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HomeMy WebLinkAboutOrd 906 Approving a SUP for Condominiums TOWN OF WESTLAKE ORDINANCE NO. 906 AN ORDINANCE OF THE TOWN OF W�STLAKE, TEXAS APPROVING A SPECIFIC USE PERMIT (SUP) TO ALLOW FOR A MAXIMUM OF 10 CONDOMINIUM UNITS LOCATED ON AN APPROXIMATELY 0.376-ACRE PORTION OF BLOCK N AND BEING A PORTION OF PLANNED DEVELOPMENT DISTRICT 1, PLANNING AREA 2 (PD1-2), ESTABLISHED BY ORDINANCE 703 FOR THE PROPERTY GENERALLY LOCATED ON THE SOUTH SIDE OF HWY 114, EAST OF DAVIS, AND NORTH OF SOLANA BOULEVARD, COMMONLY KNOWN AS WESTLAKE ENTRADA. 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, On April 22, 2013 the Town Council approved Ordinance 703 establishing the Zoning for Planned Development l, Planning Area 2 (PD1-2), also known as Entrada; and WHEREAS, On October 28, 2013 the Town Council approved Ordinance 720 establishing the Development Plan for Entrada; and WHEREAS, following provision of proper legal notice, including written notice to owners within 200 feet of the subj ect property,published notice and posted notice in accordance with the Texas Open Meetings Act of public hearing, a public hearing was held on January 27, 2020, by the Town Council; and WHEREAS, upon the recommendation of the Planning and Zoning Commission on January 13, 2020, 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 SUP, for the properly depicted in ��Exhibit A", should be approved and adopted. 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. Ordinance 906 Page 1 of4 SECTION 2: That the Town Council of the Town of Westlake, Texas does hereby approve a Specific Use Permit (SUP) for Condominiums for the property depicted in the attached "Exhibit A" and located in PD 1-2 which is an approximately 85-acre tract located south of Hwy 114, east of Davis Boulevard, and north of Solana Boulevard. The SUP is approved subject to the following conditions: (a) The maximum number of residential condominium units authorized by the SUP shall not exceed ten units; (b) The condominium units authorized by this ordinance shall be constructed in accordance with the plans, specifications and provisions shown in the attached "Exhibit B"; (c) An interior design package must be provided to the Town before the issuance of building permits. The package should include a detailed list of the amenities noted above and a description of fixtures, furnishings and materials. (d) A building signage plan shall be submitted to the Town and approved by the Town Manager or their designee(s) before the issuance of the Certificate of Occupancy; (e) Prior to the issuance of the Certificate of Occupancy and final inspection for any Condominium, a copy of the official recorded condominium regime document for this condominium that is filed with Tarrant County Clerk shall be provided to the Town Manager or designee and shall be kept in the official Town records; (� This SUP shall automatically revoke and expire upon the occurrence of any of the following circumstances: (1) The building permits (not including grading/earthwork permits) allowing the construction of the condominiums are not issued within one year after the approval date of this ordinance; (2) The use authorized by the SUP is abandoned for more than six consecutive months after either the expiration of the building permit (not including grading/earthwork permits), or, after the issuance of the certificate of occupancy; (3) Any change in use of this building to a use other than that described and authorized by this ordinance; (4) Failure to provide the official recorded copy of the condominium regime as described and conditioned herein. 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 Ordinance 906 Page 2 of 4 EXHIBITS EXHIBIT A Subject Properly Exhibit EXHIBIT B Block N Site Plan Exhibit Ordinance 906 Page 4 of 4 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, firm or corporation violating any of the provisions or terms of this ordinance shall be subject to the same penalty as provided for in the Code of Ordinances of the Town of Westlake, and upon conviction shall be punishable by a fine not to exceed the sum of Two Thousand Dollars ($2,000.00) for each offense. Each day that a violation is permitted to exist shall constitute a separate offense. 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 27T�I DAY OF JANUARY 2020. �i:��- G���,��, ATTEST: Laur Wheat, Mayor � AG! ��- Ta a Morr , Assistant the Town Secretary Amanda DeGan, Town Manager APPROVED AS TO FORM: L. Stanton Lowry, Town Attorney ��OF WF��T` '`O••' .•.9� * : �:m � TE�X Ag f Ordinance 906 Page 3 of 4 � � � � � - - ' OWNER'S CERTIFICATION /� � � � �� ' I , � / / / / \ � � � Lot 1, Block N, WESTLAKE ENTRADA, an addition to the Town of Westlake according to the plat thereof recorded under LINE TABLE / / � / 1 1 ,632 SQ. FT. �-. Instrument No. D216027206, Real Property Records, Tarrant County, Texas. � - / / _1 ^ NUMBER BEARING DISTANCE / � � - / OWNER'S DEDICATION � LOT 1 R, BLOCK 0 I / Sti ,,4 L1 N 18'14'25" E 13.33' � , 1 / N � / // � / / NOW, THEREFORE, KNOW ALL PERSONS BY THESE PRESENTS: p L2 S 71°27'20" E 23.43' L3 S 00°00'QO" E 25.02' � �� � / \ / / / That BERNAL HOMES, INC. does hereby adopt this Plat, designating the herein above described property as AMENDED PLAT / � � � / OF LOT 1, BLOCK N, WESTLAKE ENTRADA, an addition to the Town of Westlake, Tarrant County, Texas. The easements PROJECT LOCATION L4 N 89'S8'S7" W 49.50' / � WESTLAKE ENTRADA / \ � / � thereon are hereby reserved for the purposes indicated, and in accordance with the easement documents filed with the Town of L5 N 31°32'00" W 18.01' � / (INST. N0. D218071847) � _ � � / Westlake and Tarrant County. The utility and fire lane easements shall be open to fire and police units, garbage and rubbish collection agencies and the public and private utilities for which the easement is reserved, and as specifically approved by the L6 N 18'14'25" E 15.53' � �/ (P R.T.C.T.)� \ � Town of Westlake for the use of a particular easement. The maintenance of paving or any other surface on the utility and fire m P�P B�VD �' \ J 50� \ � � lane easements is the sole responsibility of the property owner. No buildings, or other permanent improvements shall be � CURVE TABLE / � �v �WL ENTRADA BUILDING, LLC � / - constructed, reconstructed or placed upon, over or across the easements as shown. Said easements being hereby reserved for o � p: O � (INST. N0. D218137177) , -� _ � / use and accommodation of all public utilities for which the easement is reserved, and as specifically approved by the town of NUMBER DELTA RADIUS CHORD CHORD ARC � �Q�J (D.R.T.C.T.) / Westlake. Any public utility for which the easement is reserved, and as specifically approved by the Town of Westlake to use a BEARIrvG D�ST,4rvCE LENGTH � � � � / / particular easement shall have the right to remove and keep removed all or part of any buildings or other improvements which in VICINITY MAP C1 22°39'01" 30.00' N 82°43'S7" W 1 1.78' 11.86' � / � � � any way may endanger or interfere with the construction, maintenance, or efficiency of its system in the easement and that public � �/� � � ! , � utility shall at all times have full right of ingress and egress upon the easement for the purpose of constructing, reconstructing, (NOT TO SCALE) C2 71'27'20" 30.Oo' S 35'43'40" E 35.04' 37.41' / / i inspecting, patrolling, and maintaining and adding to or removing all or part of its system, subject to complying with all ordinances, / / � / 10'x10' WATER ESMT. i C3 90°01'03" 39.00' S 45°00'31" W 55.16' 61.27' �C O (INST. N0. D216027206) S � - - - rules, regulations and resolutions of the Town of Westlake, Texas, and in accordance with the easement documents filed with the / / �� \ /� (P.R.T.C.T.) / � � 42 001 SQ. FT Town of Westlake and Tarrant County. The Town of Westlake, Texas, and the public utility shall have the right of ingress and C4 12°46'57" 112.67' S 83°36'32" W 25.08' 25.14' � WATER ESMT. / ° egress to private property for the purpose of reading meters, maintenance and service required or ordinarily performed by that (INST. N0. D218071847) �j. / utility. No generic "U.E.S." (utility easements) will be allowed. No easement will be allowed by separate instrument without C5 18'45'17" 172.67' S 67'S0'38" W 56.27' 56.52' / �� � \\ (P.R.T.C.T.) � � o� / LOT � , BLOCK P written approval by the Town of Westlake. C6 5°03'53" 1466.56' N 21°01'28" E 129.60' 129.64' � / // / \ �/ � s' LIGHT AND DUCT BANK ESMT. � s��^`�' � WESTLAKE ENTRADA � \ / � (INST. N0. D216027206) � �N � / � � (P.R.T.C.T.) O o �o -� Notwithstanding anything to the contrary in this Plat, the owners, for themselves and their successors and assigns, reserve and O , � ,�� (INST. N0. D218140387) � N �• � retain the right to grant other rights and easements across, over or under the easement tract(s) to such other persons as the � � � � � � �c�� ��• �P.R.T.C.T.� owners deem proper, provided such other grants are subject to the easements to the Town of Westlake granted in the easement /� � � � documents, and the uses granted do not materially interfere with the use of said easements by the Town of Westlake for the o �0 2o ao � �� �� � Q- � ��. G'Q `�'�,'�� I MRW INVESTORS, LLC purposes set forth herein and the Town approves said additional easements or additional uses in writing. Any damages to � � �qR�qe • \QAi �� (INST. N0. D216147255) facilities located in said easements as a result of the use granted to such other person shall be promptly repaired by such other SCALE: 1" = 20' �F ir� s� LIGHTING, DUCT BANK, person, and the Town of Westlake shall have no responsibility for any damage to such other person's facilities in connection with O C� (�NSj\w��T\ I TRI-COUNTY, AND ATMOS ESMT. �D.R.T.C.T.� � � � � N�• p R��HT\ \ (INST. N0. D218140387) the use of said easement by the Town of Westlake. 2 J OF q Y (P.R.T.C.T.) � TRI-COUNTY ESMT. Q � � 2 (p'R•T C.�2�2pg� w \ \ \ (INST. N0. D218140387) In addition, notwithstanding anything to the contrary in this Plat, the owners, and their successors and assigns, may use the , ` � (P.R.T.C.T.) easement tract(s) identified in the easement documents, and shown within the boundaries of the platted property for paving, � � �/ 3� / � � � N: �oas�as.s� $ � � � � � - � - pedestrian walkway, parking, landscaping and aerial improvement purposes (the "improvements"), which do not materially o / / / E: 2372949.02 � 2�20 \ - .� _ _ interfere with or prevent the use by the Town of Westlake of said easements for the purposes set forth herein. Any damages to n J� � E � - - facilities located in the easements identified on the platted property as a result of such uses shall be promptly repaired by the � � � � ��8 8'� \ then-current owner of the platted property that caused such damage, and the Town of Westlake shall have no responsibility for 0 Q / � � any damages to the improvements in connection with the use of said easements by the Town of Westlake. m � � / � LEGEND � � / / �� That the undersigned does hereby dedicate to the Town of Westlake, in fee simple, to the public in perpetuity forever, the streets D.R.T.C.T. DEED RECORDS,TARRANT COUNTY,TEXAS � m / and alleys shown thereon. The streets and alleys are dedicated for public purposes. ESMT. EasEMENT �` � / � - _ INST. INSTRUMENT �� = Q p - This plat is approved subject to all platting ordinances, rules, regulations and resolutions of the Town of Westlake, TeXaS. NO. NUMBER � / / Q �V HATCHED AREA TO BE � � - � PG. PAGE ���Q ^ ABANDONED - � Witness my hand this the day of , 20 Q / � O Ory BY THIS PLAT N P.R.T.C.T. PLAT RECORDS,TARRANT COUNTY,TEXAS / �� _ �O � UGHT ESMT. � I SQ. FT. SQUARE FEET � � � �' 16,387 SQ. FT. 8.05� � �v a`� �-' (0.376 ACRES) (INST. N0. D216027206) E (P.R.T.C.T.) / � Cp � � By: BERNAL HOMES, LLC � AREAS TO BE ABANDONED BY THIS PLAT � � � �S= Q' LOT 1 , BLOCK N � a Texas limited partnership �� � 10' WATER ESMT. � � � �. WESTLAKE ENTRADA (INST. N0. D216027206) I _ � (INST. N0. D216027206) �P•R.T.C.T.) / M �� / � � By: Printed Title: / � V (P.R.T.C.T.) 15' DRAINAGE ESMT. J Q li �� / / (INST. N0. D216027206) � � U � � i N Printed Name: (P.R.T.C.T.) / / BERNAL HOMES, LLC TO BE ABANDONED BY THIS PLAT \ � _ � � � (INST. N0. D219295635) � Q � �a � �/ �. � (D.R.T.C.T.) I � � STATE OF TEXAS § / / � �,y� S �2•os, `V z COUNTY OF § �v`'�• / ��ry / � � \ ��aryf v / ,�,� ����.� � cr�� � � � �`� BEFORE ME, the undersigned a Notary Public, in and for The State of Texas, on this day personally ��^`b / y�Q N V' / /�ry � / J�. Q• ��� �^ � � / � � HATCHED AREA TO BE a eared known to me to be the erson and officer whose name is subscribed to the fore 011l =�Q ti� / J•=�Q• / � ^ � ABANDONED pp p g g eti•,�' �h. `- O � � • / � io' ELECTRIC ESMT. BY THIS PLAT 1 .292 ACRES instrument, and acknowledged to me that he executed the same for the purposes and considerations therein expressed and in �°i���• �=�n � N �� (INST. N0. D216027206) / vcry `O / ^ �-- / � Ory� h/ h'-� �M SANITARYRSEWER EISMT (P•R.T.C.T.) - \ 18 58• G� I tll2 CapaClty tIl2P@ICl Stat@CI. / G� �O t�� y4 �,s' (INST. NO. D216027206) �I - � N 84'57'48� E 143.02' U � � _ � � `� 8.�6� LOT 1 , BLOCK M GIVEN UNDER MY HAND AND SEAL OF OFFICE, this the da of 20 QJ� � _ � h �� /M -(P.R�T.C.T.) � � � � 21�� Y � � � � �. �,N� �h _ �_ - WESTLAKE ENTRADA � �� � � � `�m /� o / � � _/ �,� �� �32o C4 L4 (INST. N0. D216027206) M � / / (P.R.T.C.T.) Notary Public, State of Texas � � � � � � � / / � ��. �� 2_19� Z��2 G� , - CADG FORREST LANE 6, LLC SURVEYOR S CERTIFICATE � � S / I (INST. N0. D217129635) o � � I (D.R.T.C.T.) KNOW ALL MEN BY THESE PRESENTS: � / N: 7045595.54� 10'x10' WATER ESMT. � N / E: 2372907.09 � (INST. NO. D216027206) ' � / / (P.R.T.C.T.) \ � � That I, David F. McCullah, do hereby certify that I prepared this Plat and the field notes made a part thereof from an actual and / �o' ELECTRIC ESMT. � accurate survey of the land and that the corner monuments shown thereon were properly placed under my personal supervision, � / / (INST. N0. D216027206) � / / (P.R.T.C.T.) � in accordance with the Subdivision regulations of the Town of Westlake, Texas. Y� > I 15' DRAINAGE ESMT. \ \ 1 / � / \ / I (INST. NO. D216027206) Dated this the 16th day of January, 2020. m / / / � �/ I �P.R.T.C.T.) / � � / / ��� I � / � �,�� 6� I 8,269 SQ. FT. � O / F��,So�ti° � � J _ \ � / E 0 F T o / � � � 5�0�o�o�G� / - - - I LOT 2, BLOCK N r��P��srE,p o;�-q Q� � / � / ��'�`�5���`� � I WESTLAKE ENTRADA �' � � David F. McCullah •*'••••••��, •• w � � / (INST. N0. D216027206) � g y �Cj v: z � � I Texas Re istered Professional Land Surve or No. 4023 ... ........�... J / / / / � 10' WATER ESMT. (P.R.T.C.T.> / r,� ��9��FESS���.•y0� . •'(' P• � (INST. NO. D216027206) I � v �•S U R�� � / / / / / � (D.R.T.C.T.) 1 M � CADG FORREST LANE 6, LLC / ' � / � , 1 .218 ACRES � (INST. N0. D217129635) STATE OF TEXAS § o � / � / � (D.R.T.C.T.) � § M COUNTY OF Q� / � � LOT 3 BLOCK N � � � � BEFORE ME, the undersigned, a Notary Public, in and for The State of Texas, on this day personally appeared David F. �i / � � � � WESTLAKE ENTRADA � � McCullah, known to me to be the person and officer whose name is subscribed to the foregoing instrument, and acknowledged to o � � � � (INST. N0. D216027206) � s' WALL MAINTENANCE ESMT. / me that he executed the same for the purposes and considerations therein expressed and in the capacity therein stated. � / � � � (INST. N0. D216027206) z � / / � (P.R.T.C.T.) (P.R.T.C.T.) � GIVEN UNDER MY HAND AND SEAL OF OFFICE, this the day of , 20 � � / � I � \ \ SAND PHARMACY WESTLAKE 10881 LLC � � AM E N D E D P LAT cn � I I (INST. N0. D217245875) � / / � � OF � � (D.R.T.C.T.) � � � ,o' WATER ESMT. \ , y W E S T LA K E E N T RA D A °' i I INST. N0. D216027206) Notar Public, State of Texas � / I I �D.R.T.C.T.) / X � GENERALNOTES LOT 1 , BLOCK N z � 0 1. Basis of bearing, horizontal and vertical position derived from the Texas WDS RTK Network-Texas State Plane Coordinate BEING 16,387 SQUARE FEET m System, NAD83, North Central Zone (4202). IN THE WILLIAM H. PEA SURVEY, ABSTRACT NO. 1246 `� TOWN OF WESTLAKE, TARRANT COUNTY, TEXAS 0 2. No floodplain exists on this site. JANUARY 2020 � � 3. Selling a portion of this property by metes and bounds is a violation of the Town Ordinance and State Law and is subject to N fines and withholding of utilities and building permits. BGE, Inc. o OWNER � 2595 Dallas Parkway, Suite 101, Frisco, TX 75034 ��`' 4. No generic"U.E.s" (utility easements)will be allowed. No easement will be allowed by separate instrument without written � = Tel: 972-464-4800 • www.bgeinc.com � approval by the Town of Westlake. BERNAL HOMES, INC. � TBPLS Licensed Surveying Firm No. 10193953 � 49 Arta Dr Copyright 2020 � 5. Unless otherwise noted, all boundary corners & lot corners are 5/8-inch iron rod set with yellow cap stamped "BGE". Westlake, TX 76262 a� �o Contact: Israel Bernal a 6. This plat does not alter or remove deed restrictions or covenants, if any, on this property. Phone: (469) 664-5834 Contact: David McCullah Z Telephone: (972)464-4839 • Email:dmccullah@bgeinc.com � 7. Th@ pUrpOS@ Of thlS Amellding Plat IS t0 dedlC8t2 8 IIeW 812Ct1'IC @8S8m811t 811d ab8lld011 811 Or pBf�S Of 88Sem81ltS 8S ShOWII. THIS PLAT FILED IN INSTRUMENT NO. Project No.3082-37�JAL/DFM �SHEET 1 OF 1 C7 NOTES CODE ANALYSIS: w � w x¢� v� �- F z3z�- w c GENERAL NOTES: Z `� z z¢s ¢p~ FFx¢d¢.�� �Fz •W-�,.u�,z�z a w Y w a r��i F �°�xr��cFzz� 1. CONSTRUCTION: COMPLY WITH APPLICABLE CODES AND RELATED AMENDMENTS. O �=o������°a� 2. THESE DRAWINGS DO NOT CONTAIN COMPLETE SPECIFICATIONS, DETAILS,OR C O D E I N F O R M A T I O N R E Q U I R E D RESIDENTIAL BUSINESS PARK�G � �F x��c c�,��W c F w � R2 B S2 F°��F¢�o°�°} FULL INFORMATION NECESSARY FOR THE COMPLETE CONSTRUCTION OF THE F a o w a}��z p c F oF azz�,czxw �` PROJECT. ADDITIONAL INFORMATION SHALL BE OBTAINED FROM THE OWNER. INTERNATIONAL BUILDING CODE(IBC� 2015 m x z�N a c ti�a x z ��--woza�zFFcc � INTERNATIONAL ENERGY CONSERVATION CODE(IECC) 2015 � �F W°W`'��z 3� j �% Ody'TU>z O F�v�a �: � 3. N O T I F Y A R C H I T E C T A N D O W N E R O F E R R O R S,O M I S S I O N S,A N D D I S C R E P A N C I E S � �z�a z����W a o INTERNATIONAL MECHANICAL CODE IMC 2015 ¢o s z z Q��z�z ro��� i - _� ., IN CONTRACT DOCUMENTS,OR BETWEEN CONTRACT DOCUMENTS AND ACTUAL � � N�c F W Q a s Q ¢ �?�z � � � �` SITE CONSTRUCTION CONDITIONS. ERRORS,OMISSIONS,AND DISCREPANCIES N F P A 7 0 N A T I O N A L E L E C T R I C A L C O D E(N E C) 2 0 1 4 � o� W W�c�o z c�a�Q �, �a�WWW�a-��,W - " � , ��,��� � �; MUST BE RESOLVED AND DOCUMENTED BEFORE CONTINUING CONSTRUCTION z O z x"z V a¢�w x� INTERNATIONAL PLUMBING CODE IPC 2015 N z�x��W���F��, i%' � �,. _ � ° ___- WITH THE WORK IN UESTION. FAILURE TO NOTIFY THE OWNER AND � °o�-�°¢m a�,ti W z �= ,,� q ( ) � ; - �� ¢a��W W�a�W �_ �" ��S�� _ �" � � ARCHITECT IN SUCH AN EVENT SHALL CONSTITUTE ACCEPTANCE OF ANY INTERNATIONAL FIRE CODE(IFC) 2015 U U �W F��°r°��;Q w i_ � - - � '�� . _ f� r . � od��¢z3�3WN� � � •� � � RESULTING OBLIGATIONS OR RESPONSIBILITIES WITH REGARDS TO DELAYS, * ���_,��c a,3�z � �� � �; � �-:. � � TOWN OF WESTLAKE ADOPTED NCTCOG AMENDMENTS � z m o F��-,Q Q �,, C O S T S,C O D E C O M P L I A N C E,A N D L E G A L R E M E D I E S R E S U L T I N G F R O M T H I S O R � � F��_ �a c o " � � , F � �� � � RELATEDWORK. U1 o��oa�oa���m _ !i w u -- s ,. �_: J T.A.S. O '�" amo��aa¢F,��,�c / � � � � � � �� \ ` � 4. CIVIL, LANDSCAPE,STRUCTURAL, MECHANICAL, PLUMBING,AND ELECTRICAL � W N x=�Q°z}��a z c �� � � �� � - _= __� �� ���� �. DRAWINGS BY OWNERS CONSULTANTS. � � ������o��W w a axc� > � ;� - ., = _ �• y 4.1. ARCHITECT'S ELECTRICAL, MECHANICAL,AND PLUMBING PLANS ARE ZONING DISTRICT: � x '-'o°a x z'��W`'� L I_ �-- " ,� { - � %,� ��� �_ � . . > � _,.- � N „ �, _ ' `�" ' r� � a�,� `, ;; ` DIAGRAMMATIC ONLY ACTUAL DESIGN BY OWNER'S CONSULTANT . U m a=o o?F�z F�� � _ f' � ���� "� � �'y OCCUPANCIES(MIXED USE in 1 building) fZ2 B S2 (J') � w�z �-Q , � ' � �' x� : �,�, �����r 4.2. REFER TO CIVIL AND LANDSCAPE DRAWINGS FOR GRADING AND DRAINAGE F w o°Q o�,�Y Q c�� � � �.� �,yo No -•1'h"5.1 �ti� . . . -- :�-s �1 1�.�'' . .__ � �W�W `y F C¢�'�O . ��� I:: . - r , � _ - �i"� _I,� ; REQUIREMENTS. � W��'z� r��z� z �� �^���; � ��=' � . � ,� �� ,� � _ y r �_ __ ���`'pli i W� � ~ c , - � 4.3. REFER TO STRUCTURAL ENGINEER FOR STRUCTURAL DESIGN �� `x >>o�°c�"P�Q�_ °::'�� � ., 1� j` �- : � ^ �- ' �_..-� -. � � s. -�� �_- � . � _ �k •� � - „ `;; CONSTRUCT.TYPE: V-A v� a�o�w a�°a��� �,: _ _ � �;l ;" .;, ' �, _ ,� _- e � SPECIFICATIONS,AND DETAILS; INCLUDING REQUIRED RETAINING WALLS, o N�N=�z�m z z� -. � � .�- =� � , �� r-�, `�. � � �}� , _ � � ,�' ��- " ����.�� � ' � �-� � � " h � '�; WATERPROOFING AND FRENCH DRAIN SYSTEMS. F'a¢^a c a ti �L w _ , � ` � r, � i� M - . _ ,. ��� •-�''� -��+ + ` �' �""`'N� � ` ` � `- + '� � ',a"�° s� � ' � - 4.4. COORDINATE SOIL COMPACTION RE UIREMENTS BEHIND RETAINING � ��'a°N Q�'����F „ �sr , , � ,i L ._ -: w '��# w �:: ,� .- � � �• l ,.o=- . - r� :���. , I .�,�. . . � '�_� �, � � .', i � �'�.� hy z a� m"c� � �!_- _• `_, ,_ ` ` .--.... �. . ' � � z¢aU�'z¢wqmQz '-:__ _ _ .. � � ` _-- � , Fy �wwazwS¢�pF�� . � I � , . �� -- � _ ` �I II \ , �� ` 5 WALLS WITH STRUCTURAL ENGINEER. E AND BE � W x`'o z F 3 a w�°a F ,��; �, .�: � '� � - ! � _ -. � , �� ,� ' "� • TOTAL OCCUPANCY LOAD: 'I 93 tOtal 158 35 N//� N� W;W Q�°Q z z'� � � '� THE CONTRACTOR SHALL VERIFY ALL MEASUREMENTS AT THE SIT - fr �}. � V RESPONSIBLE FOR THE ACCURACY AND CORRECTNESS OF SAME. ��,, ¢a�z W a��- �W�z j. �I ir I _ �_. � � �y I 3. . � �� .-1.7 N Q F W�Z F ,i - '�i.3 . - - . ___ � �. .. _. - � = wT,, ��T� i'r� .-_ � , �:�1'. ,�' �'' m cF.�c y�O°a°w r.`'v,.i� � w¢ IT <-� - - - - � �LL` i - -- -� .�,' -= ' il 6. VERIFY TYPE AND LOCATION OF UTILITIES SERVING SITE. 0 �,a r°�;>��''-o z� � _: � �_ _ ; y .� _�- _�tr; K;!l FIRE-SPRINKLED(NFPA 13) y@S yes (NFPA 13) yeS y2S U x�z W��a��°z Q� �''. j�l�l _-=�, _ � �� - �� .��'� �. ��� : - s ,�g,- _ _ ` � �-- ¢m c.,¢'�c.,_�¢c.,m ., ` _ _ � f , Y ' � ��`� �..- � I � = � -- � �1., � r � ; . =�i� `��. ,� 7. FIREPLACES: _ _ � ��aAi�4' f-� :li; ,-- �., _ ; � "��-, � �iw� , �� �� .......:. OCw' j � _ , I� � � l09_. ,I: __r � _n�uli � � I i.w ,` ; : � � � _ ' II." -�=; 7.1. VERIFY SIZES,INCLUDING HEARTH EXTENSIONS REQUIRED BY CODE. � ���!&� � � � . �'' ` �=M=_ - - � r -- e� ;- ��� �� _ � '"` _ -- !�.��ill, l���i � 7.2. PROVIDE OUTSIDE MAKE-UP AIR INLET AND SCREENED LOUVER AND - I ;.� .� ,.. . . i ` : �� ��e, ,:. wM ,..�_ _ �N� �u���i,i�i'.,���I��Iq�°� ;'� �-: _� ::r �aMPER. MAX.NUMBER OF STORIES(TABLE 504.4) 4 total 4 4 3 - � ,_ � f 1 �I".- ' _ ___ ._ . _.-1.,1 , -. �Il��i ilp: , . .. - ����` �� .` . � : 3 ,r .�, . r :�'� � �i ��`�- - _ _��.� � - ,. . , ,.. � ��I."' ���':, �� ' INCREASE FOR FULLY SPRINKERED(504.2) 4 , .s .`,: r���.a' = -- � _-�r�,� . � r,c, � �'': _.. `� # ^-; $ _ 8 a� . �:i " t . : ',`, . . : ' =s,i �I :.� r> R 'T�.t--r , �i _.