Loading...
Ord 827 Approving Site Plan for Planned Development PD3-5B Charles Schwab TOWN OF WESTLAKE ORDINANCE NO. 827 AN ORDINANCE OF THE TOWN COUNCIL OF THE TOWN OF WESTLAKE,TEXAS, APPROVING A PLANNED DEVELOPMENT ZONING DISTRICT (PD) SITE PLAN FOR AN APPROXIMATELY 33-ACRE PORTION OF PLANNED DEVELOPMENT DISTRICT 3, PLANNING AREA 5B (PD 3-511). THE PROPERTY IS GENERALLY LOCATED SOUTH OF STATE HIGHWAY 170, NORTH OF JT OTTINGER ROAD, AND WEST OF WESTLAKE PARKWAY. PROVIDING A PENALTY; PROVIDING A CUMULATIVE CLAUSE; PROVIDING A SEVERABILITY CLAUSE; PROVIDING A SAVINGS CLAUSE; AUTHORIZING PUBLICATION; AND ESTABLISHING AN EFFECTIVE DATE. WHEREAS, the Town of Westlake, Texas is a general law municipality; and WHEREAS, the Town Council of the Town of Westlake finds it necessary for the public health, safety and welfare that development occur in a controlled and orderly manner; and WHEREAS, there is located within the corporate limits of the Town of Westlake an approximately 81.06-acre tract of land known as Planning Area 3-5B (PD 3-5B), bounded by JT Ottinger Road to the south, Westlake Parkway to the east, and State Highway170 to the north, described and depicted in attached Exhibit A; and WHEREAS, because of the size, location,and natural features of Planning Area 3-5B and the Town's need for public infrastructure, amenities, and economic development, the Town has a critical interest in the development of Planning Area 3-513 and is encouraging such development to the highest possible standards of quality consistent with the Town's long-term development vision; and WHEREAS, the Planning and Zoning Commission (Commission) recommended to the Town Council approval of the PD Site Plan depicted in attached Exhibit B on May 15, 2017, subject to certain specific conditions; and WHEREAS,following provision of proper legal notice,including written notice to owners within 200 feet of the subject property, published notice and posted notice in accordance with the Texas Open Meetings Act of public hearing, a public hearing was held on May 22, 2017, by the Town Council; and WHEREAS, upon the recommendation of the Planning and Zoning Commission, the Town Council of the Town of Westlake, Texas, is of the opinion that it is in the best interests of the Town and its citizens that this PD Site Plan, depicted in Exhibit B, should be approved and adopted. Ordinance 827 Page 1 of 6 NOW,THEREFORE,BE IT ORDAINED BY THE TOWN COUNCIL OF THE TOWN OF WESTLAKE,TEXAS: SECTION 1:That all matters stated in the preamble are found to be true and correct and are incorporated herein as if copied in their entirety. SECTION 2: That the Town Council of the Town of Westlake, Texas does hereby approve the PD Site Plan shown as attached Exhibit B and located in PD 3-513, which is an approximately S 1-acre tract located south of Hwy 170,west of Westlake Parkway, and north of JT Ottinger Road,as reflected in Exhibit A,also attached hereto. The PD Site Plan shown on attached Exhibit B is approved subject to the following conditions: 1. A Developer's Agreement addressing development tree compliance and tree mitigation for Phase I of the Schwab Campus must be approved by the Town Council prior to the issuance of permits authorizing site grading and/or vertical construction. 2. A Sign Plan for Phase I of the Schwab Campus must be approved by the Town Council prior to the issuance of permits authorizing vertical construction. 3. A Site Lighting Plan for Phase I of the Schwab Campus must be approved by the Town Council prior to the issuance of permits authorizing vertical construction. 4. The applicant must submit a revised site plan showing all fire lanes constructed of materials acceptable to the Westlake Fire Marshal prior to the issuance of permits authorizing site grading and/or vertical construction. 5. A variance to the minimum building size for the retail accessory building shown on Exhibit B is hereby granted. SECTION 3: It is hereby declared to be the intention of the Town Council of the Town of Westlake, Texas,that sections,paragraphs, clauses and phrases of this Ordinance are severable, and if any phrase,clause, sentence,paragraph or section of this Ordinance shall be declared legally invalid or unconstitutional by the valid judgment or decree of any court of competent jurisdiction, such legal invalidity or unconstitutionality shall not affect any of the remaining phrases, clauses, sentences, paragraphs or sections of this Ordinance since the same would have been enacted by the Town Council of the Town of Westlake without the incorporation in this Ordinance of any such legally invalid or unconstitutional, phrase, sentence, paragraph or section. SECTION 4: That this Ordinance shall be cumulative of all other Town Ordinances and all other provisions of other Ordinances adopted by the Town which are inconsistent with the terms or provisions of this Ordinance are hereby repealed. SECTION 5: Any person violating any of the provisions of this ordinance shall be deemed guilty of a misdemeanor offense and upon conviction thereof shall be fined in a sum not to exceed Two Thousand Dollars ($2,000.00) for each separate offense. A separate offense shall be deemed committed upon each day,or part of a day,during which a violation occurs or continues. Ordinance 827 Page 2 of 6 SECTION 6: This ordinance shall take effect immediately from and after its passage as the law in such case provides. PASSED AND APPROVED ON THIS 22nd DAY OF MAY 2017. ATTEST: Laura Wheat, Mayor -LU'V( U 1kyt Cbr Kelly°Edwar&,Town Secretary Thomas E. Brymer,Vn Manager APPROV AS T 060 M: L. nton Lo ow ttorne TE x as Ordinance 827 Page 3 of 6 EXHIBITS EXHIBIT A Legal Description and Depiction of PD 3-513 EXHIBIT B PD Site Plan Ordinance 827 Page 4 of 6 Exhibit A PD 3-513 LEGAL DESCRIPTION 81.06 Acres BEING a certain tract of land situated in the Richard Eads Survey, Abstract Number 393, the Jesse Sutton Survey, Abstract Number 1154, and the J. Bacon Survey, Abstract Number 1565, Denton County, Texas and being more particularly described by metes and bounds as follows: BEGINNING at the northeast corner of said Tract; THENCE S 17023'44"W, 329.22 feet to the POINT OF BEGINNING; THENCE S 17023'44"W, 147.46 to the beginning of a curve to the left; THENCE with said curve to the left, an arc distance of 783.77 feet, through a central angle of 1732'30", having a radius of 2560.00 feet, the long chord which bears S 08°37'29"W, 780.71 feet; THENCE S 00008'46"E, 87.08 feet to the beginning of a curve to the right; THENCE with said curve to the right, an arc distance of 159.11 feet, through a central angle of 08°57'34", having a radius of 1017.50 feet, the long chord which bears S 04020'01"W, 158.95 feet; THENCE S 75029'58"W, 