Loading...
HomeMy WebLinkAbout02-15-16 PZ Agenda Packet ��1����`9 � � � � � � � `§ � ,i �������+r TOWN OF WESTLAKE, TEXAS PLANNING AND ZONING COMMISSION MEETING AGENDA February 15, 2016 WESTLAKE TOWN HALL 1301 Solana Blvd. Building 4, Suite 4202 2ND FLOOR COUNCIL CHAMBERS WESTLAKE, TEXAS 76262 Work Session 5:00 p.m. Regular Session 6:00 p.m. Work Session 1. CALL TO ORDER 2. DISCUSSION REGARDING ITEMS LISTED ON THE REGULAR MEETING AGENDA. 3. DISCUSSION OF ITEMS TO BE PLACED ON FUTURE AGENDAS AND UPDATES ON DEVELOPMENT TRENDS, PROGRESS AND TOWN COUNCIL ACTIONS ON PAST AGENDA ITEMS. 4. AD70URNMENT Reqular Session 1. CALL TO ORDER 2. REVIEW AND APPROVE MINUTES FROM THE MEETINGS HELD ON 7ANUARY 4, 2016. Page 1 of 2 3. CONDUCT A PUBLIC HEARING AND CONSIDER A RECOMMENDATION REGARDING, AN AMENDMENT TO THE CODE OF ORDINANCES, CHAPTER 102 SECTION 102-31(A) ��ZONING MAP"; PROVIDING FOR INTERPRETATION, PURPOSE AND CONFLICT. 4. CONDUCT A PUBLIC HEARING AND CONSIDER A RECOMMENDATION REGARDING A ZONING CHANGE REQUEST TO AMEND ��PLANNING AREA 5,"A PORTION OF PLANNED DEVELOPMENT DISTRICT 3 (PD 3-5), LOCATED ALONG STATE HIGHWAY 170 AND STATE HIGHWAY 114, BY DIVIDING SAID PLANNING AREA INTO TWO (2) NEW PLANNING AREAS TO BE KNOWN AS PD 3-5A AND PD 3-5B AND ESTABLISHING DEVELOPMENT REGULATIONS, PERMITTED USES, AND ALLOWABLE DENSITIES FOR BOTH PLANNING AREAS. 5. CONDUCT A PUBLIC HEARING AND CONSIDER A RECOMMENDATION REGARDING A PLANNED DEVELOPMENT ZONING DISTRICT (PD) SITE PLAN FOR THE ��PLANNING AREA 2" PORTION OF PLANNED DEVELOPMENT DISTRICT 1 (PD 1-2), ESTABLISHED BY ORDINANCE 703 FOR THE PROPERTY GENERALLY LOCATED ON THE SOUTH SIDE OF STATE HIGHWAY 114, EAST OF DAVIS BOULEVARD AND NORTH OF SOLANA BOULEVARD. 6. ADJOURNMENT CERTIFICATION I certify that the above notice was posted at the Town Hall of the Town of Westlake, 3 Village Circle, Suite 202, Westlake,Texas, 76262, February 11, 2016, by 5:00 p.m. under the Open Meetings Act, Chapter 551 of the Texas Government Code. Kelly Edwards, TRMC,Town Secretary If you plan to attend this public meeting and have a disability that requires special needs, please advise the Town Secretary 48 hours in advance at 817-490-5710 and reasonable accommodations will be made to assist you. Page 2 of 2 Planning and Zoning Item # 2 — Back up material has not been provided for this item. DISCUSSION REGARDING ITEMS LISTED ON THE REGULAR MEETING AGENDA. NO ACTION WILL BE TAKE/V DURING THE WORK SESSION. Planning and Zoning Item # 3 Back up material has not been provided for this item. DISCUSSION OF ITEMS TO BE PLACED ON FUTURE AGENDAS AND UPDATES ON DEVELOPMENT TRENDS, PROGRESS AND TOWN COUNCIL ACTIONS ON PAST AGENDA ITEMS. Planning and Zoning Item # 4 — Adjournment Work Session Back up material has not been provided for this item. .�"����� .! • '4 f• �. � • � � � � � '� � � ��`ai-t.�w,,*`-'`�' MINUTES OF THE TOWN OF WESTLAKE, TEXAS PLANNING AND ZONING COMMISSION MEETING 7anuary 4, 2016 PRESENT: Commissioners Liz Garvin, Greg Goble, Ryan Groce, Ken Kraska and Michelle Lee. ABSENT: Chairman Tim Brittan OTHERS PRESENT: Town Manager Tom Brymer, Planning and Development Director Eddie Edwards, Town Attorney Cathy Cunningham, Town Secretary Kelly Edwards, Assistant Town Manager Amanda DeGan, Director of Public Works Jarrod Greenwood, Fire Chief Richard Whitten, Communications & Community Affairs Director Ginger Awtry, Finance Director Debbie Piper, Susan McFarland, Communications Specialist and Management Intern Joel Enders. Work Session 1. CALL TO ORDER Commissioner Lee called the work session to order at 5:02 p.m. 2. EXECUTIVE SESSION The Commission convened into executive session at 5:03 p.m. The Commission will conduct a closed session pursuant to Texas Government Code, annotated, Chapter 551, Subchapter D for the following: a. Sec. 551.071. Consultation with Attorney (2) on a matter in which the duty of the attorney to the governmental body under the Texas Disciplinary Rules of Professional Conduct of the State Bar of Texas clearly conflicts with this chapter: Ordinance 691 P&Z Minutes 01/04/16 Page 1 of 5 3. RECONVENE MEETING Commissioner Lee reconvened the meeting at 6:07 p.m. 4. DISCUSSION REGARDING ITEMS LISTED ON THE REGULAR MEETING AGENDA. No additional discussion. 5. DISCUSSION OF ITEMS TO BE PLACED ON FUTURE AGENDAS AND UPDATES ON DEVELOPMENT TRENDS, PROGRESS AND TOWN COUNCIL ACTIONS ON PAST AGENDA ITEMS. Town Manager Brymer stated Staff was preparing amendments to the Code regarding the Site Plan and Platting process and provided an overview of the Granada Phase II sale to Wilbow. 6. ADJOURNMENT Commissioner Lee adjourned the work session at 6:10 p.m. Regular Session 1. CALL TO ORDER Commissioner Lee called the regular session to order at 6:10 p.m. 2. REVIEW AND APPROVE MINUTES FROM THE MEETING HELD ON DECEMBER 1, 2015. MOTION: Commissioner Groce made a motion to approve the minutes. Commissioner Goble seconded the motion. The motion carried by a vote of 5-0. 3. CONDUCT A PUBLIC HEARING AND CONSIDER A RECOMMENDATION REGARDING, Z-11-23-15, ZONING CHANGE APPLICATION FROM NON- ZONED TO R-5 ��ESTATE RESIDENTIAL" FOR TWO NEWLY ANNEXED TRACTS OF LAND COMMONLY KNOWN AS 2205 AND 2217 N. PEARSON LANE, WESTLAKE TEXAS. Management Intern Enders provided a presentation and overview of the recently annexed property. P&Z Minutes 01/04/16 Page2of5 Commissioner Lee opened the public hearing. No one addressed the Commission. Commissioner Lee closed the public hearing. MOTION: Commissioner Goble made a motion to recommend approval of the zoning change. Commissioner Garvin seconded the motion. The motion carried by a vote of 5-0. 4. CONDUCT A PUBLIC HEARING AND CONSIDER A RECOMMENDATION REGARDING AN SUP-12-15-15, SPECIFIC USE PERMIT TO ALLOW THE SALE OF BEER, LIQUOR, AND WINE PACKAGE SALES AT THE CVS STORE TO BE LOCATED AT 35 ARTA DRIVE, BEING LOT 3, BLOCK N, OF THE WESTLAKE ENTRADA SUBDIVISION. Director Edwards provided a presentation and overview of the item. Commissioner Lee opened the public hearing. No one addressed the Commission. Commissioner Lee closed the public hearing. MOTION: Commissioner Garvin made a motion to recommend approval of the special use permit. Commissioner Kraska seconded the motion. The motion carried by a vote of 5-0. 5. CONDUCT A PUBLIC HEARING AND CONSIDER A RECOMMENDATION REGARDING, Z-12-15-15, ZONING CHANGE APPLICATION, AMENDING ORDINANCE 691, THE ORDINANCE THAT AMENDED THE PD1 PLANNED DEVELOPMENT ZONING DISTRICT, CREATING AND REGULATING PD 1-1 PLANNING AREA. THE PROPERTY IS PARTIALLY DEVELOPED AND INCLUDES MULTIPLE PARCELS OF LAND INCLUDING THE PROPERTY COMMONLY KNOWN AS SOLANA. THE PROPERTY IS GENERALLY LOCATED SOUTH OF HWY 114 EXTENDING FROM DAVIS BLVD. EASTWARD TO THE TOWN BORDER, AND IS BOUNDED BY THE GRANADA SUBDIVISION TO THE WEST, AND GLENWYCK FARMS, CARLYLE, AND TERRA BELLA SUBDIVISIONS TO THE SOUTH. THIS IS A TOWN INITIATED AMENDMENT AND THE PROPOSED AMENDMENTS ARE LIMITED TO THE DEVELOPMENT REGULATIONS AND DO NOT CHANGE THE PERMITTED USES OR ALLOWED DENSITY WITHIN THE DEVELOPMENT. Director Edwards provided a presentation and overview of the item. P&Z Minutes 01/04/16 Page3of5 Commissioner Lee opened the public hearing. Brian Driesse, Equity Office, representing Solana, spoke in opposition of the amendment and requested a continuance for two to three months pursuant to his letter as provided in the agenda packet. Scott Simmons, 4325 Glenwood Avenue, Dallas, spoke in favor of the amendment and provided an overview of the Glenwyck and Granada developments. Neil McNabnay, 1815 Broken Bend Drive, spoke in favor of correcting the typographical error in the ordinance but believes that the intent was to create a buffer not to approve just a setback. Michael Grandfield, 1827 Broken Bend Drive, spoke in favor of correcting the typographical and welcomed additional discussions with the Solana owners. Yair Lotan, 1809 Broken Bend Drive, spoke in favor of correcting the typographical error in the ordinance. Christie Renda, 1804 Copperfield Court, spoke in favor of correcting the typographical error in the ordinance. Collin Stevenson, 1823 Broken Bend Drive, spoke in favor the typographical error in the ordinance. He does not agree that the wording should be a setback but buffer or greenbelt. Payton Mayes, 1715 Terra Bella Drive, also representing Blackstone, spoke opposition of the amendment requesting a continuance. Angela Bartholomae, 10806 Copperfield Court, submitted a speaker form in favor of the amendment, requesting not to speak. Discussion ensued regarding the proposed amendment terminology, staff interpretation of ordinance 691 (Director Edwards), and building requirements on a slope view shade area (Comp Plan). Commissioner Lee closed the public hearing. MOTION: Commissioner Goble made a motion to recommend approval of an amendment to Ordinance 691, to restore the 500 foot building setback for all areas of PD1-1 adjacent to residential property, near or adjoining Glenwyck Farms and Granada and removing the 500 foot building setback from the area known as Entrada. Commissioner Kraska seconded the motion. The motion carried by a vote of 5-0. P&Z Minutes 01/04/16 Page4of5 6. ADJOURNMENT There being no further business to come before the Commissioners, Commissioner Lee asked for a motion to adjourn. MOTION: Commissioner Garvin made a motion to adjourn the meeting. Commissioner Groce seconded the motion. The motion carried by a vote of 5-0. Commissioner Lee adjourned the meeting at 7:12 p.m. APPROVED BY THE PLANNING AND ZONING COMMISSION ON FEBRUARY 15, 2016. ATTEST: Commissioner, Michelle Lee Kelly Edwards, Town Secretary P&Z Minutes 01/04/16 Page5of5 ��,���� � � � f • � e,.��'. ,� � �� r� estlake Planning and Zoning Commission � � � � �`'��....;.�-�r TYPE OF ACTION Regular Meeting - Action Item Monday, February 15, 2016 ToPiC: Conduct a Public Hearing and Consider a Recommendation Regarding an Amendment to the Code of Ordinances, Chapter 102 Section 102-31(A) "Zoning Map"; Providing for Interpretation, Purpose and Conflict. STaFF CoNTAc'T: Eddie Edwards, Director of Planning and Development Strate�ic Alignment Vision, Value, Mission Perspective Strate�ic Theme & Results Outcome Ob'ective High Quality Planning,Design& Development-We are a desirable Planned/Responsible Preserve Desirability Development N/A well planned,high-quality &Quality of Life community that is distinguished by exemplary design standards. Strategic Initiative Outside the Scop�of Idcntified Stratcgic Initiatives Time Line- Start Date: February 15, 2016 Completion Date: February 22, 2016 Funding Amount: 00.00 Status - � Not Funded Source - N/A EXECUTIVE SUMMARY (INCLUDING APPLICABLE ORGANI7ATiONAL HISTORY) Section 102-31 of the Code of Ordinances references Exhibit A of Ordinance 521 as the Official Zoning Map of the Town of Westlake, a reference which is obsolete and no longer accurate. This proposed amendment updates Section 102-31(A) to remove the reference to Ordinance 521 and align this subsection with current best practices. Further, this amendment increases transparency by specifying where an up-to-date Official Zoning Map can be found and who is responsible for its retention. A copy of the Off`icial Zoning Map is also available on the Town website at http://westlake-tx.org/DocumentCenter/Home/View/113. The Official Zoning Map is in the process of being updated to accommodate the recent annexation and zoning of the property located at 2205 and 2217 Pearson Lane and may be further modified if the proposed rezoning of PD 3-5 moves forward. Note that the proposed amendment in no way mitigates any notification, public hearing, or approval processes required for the zoning or rezoning of any property. RECOMMENDATION Staff recommends approval of this amendment. ATTACHMENTS 1. Current language of Chapter 102 Section 102-31(A)regarding the Official Zoning Map and proposed language to amend Chapter 102 Section 102-31(A) regarding the Official Zoning Map. 1. Current language of Chapter 102 Section 102-31(A) regarding the Official Zoning Map: Sec. 102-31. - Zoning map. (a) Designated; rezoning of property. Exhibit A attached to Ordinance No. 521 is hereby adopted as the Official Zoning Map of the Town of Westlalce and shall be identified and maintained by the town in accordance with the provisions of this chapter, as amended from time to time. The Official Zoning Map incorporates the rezoning of properties in the town to conform with the Comprehensive Plan and this chapter. 2. Proposed language to amend Chapter 102 Section 102-31(A) regarding the Official Zoning Map: Section 102-31. -Zoning Map. (a) "Designated,• rezoning of property." (1) The boundaries of the zoning district set out herein are delineated upon a zoning district map of the town; duly adopted by the Town Council and adopted as part of this chapter as fully as if the same were set forth herein in detail. (1) One original of the official zoning district map shall be filed in the office of the town secretary. This map shall be the official zoning district map and shall bear the signature of the mayor and attestation of the town secretary. In case of any question, this map, together with any amending ordinances, shall be controlling. (2) A copy of the zoning district may also be placed in the office of the town planner. The copy may be used for reference and if so used, shall be maintained up-to-date by posting thereon all subsequent amendments. Reproductions for informational purposes may be made of the official zoning district map. ORDINANCE NO. AN ORDINANCE OF THE TOWN OF WESTLAKE, TEXAS, AMENDING CHAPTER 102 "ZONING," OF THE CODE OF ORDINANCES OF THE TOWN OF WESTLAKE, TEXAS BY AMENDING CHAPTER 102, SECTION 102-31(A) "ZONING MAP"; PROVIDING FOR INTERPRETATION, PURPOSE AND CONFLICT; PROVIDING A SEVERABILITY CLAUSE; PROVIDING A PENALTY CLAUSE; AND MAHING AN EFFECTIVE DATE. WHEREAS, the Town of Westlake, Texas is a general law Town; and WHEREAS, all legal requirements of state statutes and Town ordinances of the Town of Westlake, as well as all legal requirements and legal notices and prerequisites having been complied with; and WHEREAS, the Town Council of the Town of Westlake, TeXas, at a public hearing called at a regular session of the Town Council did consider the following factors in making a determination as to whether the requested change should be granted or denied: congestion in the streets, including safety of the motoring public and the pedestrians using the facilities in the area; to secure safety from fire, panic or other dangers; the promotion of health and the general welfare, to provide for adequate light and air, to prevent the overcrowding of land; to avoid undue concentration of the population, facilitating the adequate provision of transportation, water, sewers, schools, parks, and other public requirements; and WHEREAS, upon the recommendation of the Planning & Zoning Commission, the Town Council of the Town of Westlake, Texas is of the opinion that it is in the best interest of the town and its citizens that the amendments 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. SECTION 2: That Section 102-31 "Zoning Map" subsection (a) "Designated; rezoning of property. " is hereby amended by deleting the current subsection 102-31(a) and replacing it with the following: Section 102-31 Zoning Map. (a) "Designated,• rezoning of�prope�ty." (1) The boundaries of the zoning district set out herein are delineated upon a zoning district map of the Town; duly adopted by the Town Council and adopted as part of this chapter as fully as if the same were set forth herein in detail. (1) One original of the official zoning district map shall be filed in the office of the Town Secretary. This map shall be the official zoning district map and shall bear the signature of the mayor and attestation of the Town Secretary. In case of any question, this map, together with any amending ordinances, shall be controlling. (2) A copy of the zoning district may also be placed in the office of the town Ordinance XXX Page 1 of 2 planner. The copy may be used for reference and if so used, shall be maintained up-to- date by posting thereon all subsequent amendments. Reproductions for informational purposes may be made of the official zoning district map. SECTION 3: 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 4: That any person, firm ar 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) or Five Hundred ($500.00) for each offense. Each day that a violation is permitted to exist shall constitute a separate offense. SECTION 5: It is hereby declared to be the intention of the Town Council of the Town of Westlake, Texas, that sections,paragraphs, clauses and phrases of this Ordinance are severable, and if any phrase, clause, sentence,paragraph or section of this Ordinance shall be declared legally invalid or unconstitutional by the valid judgment or decree of any court of competent jurisdiction, such legal invalidity or unconstitutionality shall not affect any of the remaining phrases, clauses, sentences, paragraphs or sections of this Ordinance since the same would have been enacted by the Town Council of the Town of Westlake without the incorporation in this Ordinance of any such legally invalid or unconstitutional,phrase, sentence, paragraph or section. SECTION 7: This ordinance shall take effect immediately from and after its passage as the law in such case provides. PASSED AND APPROVED ON THIS DAY OF 2016. ATTEST: Laura Wheat, Mayor Kelly Edwards, Town Secretary Thomas E. Brymer, Town Manager APPROVED AS TO FORM: L. Stanton Lowry, Town Attorney Ordinance XXX Page 2 of 2 ��,���� � � � f • � e,.��'. ,� � �� r� estlake Planning and Zoning Commission � � � � �`'��....;.�-�r TYPE OF ACTION Regular Meeting - Action Item Monday, February 15, 2016 ToPiC: Conduct a Public Hearing and Consider a Recommendation Regarding a Zoning Change Request to Amend "Planning Area 5," a Portion of Planned Development District 3 (PD 3-5), Located along State Highway 170 and State Highway 114, by Dividing Said Planning Area into Two (2) New Planning Areas to be Known as PD 3-SA and PD 3-SB and Establishing Development Regulations, Permitted Uses, and Allowable Densities for Both Planning Areas. Additionally, 336,000 square feet of allowed density will be transferred from PD 3-3 to the PD 3-5 Planning area. STa��CoN'raCT: Eddie Edwards, Director of Planning and Development Strate�ic Alignment Vision, Value, Mission Persuective Strategic Theme & Results Outcome Ob'ective Mission: Westlake is a unique community blending preservation of our natural environment High Quality Planning, Design & Development - We and viewscapes, while Preserve serving our residents and Citizen, Student are a desirable well planned, Desirability & businesess with superior & Stakeholder high-quality community that Quality of Life municipal and academic is distinguished by services that are accessible, exemplary design standards. efficient, cost-effective, & transparent. Strategic Initiative Outside the Scope of Identified Strategic Initiatives Time Line- Start Date: February 15, 2016 Completion Date: February 22, 2016 Funding Amount: 00.00 Status - � Not Funded Source -N/A Page 1 of 4 EXECUTiVE SUMMARY This is an application by the property owner, Hillwood Properties, to amend the zoning of the Planning Area 5 portion of Planned Development District 3 (PD3-5), a 153 acre (+/-) tract located at the intersection of SH170 and SH114 on the Circle T Ranch. The owner and applicant are requesting that PD 3-5 be amended as follows: 1. Divide the PD 3-5 Planning Area to create two (2) separate Planning Areas, to be identified as PD 3-SA and PD 3-SB. Existing allowable building square footages to be divided between the two areas. 2. Increase maximum allowable building square footages for both proposed Planning Areas while reducing the maximum allowable building square footage in PD 3-3 by an equal amount. The proposed amendment does not change the aggregate maximum allowable building square footage in Planned Development District 3. 3. Amend the maximum allowable building heights for the PD 3-SA and PD 3-SB Planning Areas 4. Amend the Development Standards for the PD 3-SA and PD 3-SB Planning Areas The property owner has filed this request as part of Project Blizzard, which involves the construction of a major corporate office campus for the Charles Schwab financial services firm on the proposed PD 3-SB tract, as well as a mixed used development including office, retail, hotel, and residential components on the proposed PD 3-SA tract(see attached location map). Staff recommends that, if approved, this zoning request be implemented by three separate ordinances. The ordinance creating PD 3-SA would: 1. Establish the boundaries of the new Planning Area 2. Establish new limits on allowable square footage for permitted uses 3. Establish new limitations on building heights 4. Amend existing Mixed-Use development regulations/standards The ordinance creating PD 3-SB would: 1. Establish the boundaries of the new Planning Area 2. Establish allowable square footage for permitted uses 3. Eliminate all residential uses and mixed-use development standards 4. Specify maximum allowable building heights 5. Authorize signage regulations specific to the PD 3-SB Planning Area Note that permitted uses in this proposed Planning Area are identical to existing permitted uses in PD 3-5, with the exception of number 2 listed above. The ordinance modifying PD 3-3 would: Page 2 of 4 1. Reduce the maximum allowable building square footage by an amount equal to the increase in maximum allowable building square footage in PD 3-SA and PD 3-SB. Note that eXi•stin�zoning entitlements contained in PD 3-5 include office and various retaiUcommercial uses, as well as 275 residential dwelling units (i.e. single family attached, detached, and zero lot lines, examples- townhomes, garden homes; see below). This zoning amendment request does not change or modify existing residential entitlements, except to the extent that residential uses and miXed-use development standards are restricted to the PD 3-SA Planning Area. ORGANIZATIONAL HISTORY Ordinance 307, approved on September 14, 1998 established Zoning District 3, otherwise known as Planned Development 3 (PD 3). Ordinance 311, also approved on September 14, 1998, established the PD 3-5 sub-area(also referred to as Planning Area 3-5). PD 3-5 was approximately 200 acres and originally zoned for Mall, Entertainment Retail, Entertainment Office, Office, and Retail Uses. Ordinance 452, approved March 22, 2004, adjusted the boundaries of PD 3-5 from 200 acres to 153.3 acres and established the current Permitted Uses and Development Regulations. Existing entitlements are summarized below: � T'he �naximum aggregate floor area for comrrnercial and institutional uses outside of a Office 7 00,000 5,000 884,505 d�dlixed Use De�elopment Area in this PD District is 884,505 square feet. The rr3aximum aggregate floor area for all uses Mixed-ilse f��A 5,0�0 within a�vVixed use De�eloprrsent Rrea in this 1,305,060 P� District is 7,305,06d. SFRAtta�hedJCleta�hed 5,000 m6n.fordeta�hed;no {Knthinthe Mixed UseAreal min.far attathed 7,500 275 lJnit Limit M�A Note that the MiXed-Use designation in Ordinance 452 includes retail, hotel, restaurant, office, and other uses that one might expect in a mixed-use development. Further detail regarding existing entitlements is shown in attached Ordinance 452. RECOMMENDATION Staff recommends approval of this zoning change application as detailed in the attached Staff Report. Page 3 of 4 ATTACHMENTS 1. Site Location Map - will be provided under separate cover. 2. Ordinance 452, which established current zoning entitlements and development regulations Will be provided under separate cover. 3. Staff Report Page 4 of 4 ��y _f �t�, � ff r �� � '; TOWN OF WESTLAKE, TX x � � � r '• r ,� * '�;- »- � STAFF REPORT TO PLANNING AND ZONING COMMISSION Date: 2/15/16 Request: Review and Recommendation of a Zoning Change Request. Agenda Item: Conduct a Public Hearing and Consider a Recommendation Regarding a Zoning Change Request to Amend "Planning Area 5," a Portion of Planned Development District 3 (PD 3- 5), Located along State Highway 170 and State Highway 114, by Dividing Said Planning Area into Two (2) New Planning Areas to be Known as PD 3-5A and PD 3-5B and Establishing Development Regulations, Permitted Uses, and Allowable Densities for Both Planning Areas. CASE INFORMATION Development Name: Project Blizzard Location: This property is generally located at the intersection of State Highway 170 and State Highway 114, part of the Circle T Ranch. Owner: Hillwood Properties Applicant: Joe Schneider, Vice President, Hillwood Properties Developer: Hillwood Properties Site Size: 153 (+/-) acres Permitted Use(s): Existing uses include Mixed-Use, Office, and Residential Uses. See Ordinance 452 (attached) for a complete listing. Summary: This is an application by the property owner, Hillwood Properties, to amend the zoning of the Planning Area 5 portion of Planned Development District 3 (PD3-5), a 153 acre (+/-) tract located at the intersection of SH170 and SH114 on the Circle T Ranch. The owner and applicant are requesting that PD 3-5 be amended as follows: 1. Divide the PD 3-5 Planning Area to create two (2) separate Planning Areas, to be identified as PD 3-5A and PD 3-5B. Existing allowable building square footages to be divided between the two areas. 2. Increase maximum allowable building square footages for both proposed Planning Areas while reducing the maximum allowable building square footage in PD 3-3 by an equal amount. The proposed amendment does not change the aggregate maximum allowable building square footage in Planned Development District 3. 3. Amend the maximum allowable building heights for the PD 3-5A and PD 3-5B Planning Areas 4. Amend the Development Standards for the PD 3-5A and PD 3-5B Planning Areas The property owner has filed this Zoning Change Request request as part of Project Blizzard, which involves the construction of a major corporate office campus for the Charles Schwab financial services firm on the proposed PD 3-5B tract, as well as a mixed used development including office, retail, hotel, and residential components on the proposed PD 3-5A tract (see attached location map). I. COMPARISON OF PROPOSED AND EXISTING DEVELOPMENT REGULATIONS II. ALIGNMENT WITH COMPREHENSIVE PLAN Land Use and Development Square Footage: The additional square footage transferred from PD 3-3 to PD 3-5 is generally consistent with the intent and recommendations of the Comprehensive Plan Elements. It is recommended and encouraged that future transfer of non- residential square footage be taken from PD3-3. Building Height: The height additions requested are generally consistent with the intent and recommendations of the Comprehensive Plan elements. III. STAFF RECOMMENDATIONS Staff recommends approval of the proposed ordinances. Location map. �� �. T��I r,�' � + ��r �I���'H'� � k �' •ti y y1 .. 1• 1.yti �. k 11 kti 1 O 0. .e.t..9 • . . ��:. • �. ° .. • �-. . �tl �4�-.,ti o.. .�•1'.1�.'. e �1 L '. . � v.:,. � - ... " 4_�.. 1��y" � •k '.. � � ,.. �. ' tl :- . �1��k.:. �'. �. .. . '�. 4 .. t ', ti k .,_ ' �k�ti ti���.a k�ti��`. . `. �.. . �- ti� f11. �' ',� "' `�s�'k ti,Y ti �ti . .'�k;' 4�v:. - � � �} � ��� . �..:.: � . .,....1 �'.. 1 tio ti • �• - � . 1•11ti tiyk k• °a � � ,� ' �ti k 1 1 . . . • , �����1. L�.r� .:.� �'-�• •1. � �� �. ti ti � . �• �"• ••�.. `_ . 4�� _ �4 ,. '' � .�k L , e�� .1� . �s � . . .���� S� "� . . ,. � .... . 1 ti •' � b � 1 .5..� . . . .s . . y.v ���:.��'..�'..� 1 qe a�° �nF , ' "y'q.t . 1�ti 5. S� .1 � k��1 rW�y�l' � k lREi�lf i �•. � � � ~ Page 2 of 2 �y,...-....�L � � � a,� � �`� ;'M �Y� `�� estlake Planning and Zoning Commission � � � .� �'�w-....�,r'"��- TYPE OF ACTION Regular Meeting - Action Item Monday, January 04, 2016 ToP�c: Conduct a Public Hearing and Consider a Recommendation of a Planned Development Zoning District(PD) Site Plan for the "Planning Area 2" portion of Planned Development District 1 (PD 1-2), Established by Ordinance 703 for the Property Generally Located on the South Side of State Highway 114, East of Davis Boulevard and North of Solana Boulevard. STaFF CoN'raCT: Eddie Edwards, Director of Planning and Development Strate�ic Alignment Vision, Value, Mission Perspective Strate�ic Theme & Results Outcome Obiective Mission: Westlake is a unique community blending preservation of our natural environment and Hi�h Quality Planning,Design& Development-Wc arc a desirable viewscapcs,while serving Citizen, Student& �,ell planned,high-quality Preserve Desirability our residents and businesess Stakeholder &Quality of Life with superior municipal and community that is distinguished by academic services that are exemplary design standards. accessible, efficient,cost- effective, &transparent. Strategic Initiative Outside the Scope of Tdentified Strategic Tnitiatives Time Line - Start Date: February 15, 2016 Completion Date: February 22, 2016 Funding Amount: 00.00 Status - � Not Funded Source - N/A EXECUTIVE SUMMARY (TNCLUDING APPLICABLE ORGANIZATIONAL HISTORY) The subject PD Site Plan is generally located at the northwest corner of the 85-acre Entrada development, near the intersection of FM 1938/Davis Boulevard and State Highway 114. This Davis-114 Retail Corner wil] feature a 1,900 square foot Starbucks restaurant with a drive- through lane, a 3,300 square foot sales center, 7,328 square feet of office space, 17,320 square feet of retail space, and 1,300 square feet of additional restaurant space. The Site Plan follows Page 1 of 4 Entrada's overall design theme which strives to capture the architecture, livability, scale, and essential visual qualities of the Spanish-Catalonian village archetype. A PD Site Plan is required as a condition of the Planned Development zoning for this property. The PD Site Plan approval process gives the Planning and Zoning Commission, as well as the Town Council, the ability to approve ar deny a plan based on quantitative criteria as well as the qualitative criteria contained within the PD zoning for this property. The PD 1-2 zoning ordinance gives the Developer a great deal of]atitude with regards to lot layout and design and encourages the Developer to be creative and build a unique development. It also gives the Town opportunities to verify that the proposed development will reflect what was presented by the Developer during the zoning change application process and agreed to by all when the zoning (Ord. 703) and subsequent Development Plan (Ord. �20) were ariginally approved. Staff and our consulting architect have spent many hours reviewing this site plan and related elevations against a comprehensive set of criteria described in the attached Staff Report. RECOMMENDATION Staff recommends approval of this PD Site Plan, subject to the conditions provided in the attached Staff Report. ATTACHMENTS 1. Existing PD Location Map and PD 1-2 Vicinity Map 2. Staff Report 3. PD Site Plan Submittal 4. Enlarged Building and Site Renderings 5. Entrada Development Plan Page 2 of 4 EXISTING PD LOCATION MAP �� �� ��4�— Q -__'—_� PD 1-2 Entrad� _ �� _-;-=--a�,� -=��4:;�.�.� 1`��'�.4� . �.,::� � '�`�� � j �y �� � 1 } %. ��, ( � y', '�� `,I n,. r �~ ;, .� ��ran r r s� - � . � "� � 11 Jrni�l � �� .��� �` � � � � �+' P D� �;��� �?�-= . il ar}r ��• ' �� —_ 'i tir� � _�—�"` tj '�---� _ �ii' -���,�='` .;vty'� �`9 �� PD 1-3 Granada ��v�. �--=---_ _ _ -- ti ��°''� �. ��" �'o �,�` �r, ���s�-�' `����'� t� F� ;%" ���,c� :,;�''\ ,� � P a� — � �.;; , � ° `��,,� �`'�,�, �- ,�`,�,�,��� '��.�r �A a� � �� � — , � ,,,., � 0��.� 4 BROK'EN 6ENR �ft �����-- k P D 1 � ,�\ a ���, :\ 0 " �� `���.� %4 p a`"�' � OAICS � �r�� ��\ ��� �� w o�q °�' L �W���� a . ���-�' R-1 0 ,.�h � Ra���.� e�.�„ ..,, �P .���_��`�� 3 �,� TO1�YN LIMIT Page 3 of 4 PLANNING AREA 1-2 VICINITY MAP AND PROPOSED LAYOUT Case SP-12-14-15 PD Site Plan ��. � � ��,�''.�" ,b '�,Y.�1� ' ,��. � � .tl N ti"+. �' _ .. 1 �'�, �. � �,-t 6@� aS�i ._:-.+�� _ ``,ti� . ../ - '�y --_ ' _ :7 �t,'�`������'�..�„�„� � ��_` � 4 ` - ��"'�+��r��i� �"".-.•.�..4ry � ' ! ;�s t \ � � r `�� ��,.� � � ���c _ ' ,`';' ' a: i l�"��� ' � �tu "�.+ - . .J �. wP��`��P � � � I�' . � , ' ,.�; . .-. 41 _ - - � . ;_i���`'�-"-..,;; � �__. ( ' • � � �f� / . ' ' � a � 1 ` �.� ��,� ��, +� � � � �. � 'i. # �� ti� - � a �i .�� - - �� � �; Y� +•. ��r � i' ,,' �, r � �.� �;��' � j� �+w 1 � � � '� :� `� ��. � /. � �` � `� _ � ,. � ,�. ,� ':T • � �,. t _ Q� �� � �;: �- � � � � � � � � �' I ` +� � � ��� �;� .