOW ROOF T.O.S. _ LOW ROOF T.O.S. Z 117'-0" 11T-0" - I� m 2 O V r (' to O O 00 U N • �l w \ CV MEZZ. MEZZ. 112'- 112'- - M z 0" 0" 96 U N CV 1070.12 �O a O \ \ j'. \ \ 2650.18 _ I / O 0440.08 w - _ _ _ _ _ _ _ _ _ - FIRST FLOOR ADMIN _ � _ - � � FIRST FLOOR ADMIN > � 0810.04 0470.01 0810.04 0470.04 m 1070.12 V) 0470.05 O Z z U w } w _ Lu m m � Z Z 0 O Y a. w U Lu O � a z 3 U m 0 0 U m EXTERIOR EXTERIOR W ELEVATION-NORTH-AREA B ELEVATION-WEST-AREA B a Z 4778.� = 1 -o" 3 1/8 = 1 -o" _o W ~ NO > � t/f O K OH o � Z W Z Y a W � H � 0 0Q - HmZo3 Lu Q 0 O Lu O z A2.2 100% DESIGN DEVELOPMENT EXTERIOR ELEVATIONS - AREA B KEYNOTES 3: 0220.06 EXISTING CONCRETE CURB w O 0 w r 0220.08 EXISTING CONCRETE SIDEWALK w w Oa O- > z w O 0220.14 EXISTING MANHOLE COVER j o Z 0220.18 EXISTING CONCRETE HEADWALL w O z0 a w O Q Lu 0240.01 REMOVE EXISTING TREE o 0240.29 REMOVE EXISTING CONCRETE HEADWALL ? aU � >C/ RE: CIVIL 0310.02 3/4"CHAMFER 0 0330.01 CONCRETE (RE: STRUCTURAL) 3350.01 0330.10 CONCRETE STAIR (ALTERNATE) ® 0330.12 CONCRETE BOLLARD 0240.29 2650.17 0220.08 3230.54 2650.17 3370.04 0360.03 FILL WITH GROUT 3230.55 3230.54 3340.08 3440.01 0550.19 6" PIPE BOLLARD. FILL WITH CONCRETE 3230.41 1050.08 2630.01 02 0550.20 1/2"STEEL PLATE WITH 3/4" DIAMETER O _ PROPERTY . . - - - - � - - - - - - - - - - R SPIKE. EXTEND 2-0 LIGHTNING ARRESTOR � \ LINE BELOW CONCRETE Q • \ a 4Q g I 0550.34 METAL SHIPS LADDER 0550.38 PIPE SLEEVE ° I _ 0550.59 HOT-DIPPED GALVANIZED STEEL PIPE Elip• \ - '� _ a-------------.- pt _�� -------°----- =�---- -- U-BRACKET CLAMP O 0330.12 _.° - ed ' ,T a -.,. \ 3210.35 0790.01 SEALANT WITH BACKER ROD AS REQUIRED Z - \ 10.07 a4- 8X30°12`- 0220.06 \ ° 12Lu Lo 110.02 1010.33 POLE MOUNTED SIGNAGE-"H.C. PARKING w _ ® I/ 0330.12 - - - ed ° _-'�_ a_ ° 32 0: 5 °°, { Y a- `d.a: - 3210.39 u 6'6'°Q \ ° - ra--- 3230.56 a - ° °., .°.a; ahs. ° - 'd a, . ° 3210.10 ONLY"(RE: 3/AC1.2) Ix U � Q o a ° _ 5$ \ °- g' - da° < d� - - -, - as � �d °. ° I 1 �q�, 1010.34 POLE MOUNTED SIGNAGE- Z � Q o � cfl 3 ® a a ° ° - a ' p° 3310.01 "VAN-ACCESSIBLE"(RE. 3/AC1.2) = Y "� co m \ _ 9 Lo a a 4 a r Q ° ° ° 220.0 1180.01 .. . - . 3230.55 d, e! ° W. q b - 0 8 1050.08 HOSE RACKS u M v 3 ° ' AND EMS STATION ° a° a a6, - 1070.03 - WESTLAKE FIRE 0 0.03 GROUND SET FLAGPOLE i \ / ® _ NO 1 - M � o � a �. . . .rte e\ 0220.06 d ° b a, ° a \ a: / 1070.05 FLAGPOLE COLLAR ° e _ o- mQ � � a � 3 01 3230.57 __ d a. ° ° I 0 . ° - d ` Cie 1070.06 FLAGPOLE CLEAT \ °•d Q 1180.01 DUMPSTER(N.LC.) 2110.02 REMOTE FIRE DEPARTMENT SIAMESE F- W CONNECTION • i / d / ® re ° i' 2650.17 \ ° W J 2630.01 EMERGENCY GENERATOR ® ® O i'.. fy 2650.17 LIGHT POLE/FIXTURE ON CONCRETE BASE • 2650.17 W 2650.18 EXTERIOR LIGHTING SCONCE \�O, ° I Q O 2810.07 PARKING KEYPAD/CARD ACCESS CONTROL 0240.01 W ON METAL STANCHION \s�re 3340.08 3120.02 COMPACTED SELECT FILL ® ® qC 3210.02 FREE DRAINING FLEXIBLE BASE COURSE EAST'M.w. \ •', 3210.09 4"CONCRETE SIDEWALK WITH#3'S AT 18" ® ® ` \ o w r \ � > O.C.E.W. M.H. En 3210.10 CONCRETE CURB RAMP PER CITY ° ® \ \ 0550.34 TYP. T REQUIREMENTS \ 2650.17 I 3210.14 CONCRETE PAVING(RE, CIVIL) 3210.24 PRE-CAST CONCRETE PAVING UNITS WITH \ 2 I TRUNCATED DOMES(ADA COMPLIANT) ® I 3210.30 6 CONCRETE CURB (WITH GUTTER AS ® \ AS1.2 REQUIRED)(RE: CIVIL) a ° d. 3210.35 FIRE LANE STRIPING PER CITY ® m � ES � l ° A REQUIREMENTS - - K • ° E ® a° '4D/�/// F�R� � i � � 3210.37 WHEEL STOP(6'-0" LONG). DRILL AND DOWEL INTO PAVING ' 3210.39 LOW ROLL-OVER CURB RE:CIVIL 3230.41 TUBE STEEL GATE ( ) • 2650.17 ° 3230.53 MONUMENT SIGN W i 3230.54 6'-0" INDUSTRIAL GRADE STEEL PICKET FENCE 3230.55 8'-0" MASONRY SCREEN WALL 2650.18 TYP. I 3230.56 8'-0" METAL GATE ON GALVANIZED STEEL 3230.57 POSTS °d 0330.10 3230.57 STONE VENEER MASONRY RETAINING WALL 1070.03 I i 3310.01 FIRE HYDRANT(RE. CIVIL/PLUMBING) 3340.08 CONCRETE HEADWALL(RE: CIVIL) ® ® 2650.17 I ° ° 3350.01 DIESEL FUELING STATION _ I 3370.04 TRANSFORMER WITH CONCRETE PAD PER • . 2650.17 ° a ° I POWER COMPANY REQUIREMENTS 0 ° ° I 3370.08 BARE COPPER GROUND ® ® 3310.01 d d 0220.18 I 0220.08 3440.01 TRAFFIC SIGNALS (RE: CIVIL) ® '/6/"0,,2 3230.53 ' ® ° I Y U Z I� - i O O N p H 0 - u o6 H M Q U N = r U CV O Q p O Lu /� OD SITE PLAN ,, � co N 1 " = 40'-0" o O PLAN TRUE w m u NORTH NORTH >_ w _ � m Z Z 0 � Y a. Lu U Lu O � Q z 3 U m 0 0 U m 1010.33 RESERVED ARKING SITE LEGEND W 1010.34 1070.03 cEs IS VAN J O LANDING WITH 2% 0360.03 PATTER DESCRIPTION ~ 0790.01 1070.03 H � N MAX.SLOPE 0310.02 Lu a 110 1070.06 0 O ° 1070.05 (RUBBED) N O j 6'-0" 5'-0" 6'-0" ~w o III¢ IIii - 0550.59 EXISTING PAVING H 0 LL H eh aLa 3'-0" MIN. m i t fi 41 . O 0 w 0790.01 441I - „ Z 3370.08 III IJ. J l N o z_ W a Q Co z, �. Lu . Vf NEW PAVING O O Q W 3210.37 0550.19 a Z 0 Z 4". 3210.14 0330.01 TYP. 0790.01 LANDING - 3210.24 WITH 2% -----JJ 3210.30 3120.02 0330.01 (� I. MAX. SLOPE I I 0550.38 JJ 3210.09 0360.03 III III 47III III NEW SIDEWALK 0550.20 , \ a r o NOTE: PROVIDE PER BIOSWELL r is SITE PLAN ONE EACH c M ° 0330.01 N HC PARKING SPACE 0550.20 V, .4, 2'-0" Q Lu Ov DIA. J� QP C CURB RAMP WHEEL STOP DETAIL BOLLARD LG POLE LIGHT POLE BASE H.C. SIGN 7 ',�8" _ , '_0" 6 , ,�2" _ , '_0" 5 ,�2" _ ,'_0" 4 !,72i' = 3 ,�2" = 2 1/2" _ 1 1-011 0 Lu 0 Z Asi * 1 100% DESIGN DEVELOPMENT ARCHITECTURAL SITE PLAN I I II ° 0 I I II \ � / I II TUBULAR STEEL FENCE L �� PARKING LANDSCAPE SCREEN 101 102 if quit 1 I I II I o 103 O ®®osa \ � / 105 0 UNDERGROUND 106 UTILITY E akk ° o / ago% 104 • \ C \ v®®uooaa®®° TONE CLAD I \ Q S o ®® I \ LL • \\ , o \ LLL o®®®® a®®®°®® DUMPSTER ENCLOSURE LLLLLLLL \ LLLLLLLLLLL SCREENING I I ¢ LLLLLL LLLLLL I • LLLLLLLLLLL L ' �� > 3S ®a000a®v ' J % �aoo�av®vmmp° ®�m 0 / II 0 . I � 108 i �1 V15IBILI Z L Q O w � 7-4 . o \ I 109 j I TRIANG E W N LO _ �U 0 � " � ) 0 0 \ \ Suu_3 \ + j gI P. o TUBULAR STEEL FENCE " jI W `� x Z > LU C? ° W/STONE COLUMNS BI05WALE o® ��0 ° 'I ;�� 0 U n w < � 3 ° PRIVACY SCREENING `..;' j; 'I L h ¢ F VISIBILITY EXIST. TREE 3 ° TRIANG E (TYP.) \ ®`°® \ TO REMAIN 1 \ o0 Q r> o \ 100 • "' I 13I05WALE • \` \ � O \ \ 1 LL � 0 1 ` I II V LLL '? OPEN LAWN I �� • TREE SURVEY SCALE 1" = 40' , I I C) ILLQ TREE NUMBER CALIPER SPECIES REMOVED PRESERVED o 100 3G" OAK x ,\ '; I I I n 0 20 40 80 I W 101 1211 OAK x \ \ T'"'9, I I J III II � 102 1211 OAK x o '" I • � � o � I Ip L 103 12" OAK x 104 1 2" OAK x BIOSyWALE '% � � �' I I I II v LEGEND L 105 1211 OAK xL LLQ ° o C) LL LLLLL L O II � 1 LLLLLLLL L OC 16" OAK X \ LLLLL LLLLL I" II TREE TO REMAIN I LLLLLLLL \ ° 107 12" PINE x \ �� I u I I n 108 1211 OAK x ' L � 1 TREE TO BE REMOVED X ' u�lt� / L u 109 12" ELM x ^ \PARKING 1I I 1, • ""' 1` LANDSCAPE SCREEN I o u (71 in • • tD o ° U. 06 I II ° MATERIAL SCHEDULE /� �A • e!9'^;��� �� q SYMBOL QUANTITY COMMON NAME COMMON NAME SIZE _ \` ° I I 1 ' �ILLI • 1` I o 1 TREESall`tti— 'v✓ 15 TEXAS A511 fltexensis 3'CAL. ° ID 15 LIVE OAK Quercus vlrgimana 3'GAL. 0 13 B05QUE ELM Ulmus parwfolla'Bosclue' 3'GAL. 0 9 CEDAR ELM Ulmus crassifoha 3'CAL. 0 27 LOBLOLLY PINE Pinus taeda 3'CAL. U Z � Q � N O LUCV 00 04 0 3 CHINESE P15TACHE Pistachia chmensis 3'CAL. W _ M :O 0oauvt®rero W 8 EASTERN RED CEDAR Junlperus virglnlana 3'GAL. U '°°�itiseee��`0® NOTE: I . EACH TREE MUST BE PLANTED WITH THE TRUNK FLARE DECOMPOSED GRANITE Q VISIBLE AT TOP OF THE ROOT BALL. TREES WITHOUT SURFACE, COMPACTED Ce Il VITEX Vltex agnus-castes 8 TO 10' THE TRUNK FLARE VISIBLE SHALL NOT BE USED. ° ° AND RAKED SMOOTH 0 2. DO NOT COVER THE TRUNK FLARE WITH SOIL. CRUSHED STONE GRAVEL li 3. TRUNK FLARE SHALL NOT BE COVERED BY MULCH. ° _ °_ _ _ _ _ _ _ (ROAD BASE) Q 6 P055UMHAW HOLLY Ilex vomitoria 8 TO 10' 4. DO NOT HEAVILY PRUNE TREE AT PLANTING. DO NOT 3 w COMPACTED SUBGRADE N CIO THE TERMINAL BUDS OF BRANCHES THAT —� I- III—III—III—III—III— — _ —I 11-1 =1 1 — EXTEND TO CROWN OF TREE. 1I11 I 0 O J � ( f 17 TEXA5 RED BUD Cercis canadensis var.texensis 8 TO 10' 5. TAMP SOIL AROUND ROOT BALL BASE FIRMLY WITH CV O Z FOOT PRESSURE SO THAT ROOT BALL DOES NOT SHIFT. OO Z U G. MARK THE NORTH SIDE OF THE TREE IN THE NURSERY, w m W ® 15 DESERT WILLOW Chllopsis Iinearls 8 TO 10' AND ROTATE TREE TO FACE NORTH AT THE SITE WHEN DECOMPOSED GRANITE °° p 0 EVER POSSIBLE. 4 Z Z L SHRUBS O Q LU U t— W O — TEXA5 SAGE Leucophyllum frute5cen5 3 GAL-36"O.0 m U m — DWARF YAUPON HOLLY Ilex vomitoria'Nana' 3 GAL-36"O.0 MULCH — RED YUCCA Hesperaloe parwfolla 3 GAL-36"O.0 GROUNDCOVER LU CONTAINER PLANT Qe Z — COTONEASTEP Cotoneaster horizontalis 3 GAL-36"O.0 ADJACENT PAVING _O SET POT AT MOUNTAIN SAGE Salvia l3 GAL-36"O.0 FINISH GRADE 1 " - 3" MAX DIA. DARK GRAY/BLACK W � � ORNAMENTAL GRASSES PREPARED PLANTING O O O4 f r�6C N u, 1i SOIL REF. SPECS. COMPACTED .w 0 GULF MUHLY Muhlenbergla caplllaris 3 GAL-36"O.0 lz SUBGRADE LA. H O X HAMELN GRA55 Penmsetum alopecuroides'Hameln' I GAL- 18"O.0 \ \ \v\\r\ \ ,\\ v\\ \ \ \ \ \\/7i% I-1 I I—III—III—III—I I W Z W 5UBGRADE -1 11=1 11=1 11=I 1=l l Z Y — a Q — MEXICAN FEATHER Nassella te11 lm nulssa I GAL- 18"O.0 �\ H J SET TREE AT ORIGINAL DEPTH, TRUNK FLARE O y FOUNTAIN GPA55 Pennlsetum cetaceum 3 GAL-36"O.0 SHALL NOT BE COVERED STONE MULCH DETAIL O �U. Z G Uj 3 WEEPING LOVE GPA55 Era6jr05tl5 curvula 1 GAL- 18"O.0 G R O U N D C O V E R PLANTING 2" MULCH - DO NOT ALLOW CONTACT OR 5 PERENNIALS I NTS COVERING OF TRUNK FLARE — TRAILING ROSEMARY Rosmarmus offlcmahs I GAL- 18"0.0 INSTALL ROOTBALL ANCHOR/STABILIZATION • SYSTEM AS NEEDED TO SECURE TREES (NO — AUTUMN SAGE Salvia cjl 1 GAL-24"O.0 STAKES/ GUYING ABOVE-GROUND) — COREOP5I5 Coreopsis W POT @ 12" BACKFILL MIX: BLEND 80%-85% EXCAVATED SITE SOIL WITH 15%-20% IMPORT SOIL * COMPOST 5-01 , — LANTANA Lantana camera I GAL-30"O.0 MIX 8-02 Malvaviscus arboreus var. TEMPORARY 4" SOIL SAUCER, REMOVE WHEN BOULDER TURKS CAP drummondll 3 GAL-36"O.0 ADJACENT PLANTING IS INSTALLED BED EDGING = FINISH GRADE W FINISH GRADE NI"' REF PLANS Q 2" HARDWOOD MULCH GROUNDCOVER - LAYER 5UBGRADE o \/ ROOT BALL /\//\/ FROG FRUIT Phyla nodiflora 4`POT @ 12" FINISH GRADE Lu O �� SCARIFY EDGE OF TREE PIT REMOVE BURLAP, ROPE, AND TIES FROM TOP \ \ \ HORSE HERB Calyptocarpus wahs 4"POT @ 12` \ \ \ \ \ \ THIRD OF ROOT BALL DWARF PERIWINKLE Vmca minor 4"POT @ 2" // SHRUB BALL REMOVED /\//� y/\ \// /\//\/\//\//\/ z FROM CONTAINER \� r \/\/ \�/\/\/ \/ \/ / //\� \/\i- �/\ /\/ /\/\� O VINES \� \� \/\� j\\/\1\0\/\\/\\/\�/\\/\�//\\/\\ \/ PREPARED PLANTING W CAROLINA JESSAMINE Gelsemium sempervlrens I GAL-24"O.0 \ � SOIL, REF. SPECS //\ / // // // // // //� / // // / EXISTING SOIL �/ / \/ / \/ \/ / \/ \/\/\/\/\/\/\/� \ \ \\ \\ \\ \\ \\ \\ \\ \\ \\ \ / // // // // // // // // // // // // TURF /\/ //\/ PLACE ROOT BALL ON UNEXCAVATED OR �\ �\ \ S U BG RADE \/�/\/�/� TAMPED 501L //\/ /� BERMUDA GPA55 50D CYNODON DACTYLON 1211 AS REQ'D 1211 OTHER REF. PLANS/ 5CHED. MIN. 2 - 2.5 X ROOTBALL WIDTH MIN. 9" MIN. FOR SPACING O BED EDGING Z DECOMPOSED GRANITE TRE PLANTING N SHRUB PLANTING E L BOULDER — 6 BULL ROCK 2 NTS 3 NTS 4 BOULDERS LANDSCAPE PLAN BROWN REYNOLDS WATFORD ARCHITECTSRM 3535 TRAVIS STREET SUITE 250 DALLAS, TEXAS 75204 214-528.8704 W W W.BRWARCH.COM Westlake Fire Station No. 1 Fire Administration EOC Last Updated: April 10, 2017 Project Schedule Fire Station SD, DD, CD & Bidding 1. NTP & Programming Validation Meeting December 15, 2016 2. 50% SD Review Meeting January 20, 2017 3. Design Review/CMAR on board January 30, 2017 4. 100% SD submitted to CMAR for cost February 10, 2017 5. 100% SI] Review Meeting February 20, 2017 6. Project Hold due to Cost Review March 3 — April 3 7. Consultant Resume April 17, 2017 8. Troy (owner) cu; of Town April T7- 21, 2011 9. Public Presentation Mid May 10. 50% DD Review Meeting May 11, 2017 11. 100% DD Review Meeting / Submit to CMAR for Cost June 8, 2017 72. lr°oy [o«voer) oui or Town June 12-23, 2017 13. Civil/Landscape/Architectural Site Plan Due for PZ submittal June 13, 2017 0 00% DD submittal may suffice) 14. Site Plan Submittal to P&Z/Engineering June 16, 2017 15. 50% CD's Review Meeting / 100% DD CMAR Estimate/ July 13, 2017 50% CD Submit to CMAR For cost 16. 50% CD CMAR Estimate/Cost Remediation (as required) Aug 3, 2017 17_ 95% CD Review Meeting Aug. 9, 2017 18. Owner Comments Due for 95% CDs August 16, 2017 19. Town Council Approval of P&D Submittal August 28, 2017 20. 100% CDs Delivered September 1, 7017 21. Submit for Building Permit and TAS Review September 5, 2017 22. Permit Approved Week of Sept 18th Project Schedule Westlake Fire Station No. 1 1 Fire Administration 1 EOC April 10, 2017 Page 2 23. Final GMP Due (On complete 100% CD package) October 5, 2017 24. Council Approval October 16, 2017 25. Public Groundbreaking Week of October 30th 26. Construction NTP (On complete 100% CD package) October 30, 2017 27. Substantial Completion November 1, 2018 J r;r # } .` estlake Planning and Zoning Commission TYPE OF ACTION Regular Meeting -Action Item Monday, August 14, 2017 Topic: Conduct a public and consider a recommendation for a zoning change request for an approximately 62.53-acre portion of Lot 1, Block 3, Westlake/Southlake Park#1, located along the south side of Solana Blvd., west of the intersection of Sam School Road and Solana Blvd. the property is currently zoned Planned Development District (PD1-1); Proposed zoning: Planned Development District (PD6) to include primarily single family residential uses, including approval of a concept plan and development plan; approval of a Specific Use Permit for Private Streets. STAFF CONTACT: Ron Ruthven, Director of Planning and Development Strategic Alignment Vision,Value,Mission Perspective Strategic Theme & Results Outcome Ob'ective Mission: Westlake is a unique community blending preservation of our natural environment and High Quality Planning,Design& Development-We are a desirable viewscapes,while serving Citizen,Student& well planned,high-quality Preserve Desirability our residents and businesess Stakeholder community that is distinguished by &Quality of Life with superior municipal and exemplary design standards. academic services that are accessible,efficient,cost- effective,&transparent. Strategic Initiative Outside the Scope of Identified Strategic Initiatives PLANNING CASE INFORMATION Case Number: Z-06-19-17 Development: The Knoll Applicant: Lawrence Corson, Wilbow Corporation Owner: BRE Solana, LLC Developer: Wilbow Corporation Site Location: South side of Solana Blvd., west of Sam School Road, east of Granada Addition Site Area: 62.53 acres Existing Zoning: Planned Development District 1, Planning Area 1 (PD1-1) Proposed Zoning: Planned Development District 6 (Including Concept/Development Plan) Specific Use Permit for Private Streets EXECUTIVE SUMMARY(INCLUDING APPLICABLE ORGANIZATIONAL HISTORY) This request involves the creation of new Planned Development District, which would be called "PD6". Included as part of this request is the approval of a concept/development plan as required for PD districts in the zoning regulations, and the approval of a Specific Use Permit for Private Streets. It should be noted that any conditions inherent the current PD1-1 zoning (which includes Ordinances 202, 588, 691, 751, 767 and 774) would not apply to this new PD district if approved as proposed. The proposed development would include 65 single family detached units with an average lot size of 13,900 square feet. 59.5 percent of the development would be reserved as open space,much of which would involve conservation areas, set aside to provide buffering and preserve native tree stands. Two entrances would be provided from Solana Blvd. The following is a detailed analysis of the applicant's proposal. All applicant proposals will be written as regulatory conditions in the approving ordinance for the proposed new Planned Development district. Any staff conditions/recommendations are noted below in red and will also be placed in the approving ordinance. EXISTING CONDITIONS The subject property is currently 75.2 acres in size and is platted as Lot 1, Block 3, Westlake/Southlake Park#1. The property is zoned Planned Development District Number One, PD 1-1,which allows for various commercial and institutional uses including office and retail. The current land use of the property is commercial with a 38,000 square foot fitness center located on the northeast corner of the property at Sam School Road and Solana Blvd. If the rezoning request is approved, the fitness center would remain in the PDl-1 zoning district and be replatted on a new, smaller 12.6 acre lot separate from the remainder of the proposed 62.53 acre development. PROPOSED LAND USE The proposed land uses in the development are 65 single-family detached homes, which will be considered the primary uses. Accessory uses include active and passive open space. RESIDENTIAL DESIGN According to the applicant, the development will include luxury custom villa homes (3,000 to 5,000 square feet) with one and two story massing and 3-car garages. The applicant estimates the home values to be between $1.2 and$1.7 million dollars. Proposed Lot Specifications Lot Density: 65 residential lots measuring at least 10,000 square feet in area (approximately 80' x 135') or approximately 1.04 lots per gross acre. Lot Size: Minimum lot size: 10,000 sf Minimum lot width: 80 feet Lot Coverage: The maximum Footprint for a home shall be limited to 47%of the entire lot area for a 1-story home and 43% for a 2-story residence. Footprint is defined as all areas that are contained within the ground floor air- conditioned space, garages and covered patios of the main residence (excludes open porches, patios, porte-cocheres, or other unenclosed areas and accessory buildings). Proposed Home Specifications Minimum Size: All residences shall be a minimum of 3,000 sf of air-conditioned living space. Massing: For 2-story structures, the 2nd story shall not exceed 50% of the 1st floor footprint. Building Height: The maximum height of all structures shall be two and one-half stories or 28 feet measured to the mid-point of the highest sloping roof above existing grade. Building Setbacks: Given the relative size of the proposed lots, the following setbacks are proposed: Front: 30 feet at the standard front setback line (20 feet on cul-de- sac lots) Rear: 20 feet Side: 10 feet A 10' encroachment in the standard front setback is permissible for up to 26' of width of the residence per the attached Lot Dimension exhibits provided by the applicant. Garages: Every house shall have a minimum of three (3) enclosed parking spaces. Garage doors shall be made of sectional wood, or be wood clad, or glass and steel. Garage doors shall be recessed a minimum of six inches from the plane of the adjacent wall. Front facing garage doors are allowed if located further back on the lot than the side-facing garage portion,and are in a motor court setting. Roofs: Roofing materials, where visible, shall be limited to concrete or clay tile, slate, or standing seam metal. No more than two houses on adjacent lots, fronting on the same street,may have the same type and color roof material. Exterior Walls: Exterior walls shall have horizontal and vertical articulation or architectural delineation on all elevations. Landscaping: Landscape beds (including gravel mulch) shall be located along the foundation line of all structures, except where paving is adjacent to the structure, and must extend away from the foundation a minimum of five feet. Fences: All homes shall have a back fence comprised of metal picket. Privacy fences comprised of metal picket shall be permitted only on interior side lot lines to provide privacy to outdoor patio and pool areas. Exterior Lighting: All exterior lighting shall be subdued, indirect, and comply with Town ordinances as well as follow Dark Skies Design Guidelines. STAFF RECOMMENDATION: As a condition of the approval, the residential design requirements included in the residential deed restrictions shall be approved by the Town Council as a later resolution when they are finalized. Approving the design requirements contained in the deed restrictions provides guidance and clarification for staff in reviewing building and other development plans. OPEN SPACE/TREE PRESERVATION/LANDSCAPING AND BUFFERING According to the concept plan, 59.5 percent of the development will be composed of open space. Most of the open space is located on the perimeter of the development, with a significant portion located adjacent to Sam School Road. The perimeter open space would be located along Solana Blvd. and the western and southern boundary of the development. The open space along Sam School Road is proposed as a possible park dedication to the Town by the developer as detailed below. Tree Preservation and Mitigation through Buffering and Landscaping Most of the subject property is undeveloped and contains numerous native tree stands. Per the requirements