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HomeMy WebLinkAboutR-2018-015 Approves SP-114-17, OT-141-17, OT-142-17, VA-133-17, VA-134-17, VA-135-17, VA-136-17, VA-137-17, VA-138-17, VA-139-17, VA-140-17, SE-113-17, by CF & A Hill Family, Sunshine Reo & JSRJ RESOLUTION NO. 2018-015 A RESOLUTION OF THE CITY COMMISSION OF THE CITY OF DANIA BEACH, FLORIDA, APPROVING THE SITE PLAN (SP-114-17), EXCEPTIONS FROM DESIGN STANDARDS (OT-141-17, OT-142-17), SIGN VARIANCES (VA-133-17, VA-134-17, VA-135-17), VARIANCES (VA-136- 17, VA-137-17, VA-138-17, VA-139-17, VA-140-17), AND SPECIAL EXCEPTION (SE-113-17) SUBMITTED BY CF & A HILL FAMILY LTD, SUNSHINE REO XI LLC, AND JSRJ INC. FOR PROPERTY GENERALLY LOCATED ON THE NORTH SIDE OF STIRLING ROAD BETWEEN 12Tx AVENUE AND PHIPPEN WAITERS ROAD IN THE CITY OF DANIA BEACH, FLORIDA AS LEGALLY DESCRIBED IN EXHIBIT "A" ("PROPERTY"), A COPY OF WHICH IS ATTACHED TO THIS RESOLUTION; PROVIDING FOR CONDITIONS; PROVIDING FOR CONFLICTS; FURTHER, PROVIDING FOR AN EFFECTIVE DATE. WHEREAS, The City Code of Ordinances, Chapter 28, entitled "Land Development Code" (the "LDC"), of Part 6, entitled "Development Review Procedures and Requirements", Article 635, entitled "Site Plans", states that site plan approval is required as a condition to the issuance of a building permit; and WHEREAS, CF & A HILL FAMILY LTD, SUNSHINE REO XI LLC, and JSRJ INC. (collectively the "Applicants") are requesting Site Plan (SP-114-17) approval to permit the development of a 21,998 square foot free-standing grocery store ("Grocery Store") and a 9,750 square foot multi-tenant commercial building with drive-thru on the western end of that building ("Commercial Building") on Parcel 1 of the Property and a 124,950 square foot self-storage facility ("Storage Facility") on Parcel 2 of the Property in the project referred to as Stirling Square located on the north side of Stirling Road between SW 12t' Avenue and Phippen Waiters Road in the City of Dania Beach, Florida, (the "City"), as legally described in Exhibit"A"; and WHEREAS, Chapter 28, Part 5 of the LDC, Article 510, entitled "Principal Arterial Commercial Standards", Section 510-20(C) provides that the City Commission may approve exceptions to this Article as conditions to a Site Plan approval upon the following findings: (1) there are circumstances peculiar to the site or the intended use that makes compliance with a particular requirement of this article impracticable; and (2) the Applicant has offered significant enhancements to other pertinent aspects of the site that the City Commission determines will offset any negative impact that an exception to these standards might otherwise create; and WHEREAS, the Applicant has requested an exception from the provisions of Section 510-30(D) of the LDC, to provide a flat roof for the Grocery Store and Commercial Building with canopy at the Grocery Store entrance feature instead of a pitched roof with a generous overhang as required by the LDC (OT-141-17); and WHEREAS, the Applicant has requested an exception from the provisions of Section 510-30(E) of the LDC,to allow the Applicant to use opaque surfaces at ground level visible from the sidewalk for the Grocery Store where the LDC prohibits such opaque surfaces (OT-141-17); and WHEREAS, the Applicant has requested an exception from the provisions of Section 510-30(H) of the LDC, to allow the Applicant to utilize 4.6% of glass windows and doors for the primary elevation of the Grocery Store where the LDC requires 35% and also allow the Applicant to utilize 8% of glass windows and doors for the secondary elevation of the Grocery Store where the LDC requires 15% (OT-141-17); and WHEREAS, the Applicant has requested an exception from the provisions of Section 510-30(I) of the LDC, to permit the Applicant to utilize four (4) colors for the Commercial Building and seven (7) colors on the Grocery Store instead of a maximum of three (3) colors as required by the LDC (OT-141-17); and WHEREAS, the Applicant has requested an exception from the provisions of Section 510-30(K) of the LDC, to allow the Applicant to provide additional landscape materials on Parcel 1 to conceal the doors on the east elevation of the Grocery Store where the LDC prohibits work area or storage doors and open bays to open towards or otherwise be visible from a principal road(OT-141-17); and WHEREAS, Chapter 28, Part 5 of the LDC, Article 511, entitled "Industrial Design Standards", Section 511-20 "Applicability", states that the City may approve exceptions to the guidelines as part of a site plan application; and WHEREAS, the Applicant has requested an exception from the provisions of Section 511-30(J) of the LDC, to allow five (5) colors on the Storage Facility instead of a maximum of three (3) colors as required by the LDC (OT-142-17); and WHEREAS, Chapter 28, Part 5 of the LDC, entitled "Signage and Design Regulations", Article 505 "Sign Regulations", Section 505-180 "Relief from Requirements, Sign Variances", states that the City Commission may grant sign variances based upon a determination that the 2 RESOLUTION#2018-015 petitioner has demonstrated that the necessary criteria identified in the LDC have been satisfied; and WHEREAS, the Applicant has requested the following wall sign variances for the Storage Facility located on Parcel 2 : (i) a variance to permit five (5) wall signs where Section 505-120(0) of the LDC permits a maximum of two (2) wall signs, (ii) a variance of 39.3 square feet to allow a total sign area of 156.8 square feet on the east elevation including 101.3 square feet (Sign Type #1), 53.2 square feet (Sign Type #2) and 2.3 square feet (Sign Type #3) where Section 505-120(0)(2) of the LDC permits a maximum of 117.5 square feet of wall sign area, (iii) a variance of nine inches (9") to allow thirty-three inch (33") high letters on a wall sign under 75 square feet on the east elevation where Section 505-120(0)(6) of the LDC permits a maximum of twenty-four inch (24") high letters on wall signs under 75 square feet, (iv) a variance of 72.75 square feet to allow a total wall sign area of 154.5 square feet including 101.3 square feet (Sign Type #1) and 53.2 square feet (Sign Type 42) where Section 505-120(0)(2) of the LDC permits a maximum total of 81.75 square feet of wall sign area on the south elevation, and (v) a variance of nine inches (9") to allow thirty-three inch (33") high letters on a wall sign under 75 square feet where Section 505-120(0)(6) of the LDC permits a maximum of twenty- four inch(24")high letters on wall signs under 