�: w+� yl[�V� ��r ; i ` ; . VENT CLOTHES DRYER TO OUTSIDE. _y�,9 � -,4 �- �,,� � � :r=-� � �,Y,�, �� _ - �d�„'�'� , �P, TOTAL ALLOWED NUMBER OF STORIES 4 7*-' i' L�"�l'� t Y �'i � ,�.:L4 .jr ' f . - . . . ��y'��� �,ti���' `_ ' . �_ ' - . � N _-__ , , . �@�" �� W i I � . - .. '.��. "^ .:. . .�.. �x ; , Xti , � � : T � -- _- _- • . 9. H. FLOOR ELEVATIONS AT SECOND FLOOR ,..� $_ �`�' " �„ � ._:~` - - E, �.� .. ' ���" .�"�, :ar ALL FLOOR FINISH HEIGHTS TO MATC . ;�, � x �� . � ; : . ���'�u�� .--°•-_.. •--- � `�+-,••_ �`. . , � ,.,• ARE GIVEN TO TOP OF FLOOR DECK. n n 4= - �` _ , . _ .. : ._ �,�r� .- �;; � _ �� �..,,_., ���. . :_ -�, j.,--�---�---.��_ �� ._ ExiTwi�TH 36 clear 36 clear N/A ,; p , �'" �'- ' , �� �,{� ' 10. EXTERIOR MATERIALS AND FINISHES ARE TO BE INSTALLED IN ACCORDANCE ,� ,-• :� � , .�:.. -c_,,-��r,r-. � r �, � � � r�,...q „ ` _ � . .. �. - „ � -..�: � .�Y _ _ �„ ,_� .�� .Y' ��. �'�': � e� ;_ . .�� . : ��k4. . }i' . ,���,' �;r„- " -"'" �' ' �� , � *_ _ -.�. >.0 i-, �i - r- ---(-_� .,.. �• g _ _��'r . !�� +�:� .; � � WITH MANUFACTURERS WRITTEN INSTRUCTIONS AND DETAILS. MAXIMUM TRAVEL DISTANCE �'=-�� � - ' �^ � " -��'•s� , ; ' ' ` - - � � � �,' ` �_ "���� � ��'��'� ' 11. FIRE SPRINKLERS SYSTEMS: REFER TO LOCAL JURISDICTION FOR --.: :��,.y, � +�,.� `'� \�� .� � - �..�F � .-,� t'N� - � .�`.; - i . - - �,L-d� � , r•e _ �_ _. ,,� , '� � CORRIDOR WIDTH(1016 2) , . ' . " ' ' � � f • y•`� ;, REQUIREMENTS. .. : _ -�-� �7 I ` �; � ' �,_ . m:- , i 4., _ ': . �,•_ - :.: .."'_'_ . � - . ,., 1 • � � rF`s' r �s.,,�t . - • _ ..� . ���_ 7 .. , �4-,.'. � . .- . ,a. - _..- . .:�. y ..J,:�' � . . -.i ... `' _- � �:._�'i �`� '� _ ��,.. . ,. �� �� �� �.� . - . � - I .�� �� �,�yi��liui�...,,�.�. ,`,�{'� ta��S,�9i. �� � ji }c' .. _ .. ' . ,,R- ...;_ . ���,_ . �,..^ , � = ' - . - �rr. ._� . - _ i2. ' . STAIRS WIDTH 10091 .. . ,� _ "-` �� ry • -�-= � :�;•_� . :.� _ - `'* �,b AP ROVA PRIOR TO ORDERING A D INS A�L NG ANY�EQU PMENTTIFOR , ` - � n� �� - •4 ^ -� . �'; . , �' - ._ � y � �.. _ , � . �� WINDOWS,STEEL,CAST STONE....ETC. ��r•,� J � r"' c ; , _ � t ����`. _ -�-- - - �'-' T �- __- - ; '�: . � 13. THE CONTRACTOR SHALL PAY ALL FINES,GIVE ALL NOTICES, FILE ALL MIN.SETBACKS: 0 FT " � . � , ;� •. �. ";_, , � .•- , - . ' ! � � f�, 'r '� `.- l� '� � ��� ; _ `• `, ` i�- " ��:_ GS,AND OBTAIN ALL PERMITS AND CERTIFICATES OF '` :� : ;;'1 , _ �'-; ;:�. , s >t •��[I, �� +�:� ;j �._ . % • . �- ' _ ' � ,f •`�� APPROVAL REQU RIED IN CONNECTION WITH ALL WORK UNDER THE CONTRACT , . , ,� _ . �. �- � , ,a... �`�' �� � / '[l\ , I - ���� . -- - � 1�9 4! 11¢+ ' ,,. _ , °.. ' '., ,_ f �c � � c� � '�'� DOCUMENTS � � _ _ r ... _ .�:. - . - . - .... ' �� � �...' , t - al '. �.._�_ - .c '_= ' ' f0� !� r�� ! Er4 � ���� y ,x`t r i;�- _ � .�� ' ., � _ -_' : ' ��M' r �,� ,� s� ��" _ _ __ --- __ -_ i. z f �i� �; �1��� ,�,��:;�i�,,' - � __ �aM� �r� Wi I ��`.� FOR DIMENSION PURPOSES: �� �R� �-_ � ; .. - i A �a` - i ��� �i_ - 11� - �l�l� � � . w.. "- � �. - . � .�_ - -... _ . .__� - ..,..� � ��. �.�.'^�� r��. ' � • �, ����� .x�uw����`.;�'�� '�`�* �,; . � . - _ � �_ � _ _ ��"� � ���:�x.�.... - _ -_�-� � _ °�.y` .� .�'��� _ - 1. DO NOT SCALE DRAWINGS. - . _ . r ; ` ;, -, , !s�` :�, �.� � s ,,,_�„ , . �.-, ,,. . ..... _ .: _ L � � ,. �, �.�. _ �i •,�.. �'r _ �r. ,..., ,�., , .. . , .�. � :r„�;, _ ., �- - <,� �, � - �� ,� 'I ' �� ' , . II 11 , '�T ���_,.. � � ����� �. - '"''' •�•^�'`' �` ° " � - � -` FY ARCHITECT OF ANY DISCREPANCIES t: � x��, � - .m.;� ,•,�,,, , , ,, , ,, . ' � �, �t d .;� �� r �� _ - _� . . . 2 VERIFY DIMENSIONS NOTI �,,. - - �T� : ,., _ ;, , , , , �,��, , , x� �� � �;,�~� _.., . . _` , ;,• , . „ , , �,, �; -. �k, , _ _ �� ,:ti � � ,,,� , „ � , , :., �. .. ���' � �- . � �it, � - � . . _.. , . �, - � ' �: �, < ._ : - , '��. �. .. � : � ., ;_, .. ., � �� *:� �n-•.. � i-�-�1 ' "` ' ` "' '` ` 3. WOOD STUD WALLS: 2"X 4" @ 16"O.C.TO A MAXIMUM HEIGHT OF 10'-0", SUPPORTING ONE FLOOR, ROOF,AND CEILING. � � UNSUPPORTED WALL HEIGHTS EXCEEDING 10'-0"AND 3 STORY CONDITIONS � � W E S T LA K E T EXAS REQUIRE STRUCTURAL ANALYSIS TO DETERMINE STUD SIZE AND SPACING. � 7 4. iNrERiOR METa�STu�s�iMENSiONE�ouT-TO-our. FIRE RESISTANCE RATING OF BUILDING MEMBERS(TABLE 602.1) � � � �W B U I L D I N G E L E M E N T F I R E R A T I N G U L A S S E M B L Y � � � �H 5. WALL PLATE HEIGHTS: CROSS REFERENCE EXTERIOR ELEVATIONS,WALL STRUCTURAL FRAME(COL.,GIRDER,TRUSS� 1 HR. � Q '-��..i SECTIONS,AND FASCIA DETAILS TO DETERMINE. W �� PROJECT LOCATION EXTERIOR BEARING WALLS 1 HR. U-305 � � W � BLOCK N - MIXED USE 6. wiN�ows aN��ooRs: EXTERIOR NON-BEARING WALLS 1 HR. UL-U329 � � � �� PROJ ECT DI RECTORY■ 6.1. VERIFY ROUGH OPENINGS WITH SELECTED MANUFACTURER. h-I 6.2. REFER TO EXTERIOR ELEVATIONS AND FLOOR PLANS OR SCHEDULE FOR INTERIOR BEARING WALLS 1 HR. UL-U329 s� �j Z w� HEAD HEIGHTS. INTERIOR NON-BEARING WALLS 0 HR. U-407 � O � O�, O W N E R S T R U C T U R A L E N G I N E E R C I V I L E N G I N E E R INTERIORNON-BEARINGPARTYWALLS 1 HR. UL-U342 Q � o �z FOX GROUP, LLC VIEW TECH INC. BGE INC. INTERIOR BEARING PARTY WALLS 1 HR. UL-U342 � � p� 4208 BELTWAY DRIVE 2595 DALLAS PARKWAY A D D I T I O N A L N O T E S E L E V A T O R S H A F T/S H A F T W A L L S 2 H R. U L-U 3 0 8 [� � ADDISON, TX 75001 SUITE 204 STAIRWAYS 2 HR. UL-U308 � H PROJ ECT ADDRESS PHONE: (972) 661-8187 FRISCO, TX 75034 1. GENERAL CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE LOCAL,STATE, HORIZONTAL ASSEMBLY(IES)FIRE SEPARATION R-2/R-2 1 HR. UL L521 � � FAX: (940) 458-7417 PHONE: (972) 464-4800 aN�NaTioNa�Co�Es aN�REGu�aTiorvs. HORIZONTAL ASSEMBLY(IES)FIRE SEPARATION BIR-2 1 HR. 10"Concrete Slab � � 49 ARTA DRIVE (TBPE F-12214) CONTACT: JASON FREY WESTLAKE,TEXAS (TBPE F-1046) �� 2. GENERAL CONTRACTOR SHALL COORDINATE THE SCOPE OF WORK WITH ALL HORIZONTAL ASSEMBLY(IES)FIRE SEPARATION BIS-2 1 HR. 8"Concrete Slab � �, `��� LOCAL ELECTRIC,TELEPHONE,GAS,WATER,AND SEWER COMPANIES IN � ENTRADA` �`.� PARTICULAR WHEN TRENCHING AND RUNNING REQUIRED UNDERGROUND PARKING REQUIREMENTS : ARCHITECT M EP ENGINEER LANDSCAPE �'�� CONDUITS,SLEEVING, BORING,AND PIPING. BUSH ARCHITECTS COUNSEL ENGINEERS STUDIO 13 DESIGN GROUP ��'��- � 3. GENERAL CONTRACTOR SHALL COORDINATE THE MECHANICAL, ELECTRICAL, REQUIRED PROVIDED 4700 WESTGROVE DRIVE SUITE 200 4020 McEWEN DRIVE STE. 105 386 W. MAIN STREET PLUMBING,CIVIL,&STRUCTURAL ENGINEERING&LANDSCAPE ARCHITECT. ADDISON,TX 75001 DALLAS, TX 75244 LEWISVILLE,TX 75057 PARKING SPACES: (2)SPACES PER 1 R2 RESIDENTIAL UNITS 22 SPACES PHONE: (469) 857-3151 PHONE: (214) 632-7766 PHONE: (469) 635-1900 -R2(10)UNITS RESIDENTIAL: 20 SPACES REQ'D. E-MAIL: ralph@busharchitects.design CONTACT: WILLIAM A. LEE CONTACT: LEONARD W. REEVES L E GAL D E S C R I PT I 0 N (1)SPACE(S)GUEST PARKING SPACES 10 SPACES CONTACT: RALPH BUSH -B BUSINESS(SMALL RETAIL): (1)SPACE PER/200 SF.GROSS RETAIL STORE(B) 36 SPACES REQ'D. (1)SPACE PER/100 SF.GROSS RESTAURANT(B) SHARED PARKING WITH ADJACENT LOT 1 BLOCK N 71 SPACES REQ'D. BUILDING PER PARKING AGREEMENT WESTLAKE ENTRADA -HANDICAP SPACES: (1)HANDICAP SPACE PER/1-25 CARS REQ'D. TOWN OF WESTLAKE,TARRANT COUNTY,TX. (2)HANDICAP SPACES PER 25-50 CARS REQ'D. VICINITY MAP N.T.S. SHEET INDEX SQUARE FOOTAGE CALCULATIONS ARCHITECTURAL DRAWINGS A2.09 UNIT FLOOR PLANS A7.03 ELEVATOR SECTION S102 SCHEDULES S603 TYPICAL WOOD DETAILS P2.07 PARKING GARAGE-BELOW FLOOR-PLUMBING E5.02 ELECTRICAL SCHEDULES AREA SCHEDULE A2.10 UNIT FLOOR PLANS A7.06 PARTITION TYPES 5103 SCHEDULES 5604 TYPICAL WOOD DETAILS P2.08 PARKING GARAGE-DOM A0.01 COVER SHEET/GENERAL NOTES UNIT UNIT A2.11 UNIT FLOOR PLANS A8.01 TYPICAL DETAILS S104 SCHEDULES S610 SHEAR WALL SCHEDULE AND DETAILS P2.09 LEVEL 2-COMM.RETAIL-PLUMBING TYPE LEVEL USE COUNT DES. CONFIGURATION A.0 GARAGE BLCNY COMMON TOTAL A0.02 REFERENCE SHEET/SYMBOLS A2.12 UNIT FLOOR PLANS A8.02 TYPICAL DETAILS S201 FOUNDATION PLAN 5611 SHEAR WALL SECTIONS AND DETAILS P2.10 LEVEL 3-1ST FLOOR-DOM A0.03 2015 TEXAS ACCESSIBILITY STANDARDS A2.13 ENLARGED STAIRWELL PLANS A8.03 TYPICAL DETAILS S202 LEVEL TWO RETAIL S611 SHEAR WALL SECTIONS&DETAILS P2.11 LEVEL 4-2ND FLOOR-DOM CONCRETE L1 PARKING 10623 10623 �� A0.04 2015 TEXAS ACCESSIBILITY STANDARDS A2.14 DOOR&WINDOW SCHEDULES A8.04 PLAN DETAILS S203 LEVEL THREE PODIUM S612 SHEAR WALL SECTIONS&DETAILS P2.12 LEVEL 5-3RD FLOOR-DOM CONCRETE L2 RETAIL 8199 2424 10623 A0.05 2015 TEXAS ACCESSIBILITY STANDARDS A2.15 ROOM FINISH SCHEDULES A8.05 PLAN DETAILS S204 LEVEL FOUR FRAMING PLAN S613 SHEAR WALL SECTIONS&DETAILS P2.13 LEVEL 1-PARKING GARAGE-GAS 3RD 2 BDRM/2 BATH/ A R C H I T E C TS WOOD FLOOR RES. 1 1A galcony ��289 331 1327 1620 A0.06 2015 TEXAS ACCESSIBILITY STANDARDS A3.01 LEVEL ONE REFLECTED CEILING PLAN CIVIL DRAWINGS S205 LEVEL FIVE FRAMING PLAN MEP DRAWINGS P2.14 LEVEL 2-COMM.RETAIL-GAS A0.07 2015 TEXAS ACCESSIBILITY STANDARDS A3.02 LEVEL TWO REFLECTED CEILING PLAN C1 COVER SHEET S206 ROOF FRAMING PLAN M0.00 MECHANICAL ABBREVIATIONS AND LEGEND P2.15 LEVEL 3-1ST FLOOR-GAS 470o WESTGROVE DRIVE,STE.200 1 1 B 2 BDRM/2 BATH 1,495 1495 ADDISON,TX 75001 A0.08 LEVEL ONE LIFE SAFTY PLAN A3.03 LEVEL THREE REFLECTED CEILING PLAN C2 REPLAT S207 SHEAR WALL PLAN M2.01 LEVEL 1-PARKING GARAGE-MECHANICAL P2.16 LEVEL 4-2ND FLOOR-GAS PHONE:972-333-9455 1 1C 2 BDRM/2 BATH/ 1,230 190 1420 EMAIL:ralph@busharchitects.design A0.09 LEVEL TWO LIFE SAFTY PLAN A3.04 LEVEL FOUR REFLECTED CEILING PLAN C3 KEY MAP S301 FOUNDATION TYPICAL DETAILS M2.02 LEVEL 2-COMM.RETAIL-MECHANICAL P2.17 LEVEL 5-3RD FLOOR-GAS Balcony EMAIL:jay@busharchitects.design A0.10 LEVEL THREE LIFE SAFTY PLAN A3.05 LEVEL FIVE REFLECTED CEILING PLAN C4 SITE PLAN S302 FOUNDATION TYPICAL DETAILS M2.03 LEVEL 3-1ST FLOORPLAN-MECHANICAL P3.00 PLUMBING DETAILS EMAIL:butler@busharchiteds.design A0.11 LEVEL FOUR LIFE SAFTY PLAN A4.01 LEVEL ONE ELECTRICAL LAYOUT C5 GENERAL NOTES S303 COLUMN SCHEDULE M2.04 LEVEL 4-2ND FLOOR-MECHANICAL P4.00 SCHEDULES&DIAGRAMS 1 1 D 2 BDRM/2 BATH 1,624 1624 PRO]ECT N0. 18-154 A0.12 LEVEL FIVE LIFE SAFTY PLAN A4.02 LEVEL TWO ELECTRICAL LAYOUT C6 PAVING PLAN S304 CMU TYPICAL DETAILS M2.05 LEVEL 5-3RD FLOOR-MECHANICAL E0.00 ELECTRICAL ABBREVIATIONS AND LEGEND ISSUE LOG A1.01 SITE PLAN A4.03 LEVEL THREE ELECTRICAL LAYOUT C7 PROPOSED DRAINAGE AREA MAP 5305 CMU TYPICAL DETAILS M2.06 LEVEL 6-ROOF PLAN-MECHANICAL E1.00 SITE PLAN-ELECTRICAL 1 1 E 3 BDRM/3.5 2,560 303 2863 BATH/Private terrace DATE DESCRIPTION A1.02 SITE PLAN DETAILS A4.04 LEVEL FOUR ELECTRICAL LAYOUT C8 GRADING PLAN 5401 SECTIONS&DETAILS M3.00 MECHANICAL DETAILS E2.01 LEVEL 1-PARKING GARAGE-ELECTRICAL 09/04/2019 COMMENTS A4.05 LEVEL FIVE ELECTRICAL LAYOUT C9 WATER,STORM,DUCTBANK&SEWER PLAN 5402 SECTIONS&DETAILS M4.00 MECHANICAL SCHEDULES E2.02 LEVEL 2-COMM.RETAIL-ELECTRICAL WOOD 4TH RES 1 2q Z BDRM/2.5 2497 131 1322 2628 10/24/2019 PERMIT SET A2.01 LEVEL ONE FLOOR PLAN FLOOR BATH/Balcony A2.02 LEVEL TWO FLOOR PLAN A5.01 ELEVATIONS C10 EROSION CONTROL PLAN S502 PT CABLE PROFILE TYPICAL DETAILS P2.00 LEVEL 1-PARKING GARAGE-BELOW FLOOR E2.03 LEVEL 3-1ST FLOOR-POWER 11/08/2019 CONSTRUCTION SET 12/06/2019 1 CITY COMMENTS A2.03 LEVEL THREE FLOOR PLAN A5.02 ELEVATIONS C11 STREET LIGHTING PLAN S503 PT CABLE PROFILE TYPICAL DETAILS P2.01 LEVEL 1-PARKING GARAGE-PLUMBING E2.04 LEVEL 4-2ND FLOOR-POWER 1 2B 2 BDRM/2 BATH 1,500 1500 A2.04 LEVEL FOUR FLOOR PLAN A6.01 BUILDING SECTIONS LANDSCAPE DRAWINGS S504 POST TENSION TYPICAL DETAILS P2.02 LEVEL 2-COMM.RETAIL-PLUMBING E2.05 LEVEL 5-3RD FLOOR-POWER A2.05 LEVEL FIVE FLOOR PLAN A6.02 BUILDING SECTIONS L1 LANDSCAPE PLAN S505 SLAB TO COLUMN TYPICAL DETAILS P2.03 LEVEL 3-1ST FLOOR-PLUMBING E2.06 LEVEL 6-ROOF PLAN-ELECTRICAL 1 2C 2 BDRM/2.5 BATH/ 2,535 292 2827 Private Terrace A2.06 ROOF PLAN A6.03 BUILDING SECTIONS L2 LANDSCAPE&SCREENING S506 SLAB TO COLUMN TYPICAL DETAILS P2.04 LEVEL 4-2ND FLOOR-PLUMBING E4.00 ELECTRICAL RISER DIAGRAMS A7.01 WALL SECTIONS STRUCTURAL DRAWINGS S601 TYPICAL WOOD SECTIONS AND DETAILS P2.05 LEVEL 5-3RD FLOOR-PLUMBING E5.00 ELECTRICAL SCHEDULES 1 2D 2 BDRM/2 BATH 1,624 1624 A2.07 UNIT FLOOR PLANS SCALE: A2.08 UNIT FLOOR PLANS A7.02 WALL SECTIONS S101 COVERSHEET S602 TYPICAL WOOD DETAILS P2.06 ROOF PLAN-PLUMBING E5.01 ELECTRICAL SCHEDULES 5TH WOOD FLOOR RES 1 3B 2 BDRM/2 BATH 1,501 2915 1501 TOTAL �N�S 17,855 18822 1247 7988 45912 � DATE w 10/24/2019 w MININUM # OF BEDROOMS PER UNIT UNIT SIZE (MIN.) UNIT SIZE AVERAGE TOTAL UNITS %TOTAL = 1 BEDROOM UNITS = 0 NA NA 0 0% (/) 2 BEDROOM UNITS = 9 1230 SF 1699 SF 9 90% � SHEET 3 BEDROOM UNITS = 1 2560 SF 2560 SF 1 10% w �O.O � REFER TO ENTRADA DESIGN GUIDELINES FOR FURTHER DETAILED INFORMATION REGARDING THESE PLANS ' 0 W =aF (n � �x¢¢ F zz3zz �o° LIFE SAFETY NOTES z W�W��a�� �z� � a�zm���yw��F � oo`�.Wwz��uFzzz 1. THE CONTRACTOR SHALL NOT SCALE THE I—I r x°���z�P F a� DRAWINGS. � �w��z°�-�oo°�o r � xu � ¢Oza��a�¢°zQ 2. REFER TO SHEET"REF"FOR ADDITIONAL NOTES AND v �o�W a z��z o°W ABBREVIATIONS � �FW�Na�N�a�� a�-woW"��� � LL oa¢x�>zoF��x 3. REFER TO ELECTRICAL DRAWINGS FOR EMERGENCY � }z F��W���W a c LIGHTING AND EMERGENCY SIGN LOCATIONS. � ���F�W Q a`z�°z � v 0.�w W p a 3�z�v w 4. BUILDINGS TO BE FULLY SPRINKLERED.CONTRACTOR Z O z x W��z,��a¢�w F� SHALL INSTALL AUTOMATIC FIRE SPRINKELER O N o�T�o`w w F�N w`� COD S. TO COMPLY WITH ALL STATE AND LOCAL U � o o z�¢z 3�3 W N� � zmoFF�`,'a¢acQ 5 FINISH F OORDA DAU DERS DE OFEDECKING ABOVE. O F�., �}m a a�°z��c a� U a¢ �c � �G��°o°cxa z 6 S OWN AND COMPNYINIG WITH NFPA 10TIONS AS w � U s�U a�c F¢c v° CONTRACTOR TO COORDINATE FINAL LOCATION � x `-'o°a x z'��W�� WITH FIRE MARSHALL FOR APPROVAL. � � w�z o�p a�z o�o F^�U00`n�Y C]Ua 7. REFER TO MAXIMUM TRAVEL DISTANCE TO PORTABLE � �' o W�w���c¢~�o FIRE EXTINGUISHERS/FIRE EXTINGUISHER CABINETS: ~� x o w o��c��P�Q N 75FEET. � a`0O°wa�"xo� � ��¢z a c a W�=L w 8. HEIGHT OF PORTABLE FIRE EXTINGUISHER SHALL BE G z o°N o���S Q F INSTALLED SO THAT ITS TOP IS NOT MORE THAN 5 � w a a�z a�a o w x F j FEETABOVE. � �W}�w��po�w�`'- � �xzozF3awu�a� 9. REFER TO ELECTRICAL DRAWINGS QUANTITY AND � z w w r W a a��z w�z LOCATION OF SMOKE DETECTORS. '� 0.��W W p o��F��a F-------------------____--�--------____--________—________------------_______________--_—_----,� � �a�o���}°��az I I i I � I j l i� 10. REFER TO ELECTRICAL DRAWINGS FOR LOCATION OF j� �����Q�o�°��� I I i I � I �� FIRE ALARM SIGNALS(VISUAL AND AUDIBLE). i I � I�� I I � Yi I � I I I i i �� SYM BOLS � � ��,�� I � t�_�_�_�_�_�_�_�, GENBRAL � � RESIDENT ' 1 RESIDENT RESIDENT � RESIDENT RESIDENT RESIDENT RESIDENT RESIDENT T COM. ♦ % MEANS OF EGRESS STORAGE STORAGE � STORAGE �� � � .___ � � � � � � � � � � � STORAGE STORAGE STORAGE STORAGE STORAGE ROOM � / j �a3 �an / � ios �_ � � i�j �: PATHWAY tos to� �oa �os ��o >>> / � STAIR#2 F.E.C. F.E.C. � � j ��iii��iii� PAR RAT�NDFIRE � a a I � � 'a j � I � �° � I � I � I � I � I � I � 2 HR ENCLOSURE � — 0 �— 0 � �0 O 0 O � � � I I I --------------- FIRE EXTINGUISHER 1� 9�-O��TYP. � W I � �-r.� DISTANCE 1 I (� � I �� LI ; } I Q I I $ � � II � 1 2 ~ 3 i � 4 5 � 6 7 � w 9 10 11 �� --- I�i EXIT EMERGENCYEXIT � o I � u i i" ---� SIGN/LAMP TYPE 'C' DOOR (36") �� � � � � � � � ---� �� � FIRE EXTINGUISHER -2"=34"/0.15= i ° i �� �''', CABINET 226 PERSONS � i o � i o i/ F.E.C. � �� I � � I l�i � � � ��'� FIREALARM �7� � � � � � � � i�j � � � P.S. PULL STATION �•�•�•� � ` � , � ��, � ��� - � `"' P.S. F.E. . 32'-0" FE DISTANCE � � � . � �������� W �----------------------- -----------�--- ---------------------�--�------------ ------------�----------------,----------------------� — �� \ ��, L� ;� i � 36-6 FE DISTANCE f� � � \ ROLL-OUT �� �`� AREA 9 3� 4 SF � �� � i i i � / i i i i i i � i i i � i � / / / �i i i i i i i / i � � DUMPSTER LOCATION � � � � � ��'���r��i/,��/��/r�%������r�','����� %!-�%�',�������i�/��� , , �, i���'���%/�;�'�-�'�'�-r'/�%�"�'�i�%'��/��%/�/����r'�`��/i����%%'�-/r�'�-�'/�%�%�!���'���;�'i.'��/'�i/�%�� � `�, C-+ ,,� W W�C i I MEANS OF EGRESS � I I i ° � � � � �W i � PATHWAY: (143'-5") � � � � � �� i � i i�r � Q '-� i I � I i ;` Z W �j E� i � - � � 2� � i I� Q�, � W� � 4 i � o I � 1/ 6 3/4„ � i �2 � '', H � � i I `o �^ I 3 0�; + I i ^ �j fi'� �w N I cn i� PARKING 4g, i I '', F—� Z �U i Z I � � � GARAGE I I i — � I, �j O � Z i� � ,���, w� 100 � � i I�'� � � � � i� � ��� �'' X� � OQ � � i ���, � � �� i� � � ,��3��ti I cn� I i- - - - - - -t - - - � d i- I I Q � I � i 43'-8" FE DISTANCE ;� �, [� i� � � � a � � �r; � � � �, i r� I i 13 � � ii i i � � � i �� ' �J � �---�---------a-- I , � �� � � e II l�—I i �---- , i i � 9'-0" ° F. .C. � � i � i � � i � � / � i 31 -0 1/4 i �� I � i � i � i i X I I I i � ��� ' � ; � i 22 i � TYPE'C' DOOR 3 � � � ELEVATOR � � � ;��� 20 18 � � � I i 16 15 � i 14 i o -2"=34"/0.15 = � � i �� i I � 226 PERSONS i � 5 � I i � i ��q/ a i � i ���� �5��5�y5��n�� � � � i �, / � I �� � � � I � 70'-4" FE DISTANCE I � �o � � � � -----�—�- -� /�% i � i � �------- -------- -- ------------------------ � � 0 0 I RISER �I � I� I ROOM _� � � STAIR#1 � +o� � I � I � -�-��$� ---------------- ----------------- a _ IIII � -----------------� � I in� IIIIII � ----------------- �, a � � � ' � I I I I I I � , �-� �I I I I I �00 _� F.E.C. i � I - � � V, i i � � � i � n � � i �� � 3080 \ , i \ i � \';. � I I � ELECTRICAL i 21 19 -� � � i ,o, � � o 55'-0" FE DISTANCE i L--�-- ----------------------- -- -----------------------� '�� ` , I % , � I , - ' � �\ I � � � , - ' - ' - PARKING PROVIDED LABELED AND COUNTED DIMENSIONED I P.S. , , , F.E.C. - - � � � � ' � � ' � � L , , , , , 1 , , , r, � � �� - - �, � - - � - - �` � ' ' O 0 � - � , "� � � ' � , � � ', ��„ II � � O i ' i l , � - � �✓ � � -�r� i - � �� , , ,,; I I us � ARCH ITECTS � � 4700 WESTGROVE DRIVE STE.200 ADDISON,TX 75001 I T I PHONE:972-333-9455 EMAIL:ral h busharchitects.desi n P @ 9 EMAIL:�a busharchitects.desi n J Y@ 9 EMAIL:butler@busharchiteds.desi n I I 9 PROJECT N0. 18-154 � _' I I ISSUE LOG L _ _ _ _ _ J DATE DESCRIPTION 09/04/2019 COMMENTS 10/24/2019 PERMIT SET z 11/08/2019 CONSTRUCTION SET � 12/06/2019 1 CITY COMMENTS � � �.�..� � SCALE: c.aj) 1/8"=1'-0" o� LEVEL ONE LIFE SAFETY PLAN w � A0.08 SCALE: 1/8"=1'-0" J DATE w 10/24/2019 NORTH � J SHEET w A0.08 REFER TO ENTRADA DESIGN GUIDELINES FOR FURTHER DETAILED INFORMATION REGARDING THESE PLANS � w = � � ���= �=aQ � � zzza= ao� Z F��`o¢a� °-�z O ��zmzama�,���- �z�z r�'�o�`�� PARKING SPACES LEGEND ����z�=J Z�z H� rz°���zxT�-m� ;Fx�o,.p�—�'m„ PARKING SPACE 9'-0"X 18'XO" ��g� � F"��Z�-F�,���} U ��a��� .._ ¢Fz�eva�=av�Q g' � ��°z��-��z��� � � ���o�az��azz I , „ , „ PROPERTYLINE � aF�z���;z3� HANDICAPSPACE 9-0 X18X0 �18� �z¢=�vZQ���;� , AISLE 9 5 9 ( �z~¢Z��=a��o A GE �c 5'-0"X 18'XO" EASEMENTS/SETBACKS ~^ ¢ 24 UL TlL l T Y ORA llV � V / N��FZu'Ziq�=¢"��Q Z O zz�o`°o"3`�az� EMERGE/V C Y �1 CCESS ORl l/E UP 10 RISERS VAN HANDICAP SPACE 9'-0"X 18'XO" �18' TARGET MARK � Q N ��?����=J��� �- ���,am�xa��, @ 7" (MAX) AND ° � �"`�`�Z PAVERS, HERRINGBONE RAMP UP 5% AISLE 8'-0°X 18'XO" g' g' g' (, � ��a������3 N Z 19TREADS � o°��d�3�3�'��- PATTERN (REF TO (MAX) @ 11° (MAX) HANDICAP PARKING � � � z m����.,a�Q�o LANDSCAPE) 36" HIG�H HANDRAIL � HANDICAP VAN PARKING � � �� ��� �� O C�' F F m O F"'N�'�U��m AND42 HIGH 42 HIGH V � v �°FN°�°ZF;=� GUARDRAIL GUARDRAIL PAVER S, HERRIN GB ONE w w z V Q N z a��_-� �Z N� .Q¢Z}�-��v� S`� 07 J a�F J PATTERN REFTO � cwz"a����'� _ � TRAFFIC DIRECTIONAL ARROWS � � x ���a=J}�¢°'� — _— -- -- LANDSCAPE) � Za�z��~ /� U m���Z z�F 3=a z V/ �+ �°o°o���oo�� A/CCONDENSINGUNIT � (n � oa=W=�maa��Z �� ^ c w a�":�'=O a�°a � UP 17 RISERS FIRE SPRINKLER RISER ROOM � � o����d���°z� � @7° (MAX) AND � ��`����m��-�= a_ o =����. `� �aa�zQ��°m�F� I I � 16T�READS x �-Ww����Qo�z�� I --- --- --- @ 11 (MAX) c7 � z > �,¢ oo;LL - - - - - - - - - - - - - - - - - - - - - - - SITE NOTES � �zz�z�3¢����� ¢F Q V" F"p�Z,��,�.cv � zwW>uzi¢a��?��x ° 36" HIGH HANDRAIL �a�Q=�zsd�=�a" 1. CONTRACTOR TO INSTALL ALL EXTERIOR � ��o��°°�°���¢ AND42" HIGH 0 �,�>°�.,ra=�oz� LIGHTING TO MEET ENTRADA GUIDELINES AND v �N¢��a���4 a�� STAIR#2 GUARDRAIL ZONING REQUIREMENTS. — — — — — — — — — — — — — — — — — — — TRASH ENCLOSURE (REF. TO MEP PLANS FOR DESIGN) � - - - - - - - - - �� ' - - - - - - - - - - . . - - - - - - - LOCATION 0 0 0 0 � - - - - - - �— � - - I I � � (BELOW, REF. TO 2. SEE CIVIL ENGINEERING AND LANDSCAPE I I � � i A1.02/02) PLANS FOR UTILITIES, DIMENSIONS CONTROL, I 5' SIDEWALK I I I I � GRADING, DRAINAGE, PAVEMENT, HC RAMPS I I � � FULL AND ALL SIDEWALKS. 14 13 I I 12 11 10 9 $ 7 I I ( 5 4 3. CONTRACTOR TO INSTALL ALL SIGNAGE TO SLOPE �P I I � � MEET ENTRADA GUIDELINE REQUIREMENTS. 42" HIGH GUARDRAIL 4. REFER TO MEP PLANS FOR LIGHTNG o � . - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - .. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SPECIFICATIONS, HVAC, GAS, TELEPHONEAND ELECTRICAL SERVICE LOCATIONS. ROLL-OUT * ASTERISK DENOTES FIRE SPRINKLER RISER DUMPSTER LOCATION ROOM I � � � ��;�� � � � L � w I FULL � � � ISLOPE FOUNDATION I �,�p�� � � �� � � TO DRAIN PER � � ',� � � I—� W W,�j STRUCTURAL F�� ��� DRAWINGS I T/1 � � �� PARKING GARAGE I � � � � o i �� � Q ,�� FOR TENANT USE ONLY I F�—i � � �H �� I i � � ����� � � � � �� � ` t - - - - - - - - - - - - - - - - - , - - - - - - - - - - - - - - - - o- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I � � ZpU . 0 . • • .. � O � z ��, , � PLANTER , (REF. 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O MEP) I I o 0 i �i W3 W3 � �� i SLOPE SLOPE SLOPE I I �"� '� UNIT � � ��z ----------- 0 . � � . � �, ; � II M II 1 I � � W5 W3 � ' � . . . . . . . . . � a _ rn g 3 B 112 � W2 I ELEVATOR ; _ � � N , . H z �p �° 110 MECH. �o ; � � _ � N 510 MASTER A2.13 , ' � _ � � � LIVING ROOM W3 BEDROOM SUITE � ---- � � 514 � 509 511 W3 ; 101 i i i i � i ; I I O w i i i i i i z a i � W 3 p 7 � (DOWN) i i i i i i � � . . � . . � z � B U o3 i � i i . . . . _ � � i , 4:�z N � us A8.05 512 SIMA8.05 i STAIR #1 I � � I � RICKET BELOW CRICKET BEL � ; � SIM. 107 _____ 107 _ _^ 107 � � i � 2" HT. OPEN 42" HT. OPEN 42" HT. OPEN 42" HT. OPEN - � o ARCHITECTS , � ILING, TYP, RAILING, TYP. — RAILING, TYP. RAILING, TYP. � _� 4700 WESTGROVE DRIVE,STE.200 1 � 1 �— — — ——— — —— — — — M --------- --------- --------- ' � ��� � � � — — —— —— PHONE:972-333-9455 � EMAIL:ralph@busharchitects.design N — — 1 EMAIL:jay@busharchitects.design � EMAIL:butler@busharchiteds.design 1 � A Q ; � A i � PROJECT N0. 18-154 I �`------ ------------T- ---------- -' ;� I UE L DATE DESCRIPTION I 09/04/ZOl COMMENTS 10/24/201 PERMIT SET I 8�� 5�_8�� ��_8�� , 5�_8�� 2�_4�� 6'-3 1/2" '- " 6'-4 1/2" 3�-p�� 6'-4 1/2��1'- 6'-3 1/2�� 2'-10�� , „ , „ , „ , „ z 50 -0 19 -0 14-10 36-2 g � a 122'-0" �, z SCALE � �� � 3/16"=1'-0" 01/A5.01 la �J., ^ � DATE 00 � 10/24/2019 o, LEVEL FIVE BUILDING PLAN � • SCALE: 3 16 -1 0 � SHEET J A2.05 > REFER TO ENTRADA DESIGN GUIDELINES FOR FURTHER DETAILED INFORMATION REGARDING THESE PLANS w J !o �xa¢ NOTES: Q w�a F 1.THE DRAWING IS GENERAL INSTALLATION ONLY. EALANT i I� i 30"X30"-LBS.LEAD SHEET,PRIMED � 2.MATCH THE EXISTING SCUPPER INSTALLATION 1�� i� 1�� AND FORMED TO THE INSIDE OF THE F z�z�' CONFIGURATION AT EXTERIOR WALLS. COUNTER FLASHING 1� ��i�11 � 1� z � �p~ ROO F N OTESD R A I N B O W L S E T I N A L A Y E R O F ` F� a¢p Q,¢,o �F� P A R A P E T W A L L S H E E T M E T A L S C U P P E R 1 PLASTIC CEMENT ON TOP OF THE BASE w "��a�'��'c F z x�' /INTER-PLY SYSTEM. � m w WELDED-SECURED � � ��W o¢x������ APPROVED SEALANT TO WALL AND DECK OR OPT. CLAMPING RING INSTALLED OVER �,�o��� .