1406.35 feet; THENCE N 89054'10"W, 898.42 feet to the beginning of a curve to the left; THENCE with said curve to the left, an arc distance of 128.76 feet, through a central angle of 03055'08", having a radius of 1882.50 feet, the long chord which bears S 88'08'17"W, 128.73 feet; THENCE N 41018'25"W, 147.59 feet; THENCE N 56049'26"W, 648.38 feet; THENCE N 33022'07"E, 762.52 feet to the beginning of a curve to the right; THENCE with said curve to the right, an arc distance of 610.57 feet, through a central angle of 33°57'51", having a radius of 1030.00 feet,the long chord which bears N 61039'47"E, 601.67 feet; THENCE N 89059'49"E, 2082.87 feet to the beginning of a curve to the left; Ordinance 827 Page 5 of 6 THENCE with said curve to the left, an arc distance of 225.55 feet, through a central angle of 72"16'05", having a radius of 178.00 feet, the long chord which bears N 53'41'47"E, 210.76 feet to the Point of Beginning and containing 3,531,053 square feet or 81.06 acres of land more or less. PD 3-513 DEPICTION je ------------- 'PfE.X2��Ajf Sltt�JEt�Lil!�� 1 - ox MTr rMiry-Me --—--—--—--—--- iy 00 CX) jL CD Citi �fi z-------- ------------- - 3> M CD 2 0 C:> r :> > `i '5 CD CD r PELOTON rn LAN* SOLUTIONS Ordinance 827 Page 6 of 6 U } C m N U U W o W a a p ° — — NORTH PROP. ROADWAY PROP. ROADWAY — — (BY OTHERS) — (BY OTHERS) ° (100'WIDTH R.O.W.> '� — GRAPHIC SCALE IN FEET Y 1 (100'WIDTH R.O.W.) /i/ 0 40 80 160 o / / ® I (n r-0 I / / 20'PUBLIC UTILITY z ° ❑ r J ° ° 50'BUILDING SETBACK o 0 1 o I / EASEMENT _O I �� / VOL.4247, PG.2908 LEGEND to e s / D.R.D.C.T. > 3 I � 1 PROP.20'SANITARY PROPERTY LINE — — — — F \ 1 1 SEWER EASEMENT / / PROP. BUILDING 50'BUILDING SETBACK i I i 11 / SEE ARCHITECT PLANS FOR DETAILS U I I I 8 FL=PROPOSED CONCRETE FIRE LANE s o �� o DFW-1 / • / PROPOSED GRASSCRETE FIRE LANE z ° I (OFFICE BUILDING) PHASE 1 LIMITS i -jI 00030F5 o I I TRACT 1 / EXISTING TREE T 10 CS KINROSS LAKE PARKWAY LLC \ I E I INST. NO. 2016-64107 �° I I I EASEMENT - - - - - - - - - - - - - - - cLO, Y ° L U O.R.D.C.T. I O X N Z U M Nj / 1 Ui CC a DFWG-1 - - / 1 ' J N co u- a 0 (PARKING GARAGE) / NOTES = Q - o ° I (0 / I o 0 8 // 1. ALL REQUIREMENTS OF PLANNED DEVELOPMENT 3-5B WILL BE COMPLIED WITH, EXCEPT THE o X O cn r < / I FOLLOWING VARIANCE REQUESTS: o_ U p ° DO° Q 25'SIDEYARD SETBACK w o Q ° I O PROP.25'DRAINAGE& / / A. FIRE LANE BUILDING COVERAGE: ~ roi O z PROP.20'WATER I I WATER EASEMENT / / 1 1 CE N EASEMENT I w o w 0 o I i. THE USE OF REMOTE FIRE HYDRANT TO PROVIDE COVERAGE FOR EXTERIOR L ^ - BUILDING COVERAGE (LOCATED BETWEEN PROPOSED GARAGE AND DFW-1). � ti Y J o / 1 p � � m d @/ I I 1 SITE DATA TABLE PHASE 1 E0 z o CD 0 O 0 3 TpI J O I I I GENERAL SITE DATA LOT 1, BLOCK A ZONING (FROM ZONING MAP) PLANNED DEVELOPMENT 3-513 EI I O �1 I I I USE OFFICE y � �1 I PHASE 1 LOT AREA (SF) 1,474,942 O I PR P.20'WAT 1 I PHASE 1 LOT AREA (AC) 33.86 O EA E ENT I TOTAL LOT AREA (AC) 71.14 PH CE L 0 IMiv 0 CIS]J° R v — — — — — 20'PUBLIC UTILITY EASEMENT Q ® °° / � ( ) TOTAL 341,360 SF FOR REVIEW ONLY NOT FOR VOL.4247, PG.2908 BUILDING FOOTPRINT AREA SF E / _ - -- - - -- - - -- _- ---- -- _ -- —\ _ — — - - -- -- - - - I D.R.D.C.T. DFW-1 (OFFICE) 64,850 SF CONSTRUCTION OR PERMIT r �> — _ _ I HW 2421 LAND, LP DFW-A (OFFICE) 60,900 SF PURPOSES. o0 / I INST. NO. DFW-G1 (GARAGE) 167,600 SF Kimley>>>Horn a / I 2009-55583 DFW-2 (OFFICE) 48,010 SF Engineer BRADLEY J. MOSS I L r——————— I O.R.D.C.T. P.E.No. 96631 000000 I _ ° TOTAL BUILDING AREA (SF) TOTAL 1,421,316 SF ° S i DFW-1 (OFFICE) 272,572 SF Date 04/28/17 PROP.VARIABLE WIDTH DFW A (OFFICE) 99,299 SF J 40F5DRAINAGE&WATER I Z -) U Q EASEMENT DFW-2 / DFW-A °° 50F5 DFW-G1 (GARAGE) 855,400 SF U m < AMENITY CENTER = w (OFFICE BUILDING) / ( ) I DFW-2 (OFFICE) 194,045 SF 0 w r o a - - - - - - - - - I— oo (n (FUTURE OFFICE BUILDING) i � I — — — � — — � I / TOTAL FLOOR AREA (SF) TOTAL 1,408,065 SF � � a N a 00 m U) 0 /, \ / o I // _ — — — — — — — — — I °° I ?. Cn It W 00 DFW-1 (OFFICE) 272,572 SF = o o Lu 3 / — — — a g _ DFW-A (OFFICE) 94,299 SF 93 Y a in a w 0� (] ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ U w O� z / 000000 I i — — I \ DFW-G1 (GARAGE) 855,400 SF U -1 0 00 00 00 00 00 00 (D 0 0 3 1� �\ -- ---- 0o — - 0 0 0 0 0 ® _ I DFW-2 (OFFICE) 185,794 SF Q —— ——— 200'TEMPORARY L 4i -- 0 0 0 — — I BUILDING HEIGHT DFW-1 5 STORIES 84' X o I �� � 1 �—— — — — — — / — — _-h-_ -� \ � CONSTRUCTION EASEMENT ( ) � W a- TRACT 3 \ \ \\ \ I D R� , PG.2899 DFW-D.C.T. / I DF G1 6 STORIES 2 STORIES (60') / CS KINROSS LAKE ) \ \ V ( ) / I PARKWAY LLC \ \ DFW-2 4 STORIES (68') -0 0 \ �° / / � INST. N0. 2016-64107 \ \ �� \ ❑�- - -- � � — - - - - - - I / ' — \ �� �—�� _ FLOOR AREA RATIO (RATIO -XM-1) 0.95 ° / � O.R.D.C.T. � _ �- - � � �- - o Z .N 0 / / � —— — — — — — —� —,� — — — PROP. CONSTRUCTION TYPE DFW-1 (OFFICE) IB Q _ A — — — — — — — ��SO'32'53"E ° '07°w 78.72' — — �/ DFW-A (OFFICE) IB/IIB Q 200'CONSTRUCTION EAE 0 CONSTRUCTION EASEMENT/ ??? 1 � � DFW-G1 (GARAGE) IB � O� o .5 VOL.4247, PG.2899 15'H IKE&BIKE TRAIL EASEMENT _ 25.20' — — DFW-2 (OFFICE) IIB -- _--_ D.R.D.C.T. VOL.4247, PG.2883 / / S89°27'07"W� 15'HIKE&BIKE TRAIL EASEMENT - 0-1 D.R.D.C.T. / 194.11' VOL.4247, PG.2883 PARKING Q coo � � J // \�RARY / / /,,'213' 40'TEMPORARY PARKING RATIO FROM ZONING ORDINANCE) LL / �� i D.R.D.C.T. / CONSTRUCTION EASEMENT / // / /c�6R5110 HW 2421 LAND, LP CONSTRUCTION PG.883 BASED ON TOTAL FLOOR AREA 1:300LU 0-1 VOL.4247, PG.2883 / i INST. NO. D.R.D.C.T. / REQUIRED PARKING (# SPACES) 1,842 Q o ° D.R.D.C.T. 2009-55583 W / / I TOTAL PARKING PROVIDED # SPACES 2,708 I ' I W 304.0 / ' O.R.D.C.T. W I 4 UI PROVIDED GARAGE PARKING (# SPACES) 2,632 a Q TOTAL PROVIDED PARKING (# SPACES) 76 ACCESSIBLE PARKING REQUIRED (# SPACES) 37 W .� ACCESSIBLE PARKING PROVIDED (# SPACES) 37 Q ASRKING IN PACES) EXCESS OF 110% OF REQUIRED PARKING 682 E VICINITY MAP ( j W o PERMEABLE AREA E RICHY � PERMEABLE PAVEMENT(SF) 29,953 SF LnLi L _ o RANDY \ 287,047 SF = DERRELL OTHER PERMEABLE AREA WITHIN THE LOT ° o= o SHERI N O RT H N e �_ TOTAL PERMEABLE AREA (SF) 317,000 SF PENNY 0o .EUj N m JAMES HOWE TROPHY CLUB r��oi � LOIS MON �y TROPHY CLUB ROANOKE o Q F2 CHIMNSP�P P �o<�ro CAUTION!! o SO�On TR OAKMONT OPS���� J z T 10 NTN �po�gMOs ASL PALMETTO EXISTING UNDERGROUND UTILITIES IN THE AREA. CONTRACTOR r IS RESPONSIBLE FOR DETERMINING THE HORIZONTAL AND J VERTICAL LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION. J REED CgR�OUSTIF OWNER ARCHITECT ENGINEER CONTRACTOR SHALL BE RESPONSIBLE FOR ANY REPAIRS TO ^^ o �\� EXISTING UTILITIES DUE TO DAMAGE INCURRED DURING I..L m gCpr _ @O Q� MAIN F- CR � CS KINROSS LAKE PARKWAY, LLC CORGAN CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE ENGINEER OF o = �� �q qR LIMIT y�OHWAY FFk COURTS ��?