75 square feet(VA-133-17); and WHEREAS, the Applicant has requested the following monument sign variance for the Storage Facility located on Parcel 2: a variance of six (6) square feet to allow a forty-eight (48) square foot monument sign, where Section 505-120 (L) of the LDC permits a maximum of forty- two (42) square feet(VA-134-17); and WHEREAS, the Applicant has requested the following monument sign variances for the Grocery Store and Commercial Building located on Parcel 1: (i) a variance to allow up to seven (7) establishments to be identified on a multi-tenant sign, where Section 505-40(K)(4)(b) of the LDC permits a maximum of up to six (6) establishments to be identified on each sign, (ii) Section 505-40(K)(4)(c) of the LDC requires that the name of the development be displayed at the top of the sign with minimum letter height of ten inches (10") and the Applicant is requesting to not include the development name on the sign despite that not all establishments are included on the sign, and (iii) Section 505-110(M)(1) of the LDC allows shopping centers with at least 500 feet of street frontage one (1) monument or entrance feature sign not to exceed sixty-four (64) square feet in area and eight (8) feet in height, or two (2) signs with an equivalent combined 3 RESOLUTION#2018-015 area and the Applicant is requesting two (2)monument signs with a combined area of eighty (80) square feet (a variance of sixteen (16) square feet) and the Applicant is requesting that the multi- tenant identification sign be ten (10) feet in height (a variance of two (2) feet) and the Grocery Store sign be nine (9) feet in height (a variance of one (1) foot) (VA-135-17); and WHEREAS, Chapter 28, Part 6 of the LDC, Article 625 "Variances", Section 625-40, entitled "Variance Review Criteria; City Action", states that the City Commission may grant a variance based on its determination that the Applicant has demonstrated that the necessary criteria identified in the LDC have been satisfied; and WHEREAS, the Applicant has requested the following front yard and interior side lot setback variances for the Storage Facility located on Parcel 2: (i) a 3.41 foot front yard setback variance (north) to permit a front yard setback of 31.59 feet, where Section 205-10 of the LDC requires a minimum front yard setback of 35 feet, and (ii) a 10.28 foot interior side yard setback variance (west) to permit an interior side yard setback of 14.72 feet, where Section 205-10 of the LDC requires a minimum interior side yard setback of 25 feet(VA-136-17) ; and WHEREAS, the Applicant has requested a variance of twenty-three (23) feet to permit a building height of fifty-eight (58) feet for the Storage Facility, where Section 205-10(D) of the LDC permits a maximum building height of 35 feet(VA-137-17); and WHEREAS,the Applicant has requested a street landscaping variance on Parcel I where Section 307-20(A) of the LDC requires the installation of street trees of the species and at the spacing intervals required pursuant to resolution of the City Commission for the particular street. In the absence of a resolution passed by the City Commission, as is the case for the subject Property, the default requirement is Royal Palms on trafficways spaced twenty (20) feet on center, and Sabal Palms spaced fifteen (15) feet on center along all other streets. The Applicant is requesting a variance to group three (3) Coconut Palms (not Royal Palms) spaced fifty feet (50') on center along the Stirling Road trafficway, along with tiered shrubs, ground covers, a hedge, and accent shrubs (VA-138-17); and WHEREAS,the Applicant has requested a perimeter buffer landscape variance on Parcel 1 to allow a 3.57 foot encroachment into the required perimeter landscape buffer for the proposed new bus shelter's concrete pad, where Section 275-120 of the LDC requires a minimum ten foot(10') landscape buffer around the perimeter of all properties located within the C-3 zoning district(VA-139-17); and 4 RESOLUTION#2018-015 WHEREAS, the Applicant has requested a parking variance of fifty-five (55) parking spaces for the Storage Facility located on Parcel 2 to permit eighteen (18) parking spaces (including one (1) ADA space), where Section 265-50 of the LDC (parking ratio of 1 space per 2,000 square feet of self-storage or warehouse use) requires a minimum sixty-three (63) parking spaces (VA-140-17); and WHEREAS, Chapter 28, Part 6 of the LDC, Article 630, "Special Exception Uses," provides that the City Commission may grant a Special Exception based on its determination that the Applicant has demonstrated that the necessary criteria identified in the LDC have been satisfied; and WHEREAS, pursuant to Section 110-20 of the LDC, the Applicant has requested a Special Exception (SE-113-17) to permit a drive-through service on the western end of the Commercial Building located on Parcel 1 within the C-3 zoning district; and WHEREAS, the City Commission conducted a duly noticed public hearing in accordance with Article 610 of the LDC; and WHEREAS, the City Commission finds that the approval of the proposed Site Plan (SP- 114-17), Exceptions to Design Standards (OT-141-17and OT-142-17), Sign Variances (VA-133- 17, VA-134-17 and VA-135-17), Variances (VA-136-17, VA-137-17, VA-138-17, VA-139-17, and VA-140-17), and Special Exception (SE-113-17), will protect the public health, safety, and welfare of the residents of the City, and furthers the purpose, goals, objectives and policies of the Comprehensive Plan; NOW, THEREFORE, BE IT RESOLVED BY THE CITY COMMISSION OF THE CITY OF DANIA BEACH, FLORIDA: Section 1. That the foregoing "WHEREAS" clauses are ratified and confirmed as being true and correct, and they are made a part of and incorporated into this Resolution by reference. Section 2. That pursuant to Chapter 28, "Land Development Code", Part 6 "Development Review Procedures and Requirements," Article 635 "Site Plan," the following Site Plan(SP-114-17), attached as Exhibit`B" which is made a part of and incorporated into this Resolution by reference is approved. 