�P`a a WOOD BLOCKING � THE STRIPPED IN ROOF DRAIN BASE/INTER-PLY,FULLY ��-x��c c w�c W� 1. ALL DETAILS RELATING TO THE ROOFING SYSTEM METAL FLANGES _ (PLIES,LEAD,PLIES AND CAP ADHERED BEYOND THE � F�c c���N F�z� REGARDLESS AS TO HOW THEY MAY BE INDICATED r-IIN SHEET)ANDTIGHTENED. UNDERLAYMENTAMIN.OF3". �� ¢F z a��a g¢�a a ,� NOTES: Na�wz��-��zp��- PARADIENE 20 FULLY ADHERE) CAP SHEET SURFACING � m°�-3�z z r��z x�' � I FIELD VERIFY OVERFLOW SCUPPER ADHERED TO THE STRIPPING STRIPPING/BACKER PLY, �a F o z a�z�F�� ON THESE CONTRACT DOCUMENTS, MUST BE I PLIESANDTHEINTER-PLY FULLYADHERED BEYOND � o¢¢z�>z Q F��a PARAPRO FLASHING MEMBRANE i LOCATION AND COORDINATE OPENING nnnnnnnan THE UNDERLAYMENT F z W� .c.- ��z� APPR OVED BY THE R O OFIN G MAN UFA CT URER, S O (FULLYADHERE) _ I SYSTEM. 1111111II II IIII111 AMIN.OF3". W � ~~`W���W a � (torch apply) /� WALL DIMENSIONS WITH ARCHITECT. - 3-� a o¢z z z Q y`z�° C p / ; /f l l l l l l l l l l l l l l l l l l�\ a N�°F�Z W QC S aw a AS TO OBTAIN TH E REQUIRED GUARANTEE AS OVERLAP AS REQ.'D BY ROOF MANUF. � I OPENING ��,�,� °� �a�°W°¢3���° I N D I C A T E D I N T H E P R O J E C T M A N U A L. M E M B R A N E F L A S H I N G S H E E T A D H E R E D i - - - �C N z�-z����a�z�� TO BACKER,MOP OR COLD-APPLIED :�r $'� �`s ���+ O z x�z�0 w z¢�w�m � w m w� DISCREPANCIES SHALL NOT BE CAUSE FOR - - � � O C F�O�m F U y N Z �i_I I_� O � �r�Opwy U,Y¢ n, R O O F P E R S P E C'S. �N ��/ \l�� � � o a�a a z 3��W w m _ MODIFICATIONS TO THE CONTRACT SUM. -------- ------------ ------------------ � � - � � � z m�F F°�Q Q Q�o II � BASE SHEET,INSTALLED w z W a�w��o z,z�,�z� � I ROOF LINE� - O V E R T H E I N S U L A T I O N/ � �F w o a�o¢�-�5 m 2. �i 4 P E R E D I N S U L A T I O N T O B E L O C A T E D & PTIONAL WOOD BLOCKING N COVER BOARD OR ROOF � �" ��c��a a¢F"�� i SUBSTRATE. //'1 W F�NQQQ W�aao� INSTALLED FOR EFFICIENT ROOF SURFACE � (n z"° "¢W_, DRAINAGE OF ROOF THROUGH-PARAPET SCUPPERS ~ �°°`�¢F���°N � °��a>�°o¢owa CONDUCTOR HEAD/LEADER az�az AND THROUGH-PARAPET OVERFLOW SCUPPERS HEAD PER MANUFACTURER � m¢-�s z a����� � wczQFo��zFzu _____ � 'S w C W Q 2' Y U c�. AND AT ALL ROOF EQUIP AND MEP CURBS, ROOF x >>�����°P�Q�. w^�zQ�mYz�Nz c� DRAINS, ROOF OVERFLOW DRAINS AND ROOF 04 SECTION TH RU SCU PPER 03 WATER OUTLET SCU PPER ELEVATION o4 ROOF DRAIN- TYPICAL �M o����a p�w z�� W ��a z a c a.��,�=C��7 w S C U T T L E S. I N S U L A T I O N S B O A R D C R I C K E T S & A2.06 SCALE: 1"=1'-0" �, a°N-��;�w�-N x A2.06 SCALE: 1"=1'-0" A2.06 SCALE: 1 1/2"=1'-0" �, W a a�z¢�a p N°Z;, SADDLE SLOPES ARE TO MEET ROOFING SYSTEM x z W a a w�¢�w x�--� r�, F 0.w LL]Q F'J..1 V W w�z z F 3°z z�c w F MANUFACTURERS STANDARDS FOR EXTENT, `" ��QB���-����=�� SLOPES & CONFIGURATIONS. � z W W'W`�'x Q°�a� z.��o r� actxzwxw 7N¢F w a F w W O o� F m ^a � ���������'W��� 3. INDICATES SLOPE OF ROOF.. �����������z� v ��Q��Q����Q�� 4. ROOF TOP EQUIPMENT CURBS AND ROOF SCUTTLE CURBS FURNISHED & INSTALLED BY GC, ARE TO BEAR DIRECTLY ON ROOF STRUCTURE. DO NOT BEAR ON ROOF DECK. ROOF TOP EQUIPMENT MUST 01 SITLEVEL. —————— ————————— .--_-------------------------------__------------------------------__--- I �.o� � --------- --------- --------------------------------------------------------------- , I I ' 5. ALL PIPES, CONDUITS, JUNCTION BOXES, � � � � � � DISCONNECTS EXPOSED STEEL UNPAINTED SHEET � I � � � � � I � METAL. FLASHING, ROOF SCUTTLE CURBS, ETC. � � ; � —� � � =� � � � � � I 4:12 4:12 4:12 � 1 ABOVE ROOF ARE TO BE THREE (3) COAT PAINTED. � � 3"OVERFLOW � � � I � DRAIN BELOW,TYP. w o —. . —i w � . � � COLOR(S) TO BE SELECTED BY ARCHITECT. I � � — ' s� DRAIN BELOW, P. � ---------------------------------------------------------------r o 0 I a I � o� . . . o� ' 1 �w �w � 6. ROOFING SYSTEM - REFER TO SPECIFICATIONS � I ; o� o� � � � � �� i FOR BASE BID & ALTERNATE ROOFING MATERIAL, � I � . . � ROOFING TYPE & PRICING INFORMATION. i � � PRIVATE TERRACE PRIVATE TERRACE ; I � CONC.PAVERS ON CONC.PAVERS ON � 7. ALL ROOF PENETRATIONS ROOF FLASHINGS AND � - ;T-',;-i� � ; � PEDESTALSOVERTPO � PEDESTALSOVERTPO � i I � ROOFING MEMBRANEOVER ROOFING MEMBRANEOVER i ADDED ROOF TOP EQUIPMENT SERVICE PATHWAYS � 4:12 ; R-ZS POLY INSULATION . R-ZS POLY INSULATION � BOARD OVER PLYWOOD BOARD OVER PLYWOOD � REQUIRED AS PART OF THE INTERIOR FINISH OUT � I ' DECKING DECKING � � CONTRACT, ARE TO BE PERFORMED BY THE I � � � I � � � �+ w OWNER'S/LANDLORD'S ROOFING CONTRACTOR. � `--r ---------------------------------------------------------------------- � U FINISH-OUT CONTRACTOR TO ARRANGE AND i � � I I � � �, COORDINATE ROOFING PENETRATIONS, FLASHING � � I I � � AND PATHWAYS WORK. IN NO CASE WILL � � I I I C� � � �W U N A U T H O R I Z E D R O O F I N G P E N E T R A T I O N, � I I � � I I � � Q �H F L A S H I N G O R P A T H W A Y W O R K B E P E R M I T T E D B Y � i j � 4:12 4:12 I I � ;� � ��' THE FINISH-OUT CONTRACTOR OR HIS I I � I I � � � �� SUBCONTRACTORS.= I � � � � � p � I � I � Z � �H 8. PROVIDE ROOF TOP SINGLE PENETRATION � � I I I �^ � v Z CONDUIT/PIPE BOOTS & CLUSTER PENETRATION � � � I I I--I '� O � MEP CURBS. � I � I I I 4:12 4:12 I I r � O� � i � � � � H 9. PROVIDE HVAC UNIT GUARDRAILS WHERE „ � � � II � � BUILDING PARAPETS ARE LESS THAN 42 HIGH & I � I I I � � HVAC UNITS ARE LESS THAN 10'-0" FROM I � � --------------------------------------------------------------------------- � �� PARAPETS.. � � I VENT SHAFf r---� II I REF.MEP . . . . . � 10. ALL ROOFING CHANGES & PENETRATIONS ARE TO I � � j � I I I I ' BE PERFORMED IN ACCORDANCE WITH APPROVED � � I I ' � � — � � � ROOFING MANUFACTURER'S ROOFING DETAILS FOR � I � � � I I ' � THE ROOFING SYSTEM(S) INSTALLED. I � � � � , ------ ------ ---------------- --------�- . . a . o — . � I � 4:12 6"GUTTER i i I � � � 11. DO NOT SCALE DRAWINGS: IF DIMENSIONS ARE IN � � � ; � � / I �---1 � � � w w � QUESTION, THE CONTRACTOR SHALL BE � I \\ � i i � o � ' g _ o � RESPONSIBLE FOR OBTAINING CLARIFICATIONS I � � � � ' . . — J J FROM THE ARCHITECT. THE CONTRACTOR IS TO I � I � / � � � � r r—J � o COMMUNITY TERRACE g ; _ NOTIFY ARCHITECT IN WRITING OF SUCH I --------------------� � � �`� � �_=I N I I � ' � � � ---------------------------------------------------------------------------------- APPARENT DIMENSION QUESTIONS & REQUEST � � � \ j I � ° � I � � I � . . . . . . . . ; CLARIFICATION FROM THE ARCHITECT. NO I / ' � \ � I � g � I � � I � � � 3"OVERFL � � � �---� L--J L--� 1 DRAINBEt W,TYP. � ADDITIONAL COSTS OR DELAYS IN SCHEDULE WILL � � � / � � I � � � I � � I BE ACCEPTED DUE TO CONTRACTOR'S A o A o A o A A ; � I , � � � � � � � I � MISINTERPRETATIONS & FAILURES TO REQUEST C � C w C � C C ; I I ; � I � CLARIFICATION OF DIMENSION REQUEST. a � i-------- i � s��DRAIN BE OW,TVP. � � � � I � MUA PLATFORM � � � ; � A w A � ; I ~ i I TPO OVE�RIR 25 PO BRANE � ; ; . . . . . . . � 1 ,� C a C ,� 1 I I INSULATION BOARD OVER I � � � w � w � I � PLYWOOD DECKING I � j � �� O � O i I I �---------� � 1 . . . CONC.PAVERSON . . 1 � PEDESTALS OVER TPO �� � J J � �ROOFING MEMBRANE OVER � A � A � A � A A � I I � � � — � R-25 POLY INSULATION � . � A R C H I T E C T S C O C C O C C I 4700 WESTGROVE DRIVE,STE.200 � MECHANICAL WELL � � I I � o BOARDDECKING WOOD o � � ADDISON,TX 75001 � � O O 1 PHONE:972-333-9455 TPO ROOFING � I � — � �— � — � � EMAIL•ralph@busharchitects.design MEMBRANE OVER � � � a a � EMAIL:jay@busharchitects.design WATER OUTLET SCUPPER � � � � � EMAIL:butler@busharchiteds.design R-25 POLY � � � � . . _ � . _ . � INSULATION BOARD 1 I 6'-0"HIGH PARAPET WALL � � w w 1 PROJECT N0. 18-154 OVER PLYWOOD � � � � � � � � PRE-FINISHED METAL COPING,TYP. 1 � � � � ISSUE LOG DECKING � � � i � o � o � � 4:12 � � o o � DATE DESCRIPTION � � _� � � � 1 I � � CRICKET BELOW CRICKET BELOW � 09/04/ZOl COMMENTS � I � � ' ' ' ' � 10/24/201 PERMIT SET I � N ��������������� � ' R ________________________T _ 1 � � � � � �������������1 1 3"OVERFLOW DRAIN,TYP. 3'-0" HIGH PARAPET WALL � � — -- -- � s"DRAIN,TVP. 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INSTALL DOORS & FRAMES PLUMB, LEVEL, & FREE FROM WARPING OR TWISTING.. � ��-W o z a���-F�� aF W oW c��'�z3� NO. 2. IF FIELD CUTTING FOR HEIGHT ADJUSTMENT IS NECESSARY, ONLY CUT A MAXIMUM OF 3/4 FROM THE BOTTOM w }¢�F�W���W�a n �--zW c� p�zo xz¢az��: ��?o ¢o_z�zo�� zWz A 2�-6�� X 5�-O�� ALUMIN. FIXED GLASS PANEL OF THE DOOR. THE MAXIMUM UNDERCUT IS 1/2". a °` �0.�°W°Q 3���° o zxW��za¢�wF��', B 2�-6�� X 6�-O" - FIXED GLASS PANEL 3. ENSURE ALL DOORS OPERATE FREELY AFTER INSTALLATION & FINISHING. O N z`����x w a�N W Z OCF- O W c`',7UF C.. � ��O O w¢m�',Y Q m� � n � n n � � oa��`¢z3�3Wwm C 5-0 X 8 -0 - FIXED GLASS PANEL 4. MAXIMUM DIAGONAL TOLERANCE IS 1/4 MEASURED FROM CORNER TO OPPOSITE DIAGONAL CORNER. ����a��a�N�Z � zmcFaF,,QQ D 9�-O�� X 9�-1" - FIXED GLASS PANEL 5. FABRICATE FRAME TO PERMIT INSTALLATION OVER METAL STUDS FACED WITH GYPSUM WALL BOARD. w z W�w���z��`�❑ � � O'�'mp��¢¢[.Uvr-C�.aa' E 12'-0" X 9'-1" - FIXED GLASS PANEL � � zxpQ�°��Q��� � �� � �� 6. FRAME FASTENERS SHALL NOT BE EXPOSED. � � ���������°w a z� -m �-xxo_ F 15 -0 X 9 -1 - FIXED GLASS PANEL 7. PROVIDE INTERNAL REINFORCEMENT FOR DOOR HARDWARE. x -o��a z�� ��-~ U m¢^cpz��'���o � 'S w O Q Q C�:-.'Y F U c�. 8. RIGIDLY ATTACH FRAMES USING FASTENERS BEST SUITED FOR THE APPLICATION. � W�.�z����z Q N Z 9. FIT FRAME CORNERS & INTERSECTIONS TO BE FLUSH WITH HAIRLINE JOINTS. x o>a�����°�°�= � a� ��������� 10. INSTALL DOOR HARDWARE AS SPECIFIED & IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. COORDINATE HARDWARE � o�z z a�a W��'� wa mwF-v�x � z¢acFiz¢awOvm,QZv D R HEDULE FUNCTIONS WITH THE OWNER. x�, z°w a a w s¢�Q��, V W w c}i z z F 3 z z�c w F DOOR NO. SIZE MATERIAL IDENTIFCATION DESCRIPTION 11. TOUCH-UP ANY SCRATCHES &ABRASIONS TO MATCH THE ORIGINAL FINISH. � ¢F Q����-a w z N�� �_�,.� � z w W>w a a°��„c w�s EMERGENCY/PUSH 12. INSTALL LOCKSETS CLOSERS &TRIM AFTER PAINTING FINAL FINISHES. a 0.F N W�Q��Q`��°� 101 3'-0° X 8'-0" ALUMINUM SCMTL ' ' p ��°��,;�°o p z� B p`R 13. MOUNT ALL CLOSERS SO THAT THE CLOSER OR ARM ARE NOT VISIBLE ON THE CORRIDOR SIDE OF THE DOOR. v F�¢��¢��r�¢�� 102 3�-0�� X 8�-0�� ALUMINUM SCMTL DEADBOLT / KEY / 14. PROVIDE DOOR STOPS FOR ALL DOORS. USE FLOOR MOUNTED STOPS WHERE POSSIBLE. KEYCARDFOB 103 3�-O�� X 8�-O�� ALUMINUM SCMTL DEADBOLT / KEY 15. ADJUST ALL DOOR CLOSERS TO OPERATE WITH A MAXIMUM OPENING FORCE OF SLB. 16. PROVIDE SIGNAGE AT ALL PUBLIC ENTRY DOORS, UNLESS NOTED OTHERWISE. 104 (2) 3�-0�� X 8�-0�� GLASS RETAIL RETAIL / DISPLAY 17. APPROXIMATE SIZE PROVIDED. CHECK W/ MANUFACTURER FOR EXACT ROUGH OPENING. DOOR 105 2'-8" X 8'-0" WOOD SCWD EXTERIOR / DEADBOLT / KEY 106 (2) 2'-6" X 8'-0" WOOD SCWD EXTERIOR / DEADBOLT 107 (2) 2'-6" X 8'-0" WOOD W/GLASS SCWD EXTERIOR / FIXED 108 2'-6" X 8'-0" WOOD W/GLASS SCWD EXTERIOR / FIXED 109 3'-0" X 8'-0" WOOD SCWD ENTRY/EXIT DOOR W/DEADBOLT 110 3'-0" X 8'-0" WOOD HCWD INTERIOR 110 (2) 2'-8" X 8'-0" WOOD HCWD INTERIOR 112 2'-8" X 8'-0" WOOD HCWD INTERIOR 113 (2) 2'-6" X 8'-0" WOOD HCWD INTERIOR W 114 2'-6" X 8'-0" WOOD HCWD INTERIO � w 115 (2) 2'-4" X 8'-0" WOOD HCWD INTERIOR � � � 116 2'-4" X 8'-0" WOOD HCWD INTERIOR � � W � 117 (2) 2'-0" X 8'-0" WOOD HCWD INTERIOR � � � x H � 118 2'-0" X 8'-0" WOOD HCWD INTERIOR W `� Q �� ALUMINUM EXTERIOR / � � � W� 119 3'-0" X 8'-0" �/�GLASS SCMTL PUSHBAR / FOB � �—+ Z w O 120 (2) 3'-0" X 8'-0" A L U M I N U M E X T E R I O R / � O � O�, W/G L A S S P U S H B A R / F O B ^ � � �Z I--I � 121 3'-0" X 8'-0" ALUMIMUM FIRE RISER � � �� . . . . � H \ / / \ �' �' . , , . � � , . . , w ,� �. �. ,� 6'-4�� TYPE A TYPE B TYPE C 5'-0" 2� 2� 2� . 3�_��� 2�_$�� 2�_6�� 2�_4�� 2�_��� [V N N N - ' N � i O � O _ co co 2 2n 2 2n 2 2n 2n 2n �� �� �� 0 _ , . o � ve ' � in 2" • �7 �7 (7 (7 2�� � �z �z �z �z �z Oz Oz Oz Oz Oz Ow Ow Ow Ow Ow �° �° �� �� �° us � � 0 � � � ARCHITECTS 4700 WESTGROVE DRIVE,STE.200 ADDISON,TX 75001 PHONE:972-333-9455 EMAIL:ralph@busharchitects.design � WIND W TYLE EMAIL:jay@busharchitects.design 14 N� EMAIL:butler@busharchiteds.design PROJECT N0. 18-154 SIGN Door _ 3'-0" 5'-0" jSSjJE j,QG closer Z-8 �,� �,� 1-6 3-0 Z-6 DATE DESCRIPTION 09/04/ZOl COMMENTS 10/24/201 PERMIT SET O tional � � � � � \ " view lite � � � \\ RISER L J \ \ \ / \ \ / \ W \ \ / \ J � Panic - - - - � - - � \ hardware o 0 0 0 0 o Q � � o0 0� o� o� o� o� w �� ° ° °° ° ° ' ' � � = SCALE �/ � Plate � Kick / / � � � , \ / � 1/4"=1'-0" / � � Plate � � � � / \ M �j weather 0 DATE 101 102 103 strip 104 105 106 z 10/24/2019 � DOOR STYLES DOOR TYPES � SHEET 14 NT5 14 NT5 � • � � xa� �xQ¢ F z3z� W � � z s �o� F F K¢�Q J� �F� Ci w r � W a�zm�RWYW�NF � , A oaWWz�S�Fzzz lJl ��oo¢������� }xW�� z���a� MIXED USE-ROOM FINISH SCHEDULE: � MIXED USE-ROOM FINISH SCHEDULE:� � a w�`0 z°F c c��� �=°cc°z� �-�°r LEVEL FOUR-RESIDENTIAL LEVEL ONE -PARKING GARAGE ~ z F z a��a��� � � Na�wzar�-�zp�F m,°z z 3 N Q�N�Q a z UNIT NO. ROOM TAG ROOM NAME BASE FLOOR WALLS CEILWG NOTES ROOM NO. ROOM NAME BASE FLOOR WALLS CEILWG NOTES �/ o¢F����Q�z 3� LL F'zw�c;cz�c�za UNIT 2A 401 KITCHEN 100 PARKWG AREA N/A CONC, N/A W a z¢a z�5: �p�o � ��g���QaFz�¢ w w�' o c t a W 402 LIVING ROOM 101 ELECTRICAL ROOM RUBBER CONC. 5/8"GYP.BD.(PNT) � v a.�Q W p a 3�Q x° O zxW��zz¢�w�''m 403 CLOSET 102 FIRE RISER ROOM RUBBER CONC. 5/8"GYP.BD.(PNT) O N o s F�o`w�.���F�c � o ��xwF�,tiwZ � ooW Qm��¢�,� 404 POWDER 103 UNIT STORAGE 1 RUBBER 5/8"GYP.BD.(PNT) � U �o���z��3 W w m �l o��a�a°�z�3=Z 405 STORAGE 104 UNIT STORAGE 2 RUBBER 5/8"GYP.BD.(PNT) w � z m a`'��c a z a z o �, FrmpF�z�,`�,'°az 406 MASTER SUITE 105 UNIT STORAGE 3 RUBBER 5/8"GYP.BD.(PNT) � ��o c��'a a¢F �„ �/� U a �w��Qz}��azz 407 MASTER BATH 106 UNIT STORAGE 4 RUBBER 5/8"GYP.BD.(PNT) i�/'1 W z�o z�Q��¢�°� Vl H �u�a�u>c¢°wz 408 WARDROBE 107 UNIT STORAGE 5 RUBBER 5/8"GYP.BD.(PNT) ~� x "o��x Q F���c� U m 4^O�2'U-����O UNIT 2B 409 KITCHEN 108 UNIT STORAGE 6 RUBBER 5/8"GYP.BD.(PNT) � F w c Q Q c��Y Q v� o�=w��v��¢~zz 410 LIVING ROOM 109 UNIT STORAGE 7 RUBBER 5/8"GYP.BD.(PNT) x 5>��°��u��Q�. � y�c v w a��a C�� 411 MECHANICAL 110 UNIT STORAGE 8 RUBBER 5/8"GYP.BD.(PNT) � `� " � z �' ��a�zcati°'�'�w � o� zwa mw�.�x 412 BEDROOM 111 TELECOM ROOM RUBBER 5/8"GYP.BD.(PNT) ,�-� z¢a�°z a w o N°z F 0.W K K r�]�.�C Q O w"'L J..1 413 CLOSET MIXED USE-ROOM FINISH SCHEDULE:� (7 w�c}i"z a F z°z�c u�F � a�'zo��3aw��,av 414 BATHROOM LEVEL TWO-RETAIL � z w w�w a a�Q z W�i � .¢-iaNa[F"-wzcx.^.¢��'�a7z 415 MASTER SUITE ROOM NO. ROOM NAME BASE FLOOR WALLS CEILWG NOTES � m�o z��°a�w��d �v�>°�a>c'�.,7~po z vx, U [-�-�¢�V¢�V��¢J ro 416 MASTER BATH 200 LOBBY WOOD(PNT GRADE) 5/8"GYP.BD.(PNT) 5/8"GYP.BD.(PNT) 417 WARDROBE 201 RETAIL/REST. N/A CONC. UNIT 2C 418 KITCHEN 202 VERANDA N/A CONC. 419 LIVING ROOM 203 TERRACE 1 N/A CONC. N/A N/A 420 POWDER 204 TERRACE 2 N/A CONC. N/A N/A 421 MECHANICAL MIXED USE-ROOM FINISH SCHEDULE: � 422 STORAGE LEVEL THREE -RESIDENTIAL 423 UTILITY UNIT NO. ROOM TAG ROOM NAME BASE FLOOR WALLS CEILING NOTES 424 MASTER SUITE UNIT 1A 301 KITCHEN WOOD(PNT GRADE) *HARD SURFACE 5/8"GYP.BD.(PNT) 5/8"GYP.BOARD 425 MASTER BATH 302 GREAT ROOM WOOD(PNT GRADE) 426 WARDROBE 303 MECHANICAL N/A UNIT 2D 427 LIVING ROOM 304 BEDROOM WOOD(PNT GRADE) 428 KITCHEN 305 BATH WOOD(PNT GRADE) 429 MECHANICAL 306 MASTER SUITE WOOD(PNT GRADE) 430 MASTER SUITE 307 MASTER BATH WOOD(PNT GRADE) 431 MASTER BATH 308 WARDROBE WOOD(PNT GRADE) 432 WARDROBE 309 BALCONY WOOD(PNT GRADE) 433 BEDROOM UNIT 1B 310 KITCHEN WOOD(PNT GRADE) �T1 434 BATHROOM � 311 GREAT ROOM WOOD(PNT GRADE) 435 CLOSET w UNIT 1E 436 LANDING 312 MECHANICAL N/A � 313 BEDROOM WOOD(PNT GRADE) � 437 MECHANICAL � � L/� 438 MASTER SUITE 314 CLOSET WOOD(PNT GRADE) � � � �� 439 MASTER BATH 315 BATH WOOD(PNT GRADE) '^ � ,� � C/1 � 316 MASTER SUITE WOOD(PNT GRADE) �T� 440 WARDROBE r"'�1 Q [�� 317 MASTER BATH WOOD(PNT GRADE) � � �/1� 441 BEDROOM � � � W� 318 WARDROBE WOOD(PNT GRADE) �� 442 BATHROOM � H �� UNIT 1C 319 KITCHEN WOOD(PNT GRADE) � ~J z O� 443 CLOSET 1 — COMMUNITY 444 HALLWAY 320 GREAT ROOM WOOD(PNT GRADE) O �U �Z 321 MECHANICAL N/A � � COMMUNITY 445 ELEVATOR LOBBY � � �� 322 BEDROOM WOOD(PNT GRADE) � � �� MAINTENANCE 446 MECHANICAL ROOM 323 BATH WOOD(PNT GRADE) � � MIXED USE-ROOM FINISH SCHEDULE: � 324 MASTER SUITE WOOD(PNT GRADE) � � LEVEL FIVE -RESIDENTIAL � � 325 MASTER BATH WOOD(PNT GRADE) UNIT NO. ROOM NO. ROOM NAME BASE FLOOR WALLS CEILING NOTES r—, 326 WARDROBE WOOD(PNT GRADE) w UNIT 2A 501 GAME ROOM WOOD 5/8"GYP.BOARD 5/8"GYP.BOARD UNIT 1D 327 GREAT ROOM WOOD(PNT GRADE) 502 BEDROOM 328 KITCHEN WOOD(PNT GRADE) 503 BATHROOM 329 MECHANICAL N/A 504 CLOSET 330 MASTER SUITE WOOD(PNT GRADE) 505 STORAGE 331 MASTER BATH WOOD(PNT GRADE) 506 MECHANICAL ROOM 332 WARDROBE WOOD(PNT GRADE) 507 BATHROOM 333 BEDROOM WOOD(PNT GRADE) UNIT 3B 508 KITCHEN 334 BATHROOM WOOD(PNT GRADE) 509 LIVING ROOM 335 CLOSET WOOD(PNT GRADE) 510 MECHANICAL UNIT 1E 336 FOYER WOOD(PNT GRADE) 511 BEDROOM 337 KITCHEN WOOD(PNT GRADE) 512 CLOSET 338 GREAT ROOM WOOD(PNT GRADE) 513 BATHROOM 339 BATH WOOD(PNT GRADE) 514 MASTER SUITE 340 BEDROOM WOOD(PNT GRADE) 515 MASTER BATH 341 CLOSET WOOD(PNT GRADE) 516 WARDROBE COMMUNITY 342 HALLWAY WOOD(PNT GRADE) UNIT 2C 517 GAMEROOM COMMUNITY 343 ELEVATOR LOBBY WOOD(PNT GRADE) �� 518 BEDROOM MAINTENANCE 344 MECHANICAL RUBBER 519 CLOSET 520 BATHROOM NOTEs: A R C H I T E C TS 4700 WESTGROVE DRIVE,STE.200 521 MECHANICAL 1. *OWNER TO MAKE FINAL ADDISON,TX 75001 PHONE:972-333-9455 522 PRIVATE TERRACE EMAIL:ralph@busharchitects.design EMAIL:jay@busharchitects.design EMAIL:butler@busharchiteds.design UNIT 1E 523 GAMEROOM PROJECT N0. 18-154 524 MECHANICAL 525 POWDER 1SSUE L�G DATE DESCRIPTION 09/04/ZOl COMMENTS COMMUNITY 527 COMMUNITY 10/24/201 PERMIT SET TERRACE MAINTENANCE 528 MECHANICAL COMMUNITY 529 HALLWAY COMMUNITY 530 ELEVATOR LOBBY (J� V..� MAINTENANCE 531 MECHANICAL ROOM J � SCALE � 1/4"=1'-0" w o, ROOM FINISH SCHEDULES = U � DATE A2.15 SCALE: NTS = 10/24/2019 � � z � SHEET o A2. 15 0 � W =aF (n N �x¢¢ F z3z� w c z s �o� ¢o z oz z w�wFza�� �z� CONTROL]OINTS NOTES: � �°�� ��o�z�� A6.01 a^ O� v,¢ oaWwz��u z ��,00Qx��,���W H� rxwd��'z�^Nx� 1. ALL CONTROL JOINTS MUST BE CONCEALED IN THEIR ENTIRETY. Q U 'F��c�°""°W° �-� � z°ooFa�o�cza �"°W z���z p°F 2. IN STUCCO, THE CONTROL JOINTS SHALL BE FILLED WITH REFERTOA8.01/OS � m x z�z a���`�� ��-Wo FOR FASCIA PROFILE a F w o w r���3� SEALANT. THE FINISH SHALL BE FLUSH ACROSS JOINT WITHOUT � °z¢F��z°��z� RAKING. SEALANT SHALL BE PAINTED W/ A LOW-SHEEN PAINT TO �z¢¢z���``a° MATCH ADJACENT STUCCO. � � N°G F�W Q a s a W¢ �� � � v 0.�w L p a 3�z�v w Z O zxW�wzza�w�"� i � � O N °zF�°u'w[-.-�'v�-iwz 3. IN STONE, THE CONTROL JOINTS SHALL BE CONCEALED UNDER LEVELS-T.O.PLATE � ' � � ' a°°���Q W�a�W MORTAR. �is.n� — — — � � � � . U � �°���00�3��� W �, w�- � LL � zW��'��cazaza i 3-1 O rr�, uym¢F�°z��c¢z 4. ALL CONTROL JOINT SPACING SHALL COMPLY MANUFACTURER S � RECOMMENDATIONS. - � v a¢ �c °J S-1 S-1 S-� WROUGHT IRON RAILING � o�o z Q¢��a�F� PLATFORM LEVEL � � ° "�¢��3�o�' CAST STONE TRIM �T, �����z a��w�� 710.04� — — � � w�z�F`oa�z�zu O F� F P�a D�Q D�� Q' ���UOO,y`i'�Q C]�O se se se H x ;Wo��Q�8��Q° LEVEL 4-T.OJ � o w��o ��o^��N ELEVATION LEGEND O 706.04� :. - ,:., -t� :-s- � -t' :-s-- tA _t- � � _i. - — — _t' • z :-s= -t� -t' �a z N;�z W m� i x z : i . i i _ �".i '+ i ? 1 . ' i i �+ FG va0�'w N � V� �, � • , � • � f �. VA, � � DECORATIVE IRON Q �_`W - -� t -i��� � �" �� -, s- ..� - MEDALLION � o�¢z N� m w�v�x - t- ^ t. �H t. A: ��r S: ;: t_ ,J: �� ^�: ;� f: �' �� = :.t: ;� r S: = N {� .s�S: A o�.t: �N.i:- . - G,z O�C;Z� �m Q Z S-1 STUCCO. PAINT: RESTRAINED GOLD SW 6129 CASTSTONETRIM _ - r _ - x x ; '- : ' - � - � '- x - t ; [ _ HI-� W���z¢�a Q �,F� � � �._' . .�.. y.;'. ��': µ�'. r .;.. .�_' �..' .{..� _�..� .�... .S • � W' F 0.W K K O 'S i x x ._r• - fi•' a i. .1 �W F-w`�'�¢r.vOF-�.`�.i .J� •4, - _ "'y. - ' y` w Q O�Du., STN-2 x �: y�z_i_;_�" ;�. ,.; ,_ - � ¢F¢u z���v¢z z a W � � S-2 S T U C C O. P A I N T: S V E L T E S A G E S W 6 1 6 4 ° w R o u�H T r R O N . , �'-r�t. . . - �, ¢a�z W a��- c W�z RAILING ��- �•-f� : •^ ' -7} -�au¢Fwzc'�.^.¢Fmc¢7z WROUGHT IRON RAILING a a E.�w�Q o.-p c��W Q NATURAL STONE. ENTRADA COBBLE BLEND, _ 'Y-��.`e -' f-= :,`�. :_,t-,- _ 0 ��r���>��o o z� � DECORATIVE IRON 7:-0 , _ v STN-1 STONE MOCKUP"A". CONTACT: BRAE MEDALLION U F�a��¢��r�¢�� _,` ;� . _t BARTON. BLACKSON BRICK. 817.814.3194 • 'x-; : -; WOOD CORBEL • . , CAST STONE TRIM LEVEL 3-T.OJ - ' ' � � STN-2 THIN CUT NATURAL STONE. ENTRADA 6gZ,gg� N — I y , ' ` ` ` . �^ ' T . � .� ,' COBBLE BLEND, STONE MOCKUP"A" � � >� •� �� � • • � � � 2 PIE E MI I N BARREL TILE B RAL , s , a��; tn ,� _• s i,�-i' .�~s�`—� '� i`�`;'`� �,' s , '�'; _i-��s � �, t �' '', . C SS O , O CAST STONE TRIM ' � }� ��� r '��• .J' t� ' r � � �� J� "� _ ' � � CL-1 ROOFING, PALERMO BLEND _ -_ ' `� _ t: . . . t._ f . �: , , f: t. . _ w000coRse� f —� N < ;� -; . . ~ � ' ^ . CAST STONE TRIM ;., STN-2 - ` -X^-q+•': £A �-�j - � CERAMIC TILE. REFER TO ARCHITECTURAL � _ _ '_ _ i ,-'; _ CT-1 DRAWINGS FOR PATTERS AND COLORS. � WROUGHTIRON '_. '� _;'_;-s ;_:-�' �'_i-i' RAILING _ ' - , _ ➢�.� . r t" -e� DECORATIVE IRON - ; ; — ; - MEDALLION , �.- - �. �j-. - �� � . "y WOOD CORBEL - - LEVEL 2-T.O.0 } - 679.72' o, CAST STONE TRIM _ L f.: . � _ { _ { . _ {I � , . _ t _ : � . . STN-1 ' .. � . : ; v ' A .,� a . A T . � � � � i � . - 1'� S 1 i 1 a ? 1_.i S7!•� 1.x 1 x 1 -I 1 li 1 1 Y 1 - LIGHT FIXTURE ,� _� _' t t As-�-.t -{ t` �� i _, :� _i �-t ' '-71-k�-i t t :� a - � ; : REFERTO - - •r L_ �r. _r. .'}j . le _r. r �' _ ELECTRICAL DWGS. � --�=}^ ��I in - M _ . ■ \ . x :S _ ' WROUGHT IRON - ' LIGHT FIXTURE.REFER TO 1 ; " A ; .'-`� I. '� : ELECTRICAL DWGS. RAILING � . r CAST STONE TRIM ": ' - ` ' " ` ' � { - �T 1 .7„ ' • .f" A_T� �. ..{-' .1 -' F���in+ STN-1 1 '1 L�T.OJ ..i� �. :� �i'_� t i� _ _� � t _�A,� . }' -�'_i z-i � �A-i t a ( � � t� �_i _ I, . i tµ � �T� 671.55' � r t ^ r ��-'- �T, t Y`�; - Fil �.� _ _� j � � ; _ a _ i_ : �' ;. { _ ,_ ? . _, � ,_. � �' -�7:J, � , y �F,:{i i � � � °p r t - -I-.fi-- � o` ' �r.. 7 STN-'! � a 1 r' .i �. .r-- � � \ t' � - s� , 1, s�_i - r-` sd , i., a , �r- s � � � ST -1. , 1 C/j _Z • ;.`( .�f-1 -; t^ '}-" ; t ' f , • ' (- ' -'� _{ �• t` -' -, t � ' ( +��;` - -' ...� �-� � rT� ��1 rn � r _� y � , �- '� ' _L `"''_.t' ��J..�._�i . ��`^ t +`^ L'��` a' ^� '"� ,I I � � w W 1^� _;" ' � _� �_�..'" ' > f( �^ '. r y[ > .". � �i � > > j i � IF _�. �1 �W �tiY•4{� 1 A A,�. j•` 1 �..q' l� 1` 1 ..'j � .A�.4 j'•� A .�•.9{ _�t��' �, � f.. ��`�` 1 � � � � i�.1 :_th i�z i: �� t: A� ta ��x i:' .