\kSNs�� 2309 GRACY FARMS 401 NORTH HOUSTON STREET ANY DISCREPANCIES ON THE PLANS. Uj >>4 imley )>> Horn AUSTIN, TX HOUSTON, TX 78758 DALLAS, TX 75202 F Ovo PIN Egwq PH. (512) 682 - 5859 PH. (214) 748-2000 > 3 w�S 12750 MERIT DRIVE O PARRISH Turner CONTACT: KATIE BLAIR CONTACT- MATT MCDONALD w w O!y ke WESTLAKE SUITE 1000 o DALLAS, TEXAS 75251 ° aN Oddfellows PH. (972) 770-1300 • Know what's below. N `1 Of 3 Branch Cemetery PROJECT CONTACT: BRADLEY J. MOSS, P.E. LOCATION FIRM NO. F-928 CaII before you dig. SHEET U NUMBER � ° ( 0 .-c 1 OF5 Ordinance 827 U C m N U 0 W Q KEY MAP o i I > o WESTLAKE RETAIL ' _ NORTH = ASSOCIATES, LTD. INST. NO. 3 OF 6 E 1998-118649 o O.R.D.C.T. T GRAPHIC SCALE IN FEET a 0 20 40 80 C/) _�- z 3 ��, N PROP. ROADWAY uj Ib (BY OTHERS) s>> 61 15 � I I s o s o w w w w 47.0" 11-0 -W w w w w(100'WIDTH R.O.W.) - w w w w w C 12"WATER(BY OTHERS) 0 47.0' - o v / 0 280.0' 184.9' 64.0' o LEGEND a PROP.8' .0 N PROP.8' ��S ��0 N 45.1' SIDEWALK \ PROPERTY LINE - - 0 SIDEWALK p' Q \ Z Q M �/ //' \ ' /� / / i , , , /�, / 113.9' M ,�Cri PROP. BUILDING /� ///i1/� / //1/�,N89°59'49"E 1513.65' /� ///�/�/��/6 R? // / SEE ARCHITECT PLANS FOR DETAILS 0 35.I O 0 Op w _t0 00, �Z p E S -SS -� SS a� a�mt�'' S --a --a-SS�� -a ar7 9 -zs ��• SS Stp ,. 0�� � 614�,� O• PROP. U I � w w � w � � w w w m � w Q w � � � � ��� � w w m w m m � Q �w w w w � � w w w m m �l�l w z w Y u w WATER 12.0' 12.0' a J METER SEE LANDSCAPE PLANS FOR DETAILS 61 0 C71 PROP.FH w I` w 5 PROP. FH a i N Y PROP.CURB I �_ w �� PROP. w � 616 ,i F- O U INLET 24'0' PROP.WATER I PROP.20' o �� 00 CENTERLINE OF PAVEMENT - - o z � \ 6'X6'RCB 12.0' 20.0' 26.0' 24.0' 105.1' N 30.0' N r` i X � METER WATER �� cn F- 00 00 � Lu C - �� TrW EASEMENT - - Tlr `n FL rn °� [-- PROP.STORM I Q N W Q PROP. IRRIGATION PROPOSED CONCRETE FIRE LANE J X v w MANHOLE 50'BUILDING I METER ^ r` ! Q 1- 0 (TYP.) Cp 80.0' b J lB p SETBACK ' o rn (A co PROP. 12" p Q U Q 50'BUILDING X O STORM i SETBACK PROPOSED GRASSCRETE FIRE LANE 30.0' w � � z � IIS I I Wo � Q 0 I Lfl w w w w w �- w w w m w p, - w w w L O o PROP.20'DRAINAGE D = z PHASE 1 I EASEMENT �� o PARKING COUNT 15 / w O LIMITS p• w w w w o w W Y PROP. 18" I PROP.WATER w . . . . . . . I METER � � PROPOSED CONTOUR 617 � � 1-,- i � � 0 STORM I PROP.8. I z � 1 SIDEWALK 5.9' Lu Oz 3 ti W W W W W W I I W v W W W I 2.5' W W J PROP.20'WATER PROP.8,�. I=, 617- CL C14 EXISTING CONTOUR o LID U EASEMENT w w �� FLUS 72.9' ■ N O o , SIDEWALK I PROP.. �I� 13.9' 3 I I . 6'X6'RCB � .� �. .�� .� � � .� .� DRAINAGE ARROW w PROP.SIDEWALK(TYP.) 0 6'j A (SEE LANDSCAPE PLANS / 0 �� EXISTING TREE / m I 3 I FOR DETAILS) 11.9' w C'7 � � sus 0 8.0' PROP. 18" W (TYP.) 8.0' I 8.0' STORM Z FOR REVIEW ONLY NOT FOR CONSTRUCTION OR PERMIT TYP. PURPOSES. 0 (TYP.) (TYP.) -� -(n- A PROP. 18" ' A NOTES 4 W W W W W W W W W W W W W W W W W W W W W W w \ W W STORM 8.0' 4 I I I LU v� 1. ALL DIMENSIONS ARE TO EDGE OF PAVEMENT OR FACE OF CURB UNLESS OTHERWISE STATED. KimleV���Ho�'n o (TYP.) o a 7 AREA 7 A 11 a ai >- �� a DRAIN PROP.24' CONCRETE FIRE LANE N I I ch Engineer BRADLEY J. MOSS N TRACT 1 �j 2. ALL RADII ARE 3.0' UNLESS OTHERWISE STATED. PROP.24" I P.E.No. 96631 -0 STORM PROP.24'CONCRETE CS KINROSS LAKE PARKWAY LLC Z �-� I -- ( I FIRE LANE 3. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR Date 04/28/17 o a o a INST. NO. 2016-64107 J� �' I I PROP 1 Z PUBLIC WORKS CONSTRUCTION FOR NORTH CENTRAL TEXAS, LATEST EDITION, AND THE TOWN Nt i � i N W O.R.D.C.T. �� I STORM $ �U� OF WESTLAKE STANDARD CONSTRUCTION DETAILS. z v a PROP.SIDEWALK(TYP.) m � 8 0' I I PROP.20'WATER I , (SEE LANDSCAPE PLANS �I Q /� 4. DURING THE CONSTRUCTION OF THESE IMPROVEMENTS, ANY INTERPRETATION OF THE U O PROP. 18" I (TYP.) W / EASEMENT v C W = FOR DETAILS) G CD 0 STORM STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION FOR NORTH CENTRAL TEXAS, o Lu U) w W W W W W W 12.0' 12.0' +I W O 't \ � PROP.FH n ,� AND ANY MATTER WHICH REQUIRES THE APPROVAL OF THE OWNER, MUST BE APPROVED BY Q N co m m > d ^ W W W W W W W W W W W W W W W W W W W W W W W N �� THE DIRECTOR OF ENGINEERING OR HIS DESIGNEE BEFORE ANY CONSTRUCTION INVOLVING M m 0 w w w w w 24.0' w w I I � Q � Z Z W PROP.CURB ' I < THAT DECISION COMMENCES. ASSUMPTIONS ABOUT WHAT THESE DECISIONS MIGHT BE WHICH z o W INLET I I w DFWG-1 �- ARE MADE DURING THE BIDDING PHASE WILL HAVE NO BEARING ON THE DECISION. Y ¢ Q w PROP. FH w w U - (PARKING GARAGE) ° PROP.8" w w SSWR I I w W W W W W W W W W W W w w w W W W PROP. 18" w 5. STREETS, ALLEYS, SIDEWALKS, DRIVEWAYS, AND STORM FACILITIES IN THE PUBLIC 0 -Cw w STORM 6�> RIGHT-OF-WAY SHALL BE CONSTRUCTED IN CONFORMANCE WITH THE TOWN OF WESTLAKE, Q _ STANDARD CONSTRUCTION DETAILS LATEST EDITION. Q X w C: 0 LIJ o F- PROP.36.,- I I �- - _ n (TYP.) (TYP.) % AREA STORM 3 3 61g ' W W DRAIN 6. REFER TO LANDSCAPE PLANS FOR SIDEWALK LOCATION, WIDTH, AND CONCRETE FINISH. O U J U p I_� �� W C 8.0' 8.O' W W W W W W W W W W/ W W W W n I w W W W W W ��� s �, 7. SEE LANDSCAPE PLANS FOR DETECTABLE WARNING AND ONSITE BARRIER FREE RAMP DETAILS o (TYP.) I (TYP.) l 1 ��- 0 � I � N11 M > W 122.7 UNLESS OTHERWISE NOTED. SEE TOWN OF WESTLAKE STANDARD DETAILS FOR BARRIER FREE 1� N N ~ RAMPS WITHIN TOWN RIGHT-OF-WAY. 1 V Q N 0 N I . . �✓ w m w / �w m w m m w m m w m 0- ^ U v N I N i w PROP. 12" I w N I N H i WATER w PROP. 181, � w w W PROP. 18" 7 1..1..1 Q STORM c9 3 I �" o STORM LL L-T 0 PROP. � � � 0 CONCRETE I X10 13.9' CSO LOI �✓ .✓ w w W w .✓ I nj Q 0 0 I w w w _,� R1.5' t 362.0' o -0 co�I d ��p - - BENCHMARKS W � I I I co o. 2.5' w w w w �I {� `.__ -- --- -- - -- -- -- -- - -- - BM#1 Town of Westlake GPS monument No. 7. Elev. =626.27 Q PROP. 12" WATER I w - - cut set (12/16/2016) on the southeast corner of a Y BM#2 ❑X MAIC H L I N E, SEE SHEET 4 OF rJ of the east cbound serviceoncrete Irotadcof Stated on Highway he south side co 0 0 I I 114approximately 450 feet west of Trophy Lake Drive. W n I Elev. =612.39 Ln L I W W W W W W W W W W W W W W W W W W W W W W I W W W v , . . . W W W W W W W W W W I I � PROP. 18" �F�/G_1 PROP. 18" , � AREA I 6'> BM#3 "❑X "cut set on top of a concrete curb at the f C � ✓ W ✓ ✓ W W W W 1 W W .<. V• STORM PARKING? GARAGE STORM DRAIN -� C! midpoint of a curb return located at the southeast corner o I ) � of the intersection of the east bound service road of C) �O o Gj AREA 28.3' 61 DRAIN W W / State Highway No. 114 and Trophy Lake Drive. w Elev. =617.02 OCT Q 0 I - - 9.0' - 9.0' 9.0' - - o w w (TYP. TYP.) I �� (TYP.) 10.7' 16.0' N ✓ Ln PROP. 36"STORM / w w w w / ��� . . . VVW1 0VM ° PROP. FH I 05 10.0' / �i s o �, CAUTION!! N .