of the Code of Ordinances, all trees that are removed shall be mitigated, either through replanting of additional and/or payment into a tree mitigation fund. According to the applicant, a tree survey was conducted on the property. Based on the survey, there were approximately 105 protected trees per acre on the east side of the sample area, and approximately 162 Protected Trees per acre on the west side of the sample area. The survey was not submitted as part of this request. Staff estimates that total cost of mitigation would be several million dollars at a minimum. The applicant states that the development is designed to minimize grade and tree disturbance other than for the creation of the private street and utility systems and some grading and clearing of selected lots. The applicant also proposes a"floating post-tension steel concrete slab foundation" that would be required of all builders to allow for minimal impact to tree root systems near each building envelope. With regard to mitigation, the applicant proposes the following: • "Replanting requirements in the common areas and street ROW'S through a formula of caliper inches of approved hardwood trees, or per 30 linear feet of street frontage of the common area" • "No mitigation shall be required of any individual lot. Each lot shall plant at least two 3.5" caliper trees from an approved hardwood tree list. If existing native trees are preserved in the front or street-side side yards, they can be utilized to satisfy the tree planting requirement on the lot. " • "Designation of a 100% wildlife natural preserve (non-disturbance classification) in the 150'setback areas that border on Granada, and Glenwyck Farms (other than a 25' wide water line and trail easement cut-through to Dove Road)" • "Planting of pine trees in the portion of the Solana Boulevard median that fronts the project, in a configuration and size consistent with the proposed Entrada program" • "Environmental enhancements that may include the following: o Investigating rainwater collection systems that would be encouraged on each home to create a first source irrigation option o Where possible, bio-swale installation to reduce storm water runoff' • "In addition to the above components of the Tree Mitigation Plan, two alternatives are proposed to the Town to further address mitigation: o Alternate A - Commitment to fund and install improvements to the Parkland Dedication area fronting on Sam School Road that could include options such as: ■ Dedicated trailhead parking spaces as part of the existing adjacent parking lot ■ Wood stairway built into the "Mayor's Hill" (see attached illustration) ■ Passive fitness stations on the "Mayor's Hill" ■ Picnic area on the "Mayor's Hill"" o Alternate B— Commitment to deed land to the Town that fronts on Sam School Road that can be used for any municipal purpose. In this case, it is assumed that a municipal use would be exempt from the cumulative PD 1-1 coverage test. " STAFF RECOMMENDATION: Staff recommends the following with regard to tree preservation: • Except where necessary to construct roadway, drainage and/or utility improvements as shown in the civil construction plans submitted by the developer,pre-grading of individual single family lots by the developer is hereby prohibited and all trees not located in future roadways and utility mains shall be preserved in place; • Existing trees removed on individual single family lots shall require mitigation per the requirements of the Code of Ordinances; • Trees located in roadways and utility main locations as shown on the preliminary plat and civil construction plans are hereby exempt from the mitigation requirements of the Code of Ordinances; • All protected trees and tree preservation areas (non-exempt) as shown on the concept plan shall be protected per the requirements of the Code of Ordinances. Additionally, a tree protection plan shall be submitted for review and approved by the Town Manager or their designee prior to any site grading/clearing and tree removal. Parkland Dedication The Code of Ordinance requires parkland to be dedicated at one acre per 30 residential units. Given this requirement, 2.17 acres is required for dedication as part of this development. The applicant states that"it is envisioned that a 2.17 acre area fronting on Sam School Road and atop the southeast hill would be an ideal Park area that, at the Town's election,could either be dedicated to the Town or deeded to the HOA(HOA would have responsibility for maintenance)with a public access easement". Additionally, as stated above, the applicant proposes to fund and install improvements to this area that could include: • "Dedicated trailhead parking spaces as part of the existing adjacent parking lot • Wood stairway built into the "Mayor's Hill" (see attached illustration) • Passive fitness stations on the "Mayor's Hill" • Picnic area on the "Mayor's Hill" Comprehensive Plan Recommendations: The Parks, Open Space and Trail Plan in the Comprehensive Plan shows a "community park" on the western portion of the subject property. The Comprehensive Plan defines a community park as a "central community park area that provides opportunities for shared community activities. These can include open fields for impromptu sport activities as well as park bench areas, dog-park facilities,pavilions,picnic areas, etc." The plan further states that a community park should be between 25 and 35 acres in size. Staff analysis: The Comprehensive Plan Land Use Plan shows a large portion of the subject property as open space, mostly on the western portion of the property where the community park area is also shown. The approximate acreage shown as open space in the Comprehensive Plan is 33 acres, or 52.8% of the total subject property area. The applicant's proposal includes a total of 37 acres of open space, or 59.5% of the subject property area. The open space proposed by the applicant is broken down as follows: • Parkland Dedication(southeast Hill): 15 acres (40.5% of total open space) • Western and Southern Conservation 150 foot buffers: 11 acres (29.7% of total open space) All other open space: 11 acres (29.7% of total open space) STAFF RECOMMENDATION: Given the above proposals by the applicant and the recommendations of the Comprehensive Plan, staff recommends the following: • Staff recommends that the 15 acre southeast hill portion of the development be developed as a community park, thereby satisfying both the parkland dedication requirements of the Code of Ordinances and the recommendations of the Comprehensive Plan. • Said park shall remain privately owned but shall be accessible to the public at all times and shall, at a minimum, include amenities as described in Alternate A above. • Maintenance responsibilities, details of amenities, and final locations of parking and trails shall be approved through a separate agreement between the applicant/developer and the Town. Said agreement shall be approved before a notice to proceed with the construction of public improvements is issued by the public works director. • Prior to approval of the final agreement between the developer and the Town, a public workshop shall be held whereby public input is received concerning the final park design and amenities. Based on staff's analysis, relocating the community park approximately one-half mile to the west will provide for: • reduced tree destruction resulting from parkland construction; • better buffering between existing neighborhoods while maintaining open space corridors and linkages; • better access to trails and public parking as well as current and future daytime population areas such as the existing fitness, retail and commercial development in The Solana. SIDEWALKS AND TRAILS The applicant requests a variance to sidewalk construction requirements as follows: "A variance to the Code of Ordinances is requested to allow for a single sidewalk on one side of the main spine road(sidewalks are normally required on both sides of a roadway for lots of 12,000 square feet or less) within the development, in the general location shown on the Concept Plan. Sidewalk width inside the development would be a minimum of 5 feet. All sidewalks shall be made of concrete, stone, or pavestone. The Code of Ordinances only requires sidewalks along public streets. The proposed development will be served by private internal streets. In terms of trails, the applicant states that"the internal sidewalk will tie into the Solana Boulevard public Town Trail via gated connections at both entries. Any public trail construction (outside of the community) will be a minimum of 6 feet in width, other than the connections to the internal sidewalk which shall be a minimum of 5 feet in width (all identified public trails can be seen on the Concept Plan). At the Town's election,the portion of the Solana Boulevard public Town Trail that fronts on the project will be improved to either a concrete condition or be maintained with the existing decomposed granite". Per the trail plan provided by the applicant, public trail linkages will be constructed from the proposed park area on the eastern portion of the subject property and from the existing Granada Trail. The linkages will connect the private sidewalks proposed to be constructed within the development. The Code of Ordinances states that hike and bike sidewalks [trails] shall be constructed along streets designated for hike and bike trails. Such sidewalks shall be built by the owner at the time of site development. STAFF RECOMMENDATION: Staff recommends the following: • The existing decomposed granite trail along Solana Blvd. shall be replaced by the developer with an eight (8) foot wide concrete trail along the entire frontage of Solana Blvd. adjacent to the subject property. Said trail shall, as closely as possible, follow the course of the existing trail with all trees to be preserved as existing at the time of construction. Said trail shall be constructed prior to the final acceptance of public improvements. The eight(8)foot trail recommendation maintains consistency with the existing trails in the Town, most of which are eight (8) feet concrete trails. FENCING The applicant states that"Solana Boulevard frontage will have a decorative metal picket fence and entry gates with optional masonry columns and/or panels where screening is necessary on the Solana Boulevard frontage. The fence shall be located at the boundary of the 100' Solana Boulevard buffer and the development zone. In addition, all individual lot line fences adjacent to the buffer and common areas shall be limited to decorative metal pickets so as to create a more transparent view in the undeveloped forest land. The primary goal for the fencing is to effectively disappear and allow the natural forest land setting to be open to view from all perspectives." All homes shall have a back fence comprised of metal picket. Privacy fences comprised of metal picket shall be permitted only on interior side lot lines to provide privacy to outdoor patio and pool areas. TRAFFIC, STREETS AND ACCESS The proposed development will have two entrances from Solana Boulevard located at existing median cuts. The applicant has provided a traffic memorandum performed by a registered professional engineer. The memorandum states that the development will generate a total of 707 trips per day. The memorandum also recommends the construction of a left-turn lane at the easternmost entrance Drive. The reason for the recommendation is due to the higher site volumes, the complexity of the intersection, and the higher amount of competing traffic. Staff concurs with the recommendation and this requirement will be included in the proposed PD ordinance and the development agreement. All community streets will be private and constructed of asphalt with concrete outer bands and/or mountable curbs fronting the lots. The streets are proposed to be 27 feet in width including a mountable concrete curb on both sides. A Code of Ordinances requires a Specific Use Permit (SUP) for any development containing private streets. The required SUP is included with this request. Street lighting shall be located at all corners and intersections. Lights shall be low pedestal type fixtures that comply with Town ordinances as well as follow Dark Skies Design Guidelines. PLATTING Although the subject property is already platted, if approved, the portion of the current plat that includes the subject property will be required to be vacated, after which a Preliminary Site Evaluation and a final plat will be required for submission and approval. Approval of a separate development agreement between the Town and the developer is also required by the Code of Ordinances. PUBLIC ART The Town Design Structure Plan in the Comprehensive Plan contains design action standards that include public art recommendations. The plan states that"it is preferable that art is intrinsic to the design of the space rather than a commissioned piece to be installed in the space. In February and June 2017 respectively the Town Council approved a public art plan and nominated members for a public art competition advisory committee. The developer proposed the following public art contribution: "Donation: Wilbow will make a contribution of$10,000 for public art to the Town of Westlake to be designated toward an outdoor sculpture. Wilbow would welcome matching funds to the extent they are available. Location: At a location within the boundaries of the 62.5 acre parcel, to be selected by either the Town of Westlake Public Art Committee or by Town Council. Wilbow recommends a location in the public-access area of the open space near the Sam School frontage. Competition: Wilbow encourages the concept of a public art competition. The competition should be managed by the Town of Westlake Public Art Committee. Maintenance: To the extent the final artwork will require maintenance, Wilbow recommends the Homeowners Association ("HOA') associated with The Knolls at Solana be required to fund and provide maintenance. Timing: Based on the current development schedule, it is expected that home construction at The Knolls at Solana will commence in early 2019 with first residents expected in late 2019, early 2020. Ideally, the artwork would be complete and installed by the end of 2019. Wilbow funding would occur at time of land development commencement. " The public art proposal will be referenced in the draft PD ordinance with the above terms to be included in the development agreement between the Town and the applicant. COMPREHENSIVE PLAN RECOMMENDATIONS The following is an analysis of the compliance of the proposed development to the elements of the 2015 Comprehensive Plan: (1) The Land Use Plan: The Land Use Plan recommends the following land uses for the subject property, which is broken down by approximate area for each zone: • Open Space (33 acres approximate) • CC2-A Community Commercial 2 /View Shed Zone (29.5 acres approximate) Based on staff's analysis, the development is consistent with Land Use Plan recommendations as follows: 1. The open space acreage proposed is higher than that recommended by the plan; 2. Transitional Residential Uses, such as those proposed by the applicant, are permitted in the CC2-A Community Commercial 2/View Shed Zone (see explanation in Housing Plan below) (2) The Thoroughfare Plan: Solana Blvd. is designated as a Town Arterial on the Thoroughfare Plan. Solana Blvd. is currently in compliance with the Thoroughfare Plan. Per the applicant's proposal above, given the recommendations a traffic analysis, a left turn lane will be added to westbound Solana Blvd. at the easternmost entrance into the development. (3) The Parks, Open Space, and Trail Plan: As described above, a community park is recommended by the plan for the western portion of the property. Staff recommends this park be moved approximately one-half mile to the east where the southeast hill is located. Given the current alignment of the Granada Trail, the applicant's proposal to provide linkages to the development from both the east and the west where trail linkages do not currently exist complies with the plan's intent to create trail linkages where opportunities exist. (4) The Town Design Structure Plan: The portion of the plan is vital to maintaining the aesthetic qualities that are unique to Westlake. The overall layout of the development complies with the recommendations contained in this section of the plan with regard to active and passive open space and neighborhood and open space edges. However, the more specific elements should be required to comply with the community pallets recommended by this section, including public art, which is described above. (5) The Facilities and Town Hall Plan: This section is not applicable to the proposed development. (6) The Storm Water and Water Conservation Plan: The applicant states that development runoff will employ a combination of bio-swales, detention pond(s), and connection to the existing public street storm water system. This is generally compliant with the recommendations of this section. (7) The Housing Plan: As referenced in the Land Use Plan above, the CC2-A Community Commercial 2 /View Shed Zone encourages more open space and/or transitional housing opportunities (as further defined in the Housing Plan) for district where possible, particularly on the edge of the district next to existing residential areas. The Housing Plan describes two housing submarkets whereupon the development is generally consistent: (1) "Diversify the higher-income market to attract younger buyers", and(2) "Meet future housing needs of an aging population". Regarding the attraction of younger buyers, the plan states that 'product types could be priced over$800,000 or$1 million, but would come in lower maintenance forms such as villas and small-lot detached homes designed for busy lifestyles and convenience, without sacrificing quality. " With regard to older, aging buyers, or"empty nesters", the plan states that "product types appealing to this buyer include higher density (townhomes, villas, and garden residences), higher security, and lower maintenance typologies with housing interiors capable of handling art and furnishings of the wealthy older folks. The ideal size of these projects is approximately 15 to 35 acres, making them ideal for small parcels north of Dove Rd., as transitional between lower density, single-family development and commercial development. " (8) The Economic Development Plan: Tactic C-3-2 in the plan states: "Establish sequence by several measures. First move important transitional spaces into the public domain via acquisition, easement, or dedication (such as the central open space as shown on the Park, Open Space and Trail Plan). Second, incentivize density and building form transitions from areas of higher commercial intensity to areas of residential use. "The proposed development is consistent with this tactic. Based on the above analysis, staff concludes that the development is generally consistent with the recommendations of the Comprehensive Plan. PUBLIC NOTIFICATION A total of 51 public hearing notices were sent to property within a minimum 200 feet of the subject property. Additionally,notice of the public hearing was published in the Fort Worth Star Telegram a minimum of ten days prior to the Planning and Zoning Commission meeting. At the time the packet was sent, staff has received a total of five emails opposed to the request. Copies of all correspondence received to date will be provided to the Commission at the August 14, 2017 meeting. SUMMARY AND RECOMMENDATION The subject property is currently undeveloped. The land itself is a somewhat ancient remnant of the rapidly disappearing cross-timbers forests that once covered large portions north and central Texas. The current PD1-1 zoning of the subject property, originally approved in 1992, allows for a myriad of commercial and institutional uses including offices, restaurants, hotels, schools, etc. In order to construct any of these uses, the only legislative approval required is the submission of a site plan. The land uses themselves are already entitled to the property and the PD 1-1 regulations contain no provisions for buffering, open space set-asides or tree preservation beyond what the Code of Ordinances already requires. Therefore, the current zoning of the property presents a scenario wherein development may occur that is markedly inconsistent with the recommendations of Comprehensive Plan, as described in this briefing,nor contextually sensitive to the surrounding area given the changes that have occurred in the 25 years since the original zoning was approved. In comparison,the proposed development is generally consistent with the recommendations of the Comprehensive Plan and addresses aesthetics, buffering, tree preservation, parks, and open space in a manner that is sensitive to the surrounding neighborhoods and the topography of the property. Therefore, staff recommends approval subject to the conditions contained in this report. ATTACHMENTS 1. Existing Location Map 2. Developer Submittal: Applications and Written Proposals from Developer 3. Developer Submittal: Development Concept Plans and Exhibits 4. Developer Submittal: Entryway Exhibits 5. Developer Submittal: Lot Layout Exhibits 6. Developer Submittal: Open Space Amenities 7. Developer Submittal: Traffic Memorandum 8. Staff Exhibit: Current Zoning Map 9. Staff Exhibit: Comprehensive Plan Parks, Open Space and Trails Plan 10. Staff Exhibit: Comprehensive Plan Land Use Plan ■ _ �_ • . � � Ifo by @ ub 4 ` � s N 40 �2� � . t � � . ` dl k� - �• «. .