�� t:' i�A j, i�x t: 3Az (:' ��x t: .t 1-z. ,', � ~ �� �FIN.GRADE WROUGHT IRON FENCE � W [� 661.SY 5' L/1 STAIR � � � �--I W 86.2%STONE MASONRY � � � �� � `� � ZwO 02 EAST E LEVATIO N � 13.8%STUCCO MASONRY � � � o z Q � o � A 5.0 1 S C A L E: 1 8 =1 —0 � � �� � H � m r , A6.01 I� � 06 L A8.02 � � W � LEVEL 5-T.O.PLATE 718.71' _ — — — — — — — ii� � T STONF�aP ~ S-� :i.� � ' �. N /�� STUCCO FINISH .i;�(�,- �' -;� .I.. " �'.�.� � .F A ,T'•_ x- CAST STONE TRIM 1__;t c��; _t' ? S 1 _;-�_ '�..i _i-i i t- r � -; �.�-'' S-1 . : ''o,_L ° '�r-t: _ : '�.r-'L: . _ . Y - �" _ - Y' [�i S-1 � WROUGHT IRON RAILING ^ } ' ^'A PLATFORM fi - �°{ '�^? LEVEL CAST STONE TRIM DECORATIVE IRON ' � ,-t A '' - �-f=}•' no.oa MEDALLION •� ���N � •s � r _� � ' DOQ POQ DOQ WOOD CORBEL - y - � .'''f � d � � � d LEVEL 4-T.OJ x- - �" ;.�_ 706.04' � — — . �..r �s— �- :." . � ., � CASTSTONETRIM ,-t�,i�iz''_ t . ��' -t ,i � S 1a' . t-} � t . +-�_x • � , :-� � ,t-} � , r�- — — O ' ; `� -i ; t -i , - STUCCO FINISH ST — — ,� _'r,- .. -s �... — . s�--r-..-�—t.' , ,T��'t , r� F i T_� r� i. , r_L-, µ�L_i .r -� � t _. S 1 -L r { � i {:_• i .{'L � { z � t i �L" _ WOOD CORBEL � r ' STN _, CAST STONE TRIM 1 ' ir_�u .�t � L s"� _�': -- � . _ .r '::T', {.: �` ,�� . , • , r • , T.. - • ( 1 ♦ .X i• :��4 7 , . .. ��e 7� - S 1 `-i A i r' a;': ' S"T a�;- - :�.� - STN-2 _ • • � _���_ �^�� . _ _ t- - WROUGHT IRON RAILING , ! r - � �. � � � � � � � � ; � � - t + � — - WROUGHT IRON RAILING 1 ' :� �'-�"': DECORATIVEIRON - ' . � � DECORATIVEIRON MEDALLION -t� • - � : } � _ MEDALLION WOOD CORBEL -' _ a x�; _ _'-•��a � - •'. ;; t: , ,�"r: , ;- t: , CAST STONE TRIM LEVEL 3-T.OJ - '-= - -- ' 692.88' - �T_�"��'�`. - . _ - - - { � �` A-`..q�'' • A ,�..4 f ` A Y.�-� � , .A Y.' . ,.. . . . .,� WOOD CORBEL � CAST STONE TRIM . -' �' i` ' � ' � • • ' STUCCO FINISH — — S 1 — — -{ t ��-� -{ �'` S� � � fi 1 t S_1 _ . }: — —�'.-r '---�� --r S -2 � :�S'�— :�; - r .i�-t: : •i-t: i�� : .i� - . � . . . . _ . :�-� - CAST STONE TRIM , � s - , - , - , - - - - � -S � � } f: '_ • � - ,A t �� � S-1 -fi- 1}" -�= .r- - � • _ - :�=--0 ;�_ ti- STN-2 _ _t",; x _ ' - _ - " WROUGHT IRON RAILING " � � . - A R C H I T E C T S • • • • • • . '� ��'N i r� . • • - Y - - WROUGHT IRON RAILING � _� DECORATIVEIRON � A '- • ' � - �-{=,- • DECORATIVEIRON MEDALLION '� � -�_ "-�",� _ ':x'"', _ ( � '1-� -� MEDALLION 4700 WESTGROVE DRIVE,STE.200 ^ - ^ ' ADDISON,TX 75001 WOOD CORBEL -t A -{ • -( . t � ' -t V 1' CAST STONE TRIM PHONE:972-333-9455 LEVEL2-T.O.0 '� --••?'"� �' _ `�'��r ��7 ` �� --.�-a � - � ,�� EMAIL:ralph@busharchitects.design 679J2' o+ EMAIL:jay@busharchitects.design ; �, � �, 'r �, .. - t ' r f.. � : � ., , : . , . . . . . - � - - . � . . . _ _ . . . . �- . �:: {- . f {-. . r_ .. . f_ . �-:'. . . �-� . r -( - f- . � p.. . . . f_ . EMAIL:butler@busharchiteds.design CAST STONE TRIM . _ _ . _ $ . . _ _ C� y ._ . y—� _ $ . _ $ $ _ $ _ - . , . $ 1 ' WOOD CORBEL .� y .. •� A. A Y a �A A.-VTAI�r A. A...{' A. .1� A.._.j-� .t .A.A... A. A ..1 A �` A.. A.A . A F .1' A. ..I. . 1 ' � y �".; , i":`, ?..;' � �� ' �"V. z..v� �`;` .�.`_� �'-.'` � '. 1' T „ i . z.'-" 7.'V^� I"; t '. 7 STN-'I � 1",; . STN:9';'. 7"Y' a :i a i a � a � a i � 1 i .i a i i � - a + .i S { a a i � I - PROJECT N0. 18-154 STN-1 �•-i _ ,x ,.x ,x _ i ,i ,.i. .-' •' -, ' t� (� i-�' - •-'' 1� STN-1 .� _ t` �� ...i t, '"�_�.i -IV -t� '�_a I` '�i t' t` '�_�'_ t` ( '�..i :�'. .'.� :-�=1a � �_il t r -; -r � �:�,s�. ' :��'�. i ._N�_' I I r .} _ -f,�}� ��-i �r -� r =1 - ISSUE LOG LIGHT FIXTURE REFER I I r "mt I I _ _�` �� I� � 1 ;,, TO ELECTRICAL DWGS. L.' r � t - DATE DESCRIPTION m •r r � r I I �! _ t" _ 09/04/2019 COMMENTS SANDSTONE CAP \ � . "�+`` � \ / � � \ / \ / _ � � � J _ t�z�: �.- _ � WROUGHT IRON RAILING .-t t CAST STONE TRIM 1�1/08/2019 CO STRUCTION SET }_ - } � � - } � � - A ' A .� ,. - ,. , / ` - ,. a - ,. I I -,.�' �� - ,�. _ , -,�_ _ 12/06/2019 CITY COMMENTS .t' .{• .I. T. f.' .�.' r. 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IN STUCCO, THE CONTROL JOINTS SHALL BE FILLED WITH =� ��°°°�-�-�W° �-� � z°ooFa�o`'�z} SEALANT. THE FINISH SHALL BE FLUSH ACROSS JOINT WITHOUT U ¢F z���-a-�°a a RAKING. SEALANT SHALL BE PAINTED W/ A LOW-SHEEN PAINT TO � �"��N a��,°z x W x z�zp `� � ��-�-woza�zFFcc MATCH ADJACENT STUCCO. oa¢xc�i>zoF�3x ' ' ` Fzw�c°z�c�zc i���S' 1 a',a¢4��Ci'� dcW7�p r i i i� i� ii ii d o_z z Q�F'z�z 3. IN STONE THE CONTROL JOINTS SHALL BE CONCEALED UNDER '���' ' � °` W W�°�°Q�°��Q � �� �, �, �0.�qW��a��xN MORTAR. � � � Z o �x�z�Wa��w�-� N z�-T�'��o o:�� / / � \ . . O OCf--.�O�w��N W C7 , - � � � , U v �°°°��Q����� 4. ALL CONTROL JOINT SPACING SHALL COMPLY MANUFACTURER'S � �°������a 3°z RECOMMENDATIONS. O � �l zW�FU��a�Qsp _ _ _ VEL 5-T.O.� U l o F�o a N o¢F z�m V p 718.71' �^ U}mQ��'¢¢mwaz � � �c Fwo'�'Qz}c�a'zc S1 W zc�icSd ¢w�a W cF ELEVATION LEGEND o : WROUGHTIRONRAILING _ � �" TV � z CAST STONE TRIM � ~ o o��x z a�¢W�� _ � '^ � m¢^opz��'���c S-� � \J/ x°o°¢z����c�i� � S-1 STUCCO. PAINT: RESTRAINED GOLD SW 6129 • • � � Q��P��' �'-ri i UOOy Y p Q NO WOOD SHUTTER � p W�w��v�o¢=c�o dOd �OG dOd S T N-2 � ampUw���ap�� � S-2 STUCCO. PAINT: SVELTE SAGE SW 6164 _ ^ _ �-� � �- LEVEL 4-T.O.] � o�Q z a c a ti�='L w _ - - 706.0� m�,ao�p�;�a��v� SSN-2 � z¢a� �WQ�, �-wwxxw,�¢°p�,�� NATURAL STONE. ENTRADA COBBLE BLEND, N � N x W W�z z a 3°z°z�c��= � STN-1 STONE MOCKUP"A". CONTACT: BRAE srN-z " casTSTONe C7 — � � BARTON. BLACKSON BRICK. 817.814.3194 - - TRiM � a F¢����-a�z N a W _�- THIN CUT NATURAL STONE. ENTRADA CASTSTONETRIM _ -- � a a U a F w z°¢z z'� � STN-Z ` ' CAST STONE P-i 0.�-�w a o c�c��w a a x x z w x w x¢��a v ORNAMENTAL O �,�r��,,>� �poz� COLUMN U ��¢mcci¢�cci��¢caim , _ _ _ �va°o�� �, ��,`'z � CL-1 2 PIECE MISSION BARREL TILE, BORAL � WROUGHTIRON RAILING _ WROUGHTIRON ROOFING, PALERMO BLEND RAILING DECORATIVEIRON � CERAMIC TILE. REFER TO ARCHITECTURAL CASTSTONETRIM — _ — _ — — — — — — — — MEDALLION CT-1 DRAWINGS FOR PATTERS AND COLORS. �eve�s-r.o.�� - - 692.88' N WOOD CORBEL - S-� STN-2 N STN-2 CAST STONE TRIM DECORATIVEIRON MEDALLION � ' � CAST STONE i� � = ORNAMENTAL = � - - - COLUMN - � WROUGHT IRON RAILING STN-2 - - CAST STONE TRIM CAST STONE TRIM ' � �`!�'d��rd��r+ �, � �,� � � � e� � � � , �d���rdo a � a ��iw'� ��!�d� o �� _ LEVEL2-T.O.� 5, — — i ��v�vbv�,�+'�+'�`� i ����,�qz+�+� i ��rv��,�+q�� `� 1'�"��-J������a�+'� -�`� ��a��a�+'�`�4�4' "�','�, �; "v�rvr��,�+qz+ - '�� _ �� i i i _ b� 679.72' WOOD CORBEL - _ STN-1 I I STN-1 STN-1 STN-1 STN-1 WROUGHT IRON RAILING LIGHT FIXTURE REFER - I I TO ELECTRICAL DWGS. CAST STONE TRIM - I I - in ' ' in CAST STONE CAP ' � ' M CAST STONE TRIM - - mt � � � ,*}, LIGHT FIXTURE '"� STN-1 _ I�I __ m � � � � REFER TO _ ` � a � � � �" ELECTRICAL DWGS. � f T 1 r—i STN-1 I I �/ �\ /� �\ ' STN-1 � Fil I — — _ _ T.O.� � � CAST PROFILE REFER I I I I I ' I I 671.55' � � � TO STRUCTURAL DWGS. — � L — _ — — � l �! I I CAST PROFILE EFER I I I I I � �{ W W' ` _ _ ° _ �I _ _ _ _ _ TO STRUCTU L DWG� I I � ~ � �[� RAILOIN6 T IRON I I I I I � W � W �� o� II II II Z � �� FIN.GRADE � � � W� 661.55' r� H O � 81.3%STONE MASONRY � O � O U � 18.7%STUCCO MASONRY � O r�� � Q F-a O p� H� 02 NORTH ELEVATION � � A5.02 SCALE: 1 8 =1 —0 � � � � o� � A6.01 � REFER TO A8.01/OS FOR FASCIA PROFILE � CAST STONE CAP i���, I �,�,' I� CAST STONE TRIM - , �� Y' � STN-2 � `-, � � � N — � WOOD SHUTTER �� I S-1 CAST STONE TRIM � �, CAST STONE TRIM CAST STONE TRIM STN-2 ` � CAST STONE TRIM -� WROUGHT IRON ' ' .� r' RAILING ��'��`-����i.,--�. . _ . _ g_� DECORATIVEIRO . MEDALLION " � ' �' ` � _ - _ - - - - - - - us `" N CAST STONE TRIM � CAST STONE TRIM ARCH ITECTS CAST STONE . .. �. � . � . 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IT IS RECOMMENDED THAT THE OWIVER OR BUILDER OBTAIN � � � 3 Z � �� �Z< A CATALONIAN VILLAGE COMPLETE ENGINEERING SERVICES,FOlJ1VDATION,HVAC,AND STRUCTURAL,BEFORE BEGINNING CONSTRUCTION OF ANY KIND.NOTE: � � � � I I � 3 3 C/� � O �� �N�m — ALL FEDERAL,STATE,AND LOCAL CODBS,ORDINANCBS,AND RESTRICTIONS TAKE PRECEDENCE OVER ANY PART OF THESB PLANS WHICH � � � � � � � � � � s��w�p � BLOCK N. MIXED USE MAY CONFLICT WITH SAME,AND MOST BE STRiCTLY OBEYED AND FOLLOWED BEFORE AND DURING CONSTRUCTION.THESE PLANS ARE � Q � � � f� � � vi G `xJ�T 7j�' COPYRiGHTED AND ARE SUBJECT TO COPYRIGHT PROTBCTION AS AN"ARCHITECTURAL WORK"UNDER SEC.102 OF THE COPYRIGHT ACT, W ~ � O "' N �^ �^�N � � TO VV 1 V OF WE STLA�1'. 17 U S O AS AMENDED DECEMBER 1990 AND KNOWN AS ARCHiTECTORAL WORKS COPYRIGHT PROTECTION ACT OF 1990 THE /'\ � n 1° �1 �/"�J 7� � �7�� PROTECTION INCWDES BOT IS NOT LIMITED TO THE OVERALL FORM AS WELL AS THE ARRANGEMENT AND COMPOSITION OF SPACES � O ���1 � �'� m ` ' TARI\C"1NT CO V 1 V TY� TEXAS AND ELEMENTS OF THE DESIGN.UNDER SUCH PROTECTION,UNAUTHORIZED USE OF THESE PLANS,WORK OR HOME REPRESENTED, � ��� o � CAN LEGALLY RESULT IN THE CESSATION OF CONSTRUCTION OR BUILDINGS BEING SEIZED AND/OR MONETARY COMPENSATION TO � � BUSH ARCHITECTS,LLC � � 0 0 � � I N � O � O Z L� U W � � � � W C' m W N � � W X � Q � a � � z w w Y a J H � W � us ARCH ITECTS ' SHEET INDEX No. Sheet Title BUSH ARCHITECTS C1 COVER SHEET 4700 WESTGROVE DRIVE. SUITE 200 ADDISON, TEXAS 75001 C2 REPLAT �' TEL: 469.857.3151 C3 KEY MAP � o CONTACT: MYLON CHAMBERS C4 SITE PLAN U " C5 GENERAL NOTES � a � C6 (V I rn C7 " �g GRADING PLAN � N � 0 C TO B E R 2 019 �g WATER, STORM, DUCTBANK & SEWER PLAN � C10 EROSION CONTROL PLAN � 3 W - � - C11 STREET LIGHTING PLAN > 0 U I J DEVELOPER: TROPHY CLUB w � o � Y � � J � CENTURION AMERICAN y����- J �R���`����G���� �Bog JAMES 0 1800 VALLEY VIEW LANE, SUITE 300 �� Medlin MEqO� ��, a � Cemetery Golf y W � FARMERS BRANCH, TEXAS 75234 �R�S'� � �0 Course � a o N � SJNS��fFtOPHY G� y FAlhy�,q SEMINOLE �-� � � o ��,a9 �P �i�q�r J= = o � j F� p 7�p F FRESHMEADO`N mQ m N Q � 114 \ G� �� rU� �� 1NVERNESS a x I � W N � � ��m � I Q I �o � y J � WESTLAKE � � �INVERNE � a, MOORELAND � 0�� �� o Fn� eer�nq. pe�e..�pment. Con:!r.,c:�er O +� U 7 N KMG c 0 o' DEVELOPER: Q 114 � o �o � ��Jo The Mooreland Funds Q SOLqNq o Mooreland Development � �r ° 1800 VALLEY VIEW LANE, SUITE 300 �`�� � DOVE ROAD C'i�s� � FARMERS BRANCH, TEXAS 75234 = ��TF BGE, Inc. � TEL: 214.287.9009 � CONTACT: MIKE BEATY ���w��°a Q = 2595 Dallas Pkwy., Suite 204, Frisco, TX 75034 J � = Tel: 972-464-4800 • www.bgeinc.com Z � TBPE Registration No. F-1046 � VICINITY MAP 0 � � (NOT TO SCALE) � � � 0 a� � ,°.-�' '� � �I � � i o � � � � � � wl a� � � � 0 m 3 � � THESE PLANS ARE ISSUED FOR � � , ' THE PURPOSE OF PRELIMINARY � •� REVIEW AND ARE NOT INTENDED " ��� FOR CONSTRUCTION. � o WHEN ISSUED IN Y o -� FINAL FORM THEY WILL BE � ° ;�;�' TOWN OF WESTLAKE SEALED, SIGNED AND DATED. 0 U � 1500 SOLANA BLVD RESPONSIBLE ENGINEER: TOWN OF WESTLAKE FSUITE 7200 TEXAS REGIST RED ENGINEERING �, WESTLAKE TEXAS 76262 FIRM F-1046 � TEL: 817-430-0941 JASON A. FREY, P.E. APROVED o TEXAS REGISTRATION N0. 88485 � OCTOBER 23, 2019 TI TLE i U� Z a� w a DATE c�� m � � � � � � - - ' OWNER'S CERTIFICATION /� � � � �� ' I , � / / / / \ � � � Lot 1, Block N, WESTLAKE ENTRADA, an addition to the Town of Westlake according to the plat thereof recorded under LINE TABLE / / � / 1 1 ,632 SQ. FT. �-. Instrument No. D216027206, Real Property Records, Tarrant County, Texas. � - / / _1 ^ NUMBER BEARING DISTANCE / � � - / OWNER'S DEDICATION � LOT 1 R, BLOCK 0 I / Sti ,,4 L1 N 18'14'25" E 13.33' � , 1 / N � / // � / / NOW, THEREFORE, KNOW ALL PERSONS BY THESE PRESENTS: p L2 S 71°27'20" E 23.43' L3 S 00°00'QO" E 25.02' � �� � / \ / / / That BG FOX, LLC, does hereby adopt this Plat, designating the herein above described property as REPLAT OF LOT 1, BLOCK / � � � / N, WESTLAKE ENTRADA, an addition to the Town of Westlake, Tarrant County, Texas. The easements thereon are hereby PROJECT LOCATION L4 N 89'S8'S7" W 49.50' / � WESTLAKE ENTRADA / \ � / � reserved for the purposes indicated, and in accordance with the easement documents filed with the Town of Westlake and L5 N 31°32'00" W 18.01' � / (INST. N0. D218071847) � _ � � / Tarrant County. The utility and fire lane easements shall be open to fire and police units, garbage and rubbish collection agencies and the public and private utilities for which the easement is reserved, and as specifically approved by the Town of L6 N 18'14'25" E 15.53' � �/ (P R.T.C.T.)� \ � Westlake for the use of a particular easement. The maintenance of paving or any other surface on the utility and fire lane m 5o`P�PB�VD �' � \ � J � easements is the sole responsibility of the property owner. No buildings, or other permanent improvements shall be constructed, � CURVE TABLE / � �v �WL ENTRADA BUILDING, LLC � / . reconstructed or placed upon, over or across the easements as shown. Said easements being hereby reserved for use and o � p: O � (INST. N0. D218137177) , -� _ � / accommodation of all public utilities for which the easement is reserved, and as specifically approved by the town of Westlake. NUMBER DELTA RADIUS CHORD CHORD ARC � �Q�J (D.R.T.C.T.) / Any public utility for which the easement is reserved, and as specifically approved by the Town of Westlake to use a particular BEARIrvG D�ST,4rvCE LENGTH � � � � / / easement shall have the right to remove and keep removed all or part of any buildings or other improvements which in any way VICINITY MAP C1 22°39'01" 30.00' N 82°43'S7" W 11.78' 11.86' � / � � � may endanger or interfere with the construction, maintenance, or efficiency of its system in the easement and that public utility � �/� � � ! , � shall at all times have full right of ingress and egress upon the easement for the purpose of constructing, reconstructing, (NOT TO SCALE) C2 71'27'20" 30.Oo' S 35'43'40" E 35.04' 37.41' / / i inspecting, patrolling, and maintaining and adding to or removing all or part of its system, subject to complying with all ordinances, / / � / 10'x10' WATER ESMT. i C3 90°01'03" 39.00' S 45°00'31" W 55.16' 61.27' �C O (INST. N0. D216027206) S � - - - rules, regulations and resolutions of the Town of Westlake, Texas, and in accordance with the easement documents filed with the / / �� \ /� (P.R.T.C.T.) / � � 42 001 SQ. FT Town of Westlake and Tarrant County. The Town of Westlake, Texas, and the public utility shall have the right of ingress and C4 12°46'57" 112.67' S 83°36'32" W 25.08' 25.14' � WATER ESMT. / ° egress to private property for the purpose of reading meters, maintenance and service required or ordinarily performed by that (INST. N0. D218071847) �j. / utility. No generic "U.E.S." (utility easements) will be allowed. No easement will be allowed by separate instrument without C5 18'45'17" 172.67' S 67'S0'38" W 56.27' 56.52' / �� � \\ (P.R.T.C.T.) � � o� / LOT � , BLOCK P written approval by the Town of Westlake. C6 5°03'53" 1466.56' N 21°01'28" E 129.60' 129.64' � / // / \ �/ � s' LIGHT AND DUCT BANK ESMT. � s��^`�' � WESTLAKE ENTRADA � \ / � (INST. N0. D216027206) � �N � / � � (P.R.T.C.T.) O o �o -� Notwithstanding anything to the contrary in this Plat, the owners, for themselves and their successors and assigns, reserve and O , � ,�� (INST. N0. D218140387) � N �• � retain the right to grant other rights and easements across, over or under the easement tract(s) to such other persons as the � � � � � � �c�� ��• �P.R.T.C.T.� owners deem proper, provided such other grants are subject to the easements to the Town of Westlake granted in the easement /� � � � documents, and the uses granted do not materially interfere with the use of said easements by the Town of Westlake for the o �0 2o ao � �� �� � Q- � ��. G'Q `�'�,'�� I MRW INVESTORS, LLC purposes set forth herein and the Town approves said additional easements or additional uses in writing. Any damages to � � �qR�qe • \QAi �� (INST. N0. D216147255) facilities located in said easements as a result of the use granted to such other person shall be promptly repaired by such other SCALE: 1" = 20' �F ir� s� LIGHTING, DUCT BANK, person, and the Town of Westlake shall have no responsibility for any damage to such other person's facilities in connection with O C� (�NSj\w��T\ I TRI-COUNTY, AND ATMOS ESMT. �D.R.T.C.T.� � � � � N�• p R��HT\ \ (INST. N0. D218140387) the use of said easement by the Town of Westlake. 2 J OF q Y (P.R.T.C.T.) � TRI-COUNTY ESMT. Q � � 2 (p'R•T C.�2�2pg� w \ \ \ (INST. N0. D218140387) In addition, notwithstanding anything to the contrary in this Plat, the owners, and their successors and assigns, may use the , 3� / / / � � ` � � (P.R.T.C.T.) easement tract(s) identified in the easement documents, and shown within the boundaries of the platted property for paving, � oi � S ��.2' \ � - � - - - - - - pedestrian walkway, parking, landscaping and aerial improvement purposes (the "improvements"), which do not materially ' „ � -� _ interfere with or prevent the use by the Town of Westlake of said easements for the purposes set forth herein. Any damages to J� � / / / 2� E � facilities located in the easements identified on the platted property as a result of such uses shall be promptly repaired by the � � � � ��8 8'� \ then-current owner of the platted property that caused such damage, and the Town of Westlake shall have no responsibility for 0 Q / � � any damages to the improvements in connection with the use of said easements by the Town of Westlake. m � � / � LEGEND � � / / � That the undersigned does hereby dedicate to the Town of Westlake, in fee simple, to the public in perpetuity forever, the streets D.R.T.C.T. DEED RECORDS,TARRANT COUNTY,TEXAS � m / and alleys shown thereon. The streets and alleys are dedicated for public purposes. ESMT. EasEMENT �` � / � - _ INST. INSTRUMENT �� = Q p - This plat is approved subject to all platting ordinances, rules, regulations and resolutions of the Town of Westlake, TeXaS. NO. NUMBER � / / Q �V HATCHED AREA TO BE � � - � PG. PAGE ���Q ^ ABANDONED - � Witness my hand this the day of , 20 Q / � O Ory BY THIS PLAT N P.R.T.C.T. PLAT RECORDS,TARRANT COUNTY,TEXAS / �� _ �O � UGHT ESMT. � I SQ. FT. SQUARE FEET � � � �' 16,387 SQ. FT. 8.05� � �v a`� �-' (0.376 ACRES) (INST. N0. D216027206) E (P.R.T.C.T.) / � Cp � � By: BG FOX, LLC � AREAS TO BE ABANDONED BY THIS PLAT � � � �S= Q' LOT 1 , BLOCK N � a Texas limited partnership �� � 10' WATER ESMT. � � � �. WESTLAKE ENTRADA (INST. N0. D216027206) I _ � (INST. N0. D216027206) �P•R.T.C.T.) / M �� / � � By: Printed Title: / � V (P.R.T.C.T.) 15' DRAINAGE ESMT. J Q li �� / / (INST. N0. D216027206) � � U � � i N Printed Name: (P.R.T.C.T.) / / BG FOX, LLC TO BE ABANDONED BY THIS PLAT \ � _ � � � (INST. N0. D217204553) � Q � �a � �/ � � (D.R.T.C.T.) I � � STATE OF TEXAS § / � �,y� S �2•os, `V z COUNTY OF § � �y�� / ��ry / .-, � � \.\8"F " / ,�,� / ����.� / � cr�� � � � BEFORE ME, the undersigned a Notary Public, in and for The State of Texas, on this day personally ~v^ry 3�N� ^ry � � � HATCHED AREA TO BE � o �'-� � °�o� � ���� � � ABANDONED appeared known to me to be the person and officer whose name is subscribed to the foregoing �^¢� ��° �O � � • / � io' ELECTRIC ESMT. BY THIS PLAT 1 .292 ACRES instrument, and acknowledged to me that he executed the same for the purposes and considerations therein expressed and in �°i� �• �.=�n N �q� (INST. N0. D216027206) / �'v.� � / ^ �" / �V �ry/� "�/ �'-� �M SANITARYRSEWER EISMT �P•R.T.C.T.) � �\ G� I tll2 CapaClty tIl2P@ICl Stat@CI. / �G� �O t�� y4 �,s' (INST. NO. D216027206) �I - � N 84'57'48� E 143.02' C� � _ � � _ � � � LOT 1 , BLOCK M GIVEN UNDER MY HAND AND SEAL OF OFFICE, this the da of 20 QJ� � _ � h �� /M -(P.R�T.C.T.) � � � � 21�� Y � � � � �. �,N� �h _ �_ - WESTLAKE ENTRADA � �� � � � `�m /� o / � � _/ �,� �� �32o C4 L4 (INST. N0. D216027206) � � / / (P.R.T.C.T.) Notary Public, State of Texas � / / � s� � G� - _ � �. , CADG FORREST LANE 6, LLC � � / � � �� � I SURVEYOR S CERTIFICATE o / / / (INST. N0. D217129635) � I (D.R.T.C.T.) KNOW ALL MEN BY THESE PRESENTS: � / 10'x10' WATER ESMT. � �� � � / (INST. NO. D216027206) ' That I, David F. McCullah, do hereby certify that I prepared this Plat and the field notes made a part thereof from an actual and / (P.R.T.C.T.) � � / / �o' ELECTRIC ESMT. � accurate survey of the land and that the corner monuments shown thereon were properly placed under my personal supervision, � / / (INST. N0. D216027206) � / / (P.R.T.C.T.) � in accordance with the Subdivision regulations of the Town of Westlake, Texas. Y� > I 15' DRAINAGE ESMT. \ \ 1 / � / \ / I (INST. NO. D216027206) Dated this the 1th day of October, 2019. m / / / � �/ I �P.R.T.C.T.) / � � / / ��� I � / � �,�� 6� I 8,269 SQ. FT. � O / F��,So�ti° � � J _ \ � / E 0 F T o / � � � 5�0�o�o�G� / - - - I LOT 2, BLOCK N r��P��srE,p o;�-q Q� � / � / ��'�`�5���`� � I WESTLAKE ENTRADA �' � � David F. McCullah •*'••••••��, •• w � � / (INST. N0. D216027206) � g y �Cj v: z � � I Texas Re istered Professional Land Surve or No. 4023 ... ........�... J / / / / � 10' WATER ESMT. (P.R.T.C.T.> / r,� ��9��FESS���.•y0� . •'(' P• � (INST. NO. D216027206) I � v �•S U R�� � / / / / / � (D.R.T.C.T.) 1 M � CADG FORREST LANE 6, LLC / ' � / � , 1 .218 ACRES � (INST. N0. D217129635) STATE OF TEXAS § o � / � / � (D.R.T.C.T.) � § M COUNTY OF Q� / � � LOT 3 BLOCK N � � � � BEFORE ME, the undersigned, a Notary Public, in and for The State of Texas, on this day personally appeared David F. �i / � � � � WESTLAKE ENTRADA � � McCullah, known to me to be the person and officer whose name is subscribed to the foregoing instrument, and acknowledged to o � � � � (INST. N0. D216027206) � s' WALL MAINTENANCE ESMT. / me that he executed the same for the purposes and considerations therein expressed and in the capacity therein stated. � / � � � (INST. N0. D216027206) z � / / � (P.R.T.C.T.) (P.R.T.C.T.) � GIVEN UNDER MY HAND AND SEAL OF OFFICE, this the day of , 20 � � � I � \ \ SAND PHARMACY WESTLAKE 10881 LLC � � REPLAT � / � cn I I (INST. N0. D217245875) � / / i \ OF � � (D.R.T.C.T.) � � � ,o' WATER ESMT. \ , y W E S T L A K E E N T RA D A °' i I INST. N0. D216027206) Notar Public, State of Texas � / I I �D.R.T.C.T.) / � LOT 1 , BLOCK N z o GENERALNOTES BEING 16,387 SQUARE FEET 00 IN THE WILLIAM H. PEA SURVEY, ABSTRACT NO. 1246 � 1. Basis of bearing, horizontal and vertical position derived from the Texas WDS RTK Network-Texas State Plane Coordinate � System, NAD83, North Central Zone (4202). TOWN OF WESTLAKE, TARRANT COUNTY, TEXAS � OCTOBER 2019 w 2. No floodplain exists on this site. � `Y' BGE Inc. N 3. Selling a portion of this property by metes and bounds is a violation of the Town Ordinance and State Law and is subject to � � � fines and withholding of utilities and building permits. �WNER . = 2595 Dallas Parkway, Suite 101, Frisco, TX 75034 � � Tel: 972-464-4800 • www.bgeinc.com � 4. No generic"U.E.s" (utility easements)will be allowed. No easement will be allowed by separate instrument without written BG FOX, LLC � TBPLS Licensed Surveying Firm No. 10193953 � Co ri ht 2019 ; approval by the Town of Westlake. 