► � �- �► , , � ,. '� '� ��� `�-_ � �` - - �,�.t �`�, `� ���` ,��-�J �� ._ � �, ,,�+�►, ��r `,; , � � _� ___ �► :� J J TROPH Y'� �LUB �� �'�� � � �, � � 7 � �c; � � Cf��'~`�� �`� �BOB JAAi£S �,yP�-''� Med6in A�Eq4 �� �,�� Crrr.efery Galf 0'y,4-�" c�'�."E � ��� �OUfSC l � O y3� ,�ppkyy 4 �.y �A1l�, SEA8IN�LE ". � [zi P � '�Y t+N O. � �4 'J°x i �. �r ���^ � � [,� ����€Sy yEPi10'� ma � ' � w y�G °n d"°i 1N4rcGii'd'E`'S � i�c � g "�� m� � 4 � � J WESTLA,KE — � � ,K��N� � N � -� n v� �ITE H� ' � a,4 4 � N a�� � SOLANp a �� �a� 9 oove ROAo q�`s� � � �-;�m � ood v`' �+ �'� 4 L� Page 4 of 4 ��y _f �t�, � ff r �� � '; TOWN OF WESTLAKE, TX x � � � r '• r ,� * �`-�`w"� STAFF REPORT TO PLANNING AND ZONING COMMISSION Date: 2/15/16 Request: Review and Recommendation of a Planned Development (PD) Site Plan Agenda Item: Conduct a Public Hearing and Consider a Recommendation of a Planned Development Zoning District (PD) Site Plan for the "Planning Area 2" portion of Planned Development District 1 (PD 1-2), established by Ordinance 703 for the property generally located on the south side of State Highway 114, east of Davis Boulevard and north of Solana Boulevard. CASE INFORMATION Development Name: Davis-114 Retail Corner, Entrada Location: The property is generally located at the northwest corner of the 85-acre Entrada development, near the intersection of FM 1938/Davis Boulevard and State Highway 114. Owner: Maguire Partners-Solana Land, LP (Mehrdad Moayedi, Centurion American) Applicant: Michael Beaty, Entrada Project Manager Developer: Centurion American Development Group Site Size: 2.175 acres shown as Block A, Lot 1 and Block O, Lots 1 and 2 on the Entrada Final Plat. Approved Use(s): The subject PD Site plan shows office, retail, and restaurant uses, which are permitted under Entrada's zoning as set out in Ordinance 703. Summary: This PD Site Plan, like the CVS and Primrose Site Plans approved in December, is a component of the Entrada mixed-use development. This Davis-114 Retail Corner will feature a 1,900 square foot Starbucks restaurant with a drive-through lane, a 3,300 square foot sales center, 7,328 square feet of office space, 17,320 square feet of retail space, and 1,300 square feet of additional restaurant space. The Site Plan follows Entrada's overall design theme which strives to capture the architecture, livability, scale, and essential visual qualities of the Spanish- Catalonian village archetype. The purposes of a PD Site Plan are to ensure that the development of individual building lots, parcels, or tracts within the Planned Development Zoning District or Planning Area are consistent with the approved Concept Plan and Development Plan, and to ensure that the standards applicable within the Planned Development Zoning District and/or Planning Area are met for each such lot, parcel or tract. The following sections detail the requirements that must be considered when evaluating this PD Site Plan, the architectural challenges associated with this submittal, and staff recommendations. Note that this PD Site Plan replaces the PD Site Plan created by Ordinance 721. This obsolete Site Plan, approved October 28, 2013, applied only to a portion of what is now Block A in the Entrada Final Plat, and was intended to allow for the construction of a sales office. The site never went beyond the PD Site Plan stage. As Entrada's architecture, landscaping, and built environment evolved, it became preferable to fully integrate the sales office building and surrounds into the Retail Corner Site Plan to ensure architectural continuity and aesthetic flow. I. ZONING RELATED REQUIREMENTS APPLICABLE TO THIS PD SITE PLAN Ordinance 703, which established the zoning requirements and development regulations for the PD1-2 Planning Area, applies to this site plan. The uses shown on the PD Site Plan, including restaurant, office, and retail uses, are permitted by right under this district's zoning as shown on the Land Use Schedule included in Ordinance 703. Permitted and Special Uses for this district are quite broad in order to allow for a mixed-use planned development styled after a Spanish- Catalonian village. Permitted and Special Uses include office, governmental, retail, restaurants, hotels, as well as residential uses (single family residential detached, and villas or townhomes). Ordinance No. 703 also imposes certain requirements on building materials, roofing materials, and the pace of development of residential to commercial structures. Also included in the zoning regulations which govern development in this Planning Area are: ■ Development Standards for Planning Area 2, PD1-2 (Art. III, Ord. 703) ■ Design Guidelines for Planning Area 2, PD1-2 (Exhibit "4", Ord. 703) ■ Roadway Design Standards for Planning Area 2, PD1-2 (Exhibit "5", Ord. 703) ■ Concept Plan for Planning Area 2, PD1-2 (Exhibit "2", Ord. 703) In addition, at the time of the adoption of Ordinance No. 703 setting the zoning for PD1-2, the following Staff recommendations were adopted by Council that apply to this site plan: ■ Dedication of water and sewer easements for public lines. All on-site and off-site water and sewer improvements necessary to serve the development are the developer's responsibility. ■ The developer shall pay, via a development agreement, a pro-rata share of the costs for signalization, per a traffic impact study approved by the Town, of the intersection at Davis Blvd. and Solana Blvd or any other intersections near or on this development. ■ A detailed landscape plan and parking plan must be submitted with the Site Plans. ■ A detailed streetscaping plan shall be submitted showing how it will be integrating and transitioning well in terms of aesthetics with the development at the southeast corner of FM 1938 and Solana Boulevard. ■ Sidewalks and trails internal to the site will need to connect by access points to sidewalks, trails, or pubic rights-of-way on the perimeter of the site as well as to sidewalks or trails on adjacent tracts. II. RELATION OF PD SITE PLAN TO APPROVED ENTRADA DEVELOPMENT PLAN The Town required the Developer to prepare a more detailed instrument, known as a Development Plan, for the entire 85-acre Entrada tract prior to any PD Site Plan submittals. PD Site Plans must comport with the approved Development Plan (unless the Development Plan is amended with the approval of the Town). In effect the Development Plan becomes a master site plan, meaning that all the site plans for all portions of the site must fit within the template created Page 2 of 8 by the Development Plan, with allowance for minor changes in configuration if said changes are considered beneficial by Town staff and consulting architects. The Development Plan for Entrada, as recommended by the Planning & Zoning Commission and adopted by the Council in Ordinance 720, has several attached conditions for approval. Relevant to the subject PD Site Plan are the following additional conditions: ■ When the tract is site planned, both the southeast corner of FM 1938 (Davis) and Solana Boulevard and the northeast corner of FM 1938 (Davis) and SH114 must include strong design public design elements that tie those corners to the intent of the design standards and guidelines for this tract. Site plans for these corners shall minimize surface parking from being the main visual feature at these hard corners (note: requiring some berming when these locations are site planned may help with this). This includes incorporating design features from the Town's FM 1938 Streetscape plan on the side of the subject tract that abuts FM 1938. Also, a 3-4 foot stone wall that fits with the site's design standards and guidelines shall be required around the perimeter of the site on Solana Boulevard and FM 1938. ■ Show on the Development Plan the type of Town Edge landscaping that will be utilized along the SH114 side of the tract. Also show where along this Town Edge landscape zone the landscaping will consist of trees and when other treatments such as vineyards, as proposed by the developer, will be used. ■ Approve use of Italian Cypress trees on the tract as the predominant tree of choice for the landscaping. ■ All site plans submitted subsequent to approval of this Development Plan shall comport to all the design standards and guidelines as set out Ordinance No. 703. ■ A lighting plan must be submitted for this Development Plan that meets the requirements of the Section 14 of the zoning ordinance for this site (Ordinance No. 703) as well as Chapter 102 of the Town's Code of Ordinances. This plan should emphasize use of bollard lights along trails, plazas, and gathering areas. It should also emphasize shielded low intensity down lighting for parking lots and intersections. ■ A Master Landscape Plan for all common areas, right-of-ways, public and private open spaces, and Town Edge Landscape zones must be submitted along with the next Site Plan and before any buildings permits are issued, other than the Site Plan and building permit for the Sales Office. III. RESIDENTIAL TO NON-RESIDENTIAL DEVELOPMENT RATIOS Ordinance 703 established ratios of residential to non-residential construction to prevent uneven development and ensure that residential uses are not prioritized over retail, office, or other uses. The pace of residential development within PD 1-2 is as follows: ■ First Year of Active Development: Developer is entitled to ten (10) residential units initially. After the initial ten (10) units, Developer is entitled to units eleven (11) through (30) after 45,000 non-residential air conditioned square footage is permitted. "First year of active development" is defined as beginning on the date of the issuance of the first vertical building permit for PD Planning Area 2 (PD 1 -2). Page 3 of 8 ■ Second year of active development shall not exceed an additional sixty (60) residential units. Third year of active development shall not exceed and additional eighty (80) residential units. Year four of active development and subsequent will be based upon the 1500:1 ratio. From Residential Unit 31 forward, Developer must demonstrate to the Westlake Building Official that the 45,000 air-conditioned square feet of non-residential building space is substantially completed, and that for Residential Unit 31 forward, Developer must also demonstrate to the Westlake Building Official that a ratio of 1,500 sq. ft. of non-residential use building space has been permitted for each additional Residential Unit permitted. ■ Developer is to maintain a database illustrating conformance to this requirement to the Westlake Building Official and include an up-to-date report with each new Residential Unit building permit application. Non-residential use buildings must be substantially outwardly completed within six-months of being included in the 1500:1 ratio, which is 1500 square feet of non-residential to each Residential Unit calculations. The following table lists non-residential buildings and their associated square footage approved via the PD Site Plan process for the Entrada development to date, plus the buildings and square footage included in the subject PD Site Plan: Building Use SF CVS Retail 12,900 . . . • 1 1 Primrose Institutional 12,070 . . . i � Starbucks Restaurant 1,900 Sales Center Office 3,300 Retai I 1 Restau rant 1,300 Office/Retail Office 7,328 Office/Retai I Retai I 17,320 � . � . . . � : Grand Total 56,118 Including the Davis-114 Retail Corner square footage, up to 30 residential units may be permitted this calendar year, assuming all of the buildings listed above are permitted within the year (i.e. construction drawings are approved and a building permit is issued). Note that in addition to meeting residential to non-residential ratio requirements, all residential units must go through the PD Site Plan process and permitting process before construction can begin. The developer currently has three residential PD Site Plans in the pre-submittal stage, with each Site Plan containing six houses. IV. ARCHITECTURAL REQUIREMENTS & CHALLENGES SPECIFIC TO THIS PD SITE PLAN The Town is provided strong aesthetic/architectural controls via design guidelines in the zoning regulations that apply specifically to this Planning Area. The guidelines go into great detail, covering architectural requirements, construction methods, aesthetics, and allowed/prohibited materials for everything from window sills to retaining walls to exterior door hardware. These Page4of8 design guidelines are the most powerful tool that the Town has to ensure that the Entrada development is built to the high standards discussed, represented, and agreed to by the Developer during the zoning process. The Town receives this control while providing the Developer zoning entitlements (i.e. uses) that grant the Developer great latitude and flexibility in permitted and special uses, as well as dimensional setbacks and no building FAR (floor to area ratio) density requirements. For Entrada, the Davis-114 corner presents the first look at, and establishes the first impression of, the Catalonian Village concept rendered as a contemporary mixed use development. Therefore, this corner location is singularly important to the marketing success of this project. Historically, the comprehension of the village (in the medieval European village setting) was sequentially understood. In other words, one moved toward the village from the hinterlands, passing the agricultural edges, then perhaps some fortified element, then along narrow streets, and then arrived at the place of the cathedral/ plaza from which the fabric of village emanated. However, Highway 114 and Davis Boulevard do not afford that same sequential experience and consequently the comprehension of village must be gathered in a moment of recognition. This moment is encountered at the Davis-114 corner. Without the experiential "lead-up" the image presented must be particularly complete and convincing. Such importance demanded of the planning and design at this location is met with numerous challenges, such as: • Scale: This is not the place for any "Big Box" retail elements (typical of most suburban development) because "Scale" is one of the most important "colors" in our pallet with which to paint the Catalonian vision. In order for the assemblage of structures to be organic, the scale must be conducive to creating the kind of form complexities that an organic assemblage would produce. Scale is important to giving the appearance of process-over- time — the complex look that evolves over many years of building one thing next to, or on top of, what already exists. Therefore, in order to replicate this kind of complex form, the elements of composition must be small enough to render such complexity. The Davis-114 corner is comprised of small retailers and smaller, narrower buildings wherever possible. • Internalizing Topography to the Architecture: Most retail development seeks to level a site so that building plates have no offsets. This is preferred by most retailers and increases the convenience of parking. Most of the Catalonian Villages are in "hilly" locations, and accommodation of topographic change is often handled as a component of the buildings constructed. This creates a vertical complexity to the village fabric as well as the horizontal complexity described above. Therefore, it is important that the rolling topography at the Davis-114 corner be handled in ways that are evocative of this important aspect of the Catalonian Village fabric. Winding drives climb grade alongside the base of buildings and arrive at parking places nestled between structures. • Creating a Landmark Icon: Some of the sense of sequence described above can be achieved while traveling along regional roadways if Entrada had a landmark element that defined, and guided one to, the Davis-114 point of recognition. Therefore, the retail corner presents a 110-foot tower (with decorative top) that has form-giving influence upon the retail assemblage within which it sits. In this way the tower is not just an element apart from development, it organizes the fabric of what is around it, thereby giving it an authenticity which fulfills one's expectation upon arrival. In addition, visitors to the retail corner interact with the Tower as the Starbucks drive-through passes beneath it. • Combining the spatial accommodations of automobiles and emergency access with the spatial character of a Catalonian Village: The needs of contemporary vehicles, Page 5 of 8 contemporary services, and contemporary emergency equipment tend to greatly expand the space between buildings. This challenges the more intimate definition of space needed to enhance the pedestrian experience and convey the sense of village. Creating smaller stand-alone building(s) to break up spatial expanse, complex perimeter edge configuration, ruin remnants (such as remnant walls), subordinate building masses that project out from the primary structures, and obscuring the traditional definition of drive and parking stall all serve to transform an automobile dominated ground plane into something more interesting, complex, and village like. • External architectural expression of internal property lines, demising walls, and other internal subdivisions: In a lease driven and fee simple driven economic setting, lines are created that the Catalonian Village did not respond to. These lines and subdivisions can create architectural expressions that move away from the desired organic assemblage to a more "row house" or "multi-tenant" segmentation. To overcome this tendency, the architects had to take every opportunity to "overlay" rather than "abut" building elements. The architects had to create minor and subordinate forms that mitigated external expression of these separations. • Construction Details: The biggest challenge to all of Entrada is creating construction details that will make contemporary veneer frame construction have the visual qualities of load bearing masonry construction. The execution of cornice details is most critical. Guidelines created for this project describe how traditional veneer construction is to be handled so that it has a more load bearing appearance. Addressing each of these challenges has led to a project design that is both a serviceable retail development and the essence of the Catalonian Village fabric. To arrive at the final rendition of the Davis-114 Retail Corner submittal, the Town went through a design review and revision process that included several steps: 1. Town staff, consulting architects and engineers receive, review, and comment on first Davis-114 Retail Corner submittal. Comments identify the ways in which the submitted design falls short of the Catalonian Archetype and provide recommendations for improvement. 2. Town consulting architect meets with Merriman Associates Architects, who are leading the design process from the developer side, to review the comments provided by Town and sketch ways in which these comments can be reasonably addressed. 3. Merriman provides a revised PD Site Plan incorporating staff recommended changes. Town staff and consultants review and provide additional comments. 4. Merriman makes final revisions and submits to Town for review. At this stage any remaining comments should be easily addressed and minor in nature. 5. The final PD Site Plan Submittal is delivered to the Town for inclusion in Planning and Zoning Commission and Town Council agenda packets. As this process is repeated, it is anticipated that the design review process should get progressively more efficient as Merriman gains a greater appreciation of what the Town is looking to create and built structures begin to serve as reference points. While PD Site Plans are an important element of the design and quality control process, they are not a final approval for construction. Note that: Page 6 of 8 1) PD Site Plans are recommended for approval based on a determination that the plans reflect general compliance with the approved PD Concept Plan, PD Development Plan, Master Landscape Plan, Design Guidelines, and other PD ordinance regulations. The individual building elevations are approved conceptually, subject to compliance with PD Design Guidelines to be shown in detail on construction plans that are to be submitted when applying for a building permit. 2) Construction Drawings submitted along with an application for a Building Permit will be reviewed for detailed compliance with Design Guidelines and compliance with the approved PD Site Plan as well as other PD ordinance regulations, the Code of Ordinances, the UDC, and the International Code Council (ICC) construction codes. V. STAFF RECOMMENDATION Staff recommends approval of the Davis-114 Retail Corner PD Site Plan subject to the following conditions: 1. Fulfillment of all zoning requirements as set out in Ordinance 703 in addition to the conditions accepted by the Town Council at the time of zoning approval (April 22, 2013). 2. All the Development Plan conditions for approval established in Ordinance 720 (adopted October 28, 2013) apply to this PD Site Plan. 3. All building elevations shown on this PD Site Plan include the requirement that structures meet all aspects of the Entrada Design Guidelines established in Ordinance 703 and Ordinance 760. 4. Town Staff will review and approve a materials sample palette that shall be presented at the time building plans are submitted for review and said materials must comport to elevations as presented to the Staff and the Planning & Zoning Commission. 5. Landscaping and planters shown on PD Site Plan drawings submitted by the Developer's master architect, Merriman and Associates, be of substantial size, as shown on said drawings, including six (6) inch caliber Italian Cypress in the planters. 6. Solid waste collection area(s) will reflect a "shepherd's hut" type architecture and will be approved by Staff at the time of building permit application. 7. The following statements shall be added to the PD Site Plan to clarify the scope of Site Plan approval: 1) PD Site Plans are recommended for approval based on a determination that the plans reflect general compliance with the approved PD Concept Plan, PD Development Plan, Master Landscape Plan, Design Guidelines, and other PD ordinance regulations. The individual building elevations are approved conceptually, subject to compliance with PD Design Guidelines to be shown in detail on construction plans that are to be submitted when applying for a building permit. 2) Construction Drawings submitted along with an application for a Building Permit will be reviewed for detailed compliance with Design Guidelines and compliance with the Page 7 of 8 approved PD Site Plan as well as other PD ordinance regulations, the Code of Ordinances, the UDC, and the International Code Council (ICC) construction codes. 3) The individual lots shown on this PD Site Plan are approved conceptually, and must be reflected on an approved amended Final Plat prior to the issuance of any building permits for vertical construction for the areas shown as Block A and Block O on the Entrada Final Plat. Page 8 of 8 � � 0 0 � � I N � O � O Z � � W � � � l'�,dljyiy/,ql�;;8� � ���� W � m � W Z � O U d- � � \ (/') > Q � Q � Q � � Z W W Y Q J � (/') W � SHEET INDEX ' ' ' No. Sheet Title C1 COVER SHEET C2 KEY MAP C3 SITE PLAN � A1—Al2 ARCHITECTURAL PLANS ' L1 LANDSCAPE PLAN 8c DETAILS C4 GENERAL NOTES � C5 PAVING PLAN � FEBRUARY 2016 C6 PROPOSED DRAINAGE AREA MAP � _ C7 GRADING PLAN � � �g WATER, STORM, DUCTBANK 8c SEWER PLAN � - - - �g EROSION CONTROL PLAN � TROPHY CLUB W �-' � DEVELOPER: � ��o�o ��� � C10 LIGHTING & PHOTOMETRIC PLAN � ,�� � ��� 0 G� �BOB JAMES C11 LIGHTING DETAILS � CENTURION AMERICAN �� �em Ite�y Golf MEqO�� �' �z w z Ef��' '( J8 Course � a o 0 1800 VALLEY VI EW LAN E, SU I TE 300 0 SUNS�.�OpHY G� y FA�,�, SEMINOLE 9T � � �� FARMERS BRANCH, TEXAS 75234 `'�F�°'� oP T,Q��F FRESHMEADO`N ma � N � 114 G� Ory r ww z yQ cn� \ S��G `n �?� �N�RNESS a x I Y 5a � 1J �O�� J I Q �`' <o r y J � WESTLAKE � � c� INVERNE � 0 � � � � N� MOORELAND `� 0 Fng een v . �c��e:�opment• wv:tr.,chcr �n T KING a �� I� � - � 114 = ° o , � � N DEVELOPER: > SOLANq e�-�° ' � � a o � �' The Mooreland Funds DOVE ROAD Ot��Gr �,�,, Mooreland Development �� � 1800 VALLEY VIEW LANE, SUITE 300 = `y�F M� FARMERS BRANCH, TEXAS 75234 �°°a � Brown & Gay Engineers, Inc. �µ a 2595 Dallas Parkway, Suite 204 � TEL: 214.287.9009 �` � � CONTACT: MIKE BEATY � VICINITY MAP Frisco, TX 75034 i (NOT TO SCALE) Tel: 972-464-4800 • www.browngay.com N o TBPE Registration No. F-1046 � � o � Copyright 2016 �i � � � . �i L o • � — � � � o � � wi � °' THESE PLANS ARE ISSUED FOR N � i � - - THE PURPOSE OF PRELIMINARY °' � REVIEW AND ARE NOT INTENDED � . . ', � FOR CONSTRUCTION. o ,yr� � g- WHEN ISSUED IN � ��''� _ � FINAL FORM THEY WILL BE � SEALED, SIGNED AND DATED. Y � O 'Bi Im '�.r'� ��I � � . . r : � }q, �}� �- ,. . ,. � „'� TOWN OF WESTLAKE � ` � �� � �-�� � ��� ��� �� � � � � E ��; . , � } s.�� -- z o j ��a � ' - " ,� `� RESPONSIBLE ENGINEER: _ � ..� - . , _ , , . �j ' . ' ■ ��. . - " BROWN & GAY ENGINEERS, INC. �� 3 VILLAGE CIRCLE f �� ��'',°T �sa- " `', � � � � � �-� r F � � � . �• TEXAS REGISTERED ENGINEERING TOWN OF WESTLAKE w ' SUITE 202 � = . �y - a � � � �N .� � ° , � � FIRM F-1046 z w ' , � ,. • ° � ••;�� �= -� �� WILLIAM R. JANNEY, P.E. — �. 6 " �� � � � � TEXAS REGISTRATION N0. 108663 , , c�N WESTLAKE TEXAS 76262 9 $ . �. - _ r --a _�. ��T:.,.�.. � _ `� w � TEL: 817-430-0941 :- ' � , � : ' m�. . ,. _ __ s . � � .. ��' z � � APROVED �p � . , �p.�� "� � FEBRUARY 5, 2016 }o " 1� a � �,,. *, - ��' i.- - - Q Q - - ._�' '� i ` �N "' s , TI TLE .. � � Y�. _ �: y �, . - - .- ; _ DATE t � � ''`"��. "��� �� � � ��•' q� _,r` _�.� ,...d, O� '� Q. .f. � _ _ _w� _ �, . �-�='_e m c'� TROPHY CLUB o o � � i � �° o �.�' r �R� �j CRE�'� 0� G�`'� c~—i BOB JAMES ��.`'� Medlin MEqO�� � ��n � � ��R�S�,,S�� Cemete�0y Golf r Y J �� Course � J o � SV� TR�pF1Y 2 FAIF�,q SEMINOLE -� � v C'��i �P Vl�lq Y w= = o v� 114 ��9 Gpo ��o�cY FRESN MEADO`t'� W a Z � � Q a � \ s'�G `n c�?� �NVERNESS '� � W \ � o=��� � I Q � z J Brown & Gay Engineers, Inc. WESTLAKE � � = 2595 Dallas Parkwa Suite 204 � c� INVERNE � y� �� o � Frisco, TX 75034 � ,'� Tel: 972-464-4800 • www.browngay.com r� TBPE Registration No. F-1046 ��� "'"c Contact: Will Janney Tel: 972-464-4835 0 114 , Copyright 2015 � v, e�`� � �, a SOLANA / 0 ��r / ��o � DOVE ROAD G���S,� `. / o ��s�F e@� = T �� � � a �ood N �`�<�' a � esrArFy � - � - . -��� wv� VICINITY MAP � � � �, � � � (NOT To sca�E) DEVELOPER � '` '' ,-- —___ CENTURION AMERICAN � —_ -_ �� / � _ �_--�_� ``�=--��__ 1800 Valley View Lane, Suite 300 / - , -_ ����f = __ `-�--_ � '��-�-_�_ Farmers Branch, TX 75234 �'� � ' l qNp ��- � �� � � �-� Contact: Michael Beaty ,� � ��, � S I T E oRRq - � - - � Tel: 214-287-9009 -__ - � =� - -- - � � - �� � ' �- � �vGj _ _ -rr �- �, -' --- -_ _ _ ��` � �i ___ -�, �v �'-,�, r t� _ � , -- � y� `b � ,f Q� / ,��, w`�, � ��``�__ S MOORELAN D �° � i � P � ,�, �� ��_, —�— rq , � _. � �• / / � �� � �� '—�.�_. TF y ny�n�rr�n;y . C��.rla�.rT�,e.nt • _,a�:tr.�ct :n � � �. � E . : , k N , � �a �� G,O ; � �� �� � �'/4 r .i PRP �, � \� �`� —, i m / . � � _ � � � � � - �� � � ;� ;, ,a� y � --� ���,� � -_ � �--'' � � � , ,�, ��� � �"� � ; , � '�-��-� ���,� \. ;� � Q� � , �-� ` � �_ � ,; �� ��� � ' _ _ , �� - � , _ � � � , � „� i- \�� �� � '\ ��� �'��\`�� �� ���� � � Q �� � ��� \� � � � / Q � L1J - � � � � � G� � �� ��. , t �° � � \ O �� ��\� � / �� l � i � � ? ���`� � �� � �� ��'' �,� � � � � ` � � � V� �,�--''�� I..L , � ��, „; , {- / � � \ � _ � ��� � � � _ � ���t /.���� � � � � � � F . � � �!v � i � DRILI� �, ,�f��,�,�����r� � . � � � Z / � � G� 0. � �- � ,<. � ° �-�_��� � ��� � • •— � � B Z❑NE � _,_ �`'�-, ., , z w � l : ,.. . � , , , rR � _ � � ��� _ w � � _ A ,��'��, -_ �� � � -� , �' � � o� � , A�oNq ��,��, , �� �__ srqr Z Z u� �., � � V � , , � . _`-, ��- _ ��F/y Horizontal Scale: N.T.S. U ,� �� t � � � ���.1i�f,,�1' � �i ����.�� � � _ � � — r \ �.. � �� � `� � � M VQ' � � \ �� fl.�r- � �.���_�� � � � � (� Z ; � t � ' ' , � , _._.--- - - 1. �� '/ nJ:. ` _ �� � �, / / 1 � ` �` /i � � . \ / / � ��'�1� � � f/f y;y^���,r ......_ ��� \ \ \ \ � � CJ � � `/ � � ' l �� �ti, �� lr/I����� �\ ��.'"'� _ V y�f , o f/�' . . t -" l �r"�,��� '/1{ , I ��� /1� , �� �� � / `� �� � � Q � 4 �� . ,� ��� z _ f. d , . �, � , i,i , �� ,�� � � ��� ,_,� � W � � , ��, � � . �, ;<,� � it i r � �' / � � � � �„� ��� � �� • � �, , "��;�s,;,� ,� � . � / � ;,,� �z� � U � � � N / �,,, ��,F,; , ----- � � , — _ _— � �� _ . ,—s ,, � � - � ���;/` � � �� �, � � � � � � � w - �, ,; A ::, - -.�-= ��GpN ,�� � // � ��� ��c� V �� W \ Z Y � \ �� P ,� r ,�i�„'� , i �� \ \��,yF� � � � — Q � '¢� � ��� \ � , �, �b � , T���' � � � �` �� \ Q � _ � m H ��il� �r„, � � � �\ � -. �� ��� , � �� � �� ���`� � , � � i , ` , � ,r � � ti \� W , — � ��\ � > V� �� � �```�b\� r. r., � �� �-- � ��� ��`�' � � � > , �, � �..�..� �' �� �, �� ,,,� ���i;° _ _ _ �� �J;�'`. � � � � � ,�� � �\ . � \ �� ..� '� � L.L � � , � �� -� Q � � � �` � � Q o � '�� V��M�� \ � ,' �� � � � � , � ,� � � � � f'�"� � ��'� �� ����� �� Z — Z � ,� �� \ � A / � v� `� � �� �c'�: V � � � rl�' � °'� W � �'� ��\� ������� • , i�� � � �V "'�''' V � �� �t,� ti\` ��� U � � � � �� ',�. � � ,��' � // �`,. � � �� o Q �- s /j �\ , � r ' �` � � � � � � ; � � � `,���' �1�/ ��� � � �� �\ V ,�,�� ��. o � � �\ � �t��������'`" � �GS � � � � � ` �� THESE PLANS ARE ISSUED FOR j•'' �� � � _''�.rr'" � ��� �� � � �\ � � �� O � � — THE PURPOSE OF PRELIMINARY � ,� � ,'� ��� �� � � ,,�� rrs � � �� � � � � �� � ����. � REVIEW AND ARE NOT INTENDED � o �9 �?��7� ���' F , A `���� FOR CONSTRUCTION. � � �� WHEN ISSUED IN � � � � � ;` �� � �/ � \ � � u� � � ` � 2 ,���=�s � ,ri u \� A V � �� � ' �� � c� � ���i�Is� e� r�l � � �� � ,�. FINAL FORM THEY WILL BE `� , . \ �' � , E — — � ��%� � � SEALED, SIGNED AND DATED. o d �� � '��` � � • o / � � � — l/, � _ � a � •� �; ��,�i'� � � --4��-1`_ i � � \ ��,° \ 1 ' � ,�` � � ��� P;�,/,� O� _ -- �,' �'� � �� / �' � � �� RESPONSIBLE ENGINEER: w �r��� �� � � � � r/ V � BROWN & GAY ENGINEERS, INC. � j�� r — i � TEXAS REGISTERED ENGINEERING ,,.�� ��---- �� ,.r�� � � � 1 ��'�'� � FIRM F-1046 ,m-. J -' i\!� ;�� Q ' - � � � � � �, , ��� �� WILLIAM R. JANNEY, P.E. �> `� '�� o . ,� �� � � � �� � � � � ,, � � ��Foc—� TEXAS REGISTRATION N0. 108663 � ', � �, 4 � j ���` � � �/�� �� � � JANUARY 14, 2016 v, �I� � � u tir.' - � � ��� � � I � i � � � � � � � � - _ �� _� '� \ �o � �, i i CAUTION i i ;i � tf� % ,,� � � � _ � � . o ;;i� � � • �� , � � � G[� � � � �� � Contractor to Verify exact locatiun a � � � • • � � � o & Depth of Exist Facilitles Prior to � �� � � �� ,�-- - - ___ �� �� any Constructlon Activities � � vv� � , �-�I �-� � _ _ / , ` ;�r \ � � �`��`� i '�' ; ; � Fo�F � �� cAUTioN � � � � � �� . � � I � �' � � CONTACT: 1-800-DIG-TESS � � ����� , � �5 / �� \ � �� HouRs PRioR To coNSTRucTioN i \ �� ���; � ��� / / ' I � \ ''I___ I Q ,i � `� ' � / '��I �,I � REVISIONS �j 4 d ��\ / / \ I \ �I `� � REV N0. DATE DESCRIPTION ' � \� \� � �� � � �� � �'! ��E U / � �\ \ � \ \\ � �.����� v � � _ ' � ` \ ,;' -� _ ; \ � � � � , � � ,� � � .o � � � , � , � ��� :_; � � _� � C '__'_' ��I I a � t �� � � � , _ � � LEGEND v� ��. o � �e\�''. � � � � DRAWN BY: ° �� � � % o � �� � � �. — � �+ � � \� \.� \ �\ � — � �j; A BLOCK NAME CHECKED BY: Y � �\ _ 1 '', o � — � � � (� �- - -- `� �� -' �-_ �G DATE: r _ � ` \ � ° \ � � o / \ � \��� ' � .� - I I PROJECT NUMBER: � - -- � � „ \\ C��h I I \ � i 1 . r � �� \ � � f � Y U m , �\ �,�\ ; �, Sh eet N o. U, �. �„ i' ; ' �� f GRANADA � � ° �\ \ i \ I I � °� �� KEY MAP w� - � \ � j Z� / � \ �N ; � � �� � Z , , �� / w _ _ _ _ _ � �� QQ � ;�� � i �J �� \ �\ �, � � z� `• �<< A \� � i � � ��� � U� �� � �� �., � �� �.. � i � � , ��. ` � � '� �. �, , , � � � 0 d �' �'�. ":= ,��.=r 1'.,.,� �,> > �..,, .�. �<_—_ ,� . `,`1 �� �°��, .�.. `a V� �^, ...., ;�� ,d: . . ' � _ `. � '. j.�; �� ...._ . . . � . ,„ . CO G _ TROPHY CLUB o � ____ -_ -- o - �.. <N p � _ . . '� ,_" J J r' e � -� �,��O�Q G��F/� y `- -_ _ - � ���ELF' � CRE � � � c�BOB JAMES __ --� _-- D n ��. Medlin MEqO� �n _..__- � � ���S�,,S� Cemetery Golf Z Y ,, .�_ � R �( ��,JO Course � J o � ti �---- � ___i- ` `' c :.\ SV� TR�PHY ��20/ \P �A��yyq y SEMINOLE Jx x o �n �'� \N . A � a, D ^ .O • ` ' .) -_ � , _ - � ��4 ��9 Gpo ��o�cNFRE2 MEADO`t'� Wa Z � � T K - � W I D 1 H �-- W , �-. � � � s'� � NVERNESS - _� w _�--- . � � � � Y �� Cv AFZI A8�- _- W �' `� �' � _ \ � '� � ��`�_��� z I Q Brown & Gay Engineers, Inc. ���� � LOT s�Y �-� a s _ _ _ , �� ,__��-_ _-�" �L� _ . � � ��INVERNE � 2595 Dallas Parkway, Suite 204 w �' nCK A � WESTLAKE ��^� �� � � 0.299 AC. ��� _ - � . � �a o � Frisco, TX 75034 '� w � � 13,007 SF _ __ � --�-"� " � ; Tel: 972-464-4800 • www.browngay.com � , , , � � ,, ' � � w -'E -_ � }� , I r TBPE Registration No. F-1046 `'; � • _ _�_--------- � - //�� R72' � Fo� F0� ��� K�"c' Contact: Will Janney °� W � . ; �-_ � �� ro��F°�� � o Tel: 972-464-4835 � _,� � _ � 3 \�� � Q 114 , . �J ____- ��:�;. ;, �,- _ O . 1 I o ; Copynght 2015 � - _ - � � � . � � � � R 3' � � � �� � w ^ � - N 23`32'40" E 20.14' ��k C18 , „ , � 2, a SOLANA % w _ __-- � �, � r____ - , N 23°32 40 E 20.22 \ 4`J• � �r - ---- _�-- � � 14'-0" MAX STONE WALL R30 .�-� �� �� � ��o r rr r � � � � DOVE ROAD Oi�s,>Z � > » > � N 23°32 40 E 2.78 � __�_:--�-�-- F ' �- -�` � N 57°21 15 E 16.58 � Rg' C13 C17 � ,:, ' R10' \ R3'�./% o `��F :; � ,... - _ - - � � �� C1= c - -10' WATER ESM�T ~ ,� ��10�.,_ ..� �,.,. O r - � �`. �� � � ; � oa N '' ' WATER ESMT � R4.5' ,<� � ,� 91 .33 C1 1 Q� LIGHT POLE _ �� ; � � , � �� Q - � cs �_ . , g W � • � R30' _ . - * J � 5 ,tn �,.�w ��" 1 � ' 42�3 `� � � 10 -Fo�- �� � _ S _ ���� � _ _ C1 - � - - . � � > > >, � � �� 18�32 � � R8.9' � �� � \ �'�'� ���I� � m PRESERVE ' 12' � �' VICINITY MAP N 7�1 2 01 W 7.43 � � ,� PRESERVE i�EXISTING TREE ��_� _ ` � I � � R3 �fo � \ \� EXISTING � �� - - _ � ,� � I (NOT TO SCALE) DEVELOPER I , , , , -� , , , � � � L R3 1 CENTURION AMERICAN , , '' I � � R10' �� �� TREE, - ,�'� , 3 - -1 I � '° I .6� g R3' N � � ir� I ,�- � �; { I � g' r � � I , » 58 I I I I cv , R3 RETAINING 2 �- , 32• ; 1800 Valle View Lane, Suite 300 ;�` W- ` �8��4 25 � � �(TYP• U I�� I � WALL ,`�� �� Z \ � 11 � I Farmers Branch TX 75234 4'`�1_ N �1 I I N 66°27'20" W 16.08' \ '"� r� ° �r k � o �"' o , � LOT 3, , 1 � � ' � � o `� v� �L �� � � R50 � Contact: Michael Beaty o� � �� R 3' > „ , ° o W � ' �,- J`�';��y� �`,N� � � B L O C K /D► i � `I Tel: 214-287-9009 0o N S 66`27 20 E 16.08 o W L _ � p ,� , o o � ` � T , Z �R3 ��, � °�`- � 0.223 AC. -� � � o Y R3 � ° o �.,� d-- � �� � C A %40 � -�� � /6'� �� 9,719 SF � �� DRAINAGE FLUME I '¢ �( ° � � 14'-0" MAX � W � � T� ' �- ���J N F` � > `�' Horizontal Scale: 1" = 20' z � \� � R10' STONE WALL � � � a `y � 6 0.164 AC.�`�-. �N� � � o � R3 R�� . - I MOORELAND � \ LOT 1 � R3 � 8 W d- � O 7,127 SF c5� �� rn 1 R�� R3� Eng�n�or�,,, . ���vrl:,�.rt�:�nt • �,��:t�.,�:,:�, � cn - o � 6�� �` 0' 20' 40' RESTAURANT � � _� � ��;: BLOCK O \ o I � R5' �6 �' � � � RETAIL p • G� � � o � � �, N ��� 0.3�5 ac. � R3 -o � � 1 300 SF �'�� � d � ��, 1 ,900 SF � - ��n � �g��-rYP.� , o � � �1 �'�, o o � � � , `� � � � �v 13,741 SF � � R3 v� � R3 �� DENSITY: 0.18 6,�--� � � �� � `= DENSITY: 0.20 11 ° r - ,, J � oI `; � � �, 24� o �,� R�o 0 1 R5o' � � � ❑VERALL LEGEND W cn � ��� � o o p � �o, ,� � FFE-677.00 o m � , � FFE=677.00 0 � 8�3, � �° � � � X ' � � g R1' �I 3g 1 ,� �� p / � I o v � D � 0�., R3.1 ^ � o � � I o - FH-i- PROPOSED FIRE HYDRANT Q � � �� R 7 �� 1 � � I � � � � �. � � o C10�� '; � SSMH ' o ° �� � �C16 2�, � � L - c� , �� � , �, C14 / . � � -� SSMH U � � , DRAINAGE FLUME O � I ; � • R8, LIGHT POLE � o R10 TOE PROPOSED SANITARY �/ � '�:;� II �� v� , � �,�' � � � � � WALL � MANHOLE Q W Z � SALES SCREENED � , R2 O , � 0- � � DUMPSTER & R3� �, � � , BELL �� � �BOLLQRD 6' -� 43.� PROPOSED STREET LIGHT Z 7 O Q OFFICE c� TRANSFORMER � , � � � 15 SANITARY N 3 , � C15 , TOWER � / (TYp�) -P , � O � Z ` � ry R3 ,�0 P`L � Q ESMT 8 �4 �6„ R�3 �� 0 2 � / � / � R3 O � w U ` � 3300 SF j PER DESIGN �f ,�1 �1 • O R3� LIGHT POLE E 66.p � N 25°55 04 ,� � 69, � � � �,_ LaT 4X, Q w � � Z ��� 2 DENSITY: 0.24 GUIDELINES ��o � � � � , ,� � � �b o � � � � J Z � � � c� � O,, � ��� ° � , R3 R8 22.18 ,, � v �/ C2 BLCICK /D► EXISTING TREE TO REMAIN � O U Q � C�9 FFE=668.00 �ZD ,�oo �" �� � p o 9 ,4.�° , o� � , ��� 0.501 ac. (� w Q � �� `'�g, O,� � � p o � v , ,� �_, ,O , ��. R 22 R 3'�� 21,816 S F Z M � S 28°27'38" W 55.52' �b� �°� � = ° � � �hh �� � w � ti Q ��P `° -�"` � o , o � , � • EXISTING TRANSFORMER a � � . � O � N �a � , � � � �� ° �° `' °o � 38��4 06" E �v SSMH �1,� h� ' � � � �, � - r Q � .. � �� 68.1 � � <>�' ° � � 11 g, �4� R3' R3, � 0 45. PROPOSED LANDSCAPE � � J (� Y � � ���.�,. � � � � R 3 � W � �6� � � �3' �7p.3 26°28'5 ' E w� �- , � � z Q �- � , � 4 , � S 63°27'53�� W EXISTING STREET LIGHT � � �/1 J - � _ - Q VJ w H _ � � � � � _ 3 6, ° � 1 1 ° � � o � �. 1 . 