%| � ■ �7 � � % . 10 : m % - � �` �/ �■ � � : S/V 2 � • � .� Z-06-19-17 \. ' . . , 5� ' 4 /� - / 40 4L 5 / — . . k #2 ' � � - - - � � . ■ , _ APPLICATION FOR ZONING CHANGE/AMENDMENT { # Town of Westlake 1301 Solana Boulevard, Building 4, Suite 4202"Westlake,TX 76262 Telephone: (817)430-0941 Fax: (817)430-1812 e-mail: customerservice@westlake-tx.org Office use Only Case Number: Z" Op' Submittal Date: ``J, "'l Fee: � •o Received By: �J C Fee: $1,800.00 plus$90.00 per,acre Description of Property Lot • •- Lot Number: Rv%oY1 bt L6t I I Block Number: . Subdivision: k t`�v, (A4 Acreage: � • C✓3 Property Address: 1477) sckm &,�W General Location: �4^COIO Q 6t 5is Vxt` ,u M SCAM Si'hGtl/ Survey of Property: Attach a current s�urveeyy plat delineatin�g�ssuabject property or a metes and bounds description and survey if land is currently unplatted. A Concept_Site Plan and Submittal form are kequired with this application. Zoning Request Present Zoning: Requested Zoning: U'' d,Q q Is this property within a Planned Development area? ' Yes ONo If yes,what PD Number? Reason for Request: 1-0 C�A[Oa) Y,{;�tG(•P Office Use Only Comments publication Town Pre Submittal Pre-Application Returned to Formal Submittal oeadlineMotices to Final Submittal P&Z commission Council Deadline Conference Applicant Deadline adj.prop owners Deadline Meeting Meeting j Page 1 Application for Zoning Change/Amendmeni 2017 N Payment Received y Town of Westlake, exas By: 7�T G— Date: CW Pymt Type E_ Amt: 1�111 13 $ _� APPLICATION FOR ZONING CHANGE/AMENDMENT } } Town of Westlake" 1301 Solana Boulevard, Building 4, Suite 4202''Westlake,TX 76262 Telephone: (817)430-0941 " Fax: (817)430-1812 email: customerserviceC�westlake tx.org ApplicantlOwner informationDesignation of • - Form i I hereby authorize the person designated below, to act in the capacity as my agent for the application, processing and the representation of this request. The designated agent shall be the principal contact person with the Town of Westlake (and vice versa) in processing and responding to requirements, information requests or other issues relative to this request. A Pre-Application Conference is required before formal submittal PROPERTY OWNER Printed Name: mild_ d L J Lbee '�OlAhA LLC Signature: Dated. 1 Address: IZ �/� I�J� City, State, Zip:_N( -� � CA- #1120C �cW Email Address: t' j IL+G_ , ► �f 1(/�i h&ZA ul'��, of i(Z.COro Phone#: �7 1 . U� .� Fax#: APPLICANT Printed Name: 1.4.1 Y'�,Yl� (..[� ��► ( ` ,� (�+}') I�Q�. Signature: Dated: I7 j Address: (fit W City, State, Zip: t(kS Tx T752iq Email Address: Cr7V'�n /@ W! I US�t LO/Ni Phone#-. 9172• —G"l�• V74 Fax#: NA I DESIGNATED AGENT Printed Name: Signature: Dated: Address: City, State, Zip: Email Address: Phone#: Fax#: Page 2 Applicadon for oning Changa/Amendmant 2017 i I I PLANNED DEVELOPMENT - DEVELOPMENT PLAN { Town of Westlake* 1301 Solana Blvd, Bldg 4, Suite 4202*Westlake,'TX 76262 j} Tel: (817)430-0941 '* Fax: (817)430-1812 `'�.�..,,•• e-mail: customerservice@westiake-tx.org Office use Only,.�/� i Case Number:+�Q/- �' " Submittal Date: 06, Fee: � ��"� . Received By: Description of Property i Lot Number:R"cy\ Ct' L�pr I Block Number:_ Subdivision:Vk%AW� hlr.�`G(, Qki(k. �-hAcreage: Lt2•S'3 Property Address:��2W saylr1 E(Ih I �,,,1 cI '_ .f General Location: 5)U" 41 Of G6"A^ 51%k �(,�lA?t�VYI VYl �r.,�.,hV0I `As Applicant Applicant's Name: VV f Address:' N. City, State, Zip: DkA u� �S Email Address:'iu(clm 9Wt �,,Xw OVA r C10YY) Phone#:L 9-72-_`CH, j0 7 I Fax#: Driver's Lice se#: - D 7A DD,q3 _ Expires: zo Signature of Applicant or Agent Date Owner Owner's Name, am CZ;6 A Address;C/o F—Aultf 04SG5. Lid`-11 Mo-061yx $NNGI 16c) City, State,Zip: \jLt. Jj p Y - SdmAi J c.4 �2Otio � Email Addresso4& 00ity tr► �GC.. G(J Phone#'i �G( , 8 �y Fax#: Driver's License#: ZZ�- A _ Expires:.— VV xpires: _ afu perty Owner Date Payment Received By — Planned Development-Development Plan 2017 To�tn of Westlake, Texas By: 7`�L^ Date: "Mq—� Pymt Type: Amt: 7, Y70 > '131 - _ APPLICATION FOR SPECIFIC USE PERMIT Town of Westlake' 1301 Solana Boulevard, Building 4, Suite 4202*Westlake,TX 76262 Telephone: (817)430-0941 ' Fax: (817)430-1812 }� �.•,,�w . e-mail: customerservice@westiake-tx.org Office use Only Case Number: SUP-UCS"' Y' Submittal Date: 4o Fee: $zzl O'c" Received By: S'c Fee: $1,800;00 Description of Property Lot Number: "&4 pt Lpt) Block Number: 3' Subdivision:Kipoti"cda&ofhVtK. # Acreage: Property Address: 1202 Slam ►NSI General Location: QVT-Y, �'wk Df G6&V, pjl�ia (4C GNP-% CAm Survey of Property: Attach a current survey plat delinnea ng the subject property or a'metes and bounds description and survey if, land is currently unplatted. A Concept Site Plan and Submittal form are rquired with this application. Specific • Present Zoning.- Requested Zoning: QLt"llAk*r t0i Is this property within a Planned Development area? es No If yes,what PD Number? I'+ Reason for Request: Tv aAuk) Wb�4 04 a4vs- Office Use Only i I Comments Pbblication Town Pre Submittal Pre-Application Returned to Formal Submittal Deadgne/Notices to Final Submittal P&Z commission Council Deadline Conference Applicant Deadline adj.prop owners Deadline Meeting Meeting i Page 1 Application for Specific Use Permit 2017 f Payment Receiv d By N Torn of Westlak , Texas Py• G Date: -l6 ymt Type; Amt: $ o. It 0" i APPLICATION FOR SPECIFIC USE PERMIT } # Town of Westlake` 1301 Solana Boulevard, Building 4, Suite 4202%Westlake,TX 76262 k } Telephone: (817)430-0941 Fax: (817)430-1812 e-mail: customerservice@westlake-tx.org Applicant/Owner Info rmation---Des ig nation of Agent Form I hereby authorize the person designated below, to act in the capacity as my agent for the application, processing and the representation of this request. The designated agent shall be the principal contact person with the Town of Westlake (and vice versa) in processing and responding to requirements, information requests or other issues relative to this request. A Pre-Application Conference is required before formal submittal. PROPERTY OWNER Printed Name: Ml kt, ywx Signature: Dated: .Address: ( 1`•IGIL a�t� City, State,Zip: //S�CA - `24,Qb Y Email Address: rY11��..- v-f7 C, U I tj a4-f c4 .LOYV1 Phone#: t-`- Cv�v--LL(p, Fax#: l APPLICANT Printed Name Signature: Dated: 1.7 Address: q���J► City, State,Zip: l&. ` S ly Email Address: t t Y90y) 85 vj t135 CO on Phone#: • ���"t• U 1 y Fax#: tA A DESIGNATED AGENT Printed Name: i Signature: Dated: -- j Address: City, State, Zip: Email Address: Phone#: Fax#: I Page 2 Applicatiob for Specific Use Permit 2017 I i / NOTES ADDRESSING SCHEDULE B EXCEPTIONS: 101. Terms and conditions of Ordinance No.71-100,entitled Airport Zoning Ordinance of the Dallas-Fort Worth Regional Airport Recorded Volume 7349,Page 1106,Real Property Records,Tarrant County,Texas \ / (Pursuant to Commitment for Title Insurance,provided by First American Title Insurance Company,GF.No.1002-192628-RTT, AFFECTS-surveyed property is within the airport zoning area VICINITY MAP N.T.S. I effective date June 28,2016,issued July 15,2016.) \ \ / 10m. Easements,building lines,Owner's Certification and all matters listed herein 1. Restrictive covenants described in Warranty Deed with Vendor's Lien Shown on the plat of Westiake/Southlake Park Addition No.1 LOT 2R1 BLOCK 1 Recorded in Volume 4888,Page 622,Real Property Records,Tarrant County,Texas Recorded Volume 388-214,Page 78,Plat Records,Tarrant County,Texas d, U AFFECTS-described tract covers a portion of the surveyed property "°" z w 51e'r rFzcoLLARs• WESTLAKEISOUTHLAKE PARK ADDITION N0.1 100'Building line along the northemleastem boundary line w Z KIRfCyV00"HUD INST. NO. D209080990 Restrictive covenants described in Amended and Restated Declaration of Covenants,Conditions,and Restrictions 500'Building line along the southern boundary line a O.P.R.T.C.T. / Recorded in Volume 14007,Page 477,Real Property Records,Tarrant County,Texas AFFECTS AS SHOWN NORTH f` Affected by Volume 14834,Page 12,Real Properly Records,Tarrant County,Texas ROANOKE-DOVE \ I A=4°14'14" / AFFECTS-surveyed property is a portion of the described tract 10n. Terms,provisions,conditions,and easements in Memorandum of Cost Sharing and Reciprocal Easement Agreement R=622.00' Recorded Volume 9437,Page 1127,Real Property Records,Tarrant County,Texas 0 1Y2"IRFC \ \ L=46.00' 10e. Non-Exclusive Easement for Underground Utilities to Tri-County Electric Cooperative, Inc. Recorded Volume 2487,Page 210,Real Property Records,Denton County,Texas SITE ¢O LOT 85X "HUITTZOLLARS" Recorded Volume 9105,Page 190,Real Property Records,Tarrant County,Texas Affected by Volume 12902,Page 338,Real Property Records,Tarrant County,Texas 114 Z CB=S31°21 19 E Affected by Volume 12902,Page 333,Real Property Records,Tarrant County,Texas AFFECTS AS SHOWN GRAPHIC SCALE IN FEET C=45.99' AFFECTS AS SHOWN 100 D 90 100 200 DOVE � ,rz'IRFC 10o. Mineral estate and interest J �� ^GSA CONSULTANTS" / 1 Of. Non-Exclusive Easement for Underground Utilities to Southwestern Bell Telephone Company Recorded County Clerk File No.0206391569,Real Property Records,Tarrant County,Texas PHEASANT Im P.O.B. 518"IRFC / Recorded Volume 9140,Page 5321 Real Property Records,Tarrant County,Texas Recorded County Clerk File No.2006-150852,Real Property Records,Denton County,Texas1" - 100' 24X36 Z '-Pk 112"I 'HUITT ZOLLARS" Affected by Volume 9140,Page 591,&Volume 12902,Page 334,Real Property Records,Tarrant County,Texas AFFECTS-surveyed property is a portion of the described tract.This survey does not provide a determination or opinion p Q AFFECTS-same as item 1 Oe concerning the mineral estates and interests and all rights incident thereto in the above recorded document. Only the Z 0 p mineral estate's location relative to the surveyed property was determined by the surveyor. >_ 1n•IRFC 1Dg. Non-Exclusive Easement for Underground Utilities to Trophy Club Municipal Utility District No. 1 G&A CONSULTANTS' \ LOT 1 R1, BLOCK 1 Recorded Volume 9140,Page 532,Real Property Records,Tarrant County,Texas 10p. Mineral estate and interest 0MO X \ / WESTLAKEISOUTHLAKE PARK ADDITION NO.1 Affected by Volume 9738,Page 2354,&Volume 12902,Page 335,Real Property Records,Tarrant County,Texas Recorded County Clerk File No.D208441806,Real Property Records,Tarrant County,Texas \ INST. NO. D213118945 AFFECTS-same as item 10e Affected by County Clerk File No.D20947993,Real Property Records,Tarrant County,Texas LOT 83 \\ A=56°44'01" / AFFECTS-surveyed property is a portion of the described tract.This survey does not provide a determination or opinion O.P.R.T.C.T. 1 Oh. Non-Exclusive Easement for Underground Utilities to Enserch Corporation concerning the mineral estates and interests and all rights incident thereto in the above recorded document. Only the 'G&A CONSULTANTS \\ R=878.00' Recorded Volume 9172,Page 727,Real Property Records,Tarrant County,Texas mineral estate's location relative to the surveyed property was determined by the surveyor. LINE TYPE LEGEND LEGEND L=869.38' Affected by Volume 12902,Page 336,Real Property Records,Tarrant County,Texas \ CB=S57°15'10"E AFFECTS-same as item 10e 10q. Terms,provisions,conditions,easements,obligations,assessments and liens in Amended and Restated Declaration of BOUNDARY LINE ® ROOF DRAIN ® MAIL BOX / / \ C=8.34.30' Covenants,Conditions,and Restrictions — — — — EASEMENT LINE CABLE TV BOX O SANITARY SEWER CLEAN OUT \ 101. Easements to Tri-County Electric Cooperative, Inc. Recorded Volume 14007,Page 477,Real Property Records,Tarrant County,Texas BUILDING LINE ® CABLE TV HANDHOLE 5 SANITARY SEWER MANHOLE Recorded Volume 9187,Page 1766,Real Property Records,Tarrant County,Texas AFFECTS-surveyed property is a portion of the described tract. w WATER LINE CABLE TV MANHOLE SANITARY SEWER MARKER FLAG \ \ / AFFECTS AS SHOWN SS SANITARY SEWER LINE CABLE TV MARKER FLAG ® SANITARY SEWER MARKER SIGN LOT 82 \ \ 10r. Terms,provisions,conditions,and easements in Parting Covenant and Declaration of Easements STORM SEWER LINECABLE TV MARKER SIGN ® SANITARY SEWER SEPTIC TANK 112"IRFC 1 \ OD 10j. Easement to the City of Southlake Recorded County Clerk File No.D216123662,Real Property Records,Tarrant County,Texas GAS UNDERGROUND GAS LINE IM CABLE TV VAULT ® SANITARY SEWER VAULT \ OHE OVERHEAD UTILITY LINE © COMMUNICATIONS BOX STORM SEWER BOX ❑D "G&A CONSULTANTS" Recorded Volume 12180,Page 1534,Real Property Records,Tarrant County,Texas AFFECTS-surveyed properly is a portion of the described tract. 1L'Inc d�\ UGE UNDERGROUND ELECTRIC LINE 112•IRFC AFFECTS AS SHOWN "HUITT ZOLLARS" ® COMMUNICATIONS HANDHOLE ® STORM SEWER DRAIN UGT UNDERGROUND TELEPHONE LINE C COMMUNICATIONS MANHOLE D STORM SEWER MANHOLE•HUITT ZOLLARS" 1I2'IRFC 10s. Terms,provisions,conditions,and easements in Parking Covenant and Declaration Of Easements "HUITT ZOLLARS' / FENCE 0 COMMUNICATIONS MARKER FLAG ® STORM SEWER VAULT 1 Ok. Easement to the Town of Westlake Recorded County Clerk File No.D216123663,Real Property Records,Tarrant County,Texas CONCRETE PAVEMENT COMMUNICATIONS MARKER SIGN ® TRAFFIC BARRIER \ Recorded Volume 14838,Page 112,Real Property Records,Tarrant County,Texas AFFECTS-surveyed property is a portion of the described tract. ASPHALT PAVEMENT © COMMUNICATIONS VAULT • TRAFFIC BOLLARD \ AFFECTS AS SHOWN ELEVATION BENCHMARK N TRAFFIC BOX \ 112"IRFC IE FIBER OPTIC BOX ® CROSS WALK SIGNAL \ "HUITTZOLLARS' ° , " ! r FIBER OPTIC TRAFFIC LOT 81 I \ a A=23026,45" A=0 53 50 ® FIBER OPTIC MANHOLES ® TRAFFIC MANHOLE E rD 0 L , R=2928.00' FIBER OPTIC MARKER FLAG TRAFFIC MARKER SIGN \ U S R=2028.00 , FIBER OPTIC MARKER SIGN TRAFFIC SIGNAL �\ Or.Iq L-829.87' L=45.85 112•IRFC � � � / a i VIq Sol a „ CB=N84°19'33"E "HUITTZOLLARS" r \ / m FIBER OPTIC VAULT EM TRAFFICVAULT \ ` hlO CB=S83 30 09 E , ` ' MONITORING WELL ❑U UNIDENTIFIED BOX 25'PEDESTRIAN ACCESS EASEMENT _ iiiJJJ �t�� _ C=824.10 , .IRC=45.85 �1 1� "GSA CONSULTANTS' VOL. 9437,PG.1127 \ ` 112•IRFC °11111 1114 ' " , D �R ® GAS HANDHOLE ® UNIDENTIFIED HANDHOLE / GAS METER ® UNIDENTIFIED METER p4 "HUITT ZOLLARS' 1 / G GAS MANHOLE U UNIDENTIFIED MANHOLE I RIiFA ZQ4LAR5� D 1 ,III GAS MARKER FLAG UNIDENTIFIED MARKER FLAG GAS SIGN ® UNIDENTIFIED MARKER SIGN LOT 80 I ` —~~— — —— —V94REC-1 S7104647"E l — — � � GAS TANK � UNIDENTIFIED POLE _ "HUITT ZOLLARS' T 76.75' f ' 1 618'IRFC ® GAS VAULT O UNIDENTIFIED TANK 6'W IDE DIRT TRAIL ' _ d 'HUITT ZOLLARS" \ 1 �1 GAS VALVE ® UNIDENTIFIED VAULT X J j 25'PEDESTRIAN ACCESS EASEMENT 1 \ ❑T TELEPHONE BOX 00 UNIDENTIFIED VALVE _ 100'Bur 518"IRF _ D VOL. 9437,PG.1127 ^HUITT ZOL 1)2'ILI R C 1 518"IRFC ® TELEPHONE HANDHOLE TREE LOT 79 P.R. C r ANDDING LINT: V 'HUITT ZOLLARS" _ ' ' J e 'HUITT ZOLLARS" T TELEPHONE MANHOLE ® WATER BOX OPER ZONING 0+214,PG 78 ' 1 ' (� l TELEPHONE MARKER FLAG U FIRE DEPT.CONNECTION BLACK A NANCE NO' In .r 112'IRFC ® TELEPHONE MARKER SIGN ® WATER HAND HOLE 202 f 'HUITT ZOLLARS" GRANADA, PHASE 1 A=13°50'22" r IRSC r _ m TELEPHONE VAULT FIRE HYDRANT INST. NO. D215003584 I R=772.00 DROPINLET �� O OD l ® PIPELINE MARKER SIGN ® WATER METER LOT 1 R2, BLOCK 2 \ © ELECTRIC BOX WATER MANHOLE O.P.R.T.C.T. L=186.47' / �. ` f 1 WESTLAKEISOUTHLAKE PARK \ FLOODLIGHT ® WATER MARKER FLAG CB=N78°41'58"W MUNICIPAL DUG— / �� 1 I f w° ADDITION NO.1 GUYANCHOR WATER MARKER SIGN C=18682' BANK ESMT. ——— /I w �} GUY ANCHOR POLE ® WATER VAULT VOL. 14838,PG.112 / / ——'FM oLLARS• INST. NO. 0200259153 ® ELECTRIC HANDHOLE I>< WATER VALVE /i / L �� / � O.P.R.T.C.T. d=87°17,57" a LIGHT STANDARD � AIR RELEASE VALVE / I ® ELECTRIC METER WATER WELL MUNICIPAL DU R=20.00' \ , E ELECTRIC MANHOLE IRSC 518"IRON ROD W/'KHA•CAP SET LOT 78 r / B'WIDE DIRT TRAIL VOL.14838,PG.1"2 CB=N60 1329 W 11 / / CID ELECTRIC MARKER FLAG IRFC IRON ROD WITH CAP FOUND `o / NON-EXCLUSIVE A=]°4$'05" 1 ® ELECTRIC MARKER SIGN PKS PK NAIL SET NON-EXCLUSIVE UNDERGROUND FACILITIES MUNICIPAL DUCT R=2928.00' C-27'61' UTILITY POLE PKF PK NAIL FOUND MUNICIPAL DUCT UNDERGROUND FACILITIES EASEMENT(SEE NOTE N0.9) BANK ESMT. L=396.13' T ELECTRIC TRANSFORMER IRF IRON ROD FOUND EASEMENT(SEE NOTE NO.9) BANK ESMT. VOL. 14838,PG.112 m ELECTRIC VAULT IPF IRON PIPE FOUND VOL.14838,PG.112 CB=N80°00'05"E 112'IRFC HANDICAPPED PARKING ADF ALUMINUM DISK FOUND u7 20'NON-EXCLUSIVE C=395.83' 'H TT ZOLLARS- 11 / —� SIGN XS x CUT IN CONCRETE SET 1I2'IRFC UNDERGROUND 11 / MARQUEE/BILLBOARD XF W CUT IN CONCRETE FOUND 'G&A CONSULTANTS' c+) CHAIN LINK FENCE 1 •O LOT4 BLOCK 2 M FACILITIES EASEMENT 1 s B BORE LOCATION P.O.B.POINT OF BEGINNING ° EQUIPMENT ENCLOSURE I� o VOL. 9187,PG. 1766 LOT 77 Z � � � �$ \� \ WESTLAKEISOUTH LAKE PARK ADDITION N0.1 O FLAG �ETRAP P.D.C.POINT OF COMMENCING NON-EXCLUSIVE J a O.P.R.T.C.T. \� sle•IRFC INST. NO. D216001903 UNDERGROUND GRAVEL oma 1\ "HUITrzoLLARS' FACILITIES EASEMENT k \ •0�0 \\ VOL.9187,PG.1766 C4 112"IRFC \ � Q N 2� 25'PEDESTRIAN ACCESS EASEMENT 'G&A CONSULTANTS' 500'BUILDING LINE,VOL.388-214,PG.78, 18•RCP 02�L `\ \ VOL. 9437,PG.1127 / P.R.T.C.T.AND PER ZONING ORDINANCE NO.202 PORTION OF ` uJ 0 LOT 76 I LOT 1, BLOCK 3 \ WESTLAKEISOUTHLAKE PARK ADDITION NO.1 V LID VOLUME 388-214, PAGE 78 Q �� \\ — — P.R.T.C.T. 00! N \ 09. \\ 1n' 62.531 ACRES �� '� 'GSA CONSULTANTSNTS'' I 2,723,851 SQ. FT. Cj• e=30°17'00' \\ LOT 75 I I I RL=652.52' CB=S31°43'27"E \\ C=644.95' \\ \\ \ \ LOT 2R, BLOCK 2 ,n"IRFC PORTION OF SURVEYED TRACT AFFECTED \\ WESTLAKEISOUTHLAKE PARK ADDITION NO.1 'G&ACONSU W IRIFI' I BY RESTRICTIVE COVENANTS DESCRIBED REMAINDER OF ��sre"IRFC CABINET A, SLIDE 283 IN WARRANTY DEED WITH VENDOR'S LIEN LOT 1, BLOCK 3 \\ 'HUITT ZOLLARS" I \ I RECORDED IN VOLUME 4888,PAGE 622, WESTLAKEISOUTHLAKE PARK ADDITION NO.1 \\ P.R.T.C.T. \\ 518'IRF R.P.R.T.C.T. VOLUME 388-214, PAGE 78 I 1 LOT 74 P.R.T.C.T. \ \\ \ \ \ \\ IRSC 1/2'IRFC \ 'G&A CONSULTANTS' \\ U \\ WROUGHT IRON \\ LOT 85X FENCE WROUGHT IRON FENCE 500'BUILDING LINE,VOL.388-214,PG.78, G��� \ so\\ " P.R.T.C.T.AND PER ZONING ORDINANCE N0.202 ,��� `J� \\ S,Q ——— 112 IRF(DISTURBED) N89029'S4"E 1774.99' °yh08 5J8"IRFC 518'IRFC 518"IRFC 518•IRFC­""" RFC 518•IRFC Sc 518'IRFC SW IRFC —-PSB I- 518"IRFC �� \\ SIB•IRFC \ — 518'IRF——`—————PBSIU 518"IRF ———————PlAr—— ———— "PBS&J• ` — _— —��� —— —— _— "PBS&J"— —— —` —— P658J" — —— —— — P658J•— _——————— NON-EXCLUSIVE "PBS&J' O HUITT ZOLLARS' 'PBS&J' r \ UNDERGROUND FACILITIES I I I \ EASEMENT(SEE NOTE NO.9) A=17°42'38" �\ \ ` BLOCK BI I ' &WIDE GLENWYCK FARMS I LOT 13 / RL=381.00 DIRT TRAIL Q 11 LOT 3 I I \ I I LOT 10 I I I I I ° " L=381.44' \ S64°35'00"EXF LOT 7 I CABINET A, SLIDE 5814 LOT 11 LOT 12 / N89 01 11 E 494.60 rRsc IRSC C=379.92' 'HUITT ZOLLARs' / // III \ LOT 8 I P.R.T.C.T. I 30'UTILITY EASEMENT I I III I � CB=855°43'41"E 518•IRFC 11244' ❑ 1 / / I I \\ \ CAB.A,SL.5814 I I I 36"RCP Q LOT 2 1\ / j/ I I \\\\ I I LOT 14 I 25 PEDESTRIAN ACCESS EASEMENT CONCRETE / O , /, I I VOL. 9437, G �y \ / / LOT 4I \ \ 'IRFC WROUGHT IRON HEADWALLH / FENCE I WI�WALLS ;.1 \\ / "HUITr�NLAR3' E I••IJ I I 6W NAIL II - BROKEN BEND DRIVE I LU , /// HEADWALL SEVEN \\ O — — FIND.I I LOT 6 — — !L 10'X 10'RCB \\ I TI 20'UTILITY EASEMENT /// \ Z es&J" °V VOL. 12180,PG.1534 `,// A=42036'56" v I I w I z /%// R=515.98' L=383.77' Ln \ \\ \ LOT 1 ur LOT 5 1 , LOT 15 I /�,/ CB=N4 C-1374?9 ` \ a . I //// / VARIABLE WIDTH— `� 5 a. UJ FLOODWAY EASEMENT \ " `c+� I / / / METAL FENCE \ I 4APPARENT GAP BETWEEN / / VOL. 9437,PG.1127 n O I PROPERTY LINES. / s1a°IR ❑T U (1,078*sII / / S88°13'10"W 375.57' 518"IRF S89°01'11"W 1467,40' _ _ I ——`——r— 112'IRF BARBED WIRE 1 METAL FENCE� 1'IRF ___ _ — 72V — ——— FENCE "SLS 4415•12•IRFC W CORNER POST ` -IFND. 112"IRFC �� 1 \ > PROPERTY DESCRIPTION PRECISE LAND I BARBED WIRE SURVEYING- a THENCE North 89°01'11" East, continuing across said Lot 1, a distance of 494.60 feet to a 518 inch iron rod with plastic cap stamped "KHA" I FENCE WATER AND / 12'PUBLIC