5 RESOLUTION#2018-015 Section 3. That pursuant to Chapter 28, Part 5 of the LDC, entitled "Principal Arterial Commercial Standards" the requested Exceptions to Design Standards (OT-141-17) are approved consistent with the Site Plan provided in Exhibit`B". Section 4. That pursuant to Chapter 28, Part 5 of the LDC, entitled"Industrial Design Standards," the requested Exception to Design Standards (OT-142-17) is approved consistent with the Site Plan provided in Exhibit`B". Section 5. That pursuant to Chapter 28, Part 5 of the LDC, entitled "Signage and Design Regulations", Article 505 "Sign Regulations", Section 505-180 "Relief from Requirements, Sign Variances", the requested sign variances (VA-133-17, VA-134-17 and VA- 135-17) are approved consistent with the Site Plan provided in Exhibit"B". Section 6. That pursuant to Chapter 28, "Land Development Code", Part 6 "Development review Procedures and Requirements," Article 625 "Variances," the following Variance applications (VA-136-17, VA-137-17, VA-138-17, VA-139-17, VA-140-17) are approved consistent with the Site Plan provided in Exhibit`B". Section 7. That pursuant to Chapter 28, Part 6 of the LDC, Article 630, "Special Exception Uses", the Special Exception (SE-113-17) is approved consistent with the Site Plan provided in Exhibit`B". Section 8. That the approvals granted by this Resolution are subject to the Applicant's compliance with the following conditions: 1. Sheets SP-11 and SP-12: Elevation of FPL Transformer Pads not indicated. Mechanical equipment shall be installed at or above Design Flood Elevation (Base Flood Elevation+ 1 Foot) (Flood Review). 2. Survey, Note 3: Please revise note to indicate that property is within Flood Zones AE 6 and AH6 (Flood Review). 3. Provide the canopy (in SF) to be mitigated for the removal on exotic species on sheet L-2 (Landscape). 4. Show on sheet L-1 all trees located within and adjacent to the site (Show exotic species' locations. If individual stems cannot be delineated, an area representation is acceptable with estimated stem count)(Landscape). 5. Proposed offsite relocations must be approved by FDOT. Provide documentation of approval for these relocations (Landscape). 6 RESOLUTION#2018-015 6. One specimen live oak is proposed for removal (tree #107). Provide justification on why this tree is not a candidate for relocation or retention(Landscape). 7. Identify via special symbol or callout the 16 Category 1 terminal island trees located outside the terminal islands. One Category 1 tree per terminal island is acceptable pending alternative location approval (Landscape). 8. Provide a clarification on sheet L-4 that the finished grade of all landscape areas within and adjacent to VUA will be at or below the final VUA grade per Sec. 275-190(N) (Landscape). 9. Root barrier detail and description is provided; however root barrier locations are not clearly visible on sheet L-3. Show all areas where root barriers are to be installed meeting Sec. 275-190 requirements (Landscape). 10. Provide an irrigation plan meeting all Sec. 275-80 requirements (Landscape). 11. A PDF copy of the plans must accompany each subsequent submittal in order to receive comments (Landscape). 12. Provide estimate of pm peak hour trip, based on the latest ITE Manual (9th or loth editions only). Traffic Impact Study shall be based latest editions of the following: Transportation Impact Analyses for Site Development: An ITE Recommended Practice, 2010; the 2014 FDOT Transportation Site Impact Handbook; 2013 FDOT Quality/Level of Service Handbook; the 2014 Broward County Comprehensive Plan — Transportation Element; the City of Dania Beach Land Development Code and other related published literatures (Engineering). 13. Provide stormwater management calculations (signed and sealed by a registered professional engineer) for the on-site drainage system. The calculations shall show how the minimum road crown and finished floor elevations are met, and how the 25-year, 3- day storm event is maintained on site with zero discharge to the ROW and adjacent properties. The site must store at least the 25-year, 3-day event onsite with NO EXCEPTIONS (Engineering). 14. Provide a copy of pre- and post-development stormwater management and drainage calculations. The City specifically needs the following information: 10-year, 25-year, and 100-year, 24-hour and 72-hour flood stage elevations (Engineering). 15. Proposed grading and drainage plan shall be based on the stormwater management calculations (Engineering). 16. Indicate current FEMA base flood elevation (BFE). Finished floor elevation (FFE) shall be one (1) foot above BFE (Engineering). 7 RESOLUTION#2018-015 17. French Drain appears to be proposed between drainage structures, provide calculations and geotechnical information supporting the proposed design. Include the design criteria and calculations for the proposed drainage well (Engineering). 18. Driveway aprons and swales must be graded such that rainwater is contained within the property line and not the City ROW (Engineering). 19. Provide typical cross-sections and section profiles along all property lines, and show how the existing and proposed grades will tie to one another. Also, show spot elevations and the perimeter(property lines) on the paving and grading plan (Engineering). 20. Add signage to the road marking plan(Engineering). 21. Provide location of building roof drains, and their proposed connections(s) to the on-site drainage system(Engineering). 22. Provide vehicle swept path analysis (AutoTURN or Vehicle Tracking) based on freight container design vehicle anticipated for this development especially at proposed ingress/egress locations (Engineering). 23. Show sight distance analysis using FDOT Index No. 546 at proposed driveways (Engineering). 24. Provide site triangles for entrance(s) and exit(s) (Engineering). 25. If pedestrian lighting is proposed, discuss the possibility of the addition of ped lighting along the City ROW(Engineering). 26. Any road cuts for utilities or curb cuts with the City ROW shall be restored to full lane width for 50' minimum length centered on the proposed cut (Engineering). 27. Provide a proposed "Staging Plan" including employee parking, material storage, etc (Engineering). 28. Provide Fire Department conceptual approval (Engineering). 29. Backflow preventers will not encroach on sidewalks (Engineering). 30. Meet with Public Services, separately, to discuss water and sewer connections. Request meeting through the City Engineer(Engineering). 31. Per Dania Code of Ordinances (Article 415 — Sidewalks and Swales), Owner is responsible for sidewalks and swale improvements within the road ROW(Engineering). 8 RESOLUTION#2018-015 32. In compliance with 805 of the City Code of Ordinances, applicant shall provide projected water demand, and sewage and solid waste generation amounts in tabular format on the civil site plan(Engineering). 33. Provide drawing file (dwg or dgn) disk of the approved site plan in Florida State Plane Coordinate (NAD 83). This should be addressed as part of the final submittal (Engineering). 