6 7.17' _ - � m cn / � � ' �� � - - - _ 6' � � °`� � S 63°2 �� W I � EXISTING GAS METER Z � � W �� �� � � ° � R 3' � � � ������ � V � � - - - 6 ' o`' ' f - � ,� � � , 0 25.39 � EXISTING ELECTRIC � � � � '� C9� ° LOT 2, s° o ° , ° � -- � � � � � I� ` BLOCK A ' - - �� o , � ° SCREENED � I MANHOLE � � Q � - � OVER ' ° DUMPSTER & , �� ''� EXISTING SIGN - z °- �, 0.825 AC. � -I� H�AN�G-, �� � TRANSFORMER � -� �� � �� z � ; � 35,942 SF � �6'I - -''Y-� ° \ PER DESIGN ��v F�' W � � � � 38 UNDERGROUN 6 � o Iw 1 EXISTING FIRE HYDRANT U Q O cn `�`� 6 GUIDELINES 0 � � s � N OFFICE PARKING SPACES 6' � � � � �-� _ R3 o I �, EXISTING FIRE HYDRANT p � � �\ 7,328 SF II ��j� I� � -� U �'� EXISTING FIRE HYDRANT THESE PLANS ARE ISSUED FOR `` DENSITY: 0.20 FFE LOWER LEVEL=668.00 N v � THE PURPOSE OF PRELIMINARY �, Curve Table 24 RETAIL FFE UPPER LEVEL=G7H.00 ° EXISTING FIRE HYDRANT REVIEW AND ARE NOT INTENDED � �� �`�, ° �� � FOR CONSTRUCTION. � Curve # Length Radius Delta Chord Bearing Chord Length C8�--� , 17 320 s� � O WHEN ISSUED IN � � R8 � � FINAL FORM THEY WILL BE 0 � C1 20.86' 30.00' 39°51' N88° 28' 05"E 20.45' Rg� DENSITY: 0.48 �� SEALED, SIGNED AND DATED. � _ � r` ' C2 7.93' 30.00' 15`09' S64° 01' 55"E 7.91' � ���� � � - l, RESPONSIBLE ENGINEER: '� ' ��'� � BROWN & GAY ENGINEERS, INC. Z C3 18.19' 54.15' 19°15' S66° 05' 33"E 18.10' �`° ,�� p R72.2' � , � �' TEXAS REGISTERED ENGINEERING � S "�� R12 \ FIRM F-1046 a C4 44.51' 30.00' 85°00' S33° 57' 20"E 40.54' 42��6�3� " i� � � ` � WILLIAM R. JANNEY, P.E. � 'R' C3 � TEXAS REGISTRATION N0. 108663 ° C5 23.04' 88.00' 15`00' S16` 02' 40"W 22.97' 72'`34' \`' 2 \ JANUARY 14, 2o�s � RQ � O � �1 �' R3� �` ° \ \ � C6 53.76' 88.00' 35°00' S41` 02' 40"W 52.92' � �S ` °� �' > O R3' R3 �.,� � � ! !CAUTION ! ! �, R 54 _ � � � C7 � �, � � � � � � Contractor to Verify exact locatiun ° C7 32.13' 112.00' 16°26' S50° 19' 35"W 32.02' S �B 3� O R30' � � � � • :� �e tr, of EX�st Fa��i�t�es Pr�or t� a S � p � �� � � � � any Constructlon Activities � C8 63.43' 122.00' 29°47' S57° 00' 09"W 62.72' `32' �'�� ��� a � � � � N � �o'� � � / � \ � � N cAUTioN o � � o C9 53.22' 30.00' 101°39' N57° 16' 46"W 46.51' � � � C4 �� / � � �� N coNTACT: �-800-��i�-TEss � �� o ��� � � �� � '� � �► �8 HouRs PRioR To coNSTRucTioN � C10 56.55' 54.00' 60°00' N36° 27' 20"W 54.00' '62� �,� , , `'`� � -� o � ;�_� R14 � � _ � v � � REVISIONS M C11 47.12' 30.00' 90°00' N21° 27' 20"W 42.43' / SCREENED � n� � R15 \ , -- / � ` � � � REV N0. DATE DESCRIPTION ° � S 08°32'40" W 0.18' - � > , e , , „ , TRANSFORMER � � � , �; �� � � � C12 13.73 8.26 9516 N77° 36 04 E 12.20 � PER DESIGN C6 � NOTES: GUIDELINES L2 C5 \ \ J � � C13 9.64' 7.33' 75°19' S14` 06' 37"E 8.96' 1. ALL WESTLAKE ENTRADA INFRASTRUCTURE ASSUMED AS � \ 6� j � EXISTING FOR THIS PLAN SET � ' C14 11.52' 7.33' 90°00' N83° 14' 06"E 10.37' 2. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS R3' � � \\ � > o OTHERWISE NOTED � \ � � \ � C15 8.21' 7.33' 64°09' N6° 09' 31"E 7.79' 3. ALL EXISTING TREES ON SITE TO BE REMOVED WITH - - � \ � � INFRASTRUCTURE PLANS UNLESS OTHERWISE NOTED. � \ �\ \ � \ � C16 2.32' 2.43' 54°33' N53° 11' 30"W 2.23' \ �� � \ V � o � � � � � �� � TBM1 - °❑" Cut in median nose located N 700 feet southeast of intersection of Davis � 7 \`�\ � � � � DRAWN BY: � C17 38.90 29.33 75°59 S61` 32 21 W 36.11 Blvd. and Dove Road. Elev. 668.96 � �\ � \ \ � _ ��n WESTLAKE ENTRADA f � �� �� \ CHECKED BY: � C18 53.25' 29.33' 104°01' N28° 27' 39"W 46.23' TBM2 Cut in median nose at intersection of Davis Blvd. and Bull Way. � , , , , „ , Elev. 679.58 VO� . -------- P g • ------- \ �\ \\ \ C19 16.70 30.00 31°54 N44° 24 27 E 16.48 \ � P. R.T.C.T. � � DATE: � C20 18.28' 30.00' 34°55' N11` 00' 09"E 18.00' TBM3 - "❑" Cut in median nose at intersection of Davis Blvd. and Bear Way. � � � 0 o Elev. 683.26 " C21 31.42' 30.00' 60°00' N36° 27' 20"W 30.00' PROJECT NUMBER: � SHARED PARKING Y TBM4 - °❑" Cut in median nose located N600 feet east of intersection of Davis Blvd. Time of Day Office Retail Restaurant Theater Hotel Residential Office Total Retail Total RestaurantTotal TheaterTotal Hotel Total Residential Total Total Required Parks o C22 31.86' 54.00' 33°49' N 49° 33' 02"W 31.40' and Dove Road. Elev. 648.47 S h e e t N O. Z o 6:00 a.m.-12 noon 1.00 0.97 0.50 0.30 1.00 0.30 36 100 19 0 0 0 143 �� REQUIRED PARKING 12 noon-1:00 p.m. 0.90 1.00 0.70 0.70 0.30 0.35 36 100 19 0 0 0 146 S I T E P L A N w� DEVELOPER OWNER SURVEYOR�ENGINEER BLDG use sF ParkingRequired 1:OOp.m.-4:OOp.m. 0.97 0.9� o.co o.�0 0.45 0.30 36 Zoo 19 0 0 0 1� � Starbucks Restaurant 1900 19 z� 4:00 p.m.-6:00 p.m 0.47 0.82 0.90 0.80 0.70 0.60 36 100 19 0 0 0 117 w`; CENTURION AMERICAN MAGUIRE PARTNERS - Brown & Gay Engineers, Inc. sales�enter office 3300 11 6:00 p.m.-8:00 p.m o.o� 0.89 1.00 1.00 1.00 o.so 36 100 19 0 0 0 111 �o � = 500 West 7th St., Suite 1800, Fort Worth, TX 76102 Retail 1 Restaurant 1300 13 g;pp p,m.-12:00 midnight 0.03 0.61 1.00 1.00 1.00 1.00 36 100 19 0 0 0 82 Q Q 1800 Valley View Lane, Suite 300 SOLANA LAND L.P. � �i Framers Branch, Texas 75234 Office/Retail Office 7328 25 9 Village Circle, Suite 500 � TBPE Registration No. F-1046 Office/Retail Retail 17320 87 R e q u i r e d P a r k i n g: 1 4 6 z � Contact: Michael Beat Copyright 2015 C 3 ��o y Roanoke, Texas 76262 Total 155 o� Telephone: (214)-287-9009 Par ing Provi e : 146 mo � . —�i 4'Y .. « $a �a . i• . ,,��„ . ; �L .��a-+.-- . . ' b' ',�� �> �, I '. , . i�Y'� t - " . L � � . � .9 �1`" I .� � r��'���`. "' .v,�,r. .. : ;� '. ��� . � � f - J,A� � . l '� A. � q �°a _ � ,i7�v�� � �s � , l � � i h �,i ti' � �!" �� �i �.�dl,y ��S � �� . . . : / �r�dP. i✓. � � �;�' �,.i ;M,�'Y�� �,�y . � t�y ��� � l� � y� , . � , j��p � �� � s' �y� �( o� �. 8a � , �� ����� �� e� . .����� �/n,P ll t G'�r Rt7� �la � �i; y � �f��� .I�� . . .� ., ,. ,� +�i��f ��,I� lk'�i. �I ',�� � ��i�' �� ���� � �° , i � "Y� � :' `�°F—'" ��S j . — j� � �� . q,�. . �.F,:,,. „ . _ .� � � 11�, '� :; �`` 'r� " _ � , „ , n . 5 ,, Y���,iJ�r� ` .�. � ._ . � � --P a �, h�,� , F .ti . w �-' ' � • f � ��� ���.��-� � � -`�,� if ��° q . � � � .�., y_. ; �� _'ti'�3 r s .�( . { ,C ` ° V v, n+�" V���� ..� `'�' � �� ��i � ,. ' r . y � f§ If�,.- � Yp . .1,1 ; .. � / I / i � . ;^ . ,A � x ./. "^r-.�� '�.. y �c .._ � ' �� ( �Y�.S�.` +� ��� � . � � � ��'� 1: � � � .e'a„ � �1�.:,i �y,�'. , i�� i Nfr � � �-�r ¢ '. ' %� `1 '. Im ... � i I 1' I t�, �� �'� p _9� � � � _ '� li � ni� � .. rcrx.� � , , ,, � ���, �l ,,, � ,: 1 � * � �y u �i/ � � �� �� � � i '1 I4 k t'� F /�; . � ' � `.� ' r` � � � ; ' .� � � i�� � ����j . . � � � " ��� � � . , t1� � i��� / �:..� s'�. �h i� � 6 � � y 4 Q / � . ��� � k � � %/j/}.� ��. . V, . �� � f` � f %>//� �\ ' : �F 1 �� / �� ;�� � �I� Z� � ��1� . ., �� 1 / � ���� � �II I .�� .� � ���1� � � : ��� � � �� � ���� .i �� '� �.errt � � ' � �� . ` + � ` � � l',� � ` �-, o `� �. +� �+ x �. ,.M . .' � � I � u� % �,�� .. � a : � � ,;,�'if� � � ,. ; + ' �� �-'�t ��+ � �;�? ,� � _ �� ��, ,. �� ' ;' � '� �� �� I 'i ���� � sh � ��Ry�,�� � � °^� ���; � ' �, � � � � � � � i1 ���'�'�, Y � I a @ I�yy� t �i. � sYk�'�x�D � I � � � ' �"���"I'�e51.� .� � `y, !�, �, ' �,�. � —�'1 ' ' a� �� � �. ��^ � I �� p, t � '� � ' � � � �, � t� 4 ' 'r . . .�a� � y � , , n; �� : „ +!�_.r,. � I � �� �� ��: � _ �x���. ( � _ `-��� � � � ' — ;� � , ��:' M�-�' � I ��. �,`� , .> ` � � _ j" ���. � '� ' � � e �� � + fp' �s � ,r, ,���. , t* .�_ r �, f _ -- ` { � 1i�'. � �.'p � o r,'�`^. y � �'� i :. , :� . ,� � ��` . ��� A�A ���� i/ -e,.+ct, .n�� I - !J'ie'�'"�ft�_ �.,. . � e1 �' � `� � �� I , � ti � � �! k. —� �il � �'� d` � � �'u .- —=3��, I . 1 �� � '� � • �x �� 1, �� K. � �� , � ,�� �� �� � .�-,= - �y ��j � �q� ��� � �� �! �r \ _�_ �� �- �� � y���a�� � � ' :'��l � � �� ` �' , � 'i � M: �^ �.M . �r�. �.x�l� . � rr /, ry ' ,}i ��� V `"i . ' r. � � ����� + �LL ��i� `� � ;, i ,�� �f�i . - � � �� , •s � ��h�x,� . " � r , i , I. � � � ',�, , �y. .� • K ,��. � �,� � �� �1 Hu�licl � � ' ` ; " o !,:� r .t�,�,�� : � � p�<: �� f �� � �, t �. . �':� .a� �,, � � ti r .. �. � li�� �r.�-.z�' . r t��` � r � � � , �K � • � ���, � "�� \ , *` . .:' `� � -r ..f � i4 �yr�°�v'�':"C�� �1�r i � eY �� q-� . � ��-� e � �. �� '{ /t.�?4 �g.4- ,� � � �, ;' ����. � �j�� ��1 � .�� _�_ t "��r. �, -�; � �5 P i'�-' "� � '� J � � `� i, �^ 'Y ( I _ k � r � ' i� ► ,:rlr � I .. ...��f �'" 3' �yr� i � �1� � �A �' '� . ' i 4 , \ �/a � Li. ,j t � F f °a �' i A `� q � � � ��r�i J� �� ° � � _; �� �� >�, .� � r ' "� � � � M ,�'� .r;�' �� �<��' {� � J'� � 1 V ��'�J�,� �4�i'P'�;;;: . .. , ,.,�,� . � .a I� ��,� "1�+i e "�r� I'��' � /.r��i _ ,zn. ., �. r= �`k�- � ,p �.:_iE-.-� ��"� �) f �l/ �4. �. . �'t�c'�.._., � ��- � .� i'. I 4.. -a '�"` �:Y'tl1�657.� �'��� �1 I , � �01,+J'I1��I�.1�� � yOG �" _Y„. . ,� �4. '� . I� �r'����t��;,4. `� I/��,�I'(A' (+I r 1l �a /I ' ^ � � � � 1 / N � Ir.� . � . ��� . ��/. �I���� �� T � S T 6 � . . . � , IY , � 1 =n� r ^T. ��`� �'. �� �., � � ,�� " I � � i � . Y � � j � ��' � i m u � - r , , , �'�.,� t v+' 1�;�1 � r,l .� . �. ti ' /l� i/i i' � � �o � I � .<�+� � ��.I � . . � � .-^ ��/i� ' � �(I �r � � � ��� y � ���� S.� ��� �f�� :� �, �g � q o xr:: ���—�' � �.�'�� .� � i�c . � � f ' ,i� �� . . . v (�. / n � r; z � � y 55 /� i f � 1P� �� �� .� . .., :.n 1n.: i `�i�. -�°+ . � L ,� �I.l ,y � �l` � ,�'da d 6 � 4��, �' � --,d E a�a :� `�'°" !, >�, tZ �%�� ' �� z �� � � ��� � �� � ,��� ' . , . 4� • f 4"�.�a� . � � . OI � �y :��� j .� �C � �� .. �4a �` .. � ? " S ��/r=N � '_ \ s � .r: I t 'l'� � � �� .i�l , ,"'' �. ���� � "„a�_ •� � �c�. i . , � '� .� ' r 1 '„- .-. � l�� _ � � �� � � � � � lwl��� r� r / � il� �z . � `d�i ���•I � �i i .� a I i� - - s ..,1 ��F�+ � L t �- �� f :� I'. � � _ , �� ...f �i i�� � `^' - !�� � p� I - !� � � � � �'� � � • .. :. ' • • . �-. �� `U � LL I r � j ���� � � # � � `��� I � ' ti . , ,. � ,�-�-. .. ` , ��: X _ F1�P ; . ��f# :� n.+�� �� �� � �� �� � �# '/6 � � .a .: •, r . � Y ,. � � . 'IIuI �, i� ¢4�cL � . y � � r � ,,. ��"4 � �iQ „$.;<r� '� � � ,� ,�. r, lya� � � � tl�i. +� - , =,� � .. � '� �+I . , :» '�i. , �, ' , t ,� Up a � i � � � r ii4� ' ` u fr �� � , wRt'.A . , , � ? � 114 '-�A/a µ� .��y�� n � ! — .� i ����' , '4�=�iU� ��� '� _ , '` � ' � " '+ ��' � , " r �..,. � '�: � 66�p�yi � � ��. u�� r .w� �` �\� � � ,��J�' fl � .� � �i ^ ` -1 � I��2a� '. �i � r ' '! , i — � . �` � �' t ,�•��V�"�»✓r �' �d � �n — � 1. — � �'—�J �1 'Y+ �2—' ,r _ —Y _ 6 AS h F A ������V — � � . F A ,S � >. �.,` •' - ; g � VD , � � , �� - F � __� �����"� ; ; � � �`_ M � 93 r '< -,''�- .� 8 � �� _, y , � � ,, ��� ' �� " ` � ,\\ j � _,-` � ��; �--��. ' � � � ;-- f , � � �� �. � � I � � ' � �i� m � , �, y � � � l � ' � � � � � `� � � � � � I"I'1 x ,� ��� � � � ? � ' � = � - � , T � ,� \ \ - ` �� Z v, � � � � � � � � �� i � � � � , �� ; � ��`� , . � � � � � � r � ��_� � -, �� r ; � � ; _ � � �� ��� � � ' , �;� ' � � , p � � � � .l. � � � � D � � _�� � ' 4 ��� - � �i�� �r�� �� �� � � � �. � � ; D - . , - . � ., � m - ' � R .I�� i :�i :�. :i 't , � _ A m � ., , . . � � . f� .,�� ;, � � ��@� � � '"r ' � � �Y.�• Va� � s , �'� � ' � �' � Z��r � � �' /• ' � �� � � � � .. i; � v+t��� 7L�~, � �Far'/:!' � .� � � �� / . . Pi ,a � —..4��. ,5..: �`'` i , � � • �.."i= � � � 1' � ' — " � ��% ; � � �= � _f � �� �� � � � � P� � �\ �i. � � � �� �,� ; � � � � �,�:;,,�� y �.J6 i � .s' � ��1• � �:.' ('ll '� .. �.� � � \ ��\ 7 . . ,7 `� '- � � �` � n f b: � '" " i,, p � � � t3 �,-�� ] � iii IQ� � .. t '� (1 _ 7 % . I'. ��', . � . � � y�rJH.a �.,. � � ts�.w'<- �. ; �� ; �; ,��� �� r � �,k: ' ^ ' ` � j x�kr,� � \� �;�. r � .�� i � s; I ( � � � � \�� � � , � ! �� . � 1 � ,I ,� , < • _�� � \Y ��a���� r ( ' - ��� �?'��. �'-.# I ' '��t -� �, � � . x ��i �II �, -- �, �_ \� t '�. . . , �� w > 6�'" . ' d .� i. .� ,c �� y 1 F' �S � ���� � 1 1 ��I — ��� � � � �� � ��� ��� . ' ��� _ 1� ��y.� 1: � � �3�y" +� � , * 'p. �Y, �' � � S�t�..r i y �I �SR �'� !'y�� I � 1��' � • � t �g � �rir�,,.� .IIY . � _ � �.' � � M1: �� f�� F �m� � h � .� . y �� (� �� � '" �^� , ,��� t�-: � z � , r. � 1 "*`` 5� � � • }i ���. ` d �� � . �k � '_: . y C v ��G� ;, � e yi ` w �.. �.. � . . Y4 � 13 t. ,� , ::Yl' F�Hy . ' �i7�y � A � � � I � �, F'`'�y P �l.� � . � ��}, '�'.�� K'� � ��� � �.?:'�u� ' S ' * ~. Ni ����..� �� % �� ^ , � . ��'�, � �,�• ��p. . ��'" ' � 1i MS � ( `? �y�. _ !Y . 'i ` 7��' 'P"�° l� t P R^ p � S��` �� �. . p � __. � M `,4, I P� Y ;#7 ;$ 4 y �� 1t� �i S� ' � 1 1� 4 y� �� 4 i °�# ¢' t- C � �,1��+'i' .,\ "'y.l�� �" � � •++ �I 7 2^v�� �•� ; t �. y���((( { � � ,.�V� � 1 � . . _ J i Y� / - .. � � '. i a . �jl� � o �.o . . ,R+ , v p s . �{� � � �' � �� �9 C�i� y � � � � •..f y ,� , � r , ., + " � � ��P d,� I 1 � �� �..' � � � � � �1 ° � ��"�� .�t . �� � � �f � �_ � '"' � � , � �t�. ti�' � �� ; � � ':,� � ' �' %v i . ,o' �� : f ,,� :,. y _ r i r� � , .� 'f:L'�.�� - �1�, ��, i �- ' -.. f � I r � . •�1�+' ' - . � .. a V �' .� q ' < �f�:.: .� ti� . .' �; f��, 1�� ���' � � � � � y � , . -..�""�.. �����-, 4 i � �� ��\�� � � : ;.. �� ',�p�'..'� �i�1 �`. � �, 1 � . \\ `� _ . .—'�:.�1 - ---�. \\\ � 3 �. l. � �� � �� \ h�� A�P � � 1 . I I � �\ j — _ 1 .� � I I r '.1 .. . \� � � � \\\ �r'� r� i � . �, �� � �� � ��� . � � u � ., ,. . � � �� �:�yry �� ni � � . � �� �.'< 4'?F S � Jr � � �i ,�.]�i�'� v ;•t , �F� � �� 1 � �� �e�� � i •. ���'v�t' • , � + � �. .. . � i: ` � , '� ' � �'111 -,h�� ���' ,_ e� _� � ��\� ,� � .,ti. n �'> "� � � ,_ ' �,��-. t � �� � � � �� r ^ � ' ���"a`' � : /`_ ;� � I�� �� � , � ,. � � � � '� y� � �i 6: �:. � � kr� �� a , vr� � �_ _ ar„� g r < ,�y "� � r � �°' � �r� � �� ' -� ' ; ', � �"� � 5� � 4 ^�'� s � s�' ' � <� �` �r, `, • a� ? �° � ` �� i� G / — ��� [�,. �' � �i � �,,- �rr��, 6 g �� a ,.� ,�ti � Y � � � �, � t— = , r t�;;: a �,�1 F P ,�"+ �. �i ,, �� � ��'k � P � � > � �� '� ' i �^ � � � ���'� I �r� ' �', � '� ' ' � , � � � � � � � + .,�.p , .. P 7� � ' . .�i�.i� �� 4' � . . t : ��'f e ,) � fi s � ...���� �, i � ' • � t,��J � � , � �P -�"Q �. kc u` �'"- ' � '� � - "A � ` :l r ��» �,e G= ��r � •G \ t' ` � � ��`"a,. - f . - . � . . ,� ?,- $r� 6 ( ,; � ;7; � T�-..._�. .....E.._..� �3 �, A� A � 4� f '4 '� '. J; " � �' - -- 1 � .n x ¢ , �3„ S a ����, 6,, c� :.,, , '� . I .,... . — ' f � � �i r•� j�' � � � � '�� - :� �� I� �a ", � � '� ��. '�� � ....�-... � � � p ti � _. t ; 4 q�� �� c, �a , � �� , . � � . � � ra . ` �� y� � '` S �°T� 4 ^ ° € N � `b : p P:�..� : ,� ,. si: � ,. � � � . �a�i�,di.t � 1, � � r . ' .. �t` ; _ . ' �k`��a ' � �`n S� � � 1 � �rr P, . �� � � ,��� i. St : F � b -� � � ' �i , �f � � _ � ��'.' �•. �t� . � . . . �t -, �,�` �0.� � ��w � • � �� � � �, � � ,��� � , � ` �y� �,.9 C � � � `� = m[ '�. c� ' . ' .. . . . , ` , ¢4y ���t �Pg a i � YC �� � Pk�F� Y.' Tf�,�,j ��� _ �� 0 �� � = � k e' i �' i L1 � <",�� ` � 'v ar ��" s.� .�nu , �' � ; �' �r �, �y i� a , a��, y � � � �.� � �� � vo � . ' �, ,:: .. -�h�i..l � . � � k ��:: � �� ( � ,��`�' � t � � � ,c i .,. " 4 ' a � • w � �. . I_. - . . L . . � _ .. A��.. . . . . . .. - r� . � . �' � � p ��e ....�z s / . - � ��fr a` " �, c`f�C^ S.j ', a �t. ��� �' � � �� i�� ,�.`,tiY � � � 1=�� a� D�C' b a�: :� - � � � ' s r e�,� �{ a. / � ,� <,�( 4�,- � . , r e' A $��9 � uEr' �( � .: jYY" � � � � . �'�. ' ���$ ' S �r� b. �et. ��� �� . �. � � �� �� �.n�� ..�iroi`" � 9�� ���'�A. � �=F ,_..,` �, � n-� 1 � \ � �i � � Ip(� 1 . ] ii ' �� i J�� � � x C,'/,�\ �/.�y �/ I f ,/'�� 1. I . �y �J � / � ! (+� 1 �.�. � �� . � .. .-r.a. �� . �Mr [ � �� \b a� � � .t �y Yy' . � . .� . r .u��(�� . 1 l/ I� . �.�� � {(li .._ 4� ��� � 1.i� c} (�. � . i0 . . . � . . i Fi f" 1 'Pf/� (1]} � I , e� y[� �' t Z���iq}� , �' r� qy� E � fV � � . . . . f i .� �� �� p�� V� � AvJ Il V L �) J � . J . . . . _ � � . . . . . j� P P r � ' . l ' . /.�"'/ _ — .. . . Y � � � � . ����9� � � I � . � \ �'�� � 3 +��3 L�r . �\_ � , . �. �� I ���.., u�� �� y � � � ��4 yy��,��Y �k � RI�iII1B� � n: T \ .�, `� �a.�-�� _ t�V �"�iQ�lo�.�EL21R�� V rt �� �� . ,�y�.. +� �� ' � _ ��������, .�a,.�.� f� �.`� � __- . �r 1. 11� ��1 ,�\\ . . . �. . . .. . . �_�� ���,�z�� 4 — O • , • • � •4 � ,S B>� V a•,` • D � __ � , �� - F � __� �����"� ; ; � � �`_ M � 93 f H � ,_ � � ! � ' � ��'^�"' �,�� 8 � �_. � �. ;ej � ^' - , � � � � �-; ��- �� . �, .) s ....__\-` ` � J / �`�., \ ..�p /j �,\ " ;- � I �, � . ��� � i G!( � m � I � � � /) � i aJ s �" � � i i x �� �' �� A� � � � � � i � ,` ' � � I m � ? � . � e � ; � , m � �� � = z - � � ; r v� � '�� � ����= � r � � , �� ,i � � '`�-`- - ` � � � r � �� � � r ; � � ; _ � � � ��� � � ' , �;� ' �� ( L � � � , p � � � � � .l. .. � � � � 2 � �� 4 �• �ir� fr�,•hi�,,, \ \. � � � I � � � �i R�� ,'���� ��. �i r:i•"� ; ��� f. � rl, / . �� ' � � �� I � ��i���.� _,� . � v � � ii��y' .6�. p' w \ � �� � � � .. � � ' +�� � �L�� , '�'a.'�:� � � � � �� I P i ,} . _..4��. ,5..: �``'` i , � � ' �..:'i= � � �'� � � �1' � — ' � ��% ; � � �= � _f � �� �� � � � � P� � �\ �i. � .S:.v,_��' NATURALSTONE VENEER CLAY MISSION TILE ROOF - PREFINISHED ALUM/WOOD � WINDOW - NATURAL STONE LINTEL _� ,�- =�-T - � \ ( +'�f ,+'�J /�1 � �r �� � , NATURAL STONE TRIM f� Tower � 722'-6" BRICK SURROUND PREFINISHED ALUM/WOOD DOOR -- - - - - - - � HAND TROWELED STUCCO - - - - - - - -- - -- - -- -- - -. - - - -_ - - - -- - _ _ _ _ _ _ � _ _ _. _ CLAY MISSION TILE ROOF ' PREFINISHED ALUM/WOOD - � WINDOW � __� __���� ..______ -� . _ Roof -- �-�-r:< �-r+ } �- �` ,���Y'-� :�. �����r��rt`�'�'`r�--d.+�-. _ _ _ _ _ 707'-0" � i�+� , i:� i. i�i # �`�}.� �.�'�`1' � �� �'f'Y Y�l� fy��'Z�[�������}�+ , . � - - _ _ � � i�4 t��`��� �"' �, � ,r ^ � }� r� ' . � . .. _ . y� � �I,. . t4 . .. , " ' �"� '�i tl" � � � i�j�'� � � � , .. ..�{. � 1�Sr. T�r�r�f �i .�!µx FY yr � � �;i .. . . . . � _ � ., i -ii+t yT �fa�i�1� 1�+�1T � . ..i . ,I , �. � {-,�i--1 � � , , �r� , +,--�4„ : rrY`Y�-�• - - -- — -- -- — - -- — -- - --a- - — - � ---a-,�FY* + � r ' }t++�+t� ��}r : , , — , .'..:.'. ,..;. !�, ..:�_,,. ._t,. ......, . .:..'._:.:; . .��4 s 1-1 L 4 7N� ,����� . �4� �...._ I ''� �*�i'�Y' � �� �7- ��i.M�'t .7���r1 ka'J}-� �4.: — _ _ . .. . , .. . .. _ . . , .. _...—. . .. �tv�-� . � . . . . . . .. . �. � . . .-- - -- - — . -- - �-- -— �-- —- — �--. _ .. - _ _ _ _ _ _ _ - -- - - - - - - Level2 }� -- -- 695'-0" Y � � � � � ,� __ _,i- � �, � _ -- �-- _ _ -- - �1 � , ;_ „ — —� li. S\' `'f ,� 1 ' - . � �,� ;�. f ,_ I - �,,` j ,,t .r � , I , j,, �. ��` �� � - � ��-� �+ � i� � - � � � - � - � � �'I ,, l I'� �} f � � _I I �_� _J LJ J ��I�I � - � � �� f �, , , / ,� , :-� , , ;; � �/ 1 ,� ,I� � ,� _ � ,r ;;C , i 1l ' �--` . :. . _ . . . I ��� ,':'�F� .� '� / /i / f "��� i.:� . -.- .:: .J � � , ._ ::. .�.�. � '. , i .� � I �� � . .. _. . .� ' � , i ' ' .. F: � � I . � � � I11 � � � : , , , , , � � . ; , , ; . ; .. ;, . , i _ ;, �� : ;; � ; Level 1 � 677'-0" NORTH ELEVATION SCALE: 1/8" = 1'-0" . . r � �.+ �► ,�.`''� _ $�' ��. �'. 9' --,. � CLAY MISSION TILE ROOF NATURAL STONE VENEER HAND TROWELED STUCCO 0 PREFINISHED ALUM/W00 WINDOW CLAY MISSION TILE ROOF •r �ir}�,++�y�r ..__ �� ;� � �,, � k ;.. �. �� � ��� �� �+�+ 4��{;�f+�;�.: STONEQUOIN _ l �f� �5�,� � �{ �M 1� �.- i'�` � Y .'i"`t4 �._ L ��K-'�� -4�i��}��.-. . . . .. lr -}Y � � . � ., fY ,, , z+;}� �.µ- } `. i _ �� . .. `� ",+�'� **�; �'" ��,�� � '.�+,t� t 1" i Y� Y i 1 1 1 =i ��`i� 1.� r' Y .iy4} Y�{- �y � .}, k a{. F 'r�`�f{h` + �7 t�-fi+5-a}-f p+� , i , i-.il-N 14-�r�-i�-}4-n ��� 1,'4 N�J�4 -!f =+J,. .. '�� � �J �d4� !, F'y �w� '..+4 h h�ff�t�S{ �r+r�1-,k' '.. � ...�.a �,.,:-.�..H.. . . �. ., . . ...�. ... ... _ . ... . . ... . . . .. . . . . .. . ,�. . ,. �.� ... . .. ........ - ,�,..�w._ ,,,,...�_ . � ,�--.,� � . . .. .w. ,.. ... . . ......:. ..... I . J HAND TROWELED STUCCO ' ---�- ---- Roof � :.> Roof �}�� _ __ I _ _ _ 707'-0" � -- - __ _ - __ - _ �- _-: 707'-0" Y : � i �II li OUTLINE OF ADJACENT BUILDING �»o �o�0 00 0� _ .1��0 0000 �❑ ❑ I 1 ���0 0000 DI� a _ STONE QUOIN -- J �,�� � Level2 � I J � Level2 }� :� _ _ - - -- - - ____ - 695'-0" 695'-0" Y 1 ���- PREFINISHED ALUM/WOOD i OUTLINE OF ADJACENT BELL TOWER WINDOW � � �- � ---� --- ��.� �. , q 1 \ � . ,, i �= - �L� I _�-I , �, � . , , I ❑ - � „-_ ,� - , , I 0� � � � '�f� . — — ;. �`,r 'i�� PREFINISHED ALUM/WOOD DOOR � J �� � � � '�, � nn � � . . �. � n� , �.. :. �� � . .. � n ! a *���'4,` : � � � �� Level1 � Level1 � �' , - - _ _ _ 677'-0" . . 677'-0" 2015148 WOOD DOOR 02.05.2016 NORTHWEST ELEVATION NORTHEAST ELEVATION SCALE: 1/8" = 1'-0" SCALE: 1/8" = 1'-0" ENTRADA RETAI L CORN ER � RETAI L OFFICE ELEVATI ONS �C�% C E N T U R 1 O N A M E R 1 C A N CUSTOM WROUGHT IRON WEATHERVANE — �r; ,, �!'- CLAY MISSION TILE ROOF �,��L'fl"I�'�"1"'fY'1F-,�"�'i�. LJ � � I u � _ �. -- , . . �. _ Tower � 722'-6" � �I CLAY MISSION TILE ROOF TERRA COTTA HEADER _ _ _ _ _ _ r� _ _ _ . . . . � i �i-�{�}i 4 aY1,-�L r4��r at�i ri ri ri!�.yy !fA j+-ry i�.}}'f1 ii..,�,j�}r ..tl t1�!i F�J Fy 1�� � �i l f+��fY�1t{il�ii.fi�-+t�} NATURAL STONE VENEER ., ;_:;-;, ' -.h-;_ r r , 1 t� � - a , , r i�-�_.,�:_n , .�-�_,.,.. . . ,. ., ,._.� ,.,_„_� ,. .._..,- l {� ��� , � , � .-.,.�,_ � y„ i Y _,y'i n�.y '!t{� ii,r i ��..} ' ! i ..F.�� 1. . �4+ 1.. "�y11{7 aj�"� - -,n,�r • '�-' t`-`•-r-, a- `i` 4 Y t `� .. �. . . � JY. �t �L. . . 1r-, � �} yy�+s+4}�..�}_qi fi y 1}. i��L� .y� �{ 1 1.�. J�+{�. . . }r j.T,_il 1 f i - � : ' .4 .L .. . { .-.. . . �1Y• . :i''fi-�hl� �-�,S. di,j_ii- .. .:; .. ?,� M�'Y f+h�r�t'�N n�Y-y�, i}-Y4 �y �1 -h - -� {i�Ji-trlY- �+-'�-y�j ,1+V fi-��r-�Y- ..,, �_.l.._ 1 � .. + !�'t i1 � .. { t�iyJ � � , ,. .. . .. _.�...� f 5 51. �` , -rb-H-x S� .-:1-,i i..1.--U-. e --k-!1�!. �.��J+-G. ,! Y-r{--lC}.- -..:1.-it-� I+-H�.-.. ,1--�-..-5� S� S{r�.d4-}�s,� +4 ' '� ���-,Y, _t�„'��,�_���}r _ t;�{�I�i,_ �k+t"�+ s�,=.._.��� -�"'���� '� �.. �.:: ;iy� TERRA COTTA TRIM HAND TROWELED STUCCO ' ; i r,,,}+ .. � S"�_��+. }'�_ .. . �. } . �'�_ 1 - �" �.�t�4 � _ �� ,,,t r �+t - n s._ �-',-,. `_+'-' '` . _ -- Roof - - __ _ ._ _ _ . _ _ _ ._ _ _ _ . _ , - _-- - ---� r i I � 707'-0„ I�., � � ; L TERRA COTTA SILL � _.`� ' �l ���� �J0 �l� --� ' ❑ ❑ 0 � NATURAL STONE VENEER �O� _�� I � � � � ��� _�� ^ I 1 �I !] _ . Level 2 _Y ��_ 695'-0" PREFINISHED ALUM/W00 NATURAL STONE SILL WINDOW ,:��-� .�I—`-� ��� �� �� �0 �0 _ � �❑ �❑ ❑❑ �� �� �� -� � �� �0 0� �� �� ^� �� �❑ ❑�� CUSTOM WROUGHT IRON GRILLE I 'I I . . _ - _ Level1 � 677'-0" I \ � \ f � �� �� I ` _ �o�- �ULi'- � ���JLI��� �]' .� � � i � r � �� �� � .� , � � • � • � �'��-� .�!�=111L1L�1 �C�������� '�Cl�l�l���i�`� � .���1�iCiCiL��Cf��� ��C]L�Ca���liJ� i�� � �f�� '-�'^ j^i'�I�n�' '�� ' ���nn�l�� �,�'�'��n�'�i �nl�n�'� � � � � � � _ _ , _ � � � � � � � � � GARAGE � 667'-0" SOUTHEAST ELEVATION SCALE: 1/8" = 1'-0" .- ��++� � ���� � . $ $�► 4 HAND TROWELED STUCCO � � --,. TERRA COTTA HEADER �` PREFINISHED ALUM/WOOD �=- WINDOW � � . . . Tower � � NATURAL STONE VENEER 722'-6" CLAY MISSION TILE ROOF NATURAL STONE HEADER u PREFINISHED ALUM/WOOD � WINDOW NATURAL STONE SILL f-1 LJ ,r� f,�, -� � �� -,-��,, - - - - - - - _ � ,�- _ Ro�f -� NATURAL STONE ARCH � �y-y y{'ti,�i �,+�,Y `,� 707 - , .,...,., ... . ..... .. , . ....., ...., ... ,.,..... .... . _,.. ., ,... , ,. , . .., ..,�� ...., . �`f�} f1 i+�i�1'�a41. � ` y7- '�Y*�r *Y YT Y`tr�_... t+-�*r �-,;+r+ . ' ' � . . - , � . ,, , ., ri�i�}� �'��V+i J � y��{�' ; � ., � u �T G i i�`i '�7'i7�i�7`i'"Y��Y�f�'L77`i Y.i'�'�'7'T-[`1 Y`.f t`�?�Y�Yi Y"T i i "i Yr,i i 7`i� Y� . � r �- ii� (�-f�'���. . .. . ... . . . .. . .. . _ .. . . . . .. . . . . . . . .. . . . . . .. �.. .. _ . .. . . .. ' .. .. � ,.-.�i.-..._�_.,..�. ,..�..._ .'.-. , ��� ~ .. ,. .. ... _ _ _.,. .. . � -_.. �-;;-�,�. �.. - - - r .�._..� -�_��� .. � ��} � v �� ��w. _— __... _ ' # � � ' .. .. .. . . . . .. ..... . _ ._..__ .,. ,� i . i ! ... .. '� ��-i��f�+ ,�! 4Z�!y 1� . . ..+-4�+, - .., y�1L-ijl_�t�a5-{T': — _ ` 4 ` , _ ;!el l� . .. .. . . -- ---- _ — - - ,�,.,, _ -- - _ - ---- . - _- 695'e�0' � --�r----. __�.-_— ,,. - - � ; ._ . - �� � i [��1 Cl� � ...:�.. , J_� ;i- t o� ��- � �� -� o0 0� ao �o 0 0 0 0 ��•�� - _.�� o0 0� oo �o� ❑0 0❑ � ❑� ❑❑ �. _ __ _ _ _ _ � _ 0000 �o_�� � ,. . .. .. ., .. „ .. ., _ - - _. - _ - _ 677 0 � : ��oo ��,�- ���L�L�U ' I ' ' ������ ` `� �,. �=:r``]C�� .-- — � ���t '�. ,_ „ � �I I��nO �� � .� �� ❑co❑ �n_r � { , , , - 1T . .� 4, J - - . �: . '. � n `� r'�"- ' , : _ .�� �� �� . ,._ ❑ro❑ �n-�n !i �: �� I� ��.�� _�_ ���__ �.: � ���. � �� 1'ti I�I�;��C __ �1' ,t h ��.o� �,� C9C1C�C1Cl ; � __ � i � �n. ��„�-.� ,,�_ i -i_-� �i �.�� i� ���. ; 4.. . . , . - � C1 { � � � C1C1CC1C� ' ' ' � n�oo n,n �, r \ . u�uu o�o \ / \ / � ' ' I � � ,. ,.. � CCJC��JCI�J CJCIC�CJCCJ � ��� �� t, ������� �_����,�. ������ :. _ '�-- ��._� �: � � � -. � �C1C�C1C�C1 � � � � �nC�C1C� ' :��-, n= -� � n� r�,���-��-- -,n--�, ,������� , � - I� k � � � � . � _ � � � - � , � � �. i I f ' JI li r � � � , � -��CI �f�l 'i` � �- I^I��I � ��[�-- � ; �- �-;-,�-, ,, �-i -� , , _, ; ;� ,, , ; ������� � � �—�— - � �L�� � / � � � I I � ���� — � �� ` -- �=�� GARAGE � 667'-0" BRICK SURROUND 2015148 02.05.2016 CUSTOM WROUGHT IRON GRILLE SOUTH ELEVATION SCALE: 1/8" = 1'-0" ENTRADA RETAI L CORN ER � RETAI L OFFICE ELEVATI ONS �C�% C E N T U R 1 O N A M E R 1 C A N CLAY MISSION TILE ROOF � NATURAL STONE VENEER HAND TROWELED STUCCO NATURAL STONE LINTEL NATURAL STONE LINTEL _ _ ;.._ Roof � _ _ 707'-0„ NATURAL STONE SILL STONE QUOIN PREFINISHED ALUM/WOOD WINDOW _ . _ -_ Level2 }� __ . - - - � 695'-0" Y ��� � �� HAND TROWELED STUCCO uuu� -uu �u- � oo� oa ❑❑ � I TERRA COTTA HEADER CUSTOM WROUGHT IRON GRILLE - - -- Level1 � _ _— _ _ - - _ . 677'-0„ _ � � �-�� T�L�IL���'_ l _, � i_ � .w ��i-� ' ' �-w ��L_. ���� -� �=o� ��a��o�- ��rr -�- �-�� �LI���L� r,�r:r -r �-m !-ILJ�LJ��L I ��� �I I � !L_ G_ARAGE 667'-0" � SOUTH ELEVATION SCALE: 1/8" = 1'-0" CUSTOM WROUGHT IRON WEATHERVANE CLAY MISSION TILE ROOF �=�w=-'-� � r. �. �� . � �'�►`��•',� :., ;,_;: NATURAL STONE ARCH � • �' ,�.� �. NATURAL STONE VENEER -- " �� -- ' � --,. -� HAND TROWELED STUCCO - _ - - Tower Y 722'-6" TERRA COTTA HEADER PREFINISHED ALUM/WOOD --- __-- ------ - --- - - -- -. . . - WINDOW TERRA COTTA SILL --- NATURAL STONE VENEER - - � .. :- - __ - --- Roof � --- - -_ _ .., _ _ 707'-0„ TERRA COTfA TRIM - _' -���:�1 ti. PREFINISHED ALUM/WOOD - - WINDOW C -l�l��� C_ �^ �, _ - - --- -- - Level2 � -- - _ _ 695'-0" HAND TROWELED STUCCO .,�� CAST STONE _d.. �. � - --- - - - - - i _ _ __ _ Level1 - _ - - 677'-0" � _ ��f�:�C,� ..3� w �r_ -'i�� �'��� ,t h `� t, . � � '"�``- �•�._' �� � �� n n _ � I� GARAGE }� � � 667'-0" Y 2015148 02.05.2016 SOUTHWEST ELEVATION SCALE: 1/8" = 1'-0" ENTRADA RETAI L CORN ER � RETAI L OFFICE ELEVATI ONS �C�% C E N T U R 1 O N A M E R 1 C A N CUSTOM WROUGHT IRON WEATHERVANE CLAY MISSION TILE ROOF CLAY MISSION TILE ROOF HAND TROWELED STUCCO NATURAL STONE VENEER ,': STARBUCKS SIGNAG y. � Tower ` Tower i 129'-0" - -- -- -- . .:. :-- . . � 129'-0" . __ _ . _,:__. ,__ . _ _ _ �i., - PREFINISHED METALAWNING �` PREFINISHED ALUM/WOOD DOOR ^;'; �_''� : ;'�s _ �I ` PREFINISHED ALUM/WOOD DOOR �� � OUTDOOR FIREPLACE -` ' PREFINISHED ALUM/W00 � � � � ���,�- � �� , r �f� ' '� ��4 '� ' �v WINDOW � � � ��4 �� �,,���' �_ � r _� i i , ' �4—� � � i Roof � '� �t a; Roof TERRA COTTA SILL - ' d '�z - t : I . . -w " _ _ : - - � 123'-2" NATURAL STONE LINTEL -� T I ��. � _� � 123'-2" i �-- ,- _ 'y y _I � _� �' � � r; , �- ..�; 1.1 � -�;_ _v=._. NATURAL STONE VENEER PREFINISHED ALUM/W00 _ r �.. �. _�J l,� '� _ NATURAL STONE LINTEL ' , " _ , � , ; ,�-_7 WINDOW --F_� -r . - -,- _;:--� -:;�-.-_.�_- �_:- _ _ ", ;; `. . ._ , __ -.-. _,--r , - - PREFINISHED ALUM/WOOD ��f�� � sy�1,y o — NATURALSTONESILL _-- � _ _ � . _ _. . . - �; =,� ,;. , --- '' t�r�'� - -- ,_ _ __ , — � _, � ;�} i' �� ����:� I t r _ •� - - - _. �_ ,, .. � ��1J : � _ � _ _- � � _ , ._- —...... -- �� ,—; -� `-� ; �• u -�' - . -_- __ � � � � � I ,;�� _ =" '' � '� �� � ;� �� � �� � �`�i r� �i _.`_,�--�a_� � +' �i i-'� _ , ; .,- - � � - �, � _ J,� � — � ; � I � �� ' � �� I I. I � �� I� � � � �I _ -�i �_ . —. _ _ � _ r �—,., � _ � ; . _. il � � � � _.-.._ � _ . _. , ; , ,�� �', G°�G�a�C�� C�C���C�� _� � - ___ ; _, : � � � ; _. '� � � j� � � _ _ ,, � � � F. �� � r� �� -� �i '�� �� i I_ i� �� ��� . .. .. ., i� �. �--�i.i�� �� ,� � „� � .. - � -� � . - .. - _ _ . . � �� � -t.� r �.i ,�.i i -�, I � i �-�i .7 i� r ,.i I -�`'� �,I _ ' , ' � � .....� ... ...... -��_. .!..-, - ,._ ._.- ..: :_., , ' 1� �1 � ' _ '_ ._ _�._: _ -�"_: � Level 2 I � _.... ; . Level 2 - =� - - _ - - --_- _ _ _ - - — _ _ _- _ _ __ _ _ _ _ 111'-10" __ -_ -_., � 111'-10„ -- I—I i � =_ - ___�� � . r� � � I�4 .I I I I a slbr � �`a�`�� �� , 4� � � , , �x e I ._:__:,' .% � _ �� n � � -_� _ _ _ � ��o� »�� � a� ���� o� oa�_ _ � �� � - �oo� oao 000� �000 ��a o �;- .�,�ao ���� »� -� ��o�n o000 ���n �000 _ �� �- »oo »o� , o _�- - _�-_ �� - �� � � � � �O�a �� �00 ���� _�L,__L_evel 1 Level 1 Y 100'-0" � 100'-0" NORTHWEST ELEVATION SOUTHWEST ELEVATION SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" . . r � �.+ �► ,�.`''� _ $�' ��. �'. 9' CUSTOM WROUGHT IRON WEATHERVANE � --,. CLAY MISSION TILE ROOF ' � HAND TROWELED STUCCO � .-�„ ' TERRA COTTA HEADER ' ' ` ' � , -_ ' Tower � �, _ -�� _- � _ _- = 129'-0" k.+ PREFINISHED ALUM/WOOD WINDOW � ==�=` NATURAL STONE TRIM _ ::�y...,: _ .. � NATURAL STONE VENEER __ Roof � - STARBUCKS SIGNAGE � 123'-2" PREFINISHED ALUM/WOOD WINDOW ����� ~ L__U� .r-. _ -� ..�- - - — -- - _ -� -- i' i i �i j ' ,; ,� � ,z , � r( '� �'' � � ':1 �, _' f I '�I I' I � I I __ , ii -z`4 -� - � i � ^i i �' , �4. ,� - � �� - - _ti „ _ ,. ,. ,, ,., ,- � ,. ; ,.. ,, ,, . , . , , ,. _ _.. . _ _ - - -- - .._ _ _. _ . . _ __ � j i ii , . . . . . . . , � _ �,;�- i , � 4 t t- = i-' �+ -'i � ti -_ ,-� , _.. _ _. _ . �-y _ _ i��r. i -� ... . � I y �_ �� , �_ � � : - :'. .' , � � i i4 -�. . :� :-. � JI _4ti .�i,. . .. .. . .. i,. `I i .... __ �-; . _ .��. .: :�.. .. .:�.. _. .._ �y _ _ :�.. I i ti � !-� � �; `5 � _� {, ,. .. � � , ?-� _ - � � � - � � � � � ,, � ; , �, � . . i i i � , , , -- .ti_ . -. ti � , , _ L i ; . , . . � . , . , � ' , a t i i I I i. i i �. ..� . , �, � � . ,. . �"_r._ �� �.^'r �L_l l r...�.~r rr - Y'' ', . _r ... ..' . _ _ .-. - . _ ... . ..- __ . .�-- � � ./ . .. I I I ,... .. ., � r 5 I I � _ _ _ , .. �T= .I 5 4 . . � �.. _ . _, . . - - .,��_, . . .� . `�1' . . . .. _ .. _ .. ._ . � , i . � i i - .� _. .. _ _��� .�. .5 __ y. _S-1- .f _ _� I� � .- . I ,' .:�� n 3r_:. - . . . .. . . .. . . _ . . . . . . . .. .. ._ . . . . �. I� - ._ ._.. _'_ �'-• _-.:—_�.�-r ,� I, I �.i !� — .. . . . . i ; �—� T r1 . . , _ _._ _ ,. .:, ,. � ; ':; � 111eV 10'� � I ��U�7 p p����1 LI'iJ�� �yr � I� � � .� - . \ � �-- ,— —I kf s ' - a �7-�t�` � _P3� '�,� ,c h - �- F=�;- 0 0� , `;-_ �.`' . � —� � i 9��''�1?, . _ .. _ _ .. _-�� � �- � ��„'�+� � �� �� :;]f� \)� �l,``` . /` �� ;. � / ���"� :,;:---:�� ( ��( � �-r-^ . '�` ��,\c,. � � ���, f Level1 � 2015148 ����-��� 02.05.2016 NORTHEAST ELEVATION SCALE: 1/4" = 1'-0" ENTRADA RETAIL CORNER � STARBUCKS ELEVATIONS �C�% C E N T U R 1 O N A M E R 1 C A N Tower-T_op of Roof _}�_ Tower-To�of__Roof� 212'-0" � 212'-0" CLAY MISSION TILE ROOF __ :___. CLAY MISSION TILE ROOF ' _.r--�h-.: _ � I I� �� I �� _.:,_-a� ��—�:. : SQUARE DIAGONAL TILE 'i`- � - � � � li ! ' � ' �� I ji_ .,-i i ,'�. � � _- ��,-��� i _; , _ � � . !-� i ' i �� � _ . ;_ I. ., y _i��.:_ I i � I� I !I. :: .:� 1 h i� '.J � :i �I I �� i.. . i li I I ;:.. .:.i � , r ��l �I-�i SQUARE DIAGONAL TILE NATURAL STONE TRIM ' � -, � � � �'- � � - � � ;!; � �, � _ � � �� _����� �� ,�. '�� �� 4�' _�_ � ��__�� :_�_ �, ,__��� ,,��_ ��� ,,�. '�' �� ,.. , , � �,_ � I ' � � ,, i � - - - _. .. _.�.. �� � � - _.- �_ ._: .�T --.., _.- -,- _ _ ,:_ _ J.._ r ,_ CASTSTONETRI _ -� _ _� l- - . -�:-� -,�� - - - - _ , . _l � . CAST STONE TRIM � � � NATURAL STONE ARCH � �� THIN SET STONE —� � , NATURAL STONE LINTEL THIN SET STONE _ Tower-Bell Level _h Tower-Bell L_evel h 185'-9" � 185'-9" � SCREENED WINDOW OPENING— ___- .; _ -..._ I ( NATURAL STONE LINTEL ;i �� SCREENED WINDOW OPENIN I� f II � � _ '�� � ;i _ . NATURAL STONE ARCH '.I r� � HAND TROWELED STUCC ' �� � � � �� �.I �� NATURAL STONE TRI T NATURAL STONE TRIM III Z NATURAL STONE SILL � N � NATURAL STONE VENEER � CLAY MISSION TILE ROOF � HAND TROWELED STUCCO �J"� NATURAL STONE VENEER /V rn � � NATURAL STONE ARCH r — - NATURAL STONE ARCH Tower � — _. _ _ Tower � n 129'-0" 129'-0" t ♦ O �j"� HOLLOW METAL DOOR /V z �� rn �- - T Roof Roof ___ /� _ � 123'-2'� 123'-2"� �:: ,,_ � _ ,_� .., _ � � ' ' �' -� , ; . _- _ ;T,_ .' j ti ._I`,r— ' �. —�'—,J :.. . ,,,,F, .... . t ,,_', � r.l—�� ,� r��— �•,r ,.; _ t J—y. ..;� I'�—'�'r;'r r'._,� i`` S l � I ' .. . ... _ . . . .. . . 1� ... �'. ���. - :: — � �I{I � '�4� {. -i' #� �4- . i i 1.. . . . � ��; :,. . . .. . � ��'. . --�� - � i , i__i i i i r- 7 - � i . � I I `.--�'�2 ,6_�- J ri, _:- J �. �••' :i, � .... �_ .,-!._r� -.��'�-.-.,J �H,--�I -�-��—�, rir—•r . `I� . ... �. -i�--ir, s:.- .. .. � u � __ _ __ _ �. . : - - - -_ - - - - - - -_ -_ _ - -_ - _ - - - � � . � .. .. _ _ _ �_ _ �.. _ .. � .. _ __ _ _ � .. .. �.. _ , _ - -.; _. _.. . _ _. __ W C , , , , n � � . . . . . . . . .. . ' ., -i i - fi'1 X S � _ '- ��' � Y� .��� �'� � •_.-.�� . : .:' . .;. .� ,-.•` � . _ �. .- F Level 2 ._}ti, __ _ __ _ _ ._ __ —- _ _ _ Level 2 � I"I"I .— ' _ —. _ _ -_, - 111'-10" � 111'-10,� ^ - - -- . _.- - -_ - :ti� � rn - < , , � � � � �� ,- � � , _ � ` , O ;, � , _ ..��� �� �.,�� z � � ,. ,����� �� ���, �� , .� � ���;�� ;� � ,- �. ,����. , �,f,� � � i � � � 100'e�0" � - - f � 100'e�0" � NORTHWEST ELEVATION NORTHEAST ELEVATION SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" m c� r n m Z R -i � . A t 0 �. ; Z _ m Ir � ���� A m - - � .� � _r t.`r ��,f.. � I��� � * •n � `p p ��� � . .� �� Z ;� � �f'����.' r : � Rt 'k ,3� � ,�� 0 N � O N , �O N V1 O� A �W Tower-Top of Roof _}�_ Tower-Top of Roof 212'-0" t� 212'-0" CLAY MISSION TILE ROOF CLAY MISSION TILE ROOF SQUARE DIAGONAL TILE � i i, ,,_.I . i:,_ . � i i i i� �i i i i i��� � '�� i i :. I I I I I ' I , i ii � ii i G� i� ,� � �^� �,I �i i i r 'i SQUARE DIAGONAL TILE , i,_, _Ia r'_.:. I ii i , i � i� ; i � ii i . ; r�__�— r; ,: � -- ' ;.. __ � , �, r� � � � i j'r—�•� �Hi � � y�,�. .r �r �_ r. .,.�_ r,—:�i. � I � � �� �� i � ^ I I I I I I � � I I , I � __—i� I I _ � i i .. �I �. �� �. .::. Y ��_ � � _ ,_I I I _. .I� �. .: ' ' �. �!_. � , . CAST STONE TRIM _ ' � � ' - � �_-'„ _.� ,� _ �--"�_ �- -.- f _��.��- -�- _ _:.-�-,�.-�- -1- �- - ,_ u ' _,- ,_ _.-.j ,� �_� -1-:s':. - CAST STONE TRIM >C X X X j.: � � � NATURAL STONE ARCH --�.� � THIN SET STONE Tower-Bell Level � Tower-Bell Level 185'-9" 185'-9" NATURAL STONE LINTEL NATURAL STONE LINTEL SCREENED WINDOW OPENING �i SCREENED WINDOW OPENING THIN SET STONE � � � � � �._: CLAY MISSION TILE ROOF CLAY MISSION TILE ROOF �, � �, , ,� �� � �' �� �� � �� �, i �_._.:�-_"„'-j:i__�.L--:'_J.�__�L___:'_. -.I.�_ �.L______I'�__�I__`__":. � I � � I I � � I i � I � I I I I I � . . ,�:.�I I^I I I_ 'L�f'�__I� I I �I I� I I �I I I I I i. ,.. ___, _� _,��_ , _; HAND TROWELED STUCCO � ; � �� '� � _.:'I_ �r1' t.. � I /'�� I..� �JI_ ��_I.. �.l ' ` �7- - -- - r -r� ���'i / ! � l;i �� i I'� � �I ',� �� � NATURAL STONE TRIM NATURAL STONE ARCH / � � , � �.. � � � � 1 --�- �-��_. ' '. �� ' �; � , ; � � � �� �, � � i 'I I _�N,�I-_�..