ACCESS LOT 20 EASEMENT 1 BEING a tract of land situated in the C.M.Throo Survey,Abstract No. 1510, Ci of Westlake,Tarrant County, Texas and being a portion of set for corner; UNDERGROUND INST.NO.D208375268 [L P Y City tY� 9 P LOT 16 I I ELECTRIC EASEMENT a a Lot 1, Block 3, Westlake/Southlake Park Addition No. 1, an addition to the City of Westlake, Tarrant County, Texas, as shown on the plat I CAB.A,SL.6965 N thereof recorded in Volume 388-214, Page 78, Plat Records,Tarrant County,Texas, and being more particularly described as follows: THENCE North 52°55'43" East, continuing across said Lot 1, a distance of 375.61 feet to a 518 inch iron rod with plastic cap stamped "KHA" I 1 / LOT 19 P_ set on the westerly right-0f--way line of Sam School Road (a variable width right-of-way, Volume 388-214, Page 78), same being the 518"IRFC I LOT 2, BLOCK 1 BLOCK 1 / BEGINNING at a 112 inch iron rod with plastic cap stamped"HUITT ZOLLARS"found for the northwest corner of said Lot 1, on the southerly beginning of a non-tangent curve to the left having a central angle of 17042'38", a radius of 1234.00 feet, a chord bearing and distance of 'POSW.. DOVE ADDITION TERRA BELLA \ r right-of-way line of Solana Boulevard (a variable width right-of-way, formerly Kirkwood Boulevard,Volume 388-214, Page 78), common with South 55°43'41" East,379.92 feet; — — CABINET A, SLIDE 6965INST. NO. 0208375268 \ +1 Z the northeast comer of Granada, Phase 1, an addition to the City of Westlake, according to the plat thereof recorded in Instrument No. P.R.T.C.T. O.P.R.T.C.T. D215003584, Official Public Records, Tarrant County, Texas, same being the beginning of a non-tangent curve to the right having a central THENCE in a southeasterly direction, along the common line of said Lot 1 and said Sam School Road and with said curve to the left, an arc — XF �vE w angle of 4°14'14",a radius of 622.00 feet,a chord bearing and distance of South 31°21'19"East,45.99 feet; distance of 381.44 feet to a 516 inch iron rod with plastic cap stamped"HUITT ZOLLARS"found at the end of said curve to the left; "RPL548 �I SURVEYORS CERTIFICATION: g��A oR W 1 LOT 18 •SER � ° x THENCE in a southeasterly direction, along the common line of said Lot 1 and said Solana Boulevard and with said curve to the right, an arc THENCE South 64035'00" East, continuing along said common line, a distance of 112.44 feet to a 518 inch iron rod with plastic cap stamped I To: BRE Solana, LLC, a Delaware limited liability company, Wilbow Corporation, Republic Title of Texas, distance of 46.00 feet to a 112 inch iron rod found at the beginning of a non-tangent curve to the left having a central angle of 66'44'01", a "HUITT ZOLLARS"found at the beginning of a tangent curve to the right having a central angle of 42°36'56", a radius of 515.98 feet, a chord I Inc., and First American Title Insurance Company: m radius of 878.00 feet,a chord bearing and distance of South 57°15'10"East, 834.30 feet; bearing and distance of South 43016'32"East,374.99 feet; NOTES: W This is to certify that this map or plat and the survey on which it is based were made in accordance with the ALTAIN S PS LAND TITLE SURVEY � THENCE in a southeasterly direction, continuing along said common line and with said curve to the left, an arc distance of 869.38 feet to a THENCE in a southeasterly direction, continuing along said common line and with said curve to the right, an arc distance of 383.77 feet to a 1. All comers are 518"iron rods with plastic caps stamped"KHA",unless otherwise noted. 2016 Minimum Standard Detail Requirements for ALTAINSPS Land Title Surveys, jointly established and a 112 inch iron rod With plastic cap stamped"HUITT ZOLLARS"found at the end of said curve to the left; 318 inch iron rod found for the most southerly southeast corner of said Lot 1, common with the northeast comer of Terra Bella, an addition to adopted by ALTA and NSPS, and includes Items 1, 2, 3, 4, 6, 7(a), 81 and 9 of Table A thereof. The field work the City of Westlake,according to the plat thereof recorded in Instrument No. D208375268,said Official Public Records; 2. All bearings shown are based on grid north of the Texas Coordinate System of 1963, North Central Zone (4202), North was completed on January 5, 2017. 62.531 ACRES ° American Datum of 1983. All dimensions shown are ground distances. To obtain a grid distance, multiply the ground THENCE South 85°37'09" East, continuing along said common line, a distance of 301.96 feet to a 112 inch iron rod with plastic cap stampeddistance by the Project Combined Factor(PCF)of 0.999848461. PORTION O F LOT 1 , BLOCK 3 0 HUITT ZOLLARS found at the beginning of a tangent curve to the right having a central angle of 13'50'22",a radius of 772.00 feet, a chord THENCE South 88013'10"West,departing the westerly right�f-way of said Sam School Road and along the common line of said Terra Bella, PRELIMINARY Q bearing and distance of South 78041'58"East, 186.02 feet; a distance of 375.57 feet to 112 inch iron rod found for comer; 3. No buildings were observed on the surveyed properly. N Michael B. Marx THIS DOCUMENT SHALL WESTLAKE/SOUTH LAKE PARK ADDITION 4. The surveyed property does not appear to be in use as a dump,sump or sanitary landfill. 9 THENCE in a southeasterly direction, continuing along said common line and with said curve to the right, an are distance of 186.47 feet to a THENCE South 89001'11"West, continuing along said common line, passing at a distance of 874.34 feet a 112 inch iron rod with plastic cap Registered Professional Land Surveyor No. 5181 NOT BE RECORDED FOR 518 inch iron rod with plastic cap stamped"HUITT ZOLLARS"found at the end of said curve to the right; stamped "PRECISE LAND SURVEYING" found for the northwest corner of said Terra Bella and continuing along the southerly line of said Kimley-Horn and Associates, Inc. C. M. TH ROO P SURVEY 5. At the time of survey,there was no visible evidence of current earth moving work,building construction or building additions. ANY PURPOSE AND Lot 1 for a total distance of 1467.40 feet to a metal fence comer post found for the most southerly southwest corner of said Lot 1, same being 5750 Genesis Court, Suite 200 SHALL NOT BE USED OR g THENCE South 71046'47" East, a distance of 76.75 feet to a 518 inch iron rod with plastic cap stamped "HUITT ZOLLARS" found at the on the westerly line of Glenwyck Farms, an addition to the City of Westlake, according to the plat thereof recorded in Cabinet A, Slide 5814, 6. Underground utilities shown hereon are based on evidence observed on the surface at the time of this survey. FrISCO, Texas 75034 VIEWED OR RELIED ABSTRACT NO. 1510 beginning of a tangent curve to the left having a central angle of 23026'45", a radius of 2028.01 feet, a chord bearing and distance of South said Plat Records; Ph. 972-335-3580 UPON AS A FINAL w 83°30'09"East, 824.10 feet; 7. This survey was performed with the benefit of a current title commitment, provided by First American Title Insurance michael.marx@kimley-hom.com 3 surveyed property. Company,GF.No. 1002-192628-RTT,effective date June 28,2016,issued July 15,2016.The surveyor did not abstract the SURVEY DOCUMENT , O THENCE North 0°20'11" East, along the common line of said Glenwyck Farms and said Lot 1, a distance of 460.52 feet to a 518 inch iron rod ��� CITY OF WESTLAKE m THENCE in a southeasterly direction, continuing along said common line and with said curve to the left, an arc distance of 829.87 feet to a with plastic cap stamped "PBS & X found for the most northerly southeast comer of said Lot 1, common with the northeast comer of said TARRANT COUNTY, TEXAS 518 inch iron rod with plastic cap stamped "HUITT ZOLLARS"found at the beginning of a compound curve to the left having a central angle Glenwyck Farms; 8. According to Community Panel No. 48439CO085K, dated September 25, 2009, of the National Flood Insurance Program of 0053'50", a radius of 2927.66 feet,a chord bearing and distance of North 84019'33"East,45.85 feet; Map, Flood Insurance Rate Map of Tarrant County, Texas, Federal Emergency Management Agency, Federal Insurance N THENCE South 89029'54" West, continuing slang said common line, a distance of 1774.99 feet to a 518 inch iron rod found for the most Administration, this property is not within a special flood hazard area. If this site is not within an identified special flood hazard area,this flood statement does not imply that the property and/or the structures thereon will be free from flooding or THENCE in a northeasterly direction, continuing along said common line and with said curve to the left, an arc distance of 45.85 feet to a 5/8 northerly southwest corner of said Lot 1, common with the southeast comer of the aforementioned Granada, Phase 1; flood damage. On rare occasions,greater floods can and will occur and flood heights may be increased by man-made or inch iron rod with plastic cap stamped"KHA"set at the end of said curve to the left; natural causes. This flood statement shall not create liability on the part of the surveyor. Kim e >>> Horn THENCE North 0033'05"West, along the common line of said Lot 1 and said Granada, Phase 1, a distance of 1475.13 feet to the POINT OF Cal THENCE South 0058'49" East, departing said common line and crossing said Lot 1, a distance of 920.26 feet to a 518 inch iron rod with BEGINNING and containing 62.531 acres or(2,723,851 sq.ft.)of land, more or less. 9. Non-exclusive Underground Facilities Easement 5750 Genesis Court, Suite 200 Tel. No. (972)335-3580 LL Recorded Volume 9105, Page 190;Volume 9140, Pages 532&591;Volume 9156 Page 776;Volume 9738, Page 2354; Frisco Texas 75034 FIRM# 10193822 Fax No. (972)335-3779 Y plastic Cap Stamped"KHA"Set for Comer; Volume 9172,Page 727,Real Property Records,Tarrant County,Texas iii Copyright®2016 Affected by Volume 12902,Pages 333 36,Real Property Records,Torrent County,Texas Scale Drawn by Checked by Date Project No. Sheet No. < tamley-Homand Assmiates,Inc. NO. DATE REVISION DESCRIPTION All rights reserved 1"= 100' MBM KHA 01/12/2017 067125008 1 OF 1 ° THE KNOLLS AT SOLANA PROPOSED DEVELOPMENT PLAN PROPOSED PLANNING DISTRICT 1-4 TOWN OF WESTLAKE This document is intended to be a summary of the key development terms and principles proposed for the development of The Knolls at Solana, a 62.5 acre land parcel that fronts on Solana Boulevard and is located between the Granada residential community and Sam School Road. GENERAL INFORMATION Developer: Wilbow Corporation, Inc. (www.wilbow.com) Community: Gated enclave of 65 custom villa homes walkable to the Solana Urban Center and Larry North Fitness Product Type: Luxury Custom Villa Homes (3,000 to 5,000 square feet) 1 and 2 story massing, 3-car garages Higher security and lower maintenance typologies Home Pricing: Estimated to be$1.2 to $1.7 million Sales Program: Lot sales to local custom home builders with a limited offering to individuals Access: Two entrances from Solana Boulevard located at existing median cuts Community Amenities: Pavilion, Dog Stations, Bocce Court Private internal trail network with connections to the Solana Boulevard and Dove Road public Trails Community Fencing: The community's Solana Boulevard frontage will have a decorative metal picket fence and entry gates with optional masonry columns and/or panels where screening is necessary on the Solana Boulevard frontage. The fence shall be located at the boundary of the 100' Solana Boulevard buffer and the development zone. In addition, all individual lot line fences adjacent to the buffer and common areas shall be limited to decorative metal pickets so as to create a more transparent view in the undeveloped forest land. The primary goal for the fencing is to effectively disappear and allow the natural forest land setting to be open to view from all perspectives. PD 1-1-10% Coverage Test: Based on an assumption of 65 homes all at the maximum footprint of 5,000 sf, less an allowance of 850 sf for 3-car garages and 200 sf for a covered patio, or 3,950 sf,the project is estimated to have total cumulative coverage of 256,750 1 sf against a total land area of approximately 2,722,500 square feet, or 9.43% coverage. It is understood that Blackstone/EOP and the other land owners in PD 1-1 are committed to a cumulative test across PD 1-1 that the coverage will not exceed 10%. COMMUNITY INFORMATION Home Owner Association: The community will be governed by a to-be-established Homeowner's Association ("HOA")that will be responsible for common area maintenance, private street maintenance,front yard maintenance and enforcing the Design Guidelines for the community. Home Builders: An Approved Home Builder program will be established with specific criteria that will limit home building to only approved custom home builders Design Guidelines: A detailed Design Guideline document is being prepared that will follow the examples set by Vaquero and Granada to ensure a high quality of design and construction of all homes. Architectural Review: An Architectural Control Committee ("ACC")will be established through the HOA/Declarant that has approval authority over house designs prior to submittal for permitting. LOT SPECIFICATIONS Lot Density: 65 residential lots measuring at least 10,000 square feet in area (approximately 80'x 135') or approximately 1.04 lots per gross acre. A Concept Plan is attached for reference. Lot Size: Minimum lot size is 10,000 sf Minimum lot width is 80 feet measured at the standard front setback line Lot Coverage: The maximum Footprint for a home shall be limited to 47%of the entire lot area for a 1-story home and 43%for a 2-story residence. Footprint is defined as all areas that are contained within the ground floor air-conditioned space, garages and covered patios of the main residence (excludes open porches, patios, porte- cocheres, or other unenclosed areas and accessory buildings). HOUSE SPECIFICATIONS Minimum Size: All residences shall be a minimum of 3,000 sf of air-conditioned living space. Massing: For 2-story structures, the 2"e story shall not exceed 50%of the 1St floor footprint. 2 Building Height: The maximum height of all structures shall be two and one-half stories or 28 feet measured to the mid-point of the highest sloping roof above existing grade. Building Setbacks: Given the relative size of the proposed lots, the following setbacks are proposed: Front: 30 feet at the standard front setback line (20 feet on cul-de-sac lots) Rear: 20 feet Side: 10 feet A 10' encroachment in the standard front setback is permissible for up to 26' of width of the residence (please see the Lot Dimension exhibits). Garages: Every house shall have a minimum of three (3) enclosed parking spaces. Garage doors shall be made of sectional wood, or be wood clad, or glass and steel. Garage doors shall be recessed a minimum of six inches from the plane of the adjacent wall. Front facing garage doors are allowed if located further back on the lot than the side-facing garage portion, and are in a motor court setting. Roofs: Roofing materials where visible shall be limited to concrete or clay tile, slate, or standing seam metal. No more than two houses on adjacent lots, fronting on the same street, may have the same type and color roof material. Exterior Walls: Exterior walls shall have horizontal and vertical articulation or architectural delineation on all elevations. Landscaping: Landscape beds (including gravel mulch) shall be located along the foundation line of all structures, except where paving is adjacent to the structure, and must extend away from the foundation a minimum of five feet. Fences: All homes shall have a back fence comprised of metal picket. Privacy fences comprised of metal picket shall be permitted only on interior side lot lines to provide privacy to outdoor patio and pool areas. Exterior Lighting: All exterior lighting shall be subdued, indirect, and comply with Town ordinances as well as follow Dark Skies Design Guidelines. PARKS AND OPEN SPACE Open Space: Per the Westlake Comprehensive Plan and Future Land Use Plan, approximately 36 acres of the 62.5 acres subject site is designated as open space including the to-be-designated Parkland Dedication (please see below). Per the proposed development plan, approximately 37.2 acres or 59.5%of the gross acreage is set aside as either open space or park dedication area. Parkland 3 Dedication: In accordance with Section 82-389 (a) (1) of the Code of Ordinances regarding Land Dedication Requirements for Residential Developments, "Park and recreational areas ... shall be dedicated to the town at a ratio of one acre of park land for every 30 residential dwelling units or prorated portion thereof." Accordingly,the proposed 65 lot density would result in a parkland dedication area of approximately 2.17 acres. It is envisioned that a 2.17 acre area fronting on Sam School Road and atop the "Mayor's Hill"would be an ideal Park area that, at the Town's election, could either be dedicated to the Town or deeded to the HOA(HOA would have responsibility for maintenance) with a public access easement. STREETS, PARKING, SIDEWALKS,TRAILS Streets: All community streets shall be private and constructed of asphalt with concrete outer bands and/or mountable curbs fronting the lots. Proposed that the streets be no less than 27' in width including a mountable concrete curb on both sides (please see the Lot Dimension exhibits). Visitor Parking: To minimize on-street parking and improve emergency access, a minimum of one (1)visitor parking space shall be provided for every two (2) homes and the spaces are generally dispersed across the community. Street Lights: Street lighting shall be located at all corners and intersections. Lights shall be low pedestal type fixtures that comply with Town ordinances as well as follow Dark Skies Design Guidelines. Sidewalks: A variance to the Code of Ordinances is requested to allow for a single sidewalk on one side of the main spine road (sidewalks are normally required on both sides of a roadway for lots of 12,000 square feet or less)within the development, in the general location shown on the Concept Plan. Sidewalk width inside the community will be a minimum of 5'. All sidewalks shall be made of concrete, stone, or pavestone. Trail System: The internal sidewalk will tie into the Solana Boulevard public Town Trail via gated connections at both entries. Any public trail construction (outside of the community) will be a minimum of 6' in width, other than the connections to the internal sidewalk which shall be a minimum of 5' in width (all identified public trails can be seen on the Concept Plan). At the Town's election,the portion of the Solana Boulevard public Town Trail that fronts on the project will be improved to either a concrete condition or be maintained with the existing decomposed granite. UTILITIES 4 Water: Town of Westlake Sewer: Town of Westlake Storm Water: Combination of bio-swales, detention pond(s), and connection to the existing public street storm water system Duct Bank: A Duct Bank system shall be installed by the Developer throughout the subdivision as required by Town ordinances. The home builder shall tie into the Duct Bank prior to the Final Inspections or Certificate of Occupancy approval. Development Setbacks: The development plan calls for a concentrated development envelope of approximately 25.2 acres generally centered within the 62.5 acre parcel. Along the Solana Boulevard ROW, a 100' setback is planned. Within the ROW,there is likely to be a 20' utility easement for storm water detention and utility connections. On the property's western (Granada) and southern borders (Glenwyck), a 150' setback is planned. On the south border,there will be an additional 25' utility and trail easement planned that effectively expands the south boundary setback to 175'. The eastern portion of the property("Mayor's Hill")to the Sam School Road frontage is not planned to be developed other than as part of the Parkland Dedication and a possible public trail extension. TREE MITIGATION Tree Survey: A tree survey of the site was conducted by Kimley Horn in November 2016 through a sampling process approved by Town Staff whereby 10 pre- determined, evenly-spaced, 0.1 acre plots were surveyed. All trees 6-inches in diameter and greater were tagged and counted. DBH ("Diameter Breast Height")was measured according to City of Westlake ordinances. The results of the survey determined that there were approximately 105 Protected Trees per acre on the East Side of the sample area, and approximately 162 Protected Trees per acre on the West side of the sample area. Tree Mitigation: The development plan has been carefully designed to minimize grade and tree disturbance other than for the creation of the private street and utility systems and some grading and clearing of selected lots. Further, an investigation has been conducted of a "floating post-tension steel concrete slab foundation"that would be required of all builders to allow for minimal impact to tree root systems near each building envelope. 