34. Per Sec. 635-40 (D), provide a draft of any required or proposed restrictive covenants, written sureties, and common area maintenance association documents, including those for the preservation of common open space areas; grants of easement for access, drainage, utilities or other purpose; or other restrictions to be imposed upon the use of the land and buildings (Planning). 35. Per Sec. 635-40 (C) provide the recorded plat for the 2 southernmost folios and any agreements modifying the plat (example: amendment to the restrictive note or non- vehicular access line (NVAL)), if the property has been platted(Planning). 36. The proposed plat for the parcel to the northwest (parcel 2) restricts the site the 100,000 SF of self-storage use. Per sheet SP-02, 125,000 SF are proposed. Revise plans and applications accordingly (Planning). 37. Provide letter from Broward County identifying whether this property needs to be platted or replatted. *NOTE: Because the platting determination process is lengthy, applicants are encouraged to request their letter of determination from Broward County as soon as possible (Planning). 38. Provide recorded plat documents for entire site prior to issuance of a building permit (Planning). 39. On site data table, separate all calculations by building instead of parcels (Planning). 40. Provide a shadow study identifying how adjacent properties will be affected by self- storage building (Planning). 41. Photometric plans indicate different phases for the development. Per Sec. 635-50 (AA) provide a phasing plan with beginning and ending dates of construction of the entire project, and beginning and ending dates for all phases of the project(Planning). 42. Provide a separate square footage for each of the following proposed uses on plans: grocery store, retail, restaurant, self-storage (Planning). 43. Per Sec. 115-50 (2) the architectural treatment of a self-storage facility in the IG zoning district shall resemble that of an office building, particularly in those portions of the building(s) facing public rights-of-way and adjoining residential areas. This may include use of substantial construction materials (ex: stucco or stone over concrete for exterior 9 RESOLUTION#2018-015 building walls), pedestrian scale architectural treatment, significant use of window and door glass, landscaping directly adjacent to a building, and overhead doors and loading activities to be located to the rear of buildings, within interior areas between buildings, or within interior side yards. Revise elevations accordingly. Provide a reference on site plan to each of the buildings shown on the elevations (Planning). 44. Per Sec. 815-20, complete streets in accordance with the CRA Redevelopment Plan, are required along Phippen Road and SW 1 Street. Revise plans accordingly (Planning). 45. Per Sec. 309-10 (C), the construction of on-street parking, sidewalks and street furniture is required along Phippen Waiters Rd. and SW 1 Street. See Figure CE-4 of the CRA Plan (attached) for the approved design of the Phippen right-of-way, and Figure CE-3 (attached) for SW 1 Street. Revise plans accordingly and indicate which of the 3 following options will be pursued by the developer,per Sec. 309-10 (C): 1. Construct the sidewalk and on-street parking, and provide and install street furniture (including, but not limited to, benches, transit shelters, street lights, waste bins, and bike racks or lockers) for the street frontage abutting the property line of the development site, pursuant to the specifications approved by the city commission in the CRA redevelopment plan; or 2. Provide for construction of these street improvements through private agreement with one (1) or more adjacent developers along the abutting right-of-way, by which one (1) or more developers construct and install the street improvements along the right-of-way and are reimbursed by the adjacent developers in proportion to their respective shares of right-of-way abutting each developer's parcel; or 3. Make payment in lieu of the construction of the improvements pursuant to subsection (D), at the city's option. For each development which is required to comply with this section, the community development director, in coordination with the public services director, shall review the proposed development plan and location, and determine whether the developer shall be recommended to comply with this section through construction of the required street improvements or through payment to the city in lieu of construction in accordance with Sec. 309-10 (D) of the LDC. Applicant to provide cost estimate for city to confirm value of payment in lieu(Planning). 46. RIGHT-OF-WAY: Identify if R-O-W dedication is required along Stirling Road. See City Engineer for additional comment. Provide copy of recorded dedication prior to issuance of permit(Planning). 47. Per Sec. 215-130, the impervious area of the commercial parcel (Parcel 1), may not exceed 75% of the lot area. Revise calculations accordingly (Planning). 48. Identify projected water demand for the project(Planning). 49. Provide the signage calculation table for the entire site on one sheet. Identify the cumulative sign area permitted and total sign area used (Planning). 10 RESOLUTION#2018-015 50. Provide bike racks per the requirements listed in Sec. 265-51. Identify location on site plan; provide detail of bike racks and the number of required/provided in data table. (Planning). 51. Per Sec. 270-20, provide off-street loading spaces and applicable screening in accordance with Article 270. Identify location of loading spaces and include calculation in site data table (Planning). 52. The proximity to the airport will be required FAA/BCAD review and approval. Contact William Castillo, Airport Planner with Broward County Aviation Department, located at 2200 SW 45 Street, Suite 101, Dania Beach, FL 33315, (954) 359-6100.*NOTE: Because the BCAD and FAA review processes are lengthy, applicants are encouraged to request their letter of determination as soon as possible (Planning). 53. Per the traffic study provided by Traf Tech, 179 PM peak hour trips will be generating. Based on resolution No. 2014-049 which established a rate of$21.26 per p.m. peak hour trip $3,805.54 (179 X 21.26) is due prior to issuance of a building permit(Planning). 54. Identify dimension overhang at Aldi entrance (Planning). 55. Provide property survey with new lot lines after ROW dedication and with new 7' sidewalks dedication of easement needed for sidewalks (Planning). 