29 ain t, te O pY 9 � Grapevine, TX 76051 a� �0 5. Unless otherwised noted, all boundary corners & lot corners are 5/8" iron rod set with yellow cap stamped "BGE". a Contact: David McCullah Z Telephone: (972)464-4839 • Email:dmccullah@bgeinc.com X � Project No. 1234-56�JAL/DFM C7 TROPHY CLUB o o � � J �O O �� J ���F' CRE�'���G�"c �BOB JAMES �v`' Medlin MEqO� �� � � e�R�5�,5�� Cemete�0 Golf ` Y � ��, Course � J o - S�N TROPHY 2 FAlgy SEMINOLE -� � _ �' �i �P �(C q r w � � � 114 ���9 Go� �'O�,�cr FRESN MEADO`i'� ma Z N Q a x v� � s'�G N �� �NVERNESS I W \ � �o��� J Y � i y � � BGE, InC. WESTLAKE � � c� INVERNE � 2595 Dallas Parkway, Suite 204 ���� ��, � Frisco, TX 75034 0 � Tel: 972-464-4800 • www.bgeinc.com TBPE Registration No. F-1046 K�"� Contact: Jason Frey o Tel: 972-464-4821 � 114 Copyright 2017 �n e�-� Q SOLqNq 0 ��r �to DOVE ROAD C'��s,� 9 _ ��TF ��Oa (Vn ��t� Q N VICINITY MAP - ` - STATF y�� (NOT TO SCALE) DEVELOPER CENTURION AMERICAN � 1800 Valley View Lane, Suite 300 � �\ � Farmers Branch, TX 75234 / � � � � Contact: Michael Beaty /l� ��� RRq J Tel: 214-287-9009 / / / ` / � � , A , � , MOORELAND �// � /// w wGO_` ` S�qT�y En.Jin�or��� . C��vela�m�,�t � •�u�:[r.�ct�cn ��♦ �� �� � O � / P r, � � ��4 m/ �� �° \ � y � � o� / �� � � w � X ��R� SITE % -�� � C � � 0 � � °�q —�` _ ��02 Q � � � � � � , � � �, � c� Z � � �� I , � \ B DRILL - � � � Z � � Z � � � 1 Z❑NE ` �—o o � S,� Horizontal Scale: N.T.S. � � ' ` � � � o� - qlFy� V � l� �Q�� O� { � � `T�AR�GONA I U � Q Q �, M � -�,� � o O w � r ; �� � � e � z J w J � Q � ; I � \ V .6 � � ` U � L.L � � `Y' � rn � // \ � Q � c� � Qa Q � / / /� \ � �� w ^ z � � � Y a � `^ � Z � � �/ / ��� � ~ � � z J � � � I � �P�'�N � � / \ �� a O � ~ � m c! N �� 5 � PR �___,�� , � �, � I � �-'� e � � �� � Z O � w o � � � � �� p w � " � \ � � • �- ' �= �� \ � J � �� �� � �o� �,� ��, � � L ��� � � � � �� `'\ `; � �� � � 0 o � � �' �� �� l , � � ��,' , Q �� � � ���� �� ` H \'�° \ � w � � � � V�` � \ � • ��'���� ��, '9 � � � U o Q � A�� � \ � � • � ���, oti� � � � � � � J � �� � � / I��;� � � Q v�� � � � � \\ • p �� � THESE PLANS ARE ISSUED FOR o \\\ � V ' , ��S � � \ THE PURPOSE OF PRELIMINARY o \\r _ . . � OQ� � REVIEW AND ARE NOT INTENDED � � ��p K \ � FOR CONSTRUCTION. � �\ � ° o C ° �, � �� \ WHEN ISSUED IN m \ � C� r � � � � FINAL FORM THEY WILL BE e o \ ,� \� ��► - .�o =" � � SEALED, SIGNED AND DATED. � � �\ � � G • ��� � � ° � \ o • N E 0 '�, 'v, � � Z � �� — — — — — RESPONSIBLE ENGINEER: o � � �� BGE, INC. i �� � � • <<� `, TEXAS REGISTERED ENGINEERING � � T .L `� ,'��;<� FIRM F-1046 N 1\) II �I ��; TEXASJRE�S RA ION NOE88485 o � � � II I 1 y . �O� D �i�\ OCTOBER 23, 2019 o � _ �� � oII �1I � 2 �yN � � CAUTION � � _ �� � � � � &�Depth�of tEx st �Facllities Pr or� to � �� • any Construction Activities � � \ � • I �AUTIDN III o \ `� � � �� �� � CONTACT: 1-800—DIG—TESS � \� �� HouRs PRioR To coNsrRucTioN M \ tt �' � �5 i \� �\ i �Q�� REVISIONS � \\� ��\ �' REV N0. DATE DESCRIPTION � \\a y \\ \� X � \\ \\ Q O J Y �.� � �� � i o ,� m �y � � � �� � LEGEND 'v� T ��o DRAWN BY: o � � \ �� 0 �, \ � \ �� A BLOCK NAME CHECKED BY: i � ° � \ � � ° �\ ��\ DATE: � \ \ °� �\ \ . �; � o \\ \�� PROJECT NUMBER. � � \ `� Y ° \\ R � � Sheet No. o � p �\ � � N KEY MAP `` GRANADA \\tt �\ i \ w \ \ � \ � \ i \ � \\ II � Z \ a C3 : � U �' \ \ .� Z� �� �� � � sHEET C3 oF c�o ma / / / I �� / TROPHY CLUB o o � � � I � � " � � // ��F' J CRE�'����o G�"��� c�—i BOB JAMES � � � / � �� , �v`'� Medlin MEqO�� � �� � Q a � / I / 5�,,� Cemetery Golf �" � / I / _ OF.R N5�'( 0 < � v / Course a o / / // / S TROPHY G���2�9 \P ���dycr SEMINOLE J= T= o � - U � � � /� '� � ��4 �� Go� ��p,� r�RES�MEADO`N mw z �tn � � �� � � � � s'�G � �� �NVERNESS a '� I W �� � � ���'i�� \ /�� � � � � �`��� � � Q ' � � � I � � / � � m i y � BGE, I11C. / ° '/ � I I � _ _ _ � � ' / WESTLAKE � � � INVERNE � 2595 Dallas Parkway, Suite 204 �� ' �'� � �� ;�� � � '� ���� �, p Frisco, TX 75034 � �; � �% � Tel: 972-464-4800 • www.bgeinc.com � / � � � , � � B ��� K � ,' � ��� TBPE Registration No. F-1046 � � ,� � / . � ��� � � K�"� Contact: Jason Frey �: �i . i 'w.°�x �o LOT 1 R '�� , -' o ��4 � Tel: 972-464-4821 o Copyright 2017 � / e� , , � ,�� �� ` � _—_� , __ / N �. ' 6' UGHT ;%� � —'�-- — — o SOLANA �� � ESMT & ���� � / % J ��o�r � D.B. - G � � � DOVE ROAD C'�s, � � � � / � '�- � �'� � � � � � � B �OCK P = `��� � o �F � � , � � � � , a � �, � � -� a ,� � � � � ' �OT 1 ,�,<��°° � � � � � � � a a , � � � , a � N � ° a � a \ � / ° \ ii. .�i . i � � a � � , � / ���� ,,' VICINITY MAP - ` � - � �� � �� (NOT TO SCALE) �� ��/ � ° �� ° ° a � o � � � ' s' ���HT DEVELOPER � � ��� � a � � �./� � ESMT �' �o' x 20' CENTURION AMERICAN �� �% � �� � a D.B. TR/. COUNTY 1800 Valley View Lane, Suite 300 � . �/.._ i ° � I E�E c. E S M T ❑V E R A L L L E G E N D " Farmers Branch, TX 75234 - � ' / / �� - _ / / / � . _ - FH Contact: Michael Beaty / ,, ., ; / / - PROPOSED FIRE HYDRANT Te1: 214-287-9009 ,� � �� , � / : ���.,� � � ��� \ O �� �� � / , � --- a a a a � S�H PROPOSED SANITARY / �\ � � � � _� / �/ � \, , � a _ � — a 'J ,� �----_= MANHOLE � � - MOORELAND � , r , �,�. _ — — , —� — a a a � �i ��� � � �,�� a � �— -- -- � \ ° a a O -� � — PROPOSED STORM INLET / ,/ / / ` a a ° 4 a a � J En.Jin�or��� . C��vela�m�,�t � •�u�:[r.�ct�cn a a a a � � � I � . � � ° a° � a 8 a d � ° � -- �p PROPOSED STREET LIGHT _ . a _ -- � � EXISTING TRANSFORMER � � ; 1 � / ' � a �_ = � / I�// / , � � �� � — — /, LS PROPOSED LANDSCAPE Q Q / � . � i" ` � � _ — w 20 PUBL/C ACCESS � � � � � � B LO C K N �P - -- ���- � EXISTING STREET LIGHT � 0 � & UT/L/TY ESMT. �� �� ' aa l �I �j — Q Q / / � LOT � __ --� EXISTING GAS METER � � � a / 3' L/GHT __ _ _ _ -- -- Horizontal Scale: 1" = 10' / ESMT — - � �� 1 Q , g g g S � EXISTING ELECTRIC MANHOLE U Z � � / TO BE - — �� Q �� �� �_�� � � R ETA I L �F E = 6 71 . 5 5 ' � ��� �� � �'' ��� o' �o' zo' ExisTiNc sicN Z � � Z u� o / MOD/F/ED) , ��N � W (� � , �� � v // / � � — 10 X 1 — I �J � EXISTING FIRE HYDRANT � ~ � � ~ � � � , GARAGE FFE — 661 . 55 ' wE , � v � Q / � � I PORTION OF EASEMENT � O Q /� �� ��� � /� � ' , _ �II � TO BE ABANDONED Z �J � � W � � � � � �� ° � l � >0' ELEC 15 D.E. � �� I Q m W � � c� � (TO BE I O � �� �� l' /l ESMT ABANDONED) \ /� � �I � � z � � � w N / � ELEC �� uJ � � � Q � J zQ �� // /� � ESMT �C�, _ � � I I PROPOSED PARK/NG NOTES: Q Q J � � uJ � ; � � / � � �`� 1. ALL WESTLAKE ENTRADA INFRASTRUCTURE ASSUMED AS J � � m � Q / ;; � I I (3 SPACES� EXISTING FOR THIS PLAN SET Z O W � � � / ' � � I � 2. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS O w W N � � � , � � � I OTHERWISE NOTED � � J � \ � LL � � � � / 15 TCMUD ;' l � II jl — — � � � � O � � � � � �WA TER ESMT� / II II �� � ., �; / / � _ _ � - - - , G II z � Z � // // „ ° � �� � f j � � _ _ — — — — — — — � I � BM1 — "❑" Cut found on top of cufi at the south median nose approximately w � � � U o / - - ?,- - -',i— I 691 feet southeast of the intersection of Solana Blvd. and Davis Blvd. U 0 �, / / / / / — � — %� — \ I I • Elev. 668.963' � � � �� �� � �� i ��� � L3 �, s cicHr Z � / � ESMT & D.B. � I BM2 — "❑" Cut found on top of curb in the west turn lane median at the � � % � � � � THESE PLANS ARE ISSUED FOR � / °, � � r � intersection of Davis Blvd. and Hwy 114 approximately 38 feet west of the THE PURPOSE OF PRELIMINARY `i ,� � � � (/.4R/ABLE � � B L 0 C K M centerline of Davis Blvd. and 8 feet southwest of traffic signal pole on J � a ° � � � � southwest comer of intersection. REVIEW AND ARE NOT INTENDED / S.S.E. I � FOR CONSTRUCTION. Y �� � ,,� �� � (TO BE MOD/F/ED� �' �� � ��� Elev. 667.93 � � � LOT � WHEN ISSUED IN � � �_� / � FINAL FORM THEY WILL BE � � ; � � \ �� %/' /' TBM1 — ❑ Cut in median nose located N 700 feet southeast of intersection of Davi SEALED, SIGNED AND DATED. --- u n � � ��° � � PROPOSED PARK/NG � �� � � ��� � � � Blvd. and Dove Road. Elev. 668.96 f/ / N � 4�/ (7 SPACES� \ I I � �`� TBM2 — "❑° Cut in median nose at intersection of Davis Blvd. and Bull Wa RESPONSIBLE ENGINEER: � �� � / �� �� 10' ELEC � ,� � Y• BGE, iNc. a Elev. 679.58 TEXAS REGISTERED ENGINEERING � �' %-'a / ���� ;; � � ESMT � y � � �� /�� PROPOSED PARK/NG FiRM F-�o46 N � / / / � �I / JASON A. FREY, P.E. � �/ a 25�' F/RE LANE / �---� \ �' ' � (4 SPACES� TEXAS REGISTRATION N0. 88485 � / / � 'S, OCTOBER 23, 2019 � � 10' X 10' � _ - - - - - - / / o � ° � � � ' LINE TABLE CAUTION a /� �'�!E. I D.E. � ' � � � � � � o � � / / LINE LENGTH BEARING :� � Contractor to Verify exact location � / I / / L1 108.805 S71' 27' 20.00"E & Depth of Exist Facilitles Prior to � a � �� � ' � � any Construction Activities L2 25.024 SO° 00' 00.00"E � � � , � WALL MA/NTENANCE �i� � MINIMUM � OF UNIT SIZE UNIT SIZE TOTAL � OF / ESMT. CAUTION � ��i � BEDROOMS PER � � � o a � ,� � ` �/ � M I N I M U M AVERAG E U N ITS TOTAL L3 49.499 N89° 5$' 57.09��w �oNTA�T_ ,-800-o��-TESS � / � � � � LO� f\ I V / U N IT L4 18.003 N31' 32' 00.45"W �18 HOURS PRIOR TO CONSTRUCTION \ � L5 15.530 N18° 14' 24.63"E � - / / �� / / � � � �� � ���. � LOT 2 1 BEDROOM N A N�A N�A N A REvisioNs � /`�/ � � �, A � � ��� � � � REV N0. DATE DESCRIPTION � ' / � � � / � � � % � 2 BEDROOM 1 ,278 1 ,710 9 g0 CURVE TABLE � � �� � \� /; j � CURVE RADIUS DELTA ANGLE ARC LENGTH LONG CHORD Z i� % � �� � �� 3 B E D R 0 0 M 2,6 0 2 2,6 0 2 1 10 c� 30.00� �,•2��20�� 37.41' S 35°43�40�� E, 35.04� � � � ���� � � \ / ° / C2 39.00' 90°01'03" 61.27' S 45'00'31" W, 55.16' N � � 0 � , o / �� � / � / C3 112.67' 12°46'19" 25.11' S 8336'51" W, 25.06' � / ' � � / C4 172.67' 18°45'42" 56.54' S 67°50'50" W, 56.29' 'v� �� a � � DRAWN BY: o � / / C5 1466.56' 5°03'55" 129.65' N 21°01'29" E, 129.61' � � B LO C K N � / CHECKED BY: w / ,�� � / � 11 ... LOT 3 � ' ,, , �,,,; � ; � DATE: i 0 a �; PROJECT NUMBER: � � 0 Y m Sheet No. � 0 � � SITE PLAN � DEVELOPER OWNER SURVEYOR/ENGINEER w � ;' CENTURION AMERICAN MRW INVESTORS, LLC BGE, Inc. Z 1800 Valley View Lane, Suite 300 1800 Valley View Lane, Suite 300 . = 2595 Dallas Parkway, Suite 204, Frisco, TX 75034 N Framers Branch, Texas 75234 Framers Branch, Texas 75234 � Tel: 972-464-4800 � www.bgeinc.com �� TBPE Registration No. F-1046 �� z� Contact: Michael Beaty Contact: Michael Beaty Copyright 2018 �� Telephone: (214)-287-9009 Telephone: (214)-287-9009 sHEET C4 oF c�o ma GENERAL NOTES TOWN OF WESTLAKE GENERAL NOTES TROPHY CLUB N o J � 1. THESE NOTES APPLY TO ALL SHEETS IN THIS PLAN SET. 1. THE APPLICABLE STANDARDS AND SPECIFICATIONS, THE CURRENT VERSION OF THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION" ��� J c����m�� G�'��� �BOB JAMES PUBLISHED BY N.C.T.C.O.G. AND THE TOWN OF WESTLAKE ENGINEERING STANDARDS SHALL APPLY. IN THE EVENT OF A CONFLICT, TOWN OF WESTLAKE y��,`'� Medlin MEq00� �`' �� � 2. CONTRACTOR IS RESPONSIBLE FOR, AND MUST OBTAIN PRIOR TO CONSTRUCTION, ALL NECESSARY CONSTRUCTION PERMITS REQUIRED BY THE LOCAL STANDARDS SHALL GOVERN. THE CONTRACTOR SHALL FOLLOW ALL APPLICABLE TCEQ, A.W.W.A., AND A.S.T.M. REGULATIONS. 5�,� Cemetery Golf i Y ,, � ER'h �( J� Course � ¢ o - MUNICIPALITY. CONTRACTOR MUST HAVE A COPY OF THE LOCAL MUNICIPALITY'S STANDARD CONSTRUCTION DETAILS ON SITE.. e �NSE c� � Fq� SEMINOLE y�, J = 2. ALL MATERIALS AND WORKMANSHIP SHALL BE SUBJECT TO INSPECTION BY THE TOWN OF WESTLAKE. THE TOWN RESERVES THE RIGHT TO ACCEPT OR 5 TR�PHY o 20� \P ��qr w � _ � 3. EXISTING UTILITY LOCATIONS SHOWN ARE TAKEN FROM AVAILABLE RECORDS PROVIDED BY THE UTILITY OWNER AND FIELD LOCATIONS OF SURFACE REJECT MATERIAL OR WORKMANSHIP THAT DOES NOT CONFORM TO THE STANDARDS AND SPECIFICATION OF THE TOWN. �'F�,9 00 �,0�cF FRESHMEADO`N Wa Z N Q APPURTENANCES. LOCATIONS SHOWN ARE GENERALLY SCHEMATIC IN NATURE AND MAY NOT ACCURATELY REFLECT THE SIZE AND LOCATION OF EACH 114 0 .�, N = � PARTICULAR UTILITY. SOME UTILITY LINES MAY NOT BE SHOWN. CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ACTUAL FIELD LOCATION AND 3. ALL DISTURBED AREAS OFF-SITE SHALL BE SEEDED OR SODDED AS SHOWN ON THE CONSTRUCTION PLANS. � �G �� �NVERNESS a x I W � ?� o�� � PROTECTION OF EXISTING FACILITIES WHETHER SHOWN OR NOT. CONTRACTOR SHALL ALSO ASSUME RESPONSIBILITY FOR REPAIRS TO EXISTING ``�m � I Q FACILITIES, WHETHER SHOWN OR NOT, DAMAGED BY CONTRACTOR'S ACTIVITIES. DIFFERENCES IN HORIZONTAL OR VERTICAL LOCATION OF EXISTING 4. THE CONTRACTOR SHALL HAVE ONE (1) APPROVED SET OF CONSTRUCTION PLANS ON THE JOB SITE DURING CONSTRUCTION. �o z y � BGE, IIIC. UTILITIES SHALL NOT BE A BASIS FOR ADDITIONAL EXPENSE. WESTLAKE � � � INVERNE � 2595 Dallas Parkway, Suite 204 5. THE CONTRACTOR SHALL NOTIFY THE TOWN OF WESTLAKE AT LEAST FORTY-EIGHT (48) HOURS PRIOR TO COMMENCING CONSTRUCTION. N � Frisco, TX 75034 4. ANY CONTRACTOR / SUBCONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY ���� � � RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS. SAID EXISTING IMPROVEMENTS 6. ALL PAVING AND UTILITIES SHALL BE CONSTRUCTED AND TESTED IN ACCORDANCE WITH THE TOWN OF WESTLAKE SPECIFICATIONS. Tel: 972-464-4800 • www.bgeinC.com SHALL INCLUDE BUT NOT BE LIMITED TO BERMS, DITCHES, FENCES, AND PLANTS. ANY REMOVAL OR DAMAGE TO EXISTING IMPROVEMENTS SHALL BE 7, AN ENGINEERED TRENCH SAFETY PLAN IS REQUIRED WHEN THE TRENCH DEPTH EXCEEDS 5�. K�NG TBPE Registration No. F-1046 REPLACED OR REPAIRED BY THE CONTRACTOR AT HIS EXPENSE AND SHALL BE APPROVED BY THE TOWN OF WESTLAKE. Contact: Jason Frey 8. BASED ON OUR UNDERSTANDING AND THE INFORMATION PROVIDED BY THE TOWN, THE WATER AND SANITARY SEWER LINES COMPLY WITH THE WATER 114 Te1: 972-464-4821 5. THE CONTRACTOR SHALL MAINTAIN ADEQUATE SITE DRAINAGE DURING ALL PHASES OF CONSTRUCTION. THE CONTRACTOR SHALL USE SILT FENCES (OR o OTHER METHODS APPROVED BY THE ENGINEER AND TOWN) AS REQUIRED TO PREVENT SILT AND CONSTRUCTION DEBRIS FROM FLOWING ONTO ADJACENT AND SANITARY SEWER MASTER PLANS FOR THE TOWN OF WESTLAKE. � Copyright 2017 PROPERTIES. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE, OR LOCAL EROSION CONSERVATION, AND SILTATION ORDINANCES. WATER NOTES: � e`�� CONTRACTOR SHALL REMOVE ALL TEMPORARY EROSION CONTROL DEVICES UPON COMPLETION OF PERMANENT DRAINAGE FACILITIES AND THE Q SOLqNq ESTABLISHMENT OF A STAND OF GRASS OR OTHER GROWTH TO PREVENT EROSION. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING PERMITS AND 1. CONTRACTOR SHALL PURCHASE A COPIE(S) OF THE TOWN OF WESTLAKE ENGINEERING STANDARDS, LATEST EDITION, AND FOLLOW SAID STANDARDS ��o��r APPROVALS BEFORE CONSTRUCTION BEGINS. DURING CONSTRUCTION. DOVE ROAD C'i�s.� 6. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN NEAT AND ACCURATE CONSTRUCTION RECORD PLANS. A COPY OF THESE RECORD PLANS ARE 2. ALL WATER LINES, FITTINGS, AND APPURTENANCES SHALL BE IN ACCORDANCE WITH THE TOWN OF WESTLAKE ENGINEERING STANDARDS, LATEST o ��TF TO BE SUBMITTED TO THE ENGINEER UPON COMPLETION OF CONSTRUCTION. EDITION. ALL WATER SERVICE CONNECTIONS TO BE FORD COMPRESSION FITTINGS. ALL BENDS TO HAVE RETAINER FITTINGS (MEGA-LUG). USE DOMESTIC �ooa N DUCTILE IRON FITTINGS ONLY. ,��<� Q 7. CONTRACTOR SHALL USE ALL NECESSARY SAFETY PRECAUTIONS TO AVOID CONTACT WITH OVERHEAD AND UNDERGROUND POWER LINES. THE �, CONTRACTOR SHALL REVIEW AND VERIFY ALL DIMENSIONS SHOWN ON THE PLANS AND ALL FIELD CONDITIONS THAT MAY AFFECT CONSTRUCTION. 3. ALL FIRE HYDRANTS SHALL HAVE ONE (1) HYDRA-STORZ CONNECTION AND TWO (2) 2.5" HOSE NOZZLES, SHALL HAVE A MINIMUM MAIN BARREL , VALVE OPENING OF 5.25", AND SHALL BE PLACED ON MAINS OF NOT LESS THAN 6" IN DIAMETER. ALL FIRE HYDRANTS ARE TO BE PAINTED PER VICINITY MAP ~ 8. SHOULD DISCREPANCIES OCCUR, THE CONTRACTOR SHALL NOTIFY THE ENGINEER TO OBTAIN THE ENGINEER S CLARIFICATION BEFORE COMMENCING WITH ARTICLE IV, SECTION 2.H.5 OF THE TOWN OF WESTLAKE ENGINEERING STANDARDS AND AGREED TO BY THE TOWN. (NOT TO SCALE) THE CONSTRUCTION. DEVELOPER 9. CONTRACTOR TO DISPOSE OF ALL EXCESS EXCAVATION MATERIALS AS DIRECTED BY THE OWNER. 4. UTILITY CONTRACTOR SHALL PLACE APPROPRIATE LOCATION MARKS ON THE CURBS PER THE TOWN OF WESTLAKE ENGINEERING STANDARDS. CENTURION AMERICAN 1 O. THE CONTRACTOR SHALL TAKE ALL AVAILABLE PRECAUTIONS TO CONTROL DUST. CONTRACTOR SHALL CONTROL DUST BY SPRINKLING WATER, OR BY 5. ALL WATER MAINS SHALL BE PVC AWWA-C900, DR18, CLASS 150 UNLESS NOTED OTHERWISE. 1800 Valley View Lane, Suite 300 OTHER MEANS APPROVED BY THE TOWN AND ENGINEER, AT NO ADDITIONAL COST TO THE OWNER. 6. TOP OF WATER MAIN SHALL BE A MINIMUM OF 48" BELOW THE TOP OF CURB OR 48" BELOW FINISHED GRADE. METALLIC DETECTOR TAPE WILL BE Farmers Branch, TX 75234 USED. VALVES TO BE EXTENDED TO WITHIN 1' OF GROUND IF MORE THAN 36". Contact: Michael Beaty 11. ALL EXCAVATING IS UNCLASSIFIED AND SHALL INCLUDE ALL MATERIALS ENCOUNTERED. UNUSABLE EXCAVATED MATERIAL AND ALL WASTE RESULTING Te1: 214-287-9009 FROM SITE CLEARING AND GRUBBING SHALL BE DISPOSED OF OFF SITE BY THE CONTRACTOR AT HIS EXPENSE. 7. FIRE HYDRANTS SHALL BE LOCATED 6' BEHIND THE BACK OF CURB (MIN). 12. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY ENGINEERING AND SURVEYING FOR LINE AND GRADE CONTROL POINTS RELATED TO EARTHWORK. 8. CONTRACTOR SHALL CLEAN THE WATER MAIN BY INSERTION OF "POLY PIGS" AT DESIGNATED LOCATIONS. COST FOR "POLY PIG" CLEANING WILL BE THE MOORELAN D� 13. THE CONTRACTOR SHALL SALVAGE AND PROTECT ALL EXISTING POWER POLES, SIGNS, MANHOLES, TELEPHONE RISERS, WATER VALVES, ETC. DURING RESPONSIBILITY OF THE CONTRACTOR. ALL CONSTRUCTION PHASES. Enginecriny • Dcvrl.npmcnt • Lo�;tr�ct���, 9. ALL DOMESTIC WATER SERVICES SHALL BE 1" CLASS 200 POLYETHYLENE. 14. BACKFILL SHALL BE FREE FLOWING, FREE OF ROCKS AND LARGE CLODS. BACKFILL SHALL BE PLACED IN 6 TO 9 INCH LIFTS AT OR ABOVE OPTIMUM - . MOISTURE AND MECHANICALLY COMPACTED TO 95 PERCENT STANDARD PROCTOR FOR ALL UTILITIES. 10. CORPORATION STOPS SHALL BE FULL OPEN PRIOR TO BACKFILL. 15. ALL PROPOSED GRADING WHERE ANY BUILDINGS MAY POTENTIALLY BE CONSTRUCTED SHALL BE AT OR ABOVE OPTIMUM MOISTURE AND MECHANICALLY 11. CURB STOPS SHALL BE TESTED FOR FULL FLOW WHEN THE SYSTEM IS PRESSURE TESTED. � COMPACTED TO 95 PERCENT STANDARD PROCTOR. ALL OTHER GRADING SHALL BE AT OR ABOVE OPTIMUM MOISTURE AND MECHANICALLY COMPACTED Q Q TO 90 PERCENT STANDARD PROCTOR. CONTRACTOR WILL HAVE TO COORDINATE WITH THE UTILITY COMPANIES FOR ANY REQUIRED UTILITY 12. METER BOXES SHALL BE FURNISHED BY THE CONTRACTOR AND PLACED IN PAVEMENT PER TOWN OF WESTLAKE METER BOX DETAILS FOR IN-PAVEMENT X ADJUSTMENTS AND / OR RELOCATIONS. METER BOXES. w Q � 13. WATER MAINS TO BE LOCATED PER THE PLANS. v Q 16. EROSION CONTROL DEVICES AS SHOWN ON THE GRADING AND EROSION CONTROL PLANS FOR THE PROJECT SHALL BE INSTALLED PRIOR TO THE START Q � OF LAND DISTURBING ACTIVITIES ON THE PROJECT. 14. METER BOXES SHALL BE ADJUSTED TO FINISH GRADE PRIOR TO PAVING. � � � 17. ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED IN ACCORDANCE WITH THE APPROVED PLANS AND SPECIFICATIONS FOR THE PROJECT. CHANGES 15. EXTEND SAMPLING POINT 2' ABOVE EXISTING GRADE AND END WITH A 1" CURB STOP. SAMPLING POINTS WILL BE DETERMINED BY THE CONSTRUCTION U Z � � ARE TO BE APPROVED BEFORE CONSTRUCTION BY THE DESIGN ENGINEER AND THE TOWN OF WESTLAKE. INSPECTOR. � 7 � O 18. IF THE EROSION CONTROL PLAN AS APPROVED CANNOT CONTROL EROSION AND OFF-SITE SEDIMENTATION FROM THE PROJECT, THE EROSION CONTROL z � � ` uJ U PLAN WILL BE REQUIRED TO BE REVISED AND / OR ADDITIONAL EROSION CONTROL DEVICES WILL BE REQUIRED ON-SITE. 16. PIPE SHALL BE TESTED AT 150 PSI FOR FOUR (4) HOURS. � ~ � w � z 19. IF OFF-SITE BORROW OR SPOILS SITES ARE USED IN CONJUNCTION WITH THIS PROJECT, THIS INFORMATION SHALL BE DISCLOSED AND SHOWN ON THE 17. CHLORINATE WATER LINES AT 500 PPM FOR FORTY-EIGHT (48) HOURS. CHLORINATION IS ACCEPTABLE DURING THE PRESSURE TEST. U � O Q Q EROSION CONTROL PLAN. OFFSITE BORROW AND SPOILS AREAS ARE CONSIDERED PART OF THE PROJECT SITE AND THEREFORE SHALL COMPLY WITH 1 8. F L U S H I N G A N D C H L O R I N A T I O N S H A L L B E C O O R D I N A T E D W I T H T H E C O N S T R U C T I O N I N S P E C T O R. O � W C 4 � THE TOWN OF WESTLAKE EROSION CONTROL REQUIREMENTS. THESE AREAS SHALL BE STABILIZED WITH PERMANENT GROUND COVER PRIOR TO FINAL z J J � � APPROVAL OF THE PROJECT. 19. ALL TAPS ON EXISTING MAINS SHALL BE WET TAPS. NO SIZE-ON-SIZE TAPS ALLOWED. Q m � W � � � 20. THE CONTRACTOR SHALL ABIDE BY ALL APPLICABLE FEDERAL, STATE, AND LOCAL LAWS GOVERNING EXCAVATION. THE CONTRACTOR SHALL PROVIDE U � O �°' DETAILED PLANS AND SPECIFICATIONS FOR TRENCH SAFETY SYSTEMS THAT COMPLY WITH APPLICABLE LAWS GOVERNING EXCAVATION. THESE PLANS 20. EXISTING VALVES SHALL BE OPERATED BY CITY PERSONNEL ONLY. ONCE THE NEW WATER LINE IS ACTIVATED AND PASSES BACTERIOLOGICAL TESTING, � � z ^ � Ur W N SHALL BE SEALED BY AN ENGINEER EXPERIENCED IN THE DESIGN OF TRENCH SAFETY SYSTEMS AND LICENSED BY THE STATE OF TEXAS. SUBMIT PLAN THE VALVES MAY BE OPERATED BY CITY PERSONNEL ONLY. w � Q � J z Q � TO THE OWNER PRIOR TO COMMENCING WORK. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL ASPECTS OF WORK RELATED TO SANITARY SEWER NOTES: a O J � � w � a EXCAVATION. J � rn m � N 21. THE CONTRACTOR SHALL COORDINATE OPERATION OF ALL EXISTING VALVES WITH THE TOWN OF WESTLAKE. THE CONTRACTOR SHALL BE SOLELY 1. CONTRACTOR SHALL PURCHASE A COPY OF THE TOWN OF WESTLAKE ENGINEERING STANDARDS, LATEST EDITION, AND FOLLOW SAID STANDARDS DURING z O �� ;� w � RESPONSIBLE FOR SITE TRENCH SAFETY DURING ALL PHASES OF CONSTRUCTION. CONSTRUCTION. � � J W > N 2. ALL SANITARY SEWER LINES, FITTINGS, AND APPURTENANCES SHALL BE IN ACCORDANCE WITH THE TOWN OF WESTLAKE ENGINEERING STANDARDS, � - � � � 22. THE CONTRACTOR SHALL VERIFY AND COORDINATE ALL DIMENSIONS SHOWN INCLUDING THE HORIZONTAL AND VERTICAL LOCATION OF GRATE INLETS LATEST EDITION. � � N AND ALL UTILITIES CROSSING THE STORM SEWER. � � 0 3. ALL RESIDENTIAL CLEANOUTS WILL BE BASS & HAYS 404 CLEANOUT OR APPROVED EQUAL. IZ � � j 23. THE SITE UTILITY CONTRACTOR SHALL PROVIDE ALL MATERIALS AND APPURTENANCES NECESSARY FOR COMPLETE INSTALLATION OF THE STORM SEWER. � THE TOWN OF WESTLAKE SHALL INSPECT ALL PUBLIC IMPROVEMENTS. 4. THE SANITARY SEWER SERVICE LINE SHALL BE EXTENDED A MINIMUM OF 6 FEET PAST THE PROPERTY LINE. U Q O 0 24. THE CONTRACTOR'S BID PRICE SHALL INCLUDE ALL INSPECTION FEES. AS AN ALTERNATE, THE OWNER RESERVES THE RIGHT TO PAY THE INSPECTION 5. SERVICE LINES SHALL BE 4" PVC AND SHALL BE PLUGGED AND PRESSURE TESTED WITH THE MAIN LINE. z FEES DIRECTLY TO THE TOWN. CONSTRUCTION STAKING TO BE PROVIDED BY THE CONTRACTOR, UNLESS OTHERWISE AGREED TO BY THE OWNER. °' 25. THESE PLANS DO NOT EXTEND TO OR INCLUDE DESIGN OR SYSTEMS PERTAINING TO THE SAFETY OF THE CONSTRUCTION CONTRACTOR IS ITS 6. SERVICE LINES ARE TO BE LOCATED AT THE DOWNHILL SIDE OF THE LOT. THESE PLANS ARE ISSUED FOR � EMPLOYEES, AGENTS, OR REPRESENTATIVES IN THE PERFORMANCE OF THE WORK. THE SEAL OF HEREON DOES NOT EXTEND TO ANY SUCH SAFETY 7, THE TOP OF SEWER PIPE SHALL BE A MINIMUM OF 48" BELOW FINISHED GRADE. THE PURPOSE OF PRELIMINARY =� SYSTEM THAT MAY NOW OR HEREAFTER BE INCORPORATED IN THESE PLANS. REVIEW AND ARE NOT INTENDED J 8. THE CONTRACTOR IS REQUIRED TO PULL A MANDREL THROUGH SEWER PIPE. FOR CONSTRUCTION. � 26. SEEDING SHALL BE BROADCAST SEEDING IN ACCORDANCE WITH NCTCOG SPECIFICATIONS ITEM 3.10 "SEEDING". WHEN ISSUED IN � 9. A TV INSPECTION OF THE SANITARY SEWER LINES IS REQUIRED. FINAL FORM THEY WILL BE � 27. FERTILIZER SHALL BE IN ACCORDANCE WITH NCTCOG SPECIFICATIONS ITEM 3.11 "FERTILIZER". SEALED, SIGNED AND DATED. 