5 A tree mitigation plan is also proposed based on the following initiatives: • Replanting requirements in the common areas and street ROW's through a formula of caliper inches of approved hardwood trees, or per 30 linear feet of street frontage of the common area • No mitigation shall be required of any individual lot. Each lot shall plant at least two 3.5" caliper trees from an approved hardwood tree list. If existing native trees are preserved in the front or street-side side yards,they can be utilized to satisfy the tree planting requirement on the lot. • Designation of a 100%wildlife natural preserve (non-disturbance classification) in the 150' setback areas that border on Granada, and Glenwyck Farms (other than a 25' wide water line and trail easement cut- through to Dove Road) • Planting of pine trees in the portion of the Solana Boulevard median that fronts the project, in a configuration and size consistent with the proposed Entrada program • Environmental enhancements that may include the following: o Investigating rainwater collection systems that would be encouraged on each home to create a first source irrigation option o Where possible, bio-swale installation to reduce storm water runoff • In addition to the above components of the Tree Mitigation Plan, two alternatives are proposed to the Town to further address mitigation: o Alternate A-Commitment to fund and install improvements to the Parkland Dedication area fronting on Sam School Road that could include options such as: ■ Dedicated trailhead parking spaces as part of the existing adjacent parking lot ■ Wood stairway built into the "Mayor's Hill" (see attached illustration) ■ Passive fitness stations on the "Mayor's Hill" ■ Picnic area on the "Mayor's Hill" o Alternate B—Commitment to deed land to the Town that fronts on Sam School Road that can be used for any municipal purpose. In this case, it is assumed that a municipal use would be exempt from the cumulative PD 1-1 coverage test. ADMINISTRATIVE Project Consultants: Environmental Alpha Environmental Geotech Alpha Environmental Site Plan Sage Design Group Civil Engineering Kimley Horn Survey Kimley Horn Tree Survey Kimley Horn Market Study Residential Strategies 6 THE KNOLLS AT SOLANA PROPOSED DEVELOPMENT PLAN COMPREHENSIVE PLAN COMPATIBILITY PART 1—ASSESSMENTS "Office development is the most frequently overbuilt and fluctuating property type.Therefore, it is highly possible that office zoned land further from the SH 114 frontage could be considered for residential rezoning." Population and Demographics Assessment—Over 50% of the Town's population is age 45-64 as of 2010 (the "Grandparent Effect")with a high labor participation rate (2-earner couples) and is highly educated. A concern raised in the Plan is the demand for high quality, low maintenance housing for this aging segment. Existing Conditions Assessment—Concern regarding heightened demand for storm water detention due to future vested office development with high impervious surface areas. Forest Knoll will represent significantly less impact in terms of surface water impact. Development Suitability—The site is part of the 5%slope designation that is sensitive to development and building height. Forest Knoll's small lot, low density footprint will represent significantly less slope disturbance and building mass versus an office development. Transportation &Circulation—While Solana Boulevard carries approximately 5,000 cars/day with a capacity for up to 36,000 cars/day,the Town's 2-lane roads are insufficient for current demand. Forest Knoll will represent a significantly lower traffic impact than the vested potential right to develop office buildings on the site. Infrastructure Capacity—Although residential water usage is high in Westlake, it is still below standard office demand. Forest Knoll, with its proposed water conservation plan, will reduce potable water demand versus alternative development options. PART TWO—GOALS AND PRIORITIES "The notion of Westlake as a commercial center, serving a tributary population of over 200,000 people is dramatically different from the pastoral identity that currently prevails and is perhaps the greatest planning challenge going forward." Citizen Priority Statements—Derived from community comments at public workshops: • Maintain views of a largely undeveloped foreground as Westlake grows • Preserve the sense of balance between residential and commercial development by promoting continuity of development forms • Maintain a continuity between the character of future smaller lot development and the dominant larger lot development of Westlake by a consistency in landscape, design quality, and general visual character of development as seen from the street. • Promote a continued use of natural forms in, and non-structured means of, storm water management and detention facility design. The Knolls at Solana Public Art Proposal August 2017 Wilbow Corporation is a great believer in public art. Our founder,William Bowness, has a keen interest in art and has amassed one of the largest collections of Australian art that exists today. With the Town of Westlake's renewed commitment to a community public art program, being led by Robin McCaffery of Mesa Design, Wilbow would like for The Knolls at Solana to be an early participant in the public art program. Wilbow proposes the following terms: Donation: Wilbow will make a contribution of$10,000 for public art to the Town of Westlake to be designated toward an outdoor sculpture. Wilbow would welcome matching funds to the extent they are available. Location: At a location within the boundaries of the 62.5 acre parcel, to be selected by either the Town of Westlake Public Art Committee or by Town Council. Wilbow recommends a location in the public-access area of the open space near the Sam School frontage. Competition: Wilbow encourages the concept of a public art competition. The competition should be managed by the Town of Westlake Public Art Committee. Maintenance: To the extent the final artwork will require maintenance, Wilbow recommends the Homeowners Association ("HOA") associated with The Knolls at Solana be required to fund and provide maintenance. Timing: Based on the current development schedule, it is expected that home construction at The Knolls at Solana will commence in early 2019 with first residents expected in late 2019, early 2020. Ideally,the artwork would be complete and installed by the end of 2019. Wilbow funding would occur at time of land development commencement. • Create meaningful and purposeful buffers between single-family, lower density, residential uses and non-residential development that link activities while protecting the residential areas from encroachment • Preserve and promote the single family character of the Solana area as commercial PD's develop • Encourage the gathering of required detention into major environmental amenities for the Town • Promote water conservation and reduce water usage • Provide park and recreation opportunities that serve the needs of Westlake's present and future population such as dog parks and playgrounds • Provide recreational opportunities that are more undeveloped passive open spaces that serve less intense and contemplative activities, such as an arboretum or natural preserve PART THREE—THE HOUSING PLAN "Finally,the older population of Westlake will face life transitions over the next few years, but they desire to continue residence in their Town. This means that other high price point housing options are needed in the housing inventory of the Town." Key excerpts from The Housing Plan section of the Comprehensive Plan: • The Commercial 2 District is meant to be a land use density transition from highway fronting commercial use to landscape dominated residential use • Currently, Westlake generally offers one type of housing product: large lot or acreage home sites in communities that generally attract affluent mature professional households • It is not that Westlake must offer a residential product for every budget and household type, but a wider spectrum of high-quality housing types will broaden the appeal of Westlake for executive decision-makers • The introduction of product types appealing to older households will allow Westlake's current mature professionals and empty nesters to remain in the community and downsize to a more suitable product; perhaps a product that is lower maintenance but not lower quality • Product types could be priced over$800,000 or$1 million, but would come in lower maintenance forms such as villas and small-lot detached homes designed for busy lifestyles and convenience without sacrificing quality • Product types appealing to the buyer(age 65+ households) include higher density (townhomes, villas, and garden residences), higher security, and lower maintenance typologies. The ideal size of these projects is approximately 15 to 35 acres, making them ideal for small parcels north of Dove Rd., as transitional between lower- density, single-family development and commercial development Disclaimer: This Development Plan is not intended to be, and does not constitute, a binding agreement by either party, nor an agreement by either party to enter into a binding agreement, but is merely intended to specify certain of the proposed terms and conditions of a Development Plan or Agreement contemplated herein. 7 4w ipI � ,47• E,L . }C>t'� - . �' -- - -w4.•' v '' _.� • �F j.ir 1'^ - I 1 ' n..} - 1 . f' _ ' � - . - , .' .�• _ 1 .5 } LAND USE SUMMARY �'�..trry ',R'S .,' _ yP'� f. ': '. r —•r _.{":.. µ �` + -` •:� � i z= .r-� f, _ ,■ - f t 1 lllr'r Flo {w AREA ANALYSIS Ot r J; , t r' {'- ti 3r ;-r .• •yy r i,•'` t – _ t r T #yam _= k g tS 1 ti -- % }} 1F .f. ' - ,-�1 _ *F R y � 1.� - r< f r W- - L.4y,. _ _+ _ t = '•1._ 1 1 1 , 1 �, 'f'i�',L - '+ '' „ ` ,�' Y fti�C '- _ "rV MP , - ; _ "r` , 1' •I" ' '�.: ,! r... 1 , r. pk 91 -.r - ' ` - `- iarrt'.j3 fi` t1i,tip. - — _ i' •`! ,�' Ad _ l .rryr __ � s -ter•,' . ` r ' � .,. F 'S_rJt yy�•. r �'. ,. - �. - ., . y':! + - y � � *�,� _ ; r4' �; LOT CHARACTERISTICS GATED ENTRY r :, , ; 100 BUFFER - _ � -- �` ' - - - I ► 1 � � - - - - %�t _ ► ► I ► ► SII r } #r � � •.rr .. :f 5� ` s 4 ..i._ _ �.- ..5�j i y ' I ' 1 I ' I 1 ' 1 Ik— Milk - r } - • - GATED ENTRY r 4. INN - - _ Tr MJ J j J 1 . MAXIMUM BUILDING HEI S D FRO E EXISTING LOT GRADE TO GRANADALuO THE MIDPOINT OF THE p•GHES C OR HIP VE: PHASE I m • � a 2. THIS PLAN ISXONCEPTUAL IN MATURE. THE LAYOUT AN D INFO. SHOWN ON JUE PV ARE PRELIMINARY AND SUBJEC BHANG - � � 1� � AMENITY AREA • - - ' - - .- - - --� � r , i r•` L r 'w •j' �,i...1 _ yra.. 1. ;, � , MOW v _. va25' UTILITY ESMT. & To-R-014w _kj AkV,-0 T ' -_ 150 BUFFER •� = 4 t ' ya;ys,y` . Y f• , ' - [ O/ ' _ • s r } 1 _pop _ # _ r•E4' ''•'v to � DETENTION _r rry .� ' . r FARMS Y "%6,-- tpAREA ` .rte tip .r s ti IJ 3r' _ - r rt r _ y - 'e V- I i - V - � �. .ter - >� ; - }' - .,`•. '"_" = - - _ -vr+ �t .� - +�' '� _ .. wi #' , . 3'•f 1. � *ita• 5 ."3 _ cif: .'� ■11 _ ' � i � til, {� :� ,� # ' .�*. — ' - i � .- '.�_ 4 - - T'.. 411 Ir r IP f ■ I r 2,7 Land Use Summary Proposed Land Use Single-Family Residential 1 !L -- - -_ r'� _ + �� t a4_- •7 C - - � _ L � y� ~�: `ti ' • _ - ' +i 'f + �k � *' - � SF wlk�y rr �� y 3 i' T - _ ' :r" ' y .: y Area Analysis Overall Property Boundary 62.5 acres :' - : _ Y Open Space & Amenity Center Areas 37.2 acres Residential Areas & ROW s 25.3 acres # , Percent Open Space 59.5% 16 wF. t�-N. : -_ • ". �' �+'' Density Analysis F r a k Total Number of Lots (80x125 Min.) 65 Lots Lot Density1.04 Lots/Acre Aw '� Lot Characteristics Minimum Lot Area 10,274 square feet Average Lot Area 13,900 square feet - r# . , , lwit Minimum Lot Dimensions ` Front (typical lot) 80 feet (at building line) Z' r = Front (cul-de-sac/elbow lot) 50 feet (at building line) 5i ,µit r = • ± •` _ - - k ' r�_ Minimum Frontage at R.O.W. 40 feet W E Rear 78 feet � p ' Side 135 feet F• : Maximum Building Height 28 feet 3 k T -F ' , .�f Nf NOTE: 0 100' 200' 1) Mawmlum building height measured from the e)asting lot grade to the midpoint of the , GRAPHIC SCALE 100 highest itched or hi roof above. ,; ` • _- s - r j. y li +ti **THIS PLAN IS CONCEPTUAL IN NATURE. THE LAYOUTAND INFORMATION r ♦ SHOWN ON THE PLAN ARE PRELIMINARY AND SUBJECT TO CHANGE.** r rr I \ ♦ - i � LEGEND \ .. PUBLIC TRAIL 1 _ f PRIVATE SIDEWALK/TRAIL * rrt I GATED ENTRY : r � C - - - ' L PUBLIC TRAIL gT 23,819 SF - { i PEDESTRIAN - �. ACCESS GATE 100' SER - s :, `"tom _ �'' . �� _ b''�"• k •4 R , f 13,657 SF .,k y I I + 65 - - - SO�NA B ,P k:Y11�%:` " 1 L `' l • s •-- , wr;' i."#: r , r 14,551 SF _ DU�VARD ' 57 PUBLIC TRAIL deg* ` `' r ;,' sf 64 13,885 SF 56 .+• _ �� "' f 23,072 SF 13,398 SF 4 + 71 L „ PRIVA GATED ENTRY ' x r , Vf Iti, SID ALK/TRAIL 63 58 PEDESTRIAN 100 BUFFER I ' 12 309 SF 50 EXISTING PUBLIC TRAIL I _ - 18,257 SF 12.,50 SF 18,188 SF 12,622 SF ACCESS GATE ' •*• * 49 w , * r �+ 11,829 SF 48 I k } A. t 12,025 SF I i h 7 y " 5 59 52 - 47 43 ` s- 12,035 r ,3,410 SF 12,025 SF 45 44 U-1 . 12,035 SF 15,334 SF 54 � 46 18,664 SF � ; • •_-pry;, k = I 62 12,150 SF �! 11,829 SF 11,829 SF 11 484 SF .' ,3,30, SF P IVATE t- 101, S . , 1 r i s K x� I I -- DEWALK/ AIL tV + 0 # y 6 *101 ----- 4 „rl --- 11.475 SF 6o RIVATE - -- --- 4 20.097 SF 53 - -- 1514 SF I , _ �� �O _ •s. - . 13.767 SF IDEWALK AIL , 18,118 SF 61 24 12.969 SF 15.209 SF 25 ti:. '• ��- . . 10,984 SF LL_ r D -- - m 10.8 SF - - - 26 27 28 29 41 ' # ; •� , ' PRIVATE 12,205 SF 11,570 SF 11,179 SF 12.194 SF 11,576 SF r * s ` to SIDEWALK/TRAIL ''* - . 3 FITNESS 20.066 SF 12 17 18 � CENTER Id s 18,719 SF 13,180 SF 23 10,949 SF 4 " 13.385 SF40 14,655 SF 11.600 SF ` - VOL � ':� / g 13 16 19 , _ 15,994 SF39 33 32 22 11,475 SF 12,248 SF 11,475 SF 13,675 SF 13,631 SF 34 11,600 SF I PRIVATE 13,010 SF 10,809 SF 31 { '.• SIDEWALK/TRAIL 11,652 SF 30 , i .� ,5 s, kl► _ '' .'`' T 16.134 SF * (PEDESTRIAN 11 15 20 21 35 y. 38 - ti + 15.083 SF 14 11.515 SF 11.515 SF 1(]!.275 SF 10.527 SF 11+825 SF �' }� ACCESS GATE 10 15.090 SF - - ` N ♦ ' 17,592 SF 'y ;1C z - - -- - - -- - - -- - - a- - - - v _ 37 16.530 SF - *,r *ry. .�v, ►, I � ,, }:; , �'f t 150' BUFFER t . h` 4 a ' , \ 1 5 , ♦ k. 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' Exhibit A - Trails6" IL orn Westlake, Texas Sute noesis court July 2017 Frisco, Texas 972-335-3580 75034 State of Texas Registration No. F-928 DWG NAME C:\USERS\LORI.LUSK\DOCUMENTS\-KHA FILES\WILBOW-WESTLAKE\CAD\EXHIBITS\REFERENCES\FOREST KNOLL-P.CON C EPTPLAN-072217.DWG NOTE:THIS PLAN IS CONCEPTUAL IN NATURE AND HAS BEEN PRODUCED WITHOUT THE BENEFIT OF A LAST SAVED 7/22/2017 8:01 PM SURVEY OR CONTACT WITH THE CITY,COUNTY,ETC. P Id "I 71 - - . \\, \ - - - �, I \. � �-, � \,\\-� - I __ V..- _. � - I -1_� . -_ I / / I \1 � �i � I ��, I I--- � 411111111111107 7 . � I � I \ . 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I I � � : ( / Area Analysis - - , .......i... � —— / " __ ) \ \ I � / — -- // / � .,o .. \ , --� _ �. 11 " , . , - J!. , ,i7 --- ) ) � ) � � I, I I � ( ) / .�IIIIIIIII� - \\ -, -� 1\ � � � I �, - . . - / / !, I I 1 _v , 44.041- , 4.4 . .11� _. / i / � � \ I j � / l � Overall Property Boundary 62.5 acres IN - \1 - !rft.% . _7k I /­ � --� � � ,�06 . -----_ � ) 1� - I � � � I / .1 : I / ( I X_/ j \ , , .. % I , .?� ., J'I_�) -1 I \ \ � � � � ( / / / - r-" � \ \1 -,�\ - \_ -4.k - / . ",�. t I/ 2-- ,4 . ". , ___�� � I � .'k -.. . \ � / / / ' - - - �,\ �,\\ \ . \� . " - -AIV --f- - , -1 _.�.i . __. J)�qj , t Ij ____- - / � \\ I I � � � I ( ) � , / / ` . Open Space & Amenity Center Areas 37.2 acres , � I I 11 � � ) � � � ) r- \\1 -,- / /� - . . _T V -,�.- -, � - / / / . j / /� . / IV.6 , ) i 650 1 \1 - . ( - \ � 1\ / � I I I ( /I -_ / //, � )� '\ -)� \ /' , , r - . .-1, -. I ;-_ ._,� � I / � � / / ) / I � I ( - // 1 \ '� ,\ . / � __ __�7� . I I ; . ... _� I 1\ .-. . - I . ) / / ) Residential Areas & ROVVs 25.3 acres ,�, / - . -_ \ --� - _1� .. 1'. - __f .� � 11 � I,- . � � � f � � � ) ) , - --�;; � ) - / � r- � __ �_%I : . . r , I /a 1� \ � ( / / __/ , \ ; i j � / ( � � . � , � , . - r i-- I I % ) i- . . 1\ - � I -� � � � � I j V 11 : � I . /I __�, '�' �- j -# P��rv.\ .I; � �, ) . - Percent Open Space 59.5% \ \ I . '\1 . / __ It t , . III � � . ) / ) ) . . \_ - \ �\ 1� � - � . I ... 1 . 1. � ,1� � - ) , \ I k\ \ \� . \,\ ,�- A / / - � I � .1 1, I " � 0 is m I *(-,, - H - ­-�_,_ - / -7 - ( � � ) � I I -- \" � 1_� - -, \ 1/1 / I I - �� i � � -� � .. ��",:� � ) - . . I .., I / � / ) II ; � � i _�. , 7 � \\ 1� �, __ - __ _� / / / / / / / / / 1. - ( � _\��,�-\\ � ­. / / -J'\- �-Z-11111111w I I I � I V . �' P �f t Ak � / ) ) ) . � \ � ) � . \ ) � � I � 1\\(, � '-- -�_ I I ,/ / e j __� �\ � . 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( - I ( I j � � , �) ( \ \ I ) I \� __� 1�_ -_ \ - I j � 1\ ,�� � \ ) I \ i�)�� / - I .. / V f ) .. ` ( � � I I � \\ -- - \ --, - ---- - Lot Characteristics I 11 - �, / / � - ,*�,j / f(,// �,� I - "I . aii� .6 It 4, . - . / / /� . I , I � ,J� �\ \,\ \\\\ \ `� -, 1, \ I ,\ I __ I �, �_, I/- / ') � \ I IIIIIIIIII� � ) ,/ 01 �� -- - _�, / /I f , �_ / ---------., L�l - r_�11 I / \ ) " -IIIIIIIII'I . // � / ( � - -1 � � � \ _\ \\�I '�_ __� -�, -_ - - ___ Minimum Lot Area 10,274 square feet \1 \ \ ,_ 1_� /_ / / / / , (� *4\� I_ . ,� I- - / � .1 \. i \ -- � "I - - / / / " � ^r ) / ,\ 1_� --,'- r - - 4 / I /I .( i 3�- . __ 1./.../ / , 7 1 t1I 1�.16,-, I .. t \ .!% - _ - 0 � � �, / / / / / / " � A -- ') 11- , � \ _�_-,:�,- \!P i� -� - / � 'I-, I '.. ( L � I � � \ �� y 1\ "\ .- _. . - Average Lot Area 13,900 square feet ) S \ \ I I _/ __ ,/ I) , 1� -, �� �( �, ) � .. In - - I . ( j � � -k � --- -. �-, \\\ : \\ 1�'\ 1_� , I � �, �-,--� / , � - . � I -_ _,��, --,�- - f j t. i�� ", � . 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I . 1 \� \ I I I \ r- \1 ( r- I . - � \ "I � .--\ �_ _/ � � --- _'� ' j f, / / I 1 I - ", I, A -_ _�_ \ \ , 7; J)F�I \_/ - - -E � \ \ , \� (I / \ \1\ \� * ___� \ �_� � 1� 11 � \ . $ - ) � 1\ NkL \� 1, \_ -� -_ - -1 Minimum Frontage at R.O.W. 40 feet w � 1\ � --ft.k..1.1I......, � �/ i , !; i ;� I � , � t, - � � / - . \!" .-"\\ \ I Rear 78 feet � \ \ , � .� � � \ � L - _> 'I- \, I- I � � , , , , `-, -_ - �' ) t � --- I \//\,� \\ \� \ \\ �� 11):�, \ �"I� Ll ��. �/ . -� �\. �I"', ,�� , . - : �_I� �T­ _� I I[ �\\ \ .` __ - ) , , / 1�_,. ( . I - /� . I � I � I ro � � � LLL ; - .10-, \ 1, - ,-,\ Side 135 feet \ \ \ , � \1 ___\ �, - . �, - ..). �\ \ __ -,/ / � ,.I , � I F. � . . 1) ( "\" I_ I -_ -_ - � - - I \ \� \ .�___\ \ \� \\ , 1'� \ I�, 1� \_1 __ - 0 4I . �/ \I-- . __� _\ \ ) ( . 'I.4,11 . ;,� (I .. i / �j . . : ;� � � \ . -, . � � \\\ �\ ��I 11, - ___ ) . Maximum Building Height 11) 28 feet S \ \ � I - - i . � 11 ' 1\ . , a_ \ \ \ \ , " � 640 �, \ ) . V _1� \ I- 1 1�7,. � � I \ � � � � - I / � I '-, \ _,� '_� 'I% - � . � � I 11 � \'�'\ \ I__ \ .�, \I I\ I\ \\ \\ . . '1 \ '_1 , .- ; I / _"I� � `_ .) ) ( / 11 1 I , .-I � 1 � . \ I \ \\, - --- --- I A \ \ (- \� � - \ \ \ \ , \ \ \ , _... I _\ \ .j J IIII- illlmtai��,A-,,,� . I � .. I . � - � , __1' �> \ , \1 t 1\ \ � .. I '\ '� - I -1- - . i �, . �� ) O� NOTE: 1. .1qw .. . I / I \ , ► 0 100, 200' \ - * -) \ � . r-\I I / , � M � A.' � \ )� - � ,\ � . , 1) .0 - 1_� \ ., I. - � ... .. III / ," .- . ) . k_. 1�1'1� ) . - � ,� \ \ , i \ \ , \ � , I / -\- - . � * -I- - ., , 1) Ma)dmium building height measured from the eAsting lot grade to the midpoint of the . I . . .1.1 -- 14 . . \ - . I %o \ � � -- \ \1 I I-, \ \ � _1� � 11� -"\ \ '\ '� 1�* * . 1\1 \ '�, 0 � �_ _/ ) � . . . . � / � � � ,1 7�.. .11; -1/ . .� \i! ,\1 ,-- .. ,-. .r I \" I I - - - \� 1, ��- .. I/ , / I \1 11 I � - v ')-'I \ __ I aft highest pitched or hip roof above. GRAPHIC SCALE 100' . 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L k - _�.- - 1- . . 4. -1 _ ­_ - - //' /I -r -1 �, — \1 � I . .l."...._ \ _\ _/ . 11 - �� , '.. - z � _�.., � // - , I '-�, .) % 4. ,�, 4&11 .t 1-1 __ 7. . . ) 1 ___1 - __ --' _/ - . , , , - ;00,10 .! . � I, ) , q r 4 : ,...:,� ..-� �.�� / I /� __1 __� , -1 " � � 6 . I ­ I! L' I _� . __ 'MI, or . /I - , . 1% ) / - r- I - ,� � _/1 // Ak - , . I - V , e I ,I) , . i I J, � � , � - - � � / � _. \I! -, I / I / I/ 1/1 -_ ,_ - - - / / - 41w. Irw ,_ - __.� ;* / g / \ I I L� \ � .1�_ . - X - - . %/ I / � / ___, �_ / 1 4 / / \4 - , .1 .", �_ -;- . � _J ( 0 ,� - � - � / / / , /\_ , I; -4 !�;I 't q . I . . /. ` \\ :) .. 