56. Provide recorded bus shelter dedication for new location prior to issuance of a building permit(Planning). 57. Provide bus shelter provide detail on plans (Planning). 58. Identify on site plan location of cart storage for Aldi (Planning). 59. Add glass window to north building elevation of storage building facing NW 1 Street (Planning). 60. Per Section 635-50, the following information is missing, C, I, J, S, T, & U. Provide missing information on plans (Planning). 61. Provide copy of recorded unity of control agreement, as well as all easements, covenants, & restrictions on the property prior to issuance of a building permit. The City Attorney must review and approve before all documents prior to recordation(Planning). 62. Per Section 505-40(K)(3) Internally illuminated cabinet signs must be constructed of an opaque sign face with translucent cut-outs for sign copy, such that only the sign copy itself is illuminated, and the background is not illuminated (Planning). 11 RESOLUTION#2018-015 63. Per Section 505-40(0)(5) Cabinet signs are prohibited, except where constructed of an opaque sign face with translucent cut-outs for sign copy, such that only the sign copy itself is illuminated and the background is not illuminated (Planning). 64. Identify the location of the third monument sign on overall site plan, Sheet SP-02 (Planning). 65. All additional pavement markings and signages including traffic signal timing and other traffic engineering requirements on the public rights-of-way are contingent on approval by the Florida Department of Transportation and/or the Broward County Traffic Engineering Division. 66. All vehicular egress from the site onto SW 1st Street shall be restricted to outbound left turn only. Section 9. That such application must be reviewed by Broward County Aviation Department. The point of contact is William Castillo, Airport Planner located at 220 S.W. 45 Street, Suite 101, Dania Beach, Florida, 33312, (954) 359-6100. Section 10. That pursuant to LDC Section 635-100 "Expiration of Site Plans," Section 630-70 "Expiration of special exceptions," and Section 625-50 "Expiration of Variances," the Site Plan (SP-114-17), Exceptions to Design Standards (OT-141-17 and OT-142-17), Sign Variances (VA-133-17, VA-134-17 and VA-135-17), Variances (VA-136-17, VA-137-17, VA- 138-17, VA-139-17, and VA-140-17), and Special Exception (SE-113-17) approvals shall automatically expire and become null and void unless the Applicant files a complete building permit application with construction drawings for the improvements shown on the Site Plan, within eighteen(18) months from the date of this Resolution. Section 11. That the issuance of a development permit by a municipality does not in any way create any right on the part of an Applicant to obtain a permit from a state or federal agency, and does not create any liability on the part of the municipality for issuance of the permit if the Applicant fails to obtain requisite approvals or does not fulfill the obligations imposed by a state or federal agency, or undertakes actions that result in a violation of state or federal law. Section 12. That all resolutions or parts of resolutions in conflict with this Resolution are repealed to the extent of such conflict. 12 RESOLUTION#2018-015 Section 13. That this Resolution shall be in force and take effect immediately upon its passage and adoption. PASSED AND ADOPTED on January 23, 2018. ATTEST: e�`o�pPD,s LOUISE STILSON, CMC ARA JAMES CITY CLERK ,y AYOR RTEO 19` APPROVED AS TO O AND CORRECTNESS: ri �- �N i CITY ATT RN 13 RESOLUTION#2018-015 Exhibit"A" Legal Description PARCEL 1: ALL OF BLOCK "C" OF "GEORGE M. PHIPPENS SUBDIVISION", ACCORDING TO THE PLAT THEREOF, RECORDED IN PLAT BOOK 2, PAGE 90, OF THE PUBLIC RECORDS OF DADE COUNTY, FLORIDA; LESS THE WEST 100 FEET OF THE EAST 130 FEET OF THE SOUTH 185 FEET AND LESS THE EAST 30 FEET FOR COUNTY ROAD, AND LESS THE ADJACENT PORTION OF RIGHT-OF-WAY PARCEL NO. 027 FOR STIRLING ROAD, RECORDED IN OFFICIAL RECORDS BOOK 9140, PAGE 170, OF THE PUBLIC RECORDS OF BROWARD COUNTY, FLORIDA. SAID LANDS SITUATE, LYING AND BEING IN BROWARD COUNTY, FLORIDA. PARCEL 2: THE WEST 100 FEET OF THE EAST 130 FEET OF THE SOUTH 185 FEET OF BLOCK "C", "GEORGE M. PHIPPENS SUBDIVISION", ACCORDING TO THE PLAT THEREOF, RECORDED IN PLAT BOOK 2, PAGE 90, OF THE PUBLIC RECORDS OF DADE COUNTY, FLORIDA; LESS THEREFROM THE ADJACENT PORTION OF RIGHT-OF-WAY PARCEL NO. 027 FOR STIRLING ROAD, RECORDED IN OFFICIAL RECORDS BOOK 9140, PAGE 170, OF THE PUBLIC RECORDS OF BROWARD COUNTY, FLORIDA. PARCEL 3: LOTS 8, 10 AND 12, BLOCK "B", "GEORGE M. PHIPPENS SUBDIVISION", ACCORDING TO THE PLAT THEREOF, RECORDED IN PLAT BOOK 2, PAGE 90, OF THE PUBLIC RECORDS OF DADE COUNTY, FLORIDA. SAID LANDS SITUATE, LYING AND BEING IN BROWARD COUNTY, FLORIDA. TOGETHER WITH: LOTS 2, 4 AND 6, BLOCK B, "GEORGE M. PHIPPENS SUBDIVISION", ACCORDING TO THE MAP OR PLAT THEREOF, AS RECORDED IN PLAT BOOK 2, PAGE 90, PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. SAID LANDS NOW SITUATE, LYING AND BEING IN BROWARD COUNTY, FLORIDA 14 RESOLUTION#2018-015 Exhibit "B" Site Plan 15 RESOLUTION#2018-015 SITE DEVELOPMENT DRAWINGS FOR: U) STIRLING UARE LHGAL DESoCR1Plu[ON xssukw ew«•.cco.xwc,a,x[ Mouc,xs uxa»xxrc or-wev vxun xo m,roxmwi».xwx L: xza.vea oxnxounx A,c.Ae:a 3sa,k oAN[coux[r.nwmA:,in,xi m,anITBr,xr[�,r>on[,c.,x, »re,oITAx.,,e„xrBB,>o,[Dr.e[aM,�A..A�,[M,x, O, ,[ows maxaMa..w[,ro.o„x[We,.u[ows.or 3 c �iY NWC STIRRING RIB. & P HIIPP EN WAITERS RD. Wrrrcor,xrorvu�bH-'�[o.o�»�'o°;.r'°a,`�.<<o<x<•. � �F��°!� CITYOF I��I�I� BEACH, ]�] ®�1�1I�I� COUNTY, FL [W�[........... W e»w. o.ro.[[a.x,orx x.rox»rc. ip, °� rNIAe,M,o„�,pNor ,n..r.wA, rr»B �: SECTION 34, TOWNSHIP 50S9 RANGE 42E 10-0S ATCE7Zl.." N a�w»x[o�n1-1.x,K Jl. ®� TifNNen»oauakc•o[oxcCO-0Irkx„xoonuu»•..c[oxu�xa,o rO'M",M"o oo'a r"na�xm x ,.x«,. .[,a..X [w.x:aF [x ox�o.. �/� �q �/� nix.Axoe[a. MASTER DEVELOPMENT ENT �xx _ VICINITY 1 AERIAL MAP LOCATION MAP SHEET INDEX I"mre P-SBB• .•�— Y zxrowmu,setl0w g sEktr' a a n s i 3 3 COVER SHEET SP-00 8 eeone«w oic RESERVED SP-01 - r'a OVERALL SITE PLAN SP-02 ,o a1 SID SITEPLAN SP-07-SP-04 B E SITE DETAILS n 2 SP-05 ORC SUBMITTAL rr um,x Dxxcn Rma wDawa Bean ,xaIF RESERVED SPA-SP-07 �• v t Y �, PAVING,GRADING&DRAINAGE PLAN SP-01I-SP-09 PAVING,GRADING&DRAINAGE DETAILS SP-10 CROSS SECTIONS SP-11 EROSION CONTROL PLAN SP-12-SP-17 STIRLINC SQUARE UTILITY PLAN SP14-SP-I5 N\VCOP STIR LING RD.