� r 4 .._ . �i. i II. .I I I I I I � I _: . ..II. -�.:_. . .... .... .. ��.. _. _, . .;.:. .:--�. ..L I � r � l y NATURAL STONE SILL � I � � � � NATURAL STONE TRIM I I I L - - rTI NATURAL STONE VENEER � Z � � ' � NATURAL STONE ARCH � � — — — — — — — — — — — — — — — — — J � - - - - - - � � NATURAL STONE VENEER I � � N � OUTLINE OF ADJACENT BUILDING rn � � � � � � � � Tower '_ - — — — - Tower � 129'-0"� 129'-0"� � O L � � � z ; rn , � � . Roof }ti _ _ . _ . - — — - . Roof � ..-: 123'-2" Y ��� 123'-2" - --� - '= ' = ��—'-� :. -, V J �� '� , _��,_ �'--rti �' rs �—_; �� ��_ �-, - 4�,j �i �i i� � � . . .. .��1�r .. � � ... . '-��,H�-'J �'�t._, '-,.-�.-r� .!�,�_'_r' �ri.�-.j�'r- � - / � � .. -_ 1 - - , ' , r V_ ."—r ti '�,_, '—� .��'_t'�--' .' �- � . _ " " .'_".-�'"i^.___ �-_x:f� i�`����_j."�.��=i':.=� ' '-_ C C� -- � (� 1 I � 1 Level2 ..}�- . -- _ ___ __. _ __ _— — -- - — - - — —Level_2__� r i _ 111'-10" Y 111'-10„ rn < � � , � . � . , ` � � � �� O \ � i .j \ / � � � � i I i � Z \ / _, / � � � � � �� � � � � � � � � � � � � � ti f . � � i � o� -- � i � � v i �. � . � •. Level1 � '� � '� � Level1 � 100'-0" 100'-0" SOUTHEAST ELEVATION SOUTHWEST ELEVATION SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" m c� r n m Z -� � . A i . e o �. ; Z _ m Ir � ���� A m - - � .� � t.`r ��,f.. � I�,+���* � _ � ` -A�� z ;� � r �- � � '� � � �f . ����.' . � Rt 'k ,3� � ,�� 0 N � O N , �O N V1 O� A �W CLAY MISSION TILE ROOF NATURAL STONE LINTEL CLAY MISSION TILE ROOF � r� r T �r � r � �� � �- r - ;__��_,':� CAST STONE WATERTABLE �� ,� ' ' ' � U � r� NATURAL STONE VENEER r � � }� � ���I CI I�� � I, I � Ii ii i � i �T i�i � I i I? �'���r�����i �;���������'�r�r � - { ��� J� � �I�� - i - -� ��������������������������������������� ��������������������������������������� NATURAL STONE VENEER PREFINISHED ALUM/WOOD NATURAL STONE ARCH PREFINISHED ALUM/W00 �1 li_j�_��i�sl__� ����;'ii I,`,� ��- i�= WINDOW -- �-? - li��-,--�1 � 1 - (n�_ wiN�ow ��i lu��,��� i� --��__ i�_= NATURAL STONE ARCH `�' ��n r-�nl s� �nL�a ��� � u� ���n __���- � �� �I �� HAND TROWELED STUCCO - _ �� I�� ��-11��[�`' �f ��--�I�if I�� ��- ��. ,I --,������ - � � - � � � �_ , �� i I -��� i I � �� -" �It_-�I' I-- � � �/ - _� - Top of Wall � __ - __ - —__ _ _- ---_ - - -- __- --- - _ _- -_ _-_ -- - - - Top of Wall� _ - �� �cJ'I I_ - 112'-0" � . i �JC��iI-,_ � 112'-0�� � � �_, �_ _ _ � � � )�-il-l�����i���i�� ll_I�,�i�� _�i�l��_1��I��= ��i_ � � I�I�J n�-LJ�_y_.��l��l `.� _i ����� � . �� , ����i'��-��1 _ _ �� ' �I��i�� I_ _i�_ �, �• � ,'� �_ ���� U� � _ � � ,'� �C_-� � � � � � , =it ������ ���' ���- - / \� � _�� �C]��C� �� C� �C� C � ' . �� � � � ���������s , �n�l�- �d 1�= � % ��� �:��1�-��1�-�C��C� i , �� ���IL�?��1�� � -�!`''---� _'�'=� � � 'l-(���! � � ,-'� ;-� ��; � I ;� ; ;�� � 1 ;�������—���r�-� / / i ��r—������__� �,--� �a�� ; � _� , �-1�2+ i-��!�0�� =u i-�i -`ii ��__��-i��_ � i l; `� ',, � �1 � I ;� � ' u��:ii�_A���i��� �u��ii ��_�i���u2���� �i_i�(�� �r��-' �=�(�(�-i�-�(� - i ' � ' ���� ��� � �' ���b�=i ���� �_����--� 0000 ����� 0 00 -�c� �������� 0000 �'=� ���-� �� �� �' ����� � ���� �— ( � �l � l� �J� J�� ���,� �, ���o� ���I���� �o�t--��r �,�c�� o,����k �����c� � � � �. �������f_I�=;-�f- ���� =����� ���� �:�� - �u�J!, ��� ���� � , i,I�����_h„��-�����' ,��K����._ �-,� ���� �� � � , � �� � , 1 i���-� I��_ ��_, l�lc;l ��y �rr��_�� �[ � � -6��_,, ��� � L�s_i�����'iI� ��-�i�_ i0I�0 � - � V. �I�� �Cf�.�❑ '���J❑� � IJ�J■��Of , � - �. � � �. � � � HAND TROWELED STUCCO � „�����,� 0000 ������ 0000 ��;��,���� � 0000 � , �_����� �-��- � �'�� � � �� ������ 0000 �� � � � , ���_� �_� �� _ �� �� 0000 0000 0000 �� � _��� �� ��J ���� 0000 �� ��I� �J -�� �7L���I� �-�,I,�Ir-,�-��o� �_ ���-- �,--,��r �. ��- CAST STONE WATERTABLE � _ _ � _ _� , _ � : _r���i � , �_- � � I Level1 � ; Level1 � 100'-0" 100'-0" EAST ELEVATION WEST ELEVATION SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" CLAY MISSION TILE ROOF NATURAL STONE ARCH NATURAL STONE LINTEL _',���� PREFINISHED ALUM/W00 �- WWDOW - � �� ��� ; � �, � � ����T�''� � �� i �� � '� � �� i i I_i i �', � I i ?"I � '�.i L i l`r �f T �_ � I V�I�I I - I�11-1 I DOOR AS SCHEDULED � � -� � i i ,� �� � �� _ . -�+� i i�- ��� �� ��� � �- �-�� � � � ��I I �� �� �I � �- ����II--1L-1�(�� �- ! ��=---I��-�-- HAND TROWELED STUCC T�`�T +,-7'� �`� `r�r�'-� � 7'� �� � T�r ����``������ ,; -�'�1 � 1.'�� �`��'r ���'���`� T�'r��;� '��'� �iI��I ��-)C(( -1�i[�II (Clf���)f_ � �I - '�'I I= I - �-'��I = CAST STONE WATERTABLE _ ��I_)�--,�-�- �� �-��-�!�r=, ,) '��i� �iC�C, -iCi�__u=1�i -iD�_ ,i NATURALSTONEVENEER � � - ��_II I� - °� �( - ���-l(_ _I� i-�-� - - - - - -_ - - -.- -�'~� � � ��� ���������������������������������� - -- - — - _ . -- - - - - - - - - - -- - - - - - - — - _ _ ._ _ - --- - —_. _ 112 -0 � _ Top of Wall _ --- " .r'�►,�` �u � II� _ � ��I� _ . , � ^�J��iu � _ -- -,�u _ � _�;,_��-- ;��Q u_ �I�C�C� � � � � . �- �-�C7�_ o___ � �(���-��� c�� �'� �'`� ��-l�U�_�-L�-C�ULI';- -iul_JLI'�- -15�I����I��L���l��( ����� ��J ��C� 'i: I _ �I'� _ c�f—I '�C_- , ��I 1Ci fJC�-`�lJi� ��)i� ��I )Ci ��JC��'�. �-��o���oL=�a�p-�r-�I�a-y,�i�(�r�-��n�?a-���nl�a ��� �_,��i( l(�o�i(�1( �IJ�!I�I �-�(��-�� lf�L��(�j ���u��i � � �1- �U � il_I i iU�` nCl-- �I 1� i ,I 1 =���i��(�U�i,i�i�-�� u�i�� i=i�� _� �CD,—,i�� p_i������ 000 0 � �uur-,���u���1o����u�,��C������o��t��o������ �J�--_�-C�-sl�[I��il�l�!- li Jl�l(�����CI��—'r'---�iCi��-,-��i��;� �i'_ ��� � � -i,� -. _ ��i i - �� �-�r-- _ � � �� �lOu �l�)�� L_lO��--�l h� �I�h �-�(-)o--��lu�-�. �� ��� � ���oCo �-�uQ� ���al�� � nl�a-��nl�� � �r�_sa-�-ul� - ��C�L���I�( ��L��U(��(��( �1��[�( ���I��� -_��L I(�j= ' f� ��� ��� �I�� � -� ❑ � iC� (I � �u� r-�u - ��U���i������fl ��I�}--`-�I��____-C"��I_�����IJ��-�-�I�(�I ��� ��� ���-�r-����i�(��u�(�� iC����1i-�C�-�[�Cu��l����-���i ���,�`��j1=1F��l�l!���uD�'�'1JI���='Uf�����(�t I��C ����i ��i i �i �� ��� i �i i�����i��i�� � � � U� �Oc� ��(�r����(-lr�,-� ��(���,-' l_)� �)�� _�r 1�- s(-I�ll��i-i�[-II�lc��r'I�- �!�ll y�q-'il b In���(�I�- �I��I��r 1��1��'I - II�I�- � 100'e�p" -J� Y SOUTH ELEVATION CLAY MISSION TILE ROOF SCALE: 1/4�� _ 'I�-O�� -�.��.:tia?� ti. NATURAL STONE LINTEL ������ �\"�i�.��� . �\\�y�i���� �������������_ PREFINISHED ALUM/W00 ` WINDOW _ _ ������������������� HAND TROWELED STUCCO NATURAL STONE ARCH - ` ������, �—���u� �-�{�JI=,1__iL ((��I�ii'_d� i�I�i� 1'--'�'�_� � �, �; - � � � _ �' ,.'-�--.�� ,- ,-,�..�+��a, �-"x <'��.: ;-��� � z ,�-'� /� �-�z ��--��-�' �--.-.. � �--�Jl��`r /G � i � i� / /; ,�, "/i i i ii% /, �, NATURAL STONE VENEER � '����� _��--�� ������ �' "���� � �� � ,or- � �7 � � /`! � ? / � �� �- -� -��-l=1 I�_ i _��-��.I� 1(- i„I , - ' � - - � , �� � JC1[ � � _�' _ 1Q0 '�_ � � ,- , ,'�'i ,, ,;j i, �'ri�r"' ,-�, �'� . . . � - - - `' - - ,a .. . . . . . . i - - i/�, - - -1� - ��������.i��i������i�i����`i�������i�`i���� . . . . . . . . . ��.,_ _ _ _ _ _ _ - -- _ _ . . Top of Wall_� __ _ - _ __ _ _ _ _ - - - - _ 112'-0�� I =� _ '; I'��(-1' � � I' i il—I II I— l—� I— - - - ;�-i-l-�- � �� --I! - �--��� ��I'�ii i-` �uU� - I'- �I '-��� ���( I I I'�`'�I���I i � � " ��1�- ;1 �I u �I��-- �If CP��I(-l��jit (���1-1(-��=--�s-�(-J( �_�r I�I-J( U��-� �u�__�� -= �� _- i�l�-=JCi�d�li-_ ��(� I - �� ����--- uti� -- � � �- . ,., ���i( I�->>=��il I� � ` �� � I����-i(_I�=-��"�i�it�U��ut I���i=u=d�1�— i� t_i ���r-i `� -�i I .i_ _-i i _��� -��� (�1_rl �� -i_i i i i�l i � �'� L � - _�� � ��=-_I �--_.[-- Ij- I I�_ � i• � ! - ll�2�)i-r-_�� _�I�i�i�_.� - ���C�- - (l�)i=i-�C��1=)�--i-�-- `I I--I = -( 1 = I�� I� I' �--��_-�1�!i��_��-- �-� �_ v� _ 1 l�--1 (r���=�I�i ��--, � _lO�-�-�f (0�-�--��(i���-� 1 ��-a�,-�l- �i_a� ��R�: :r;,� "�� s����, _�il��u i �Ci�-�u-���iCi�=-��=� ; �'��� ��inl�u-��iCil��s_i-ji_��i��� . io��,�_i-p-o(�i-i-�i iCi�,o i�inl�l�i ��iCi��_��_i �=�-���su �ir'il-�t_i��i .� : �.� ,s � _i���-�i I ,_�� ,; �� - � �U(-II �-� ,�L ,� � ����( �U" �i ,_,C� ,_�� �I� � ( ���� U( ��� ( i��_ _ u ���( �_ �� �(�- (-J( ��_UI�- U�� ( II�J���-- � �� ���_� �� �� UI . -1`-����J U'�-'-��f I=- I`�--'�-�Q 1�1',����i-_ �1�'D(_-� I�I��f-( U�����I��-'nQ 1�1f-'-�u�l-( I-.I��i� �r,��� U'��(-( I�Ir-'�I-( I�I�r'-����,(-(� I�I����� �,��'`�' ��� — I 1-----U— I� _�l � I 1--1 I� � I I --U— U-- I 1 —I I ��i__JCi,�,��I�,u,i,��P—!u,�,{�li�u=_ -j�u���S�U—ii`i,,,�_li_��U—!u,�,{�i�ii_1�����I�iOuS 1��--h��4�Ii�Ci��l�I�-JO�(�1—°-��(_I�—°=� '.� c`` . •:,, ��'�I_I(�(���i�(_I���Ci�l!�����il_I�— ���il�I����U(�1��'�i—d�1�__�Ci�l(__)i��i�i(_IC)s�i�i��1�--���(�1�1����Uf�1��'u�il_�i�����(_IU,-��—if 1�= _ �.�-_ �',_�_ �`- � �_I �--��'I I _ �JI--��_ �I I, _ �='I_� _ '-�'-1—�� ' I - �JI--��_ ��l�� � - ��I��� �'I I - '�I � - '-'I I�-- -�'�I I - �_,I_ ��,��f��)�i�i j(-_l��i�i"l�--�ni�i ���, = (l !i-i`�, ��l_,�i � �i��� = �ni'��'I_,��r�-'� -����i�1 �l]i-i f = �l�Ci�� �1 )�-'i L�l�i-��j���C i ri . JCi�!-�_ O��s-i_i in��u_ �i rJ_i�O�=fa �i�i���u-i �� i �i iO���o_� O�s��J-�i � iO��a-i U��a ���i��i�_��-i_�- Ci��a_�i O�s;-i-�i- ����u�-'�u�' ����!_�`�= �! ��'�, ���C�� �-!������-�'--��� ����u��!-��'���'������ �-�o������--�-� � �'i i i O- i� i i i i i i Ci� i�� �i�_ � -=1'�,O I-J-��-1�--� I-- I',�-'--�,(� I��=-'��(- -1���1' 1-=1��1�f I-P�I�I'�=-'--�,(� I��=-'��(� U���(I I, I��I I - Il���l-f I�l'��Q I - P��� I '—��- �����_� �_��,��—�=���-�—� �_��__ ������-1=,—,���—�=�—�����—�� �=���� �_��������—I--,-,�_��������—�=,���t���i�i�=—��__ � _��_�s�� ����� ���� � �����_.� �s � ��� �_�� ���u_ � ��� ����_ �,s � �_�s� �_��_ �;�ij�(�i_ -�,-��-il_I�_- -��<<�if_I=���U�� `_iCl���ul_I����i�t I��<<-if_P-��i�ti�IJ�_ -��,_._I�if 1�—!'�!uCl�=��--+i�d_I!-" ����U[I������i���--i��q-i(J�- �_�I� -'I I - ��I l ��'I I ' 'I _� ' I__� � I '-'I 1 �-'I I - '--9 I �-�� I �_�I`-� �'I I ��� i- ��� ����l�I_)��-1�_.-�I���� �}_ (1�)���-�i��J,J�- ��I��l_)���-�i i- i i- - ��_�- - -i i- --1��- l��- �- �-- �?'- - -�� � i n n i u , � �� � � ii� ' - i- � ,- ' �_ �_ i �����)r i i �- (Ui;i�"� �(�i=y �- = �(�lC 1 � ,i � I - -,1=r_i��'��{-) = �(_�1��� - �Ui=1 � ��)i-1"� ��li i —i- u —u � , - � � � � � � � 2015148 02.052016 -- - 100'��0° � NORTH ELEVATION SCALE: 1/4" = 1'-0" ENTRADA RETAI L CORN ER � RETAI L ON E ELEVATIONS ��% C�NTl.YR10N AMERIC.4N� NOTE: These architectural drawings have been prepared for architectural design only.Civil,structural,mechanical,and other related engineering design and specifications are the responsiblity of the respective engineers.Compliance to these drawings will be the responsiblity of the general contractor.All measurments shall be verified by the contractors doing the respective work. COPYRIGHT 2015 �\ These drawings,as instruments of service,are the 4 � exclusive property of the architect and are not to be used in � � A300� ;��' whole or part without his express written permission. - - ;� Ceilin Plate Line 3 Unauthorized use of these drawings will subject the user to ; � ;_ _ I I _ � CLAY TILE - j 9 17� 0�� �� legal remedy being sought by the architect. � � ' ROOF - - ��_ � �I ` I � � - A / T � _ � � �i�i --i� -i �� �_ i �; - I ����� - �-1c ���� ��-�� � � �� ��- Ceiling Plate Line 2 � � INFORMATIONAL NOTES -- �I-=�� �� -�-� � --- - - _ �i��i��-. �i -i��� - - �� ' -- 16' - 0" V -�''����; �I—_ _ - ���_{� �I_ ,:_ � �, �_ _ � - �o =����_� '��_ , x . � , � , Qo���a � a � u_� � � ��, � �- -�, � �, ii�I��j�- �I��-����OOU��-JO�J I� r i �.Y-I � � �I- � I �,r I 1�- � �'j�41 r, �, �1 �0�10CJ�1� 1 � - - i 1-�-�� I� I� I - I I_ �;� I--{— C-1 I I--� �C� U�--D�- � , - ���--��-���1 __�-�c ,�� - --- - - -_ . _� �-� �� � �- � �= f = � � � oC� )� �����o� � -.= � � � - -- -- - - -_._,r- - _ _ � � i ii � I I �� �,� ��r i�--�����i _ ;� - i -u� i i'�i—i-r-u -r - i -.�-i���- �� �,� I I � I i i i � � (� '_ J _ (����- -_ �� ��` �_� l.. - - - �' - �� _i � � '� i I � � 1-=�0(-��I- - 1� -���O��I I i ll I�_]�J��i__II ��� � �;,, _ , �� r.f � - - - � 1�0�- Ceiling Plate Line 1 STONE -�i -I� �� -� � � � �u- � ���_ � � � I�_ � �� - U � yy� -� � �O� - O�� � _ ������_ - - - _ _- - � —l���'�' ��'---- ' s�- - _ _ _ x �� �i��- � I � _ _�(-1 �� ��I � ,: ---,(- �� � �_,- ' � �- _ -' �- _ _� - , __- _ _ _ __� ��- STONE QUOINS � ��-��,r �c' -- - -I .I� �� il loi� �- � i � -� ii � �_� _ - _i �i�i i � - i -� i_ � HeaCI@r �i�'�-���i =- - T- - - - i- -i ��__ � � �� Cn I � -- -1( I - - � i � o> - (�I �. �II �I n � I___ I� 4= f � - ��-I! -1 I' � u � V -- - o�� I��- - � =1���I - - - �� _ � C -'- C __ '� � _- - ����,,� I �� - =u--� - i ir--� - r--� - � , / � -i-- -i-� ��- � - - --i—� � � I - �- � �C i � �- � � �u�-� �� � ���� _ J _ - - - -� '_r-�o� _a�'� =-_- 9'-8" HDR. ';J _I= 9'-8" HDR. �� _ - _ � �'Y�� I - - _- � . � �_ � �---� ' L _ -' - � �U� _ _ U� _ ��-:1 '_ �I - _ ��� �- � � � � �n--� _ ' - - a000 = - _ �-� - � � 7'-6" HDR. - - 7I '/-6" HDR. i I�I �- - lo-Sll���- ����� �I '�I�-- I I��� � _� I��� =I, - � I� - � _ - -- -- : - _ � -_ _ iC�- i i - i r - u - i u-� - i i��� r � - r �i - ���� � �� I�- � C� [_�_- � -_�, , __ '� - C� ( I o 0 0 0 _,_l�!VJC� CJi`�.. � _ l�i� i - I � ���-���_� u J� i;- - _, J, _` - - i-' �� � "-i_ __ i � - �r = DpL__JOC��O��__ I I _JI�f--I f� f i_i, 11 I I i 1 I il � _I � � - � ii i�_ �pO�OOQi�C � r�I�i � - -- - � -�� __ - � - -� � ��- � - . CI _ CI = _ �� - - -I - -� � �_ �� �� - _ ._ - a - - -�� � � �'- '= � - � � - ,= ; � � � �� � �� �—���_ . __ _ __ � -_ o 0 0 : � � � �- � � � � �: � � � � � �I � �I � � _ - - i i � � �i�� � , �, - � _ - , '�� I , �� - ' -� �; -- _ 'I - � _ - � Finish�Floo�r : - - - - - - _ - � �� , q , � � s � - � , � 4 (� EXTERIOR ELEVATION - WEST A300 � �l 114�� _ ��_0�� 1 STUCCO AND METAL FAUX � 1 CHIMNEY CAP WITH � 1 A301/ SCREENING MATERIAL A30 _��=_:_ ' 10 1/4" 1 �-v�= __�_� - _y�� ,� - =_�� - -� - - L �- T Ceiling Plate Line 4 � -- -1--�- , , , , , �� , � _ � -� 22� ��� �J ;;� ',� , , ,, I��,- ��J��^� f ,� � ,-1 1 I � ,�- � T � � � } -1 , � -1,-1�- -1,;' -' --�I- �-', ,i_,., �,�l r, ' ' i I � T�� r ' = r-�,'�T�,- _ - - -- - - _ ,, , �� -r�" !a-' �,- - I ��= i' �� i �� ,�/%'�� 7� �� - �� = �_ -- - _� = � - � �� -r - _i I -��_ -� � � �� � - �-� " �� � � I �_-1 .. _.0 . `- I - -.�-.- _ � - � _. i i - .-� i _ / 4_ � i.� - I - - I i = � :i ,� CLAY TILE � ,�,=I, �,1- „ - _ - - - - ;- Ceiling Plate Line 3� _ �; � � -_ ROOF � ' ' � �i ' - _ �7� - � FY � � i i � � i'- ' i i i _-� �- ' � '- ��� i ' I i � =- ����- i-i �- ' -- � �i � r � , , �,� �, � ,1�_ i u i i� i - � !.� �� — ' - � � � , � � � I � �� I ' i ' - i-J �� -- '-ii � � I � � � � -- � �� ����� �I �� I -� - � � - -- � -� il�i� - � - i�� ��1�- . - -_ �I - i. - i � _- _ - , � - � �' - �-_ . i .i_� '�� � ` - i�� - - � - �- -� . . r � - . .� � - �_ .- ..' . _ - - - � - � � i � - ', ' ! Ceilin(J Plate Lin 2 7_ L,- i � � _ _il. _ _il. . - � _ _ _ � � � __�.. � I���- (_ . �i - � �J -:-- � - .- - -. - ' -� _ . - - - -- �I I� =I . �I-'j- I�.— I . � = . � .� i �i �n il �i _i li u i u i _ �� � I � �II 1� I �C �I� I 1 I_, I li j _ �� -- - - - -- -� - �- - -� - - �- - - -� - - - - - - -- -- - - - - - -_ - - - � - � - - � - ��, - -- _ � - _�, i - -- =1 �i _ - ! - 1 i-�-- - - -�� � - - - - _ - - � -- - �I i °---�I,_,� __= i� i �'j � =� -- � - -�r=1i �� _` _' i - _� -�� i i i ��i- �i � -_ =i� � - _ _�- � -- i -- - -- - _ -�i==i� � - - =_ � �I�J IJ��J ,l ._� �� f i•-i u i�i �i�Ci� ii��ii i i�i -- _ �` _� __.'_ - � � - ---� ��� _--- � � �- -„ _- ��: -- � - _ -�-� _ - _ -- I � - -��f�II IOI�f r,f l.- =L r-i i �� � LJ i I-1� i I �' _ _ � _'�, � � ��_� � �- '- � _I _ � - I� - i� - - s� ; -a��l ➢ - ��� - �� _ �u� •�r-�C �� , -;� ;- ��-_ � �i -' � ' ---' �'�-:- -i __i ���� - � -- � _- _ - -_ -I ''-- _� �( i.�-- � i_ �� -� i��� -�-'i _ _ . �,. -��� _ ��� � I - �I _ -�! . _, �, � i, � -II _ �� -� � � . ��� -� ' _- - � (�i�� - � -J -��� _ - � _ � �I - - ��__���'��� `i --� - - - -�� ��- - --� - � - - - - ---�� --� -- - - - - - - - - - - - - � - -,; �n---i - - _ --=i � --r u u -- ,�, _ ir�---i ii - _- - -�� i i� ---i� - i-_ __ri i� - � � i J -�' -� - -' � - � _ - -" � ''�I i �i �i _ �i i�� i �i I - �� -'I -` - �i -I - I� � . -- � ` � - - � � , _� - - - - - -� �-.r�_�� -,�'i- -- - ��i - T r r T r '- r`�r-�-� �r-r�'- �Hr-T'- �'r -�r T�'r '"r- -�-� -'�---� - � -_ - . - . � - �I - - � � � - ti �� vi � � � � �--r' � - - r T� i i I - -- � �=, �� r r , � - , -� � r� - ,,� �- ' � - ,� � r'�' r! � � �. �. �i = _ - , , �- ' - � ,� ,, — ; i ��� j !� �' l/,,. i .. L s�,� l� ,. �.� .� / !� ,' . ,l' l� iI �-,i Lr, � � �J/���i �j��-/ r� I � J� �, - _ � _ti . � ,, � � /� � � � / „ _ T, 7 � � , �� - � � T � � , -,�� y h � � � ��T; 7 r �I _., -, � r-; � ,�. i L , ��� �� � � _ � =, - �`,, Ceilin Plate Line 1 � - _ _ � i i �� � � --- �� -� --- � - -�-�� -� -��-� -� � �� -� -� , -�� � � � - _ � -- __ __. _, - ,i _�� - - _ ��� ��� . _--- - � --� � � � _ � -_',i��i �,� �i �_� - - C - __�I - _ � � � �� STONE QUOWS �i _�: � � _ � _ � � _ �i ',i �j � � � , --� ,- - _ _ _ �- -- - - � ��r � � �� �� '�r - �� �� �r �- ,( � _ d, Jr- � _ � � _ _ � _ __ _ ._ _ I_, I_ - -_; - -� --- o� _ -_---� _ � �� - - , Header . _ : - - `_ _ I � _. _ -I-_ -� �-,---'� -- � - - - - - - - - - - - - -' � � _ _ � �� i iui -i _ioi- ii � ,i _ii _�- � STONE -�� =� ����,r T���__�� ��-� ,- ��_ � , �- �� � �_-- . ��,_,_ _ - ��_�r - --�-_ �� � � _ � -- - - ' - � ' - - ' ' _ _ ' _ �_- - --_ - -_ � --_ --- „_ ' - - __ - - -; �_- - - _ ;- - - 7' 6 � r � �l I-1� �U���I�� . - _�� - � , --�- —� _�I � !�CI� �I_ '�' - , �I !� � _�D�-� — -�- - LLI _ -J�I-_1C-���ly��l - ,� � ��I - �i_ � �i. - � _ _ �C,�_ � �— �� � _ _ —1 � _ - _ _ � '-_ A - :_�; — _ �___�- i l��� i=�,- � -_ _ � -=� , � -,� � V _���-- i,-�I i n i 0��� _�i i --r il- �- _ �� � _ �-� �— i - i �-i ��_ i { - � _ --�I, _i����Ii _i� �-�, I r- ���:��---,- D '� D I - - g � � - Ig i , � _- � � y =- , q � � ��_ _ : ��_- ���- , -:�(��u__ ���-��i� ��__ i �_��- ��.��- _� �� _I� � � i� � - -- - ' - - JI I-� �,_ �-lu- II_�_ Il-ri - I , ;_I -�_-. - �u�: _I _ �ol -!I � n / ,'I i u��- ' � ,�---'=���� -�������---''��_-_������'-- � , - i� - -' �-- -���-�. _ -. '- '-. 9 -0 HDR. - -_, �o���- - � �� � ' - -� � i�= - �-_- _-� �-_ _ �-- - '._-_ .- � �� = - - - _ -� '_- - -� �-- ' - _ � - - ` ' _ -, �� � �� _, �_ ��--,I-_ ,� � _��-�-�_-� _ 7 -6 HDR. ' - 7'-6" HDR. -II _ I 9'-0" HDR.' �����_-9'-0" HDR.- -�I ,-_ � _�_ �n _ - , i- i ' I i - qr_-�i - i> _li - - il�i -��_-Y=4._ - - - _ - - - - - �� - ii - � -)i - - il - _- i - - - q - r - -i��ji - i , , --' �-__�I � (,- � � _; - � � � � � � - � � �-� _ � ���- - , _ , � � '"L-C�-������ �i��---�i����L-�-- - - - � -,I--i _ i - � -�� � - I ' �-I �� � - �, -- _' __ _ _-_ - _- �, - - - -- - - _;, =C- , - - � 7�-�..I� - �JC f-ir-���J�. UJCi � I� P..�. �-_r _ _� _ �i" _- r �- _� .- i � ..i. _ _� _ i . ._.� --=1 'i�.li �r _ - i - _ Ii-��I.li._-- - _ ii ` � - I O - ^_ _ _I � _ ' � - - I, _ __I�I�i`- _I - , li-J i� `- - r_�i I�i r, 1 �-����O���Or--��OC�����I���C_ � I I� � �'� 1�� - i��-i�I�r�=--�I�'��= �_ - i- I-,liil !1��1f II��1f-I��OI�I�-IO�i—JOCl��O��JI_= J_ - - '-� _il - V- - --- _II _C!i_-I - `. i'i-il --IOf-11-�01 II-�i il-ll - ��Ji-ll __ _i=il-,�-- i,"-" I i - �01- � - I � ii_i u,i � �i���-u-r:-r -�i�i-,v p-�i �--�i� -'��i f r ,-� i �i i _ i _ � -�- �� - - , , - - - - - _ _ -1 I=_ i . - . i i � -u�i ii i�, u_ 7_�"�i -ii�i' � i-,i" r-!i_- i - r i u i---' i -- � - , i_=__--_ � _- - I = -I - -_= I -- - - --- i--= -- - I _ i _ - - � -- i i i _ � ��- _- _ _.-i - �� il-' I i � - i- - _ � I' i = - -I - _. - - - - - � i - - -,--�� _ . .. ... - --' .. .. . . . . . . , J 4.... _.. _ ._ . . .. . .. _ ., .'. �_� . ._ � -- __: . -' -- . . . _`,- _�� . . '��- .': -._ - _ .� - --i` l� � . _... � .. _ .I _ - - I I.. _. _._�. .-_. . I - � } I -' II - - I - I - I - - I - - - I -- - I - - � - � � -I -- I - - - - I -- -I I -- i - I -� - -- i I - d ( _ i l� - I I W 1�/ -� - _ _ - � � - - - - -- _ , _ Finish Floor � � � - - - - - � �� � _ _ _ _ ,-_ _ o - � J � � , �� � � , W � � (� M �// � � �"i ar � � \ � � � � ' 1 \ � -� EXTERIOR ELEVATION - NORTH o A301 A300 1 2 114�� � �� ��� � � r - � I--�I �j � � � o � X jM Z "' � � � � W W ' W Q do � � Ax 1 � � 3a Q � � J � 2 STUCCO AND METAL FAUX � ❑ � A300� CHIMNEY CAP WITH � � � � SCREENING MATERIAL � pJp � =�� � 10 1/4" � C� � �� �� � � � - - -_�� -� � � � Q _ �� � p -' ��- �� � �� ilin Plate Line 4 I I � 22� - ��� � � � Project No: 1503 �,> �� �� I \ \� � \ � \� " \\ \ \`, \ � \� \, ' \ \� \ ' \ � � \ \' \ " ��� \ 1 i �, a ����, � � �� � U � v. �: �� �J� v ' ,� . �' � u-��� �' � �' �' 'i�_�_ I - � _ _ Revision I - � - � - - i �I���� _�i- � � � � � �� `- � � � �- - -' u -�� �' � No. Revision Rev Date I '�� I� I _ ' ,_ _ � � � � � �-�- � �� � / � - - - r � �� r i, �� ��-`F', < �_ _ - ;,_ _ � �� ; �_ - 1 EXTERIOR ELEVATIONS 02/04/2016 -I -- • c�av Ti�E � �;� � �, '�`�� _ �� ����� ;� � �_�� _� � ��� � _ '� l._ , - _ � Ceilin Plate Line 3 \ �� � � `� ' '� ' � - � 17' - p�� ROOF _r,� '-�-_ '- - _ � - � -� T i i I ' i - � - - - � ��i -���, ���- , � - -i �, _ "� - __ ��i � - �� � �u� � � �� � � � _ ��-=�� ��-_, ��__ �� _ - �, � - -'r 1 �I i� - V —� V ,-����_�� _ ' i,� C@I�Ing Plat@ �In@� T '` ��I�— '� I --� _ � �� -i �;_ - i i i_i � i� 16� ��� � ��, � _ ��_ � , _ i � � i il� i u i ii r - u� i� �i = I --i�� i - -- - � i I_ - � � - �- - - - - - � 11= - _ - - - - ' - - - - - ��i� - �--- -- -- �� - -- _ � �� - -- ----- -- _--- _---- -- � � - .i-i� -._ .. ... - - -. _.�l _.i'.=�i�f__ I --ii-�� ��-- �il-I�� �-- --�.i-��l�i�-., __=.- __: - _, � _ __ _ _ �- ,� _ __� - ' ' -� ' -q � -I ' �_-- � _ - I� , i_ � -� i� _ �� _ �, � , , �i_ ;` i i i ��- _, i � i���i -u i_ � \ --- __ - _ -- - - _ -._ _--. - - _ -- ''- -' _ _ - - li I_ i - I � - - i - - , ii � I -� - q -� - i - i - � - -� - I -� - - i - i -i - - � � � - _ -- , - - I�I I( �� �� I ��u� I - - ��- � � � - - ' � � �I � - � � _ =� �,� ,. � � _ �-- -!_�� \ `�. ��� � �� � ' �� - . -� ���_�I_ , _� -�- -�� - - : � I - - � - - - - - �����, � - � � � � � � �-.; -_�.,:-y�� ��_.:��y �..,_,._,-.. ��-�'y-,�-� _ - ��. .�-- -�� - - � � � - - -�� - �4 . � - ��� �� - ���� ��`- - �� � - - _ � � , I i . � , � r�-r� - � � � i i � � � �i i �� � � � �� � � � � �_ �1 � �� � � �� - - - I � i T- � � �_, _ r -� , � � � � � � � � � � � � � � � i i �,-T i i� � r� � �� ��� i i i i � ���A - � ���T ���� I „ �I! � I �� �I ��' i �,r ' i �i li���'i � i ir � � -i -�y t4-��-y; -�!- -��- ,-���� ���� -,�-�`;-r~,�-r�,-�;-j������f�,l��,u �,�u �� �� � - - , , , „ '� ;�u . '-y-�'-�'-� � - 1 � � � � � � � �� � � Ceiling Plate Line �ED q _ �, _� �� � � � � � � �� - ---� � � � _ �� � 10' - 0" � '���s��'y - I�I - -- - -- - --- - - - - i �_ _ - `� ��N ��t� ii - I � -�� i _� -- i _ __ �_ _� �- 1 � _ l- ��- ' �-- i _i_ � � ��� r' � � � �� �� ��� _ - 1 �- I 1 -- ��a - - - � - - - � - ' - - - _ ' - - - _ ' --- - I- - ' - _ - -- ._ _ - ' - - - - _ STONE QUOINS i i, I i ! � ! �_ C � -1 -! _- i � I I _i _ �_ I _� -- - - - I — - --- - - _ _ , _ Header � � - . = - - -- I I _ _ - - - i� ,i�_ ii iu�� io i �� _i. _ _ _r - __. \ � ao STONE --- ° � ��_ �_���I= '� �-_-� I=� - -- - - - �, _ - i iC"� 1f_-- -_�-1 ��_ - iL" - __'- -' - - � n � �3 V C �3 ( - � _ _ _ _ - _ _ _ -:y ��: ��i_- �--��-�� _ � J-�� _� ,I�� _ _� �l-i _ _��_- , - _ � �. _ -�I ,����-�� � _�� �I = I -_ - - J ,. 7 - 6 � �a _ , _ - � �— � - , �- ��- � - u_ - -� - ' -,. -_ _ _ � - _ - -- � - - -- v - i� - _ i -�� _ - _ � - � � - _ ��� _ , � � - - ;-- - � -i� --'_ �I - � I ��I -II i � �����_'��,�,1-�1 _- i i I � 1 A_ � 670� Q,� -I ^__-__ I ,. - -''- I -I = - - -- - -_ - _ I _ �'q��� �` �- -- ��, � �-_ �-u= ' _ � � �- B i �—fIi I i B Ir �i- ` - u = � - - J - �` _i_- _-_ ' i-_� _�-i�i� �i_� , �� -= I--_ �; ' C _ �Ul-I _�- �Cl�-- -� �I _ - �, - - � _ �- - ---- - - � -_ � ' - - - _ - - - - , � :,—� - - _ � - - F �G __�� - ��— ,-- ,> � ,_ - � - --— , „ - i _ li ;i - _ i i ��_i I �i- �� � � _ , - - - -- '� , ��, , � ,� �� . p � � ��- n-' :� - _ �-' i II-J _U� I u_ i-�I�u_ I I 1 II-I I I I� - - ' - - - -- - -- - - - _ � _ �- _ 9'-0" HDR. - � ' =9'-0" HDR.- _� .l!= 9 0 H R. ;� - - - =-1 2016-02-04 _ - �� �-- ;'- I �-- _ "- - � ' � - _- - LL�-Jr i Ir-�-i � - - _ i � i �_� , _i-_ -_ � I ,- - --il _ _ �il - - -'�I '- -- � � I�ii _ i i i -i i i i � -':-- � - _ � � _ � - � -�� - - - � - - - - II � ii - � � �������__� � !�= �=�� � =' � - � �� �_-'� � � '---� ' �� 7'-6" HDR. _ 7'-6" HDR. - �_ _ -_I - _ -.1 -�� i - -J___ r,-� , - - - �, ri-��,o'���i- � �_� ti� I ���;---'����1- - �� '�_,'� _i��� II�-�i - ,I�---',i__ - - - � �� � _ _ �- ,,�,�� - - - . �. i� �-- � - l_.li 'i _ . �:_..� - L-J�-1(—��,��= O - C I i _-,: . _ .. - . -. .. il -'�I_��y C.J��I I—JL-1f�O0�- IL �.7�- _ -._ . - ,� - � .. � - --�-_I I _ _._�����- I -�I�JUU� -�J�(��� �. II ��,� ---�I�' ,� � � -.I__ . -.i'-- II JC�I(�UUI�I��I—IOi� �U�i�-_= �- �.. - � � --'-- .. � Project Issue Date: 2015-12-23 7__ LCl OC� OC_ _ `I ��f - ❑� ❑ �--�_ _ -� II --i- _ I - 11--II - IiJI-"�f-�i �(��- �� I�-�1-11�n --I , --'-il- - iii-- i -u: " 1�J��� n�O�QC�` 1( IY I i -i i _ - , i i. _ � Oi'��Cif������ -u-i "--`_ - - - --�.� -1__� ��,-�.. I'.!il ���� �__�����'-- -_� �� �-- I -1 - - - ---1 ��i. -_.---�'� �- - -- --- . i. i ' i _ i u- -��1�� . i�- I .-,I�,I -"- - �. _ - I ..- - i- I - � If� _.. ! ;_- I I.:-.,Jrl��. . - � ._ .. . __Jr��lf ��� i�. i _;.. . . i _ . i _ . . .. I _ i_ . .r_ . .. lo� �- - _ - - �_' i. - ��- - .il _ - - __i - - -. �, -�. �- - - - _ , _ -- - - � - - - _.- - - I _ _Ir - =���i i - _ _ _ il _ _ u _ I -i_ _ I _ I n� I �I _ - - � � - I II _ I = I - FIIIISh FI001' � EXTERIOR ELEVATIONS _ _ - - - - u � _ -I - - - _ - - _ - _ - _ - - O� O�� � Sheet Issue: � HOSE CONNECTION 2016-02-04 � Drawn By: Sheet No: A3oo i � EXTERIOR ELEVATION - NORTHEAST ' �- 114" = 1'-0" � Checked By: NOTE: These architectural drawings have been prepared for architectural design only.Civil,structural,mechanical,and other related engineering design and specifications are the responsiblity of the respective engineers.Compliance to these drawings will be the responsiblity of the general contractor.All measurments shall be verified by the contractors doing the respective work. COPYRIGHT 2015 These drawings,as instruments of service,are the �� 1 exclusive property of the architect and are not to be used in � ' whole or part without his express written permission. STUCCO AND METAL FAUX Unauthorized use of these drawings will subject the user to CHIMNEY CAP WITH � legal remedy being sought by the architect. SCREENING MATERIAL CLAY TI E ROOF ' � `� 101/4" --- - � � INFORMATIONAL NOTES _ =�-- �-- _ __ _ -- -- _ _ C iling Plate Line_ 4 t�, -- 22' - 0" u _.� - ,�- - 4 -��� V` � �� \ � � 1 . � - T- - � - - A300 � � ;-� - _ � - - �-- - i�- - -i � - , � i �_��f'I ���� ��, � � � � ��� �' �' - - _ - - - - -- ' ' -i�� _-� _ �� � �,�i- � -� _-- - � - � � �� -� � ' - � � � ���� ���,�, '� � � � Ceiling Plate Line 3 , _ _ - � � '� �` � � J � 17' 0" � �, ; - � , _� � ' , � �, � �-� = - _ _ _ ,� �� �_ �� - - -- ,�-- ' - - - -- - - - - -- - - ` _ ������- �i � `- _� 6� � - � � - - - - - - - - - - -- ��- ` - - - - � � , _ ��i � �r ,_ � G - G- - �G �/ i I -i� I� Ci I _ O�i J JI i� II�i i i., - =l J� � �- I � r I II - - � - ' - _ __ �'� ' --� -.� _�� -� �=� �- _�_ - - - - - - - - � ' 19'-6" HDR. � 19'-6" HDR 19'-6" HDR.� Cel�ing P�at@ �Ine 2 _-�L- ° _ '_ �u � � i -,i, �i��a��� ; --- ;� � � -" ''- �� —�� ;i I 16� �,� � _ , � i - � � ��p � � � , � - �� --' � � � �_ _����I--r-�� �i i����i � �- � r i � , , , �- - �i - - -, ' 'i- ', _ �a{ �;��� - _;_- _-_ �____,���{� ,,.- �- - - - -�-�_-_4-�-� � _ l I - - - - - - - � -- =�i- _. _ _ __ __,�_ --- _,_ � �- � -1 - o�- Ii-��-, i--=,: , , i��- IOi�_ Ii���, , , r T r ; , `� _, ��__ _- _ �- - - -- - --- - -- --- -- - -- _ � �� - ��--- - ( I� �� � ��. _ .- f I i u i i i I i i i O U , �i__ i _ �i -i � u i-r--i.- i i i -_�O��IUi�IUi�-i�IUi�-iU l� i _P, _ i -,-,r�Y�� I _=-1 �j�� l�i i-� �I `Oi II (� I� __L1 4`I!I=. � I-J- =4_ J'-_��U�l���_� _i _i I�i -I-!. 10�1 - IOf- �_IOf�I IOU�I_JOU�I_JOCI_ :, , ,� , ,r v; _T _,,. _ ,,, __I_JI�f- �_ I�� II_�_I�J�II^_IOI _-1�__IOI�II JI �I__=�UU�-_IUI�I—_IO����l�l 'J=JOL-IC.J:ll -I'I���1f���-iOC�0001�I��I���i—�1C� \ ,� T ,-'.�/ � �i�'��1��Ci�-���ii_ i�-!�ii_.- i-;C'�-ii� _I�I-i��O����Ci��l�-�����0��-i�-iL��i-ii�i- ii_--� O i—� 0-�1 O � �� '\,� ��. .�-�, ,.> - -_ - -=� i - -I i-- i li=- _] 1--- _=' �' -- I I!,� ���1!�' I'� � 1�--1 i_--=�I ii__i -i ii� - u i�� i �—i i � -�-ii�—ii_ ;.:.,:��;,._ ,..� � ,,� �y.� � __[�.-_ -'i- �-u--1.. -i -ii- i �.i=- il -�i_ C_-i ��i -i .r i -i_ u__-i _��_ ir- i ��' -u--i�.�r_ ,i il ,i_.-"�.� ��_ I—1 � I I I -1 f 1_ I' -�� - I - I -f �� C� _ _ _ -� _ -; - - � _ -,- - - ,�_- i I _ , _ _ _ _ I' -==�I� -_ - ��-��I�� f-����� _ - ! - �-( �';`�� . �r l' � _-I��➢ - - - - - --- - - - - � --�l_- - _ - -�� - r �_( i-�� - ���i i�����_���i --�� :. - _'-,� � >' ,_, ' � - �i��- ---'��C_I „ ''�1 ��',, � - - I- i_ �� -_� - CJ�- , _ -=i _ O� - ��i -i - i i - - �ii � � -� ii -Ii �� �-, iI '_ �-I��- ��t�� !-1i -���l�i� i�l�i� i� I�-Ji=-��UL� ;.>��-�� - -- - I�� _���_ -=J��(�� �� �; - -- '- - - i-�f I I - II : � - - -t? -�Of— ^ ! � - -, - ^ �,�, � -_-, � ,�� _ _ -,-�I I�-- ���, 4 ,,, -� {4-;� � _� � ����-� � �--��_ �o��� „ „ , -'' ' � -_ ��� - � � � , ,, � r �� Ceilin Plate Line 1 � . ��_i,o�,r--�n� � � _ _ � - � - ;, �- � �-� �i- �i io�� �i inr-�� ���o�-�� o � � ��� � �- _ _ - - � _ 1� - - - i �� - - - � � - - - i � �-�� � , � �. � � _ _- _- - � r-�� � ' �_ � � -1�- - I I I � _.. - - - - - - - � � - � �-_�� � � ��- � � -�f� � �_ � � � �� i i , ��� ��� - - li i i � - C� � ��i � � ���__,� �I ��� , __ � _ _�������- - � - ! - ���!��O�'- C�(� � —���' � �i � ii- �j°-� _ - i � i �� , ' �(��� -i� � )-�� - � � - - _ � � � l:Jl�l I�I—�O: �� �_l. u � �I -�, � _�- . �I =� - - - - � u ��i ��, � ' - -�- STONE - ` - - - , o - - I _ . i.: J�I���L�Cii -il_ -.li�� I:i ..-II L. .i ---- o �� �I ' � � - - �—��-.- .. ... _-. _,i- II_ , I o 0 0 0 0 0 '�I ��.._ _ - t - _ - - _ i - - _-_ � I � - _ E E E � � � - -`L � I - �I - I � I � I I - i I� -� _ � _ 1 o _ _ _ STONE QUOINS - -- I - �'��Q� �_�< _, � __J -' - = � -',1��- A - � li - - - _��a���—: C _i ,, C_ -, - ���i ,,�_��, _ = - - - - - � -- � � � � ' ` �� -,� __� � , ,� - 1 p'-4" HDR. 10'-4" HDR. 10'-4" HDR. METAL GATE ��� i.=;��ooC�i � !�i ��I;- � �� i �i --i�' � _ � � � � �� ��' _ - � _ _ �' o� - - � - � _�_�C1��-if�Cl._._. � � n - i,. '- - -.i—ii --�.i i� ��I—�i0�'u_ _ -i - -r - ij�� - i - _i i- __:� 9'-8" HDR. ',���' -'�- 9 -8 HDR. �-'=_ '� - '-_- _ ' - ����� �.� - ,� _ �- ��� �i� - - - l� ��� - � , - � -�� I�� �---�I - -,-_ �I -6 c ,- -�- � „ �- -�� ��� -��_-I � � �� � I �� -� , � � 9' 0" H R. - _�. �_ � - _- 7 -6 HDR. I - o � - �--���i=-l�' - _ ��i�_��I� - -�i�� _ - _ {Q� I_= i; = Jr`ili =__- �I!=��- I --I�'--'ur - _ - _ - _ �I--�I�_ 00o I i_ i �_ � - ����oL_,)��,I�� � : �I��_,�,I���� -I-���� � �I _ � �- � o 0 0 0 �;�, i �I - - - -�L , o 0 0 0 0 0 �� � �1 �� - -' _d� _ o 0 0 0 0 0 --- 1f�C��l i�� �- ___�� ��i�l(�C��; _ �i� I u�� ,I i ---i����il � _i - i-- �C�OOC�I ` �Of-" �,_� I - _� _ _ _ - �� _� _ _� �� � � li� 1 �-� �� - - - � � �� �JOOOUOOCCii___ -�i � J�I—��-10��_-U. J-=�ll - _-I_ IJ i _. ii-_ i�,l� II--_-_ i - . Ii-��Jl��iOl—�i-- ---�. � � �- i. - - - -_ I �I _ f�Cu u����'-_ -� � � _ ��- � � _.� _ , - - - � � —� J--- �� _ i i � . �� _J �— . . -�I ,��_���i-- �-`-�- -1- _ -_ �� _. - - � �-_ _-- o 0 0 o i--- .�i- --i i� - ,�---- ::, - li=-i���i -i-- ;i--- i=_-i �i�-- --=iC- - - - -- _=' ,-`- i � u I �� _ i - - _ � � 00000e 1 � i i�— i �� �. . :L � _ . �.._._ f �i i � .� -I �.- _. _... ��. i�� � �. �� - - . -�� � ��. � -I� -- - � .. . ' � �- � I �I_ i I � J I � � I I _ �� _ '����,- �- Finish Floor - - - - - - _. _-- - ' - - - - - - - .�- - - -- - - _ - - - - - - - - - - - _ _ _ _ _, _ _ . _ _ -- �� ��� � - � � 4 A300; 3 EXTERIOR ELEVATION - WEST � � 114" = 1'-0" 0 � � z A30 � STUCCO AND METAL FAUX A301 CHIMNEY CAP WITH SCREENING MATERIAL CLAY TILE '_- � ROOF � �- � - - = Ceiling Plate Line�� - 22' - 0" � �� � - �-' �. �-;� - - �- _� , =_ - ��-�'�� ;��� - ���=' _ � �>> �1�1�1����1� �_--- _� �i '--- --'_ � `�---'I --� --. - -i -� � i-` _ . L �- '�� i� i l: i. .I_ . . _ __ I ..` -- � I - . _ - � : - .... ./ - -.- . --.. .-_ - I== - = �-- �\�__ '� - - ' i ti �� I � ' i - - � -- - � _ .. - I �� -- � i � ii -i T -- -� , . - _ . .. ... ; -_ _ \i�r - �'f �� � i i i i -- -- I iJ • ii i� � i � �I � �,� �� � � t - - � n . -.: . _. . . ,.. - ����.'r.�,.T_ �� . �i �r- ���.�.r J'� = II_�_� II - �� I�.-� ...I_ - __ ' - _ ���`�� .� - Ceilin Pla e Li e 3 _ - - - - , , _ „ � i_, - . ��=-� _ - i - , -- - ,-- ; , � -- _ _ � 17 0 ' J � � - _ �� _ , � � _ ��� �� �:__ � - - , �,- __ - - _ _- �� - _ -� - -J - I I i I i_ - - I i -�I^�r 1CII �� I I _ - - -� I --i i II I -II r�i = � -u-� _ i � , � � - � n 2 - �_ � - -_ = - J{ � � -�- '- i �C -- �� i; i� � i_1� -' -- - � .� i _ . _ _. �.. - _ �i_ �� i �- �.. . _ _ �� ,� � �`� Ceilin Plate Li � � � _ , � = i = _ - - i��- �' i ' , , �� ' �� � _ � ' �6� ��� �� _ -� � '�i� �I ����- � �-- ��,i�o���?_ - � � �'�'��I�- ,'� � ��_ - - - I_- � �� _ � ! '' - -� _ - _' - - -- � �- �� �_ ' �i����i��l� _ � �I-I _ - � _ - - � �� r ,�- �--'>��- '� � � -��n�� STONE QUOINS I �-� � � '�u��` -���,� �r �r--i��i �i � � �� � ` �- �- � - ��-� , � _ _- -= _ �--� ��iu�� - _ _ _ - - � � i�i ��i �i i i i�_ � O�OC�� ��_ - - i - (������JOC�CI(�C�� i-i i= -- - _ � — - � �� - - ��O. - � � ' � ��,r_ STONE �,� � ���� � _ � I � �i i � ;- �� _ _��j _i!- 17'-0' HDR. - �����I ��-_ =-'I � _ -� ,i_ �; _ _ ��� ��-(��� � - - ������� �� / i i _ � _ _ _ _ - �., i ���_� i��-� i - _ - - - - - _ r� � _ �i=l I -i i I �i ii_I li i i Oi�- -�� II�. _ - ��� 1 I ��I - q I ' I I I � I �� I 1 � - i I� - � 1 ` � �- '��_ , -"� L �- i�—��I  i ( i������ � ,_ � ( u ` I =- _--� _� , �_ � ���r , , , � , r- l ; �-, �� _—, � � - �� �i_il i I- :I I��,_- I;��� r�-�i i _ �����C' '- i '-� =� �i ii���� u �i i i i 1�� _ �i r i i i , I �i -1��_ � � �i�� u r�i �i�C_��i��i � ��� � �OI �i ���� - i � LII�I � � _ - - � � �� Ceilin Plate e w � -���I_ u � � � �`� 'L �i _ �I - O i �i i - � n - �—-__ - �o - o (� � �_ ��_�� - I _ � ' � - -��_ _ - II �� i � �i__ �,I y � � __ � -� r�- - �I��I� l�: � :- � ��_� - -� - �- � - _ -�� � � _�_� � � � � � y � � � ' � � � -_ � � '�_ � -_�'- � -� _ o�—r�� 1 � ��� i i� �_ � � I � � � � I� 1-i i i��� �� ��_, I =__I_ i i� ,i_.i I - �� i�_i �I r � � � i ' -i II-�� � - __,(���� �U�--�-� LL `-- - - - __ - __ - - - -— - �---� - - - - __ _ .� _. .- - � - ��=r�- _,i-���� �,�-i�u-� -- -'� =��� -�- �_���r��-iC��-_- _ _ - = r�-r - - -�•���-,�r� �� __� - - � - - - � iL-�- �- I � i—-� � I - =1-��=ii I. ' _ � i __i , �_� � _ - -- -��� �__ `_-- - � ��i - _ I i-- -� - � _ �� ,�� , Header � �- - � _ - - � `� 7 - 6 �- -�� � -:�I �I ��- � U -��_�Cl-���U �_� �� � I�� ��__,_ �-���-�_,. � �I _��_ � ,I_ �I-� ����- -U, - ' � �� - _ � - - � � ���� �� � � �j '� --u --�i F �i � �_li -_ _ i�-��� 0 , ` i�� �� � i - - � �i - - � � ���il���- ��_ -�- - {I il -)��� - �C�, I�� -- '��_���'--_''_ � _ .-iI�C�����,�� i _-L� � --'i__ � i�-�:ii� - OL i _ .i-i(--I - - � � � iv_`I i - i i---i i���i �=�� _- I - - � i � u C�i—i ! -- � _�i - CiCi i -ii - -r:� C- - i i�� �i �i� � � � - � i � - ��- - -�� �lU= ��� - � - I �'- : � �� ����i i� �_ �_ I� i���l�---i( - -�- - I�� .p� i��'i 9'-8" HDR. -_i��l��i�i�� �i�_ � � o -- - -- � .