� EXISTING UNDERGROUND UTILITIES IN THE AREA. CONTRACTOR 0 IS RESPONSIBLE FOR DETERMINING THE HORIZONTAL AND P1 J VERTICAL LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY REPAIRS TO Uj a EXISTING UTILITIES DUE TO DAMAGE INCURRED DURING 0 CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE ENGINEER OF C: ANY DISCREPANCIES ON THE PLANS. + N N � N " cn 3 E N N 0 • Know what's below. T Call before you dig. m SHEET NUMBER U 0o � 2 0 F 5 Ordinance 827 U C m N U LU 0 Q KEY MAP o o NORTH WESTLAKE RETAIL ♦ / / / / _ ? _ ASSOCIATES, LTD. / INST. NO. _ / / 4 OF 6 E 1998-118649 — — — _ i �' 615 / o / O.R.D.C.T. GRAPHIC SCALE IN FEET 616 _ PROP.8' SIDEWALK // w/ W 6 0 0 7 _ 61$ V A 6 6N 64.4' W w w ww-p w �oi� 4=33°59'05" 6� V — — — — — 12"WATER(BY OTHERS) < / R=512.38' w w o PROP. ROADWAY CB=N 92' /w w B73°00'17"E o v (BY OTHERS) I o c=299.48' � N LEGEND .� SIDEWPROPERTY LINE° . — — 6100'WIDTH R.O.W.PROP8' wwwJwww•o�jwwwwwwwww wwwww�wwwwwww��wwwwwwwwwwwwwJwwwwwwwwN'O��WWJQ iwwwwwwwwwwwwwww wwwww ww•, wWw wwwwwwwwwwww�wWwwwwwwwwwwwwwwwww wwwwwwwwwwwwww swwwwwwwwwwww,swwwwwww`2 6wwwwwwwwwwwwwwww7—/\5wwwwwwwwwwwwwwwwwww 6�wwwwwwwwwwww�w71,✓/s wwwwwwwwwwwwwwwww wwwwwwwwwww�www wwwJwwwwwwwwww/�wwwwwwwwwwwwww�✓ wwwwwwwwwwwwwJw�/ ��\wwwwwwwwwwwww✓o wwwwwwwwwwwww 1/wwwwwwwwwwww5 wwwwwwwwww/wwwwwwjwwWwwww s/-wwwwww/wwwwwww oNwwwwwww/wwww/wwwwwwww/,www wwwww/www/ss6wwwwwww/wwwww 6wwwww�/�wwwww wwwwww wwwwwwww/wWWwwww��awwwww wwwawwww/wwwww/wwww/wwwww wwwwww/�wWwww/wwww� /www ss wwww wwww wwww 3www3��3wwwJw0 ww wwwwwm wwwwwwww wwwwwwwwww� wwwwwwwwww wwwwwwwwww w/wwwww ww www.-wwww'��/2wwww o wwwwwww�s5wwwwws5/w�I—, e�pSwwW 66www0.l°wWI°—wwwwI(JI�wwwwwW�I\• —wwwA,2p�r-1ww W,�/°wwwww,''°jwwwww-�'�\33�wwwwwwww�261.�.6www�2>6'O 3wwwwwwwwwww 1.�✓0 4�IlI�I wwww1wwwwwwww.10�I' wwwwwwwwwwwww' IIwwwwwwwwwwwwwww'w \�wwwwwwwv/ I/�wwwwwwwwwwwwww /SEW EwwwwwwwwW 54 13. PROP. ENHANCED ENTRY"r N89° /wwwww E RwwwwwEI www ASwwwwwww Eww M N/www/T _ SEE ARCHITECT PLANS ANS FOR DETAILS FEATURE __SS ° PROP. ENTRY SIGN WALL 10'HEIGHT HEIGHT 4=17°32'30" Lo 24.0' 24.0' (SEE LANDSCAPE PLANS= PROP.24'GRASSCRETE FIRE LANE� w METER w w w w w J (SEE LANDSCAPE PLANS FOR DETAILS) J R=2560.00' >, O (SEE PAVING PLAN AND � FOR L=783.77' SEE LANDSCAPE PLANS FOR DETAILS LANDSCAPE PLAN FOR DETAILS) PROP.FH 1 0.0' CB=S8°39'06"W '_ O w C=780.71' _� w � . w 528.3 w ww CENTERLINE OF PAVEMENT w ww ww ww ww ww ww ww ww ww ww ww ww ww ww ww ww ww ww ww ww ww P.E�rn■�. �T v Q J v�IJ C0mN D X 00 CC) U CUZQUoYti LID 6 O FL L 7 PROP.6 _j PROP SIDEWALK 12.0'•12.0' 12.0' 12.0' � PROPOSED CONCRETE FIRE LANE X� 0www -0 SIDEWALK � < � 6 U LO wwwQPROP. 12" o X O WATER w w w PROPOSED GRASSCRETE FIRE LANE 0 50'BUILDING w w w z SETBACK LLJ Qo LoO D z PARKING COUNT o w 0 PROP.CONCRETE L> _ JI w L PROPOSED CONTOUR � Qj o6vir PROP.GRATE--\ 617 INLET(TYP.) 0 w O I 2E Z O� 72.9' EXISTING CONTOUR 617- QB� L 0 � wSSW`R 25'SIDE YARD LO DFW-1 SETBACK DRAINAGE ARROW (OFFICE BUILDING) a w (0,o PROP. BUILDING EXISTING TREE 0 EX. 100-YR.FEMA FLOOD PLAIN COLUMN(TYP.) wdo wwwwwWww TRACT 1 LU CS KINROSS LAKE PARKWAY LLC 2 _ ������H� o . . - 64107 wwww 0UX O.R.D.C.T. . . . . 0 .0, FOR REVIEW ONLY NOT FOR R C w www gypw w CONSTRUCTION OR PERMIT PROP.6' , NOTES .OqQ SIDEWALK SSWR PURPOSES. MANHOLE 1. ALL DIMENSIONS ARE TO EDGE OF PAVEMENT OR FACE OF CURB UNLESS OTHERWISE STATED. 2 AREA Kimley >Horn LU DRAIN Engineer BRADLEY J. MOSS 0- zw V 01 w/ 2. ALL RADII ARE 3.0' UNLESS OTHERWISE STATED. No. 96631 3. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR D04/28/17REMOTEFH PROP.24" ate STORM _ Cq W 0 � 1 PUBLIC WORKS CONSTRUCTION FOR NORTH CENTRAL TEXAS, LATEST EDITION, AND THE TOWN Q FH OF WESTLAKE STANDARD CONSTRUCTION DETAILS. zPROP0, 0 5 4. DURING THE CONSTRUCTION OF THESE IMPROVEMENTS, ANY INTERPRETATION OF THE U LU PROP.6' STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION FOR NORTH CENTRAL TEXAS, L w I-, w w w w w w w 3 U w AND ANY MATTER WHICH REQUIRES THE APPROVAL OF THE OWNER, MUST BE APPROVED BY SIDEWALK Q0THE DIRECTOR OF ENGINEERING OR HIS DESIGNEE BEFORE ANY CONSTRUCTION INVOLVING Qg O QmZW THAT DECISION COMMENCES. ASSUMPTIONS ABOUT WHAT THESE DECISIONS MIGHT BE WHICH z�� v 3 ARE MADE DURING THE BIDDING PHASE WILL HAVE NO BEARING ON THE DECISION. U) ¢ w UPROP.24' CONCRETE FIRE LANE I . I I - . 00oU PROP. UNDERGROUND \6' 5. STREETS, ALLEYS, SIDEWALKS, DRIVEWAYS, AND STORM FACILITIES IN THE PUBLIC 0 -Cj� -OF-WAY SHALL BE CONSTRUCTED IN CONFORMANCE WITH THE TOWN OF WESTLAKE,SERVICE TUNNEL RIGHT STANDARD CONSTRUCTION DETAILS LATEST EDITION. xW AREA w w www RAIN 69 6. REFER TO LANDSCAPE PLANS FOR SIDEWALK LOCATION WIDTH AND CONCRETE FINISH.HW 2421 LAND, LP U PROP.FH wwwww w INST. NO. W4�122.7' 138.0' w 1516 16 w w w 7. SEE LANDSCAPE PLANS FOR DETECTABLE WARNING AND ONSITE BARRIER FREE RAMP DETAILS2009-55583 UNLESS OTHERWISE NOTED. SEE TOWN OF WESTLAKE STANDARD DETAILS FOR BARRIER FREE PROP. 12" o 12.0 12.01 PROP. I I WATER 620w IwRAMPS WITHIN TOWN RIGHT-OF-WAY.Aw M HEADWALL Q PROP.36" (�w STORM 24 0' �p ° 4 PROP.CONCRETE .0� PROP.CONCRETE w w ww w / w w � w Iw 620 o / LL `14 2923 0W 9 F6 PROP.24" w i STORM Q C:) oN — ww w BENCHMARKS LUPROP. 18STORM J W 619, BM#1 Town of Westlake GPS monument No. 7. PROP. FH WR wwwww Elev. =626.27 PROP.25' GRASSCRETE NHOLE&DECOMPOSED Lm U GRANITE FIRE LANE BM#2 cut set (12/16/2016) on the southeast Q (SEE LANDSCAPE PLANS � 10,4.0corner of a concrete curb inlet located on the south side J FOR DETAILS) of the east bound service road of State Highway No.0 w ww �6 co w w w w w 114approximately 450 feet west of Trophy Lake Drive. W Ln OElev. =612.39 Ln E MATCHLINE, SEE SHEET 5 OF 5PRP.6" WATER BM#3 ❑ cut set on top of a concrete curb at the PROP. 12" IN 40 midpoint of a curb return located at the southeast corner � WATER o of the intersection of the east bound service road of w w w w w w PROP.20'WATER State Highway No. 114 and Trophy Lake Drive. EASEMENT Elev. 617.02 0_QLo CAUTIONJ EXISTING UNDERGROUND UTILITIES IN THE AREA. CONTRACTOR 0 IS RESPONSIBLE FOR DETERMINING THE HORIZONTAL AND P VERTICAL LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION. U CONTRACTOR SHALL BE RESPONSIBLE FOR ANY REPAIRS TO Uj EXISTING UTILITIES DUE TO DAMAGE INCURRED DURING 0 CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE ENGINEER OF 0 ANY DISCREPANCIES ON THE PLANS. -C3 cn C 1 7 E Know whats below. U N C T Call before you dig. m SHEET NUMBER U o30F5 0 .-c:: Ordinance 827 U C / .co ��o 2.5' - — W 6W W W W W W W W W W W W W W W W O co PROP. 12" I w MATCHLINE, SEE SHEET 2 OF 5 KEY MAP Q T 2 � I 2 8.01_. NORTH CD EL Y ITYP (T $p, IT I( W W W W W W W W W W W W W I (PARKING .C1 W W W - - I I I I N }TYP.) NPROP. 1OP 18" A REAW �s 5OF61 GRAPHIC SCALE IN FEET DF G-1W 2 2 PROP FH STORM STORM DRAIN 0 20 40 8 0 W W W W W W W W W GARAGE) IWIW z w ✓ w w W W .✓ .✓ w W .✓ .