0 a 10. THE SEWER PIPE WILL BE PRESSURE TESTED IN ACCORDANCE WITH TNRCC LOW PRESSURE AIR TEST (SECTION 317.2 (a)(4)(B)). REFER TO MANHOLE N 28. WATER, SEWER, & DUCT BANK WILL HAVE DETECTOR TAPE INSTALLED BETWEEN EMBEDMENT AND NATIVE BACKFILL. DETAIL FOR ADDITIONAL TESTING REQUIREMENTS. RESPONSIBLE ENGINEER: � 29. THE CONTRACTOR SHALL VERIFY THE LOCATION, SIZE, AND MATERIAL OF ALL UTILITIES AFFECTED BY CONSTRUCTION PRIOR TO BEGINNING 11. ENGINEERED CASING IS REQUIRED WHEN CROSSING STREETS LARGER THAN COLLECTORS. TEXAS REGIS ERED ENGINEERING � CONSTRUCTION. CONTRACTOR SHALL CONTACT AND COORDINATE WITH ALL AFFECTED UTILITIES 48 HOURS PRIOR TO CONSTRUCTION. DIG TESS FIRM F-1046 r 1-800-344-8377 12. NO SERVICES ALLOWED ON CLEANOUT STACK. JASON A. FREY> P.E. `i TEXAS REGISTRATION N0. 88485 � 30. CONTRACTOR SHALL LOCATE AND ADJUST EXISTING UTILITY MANHOLE LIDS, CLEANOUTS, WATER VALVES AND OTHER SURFACE APPURTENANCES AS 13. ELIMINATE DISCHARGE INTO THE EXISTING SEWER SYSTEM BY PLUGGING LINE AT CONNECTION. THE CONTRACTOR WILL BE BILLED FOR THE DISCHARGE OCTOBER 23, 2019 � REQUIRED FOR NEW CONSTRUCTION. CONTRACTOR SHALL COORDINATE UTILITY ADJUSTMENTS WITH OTHER DISCIPLINES AND THE APPROPRIATE UTILITY DURING CONSTRUCTION. � AGENCIES AND PROVIDE FOR ALL FEES FOR PERMITS, CONNECTIONS, INSPECTIONS, ETC. THESE ADJUSTMENTS SHALL BE CONSIDERED INCIDENTAL TO � i CAUTION ! ! �i THE CONSTRUCTION CONTRACT. 14. UTILITY CONTRACTOR SHALL PLACE APPROPRIATE LOCATION MARKS ON THE CURBS PER THE TOWN OF WESTLAKE ENGINEERING STANDARDS, LATEST ° E�ITI�N. Contractor to Verify exact location L 31. THE CONTRACTOR SHALL PROTECT EXISTING PROPERTY MONUMENTATION AND PRIMARY CONTROL. ANY SUCH POINTS WHICH THE CONTRACTOR & Depth of Exist Facilities Prior to � BELIEVES WILL BE DESTROYED SHALL HAVE OFFSET POINTS ESTABLISHED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. ANY MONUMENTATION 15. PIPE MATERIAL FOR WASTE WATER LINES SHALL CONFORM TO THE NOTES SHOWN ON THIS DRAWING AND TO THE REQUIREMENTS OF THE PROJECT any Construction Activities � DESTROYED BY THE CONTRACTOR SHALL BE REESTABLISHED AT HIS EXPENSE. SPECIFICATIONS. SANITARY SEWER LINE SHALL BE SDR-35 PVC IF DEPTH OF LINE IS 10' OR LESS AND SDR-26 IF DEPTH OF LINE IS GREATER THAN 0 10'. EMBED SEWER PIPE IN ACCORDANCE WITH LOCAL MUNICIPALITY DESIGN STANDARDS. CAUTION ! � ! 0 32. BARRICADING AND TRAFFIC CONTROL DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL CONFORM TO THE CONTACT: 1-800-DIG-TEss o LATEST EDITION OF THE 'TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" PART VI IN PARTICULAR. TRAFFIC FLOW AND ACCESS SHALL BE 48 HOURs PR�oR To CONSTRUCTioN � MAINTAINED DURING ALL PHASES OF THE CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING TRAFFIC SAFETY MEASURES FOR WORK 16. WATER AND WASTEWATER LINES SHALL BE LOCATED A MINIMUM OF 9'APART (CLEAR DISTANCE). WHEN SEPARATION CANNOT BE MAINTAINED, SANITARY � ON PROJECT. SEWER SHALL EITHER BE ENCASED IN CONCRETE OR UPGRADED TO PRESSURE PIPE (MIN. SDR 26). °' STORM DRAIN NOTES: REVISIONS � 33. ONSITE PLANAMETRIC AND TOPOGRAPHIC MAPPING TAKEN FROM DATA PROVIDED BY G&A CONSULTANTS CONFIRMED BY BROWN AND GAY ENGINEERS IN REV N0. DATE DESCRIPTION � JULY 2014.. 1. ALL CULVERT HEADWALLS AND INLETS TO HAVE STONE CLADDING. x � 34. ANY DAMAGES THAT MAY OCCUR TO REAL PROPERTY OR EXISTING IMPROVEMENTS SHALL BE RESTORED BY THE CONTRACTOR TO AT LEAST THE SAME 2, NO PRECAST CURB INLETS. o CONDITION THAT THE REAL PROPERTY OR EXISTING IMPROVEMENTS WERE IN PRIOR TO THE DAMAGES. THIS RESTORATION SHALL BE SUBJECT TO THE Z OWNER'S APPROVAL; MOREOVER, THIS RESTORATION SHALL NOT BE A BASIS FOR ADDITIONAL COMPENSATION TO THE CONTRACTOR. RESTORATION 3. ALL MATERIALS AND WORKMANSHIP FOR STORM DRAIN CONSTRUCTION SHALL CONFORM TO THE NCTCOG STANDARD SPECIFICATIONS FOR PUBLIC WORKS � SHALL INCLUDE, BUT NOT BE LIMITED T0, REGRASSING, REVEGETATION, REPLACING FENCES, REPLACING TREES, ETC. CONSTRUCTION, LATEST EDITION, AND THE LOCAL MUNICIPALITY REQUIREMENTS. U O i 35. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR T0: 4. CONTRACTOR SHALL MAINTAIN DRAINAGE AT ALL TIMES DURING CONSTRUCTION. PONDING OF WATER WILL NOT BE ALLOWED. � � A. PREVENT ANY DAMAGE TO PRIVATE PROPERTY AND PROPERTY OWNER'S POLES, FENCES, SHRUBS, ETC. 5. STORM PIPE SHALL BE CLASS III REINFORCED CONCRETE PIPE (RCP) 18" AND ABOVE IN DIAMETER AND SDR-35 POLYVINYL CHLORIDE (PVC) PIPE OR N B. PROVIDE ACCESS TO ALL DRIVES DURING CONSTRUCTION. HIGH DENSITY POLYETHYLENE (HDPE) BELOW 18"IN DIAMETER. DRAWN BY: o C. PROTECT ALL UNDERGROUND UTILITIES TO REMAIN IN SERVICE. � D. NOTIFY ALL UTILITY COMPANIES AND VERIFY LOCATION OF ALL UTILITIES PRIOR TO START OF CONSTRUCTION. GRADING NOTES: � 1. THE CONTRACTOR SHALL ADMINISTER SPRINKLERS FOR DUST CONTROL, EARTHWORK OR BASE CONSTRUCTION AS REQUIRED OR AS DIRECTED BY THE CHECKED BY: Y 36. CONTRACTOR SHALL MAINTAIN UTILITY SERVICES AT ALL TIMES DURING CONSTRUCTION. ENGINEER IN ACCORDANCE WITH THE LOCAL MUNICIPALITY STANDARDS. 0 j 37. THE CONTRACTOR IS RESPONSIBLE FOR KEEPING SIDEWALKS ADJACENT TO THE PROJECT FREE OF MUD AND DEBRIS FROM THE CONSTRUCTION. 2. FILL MATERIAL SHALL BE COMPACTED TO A MINIMUM 95 PERCENT OF MAXIMUM DRY DENSITY AS DETERMINED BY THE STANDARD PROCTOR TEST, ASTM DATE: � 38. THE CONTRACTOR SHALL REMOVE ALL SURPLUS MATERIAL FROM THE PROJECT AREA UNLESS INSTRUCTED DIFFERENTLY BY OWNER OR ENGINEER. THIS D 698. IN CONJUNCTION WITH THE COMPACTING OPERATION, FILL MATERIAL SHALL BE BROUGHT TO A MOISTURE CONTENT RANGING FROM +2 PERCENT c� WORK SHALL BE SUBSIDIARY TO THE CONTRACT AND IS NOT A SEPARATE PAY ITEM. POINTS ABOVE OPTIMUM TO +6 PERCENTAGE POINTS ABOVE OPTIMUM +2 TO +6. PRO,IECT NUMBER: �° PAVING NOTES: � 39. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COORDINATION, INSPECTION, AND TESTING AS REQUIRED BY THE OWNER AND/OR THE LOCAL � MUNICIPALITY. 1. CONTRACTOR'S WORK SHALL INCLUDE PAVEMENT REMOVAL AND DISPOSAL REQUIRED FOR NEW WALK, DRIVE, CURB, GUTTER AND OTHER PAVING Sh eet N O. o FEATURES. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COORDINATION, INSPECTION AND TESTING REQUIRED BY THE OWNER AND/OR THE LOCAL N 40. ALL WORK IN THE CITY RIGHT-OF-WAY, PROPERTY AND EASEMENTS SHALL BE CONSIDERED PUBLIC. ALL OTHER WORK SHALL BE CONSIDERED PRIVATE. MUNICIPALITY. G E N E R A L N 0 TE S � � � 2. PAVING SECTIONS SHALL BE SAWCUT IN 15' X 15' SQUARES. � �' 3. PAVEMENT REMOVAL AND REPAIR SHALL CONFORM TO THE LOCAL MUNICIPALITY REQUIREMENTS. CONTRACTOR SHALL MAKE AN EFFORT TO PROJECT o CONCRETE AND/OR ASPHALT EDGES. z i 4. CONCRETE PAVING JOINTS SHALL BE CONSTRUCTED AS RECOMMENDED IN THE GEOTECHNICAL REPORT NOTED BELOW. � N C5 z° 5. SITE PAVING AND PAVEMENT SUBGRADE SHALL BE PREPARED IN ACCORDANCE WITH THE GEOTECHNICAL REPORT N0. MS153490R3 PREPARED BY EWI 0 ui� AND DATED FEBRUARY, 2016 C�� SHEET C5 �- C10 m c� -- - � a a � � I �� / TROPHY CLUB W � / � I I I � � � / ' .��'° o ��� � �a � / / � c�� �� G�' / � � � // / �v`'�\� Medlin MEqO�� �` �� "BOB JAMES - � � / I I �/ e�R�NSE� CemeteJO Course � a o = / // /� / S� TR�PHY G��2�9 \P ���dycr SEMINOLE J= T= o � - U o a / � \ �/ 114 �� c,o� ��p,� r FRESN MEADO`i'� mw z N vQ � � \ � s�G U' �� �NVERNESS a '� I W qd � / �i � \ �, �p�� J Y � � � � � i y � � BGE, InC. � � � �' � , / ° a / � � _ _ � � WESTLAKE � � c� INVERNE � 2595 Dallas Parkway, Suite 204 / � / � / �, p Frisco, TX 75034 / �/ J/ �/ � / ���� �N � � �� � � Tel: 972-464-4800 • www.bgeinc.com �� � /l � ° �� � B �0 C K � � KINc TBPE Registration No. F-1046 � � � � 10' X 10' I / Contact: Jason Frey � � � a � W.E. L 0 T 1 R � 114 Tel: 972-464-4821 / ��-' a � / � Copyright 2017 / � � ��� � 6' LIGHT — � Q SOLANq e�� � � ESMT & � � �r �o� � � � D.B. � � � / DOVE ROAD C'��s, � � �� ° �° a ° � \ � � , B �OCK P � `��� �T � � o J \ ��O (n , � ' � a� a , � � � �OT 1 ��`� � d d \ O O � i a � � , VICINITY MAP - ` - i �� ��/ � ° a ° � ° a a o � � � s' LIGHT (NOT TO SCALE) DEVELOPER � �� � � -� a J � � ESMT & >o' x 20' CENTURION AMERICAN � // � a a D•U• TRI. C.DU/V/ / / / / `° I ELEC. ESMT 1800 Valley View Lane, Suite 300 � , � Farmers Branch, TX 75234 � � � \ � � ❑VERALL LEGEND Contact: Michael Beaty / � � \ � — Te1: 214-287-9009 � � � a�� � � a a ' � ,-�` FH �� a � � a , a � � � J , , , a a ° � PROPOSED FIRE HYDRANT �� � � � a ��— — � a a a a ' �� MOORELAND / � / � a , a p �� SSMH PROPOSED SANITARY En.Jin�or��� . c��,���,�R,�,-�r . •���:��.��c���. � �d � �� \ � \ " d � ° a a a g � a � a ° a ° '� � � MANHOLE / � ` , � / � / / J� � ..._. _ a a � / a �� - - PROPOSED STORM INLET �/ � �� a PROPOSED STREET LIGHT / a/ � / \ � _ _ � — � Q / /, / i � / a , � � — EXISTING TRANSFORMER w X 20' PUBLIC ACCESS ,� ,� �� B LO C K N � 0 w & UTILITY ESMT. � � � II � � LS PROPOSED LANDSCAPE Q � � / � ' �� LOT � 3' LIGHT �I o 5 �0 2a EXISTING STREET LIGHT � � � / // d J �� � O , 9 9 8 S I os�� _ / EXISTING GAS METER U Z � � �� �� �� � � R ETA L F F E = 6 71 . 5 5 9 MOD/F/ED� � SCALE: 1�� - ,o� z � � z �, o � � � � EXISTING ELECTRIC MANHOLE LLJ � � ° � � GARAG E �FE = 6 61 . 55 ' �o' X �o' — � EXISTING SIGN � F= U w � z � � w.E � � � � � Q � � � � e � � � 0 � EXISTING FIRE HYDRANT z J � J W � /� /� / o� d /� � 15' D.E. —� ��,. M � - , >0' ELEC ,, , (TO BE � U � � W � � � �� �� l � /l ' ESMT ABANDONED� � � I � � z ^ Q O � � i i i a w � Q rJ zY =`� � � ° / / �� �_ � oa � � � � O J � w Q a , � �, � � � ` ._. �" a J � �0 � N , Q � � � f , o � �'a � � � � . � � ... ° � � � W � // �/ a a / / � y v I a o O�y � � � n , � r � � � o LL � J � q J // ) � � v/ � N / / � /�' TCMUD l � a � a o J ' v a �' �p � a O I � �, / � a � w,a rER ESMr � , a a o o a U � _ _ z p z oa — c� / � / � _ �— — s a / a a �- _ � �- — a � N / / � � o do 0 0 4 _ _ - - - - - - ° a o �? w L.L � > o // �/ Q ` / � _a / a — 4- o — a a a � , � I O� ' U Q 0 � / �� � — o a � �a 6 LIGHT � � � a / a � a �O � ESMT & D.B. �' � , / � °° � l/,4R/ABLE - a � i-' / a / aa S.S.E. � B LO C K M THESE PLANS ARE ISSUED FOR ;� / , � / � / ° �TO BE MOD/FIED� I THE PURPOSE OF PRELIMINARY � REVIEW AND ARE NOT INTENDED � / i a �2� FOR CONSTRUCTION. � a , LOT � WHEN ISSUED IN ° � REMOI/E THE EXIST/NG 54 L.F. EXIST/NG CURB � NOTES: FINAL FORM THEY WILL BE � � y� INSTALL LOIVG/TUDINAL BUTT JOINT � 1. ALL WESTLAKE ENTRADA INFRASTRUCTURE ASSUMED AS SEALED, SIGNED AND DATED. � � a.� � / � � \ � ���� a EXISTING FOR THIS PLAN SET °� R E M O I/E T H E E X I S T I N G 8 8 L F E X I S T I I V G C U R B � � � 2. A L L D I M E N S I O N S A R E T O F A C E O F C U R B U N L E S S �' � � INSTALL LOIVGITUDINAL BUTT ✓OINT I I OTHERWISE NOTED RESPONSIBLE ENGINEER: � � � 10' ELEC � - �" BGE, �Nc. � �J / � \ � ESMT � � a—� a T E X A S R E G I S T E R E D E N G I N E E R I N G L i/ � d /� � � � BM1 — "❑" Cut found on to of curb at the south median nose a roximatel FIRM F-1046 N Q ! / / � \ � v o P PP Y JASON A. FREY, P.E. i , / / a/ 691 feet southeast of the intersection of Solana Blvd. and Davis Blvd. TEXAS REGISTRATION N0. 88485 � �� //� 10� X 10� _ _ - - - - - I �,5' a Elev. 668.963� OCTOBER 23, 2019 o a � W.E. I D.E. � � / ao l , � / � � � � BM2 — "❑" Cut found on top of curb in the west turn lane median at the ! ! C A U TI 0 N � � � �.� / � / � intersection of Davis Blvd. and Hwy 114 approximately 38 feet west of the contractor to ver�fy eXact iocat�on ` /� � � centerline of Davis Blvd. and 8 feet southwest of traffic signal pole on & �eptn of EX�st Fac�i�t�es Pr�or to � a � � � N SOUthW2St COPllef Of IlltefS8Ct1011. any Construction Activities i ° / �� � W,4LL MAINTENAIVCE � � �o� Elev. 667.93' / ESMT. CAU TION ! ! ! o ° / �� � � TBM1 - "❑" Cut in median nose located N 700 feet southeast of intersection of Davis coNTACT: �-800-�i�-rEss � ,� � �� , > � B �0 C K N / � �� H���RS PR�oR To �oNSTR��T�oN Blvd. and Dove Road. Elev. 668.96 M �'j / / � / � T � � / / � � \ �� I 2 � TBM2 — "❑" Cut in median nose at intersection of Davis Blvd. and Bull Way. REVISIONS � �a � �� \ � REV N0. DATE DESCRIPTION � / / � / � Elev. 679.58 � / � � / � � \ J / / \ \ \ / // Y � � � \ � � � PAVEMENT LEGEND S � / �� � � � � (SEE GEOTECHNICAL REPORT) N � � 0 , � � �� � / CONCRETE PAVERS ABOVE 3/4" OF SAND / � � � a ° \ � � ° AND 5.5" 3,600 PSI CONCRETE W/ #3 o � / / BARS ON 18" O.C.E.W. ON 6" OF DRAWN BY: o � / LIME/CEMENT TREATED STABILIZED �, � B LO C K N /� PAVERS�TYPEE A DR LOCATIONS FOR CHECKED BY: � LOT 3 � � � � � � / / a °� CONCRETE BAND� 3,600 PSI CO�NCRETE W/ DATE: � � � / � #4 B A R S O N 1 8 O.C.E.W. O N 8 O F L I M E/ ° 0 I CEMENT TREATED STAB SUBGRADE. SEE PROJECT NUMBER: � -� � ARCH. PLANS FOR FINISH AND LOCATION. o � SEE CONCRETE BAND DETAIL SHEET 37 � � � Sheet No. o , � � PAVEMENT W/ #3 BARS � 24" O.C.E W.C� P A VI N G P LA N w � � � 0 Z a C6 : U �' .� Z a�i 0 �� sHEET C6 oF c�o ma TROPHY CLUB o o � � J �O O �� J ���F' CRE�'���G�"c �BOB JAMES �v`' Medlin MEqO� �� � � e�R�5�,5�� Cemete�0 Golf ` Y � ��, Course � J o - S�N TROPHY 2 FAlgy SEMINOLE -� � _ �' �i �P �(C q r w � � � 114 ���9 Go� �'O�,�cr FRESN MEADO`i'� ma Z N Q � 9,d � � � � ��2�m � � Y _ � s'�G N_�� �NVERNESS a '� I W � ��' � j / � i y I � BGE, InC. � l I � e / � WESTLAKE � � / � J/ / � ��INVERNE � 2595 Dallas Parkway, Suite 204 � � � ; � � � ���� p Frisco, TX 75034 � � / �� � � � � � � � Tel: 972-464-4800 • www.bgeinc.com � � / � ° ° � � B �0 C K � � / � K� TBPE Registration No. F-1046 �� � I �� ° �� 10' X 10' � / \ � "� Contact: Jason Frey �� � � a wE LOT 1 R / � , � � � � ��� � � ��� � / ;� 0 114 Tel: 972-464-48Copyright 2017 // � a , � � � / , - / � 5 SOLANq e�� � 6 LIGHT � � � � �/ � ESMT �c � � � � � � � o��r / � D.B. ' ,_ ' �< � � � \ ` ' // / - DOVE ROAD C'��s, � �/ // � -'� , � ' \ \ � / / � � / B �0 C K P a o `�TF / � � �° � ' / oo � , � / i �+ � � � �� a - =� , � � L�T '� � � ��`� a � � a a / � � ..._ � � (/1 '_ a � i� � i� � a _�_ �� �i� � / � � / VICINITY MAP - ` - a � �� �// � d a ° ° a a \'�� � 6� LIGHT / / / / / / (NOT TO SCALE) DEVELOPER �/ � �/ � �� -' a J � � ESMT & / >o' x 20' � � CENTURION AMERICAN � � � a � -' D•U• , //l� C.OV/V/ / � // / / � `° / ELEC. ESMT � 1800 Valley View Lane, Suite 300 - , - � / � - , � - I � Farmers Branch TX 75234 . / - - � , _ ' , - =,. � /� �� �'� � `° �� �" ��� , � . ;' `O� Contact: Michael Beaty � / / /� � � � � � / � "� • �� Te1: 214-287-9009 � , � � � �, EX3 _ �'o � / / � ,' � � � ��� � �i- / / � � � � � � � , �, � .30 12.75 ; � _ , ,_ � a p �-� MOORELAN D , � / \, � / \ a a � � a � � ; En.Jin�or��� . C��vel���:m�,�t � •_u�.,r�.�[t�cn --- �� � � ° - � _ � p a n � ° n � � � � � ���� � � - � � � � 8 � � � " � a �� .--. , J � / \ � > .L� 1 - a ° � n � a o J � / �;� � � � \ � / a/ / � / �� _ � � � � �a l i �, �1�� �-� �, � - / � � � Q � / /, � � � ��� ��� �, � ) � W W 20 PUBLIC ACCESS � ; �/ � � � / ) I I Ur 0 � & UTILITY ESMT. � � aa � ' B L O C K N I /// �� :: � II � / � ` Q Q � / / � / , � / � � � � � � /� a � � ��T � ���`� � � � 3' L/GHT � i � \ _ _ - - I, � ,, � � J / � � ESMT ;`� � i � � � � Horizontal Scale: 1" = 10' U � � � f � �, / � � (TO BE � - s , � � Q � O / � l i_ � MODIFIED� I , --- - Z � � Z U / �/ / � � � � I � 0' 10' 20' W � ° ° ' '� , , � �- (� W � � � � / A1 �o X �o �� � I � � - � z � � / e l !`� , , �!E , � I I \ - � O Q a , � � /�� � , , � � ___ -- - z ° � � w � � / /// a e // i �.28 2.28 15 D.E. -� I I w ~ Q // / I / i / >0 ELEC (TO BE � � � U m � � � c� � � � � � � � ESMT � � ` � � O .. � / , � � � � � ED �� � I i � � � � � � W � . U / / / ABANDON 1 � w � J Y � Q zQ / � ELEC '� � � ��, o � � J � � �� � / � � � � � � , ESMT � �� � l! � � � � � � Q J � W � � �/ � /�� . � .. . � � � � Q � � � (� m � N � -'� � � � � � � � � � � , � � � � o / % � a , �,� I � , � I � � � � J W � _ � �� � 15 TCMUD ��/ � � �� � � �� � \ -- � U� � � M � � � � , , � / � / � w,a rER ESM r ✓ , / � � � O � _ _� � 0 z o � � � _ - - - -�� ,- ; U � � ' i i � �� � � . .. � � a �� � � � � � � � � - I � � � � 3 / � � _ - - � � � � � w � � � -� _ - \ U O - - , � / - � � � � Q a �� � a � , � � � � _ � 6 LIGHT \ � � y '� � � � � _ � ESMT & D.B. \ � � / / � i ` / � � � o , / I \ a / / THESE PLANS ARE ISSUED FOR ' o � � � � a ,� � � � / / ' � EX� � THE PURPOSE OF PRELIMINARY l/.4RlABLE B L 0�K M � � � � � I, � , REVIEW AND ARE NOT INTENDED o � � � � SSE � EX2 ; � J / l/ � TD BE MODIFIED I LOT � � FOR CONSTRUCTION. � ° /J 0.8� 7.71 � ) � � WHEN ISSUED IN m i � ° i ,I / 0.31 3.12 � � FINAL FORM THEY WILL BE o � a �� � � � j � � � � � � � � A SEALED, SIGNED AND DATED. a � � � , , � � ��� 10' ELEC , � � � � � � � l � � �' �j /� � ESMT � � � RESPONSIBLE ENGINEER: �; / / � ( � / 7 BGE, INC. i � � a� � /� \ / � � � �� � � TEXAS REGISTERED ENGINEERING � � � a � / � � � I � � \ NOTES: FIRM F-1046 N � Q / /� I � � ' � � \ \ 1. ALL WESTLAKE ENTRADA INFRASTRUCTURE ASSUMED AS JASON A. FREY, P.E. � � / , �, / I L � � ; / � EXISTING FOR THIS PLAN SET TEXAS REGISTRATION N0. 88485 � � � '�� � � � , , � _ _ � , � � OCTOBER 23, 2019 � � a / >0 X 10 � - - - - 15 � . 0 d / � / / / \ / � - W.E. D.E. a � /y` ��, `� � / � 1 BM1 - "❑" Cut found on top of curb at the south median nose approximately ! ! C A U TI 0 N i i ° � � � � - / 691 feet southeast of the intersection of Solana Blvd. and Daws Blvd. Contractor to ver�fy eXact iocat�on 2 �� � � � � �' - - � � EIeV. 668.963' & Depth of Exist Facilitles Prior to � �� � � `� � � � � � � � , any Construction Activities i \�, o �� \ I W,4LL MAINTENAIVCE � \ BM2 - "❑" Cut found on top of curb in the west turn lane median at the i i i � ESMT. r � CAUTION . o � �� �� I / � / , intersection of Davis Blvd. and Hwy 114 approximately 38 feet west of the coNTACT: �-Boo-DiG-rEss o �� � � / � � � ��� �/� � � centerline of Davis Blvd. and 8 feet southwest of traffic signal pole on �� HouRs PRioR To CONSTRUCTioN a /� � ` �_ southwest comer of intersection. o � � �� � f\ � �_ Elev. 667.93' � �i,� � , � � LOT 2 � ��, - REVISIONS � � \ \ � \ n n REV N0. DATE DESCRIPTION � , / / ,� \� \ �\\ / � � TBM1 ❑ Cut in median nose located N 700 feet southeast of intersection of Davis / / ,\ \ \� \\ \ \\ \ � Blvd. and Dove Road. Elev. 668.96 J � - TBM2 - "❑" Cut in median nose at intersection of Davis Blvd. and Bull Way. Z Elev. 679.58 U O m / o LEGEND � � � N � � � DRAINAGE AREA BOUNDARY DRAWN BY: � w EXISTING CONTOUR LINE CHECKED BY: i o Table 1: Ih•ainage Areas N Area Area Area Coeff' Time of 5 YR 5 YR lo YR lo YR 25 YR 25 YR 5o YR 5o YR l0o YR loo YR s5o PROPOSED CONTOUR LINE �, DATE: � Designation (sq ft) (Acres) C Asphalt/Conc. Commercial Single Family Grass Concentration Intensity FLOW Intensity FLOW Intensity FLOW Intensity FLOW INTINSITY FLOW - - PROPOSED STORM SEWER 0 0.95 0.70 0.65 0.35 Tc (in/hr) (CFS) (in/hr � ) (CFS) (in/hr) (CFS) (in/hr) (CFS) (IN/HR) (CFS) PROJECT NUMBER: 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 Y A 1 12,273 0.28 0.70 028 10 6.82 1.4 7.99 1.6 9.20 1.8 10.53 2.1 11.55 2.28 o EXl 34,657 0.80 0.84 0.44 0.35 10 6.82 4.6 799 5.3 10.20 2.0 10.53 7.0 11.55 7.71 P3 �DRAINAGE AREA NUMBER Sh eet N �. m � EX2 13,341 0.31 0.88 0.22 0.08 10 6.82 1.8 7.99 2.2 11.20 2.2 10.53 2.9 11.55 3.12 � Ex3 s6,�64 t.�o o.gs o.94 0.24 o.i2 io 6.s2 1.g �.99 2.2 i1.2o 2.2 io.s3 2.9 ii.ss i2.�s 3.51 32.5 �100-YR RUNOFF IN C.F.S. � � �� ���� � � � DRAINAGE AREA IN ACRES D R A I N A G E A R E A � Z ♦ DRAINAGE FLOW DIRECTION M A P J C7 ci� � STORM DRAIN INLET z � 'o �� sHEET C7 oF c�o ma �� � a a /, � � I �� � � - � j� � �� � � TROPHY CLUB � � � / ' // / I I ., I \ / // / / ' ���'°�� �,��� � � / i� � \ \ � / / / / � / ' / ,r��F' �� � ��'c �BOB JAMES � � � � �� � ��1` �� � /� � � � ��� Medlin� Golf M���� �� Y � � � � �� � Cemeter c^ � � � � �I � � ��� � �/ I � � � � ��Sv���� OPHY��v � ����CourseSEMINOLE �-� � i � I / , / / � TR �, O� Vl qY � � c� // `° /� ' � /' i \ � � \ \ / �/ / // / / �t�`F,9 op P J�o��F FRESN MEADO`N ma Z N Q � I � �� i � � \ � � � /� / ��4 �' s,�� v' �� NESS � x � � W � / G �NVER / / �d / / / \ � � �/ ��i% / /! � � �' �oz�m � Y / �� / , \� — �/ / � 6 i y � � BGE, InC. � / ° a / � i � � _ _ _ � '/ / / WESTLAKE � � � INVERNE � 2595 Dallas Parkway, Suite 204 / � / ��'� � ; � �, � ��i / �, p Frisco, TX 75034 / � aa � / / 6' � ���� � � � � ' / s � � � � / � Tel: 972-464-4800 • www.bgeinc.com �- � // � ° ° � � B �0 C K � � � � � KINc TBPE Registration No. F-1046 �� � � �� ° �� 10' X 10' _ � � � � � Contact: Jason Frey � � �� a � W.E. �0 T � � i /������ � � � / Q 114 Tel: 972-464-4821 / / � �, a � / ��o / / � � Copyright 2017 / / � � � 6' LIGHT / � — / Q SOLANq e�� � / � � ESMT & � � — � � ' � ��o��r i � � / o.B. / ; , — / � � \ '� / / DOVE ROAD C'��s, �9 � /l a �, a a a a � � \ \ � / � � � B �OCK � a o `�TF / / / / J � / / . ��O (O � � � �� a , - =� � , � �� � � L�T '� � � ��`� � i i� i� � a° � , _ i i � � � ' / � - � - � i � a _ � , � i / / VICINITY MAP � �� �/ � � a ° a ° o a \'�� � 6� LIGHT / / / / / (NOT TO SCALE) DEVELOPER // � %/ � '\ J '° ,J \ \ D.B. j & � >o' x 20' � � CENTURION AMERICAN � a rRi couNrr / � � � a a � / / 1800 Valley View Lane, Suite 300 � / / � , ELEC. ESMT %� � � �j �, � � i ' � �� Farmers Branch, TX 75234 �� / - � / � � � � � -' ��� <� �' �' `O Contact: Michael Beaty � / / / � � i / � ` � �,� Te1: 214-287-9009 � �� � � � � � ° � � /� � � � � / ° / / � � '° �L� � �!/' � � � � � � � � — � — � �a a a � '� MOORELAN D _--/ /'-� / J � / � , � � � � � � � / � I o a / a a a � a � �cn C��el ��,�t _u�.,r.�ct cr J n.�in �. . i , .� . .rt - a n ° f � �� ° � ° � � / /Q / T � � \ a 4 ° g � , o i � // Q/ � ...... � � 1 � a ° � / a oJ -- / � � ' " � � ' � � _ � — � ,a � ,� � �' �, ���, � �� �� ,� � / � � � — � Q Q � � / '� � � � � W x � / / � ` l \ � / l Q w � ; 2� PUBLTILITY ESMT. ' ,, /l ' B L O C K N � 1 I I � — 0 5 �0 20 (� � /� //� , � ' II � / � � Q � � � � LOT 1 � �� / � � � � � � , a / 3 LIGHT _ � � SCALE: 1" _ �o' i - i � � l 10 , 998 SF oSBE — � � � � U Z � � -f- � �, Q � / ' / � ll / _ ' MODIF/ED) � \ � � - - _ Z � � Z � � � /� , R ETA FFE 671 . 55 � ( � I � � i i l � — ' �o' x �o' �, I � `� I_- (,� w � z , , , G A R A G E F F E — 6 6 1 . 5 5 wE ,, , � 1 � � U � � Q � o � w � � � � i i � � � � i , , 15' D.E. � � ` �a' � � , ___ — — � � � � � � �/ �/ / � I // (TO BE —� �CH EX/STING � Q � M � ~ Q � -- � : , / >0 ESMT , I ABANDONED) �\ � �c 61.59 Tc s161.95 (� � W � � _ � O .. � \ � � � � � � � l� � � I Ma rcH caRacE � � � � � Z (� W / � � � � I ECE�a rioN ss�.55 , � � � W � � r � � Y � � � � � ° � � � ESM T � MA TCH GARA GE �° � � �� � ���� � � � � � J � ELE�A T/OiV 661.55 � � � � � /� �� � � � �� � � � � � �\ � TC 665.Bl MA TCH GARAGE a �� ' �° � � � � m (� � � �� � � � 1 ELE�A T/ON 661.55 �a � � � Z � � � �J,J � � � �/� I � � MA TCH GARAGE `� � V 0 � � � � ° � ELEV,4 T/O/V 661.55 � � � � N � �� � � � �' � . j � � �J� TC/��/� i� � ° a I `� � � �� � � a o � � � w,a rER ESM r � � ,' a a ° a � � � a° _ � _ � I a re ss��� � � , , � � O ri � �� '" i � � a � o� I TC 665.45 — � — � — - �� a co � � � I � � Z � Z �`' / ° / o ao � ' �' � _ —�- -7G1A7CH EXIST/ ° a M TCH EX/ST/NG � \ W � � � " / / l � ° — - — — ° a � ° � � � MA TCH EX/ST/ T�661.