& SITE Mbg B UTILITY DETAILS SP-16 SP-I8 PFHPPEN WAITERS RD. R r •s �lG /� `= D 8' SANITARY SEWER PROFILE SP-19 .ox SIUInV Rd s TRUCK TURNING EX-01 DE MA ER i } ` l• '!j 7 O - TREE DISPOSITION PLAN L-I \'ELOPMENT TREE DISPOSITION CHARTS L-2 LANDSCAPEPLAN Ld 2xJ PI sv T'a Si s sw a�as' LANDSCAPE CODE REQUIREMENTS&DETAILS L4 ' Y/?'ia sw sra s� ° >;wsid Teneca LANDSCAPE GENERAL NOTES L-5 PLANS BY PULICE LAND SURVEYORS,INC. ,..m.w<.. ,,,,,x,,.,,,,s,„,[x..«„»•,,,,...,[� SPECIFIC PURPOSE SURVEY I&2OF `HOMAS B PLANS BY SALTZ MICHELSON ARCHITECTS 4 PROJECT CONTACTS FLOOR PLAN&DUMPSTER DETAILS AI-0 COLORED ELEVATIONS A2.0 IT,( ,�'xoiss`x`" rsxe,.rAOM x`Jis "rcx oevnwucxrramxus.ue PREPARED BY SICNAGE PLAN A2.I-A2.2 wiE rF. ws,A,se�M.s iu PLANS BY MCIIILLAN PA7,DAN SMITH ARCHITECTURE wuux.rm,°""Ymuw,em e0,cn D�"" K UNIT MIX PLANS I&zoF MAXWELLT.KAPLAN j� wucsvuIT`xowxxe oxs.Mc. FHOMAS EXTERIOR STUDY I&2OF [woixexx SHADOW STUDY I&ZOF i cw cwau. sa�roew,w. PLANS BY CUIIACI&PET_ERSON ARCHITECTS i" aNmxwxA w`nknivxemu msvw"siir �rswz,rn ...mc.,....l'2 'v. OPERATTONS PLAN A.I71 —aim--T' me,uiu MDICE 11, PM:IBSx)YBZ-]oW .nru. a mwm„wai�,iw�,w. ,00BCDRP TE DRIVE SUITE FX IBBk)m2-Tm0 EXTERIOR ELEVATIONS A-20I Pr.IAUDERM1E.n.zn0a w.,w.TromeeErgxxMrpCira,pxom COLORED ELEVATIONS IOFI COVER SHEET PLANS BY KAMM CONSULTING SITE PHOTOMETRIC PLAN E1.1A-ELIC 7� !y s —0� I P w�," �d NLswow,FivvR.,lv9� �A € A -- -------- t,- �a9".'�-..`'¢ _k fr-�"'z--�''�9�_..,=._l�_'C Feis�loa .'Wl———SW Ist ST.- It 1��\ Y ... S I T E D A T A ix it I — ow�v rR F P'. -------- __ f � ", .• vAgcEE OruuREA F O ��3:Ii " �ow-- — - — - I i _ vF oo�cwsrowcnows,ncraFa MANE r Wm- IRFosrs.+sosr $aiF PARCEL2sEEaACE W.oc.ngE m[ovr,avov it ssos,� InaN0.er1 kx or,HIrs Aquxn qm Irov,a s` WON n+r.aa sEl 8 lin.*�rlMgl F �A ,,, .•, I, ! _ vaovos[D usE s,o[AVFEAuu,r — NA- .. I I �H aiq:n�nUFEw,rt ggPCEL: g ,q F.,F•,A INAvm ' i -- — _ --{ i cT IRERWNAL Acr l—NIS RMIgF01—AcnvRYcgN,Fgl — PxOWSEozoMNs. - wIOFNEPs1 BUAxFii1 CW,G INU xElu,0dlx0oo WgFv uYl fIA` I of IDFirtvx gUANEa[I I.cIW Wiigv.gEsrngCN.orv,cE,ww i f ZONE: WHO-RES ZONE;NBHD-RES"' @H -- ,� q�'[rac, I Fw I3A "x I ,EE� ,a.tsp.zF a'�w•�r �-I - AtiUVAYS.IwW..N,ACR.._BE.EE.O IWIG CI x ,0 1tl .FM-YOUO PARCEL I IN— ,.sse .11: al[ it � �q' I �„`tcowreR�� M ftw is ,aR DRC SUBMITEAL �m ` i ems,Iv,tswF ExRE1 II ' 1 D �{\ �tl I. n WVKEL,ETVNtcEF I WsegPu.W I � '� i EgOry gEwAs Vao,.t1T"rt .L II, — _ .wren H r.e.t�0lrixvdl \ EAE z0ol �la �I ; ^RCELI _ ._=.� wEposE worn AAFw :srRAc nsatn vAxFL: SMILING SQUARE NWCOF STERLING RD.& PHI! : ' PPM NVAITERS RD. MASCER DEVELOPMENT , �1 L1 Llln —ED — -, Al�ggs�° iW �HOMAS E3 _-.—- - - --- -� — — — — — --— — — — STIRL7Nf k H yP Ek.aE..AloNcnon�°r"`� ,F sPACFigiougiv.mrgovlDFD . - _ - - - MAXWELL T.KAPLAN a—ARMA[ s "• SA!fC. R� " I I LT' I � I 1J a n vgovnEn e�DA .aiw�m ,[sAgcEs ggnqqF e,ncLF vwwxclloN,"�HATCH LEGEND zsvuisgFOmgFv.:sFs vgovlDED p .—TINS NO SHOW vewnNv.AreA.sE ro se gEouss*ED voR se,ssrauaE.Auun ver, ApxcogvEw2[xorF: ALL NA HEREON ARE IN FEErA OVERALL SITE PLAN w..u,wx ARE RASEDIO M9fDON,Hf NORTH AMERIGNVFRTIGL S F MTIAM OF S[[e(NAVOI.A0015.TOOONVER,TO �oa+ra gEWNIEu gvpyoeo £y tUTOW1L GEODETC VERTN:AL DATUM OF IW9 n ,wnzA IVCE —I I— �� 144 , W E I I A a MATCH LINE SEE SHEETSP-04 �I it I �I �"" + f ,.....r®,.. �• � � -- I I � DTI.anc i ►J III �� I COMMERDIAI.BLDG. I '\� ' � I N 8 t II F` + PROPI RETAR/RESTAURANT g ALDI I ,"o'ii l 'h pII rvaa F11'IF 9..E0 .=S.PI„N I) IIII I PROP.GROCERY STORE SLOG. 1a1 SF W/0 )F.F.E.=1.OD tNAVD) ; v_b•� I r Yi III, r, — I t � eProxMavw + f + f I' 11.� r I "'* �'w' ro..r. n r„v�....o m.aw , •°Prnw ..W rf7f5u wwx�neiLmv w rs uL LII BeFGRerw om ym d s �.lra I 1�1 '� csU n. f �w M.� e �� � 1 L M U ��nn irw �' ORSMITTAI e I .R T, L _ W �.. _—_- \ _ _ — _ — STIRLINGSQUARE MVC OF S—LING RD.&PHIPPEN WAITERS RD. ! _ _ _ _ _ _ _ _ _ _ — _ _ _ _ STIRQ iClL. _-_ R it 1. MASTER m 5 '. DEVEIAPMENT TTTa�'"'it 9 r s ' MAXVIELL T.KAPLAN DATUM DOTE HATC11 LEGEND PER DANW CODE OF OggNANLES NRTICLE 91I ALL ELEVATIONS SNOW HEREON ARE IN FEET TAN Nsw xn !! 1' nalwrurrw ARE&ASED ON THE NORTH AMERIGNVERTILpI 1 StD wALEs aND swaLEsl. awuER fs _ nLEGEN�D wTum DF rase teuvof.ADD I.w To cDNVERT TD {$: RESPONSIBLE FOP SIDEIFROA ROW SWALE NATIONAL GEODEDOVERTILALDATUMOF 192p s IMPROVEMEMS WITHIN THE ROAD ROW. lNGVO). rta rw�nAX= rune �� xata�"`tn'F:'•;.°w'^'i SITE PLAN =f ME&r „n � SP-03 gom I' ;S --------------- W B k e+1 '- -- -- tll e R —— SVY lsi_ST_ F B NR2 moue __`3 --� lomewwsullu. 1� }rW AWE----- 20 narsz'at -------- +�, NNAu rePoX +ww m 6 F R — 9 lI _ � Z — II > g8 I �4g +,rnAww w+,w �~ E [WWMIARBfIOW PROP.SELF STORAGE SLOG. T�+� ema BCN.lell h I� 121.-5F TOTAL r -- —�iYT.row a BEFORE YON DIG (5STORYBLDG.) (HT=65'MA) DRC SUDMIRAL ZONE + STIRLWG SQUARE NWC OP STIRLING RD.6 PHI PPEN WAITERS RD. °� wmnu,r,®wv MASTER NW DEVELOPMENT MATCH LINE SEE SHEET SP-03 (i IIvii''..'._ 4 �l oATNN NOTE. HATCH LEGEND WWELL T.KAPLAN Al EIEYATIOrvS- NEREOry PRE INFEET AN II ntuvNa ARE DASED ON E TH NOR AME151 WNVERT TO ICAN DRTNM VER aea ❑m a r,mc OF. O).AW TO RT TO 2l NATIONAL GEODETIC VERTICAL DATUM OF 1920 n LEGEND (NGVD). R , SITE PLAN nW. SP-04 i7 �v m so P� a t� path�! :�/ _� A •_,- nay 4D � � TV � £`#�'-fe ! - �*r+,wrv�ra+oswnmrw..trm�wm.wssaw¢t. L rr n>arrrs.wxravau.*oraq I vwi nmvarxawu•m:ne®wu..orx.x,mrrnAuxrn I CONCRETE WHEEL STOP Z SIDEWALK DETAILS 3 TYPICAL CONCRETE SIDEWALK SECTION t� dt HOW.-- xnrow wxnne a e.v.auamrenn.,,. / �s':n�n..wrs / / etmvcra�ovr.n.0 1 ALIVATS<AI.L BII m arvn.x+urortonranvum rmo-r�i�urte �-+--�' iaeu� � �J yQ n,mv..n.�,rrun�nn.mavatn ne�un'n� BOO��OFUIG ..wrwrvoonumcxmam.. ay wnnmunmwn nvn�nx \\/ ✓•� /_/ / / SS .m.nracnam.er�..�w � tlL. w.unangxe / 'i i/\.��,:./ � URC SUUMITfAL STLRLLNUSQUnRE & i�n,em v�wxamw u'rt. MVC OF SPEN AVA RD.S P}OPPEPI WAITEIIS(lD. A. ADA CURB RAMP DETAIL-FDOT CR-E 5 ACCESSIBLE PARKING SPACE-ADA COMPLIANT 6 TYPE"F"CURB&GUTTER DETAIL 7 ADA CURB RAMP DETAIL-FOOT CR-G MASTER w� I)EVELQPMENT MAXWELLT.KAPLAN 1� wesmnuTMs.u�.neoanoatt,w a m' �.mranV�mw�we, SITE DETAILS 8 pADA rSIDEWALK RAMP DETAIL-FDOT CR.C 9 ADA PAVERS CURB RAMP DETAIL FDOT CR-D 10 ADA CURB RAMP P DETAIL-FOOT CR-F N � a Ii — BtipaNxt I 1 nil MATCH LINE SEE SHEET SP-09 n w[[ra (.pDEEP.FBLVAOE, 1B 6'YLFE F�j�B I PROPIftETARJRESTALFlANT � � ALDI N7( 9,TSD S.d¢TOTAVL�I i ' 1 GROG RTONROPBLDG.� F SFWGh \ I I I 1 � F.F.E.=7.00 INAVO) I BG 1 - Diu eRrMuum Z�0. ' rr[ ` I°G4 i .°) ..a,� I '� - DRf SVOM,TTAL a[_ _ _- _ — �,4— '•sV . I STInLINGSQUARE STINIGMVCOF D. —t�l' PHIPPEN WAITERS RD. LL STIR DEVELOPMENT MASTER PAVING,GRADING&DRAINAGE LEGEND q Ca O�NS772UC1'IONgNW ES: HATCHLEGEND ........[...