� �- J �_I I I !� �f����il-l0�f�ii-l0 ��il�l�� i l II- I �O�I�-i-� i I�OI II IJ � I _I—ii-11��r i ����I—,il�����il=il � _ __ _ _ � - ��-�nCi _ i _� -����-io�� '- \ = i - - II�I��1�-1 I� - i i --JI�� � _ I d� I - -- - - - -_ - I I�I ,I_- - -� - ' - �I .,_ - -_. ; -- - -.I _�,' U U -���J���- - ---._ 1�7UL I����. .�_ - � �e- � ���- il-_ _ --�''-_ - �- ;- i�il - ---� � i U' _ . . _ .�- �--',- -o-__-.lil ,._ - i.:---'- --'. i � � � � _- i - _ � _ -_ 1 - � �� iO-��O-L�J�f�- --q_ - g � -ii - - i��i- --- i B'- i --�� i�=�- � B - �� - � - -_I__ -li����i� - - _ .�; -- - i - -i _ _ I i r - � _ - _ _ -- - - - - _ _ - _ - - - -� - - -- - - - -_ - �= - _ =�i - - -_ _ _- - ; _ J � � ' - , _ - _� _G-, - , -,� �-i _- _ i - �,G-,�`-_ - _ -�-4�- =!'i- 'i= _ -��� '' ___'�I�QI^^I�-. ��� -=���J�-=-�i���--����-=��J , W �o � _�� __�_I�����_ �, ; ��__ --��o�� _ - - - � --- - -�- - ��� : -� ��������a�c� I _ � - i -i _ i� i-i - i-�i-'� - i i�i - i-i �_ �� -`, - Oi i - i- �_ �� -i - �-ii� - i_" �i- ��- i - -i—i�U - Ci =i�,-1i-'� - Cii i - � O i 1' F� r'+ - --- ( _( lu� �Ir��---, o�_ _ - -_ c�� - � � _�- -- !- _!Ci�--'� ,7,_ 6„ HDR. -u�_- _ ��� -_��-� I-_ ' _- �u ��Ci�-�'���'� � - , i _ .__--� ;`- - � i i-�~f � -� c- -�n -7 6 HDR. I i - i 7 6 HDR. - n��_i:-; - ->-i _I-, --i�-ii ��-� _ � �,�Ji-�i`-,��--i _ -ii � _ �li i �����- _�-1� �� }_i� ''� � ( I (� ( I �� __ - __ _» �� ��� oc�C i x � � - �J - I�C ---- �OC�- -=- -� - I � . -lr_--�i.-�i" �i u `I" ii �I��O�OO�f—�n�1����C �--i ��i- \ / i u-- �.._-.. �---u ��- _ -- i �- if.__JCIi- ii_ I � �. ��.- J�C1C__i�-. . . .. � � .. --_�, .. . -�.I^�._-� --- - i --- ��-=--�� _ - _� �- - -- . �il--- �`�--. ���I__c_ --1 �I� , —_ ��i _ _ ;- I ' ��� - �I � - _ . i .- - . .- . .- . . - -- -` �i-- `. = I-��-- . . f _ � 1I�I��II�I--=i - ��� �.- � 00 �II -�.- � - �_ ��I - - il `,�i- - i.-_ i -'i- -- ii_ .i�C . _J -� . . _;._ I -,. _"ii_-�I��- - �''-- � �� � i i_. - -- i - -.'I . �'- -. . , -'i _� :- .._ -I - . - ,i_-C_ .-���_- -- --_--i . ;��- - iC- Jl�li—'l�-1U —Ui_—�i - l.,.-i. ° . -. \ __._ ..,.- _- . _ .. .-_�- - - - � - ' - - - --------` - . -� - - � -J _J� '- � _ - - I- !-_- �__ _ ,; ,- _ , - -- �- - -- !-- .- _ ,; - -�- _ __ �� _ - �,i�r - - {u����� � �_- Finish Flo r o .. � �I �� - � , ,� �� � ti '� - - ��,�� - ,r-i - - - �� �-' �� - ��� � � � � � -� - � - � -- � 'i [ _ -- _ _ - _ - _ _ _ - _' _ _ - _- , 0 x Q o w � ~ Wr � � o �- , X > M 3 2 M ,,A3o° ��, A3°' '--����,, EXTERIOR ELEVATION - EAST Z � �-�i � ; � 114" — 1' 0" W w � z - - � Y d0 ��_ � � � 3 a � w � � � 1 J _ � STUCCO AND METAL FAUX �� ��^ J CHIMNEY CAP WITH � V J 00 SCREENING MATERIAL W (/) C� 10 1/4" = CLAY TILE � � Q ROOF 0 -` - �� \ - Ceiling Plate Line 4 � � � ■ Project No: 1503 '(�r�� rr r (��, '(�(((� �l�((�� � - � - 22' Q" Revision -= No. Revision Rev Date � , � � - � � - � � - � _ _ � � � �� �, _ �`� �_ � _�_i! ��__ ��, _ �, � � � � 1 EXTERIOR ELEVATIONS 02/04/2016 � �� �� � - �� ��. '���� ' �-, ` � � ` 4 '�- _ - _ �Cl��� ��i �� � ` �� - _ _ - � - �� � � � - �- - � �- � �i - _ �i� � ��� �, �� A300 -' , - 'I �i- , - _ g n 3 � � _ � ���� . � - - - --_ ...- � =� � '�?:,- � _, �_� Ceilin Plate Li e � , _ _ ��I �I��,!��� � � _ - - ' 17' - 0" J � �����-�� _ �i- � I� -� - �_ ��_ ��_' � ' - � - � , � ' ,_' _�----,-i-.,,�-����-_ �-� --- ' _ � - �-� - - - __ _ I--,�-� I _ - - - - ' ' �_iui- � �ur�i - ���i - �or�i J�i u � �-'- ,_-�� �� �o� i �u - i �� . . . '_ _ , � __;� -�__� � � - -- �� �- �� i���-��' -� � � Ceiling Plate Line 2 � � - � �, � ���� ����� ����-�� �i���� �_ � ' _ ��, - �I---� -�I =�-�-� -����,�-�(� � - -��i� ��� � � I� I ���I - -�����C _ _ ��-J�C u�� �t� u � �6� �n �. � _ -� i �-- I� .� � _I .�I .� � �i-� _ � I .- - -. . �.� � � � � r� � � .-__i�.-.-�_��I���—��L � _-��� � - � -� � � � I I �I � _ � � _I _ I I � � _� � _ _ �� ,���,�� �� _)�-__ � ����-�i �� ��� � - - _ � �� � i. i�i �n�i� - �u� i i --�-i ����i i - C�r----i-�" - ` �� -- � - �'_ � �� 1ltl��i�-��}_r JJ[���]JL-JJT�t[i i��_ i�i i i i_ ° _--� � -� - � '�- �,i�i���Ui�����i��-�i�� i �.j ���,'� ,�1 � � I,r _ � � '�� � -I � �� � I - -� � - �i� �� �� ( �� � � _ L�iL�LLh���LCtL����L�� �_��'- � � _����iu'- -� -�n� _�i_ �� -u- I ,�, ,� � � �� �� I�� ���o��o�iCOo�i -COoU -�r. STONE I��_� �, � ii - = � - � - - �� - �- ���_ �i. __ � . - - _ '� - �- I - -� ����-�n�r--�o�r--�����-,o�_ � 1�1-r111�1-C1LULl1I11L�t�1Ll�SL�S _i��� ii- ��7'-O�� R. --��-l�i� i i � _ � � _ i � r � �i _ _ �—�=��� �I���I�������I� 1� � 1 1L. _ _ -71���. i i - i �I—li_ i— i __ i � �i � i �� i-11-1 i li-i �—I I � � I-J U"I � I�I �� � i 1 _ ' I � � I � � � � � � ��-i � i= � i_ ,:1=� - � I � =+�I . - _�. . .� � �.,- :T= i- II. ��I��� I��V - I � r, � - - , � r ��-��{�� _ � STONE QUOINS � 1-��rL� i �Qo� _ '�� � _ r T i ������� _ =� ���� - i ��,� �� ir�7nrr�rrri �� i u - f'�� 1 ' �-i � - � -, �l � � i„ T i �� -_1 i � u—i r�i i - u ��i _�� - _�---,( I _� ;,-��� � � � 1 � � -r '�- ;� � �—�(� ��- �_���,��� ���� � �� E� A �- �� � � � _� - - - � ��� �— � � i � � 7- _- i- � - - _ I � ' I - _-- , _I - _ � � �� _ ii�u�,i � ui=�0� - - - � � ��o _ i ioi� -� ��_ � _ � � �� � �� �� � � ��,�'� ,� �� ;_ Ceiling Plate Line 1 ���-� �Cy � � �� �r , ii��C - I I -r'=—`f-- -!--- i - / - � - �� -�-� � ��-� � � _��-�-� � � � �� 5 N S� � � �-� — - � --�- _ �u �j - �{� 10 0 C� �E �yy��` � � � � , � , -'- � :-�I���, �=- �`'���---�� - - li. - i� u- - ,�_ _ -�i - � - 4/ <v� G��� � - � � � � i _ _ _ i�- � � � _ �_- �� �� � C') - �� ' � � � � �� � � � �� � � � �� �� � � �� � _,(� ,�- -��� � �� - � -1 i� ,� ' , � --� I� -� _� - - -�--� _, : -; �' - , � � ��� �i--���=-, . �e�uo��=���� Header � � � = - I u � - - =h � _ � _ -� `�_�' _ _ _ _ _ _� - -r-��_i _ -��-- i_��--n-��- i� _i_ � , '� -- - - _=' ����_ ' - � -� ��,---_ -� __ - � ���� ��� - -� - �� - -��� - - - -� _- __ - - - - _ _ 7 - 6 _ - � �_� � �� �-� � � �� _ �� �_ _ �, , '� � ;� -,,- _�� - -� � �� � � �� �I � � -�_ ��� � -��� �� - I _ B ;__ B ' B �� � -U � - - ' _. - -__ ll _ h - I _y _ ij -_�� _ � � - ; - � - - _ -- - -- u ��I���I��I - �+Q� � �� ��� I - _I - _ {��Q���j - ,- --, � � ��il- _ -��i -i�l� �i =__ - {��� - 'qj�F � � � : -r � ��=-'o�='���r-�- �7'-6" HDR. � '-�;_ --7'-6" HDR. ---�-_ 7'-6" HDR. - -- -I�����c C =='���--�-� � I i ( I � ��,� _ �� i� ��� , 1 1� J�,' - _ �i��-�i - i �i JI���_i _ _ __ - i __i,=l,- � - -- - I -��._ �-_ __ _ _, I__- I�_,,' � -_i�_��i - i���i� i� _ I , ' _ -- ' i �i - qC I�_ II_�_JCi__ _I IIUI--1�IU�I�JOI=��_Ji-i - --- - I _I - - - -- - - - _ IJ�-II''�[- -I�__IOU�IOf—1�- � �-1— J�I� I _'�I�O��I����I��� �_, � _ � � �___ �I-��I�� I-l- � __ , I ��__- � _�-��u__� i�1 �_- I-� � _I���_ -I�-�� � n �I-�r��L_ II���-.I- 2�IU �2 �4 ' --' ---- --=1 _ �; f—��1 1—� f—=iI I�--=J - - I I - - I l— - ; I - - I i - - I I— - I-,I - - I �I__ I-l_ - - - i1�-1—� 'I - ' � I I il -�i- -_ -_u=il__-..'_,._ �_- J� _ U � U _ I�i� i���-_ i�) �� i i�) il���� �I��-i ��i—�i il�i _il_=�i-�i=il-- —�i�il�i u-i��i_..- -..- �_�__. ._ . -.--i -_._ il �-.--- i ��� _.'..�. � - - _ -II - �� _ ��_ -�-�- ��--�i - ��- ��--�i -�- ��--��- �--�J- ��C- I�O--��-- - C-il - - I --Q��- OZCi�- - ���I_ -u - - 1��-I �� ` - I II J- - u ��- � ��I I - I, - ,'` - I � -- - 1 - - - ���-1-� - � - �� - �� - I� - I I - I ( - { - ( 1 -'� �I--_' - � ' I '-= '� _� - � - - - - � - - � - - �-' - - �--� - - �-� - - �-J - - � - - �I--_�_ � - __ �i _ - (��I'._ _ -1��I - _ il -+I - (i�_� �I_ ! �__, _�- __�__ _�II_��='���,�-),�,o��,oC��,��7�,���,C��-��� -L�;oC��c,C-� -�� _ c:l���,l�_? _ J _ _� �= �,c,�l� I��_�-� Project Issue Date: 2015-12-23 - --i �� ��i—�CJr—�Ci�OCu -- �-i�p i` -r�ir�= �i��--i"- i'i�-- _ i��i - i-�Ci - Cu--1 - �-!i -r � __L-- -c'• i-= i—I��i—�_i -p _ ��--_.—.r"—u� = C�C - C�f-i : � � � _" p - i�—I�ji - iL�I(�� - d I��d���i,-_ I�C�iUl���i��l_J���O�`�U�� i���C`���(�C--i� _Ii_,i-_-`i� I-- :--i��ll�i - i��Ui— _�i-= - -�0�� IC��CI�ji�V]C�� ' -- -_ - � � �� �i - J_� i -_�-i��_i����_i�i�i-�oi���o�'�����COoi��_ioi����i�COoi--�COooCO��-� - ��r�--��_o _� - iou�o��- - �oi�CO��--���oc�COoc�C�.�� � � ,-�- -,- � � _ �_ - � - - - -'- - _ -- - -��-��-�o�,�-��-.�_- _',- �o-�-�� o�i-�00000 _� ' :. —,�,� .�i�---,�, i . .i_ -----iO��11-1�iL�Ci�1L���i0-- , l�� -��11�_�-1�1_��I���i�11=���I�-���II - . �,I�-7Cd— ..�� ��'�I -��-i.l -� - -�� - � f -� 1—� � �=-- � �_ --- �_---- _ - - �_ _= �_ � � _ -- _ - - - = --- -= - - - - _ ! � _ _ _ _ --- __ '_ ��- -��- � ��- -�- �I �,_ -�_�n �CI�-��I��Ci� ��! � EXTERIOR ELEVATIONS ���_ -�, -' �- ' - - '� -�� ���- '� '��� �� ' _ _ -� -�'� - -�1=- �� !_- - _ _ -- - �� �� ����_ �� -' �- "--� _ �, _� �_ ,_ � __�,.-'��- - "---r� ,- _�� �I � �� ,- 'I -- - - - - � I _ - - I � _ ---- - --- -_ --- _ - I _ '- � _ -- � i,- - , -_ -- - �� ,.- -- �' _ ii =� � � i _ ,.--:-- _-- I - - - _ - -��,- _� ( -�1 --�-� _ �..__, - I- ; - -: , � � , , , _,- � - _ _ _ �� Finish Floor _ � �i �i � _ �i -- 1����, -�� � �i / _ : _ �� - ��� / � Sheet Issue: HOSE CONNECTION � 2016-02-04 /4 � Drawn By: Sheet No: � �,A3°° � EXTERIOR ELEVATION - SOUTHEAST � 114" = 1'-0" � Checked By: NOTE: These architectural drawings have been prepared for architectural design only.Civil,structural,mechanical,and other related engineering design and specifications are the responsiblity of the respective engineers.Compliance to these drawings will be the responsiblity of the general contractor.All measurments shall be verified by the contractors doing the respective work. COPYRIGHT 2015 These drawings,as instruments of service,are the exclusive property of the architect and are not to be used in whole or part without his express written permission. Unauthorized use of these drawings will subject the user to legal remedy being sought by the architect. � INFORMATIONAL NOTES /� � � � STUCCO AND METAL FAUX � 300 � CHIMNEY CAP WITH A301 SCREENING MATERIAL CLAY TILE 10 1/4" _� "� ROOF - - _ ��'�?y� - � - -- - �� ,�, - - -- � _� � ' � � � � � � Ceilin Plate Line 4 � �� 22' - p�� '' - - Y-r- 'i � � �-`'��i ,F', �4-'� - - -1`�--� i 7-,''� � I ' i �i �i I' 'i I i i ',i '' i � i I_' i i i y , i i i ' I �j z �,-T I��i i ' i ' � -i - � � ' �,'�- - i�,-T 4 i „ jJ � � I � � �� �� � i � � �- i� I i � - -� �_ � �_ i.� i �i � '� /i - - - - - - - - _ ,�-� �T - - /� , -- - - - - - - � �--� �� � ' -� � � - - - - -- � � i , �, , - - �� i �1 � - - - - - - - � - - _ _ �i� �r � - � , r _ -�; - - • � rL � � - � �i C � I � - i � � � � _ � � � �� � � _ - � � - � ; �� � _ � � �� �,� _ _ _ r � ,�� r Ceilin Plate Line 3 � � � - - - - - - � � ' �'��,rrt _� , - - � � i i � � � i i � � � �� - -- � -_ - � -- _ - - , II � 17 - 0 � � � � , i i� - � - -, _ � � / _ , _ , �� Ceilin Plate Line 2 HDR. 1 - ,I _ 'i_ 9'-6" HDR - 'I - � , - - - - - - � '1�` 16� - Q�� , 19'-6" -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - i �--i �J I I - � - r - I - � - r- _ - _ , _ - I - , _ ; ;- ;- _ __ _- --' _ '' - _ , - _ __ --=_ _ _ _ -_ - -_ _ -_ - _ - - _ -_ - -_ -- -- -- - . + _ _ I � 'i I; �_ - - - - � i I i _�;, I- -' --�- ; , I - li� i _�, , ,-I i i i �- i� i i i- - i _il i _ .i� - i , i- _i' I i ILI-._.-���� I�--=- � ,----- --- -� � - -'�- -��---�= , I_ --, . -�----- I� -- --- -�- - -��'-- I ��-- --- �-- --- I'��� -- --- I' �-- -- fl I-.- _�'-. I-�-'-- "� -- � --- --- -�-- " --- -"- �� I.-.-- '_ i --- - _ . ..-_ . - - . _ ....`-_- -. .. .-----� - - - - "__--� � - - ..__---- - - - �� ---'- -. ,_ -----� - -. :,_ ----- - '_----�- - .,. . .- � - - - - - - - - - - - - . I� _- _ _ _____ t _-- --.. -_-- --_ -_-- --_ -_-- --.. ----- _ -- _-- -..- ---i I i ��u�]ou��❑u�_iuui^ �uu., _;uuu�u�-- �u�_ iuu��ou��uu��uu��uui io�i��u���ui���ui�� li�;ui �i��i��uu �ui��-iuu�-iu� _ {` - � 1���.��r��l ni - i�-ii.-!f if i0-�L� i n��i�i0��-iO��iO-��i0-��u���10C]��O�C�O��L��C_-0��- Ou�O�00u00��f i i _ ) STONE ��- �� r ��� I �� �_- �� - _ - � �_ -���� � �� i—� �� �� �� �� i—� �� i—�—�—i � i �� �—� �� i i ��-- :� I r,-�- - - _ - =I _ � -���� � �� - -L�- I� L�- I-1 �J�-���1 I-1 ��� , _ � �-� � -i�_ - j _ � - ' i-- � ,� �0- � O- -���u�`-��C��i�-� C---� - - il—�--�-`-�-- 0-��0-��f�--�--�-U --�-- �-Ui���C-��--Oi�-�-��i�--�--'�--���� - �� - r , _ I - - - - _ _ _ -=I - -n����c��c,���Qa_�. - �li -^:i __f��l��l������,����l��l����{`- -- } - - Q . - _ a Q � � a a � Q - _ a � �I STONE QUOWS � r _ � � � 1 I—� O�� �� ��, � n- u i�-u i-i�_r-i _ � ii i-�_�i q ��-_i�- �f-- i�--�� �-- i---i _-�,--ii i - I��-�--i-� _ i-�i i - �-r-i�--_u_--��; _ Ii---i-��i�ii-,!�- Cu r - i-i--1 _ i�ii-i,- � , -- �-- - ��- -�-�- -- - ,�,--' -' , -' i�-�' �- _���' _'-__-�� � i_�.y - ; .. . >�' - . - �.- . :.-il �,,-_...-__i�,- .. . ., ; ,����� I� �I,, �i .i . _ . .. -----j; �I i=--.+� � � .-___il, �;�---=J��' .I_:�i'- � �._ . '.��__-..._ __J��=-,_ .. J_-. �_�--_-�J_-:._ . -1� .. _ . .. _�i- - -� -- J�� �. �J�_-. -- - . - _ -- �_ - -�J--- --- -- -- -- -- - . ` � -� �--.- -.- -- �` - - --_ - - --- ....---- ` -� � ! J�_,I.�_ II 11 I._ _---h I _ I�_I, :I --. I I�_��CI�_ _ 11.=,_II I - � � i I_JI l l � --,---h 11 _II � -JI 11 _.._I._ _f I I I I __II.JI____ .I, �=�1.Jl: I II I I I '_.I il-- I I 1 / / �� n !I ��--f��C � �I r r. I.!I :l_ -il�l u - -_� :� ._, �_ _ � __i i:-�.... -r i )f�f u 1- I"._ .. -_ _ ..._-..f-n -tl�L 1� i 1:- -i. .. -� __� �j.�,i .. . --:.1-'.I. �. _� �.. r � � II _I �I - � II ��I - �i - � -• - - � - �,� - ��:� j ��- - - _ -I II ��I - - � - - � � � � - -- �� -�� � ; - �� -� ���- - �� i- � �� _--- ' -- � ��- -- '�=� _ ��li i _- - _ �i= - - � � ,� ei in ate ine - � i -�i- u_ tl :i-_ -Ii__i. � i--,I. _ i-_ --,. �I. _.--:i.__--.i--11. -��� - - -; � .�_��_�_� . d -�i_ tl -�i ii__i. .".-_ _i�._ ��.i_=-il. .-�i.-_ u--jl . _i._ �i�� i - ,�_ �il -li-_ - _i i - � , „ ----: `-- - �- - - � - - - - --- - -' �__—i� _ �__—��- ��-- _ - � _ �� - i� - ii = i _ _ - - �-- -'.i_ i' _ --ii - i� - ii - i = u - q - - - - d_ _ _ -ii i 10 -� � _ _���. �_ i � ' I � � - - _� - , ��� -'�� =� � �:� � �� : -- � --'���,_ ;�_ � ��i �� ,, - -I _ �.�..� `-�_��I_O�� -- - I - i ,'� � � i� � -- ii i���-�C�I---_, - __:������I' � ii ��-�- -�I i �� - �---i �� _ �-i � � -��i_�U� - i� �Ui-= � , � ���i _ i, .!���ii - -�� -� -� �� �CJ: � - - - - -�--���� ���r - _ - - - �o� � � �o���-�� - � ,��� � ��� - __ Header _ _ �-j � � r—� � i ��_ , � ° °' e _ � � � _ _ _ - t _ _� - ___. � _ _ __ � �� � - _�-. i � - -� � � i. _ ,. - __ _�i1-���� 1 -�� �i= i�� � �� "�� � - _ _ -� �� �—�oa0� I I �� �� ,�- '- I��- ��� � _ E E� �--�I ❑ � � „ - '---' - � - - '-- � � � �' �- - � - _ r-_ —� � --� {��� ��� p �� ��� �������� _ � � � ,-� -,�� - � � -C -�—,�i� C ����,� -,i—�� I �� ' �� I L.L _ �� _ �-��� �V I_� I=J I I� 1=J � I � ��—���—�l(� U_- � � � -� � �f � -i� ii i - � � �i � �� �—i i- � � � 10 4 HDR. 10 4 HDR. � " ���� ' �_ � i i °- ' ' ' ' � �_ � �_ �� - - �� � � F � � �I 9 -8 HDR. �u�� i ��� � - D '— �`- =—�r - _ �obCOo�C�o� i i i � 9'-8" HDR. -u���oi ,� -ii_ i �i i� i� i _i i i -i i i � �- -i � �_ � i i -i - _ i- � —i� i��_ /� 1 I I _ I �_ � 0000, �� — _ � ��_— ' o n _in��iO���-� � o o _ _ ,. . ��-_ �� � 1I �� -��-�� � ."-- -u Ii -u- - ,_ �-.-�i` �/ � � � I _ _ _ _ I — � - � - - 1 - l l I --1—� - � `_ � T-6" HDR. I d i _ _ lr � u' - � � .�i � ��� �� J�- � � ���_ � , g�� HDR. -�_ o 0 0 o e ��- -_ � �,� � -���� - i�-, _ � � �� 1���� �_-. W 4.+ � `c _ � - - _ �-� �� -- � ����- �— � v� � � _ � __�'_----�� -� �-� - , - � � � �—-I CT 1 f T T� II � i � � — r i i i � i u r p—ii i_ i ii. i �J��p � J � � I � V _- iI ��OU��O� �I�-1�- I -�-� - - � �_i-�- � �-� `-����� ,i��� _ ,-I�L!�� L � _ _�L i �t1�T,-��j[ �'� � �__- � y� � ", _-i '.�,��11 �i � .i`I���OI__-i .i. _..-��-:_-_n-!���_Il��i-.li�, �i- _��C11- .I-'i�_- J�_�LI_➢1��ILJ�lr1�1�'I.. p " � :- d���_ __ . _. i.�_ . . ... i .. _. . _ _._ .. _ _ � , - l.� (� �D - � - - -� � - �- - - � �- - - - - - '- - - o 0 0 0 0 0 - '-- - � =I - - - - ���-- --� '- - - ---I -�- - �� ���-- - - - -� ��1- - - . I I F"� M � 'I -.I�_ _ i _ i i _ i -i--_ -_i_. ,,.-_�' I - � i--_ � � i_ i i-- � i i - � . , I -. . _.. . _ _ I '. _._ . _'-__ . . . .._ - _ . . . - _�.�. ._- _� .._. _. __., � I .- _ .. _ �,,- ._ i � _ ..._ . _ I _ _ _ V - - �_ - - �_ _ � __. . ._ .. I _.. . I_ . _ --, _ . � � . I I � � � - _ - - - ' Finish Floor - _ � ,� � - - - , - _ " - , - - _,_ - � � ,_ _ _ , _ � - i i � � � _ � -i � O� O�� a o0 _ O � � � � Q � � w � O r H W r A3oo ' ' � - �, EXTERIOR ELEVATION -_SOUTH I— X ; M A301 '�J 114" = 1'-0" z � � F ; W W �- W Q do � � Ax � � 3 �" w r � � 0 � o � STUCCO AND METAL FAUX CHIMNEY CAP WITH � �n m SCREENING MATERIAL �� - - - � __� � 101/4" � � � - =— - � � 0 -- - -� - - - Ceiling Plate Line 4 � � � Project No: 1503 22' - 0" Revision ���� ���� CLAY TILE - ���� �- - - ��� _�'�- �I �I_� � L � �� I � i i � � � I No. Revision Rev Date � _ ROOF � � i' , lr- _ � �- , ,",�� " , -�;_ ' _ 1 EXTERIOR ELEVATIONS 02/04/2016 � .�r � i I �� � �a I�r _I-- - - -" - - - � I; " I - _ i i I I�`�� d �I �- � - Ceiling Plate Line 3 �� �i- ;�� _ -- �__�_,� - � --_; � , . � _ ,� _ � •!� �"�� r,_ ��� _ �� , � ;� ��� �n ��� _ I��I - � - i ' � / - � i � - -i� I � i � i - `= I----' '-' = _� _--- _ , G __'� - _ G _ G - - � ; ��_1�J i� - � _ � , � ! - -n I � i � � _ ` _ _ _, � =�i � - - - Ceiling Plate Line 2 � � � - i ���i 10��C- � �i��i _�i i , i i i - -' � _ _ � - ��� - � � �_ - _(_ - � - , - - �: �� �� - -- ` � ���1 _ U ' 19'-6" HDR. ' �_ �6� � ii i-u i��i i il i��-ii i-� il _ � _ ( �_� I� �� � I „ , , „ - ��� - �� � J 19'-6" HDR.---19'-6" HDR.� ����,� �I_- � _ �C���� - �,��_' �_�� � _ __„ � �� --� �� � �' � - _;I - - � � - � _ '� - , I �I - I�V I�� � ��I I��I�I_ i i _ ,_?�����,�L�Y--' � �� - ,-,� --�' �� -"_ ,_ � 4 -� � - ��- - - - �-- � - - �� - - - - = - - - � _ _�1 - f'-1� _ � = f-d - r = - � _ r��U = �-il� T , ,- - -�- � --��-r`�-rfi-. _, i _� u `�,,� _ �i --i = r . ' --u - i� _ �i- u 'r i-i; �- f i� `=i��_ � � ii -r_ ��i-- ii��� u =��� i � u i �i u __ :� - - - - ���- ;- � ��a. � � i / /, „ �, -- �_ - - --- --- --- � i - I LL�-J�J�I��� ��i(���� ���-�U�� � �-_- - - � - - -`-- �.,��. � � i � _ - � - --�- -� ---�� i _ ���I�iuo ��o`�r----�i i`ou�_ior-�-i ior---��or-- u , � — -�— — - -�— - � - - � - - - - -- _ -- __�— I—la��l ,_I � _ (�C`� � �- �f" � _ � �� �_ 1�1 �i-���C'I��I� I�f -I I�_ I�f—���I i_ 1�n� i_�u� �i- _ ��I»�i� - -��d 1i���-i0u���OCi�1f�C�OC���i . ��.�� � - -� - - - ��i__ i-i��IC�OO�I����� ���i i-'�' _ � �,!_ ii�� -r��-: i=--=� � I� � � f-� � I��� I -� � _- � :,, ��... � - = �° - -� � � _ �-l�i _i l�i _i l�i���l(� _ - _] L_�f=_ - d- - _=101 11-I I�II 1 � � --=1� - �h- -i�� ��-� �� I-1�� ��1�� —�� '��C „ �:..."�, ' -- -_�-- ---=_��i-- -�-' -� - �-- � '---�---�� � ��-- - -�� -. _ �I-�L�.���r - �-----� ' --�---�� - - -i i.:-i� li -I,_-i �._ I _��'- _ - _ - . . _. _ - � - - -. � - � - - � _ . I - ����� -�I - � �II I - II- I _ . - I _ - - _ - - �� -I—�� `'� -jl - I� _ � I � i � _ _ _ 4 � �,� _ I - I� - -_ '� -_'�� -_ '� - -,����— -'I �' ��� I = _ �'I '��� �— � ,� r-r--a-'��'� -� - ,I _ � _ � �, ; - - - I—� _ � �_ - - ---i,�oC�� _i_�����C���C-_�, __� _ i ��C�_i� -- --� = ��� =- _ _- _ — ��-�- � � ' �I �' �� -- i- -� � ��_ �r - � - -1� - ��f i� � - i� - ir - Cii -_,, _ , � �' i� ' i ,i _ ��i _,�_�' i -��i. �� �`�',= � �Ia ��--' -. '� - - � � / _I .-__I -___'� , -_-- __ I T Y.� �. �I - n I -_- �. - -. S� �". Y�� `� � I II I' i�' Yl�I I I �I i I� � I� I I j I -- il --- - - " J�Cj� C � J�-�i �C-_- u - --i-���-- ,.,. �, j� - ��_J�- -I-�%!���� �L_ r-,��- -,� - I�-�' ��- -r_ i L-T 4- - - --- a�� -�. � - —I _ T i i I i T _— ` — ___ I � T., . "V -.,'�,�— _— -__- _ I I I 'Y . _I � II_�J��u=l -U l� ll__ �����I i � �I I 101�I� -� .�f � i II�i`�1CiL � i-�l�i�-i_ � � I � T_ I I �I T� 'T I I 1� �I �r�I I �I -,_ I I_ _ - � n 1 R � � � l _ �- � — � / 9 ;- --�,I-� � - _ � i i '- __�- �- ' '==,�f-� — ,; � �, , Ceilin Plate Li� e �� �� � 'S� , � - � - - � - = - - _ - �_ _ _ _ � E� C _ � � ,�I �� �_ �- - _ - �__ - �� � � ��� � - 10 - 0 C?� ��N s�'y9��j► V - ii -��il � i� � � ��� � ,���'_� _� �� -_ - � - _ �_ ���-� � � � 4/ <v�' G�,C� � o� - � � _� � ' � � � � � � --� ����� � -� � i GC � � -1 �� i � - i - _ �� '���J��� I � i � i � � � _ r _ __ _ _ sroNE - �_ � �� � � �,�,- �, � _ � �- - _� _ � � _ Header � � � a� � , , � T I� _ I �ui i �ui�� �_ � _ i o ��_ � i i --�=�� � � � � � � , _� ,� i -�� -n-;r �� i �+ �: _� � � � _� �- I i i - i� �- - � - -- - - � - i� -�� ��h � i i i �� � - � i� �� { i i - � � i 7� - V�� � � � (7 STONE QUOINS - o - � � i � � I E E E I� �I�_ � ' -' -� '� - „ � !1—=-1�—'�I i �',� ��67p� �+Q' « � - - � � �= � _ �� - - ' i ' - ; r _c __ ! - � - -- - �= , _ _ � _ a _ � - �_ � - �� - F _ � - � i �� �� � � u �� �i � _ - �� � __ �� -��o��� I .� � ��r��_ ���� � � �- � I � I ��(��� � I � ' � � " 10'-4" HDR. 10'-4" HDR. 10'-4" HDR. _ __ _ Y _ -- _ -�� - � , _ ii�� �aCii= � - i --� � i �= - � 2016-02-04 ,� - 'I � �Ciu�1��u �� ��� �-� � ��u�- � � ��-i� p � i �i i � -�: - �I���C�� � 9'-8 HDR. - - � __ - - - - _ - - � - � _ � � , � � _ _ _ g. $„ HDR. , � - - - - -�- - � -L 1�i -i u-ii � �i u-. i J �-- i - i i.. �i. i� li _ n 9� ��� H R. _ � - ' - _ - - - o0000 - ��� - �I� - �� i - � � o o a>> � = i = I - VI i I -I I ;,_� - -- _ � I � ��i�. _ '�.�II � - � _ �i� I �_ �I _ _ i - n ��. ! ,� ' � , � - � _ _ L -, (�_ ___ o e � ,��,L�_� -1 - i � o 0 0 o e o -_�--= Project Issue Date: 1 1 i����� ��d-Il���I, � -`I i . _ � o 0 0 ��_,_ -- - -J _ _ �,_�:�o�0oui �_� - - _ �� � � -_�� '��o'— ' � --� - - i _ � .�� � 2015-12-23 „ - __ _ ` - -_ _ _ __ I___ _ � - — : '-�i��—'� �i�i i -i� � ���- ii i� _�:_ � i ��� ��i - � �- �� u i_ - � �i I i r� _�- ��,- -�� „__ — - -�� _,_� � _�"- -,_, � _ ,_ _ _ - �-_ - _ -�� ������ooao� _ _ �� �� - ,� - � ��+ � � o �� = i _�� _�, _ - _ - _- � - - - - �-1 ,_ _ _ - _ _ _ � � � � � � ��� _�� � � � _ �-� _ _ �I � � _ � � � _I_ _ _ __ I - o 0 0 0 _ - i --- i -,- _ ' i - _ o 0 0 0 0 0 _,. � ��' ���u — � i I i - � EXTERIOR ELEVATIONS ,, � � � � � _ � � � � Finish Floor � i ,�_ r-_ - i � � _ - -- - - - - -- - - 1 �� i� _ �� _ ��� � Sheet Issue: � 2016-02-OA� � Drawn By: Sheet No: 2� EXTERIOR�ELEVATION - SOUTHWEST � Checked By: 114 — 1 -0 arch itects s %� i i � � � � � � . � . � PLANTS PER- ��� PLANTING P AN �� � � � � - - `"� ��� �' PLANTING PLAN -- �, � P-1� CONCRETE PLANTER: � ' / - � � i --- 2" LAYER OF '� � 36" LENGTH X 36" • i 2" LAYER OF � __ �� _ � > � DG MULCH L-4 ���' WIDTH X 24" HEIGHT �� � � � / � � / . �`� �� / � i l ' ` � � S , DG MULCH�� , � ` N � / i COLOR: PALOMINO � DRIP IRRIGATION � �� � -������ � � �-=��� � LARKSPUR BY � � � � • . m e r r � m a' n DRIP IRRIGATION U N D E R D.G. M U L C H = UNDER D.G. MULCH �� CONCRETE PLANTER: � � LANDSCAPE FORMS � , � � 1 QUE VIR � � � � � P-3 � NASTEN 10 2, SSOCIat2S �/ 32" LENGTH X 32" WIDTH FILTER FABRIC '��� � � ,��� ��� 6" CAL. � � � � ��, STATE 2 FILTER FABRIC > ^a ��'`�'` 16 LAN URT � � (` , architecture• lannin x 48° HEi�HT _ � � � � HIGHWAY p g " COLOR: TERRA COTTA 10134 1" IRRIGATION LINE „ N - ` „ ` • � ° LARKSPUR BY LANDSCAPE 3" THICK LAYER OF� L_2� PLANTER ��, � �� � O, ' _ ?� J� ' � • .� � 1 14 ``� • • g , � SOIL MIX mterior desi n � FORMS WASHED, ANGULAR � -" � � . �� �� � ' '� � � �� � � � �^ � �� � � �� GRAVEL FOR DRAINAGE � �FILTER FABRIC TO ` � �� � DECORATIVE / � 1" IRRIGATION LINE � ���� � COVER GRAVEL � � � � ' � � � CONCRETE 300 N. FIELD ST. � ° SIZE: 1" MAX. � � - r �� DALLAS TIXAS 75202 3" THICK LAYER OF� ' ��� �-� SOIL�MIX '� ��� � �� � � DRAIN. CONNECT �� � � �� �, ' � • � . S ' WASHED, ANGULAR � ° I � � SEAL/WATERPROOF ALL- ��� � - � ,��_ � � 4 ROS OFF � � � � �, � � ' • -� PENETRATIONS IN PLANTER TO SS (REF. CIVIL) �., GRAVEL FOR DRAINAGE , �FILTER FABRIC TO �rt� ���, \ �� � � 214.987.1299 i' � 214.987.2138(FA� SIZE: 1" MAX. � COVER GRAVEL TO AVOID LEAKAGE • ,rr i � (VERY IMPORTANT) e � r P EFI. ARCH OW ' ���r 1 HES PAR � / \ SEAL/WATERPROOF ALL � �, -'� DRAIN. CONNECT ; / / / � z ° „ ° 2" DIA. DRAINAGE \ '� NOT FOR PEN TO AVO DI L AKAGE \ �� ' ;;;, � ' TO SS (REF. CIVIL) �� HOLE IN PLANTER • DECORATIVE � 3 LEU FEU o o P2 PLANTER . . � (VERY IMPORTANT) , �PAVING BELOW �, „� / CONCRETE� ° a o ` � \ ' l CONSTRUCTION . � P 3 (3►PLANTERS � _ " ° , (REF. ARCH.) � \ ROS OFF� 59 / ° / � 2" DIA. DRAINAGE- - � _ -� / ° o � \ O�pNDS�q�pF HOLE IN PLANTER ! ` " PLANTER (P� �) NOT TO SCALE �AN uRT 16 ^��__�_ � `\ \ ��Q�' �L T e 9,�� / � P � �� 0 7 r �� ! � ,jS � � \ ; P� (4►PLANTERS �2!/�.� � �'� 9� � / � ;y ' � . �� � s � �,� o�cr��� �vo \� � 4 HES PAR �� * � PLANTER (P-3) NOT TO SCALE DECOMPOSED GRANITE L-4 L-3 STEEL EDGING /' �� � / > ��� � \ O LAN URT 16 9 RUD FUL �0 N�, 22°2 ' �/ �� / / / ; ��c�� �° , � , O Ri(� '9T 08 , � , �o �� ������`��°° � ; 0� o LEU FRU 5 � �� 1 QUE SHU WEED BARRIER FABRIC: MIRAFI TOPDRESS MULCH PER �! � / �� � `�'� „ ' � MIRASCAPE' OR APPROVED EQUAL; SPECS.; 2" MINIMUM : ` \ _ �`_� ,:" �\ ���o� � 3 CAL 20 NAS TEN 02.05.201G INSTALL TO LIMITS OF D.G. SETTLED THICKNESS �� � �Q EXISTING � ` � � 23" CAL. 11 MUH CAP i / / / POST OAK 4 LAN MON � DECORATIVE � � - �� �� PLANTS PER� �� � � �� CONCRETE PLANTER: 4�� 'i �' � � � � CONCRETE P-� PLANTER �O � � � P_2 COMPACTED �, Q •�, � 108 ROS OFF o, la terra studio PLANTING PLAN � � ' � ' , , �,�, " 48" LENGTH X 48" Q 0,�� 21 RUD FUL � ,. �, .% � � � WIDTH X 30" HEIGHT SUBGRADE ULM PAR 1 24 LAN URT �� � 2" LAYER OF IL-4 � � � ."..�� ,� � -�- o � � 3�� CAL. � - `� O ' P � �--, ILE VOM 4 �o.o, � auE sHu -landsca e architecture DG MULCH � `" LARKSPUR gy 61078 T� 95 /o � . > , oV°�°°�`��°�° �„ o LEU FRU 7 ` ���' C�COO 6" cA�. urban design- planning DRIP IRRIGATION � LANDSCAPE FORMS � �t � ���c���'� EXISTING 1 ULM PAR __ ��- �� UNDER D.G. MULCH -- - _ / � �� " 3" CA�. (� (�✓ (�? 2700 swiss avenue --- suite 100 N DECOMPOSED GRANI TE L-4 NOT TO SCALE �� \ �.� ! �000��� ��� ; 15 CAL CUP SEM 5 - - � � ������� dallas,texas - 75204 214J49.0333 FILTER FABRIC � ) � �o�� c��o � POST OAK 60 SQ. TREE GRATE _ �g�� , • �° IRRIGATION LINE Z� PLANTER O� O / , � �� ��� EXISTING TYP. OF 6 HES PAR 3 '� � � �c� 39 LAN URT - www.laterrastudio.com / SOIL MIX � Z ;� 6" CAL. �� .�� � 3" THICK LAYER OF -- '� � / _ ' POST OAK STEEL EDGING L3 � ^ .��O��o WASHED, ANGULAR� � ' � FILTER FABRIC TO ' , ��� �, GRAVEL FOR DRAINAGE COVER GRAVEL VARIES: / P3 (3) PLANTERS _ 13 MUH CAP SIZE: 1" MAX. � � - i� DRAIN. CONNECT � - > �-_ - �" - - SEAL/WATERPROOF ALL - ,v ����', _----- -- TO SS (REF. CIVIL) E AL � �, 3 LEU FRU ^ �3 STEEL EDGING PENETRATIONS IN PLANTER �PAVING BELOW I R O N D V E R � � / PLANTER P' D E C O R A T I V E 458 SF TH U T UR TO AVOID LEAKAGE ' ., / (REF. ARCH.) G U CO � � 0 LAN MON 19 (VERY IMPORTANT) ' j - '� LAYOUT; REF. �' � / LEU FRU 1 CONCRETE 2" DIA. DRAINAGE � + + PLANT LIST � �� CUP SEM 6 HOLE IN PLANTER FOR SPACING � / DECORATIVE p � � CONCRETE P� PLANTER STEEL EDGING L3 � // � � DECORATIVE _'� 1 LEU FRU THU TUR 930 SF � PLANTER (P-2) NOT TO SCALE GROUNDCOVER SPACING NOT TO SCALE .� • �oN�RETE , � 05 O// � . 21 MUH CAP _ � (�' � �.t � �-- -� ` � �- 1 QUE VIR � � �� � �`� �� - 3�� CAL. 4'�4 � \ � �;�, � P-� PLANTER \ 1 � QUE SHU � ;�� �, � 3 YUC FIL � TOPDRESS MULCH PER ^n ^n �.�%;�`��' � �_ 1 LEU FRU 3" CAL, � SPECIFICATIONS• 2" MINIMUM � �' (�' -n n� � �'� �(� ,n n� SHRUBS / GROUNDCOVER; . 9 NAS TEN ' �� �` , �-rI n , � �� �` , ��J n , � ��REFER TO LANDSCAPE PLAN � ' 6 FIC PUM ULM PAR 1 � 2 OLE EUR SETTLED THICKNESS G �� 0_ G ,� 0_ W � OR PLANT LIST FOR SPACING 3" CAL. <� ��" �; � m n ;,P� ��" �; � m n V P� 2 RUD FUL ILE VOM 2 TOP OF MULCH 1/2" o �� /� P� , �a �'�, `� � P� � � , • ,;� � �`'� - `'� ��, ,, � � � `'� ��, ' 2 LAN URT ' NAS TEN 6 THU TUR 69 SF LAN URT 1 / � � -�� , cr � �, _ � � -'� , �r � � � B E L W T P F � � L-3 S T E E L E D G I N G i , 9 I L E V O M CONCRETE WALK / CURB /" G ^ �' ' " � �� ' 1 YUC FIL / J ��° J ��° A D J A C E N T ' � � 4 FIC PUM a � �G �c J, i `� i �D �.-G �c n i `r i Q U E V I R 1 / i J � � SCARIFY SIDES `" , G ✓ , I � �i `" � � G � , � � TURF � 3" CAL. ' �aU �G `� ����`� s 'c �U �G `� -� �J �- c L3 p-, � 6 FIC PUM c�, , ° c�, , � STEEL EDGING � � DECORATIVE PLANTER 0 0 , � , . , , , : . . ,��/� � �� 4�� -,�-��/� � �� 4�� ��� � �� CONCRETE 1 LEU FRU ROS OFF 46 �� � 5 LEU FRU . � �. , :, .�, ' '� �"� 4 RUD FUL ,O t�,00� - I - - � ' � ��� � 10 LAN URT � CUP SEM 6 � ��"� 17 MUH CAP � � r-r' - - -� � � ���� � `��� �14 MUH CAP 17 FIC PUM 1 E VIR 6 FIC PUM � � � � •� � SOIL MIX PER � � 3 LEU FRU Q� <� I � ADJACENT - SPECIFICATIONS; � 7 RUD FUL �� � 3" CAL. � ��� � CONCRETE WALK = _ _ REMOVE 6" DEPTH OF �'� �-%��" 7 LAN URT --- �� ILE VOM 5 �` � � �� - � - � - ���EXISTING SOIL AND �� � � � `' QUE VIR 1 � `� � 21 LAN MON ;�,� i ��'� � ' '� �5 , � �� � POCKET PLANTING ��� REPLACE WITH PREPARED �� , �� � 3" CAL. � ��.� O � CUP SEM 5 4��, '-- � P-, (3) PLANTERS CU� 3 �� / � � NOT ALLOWED SOIL MIX (D-1 ) PER �`� ���'�"� M H AP � ��'� � NAS TEN 10 � �� �� .� ��� ILE VOM 2 � � � / SPECIFICATIONS. TILL TO , , � U C 14 ��-� �� v. , 3 LEU FRU � _� ROOTBALL, A DEPTH OF 12" TO MIX. LAN URT 4 � �L / �� \ �� �� � � NATIVE SOIL 6" REFER TO LANDSCAPE PLAN DO NOT DISTURB ILE VOM 4 � �0-f� \ , M MIN. FOR SPACING � YUC FIL 4 F�,,O ff ��� DECORATIVE FIC PUM 30 O � • � � � � W � CUP SEM 3 ;� ��� �� CONCRETE � IN R ND HR B PLANTIN DETAIL � '�� �'. �L� ����� M�H �AP 6 ~����� �A" M°N '°° o� � � G OU S U G NOT TO SCALE `� � � � � � MUH CAP 29 ��� 2, FIC PUM 03 � ��E �oM 5 � # � F'� P�M ' � �� � ��� ��N •���` � GENERAL LANDSCAPE NOTES ' Z > � ��� � � MUH CAP 18 � � � � � 16 NAS TEN NAS TEN 7 � � LEU FRU 9 ��j 4 NAS TEN 4 ILE VOM � � , � ��; . � TREE PLANTING DETAIL LEGEND �. Fq �R�� %� oAR REa� � , � �� � ' o . r��� �, �:� � U�T��HED �R�W�LL S��E�S, � ROS OFF 51 "� �, g LEU FRU ��:: �� ' 13 FIC PUM '��/ LANDSCAPE NOTES. � � A. TREE: TREES SHALL CONFORM WITH LATEST AMERICAN (2) each PER VERTICAL STAKE; �s- NAS TEN 12 ��� F� O � �� 1 1 LAN MON / � (8) TOTAL. NOTE: PRE-DRILL HOLES IN LATERALS & � � - 8 LAN URT � �,-�{ r� 1 . PROPOSED LANDSCAPING SHALL BE IN CONFORMANCE WITH ALL LOCAL �� ,� �� STANDARD FOR NURSERY STOCK. www.anla.org VERTICALS. '♦�� �°- � °� � .�� �� Z ����}s- � � ROS OFF 30 n�'�^,�,�o,�o'° �' 1 QUE VIR � � �' � 1 QUE SHU r--� CODES AND ORDINANCES. BO. TREE PIT: WIDTH TO BE AT LEAST TWO (2) TIMES THE DIAMETER �_ � „ 4" CA�. 2. VERIFY EXISTING AND PROPOSED SITE ELEMENTS FOR DISCREPANCIES. Z Q � OF THE ROOT BALL CENTER TREE IN HOLE & REST ROOT BALL '�` YUC FIL 4 � � � 4 CAL. 4 ILE VOM � � • MUH CAP 13� � °�° � ��° c� g LAN URT 7 ILE VOM SURVEY DATA OF EXISTING CONDITIONS WAS SUPPLIED BY OTHERS. � � �H� ON uN��STURBE� N,4T�vE SO��. TREE PLANTING NOTES � ' FIC PUM 4 � ������ ��� �� 1 O�E EUR �`'`� 3. LOCATE EXISTING UNDERGROUND UTILITIES FOR CONFLICTS. EXERCISE � " �� \ QUE VIR' �,1 � I �� C. ROOT BALL: REMOVE TOP�%�3 BURLAP AND ANY OTHER FOREIGN 1 . GIRDLING ROOTS & ROOT FLARE: TREES SHALL BE 6" CAL. � / 5 ILE VOM L3 STEEL EDGING � CAUTION WHEN WORKING IN THE VICINITY OF UNDERGROUND UTILITIES. � W � O OBJECT; CONTAINER GROWN STOCK TO BE INSPECTED FOR REJECTED WHEN GIRDLING ROOTS ARE PRESENT & ROOT ��`''�-���:, 3 RUD FUL PLANTER P3 8 NAS TEN � ��� i � 4. CONTRACTOR SHALL PROVIDE A MINIMUM 2% SLOPE AWAY FROM ALL � \ v� GIRDLING ROOTS.** FLARE IS NOT APPARENT. � �� � � � 18 LAN URT LEU FRU 1 28 ROS OF� � . � Z,� STRUCTURES. ■ � �� D. ROOT FLARE: ENSURE THAT ROOT FLARE IS EXPOSED**, FREE � �� ���3 THU TUR 521 SF 129 SF THU TUR ti, � 5. LEAVE AREAS TO RECEIVE TOPSOIL 3 BELOW FINAL FINISHED GRADE IN O Q X O 2. FUNGI INOCULANT: CONTRACTOR TO USE MycoApply � �� ANTER P' 12 FIC PUM �-J �� � . � FROM MULCH, AND AT LEAST TWO INCHES ABOVE GRADE. Endo/Ecto OR EQUAL PRODUCT. � ��. 4 LAN MON �°°°°� CHI LIN 2 PLANTING AREAS AND 1 BELOW FINAL FINISHED GRADE IN LAWN AREAS. J � PLAN VIEW (1 .866.476.7800) www.mycoapply.com �}° L3 STEEL EDGING � ���'`� 6. CROWN LANDSCAPE ISLANDS TO 6" HEIGHT, TYPICAL AND UNIFORM H �.l. � NORTH E. BACKFILL: USE EXISTING NATIVE SOIL (no amendments) WATER 1 YUC FIL _,,P' 16 FIC PUM ' THROUGHOUT THE SITE. � � � � O THOROUGHLY TO ELIMINATE AIR POCKETS. 3. INSTALL VERTICAL STAKES FIRST; THEN PRE-DRILL & � / �` 62 ROS OFF ' �"`'� 7. PLANTING BEDS AND LAWN AREAS SHALL BE SEPARATED BY STEEL EDGING � � INSTALL LATERAL SUPPORTS. � � O FUNGI: APPLY DIVERSE ARRAY MYCORRHIZAE ENDO/ECTO / P3 PLANTER � � (L-31. CUT STEEL EDGING AT 45 DEGREE ANGLE WHERE IT INTERSECTS W INOCULANT;** APPLICATION RATE PER MANUFACTURERS 4. WHEN CONDITIONS EXIST WHICH PREVENT VERTICAL (3) PLANTERS P3 ���� 4 CUP SEM WALKS AND CURBS. W � SPECIFICATIONS. ST ES FRQM E�TENp�NG � % TIMESI NT pPARENT DECORATIVE � ' 8. TOP OF MULCH SHALL BE 1/2" MINIMUM BELOW THE TOP OF WALKS AND Q � ' M�RIAL (ie. rock), THE CON'�RACTOR SHALL INSTALL LEU FRU 3 _ � _ � CURBS. � � � �� � G�. RIVER ROCK TO MATCH ADJACENT STAKES AS DEEP AS POSSIBLE. f CONCRETE � PARKING LOT MATERIAL. i DECORATIVE OF. i B H. VERTICAL STAKES: 2in. by 2in. UNTREATED #1 LUMBER LENGTH 5. LATERAL SUPPORTS SHALL BE ORIENTED AS SHOWN IN CONCRETE � � 3 LEU FRU ,��� HARDINESS ZONE: � W O PLAN VIEW. (shown left) � . � Z ROOVT BALA�STAKES TO EXTEND 1 %2 TIMES THE HEIGHT OF / P3 PLANTERS (3) Z r � � 6. QUESTIONS ABOUT INSTALLATION OR FABRICATION OF `, r 1 . WESTLAKE, TX IS IN USDA HARDINESS ZONE 8A: 10F TO 15F BELOW-GROUND STAKING SHALL BE DIRECTED TO 9 CUP SEM 2. ALL PLANT MATERIAL SHOWN IS AT LEAST HARDY TO USDA HARDINESS ZONE O 10. LATERAL SUPPORT: 2in. by 2in. UNTREATED #1 LUMBER. LANDSCAPE ARCHITECT. � � �� 8 OR LOWER (SOURCE: MONROVIA PLANT DATABASE, USDA PLANTS � LENGTH OF LATERAL SUPPORTS TO BE ��� '` ������ � DATEBASE 1 /z TIMES DIAMETER OF ROOT BALL. 7. ALSO REFERENCE SPECIFICATIONS SECTION 02900. ��� � � � � ',. �'�.. � � � ���� � DECORATIVE . � � �� coNCRE-rE IRRIGATION NOTES. - ILE VOM 12 ���� � � � TREE PLANTI NG DETAI L NOT TO SCALE � i � 3 �EU FRU �� � 1 . LANDSCAPING IS TO BE IRRIGATED IN ACCORDANCE WITH CITY STANDARDS. � LAN MON 172 �� . � 2. IRRIGATION SYSTEM DESIGN AND INSTALLATION TO BE PERFORMED BY O� MUH CAP 16 � � � P3 (3) PLANTERS LICENSED IRRIGATORS IN ACCORDANCE WITH CITY AND STATE STANDARDS. W ` _____. _ _-� M� NAS TEN 15 � 3. IRRIGATION SYSTEMS ARE TO BE FITTED WITH RAIN AND FREEZE GAUGES IN � PLANT LI ST ;- ACCORDANCE WITH CITY STANDARDS. CONTRACTOR TO VERIFYALL QUANTITIES PER PLANS � � � ��M,roF , , _ � THUNDER TURF NOTES: O \ OO 2016 MERRIMAN ASSOCIATESI ARCHITECTS,WC. CANOPY TREES ORNAMENTAL GRASS & XERIC PLANTS � ���NT���� % RK� � T IFY I � � COMMON BOTANIC �4/�/ , \ _ _ - 1. CONTRACTOR 0 SCAR , R P, AND LOOSEN ALL AREAS TO BE SEEDED TO A REVISIONS QNTY. SYMBOL NAME NAME SIZE HEIGHT QNTY. SYMBOL COMMON NAME BOTANIC NAME SIZE HT. A �F� /Vjq � _ _ 2. ENSURE REA TOIBE SE�EDED HAVEI BE NF INE GRADEDT WEDEDSULARGE DRRT C ODS, AND CONSTRUCTION DEBRIS SHALL BE REMOVED. 