4 f I ) � I _� / , -_ "'� / - "r-II , The Knolls at Solana -\1-`11 /� 1! , ) /11 , I- �� . - ,-- � ) � �, _ - .. ,Lt\) - 11.1- - / ; _�(� �/. -_ r _ -, ,/ l� ' . / _ .. I � . -..., ( . k.. � /111)� 1( - -1 � 1 --\- � �d% . / / � �� / ) I - % �III,_ II, 4 1 1 - - - \ , f V ­�7�tl__�_ __ _/ ', X ,o 4. .. t t 11 � � 'f _ . . --- - ( . � 1� I / /) \) 11- A "I ') � / � / . 1) , 1 -1_- - I ( I . I els % L - - 11 _ _ ' i ­ " - % * - -- Exhibit B - Fencing _ I \\'' / �'L AIIII, I . . . . / I � L j - - I _:_ ' 0I - __ / I - - . \J) / \ . )�) �/ / ,J\ � i-,. - __ �, I I \ e I , ) � R * - - �' & � � / -1, . .j - � k I.. . / / . I _� _ � _ _ _ _ *.,II 1, ----/ ., '� 5750 OOesis Court I \ \ , \ \ � \ \ , I \ �' - , , - \ �,\ - , , , I \ \ \ , , - \ - \ \ _1J \ \ ... -1 I- -1 ill, t I , , , " # 14i I , , - i 7 - \ `_\ \\\, I' \\� �� � _ \ � �> , \ , \ �,�� ,\ .\\\\,\� , V I Westlake, Texas Suite July 2017 Frisco, Texas 75034 972-335-3580 State of Texas Registration No. F-928 DWG NAME C:\USERS\LORI.LUSK\DOCUMENTS\-KHA FILES\WILBOW-WESTLAKE\CAD\EXHIBITS\REFERENCES\FOREST KNOLL-P.CON C EPTIPLANING NOTE:THIS PLAN IS CONCEPTUAL IN NATURE AND HAS BEEN PRODUCED WITHOUT THE BENEFIT OF A LAST SAVED 7/22/2017 7:30 PM SURVEY OR CONTACT WITH THE CITY,COUNTY,ETC. / - � s 011 "71R 0 60' 120' \ GA TE D E N TRY -- , -- - �- � �+ � GRAPHIC SCALE 60' r \ ( -- 3,819 SF \ \ \ \ \ \ \ \ / M 00., BU FFER \ J _ \ 13,657 SF \ 14,551 SF —— \ 65 71— SOLANA BOULEVARD JI r 23 4 SF / I \ 13,398 SF56 a '.- t+ •• 100 --BOFFER 3 SF \ 1 I \ 55 51 50 �_ \ \ \ \ \ 1 18,151 SF — \ \ \ \ \ \ \ \ 1\0 SF \ 12,622 SF --- ------ \ \ \ \ \ I 49 \ \ \ \ \ \ I 11.829 SF ' - - \ - - --- ---I-A 4R - - /�` 12,025 Sr5 5 \ l 4�3 12.035 SF -� \ \ 1 SF 52 I I 47 \ U 8. 64 SF A ^ \ 54 13,410 SF ` 12,025 SF I -46- \ \ \ 1 I \ / \ ' I II 11:829 SF--- 12,1'50-SF Y5 44 I �I I 11,829 SF ,.484 SF , \ \ \ 13,30 SF 1\ t 6 42 11;475 SF 1 A / 15.614 4 I �V 0,09 � II �) 53 - -- —� — - 18,118 SF �� \13 .767 SF 24 1 969 I A i 5.209 SF 25 � � �---� � 10.984 � _ -- \ 10,800 SF 26 I \ 41 ` \ 12;205 SF I I 27 28 1 29 I /11.576 SF I 11,570 E / 111179 SIF / 12,194 -- l � ! \ 20.066 SF , 17 18 8 4 - 4 � / � \ 13385� \ 18,71'9 S� � 13.180 � 23 10.949 SF � � � � � � � � 14.655 SF \ V --� — 40 I �\ 11.600 SF 47b-8F / \ \! / 12,2 6 11.4 5 22 ( I J4 / \ 15,994 Si— \ \` 675 SF 13,631 SF 39 I i �' \ ` � � I 11.600 SF _WlVSF 32 \ 1 01 31 I 11,652 SF 30 \ 1 I 1 16.13--4 SF I � 1 / 20 21 I 35 15. 3 >F \ \ / -1 11.5'f5 SF 11.515 SF 10,275 SF I 10,527 SF " I 11,82538 / \ I ` 14 / / I 15.0 SF / \ 17.592 SF\ \ J \ � v --- - -- -- - - -- - - - -- -- ---- --- - - - - - -!- - - -- - - - - - -- - - - - - -- - - -- - - -- -- - - -- - - -- - - - - - - -- - - -- - - -- - - - r 49 \ / l -,1- 16.530 :9:' . -� �' 114 �► AL Knolls at Solana Westlake, Texas JuI 2017732i� f \Kim e Horni � � � � / 1 � • � r is 5750 Genesis Court Suite 200 Frisco, Texas 75034 AILI — 4 972-335-3580 State of Texas Registration No. F-928 Dow— DWG NAME C:\USERS\LORI.LUSK\DOCUMENTS\ KHA FILES\WILBOW-WESTLAKE\CAD\EXHIBITS\REFERENCES\WESTLAKE PROFILES FOR EXHIBIT-072217.DWG NOTE:THIS PLAN IS CONCEPTUAL IN NATURE AND HAS BEEN PRODUCED WITHOUT THE BENEFIT OF A LAST SAVED 7/24/2017 9:37 AM SURVEY OR CONTACT WITH THE CITY,COUNTY,ETC. ss5 DEVELOPMENT CROSS SECTION 685 680 SOLANA BLVD. 100' BUFFER AREA SINGLE—FAMILY LOTS 130' OADI SINGLE—FAMILY LOTS 25.0' 150' BUFFER AREA GLENWYCK 680 R. .W. ESMT. I I I I I I I I 675675 LLIZ I I I I I LLI Z CL CL 670 � I I I I a 670 I I 665 I I I 665 PROPOSED GRADE \ 660 I I I 660 I I 655 I / ` I I 655 EXISTING GRADE 650 I 650 645 645 640 � _ 640 NJ- 635 635 r 630 630 625 625 620 620 615 615 —2+00 —1--00 00 10+00 00 00 4400 00 00 00 00 00 1 00 1 00 12: 00 13+00 LO N I- M N LO 'd- 't M c0 00 00 N N ro ro 't Ln co I- (0 Ln n r7 LO L0 LO L0 c0 c0 c0 c0 c0 c0 c0 c0 —1 +00 0+00 1 +00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11 +00 12+00 Knolls at Solana Westlake, Texas July 2017 Kimley )>> Horn 5750 Genesis Court Suite 200 Frisco, Texas 75034 972-335-3580 State of Texas Registration No. F-928 DWG NAME C:\USERS\LORI.LUSK\DOCUMENTS\ KHA FILES\WILBOW-WESTLAKE\CAD\EXHIBITS\REFERENCES\WESTLAKE PROFILES FOR EXHIBIT-072417.DWG NOTE:THIS PLAN IS CONCEPTUAL IN NATURE AND HAS BEEN PRODUCED WITHOUT THE BENEFIT OF A LAST SAVED 7/24/2017 3:41 PM SURVEY OR CONTACT WITH THE CITY,COUNTY,ETC. NORTH EAST ENTRY s 1 SOLAN qNq BLVD ----------------- • '' PATTERNED t " CC�k�Cf�ED _ PAVEMENT - � EDESTRIAN ATE qr .� LOT 48 x. LOT 47 _ t 4. ARTWORK LOCATION HA HA' S OF RETAINING STONES LOT 25 o P E-N- �`�. --5 P A-c-� y, LOT 26 t i SAGE GROUP, INC. { Master Planning \j Urban Design J Architecture Landscape 4 0 0 4 1130 N.Carroll Ave.,eArchitecture 200 Southlake,Texas 76092 TEL:817-424-2626 THE KNOLLS AT S O LANA NORTH WEST ENTRY tf C' nlil D. WALLBETWEEN ENTRY GATES � T Y, COLORED '' DEco RAr E ,- PEDESTRIAN GATE XM, � PAVING J �0PEY�6 SPAC 7 ,�a IF p 4, LOT 55 \ L! OPE SPACE I4 .A LOT 5 4 Si(£GRWP�INC. S THE KNOLLS AT SOLANA s v 1 _ f• - :r:.. � .,--•<�; a r.--;'�. _ � _ t #4 Vol jC ,N4 , 74 LJ Alm Ea Es Y Ilk - r • _ � �rt� 80' 20' REAR YARD SETBACK I I I I 10' 60' (TYP) 10' U U Q Q m m LOT LU m L r Ln 0 0 STD. FRONT SETBACK(30') I I PARTIAL REDUCED FRONT SETBACK(20') 26 MAX VARIABLE WIDTH EASEMENT STREET R.O.W. m O STREET N N O M STREET R.O.W. PROPOSED LOT SETBACK DETAIL EXHIBIT A AT STANDARD STREET SECTION SCALE 1"=30' 80' 20' REAR YARD SETBACK I I 10' 60' (TYP) 10' U U Q Q m m Ln Ln LOT Ln Ln I o LU IL L Ln Ln CD I o STD. FRONT SETBACK(30') E I PARTIAL REDUCED FRONT SETBACK(20') 26 MAX VARIABLE WIDTH EASEMENT STREET R.O.W. m O STREET N N O M STREET R.O.W. PROPOSED LOT SETBACK DETAIL EXHIBIT B AT STANDARD STREET SECTION SCALE 1"=30' 80' 20' REAR YARD SETBACK I I I I 10' 60' (TYP) 10' U U LnLOT L w wl o 0I Ln Ln IF- I � I / / I STD. FRONT SETBACK(20') 26' / PARTIAL REDUCED FRONT SETBACK(10') j VARIABLE WIDTH EASEMENT r / STREET R.O.W. O � I STREET 24' F/F 27' B/B 30' R.O.W. PROPOSED LOT SETBACK DETAIL EXHIBIT C AT CUL-DE-SAC SCALE 1"=30' Outdoor and athletic enthusiasts in Denver love The Meadows' incline, a 200-step outdoor staircase that residents use to get a serious work out. F �F COMMUNITY PAVILION & BOCCE BALL COURT LOT 5 2 l i . - r / LOT 53 BOCCE COURT [n] DOG STATION PAVILION LOT 24 i OPEN PARALLEL PAKKI NG 5 PAC E LOT 8 I LOT 23 SAGE GROUP, INC. Ma#�Mmllg wean oggn a THE KNOLLS Q 0 0 Q ll0 Qn lAK., SwML k¢.Tua]N52 TFL:BI]ii42626 AT SOLANA Kimley>>>Horn MEMORANDUM To: Jennifer Rabon �P( T•. , 1 , Wilbow Corporation `'.•°° p JA From: Scot A. Johnson, P.E., PTOEr ......... ................ o Jake M. Halter SCOT A.JOHNSON •.� Kimley-Horn and Associates, Inc. /'••••••••••••••••••• j /r moo'- 92615.... 'i p Date: July 24, 2017 ft�p-., •• [- Subject: Knolls at Solana-Westlake, Texas1, • •EN 9/ (17 Left-Turn Warrant Analysis l®SSipN®® Q1/ Introduction The Knolls at Solana residential tract is a 65-lot subdivision located to the south of Solana Boulevard midblock between Sam School Road and Davis Boulevard in Westlake, Texas. The site will have two driveways, each forming intersections at existing median openings on Solana Boulevard. The East Drive will connect opposite the existing Trophy Woods Road serving the commercial property to the north of Solana Boulevard. The West Drive will connect opposite the existing Campus Circle, a street serving the same commercial property. This memo details the traffic generated from the Knolls at Solana and examines the need for a left-turn lane from Solana Boulevard to each of the proposed driveways. Projected Traffic Volumes The only available existing volumes for Solana Boulevard were collected in 2014 east of Sam School Road. The daily volume on Solana Boulevard just west of SH 114 was 9,411 vehicles per day. Because of the Sam School Road intersection between the counts and the residential site, the traffic volume on Solana Boulevard adjacent to the site is likely lower. The current daily volume is low for a six-lane arterial, but is expected to rise over time with further development in the region. Site-generated traffic estimates are determined through a process known as trip generation. Rates and equations are applied to the proposed land use to estimate traffic generated by the development during a specific time interval. The acknowledged source for trip generation rates is the 9th edition of Trip Generation Manual published by the Institute of Transportation Engineers (ITE). ITE has established trip rates in nationwide studies of similar land uses. The trips indicated are actually one- way trips or trip ends, where one vehicle entering and exiting the site is counted as one inbound trip and one outbound trip. The generated traffic from the proposed 65 lot subdivision is shown below in Table 1. The projected traffic is further divided between the two driveways, with the more major east driveway serving 43 lots or 66% of the total. The distribution of the site-generated traffic volumes into and out of the site driveways and onto the street system was based on the area street system characteristics, existing traffic patterns, and the locations of the proposed driveway access to/from the site. In general, 80%of Kimley>>> Horn Page 2 the site traffic was assumed to travel to and from the east (i.e., SH 114). The resulting site generated traffic can be seen in Exhibit 1. Table 1 —Site Generated Traffic TE Daily AM Peak Hour PM Peak Hour Land Uses Amount Units Cootie One-Way One-Wa Trips One-Wa Trips Trips IN OUT TOTAL IN I OUT I TOTAL Single Family Detached Housing-Total 65 DU 210 1 707 14 41 1 55 45 1 26 1 71 Sin le Family Detached Housing-East 66%of total 43 DU 210 468 9 27 36 30 17 47 Single Family Detached Housing-West 34%of total 22 DU 210 239 5 14 19 15 9 24 U L-0( 6 U O O O (Y U 5(3) a 4(12) 4(12) 7(24) Solana 2(6) & 11(7) & Boulevard 1(3) 3 11 2(6) 5 22 (2) (7) (3) (14) d in > o w o North LEGEND: EXHIBIT 1 X`Y' X=WeekdayAM Peak HourTuming Movements Not To Scale (Y)=Weekday PM Peak Hour Turninq Movements Site-Generated Traffic Volumes Knolls at Solana -Westlake East Drive Left-Turn Lane The East Drive of the site is the major entrance point to the development. It serves the majority of the lots in the development and is the closer of the two driveways to SH 114. It also is proposed be opposite the major exit point of the office area across Solana Boulevard. The existing median width is the narrowest in the area, allowing for the storage of only 1 vehicle. Furthermore, the intersection is atypical, with two southbound left-turning lanes within the median, indicating a large demand for southbound left-turning movements when the office uses are departing. While the number of westbound left turns into the Knolls development is not large, there is a potential for conflicts between the residential and adjacent office traffic flows. The peak outbound office traffic flow will be occurring at the same time as the peak inbound residential traffic flow. With only one storage position within the median for each southbound left-turn lane, in the afternoon there will potentially be no available spot for the arriving residential vehicle to turn off of westbound Solana Boulevard. Due to this conflict, it is recommended to construct a minimum-length westbound left-turn lane at the East Drive. The lane will provide a useful buffer space to remove westbound left-turning Kimley>>> Horn Page 3 vehicles from Solana Boulevard, reducing the pressure for multiple vehicles to pack into the narrow median. West Drive Left-Turn Lane The West Drive of the site is the minor entrance point to the development, serving fewer lots and being further from SH 114 than its eastern counterpart. There are fewer conflicts at this intersection due to its wider median (approximately 60 feet or 2-3 vehicles), fewer through traffic lanes on Solana Boulevard,and the intersection arrangement is much simpler. The conflicting volume from the Campus Circle connection to the north is believed to be significantly less than that of the office connection at East Drive. With lower traffic demands and a larger maneuvering area within the median compared to East Drive, a westbound left-turn lane should not be required at West Drive. Summary The vehicle traffic generated by the Knolls at Solana Traffic residential neighborhood can comfortably be accommodated via its two driveways to Solana Boulevard. Due to the higher site volumes, the complexity of the intersection, and the higher amount of competing traffic, a left-turn lane is recommended to be constructed at East Drive. A left-turn lane should not be required for the West Drive. END Suitekimley-horn.com 1 12750 Merit Drive, 1000, D. 00 rr -- WESTLAKE DD WEsr pkw D D � � D D D � DDALLAS O 01�, D REED \ S �_j � To TOWN OF DLj MAIN TROPHY CLUB TOWN LIMIT Town of Westlake CITY OF D _ _ R O A N O K E _ ZONING MAP Q) _ _ 1301 SOLANA BLVD, SUITE 4202 * WESTLAKE * TEXAS 76262 HENRIETTA CREEK RD. PARISH 'N, s y LAKE 114 _ P0 yw Lj May, 2017 TURNER —jx+ _ _DENTON COUNTY TARRANT COUNTY CITY OF _ MARSHA S O U TH L A K E BRANC R-1 U ° � PD3- 11 GU Govemment Use r er. Z CITY OF R_1 MAHONE �OETA BO a ZO o ` FORT WORTH =F oa rRAN , / w o 0 ooY FP o / TOWN LIMIT UJv BROKEN BEND DR WEST PUMP RAVEN RI BROOKE FIRE R-1 E r 0 as WYCK EN""R=E M STATION TRAJL R�TTION HILL A o" w OAKS e)V, D Q � C40 �' / o R-2 F �� Lel o �� ENP�S 0 0 CYPRESS WAY - �,� TOWN LIMIT / O _ O BROKEN BEND DR E) R-1 soulsun crff in= � a g p P� N�NE � oa Q o TIMBER Z o RIDGE LN. V) R-5 �� �� R— D. KS P'�NG"5 lis oc O g 11�Is' Q r� O y LAMBERT LN. E Ld LIJG�� M pW MEANRERINGWAYDRIVE O n 3 O q U U / OAK TRAIL CD Z LL V ERRE UE FAtiR oAKs DR Ed � U Lx Ld in p ASPEN LANE COWGIRL STAN a WNDY Q o J RANCH ESTATES A I11DN OAK DR. ^1 = D°AIL HOLLOW DRIVE pU TOWN LIMIT STEVE c ® ROBIN =w S T. R-1 pY J � GN R-5 O c' 2 LP Ld o KNOX RD. w z MOCKINGBIRD a JANET CT. �R— z �'MG DR. � QUAIL a 0 TOWN LIMIT HOLLOW T CdACH CITY OF E DR. PD5 R-, K ELLER �P�(`��BRAZOS CT. CITY OF R-1 past °AkQ SOUTHLAKE VAQUERO ESTATES Legend BLVD. J zQ OOd a � R-1 Estate Residential PD-1 Planned Development w a. TOWN LIMIT R-2 Rural Residential ® PD-2 Planned Development 3 R-5 Country Residential ® PD-3 Planned Development 0 o RA Residential Airport PD-4 Planned Development CNI iI GU Government Use ® PD-5 Planned Development w 0 Office R-0.5 Neighborhood Residential a = M Z Planned Development (PD) CD z o z o o a N N X O � 0 N O N S' � w W J W Wm 0 o y J GRAPHIC SCALE 1 "=1000' �;: = Graham AssociateOnc. CONSULTING ENGINEERS&PLANNERS T 600 SIX FLAGS DRIVE,SUITE 500 a 1 000 0 1 000 2000 ARLINGTON,TEXAS 76011 (817)640-6535 o w N TBPE FIRM:F-1191ITBPLS FIRM:101536-00 z 0 o J THE PARKS & OPEN SPACE PLAN Recreational Open Space NP Mini/Urban Park Connection Open Space ` Natural Preserve cP Community Park ■ Rural Ranch Landscape NP Neighborhood Park Areas of Sensitivity LML Landmark Landform sP School Park ! 114 rc. Town Common 170 9P 9a �e< o.5- .5 TC 0.5 _ 0.25' 'LML i mi 1 0.5- SP o.zs, CaPitaIPWY UP J LML plojYie.Aa LML /I \ \ NP I oti5�• \ 05 377 AlJ L L 5oAanag��d NP v r D otis�v. Z M 0 r \ M rn Z c ove d. N • i o 1.5 mi. y til 0 M — Z N n � I D DISCLAIMER: The open space configuration and land area thereof,shown on the Parks and Open Space Plan in no way modifies the open space illustrated by any approved PD Plan or represented by the language/standards of any Z PD Ordinance.In addition,the open space shown may be either public or private and an open space may not be available to public use or access. This open space configuration and land area is meant to be a guide to the Council in their review of development site plans submitted for their approval,requests by any property owner to amend/revise any PD plan or PD Ordinance language,request a change of zoning,and/or requests to transfer commercial 7 square footage from one land use district to another are submitted for Council approval(when the legal mechanism for such transfer has been adopted by the Town of Westlake). See Section C of the Implementation Plan for trig- D ger points and other policy related information. i The recreation and park facilities shown on the Parks and Open Space Plan in no way modifies the language of any approved PD Plan or Ordinance.The location of a public recreation or park facility is to be determined through a cooperative Town/property owner process which takes place as site plans,requests for amendment of any existing Planned Development Ordinance,a request for rezoning,and/or requests to transfer commercial square footage D from one land use district to another are submitted for Council approval(when the legal mechanism for such transfer has been adopted by the Town of Westlake). See Section C of the Implementation Plan for trigger points and Z other policy related information. 1V O W THE LAND USE PLAN ■PC-A:Pastoral Community/View Shed Zone ■PC-B:Pastoral Community/View Corridor Zone � � II ■CCI-A:Community Com mercial l/View Shed Zone ` v Lt�� 1 --��J ■CC1-B:Community Commercial l/Yew Corridor Zone ■CC2-A:Community Commercial 2/View Shed Zone ■CC2-B:Community Commercial 2/Slew Corridor Zone CC2-C:Community Commercial 2/View Terminal Zone CC2-D:Community Commercial2/View Shade Zone ■CC 3-A:Community Commercial 3/View Shed Zone ■TC-B:Town Core/View Corridor Zone �r 114 ■ TC-D:Town Core/View Shade Zone TC-A:Town Core/View Shed Zone �■RC-D:Regional Commercial/View Shade Zone - RC-B:Regional Corn merciallView Corridor Zone 70 TCO:Town Common Open Space t � 1 pttal PWY 377 v 0 c 0 Dove Rd. r D Z M r rn rn Z Z C DISCLAIMER:The land use districts shown on this map in noway modify the permitted uses and/or conditions of use(FAR,building height,etc.)specified in any zoning or Planned Development Ordinance approved by the Town of N Westlake. These land use districts are intended to guide the Council in their evaluation of site plans submitted for their approval and/or property owner requests to transfer commercial square footage from one land use district rn to another when the legal mechanism for such transfer has been adopted by the Town of Westlake. See Policy Section A in the Implementation Document for rates of transfer,trigger points,and other implementation language. r D Z • estlake Planning and Zoning Commission TYPE OF ACTION Regular Meeting -Action Item Monday, August 14, 2017 Topic: Conduct a public hearing and consideration of a recommendation regarding a Final Plat for Phase IIB of the Quail Hollow subdivision. The property included in the Final Plat is a portion of the approved 188.28-acre preliminary plat located at 1755 Dove Road, southeast corner of the FM1938/Dove Road intersection. STAFF CONTACT: Ron Ruthven, Director of Planning and Development Strategic Alignment Vision,Value,Mission Perspective Strategic Theme & Results Outcome Ob'ective Mission: Westlake is a unique community blending preservation of our natural High Quality Planning,Design& environment and Development-We are a desirable viewscapes,while serving Citizen,Student& well planned,high-quality Preserve Desirability our residents and businesess Stakeholder community that is distinguished by &Quality of Life with superior municipal and exemplary design standards. academic services that are accessible,efficient,cost- effective, &transparent. Strategic Initiative Outside the Scope of Identified Strategic Initiatives PLANNING CASE INFORMATION Case Number: FP-07-11-17 Development: Quail Hollow Phase IIB Final Plat Applicant: DeOtte Inc. Owner: Quail Hollow Development, LLC Developer: Quail Hollow Development, LLC Site Location: SE corner of Dove Road and Davis Boulevard (FM 1938) Site Area: 68.23 acres Zoning: R-1 —Estate Residential EXECUTIVE SUMMARY(INCLUDING APPLICABLE ORGANIZATIONAL HISTORY) As Council/Commission may recall, the Final Plats for Phase I and Phase IIA of Quail Hollow were approved in December of 2016. The Final Plat of Quail Hollow Phase IIB generally comports with the Preliminary Plat that was presented at the March 21, 2016 regular meeting that P&Z recommended Town Council approval, which was approved by the Town Council at the March 28, 2016 regular Council meeting. The Preliminary Plat for the areas in Phase IIB consists of 23 residential lots. However, the Final Plat for Quail Hollow Phase IIB consists of 28 residential lots. In addition to five more lots within the subdivision, the developer has also added an extra road (see `Bluffview Drive") to the Final Plat to accommodate for these extra houses that were added on. As a reminder, the SUP for Quail Hollow, Ordinance 780, was approved by Council at the March 28, 2016 regular Council meeting and provided for the number of lots to increase or decrease by no more than 10%. All lots are greater than the 1-acre (43,560 sf) minimum lot size for R1 Zoning.. This intended use comports with the Land Use Plan element of the Comprehensive Plan, which defines the area surrounding this property as Pastoral Community, a use that stresses "compatibility with existing high-end residential development" and lots "generally an acre or larger". The final plat complies with all requirements of the Town's Code of Ordinances including the zoning requirements. RECOMMENDATION Staff recommends approval of this Final Plat. 1. Vicinity Map 2. Quail Hollow Phase IIB Final Plat P �VE�Nm NT . .yT C� GJ SCENI pc P G I m CIRCLE Q U U RC(�- /( o PSE OA W G �¢ A WHITE _ I a x qFs O BROKEN COVE u o ROCK RLACI F'b HII 3� SPRING uc) VE OAKS i CT ty�U C T. m MEADOW O WAV DRIV GODVIE CT RU FAIF 0 \ a w J F P J QUAIL OLLOW DRIVE � R-1 C) f9 Q MO oq� QUAIL ° HOLLOW I COVE . N, SS DR. L=183.39',R=541.28' DETAIL"A" I-I C 40' SCALE: 1"S27 53'49"E-182.52' � = I LOT 1, /LOT 21 L=126.14', -126.14,,R--54.50, I BLOCK 4 00 M \ q OC C3 A=132036'27" o \ \ A �� �'��� L16 LOT 7, N72°16'35'B^99.c81' 10'WIDE UNDERGROUND N DD �T�� L12 ELECTRIC EASEMENT O \ �j� BLOCK 7 ° , „ z \ cxF j �1 7cSy L 11 L13 L 15 5 v S88 1156E INSTO#D2102031152,O.P.R.T.C.T. �� Oa 27.65' (TO BE ABANDONED BY THIS PLAT) I� �� $7 W.S.E.G.D. q )o BY THIS PLAT1-14 _ _ j cP •\ LOT 6, I � BLOCK 7 ° ��® - - CRs cxs S7�°17 L 8 CRs Rs \ \ �� 1506-1 IO. C23 T h--I � io ces IS cxs 23.00' °6� L,5 3.7 Y L26 s 1 CRS L / \ / � �L=98.55 L50 s�°II, L=79.14',R=518.28' A=008044'56" \L49 L5� °o S41°59'08"E-79.06' Las \ n O�/ I 464'02'28"E PRIVATE OPEN SPACE 00 LOT 14 DRAINAGE EASEMENT I � � �y INST.