✓ I . . O 0' -o AREA L6 DRAIN _Cn LU 12.0' 12.0' W w co 199.9' W PROP.SIDEWALK(TYP.) TRANSITION TO �"' 11 X30 r MOUNTABLE CURB �3�' 6; } - 9.0' �� 9.0' } g.p' - — r PROP. UNDERGROUND N N � � � w w m m m ' O O O w w w w w m 24.0' (SEE LANDSCAPE PLANS w SERVICE TUNNEL LL w w (TYP. (TYP.) 615- (TYP. 10.T 16.0' N w FOR DETAILS .� C,1 o - F o o PROP. MOUNTABLE m PROP. 36"STORM CURB PROP. MOUNTABLE . � PROP. FH CURB 615 � y.o° LEGEND ° PROP. 18"STORMQ� PROP.GRASSCRETE FIRE LANE I I PROP PROP.2' %I i PROPERTY LINE F (SEE PAVING PLAN AND 6'X6'RCB I t PROP. 18" CONCRETE PROP.5' PROP. 18" / PROP. 12" AREA p O W y W W W W / W W W W W L W W �e W W W co PROP.8"SSWR 8 0' LANDSCAPE PLAN FOR DETAILS) TRANSITION TO STORM FLUME W CURB INLET W W STORM STORM 6 DRAIN z Q (TYp•) PROP.24'GRASSCRETE FIRE LANE / MOUNTABLE CURB PROP. 10' 615 PROP. FH � I �4 PROP. BUILDING (SEE PAVING PLAN AND LANDSCAPE y 1 1 W W I W W w U — ' PLAN FOR DETAILS / CURB INLET L SEE ARCHITECT PLANS FOR DETAILS / w ) / �p - - - - - - / —� PROP.WATER. — � � o V � ' �� / %� �. z / METER o � SEE LANDSCAPE PLANS FOR DETAILS LID w W CENTERLINE OF PAVEMENT — — X CD ? — PROP. 12" / , o 6�4 AREA w O .� � � � .� .� WATER � � � .� � .� � .� � � � w � .� �� PROP.FH �, L �, 1 �, � � � � �, � � �77L� �, �, � PROP.25' GRASSCRETE& ��, �, � � �� DRAIN , , =FL= � 1)) -H o w lw DECOMPOSED GRANITE FIRE LANE � Q m ±gq pPROPOSED CONCRETE FIRE LANE < N X v (SEE LANDSCAPE PLANS FOR DETAILS) Q C O W W W W W W J WW W cc,/))00W I1 I / oQUQ PROPOSED GRASSCRETE FIRE LANE L o O w �� w w w w �✓ w m I I . . w m 4 m �✓ �✓ �✓ / Z Z 36" w � � � � .� .� .� w � � � �— 0 w STORM / L M O z D � o' W I W PROP.6' PARKING COUNT 15 / � o J O SIDEWALK / rn 1> = ri N LO PROP. BUILDING PROP. UNDERGROUND /� / +1 E Y W ° PROP. 2 COLUMN (TYP.) SERVICE TUNNEL O TRACT 1 � �, � SFV"�-A PROPOSED CONTOUR 617 � � � W W 6'x4'RCB W W _ _ � z 3: / CS KINROSS LAKE EX. 1 YR. FEMA FLOOD PLAIN / / LO (OFFICE 0 W O.If ti PARKWAY LLCCD FUTU FFICE BUILDING INST. NO. 2016-64107 W W W W W W W DFW-2 / BUILDINGEXISTING CONTOUR 617_ o N o ( \ \ W W w W W W W W I W W (AMENITY "^ O.R.D.C.T. (OFFICE BUILDING) / W ) o / CENTER 3 \ 80 PROP.8' / -H Z DRAINAGE ARROW Ilk& SIDEWALK / / PROP. 18" w I - - - - - - - - - - - - - - - - - - - - - -� — -- / STORM W o ,� \ W PROP. 12° / / W W EXISTING TREE / PROP. PROP. (� STORM STORM ±349.0' STORM /68 T / PROP.SIDEWALK(TYP.) — � 1 i W � (SEE LANDSCAPE PLANS / — — — — — — p Cr Z H L �M]0 0 H Q H ly FOR DETAILS) — — — — — — — / / / _ FOR REVIEW ONLY NOT FOR / J A CONSTRUCTION OR PERMIT PHASE 1 LIMITS / R0 NOTES ��0 / ��� I PURPOSES. � WJ J J W W I I W� W - W J� W W W W W W W W W W W W W u 000 / V 1. ALL DIMENSIONS ARE TO EDGE OF PAVEMENT OR FACE OF CURB UNLESS OTHERWISE STATED. KimeV*Horno w w PROP. 12" I \ PROP.8,. w i STORM SSWR 2. ALL RADII ARE 3.0' UNLESS OTHERWISE STATED. Engineer BRADLEY J. MOSS _Ss P.E.No. 96631 3. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE STANDARD SPECIFICATIONS FORDate 04/28/17 o / __ _ PUBLIC WORKS CONSTRUCTION FOR NORTH CENTRAL TEXAS, LATEST EDITION, AND THE TOWN � T�12 / OF WESTLAKE STANDARD CONSTRUCTION DETAILS. z U g 17-N WW WW WW W WJi W W W PROP.GRASSCRETE FIRE LANE . W W / W W W W W W /(SEE PAVING PLAN AND W O m 4. DURING THE CONSTRUCTION OF THESE IMPROVEMENTS, ANY INTERPRETATION OF THE U �P . TRATW�' W W , W U)STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION FOR NORTH CENTRAL TEXAS,LANDSCAPE PLAN FOR DETAILS) Rmo( ) CsKtNF�OSSLA WKE 6'x4'RCB O PARKWAY LC PROP.GRASSCRETE FIRE LANE— PROP.8' V� AND ANY MATTER WHICH REQUIRES THE APPROVAL OF THE OWNER, MUST BE APPROVED BY a- c� 0 N Q m m �� \ THE DIRECTOR OF ENGINEERING OR HIS DESIGNEE BEFORE ANY CONSTRUCTION INVOLVING M ❑ \ INST. NO. 20 4107 SIDEWALK \ W m _ I (SEE PAVING PLAN AND W /"� A �� �A Q o z Y — _ — \ — C„T. \ _ THAT DECISION COMMENCES. ASSUMPTIONS ABOUT WHAT THESE DECISIONS MIGHT BE WHICH = _ 1 3: \ "� \ — _616_ LANDSCAPE PLAN FOR DETAILS).\ N,,-\ ARE MADE DURING THE BIDDING PHASE WILL HAVE NO BEARING ON THE DECISION. Y W _ W W W W W W W I W W W W W W i� W W W W W W W W W W W W W U EX. 100 YR. FEMA FLOOD PLAIN �, 'i _�. \ <n ❑ ❑ U 5. STREETS, ALLEYS, SIDEWALKS, DRIVEWAYS, AND STORM FACILITIES IN THE PUBLIC U) RIGHT-OF-WAY SHALL BE CONSTRUCTED IN CONFORMANCE WITH THE TOWN OF WESTLAKE, T Q W �W W W W W �W W W W W W W W ��— STANDARD CONSTRUCTION DETAILS LATEST EDITION. W Q \ / \W W W . . W x'615_ W X61 \\�� \�/ // 6. REFER TO LANDSCAPE PLANS FOR SIDEWALK LOCATION, WIDTH, AND CONCRETE FINISH. \ 2 MPORARY i 6� J �— —-��/ — —— —- 7. SEE LANDSCAPE PLANS FOR DETECTABLE WARNING AND ONSITE BARRIER FREE RAMP DETAILS Q O w w w \ w m m w w w e w w w w w w _WCO�1STf UCTIONEAS�ME1V 614, / \ \ UNLESS OTHERWISE NOTED. SEE TOWN OF WESTLAKE STANDARD DETAILS FOR BARRIER FREE 1� / \ APPROXIMATE PELOTON i / _ _ 1 V N — — — — — W VOL.X247;P�w289 /� \ Z N o — �— \ ' fps PROP. LAKE EDGE RAMPS WITHIN TOWN RIGHT-OF-WAY. - a / �� W W I Q.R.D C.T�, w 1 �613, � � � '-PUKE_&BIK RAIL AS � � m � � a VOL.42'47,P .268 U61& w w \w w w— . w I I W 0DTy w / / �J �/ O 0 w w X612-�� �� RC � a 613 \W � W �� W W 11, W _ W W �� rpt PROP. 100-YR. FEMA FLOOD PLAIN+ / / 0 \ W 611 W6'��-W— W PELOTON MODIFICATIONS LL 0 612 / !� W W — 610 / 213y'1 / / / LU � > / 40'TEMPORARY 610— W 613 — _ _ CONSTRUCTION-EASEMENT \ / � p� / /% �6A 6/ Q O O \ w m m i ��i m / V 0- 1 610 VOL:4247,'PG.2883 \ ��� ` / / / I I I W 61 609 D�R.D.C.T. 6 _ BENCHMARKS W � i BM#1 Town of Westlake GPS monument No. 7. I � 609� / � Elev. =626.27 Q j w W W W W 'HW 2421 LAND, LP O W WW W W = W— = — — _ INST. NO. BM#2 ❑X " cut set 12/16/2016) on the southeast Y \ 610 611 p4.o4' — , _ 2009-55583 corner of a concrete cub inlet located on the south side 60 - O.R.D.C.T. L � 607 608 9 W W W W � � __ __ ___ ___ __ __ of the east bound service road of State Highway No. � — — — — — — — 114approximately 450 feet west of Trophy Lake Drive. W / Elev. =612.39 L BM#3 "❑X "cut set on top of a concrete curb at the midpoint of a curb return located at the southeast corner C of the intersection of the east bound service road of State Highway No. 114 and Trophy Lake Drive. OCT C_ Elev. =617.02 N � Q Q L o CAUTION!! J .� EXISTING UNDERGROUND UTILITIES IN THE AREA. CONTRACTOR 0 IS RESPONSIBLE FOR DETERMINING THE HORIZONTAL AND 0 J VERTICAL LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION. U CONTRACTOR SHALL BE RESPONSIBLE FOR ANY REPAIRS TO Uj a EXISTING UTILITIES DUE TO DAMAGE INCURRED DURING 0 CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE ENGINEER OF C: ANY DISCREPANCIES ON THE PLANS. N N � N " cn 3 E N N • Know what's below. o � T Call before you dig. m SHEET NUMBER O 0 o40F50 .