-..s..d.. ILL ❑"�r �<. MAXWELL T.KAPLAN .8 © xort PAVING,GRADING& I ELNOTE: DMINACE PLAN AREBABETIONBHENORTREDNARE IN HET AN ARE BARED ON THE NORTH A—TO c-VERTICAL t6 rwm,oaa,e[[wnarm. e„cr pormuuru[mx /® OATUM OF 1988(NAVD).ADD 1.61 TO CONVERT TO e[uxFu 'a rnm[.[xa uw[wm ue e,a[aen monu�n. M �'" [oewecueew,.[ewmen n[ 0 � —O—L GEODETIC VERTICAL DATUM OF— SP—OQ / !S xa a.""w'" ;tpt' -q1' H11 .'60 ---Ai��rvr A54T51bI't _________ III — a 8p f Ig I I i Inur+ °S• h rxN PROP.SELF STORAGE BLDG. E2A,BSO SF TOTAL (5TORVSLDG II Ii i��LFry f�''• ��a �RASNEOFWOAWroRVNERtA CVTAOS LUBLE DLRDIIGWI (HT=SS MA%) FT E.7.0(NAVD) I fk I N A I � I _ —_ — ORO SUBMITTAL ZONE STIRLING SQUARE WE OF STIRLING RO.A d S 6 rs' PHIPPEN\VAITERS RD. 15 I �\ I MASTER DEVELOPMENT MATC-I LIATE SEE SHEET SP-08 ' a PAVING,GRADING&DRAINAGE LEGEND CONSTRUCTION NOTES: CH LEGEND ,.w°w .rtwrws.romr» .. .... �.a I Nmm t'T.II()IV)!-\r.; HAT o..w El .m��. ,W.rtrr PROP.E%FILTRADON TRENCH nmry �,� .�' r rn.m w•uwr. � � H'DEEPxY WIDE)�1,ST6lF u».rnv. 5`5! PAVING,GRADING& Dr\TUM NOTE DRAINAGE PLAN ALL ELEVATIONS SNOW HEREON ARE NFEEIA NE n ARE BASED ON THE NORTH—RICAN VERDGAL If uma,°rniu n i® I_UMOF IWS INAVD).ADD I.SA TO CONVERT TO <urnR y' aarrlu.rt.Pxu reran ran eruee. mx.rtmm, °° f0w» rorwu°.x°»w.».mu° ° ✓ HAT —L GEODETIC VERTICAL DATUM OF IGE9 ' CP-09 S D). V ar,r OO A . T A A O 5M L 6 gig,I — -- 6 n.n as I PRECAST CIRCULAR DRAINAGE MANHOLE Z PRECAST CONCRETE-TOP SLAB FOR DRAINAGE MANHOLES 3 PRECAST CIRCULAR CATCH BASIN 4 PRECAST CONCRETE TOP SLAB dMul HEN 1•wn" "I on � 0� �� »r.r,.� a• >� a L — „:m,.rwr.m°..,,.M wa.�,n"rw.a. ....,....+r •STIRLMG SQUARE I r N\VC GP STMLMG RD.P ' nrrnn°u.,"aaw PHIPPEN\VAITERSRD. 7 DRAINAGE WELL DETAIL $ FRAME AND GRATE DETAIL 9 MANHOLE FRAME DETAII. 10 POLLUTION REPARDENT BAFFLE DETAIL MASTER rut wl[ 6fnE:xR[ DEVEIAPMENT S ,w� f '/ ,<�-' �.,a. �,°."• _ "..mM.� .»;,.''°r» Eaa.., '� .a...n.• �H O M AS EIEVAIIDN � J � —�1 I �.ea nrw.a.r 111••- wu, raewwrtuo."c v.rtro „»_„•fir r wgors r<vvr REGULAR DUTY .:.� •r`m»'"I` L_--_��, —— �:�<.,n_,.n. MAXIYELLT.KAPLAN it [PAVING,GRADING]j &DRAINAE DETAILS HEAW DUTYMILTRATIONTRENCH 12 sTEPCUTPAVEnIENTcoNNEMONDEA DRAINAGE WELL GRATE DETAILASPHALTICCONCRETEPAVEMENTDETAIL s�_10 L � •E B i 67 MAW AWIM I o K gal W I aI gim tS� of _ P G I-E•D F .�v SECTION A-A SECTION E-E HOTTOSCALE - NOTTOSCALE PAVEMENT LEGEND O NST I SUN OF 1p5PHALT ANFASONIE =RSESHA-C THE RMAITH RCCONCRETE SURFACE COURSE SHALLF MANSPORTA THE REOUWEMENTS OF TIE ftS FOR KNpw wNATf eFtOw " 4v"----------.. ... ++. •.+u OEPMTMENT OF IPANSPpRTAl10N SLANWWO$PECIfICTNUCTEFgi ALWAYS LALL 811 r..von IYPESPTICCORC ITI000NCRCKCOAOSN1Ll BE CONSTRUCIEOWIIH BEFORE YOU OIO A•uT4LTIC CONCRETE WIIN TACK COlTBE1WEEN llfi5. +•••��••• OLIMEROCKSASE(ASPW1LTlAFfS) LMIE ROCK SNSE COURSE MATERML FOIK PAVEOAREA.R SHALL SECTION B-B SECTION F-F a BEAMWIMOM6TNICKNES$AVOCOMPACIEO TOSS% NOTTO S NOT TO SCALE LV•KIMUM ORY OERSRY PER AASMO TAW RBR IM0 OTHER DRC SUBMITTAL SU&STITUTES SHRL BE PER FCOT SPECIFICATKINSANO PROWOF EOUNALFNi STRUCTURAL NIIMBERAS ABOVE TMW lBR\W) SU&BASEji :11-STA&LILEp SU&RABE COMPAC1EC iC98R OF N4X.ppY OENSTIY PERAASMOT�im(ANN LBR4D).SUSGRIDE SN011ID FCIIEND IT n+c " BEYOND UME NOL%ICONCRETEMITS. _rn � rrs<egi O CONCRETE SIOEwA CTHICK S.SX PSI CONCRETE W REINFORCEMENT STIR LINCS UARE n --AeWnrc r ��oaYS. N\\'C OF ff .unvoN s u I' STIRLINGRD.BI WFPAINGSURFACE:(ASPINLT ARFA WITWNFWTRIGHTLFWAY) O PMIPPEN IVAITERS RD. "`*TI- DEPARIMENT Ua,.vx nul IN SE SKIN OF CONFORM PITHM CONCRETE SURFACE �l COURSE SNALL CONFORM WITH THE REOISREMENi&Of THE FLORIDA fOR rvvan I, .9S PNABPOLTATION ICCONCPNDAR)SPECIFICATIONS ODNSTFOR MASTER TYPE FGBSSSPASABPNALTIC CONCRETE,ANOSHALL BE CONSTRUCTED DEVELOPMENT --- WIN I-ttPE FCUS RRAFFIC.C)FRICTION COURSE OVER T TYPE SF-125 (TRAFFIC-C)ASPHALT STRUCTURAL COURSE WITH TACK COAT SEMEN SECTION C-C _ SECTION C-O LIFTS _ _ NOTTD SCALE NOTTO SCALE w'hwnva A ,rynvLR F i 10MAS FF � WVlnvv I nAu�i MAXWELLT.%APLAN E. - .R SECTION D-D SECTION H-H MOTTO SCN.E NOT TO SCALE WOFYbxIGNt NGIMLR K d� FtnrJ {{ CROSS SECTIONS 1� IS SP-11 — >a a I[; •>:,:. ,I ID,� 1, I III — — � y��s�o _ Q 1 w a + i9 MATCH LINE SEE SHEET SP-]3 f � � ✓-�n'TM�aa wo..E lwuu � ��ie na ' we,NOla — �� 3 � i6 ® LI wolRrdl�' � Ir \ fPBfuvd -Ya. Lmnlu� Goo-i� II"! $ e � 11' \ . 9 ;�.:.: PQIRINL� M. 0 I•,'� _ � i �E iE� S31 A — � COMMERONLL SLDO. \ I PROPI RETAILATESTAUtANT I ` A A-- RY 1I _ I R Han I 19.TSO Sd TOTAL I j \ oLt�E� PROP.GROCERY SCORE SLOG. II PM I F�F E.=T.;ID INAVC+) I 'I? ' dlarMR[.. (2i,996SFWIOCANOPY) 71 F.F.E.+I OD(NAVD) — I II� ----------------- II E �t �9`"��Da i U I wwDlew,ml N.nfuAA I-�GN II I R OOICFTIRA'�cGW N�NUrtcIDI OPHFut I I F�-I I ; RNOM PRMR IRON L WAYS CALL LIf �r�J ; I 2T .Yia[MOI E:I.r+y aEFDAE T W pG fooBtupA IIIIwm[tIW I�,k� I I ., _.._.._.- I MNRNR ' L -----_ I J DRC SDBMITfA1 My o mR o D ewifxAeml F�RDlniqu R=7599,f1 lQ61�• STIRLINGSQUAItE u-o2ea MYC OF SrIRUNGRD.& STdn P*LTG RD PHIPPEN\VAITERS RO. Y 11Li1V I T — '•"'-� "- -'— DEVELOPMENT r I — + `HOMAS SECTION WWELL T.KAPLAN PLAN VIEW SIL jy NOTES: r I)LQ FENCE i0 JA CdiSTRUC NYATMR OFf51>E MEAS ME LONER THAN ADJACENT MCT EIEYBMA _ 1R•"T+ sou r p 2)CATCH BASIN FABRIC TO SE RACED ON—WT3 S WECi eO - 6 F: - ^^E Y TO SEWMFRTATION iRgA a115 PROJECT. DATUM NOTE: )t 7)ALL ERp510N—VOL IXNCES SUCH AS RUBBLE STRIPS, ALL ELEVATIONS SHOW HEREON ARE IN FEETA EROSION PJRddtt SAMY.RS,9LT fEXCE ANO OTIIER SNYS SHALL SE ARE BASED DN THE NOO AMERICAN 4ERTICAt a a: ELEvnnDN CONTROL PLAN WsiAUED IMIDR ra DENalnax a casnrucnw. a..ruM OF l9w(NAVD). 1.5A To CONVERT iO PLAN DESIGNATION CALLOUT NATIONAL GEODETX:VERTICAL DATUM OF 1S2a _ _ (NGVD7 CATCH BASIN PROTECTION SlLTFENCEDETAIL �, TRUCK RUBBLE STRIPAREA R.� SP_12 E I I x I 'M a I I / —————SW isi ST.——— gg9s iq --------1 ------- --- gBl � Wolfs: 1)SILT FENCE TO BE CONSIRUCTEO TNER£KR OFFSITE AREAS ARE LOBER THAN A0-T ONSITE ELEVATONS. R RIOIRBSO4W0� ________________ FVDi�ifCQi tJ GTO1 BASIN FABRIC TO BE P1ACE0 ON AREA BaEiS SUB.Eti RRl 10 SEOWENIATW fTOR 1HIS VRO#CT. 3)ALL EROsm CONTROL OEMCES SUCH AS RO-sRRPS. 1URRNtt BARRIERS,SILT FENCE ANO OTHER BLIPS SHAD.BE IWALLEO PRIOR TO OE.OLTON&CONSTRUCTON. f � IfIWlMCmUld muvant �M4 oopoec g m ggo� LI BHAT9 a vgRE d COLLD fII PROP-SELF STORAGE SLOG. B tt � 170,850 SF TOTAL BEFORE YOU G s sTo, SLOG) �1 i� CATCH BASIN PROTECTION (HT=E3' g Ig F.F.E=7.0(NAVD) 9m.cs tonvus.asr.m.a.s au ORC SUBMFITAL w Fm B I f00 tE C/ STERLING SOL RE SErnON NWC OF STERLING RD.& —- -- W- li` PLAN VIEW mram saoo PHIPPEN WAITERS RD. a-iM uw v '. N MASTER iC DEVELOPMENT MATCH LINE SEE SHEET SP-12 PLAN DESIGNATION CALLOUT Or z TRUCK RUBBLE STRIP AREA f SILT FENCE DETAIL $q ;;����..yy..