#D210231152,O.P.R.T.C.T. oM �a LOT 25, I I (TO BE ABANDONED BY THIS PLAT) N NLOT 25, / THE UNDERGROUND \ \ BLOCK 3 I BLACK 3 4 z SANITARY SEWER LINE \\±492 LOT 6 I LOT 26 EASEMENT AGREEMENT \ LOT 4, L5 VOL.14616,PG.97,D.R.T.C.T. 1� 4Y° io\ 1� C7 BLOCK 7 I LOT 24, 7 I 1.379 ACRES 3 t�' 92�� 266\ Aho LOT 5, BLOCK 3 ±60,065 S.F. L55 61p, 11 V '� \�I�j $1 ACK A BLocK 7 C27 L54 LOT 27x X88'A \\ Abs / / CABINET A SLIDES 5GLENWYCK 814&5815 0.409 ACRES \ or \ ±17,815 S.F. \ \ P.R.T.C.T. CJJJ�I'�l�$j �,�, r 1 r�kI+,��Ifi cxs S8s°28'43 �, \ �JJ J J JJJ J "I' 3 97' // a L57 S46°21'37"E 33.85' �tl 53. I ?' \ SJ1!lJl',v e, � A trf'�a�CJt� •\T 1 5 1 O 306.19' 301.63' 26.13' �� \ )J� L01all 2 / o / (0. N85°2843"W 347.31' 93.62' _- X61 LOT 28X 116 1 / ti / \ o - / / LOT 23, ' I I L=46 = --- '� �� tib b E ± J, BLOCK 3 11 / b _ N1s°4948" - 6.�_OR3°50g 000' ±130,873 3.004 ACS FS \ \\ 6�6������ O6�Sl �^� 2660' Ss3°01'44"E-449.95' \ \ SPG P°i�lo LOT 26 LOT 25 .Nl o Dc LOT 19 U C 1.580 ACRES h T 10) �3 \ r� LOT18 PRIVATE OPEN EASEMENT �\ L=10433%R=535.86'\ \Y) ±68,819 S.F. h DRAINAGE EASEMENT a p5 �"� 2.122 ACRES INST.#D210231152,o.P.R.T.C.T. 629, °°\ ��\ i A=011°09'21" \ �1111.35' I (TO BE ABANDONED BY THIS PLAT) v S51o56'l7°E--W4.17' L=3943, 4��•�0 _ _ O o ±92,419 S.F. " L=15.59',R=232.50' cxs S8S°15'43"r 215.60' CTS i ` s� �ti V �\ A-056031'36 01 LOT 3, A-003°50'35" �Op 10'wIDEUNDERGRouND 13 �� '�o,\ S29°16'09"E-378.82' r- -`� BLOCK 7 ° , �� CRS \ �Sp\ ELECTRIC EASEMENTL=63.10 0 /� N09 33 09 W^15.59 / / • Lzq d' TO TRI-COUNTY ELECTRIC I THE UNDERGROUND SANITARY ��\ �� / 3 • �O INST.#D210231152,NEDBY THIS T.C.T. ,„ I !.1 wl ° 1 " 1 f \ p•3p\ / a (T BE ABANDONED BY THIS PLAT) I I z I VOL.14616,6 PG.97,D.R.T.0 T AGREEMENT \\\ \`,�6 69 `� ��2.�W. DOVE ROAD I ^�� N11 28 27 W cxs 1 / I I 2q �L - /� t 11 36.69' I o N2 ° \ �- _ °° �� \ X65°�� o� I t .a \ \ Eby I L=211.98',R=517.50' o I LOT 20L�qo 6 063\ Iss.41, I ao \ �°ryb - A=023°28'12" I I N 1.648 ACRES - N80°21'55"W: N00°15'39"E-210.50' ±71,797 S.F. • N69°s3 5s E i 7' LOT 2, LOT 21 � 12.06' ° °'' / / I / 551 19'37"W I I r LOT 29 20'SANITARY SEWER 1.501 ACRES M 24 68' EASEMENT BY THIS PLAT 1oj.PAx�EL 2 BLOCK 7 ±65,368 S.F. o / / 44.08' IP.RTD2T1oa3sa3 �� �� / L=67.75' N I ° 1 L435,ACRES a /// \ LOT 1 BLOCK A m ±435,793 S.F. w / -,,SEE DETAIL I I I� I / /L=6.u' / / BLOCK 3 I ��/ qy �+ L14 L16 2 ,�y� APPROXIMATE LIMITS COWGIRL RANCH STATES I 10j.PARCEL 264,PA-C2 C3 L 12 APPROX.LOCATION �f�^ / APPROXIMATE LIMITS 06/3 OF FLOOD ZONE AS L13 OF SURVEY LINE 5 OF FLOOD ZONE ASS// I DRAINAGE EASEMENT y /w _ SCALED FROM FEMA MAP \ I INST.#D211222665 1 - - T.#D211043543 - �b SCALED FROM FEMA MAP / v� BY THIS PLAT 041 I M yy/ -I- O.P.R.T.C.T. O.P.R.T.C.T. � s _�v o. A LOT 17 1 c AeRES- - _ _ _ _ eva CRS CR 1- _ 30.13' �\ ±180,275 S.F. - - - - - - 3 i _yy�i� I L 10 L 11 cRS cxs ,n 79.86' Ow �3 \ \ A- / / I w - V' C1 C23 CR z5 L=207.55' QLL s otic w } C22 L35 I ) O//�'��� CRS -•� �•� S N C 14.87' CS N84°3733"E 1 LST 1X,B Cx / / \ PRIVATE OPEN SPACE VOZO L2 N78°5 72.6 - CRS CRS 8.93' 109 99' DRAINAGE EASEMENT / I 1_ / / �I1 _ L9 G4 INST.#D210231152,O.P.R.T.C.T. / e o / - - \ BLOCK 1 �0'REAR SETBACK 40'REAR SETBACK I � r --fL 6 �� �L=1 0 884' 109.99' ��, ' ( z"�N� L=33.56' WILLIAM o WILLIAMADD T ON H.MARTIN NO. 1068 0 TO BE ABANDONED BY THIS PLAT) n q !. CRS I d. , L=59.18 15'DRAINAGEEASEMENT �\ �° C LOT 2 0: l !7� / N 8. - R-95.87' U^ O 3 3 M r , BY THIS PLAT g\FIs oo / / \ I CABINET A, SLIDE 3194 F i 0 � -L=25.65' s o\ L20 I H !l w a THE SPECIAL WARRANTY �� a N60°02'28"E ��� / / h� ,� L=66.28' R=100.00' / I O.P.R.T.C.T. ¢ U U ' '� la s7s°srz7"w H 1 I VOL.14573,PG.300 , �.�\ b �~ A=037°58'36" 22.34' \ - - ¢ •� I I 14.14 \ / / ti ti I W A LOT F LOT Yf� CRS D.R.T.C.T. • a j / C� ti� q o i " , N87°20'32"W ¢_ \ LOT 16 \ �6 / ^q ^� N68 21 14 W-65.07 / 30.04, 15'UTILITY EASEMENT LOT 6 I I 2.047 ACRES \ / / / 'L I" ca I I A R.O.W.DEDICATION d o 0 BY THIS PLAT 1.771 ACRES s, ±89,146 S.F. \ °� I I I \ <f\ / R� / I Z CABINET A,SLIDE 10635 E- N , , PARCEL 64,PART 2 177,147 S.F. � 1 LOT 14 s � / / 0� � D.R.T.C.T. � N L=109.41 ,R=3895.00 TEMPORARY EASEMENT p 1.532 ACRESD LOT 15 • �y5n�gd Ss L=163.02',R=100.00'A=001°36'34" I INST.#D211043543 I a 1.993 ACRES �' I �~ °I, A=093°24'03" _ LOT 1.T.C.T. oe ±66,753 S.F. rr b. 8 o N07°50'34"=W-1�9.4F' BLOCK 2 N I w ±86,824 S.F. �\ , / A6 / N40°38'30"W-145.56' THE ENCLAVE 1 I o CRS ' U '� ' \ cJ / N I a / I99 O� f " - I 1 ,� I II CABINET A, SLIDE 1063 5 �40'BUILDING LINE 40'BUILDING LINE N I' I l r r l r �� lam H r l r l r 1 65 I o Martin Shu reel ' I -O r J JJJJ ..J JJJ JJJ JJJ....JJ JJJJ JJ w D.R.T.C.T. L7 V Abstrr�a �J r `�o�, 1068 I RS L47 N I C THE UNDERGROUND SANITARY 21A o /'� r V]I SEWER LINE EASEMENT AGREEMENT \ \ / /6B� of lo ----���JJ J��tJ I 1 I N G VOL.14616,PG.97,D.R.T.C.T. 265 qf>5�, �� \ o DRAINAGE EASEMENT J, O N S80=0„E 148.9 BY THIS T �i L59 \ ' /I 15.73' z, �1v (�59 ao2(� 2 a0'DRAINAGE 4' o3 4-4- L58 r / 4^E , / q �6 LOT 30X EASEMENT / - E 454.35' Ngo°18'5 - Z POLYGON ENTERPRISES,INC. L=13.91' • L=26.25' g3• 2.828 ACRES G? STREET I BY THIS PLAT i 280.45' Nso°a6'8, 84.87 I 54, ±123,168 S.F. h� VOLUME 9339,PAGE 1071 \ I ENCLAVE COURT I L=6.92' ° N 48.10�� 11� r--� TYPICAL LOT SETBACK D.R.T.C.T. DETAIL PARCEL AS PART 1 I (/o _ N82 31'50"W 341. 64' \ I I CABINET A,SLIDE 10635,D.R.T.C.T. I TEMPORARY EASEMENT I f o� � � 51 �`� °14'39,.E 268' f - - _ `-`'.46' MATCHLINE - SEE PAGE 1 L=429.53',R=300.00' Z INST.#D211043543 I I o _ S82°31'50"E q73 / N79 n' A_0g2°00.00 O.P.R.T.C.T. I I � L3 28' 119.31' 574°34'07"E = . LOT s R.O.W.DEDICATION N34°57'32"W-393.77' ABINET A,SLIDE 10635 FLOOD ZONE CLASSIFICATION J D.R.T.C.T. Drafter: J.H.B. 2a SANITARY SEWER LOT 13 This property lies within ZONE(S) AE & X of the Flood Drafter/Revision: EASEMENT BY THIS PLAT Insurance Rate Map for Tarrant County, Texas and Drafter/Revision: y VICINITY MAP THE ENCLAVE Incorporated Areas, map no. 48439CO085K, dated Drafter/Revision: L SCALE: 1"=2000' September 25, 2009, via scaled map location and graphic Drafter/Revision: 1 CABINET A, SLIDE 10635 - plotting and/or the National Flood Hazard Layer (NFHL) Drafter/Revision: P.R.T.C.T. - Web Map Service(WMS)at http://hazards.fema.gov. Drafter/Revision: MONUMENTS/DATUMS/BEARING BASIS CRS/F Q 1/2"rebar stamped"JPH Land Surveying"set/found 589°00'59"W Ma nail&washer stamped"JPH Land Surveying"set/found 29.71' n MNS/F Q g p Line Data Table Line Data Table Line Data Table Curve Data Table RIGHT of WAY LOT 1,BLOCK 2 � �����0� ���• � ; TBM $Site benchmark(see vicinity map for general location) VOL.388-132,PG.79 { . Coordinate values,if shown,are US.SyFt./TxCS,'83,NCZ SURVEYOR'S NOTES: Line# Distance Bearing Line# Distance Bearing Line# Distance Bearing Curve# Arc Radius Delta Chord Bearing Chord P.R.T.C.T. DOVE ACRES M 7 tSM - VOL. 388-132,PG. 79 P � Elevations,if shown,are NAVD 88 o „ ° „ ° „ ° „ ° „ � . � Bearings are based on grid north(TxCS,'83,NCZ) 1. This survey was performed with the benefit of a commitment for title insurance provided by Ll 3.95 N00 27 13 W L26 8.92 515 0228 W L47 93.86 S84 2140E C1 7.75' 100.00 004'26'26" N79 0755E 7.75 I I P.R.T.C.T. � , All areas and distances are based on surface measurements. Alamo Title Insurance, Commitment No. 6000181600323, and GF Number L2 148.76' N00°03'40"W L27 51.00' S78106'42"E L48 18.25' N57°51'17"E C2 28.47' 351.80' 004138'12" N79120'13"E 28.46' 1 ' ' ❑ aC Combined scale factor:0.99984699. Convergence Angle 0°43'06". atd-18-6000181600323-SL effective March 31, 2016 and issued April 15, 2016. Complete „ r, DOVERD LEGEND OF ABBREVIATIONS copies of the record description of the property, any record easements benefiting the L3 120.34' N00°22'33"W L28 25.59' S89°58'09"E L49 8.67' N32°08'43"W C3 46.71' 95.50' 028°01'20" S88°58112"E 46.24' REVIEWED BY: c - _gCtAVE CT property, the record easements or servitudes and covenants affecting the property ("Record L4 78.76' N89°3726"E L29 27.85' SO4144'04"E L50 27.55' 588°11'56"E C4 286.60' 243.01' 067034'23" N50150'13"E 270.28' ,GLOODR �1T� US.SyFt. United States Survey Feet Documents") documents of record referred to in the Record Documents, and any other ' Ls 68.79' NOs°4721"W L30 32.35' 526°10'40"W L51 12.49' S38026103"E Cs 213.79' 600.00' 020024'55" 585010'00"E 212.66' $ - MCCK!►+tGBFRDtrl1 TxCS,83,NCZ Texas Coordinate System of 1983,North Central Zone documents containing desired appropriate information affecting the property being surveyed `} NAVD'88 North American Vertical Datum of 1988 L6 72.2T S89°3726"W L31 44.58' S40°33'45"W L52 61.22' 500°18'29"E C7 87.33' 250.00' 020°00'50" SOS°02'02"W 86.88' TOWN ATTORNEY and to which the survey shall make reference were not provided to this surveyor for notation PHEASANT ZAf P.R.T.C.T. Plat Records of Tarrant County,Texas on the survey except for those items listed within Schedule B of said commitment. L7 23.44' N52002117"W L32 74.89' N89037126"E L53 84.55' S76030103"E C8 203.23' 350.00' 033°16'12" S11°39'43"W 200.39' O.P.R.T.C.T. Official Public Records of Tarrant County,Texas D.R.T.C.T. Deed Records of Tarrant County,Texas Therefore, easements, agreements, or other documents, either recorded, or unrecorded may L8 59.90' N08°38'52"W L33 13.17' S21145111"E L54 5.02' S89041'31"W C9 413.22' 222.50' 106°24'32" S24154'26"E 356.35' / Z exist that affect the subject property that are not shown on this survey. VOL/PG/INST# Volume/Page/Instrument Number TOWN ENGINEER o L9 127.29' N81021108"E L34 34.27' S23°01'52"W L55 62.44' S71006127"W CIO 41.39' 200.00' 011151'27" S84102'26"E 41.32' POB/POC Point of Beginning/Point of Commencing 2. The site benchmark is a mag nail set in concrete near the face of curb on the south end of ESMT/BL Easement/Building Line median approximately 1366 feet south of the intersection of Davis Boulevard and Dove L10 90.96' N76154142"E L35 229.90' N8213 1'50"W L56 47.60' S00043'52"E C11 43.47' 200.00' 012°27'13" N83048114"E 43.39' �T pP Y Tri-County Electric Cooperative approves the location FINAL PLAT BFE Base Flood Elevation Graphically Depicted per FEMA Map Road. The benchmark has the following values X=2,371,356.00'1 Y=7,039,974.15' (Texas L11 16.92' N15002128"E L35 33.93' S74057132"E L57 102.41' S85°28'43"E C12 334.72' 225.00' 085114'05" S47121'07"E 304.69' and abandonment of the electric easements shown on W.S.E.G.D. Water, Sewer,Electric, Gas and Duct Bank Easement Coordinate System of 1983,Central Zone)I Z=675.07'(NAVD'88). OF Setback L12 40.00' S74057132"E L36 146.68' N67003135"W L58 4.59' S85°53131"E C13 183.44' 340.00' 030°54'44" S10°43'18"W 181.22' this plat 3. The site benchmark is a mag nail set approximately 40 feet east of the centerline of Dove L13 14.36' 530°62'07"E L36 31.49' N89°37'26"E L59 15.75' N72°04'20"E C14 81.29' 200.00' 023°17'15" 538°01'38"E 80.73' THE ESTATES OF QUAIL HOLLOW road, said mag nail being approximately 225 north of the intersection of Hidden Spring PHASE II B OL N d L14 35.00' 574°5703"E L37 181.68' S67°52'09"W C15 67.96' 150.00' 025°57'32" S39°21'46"E 67.38' Court and Dove Road. The benchmark has the following values X = 2,373,155.141 Y 4 =7,039,995.61' (Texas Coordinate System of 1983, North Central Zone) I Z = 615.54' L15 35.00' N14133'23"E L37 40.70' S00°22'58"E C17 439.92' 500.00' 050024'39" S74152'35"E 425.86' Tri-County Electric Representative Date Q BEING (NAVD'88)' 1-16 14.45' N31112117"W L38 146.61' N52°17'56"W C18 86.90' 513.00' 009042120" N84046'16"E 86.80' 68.823 ACRES \ ENGINEER DEOTTE,INC. 4. No easements will be allowed by separate instrument without written approval from the L17 78.54' N78155'24"E L38 51.46' 538106'18"E C19 141.93' 400.00' 020019'50" 511135'16"E 141.19' APPROVED BY THE TOWN COUNCIL OF WESTLAKE,TEXAS SITUATED IN 420 JOHNSON RD. SUITE 303 Town of Westlake. ON THIS THE DAY OF ,2017. Heirs o Charles M. Throo Survey, Abstract No. 1510 U L18 28.85' N38°52'11"E L39 243.52' 537°42'04"W C20 207.72' 200.00' 059°30'30" 508°00'04"W 198.61' KELLER,TEXAS 76248 5. Easements shown within the bounds of this plat without recording information are hereby p y� / \ 817.337.8899 L19 66.72' N52134'23"E L40 168.13' S52117156"E C21 64.25' 250.00' 014°43'28" S30123'35"W 64.07' Josiah Walker Survey, Abstract No. 1604 WWW.DEOTTE.COM dedicated by this plat. 0 100' 200' L20 84.68' N87°20'32"W L41 63.54' S18000'20"E C22 36.14' 366.80' 005°38'46" N79°50'30"E 36.13' ATTEST: William H. Martin Survey, Abstract No. 1068 � 6. "X-LOTS" are to be owned and maintained by the Homeowners Association for open space \1 OWNER L21 73.18' N49°21'56"W L42 58.07' N18°00'20"W C23 39.37' 80.50' 028°01'20" S88°58'12"E 38.98' AND ALSO BEING A REPLAT OF LOT IR BLOCK A or street purposes. > > e� POLYGON ENTERPRISES L22 72.50' S70°32'41"W L43 170.38' N67052'09"E C24 48.91' 225.00' 012127'13" N83148'14"E 48.81' MAYOR TOWN SECRETARY ROLAND ARTHUR ESTATE S L�� Scale: 1"= 100' 1755 DOVE RD. 7. Building lines/setbacks are shown but not labeled per the Town of Westlake. See typical WESTLAKE,TX 76262 building line detail for setback information. L23 139.68' S40101'13"W L44 141.10' S67°03'35"E C25 63.99' 1000.00' 003°39'58" S24°20'41"W 63.98' TOWN OF WESTLAKE CONTACT:ROLAND ARTHUR APPROVED BY THE PLANNING & ZONING COMMISSION OF TARRANT COUNTY,TEXAS JPH Job No. L24 37.00' 572°67'07"E L45 228.97' 582°31'50"E C26 78.76' 250.00' 018°03'03" 531°32'14"W 78.44' 817.917.6042 WESTLAKE,TEXAS ON THIS THE DAY OF ,2017. SHEET 2 OF 2 2016.200.001 Quail Hollow,Westlake-Phase II B FINAL PLAT.dwg L25 15.02' 574°57'32"E L46 28.75' S48°24'32"E C27 37.61' 30.00' 071060'18" 535°11'18"W 35.20' ©2017 JPH Land Surveying,Inc. -All Rights Reserved DEVELOPER 807 Bluebonnet Drive, Suite C Keller, Texas 76248 ELLIOTT CAPITAL ATTEST: THIS PLAT IS FILED AS DOCUMENT NO. DATE Telephone(817)431-4971 www.jphlandsurveying.com 935 W.DOVE TBPLS Firm#10019500#10194073#10193867 SOUTHLAKE,TX 76092 PREPARED ON:NOVEMBER 29,2016 DFW I Austin I Abilene 214.435.3570 CHAIRMAN TOWN SECRETARY MATCHLINE - SEE PAGE 2 STATE OF TEXAS § 21. Easterly,along the arc of said curve,an arc length of 126.14 feet to a 1/2 inch capped NOW,THEREFORE,KNOW ALL MEN BY THESE PRESENTS: T L7 Rs o_ �� I /� /,�/ I- w / 16�n' COUNTY OF § rebar stamped"JPH Land Surveying"set; THAT, Polygon Enterprises, Inc. and Roland Arthur do hereby adopt this plat, designating the herein I TARY L47 N O SEWER LTHE INE EAg EASEMENT AGREEMENT / /6a 32� o I I o , VOL.14616,PG.97,D.R.T.C.T. \ / / 2659 0 F-- 96 5 WHEREAS, Polygon Enterprises, Inc. according to the deeds recorded in Volume 9339, Page 1071 22. SOUTH 70 degrees 11 minutes 50 seconds EAST,a distance of 153.71 feet to a 1/2 above described property as The Estates of Quail Hollow Phase II B, and reserved for the purposes DRAINAGE EASEMENT / . / J z {g 9 ti 2 indicated. The utilityand fire lane easements shall be open to the public, fire and police units garbage S80004,pp,lE 148 BY T _ -� Ls9 \ \ /I 15.73' 65 $°26 $ and Volume 14573, Page 300, of the Deed Records of Tarrant County, Texas, and Roland Arthur inch capped rebar stamped"JPH Land Surveying"set; p g g 40'DRAINAGE L58 / y �6 LOT 30X and rubbish collection agencies and the public and private utilities specifically approved by the Town of _ 941 L-z6zs �31'50"E 45x3- Ngo°1854"E / q according to the deed recorded under Instrument Number D210135810 of the Official Public I EASEMENT L=13.91 / 532 2.828 ACRES 23. NORTH 78 degrees 55 minutes 24 seconds EAST,a distance of 78.54 feet to a 1/2 Westlake for the use of a particular easement. The maintenance of paving or any other surfaces on the BY THIS PLAT �N50°46'49"E g4.g7 Records of Tarrant County,Texas are the owners of that certain tract situated in the Leroy Boggess 280.45' ±123,168 S.F. n �. 5 4' L=6.92' �; � � 4�'- � 1 � Survey, Abstract No. 196, the Heirs of Charles M. Throop Survey, Abstract No. 1510, the Josiah inch capped rebar stamped JPH Land Surveying set; utility and fire lane easements is the sole responsibility of the property owner. No buildings, fences, PARCEL 64,PART 1 I = N82°31'50"W 341.51' w �' \ 64' o f = \- „E 268. f, Walker Survey,Abstract No. 1604,and the William H.Martin Survey,Abstract No. 1068 Town of trees, shrubs or other improvements or growths shall be constructed,reconstructed or placed upon, over TEMPORARY EASEMENT o, , ° 9 24. NORTH 38 degrees 52 minutes 11 seconds EAST a distance of 28.85 feet to a 1/2 INST.#Dzuoa3sa3 a / _ L-zz4s _ _ _ s82°3rso" N79 143 Westlake, Tarrant County, Texas, said tract being a portion of the tracts to Polygon Enterprises, g or across the easements as shown. Said easements being hereby reserved for mutual use and I O.P.R.T.C.T. I I 'L3 L45 \ 73.28 119.31, / \ S74°34'07"E „ „ LOT 5 +� t _ - - _ _ _ _ �_ ss.o2' inch capped rebar stamped JPH Land Surveying set; accommodation of all public utilities specifically approved by the Town of Westlake. Any public utility I 1.279 ACRES a - �� �� Inc. recorded in Volume 9339, Page 1071 and Volume 14573, Page 300, of the Deed Records of N (55,707 S.F. I \t36� �` ss° �^ Tarrant County, Texas and a portion of the tract to Roland Arthur and Beanne Sisemore Arthur specifically approved by the Town of Westlake to use a particular easement shall have the right to _ tY, P 25. NORTH 02 de rees 03 minutes 48 seconds EAST,a distance of 187.43 feet to a 1/2" I �4 v°�� b recorded under Instrument Number D212058890 of the Official Public Records of Tarrant County, g remove and keep removed all or part of any buildings, fences, trees, shrubs or other improvements or I I N79°14'39°E \ 3u�. ' capped rebar stamped"JPH Land Surveying found for the most northerly corner of s growths which in any way may endanger or interfere with the construction maintenance or efficiency of I ° Texas the subject tract being more particularly described as follows: 15'W.S.EG.D. / 82.50' \ O ' BY THIS PLAT LOT 13 \ s Lot 1,Block 1,Roland Arthur Estate,recorded under Instrument Number its system on the easement and that public utility shall at all times have the right of ingress and egress to 2a SANITARY SEWER \ \ F � BEGINNING ata 1/2 inch capped rebar stamped JPH Land Surveying" set in the east right of wa 2.094 ACRES �° pp p Y g g Y or from and upon the easement for the purpose of constructing, reconstructing, inspecting, patrolling, � \ I � I BASEMENT BY Txis PLAT \ � g6� •� ^`? D210231152 Plat Records Tarrant Count Texas in a curve to the left concave to p p � g, g' p g' p g' L ±91,211 S.F. o r, ^> Y> LOT 12 ^, of Davis Boulevard at the southwest corner of the Polygon Enterprises,Inc.tract; maintaining and adding to or removing all or art of its system,subject to complyingwith all ordinances ,f N . ., g g g p Y J -_ 09 56"w 23599' \ 3 2.071 ACRES / �o°' 6 THENCE with the east right of way of Davis Boulevard, as deeded to the Town of Westlake the northeast,having a radius of 541.28 feet,a central angle of 19 degrees 24 minutes rules,regulations and resolutions of the Town of Westalake, Texas. The Town of Westlake, Texas, and 5g0° � r '� ±90,196 S.F. / I / �/ 1 d 46 seconds,a chord bearing of SOUTH 27 degrees 53 minutes 49 seconds EAST,a the public utility shall have the right of ingress and egress to private property for the purpose of reading v and Tarrant County,the following calls: 000 L=39.67 0 20'SANITARY SEWER / chord distance of 182.52 feet; meters,maintenance and service required or ordinarily performed by that utility. �p OO EASEMENT BY THIS PLAT �^ o 25.59' a 1. NORTH 00 degrees 27 minutes 13 seconds WEST,a distance of 3.95 feet to a 1/2 inch APPROX.LOCATION GO OF SURVEY LINE \ 'y a 26. Southeasterly,alongthe arc of said curve an arc len of 183.39 feet to a 1/2 inch Water main and wastewater easements shall also include additional area of working space for ` 7.7T L=42.34' is W.S.EG.D. / d. x ° capped rebar stamped"JPH Land Surveying"set 00 LOT 4 G, BY THIS PLAT o OC pp p construction and maintenance of the systems. Additional area is also conveyed for installation and �n o \ N b Ni capped rebar stamped"JPH Land Surveying"found at the most easterly corner of said 1.292 ACRES \ ls'DRAINAGEASEMENT w r maintenance of manholes cleanouts fire hydrants, water services and wastewater services from the \ BY THIS PLAT ?