�0 � U O o < / — a / / �� , J� � � a— l a o a o � re ss2.42 I � 6' LIGHT \ � � � �� ��� � � TC 670.52 � ° � � a � ' M�'rcH Exrsrin�c ° l a � ' �� ESM r & D.B. � � � o a o � � MA TCH EX/SF/NG MA TCH EX/STING � � 'v � � a � I \� , �� TP 664.00 � TP 662.95 � � � � c� � / / � � RE 2o[F �F�XIST/NG ° �'� ° VARIABLE � � � �� B LO�K M THESE PLANS ARE ISSUED FOR o \ � THE PURPOSE OF PRELIMINARY � � a RB AND tiIA�CH P IiMT � ° � MA TCH EX/ST/NG ���� A TCH EX/ST/iVG REVIEW AND ARE NOT INTENDED � �� � ° �i� � �. ��a � � S.S.E. � TC 664.31 I , � I� 662» � � � FOR CONSTRUCTION. o � ,� � �� ��o � / (TO BE M00/FIED) � � �� �� LOT � � � WHEN ISSUED IN / � FINAL FORM THEY WILL BE j �( M �TC EX/ST/N TP 669.26� � � \ � TC 662.53 � � � a / // � � ATCH EXIST/NG / � � � � � � � � � /�o � � SEALED, SIGNED AND DATED. a N // ��` a� � i�� � � � � � � � � RESPONSIBLE ENGINEER: � � � � � � � �/� 10� ELEC '\ � '�� a � � TEXAS REGIS ERED ENGINEERING � /� � i�a / / // / /� �I ESMT I � � � °�' \ \ \ JASON A.FFREY6P.E. I � N / aa /� L � � � � / e�� �� \ � TEXAS REGISTRATION N0. 88485 � �� � � _ - - - - � � /�� >0' X 10' � _ � ; \ OCTOBER 23, 2019 15' � / o / / a a / W.E. I D.E. �� � " a I ii ii � � � �� I I � � � � � a � � CAUTION . . � �.� � / ` C / - — \� / TC 662.91 Contractor to Verify exact location / \ � � � � � �� _ — � � � � � & Depth of Exist Facilitles Prior to � � � 6, � � � \ NOTE: any Construction Activities � ° � / \ o �� � � W,4LL MAINTENAIVCE / �ATCH EX/ST/NG' ALL WESTLAKE ENTRADA INFRASTRUCTURE ASSUMED AS � a � � � / \ I / � E S M T. I lre ss2.ss � � E X I S T I N G F O R T H I S P L A N S E T. C A U T I O N ! ! ! o a � � � � � � � � coNTACT: �-800-�i�-rEss � ,/ / � /� � � � � �� � � B��O C K � � � � � ALL SPOTS TOP OF PAVEMENT UNLESS OTHERWISE NOTED. �� N���Rs PRioR To coNsrRucTioN � °' � � � �� i � / \\ � % �, a 1 / ) �\ /� \ \ � LOT 2 TBM1 — "❑" Cut in median nose located N 700 feet southeast of intersection of Davis REVISIONS � �a ' \ / � � � � � \ � \� Blvd. and Dove Road. Elev. 668.96 REV N0. DATE DESCRIPTION � �;� � � \ / � ,� �\ \� �\� 1 � , � � ° / \� I / �� � � � �\ � \ � � � TBM2 — "❑" Cut in median nose at intersection of Davis Blvd. and Bull Way. � � � / ,� � � � � � � � �� � � � / Elev. 679.58 �, � �� � � / � � � � — � / � � �\ � �� /� � TBM3 — "❑" Cut in median nose at intersection of Davis Blvd. and Bear Way. m I I / I \� � � � �\ � � � � 1 � � Elev. 683.26 � � � 0 � / � � � � \�� �� � � � � � ' � / � � . � � � � � ��tiC/ I / � TBM4 — "❑" Cut in median nose located N600 feet east of intersection of Davis Blvd. � / / — � / • �� � �\ � � / � and Dove Road. Elev. 648.47 � � � � � / � �� - i o � � / � � �� \ �� � � � �`�" � i DRAWN BY: � / / � � � B LO C K N � \ \�\ 1 I / CHECKED BY: wl � - - � � � Y l _ - - - - o LOT 3 � � 1� , - 0 ., ._. , �,,: � � � � � � , � I � DATE: o I � I , �;> �� / � LEGEND � � " � � � I I I I I ��'���' �� I � i FH PROJECT NUMBER: � -�- PROPOSED FIRE HYDRANT Y m Sheet No. o SSMH PROPOSED SANITARY � • MANHOLE G R A D I N G P L A N � PROPOSED STORM INLET w � �' EXISTING CONTOUR LINE 0 Z � 650 PROPOSED CONTOUR LINE U �' ..- � Z a�i �o C�� SHEET C8 OF C10 m ti TROPHY CLUB o o � � J �O O �� J \ ����F' CRE�'���G�"c �BOB JAMES �v Medlin MEqO� �� � � e�R�5�,,5�� Cemete�0 Golf r Y � ��, Course � J o - S�N TROPHY 2 FAlgy SEMINOLE -� � _ �' �i �P �(C q r w � � � ! - 114 ���9 Go� �'O�,�cr FRESN MEADO`i'� ma Z N vQ ° ` s'�G U' �u� �NVERNESS a x Y � I � G� � ``���"m � Q ��_ ` � � z ` = BGE, Inc. � WESTLAKE c� INVERNE � 2595 Dallas Parkway, Suite 204 �. d �. I � �N � / ���� �, p Frisco, TX 75034 � / �, �� � Tel: 972-464-4800 • www.bgeinc.com � � — � _ _ � � � KINc TBPE Registration No. F-1046 / � � ; Contact: Jason Frey � � \ � � 114 Tel: 972-464-4821 n/ g� K O _ \ � � Copyright 2017 10' X 10' I 1 �� N e�� ° / / (�/E L O T I R ,;'j \ Q SOLANA 0 ��r �I , � ' ��° a / \ DOVE ROAD C'��s,� ,� / 6' LIGHT ' �� �i% o ��'r`� � ESMT & �ooa � '� \ �� N � � D.B. / �t � � \ \ / , ;, , a / ' / � �� B �0 C K � � � ° , , � ��� � � � VICINITY MAP � � /// � � �„ OT � (NOT To sca�E) DEVELOPER � � �� � �� � �'� �,�' � CENTURION AMERICAN , �-- / : ° a a � � 1800 Valley View Lane, Suite 300 � ° ° o o � \ � 6' LIGHT Farmers Branch, TX 75234 a ESMT &� 10' X 20' � , � D.B. TRI. COUNTY Contact: Michael Beaty . , ° ELEC. ESMT Te1: 214-287-9009 / � �' � \ �-__ � ; � � -� MOORELAND � �X R" SSWR SER V � a -� � !G— Q :7 � � En.Jin�or��� . C��vela�m�,�t � •�u�:[r.�ct�cn - � � \ �. = 659.00 � ' a - J a - � - � � a � = a � �� � ,a - _ a - C a a � ��� i l � EX 8" W,4 TER SER V � ��.� :���� ` � a� � C a a � (� � � ' _ ° � a � a � � ° " W Q Q / � �• = a a ° ' a � ' � X a W w � ; coNNEcr ro Ex � w� 0 � � � � DUCT BANK SER l/lCE W / � . w � � � („ , � W 0 5 10 20 Q — � / i \ � SS � � � , ,, , � B L 0 C K N S S SCALE: 1�� - ,o� U Z � � � � � SS S S z � � Z cn o � � L 0 T � 3' LIGr, , — I -- S _ U � ., ._ ._ _ ; 10 9 9 8 S F ESMr.,,� '��� __ `� I— (� W � z \ � TO BE � U � / � ' MODIFIED � � O Q � \� R ETAI L F�E = 671 . 55 ,,� � REMo�E s �F oF z � � J W � � � � ��' X � ' EX 18" RCP STORM Q � w � � Q G A R A G E F F E = 6 61 . 5 5 TO BACK OF CURB m o � / AND CAP LEGEND � � � „ Q \ INSTALL: _ i SEE MEP PLANS � / �_ » , z � W �, >— 7 10 TRIPLE GRA TE INLET 10 ELEC ,� � / � I FOR COIV TlIVUA TlOIV FH � � Q � J Z Q �, , � PROPOSED FIRE HYDRANT J � o , C O N N E C T T O E X I S T I N G I N L E T ESMT l� � (r 0 B� F L >8" = 6 5 8.0 5 Q O � W � � \ ELEC ,`'��� , , A' / � l ll SSMH PROPOSED SANITARY z J w O m W a / . \ - C'A�T � O � � ;; / \ ' ,: / � MANHOLE � � J `�j � N —— � � � / � �' C PROPOSED STORM INLET � (� O "' � � � FD C _ FDC,�, PROPOSED FIRE DEPARTMENT CHECK z 0 Z � � / � w � � � 15' TCMUD � � PROPOSED DUCT BANK PULL BOX U Q O � %' � / W,4 TER ESMT ; � / 1'\ � � 3 / \ �� -� / � / � PROPOSED WATER LINE �; / � � / — �� \ PROPOSED SANITARY SEWER THESE PLANS ARE ISSUED FOR i � %% � ��� � THE PURPOSE OF PRELIMINARY 6 LIGHT =� / �� � ESMT & D.B. REVIEW AND ARE NOT INTENDED Z / / � PROPOSED SINGLE CONDUIT DUCT BANK FOR CONSTRUCTION. ' WHEN ISSUED IN i � l � \ I V.4RlABL EX 6" SSWR \ O C K IVI FINAL FORM THEY WILL BE � CONNECT TO EX PROPOSED STORM SEWER a l S.S.E. �. „ _ SEALED, SIGNED AND DATED. � � TO BE EX 6 FIRE SER l/lCE FL 6 — 653.64 `0 T ' �_ �' l � MOD/F/F CONNECT TO EX � \ \ RESPONSIBLE ENGINEER: � � / /NSTALL: / BGE, �Nc. N / � EX 2�� DOMESTIC SERI/lCE / TEXAS REGISTERED ENGINEERING � � \ F/RE DEPARTMEIVT CONNECTION FIRM F-1046 �, • CONNECT TO EX � L \ \ \ JASON A. FREY, P.E. N / / / TEXAS REGISTRATION N0. 88485 i / � � N I \ � OCTOBER 23, 2019 o � �� � ESMr � \ a FIRE COVERAGE � � CAUTION ! ! i / c \ ` � / G ° � � ' � RESIDENTIAL RADIUS=250� Contractor to verify eXact �ocation � / �0� X 1�� � - J,5' \ ,� & Depth of Exist Facilitles Prior to o �� w.E ������ \ o.E � �, � � � any Construction Activities / / / � j / CAUTION � � � � � � � CONTACT: 1-800—DIG—TESS � � �18 HOURS PRIOR TO CONSTRUCTION o �� , W,4LL MA/NTENANCE ; / //� � \ / � � ESMT. ,� ? / � / REVISIONS � � � < B LO C K I V - � —� � � REV N0. DATE DESCRIPTION � x � / - � LOT 2 o � J � � � � Z vl / Y \ i U � O i � � c� NOTE: ALL WESTLAKE ENTRADA INFRASTRUCTURE ASSUMED AS o EXISTING FOR THIS PLAN SET � \ �� � � � 'v� � \ DRAWN BY: v \ . � 0 � CHECKED BY: w � • TBM1 — °❑° Cut in median nose located N 700 feet southeast of intersection of Davis o % � Blvd. and Dove Road. Elev. 668.96 � � � I DATE: � B L 0 C K I V ; �/ TBM2 — °❑° Cut in median nose at intersection of Davis Blvd. and Bull Way. 0 " � LOT � ` Elev. 679.58 PROJECT NUMBER: o � Y � ♦ TBM3 — °❑" Cut in median nose at intersection of Davis Blvd. and Bear Way. � Elev. 683.26 S h e e t N o. o � m / � I � N , � F TBM4 — °❑° Cut in median nose located �600 feet east of intersection of Davis B��d. Wq TE R S TO R M � and Dove Road. Elev. 648.47 � � ' DUCTBANK 8c w � � � SEWER PLAN 0 Z a C9 : U �' .� Z a�i 0 �� sHEET C9 oF c�o ma TROPHY CLUB o o � � J �O O �� J ���F' CRE�'���G�"c �BOB JAMES �v`' Medlin MEqO� �� � � e�R�5�,5�� Cemete�0 Golf ` Y � ��, Course � J o - S�N TROPHY 2 FAlgy SEMINOLE -� � _ c' �.9 �P VI(C c r J � � vvi �� � � � � �� � � � � � i� � � 114 ��`� �o� �'oo� ��RE�MeA�ow mQ z �� ' I w �� � � � � �� � ��� � � � � � d'�G �u� �NVERNESS � x � � � � � � � � �� � �� � / � � ���m � � \� — �% / � i y I � BGE, InC. � ° a / � � � � _ _ _ � '/ / WESTLAKE � � c� INVERNE � 2595 Dallas Parkway, Suite 204 �'� � � �� i / / ��, p Frisco, TX 75034 aa � / / / / 66S � � \ ���� N (n � � � / / Tel: 972-464-4800 • www.bgeinc.com ° ° � � B �0 C K � � / � � � TBPE Registration No. F-1046 � � , ' / � � � / � K�"� Contact: Jason Frey ° �� ° �� �0� � � % ���� � � � � Q 114 Tel: 972-464-4821 � , �o � � Copyright 2017 / <o / / , � a a / / - / - N e�' � — / Q SOLANA � � � � � `'`r — �o - � i / - --- ' � / � � � � � ��� � � DOVE ROAD C'���, �� �'° �° a ° ° � � / / � � ' B �0 C�K P o ����F �a � i � oa �, i� �� � � aJ \=�� , i i �� / � � � L�T 1 �'`� � � / / ° INSTALL STABLIZED �'� — � _ i � coNSTRucTioN _ _;j �/ � � VICINITY MAP - ` � i�� ENTRANCE a a — ��G� �� / � � / ' (NOT TO SCALE) DEVELOPER � i/ ��� i �� J � ,a � � � � � � � � / ;' CENTURION AMERICAN �� �� �� ' ° � � � � � � 1800 Valley View Lane, Suite 300 ad I � �, i ' / Farmers Branch, TX 75234 � � / � / � / _ , �o � � � � � � � ❑VERALL LEGEND Contact: Michael Beaty � / � \ \� / � � / ,�' Te1: 214-287-9009 �� � � FURNISH & INSTALL: � �� � � � � _ FH � 381 LF OF , , � � � � � PROPOSED FIRE HYDRANT � �� SILT FENCING � �� � � � � � . � � ° a � / ° SSMH PROPOSED SANITARY MOORELAND .� / � � \ a a / �-� En.Jin�or��� . 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I �' � � \ Q J � � (� �p ~ .. r i. ) . N � / // / a° / / i � / � ! � � � �� z w O w w °' � i � � I \ � a.o.r e.�r ar� � O � � � � , ° a � I � � T ' � � � � � a.i r w.N.t'�:ar� � � J � N � �� f /� j� / ! � ; � _ � � � � , � 1�!' n�r�iA° � � (!� � � / / ° / � � � � � _ — - � � U / / / \ I I � ' \ � � , � � � , � � i _ _ _ _ 1_ - - - - - - � � � � �T , z o z � a ' ' — \ � �, • w � � � � / � l � i \ — rt _ _ - - � � � _ - � � 1 U O o / � \ — � I . . � � � / // — . Q O J d /� / I // \ I I I \ • �• �� � �, ,� �� � i � � � I � � � � � � � �, / I � � o � / � � ° �� � � � I � _ � � � � � �� THESE PLANS ARE ISSUED FOR 'i i � � a � � . � � B LO�K M THE PURPOSE OF PRELIMINARY o / � a / � /� � � ' � � � REVIEW AND ARE NOT INTENDED � � � � � �� LOT � � FOR CONSTRUCTION. z � � � m � � �� � ��� �j � � � � � � � � FINALWFORM� THEY WILL BE � / � a / /� � \ /�' � / / � � � � � / � � • � � � �� '� • SEALED, SIGNED AND DATED. . � �/ � � V � � � � � 1��Nw to Ilo�i�r . v, /� ��� a � � � � � � I � � � � — � � RESPONSIBLE ENGINEER: � � � � �� � � � � � � � _ �� 7 \ � �� , � • � BGE, INC. N � ( � TEXAS REGISTERED ENGINEERING ° � � /Jd / / // � / I/ I \ � / / �/ \ ` 1 — r JASON A. FREY P.E. / / L// �/ � � \ � � • �I FIRM F-1046 / � � / � ,° �� / � � � � � � � � � • • TEXAS REGISTRATION N0. 88485 � � � � � �/ � � _ _���;�_ _ _ _ � � � � ���.� �� �� OCTOBER 23, 2019 � ' / �� � v , � � i � � � ° ' ° � ° � � � 1 R,o�, ! ! cAUTioN � � a � � i � � . -- � ° ��' � !\. � � ���� � � �� `�' �� � 'I � Contractor to Verify exact location � ��, � � � � _� :� — �� �I � � � � ���� ��W & Depth of Exist Facilitles Prior to � � a � � � �+� � � �ii�ii � � � aYly COY1StYUCtI0Y1 f�CtlVltl26 ������������� ' �! � � ��,��� � ===' i � �� � � � � � S TA B I L I Z E D C 0 N S TR U C TI 0 N E N TR A N C E �A�T�o N � � � ' � I , � � � a l � � � A i � � � \ i � \ � CONTACT: 1-800-DIG-TESS / �18 HOURS PRIOR TO CONSTRUCTION ° t\ ; ,, , � ,�;;;� '> �- � �` �� `� � B��ocK N / ; � , TOP ��Ew � � i � � \ ' �� � , � A o ������������ ;� � ;��;�' // ��, \ � � ' ) / '�j � ��' -� � � � LOT 2 � � � RE��S�oNs � � /� � � �� �� �} _-��� � �� �� �� � � � � � �ANY LEI�TH PLUS � TO SEAL ENDS� REV N0. DATE DESCRIPTION � � �; �/ ��'�_�� � � � �,, ,� �� ��— , � \ � � � x � � � 7� o IJ Z 1� Y IU � O m N �� NOTE: STONE OVERFLOW STRUCTURES OR Silt Fence General Notes Erosion Control Mat Notes � � �� � OTHER OUTLET CONTROL DEVICES SHALL BE 1. Steel posts which support the silt fence shall be 1. Erosion control mats shall be in compliance with � INSTALLED AT ALL LOW POINTS ALONG THE installed on a slight angle toward the anticipated NCTCOG Best Management Practices. Erosion �' A'� FENCE AT A MINIMUM OF EVERY 300 FEET. runoff source. Post must be embedded a control mats may be used in place of, or in � i� � minimum of one foot addition to silt fence for sheet flow filtering 8r � � � DRAWN BY: 0 2. The toe of the silt fence shall be trenched-in applications. —� 0 5, with spade or mechanical trencher, so that the 2. Mats shall be installed and anchored securely to � �i . ��� MIN, down slope face of the trench is flat and the ground in compliance with the J- w �� ` � EA. s,oF g, perpendicular to the line of flow. Where silt manufacturer's recommendations. � � � CHECKED BY: a� FL�F�►YA�IK 9�1�Y MAk, fence cannot be trenched-in (e.g. pavement or 3. The width requirement of the erosion control � ��• ° p � L 0 T � F�W������� H rock surface), weight fabric flap with rock on mats shall be comparable to the width of the ; ���� � uphill side to prevent flow from seeping under disturbed surface to be filtered. The minimum DATE: SILT FENCE 3 g�� � fence. width shall be 10 feet for Single Family lots and o ��Z N 3. The trench must be a minimum of 6 inches 20 feet for Commercial applications, unless S I D E V�E W E N D V�E W o ���Y��R� deep and 6 inches wide to allow for the silt otherwise approved from the Storm Water Utility � FA�.W��LMX4TEXB0 fence fabric to be laid in the ground and Manager. N�'�'ES• PROJECT NUMBER: -o `NIO A�ICII NO E NlClld� backfilled with compacted material. 4.The width of erosion control mats can be �� g��(,�, �r4-� QALVMN�D HOG PAI�EL FRAME. o � ���K�M� / �I����11 YA�IK 4. Silt fence should be securely fastened to each reduced when used in conjunction with silt fence Z FA�K� G7F-�W � �VEN HM�N�IT o � R�F�W�K M� steel support post or to woven wire which in and block sod vegetotive buffer strips. In no F� � �TM .f �s �Y a � m E A1T�W A A—Npl Q�� Tpp OF turn is attached to the steel fence post. There applications will erosion control mats be less S h e e t N �. o �����q�� � 6" M�N•Ep�H SIDE shall be a 3 foot overlap, securely fastened than 4 feet wide. 3" q�AVEI' BAG� W PR07EC7� FN.L �TM qtAVEI' � �1 SIIE DRT' N �FAS�W wE� T �,OW/' OF�SIL`�FENCE Where ends of fabric meet. ,` ��' � ��' �S' � � �� � � 5. Accumulated silt shall be removed when it E R 0 S I 0 N C 0 N TR 0 L i I ���4� 1 1/2" FILTER STONE � �r �/�\ reaches a depth 1'. The silt shall be disposed of ADVANTAGES: w � �N \/��j� \ 12„ at an approved site and in such a manner as E� � ���A�� N /�\/�\/� / to not contribute to additional siltation. s EA$E � MANIENMICE P L A N N I ��j���j���j�����j��; 6. Silt fence shall be removed when the site is C F�IOED AT 70P Mp BOrTTOM 7� F1T M106T GJRBS � � � ////\/\i completely stabilized. p � � � 0 7. Rock filter dams shall be used at concentrated a high flow discharge areas in lieu of silt fence. i z� INSTALLING A FILTER FABRIC SILT FENCE � O wa SI �T FEN CE STON E OVERF�OW STRU CTU RE HEAVY DUTY CURB INLET PROTECTOR �- SHEET�,o oF �,o ma / � � � I � TROPHY CLUB o o � � � � / N o � � '� ,� � � �i� ' ��'°�-� �,��'� � � � � �/ // � // / �v`'�\�� Medlin ME O�� �`G�� "BOB JAMES - � � � / � 5�,,� Cemetery Golf �" � � � '�� / - �R ���q 0 < / _ � v Course - F- �, a o / / // / `�� TROPHY G ��2�9 \P ���dycr SEMINOLE J= �-c�= o rn / � \ �/ 114 �� �,� ��,y r FRESN MEADO`i'� ma m �' � ,i� i � O � ww z q � � � �I /� � s'�G � �� �NVERNESS a x I W �� ��'� � � p�� � '� �� � � � � � ��z"m � � I Q BGE, �IIC. �/ �/ \� _ _ _ � / � WESTLAKE � � � INVERNE � 2595 Dallas Parkway, Suite 204 / _ � � ; � � i � �� -�� � � � �'� � ���� �'�, p Frisco, TX 75034 � � EXISTING STREET Tel: 972-464-4800 • www.bgeinc.com � B �0 C K � - / TBPE Registration No. F-1046 � � ��-� , �i LIGHT K�Nc / / � � � Contact: Jason Frey � LOT 1 R / � �'�'� � Tei: 97z-464-4s2� ;�` � � � � �i �� 0 114 Copyright 2017 . �� /" / j� ,- ��� 0 5 �0 20 � e�� i - 9/ n � � / , = _ _ __ _ - Q SOLANA `� / EXISTING STREET !� - � i� �� �/ LIGHT %� �� � sca�E: �" _ �o' ��o�°r � � ;' DOVE ROAD C'���J,� � % J C ����;��° a , ° � � � , , �� B �0 C K P � `��� a , � , , ,,, ; , �; � , oa � � � � � � � ' , � �� ,� � �OT 1 � � � , � � � , a a a � , ; �`� Q � �� �, a a � , ; � � ,� � � ,.�, � a � i� ��� � VICINITY MAP - ` � - � � � � � , / ��� � .. � � � ��-� � (NOT TO SCALE) � � , �a o � � � / " � DEVELOPER � ;� , ` � ��� i � � � � � � ' CENTURION AMERICAN �� � � � °� a a � �"�� � �� � 1800 Valley View Lane, Suite 300 / __- �� - � � , � �I � � � � \` = Farmers Branch, TX 75234 -- ,� � ., / a� / � � / , � ------ Contact: Michael Beaty � ;; �,� :�� _ �:� � � L E G E N D Tei: 2�4-287-9oos i �� � o i �� �� — , � � ` � , , �,� � _ � a � � � � � ° ° PROPOSED LIGHT POLE � -� a � a - ` ' � ' � � � O E , a — a � � �--_ M OR LAND / , _i � / �' � ' - — ... ---; � � � - -- .. ------- -- - �ori � C��el ` ��,�t _u�.,r.�[t cr � , �. -- ---v- a a a a �— - � -� — En.�in �. . i , .� .n . : .. � . � ,�/� / \� ° ° � '; a a � a a �� PROPOSED TYPE A GROUND � ` � ° � - 0 BOX WITH APRON - _ � , �� � � � � � � _ — ✓ --- , _ _ � � , a � a a � _— - � � � � - . a � _ _ � — PROPOSED CONDUIT ' / � / / / � , � - ��� � � � , � _ --- -- --- i � �, ---- — (n / . -- --- � � � � �� � � -- - --- � � �� � j � � � � � � � -- � TRANSFORMER (POWER W � X / _ n _ w= T � � / iii/ � -- � SOURCE � � _ __ -- ) Q Q � � / �,� °° �� �� EXISTING STREET ����� -- ���- � ' � ; � � B L0 C K N ��, u ���HT --- -= - --- � � � , � � � - a �, _-_ ; _-. _ - — U Z _ - ,, � ; // J // LOT � , � ;- - ___ __ - - — _= - SERVICE METER Q � � ' � � O � � � i Z � � z ,' ,' � 10 , 998 SF ; � � I ; - � a _ — � �— C� W � � // / / � // R ETA L F�E = 6 71 . 5� � � � � / � ILLUMINATED AREA (PHOTOMETRICS) U � O Q Q � / p ALL AREAS OUTSIDE OF SHAPES ARE 0 z � � J W � � � � / ��' �/ � GARAG E FFE = 6 61 . �� � � '� � FOOTCANDLES, THE INNER SHAPE IS AT LEAST �J,J Q � � � a a �' � � �� _ ��� '�� � �� 0.2 FOOT-CANDLES AND THE OUTER RING IS � � � � � � � �% � /, � �/ >� � �� 0.1 FOOT-CANDLES. � � � � Q O W N � � / �� � w � J � Y � i Q � z .� � /a � � - � I —� � � � � � � W � � � �. � __ � � � / -� �/ , � �. � � � � J � (� �0 � � � �d � � � � I � NOTES: 0 LLJ O w W °� / ; � � a � � ,' T _� I I 1. ALL WESTLAKE ENTRADA INFRASTRUCTURE ASSUMED AS � < � � � J � � ,� � � J � � EXISTING FOR THIS PLAN SET � � � N / ' � � a / u U _ _ � 2. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS � � 0 / ' � � � OTHERWISE NOTED � � 0 Z N / „ � ° , � / _ _ _ - - - - - � I 3. EXTERIOR ARCHITECTURAL LIGHTING PER THE DESIGN z i � o / �� ; �� _ _ _ - - - - - I � GUIDELINES. W � � � , - - - - U O � / / � _ — / I I BM1 - "❑" Cut found on top of curb at the south median nose approximately � � � � '/ �� � � / I �; � � � � � / � 691 feet southeast of the intersection of Solana Blvd. and Davis Blvd. Z � Elev. 668.963 _ / / a / � I THESE PLANS ARE ISSUED FOR J / � � / / B LO C K M THE PURPOSE OF PRELIMINARY � � a a � � I BM2 - "❑" Cut found on top of curb in the west turn lane median at the REVIEW AND ARE NOT INTENDED � � / I intersection of Davis Blvd. and Hwy 114 approximately 38 feet west of the FOR CONSTRUCTION. Y � LOT 1 � -' a � � centerline of Davis Blvd. and 8 feet southwest of traffic signal pole on WHEN ISSUED IN ° ----- southwest corner of intersection. FINAL FORM THEY WILL BE -- - ° �. - ,, � �� � �� a � �� �'� �, � � � � � � � � l� l� � Elev. 667.93� SEALED, SIGNED AND DATED. / N � a�/ � I I \ � \ � TBM1 - °❑" Cut in median nose located N 700 feet southeast of intersection of Davis RESPONSIBLE ENGINEER: o � � � � � 7 Blvd. and Dove Road. Elev. 668.96 BGE, INC. N � %JQ � / \ / � � � ' _� TEXAS REGISTERED ENGINEERING / �/ y � � „ p FIRM F-1046 N / / / // � , �' TBM2 - ❑ Cut in median nose at intersection of Davis Blvd. and Bull Way. JASON A. FREY, P.E. i / a / ❑ � � �%i / Elev. 679.58 TEXAS REGISTRATION N0. 88485 � / � / _ _ _ � OCTOBER 23, 2019 i'� �, , � / - - - - - � \ � � � a , � , - I�/ a /i � � � , � � � cAUTioN � � � � � � � :� � Contractor to Verify exact location � � � � � & Depth of Exist Facilitles Prior to � a � � � � � � any Construction Activities o � �� �� � I / � CAUTION � � � � a � � � / i � o � '� � � / �� HouRs�PRioR 8 o coNsrRucTioN ; � � ,� � � , > � B �OCK N % ��� �' � ! � /� � �� � �'� V �OT 2 � �� % � REVISIONS � /� � �� A � REV N0. DATE DESCRIPTION � � / / � '� / � / � � � ;/ / � � � � � o � � � � / J \ / Z Y � � � � / \ ' / U � � �� � � � , �; � o O m / / �� N / O / / N / � \ \ / o �� a � \ � DRAWN BY: o - � / � � � � B LO C K N / � CHECKED BY: w � LOT 3 � i ��, � � 1 / � � ' DATE: ° I � ,1 �; 0 I PROJECT NUMBER: o II � V - i I '�i 1 � � . Sheet No. o , N STREET LIGHTING � � � w PLAN � � � 0 Z Q � U �' .� Z a�i �o C�� SHEET C11 OF C10 ma � STUDI D E S 1 G N G R O U P Studio 13 Design Group,PLLC. 386 W.Main Street Lewisville,Texas 75057 469-635-1900 TBAE Firm#BR643 Y�,::.. .,. / �'�� � � / ����ri�sfqpf � / / \ � � � �,'``'�' �D W 9�'f- �� i ,; � � � � , , \ �� LANDSCAPE LEGEND � �P R�,��� i � �� i i �► J � � �i �� �i �i �� ,9�� � �� � � � I L I VE 0�4K / G2UERGUS V I RG I N 1,4Nf� TF � '� / �� / G I / LO �3" G,4LIPER, 10' HEIGHT) r � �// � / / �� �� � O � October 5, 201a - ! \ � / � / \ � � � / � / � � _ / � / � � LE 3 L�4GEBARK ELM / ULMUS P�4RV I FOL I A / / � \ � (3" G,4LIPER, 10' HEIGHT) / / � / /� �/ � _ _ _----- � NORTH � � �/� / — — — � ��$ 3 EX?�S R�DBUD / GERGIS G?�NADENSIS 'TEXENSIS' Q � / / • a o o (2" GAL I PER, 6' HE I GHT) 10 5 O 10 ,� � � � - . � �; i i � - - °' � � — � � � � 3 P055UMH?�W HOLLY / I LEX DEG I DU?� i�� = io� - o�� � � � � ,e � / / � - - , (2" G?�L I�ER, 6' HE I GHT) Bar is one inch on ariginal � / / � � _ _ " drawing. If not one inch on this o / / � � sheet, adjust scale as necessary. � GOMMON BERMUD?� / - - � 3 I T?�L I?�N GYPRE55 / GUPRE55U5 SEMPER\/I RENS � R,415ED PL,4NTER5, � (30 G?�LLON, 8' HE I GHT) I I SOL I D SOD � ai � +, �,P � / �� � Np One Inch o / / � / / � / o a � � �� � � , _ � � 2 ?�G?��/E / ?�G?�\/E ?�TTENU?�T?� � I Q ° � � (30 G?�LLON, 24" HE I GHT) � � � x � / / / ��. , \ ���� � '� I I TEX?�S S?�GE / LEUGOPHYLLUM FRUTESGENS � T �' �' �' o \ o � � �� � � � � � L� ��\\ ' �' , � (7 G?�LLON, 32 HEIGHT) � � � � � / o / � ��\ ,_,_ I N / / � � 2 L I TTLE JOHN BOTTLE BRUSH / G?�LL I STEMON 'L I TTLE JOHN' � o / / � � �1 ji O (7 G?�LLON, 36" HEIGHT) � a � �� / � G���� L — — — �j � � � ir�r � �� � / O� �� 27 TEXAS SOTOL / D�iSYLIRION TEX?�NUM � � � � � / , _ _ _ _ (5 G?�LLON, 24" HE I GHT) ^ � O rO / f��..� -�'-, \..� � �� � / L� ' Q O r I � 6 SOFT LE?�F YUGG?� / YUGG?� REGURVIFOLI?� � a � O �/ �� � � � (5 G,4LLON, 24" HE I GHT) � � � � 4" STEEL EDGING � � � �"' � � TYP � � _ �- - - - - V �' Q � i l �' \ ;�_� � \� 30 GULF MUHLY GR,455 / MUHLENB�RG1,4 GAPILL,4R15 'REG�4L MIST' � v� � Ol .. � � � � , O � �r� � (I G,4LLON, PLf�NTS SPf�GED 30" O.G., 12" HEIGHT) �/� � I--I � a°� / � ��/—�% �jl� V 1 �i �i �, // �/ IIII ---- Q ►-� � Uj m � O � _____ 65 SI DE O?