-c:: Ordinance 827 U C m N U 6 W oPROP.25' GRASSCRETE PROP. FH ac o p KEY MAP POSED Q m &DECOMo R �� w6 w GRANITE FIRE LANE �� I X (SEE LANDSCAPE PLANS 'R104.0'-- 12 n o FOR DETAILS). o W `Lo R W W J � N � w I � W � ORTH � MATCHLINE, SEESHEET3OF5 �ilWwW Y l PROP.6" i I WATER y o, N �' ( 6 OF 6 GRAPHIC SCALE IN FEET s WATERS I 0 20 40 80 to Z PROP.20'WATER I =_ O EASEMENT w —X613- / W 1 1 rY 615 �t M PROP.FH i f i 24.0' w W w w w w w w w E iN w W w /w w W w w w W w w W W W W w w w w W 25SIDE YARD 614. . PROP.24' CONCRETE �, i w w SETBACK PROP. 12' FIRE LANE r s SIDEWALK _ _ - PROP.8' 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 - PROP. 18" AREA STORM DRAIN PROP.24" PROP. SIDEWALK y y w STORM y 0 HEADWALL l � 20'PUBLIC UTILITY EASEMENT LEGEND AREA "� VOL�4247, PG.2908 \ PROPERTY LINE — — — o6 y DRAIN �, D.R.D.C.T. o �4 PROP. 12" / Z co STORM Q — —� —� — —� —� _ �� — PROP. BUILDING SEE ARCHITECT PLANS FOR DETAILS tit w W W W W W W W W W W VI / HW 2421 LAND, LP SEE LANDSCAPE PLANS FOR DETAILS W w W W W W AREA - - w w w w w w w w w w / 10T. NO. LO Y DRAIN w6 AREA PROP.24" / �/ 2 09-55583 L U 14 DRAIN—� � � � �STORM � i� � � � � � . . . . . . . . � �� CENTERLINE OF PAVEMENT — — '� o z N �.R.D.C.T. x N EX. 100-YR.FEMA FLOOD PLAIN X612 �/ co w o PROP.SIDEWALK(TYP.) � W W � � / W � � =FL= � � rn � PROP. 12"� Q ch ii (SEE LANDSCAPE PLANS ° FOR DETAILS �� / PROPOSED CONCRETE FIRE LANE x v a STORM ) / / Q x O 614 _ ±132.0' / / lH � rn CO 00, �O / = A=17°32'30" o X O CO u — PROPOSED GRASSCRETE FIRE LANE o LL Q v Z R=2560.00' -61 � L=783.77' � 611 i o M Q DFW-A w w 1- 1 1 1 1 1 1 1 CB=S8°39'06"W� L ch 0 z ° AREA AREA — C=780.71' rr _ / PARKING COUNT 15 / � r- w 0 \ \ � w rD J = " (OFFICE BUILDING) w W � W W W �' �R2� co "" �" �" � — — DRAIN DRAIN w w 0.0'. w w ILLDFW_ (AMENITY CENTER) '—� � 2 w - N •v •v w w w w w w .v w s v v .v - � � (OFFICE TRACT 1 + �� � � �/�� � � � � � � �� � � � � �PROP.48° � � � 61�\ � � � � � � � � -� � � � � � PROPOSED CONTOUR 617 � � z � Y Nt Lu0 � � ) M STORM w PROP.GRASSCRETE FIRE LANE - W BUILDING CS KINROSS LAKE PARKWAY LLC PROP.WATER FEATURE w w W W W W '� w W W W W W W W �J J FOR DETAILS W W W W 6 NG PLAN AND - (SEE LANDSCAPE PLAN) N / v v W W w ( PAVING ) I W / // EXISTING CONTOUR g17- C:) NO SEE P uJ (AMENITY INST. NO. 2016-64107 ' o LANDSCAPE PLAN FOR DETAILS U r ° CENTER) O.R.D�.T. �� 09 APPROXIMATE. ■ EX. LAKE EDGE/ DRAINAGE ARROW VJ W W W W W W W W W W W W W W W W W W W W W �' � W W W ✓ W � ✓ W ✓ J � � W W W/ � � � W W W� W W W W W W W W W W N w W / W ✓ W ✓ W W W W W W\.� amu._W W W W �' W ' / / LU / PROP. BUILDING /J,l, _ CO COLUMN(TYP.) , - I , EXISTING TREE FX4'0- �d �8 PROP. 100-YR. FEMA FLOOD PLAIN U) ±325.0' z 6 + 6�0 I / PELOTON MODIFICATIONS p w _ G3 � RL O M O Com]L�H ly FOR REVIEW ONLY NOT FOR �w 6 CONSTRUCTION PERMIT PROP. 18" . 3 .2' RUCTION OR � � NOTES PURPOSES. STORM .� .� .� � � .� .� .� .� � � � .� .� .� VIA- w .� .�� � � � .� .� � .� i� .� .� .�—�— s � aA �1 _ _ 1. ALL DIMENSIONS ARE TO EDGE OF PAVEMENT OR FACE OF CURB UNLESS OTHERWISE STATED. KImIeV'>>Horn W W0 W PROP. 18" I Engineer BRADLEY J. MOSS ss s s� ss , s \ ✓� '��„ p6 2. ALL RADII ARE 3.0' UNLESS OTHERWISE STATED. 0 .� .� .� .� .� .� .� .� � � .� STORM�_ � — ��6�2 .� '� .� .� .� .� .� .� � � � P.E.No. 96631 / 200'TEMP01- 16) AR G , 0 =� �� 6 CONSTRUCTION EASEME 3. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR Date 04/28/17 VOL.4247, PG.2899 PUBLIC WORKS CONSTRUCTION FOR NORTH CENTRAL TEXAS, LATEST EDITION, AND THE TOWN o — X614 —+_ = — PROP.8' SIDEWALK- PROP. 10' D.R.D.C.T. OF WESTLAKE STANDARD CONSTRUCTION DETAILS. Z U W SIDEWALK _ 613 SIDEWALK W' SIDEWALK / pAPPROXIMATE PELOTON pip w w W A W w w w W 6� PROP. LAKE EDGE 4. DURING THE CONSTRUCTION OF THESE IMPROVEMENTS, ANY INTERPRETATION OF THE U O o W W W 612 ' W o W 6 STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION FOR NORTH CENTRAL TEXAS, CD W U PROP } .GRASSCRETE FIRE LANE /� 3 0- ?' W W W W w w W (SEE PAVING PLAN AND AND ANY MATTER WHICH REQUIRES THE APPROVAL OF THE OWNER, MUST BE APPROVED BY w ° W W W W W w Wi LANDSCAPE PLAN FOR DETAILS) W w 611 W W W / 6p2 LAKE EDGE GRADING I THE DIRECTOR OF ENGINEERING OR HIS DESIGNEE BEFORE ANY CONSTRUCTION INVOLVING M ❑ m ❑ o i (BY OTHERS) Q co o w w �— m W y W Z Z — --� THAT DECISION COMMENCES. ASSUMPTIONS ABOUT WHAT THESE DECISIONS MIGHT BE WHICH = � w > Y w —� w —� 6 / ARE MADE DURING THE BIDDING PHASE WILL HAVE NO BEARING ON THE DECISION. 1 v w i w w w m m w w !/) ❑ ❑ V .� .� PROP. / 606 0. 8 609_ 610 0 HEADWALL / — — — I 5. STREETS, ALLEYS, SIDEWALKS, DRIVEWAYS, AND STORM FACILITIES IN THE PUBLIC �6 60 -- -- / � — 605 7. _ / RIGHT-OF-WAY SHALL BE CONSTRUCTED IN CONFORMANCE WITH THE TOWN OF WESTLAKE, Q o — —�— — — — 604 "� i / STANDARD CONSTRUCTION DETAILS LATEST EDITION. W ° / 603 / — H 602 — — // S89°27'07 W 127.87' .� S89°27'07"W-78.72' _ _ / 6. REFER TO LANDSCAPE PLANS FOR SIDEWALK LOCATION, WIDTH, AND CONCRETE FINISH. 601 — i U — — __ — PROP. PIER(SEE �_ — —— — — —— — — ——— — — �/ LANDSCAPE PLANS W 7. SEE LANDSCAPE PLANS FOR DETECTABLE WARNING AND ONSITE BARRIER FREE RAMP DETAILS o / 25.20'53"E FOR DETAILS) U � — J 25.20' UNLESS OTHERWISE NOTED. SEE TOWN OF WESTLAKE STANDARD DETAILS FOR BARRIER FREE N o 27'07""W 194.11' — — R=__-<=29132 ' RAMPS WITHIN TOWN RIGHT-OF-WAY. z M / L=293.43' N 0 a / 4=79°36'02" _ CB=S89°27'07"W c� 15HIKE&BIKE TRAIL EASEMENT C=270.40' 0 R=211.21' o VOL.4247, PG.2883 L=293.43' D.R.D.C.T. W CB=S89°27'07"W 1..1..1 C=270.40' O 40'TEMPORARY LL CONSTRUCTION EASEMENT Q VOL.4247, PG.2883 W HW 2421 LAND, LP D.R.D.C.T. TURNER LAKE r , � 0INS_ v Q 2009-55583 BENCHMARKS ui W C O.R.D.C.T. I BM#1 Town of Westlake GPS monument No. 7. Elev. =626.27 O o •- W BM#2 ❑X cut set (12/16/2016) on the southeast Y corner of a concrete curb inlet located on the south side J of the east bound service road of State Highway No. CO o I 114approximately 450 feet west of Trophy Lake Drive. W 00 Elev. _612.39 L E BM#3 "❑X "cut set on top of a concrete curb at the midpoint of a curb return located at the southeast corner C of the intersection of the east bound service road of State Highway No. 114 and Trophy Lake Drive. OCT Elev. =617.02 N � Q Q L o CAUTION!! J .