7 QUE VIR LIVE OAK Quercus 3" CAL. PER (� 1 14 NAS TEN MEXICAN FEATHER GRASS Nassella tenuissima 3 GAL. 1 8" ���_, R / // � 3. INSTALL 1" DEPTH LAYER OF THUNDER DIRT (GEO GROWERS 1-512-288-4405) SOIL 4 CAL. INDUSTRY � � � virginiana 6" CAL. STANDARDS �• � � � � � � AMENDMENTS PRIOR TO THUNDER TURF SEEDING AT 45.2 OZ. PER SQ. FT. �,� 181 MUH CAP PINK MUHLY GRASS Muhlenbergia capillaris 3 GAL. 1 8" � � 4. MULCH NEWLY PLANTED SEED WITH UNROTTED, WEED FREE WHEAT STRAW AT A � 4 QUE SHU RED OAK Quercus 3„ CAL. PER NORTH RATE OF 2 BALES PER 1,000 SQ. FT. THROUGH ESTABLISHMENT. + 4 CAL INDUSTRY �} 10 HES PAR RED YUCCA Hesperaloe parvifolia 5 GAL. 24" LANDSCAPE PLAN 5. IF INSTALLATION OCCURS BETWEEN SEPTEMBER 1 AND MARCH 1, OVER-SEED shumardii 6" CAL. STANDARDS O� BERMUDA GRASS SOD WITH WINTER RYEGRASS, AT A RATE OF FOUR (4) POUNDS 3 ULM PAR LACEBARK Ulmus 3" CAL. 10'-12' HT., � 25 YUC FIL COLOR GUARD YUCCA Yucca filamentosa 5 GAL. 24" 0 10 20 30 40 60 PER ONE THOUSAND (1000) SQUARE FEET. 6. SEEDED AREAS TO HAVE ONE HUNDRED (100) PERCENT COVERAGE PRIOR TO FINAL ° ELM parvifolia 5' SPREAD SCALE IN FEET: 1 " -20'-0" ACCEPTANCE. {��.., PERENNIALS & GROUNDCOVER PLANTS - 7. WATER THOROUGHLY THROUGH ESTABLISHMENT. r' '� 3 EXISTING POST OAK TREES. SIZES VARY PER PLAN. MATERIALS LEGEND s ' � CONTRACTOR TO PROTECT IN PLACE QNTY. SYMBOL COMMON NAME BOTANIC NAME SIZE HT. \t�-��`� NOTE: REF. PLAN FOR NEW LIVE OAK AND RED OAK CALIPER SIZES � 170 LAN URT TEXAS LANTANA Lantana urticoides 1 GAL. 12" ORNAMENTAL TREES �` 46 RUD FUL BLACK-EYED SUSAN Rudbeckia fulgida 1 GAL. 12" LANDSCAPE ELEMENTS. �_3 STEEL EDGING: p_� CAST CONCRETE PLANTER: QNTY. SYMBOL COMMON NAME BOTANIC NAME SIZE HT. � . „ FINISH/COLOR: POWDER COAT BLACK MODEL: LARKSPUR 24" SIZE: 36" X 36" X 24" HT. COLOR: PALOMINO 5447 375 LAN MON TRAILING LANTANA Lantana montevidensis 1 GAL. 6 �_� PLANTING MEDIUM: SIZE: 3/16" THICK x 4" x 16' LENGTH SUPPLIER: LANDSCAPE FORMS LARA MOFFIT 269.337.1309 � 41 CUP SEM ITALIAN CYPRESS Cupressus sempervirens 36" BOX 10' „ MANUFACTURER: JD RUSSELL (DURAEDGE) INSTALLATION: PER DETAIL 07 THIS SHEET � 387 ROS OFF TRAILING ROSEMARY Rosmarinus officinalis 1 GAL. 6 PROFESSIONAL BEDDING MIX (LOCATED IN INGROUND PLANTING BEDS) PROJECTNUMBER: O 3 OLE EUR MISSION OLIVE Oleo euro aea 'Mission' 36" BOX 6' �� SUPPLIER: LIVING EARTH TECHNOLOGY COMPANY CONTACT: 270.826.7008 800.888.6872 p NOTE: LAN MON & ROS OFF TRIANGULAR SPACING - 12 O.C, INSTALLATION: PER DETAILS 03 & 06 THIS SHEET P_2 CAST CONCRETE PLANTER: 2015148 VINES & TURF CONTACT: LORA HINCHCLIFF; 214.673.3341 � �� �� �� �� issuE: 3 CHI LIN DESERT WILLOW Chilopsis linearis 36" BOX 6' COMMON INSTALLATION: PER DETAIL 03 THIS SHEET MODEL: LARKSPUR 30 SIZE: 48 X 48 X 30 HT. COLOR: ADOBE 61078 QNTY. SYMBOL NAME BOTANIC NAME SIZE NOTES L_4 SUPPLIER: LANDSCAPE FORMS LARA MOFFIT 269.337.1309 FEBRUARY5,2016 DECOMPOSED GRANITE: INSTALLATION: PER DETAIL 05 THIS SHEET SHEETNAME: SHRUBS j;<<���;��;� 153 FIC PUM FIG IVY Ficus pumila 1 GAL. Fu���s�so��Ru`NERSMiN;s�"oc. L-2 PLANTING MEDIUM: COLOR: SUBMIT SAMPLES FOR APPROVAL LANDSCAPE PLAN 82% -BUFFALO GRASS SEED PER NATIVE AMERICAN PLANTER MIX LOCATED IN ABOVE GROUND PLANTERS: P-1 P-2 P-3 THICKNESS: 2" IN POTS 4" ON GROUND SIZE: 3/8 MINUS CAST CONCRETE PLANTER: QNTY. SYMBOL COMMON NAME BOTANIC NAME SIZE HT. � 2,078 sF THU TUR THUNDER (guchloe dactyloides) N�A SEED RECOMMENDATIONS � ' ' � ' P'3 TURF 17% - BLUE GRAMA GRASS (45.2 OZ PER 1,00o sn. FT. SUPPLIER: LIVING EARTH TECHNOLOGY COMPANY SUPPLIER: CUSTOM STONE SUPPLY CONTACT: CHAD AKIN 214-869-9048 MODEL: LARKSPUR 48" SIZE: 32" X 32" X 48" HT. COLOR: TERRA COTTA 10134 � 62 ILE VOM DWARF YAUPON HOLLY Ilex vomitoria 'Com acta' 5 GAL. 24" 1BoUtCURLYrMESQUITE OR 130 LBS. PER ACRE) CONTACT: LORA HINCHCLIFF; 214.673.3341 NOTE: INSTALL FILTER FABRIC BETWEEN DG MULCH AND SOIL MIX BELOW p (Hilaria belangeri) INSTALLATION: PER DETAILS 05, 07, & 08 THIS SHEET INSTALLATION: REF. DETAILS 05, 06, 07, & 08 THIS SHEET NSTAL ATIONNPER DETAI�L 08 THIS SHEE MOFFIT 269.337.1309 SHEET: � 49 LEU FRU COMPACT TEXAS SAGE Leucophyllum frutescens 'Compacta' 5 GAL. 24" NOTE: APPLY 1 " CLEAN SOIL (THUNDER DIRT, SEE NOTES THIS SHEET) TO ALL TURF AREAS PRIOR TO SEEDING THUNDER TURF �� � � GENERAL NOTES TOWN OF WESTLAKE GENERAL NOTES TROPHY CLUB � o � J ��O O �w`� 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" ����- �� c�����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 ��`' Medlin MEq00 s'� � � 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. s�� Cemetery Golf � Y �, MUNICIPALITY. CONTRACTOR MUST HAVE A COPY OF THE LOCAL MUNICIPALITY'S STANDARD CONSTRUCTION DETAILS ON SITE.. ��RSNS�'( YG�J�/ FA/ CourseSEMINOLE T J = - 2. ALL MATERIALS AND WORKMANSHIP SHALL BE SUBJECT TO INSPECTION BY THE TOWN OF WESTLAKE. THE TOWN RESERVES THE RIGHT TO ACCEPT OR ��PH o�,2°9 �P �i���r �_ = o � 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. `"<" oo �'oo F FRESHMEADOw mw Z `� e APPURTENANCES. LOCATIONS SHOWN ARE GENERALLY SCHEMATIC IN NATURE AND MAY NOT ACCURATELY REFLECT THE SIZE AND LOCATION OF EACH 114 � s�ti r�, �� Ess a x I �' w 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. � �NVERN PROTECTION OF EXISTING FACILITIES WHETHER SHOWN OR NOT. CONTRACTOR SHALL ALSO ASSUME RESPONSIBILITY FOR REPAIRS TO EXISTING \ � ��``r"�m i � Q Brown & Gay Engineers, IIIC. 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. � � � = 2595 Dallas Parkwa Suite 204 UTILITIES SHALL NOT BE A BASIS FOR ADDITIONAL EXPENSE. WESTLAKE � � INVERNE � y, 5. THE CONTRACTOR SHALL NOTIFY THE TOWN OF WESTLAKE AT LEAST FORTY-EIGHT (48) HOURS PRIOR TO COMMENCING CONSTRUCTION. N 0 Frisco, TX 75034 4. ANY CONTRACTOR / SUBCONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY � i' Tel: 972-464-4800 • www.brown a com 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. g y� SHALL INCLUDE BUT NOT BE LIMITED TO BERMS, DITCHES, FENCES, AND PLANTS. ANY REMOVAL OR DAMAGE TO EXISTING IMPROVEMENTS SHALL BE - TBPE Registration No. F-1046 REPLACED OR REPAIRED BY THE CONTRACTOR AT HIS EXPENSE AND SHALL BE APPROVED BY THE TOWN OF WESTLAKE. 7. AN ENGINEERED TRENCH SAFETY PLAN IS REQUIRED WHEN THE TRENCH DEPTH EXCEEDS 5'. 0� K�Nc; Contact: Will Janney 5. THE CONTRACTOR SHALL MAINTAIN ADEQUATE SITE DRAINAGE DURING ALL PHASES OF CONSTRUCTION. THE CONTRACTOR SHALL USE SILT FENCES (OR 8. BASED ON OUR UNDERSTANDING AND THE INFORMATION PROVIDED BY THE TOWN, THE WATER AND SANITARY SEWER LINES COMPLY WITH THE WATER o 114 � Tel: 972-464-4835 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 2015 PROPERTIES. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE, OR LOCAL EROSION CONSERVATION, AND SILTATION ORDINANCES. � e�-�O �'� CONTRACTOR SHALL REMOVE ALL TEMPORARY EROSION CONTROL DEVICES UPON COMPLETION OF PERMANENT DRAINAGE FACILITIES AND THE WATER NOTES: a SOLqNq ESTABLISHMENT OF A STAND OF GRASS OR OTHER GROWTH TO PREVENT EROSION. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING PERMITS AND � ��r APPROVALS BEFORE CONSTRUCTION BEGINS. 0<0 1. CONTRACTOR SHALL PURCHASE A COPIE(S) OF THE TOWN OF WESTLAKE ENGINEERING STANDARDS, LATEST EDITION, AND FOLLOW SAID STANDARDS DOVE ROAD o,`'�`s 6. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN NEAT AND ACCURATE CONSTRUCTION RECORD PLANS. A COPY OF THESE RECORD PLANS ARE DURING CONSTRUCTION. o �'�9,� TO BE SUBMITTED TO THE ENGINEER UPON COMPLETION OF CONSTRUCTION. = y''F 2. ALL WATER LINES, FITTINGS, AND APPURTENANCES SHALL BE IN ACCORDANCE WITH THE TOWN OF WESTLAKE ENGINEERING STANDARDS, LATEST �ood v�i 7. CONTRACTOR SHALL USE ALL NECESSARY SAFETY PRECAUTIONS TO AVOID CONTACT WITH OVERHEAD AND UNDERGROUND POWER LINES. THE EDITION. ALL WATER SERVICE CONNECTIONS TO BE FORD COMPRESSION FITTINGS. ALL BENDS TO HAVE RETAINER FITTINGS (MEGA-LUG�. USE DOMESTIC `�`t� a CONTRACTOR SHALL REVIEW AND VERIFY ALL DIMENSIONS SHOWN ON THE PLANS AND ALL FIELD CONDITIONS THAT MAY AFFECT CONSTRUCTION. DUCTILE IRON FITTINGS ONLY. `� 8. SHOULD DISCREPANCIES OCCUR, THE CONTRACTOR SHALL NOTIFY THE ENGINEER TO OBTAIN THE ENGINEER'S CLARIFICATION BEFORE COMMENCING WITH 3. ALL FIRE HYDRANTS SHALL HAVE ONE (1) HYDRA-STORZ CONNECTION AND TWO (2) 2.5" HOSE NOZZLES, SHALL HAVE A MINIMUM MAIN BARREL VICINITY MAP # THE CONSTRUCTION. 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 (NOT TO SCALE) DEVELOPER ARTICLE IV, SECTION 2.H.5 OF THE TOWN OF WESTLAKE ENGINEERING STANDARDS AND AGREED TO BY THE TOWN. 9. CONTRACTOR TO DISPOSE OF ALL EXCESS EXCAVATION MATERIALS AS DIRECTED BY THE OWNER. CENTURION AMERICAN 4. UTILITY CONTRACTOR SHALL PLACE APPROPRIATE LOCATION MARKS ON THE CURBS PER THE TOWN OF WESTLAKE ENGINEERING STANDARDS. 1800 Valley View Lane, Suite 300 10. THE CONTRACTOR SHALL TAKE ALL AVAILABLE PRECAUTIONS TO CONTROL DUST. CONTRACTOR SHALL CONTROL DUST BY SPRINKLING WATER, OR BY OTHER MEANS APPROVED BY THE TOWN AND ENGINEER, AT NO ADDITIONAL COST TO THE OWNER. 5. ALL WATER MAINS SHALL BE PVC AWWA-C900, DR18, CLASS 150 UNLESS NOTED OTHERWISE. Farmers Branch, TX 75234 Contact: Michael Beaty 11. ALL EXCAVATING IS UNCLASSIFIED AND SHALL INCLUDE ALL MATERIALS ENCOUNTERED. UNUSABLE EXCAVATED MATERIAL AND ALL WASTE RESULTING 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 Te1: 214-287-9009 FROM SITE CLEARING AND GRUBBING SHALL BE DISPOSED OF OFF SITE BY THE CONTRACTOR AT HIS EXPENSE. USED. VALVES TO BE EXTENDED TO WITHIN 1 OF GROUND IF MORE THAN 48 . 12. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY ENGINEERING AND SURVEYING FOR LINE AND GRADE CONTROL POINTS RELATED TO EARTHWORK. 7. FIRE HYDRANTS SHALL BE LOCATED 6' BEHIND THE BACK OF CURB (MIN). 13. THE CONTRACTOR SHALL SALVAGE AND PROTECT ALL EXISTING POWER POLES, SIGNS, MANHOLES, TELEPHONE RISERS, WATER VALVES, ETC. DURING g, CONTRACTOR SHALL CLEAN THE WATER MAIN BY INSERTION OF "POLY PIGS" AT DESIGNATED LOCATIONS. COST FOR "POLY PIG" CLEANING WILL BE THE MOORELAN D ALL CONSTRUCTION PHASES. RESPONSIBILITY OF THE CONTRACTOR. Enginscrin9 • Devrlo�mcnt • ��o�:truCtir.n 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 g, ALL DOMESTIC WATER SERVICES SHALL BE 2" CLASS 200 POLYETHYLENE. MOISTURE AND MECHANICALLY COMPACTED TO 95 PERCENT STANDARD PROCTOR FOR ALL UTILITIES. 15. ALL PROPOSED GRADING WHERE ANY BUILDINGS MAY POTENTIALLY BE CONSTRUCTED SHALL BE AT OR ABOVE OPTIMUM MOISTURE AND MECHANICALLY 10. CORPORATION STOPS SHALL BE FULL OPEN PRIOR TO BACKFILL. COMPACTED TO 95 PERCENT STANDARD PROCTOR. ALL OTHER GRADING SHALL BE AT OR ABOVE OPTIMUM MOISTURE AND MECHANICALLY COMPACTED 11. CURB STOPS SHALL BE TESTED FOR FULL FLOW WHEN THE SYSTEM IS PRESSURE TESTED. �wI� Q Q TO 90 PERCENT STANDARD PROCTOR. CONTRACTOR WILL HAVE TO COORDINATE WITH THE UTILITY COMPANIES FOR ANY REQUIRED UTILITY V ADJUSTMENTS AND / OR RELOCATIONS. 12. METER BOXES SHALL BE FURNISHED BY THE CONTRACTOR AND LOCATED 6' BEHIND THE CURB. Q � W � � 16. EROSION CONTROL DEVICES AS SHOWN ON THE GRADING AND EROSION CONTROL PLANS FOR THE PROJECT SHALL BE INSTALLED PRIOR TO THE START 13. WATER MAINS TO BE LOCATED PER THE PLANS. U � � � OF LAND DISTURBING ACTIVITIES ON THE PROJECT. � � � 14. METER BOXES SHALL BE ADJUSTED TO FINISH GRADE AFTER PAVING CONTRACTOR COMPLETES THE BACKFILL OF CURB. � 17. ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED IN ACCORDANCE WITH THE APPROVED PLANS AND SPECIFICATIONS FOR THE PROJECT. CHANGES � � ? ARE TO BE APPROVED BEFORE CONSTRUCTION BY THE DESIGN ENGINEER AND THE TOWN OF WESTLAKE. 15. EXTEND SAMPLING POINT 2' ABOVE EXISTING GRADE AND END WITH A 1" CURB STOP. SAMPLING POINTS WILL BE DETERMINED BY THE CONSTRUCTION 7 18. IF THE EROSION CONTROL PLAN AS APPROVED CANNOT CONTROL EROSION AND OFF-SITE SEDIMENTATION FROM THE PROJECT, THE EROSION CONTROL �NSPECTOR. ❑VERALL LEGEND Z � ` w O 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. FH � O � U 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 � PROPOSED FIRE HYDRANT 17. CHLORINATE WATER LINES AT 500 PPM FOR FORTY-EIGHT (48) HOURS. CHLORINATION IS ACCEPTABLE DURING THE PRESSURE TEST. � C , Q Q EROSION CONTROL PLAN. OFFSITE BORROW AND SPOILS AREAS ARE CONSIDERED PART OF THE PROJECT SITE AND THEREFORE SHALL COMPLY WITH v w M � THE TOWN OF WESTLAKE EROSION CONTROL REQUIREMENTS. THESE AREAS SHALL BE STABILIZED WITH PERMANENT GROUND COVER PRIOR TO FINAL 18. FLUSHING AND CHLORINATION SHALL BE COORDINATED WITH THE CONSTRUCTION INSPECTOR. SSMH z � PROPOSED SANITARY W � APPROVAL OF THE PROJECT. � Q � � � Q 20. THE CONTRACTOR SHALL ABIDE BY ALL APPLICABLE FEDERAL, STATE, AND LOCAL LAWS GOVERNING EXCAVATION. THE CONTRACTOR SHALL PROVIDE 19. ALL TAPS ON EXISTING MAINS SHALL BE WET TAPS. NO SIZE-ON-SIZE TAPS ALLOWED. MANHOLE U � � Q � W DETAILED PLANS AND SPECIFICATIONS FOR TRENCH SAFETY SYSTEMS THAT COMPLY WITH APPLICABLE LAWS GOVERNING EXCAVATION. THESE PLANS PROPOSED STORM INLET � 20. EXISTING VALVES SHALL BE OPERATED BY CITY PERSONNEL ONLY. ONCE THE NEW WATER LINE IS ACTIVATED AND PASSES BACTERIOLOGICAL TESTING, � J C� Y 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 \ Z TO THE OWNER PRIOR TO COMMENCING WORK. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL ASPECTS OF WORK RELATED TO Q-O PROPOSED STREET LIGHT � Q � _ Q EXCAVATION. w J SANITARY SEWER NOTES: EXISTING TRANSFORMER Q � _ � m � � 21. THE CONTRACTOR SHALL COORDINATE OPERATION OF ALL EXISTING VALVES WITH THE TOWN OF WESTLAKE. THE CONTRACTOR SHALL BE SOLELY z � > w W � RESPONSIBLE FOR SITE TRENCH SAFETY DURING ALL PHASES OF CONSTRUCTION. 1. CONTRACTOR SHALL PURCHASE A COPY OF THE TOWN OF WESTLAKE ENGINEERING STANDARDS, LATEST EDITION, AND FOLLOW SAID STANDARDS DURING `- EXISTING STREET LIGHT Q � > � CONSTRUCTION. � � a 22. THE CONTRACTOR SHALL VERIFY AND COORDINATE ALL DIMENSIONS SHOWN INCLUDING THE HORIZONTAL AND VERTICAL LOCATION OF GRATE INLETS EXISTING GAS METER � � � � AND ALL UTILITIES CROSSING THE STORM SEWER. 2. ALL SANITARY SEWER LINES, FITTINGS, AND APPURTENANCES SHALL BE IN ACCORDANCE WITH THE TOWN OF WESTLAKE ENGINEERING STANDARDS, � � Q Q `� LATEST EDITION. EXISTING ELECTRIC MANHOLE IZ � Z �0 23. THE SITE UTILITY CONTRACTOR SHALL PROVIDE ALL MATERIALS AND APPURTENANCES NECESSARY FOR COMPLETE INSTALLATION OF THE STORM SEWER. N THE TOWN OF WESTLAKE SHALL INSPECT ALL PUBLIC IMPROVEMENTS. 3. THE SANITARY SEWER SERVICE LINE SHALL BE EXTENDED A MINIMUM OF 6 FEET PAST THE PROPERTY LINE. EXISTING SIGN U Q O � 24. THE CONTRACTOR'S BID PRICE SHALL INCLUDE ALL INSPECTION FEES. AS AN ALTERNATE, THE OWNER RESERVES THE RIGHT TO PAY THE INSPECTION 4. SERVICE LINES SHALL BE 4" PVC AND SHALL BE PLUGGED AND PRESSURE TESTED WITH THE MAIN LINE. � � � � FEES DIRECTLY TO THE TOWN. CONSTRUCTION STAKING TO BE PROVIDED BY THE CONTRACTOR, UNLESS OTHERWISE AGREED TO BY THE OWNER. 5. SERVICE LINES ARE TO BE LOCATED AT THE DOWNHILL SIDE OF THE LOT. � EXISTING FIRE HYDRANT 3 25. THESE PLANS DO NOT EXTEND TO OR INCLUDE DESIGN OR SYSTEMS PERTAINING TO THE SAFETY OF THE CONSTRUCTION CONTRACTOR IS ITS 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 6. THE TOP OF SEWER PIPE SHALL BE A MINIMUM OF 48" BELOW FINISHED GRADE. THE PURPOSE OF PRELIMINARY z SYSTEM THAT MAY NOW OR HEREAFTER BE INCORPORATED IN THESE PLANS. REVIEW AND ARE NOT INTENDED 0 7. 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 8. 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. Q 9. THE SEWER PIPE WILL BE PRESSURE TESTED IN ACCORDANCE WITH TNRCC LOW PRESSURE AIR TEST (SECTION 317.2 (a)(4)(B)). REFER TO MANHOLE � 28. WATER, SEWER, & DUCT BANK WILL HAVE DETECTOR TAPE INSTALLED BETWEEN EMBEDMENT AND NATIVE BACKFILL. DETAIL FOR ADDITIONAL TESTING REQUIREMENTS. cn RESPONSIBLE ENGINEER: ~ 29. THE CONTRACTOR SHALL VERIFY THE LOCATION, SIZE, AND MATERIAL OF ALL UTILITIES AFFECTED BY CONSTRUCTION PRIOR TO BEGINNING 10. ENGINEERED CASING IS REQUIRED WHEN CROSSING STREETS LARGER THAN COLLECTORS. BROWN & GAY ENGINEERS, INC. z TEXAS REGISTERED ENGINEERING Q CONSTRUCTION. CONTRACTOR SHALL CONTACT AND COORDINATE WITH ALL AFFECTED UTILITIES 48 HOURS PRIOR TO CONSTRUCTION. DIG TESS 11. NO SERVICES ALLOWED ON CLEANOUT STACK. FIRM F-1046 � 1-800-344-8377 WILLIAM R. JANNEY, P.E. Z 12. ELIMINATE DISCHARGE INTO THE EXISTING SEWER SYSTEM BY PLUGGING LINE AT CONNECTION. THE CONTRACTOR WILL BE BILLED FOR THE DISCHARGE TEXAS REGISTRATION N0. 108663 � 30. CONTRACTOR SHALL LOCATE AND ADJUST EXISTING UTILITY MANHOLE LIDS, CLEANOUTS, WATER VALVES AND OTHER SURFACE APPURTENANCES AS DURING CONSTRUCTION. JANUARY 14, 2016 L REQUIRED FOR NEW CONSTRUCTION. CONTRACTOR SHALL COORDINATE UTILITY ADJUSTMENTS WITH OTHER DISCIPLINES AND THE APPROPRIATE UTILITY `i AGENCIES AND PROVIDE FOR ALL FEES FOR PERMITS, CONNECTIONS, INSPECTIONS, ETC. THESE ADJUSTMENTS SHALL BE CONSIDERED INCIDENTAL TO 13. UTILITY CONTRACTOR SHALL PLACE APPROPRIATE LOCATION MARKS ON THE CURBS PER THE TOWN OF WESTLAKE ENGINEERING STANDARDS, LATEST i i CAUTION ! ! � THE CONSTRUCTION CONTRACT. EDITION. � Contractor to Verify exact location a 31. THE CONTRACTOR SHALL PROTECT EXISTING PROPERTY MONUMENTATION AND PRIMARY CONTROL. ANY SUCH POINTS WHICH THE CONTRACTOR 14. PIPE MATERIAL FOR WASTE WATER LINES SHALL CONFORM TO THE NOTES SHOWN ON THIS DRAWING AND TO THE REQUIREMENTS OF THE PROJECT & Depth of Exlst Facilities Prior to � BELIEVES WILL BE DESTROYED SHALL HAVE OFFSET POINTS ESTABLISHED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. ANY MONUMENTATION 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 any Construction Activities ° DESTROYED BY THE CONTRACTOR SHALL BE REESTABLISHED AT HIS EXPENSE. 10'. EMBED SEWER PIPE IN ACCORDANCE WITH LOCAL MUNICIPALITY DESIGN STANDARDS. � CAUTION ! ! ! � 32. BARRICADING AND TRAFFIC CONTROL DURING CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL CONFORM TO THE coNTACT: 1-800-DIG-TEss � LATEST EDITION OF THE 'TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES", PART VI IN PARTICULAR. TRAFFIC FLOW AND ACCESS SHALL BE 15. WATER AND WASTEWATER LINES SHALL BE LOCATED A MINIMUM OF 9'APART (CLEAR DISTANCE). WHEN SEPARATION CANNOT BE MAINTAINED, SANITARY �8 HOU�s PR�oe To CONST�i�iCT�oN o MAINTAINED DURING ALL PHASES OF THE CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING TRAFFIC SAFETY MEASURES FOR WORK SEWER SHALL EITHER BE ENCASED IN CONCRETE OR UPGRADED TO PRESSURE PIPE (MIN. SDR 26). oON PROJECT. Q 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. � 0 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. � CONDITION THAT THE REAL PROPERTY OR EXISTING IMPROVEMENTS WERE IN PRIOR TO THE DAMAGES. THIS RESTORATION SHALL BE SUBJECT TO THE � 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. .� 0 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 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 � B. PROVIDE ACCESS TO ALL DRIVES DURING CONSTRUCTION. HIGH DENSITY POLYETHYLENE (HDPE) BELOW 18"IN DIAMETER. DRAWN BY: � 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 � 37. THE CONTRACTOR IS RESPONSIBLE FOR KEEPING SIDEWALKS ADJACENT TO THE PROJECT FREE OF MUD AND DEBRIS FROM THE CONSTRUCTION. DATE: � 2. FILL MATERIAL SHALL BE COMPACTED TO A MINIMUM 95 PERCENT OF MAXIMUM DRY DENSITY AS DETERMINED BY THE STANDARD PROCTOR TEST, ASTM � 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 � 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. PROJECT NUMBER: �° PAVING NOTES: � 39 MUNICIPA IRYCTOR SHALL BE RESPONSIBLE FOR ALL COORDINATION, INSPECTION, AND TESTING AS REQUIRED BY THE OWNER AND/OR THE LOCAL 1. CONTRACTOR'S WORK SHALL INCLUDE PAVEMENT REMOVAL AND DISPOSAL REQUIRED FOR NEW WALK, DRIVE, CURB, GUTTER AND OTHER PAVING Sh eet N O. U 0° ?o FEATURES. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COORDINATION, INSPECTION AND TESTING REQUIRED BY THE OWNER AND/OR THE LOCAL �� 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 wi Z 2. PAVING SECTIONS SHALL BE SAWCUT IN 15' X 15' SQUARES. k w`� 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. QQ �N 4. CONCRETE PAVING JOINTS SHALL BE CONSTRUCTED AS RECOMMENDED IN THE GEOTECHNICAL REPORT NOTED BELOW. �� �z ° 5. S I T E P A V I N G A N D P A V E M E N T S U B G R A D E S H A L L B E P R E P A R E D I N A C C O R D A N C E W I T H T H E G E O T E C H N I C A L R E P O R T N 0. M S 1 5 3 4 9 0 R 2 P R E P A R E D B Y E W I � AND DATED SEPTEMBER, 2015 mo ' ,.%=";����/� . _ _ . . l''� � __ — l' _ TROPHY CLUB o o � - �- _ � __ -- - _ - i � �� ° �,�' '' ` ` � ` ___ -' -�" �R� �j CRE�'� 0� G�`'� c~-i BOB JAMES � -- __ - ,___ _ ��.`'� Medlin MEA00� `i. �� - _ 5�,,� Cemetery Golf y � . ��R`� S�'( ��,JO Course r a o � _. _ � _ ._- -- �" `- SV� TR�pF1Y 2 FAIF�,q SEMINOLE �-� � v _ ._. �'��i �P ��lq y w= _ �o v� _.. __ _ _- - f - 114 ��9 voo �O��L r FRESN MEADOw W a Z � Q , `,, . � �- __ - _- , _ __ - - . __ \ � o=��� J � S�G U' �u� �NVERNESS a x w - � . � � z � a Brown & Gay Engineers, Inc. _ _ D - Lv �-J WESTLAKE � � r� INVERNE � 2595 Dallas Parkway, Suite 204 , S � - _ �/� � � � � Frisco, TX 75034 __ _ - AV► _ - � . _ ,. -- - o .w �� � --- R. �\ � _.-=�' � ;'� Tel. 972-464-4800 • www.browngay.com __ __ ._ WIDTH _----- -- ------ �_ _ ,- �� ;� -- ' !,`_- =. ,�-�_ �__ — % TBPE Registration No. F-1046 , ( v AR� AB / _ \ ��� "'"c Contact: Will Janney � � ��� Tel: 972-464-4835 ___ / � __ � --- o '� � �' REM-9��64 LF EXISI�P1 B o � ' Copyright 2015 ;;- . � , , �rr--= / � i INSTALL LONGITUDINAL BUTT JOINT _—� > SOLANA g�� i � a �- _- o _ � _� J= � --`= � __-%'' REMOVE 42 LF EXISTING CURB ^_,,.�� — � '� ' , �<o�`r _._ ---f R 72 �j`�j� - _�___ --__'- --`-------�" �_� ' -'_= `"� ' DOVE ROAD O��S, -�f _a.___ ___- -_--a�� RE' OVE _ ,�-% � INSTALL LONGITUDINAL BUTT JOINT _ - � _ _ � �. �. -------------- ---~- 9 LF EXI_�TING CURB / �, ° J 9 �_�_ n � � n . -" - _—.__"- - I_ � J, _ __ . . o O ��Cn __ _ _�-'_ ..�-� �.� __`--_'---_-" _ —_ ,-: � �j f f�_------�" __ _______�..�--=-�=_=�= _-� � � I N S TA L L O N �J Qti4 A L B U TT_�1D.1 pl�- 3 ' , , ooa N __ ,. '' -�`-� REMOVE 87 LF EXISTING CURB, _ -_-_--- ��j``._ R ° o ° �' �``�� � ` f - -- ,�_e--- _ _ _---- ,_ _�___- _-------- _ INSTALL _LONGI�}I�-�t�l7TT JO1N-T '" \ � � �'' ----- -� -' R30' \ °� ' VICINITY MAP ` � � __ __�-- -- -- - �- , ; �_�--- � � �'" REMOVE 6 XISTING CURB _ _— '` _ ,� , o �s R10' �" o° R3' > (NOT TO SCALE) DEVELOPER r , __�- ,,;% INSTALL CONGITUDINAL BUTT JOINT R8 " =� � ' O � � h � � �� — � ��'' � ° o ' � � � 5p o t:�a CENTURION AMERICAN , ,- o � � � � � o �//, / � � p o 0 0 ` �' ° �� � ' o � R30 '� o � � ° � � � \� 1 �� LS 1800 Valley View Lane, Suite 300 `-- 1 ,� -� � �° � \� �♦ i -- � � 2� �' °\ �� ° ° ` � o �� � Farmers Branch, TX 75234 - .� l___�- � V o ` _ c o/ �� n � � o e �r�� .,,..�t � v / R8.9 (� � �:� _.. 1'.f �� ° �� o V n -�'� � e � v o W n � L \ v c �r�� 1 0 0 ��, e � � , -+ o ° o , -- ,, � ,� � R3 0 ,. �i o � _ _ - - p �� � � Contact: Michael Beaty '� � � o `�, � �� ,.o � � � , � , � r L - 1 R3� �,� Tel: 214-287-9009 o � o p o , c o V o � � � e �� � � ° o p v o 1� D I � l 1 � ��� pp � p � � � o��� � i � � V o p �V v � �o � • � c o � � � vo p n o � o � � p o n R10'� ;i� o V o� � R3� V� � ° _ q v � 1 �� I ��` V ��tp v� � — �n �T�1 I` p p � p � � o p o �/1 � �^o � 1 1 0 ' � v ° n � c o �' v ° o V' � � p ',�f p �V � � � �� � ro� � o � � � � � . n� � �'�\ N� ,�y (� MO RELAN D 0 0 00 � , � /� � , °`� � o � �V� � o N o v� v o � ° o D \� � oc v � v� W,,/ a' � � _`� I I\5'E7� ' � 6 Eng�n�orn'l;� . ���vrl:,�.rt�:�nt • �,��:tf.iC:i:f� , o o �..- flJ� �V o o �\' p -� � \ c o \ p v p 'Pj��V� b �1 �� - '- p o ° \ � o o �'p �' �n � m✓ ° �� \ ,�/ V''� v � I J I � � � Y '', _— _-o � pu �V � D � � o° `� o � � � o o \� � ° ' \ p � V� � � L �v ' � _ ', 1 � o + o v � o p° \� v V � o � �� � ° \ � o ° � ti -_ �3' ' � � � ° � 4 -- , o � �R p ° � �,� r °1 ��'i� REMOVE 7 LF v p o � � v \V � c o v o ° � N c � V o ° � �V v c �� � v ° v p ° V o 0 � � p v ' � ° o o p \ ° v � ° �'a �`� EXISTING CURB _ � � � +`' o ° �� , �Co± , R10' , � � , , P � �' � p , °�� o � � � Horizontal Scale: 1" 20' po o � o 0 o p p o p p � �3 o INSTALL w � � R3 �' � � ��� � � 1 ��� ° � ° ° �' ' o °� 1 ` R 1 � � p � �� �� �� LONGITUDINAL (� X `�.,� `, � � ' , oo ° �� � � '� °� � o R5', � , � ��, � � , ' � o p oo v � �' � o ���o �%� R3, ` �- � � BUTT JOINT 0' 20' 40' Q � W t ° � (r� L _ � 0 18 �T�/ � p � � 0 o v V o p V \ ����l' y � Z° c v �J V V � � v V n � v \V � � � � � N'� � 1�•/ o ° D� ° ° l�-6 � �� o o ` ° o << o � ° � � o R�� o _� � � � o � ° � ��� o �� o �� 11 '� � v � a � �, �V �� � R3 0 ° � V n � 4s p �° o V c �� no � \�' 1 1 �� . � ° � ' ' I � � ��E I V � v � � � r o � 1 �V W o p o � p � �O+ r p ° �V o � p' \ p o �R10 � � � o Q1 � o � � 7 � � t � �' g � � R1� / � o ��' � o o � ° � � � ° o I 1 Ul� � � v ` `/'► O ' � � � � � � o ° � � v E V � O � � � no o � � o z vJ o , ��S o � o , , � � o ��� o ° R,3.1 , o� � ��1 � , �� w U � Q _ p � Z � ` o V � o �V � � I o V c� � ° \ o � � I\� / q � J� ° � Q I I I N � `" �� � � �� V � c �� o �� ° o \� o n ` ° �V � � � o� � �\ W L.V � � / Ib _ 1' 1'��, v � O ° \' c �v RU� v o � o°� � v � 2 v n � ° o \ ��• � p\ /�� �p �� � op � O V � 't 1 n ° �� o °\\o � o p ° n o �V \ °(��V// /� c/� °�o �" � U � � L.1� �,� � � o 0 o c 7 A ° �� � � /'►/ � � � � p °�V o � o ` o op e � �/ /� � �a � / p o � o Ll. O �- �� / \ v v � � \ ° \VQ o\ � o � / o� ' �� /r � � � � Q �i� � �� i' � o � V �� p V ° o � � c � � v � / p � � ��\� � � o � IA3� � � �� � � � � (� � `/ �//�� � V.Z' / / � � � ��' c D O o �� � o n /y � ` \ / �v � � � r � �3 0 ` o c p �V c / V � �V � o ` /� �// � Z � �' ° o � n � ° \ o p �� � ��� � ° � v n � � �� ° �� o �' � �e � V p � A �/ � �� � � � � � � ,�' '� o � � � �� R3 , , R8 � , �� LS W \ Z Q � �� � � ` � o o � � � o p _ � .!'' / � � c v V � �,, l �" n ' � � v \ v '. �' ,/ r' o n � ° V n IA 2 2 ,4�, �\ ,, 9, _� � � � � ' `� � , ,- o 0 0 �_, o � /� 0 ', - � ----_ �� J/r' �- � o � o_�, o � R 3 o � � \ � � � �' �/ � J � � � ' � � � Q L�� \/♦ � � i �, — ._�—.. _ __. ._ _ ':_.. -- . j, p o \ p v c p V v � o � � � V � � f� � � � � no V � � � c o p � v n � v � � NJ � � � c � p ° n V �. � � ° o � o � � � I REMOVE 9 LF EXISTING CURB / -�/ � o ° � , v � �' °� , �� ' g� ° � o ,, �v , ' ° � D p O �� , Q W � ; INSTALL LONGITUDINAL BU�INT f � o � ° � � � V ° � n � o {��� p o p � o U � o 0 0 � p m \� o c "`oS, 14Jr ° o'�' c ' ��' L.L � � � � Y "�_.--.,_.. . � 0 0 � M1�,, .,...... � o � Y� � � � v \� / � � � �v v/ J \ / I o G v � �'I ________ O � O C � • � � � � � V� � � \ n o ° 1� v o � o p � � ��� � � p V � � O � �:���� ' c ,A �V � o n� o p � o L a {; � � p o 0 o Z � � \ `� `,I � °� - - - -�j o ' ° \�' �, �� � ° ' REMOVE 29 LF TING CURB ' `�' � W Q � S � � ' - _ �- L _ � �o`� o � o p INSTALL LONGITUDIN TT JOINT �, o�` U O � � — _ -�, � �— 0 0 � � � � < � o � N � � °y l �V v � � � � v o � ����� ° - - L�_ � o ° � I � ' THESE PLANS ARE ISSUED FOR °' ,, -�L _ _� � ,, , THE PURPOSE OF PRELIMINARY � '�'�, I � ° `' � REVIEW AND ARE NOT INTENDED o FOR CONSTRUCTION. Z , � ��, WHEN ISSUED IN 0 0,� R3 ��,�� o , �� FINAL FORM THEY WILL BE � � , ' SEALED, SIGNED AND DATED. � y� \ o ° '� � �� ,� o i ' 24� REMOVE 61 L ISTING CURB s ,%'��` INSTALL LONGI UDINAL TT JOINT , � ° ` � ' � ° RESPONSIBLE ENGINEER: a � ° � �' O ' BROWN & GAY ENGINEERS, INC. o , � o 0 �; � %r' o o ' � TEXAS REGISTERED ENGINEERING . � ° $' , ° ° ' k o FIRM F-1046 ; R�� �, ��o � i _ WILLIAM R. JANNEY, P.E. Q o � � �`' o, TEXAS REGISTRATION N0. 108663 � / � , o o ° ' � ' o `' JANUARY 14, 2016 0 0 o v � \ � c N �� REMOVE 44 LF~� TING CURB � , � � � R�2 2 ° v � o � � ! !CAUTION ! , , o o INSTALL LONGITUDINA��JOINT �`'� �� - _� � ;� �� o , Contractor to Verify eXact �ocation ---__ a ' ' � -__ O �` ' , � ` R�� & Depth of Exist Facilitles Prior to _..... � ___ , � =� -_ �� � p o � , any Constructlon Activities _ ____,__ , � o . _ __ __ � �� , , o , �_ o � ' _ �_._ R3 ___ __ o v , � o� � o � o 0 � ` , PAVEMENT LEGEND CAUTION ! ! � `ti� R3 �1, (SEE GEOTECHNICAL REPORT) N �� � � �`�°�, � � �� ` R54' , R3 � ���+ �8 HouRs��PRioR 8 o coNSTRucTioN � � ��'° � � � � � � � �`' � ° � � AND�5.5"�3�600R SI�CONCRE4TE W� #3� REVISIONS o � o �,`� o °'� � R30' `o � ",`� ' o, � ° \ __ _ 'o °, � i BARS ON 18'� O.C.E.W. ON 6�� OF REV N0. DATE DESCRIPTION o \ �� ° � �, , ° � ° � � � � � LIME/CEMENT TREATED STABILIZED � �� _ , o o � �;a �' ° ' �' ' ' ° � ` SUBGRADE. SEE ARCH. PLANS FOR C ��l.i � o �� � \�� � � v o � � � `� � , � PAVERS TYPE AND LOCATION � � � � o�, o _ � ,� o� o R�4 p �� � �,. , \ � � `�� � ' 'o � p ° �,i o PROPOSED SIDEWALK 4" 3,500 PSI � � � �_ `��� � � � _ � oo p o N �ye � ' `�" �`�_� '� o R9 5' � � : CONC. PAVEMENT W/ #3 BARS � 24" o � ° - � ��� �� �, p o � ° � o �'�-== _� � O.C.E.W ON 6" STABILIZED SUBGRADE '� � p �`,h �l p �� o �.._,.... l/ \ a � �� REMOVE 164 LF EXISTING CURB o �° �6 �' __�_ ,., ___.--- N �l \, INSTALL LONGITUDINAL BUTT JOINT , � � ��° � ---_______ �_ ___- ��16�VE 72 LF EXISTING C B -�� DRAWN BY: � \ ,'� , , � � R3� INSTALL LONGITUDINA,L-= T JOINT � � ,, o o � � p � \. y..r C _. w ���' v � � � � o � - �_ CHECKED BY: ' ° � -----a---=-= N OTES: � �,` � ;,, .� , __ _ � �Y�� �� � ` , �° 1. ALL WESTLAKE ENTRADA INFRASTRUCTURE ASSUMED AS % �''A':� \, o° o � EXISTING FOR THIS PLAN SET DATE: o � � , 2. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS o ��'�� �`ti,� , OTHERWISE NOTED PRo�Ecr NUMBER: ° �.;,� \ Y � \ TBM1 - "❑" Cut in median nose located � 700 feet southeast of intersection of Davis �j� `t\�. '�.� �'� Blvd. and Dove Road. Elev. 668.96 Sh eet N o. Zo �� TBM2 - "❑" Cut in median nose at intersection of Davis B��d. a�d 8��� way. P A VI N G P L A N wi w Elev. 679.58 z� Z�' TBM3 - "❑" Cut in median nose at intersection of Davis Blvd. and Bear Way. wi �Z Elev. 683.26 QQ �N TBM4 - "❑" Cut in median nose located �600 feet east of intersection of Davis Blvd. �� z � and Dove Road. Elev. 648.47 ��o �� mo l/ .�� ' ._-_� _ y_ j / � I /� , �- ' � --- - - - = " - PH LUB ____. _� _ __ _ - �- ___- � o � ' TRO Y C _ - -�� � � > - �� - � � _ _ � o \ N J �� �� \� \ I / / // c� \ / i J ��� 0 �.�� ,; , -�----- �� ___� �_ � �� � - _ � --_`. --'- _ ___--_�-- / ��i I � �R� I CRE�'�� G�" c�i BOB JAMES �__ 1 _ __�--. �-- '--_``- / _e_---�---`�' � � � ���_-_- � 'C ��� Medltn Golf MEqO� � �� w � ; \ �� _ _ - -_� \ �-�l �� Ceme ery Z � - - � � /�� �� � �� �� ��� � _ - -- - _ '- � 1 � � �R�S ��( �J0 Course � � � �.��� B � �� � � ��� � � � - � � _ . � / _- � _ � / - _ � � � 'i/� . _ � � SV�S pHY G � FAl SEMINOLE 9-� A�' - / l-- - - i �20 �i q r � � / - TRO c> -�---! _. _' D .0• `� Y ` / � �� I � // // � _ � 1 \/ f� 114 ���9 G��P T�O,1,crFRESHMEADOw aQ Z IN � .�-- - - �---��"-� WID�H R � -`� � ,' � � - _ _ - - , � , � 1 ,, � � �� NEss X � RI Ag`-E � � / = _ \ , � ' , ro nc. � � ��� � � � � � V 1 IN ER CvA � � � __ -�e - - - - - - - - - -= � / B - ---'"`�J �� �� � -- � � / !�� �; � ���' �� _ '�., � _ \ �`o``r"m� = z , Q wn & Gay E n g i nee rs, I >- � i� i� i� �� � � � ! �/ � � �-� :�' �J � \�----' WESTLAKE � \ c� INVERNE � � 2595 Dallas Parkway, Suite 204 � � � � � � � � �/� �- � -- � � �', � � � � � � � � ��, o Frisco, TX 75034 i �� � i - � � i � � / ��� �� �� �j - � i � � � },,� �� ' � �,,-� ' Tel: 972-464-4800 • www.browngay.com �� �� � " � , �- - ; . � I � I` � � ' - � � A6 -�� TBPE Registration No. F-1046 --- --__ - - -------- I� �// i / �/ ' - e i� _-----� - - ���� ' - i ---- � � /� - � .�-� - � _- _.-_ , � c KING ___ �---�'�_ __ '-f- I _ � � -, , �' O 2 ,_� ontact� i anney __,--_ ' , ,�- �� � _�,- � � - -- -f ����- `�,,,.� Tel: 972-464-4835 _ -- - � � � 0. 2 � � __ � s " � _ �_ �-e . �.. � o i � � __ j / � .,- - � �_�- - _ �_ e_y �. / G-���_ _ �, �1 1 � 114 Copyright 2015 --_�_e__-_ -- - _ - _ ----.� c � � -��� � � - � �� - � � � '�, -____----- � _ �-�� . � g , __._ �� � /-� / -------�"_---�� . -- i" � � � � . i� " � �__---___ -- / G _ __� �� G� � � � ` � - � ' � `���� \ G --� \r � ' � > SOLqN 1 a Q A 9 / _ --- �t � � � _ � � _ , ,, � -- - --- -- .�-_ � � ----- / f-.,-' c� � - � � � -- . � / �---- � � c �c c c c �c c c c c c c c c c __a_______- � \ � � � � / , � ___�- �i� � ���� � c---�`-__ � �_ 6 j -� I �pt�G \ ----------_- _ '-- = - - L� � � ~� � ___ '�g _ -__-______--- _ � __�_J � � I DOVE ROAD � C'i�S� � �c���� � � ' �` � _ - ' - ' /� - F6� �� � __ - � _�__ �� � ��;` � � � i `��r� c - - � _ \ r------� � � _�___ -� ^ � �------ � �O j �. � \1 0o v�i _ I a -��-'--�� � � ` � - _. ___ -- --"Q ` /------�--- --� _--� � � 1 �1 � _�� i LS ` � � �' N - - �G _G �,�----�� �� � ► _ �_ _ - _ 1 �-- � _ ____---- --� � � i ___ --- � �� � \t� � - - , �, r , __ � � `� � '%j� ���-` ��� ' � � 0--- � � � � � , � � � �, VI IN � � _ 1 � ---' _---� � ► - ` i �__----- -- " - t , i � ���- -� � � ���� � _ - - -�' , � � ___- - _. �� C ITY M P , -� � � _� � --� � � � / � A . ti � � � - ' ---- -1-- ---- � ' ____-___- % (NOT TO SCALE) ----�---- ------ ---- ---- ---- - ----- - =--- -----=--- /'" � i ------- - _-1 \�1� ts sa > 1 � _ ' � . , � o r L_ � � 1 I ____ ---, I 1 ; DEVELOPER ----- �-------- ----- --- -- - - - __�Q � � � , A'� _ - � ' I -� ____ ---- - • ' �` I CENTURION AMERICAN � � �' ' ° � , � ���K �" `� �� �o �� __ I ______ _____ ---- - -- �`� o ', , �� � ', �, �, � 1800 Valley View Lane, Suite 300 m � � �= __ ------ � , �� �� � � ��, � � Farmers Branch, TX 75234 ---- �, �.�3 �.2 _ -- � ' ____ - � �� o � � � ' �------ � , ---- ---- ------- - -. f'�= =----a A2 _____ _________ _o;-- -----I- I I � ° , �R � ; � �� � C . Michael Beaty _ _- , -� o , � � R � ontact� ` �� � � � Q � �'�� �, � � � ' 1 ', � Tel: 214-287-9009 � h � � , � o � � _ p '/ � , �1 ___� I � -- �y � � � _ �� - - ° o ' 0.29 2.4 � �' � Y � �� � � � ` _-, �' �� ' � � ' � � o , p � ' � ° ' � � p � �GR p,QE I i ''� i i I � - � � � _ �-- �_.._ � Q � ' p � i , i -j `y 4 � ' R q�E BRE � ��B R E�,K '� '', � I M O O R E L A N D � �o I,� � I � v � �`1 �' ' I� ' 1 �� �I � 1 � �1 1 Enqintcrinq . peveloTn•,�nt • �o•�•.cr.�c;�r.n � ���� ' �I �� � � �� �� �� �� } 9 i� � / v,y � � i I v o 1 � � '' I � 1 v - Horizontal Scale. 1 ' = 20 � � a. ��RADE B EAK ����„ 0.8� 6.4 � . d - '-r __ i � � _ � ' ,o ° ��,,,>"' � � ' � ,- � 1� �`� �� � � � � � �� � � , ' \ i 1 ,� � 0 1 1 �1 � 1 � I � � l` /} � ; � ' � 1 �;, � � , ' , � I �, ,V� � 0 0 � � ` `� ° r p � �' - B ' ,1 � � � � 0' 20' 40 o g � ' o 1 ` W o � , o � r o � , � 1 � � ,1 ` � `� 16 � ' � �o� ;�� � ,^ � � '` � � � ° ��� '4� 6 ' ��'� °_ ' / ��� � ° � �� � �� � � p, � R �' � , 1 � ' °_'��� / � /�� � L_ _J 1 �1 � �� � o ' . � �' � A o �� % � �. � � � � � � � ���: n � �o �� � � / � ��� � � � ' O � �\ �- ;� \� 1� � � z � ,,_ 'ti , � , . �� A7 LEGEND � � , , � � , �, � � z � � �. ���� � � ,� � /%�� ��� � ��\ `��� ' '��� �; �� A� ��, ��, ����� DRAINAGE AREA BOUNDARY Z � O � , � � cRqoE '� o � ,� , 0.12 1 .0 Z � w c.� Zi � ;!; � I � 677 Y � BREAK � o `' ;� , '', Q _ _ % � , p Q �F �:; ��' � `•� , �.� 9 � .5 � iI � EXISTING CONTOUR LINE J � � Z � '__ � � .! � � � A n,•�":, V I 11 O U ��; � �� ,� 0 � o i� � �� ,�,� �,, , �� a, Q Q � � �� - - � � �'' � � � � � , ° � ' - � � �� � / � i � i s5o PROPOSED CONTOUR LINE � � � � li � 6 � .. > � �� , �� ° / � o v �`' �' - w � f P Z � _ , , ', ' o ` ° o �, 0 `,, ' ' i � �3 � , a W � "' a �_ � � � �''� � , , o ��� � --- i 1 � - - - - PROPOSED SANITARY SEWER V I-' � ~ I- - o �� - - _ ' __ __- i �^ � _ - U / o f � � o � � p �� � ___ !