�TS GR?�M?� / BOUTELOUA GURTI PENDU?�L (� � / � � � � C I ---- (I G?�LLON, PLANTS SP?�GED 30" O.G., 12" HE I GHT) � � N �� � � . • �����, . I `lj '�"{ 4--� � W O � / � � �- ��,� /� ;" 50 MEXIG,4N FEATHER GR,455 / STIP,4 TENNUISSIM,4 �\ (I G,4LLON, PL�4NT5 SP�4GED IS" O.G., 10" HEIGHT) �+ v / �' /, � / �. ' �� � o � , . , � ,, , . � � , . _ � � '�, � � � � i / /� � � � ° � , �;; , �_ p � � �/ %, ) �-;�,\\ ,�"�,�;\\, � \ � , i;i H �o // � �/ �c � , , , � r I 60 TR,41 L I NG L,4NT,4N�4 / L�4NT,4N,4 MONTE�/I D�NS I S � � � � '� ,� � s ,_ � �� ,��� � � I�, ' Q / , l � , i� (I G�LLON, PL�NTS SP�GED 12" O.G., 6" HEIGHT) � � � m / � � j� ,, � / � , � , � ?��? �, � ��;, � �+� �/ �/' >/ r, / O � �f 2 GREEP I NG ROSEM?�RY / ROSEM?�RY OFF I G I N?�L I S PROSTR?�TUS � _ . i r ll � ��`-� '�'� ; / � i, � � � � ,-_, ,`� o , � ' ;,���` a� � �� �y � � � ; �� '� � �� � � � � (I G?�LLON, PL?�NTS SP?�GED 12" O.G., 6" HEIGHT) �L ,���., � � — � ` � ; , � _% � � �� o � ��� � - X , ,. a � � r� r �`� � ' � �`..� � �' " r, � x / 1� � � ��' � — — — � �� � 70 S�ASON�L GOLOR (TBD) � � � ' R�415ED P,4T10 �� �� � � � � � � � � ;� � � � (4 POTS �T 8 O.G.) �� r. ��. � a , � „ � � , � - = � ° � / � � '"� - ��- �� ,��� �� RAISED PL�NTERS, 485 GOMMON BERMUD?� GRf�55 � c � / �`� � � � � �� -%; � �=.���— — � TYP. SY SOL I D SOD l ` �- w � . � � � � �,i� ��a�� = � _ _ _ _ _ _ _ _ - - � � � �� �� T � \����. � ��, ,����� {,����, � � I � ' j j, ��K �F������ _ � � _ _ _ - - - - �"/ o // . \\ � _ _ — —. ._ .- - - - - � � � / I a � / � — I — � - - - � - - - � � � , _ _ _ - - j � ��� __� `� ___ _ - - - � cn , � — — — 0 ����= � i �. _.. .— — — - � U � �� �_ , .o � �oo / � � �, � 4" DEPTH R11lER ROGK � j `� / ° � � �o —1 � � � � RAISED PATIO BED, TYP. � � i , � � � � � �� j`/� � � L - '�-, -. �� � � � � �' �� � � R,41 SED PLANTERS, W j i�� ---� TYP. � ' ` � � ; � � v �L / �� ' � �1 � � � / � � � �. � / a� � � — L � / � � / � I / � Q / � � �� // � I � � �� \ � o �° rn M � PROJECT o \ � o BAR006 �� � °' SHEET . � �� c 0 o LI of 1 o � L � LANDSCAPE NOTES� PLANT LIST STUDI I. A TREE PERMIT IS REQUIRED FOR ALL REMO\/AL OF ALL TREES, PROTEGTED � E s � c; N c R o u ►� AND UNPROTEGTED. SYMBOL COMMON/BOTANICAL NAME SIZE SPACING QUANTITY REMARKS 2. PLANT MATERIAL SHALL BE MEASURED AND SIZED AGGORDING TO THE LATEST Studio 13 Design Group,PLLc. EDITION OF THE TEXAS NURSERY $ LANDSGAPE ASSOGIATION (TNLA) LO LIVE OAK / QUERGUS 1(IRGINIANA 3" GALIPER AS SHOWN 4 6' MINIMUM SPRE,4D; MINIMUM 12' HEIGHT; FULL ROUNDED 3s6 w.Ma�n street HEAD 6' MINIMUM BR�4NGHING HEIGHT; NURSERY GROWN, I [,eW�s����e,Texas 75057 SPEGIFIGATIONS, GRADES AND STANDARDS. 469-63s-�9oo 3. ALL PLANT SUBSTITUTIONS ARE SUBJEGT TO TOWN OF 1^�5TLaKE APPR0I�AL AND MUST BE SPEG I F I ED ON THE APPR01(ED LANDSGAPE PLAN. LE LAGEBARK ELM / ULMUS PARV I FOL I A 3" GAL I PER AS SHOWN 3 6' M I N I MUM SPRE�4D; M I N I MUM 12' HE I GHT; FULL ROUNDED TBAE Firn�uBR643 4. GROUND G01/ERS USED I N L I EU OF TURF GRASS MUST PR01/I DE GOMPLETE HEAD 6' M I N I MUM BR,4NGH I NG HE I GHT; NURSERY GROWN, , GOYERAGE WITHIN ONE (I) YEAR OF PLANTING ?.ND MAINT?.IN ADEQU?�TE GOYERAGE AS APPR01/ED BY THE TOWN OF Y�STL�4KE. Rg TEX,45 P?�NSY REDBUD / 2" GALIPER ?�5 SHOWN 3 5' MINIMUM SPREfi�D• MINIMUM 8' HEIGHT• 2" MIN. G,4L.• 5. TREES MUST BE PLANTED FOUR FEET (4') OR GREATER FROM GURBS, GERG I S G�N?�DENS I S TEXENS I S FULL HE�D NURSERY GROWN � � S I DEWALKS, UTI L I TY L I NES, SGREEN I NG WALLS AND/OR OTHER STRUGTURES. THE TOY�I OF WESTL.�KE HAS FIN�4L �4PPR0\/,4L FOR �LL TREE PLAGEMENTS. THESE DOCUMENTS ARE 6. TREE P I TS SH,4LL H?�YE ROUGHENED SI DES �4ND BE TWO TO THREE TI MES PH POSSUMHAW HOLLY / I LEX DEG I DUA 2" GAL I PER AS SHOWN 3 5' M I N I MUM SPREAD; M I N I MUM 8' HE I GHT; 2" M I N. GAL.; FOR INTERIM REVIEW WIDER TH�N THE ROOT B�4LL OF THE TREE IN ORDER TO F,4GILIT�4TE HE,4LTHY FULL HE�4D NURSERY GROWN ONLY AND NOT INTENDED ROOT GROWTH. FOR CONSTRUCTION OR �. TREES SH�4LL NOT BE PL�4NTED DEEPER THAN THE B�45E OF THE "TRUNK ITALIAN GYPRE55 / GUPRESSUS SEMPERVIRENS 9-10' HT. AS SHOWN 3 5' MINIMUM SPRE�4D; MINIMUM q-10' HEIGHT; TREE FORM; BIDDING PURPOSES. FL�4RE". FULL HEAD NURSERY GROWN 8. THE TREE P I T SHaLL BE BAGKF I LLED W I TH N,4TI VE TOP50I L FREE OF ROGK �ND OTHER DEBRIS. AGAVE / AGAYE ATTENUATA 30 G�LLON AS SHOWN 2 FULL PLANTS Submittal 8-16-2019 q. BURL�4P, TWINE AND WIRE BASKETS SHALL BE LOOSENED AND PULLED BAGK FROM THE TRUNK OF TREE AS MUGH ,45 POSSIBLE. I O. TREES SH,4LL NOT BE W,4TERED TO EXGE55 THAT RESULTS I N SO I L TEXAS SAGE / � GALLON AS SHOWN S�TUR,4TION. IF SOIL BEGOMES SATURATED, THE W�4TERING SGHEDULE SHALL II FULL PL�.NTS BE �4DJUSTED TO �4LLOW FOR DR�INaGE ,4ND �4BSORPTION OF THE EXGE55 LEUGOPHYLLUM FRUTESGENS w'�`�R' LITTLE JOHN BOTTLE BUSH / � GALLON AS SHOWN II. �4 3" L�4YER OF MULGH SH�4LL BE PROVIDED ,4ROUND THE B,45E OF THE 2 FULL PL?.NTS PL�NTED TREE. THE MULGH SH�4LL BE PULLED BAGK 4" FROM THE TRUNK OF GALL I STEMON "L I TTLE JOHN' THE TREE. TEX?.5 SOTOL / 5 G�4LLON P.5 SHOWN 28 FULL PL�4NT5 Q 12. NO PERSON(S) OR ENTI TY MAY USE I MPROPER OR MAL I G I OUS M�41 NTENANGE OR D?SYL I RI ON TEX,4NUM PRUN I NG TEGHN I QUES WH I GH WOULD L I KELY LE�4D TO THE DE�4TH OF THE TREE. � I MPROPER OR MAL I G I OUS TEGHN I QUES I NGLUDE, BUT ,4RE NOT L I M I TED TO, SOFT LE,4F YUGG�4 / YUGGA REGURV I FOL I�4 5 G�LLON �45 SHOWN 6 FULL PLANTS � TOPPING OR OTHER UNSYMMETRIG,4L TRIMMING OF TREES, TRIMMING TREES � W I TH A BAGKHOE, OfZ USE OF F I RE OR PO I SON TO G,4USE THE DE�4TH OF A � �E• GULF MUHLY GR,455 / I G?.LLON 30" O.G. I� FULL PL?�NTS � I 3. ,41..L BEDS TO H,41(E 3" OF GOMPOSTED SO I L, L I V I NG E,4RTH TEGHNOLOGY, OR MUHLENBERG I A GAP I LLARI S 'REG,4L M I ST' Bar is one inch on original � ,4PPf?OVED EQU,4L TO ,4 DEPTH OF 8" MINIMUM. drawing. If not one inch on this � 14. ALL PL,4NT BEDS SH,4LL BE TOP-DRESSED WITH A MINIMUM OF 3 INGHES OF SIDE OATS GR?�MA / I GALLON 3O° 0•G• 67 FULL PL,4NT5 sheet, adjust scale as necessary. � HARDWOOD OR OTHER MULGH. BOUTELOU?. GURTIPENDUAL I 5. TREES OVEfZH�4NG I NG W�4LK5 �4ND P,4RK I NG SH,4LL H�4VE ,4 M I N I MUM GLE,4R I One Inch I +' TRUNK HEIGHT OF � FEET. TREES OVERH,4NGING PUBLIG STREET P,4VEMENT �� FINISH TP�PER PL�NTING BED DOWN o DRI1/E ,415LE5 AND FIRE L,4NE5 SH�4LL H�4YE �4 MINIMUM GLE,4R TRUNK HEIGHT MEXIGAN FEATHER GRA55 / STIPA TENNUISSIMA I GALLON IS O.G. 48 FULL PLANTS TO TOP OF EDGING GRADE OF 14 FEET. MULGH LAYER ?�S SPEG I F I ED � I6. A V I51 B I L I TY TRI,4NGLE MUST BE P�ZOV I DED ,4T �4LL I NTERSEGTI ONS. SHRUBS TR�I L I NG L�NTANA / I G?�LLON �2�� �•G• 40 FULL PL�4NT5 ,4RE NOT TO EXGEED 30 I NGHES I N HE I GHT. TREES SH,4LL H,41/E ,4 M I N I MUM L�.NT�NA MONTE\/I DEN515 � � GLE,4�Z TRUNK HE I GHT OF � FEET AT TI ME OF PL�4NTI NG. PL?�NT I NG M I X �f � I�. TREES PLANTED ON A SLOPE SH,4L.L H,41/E THE 501 L ST,41 N AT THE ,4VER�4GE GREEPI NG ROSEM�4RY / I G?.LLON 12" O.G. q2 FULL PL?�NTS M�X. I" DOWN A,5 SPEG I F I ED 1`� � GRADE OF SLOPE. ROSEM�4RY OFF I G I N�4L I S 'PROSTR�4TU5' � � T I8. NO SHRUBS SH,4LL BE PERMITTED WITHIN ,4�ZE�45 LE55 TH,4N 3 FEET IN WIDTH. � � ,4LL BEDS LE55 TH�4N 3 FEET I N WI DTH SH�4LL BE G�455, GROUNDG01(ER OR RI VER ROGK BED " BENDA BO?�RD EDG I NG ?�5 SPEG I F I ED � � -v SOME TYPE OF F I XED P�4V I NG. SQU�4RE FEET 4 DEPTH 2p W/ LANDSGAPE FABR I G BARR I ER °; 19. THE OWNE�Z, TENANT, AND/OR THE I R ,4GENT5, I F ANY, SH,4LL BE JO I NTLY ,4ND STONES SH?.LL BE 2"-4" D I A. PLP�ST I G EDG I NG ST�KES � 3'-O" O.G. M�X. W I TH � �"'� o SEVERALLY RESPONSIBLE FOR THE M,4INTEN,4NGE, EST,4BLISHMENT, ,4ND SEASONAL GOLOR 4" POTS 8" O.G. 23 FULL PL?�NTS PLP�TED DEGK SGREWS FOR ATTP�GHMENT �j � � PERM�4NENGE OF PL�4NT M�4TERIAL. ,4LL L�4NDSG,4PING SH,4LL BE M,4INTAINED LOG�TE ON PL�NTING SIDE OF EDGE � F� � I N ,4 NE,4T ,4ND ORDERLY M,4NNER ,4T ALL TI MES. TH I S SHALL I NGLUDE, BUT NOT � � � LIMITED TO, MOWING, EDGING, PRUNING, FERTILIZING, W,4TERING, ,4ND OTHER GOMMON BERMUD�4 SOLID SOD SOLID SOD SQ��� 4,3�5 MINIMUM 100� GOVERAGE TYPICAL BED EDGING DETAIL � � ,4GTI V I TI ES NEGE55,4RY FOfZ THE M,41 NTENANGE OF L�4NDSGAPED �4RE,45. FEET � O O 20. ALL PLANT MATERIAL SH,4LL BE M,4INTAINED IN A HEALTHY AND GROWING 4 •� � GONDITION AS IS �4PPROPRI,4TE FOR THE SE,450N OF THE YE�4R. PL,4NT L2 NOT TO SG�LE � � '� �, MATERI,4L TH,4T IS DAMAGED, DESTROYED, OR �ZEMOVED SHALL BE REPL,4GED Q � WITH PLANT MATERIAL OF SIMILAR SIZE �4ND Y,4RIETY WITHIN 30 DAYS UNLE55 � OTHERWISE ,4PPR01/ED IN WRITING BY THE TOWN OF Y�STL�4KE. � r..-� � 21. LANDSG,4PE ,4ND OPEN ,4RE�45 SHALL BE KEPT FREE OFF TR,45H, LITTER AND � � � WEEDS. c� Q 22. AN ,4UTOM�4TI G I RRI G�4TI ON SYSTEM SHALL BE PR01/I DED TO I RRI G�4TE ALL ' � � � �l � L,4NDSG�4PE ARE,45. OVERSPRAY ON STREETS ,4ND WALKS IS PROHIBITED. �4 � h-i � PERM I T FROM THE BU I LD I NG I NSPEGTI ON DEP,4RTMENT I 5 REQU I RED FOR E,4GH \ j ,-� IfZRIGATION SYSTEM. � � � 23. NO PL,4NT MATEfZ1,4L SH,4LL BE �4LLOWED TO ENGROAGH ON RIGHT-OF-WAY, FILTER F�BRIG � � � C� �' SIDEW,4LK5 OR EASEMENTS TO THE EXTENT THAT THE VISION OR ROUTE OF TO WR�P UP SIDES � $"'� � TR,4VEL FOR VEHIGUL,4R, PEDESTRIAN, OR BIGYGLE TRAFFIG IS IMPEDED. OKLAHOMA RI�/ER ROGK �, Np'�: �' ►� � 24. NO PL,4NTING �4RE,45 SH,4LL EXGEED 3:1 SLOPE. 3' HORIZONTAL TO I' I. ST?�BILIZE SOIL BELOW ROOT B,4LL � � c� o VERTIG,4L. PRIOR TO PL?�NTING TO PRE�/ENT T� � p 25. E,4fZTHEN BERMS SHALL NOT INGLUDE GONSTRUGTION DEBRIS. GONTR,4GTOR � TREE FROM SETTLING. V 1 `� MUST GORREGT SLIPP,4GE OR DAM,4GE TO THE SMOOTH FINISH GR,4DE OF THE FILTER F�BRIG �� �� � � p, 2. TOP OF ROOTB?�LL SHA�LL I TO 2 °' BERM PRIOR TO ,4GGEPT�4NGE. � ,4BOVE FINISHED GR?�DE. � 26. ALL WALKW,4Y5 SH,4LL MEET ,4.D.,4. AND T.,4.5. REQUIREMENTS. EXISTING SUBGR?�DE � 3. ,4LL WIRE ROPE ?�ND SYNTHETIG �f � � 2'i. GONTAGT TOWN OF Y�STL�4KE'S PL,4NNING DEP,4RTMENT ,4T FOR L,4NDSGAPE 4" STEEL EDGING (NOT 5�_��� D MATERIALS SH,4LL BE REM01(ED F� INSPEGTION. NOTE L,4NDSG,4PE INST,4LLATION MUST GOMPLY WITH APPROVED NEEDED ON SIDES TH/�T GOMPLETELY FROM ROOTB?�LL A�ND � a�o L,4NDSG�4PE PL,4N5 PRIOR FIN,4L ,4GGEPTANGE BY THE TOY�p�I OF Y�STLAKE BORDER THE Bf�GK OF � REMOVE TOP I/3 OF BURLAP ?�ND/OR OBT?�INING ?� GERTIFIG?�TE OF OGGUP/�NGY. GURBS) G 4. PL,4NTING PITS SHP�LL BE SQU?�RE, � °' 28. F I N,4L I NSPEGTI ON �4ND ,4PPROY,4L OF SGREEN I NG W�4LL5, I RRI GATI ON ,4ND G � L,4NDSG�4PE IS SUBJEGT TO ALL PUBLIG UTILITIES, INGLUDING BUT NOT LIMITED SIDES OF PITS SH?�LL BE B THOROUGHLY SGA�RI F I ED/ROUGHENED � TO M,4NHOLES, Y,4LVE5, WATER METERS, GLE,4NOUT5 ,4ND OTHER � TO EL I M I N,4TE FL,4RED AS SHOWN I N � ,4PPURTENANGES, TO BE AGGE551 BLE, �4DJUSTED TO GR,4DE ,4ND TO THE TOWN _ � o o O �" o E TYP I G,4L DET,41 L OF Y�STLAKE'S PUBLIG WORKS DEPr4RTMENT ST�ND�4RD5. � II I I I II � � �-- -- � I I I I I I I I �;''��" � � 2q. PRIOR TO G,4LLING FOR A L?�NDSG�4PE INSPEGTION, GONTR,4GTOR IS I I I I I I I I I I I I I I I I I I I I I I I I - � � o RESPONSIBLE FOR M/�RKING /�LL M�4NHOLES, Y,4L�/ES, WATER METERS, I I II I I I _ � � ��-,� , > < < I � GLE�4NOUT5 /�ND OTHER UTI L I TY ?�PPURTEN,4NGE5 W I TH FL/�GG I NG FOR F I ELD I I I I I I I I . \ - - - A \ GONSTRUGTION NOTES• +, -, �I I I �� /\ \/ - - - \/\/� � �IERI F I G?�TI ON BY THE PUBL I G WORKS DEP?�RTMENT. ��I I I ����I I I ����I I ����I I I ����I I I ����I I I ����I I I ����I I I ����I I I ����I I I ����I I I ����I I I ����I I I�����I I I ����I I I ����I I I ����I I I ����I I I�����I I I ����I I I ��I I I ��I I I ��I I I�I I I I I �� � _ / / /� �,. TREE � �III ��IIIIIIIIIIII�,��IIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII ��III ��Illi�illl- ' �� ,�III II����� II����IIIIII �� _ = j��j/A�j `��� ��� ``� ��� ��j��j/� B. LOOSEN NATI�IE BP�GKFILL (NO � m I I I I " _ _ __ �I I I _ _ I I I I I ' ' ' �i i \�A�A� �'> ��' VA�A � SOIL ?�MENDMENTS IN \ \ ` `"' `"' �\ \ \ � � �I�i�ll _ II �illl � II„�III i�lll�lll i' - / / / -� - - - - - / / GONTR?�GT) ' I I G. WATER RETENTION B?�SIN cn° � - D. 3" DEPTH MULGH AS SPEGIFIED � E. FINISH GR�DE � F. 2 I/2 DRYWALL SGREW N � - I I (UNF I N I SHED) � J I , G. 2" X 2" X 4" GROSS MEMBER p 0 2 4• DEPTH RIVER ROCK BED H � � i � I (UNTREATED LUMBER). NOTE: ; o „ , „ GRO55 MEMBERS TO BE � � L2 SECTION SG�LE: I = I -O ORIENTED P,4R�4LLEL TO � Q j F J NORTH / SOUTH BE,4RING ,4ND � c� ORNP�MENT,4L SH,4LL BE PROPORTION,4L IN � GRP�SS G � 3" MULGH AS ��- � SECTION MIN) TH TO ROOT B,4LL (4' � � NOTE: TOP OF ROOT ; ,�a° SPEGIFIED �EMO�/E ALL L�BELS � � �'' � H. 2" X 2" X 4' ST?�KE WITH IS" � � -� BALL TO BE LE�IEL �� y�o�a��a��� SHiZUB (TYPIG?�L) ° MIN. T�PER (UNTREATED � � WITH ADJ�GENT d �,� ���� � WATER RETENTION �^' ��, � + + + + LUMBER) � GROUNDGOVER (TYPIG�4L) �„� g F I N I SHED GRADE. � � ��` BAS I N (2" HT.) SEE PL,4N J Q� 3" MULGH (?�S SPEGIFIED) � ` �,,,.� �� I. REMO�/E TOP I/3 OF BURLAP v �o� �o� FINISH GR,4DE � �/� � � ��� � SURROUNDING ROOTB?�LL e SLOPE MULGH FROM W?�LK � � Y2 ROOT ` ° OR GURB EDGE TO I" �� � •O v 0 �FTER INSTALL?�TION (TO � B�LL DIA. �7 � + + + + + � � PREVENT "WIGKING" OF � _ ��� � I �BOVE W?�LK OR GURB ` � o � "'�° o � MO I STURE) X. D I MENS I ON - '�� � ����� ��� � I" G � �� `� D D EG2U,4L TO "Y" Y. DIMENSION � � � Y2 ROOT B�4LL D I�4. I - � � , o I I - X X I I � � _ � / � �� �� - � - E�ISTING-�,PAV�1G � m �� � + + + + J �TB,�4p ��SH�LL BE PLAGED � i - ' o °� ���� n ON UNDISTURBED NATI�IE SOIL. m - I I ,� OR Cs�RB � X � o � � I I I � , I , I I I PLANTI NG SO I L M I XTURE (60� PL?�NTI NG M I X ?�S SPEG I F I ED PROJECT � I I I E X I S T. S O I L L E S S R O G K � + + + + + P L A N V I E W '� DEBR I S & 40% ORGAN I G REMOYE GONT?�I NER AND � ROOT B?�LL MATTER M I XED TOGETHER) PRUNE ?�NY G I RGL I NG ROOT B A R O 0 6 � TRI?�NGUL?�RLY SP?�GE ?�LL GROUND N 1 POCKET PLANTING ORNAMENTAL GRASS DETAIL 3 SHRUB AND GROUNDCOVER PLANTING DETAIL GO�/ERS. D = GROUNDGO�/ER OR SHRUB s TREE PLANTING SHEET �' L2 NOT TO SG?�LE L Z NOT TO SGP�LE SP?�G I NG ?�5 NOTED. 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"� R n Diff r P rf x hi � WINONA OU CI USe� IVO e e � IVOS e (� p � � • � � � � � � � � � � ���m°�'°�woW� Entrada - Block N � ��� r � �� ��� PROIECT/LOCATION I.,' I r I I I I I I I I � I I � � � I � • _ . � z�C�F¢�o u O S� Wall Mount Indoor/Outdoor Sconce ¢F Z��a�_¢��a � � �- 0 �E� nPr�RovEo av Tested in accordance with LM-79-80. The resulCs contained in this summary report pertain only to the tested sample Type: �� � , N �,°x�o��o a�Q�o % �F�,o�,,,m� 3� Zonal Lumen Summary Test Summary/Electrical Test Conditions U �=z�F�'o��°z�o�z o SPECIFICATIONS Pro eCt: ' +' Q o¢=z J��`'�° Z o n e L u m e n s %L u m i n a i r e T e m p V o l t a g e C u r r e n t P o w e r P o w e r F a c t o r T o t a l L u m e n O u t p u t E ff i c a c y(L P W) � T E P 1 " � En tra da-B loc k N z �o F z� �ti z a a • 6ACKPLATE-16 Ga.aluminum(AI_). '�'��� w��o�o�o o a v p • BACKBOX-7 6 Ga.aluminum(AL)with wire access on four sides and back through 7/8" 0-30 7227 13.9 25°C(±1°C) 120.1 644.2 76.67 0.991 5213 67.99 � �W�o m��3�¢z N dia.KO flattened water tight(Optional(or surtace conduit entry or standard with emergency 0-40 1132 21.7 � Qt ������� ��������� � z�i�o����F o`�' batteryi. Polar Candela Distribution y �o�g w�m�- ��v Z • DIFFUSER-Whitetranslucentfullyendosednon-yellowing100%virginacrylic,.125Thick Z,�O 180°170°160° 150° 140° 4020 MC�W��o SU�te �05 � y a��m�p����'� 0-60 1890 36.2 �w� w �F.,.,�Q m (1/S").Optional Clear(CTB)top and/or bottom-CTB is Standard with Uplight and/or pownlight; o �a��a$ TeXaS 75244 U ��z`�¢z 3 z 3�'W� Opaque(OQTB)lop and/or boftom;or Open(ONTB]top and/or bottom-Dry Location Only. 60-90 942.9 18.1 2,000 130 � � �,����p p a���z • DRIVER-Universal Volt(120-277v1 ElecVonic Driver. 1�� 97`�.707.3'rj40 z°�c�_[-��Q Q¢O o o Construction Finish � z w���;a��,z��F? • FASTENERS-Stainless steel Y.am�erproot scre�vs-i2)To secure lens in placa 0-90 2832 54.3 120 Ul c F�p a�.p¢F��m 1,200 Die-cast housing with solid aluminum,brass,or Recessed surtaces have a ribbed design with matte TX Firm No. F-18994 • R,�ISH-Corrosion and wca�hcr resisiarn,exvemcly durable pre-�rca�cd oven baked 90-180 2381.0 45.7 , stainless steel faceplate.Step13-6 is a surtace mount black finish to reduce glare. Faceplates are available � �m o��a d d F�z o poh�cster powdcr. 800 110 �E# �9030 �q��z o 0 o z��z GASKETW G-Hi�I,Tem�.,non-a�in>blac.-k EPDM and/or neo�rene rubber aruund rhe � a.eo�•- step light that mounts over a Steel City 2-1/8"deep, in five metal finishes with protective clear coat or one � �w_�,Q z y..�a z� oniiro Icns ,crimcic r�rcar wirc c irancc hole�o�roicc�ah,ins��dusi,moiswrc&ouisidc 0-180 5213 100.0 qpp 100� � �2�25^eox m�n. rectangular box 4G4D or equivalent(by others). of seven polyester powder coat painted finishes.A ?u o z�Q m u a�°� f I z wz��v; m >�� <„rnaminan�s. Cone of Light Tabulation CD:0 90° 5�50^ wi ne�d�sign �eo moduie�an Interior option faceplate mounts with no visible primer only finish is also available for field painting. �r Q z��z Q��3�a z • MOUNTING-Use(4)or(6)5/1 F>°diameter holes for 1/4"diameter bolts for outdoor or concealed o tic f85t0nBfS. ..i indoor.7/8'KO in Center lor Wire Access.Must derate lam�in for horizontal. �0 $0° � black finish Integral �� W8ff8f1 ������� � m 4-p O Z`�F'C�'a� � K Mounting Footcandles Beam Width � ' red�oes iare a���er � � �� W �'�z��'°��z�z" • wAl_L WASt I-CTI3 is S�andard�,�iih Upligh�or/and�ownlight.Fur wall w�sh pauerns 9 Source 5-year limited warranty.Complete warranty QF � x�,c w a��,-� �� H@Ight(Ft) 8t H8d1! (F�) 800 ��o Exposed fasteners for �� �� /� �-.��;�p O�ct p W p p speciry:uP(UplighU or nN(f�ownllghfl or uP�DN i up and oownlight). wet�ocat�on ooiy cRoss secrioN Light source consists of four powerful LEDs available terms located at www.acuitvbrantls.com/ .•••••.���' � �--I o�=���m y Q�-�z • coMPUA�vcE� Builr ro comply wirh u.s.and c anadian safety srandards.suirable for we�r 2.0 2537 1.3 ia00 600 ¢ in five white color temperatures&six coloretl LED CustomerResources/Terms and contlitions.aspx '•.���� ,'� >>�����°��o° locations. 1,600 � ChOiCBS. � Vl z m��W����[-,zj� 4.0 63.4 2.6 18�� . ,t �� �H��� �.xo � Actual performance may tliffer as a result of end-user • ] ^ ° ¢°��'z z u z 2.000 50° • •• •�����������������• / � �'�a N�C¢���'v m . 6.0 282 3.9 � Optics environment antl application. � 2.400 APPrax � Q�m����'am[-��,u' -5.��2- 2 _ , o Steel City 4G4D A concealetl optic provitles a long light tlistribution for All values are design or typical values,measuretl WI LLIAM A. LEE / o �� L'.'v:0° lU' 20' �0 40° 10�_�" . •������������������������• � �Q ce��Z¢m p�Q Z¢ �� 8.0 15.9 5.2 � _p�H �_ZZ 5�H or equiva len t i l lumina tion o f large areas. un der la bora tory con tli tions a t 2 5°C. • • � ��z�?¢�a o�,s,�u ^-- ' b others T pical Distribution Based on WHT30K , �• •�� x �'�'-����.i=¢ -�O o ■ -90°H -45°H �Y � Y cnd in r incremencs Assembled in America(Buy American Act Compliant) �, �1: � 80638 0 :�/ � �w r��¢�o o�w N� 10.0 10.1 6.4 -67.5°H Electrical , � '� / � i �/ �wuzz�.3zz om¢ 0 1 � ••.�ENS .•• � � � asZ����-¢�zN�� Integral 0-10V,5/o dimming,constant current driver, � � •.�����.•A\�A� p.! z W�y W��°a z��z � � 120-277Vac,47-63Hz. Non-Dimming&Dimming �� sS \v � }+ a z�z w z�� o"'�N �,� o���; ,s�� o., � ��NAL � _ ,��Q�.�,zzd��d- Ribbetl design ... 0.5 units consume 8 watts. `\ �� C-� ��- �����d�a��',c with matte black fnish _2;0 \���\\\��� O ���p�-�y�y t�-�-�x reduces glare 6 inch-Lo�stnb ��� Z F z w O�Q O���d.7 i i - , �� ��ty- a.o Environment 12-12-19 U F�a m u a�v_,,¢o m ����'� �����"��� y g ut�or, ETL/cETL listed dry locatlon orop5onal wet location. L-XL3 Shown wlth 6ackbox �sidc vic�v o�Classic XI) . �� � � � � . . . �. Example: STEP13 INT 6LONG L L5T2A WHT30K MlIOLT�A LAMP TYPEIQTYIWATTAGE Visit www.eclipselightinginc.com for available IES files Series Environment Length Distribution Source ColorTemperature Fizture Size L �nL f�;L" XL2 XL3 DimCnSi0n5-W X H X D 8Yd'X 13%a"x 4" 8%a"x 16"X 5%z" 9%a"x 21"X 5%z" 12Ya"x 26Y1'x 7Ya" 14°x 41°x 8%z" STEP73 Step 13 WL Wet Location 6LONG 6 inch nominal length L Long LST2A LEO Step 2 WHT27K White(27K) BLU Blue INT Interior WHT30K White(30K) GRN Green Light Emitting DiOde ; ,0 ,.. i , 0 WHT35K White(35K) REO Red LED 15w : 30w140w 160w 60w OLTM Compatible� �- � WHT40K White(40K) CYN Cyan Light Emitting Diodem UplightlDownlight � � WHT50K white(SOK� eo0 Red-Orange ClearToplBottom(CTB)Standard with UP/DN UPIDN 5w15w 5w15w 5w or 10w 5w or 10w or 25w 5w or 10w or 25w AMB nrnber Series Size LED Wattage Color Temp Voltage Finish Options ORDERING GUIDE' f� �I �� �� � n vottage oriver Finish Specia� MVOLT Multi Volt 120V thru 277V (Blank) Standard Driver BA Brushed Aluminum ABP Antique Brass Paint SGB Semi Gloss Black MOD* Motlific2ticr.�Co�suL=actory � SERI ES VOLTAGE DMD Dimming Driver BB Brushed Brass BBP Brushetl Brass Paint SGW Semi Gloss White �f��F�j (,�� L�('„q�{T ME -MercurySeries f120 = '120Vo1[� BSS BrushedStainlessSCeel LBPS LightBronzePaintSmooth PHM PrimerOnly $IZE 5 277 = 277 Volts PB Polished Brass LSP Light Silver CPF* Custom Paint Finish QUICK SHIP PROGRAM � - 13-1/4" 347 = 347Volts PSS PolishedStainlessSteel PGP PaleGold CMF* CustomMetalFinish 5 XL = 16° S EBU = Universal Volt(120-2';��)Electronic Driver • Orders of 20pcs or Less Ship in 2 Weeks SX�� _ Z��� 2EBU =Two Universal Drivers ° Options that are highlighted and feature x�z = zh° STANDARD PAINTED FINISH DescribeModification: Notes th0 SSyfTlbO�8Y@ @�Iglble f01'[h@ Sp2@d Of XL3 =41" S 6K=Black Finish • `Available by modification oNy_Consult factory- !_.is�ht r�tt's�l�chi�t�rQgr�m LAMP TYPE/QUANTITY/WATTAGE S BZ=Bronze Finish� �S�andard Refer to Above Chart S VNA=Painted Natw�al Aluminum S SGN=Silvcr Gray LED COLOR TEMPERATURE s wri -wh�ic Fn�sh s sK =+tonnK�z.,��;� CUSTOM ORDER PAINTED FINISH S�}g( .: ±41lUi4K IZa«gc CC =Custom Color(Providc Spas) � ;�. � si��£Cz�net CH =Corvcl Chromc HBA=Hand 13rushed Aluminum�v/Clear Coat W �:�:�zoir;e�:i��ps�=i.�ghnr,g o,��. Winona Li htin • 3760 West Fourth Street • Winona,MN 55987 • 888.834.5684 • www.winonali htin com � fTl -ECLIPSE TM 9245 W.Ivanhoe St.I Schillcr Park,IL 60176 9 g g 9� C Eclipse Lighting pg.39 Rev,OS/13/18 � L I G H T I N G P�$4�'z60-0333 I F:847-260-0344 1 E:quotes��eclipselightinginccom I W:edipselightinginccom Rev.70/22/2U1t3 �;�leuity8rand5 �O 2013-2018 Acuity Brands Lighting,Inc.All Rights Reserved."Winona"is a registered trademark of Acuity Brands Lighting.Products herein may be STEP'3_6LONG covered by one or more U.S.Patents and Patents Pending.Specifications subject to change without notice. � � , 1 C/� r� � ►� � �w i i i ii i i �i � � ~ W � Q �� � � � , , � ----- ---- � � �� � � � � ----- i ,i ---- � � � �� - rt - - ' - - - __=== t� �+ o _ � � � � Z � o� �� I ___ 0.5 0.5 c 0.4 0.6 1.0 1.4 1.5 1.3 0.9 0.6 �0.3 Q5 0.5 0.5 0.5 0.5 0.5 0.5 0.3 0.3 0.5 0.4 0.4 0.3 02 0.1 . 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