� EXISTING UNDERGROUND UTILITIES IN THE AREA. CONTRACTOR 0 IS RESPONSIBLE FOR DETERMINING THE HORIZONTAL AND 0 J VERTICAL LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY REPAIRS TO C) a EXISTING UTILITIES DUE TO DAMAGE INCURRED DURING 0 CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE ENGINEER OF C: ANY DISCREPANCIES ON THE PLANS. N N -C N " Cn 3 E N N • Know what's below. o � T Call before you dig. m SHEET NUMBER U o � 50F5 Ordinance 827 CITY OF WESTLAKE LANDSCAPE REQUIREMENTS ca 0 \ DEVELOPMENT ADDRESSES: TBD co PERMIT PROJECT NUMBER: TBD co Q Q p __ E OHE O o. ® DEVELOPMENT TREE SCHEDULE I (WITHIN STREETSCAPE/PROPERTY LINES/WESTERN DEVELOPMENT LIMITS) Y 0 � ` QUANTITY SYMBOL COMMON NAME SIZE HEIGHT SPREAD O TOTAL BOTANICAL NAME MIN. MIN. MIN. CALIPER cn 321 LARGE TREE 3"CAL 10, 81 o / 963 SPECIES PER CITY STANDARDS U) I / w 321 TOTAL 963 / DEVELOPMENT TREE COMPLIANCE DEVELOPMENT PERMEABLE GREENSPACE (34 ac Total - Buildings/ 22 ac o Q Hardscape) z TOTAL TREES REQUIRED (22 ac x 30 Trees/ac) 660 FIRE ACCESS LANE, RE: CIVIL DRAWINGS TOTAL TREES TO BE PROVIDED NEW 321 8' WIDE PEDESTRIAN WALKWAY I 321 NEW TREES PROVIDED + 10 EXISTING TREES PRESERVED = 331 TOTAL TREES 6' WIDE PEDESTRIAN WALKWAY I 04 m U / ' )1 Oj O � � Ncn PROPERTY LINE, RE: CIVIL DRAWINGS / Q�e'�\ NOTES: mrmU<) N Q a / < 14 �U PROPERTY SCOPE BOUNDARY, USED FOR DRAWING 01 L1 .02 INDICATES TREES INTENDED TO FULFIL THE CITY OF WESTLAKE ❑ o DEVELOPMENT TREE CALCULATIONS LANDSCAPE REQUIREMENTS ONLY. TREE REQUIREMENTS ARE BASED ON THE ^ o o Q WESTLAKE MUNI-CODE PD REQUIREMENTS UNDER SECTION 98-108. RE w o z z PUBLIC ROAD PUBLIC ROAD CONSTRUCTION DRAWINGS WITH PLANTING PLANS FOR FINAL TREE PLANTING AND o Z ° PLANTING QUANTITIES AND LOCATIONS FOR INSTALLATION. PLANTING INDICATED ON w o w o L102 IS INTENDED TO BE THE MINIMUM REQUIRED. >_ C J ' � 2w o ❑ Y J O— — — — — O O O � � PROPERTY LINE, RE: CIVIL DRAWINGS w o � Y i PARKING LOT TREES REQUIRED o O O m _ ENTRY SIGN WALL, 10' H x 16' L x 4' W CD C4 LAWN AREA O O 0 0 O O O O O LOW ENTRY WALL, 4.5' H x 801 x 4' W NOTE: NO COMMERCIAL SURFACE PARKING LOTS IN SCOPE OF WORK, N/A a* O 0 0 ° O ENTRY PILASTERS (3 TOTAL) 10' H x 10' L x 6' W REQUIREMENT E * O 0 * O • * I WN A I SCREENING REQUIRED ° * O 8' PEDESTRIAN WALKWAY O VEHICULAR ENTRY GATES (4 TOTAL), 6' H x 13' L OUTDOOR SEATING AREA LOW ENTRY WALL, 45H x 60' L x 4' W NOTE: NO EXTERIOR TRASH FACILITIES IN SCOPE OF WORK, N/A REQUIREMENT z U * ° 8' TO 10' PEDESTRIAN WALKWAY0 ° VEHICULAR ENTRY DRIVE NOTE: NO DECORATIVE SCREENING PROVIDED IN SCOPE OF WORK, N/A REQUIREMENT CD o= s z LAWN AREA * 9 6' PEDESTRIAN WALKWAY O NATURALISTIC FEATURE SWALE NOTE: NO FENCING PROVIDED IN SCOPE OF WORK, N/A REQUIREMENT oLU N N 0 OUTDOOR ACTIVITY AREA 0 O _D O LUIN Q NATURALISTIC FEATURE SWALE __ * O * O ° ° *RE: CIVIL SUBMITTAL DRAWINGS FOR ALL VISIBILITY TRIANGLES '-'-' Z cn 8' TO 14' PEDESTRIAN WALKWAY 1 EE * 6' PEDESTRIAN WALKWAY *RE: SEPARATE SITE LIGHTING PLAN SUBMITTAL SHEET FOR LIGHT FIXTURES AND z o = d * * o - ° BUILDING ENTRY/ DROP OFF AREA U_ LLI ° * O VEHICULAR ENTRY DRIVE PHOTOMETRICS z o * O o ° O OUTDOOR SEATING AREA * O OFFICE O ° ° ° z PARKING GARAGE 8' PEDESTRIAN WALKWAY * BUILDING O 0 O O PROPERTY LINE, RE: CIVIL DRAWINGS w N 0 m = m w W* * 0 * ° I PROPERTY SCOPE BOUNDARY, USED FOR 0 o U) m } Q ® ° * °0DEVELOPMENT TREE CALCULATIONS a o ti Q ❑ } °° ° ° OUTDOOR SEATING AREA LAWN 0 10' PEDESTRIAN 0 I = w Z Z ❑ W � O Q w o AREA O WALKWAY Y OUTDOOR ACTIVITY AREA o w cn ❑ Q U 00 G 0 101PEDESTRI O z U 0 * * OUTDOOR SEATING AREA 0 * L U � WALKWAY * r U _0v / *O I OUTDOOR SEATING AREA 0 FIRE LANE ° ° BUILDING ENTRY AREA 0 * �, . l 0 O 10' PEDESTRIAN WALKWAY Q LAWN AREA 0 * * N ° * 8' PEDESTRIAN WALKWAY z a I ° Q � N 0-1 ° (D * ° FIRELANE/ 10' PEDESTRIAN WALKWAY — O JL * * L° 0 ;�� / BUILDING ENTRY/ DROP OFFAREA I J MM 0 OUTDOOR GATHERING AREA W 0L z FIRE LANE U -0LAWN AREA * BUILDING ENTRY AREA 0 * 0 * �o w O ° O ° O o � o OUTDOOR GATHERING AREA r � cn ° 8 U PEDESTRIAN WALKWAY Q * * OUTDOOR SEATING AREA w w o O 10 PEDESTRIAN WALKWAY * O FIRE ACCESS LANE, RE: CIVIL DRAWINGS 00 00O U O (JJ O Ln o 8' PEDESTRIAN WALKWAY O 8' PEDESTRIAN WALKWAY 0 Ln * OUTDOOR SEATING AREA O * OFFICE BUILDING O O O OFFICE BUILDING ° OUTDOOR SEATING AREA N ° O O � @� O REFER TO CIVIL ENGINEER'S W O * ■—o a o v On nR,E,� � O L WN ARE EXISTING CONDITION SITE SURVEY 0 0 0 0 0 FOR ADDITIONAL INFORMATION. U O LAWN AREA O I C/) O SUBMITTERS CONTACT INFORMATION Z Z T -- WN AREA O -� I � � SAM HERITAGE Q Q THE OFFICE OF JAMES BURNETT 8' PEDESTRIAN WALKWAY ° O — PROPERTY LINE, RE: CIVIL DRAWINGS EMAIL: SHERITAGE@OJB.COM J 10' PEROSRIAN WALKWAY -� PHONE: 832.571.2256 J 0 �� 8' PEDESTRIAN WALKWAY Q 0 _F o FIRE ACCESS LANE, RE: CIVIL DRAWINGS _ _ _ _ NATURALISTIC FEATURE SWALE W � 10' PEDESTRIAN WALKWAY AT LAKE EDGE WITH OVERLOOK PIER AT LAKE STRUCTURAL SUPPORT WALL OUTDOOR SEATING AREA Q z 3 00ooe / OUTDOOR SEATING AREA OUTDOOR SEATING AREA THE PARTY RESPONSIBLE FOR THE MAINTENANCE OF THE LANDSCAPE: NATURALISTIC FEATURE SWALE ° _ 10 PEDESTRIAN WALKWAY AT LAKE I CHARLES SCHWAB CONTACT: KATIE BLAIR j ­7 ' TURNER LAKE PROPERTY SCOPE BOUNDARY, USED FOR EDGE WITH STRUCTURAL SUPPORT WALL 2309 GRACY FARMS TELEPHONE: 512.682.4538 ° DEVELOPMENT TREE CALCULATIONS AUSTIN, TEXAS 78758 M � SHEET NUMBER 0 25' 50' 75' OVERALL LANDSCAPE PLAN O WESTLAKE LANDSCAPE ANALYSIS FORMS O O GRAPHIC SCALE: 1"=80' NO GRAPHIC SCALE,NOT TO SCALE Ll 0 2 O SCALE 1"-80'-0" SCALE:NOT TO SCALE d ~ TREE REMOVAL MITIGATION / COMPLIANCE } TOTAL TREES CALIPER INCHES MITIGATION REQUIRED 324 in ui \ \ \ � \\\\ _ TOTAL TREE CALIPER INCH TO BE MITIGATED WITH EXISTING TREES 268 in / 10 0 `� \ \^ E 1 HE o = (WITHIN SITE DEVELOPMENT) trees TOTAL TREE EQUIVALENCY TO BE PROVIDED NEW (3 in caliper per tree) 20 O 20 NEW TREES + 10 EXISTING TREES 30 I 30 EQUIVALENCY TREES PROVIDED FOR MITIGATION W/IN SITE - 324 CALIPER ° \ \ INCHES REQUIRED MITIGATION z 0 �\ / \ TREE PROTECTION NOTES U) \ \ 1 Lu 1. CONFIRM ALL TREES TO BE REMOVED WITH LANDSCAPE ARCHITECT, ARCHITECT, AND OWNER'S \ \ REPRESENTATIVE PRIOR TO REMOVAL. DO NOT REMOVE TREES WITHOUT APPROVAL. VERIFY EXTENT \ J OF DEMOLITION WITH CIVIL ENGINEER. NOTIFY (9) NINE TREES TO BE REMOVED, MITIGATION REQUIRED FOR ONE TREE, LANDSCAPE ARCHITECT OF ANY CONFLICTS BETWEEN ZANOTHOXYLUM CLAVA-HERCULIS ° \ Y PROTECTED TREES AND EXTENT OF DEMOLITION. *TREE REMOVAL IS NECESSARY DUE TO /NSTALLAT/ONOFNEWPUBLIC 2. ALL TREES AND BRUSH OUTSIDE OF BUILDING, CANOPY z ROAD FOR SITE TRAFFIC CIRCULATION AND PATHWAY FOOTPRINTS ARE TO BE PRESERVED ° \ UNLESS OTHERWISE NOTED \ 3. REFERENCE TREE PROTECTION SPECIFICATIONS FOR ADDITIONAL INFORMATION 4. ANY AND ALL TREES OUTSIDE OF THE LIMIT OF WORK L� ARE TO BE PROTECTED IN PLACE. ���► x N U I ` o z \ �G� 5. SELECT TREES WITH DRIPLINES ADJACENT TO 00 0 w BUILDINGS OR OTHER IMPROVEMENTS WILL BE g N U-Q -- - — — _/ EVALUATED BY AN ARBORIST FOR PRUNING, ROOT J N o PROPERTY LINE, RE: CIVIL DRAWINGS \ \ — — — — — _ PRUNING, AERATION AND FERTILIZATION OR ANY oo x o Q ADDITIONAL CARE NEEDED TO FACILITATE SURVIVAL. z Z L-j CD PUBLIC ROAD �\� — o z i QE PROTECT TREES - w I- w ° — \ TREES TO BE FENCED INDIVIDUALLY OR WITHIN w GROUPS. w 3: r-- Celtis laevi ata, HACKBERRY REMOVE TREES o 0 �� - rt g - — CD N \ / #84323, RE CIVIL Celtis laevigata, HACKBERRY / ■ N o 9" DBH 4320, RE CIVIL \ / #8 i l i Celtis laevigata, HACKBERRY 17" DBH � Celtis laevigata, HACKBERRY �, E #84324, RE CIVIL \ #84325, RE CIVIL DEMOLITION NOTES 0 14 D -� \ \Q 19" DBH 1. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL Celtis laevigata, HACKBERRY "g EXISTING CONDITIONS PRIOR TO BID/WORK. #$4326, RE CIVIL 1 / 2. CONTRACTOR IS RESPONSIBLE FOR COORDINATING, J O eltis laevigata, HACKBERRY 33" DBH Z nti O #84327, RE CIVIL / RELOCATING, OR REMOVING ANY ITEMS NOT NOTED ON CD 1. Zanothoxylum clava-hercules, HERCULES CLUB I DRAWINGS TO ACHIEVE DESIGN INTENT OF DRAWINGS. \ 33" DBH �' #84329, RE CIVIL PROPERTY LINE, RE: CIVIL DRAWINGS z a m o WESTERN SCOPE Celtis laevigata, HACKBERRY p 10 DBH I ® 3. CONTRACTOR SHALL REMOVE ALL MATERIAL TO BE L-u 6 z o Q ° #84328, RE CIVIL DEMOLISHED OFF SITE. W - ° DARY LINE, RE: PARKS NG GARAGE --- 16" DBH ch PROPERTY SCOPE BOUNDARY, RE: CIVIL DRAWINGS w W a W Q 4. CONTRACTOR IS RESPONSIBLE FOR PROTECTING ALL oC - BOUNDARY cn Sitleroxylo lanuginosum, GUM BUMELIA \ ° \ EXISTING UTILITIES. 0 L \ #84330, RE CIVIL \ 9 I / 5. CONTRACTOR IS RESPONSIBLE FOR PROTECTING ALL v_ z ° $ DBH EXISTING TREES AS NOTED. ° 6. REFER TO HARDSCAPE PLANS FOR SPECIFIC DIMENSIONS Quercus stellata, POST OAK J U #84336, RE CIVIL p ❑ �� \ ° FOR PROPOSED WORK AND DEMO COORDINATION. w 00 T- m m 35" DBH OFFICE \ \ Quercus stellata, POST OAK °i - Q o Q m m O 0 BUILDING 0 v � , ' ���� ADDITIONAL NOTES z � w z z Y T m #84337, RE CIVILJi w _ 34" DBH \ I III Y ¢ �n qQ w � U 0 0 \ III 1. CONSOLIDATE TREE FENCING AREAS AS NEEDED TO 0 o 9 1- *TREE REMOVAL IS 1I1 MINIMIZE QUANTITY OF FENCING. U \ _ NECESSARY DUE TO I �.I / � 2. TREE PRESERVATION PLANS REFLECT CURRENT DESIGN UINSTALLATION OF NEW ° (n 0a PARKING GARAGE. DEVELOPMENT AND SURVEY INFORMATION. PRIOR TO ANY AND ALL TREE DEMO, CLEARING AND GRUBBING OR �. TREE IS NOTED BY �,=' 111 \I�( I \ � � � DEMOLITION OF ANY VEGETATION, CONTRACTOR TO O 0\ SURVEYARBOIST TO Quercus stellata, POST OAK Quercus stellata, POST OAK 1 \ I / HOLD MEETING WITH OWNERS REP, ARCHITECT, Q 0 BE IN DECLINE ANDA #84335, RE CIVIL #84334, RE CIVIL ` / \ / O 35" DBH \ 1 LANDSCAPE ARCHITECT AND PROJECT ARBORIST TO I \ HAZARD TR DBH \/ \ ( ESTABLISH EXPECTATIONS AND REVIEW THE MOST UP TO ' V a TREE I PROTECTION DATE TREE PRESERVATION PLANS. \ FENCING 3. ALL AREAS ADJOINING AND AROUND AREAS TO BE J Ov u CI \ � / CLEARED ARE TO BE PROTECTED AND PRESERVED TO � \ Q M j TREE MAINTAIN THE EXISTING LANDSCAPE CONDITION. PRIOR W 0-1 I I I I I � / PROTECTION � u o ° FENCING (2) TWO TREES TO BE REMOVED, WITH NO MITIGATION REQUIRED TO ANY WORK, MARK LIMITS ON SITE FOR OWNER AND o \ T Quercus stellata, POST OAK CELTIS OCCIDENTALIS LAEVIGATA DESIGN TEAM TO APPROVE. Q \ #84333, RE CIVIL I (3) THREE TREES TO BE REMOVED, WITH MITIGATION REQUIRED, 4. REFERENCE SPECIFICATION FOR ADDITIONAL PRUNING a Quercus stellata, POST OAK - -- / Lu 37° DBH REQUIREMENTS. ALL TREES WITHIN 15 FEET OF ANY W 0 Q) \ 4338, RE CIVIL -------- 29" — — — — — A QUERCUS STELLATA \ \ HARDSCAPE PAVEMENT, PEDESTRIAN PATH, OR 29" DBH *TREE REMOVAL IS NECESSARY DUE TO /NSTALLATION OFNEW BUILDING SHALL BE PRUNED, CLEANED, AND HAVE ALL O y TREE i, BUILDINGS DEAD WOOD REMOVED. PROTECTION 0 0 i o ECo FENCING Celtis laevigata, HACKBERRY Ln o A % #84332, RE CIVIL I..L Ln �I - - �i 10" DBH E OFFICE BUILDING ,� OFFICE BUILDING Celtis laevigata, HACKBERRY Quercus stellata, POST OAK 01 L #84331, RE CIVIL \ �I o ---- #84343, RE CIVIL 10'_DBH ' N 30" DBH W \ Quercus stellata, POST OAK Lu Quercus stellata, POST OAK 01 0 113— 0 0 O 0 0 0 0% o o o o o 0 30" DBH © 0 0 \ #84342, RE CIVIL � \ #84349, RE CIVILV - TREE i — - Q –1 g}4 _ \ �1 — — — REFER TO CIVIL ENGINEER'S Q �� PROTECTION \ y _Queues s ellata,POST OAK -- -- EXISTING CONDITION SITE SURVEY FENCING \— — X84348, RE CIVIL CD 29" DBH I FOR ADDITIONAL INFORMATION. o V� Quercus stellata, POST OAK y -- --'� �� _ �� ' TURNER LAKE _ O � --_ — #84346, RE CIVIL - 26" DBH � � A U SUBMITTERS CONTACT INFORMATION — Q TREE \ SAM HERITAGE W PROTECTION _ — THE OFFICE OF JAMES BURNETT /FENCING Q �- �- ® EMAIL: SHERITAGE@OJB.COM \ _ / Quercu tellata PQ,�T PHONE: 832.571.2256 Q O #84347, RE CIVIL �V �/ % \� 31" DBHcnLu— = _ Celtis Iaevigata�-HACKBERRY TREE #3809, RE CIVIL - PROTECTION 6" pBH j i PROPERTY LINE, RE: CIVIL DRAWINGS THE PARTY RESPONSIBLE FOR THE MAINTENANCE OF THE LANDSCAPE: O FENCING \ TURNER LAKE PROPERTY SCOPE BOUNDARY, RE: CIVIL DRPWINGS 0 Quercus stellata, POST OAK \ / Q�erm�stel aha, POST OAK CHARLES SCHWAB CONTACT: KATIE BLAIR 2309 GRACY FARMS TELEPHONE: 512.682.4538 E \ CIVIL � — — -- � � / - — — #84345, RE CIVIL I #84344, RE Cn C: 24' DBH 26" DBH E — - AUSTIN, TEXAS 78758 M u SHEET NUMBER \ 0 25 50' �5' OVERALL EXISTING TREE PLAN OWESTLAKE LANDSCAPE ANALYSIS FORMS 0 0 + � GRAPHIC SCALE: 1"=80' NO GRAPHIC SCALE,NOT TO SCALE L 101 O SCALE:1"=80'-0" SCALE:NOT TO SCALE d ~ INVOICE Star-Telegram Customer ID: TOW27 808 Throckmorton St. Invoice Number: 339643981 FORT WORTH,TX 76102 (817)390-7761 Invoice Date: 5/26/2017 Federal Tax ID 26-2674582 Terms: Net due in 21 days Due Date: 5/28/2017 Bill To: PO Number: TOWN OF WESTLAKE 1301 SOLANA BLVD Order Number: 33964398 BLDG 4 STE 4202 Sales Rep: 073 WESTLAKE, TX 76262-7940 Description: TOWN OF WESTLA Publication Dates: 5/25/2017-5/26/2017 Descriptionq L%nage MU Rate Amount 1,111111 01v Vol; TK TOWN OF WESTLAKE ORDINANCE NO � 35 35 LINE $6.13 $429.20 ANr THE TOWN . CO It 'tlE,`TF1 ,TOWN 0F,1 APORt�VIQ $10.00 Misc Fee ONII DISTRICT PD) 1PLAlR FOR"AN APPRO?(iMATELY 3 - ACRE PORTION OF PLANNED OE- NIENG AREA 558{P-D -51). T PROPERTY Is GENERALLY LO- Net Amount: $439.20 0OHJ'TNWAY 17,NORTOF7OTIG ROAD AND WEST OF UVESTLAKE PARK#tAY. PROVIDING'A PEN- A� 114VIDING A CUMULATIVE I STYE` #s PRO Itch A GS` t.AU AU", OR Il�G PU$E1 AOA�tS EPAtlSiF= i1VC EFfECII'lUErAPE. "#Erni S=Any"P ulolat# any of the" rovtsiorts'of this of nco'snail County of Tarrant offense p y , Tort F:, shall be tined"In a sum not to exceed Two Thousand Dollars ($2;4100:00) for each separate of- Before me,a NotaryPub(k in andforsaidCou Tense.A separate offense shall be appeared LeticiaArriaga,Bids&Lega(Coordinator deemed committed upon each day, ar"Part"of"a day, during"which a for the Star-Telegram,publishedby the Star-Te violation occurs or continues, rrant County,Texas:and who after being du& sworn, PASSED AND APPROVED ON THIS did de ose andsay that the attached cli i o �C"t"s u —zo x, above named a er on the('sited dates: p y pp'g f r......�, p p BIDS&LEGAf S DEET Star-Telegram.(t suBSC_q�IBED AND sWURNTO BEFORE mE THIS DAYOF Maty. 30,2017 L5 *It.P4 CH€3 ST�H©LLAr dD ?��• ,•p STAT OF f m T(ODWP7IBLIC Thank You For Your Payment Remit To: Star-Telegram Customer ID: TOW27 P.O. BOX 901051 Customer Name: TOWN OF WESTLAKE FORT WORTH, TX 76101-2051 Invoice Number: 339643981 Invoice Amount: $439.20 PO Number: Amount Enclosed: $