___ � 1 1 I � � � v ` ---- -- VJ � w � � , � �` �� �� � � �� 1 �� 1 LL - - -� - o '� i � � � � '� _ f I � \ � z � ` � � v � o � � I � �,�„� � �� � i��/ /� ;� � ° � � � �; � P3 � DRAINAGE AREA NUMBER � � � W Q �� � i , � I � �� Q � � m � � � � �� � p� � ! `'----__� - ��' , ' � � �, °' 3.51 32.5 � 100-YR RUNOFF IN C.F.S. Z - � � � \ �j _'---_ _ �, ° � ° ` � � 1 � > W W , ,. � � ; o ' --�L_ � , � ' � 1 O > ; ��� � �� - - - �- - - � � �� --_-�,_�� o �o � � tf � � - r � / � \ \ � � _ o ' � I 1 �, ,� \ -_�_ , ° , ' ; � , DRAINAGE AREA IN ACRES � � � � � � � �' - - '� o " � 0 � 1 � ---__- ° � � 671 ii ,` � � � a � � �� � � � � -�_ ,� ° � A� �� ��' ,�� DRAINAGE FLOW DIRECTION Z - Z � \� � ` \ ' -�----�_ � o , � � 1 � � � w � � � � � ��, ��� � �`� , � � � �� � 0.41 3.3 � ; ; �� � � Q o � � A \ ���� �� ti � �� ; , / � � � � � ` \ � �i � I � �� ����_ �. 1 � � � � � �� �� �� , ��� �� � 670 � � � �', � � � � \ � �� � � �� �� � � : �� � �i � ` � � 9 THESE PLANS ARE ISSUED FOR - - � \ � � \ � ' � � �� �� � �_ �� , � � i i � � I / � ;, THE PURPOSE OF PRELIMINARY 3 � � � �` -� . � ���� ���� � � � �` � � � � � � �� � % � � '�, REVIEW AND ARE NOT INTENDED . �_ � �� , � � �_ I 1 � o �.. \. � \ \ ...\\ \ y � �� � � � �° �� � `� � , � � �� , �\ �, ��� _---- � / � i I � �: FOR CONSTRUCTION. � o z � � �-- - �� � � �._, �' �i �� ; I ` i, WHEN ISSUED IN �,_, � \ � ,., � � � � �. �� , �-� �_ � �� � � �,; -- - - - � I � i o / � � , ��� � � � - __ __ -- - - - ' � � � FINAL FORM THEY WILL BE m-- - ' � \ / �\ ��\ \ � ��� � � ___ ' \ __ -- - --�-_- - __ ' �9 i � � '�,, SEALED, SIGNED AND DATED. i .% ,� � _ �_ � / � -_ \ � � \\ � `-� �� �\ � ` _ ___ � 1� � 1 � _ �,_, � � � , � � � I � \ �� o � N � � � \ o _ _ _ \ \ Q = � �� �� , � '� � �� , �i j/ / � � RESPONSIBLE ENGINEER: o ��� � �'� � � �� � � -�-- � , � -_�_ ' � � __ �j BROWN & GAY ENGINEERS, INC. �� � ��� \ ��� �� �� �� �' � -_ ' � �` �-� ��_ �- P� ��� �� �� ' �� �� � �� !� TEXAS REGISTERED ENGINEERING ol / � �-�\ � \ `�' \`� � � � o � -- _ FDC , � � � � � FIRM F-1046 o � \�� \ \\� � \� R � � � TEXAS REGISTRATION NO 108663 � ,� �, , ��68 /� � °� � / � � _-_ S � _�� ��_ ��� � � �` � ,' � WILLIAM R JANNEY, P E � . , � � _ ��- �--- 660 �� ��� � ��� � ' - � � �� � ��'�� � �� � � � � I � JANUARY 14, 2016 L .� �- � i � \\ � "�""4 p \ \ � \ � � � / �� � \\. .._._' � e� \ /- NI .; \ � \\ _ --„ wy �'. v � . i� \i \ � /� \ � . o �� �� �� ��� �� - � `��-�� �, °o � � �._ ; � � �� �� / � J� `, i i C A U T I 0 N i i . � � � " ' � � � � . . - _ � N / � � � � - �` �_� `�� � \ � / � � i o ; � � A� �� � A� �� , � � 1�� .�� � � � ;� � Contractor to Verify exact location �� j j � � � �� �� �'�� � , �, � � � � � �� � ',� � & Depth of Exist Facilities Prior to -- \ '- �- '-� . c � _ - ��_, ___ � �� � -_ � � � � � , �: � "�,�iq � � any Constructlon Activities o �� � � •- � � -�- " .- � " � a \ .., _ ` � � �, �1 � � � \ � � � � � � A V -. .� � __ �, � � � � � �_� �� �� � - � � ��, � � � ,.. ; ��� �\� � � V / CAUTI�N I I I - � , ` N � � o �_ �� \\ � �'� � 4 r � � -\� �\ \\ � . r . . . -_ � ��'----- - -- � � � � ` o � � � �- �, � � ,� �� i � •^ ` � CONTACT: 1-800 DIG-TESS c�� , � �� �� ���� � � \ ! > � �` �., � � 48 HOURS PRIOR TC� CQNSTRUCTION � � _� _ _ _ � �� - � , -� � �r �, _ , , � � ^ � , _ - � _ � i -- � -�� � �� �r.�, � �� , _- / / � -" � � , y' � o \ �� � �� _ "� - v. � __ � ,�- - - -- _� o � � �� , :�� _� �� ____-- ----- , -- - _ _ _ � Q , - � � �� � � � --- � - / � �� � , ��� � � - - � � , '�; �,, REVISIONS � \ - _ _ _ ` �� � �� � ; " =� � ° � � ' � \ � � � �� � REV N0. DATE DESCRIPTION o� � � - � � - e �, �,, �� 0.07 0.6 , , � , � _ ; , � �.� , � ,� _ _ , , ;� � / / � � ' � \ � \ �_\ �\ � \ �.: �: � ` _�_ - / �` � 65 `\ \ � � � _ _ � � � � �� , � �� - � � � �� / � � � \ V � ti � � � � \ \ p � � � � �� � V A� � �.� � � � � V � V � � � � ` U � � � � � �� � � �\ ��� V ` � \ � � A ! � �/ -� � � � -( -�- �= � A A � . �---�_ � � ' � ,t � � ' � y� - � � �� � � -� �- � ; \\ I f � � � � \� \ � � / �/ � \� \\ \ \\\ �� m \ \ � � \ �:, � �l 'o � � ���� � � � �� � �� �� �� 6�, t__ , �_��_� � � � � � � �, � � � � �� o / �� � � � � � � � _ � � , � � ' � � � �, rn /� � \� \ - 5 5 \\.� \� \ \ \ \�\ \�_� \��\ \��\\ �� , �J JI \ \\\ \\\ \\\�/ \ ` /\ I '., � I - _'_ \, - 0 �� I / �' � ��� 6 � � � \�� �� �� � � _� ��� -- ��`--- ��.������� ��/ �� � � � � � � � � ,�, � / -� � _ - _ `� � \� \ � \ ` \ N � � ` �� � �� \� \�� \ � . � - - - - - � + � ,: -� � '� � �� � � � � � DRAWN BY• � ` V � �� � �� � � � � � � \ \ ���__\ � � \ �� �\ \ � \ . �, � � � � � o .. A��� ,�'� , � �� � A \ � -_�--� �-� � �' ��t � , � y � � � � w� NOTE' �, \"�_� \ \ � � \ \�� '��\ \� , �_- `- \�_ �� \� �� ' �� CHECKED BY: , ,,. �. � " 0 1) ALL WESTLAKE ENTRADA INFRASTRUCTURE ASSUMED _�\ �� _ �� � � �� -�� -�� -- � __ J , � ��\ ^ ``\ � r��f�\` �� � ; AS EXISTING FOR THIS PLAN SET. -- \ ��� \ �� � � ,, \ \ i 2) EXISTING INLET ON ANDORRA & BYPASS INLET ON `� `� ' + ` \ � \ \I �� �s,� � I � DATE: �� � � o GIRONA HAVE CAPACITY FOR SURFACE RUNOFF Table 1: Drainage Areas � �\ � � `� � � � � Area Area Area Coeff Time of 5 YR 5 YR 100 YR 100 YR \ � ' �� ���- �� � PROJECT NUMBER: � Desi nation s ft Acres C As halt/Conc. Commercial Sin le Famil Grass Concentration Intensit FLOW INTENSITY FLOW Y � �� g � �I ) � ) P g �Y � Y ��� � ��� �'';��� - � � o TBM1 - ❑ Cut in median nose located � 700 feet southeast of intersection of Davis ` ` � S h e e t N O. Z o Blvd. and Dove Road. Elev. 668.96 0.95 0.7 0.65 0.35 Tc �n/l�r CFS IN/HR CFS � � � � m � ) � ) � ) � ) � � � � �� � � l 2 3 4 5 6 7 8 9 10 l 1 12 13 ��r �� y j ��r, `� A \ �' � �� ° � PROPOSED �� „ �� A 1 1 193 0.027 0.70 0.027 10 6.82 0.l 11.55 0.2 `. ��!;;- \`- - _ �� t \� � TBM2 - ❑ Cut in median nose at intersection of Davis Blvd. and Bull Way. ' e` � � � � � D R A I N A G E A R E A w i E l e v. 6 7 9.5 8 A 2 1 2,8 0 4 0.2 9 4 0.7 0 0.2 9 4 1 0 6.8 2 1.4 1 1.5 5 2.4 �� � �� �_�;µ, �� � �N _ n �� A3 34,690 0.796 0.70 0.796 10 6.82 3.8 11.55 6.4 �i ��� ��\ ��\ \\ ; M A P w i TBM3 ❑ Cut in median nose at intersection of Davis Blvd. and Bear Way. A4 17,887 0.411 0.70 0.411 l0 6.82 2.0 11.55 3.3 � � � � i o Elev. 683.26 � � �� '� � � � � Q Q AS 8,217 0.189 0.70 0.189 10 6.82 0.9 11.55 1.5 I 1 � �� � \ �i „ „ A6 974 0.022 0.70 0.022 10 6.82 0.1 11.55 0.2 � �°�? �� + `� � � \ \ °�� TBM4 - ❑ Cut in median nose located �600 feet east of intersection of Davis Blvd. � � � � , � � � � � z � A 7 5,145 0.ll 8 0.70 0.118 10 6.82 0.6 11.55 1.0 � ���� � � G� ,� � � � � �•o and Dove Road. Elev. 648.47 , � �� � � ' �� � �� o� A8 3,091 0.071 0.70 0.071 10 6.82 0.3 11.55 0.6 � mo \ / .--� - -'__- _ � , , � __ -� � TROPHY CLUB W � ,_ � � _,� , � \ � � � � � � �_,,_, ,_ / / � � '/� � I � � �� iI i � ,�s�° o �`��`` r -- � � �' � - \ 1,�Ei u s� F, �, ' � � CRE�' 0� G�`' c~-i BOB JAMES - � � � � � � I _ � \ ��.`' Medlin MEqO� ��n � � �,,� Cemetery Golf y w � _.F ____ __ -- � \ � � 8ER`�5 SE� ��,JO Course � � o � � / � � SV� OPHY y FAIF�, SEMINOLE �-� � _ TR n�p9 �Q, Vl�lq�y Jx = o v�'i , - __ ' �` _ _. "- i �-\ 1 / / / � �, � 114 �� Gpo ��o� Y FRESN MEADOw W a Z � Q � � 1 - - � � � . \ /� � � � s�G o\ �� IN�ERNES `� N 2 S W - � ,, - - -- � ' � � �" ,i� = _ _ _ � _ � ;- � � ��o``=��' z y a Brown & Gay Engineers, �IIC. _ I - _ _ _ ,. � / Lv /�� � - T � _ ' \ WESTLAKE � � c� INVERNE � 2595 Dallas Parkway, Suite 204 � � _ � S � �� � � � = -� � �� � � Frisco, TX 75034 _ _ - __ __ AV► 1 % � _ _ - _ � , . _ - - D R,� •w ' / / � _ � _ -- - � ,j Tel. 972-464-4800 • www.browngay.com _ __ - - __ - I ABL� w��T � / � � -- -----__, . _ � � ,�� TBPE Registration No. F-1046 `' Cv AR - / � \ y'� , � � ', _ ���I � _ ��� K�"c Contact: Will Janney � � � � \ �_ / � � � � -� � f ,��='` �_ � ����� � � � 0 114 Tel: 972-464-48 Copyright 2015 I � // � � _.�--' � � I, 0.299 AC. TC675.64 TC675.91 \ N g�,io � / � � ``�� - �� TP674.47 /�� TP674. �3,007 SF � MATCH EXISTING � � '� �_ Q so�ANA � � � _ �, � I � o �� /� � � __----'" � ,� ,,_ " � MATCH EXISTING ; MATCH$EXISTING �� �<o�`r I �� / � --`"`�ff � -'`� TC674.48 � -- __ _..---�-a-�- -- T 5 - -- _ \ oovE Roa� o,�s � -- "�" -- _,� -- >>�� � � �.s---- �--�- ���<<� __ P67 .37� �` �� � o �,9� _ � � � MATCH EXISTING ___ �-- � o �F _�- -�_ -- � � ��--:- -_ � � f _ _._-_� � _ -- MATCH EXISTING \ � '� ' _ � ,... /�" - =_ ___-----" �� --�--�-e-R---__ MATCH TEXISTING �"--- TC675.44 \�� ,<��'°�a � ----------- - " , �� / _ �' '�!!� TC675.62 MATCH EXISTING �� � � ----�- - ' � ��.,�.- TP672.86 __ � \ TC675.74 � _�_---- ' � � ' MATCH EXISTING __- , , � MATCH EXISTING '� � - -- -_� ��'� � VICINITY MAP ` ' TC671.28 TP673.56 `"� � ---- �� � � � / ---�'J� � � J MATCH EXISTING -- "- � J __�__--- ----J - ``-�-� � ` (NOT TO SCALE) DEVELOPER " . --- �� ,� TC672.77 � �-"� - T � 9�`� '� �� ' ,�MaTCH ExisTiNc __ ,:--- � __- ^__ _' '- %____ �� � r I� C675.2$ CENTURION AMERICAN __ - / r TC668.07 � '-'�---- �o , � � ' %�' T __ � � �' ` �_ -,= � _-� � 'I�-_ - �TC6�7�.01' �� - � � � _ TC 4.41 , � TP675.83 � I � � � MATCH EXISTING 1800 Valley View Lane, Suite 300 TC668.34 - � � ` � 6 � A�, ' �� � � � 1 °�� % Farmers Branch TX 75234 _ � _-_ 1 `� '� TC671�10 � �� -� � � TC675.41 ,; -� , � TC673.90 �� ' � 6'� �� I, � o �, __ _- , � , ,;�� � �� � (r� � ��o _ _ _ _ - � � i �TC675.91 � � �675 �TC675.39 Contact: Michael Beaty � � _ �? � ,� %` " i �O �TC675 94 � � ' � - L - ������'�, �.� � � ; Tel: 214-287-9009 � o� N � -�� � � TC674.18 ' i I � - �1 �ti� � • o � � � � �� ,� - � �� ,,TC676.13� TC675.54 � _�"_-�- � , � , � � � . - • , 1 � I ��`�_ 'ti � � � _ _ BREAK� rn� �� p; RETAINING� '� � ' TC676.44 TC676.33 � I � TC676.45 � � �� __ -- -�� GRA�E o m 2,p �� WALL ��'�� ,��� � � , � � � � �TP676.67 �R�pE �,ti, !. MOOI�ELAN D � TC667.98 I I ' �� TP667 45 6' _ o - , __ - W f -_ T 676.9 Eng�n�or�,, . ��.r�,;.R,...,� _,�..�.,�. .� I , ' � . ,, , '� W � � �U ° / ' �� 67 . �t � �� � � � � RE , _�_. -- o� �I � I ����� , TC 6 85 � � Q �� � ���� � . �i �o i � , � � g � �, , "" ° � �TC676.45 �. - TC667.98 m I � �� TC670.23��' � �o� , � � ! �� � 0.TP677.00 �- - � _- TC667.90 w 6' � �, � � ° �� � � � - � � � �; - ,_ o \ o� cA TP676.30 0� ���� � , , 9,719 SF rGRApE Horizontal Scale: 1" = 20' 1 � �� _ --- RADE � 0.164 AC. - I REAK , TP675.83 �, LL� Cn �o TP667.29� �� 1 TC675.60 � �_ �� -_BRE TC676.90 �;! � � p � �1 TP676.62 � B _ j Q Q � l 7,127 �F �- '� ��'� � � TC670.03 � TP675.04 �° - I �c9 � TC676.73'' � �6'� � �'�MATCH2EXISTING 0' 20' 40' � X „` /� TC667.90 � I ',,� `�? Il��� �� o � �� � � � �� � �� 1 6, � Q � W � ����u� U 1 � � � ; � '� ,- � , A TP676.36 � J � � � TC667.79 �-x�� r TC675.8 TC676.81 , U � a � � � _/ 0.315 A C. �� ���. � � ' � ' -- �' �RADE � �l 3 O O S� d - -- --� , �O O S F- � - , , �/ � �� ��� � TC66 � j � - �B EAK �� ' � �; �'�� ;,. � � � _ ll �`��. �� � � �1 � o,�� � ��A � Q L.L F-' � �13,741 SF �� � � ,��I�,� TP675.25 - , � W 0 �� ,w,,'; � � ° , TP667.00 �``� 4 \ TC67 .63 rrr :ri77.0� TC675.70 � FF�`=677.1�0 � � ,� \ �v I � Z r�,�, o � v g � 676.90 TC676.4 - � ' C z � � 1 , � o ;%j RETAINING ; � TP677.00 � � 1 I � 7 � '� � '' z � L w � � WALL �` � �r 6�6 ° � ���,, TC675.78 TC677.10 J��� TP676.87 � � � �' ` `' TC676.53 \ \ TC6�67.6'f � o , � / TC676.90 0 � 1`� y � TC667.47 ����� � � � � ` I o � ; � - , Q W � � , � ° _ 1`'', � � � � �' � � � 1 `'� � ,�,�", � �;� � � �� � � ° � � � ,�� �'�� � � � � � �� TC677.44 TC676.90 TC676.94 � � � � � � TP676.67 � � � -� � U Z � i ''', � 4 `� ��i , / `�•��.� � /� � � � � � � L ,� " � '� `�'�� � �� .,-`' i/�' � � � _TP676.37 _ c� � �� ��/ �� ° / i � ' � � M � 0 ��, � z W ���`- � ������ �TC666.61 , � : ;'� %� -�� I - - __ , �� TC677. � � � o / � � � 1, TC673.83 Q � � ti Q O ,�` .� \ I �� � ��.= � TC677.26 � �RADE - � � ' TP677.00 \� � \ � � , ', U � � � , ` ' ���'�� �!� = TP666.00 �� ,,''' ,� o ' ► 677 Y BREAK -�- � ; , . � / ', , � ��� � � I � � �` � �,� , � � , �� �,��TC666.25 ��� -' � ' � �� � �w TC676.27 � �. �TC676.00 ' ��� � � ��� ��/ �� �� � � , � � � W �� � � ��� �� '� � � TC677.10 �� ��� M AT� TC673.48-r TC673.671�� ������� �� �� � � � Z Y � � � �� �� �"�� � :�' , �TC677.77 I� � � , i W � �€�='�68.00 %` �r; � ` � TC676.09 �o CH EXISTING � 1 O �C�1 AC. � � � � �/� � - Q ��� -- � -� _, _�. �� o °��o� � , TC677.59 � w � � � � � ,�� 6 21 ,�16 SF � V J W J . .�.o � - -- ��� ,� o �.:� � � �� o �� � � � � -- -- - , , r � �3 C� �i/ Q � _ � m H � � �- - \ � , �-� � __TC677.63 _ __� _ -- _ _ TC677.90 i ,, Q � � � z � \ � � f � � � � W _ � o , � � Y I �� � ��-� � ' ,o � I � - TC677.63 �J � � I , � � � �; o � � o � � �� f' � � � ° p , `' '�. � �� TC673.06 � � N �� � � � � 0 � � � �i ° ' ° ' '� MATCH EXI TING ' � � � � �� � % � �` I � - � �U �� � � � � � -� ; � /� � TC677.90� � � p o o � ' i 6�2 � N � � � � � �' ' � � - _ �� °� � , J� Z �,' _ ,' \ _ ' � o � � � � �,� , _ - - - _ _ � � n � � � � n -�,���, � w , o� � � � - � - �� \ o � TC671.96 ��� , U Q O . ��� � � , � ; - � , o ' �MATCH EXISTING �� � � � _ �_, � ��� �� � � I- � �� � � ��� �� � _I�� � _ ; ; I � �C o � TC677.90 ��_, ; � \ __ _ - , � -- ---�' � � � � ��� `'�E ,�� - _. � � � ������ � - - - _ _ �� TC677.90 � p � � ° � � ; 671 % � THESE PLANS ARE ISSUED FOR � � �\ � � � � ��`t ��� ���, 0.825 A��. -�� �`� /� � � � � � �� � � ��� � THE PURPOSE OF PRELIMINARY z ��` � � � � ��� � � 35,942 SF � � �J � D E R G R O U I�I D � � TC670.89 � ; REVIE F R� CONSTRU�CTION ENDED , � '�� � � � � MATCH EXISTING � .� � � � � � ' �, � TC668.33 � _ ' � � ,, � J+ � �' WHEN ISSUED IN \ � ' , � � o_ �`� � �'������ P�RKI ��; SPACES � � %1 � � � , � ��� �, �,,� ,, � ,.` � � . TC668.33 �,, � I� TC671.07 �� �� �� 670 �� � '� SE�A ED FO GN D� AND �DATED. � - �� � � C , � F' � ........., ,��9 � ��\ �J� ' , ' / . - 66g� , -- \ , '� o���� , � � _ II �FE ��W�F�,LEVEL_668.00 , f _ � � l� a ;�� - -- � � � , o � „ - z \ \ 1 � , ,\ I � �� II F�E ���EFt �E�E =G7H.00 -- v RESPONSIBLE ENGINEER: � `' � � � � V � o ��`�- 6) I��� � � �� ` ` � � � � BROWN & GAY ENGINEERS, INC. � �� � � 6 � � � � � �� - ,� _ - -- -_ ��'� 670 �� 1 � TEXAS REGISTERED ENGINEERING z � � � � � '� �, �J%'�S� �� , - - � � / ,. - FIRM F-1046 / \ � TC665.58 \\\ 666 -�`\� �� �4 \ � j - 669 � WILLIAM R. JANNEY, P.E. -- - J � '~ -�-__ � -- - j TEXAS REGISTRATION N0. 108663 _ �,� \ �� \ � � �� \ � � \ MATCH EXISTING ,�� _,, I � I � _ �� A � � �_ _� o � -` � , �� �� � � �� � � � � � JANUARY 14, 2016 � � � � �_ � \ , __ _ � �. � _ �6 � 6g . , � 1 � \ �- ° � __... , � TC668 33 � / . � \ � � � ____ __ � \ �, � ,� � ,� !cAUTioN , _ ; � � �� � V � � TC666.14 -'-==- _ ' � �---,-- -�r - r- � � � o � � i ii o � >._ �- �� _ � � � � , p �- � � � � ' � �� Contractor to Verify exact locatiun a / � _ , _ � 668 � � � & of Exist Fac itles Pr o , �___ � �\ �\ � MATCH EXISTING O `"- � Dep y il i r to � o �_�_� - - � � � � ����� � � �_ � � ; � �� � � an Constructlon Activities '� \ � 660 � � \ = i \ \ �\ \ �� _, _� � � I ` / � __ .� :- ��� �b ��-668 � `�, `,,� � }� iii _ ,� � / �co ,- ` �� CAUTION � � � � �� ' } ' �TC667.80 coNTACT: �-800-�i�-TEss � � - - _ _ � � � � � \ V � �� � A � � =- �-_---_ 667 -� ��� °' �� � / �� �'� � � � � �� � � �8 HouRs PRioR To coNSTRucTioN � / \ �� � TC666.16 1 �� ���"�=v'�__ �� � � � -` - - � ° � � � _ TC667.81 ',. �TC667.53 REVISIONS Q � \ 659 - � � � �� MATCH EXISTING � /��o � `��--=-: � \ \ �- -� � / � `'` MATCH EXISTING � � „ --, � �_ ' TC668.33� � Tc6s�.63 LEGEND I � �� ' � _- �, ` REV N0. DATE DESCRIPTION � , � � � \ \ \ � / ��,� _ _ _ �� ;� o ° ;. � � _ _____ - - - '--�=-�_ \\" ,- �` �' MATCH EXISTING<<,, � � � � � TC666.43� _ _ , �_ . ` \\ - � ,, � � � \ 658 � � � \� �' � ~ ..°\ TC668.13 `- / ' '`��. \ FH PROPOSED FIRE HYDRANT _ �� . � � \ \ � � � � , , ' MATCH EXISTING � /` � - ,�; , ,;� s� �--� �, � ------� %�/� TC667.20 E5 `` SSM H :N \ \ � � � � , ! = � PROPOSED SANITARY - / \ � \ � , �'�� __,���__ � l,%� MATCH EXISTING � , • � � - 657 - - � � � \ � \ 66 .,,' � � � ,-� / MANHOLE � J � � � \ \ _ ' `�. . �' / _ _ _ - - - � 665 EXISTING CONTOUR LINE , � � � � �_ � - , �,f „� � \ / ` � � � � � �� _\ , � \ - \ / �y �, \ 6 � � � / � � � , `` 650 PROPOSED CONTOUR LINE � / \ 65 � � � \ �� � DRAWN BY: \ � �� � o � � ��, ��� , � � � \ � � � / =�:��s_,... �`'.� _ 668 I ,,; \ \ � � \ �\ / � �``_ �` - _ _ � CHECKED BY: Y � � \ \ � � % l II \ � J � NOTE: 0 655 � � � - � �-��� / `�` ALL WESTLAKE ENTRADA INFRASTRUCTURE ASSUMED AS � / � � � / � --. ` --�-� �� `�' EXISTING FOR THIS PLAN SET. DATE: � � � \ � __ TC668.09 � � � \ � � / � MATCH EXISTING �' � o I - o � � \ � � \ � � �� ,_f_� � � � - � ALL SPOTS TOP OF CURB UNLESS OTHERWISE NOTED. o I - 654 - - � � � � \ \ � �_!\� - - \\ �� „ " PROJECT NUMBER: � �� � � � \ � `TC668.36 \ \ TBM1 - ❑ Cut in median nose located N 700 feet southeast of intersection of Daws Z o I � / \ \ � � \ � � � \ �� ��f Blvd. and Dove Road. Elev. 668.96 S h e e t N O. - \ \ � � �� � � - 653 _� \ � � � � � � \ �� TBM2 - "❑" Cut in median nose at intersection of Davis Blvd. and Bull Way. G R A D I N G P L A N w � \ / -� -� � � � � �� �_ Elev. 679.58 z w � \ ! , \ \ � �-,_ � _ ,._ \ � _ \ \ Z�' � TBM3 - "❑'� Cut in median nose at intersection of Davis Blvd. and Bear Way. wi �Z Elev. 683.26 QQ �! TBM4 - "❑'� Cut in median nose located N600 feet east of intersection of Davis Blvd. � � z � and Dove Road. Elev. 648.47 ��o �� mo � ' �-� / _ PH LUB li, \ ' ,- �-- �' _/_--~ `"___--�``` -=--�"- \ o o � i - --- TR 0 Y C � � _ __ __- .- _ �- .,- �-� � __ -='� _.- � � ~ J s �` � _ .��� �� _— � °; \ �- -" — � _.�_-�'._ �----"�—.- ` \R� I CRE�� 0 G�`'� c~-i BOB JAMES �„ � � _ 'y ��� I ��.`'� Medlin MEA00� � ��n � � _ � --- � r=:----_"- _ - � � � - �_,_- �5�,,� Cemetery Golf y � f ` "'` -��_ � < 0� SE'( ��JO Course r a � � � j � __=� � �--_--�""- 5J� TR�PHY 2 FAIF�, SEMINOLE vT � � � � _ � U , �- �_ - � o�o� �. Vi�q�r � ;, � � � o � � =� � 9 \ Jc=.� O -= _ -_'_.--"' `' _ _ - �� �� % 114 `�`� �oo �oo� �FRESN MeAoow wa z � � � _ - - __ _ _ ,_---- � � � � � - ''�j - j f � \ s'G� o=��� IN�ERNESS a x w - �;� "� ,_-` `� �:_---- .__--- " � � � � z � a Brown & Gay Engineers, Inc. � ____---=-- Lup W � ----'�— _� _�---" ,- WESTLAKE � � c� INVERNE � 2595 Dallas Parkway, Suite 204 � �--�=- � 1 _ �--'" � � � � � o , Frisco, TX 75034 n - � D� ,0•w ' / - � `~ � � � '� Tel: 972-464-4800 • www.brown a .com _ -�- �TH R . ,- - � W � ' i ;% J Y _ - y �_ -- I �.�-__- ���` RI AgLE �--`"`� �-----�f- ---� � ' � � TBPE Registration No. F-1046 '�i 1� � i `� �� A - _ %` � � ��� �- � "'"c�� Contact: Will Janney _- - ; � ��� -_`--- f �� � , ���,.', ��� � � � �� Tel: 972-464-4835 , , � � . _ - " � � ����� 0 114 , Copyright 2015 _ - � � -- `- ', 0.299 AC. � � ; .-� F`"... '/ �.' > SOLANA g�� / � � � � I 3,007 SF �.---`'� _�_- � "" _--_ - ._ 'Y� Foc �o�°r �, a r, I�� � � �' _ ' ' _f-��` o��Foc� 0 � � � - �_— -- - - �� � ---J�"�� ' � " INSTALL 6" — � RELOCATE - DOVE ROAD G���S,� �,_. _-- ---------- - — EXISTING FH � ,—F� �� I I 9 ° _------- ____� _ __ _ _ FIRE SERVICE --- - — _ ��,,F � �1 —" -- _ -"".---'� _� . � . U — _ _`_..._�--_— � . . - � . ,,.: ___�---- INSTALL 2" INSTALL INSTALL FIRE � .��°a �' W --- � ,� __._- .-. `FOC�„�. � - \ DOMESTIC SERVICE , � " WATER DEPARTMENT � \� � I '�� � . .< � � �-. ---_ �-' � W - J`�� � � r INSTALL: 10 WATER ESMT 5 LF 8� � CONNECTION __„_ I , ,� _ �'� � �� - - - —�� � � VICINITY MAP ` ,, / `_' / - _ � ,, _ � � __---� � � \ 1 - DUCT BANK PULL BOX � -`. t `, '� -- ,� _ - ��i �__- ,; . TER Foc _ - -____ ��� ` i (NOT TO SCALE) DEVELOPER _- _ _. � c _` --- - I 8 _ - _ -=_f - , � � ��-_=-�-_- � � - � �� � W � _ �;, � ° � �'��� ��� � CENTURION AMERICAN r� � - _ _--_� � J � � _ �� M�10' WATER ESMT � � � � � � � , � � - ��` � � � � w � � � � , -, �S � 1, I , 1800 Valley View Lane, Suite 300 t-_. J � n �` f-�°�—FOC—�G� ��"�� —� c INSTALL 2" � � V Farmers Branch, TX 75234 � ' � : � RELO E / _ � � �� i �� WM � o DOMESTIC SERVICE � � ` � � ' Contact: Michael Beaty __- - - � _ -" � I Te1: 214-287-9009 -� , EXISTING FH _ ,___ j, ' INSTALL 6" �- - � �� � � � i - , ,� v � � FIRE SERVICE � FD 1 � ' , _ - _ ' ' � , , , � �� � � - ` , � ' , 1 ''1 I , � � INSTALL / � o , „ l I �'-- 1 6 LF 8" WATER - . _ ' ``' � � INSTALL: � � ' � � I � , , � MO RELAND � � ° INSTALL FIRE 1 �! FDC "- ` __ ; ;'� 1 - DUCT BANK STUB � ____ -- - INSTALL: DEPARTMENT � � o � �� � 9 � 1, � INSTALL FIRE -- ° 1 - DUCT BANK STUB � �CONNECTION � ����� � I , I E�9������,z • �'�:rl:,�.rt�:�nt • •�a�:t�.,�;,:�, ', �; � .__� - DEPARTMENT � INSTALL: ��� �� ' � � 0.223 AC. �- _� , , �� � CONNECTION 1 - 8 SANITARY SERVICE o 9 7"I9 SF � _ , � 1 _ - ` \ � , � � CONNECT TO EXISTING 8" � � ����� � � I � ' I � ' Horizontal Scale: 1" - 20' - - � SANITARY STUB i I , � 0.164 AC. � , � I 1 � I , w Q 0 ' � t' �0� �� �� � � � ,127 SF ° � I � 1� � 0' 20' 40' � �X ",�'� '� ' ����� � INSTALL: I ' � ��� �� (� , �� � �� �� � � � 1 � � � ��'�� �' 0.315 AC. �, �� 1 - 2" DOMESTIC WATER SERVICE � ,� � INSTALL � � 9 � S� � d � , �O O S� � �- _ � 1, � I ' � Q � �� '�, � o � 1 - WATER METER 3 � 33 LF 6" PRIVATE SS '�� � � `' ' � �� �o I � � � ��� Q W � � ���1, �,, 13,741 SF �� � 1 - 6 FIRE SERVICE � � •�.� � S � FFE= 77. 1 1 0.., Z �' � I � � ° (CONNECT TO EXISTING 8" WATER STUB ��g � � I P��S FFE-677.�� � 6 �� 1 i � � ' � o o a ,9 �� � \ Q�\� , �,� � � 1 1 I z � � 8 r;/ � � 6' � _ o o � �. O I �/ � �� ���� N OTE: � W U � 1,1 � o � `� �� �� ���� 0 8 SS_ s o ,. , `� � � � _ � t I Z I..L _ ���� � �� " CONNECT TO EXISTING �;�'�'� -�l � � � � � � � ; i }t ,� � ; � \ � �\P� � � \ , ',,j�,-� �,'� ALL WESTLAKE ENTRADA INFRASTRUCTURE ASSUMED AS Q O W U Z o � � � ti p DUCT BANK STUB � ,,��, � r � , EXISTING FOR THIS PLAN SET T� '',11 � � ,� , ° Q , ��'� ' � \��,� � SSMH �� /� ^ � � � U w a � ,�� � � ��� � �O , � � � ° � / ��` , M , O \`j ` � -= ""`�, ������ / � � 15' SANITARY � �_ � � v � � \ � / �''`', � � �:,4 j � TBM1 - "❑" Cut in median nose located � 700 feet southeast of intersection of Davis Q w � � Q `' �� � / / ESMT INSTALL _� g" pR�V �� o ° o �� � > / / � � � ',I �a Blvd. and Dove Road. Elev. 668.96 U � � � � + % ^�� / �� � 33 LF 8" SS A TF / '� � / � � � '��� I p � (� � LLj Y � n O 'f� , o ° \ SS / �,�, 'v � J �r�- � ' L S �� TBM2 - ❑ Cut in median nose at intersection of Davis Blvd. and Bull Way. w � � � Y 3 ', FFE=668.�� �/ �� O f' � ' o � � p INSTALL SS � � Elev. 679.58 � � � � Z Q � ,„ � � o �� o , o � �� - 171 LF 6" PRIVATE SS / , I � a � � W � � _ �dQ, , �n � `� � �, �� ,�� ° ' � \ �� TBM3 - "❑" Cut in median nose at intersection of Davis Blvd. and Bear Way. � m � � ' ', �-------- ,> v � � o �� o, ° \ SSMH o / i Elev. 683.26 z W �' , � � ss � � ��INSTALL ° � �� � I , . 55 0 � / � n � o n O ;� ', � i�' n n . . O � � � cO � -� ! � '� 6 LF 8 WATER � � / � 1 ; TBM4 - ❑ Cut in median nose located �600 feet east of intersection of Davis Blvd. � � � � � I � � ---. c�'n � ��o � � �� � o � + � and Dove Road. Elev. 648.47 � � Q � � p � " � � , � O � W _ _� � RELOCATE I_ � � � � o s ;`( � Z Z � o�; � EXISTING FH - - _ � , o � I W � � � � _ �� �' o - �� o �� � o � Q Q � � � � �� �$ R�P — -�� _ �o ��� , � �� � '4 U O � � � x / �— ' 0 �,�� � � c�;� ° �O� _� � ° � w 4 z � -� � � , � � � � ° ` � 1� �� � � o , � �, ' ��` �� ° � � INSTALL 16 LF 18" RCP ����� — — ,` � o � � � �� � � '�, THESE PLANS ARE ISSUED FOR � `��� , _ n � ��� ���`��� FOR CONNECTION TO 0 825 AC. — _ `- � � THE PURPOSE OF PRELIMINARY v; !� ! ROOF AND PARKING 35,942 SF � � �` REVIEW AND ARE NOT INTENDED > �` � � \� � \ �J g U I�I D E R G R O U D o � � I I �, FOR CONSTRUCTION. Q ?; � / s GARAGE DRAINS � ,. , � '�; �� � `��, ,`, ������ PARKING SPACES I �� � � wHEN issuE� iN '�� FINAL FORM THEY WILL BE � ���' �, � � � � I � �i ' SEALED, SIGNED AND DATED. � � ��� �, 328 S� ; ; � � � � � � �� � ���, / � � � o � FFE LOWE R LE EL 668.00 ; ;� Q ,� � � � �,. �j y� ���,���. � � � � � �`�� o�� �['�� �� FFE UPPER LEVEL 'C)7H.00 i ' + �� l, RESPONSIBLE ENGINEER: � ;'� � �`�� � ������, � � �ti ���' � � i i � TEX�AS�REG STERED�ENGINEERI�G i �� � � � INSTALL• / II � i j FIRM F-1046 ~,� ,.. w � �, �`.,;,\ � 1 - DUCT BANK STUB INSTALL• � I WILLIAM R. JANNEY, P.E. � • 4� --- CONNECT TO EXISTING » INSTALL FIRE J j TEXAS REGISTRATION N0. 108663 a `�:�, \s ♦ c 1 - 8 SANITARY SERVICE I � `s � � » I � JANUARY 14, 2016 �, \ s�� ' � � w.�` � ` DUCT BANK STUB CONNECT TO EXISTING 8 �CONNECTION � I �, � \\ . _ __ � � `�, � '� � � �� �� �- - SANITARY STUB � � � CAUTION 0 � � „�- � � � � ��i ��� I I I I /� . % � � � A $.� � ` �-_ n � \ � � �� t `� \ - \ N / 0 � \ �'�`- ,���, \_ INSTALL: FDC w 1" \ � Contractor to Verify exact location . � � �v \ �--- p � � '�- — 7 � S. '� r� Q & Depth of Exist Facilitles Prior to a � � `� � �--- ��- ` -pa- � 1 _ 2 DOMESTIC WATER SERVICE � �,`` \ any Constructlon Activities � 1 � � � � \� �__ O� � __�;_ � � 1 WATER METER oo� �\ `'� � " '� . ����� � - � ° , 1 - 6" FIRE SERVICE ` ` CAUTION ! � ` ' � _ ��� � � �� �� -__ `� ��.' �,�� CONNECT TO EXISTING 8" WATER STUB � � � � � �, coNTACT: �-800-�i�-TEss � � � ����-, . � \ � ��� �� H� �Rs PRioR To coNSTRucTi�N o `\`, �` ��\ ���`, �`'�'' � �� �� �'\ � I N STALL � � �- � A � � o ���, � ���� �' '�, RELOCATE � � � � �� �.A °�� „ , ��� \ � � � N �� REVISIONS Q �� .� A � 31 LF 8 WATER �� � . � ` � EXISTING FH 8 WATER - � � \\ � �, � � �` \ �I N = REV N0. DATE DESCRIPTION M -\ �n ',, � � � ° RELOCATE � � � / \ '; ',� , '� � o � / � � � (/�] � \�'' � � � \ w \. .,_ o � EXISTING FH ! �- � / \ . \, \ �. � \ \ f o � A� � � � U \. � -`-�_ \ / . •� ° ` I N S TA LL � � �'� � �, `�. , �� ` �'--� __---'' � � . � � �� , ; � 100 LF 8" WATER a� Q- �v � � �\ � - -- .��;" � \ , � ��, �� � ., \ � � �� �_ � � � ��\��V �``� � , , /.';� � � � � �1 '� � ,,� � c, � � \ INSTALL� � � ; ss� � _.� --- � � � \ �z � � : �, ,, � _ � �� � � 19 LF 8 SS �� ,` � � ---- --- � � � � � �.�' � ;� � � � � ,,� ���` �� ��� � i � , ��NSTALL �'� � A , � � ,;�,�, � 1 LF 8 WATER � � � o ��A � ..� � � � ��. �_ � DRAWN BY: � \ / �, , ` � �— � � ���--� '` � � � � ; \ ''-- _ � "�� '� � � � CH E CK ED B Y: Y LEGEND � � � / �� � �� � � � � \ \```� � \� \� -�L-. \ , DATE: o FH�- PROPOSED FIRE HYDRANT \ \ � �� �� V� \ �, ° / �� � � PROJECT NUMBER: � � � Y SSMH PROPOSED SANITARY \ �`,, \ � � o � MANHOLE FIRE COVERAGE / ', ,, \ � � � Sh eet N O. � \z o FDC,�, PROPOSED FIRE DEPARTMENT CHECK � � \ \ �� � �, �'` � � � WATER , STORM , w , W PROPOSED WATER LINE / � \ \ Z� � ?`, � � � � DUCTBANK 8c �- � � � N ss � \ w � PROPOSED SANITARY SEWER / \ / �z � � �� \ SEWER PLAN �J PROPOSED STORM SEWER \ / �� \\ \ � � � . . , � � / z; C8 � � °% ma � � �� �� TROPHY CLUB w � � �-�— �, _ � g � ����.�RIA� � � , _�- - __ � �� � ,� � ������ ���� � Fp6R � y � � ��R� � cr� � �G�, �aoe JAMES ���R � - !/ I _-�= \ j ��.`' Medlin MEqO� ��n � - 5�,,� Cemetery Golf y � j � � � ��R`� S��( ��JO Course � a o � OS�ART � D / I SJ� TROPHY �20 �AIF�,q y SEMINOLE w �� j v O F P T A P �� �'F'� `P �q cF F J� _ � �' � � SPA�I����f�E v' / / � � \I, �` ��4 � Gpvo �p��L r RESIiMEADO`N Wa Z � Q B E 6 � � Fl L T E R F A B R I C M A T E R I A L S E C U R E L Y D A R .O,W •) � / � j � S� U' �� ERNES S a x � � W 1� \ I F A S T E N E D T O T H E P O S T S O R (I F U S E D) I D T H � ` -� � � G I N� Y �� THE WIRE MESH. Q W � � � �i�'m� � I Q � S1EEL POST ARI A�J`-E � � __- --- _ ------- _ � � � � <o z y J Brown & Gay Engineers, Inc. � ---- _l_ - �' � 7 — - - ��_ � WESTLAKE � � c� INVERNE � 2595 Dallas Parkway, Suite 204 APPROXIMAlELY 8" OF FILIER �' / , � — � � � � FABRIC MAlERIAL MUST EXTEND ��= � � ==- �� � ��- � - � --- ; � � FrISCO, TX 75034 \ �� — — ` INTO A TRENCH AND BE ANCHORED j / / / _ _ � _ _ _ ��`°� � � O ,,'/ Tel: 972-464-4800 • www.browngay.com � FOR ADDITIONAL STRENGTH / WI1H COMPACTED BACKFILL MAlERIAL � � �n I — � ,� � ���`� FlLTER FABRIC MATERIAL MUST _ � ���� Vv � � � � 0P BE ATTACHED TO A 6-INCH RUNOFF , _ '� � �_- �� _� _ � � A., � ( TBPE R@glStfat1011 NO. F-�O46 � (MAX.) MESH WIRE WHICH HAS � — —/ r. � � ,�� �- W � � � � \ � � ��� "'"c Contact: Will Janney i BEEN FASTENED TO THE POSTS. � ��a �j �j� �- � � ' — — i � ��. Te1: 972-464-4835 . � � � ��� � � � � � � � / � � � \�, Q , o / APPROXIMATE 4"X4" � _ ,-o �/ I � 114 Copyright 2015 � .A � � � , / TRENCH �`'� � � � q o � ��V� �n 8�,� / � � , �� . -- � � � � i ���A� po� � �� '. ,'��1� Q SOLANA / � \ ��- — — �� '�6'� $ � � � �\� / / / � ," � ,l — — � 0 / s , Foc o��r � � __ � -- -� ��� oD s `' — Foc g< � — — G- FURNISH & INSTALL: Fa��F�' � DOVE ROAD o,�s __-- - N STA�� N G A � �TER FABR C S LT FEN CE - �' -� F�RN�SH & INSTALL: °'� $o --`�� 20 LF OF � � � � � _ ��9TF - � — � SILT FENCING � � �ooa N �.- ' = FURNISH & INSTALL: % g80 LF OF � Q � � ��� � � � � � _ �_- �� � , 242 LF OF SILT FENCING <�� __ � � �r� �� . .<� � �j� � - � . - . // 1 �� � � � W '` ,r—_ �� �/ SILT FENCING VICINITY MAP -- � � � I (NOT TO SCALE) DEVELOPER _ -` / � �� �Foc 0 r _ , � \ - r� _ � � � � \, I CENTURION AMERICAN � � � � � � � i � � _ � '� � �S -� I � 1800 Valle View Lane, Suite 300 � � ��. \ r�'I ,- �' ,��, � � � � I -� � , �_ � Y :�;. � � � � � -�C—FOC—;.�� � � , . � a _ � � �,�1 � Farmers Branch, TX 75234 �� a o , � � ��� i � � p °� o _ _ _ - - - � ��' � � 675 � �/ , Contact: Michael Beaty _- - - - - � o - \ r L - � ���j Tel: 214-287-9009 � ; � FD � I � � � , `° ' „�_ � FURNISH 8c INSTALL: i � `� — EAK rn� W , � � I � p I 1 �� 117 LF OF I RADE BR o m � ° 'Ih . � � � , SILT FENCING _ F D C Y � ` � �° ° o , � �R p,p E E M O O R E L A N D ; � � � Q � ` �LI ` I � � 9�n�rr�n;y ���vrl^;.rt�:�nt . .� ,��:tr.ic:�:n � �- �° , �� � 6'� Q � ��._ ;:; � ° _i � � � � � �� B�A� �� Horizontal Scale: 1" = 20' � \ � � o - '� -; � L - o � 1^ �/ C � � � �/ �J G // � � o 0 o rn � , � �✓ o p � —ApE o' 20' 40' ( o � Q ` � � o �R � �� 1 0 � o � � , � RADE BRE ' �' � \ , 1�gREAK w Q Q � � X o � � � 0 1 � �j � w �[� , �6 1 ' 1 � 6, Q � � o � , \ ' , o � _ � LEGEND � ,� , � �� �� �> �RADE g EqK �, d v;, . . __ _ __ ---, o r -' 1 I 6 U � � , � � � � �� �� ` ��� �� o � 1 � � s� � — � � DRAINAGE AREA BOUNDARY Q W � Z � ,, ��" � � � v � � e. � � i � � � �� ^l, .�h � � , , „ , , 1� � EXISTING CONTOUR LINE Z � � � �� o , ��s � FURNISH & INSTALL: � o I 616 ' ' ° o � ,_ ��� 0 1� � � z � w O 20 LF OF � � �� , i.i� � � � ' �� � ; ' � ° \"4 �� '`�� ; L _ ! s5o PROPOSED CONTOUR LINE Q w � � , � �� � , �������'� ! o �� p o SILT FENCING O ���''� �, - �� � � � - " � ��Q-��P��� �� � � � � U � � �� � ����� ��� � '� �����/ '� � / � ' � � � � � � SILT FENCE � Q Q � ; � � (� � M � FURNISH & INSTALL: � ,' ° ' _� �� � - � ,��o ' ��� �� � �� Z W � � � � 182 LF OF Q� � � � � � / � � STORM INLET PROTECTION Q � � � Q , � � � SILT FENCING � � �� � �RA�E gR � o � ' � � �� � �'i U Z �� � � � 677 � EAK / � � � � � � / ! � � � � � � W � � � �� � �� �� � � � ° o � � ��'��, � �� �, � �� ' 1 LS STABILIZED CONSTRUCTION ENTRANCE W r � � Y � �� �� � , � � � � , ,� � � v � — -- - _ � � � , _ � � Q � o��� � o o ,, � � � r t � � ° 1 � �_ � � ."�I � ° ' o � _o � \_ � ' ° 6�,3 � DRAINAGE FLOW DIRECTION Q 0- _ � m � , Q • ; z c� � , -� � o , � o _ _ �, � � � � _ _ - --- — � , � � � � � _ o , w �j 0 � ��I c� I � � �,�'� �- � � , ° o � � �� �, � � �� ��./ STORM DRAIN INLET - � � � � 1 - n � � �_ �4��0 � �_� �- , o o ° � � � 1 r � \ � n � c� �� ° � � O � � - � ,� � -- � ,_ � � � � Q . , /X , o � �� � � � � _ _ �;/ � � � � - ° � �� � o � � �� � � ' � �� � � � � � � �.� � � / �� � �� O ��� °-� � ✓ � � � , �N � n - � � � � N . ����\�. .�� n pY o n V � n � � > , � , _ -��1 � � U Q O ; /` _� � »��,�s � � ; , o � `� Q a� � 4\\' ' �� :5 � 7� ' ' � `� /� �, o � ° � 0 �— � � ��� INSTALL STORM INLET � ' 1� S _ �L�- o ° � � � FURNISH & INSTALL: � i —�L _ �� o ; -- --- _ �, � � � PROTECTION � � \ � - _ p � �� � 23 LF OF � ', o�, � - - � � � , SILT FENCING ` / I THESE PLANS ARE ISSUED FOR � M � '', - -�L ; , � THE PURPOSE OF PRELIMINARY w ol z + � � \ � - -� � ' / � REVIEW AND ARE NOT INTENDED �. __._ o � '�, � � � � / � I FOR CONSTRUCTION. � I � \ ' I ,_, � / , � I � WHEN ISSUED IN Q ` r;`-'l \ �,� ` � FINAL FORM THEY WILL BE ' ` I \ � ' '� -_� \' �-- � _ 670 I � SEALED, SIGNED AND DATED. ` I G .� � \ 668� , � , \ II � l � � � i ,/ ` � � , �, , 1 - a ; 1 \ \ \ I , ��-�, I' , `\ � � �'� o� v /-� � O RESPONSIBLE ENGINEER: i ' _ \ ' __ --- - - . , � ,_ ,,, � — ' rn BROWN & GAY ENGINEERS, INC. \ � � \ � ��% 66� II \� � \ � 670 � I TEXAS REGISTERED ENGINEERING � \ _�_ � � l ��� \ � � . a \ ' _ z �� � V � _ � �� �� �� � ����� _ _ __- -_ _ � 0 �� FIRM F-�0�6 � / � � � ss I ` � \ � _-__ _ � � N � \ _, , � � _- - �� � , � ` 669 � � \ \ \ \ \ 6 - I \ \\ \ . _- � � � N WILLIAM R. JA N Y, P.E. / �� N TEXAS REGISTRATION N0. 108663 -__ � � � - � awi � - \ � � f ` �_�� \ �\ -_\� _ g � .^� JANUARY 14, 2016 � ����_ � � � � , � � ��� � � � � � � � ����..� � � �. 66 � � � � \ , � i � \, � �r�� � � � � � � �� ��=. � ��� � / ��� � � � � � i i C A U TI 0 N i i , , � �. � � p � . � � � . . � � =�o `o ��� \ � \ � � � , � � FpC � �� � � ��, � r� Contractor to Verify exact locatiun a �7� � � � � �� � � ' ,� �` 668 � � � �� �1,L & Depth of Exist Facilitles Prior to '� �� an Constructlon Activities � � \ � \_ �O ' �� � '� � \ � y ,�- � � � � \ 660 � � �- � � ;� � i N � \ i a � \\ \ � s � / ��4� 668 \� ` �, ;' / \ � � CAUTION � � � _ \ � \ \ � \ �-� __ � � P �, � � coNTACT: �-800-�i�-TEss � �- . \ \ 1 � � � i - / � 48 HOURS PRIOR TO CONSTRUCTION � \ \ �_\\ / � � �� �� � � � ���� TO P VI E W o � A_ �__ �r�6 ° ` �i�� j # � °'� � \,% Q 50' �lin. \ \ / � � � � M — — — — — — � � \ � - _ / ` , � \ \ ANY LENGTH PLUS 12" T� SEAL ENDS REV INOONDATE DESCRIPTION . . . � -- . o Concrete Boulder Type Rip Rap, \ \ � \ FU R N I S H & I N S TA LL• ' � � � \ � � , _. _ ;� �%� �%. �i�� �%. �i�. �%. Grade to Prevent Runoff from o � � � � � � � � c Leaving Site , \ � � ,_ � -- _ _- \ � ��� � �/� ./� � �/� '/� � '/, � �/, , � � � o FilterFabnc � \ � �76 LF OF o _ , , , , , , , , , , , , , , , , , , , , , , 7 , . � . � i � . � . � i � i � � \ �� SILT FENCING ' � ' � ' � ' � ' � ' � ' � I �_ �. , , , , , , , , , , , , , , , , _ , , ; , , ; , , ; , , ; , , ; , , ; , , ; , 19" \ � „ � � . , � , , � . , � . , � . , � . , � , , � . � � . � .. \ \ \ � �. ... , �.............. ...... \ � \ _ /...- /, i �/// %i',/ i %,, i �i/, ii'// i //, i //, � . — i � i � i � i � i � i � i � i � � e , � �__ �� FURNISH & INSTALL. , , , , , , , , 12N , , , , , , , , , , , , , , , , , , , , , , , �� �� . __ \ \ � � � \ \, 66� , .� �� �''% 12 LF OF /, � ' '� ' �� �� ' �� ' �� ' %, ,� � , , , � , � , , � , / ,D D � .. \ � / . i� ,' �� ,, �i / , �� .' / / ., ,� / // /.��� � C • , • •� \ \\ \,. \ .... \... \ ......,\..�\ .... .