� 2. NORTH 00 degrees 03 minutes 40 seconds WEST,a distance of 148.76 feet to a 5/8 Y cNv ±56,274 S.F. 5j.00' / Lot 1 Block 1 ^ o � N19°16'53"W� N main to the curb or pavement line. Descriptions of these additional easements herein granted shall be �_ L27 1.,4 1�jE 166-�� � LOT 11 � � inch capped rebar stamped"Carter&Burgess found; determined b their locations as installed. Z 14.79'7 41' • c io �zH ci 1 • A1VOE 1 2.357 ACRES �., 27. NORTH 52 degrees 34 minutes 23 seconds EAST,a distance of 66.72 feet to a 1/2 Y L - BLOCK 2 / • • ±102,652 S.F. 26.19' 3. NORTH 00 degrees 22 minutes 33 seconds WEST,a distance of 120.34 feet to a 1/2 - - L=474' Sl.pp °o" inch capped rebar stamped"JPH Land Surveying"found in the northeast line of said This plat approved subject to all platting ordinances, rules, regulations, and resolutions of the Town of °TIS J� b inch capped rebar stamped"JPH Land Surveying"set; Westlake Tarrant County,Texas. L=19.16' L=33.94' \ y�O �� Polygon Enterprises,Inc.tract; ' 589037'26"W 326.25' L=16.01' 25.59 4. NORTH 89 degrees 37 minutes 26 seconds EAST a distance of 78.76 feet to a 1/2 - . - . - S65°20'36"W -L=47.28' c� \ 1 g WITNESS m hand this the da of 2017. L=11.16' \ �0 8 \ soo°3s'sa^E THENCE SOUTH 37 degrees 46 minutes 13 seconds EAST, with the northeast line of said Y Y o / 43.25' " 0 0 14.79' L=45.01' / 2 inch capped rebar stamped JPH Land Surveying set; 72 574°18'39"E /�q /a^� 7.41' \� j l Blss 2 Polygon Enterprises, Inc. tract, a distance of 166.57 feet to a Mag nail with a metal LOT 3 h�a o° L=68.74' q/ Q \ 1 LZ 5. NORTH 05 degrees 47 minutes 21 seconds WEST,a distance of 68.79 feet to a 1/2 O / ° q' LOT 3 e ✓ 5o washer stamped"JPH Land Surveying"found; 1.040 ACRES �^ N. LOT 4 11 00 inch capped rebar stamped"JPH Land Surveying"set; Polygon Enterprises,Inc. Print Name/Title 0 1.197 ACRES / 49 M ±45,299 S.F. / / 3 1.203 ACRES \ E 3 THENCE SOUTH 50 degrees 37 minutes 13 seconds EAST, with the northeast line of said 15'W.S.EG.D. ±52,147 S.F. /°3241 $� �n �.67_ 6. SOUTH 89 de rees 37 minutes 26 seconds WEST a distance of 72.27 feet to a 1/2L37 oo BY Txis PLAT o ±52,408 S.F. \ ��0 302• / g Polygon Enterprises,Inc.tract,a distance of 706.24 feet to a 1/2 inch aluminum capped WITNESS,my hand,this the day of 2017. DRAINAGE EASEMENT // �y a / N WLag r S �, inch capped rebar stamped"JPH Land Surveying"set; BY THISPLAT� �o BLOCK 9 / 1 rebar stamped"JPH Land Surveying"found; L36 173.70' /a v / a 7. NORTH 00 degrees 22 minutes 34 seconds WEST,a distance of 310.05 feet to a point N84°03'31 ' / °N THENCE SOUTH 00 degrees 59 minutes 01 second EAST, with the east line of the Polygon S89°37'26"W 225.19' W 261.04' / L 4 46' • 27.18' on the west side of a utility pole; Roland Arthur I Enterprises, Inc. tract, a distance of 670.21 feet to a Mag nail with washer stamped �`O Io o. M 571 16 /2 / 27.85' o I BLOCK 3 a o- 8. NORTH 00 degrees 22 minutes 58 seconds WEST,a distance of 683.31 feet to a 1/2 "JPH Land Surveying"set; STATE OF TEXAS WEST SIDE of �, n I LOT 2 N o I inch capped rebar stamped JPH Land Surveying set; § UTILITY POLE I a� f I v I / THENCE SOUTH 89 degrees 00 minutes 59 seconds WEST, a distance of 29.71 feet to a 1/2 COUNTY OF § 1.004 ACRES `� \ LOT 2 3 0 ls'W.S.EG.D. 7 LOT 10 9. NORTH 52 degrees 02 minutes 17 seconds WEST a distance of 23.44 feet to a 1/2 + inch capped rebar stamped"JPH Land Surveying" set at the beginning of a non-tangent 3.1T 0.998 ACRES n o BY THIS PLAT a °o, 2.294 ACRES BEFORE ME, the undersigned not public, State of Texas on this da personally appeared ±43,720 S.F. 1 d M inch capped rebar stamped"JPH Land Surveying"set in anon-tangent curve to the BEFORE p Y p Y pp • ±43,452 S.F. o LOT 5 1 u ±99,932 S.F. curve to the right concave to the northeast having a radius of 300.00 feet a central � �, W \ 1.200 ACRES +'�'� I , known to me to be the person whose name is subscribed to the foregoing left concave to the southwest havinga radius of 3 895.00 a central angle of 1 degree N ±52,282 S.F. 41 g angle of 82 degrees 02 minutes 06 seconds, a chord bearing of NORTH 34 degrees 57 instrument and who acknowledged to me that he executed the same for the purposes and considerations 20'DRAINAGE&UTILITY EASEMENT BY THIS PLAT / / 36 minutes 34 seconds a chord bearing of NORTH 07 degrees 50 minutes 34 seconds expressed therein. � � / / M minutes 32 seconds WEST,and a chord distance of 393.77 feet; p a� 256.27 c / / WEST,a chord distance of 109.41 feet; Given under my hand and seal of office this day of 12017. 32.35 / THENCE NORTHWESTERLY along the arc of the curve an arc length of 429.53 feet to a 1/2 N89°3726"E 258.48' ° 580°1540 W _J }► / / 10. Northerly,along the arc of said curve an arc length of 109.41 feet to a 1/2 inch capped . N L=7.33' o Y, g ginch capped rebar stamped "JPH Land Surveying" set at the beginning of a reverse N83°25'32"W 225 16 15.08 / rebar stamped"JPH Land Surveying"set; M 15'W.S.EG.D. r r curve, concave to the southwest, having a radius of 100.00 feet, a central angle of 93 N BY Txis PLAT + ii / Notary Public,State of Texas c� a LOT 1 / L=57.77' N 17.26' Ste\ / 11. NORTH 08 degrees 38 minutes 52 seconds WEST,a distance of 59.90 feet to a 1/2 ° 1 ^ 4g, / degrees 24 minutes 03 seconds, a chord bearing of NORTH 40 degrees 38 minutes 30 o a LOT 1 • 1.002 ACRES bN / \ IZ'F \ Z inch capped rebar stamped"JPH Land Surveying"set STATE OF TEXAS 1.139 ACRES ±43,655 S.F. pp p seconds WEST,and a chord distance of 145.56 feet; °O ±49,635 S.F. I / \ 26860 �� o COUNTY OF § N O 546°31'00"E ��, LOT 6 THENCE Through the interior of the Polygon Enterprises,Inc.tract,the following calls: THENCE NORTHWESTERLY, along the arc of the curve, an arc length of 163.02 feet to a 1/2 ° w rn 14.12' o / 1.205 ACRES N b� 1. NORTH 81 degrees 21 minutes 08 seconds EAST a distance of 127.29 feet to a 1/2 °~ ±77,147 S.F. `b e' inch capped rebar stamped JPH Land Surveying set; BEFORE ME the undersigned not public, State of Texas on this da personally appeared N44°06'02"E I �' gn p Y p Y pp L I I 14.01' I N G'N 3 / inch capped rebar stamped"JPH Land Surveying"set in a curve to the left,concave to THENCE NORTH 87 degrees 20 minutes 32 seconds WEST, a distance of 84.68 feet to a 1/2 known to me to be the person whose name is subscribed to the foregoing PARJL 264,PART 1 CRs CRs S89°37'26"W 259.61'- L=162.- i o �b DRAINAGE EASEMENT / o instrument and who acknowledged to me that he executed the same for the purposes and considerations INS .#D211043543 84 \ ° �' / BY THIS PLAT .0 the northwest having a radius of 100.00 feet,a central angle of 4 degrees 26 minutes inch capped rebar stamped "JPH Land Surveying" set at the beginning of a tangent N84 32 22'E N ° expressed therein. O.P.R.T.C.T. L6 26 seconds a chord bearing of NORTH 79 degrees 07 minutes 55 seconds EAST a L32 c18 -5,36' ,cls �\ -1\39 r17.24' ls'ws.EG.D. / Gj`v POLYGON ENTERPRISES,INC. curve to the right, concave to the northeast, having a radius of 100.00 feet, a central Given under my hand and seal of office this day of 12017. Ll250•p4 BY THIS PLAT N VOLUME 9339,PAGE 1071 chord distance of 7.75 feet; L-89 86' \ S' O 8 s,, �;' j / angle of 37 degrees 58 minutes 36 seconds, a chord bearing of NORTH 68 degrees 21 LOT 9 D.R.T.C.T. L4 1 , 9 v^^> tib ti� 2.335 ACRES / 2. Easterly,along the arc of said curve,an arc length of 7.75 feet to a 1/2 inch capped minutes 14 seconds WEST,and a chord distance of 65.07 feet; CRs CR 9.94' BL° d ° ±101,718 S.F. r L=3.54' ls'ws.EG.D. �L. CkB�I"�' 10' /�b rebar stamped JPH Land Surveying set; THENCE NORTHWESTERLY, along the arc of the curve, an arc length of 66.28 feet to a 1/2 + I L=66.41',R=95.50' BY THIS PLAT 109 3. NORTH 76 degrees 54 minutes 42 seconds EAST a distance of 90.96 feet to a 1/2 inch capped rebar stamped JPH Land Surveying"set; TRACT 1 cn ° „ g' 18.26 // > g PP p Y g Notary Public,State of Texas POLYGON ENTERPRISES,INC. a 4=039 50 30 S00046140"E N69°42'11"E-65.08' I I L=6 e6' inch capped rebar stamped"JPH Land Surveying"set; THENCE NORTH 49 degrees 21 minutes 56 seconds WEST a distance of 73.18 feet; VOL.14573,PG.300 1$.02 ' ' D.R.T.C.T. BLOCK I O h .F 4. NORTH 15 degrees 02 minutes 28 seconds EAST a distance of 16.92 feet to a 1/2 PARCEL 64,PART 1 g THENCE SOUTH 39 degrees 41 minutes 14 seconds WEST,a distance of 730.05 feet INST.#o rix r.c z s 8"RE AR^CARTER LOT 2 W \ A� �= inch capped rebar stamped"JPH Land Surveying"set in a curve to the left,concave to Surveyor's Certification I BUR Ess I 1.406 ACRES = THENCE Through the interior of said Polygon Enterprises,Inc.tract,the following calls: LOT 1 I N /M the north,having a radius of 351.80 feet,a central angle of 04 degrees 38 minutes 12 M ±61,225 S.F. 1.599 ACRES o � � \ \ �J \ � / 1. SOUTH 16 degrees 48 minutes 35 seconds WEST,a distance of 192.88 feet; I, Jewel Chadd, a Registered Professional Land Surveyor in the State of Texas, ±69,653 S.F. g LOT 3 �o seconds,a chord bearing of NORTH 79 degrees 20 minutes 13 seconds EAST,a chord hereby state, to the best of my knowledge and belief, this plat hereby represents V 1.365 ACRES �� CR \ 2. SOUTH 70 degrees 32 minutes 41 seconds WEST,a distance of 72.50 feet; an on-the-ground survey performed by me and all the property corners are �.+ ±59,450 S.F. � � distance of 28.46 feet; marked as indicated. CRS CRS 3. SOUTH 12 degrees 45 minutes 37 seconds EAST,a distance of 153.88 feet; 20'DRAINAGE EASEMENT CRs CRS L=40.29',R=182.50' 5. Northeasterly,along the arc of said curve,an arc length of 28.47 feet to a 1/2 inch L. - BY THIS PLAT 4. SOUTH 21 degrees 39 minutes 08 seconds WEST a distance of 649.90 feet to a 1/2 . � . � vti A=012038'55" capped rebar stamped"JPH Land Surveying"set at the beginning of a reverse curve to PRELIMINARY:THIS DOCUMENT SHALL NOT BE RECORDED FOR N84021'18"W S89019'14"W-40.21' inch capped rebar stamped"JPH Land Surveying"set in a non-tangent curve to the ANY PURPOSE AND SHALL NOT BE USED OR VIEWED OR RELIED 242.00' 150.00' 268.16' 85.18' the right,concave to the southwest,having a radius of 95.50 feet,a central angle of 28 UPON AS A FINAL SURVEY DOCUMENT. L 1 - right,concave to the north,having a radius of 182.50 feet,a central angle of 12 1/2"REBAR"JPH" ° „ CRs 15' WATERLINE EASEMENT degrees O1 minutes 20 seconds,a chord bearing of SOUTH 88 degrees 58 minutes 12 589 56 32 W 660.16 --RELEASED FOR REVIEW ON 03/15/2017 P.O.B. s' UTILITY EASEMENTY CABINET A,PAGE 9212 degrees 38 minutes 55 seconds,a chord bearing of SOUTH 89 degrees 19 minutes 14 L=73.31',R=132.50' CABINET A,PAGE 9212 P.R.T.C.T. seconds EAST,a chord distance of 46.24 feet; Jewel Chadd P.R.T.C.T. seconds WEST a chord distance of 40.21 feet;0=031°42'02" 6. Easterly,along the arc of said curve an arc length of 46.71 feet to a 1/2 inch capped Registered Professional 5' UTILITY EASEMENT g � g PP N68°30'17"W-72.38' CABINET A,PAGE 9212 5. Westerly,along the arc of said curve,an arc length of 40.29 feet to a 1/2 inch capped Land Surveyor No.5754 P.R.T.C.T. I rebar stamped JPH Land Surveying set; BUILDING SETBACK LINE rebar stamped"JPH Land Surveying"set; Email:jewel@jphls.com SRI SOUTHLAKE VILLAS LLC CABINET A,PAGE 9212 7. SOUTH 74 degrees 57 minutes 32 seconds EAST,a distance of 40.00 feet to a 1/2 P.R.T.C.T. 6. NORTH 84 degrees 21 minutes 18 seconds WEST,a distance of 85.18 feet to a 1/2 INST.#D216074531,O.P.R.T.C.T. inch capped rebar stamped JPH Land Surveying set; inch capped rebar stamped"JPH Land Surveying"set in a curve to the right,concave \ 8. SOUTH 30 degrees 52 minutes 07 seconds EAST,a distance of 14.36 feet to a 1/2 ENGINEER OWNER DEVELOPER I I to the northeast,having a radius of 132.50 feet,a central angle of 31 degrees 42 VICINITY MAP DEOTTE,INC. POLYGON ENTERPRISES ELLIOTT CAPITAL inch capped rebar stamped"JPH Land Surveying"set; _ °:=2000' MONUMENTS/DATUMS/BEARING BASIS 420 JOHNSON RD. SUITE 303 1755 DOVE RD. 935 W. DOVE minutes 02 seconds,a chord bearing of NORTH 68 degrees 30 minutes 17 seconds . 9. SOUTH 74 degrees 57 minutes 03 seconds EAST,a distance of 35.00 feet to a 1/2 � CRS/F p 1/2"rebar stamped"JPH Land Surveying"set/found KELLER,TEXAS 76248 WESTLAKE,TX 76262 SOUTHLAKE,TX 76092 WEST,a chord distance of 72.38 feet; t MNS/F p Mag nail&washer stamped"JPH Land Surveying"set/found 817.337.8899 CONTACT: ROLAND ARTHUR 214.435.3570 inch capped rebar stamped"JPH Land Surveying"set; Northwesterly,along the arc of said curve an arc length of 73.31 feet to a 1/2 inch Off` '00- 7. TBM Site benchmark(see vicinity map for general location) WWW.DEOTTE.COM 817.917.6042 aK�n►g�� . , 10. NORTH 60 degrees 02 minutes 28 seconds EAST,a distance of 14.14 feet to a 1/2 „ „ it Coordinate values,if shown,are US.SyFt./TxCS,83,NCZ capped rebar stamped JPH Land Surveying set; � I Elevations,if shown,are NAVD'88 inch capped rebar stamped"JPH Land Surveying"set; M _ $TBM -- -- , Bearings are based on grid north(TxCS,'83,NCZ) 8. SOUTH 40 degrees 01 minute 13 seconds WEST,a distance of 139.68 feet to a 1/2 _ s~ 11. NORTH 14 degrees 33 minutes 23 seconds EAST a distance of 35.00 feet to a 1/2 v , All areas and distances are based on surface measurements. Line Data Table Line Data Table Line Data Table Curve Data Table inch capped rebar stamped"JPH Land Surveying"set in the south line of said Polygon �n Combined scale factor:0.99984692.Convergence Angle 0°43'06 inch capped rebar stamped"JPH Land Surveying"set; - pec Enterprises,Inc.tract 001+E AD Line# Distance Bearing Line# Distance Bearing Line# Distance Bearing Curve# Arc Radius Delta Chord Bearing Chord � � _ LEGEND OF ABBREVIATIONS 12. NORTH 31 degrees 12 minutes 17 seconds WEST,a distance of 14.45 feet to a 1/2 L1 3.95' N00°27'13"W L26 8.92' S15002'28"W L47 93.86' S84121'40"E Cl 7.75' 100.00' 004126'26" N79007'55"E 7.75' THENCE SOUTH 89 degrees 56 minutes 32 seconds WEST,with the south line of said Polygon rti-_ US.SyFt. United States Survey Feet inch capped rebar stamped"JPH Land Surveying"set in a non-tangent curve to the /r�l7a O� o E1�1CLAlrE CT ° „ ° „ ° ° „ Enterprises, Inc. tract, a distance of 660.16 feet, returning to the POINT OF C SIT = J TxCS,83,NCZ Texas Coordinate System of 1983,North Central Zone L2 148.76 N00 03 40 W L27 51.00 S78 06 42 E L48 18.11 N57 53 48 E C2 28.47 351.80 004038112" N79 20 13 E 28.46 _- 0��� left,concave to the west,having a radius of 517.50 feet,a central angle of 23 degrees -F4` f a MOCKINGBIRD LH NAVD 88 North American Vertical Datum of 1988 BEGINNING and enclosing 68.823 acres(±2,997,921 square feet). - P.R.T.C.T. Plat Records of Tarrant County,Texas L3 120.34' N00022'33"W L28 25.59' S89058'09"E L49 8.67' N32108'33"W C3 46.71' 95.50' 028101'20" S88058'12"E 46.24' 28 minutes 12 seconds,a chord bearing of NORTH 00 degrees 15 minutes 39 seconds rr _ O.P.R.T.C.T. Official Public Records of Tarrant County,Texas L4 78.76' N89037126"E L29 27.85' SO4°44'04"E L50 27.55' S88°11'56"E C4 286.60' 243.01' 067°34'23" N50°50'13"E 270.28' II PHFAS4NT LN EAST,a chord distance of 210.50 feet; ] � D.R.T.C.T. Deed Records of Tarrant County,Texas L5 68.79' N05147'21"W L30 32.35' S26°10'40"W L51 12.49' S38125'03"E C5 213.79' 600.00' 020024'55" S85°10'00"E 212.66' 13. Northerly,along the arc of said curve,an arc length of 211.98 feet to a 1/2 inch capped VOL/PG/INST# Volume/Page/Instrument Number L6 72.27' S89°37'26"W L31 44.58' S40°33'45"W L52 61.22' S00°18'29"E C7 87.33' 250.00' 020°00'50" S05°02'02"W 86.88' „ „ r-- POB/POC Point of Beginning/Point of Commencing rebar stamped JPH Land Surveying set; ESMT/BL Easement/Building Line L7 23.44' N52102'17"W L32 74.89' N89°37'26"E L53 84.55' S76°30'03"E C8 203.23' 350.00' 033°16'12" S11°39'43"W 200.39' BFE Base Flood Elevation Graphically Depicted per FEMA Map 14. NORTH 11 degrees 28 minutes 27 seconds WEST,a distance of 36.69 feet to a 1/2 f W.S.E.G.D. Water, Sewer,Electric, Gas and Duct Bank Easement L8 59.90' N08°38'52"W L33 13.17' S21°45'11"E L54 5.02' S89°41'31"W C9 413.22' 222.50' 106024'32" S24054'26"E 356.35' inch capped rebar stamped"JPH Land Surveying"set at the beginning of a curve to FINAL PLAT Setback L9 127.29' N81021'08"E L34 34.27' S23°01'52"W L55 62.44' S71°06'27"W C10 41.39' 200.00' 011°51'27" S84102'26"E 41.32' the right,concave to the east,having a radius of 232.50 feet,a central angle of 3 OF L10 90.96' N76°54'42"E L35 229.90' N8203 1'50"W L56 47.60' S00043'52"E C11 43.47' 200.00' 012027'13" N83048'14"E 43.39' degrees 50 minutes 35 seconds,a chord bearing of NORTH 09 degrees 33 minutes 09 THE ESTA TES OF Q UAIL HOLL O W a N d LI1 16.92' N15002128"E L35 33.93' S74°57'32"E L57 102.41' S85128'43"E C12 334.72' 225.00' 085°14'05" S47021'07"E 304.69' seconds WEST,a chord distance of 15.59 feet; PHASE II B 4� 1_12 40.00' S74°57'32"E L36 146.68' N67°03'35"W L58 4.59' S85053'31"E C13 183.44' 340.00' 030°54'44" S10043'18"W 181.22' 15. Northerly,along the arc of said curve,an arc length of 15.59 feet,to a 1/2 inch capped BEING L13 14.36' S30°52'07"E L36 31.49' N89°37'26"E L59 15.75' N72°04'20"E C14 81.29' 200.00' 023°17'15" S38°01'38"E 80.73' rebar stamped"JPH Land Surveying"set; () . 8 2 3 ACRES / L14 35.00' S74057'03"E L37 181.58' S67052'09"W C15 67.96' 150.00' 025°57'32" S39021'46"E 67.38' 16. SOUTH 88 degrees 15 minutes 43 seconds EAST,a distance of 215.60 feet to a 1/2 SITUATED IN U L15 35.00' N14°33123"E L37 40.70' S00°22'58"E C17 439.92' 500.00' 050°24'39" S74°52'35"E 425.86' inch capped rebar stamped"JPH Land Surveying"set; Heirs of Charles M. Throop Survey, Abstract No. 1510 / \ ` L16 14.45' N31012'17"W L38 146.61' N52017'56"W C18 86.90' 513.00' 009142'20" N84046'16"E 86.80' 17. NORTH 49 degrees 45 minutes 36 seconds EAST,a distance of 276.69 feet to a 1/2 0 1001 200' ° 1, ° „ ° ° „ Josiah Walker Survey, Abstract No. 1604 L17 78.54 N78 55 24 E L38 51.46 538 06 18 E C19 141.93 400.00 020 19 50 S11 35 16 E 141.19 inch capped rebar stamped JPH Land Surveying set; William H. Martin Survey, Abstract No. 1068 �1 L18 28.85' N38052'11"E L39 243.52' S37042'04"W C20 207.72' 200.00' 059°30'30" S08000'04"W 198.51' 18. SOUTH 85 degrees 28 minutes 43 seconds EAST a distance of 353.97 feet to a 1/2 e� g AND ALSO BEING A REPLAT OF LOT 1R, BLOCK A, S ll Scale: 1"= 100' L19 66.72' N52°34'23"E L40 168.13' S52°17'56"E C21 64.25' 250.00' 014°43'28" S30°23'35"W 64.07' inch capped rebar stamped"JPH Land Surveying"set; ROLAND ARTHUR ESTATE L20 84.68' N87020'32"W L41 63.54' S18100'20"E C22 36.14' 366.80' 005°38146" N79°50'30"E 36.13' 19. NORTH 01 degree 48 minutes 04 seconds EAST,a distance of 251.60 feet to a 1/2 TOWN OF WESTLAKE JPH Job No. L21 73.18' N49121'56"W L42 58.07' N18°00'20"W C23 39.37' 80.50' 028001'20" S88058'12"E 38.98' inch capped rebar stamped"JPH Land Surveying"set; TARRANT COUNTY, TEXAS 2016.200.001 Quail Hollow,Westlake-Phase II B FINAL PLAT.dwg L22 72.50' S70032'41"W L43 170.38' N67°52'09"E C24 48.91' 225.00' 012027'13" N83048'14"E 48.81' 20. SOUTH 88 degrees 11 minutes 56 seconds EAST,a distance of 27.65 feet to a 1/2 SHEET 1 OF 2 ©2017 JPH Land Surveying,Inc. -All Rights Reserved L23 139.68' S40101113"W L44 141.10' S67°03'35"E C25 63.99' 1000.00' 003039'58" S24020'41"W 63.98' inch capped rebar stamped"JPH Land Surveying"set at the beginning of a 807 Bluebonnet Drive, Suite C Keller, Texas 76248 THIS PLAT IS FILED AS DOCUMENT NO. DATE Telephone(817)431-4971 www.jphlandsurveying.com L24 37.00' S72057'07"E L45 228.97' S82°31'50"E C26 78.76' 250.00' 018°03'03" S31°32'14"W 78.44' non-tangent curve to the left,concave to the north,having a radius of 54.50 feet,a TBPLS Firm#10019500#10194073#10193867 DFW I Austin I Abilene L25 15.02' S74°57'32"E L46 28.75' S48°24'32"E C27 37.61' 30.00' 071050'18" S35011'18"W 35.20' central angle of 132 degrees 36 minutes 27 seconds,a chord bearing of NORTH 72 PREPARED ON:NOVEMBER 29,2016 degrees 16 minutes 35 seconds EAST,a distance of 99.81 feet; Planning and Zoning Item # 7 — Adjournment Regular Session Back up material has not been provided for this item.