�....,., / � � � � � � � � � � � � � � � � � � � � � � �, . ��, / _ SILT FENCING 0 a ` � � Existing Grade \ � � \ � N \ � � � • . � _ __ _ ,_ i' � Roadwa o P R OFI LE Y \ � \ \ \ � � \ � � / i . : � .' � : � : � : � / � : � '-' DRAWN BY: -o \ \ \ � � / ' � ' ' � ' ' � ' ' ��.' ' � . �' � . ' � . ' � 3� � � o — — — —� . � � �- � \ / ` � I ,� � 11" _ ; � , , , � , � , � , � , � � � \� � \ � � , / / i — • , , /��, :��, �:� , �:� , �:� , �:� , �:� , 4, CHECKED BY: w / , , , , , , .T . Y \ \ \ \ \_ / � f , l � "`� � I ( \ � � � � � � � � � � �� � � � � � � � � � � � � , � � � � / / � � y\ � / � / - �, N � 50 Min. .p , NOTE � \ �----- �--- � °' — — — — — — . . __ ._ �____ -- I \ DATE: � I Transition to Roadway � �. ALL WESTLAKE ENTRADA INFRASTRUCTURE ASSUMED AS �_ \ \ � � � �_ — � � � � � � � SI D E VI E W EN D VI EW ° - � EXISTING FOR THIS PLAN SET � � � -�- _ _ `__-- -� � � � � � PRo�Ecr NUMBER: NOTES: o �� ' > � , � � \ � �- �i ! \�'� 1 1. STRUCTURE: 1/4" GALVANIZED HOG PANEL FRAME. . U `V , '� ° \ \ \� —! � \ � 2 FABRIIC� ECURED WITH W�'� CLIPONOVERME8TINCHES. v m � � °� TBM1 - ❑ Cut in median nose located N 700 feet southeast of intersection of Davis � � � _ � \ �\__ �� S�"12 2 t N O. i — \, � �_, � �_, � -� 3. GRAVEL BAGS: W PROTECTED FILL WITH GRAVEL OR ON SITE DIRT. z , , Blvd. and Dove Road. Elev. 668.96 � ____ � 4. GRAVEL BAG PLACEMENT: ENDS, TOP AND CENTER. �� Radius �5� ���., �' . � . „ � �� � ER0SI0N C0NTR0L w � TBM2 — ❑ Cut in median nose at intersection of Davis Blvd. and Bull Way. D EV E LO P E R 0 W N E R S U R V EYO R/E N G I N E E R A D VA N TA G E S: z w R.o.w Elev. 679.58 A) EASE OF INSTALLATION P L A N (�N — B) EASE OF MAINTENANCE Brown & Gay Engineers, �IIC. C) HINGED AT TOP AND BOTTOM TO FIT MOST CURBS u' � PLAN U�EW TBM3 - "❑" Cut in median nose at intersection of Davis Blvd. and Bear Way. CENTURION AMERICAN MAGUIRE PARTNERS - �) caN BE REUSED �Z Elev. 683.26 � 500 West 7th St., Suite 1800, Fort Worth, TX 76102 �g 1800 valley View Lane, Suite 300 SOLANA LAND L.P. � � z� S T A B L Z E D C 0 N S T R U C T 0 N E N T R A N C E �, � N Framers Branch, Texas 75234 g Villa e Circle, Suite 500 � TBPE Re istration No. F-1046 C g TBM4 - ❑ ��t �� median nose located 600 feet east of intersection of Davis Blvd. g g H E A V Y D U T Y C U R B N �E T P R 0 T E C T 0 R o a and Dove Road. Elev. 648.47 Contact: Michael Beaty Roanoke, Texas 76262 Copyright 2015 �� Telephone: (214)-287-9009 mo `: TROPHY CLUB o o � __ - _ ._ , ____ � �-.:.:�. <N O — I I � S�O O �Q- � � �� ; �EL� �J CR�'� 0� ��'� c�BOB JAMES ��.`'� Medlin MEqO�� � ��n � � R�S�,,� � Cemete�0y Golf r Y J C`` gE SE ��, Course J o � SV� TR�PHY y FAIF�,q SEMINOLE �-� � v �'�Q �P Vl�lq y w= = o v� _-�_ G ��4 ��9 Gpo ��o�cY FRESN MEADO`t'� W a Z � � � � ,�. \ s'�G v' �u� �NVERNESS a x I � w - � � �2�¢)� � I Q � � �o z y J Brown & Gay Engineers, Inc. � Lv D �-- W � ' ' WESTLAKE � � = 2595 Dallas Parkwa Suite 204 � �, � � � � INVERNE � y� -� � �v' -- � � N � � Frisco, TX 75034 � c D o.w .� � — � � � �� � .. , ,� R. - � Tel: 972-464-4800 • www.browngay.com ��� _ __ � �� W �� 1 � / � LE W��TH =- — r TBPE Registration No. F-1046 Cv AR� A �-- �1`� _ � -_ � ��� "'"c Contact: Will Janney W � � � Te1: 972-464-4835 �_- � __ -� � � 0 114 , Copyright 2015 — W � � � � % �ii � '��� � Q SOLANA �� / ------ - V`� �' _- -- � r ' .. _ _..__,--- ._- . � -_ 'FO�FO� �_-� I ��pt�G _.. .- V`� . �._. C . — � --. `' F .��--- -- . � _- G�-" .. _�� iF��',OC DOVE ROAD G���S,� W - - ___ �- . T �` - — � � � � _— J .� _- r. __.. � - _. o ��s�F _ ____- ��, J -� � . _ __. �__�_. � 2 / � �� — � _ � �ooa N ,.. __ � W � � � __ . � .. -- � \ , �Fo� f �. . , � .. �_ _ _ �`�� a �� --- _ -�- - � W - --- ; VI IN MAP - - _� u _ _ , , � � � � _��,. � �� - - — ,j � " - --�` � � 1 � �� �' ` � �� w _ � A � � C ITY ` � �� � — � __ ___ � _— _--- o !I r — � `�i ,x ' � j (NOT TO SCALE) DEVELOPER _ -� � � � �_; � _ �, . � � � � �, I _ _ - � � � � � , 1�� � CENTURION AMERICAN - � � � � � � � -, �� 1, 1800 Valley View Lane, Suite 300 - � � ` � ��. � �� -�� � � � �- � �=��—F��- Q � � \ ` � � �� 1 �'� �� �`�� Farmers Branch, TX 75234 � - �� � '� o _ _ — 1 � o � � _ _ � Contact: Michael Beaty - - - . o '�� � I r - L - � I , Tel: 214-287-9009 o� � � � _ - � G I I � � � � , , � � \ � • � r � ��� _ ����� ,� o �� � . 3 � '� � \' ��� � � � M O O R E L AN D� o � ` 00 � �� — n v � � �� � � � � � Eng�n�rr�n;y • [,�vrla;.r1�,..nt • �,��:tr.ic:�:n v � � � 1 vV ° o ' L — \ � o , \ � � � _ —,� � � o � _ � oo � o0 o � \ v o\ � I I \ . � � � o p o l � � � Horizontal Scale: 1" = 20' � X � k , \ , � '� Q � W � P �L _ � i � � � � � � o� �,� o � � 8 � �i o r - -� o' 2 0' 4 0' (� ~ ° � � i Q w � � v 1 � � ° 0 1 � � o ° � ° � 1 z � o � � � � o B �s o 1 ��g � u �n � o /� O 7 � ! \ � c � o � V \ / \ 1 I �- � � w V � � � � ` � � � L � �/ � L J a O w U z � ' � o ° O � o r / 7 � �� � � � Q Q U � W M � % � / \`�/�^`� �/ � Z � � � 6 � � � � � �� Q W � � \ � , ° �� / � / / �i U � � � Z � � Q � �/ ��'��, � � � `� � o � % � � �� � � � � w O ,° � �..� " � �S w � J Y � � ' — � � p o � � � � � � � � � � � � / pv � O � � \ � � � � � , � � � � o / Q � _ m � P � � /�a �„ , �� o 0 � . � v � ° n �V °v � ��8 � � v � � � � � W Y � V � \��� � O � � � � o � L � � � � ° � � � � � �"�,� ° � � � � � � 1 � �� � � � 0 p a � rn �'�� ° � � o J I ° ' � � L �p . � �� �� � � � � �� � � ° � � � � � � _ �� o o � � _ � _ � � o Q o o � o 0 N � -� . . � _ �_ o �V c � _� p o � � I / _ � � '� I . � � � _ _ _ � o ��V o � . � ° — ' o ° [ THESE PLANS ARE ISSUED FOR � ���� �� i — —�� _ �� � THE PURPOSE OF PRELIMINARY REVIEW AND ARE NOT INTENDED z � � FOR CONSTRUCTION. �� � � / � WHEN ISSUED IN � � � ' FINAL FORM THEY WILL BE � � SEALED, SIGNED AND DATED. � ��� �v� �\ '� —> \ , Z �� ` � v RESPONSIBLE ENGINEER: Q � BROWN & GAY ENGINEERS, INC. � 4 � \ O L E G E N D TEXAS REFIRMERED 046GINEERING � c� \ z � � SEAN P. MERRELL, P.E. � TEXAS REGISTRATION N0. 95803 � \ ° \ � � ,� r PROPOSED LIGHT POLE MAY 5, 2015 vi \ o p � � � ' � 1 � � CAUTION � � � �` � ° SERVICE � � � I PROPOSED TYPE A GROUND o � o �� � � � Contractor to Verify exact locatiun �' BOX WITH APRON a �� � � ' ,�V � & Depth of Exist Facilitles Prior to � O� o � M E T E R any Constructlon Activities � � � � � ES �p � _ _ � ��, � PROPOSED CONDUIT CAU TION ! ! ! �' \ � 3 ° � CONTACT: 1-800—DIG—TESS � � '�,A � � �� � �� TRANSFORMER (POWER �8 NouRs PRioR To coNSTRucTioN � , ��� ° � � � SOURCE) Q �� � �j \ REV INOONDATE DESCRIPTION ' CONDUIT AND CONDUCTOR RUNS � � � %�-" ; '� � SERVICE METER , ° � �,r ; � � CON DUCTOR CON DUIT �,� , °� 7� � �o RUN 21N. PVC 21N. PVC � �� � � ,, ;� � N . #8 #g HDPE H 4 � � � � �� � `� ��� ILLUMINATED AREA (PHOTOMETRICS) � O BARE XHHW-2 SC O 1 ` � � \ � � ALL AREAS OUTSIDE OF SHAPES ARE 0 � BORE TRENCH � �� � FOOTCANDLES, THE INNER SHAPE IS AT LEAST �, \ � I 0.2 FOOT-CANDLES AND THE OUTER RING IS DRAWN BY: � �✓ p \\ I I 0.1 FOOT-CANDLES. � 1 15 30 5 � : �` o f �,i � I CHECKED BY: w 2 75 150 65 ---- _--- � \ � � o - � \ � 3 105 210 95 � \ � � oarE: , 0 4 95 190 85 V ��� ' � : N oTEs: o \ � � 1. ALL WESTLAKE ENTRADA INFRASTRUCTURE ASSUMED AS PROJECT NUMBER: � S $S 17O 7S ��� � , EXISTING FOR THIS PLAN SET 0 � 6 65 130 55 m Sh eet N o. Z� 7 25 50 15 ILLUMINATION OFFSET �� LIGHT FIXTURE AND POLE DESCRIPTION STATION LI G H TI N G �C w � s �s 1so 65 STRUCTURE ID (FEE� P H O TO M E TR I C P LA N ZN 9 25 50 15 ELA LIGHTING - BROOKSIDE FIXTURE / P3012-14' / CR-24 / H3 / 40LED / 120 / DSFG L1 w 10 85 170 75 ELA LIGHTING - BROOKSIDE FIXTURE / P3012-14' / CR-24 / H3 / 40LED / 120 / DSFG L2 �Z QQ �N 11 20 40 10 ELA LIGHTING - BROOKSIDE FIXTURE / P3012-14' / CR-24 / H3 / 40LED / 120 / DSFG L3 � � 0 Z � � ��o �� mu � � Project Name: Type: — � — — � — - � � '` _ Notes: Order Matrix Number: � � '_ � ' ` � ' ` Ordering Matrix � � �� Environmental Lighting for Architecture, Inc. � � � Environmental Lighting for Architecture, Inc. Brookside - BRK � 2 3 4 5 6 � s 9 Brown & Gay Engineers, Inc. Fixture / Size / Mounting / Optics / Ballast / Voltage / Lens / Color / Option 2595 Dallas Parkway, Suite 204 BRK / 18 / PT / H5 / 150PSMH / 120 / FG / CY / -- Frisco, TX 75034 Tel: 972-464-4800 • www.browngay.com 1. Fixture: BRK � - 1e"2" - TBPE Registration No. F-1046 B R O O K S I D E , ' � Contact: wi�� .lanney 2. Size : Tel: 972-464-4835 : Copyright 2015 . 4 ,� ,., The Broohside is an eight-sided lantern with a tradition�l "gothic" : � ��„'`�� : ��^, style. Suitable for pole, cross arm, w�all, or pendant mounting • _:� . � �� . ; conditions, the Brookside is the perfect specification for shopping � Mat��X#: �s � . Description: malls,decorative street lighting,parking lots,government buildings, ; Notes: Max Wattage 250W . EPA: 2.6 _ _ � site and walkway lighting, libraries, museums, churches, high-end ' Weight: 401bs. , 3. Mounting ; DEVELOPER �' residential applications, and much more. � � �D��uO � - � � �� CENTURION AMERICAN �r � . � I 1800 Valley View Lane, Suite 300 1�'� • �� _ Farmers Branch, TX 75234 Constructed of high grade cast aluminum and protected with a : — �� . ,`, ,.<. r��_ n t: Mi h I B �� Co tac c ae eat � _: - Y � � : T Tel: 214-287-9009 durable powder-coated finish,the Brookside is built for the toughest Notes: � Matrix#: CA eP PD PT sP wg 1.Please consult factory for Poles,Wall • Brackets,and other mounting options. • Description: Cross Arm Chain Pendant Pendant Post Top Stem Pendant Wall Bracket of outdoor conditions. The Brookside can also meet the performanc� : MO O R E L AN D 4. Optics ; Horizontal standards of today's high lighting demands. It's available with . � , R � E ng�n�o r�,,, . ���v r I:,�.rt�:�n t • •�a�:t�.,�;,:�, : ���' ►�� Type III or Type V opties; with the horizontal lamp confib ration ; �����,�.�� � � Matrix#: H3" H5� pTOV1C�lrib a CUt�Off fOT DaTIZ Sk1eS appllCatlOriS. f�V�illable 111 Up t0 � � Description: TYPE 3 TYPE 5 � . = W � ' a maximum 250 watt Metal Halide or High Pressure Sodium, the : Vertical � Q X • R � Q � W Brookside can also accommodate today's Low-Energy requirements : ''" �l� �� � � • ,��; with u to 75 watt LED or 250 watt Induction sources while still Notes: : ,' s Matrix#: V3•� vs U � � � p ' � Description: TYPE 3 TYPE 5 Q � ~ * 150W max lamping. w maintaining excellent light output. •• Glass refrector required. • — � � Z Z J 5. BallaSt ; Description:Pulse Start Metal Halide High Pressure Compact Induction Induction Induction � � O • Metal Halide Sodium Fluorescent Bulb Type Tubular Type Circular Type Z � U ; (Watts/Type) (Watts/Type) (Watts/Type) (Watts/Type) (Watts/Type) (Watts/Type) (Watts/Type) ` � � z • Matrix#: 50PSMH 50MH 50HPS 13CFL 35iB* 40iT■ 40iC■ � O U Q The Brookside offers a classic traditional look while meeting today's ; 70PSMH 70MH 70HPS 18CFL 55iB* �o�c. J • 100PSMH T6 70MH 100HPS 26CFL 85iB* 80iC■ 111b�1 peTfOTT111riCe Sta11C�aTC1S fOT Ilblltlrib. � 150PSMH 100MH 150HPS 32CFL 100iB" U 175PSMH T6 150MH 2O0HPS* 42CFL � M � . 200PSMH 250MH" 250HPS' � W � � Notes: ; 250PSMH" � � ~ � 1.Electronic ballast available for 50,70, . Incandescent LED � '^ � � � ''i and 100 watt MH lamps. N 2.Other wattages and ballasts available. � (Watts/Type) <�TYPe) LL V J \ � z �Y Consult factory. ' INC 40LED w Fits vertical only. , � � � ■ Fits optics horizontal type 5 only. w ' Q � � � m � c 17891 Arenth Ave.,City of Industry,CF�91748•(800)423-6561 •Fax:(626)965-9494•www.ela-lighting.com•info@ela-lighting.com brookside-spec•Page 1 17891 Arenth Ave.,City of Industry,CA 91748•(800)423-6561 •Fax:(626)965-9494•www.ela-lighting.com•info@ela-lighting.com brookside-spec •Page 2 z (n � > I ' I w � U N 7 � � ���� � � \ � � � � LL � � ■ � � ■ � � � Q O o � � � � Ordering Matrix � � � _ Specifications and Elevated Scale w � � � N ■ ■ i � ■ ■ i � Q � � � � Environmental Lighting for Architecture, �nc. Brookside - BRK � � � Erivironmental Lighting for Architecture, �nc. Brookside - BRK U Q Q � 0 � � `` 6. Voltage Matrix#: 120� zos zao z��* 347 aso 3 Description: 120V 208V 24oV 277V 347V 48oV Specifications THESE PLANS ARE ISSUED FOR � �o��ytnese�o�ta9esa�ea�ai�ab�ewitn�Eo. THE PURPOSE OF PRELIMINARY w Fixture Housing:One-piece sand-casting housing,cage,and hood. The castings shall be free of any foreign materials or cosmetic fillers. For wall � 7. Lens REVIEW AND ARE NOT INTENDED i'i �I and arm mounts,consult factor for installation. o y FOR CONSTRUCTION. � � � � � 1� WHEN ISSUED IN i � 3 � �� � � Optics: For horizontal lamping, refle„tor units shall be hydroformed or segmented sharp cut-off optics. Specular Alzak optical segments are rigidly �' � � '� � �` �� � FINAL FORM THEY WILL BE I ,�I' � , ,, ', �� ��, i; �ii , �,. .�, �-� mounted,which attaches to the housing as a one-piece module. Reflectors are field rotatable in 90°increments. For vertical lamping, units shall � � �' a'� i �I •'i � ��, �, yy p7 I I��, �'i ;' utllize borosillicate glass refractorswith open ends. Fully rotatable on site. SEALED, SIGNED AND DATED. o I �'' I���I I / 1-� :�I�J � ��'� �i� ,o�, I �- ' ` Electrical Module:All electrical components are UL and CSA recognized,mounted on a single plate and factory prewired. Quick-disconnect plug for � "� �'. °�,-�v'", '� J'. `� �`" ``'� �". the ballast module is standard with all ballast options. Reference pages 2 and 3 forlamp characteristics,ballast types,and voltage technical data. RESPONSIBLE ENGINEER: � 1.�`= "_ � �__ �� 1'_ � 1�-- BROWN & GAY ENGINEERS, INC. � Matrix#: CG Clear Glass FG Frosted Glass OG Opal Glass DSCG Clear Glass DSFG Frosted Glass Lens:All glass panels to be 1/8"thick tempered glass and shipped separately with gasketing supplied.The Dark Skies lens options shall be tempered TEXAS REGISTERED ENGINEERING c� Description: CA Clear Acrylic FA Frosted Acrylic OA Opal Acrylic (Dark Skies) (Dark Skies) glass,factory installed. FIRM F-1046 � 1J.Alel glass is tempered flat glass. CP Clear Polycarbonate FP Frosted Polycarbonate SEAN P. MERRELL, P.E. � Finish/Color: Finish is super TGIC thermoset polyester powder coat paint. ELA offers RAL color matches along with our standard color selection. TEXAS REGISTRATION N0. 95803 � Powder Coat Finish Hand-Applied Finish Custom and hand applied colors are available upon special request. MAY 5, 2015 �, 8. Color � Matrix# Description Matrix# Description Matrix# Description � AG Augustine Green MG Malaga Green CH Cracked Hide Certification: Fixtures shall be listedl for outdoor,wet location. UL1598. IP rating 65. i i i i j GY Architectural Grey MN Midnight LV Light Verde CAUTION oCC Charcoal PW Pewter OR Old Iron CAUTION: Fixtures must be grounded in accordance with national,state,and/or local codes. Failure to do so may result in serious personal injury. Contractor to Verify exact location a CY Clay SS Sand Storm R Rust & Depth of Exist Facilitles Prior to oDB Dark Bronze SB Statuary Bronze V Verde any Constructlon Activities HR Harbor Blue VL Village Green ELA RESERVES THE RIGHT TO CINANGE SPECIFICATIONS WITHOUT NOTICE. ` NoteS: HP Hammered Pewter W White � Consult factory for custom colors. C A�T��� I I c°> 48 HOURS��PRIOR 8 0 CONSTRUCTION i 9. Options o --, Elevated Scale REVISIONS � + � ° — — � ' '�� Suggested Poles and Arms Q Notes: U 1)BBU opUon is available forfluorescent � �_ �+ � REV N0. DATE DESCRIPTION "' 'amP°�'y �`� � for the Brookside Fixture % 2)Test button location shall have visibility for BBU TB pCB PCR VR HSS � testing on site.Consult factory for Photocell receptacle Vertical Glass � placement location. Battefy BaCkup Terminal Block Photocell Button Twist Lock by others Refractor House Side Shield 0 V Photocel I Options: � Photocell is available in 120 thru 480 volts. � Photocel/receptacle only fits some cross 24 24 y arms.Consult factory.Specify when ordering. 0 22 22 � Fixture Ordering Example: N - zo zo C � �w\�\ 18 �� 18 `" ^ 16 � ����c, + 16 DRAWN BY: � I ��ii� a o � � BRK/18/PT/H5/150PSMH/120/FG/CY 14 �j � �a � — 1� � � � �2 � � 12 CHECKED BY: � 10 — 10 � `V � � DATE: 0 1 2 3 4 5 6 7 8 9 $ $ o Fixture / Size / Mounting / Optics / Ballast / Voltage / Lens / Color / Option s � ' ` s � I � PROJECT NUMBER: � BRK / 20 / PT / H5 / 150PSMH / 120 / FG / CY / - � Brookside 20 Post Top Horizontal 150 Watt 120 Volts Frosted Clay - 4 ` 4 Y r o Fixture Type 5 Pulse Start Glass � I �I �m Metal Halide 2 � � 2 S h e e t I V �. i Z� - — I--�Z_, —U ,� �� Fixture Ordering Form: Fixture : BRKi�siwg BRK/'18/PT BRK/18/PT BRK/18/CA BRK/18/CA BIRK/18/PT BRK/18/WB LI G H TI N G D E TA I LS w i 1 2 3 4 5 6 7 8 9 9 9 Arm : BR2s CR10A CR26B PM601 BR13 Z� Fixture / SIZe / Mounting / �ptICS / Lamp / Voltage / Lens / COIOf / Option / Option / Option POI@: P30�41-8' P4014B-10' P3025D-14' P3020B-16' C�N Z Options : wi �Q 1. BRK / / / / / / / / / / �� Note:Modi(ications to the fixture and additional pole heights are available. C 11 z � 17891 Arenth Ave.,City of Industry,CA 91748•(800)423-6561 •Fax:(626)965-9494•www.ela-lighting.com•info@ela-lighting.com brookside-spec•Page 3 17891 Arenth Ave.,City of Industry,CA 91748•(800)423-6561 •Fax:(626)965-9494•www.ela-lighting.com•info@ela-lighting.com brookside-spec •Page 4 ��o �� mu W E S T L A K E E N T R A D A m�� � �. ' , � � � �i1. h� , r i .i�ot� � ' y �� � � ��� ��il , � �� �� � I I III' ,, �i F,� � ����iN' � � � 1 � • Y � � v _ � ` � ; � , � , �q: i: � �.� .1F � .x` i l�a ,1 s , +y �i�,�.. '. . l�t ,i�i4� �1 �.� �?�� ,.ti i B,r � i � �,� , � . I � �r� ', � I , � -,;:�; � �w �'�i � � _ :o- 4.� w � Q ��� :..1I �p � • i� Ij.� . . .. 11� .. �� ��, t �xh`., Yp , � � . 's.� .,� \ 3:•.. �, I � � � �lc' �: — �, i aR � �� � "�E - �'-� f� ,� s , � i ' ��� % �. �.,, �� �---� �'' �, �, � - _ � �� ��� � �� ��fy . � I I .� . . ���� +}� J ( I f � -a1:�. '2 f' LA.� V Y j �. / i ' a � r� H f i � J �� y 4 + .�. ��� YS � 1:. ' � C4'. � - . �"�s ., � • "���r„{r�q •. .. ''''�� „ � . �. �. �♦ OiE' r �!, ,� - • � �� r�k. , .}`��Y, � . . �,v.i� . �, -+- r. � (U � � - i;��, ` �� ats ' � ' ...= . � 1 . �� I ' + ' /RJr '../ .f . ► � V . � .:y".`;��R,� ;�!'� 1 R,�' �-- - � ► •. -��i �.e.%�'l���� �� „ ' ..:'cit� . �� �J. :k",��".o.` r . , 1� �1- 1 � �� ��`'{ S `_ \ Pg g \ .{ tg ,e : � \\\,�,u �_.._.. \ M � � �;,{ > �kki� �C �t�.,���� ..., \�y�����,xs ;,>- . � a"�, � ` e`Tk� — � �� ,.� __ � �� ,�iy�y- , �, .r. ,, ��_';�� � '� , � �: —' � `i;; % _ _ i ,.f . - . ' LJW�i ' : �: _�. _ Ay �I � i ='F:�A�� M e :�fl , . � ,, �i ' � ' �. � '��*, v . , . � �'uiL�v ii � ��, � �� .1�� D t11 R � �` e�t��'���,c�a-�:.b ; 0 q ;,�} ; �, ` � p . �. N " ��,+ ,�� ' � : � �� � � :, � , ` �. ,, 4 � � \ ,� a a; � t' :,• ) ��Y^a�y i� � � �� t .1, ) f��_ � �1a� ' ` t � , � y ��� � ��1 1 ' a � .Y` � } 1 � \ ' .d 11 i� � \ a..;� � ."�� ;%a: 4 FF ��� '' � � i � � a' ' 1�, � �n .. , ' I � � � ,.� ,,.� 4 i , � r �� -'.fw���l� I .'.:�,:�'1_�,.T'� � i�T i -f � � � �� �� � � � � [ 1 ; ,3 .� � � � �� ,a ��� - ' / �&������ r -y f rx , ; . �r . ��•� f. , l �°`' . I� ����. ��,�� �y� ' '4��" , ' 7'.� fY�i�,L�. �' ��d ��C . �� • � � � �F._._ I �y 4:a E � I • -� Y . � ��� �y� � � � ��� ��'� � � ��� � � � . . 54 ` i � . , �� . .�:��� y �� i �I � ��► -� � c�s �--.. � �-. �� � �� �—•� ,.� r � .r, � � '^;"�'�"`- I ..j �� } 1� ,, f � � ��� t , � � w ,�>��4� ', ;r+� � � . � ,.- :� ` �„ . � , , , .", �,� ,,_ ; � , .; , ,��, �� -.- r, , �, 6 > ��ti q � r � � � � , � �' 79 �_ ... . i ,M � � � ' �QI ��. . - , . ♦ � ''F.'P.7 � . � rt' , y� ' ' 4 � T' � 1 t �•�� �. � �•I � � • :� I � : � � � , r � � ��� -,. , � � � � �� �:. � , r , ,z > �� E 1� �, , , k� { �y _ � ..� �� . �� �, ' � I , f '� y„ � � � :, , ' r�� '� "� �� ��<, ` � � �� � • A,, � � `, '� �a � . � � �� � � � � ��� � � � f �",�'t, �i ' �/.. � I � '�i?`yt � �� � � � wti h I � � iil !. �' ` � �y�" �i , � � � ���� � , � � . , / . � ���� � �� � '' � �� � �. ;�' ,%P�� ' � .�' �� i;.. �,` 1 � /r '� ��� . �,� . , � � �%/ - ' 4� , - .. I�� /i.' . p _I � li . � � � �6 / �i �� 1 ���:. �al� •���� 1 �� � /�//� � . // � � � �l I 1 �/ � // a` IS �f . , � � � .., ` � . ,: � ..f. 'a. '� � �=��� ��R��1���!""��'_� �'� 'pR �+ r ,.�. .. � • � . • � ��,, �,� ,�, ����� � � . � ��� ,� �.. * ,, - � �:Y` 4 . � �h� � � ' � � � �Gh � �i1�C�� � �'` 1 = ,:`., , �y: � ' ;, � , : �/ �r- , "'�� 3� ��,;�_ T� Ix '�`� �F � ' 7nr. �,`��,7� ^� ���� � , r ' � � � ii• . r �� ��L�:�n . r i�� + ar.�. - — � -w. . � �v.� �y ' .. 4 ;. � � � � � � !r� a� �. . C�... -a�.. . � � � ' � . f Li �.� � � ^�� � �1 T �`,,' '� � � � b � � � . . } ► • •' � '� • . � • �' � ' , �. � '��� ' �R i 1 �, ; �, . , , . y.. ,.. � • ; � � � , , .. .� . ,�, ��. � t_ � �; ,, r ' , r � . , � � �• . �'+-- �1 � � 1.� : . `� � i .. . r . .. j' � i .-' ' / �y _ v - /i . _ , � \ ��.. - - �r ��, . .z _� 1 � , � � � ' ' .. I ii' / '!� �l� � / ;,, ,�,, ;,ry, � � s�,�: , �';r ' ' I � = � � /', ,��� . � � �-, ,1 `�,��, � � � �� , ,, � . , LL ;ryt, , �/l, , I , o ,� , ,,y,f ��,�,/ / ,! N .r- ' - - �;+�; r ' � � ;ir� '� 1 � i � � � � !� /)l �� , I ��-� m � I �� /� ��� ( � ( � �d�f� . �Z ��� � " r�r��►' " • '' �� � � ,� ! y � ���':,... �,:. %��j�r��1�� � �.! i / �' � �'!� � ' ;s�; �f�'��f! A � *'� :+ � �� �". I ,/ F � ' � � �� �',� ��' , ,.'� � r � �_ � �'� � ���1 � � b�,; &, � r i ;'I„ ft�` 1�' ��„�il �,+., ��� � ` , " �� �' � i �', � � � _ " � ��`�''� •' � , �,+�'t� ` � , � � �' � __ x' I � ", j ':� /'� �!I I '.' ' ° ;, ��{� � ���� - ! r �!b � � ,�` , �. F �♦ ' — � 1 . J� � � •� ;r. r` �� '�,�;�:� *�,M � .� � �rt � , �"r� � 'r' , . � ����1 �� � ,�� , � � �% � �� ' \:��. ���. `� � � IL � +�M' � � , . .,.� .. � t. � ^ � l" .^ �� t , v �w. . �„ ' � . �l' � ...';1 � '\,i i � �/� / :�'���:s'�- . »i �e�� �c.�. �,3 ' .,.., � '% If,P � . :A�'� � � � � A � � �� � �1 I J 4v� 2 � �wl � I � . v 3 '� � � ue-{ , � 9 . ��, �� � ; V��f���l�f, �. � l` a �� LL� . _ ._ _. � � � .� . 4 t Ei '�'' � �£S�� . �S c °�M b . AI 1� � � ' � � y�� . Y . '*� � yoA u ���� A�l " ,� � ��� � - � ,z� � �� �� , �� � ratllalpV� '���� i'� nr�yp' � � �`r, �� �` � iy''.J i�w� �� �G i � ,� �� 1,d ii �M i� X � ' �, ' � ' , , �,�i �rg � J� �` � � � � ��,.�� �� �0 "���� _ �H � "` �� �� I� �-�� �e , ;"-� '�I /���� � �;, ,� � � '�`_ ,�r"�'��! ;I � � � "�� � —' i ���4t � � � � � � �,I ��� � �y � � �'` � y'v'� V`'f $' � � ,a � �iW'�� � �$ �'s.�... �"� � � I '�,� �`"� ��d��( ,, r a , � , — ^�� ;� ' yi,al�,�s i � +� .�� � /�� v,F w. �i1��I+i��,hl���4 '��; � � , e� ,� , ii�19��� � �;�i�y' � � 'IY'Ti..a �' ^• � ��.�L l�d� � r � . ' � o °L i '^ ���� � �� �. 1tli",c; ", �.a �� . ,' � I�� �� '�"T� '��u��9 . F ��L � d � � r >'I I „ ,: , i l��j�41 „� , , :�, —� � �� , �...� I�;� ��� I—I—I— � i . �q � �—�-- �- ' � ��f. ��fY Gl�l� .���i ' ' L � V: � �, r � . _ � , 1 I d v 'd r L� p r 14 i�� ,��i ' ��,'f�:., (;`ryU�� �i 6� V .r� . � 1 ���� t �"� � � �� � � � 1 .� � r . . �� b " " - � _ � � J � �� ��� "�-`�x� � '� I..��� -- " . , �'� ���II���y� A' " �n � � ' `rk���r � �� — � � ,�, � _ > f� �� t ��i�'y I� � � > '� ` r � i'ji`��I�'; v. , �' , ,` � p r ` , ,� hi�'; � . , � t � h�' � � � 4d��' _ t , � � i y�i° Ilf�,j'���� r r�— h id t-, P I� � y � �{ I,,'r���� �i�111 � � = _ , �� �I � '. P i i ;:, �,����I.�le � � — � I .� � �F ��,. � �,� � � � i ,a� '� ,� � S K � , � -.c� 4:� . �.��-.�- �. _� � � :� ���, � " �t � X � � Y�� �ll� � rS.> > -:.IT •.f�� ��� � ' � // .� ����( M':F ! Q�: � ,. , T n � J' E 3`i�1 ., � �� � �� , r � 1 �� �,,,=,i �~9>. �t„��, � ° ,;:1, � , �� ,, �� , � _ .r �, �� � _ a:-�.,..,.,.�. r'n �fi'.,. "�-�+ ��. . a� �, ' ��� � r �I �. I � T �� s" t 1� ,'i pi 3JJJ .. '� � :'�. " :�5 / � �� �r' � � A.� 4 �� p)A��'� � . } ! � I�� � ��be ki 7, v� t ,a�,�, � ��1' + � �' .A, ., . �'�1 .. � � � � � �y .� �� , . . {��y„ � �� 3 r3i ��� '&) �Kt�� � . w�' �: � �a.�.. � • :.� ' �: , . ��. � .. ° � �, `��. �� . . � �� r .: � � � . '� ' �� � � � °��.,� ; � � � � f ` � I ` � ��� � . �'�'l��y/ , , ���. � Tl I �� . �a �� . f� ■ �!!�� I� i �:� � � �� ..y,�°"��J� ', , � ,�,r: p..� . . . .. .�;,:�i , �µ; tr i1> . _ _ .� :�,s., a':'a Y'��' � �iY ,'. �, $: , �8� 1��' � � F'�'°�Y/ � a �A'° . " ��� k �- - '��.i ,� � —_ �� ~l��y J i� �':�.g:ky'i, � f. �^ � + � �f � 1 sxx���,�;: �.i{5 ..�SI.;��F.`���� j�a�� t [ ( '' ._ ^�\q A � 1 � 1 � � ' 3 .� � 5 R �1�'� 3 � �� � � �� �� � . , � �� �:.., F I 1��� � �� � a b�'1� I / � Q'. � � } £- .'z=, ,�' ,-•F.-.. n.,_..._._-. . s,� . �`� �� � <R $J � .. lY .U'k} �`' :i�:(.� �v I �J , ��� - � � ��i� �p�. ., ��r�)1 � ��_� Oi � jK �• 3 �!� � Yv � ;» �! ''.v �"�N . 4. J%r' 1 4 + y S ^{ � � � �1 4 �� • �� � '�li �N,�. � � � . . �i I � f (� '� �l !��. � r�\ •� "'"''"' i � � y� �', r t �.3< r .I�•S ' -p , i�� ,i � , �i.. n �� . . � . . . . . ��R � ' � t -:`i:' k ' :� . 3� r � 'I�� � i � � — � , . � r �� � ti_ a "� , _ - �, � � - - ..-�" � =�yr.�'�"` `�� .,� ° ' �i .� .� , �°` i �,� �� �<�`- :A� � , � � � . - � .� � �y � ; '"iiii � `� . ' > , � , ; � : .� � /�� �/ ai:;,, , � ;� � a . � ,,��-� � �.,- � � ///�/ r ,� � � � ' �� -tir - /i// �,... ��:� w �, � � ,r� � ,�� ,1 ��.,�f� �\ ;c;:��;� � � � � 1� �. �:.. � ; ya �' � '` >�- '� :� > .� , . : �' � � . � �� ��� > f � ��� � � � , > �., � ,� . y, '��,�;,� .� �- . � r���. � , ,� � ,�. � �., � � � � , � • ��i - , ,� �� ,�. a � r z � � � �� _ �; a ,,(_.0 . }.'�r� . , • '� � ..� �. �+i. � � � 4 �� �`t; . �, � �.,^ � r r � -:�+ -. .i �;, � � �, , ' 'z,�, . _ k � * _ . I '�a -e�ii�l. � �rF`^ �/, � r� ,� � ,�1 � . .. '.,���� . .J I ��[ r . t� ' 1 e `•4. �9.oati'}. _ � ` � i � J ? f�� � � � . � .��. � . 4 �; ' a . i" ' - . _ ,. ������������yyy��� : � ui y ` y ��' . � c � 4 �� �`t / � � �'� — � ,�� _ . �� ��, ,� 1�1 rt� .�. � � ' � , '�� � - Y _ � � � � �.� x ° � _ -_ _ � - . .. ,: , �- � . r. -� � �- �� � �� � 4' . — �_ • ••�' . . �- y�� / �` .:�-. , � _ I ._''.-���� � � i � ; _ . � �—.' wf.i, ` �t s=�- -"�_�� ' - , � �'. ' .�•-�� _ �. - �.---- __ _ v-.� �- '`�-_ � j =�-� ma. _ �.,-� � `.i- � •►�s e �, � �.- '\ a �jt 5. . � V \ � � � x? , + . - �,„ _�� �, , .. '; ���; �'��a��� � �� � � � ?��� � � " �s� i � � � �` '� � �� ��P 1 � \V 1' � 1 � ^ �d' �I '� � ��4� "_ - � � 1 , �\\ ' av� ��� �SI� ,� 1"�. ! ���;` � l r�i � : ` ' � � � � � � � ;,�� �. � � . • , � ,. ,; ; " ;I '' � � .��+':; � ��'^l� ym 1 . ' �� �" �,:;� - � . + � ,r, :. ._ � '"' i : � t -;,. � . : � �, a :�a � , �+ � �yN I F �.�'ir� � '*�� . . � If � 1 ,,�a ��� � ,�,� . . / ' '! I � _ �� . � � , �,.. �' � �� ' , ,� '� � ' '1� .. ' dt � �.s , � � � , � � q�i� � w• , [ I� 1 x=��. ' �� la ��A � �� t e '� � � �� t ' ��1� V fi, t .. ; \1 ' A�r-'v �.•:� A:� /.' I� Y 11' ������ 1� . . ( � �� � � � '� " � ` r� 1 _ �i _._ ..�,�.„ - . , :.�}:�,'IA � �� C y' �. � , ., s� rtmcvoa �in �.: / / � � wicrosn ��,��r' � I a4.�' �-� ;�r � ' ; „ �; ���� _ �p `p j i I i^'�'� �c- I. �, �:- � ., .�� �� � - i. 1 � � ,+ �..'- i � 'F ',. xi { +� �� � ��II � I' P .. i,�l� �I � N�M1��Q"� ��� � � � - �,� ` rF� � t�r ��F�'iJ �� / r i' �� �Y'. � . `y . , � ' �� � ..t,F . 9 t : �M � t q�N",'r� � �— '�.� . ^, *t ,. a .i � �� L I ! y�Y� °b' �.. r �� ♦ ' r s� ':e�. �'�, , r , "'' � ���� � - � n� � � �� � ���. Z. .. ,� ��� ��� ;,�� � � \ ° ..a ��t: � � '.�- ' "-ra, \ ; � `' �.� '' f �s��� I� ' i � ���� � ��', , . � i� . . 1 ,� �-%'� A �,y� ���. � � � :, ,. �'- `�\ - ,; �� ."t .%,;.v � -, ' `' , � i yt Y ' -�� i �p. e.' • y f ���� L_— � �:,"� _ _►L�.. ' . •� �����.r�j� � � ��� . i y4� u ';Irr � ' . •'£ � �s�", � , � ���' � ,. � �:' � � �.F.G�L V ' � ` yi r�� , . ` -���'''",;,��7 I �� , � . C - '_ ! v� C �J\���`�!, `� � ' I (-._ � I r •1 : �� � {� i�y�4 i, '"� � ! � � �e, � � ���� ° � ; _� � }��� ' ��� �, �_ , , � > , �� � , z - _ _ i �� � .�, �� �� � . ��� �, �,� ,, ,� �,. �., � :,R� � . � �:;r,n: ,��, _� , , �'�n� � ,� ,� � �_��� � ,ix e . � �, �; � \��'� � T — , � ���,, ?� . '� s'! � �'� Y � 4f1 � � �' Eid4 \,. .. I � ��d� ��.: I �} i � _� � i �; J�r� �D � � ..a� .'�.� � 5 �... ''��' 4 M <,Y f ��,y e '� - C �'.ra "� ,-5 � y`� �l ` r �'. -:F �3 a�'�'; � . N !'# � � p \ T. � � k �¢ { .�ryg JI p� y � � "$ r. ' t��'' , � � ��G� ,� r R � a .°��' c `'F . ' c "t - i � �Y p I ) ,.> y �.`i �'yr y v M �}�•�. n 1 P y� .Y� .Y S � � � ��`JJ�V � � � � �� �h � ��� I� .V.�S'�.l�� 'r�.V � F�' ;J f/ � � • G'� ti C,v. . 1 � � C}$ d �' � ,Y- ',"\ � � _, - i �� y .�'v . � r 5 y� M. � � t t �� "�y � :r� � '� n �� ��p � "� y�� � � � +*+ � � i �° � � ��� s��.ti.� �'� �� �. : ryr� f J :t� � �4 �t 1.�� �`��: _ ,.' � � r .t,;Y �� Y` �1 `, t a � � '� �� � �' r � � 6' „ � c" p i . •�,� �} . � p{� :i� � N Y V g .r : �.. � � t�I.�� i� �• pJ � _.'' � �&:`. ���I - �A ?I r� � 9 . � � . ����t n� � ` C Y.� i C :�.� . E' � � � ��'� v �� ' Y �y Y��,� 5 r �. , , � y � ,tj'�� ��.� � ,3 _r'if "' ;� � + � • �iA I x� � • /J q . Y h�` �1 ' �',� 1 J �. ., . s' f< <f �`�'r . �_ � . � ` �' .='� � � � t uf � �t r a, [�� � �' C'. ' ���4 F `°�'���'� ,� K� } ,�:� v u� a� y� � v � � , v �,a,. ��� �1 � } �.� .� � r.� i I� ;l _ ; �f yl �'� � . ' .�n.i. !� ,`� - _ .i!� ; r��.; � �,r -- - � � .` �,, � � � •`�.� > �� Y y � y v �' � ;.'�� ( .ly�sJ. .•.� f F�J � ', �, . � ' ' �� +� ��� ,� � � u � v �'w� + ��,r 't �,� +�� . ' u '� � � "�� ; u � 1"�� � 'r � x 7 � �`" ' � f t; A.� p :r t; '�;s � r (� �� , �� `� - 9 � t � t �xj � . R� � 'yR � � � ���� , T,. '� T��� � �' � 7�� � '� 2r � ' � � ' ��� . � � N � . � N ��� . - �v .Y -� d� �.; f . 0. . �.t�L �^ %�JR _ �:i1 �.. ��''.J�A . . J � / � � > � � � f 1 � � . � �li� ,J '' t �`�'@'` \ ' ?'F;�1 \ ''��1 1 ';�^'� i: ` =?:�i ` .. � � � .. �s � , f ' • �ee�se� 1 -, �. { � _� ��b � . A�a 2 � ` "�j�y., 'u �, ` � '� , 9 � . . . . • ,' ��'n i , C� i �: t ;� i`27 :.� ,• ,.._rg���.# . , � � s �{ � v _ o. � � .��' � � �t x� � n4 �t` � � �� d� i � ( � �.`� �:-. � \����? �a �, \ ��� i=���e � � �� ��i� �� �' � ' ,"�`'3" ';} �� ', '�'f ` > > � ,�1 �� ; � � r ,.�. � � '� I � I �'t '! �.� l� �' � � ' :I�� � ' �, � ' :� z� � , � ,� _; '� � ��r'� _ . . :.�^'r ; ������� . , , : , � ..� , 1�: �� �� �;,� ` ; � �� , ���;' ��`� � � � ���� � ��, '� � �^� � � � _ : . � � �� ���� ;� � � � ��: >. � � �i( , !+E� � °� � , i � �, �� ��I � � �.���i��. . �� °�t �us�� i W�In��rL� a� ` � 1 , �.� -^*vs.�,v+ecxasM . ' , . ����-� ' . . - . � m.l;, ' :,.�. \ . � ' . . .. ' I �� �� 'q+�C V� .��, � . , . `A�l�, ...� . � l .� . . . . . , .. . ��. .c�t �� ' , t� ..���� � . . \`.� � i ,� t (�� i . � . � ��,, J � , , ��� ��a � � o�� _— ', �� � � ������ �� K- � i,I � � �/ � � � .. V I . . ���a�,�., Yl �:: \ ..::.�'. . 7 � .� »r \•` . � .. .._�_ ` .: ... .. .. . -..�- � f �1 � Y _ � � - - � '�� ._ � � � � � _ ,,, ` �r � . _ ', , --�� : � cc� ':: r �, s ,,,, , � � � i0. '� 1 � �. 1 .� �� . .f I S � �� � \� `�� � " � ' i� ~ A � � � ul�Vua�lp �p4 . � � ��� �� �Q � '+� +� �y � �' j\ i _��". '' � t �,�. !'�' �t" . A��F.`�+3 � t� :�Y �� .r�i� . `�\\ ' � H • ' � � . . b� X� � .:_: �'�:� . �/�.• '� ' R � ' t�:: -. Ld U � � � ' `�i � '` r�yY '• �. ,= . � � ''� rY+ �,' � ` � .� � �� �� ��' .It � � `e� r . �� — , , �' �a b: � �� � i : � . . �. � A{ t K "-�� rv� h . th _ „r y� �y � „ .�.4 UlUlllflllllllllllllllllllll 'f+^�„y ' �1 � �: � � � ��� � � � ! Illll�����������������������i, � a� � ��� ,� ` � _ 1 � � ._ '� k k,y . ��_ .� _:. -. ' , � -. � t� , i, � , � _o - \�� . . ^����` ; � � 1 � �� ��'.� '� �� ��'� ��`<''� . . . "�4 .t� np+ t �: . � �, � � V�. r. � ,� � � _ � f +� ���` ,: r ��'<a:' ' k " \�: -� � I , , �" ; 7 . � � .� '� . � � � , r�� �� �- . � . , N� � — � ��• i��� r'� � � i ��� dt� —� � � _�, �° � ��, � w.:> .v:, — . ' � �� , � � ,� �; � . � , � . �. ' " � — t � � ��- � - i�q S 4 . .,, .. y � f j�'s � y.t� �'i'� :. � � ' ��\ � I`T� � �� �� � , ��1' ��� . :� . K � .� � u � , � � ,� �� 1 ;, � � ; �. �.. �.',:a e� y�,,,.� �i = � — �. . Y , � . . � �V � �� � � v� � . � � Y^ �� : 'i+.� ./ � �y p'�. r �v��'�' . . _ . g �. �, �"y ��{� � r r . ir� . . . .. �� �e.v� � �fp h � . 4 rt �` j• ;�r � � . ` �.w. �- "� r�i ry•, ��� I . ,."',i ' . � � ,::� � ^;��X 3 i ' ' � � ' ( hi i�r � . '� �..:. �f �!a . ��� ^.\ �S � " �. ��• _ � " ^�r "'aF 5�/ _ _ . . A . . - �` ��s�: 6� , � . . .,, : ,!!u " - � � 3�+tc... d. ' � ���.. G �a 5� Q � �4 � �+ �"' �N �� Z �� ��� W ���� f ��� ��� �o� �� ��� �� 400 0 ]00 400 600 Feel ��� SCALE:1"=200' l �'� reu-vo��e'x"o� . �/ rer�-ra�e•x�a, /� �� L H d 8 N D � \ C.R.F. Capped Rebor Found -�� Overhead Power Lines �50�B• S 71'I1�39�6 C.R.S. Capped Rebor Sel E— Down Gu Wre C.M. Control Monummt Y �� _ • S 77'S'/�00�S � Mon Alonument —��3— Existing Contours 74Z18� �� BM i Benchmark FH- -b Fire Hydrant 1�5 Proposed Contours Z Z f� WM- � Water Meler Q N 1CP9'40 B WV- pd Woter Valve Concrete Pavemen� U V Y�W( 9E2.7�� TAT F H W/L Water Line � Aspholt Povement Q �q �a g r FMfl TE%AS LIMREO>Al1TNE0.5HIP �� Uh� ICV- a Irr gal on Con�roi Volve m �A� w�.�aias,ac nei - � -� --� •,r yy SSMH-O San lary Sewer Manhole �`- Wood Fence 0 U Q m m� o.a T.c T. mv. �7. � -.-., // CO- � San'tar Sewer Cleonout - - Q Q ..:�rs (�j' . . � -' � "•� y �� Cha n Link Fence �}a�� 't--- UP- {7 U[I ty Pole � p G �� ���s � � � � LP- 1'{ Lght Po1e x--x—x- Wre Fence � N c� u.V N f8'fI'25'B � �.��.i \ � Tc m oi c��c �? ¢��z� V .,/ �w S 7f•36'ES'6 /� ° �nasa�r wm� Z'� �o�� 185.96' Tp ToP o1 Pavemeni Y w ao �,� � MERCIAL� pARKIN �3.B5� �� TW To ol Wall N . pyWk . . ": __ P � Exstmg Tree a O¢ �GARAGE _ ->- // � w FG Pinished Grade �,� Z F� R=U31.56� �, <.s� �.:. � / • � � � � � ��i � � U.E. Ulilily Easement = ► (FL)Flowlne �Q F � A=16'09�6 �— � � � � � � � - � AMP�THEA7RE'��`�^��HOTEL � �.E. Drainage Eosement Centerline of Creek, =W B.L. Bu}din Line ---- F I � 'EXISTNC ' ' ' ' ' - BUN6lLON5D � •� 9 Swale,or Walerway � L=I03. 1� ,! I . ' . . GAS NELL�. . . . . . . �� R.O.W. Right-of-Woy �+ LC=N 26'31� I .w.os�s � ' C PARKIN ?� - S 83'07�25�B �.R. Deed Records �— Creek,Swoie,or V 3 8� COIAMERdi4. � Bo' GARAGE , ,� _ �� '' P.R. Plot Rerords � � Waterwny Embankment _ . .�,e. . . _ � EJNGALO` .34� N 09'P9'30' / � / ' % E� �,4 �- �' `, I��� �.� . .�.� .�.�.�.�. .�. sT� •��:;�� �� e R=P909.79� / M E 1•o " C RCIAL n . . . .� � � .. ��` � za� I .�ai�mr� d=b'f9'09' y'° � ' � c=sss.+s' w�_ + � COMMERCIAL`�� - � � �' � ��' � 65 I 5 s�5 � , �o�o", / y'i ,,�, TOWN nb •\ �II � LC=S 59'S7'40'8 „�� a.�� 0.60' . I , .re; .�. - . �y.x����� % ` �\ ���-. � HIII � I �y- Jf' I.,:y, � ' , �y � e� �' � ,.:. . ""rq ,�a RESIDEN7IAL«y � � �� :�. H07EL \ _•'.�'� �PARKING n �., ��MT Z �a 5 �� m. � � a,�s: -f: q 9 a G A R A G E e �.:,w.' 6�'48'10'6 �, c� Q �8- : AF. s � ,` � � �r, \ �_ „ y` � s r o y �s N 24' w�ue wrc a on►t�wa J .: .�'� \ J ».�, ,60 , a � ED U ' ' \ (qy - / � � A 5 / S 64'6P'25'S �, o a ;e; M�%� R_ a,� ,,,.. .9,n g� �io-��a.� _-708.00 �e. � s � C PARKING� \/I y b .., ' .•`a re :�y.ss 56.55 ha�cwux . ' `� u 19. ��e � ��.�.�. , °ar' HOIEI GARAGE � ED U 6�s e ����.,� � , � Z J ' { I.�56� � L ' - . " . PLA2A . • , :e;, LC 9P'S3�E I ,.�? �y;c a y 5 \ AREA �� ry '� iiy e' u e ,� a .u, :x�:�ss � al. �� D.I I� G ADA � {� '.� " � . . "°'y ��„� � ODMIILlrflNO AT N16�lClION! W LI� p �; j�� 'M A.� � � � ' MAGUIRE exrxeu� � 'S P AeN 1 S H V 1 �A S �s� PARKING - ��-_��'''`� \�9— -/ --_ -- �� � C������AT� a W �', � T I E R E D �iDEN\ GARAGE z.�v =�.ttiz� C ' W I T H �e, � /� R=P751.79� � O � W A L L S� ss'� � �. 13�56� WbM`.MNO J � i ' '" r � i � N 1'�0' ��,N r e s.>n �,ss'.' 9' ' S' M W -10. �' / 13P. � �"'� REs�DENn �.,s T � --� _ ��4' LC=S 49' S0' W a q - o�� ,s.,, �{'�^v �-- -, r— �r-- —� to�.sz' G 4 �'�U' � \ / b �P;4�„ : �. ' ` u R=81 00' �s� � E4' SI' ;;��� '4�� p � / - 1.76' �,_ 6� M / - 05'0' � S � 3 . /�� lut l,BbYF 1 �m 1, «k S Wertlake u lake / � Wes�lake/SoNM1lake Pa�k PdAkbn No.] Yxk AJditim 5f / Vo1,3BB-21<,FgJB&A Vol e388-23<Paga 6A sr p.gT.GT. P.RT.GT. / R=6/ 00� e= +�' vn�wim ruws I L=Y 200' S DD•32'S5'6 ' LC= 4S'35'S' ° IGB.SS� IN ITEft M�RENEW AND�IS NOT INTENDED FOR 20f• CONS7RUC710N,BIDDING, IXt PERMIT PURPOSES. �• � � � ( ROBER�T JOHN DOLLAK17JR., I i .60� P.E./B6B98 IR=f�PB.DO� DA7E 10/23/2013 J - � � L-29. � -N Ib•Pf 39' I � 29.46' Drown B. JLl �ote: 10 11 013 Scale: 1=00 �� Rehsions: � I I 12139R QWNER/DEVELOPER MAGUIRE PAR7NERS-SOLANA LAND.LP. 1221 N I-95E.3UfTE 200 CMROLLTOI�1 TEXAS Pn use)esza2oo DPi Faz (169)892-7202 CaMectJACK DAWSON Planning and Zoning Item # 6 — Adjournment Regular Session Back up material has not been provided for this item.