�n�.Em�.r�uv�+•1^yN�.�.rrv,f f,1 S A L ELE OTE: IYD1A IFy�Ll T.N(lPlllll\' ALL BLEVATIONTSNOWTH AAA ARE INFEST AN J. ARE BASED ONTHED) AME1ECVERTICAL 7f DATUMA ISO(W.V01,q➢p t,bDATCONVERT TO 1p NATIONAL GEOOETID VFRTIGAL OATUM OF 1819 _' a es I EROSION 14 CONTROL PLAN SP-13 -. _ u,giDminu`Mu �'—^I 'I 3 a x••:S:Y Iall LI MATCH LINE SEE SI-IEET SP-15 T l.. "v Lw M nseo •Il.r � v.4v. JBY. _ L ——— ——_+�/ it�I I ��-a pp� Y V �i� IR Rcw rn.�� aMq �._ _'— _ to • , - _ I I I I'I A �$_%�i00 i Ir `per, �L• /., � I I !I q h -� I ; I p 1 -/ \IUFp rar Lraon 'O"� arMFiwWrrr � I I $ � ,I wuRAtEiorwN'i'fnx` � «! .J•am,.mu,orRf m rsmf I I ( i , •� w r COMMERCNLL BLDG. I��r � I ! rvmn,zuf ex,rrs�E� 3 �! '��• PR0PI RETAIVRESTAlk1ANT , \ A Rq B,1505d T0TAL I 1 PROP.GROCERYRY STORE SLOG. F .E. (21.998 BFYIIO CANOPY) \ I I Ipag1A ! I F.F.E=7,00(NAVD) I I I II u �I a I BII ! I wi` z u ia.•r ui p n. it - ! I R�+D,ua,uwv � CI '� � InF N' � A�ATS CALL811 ! t I NI IN4 4� .It7f11Y5iM1 � I B��uRE TOU DIG ' � �f•.Vn1^e.n• M• su or --- - - ! T ma �R s ARE NAVC OF ST1RL1 C RD •� _,^,r-"-+ -- _. -- _ / r � I I PX1PPfiN1VA1TER5 RD. - 11 a STIRLING RD. g FDA r hL15TER I $ _ DEVEL0PM11ENT 8 „t VPILYfY LEGEND ! !: :'i •, ROTE.. fNsiwDune.e. ...,......w,.= 131=� . Row Bfwc�ND u•"'m`mEf,wvE aT, °;�E� MA WELLT.KULAN fD Tn w� D D d UTILITY PLAN Z DATUM NOTE' / ELEVATIONS BNOW 11EREONARE I N FEET AN !; ■ ARE BARED ON THE NORTMAMERICAN [ DAT OF 1080(NAND).ADD 1.M TO CONVERT TO l�iGT OVAL GEODETIC VERTICAL WTUM OF 10ri SP-14 S 3 ep fI tk WE ^sue H SW 1st ST. UTILM LEGEND 1 - i A U 'F 8124,960I � re-rrrsu.9r � t � pMroR BULL 1ol PROP. 5F IOTA BIDG. @ pp 5E TOTAL I j: I 6— - E RE xOU DIG M BNueri•�nx. F (STORYD V( �... R (HT=6S MN()) I I Li F:F.E=7.0(NAVD) S I M1I I ros urtm[N[em I DRC SUBMITTAL ^\ Toiil rrol[ee ZONE:N eYw Lm R y l l [[ R.- 4[T STIRLINGSQUARE r$wm-nnrneacrmm a4un� I �. wm >. r NIVC OF .— 1.T.. STIRLING RD.® PHIPPEN\\'AITERSRD. 1 P.B�[w.RirtxNr. FOR 1 e T-I MASTER DEVELOPMENT MATCH LINE SEE SHEET SP-14 a I ! )iVU-; — s'—`sEE� !° G D.THE MAXWELI T,KAPLAN is E� a,nu tf UTILITY PLAN ALL EIEVATIEDN66MOW HEREON AREIN FEETAN }V ARE BASED ON THE NORTH pMERICAN VCATBM ERTICAL r '} NATIONALGOF BEODETIC VEAR11Gt DATUM OFE111.0 j, NGYD SP-15 STANDARD DETAIL ._„„„ STANDARD DETAIL — STANDARD DETAIL .AowA.omwn"-= ,= _.." _ - STANDARD DETAIL """••• _ "gym"""" _ gA" �- FIGURE , $iANDARD UfILm GIGssING FIGUPE owarro,r< SpKIK Uf1Un OIDSRIMG FIGU0.E RESRWpw IDIMi FIGURE WATER NAIx SlINUiIGN 105 I "" 106 I :, 107 REGIIIRFNExiB BINGIE G 109 .".,.... -' STANDARD DETAIL STANDARD DETAIL STANDARD DETAIL �� _ _•••« �« ��!'� In , NtE1W WXATEBFIBx - I , tlwwp FORE-1.1I ,. "'• - -,,,. BE VDU DIG OL IL_ _ _ _ �-M• �w = !` a �_y DRC SUBMITTAL { w�_•'�..'ew::�9'i. -^ �".�" -`T w^"'"' Bx+�E '.�`• STIRLINC SQU ARE NWC OF E STIRLING RD.& 6 REsiPAinFD1GINT FIGURE I' „�x' VKVf CIX1AP FGURE FIGURE nF1Gl CBNNlCTIGN PRIPPEN W'bITER$RU. unxi gEQU10.EE1EN150.EDUEING FRFINGs rw" ' VALVE W%DEIALL iG VlBTIxG MAIN FIGURE 112 DENGFlGATIOnMARRER 121 123 _ 131 hlASTEA UEVELOFMENT STANDARD DETAIL ,•e«..."�"« ?_= STANDARD DETAIL STANDARD DETAIL „�„„, - __= STANDARD DETAIL MAXWELL T.MAN US- UITLITY DETAILS ""' FIGURE ieV"� REsiOMIIGN OF�gpA9WAY[Lrt� FIGURE I ... 0.EBTOMi1GW OF PGABWAT CUt FIGUPE I 183 194 FIGURE f {OwO,'ly nFiCK iRENM BACNFILL } .«, i ' iGR oecin.+ Bp1ARp raw 180 FARUEL�ilunlnsTAWTiDN 182p„ RPExDIwuPununwRTAunron ,. SP-16 STANDARD DETAIL ,.,,,„ —E_ STANDARD DETAIL STANDARD DETAIL �„,,,,, - STANDARD DETAIL REF IR,A= _P_ t w. IXvpm FIW E�OnµNEG?IONN�� fiGUPE i o"`..'••y'0"',y ^ FiGURE � TriE1wgTEP FlGURE ' Ty]f2wATEP FIGUPF 205 sAMRuncroPrt 206 �»" 5lRVICECRINEC(iDN 221 �°v semlcecaxNErnoN 222 '- STANDARD DETAIL "PO1'"P° DC?= r STANDARD DETAIL .APwq.Rm"x"r °". -.w,�. STANDARD DETAIL ..,.•..„„ —•-'- --•-•% _ ,,,,,,,,,„„ - - STANDARD DETAIL .W"o ° J ..._ Ire.. � NxmvR urs ecww -_ � w�11 EF I � ^1�� k t Nq �� _/�• ; �� �^�3 __f D0.0 SUBAl11TAL I f . ..� - S'TIRLING RD.A _? ji STIRIANGSQUARE .«. PHIPPEN PVAI'TEE$RD.NWCOF HE NSTALUTIQV f[GURE FIGURE TIDry ftGURE d ; uw i00.two i'METEPS f INSTALUTION IXSTAGATION METER INSY U FOP u,n.�, 224 vun.�M FOP K'AND I'METERS 226 +'•+'�," FDR rWDY.•HFTER$ 227 f0P 14a UR i'MEIERS 5 C 22� MASTER DEVELOPMENT 8 A - - i ,7•!°. .,,.., _-" STANDARD DETAIL ,,, ., = STANDARD DETAIL .,,„ == STANDARD DETAIL -- STANDARD DETAIL a ------------- _ 1. '� •,'^^ - » 4 xn�o Tvw rEcnD5xfEFri4€ 1 .-.��„„,,,�e«,,, LTILITY DETAILS .e FlPE Hr w ««FGURE TYEI FIGURE Tv i M FlGURE 1� N5TAW^ RRMATE�fl0.E VPOTECIiDN FlAE P0.TECTroN RREGSTF w. . : .. __ 231t". A•.E-Axoe•o�AnErERmfe�Emox 235 A'.s•,woo•oIAHETwcannErncw 236 + TENANEfq[EE255TIPPTIIPE 312 ,"""`P-17 S �•",�°.W^„ = STANDARD DETAIL STANDARD DETAIL mu- 2 =_= STANDARD DETAIL STANDARD DETAIL "t �it a " a i HHo !! t 'F NNiMEKYESS STRYLTWE FIGURE �rns ,x �iMFNNNCE KNCE55E5iaUCNRE Fl('URE NINTFNMKEKCfSS S�PVL UPE FIGURE IxvEN1 C1UNNEL FIGURE fDNNEfTlO 313 RE.IE 314 [ EDVF 315 STANDARD DETAIL ...•,•.••., _= STANDARD DETAIL STANDARD DETAIL •..,,„,,,, "- STANDARD DETAIL _ - .1 ...,. I •,,'"ry� Y aj E Exowrmlrse[tow V _t[ I •..«.•. REFfMC rou o c i _.....,.......m. ,�........_..,,.,.._...r.,_... ! R.Nx `""`" STIRUNGSQUARE NWC OF a I ( STIRLING RD.h f _ PHIPPEN WAITERS RD. d fIGURE SEWER FIGURE l E0.EER FIGURE , w Stwf0.Ef0.VICf FIGU0.E MAIMEeuNGE PCCESS SiauRY0.E SERVICE CONNECIrON CIX1x[LiION AT RIl0F61tt (t_I1�_ CpvNFCt10N AT PROFERtt FOR {"' EIX NEC ION°E.tE 322 331 j" LLNE 00.wSEMEM NE 341 i „ eoa uMEM wE 342 MASTER 1 DEVELOPMENT i t +� � MAXWELLT,KAPLAN yV 0.' omn%iryvm�a nN �� UTILITY Dj REMOTEFD H C w SP- t, 1 � !9 Ali'I 3 '9} ° nar,nou. { ° G alp L NN IAv.1.R I I.ay.FRp Av.VR ~� l.. —. xrviwn: "nu new¢+ir.V nrsrT� — nrs'Mrt 4 I.or_I — r -0 � 4FP°I m p.pp IAp I✓ 240 Mp 34) 31A 40 A�5p SANITARY SEWER PROFILE rviwlrcR� p kN(IW WIIATS pFtOW � \L\PAYS CALL 811 1 •BEf DRE TOU DIG ORf SUNMITfAl v STIRLING SQUARE y NM'C OF i STIRLING RD.& PPRPPEN WAITERS RD. i MASTER DEVELOPNIENT E s SANITARY VfiR PROFILE j .� SP-19 V8.0 PROTOTYPE - NOT FOR CONSTRUCTION "'"° 0018 A lu vMnelrene a/WAs e D ru vlvl E Nay, -�o.-. RevlYonc Dole: abov na ur vo ro{ swrousilli sm 2 or 1 3 1H I i!L ca ryil oaaW IMCes °6 S 1 -- _y -�O blw is M51 rytl f ° q I,cwsur•fn 71 ° 1 I 1 1 I I I 1 I I 1 I 1 1 I I I I 1 I 1 I 1 I I I t t_1_1_1_1_1_ seubta L_l_1_1_1_1_1_1_1 _J Sed 1 1 I I I I I I I I I I\ oOellu o•Al L_J__J__J _J__J__J__1_1_L_1_J YWe � wa �� captnW Oplr Hy oua ® IMP 11' r`ar •® �pp^'9uerelM -H-T-T-T-T'T- T_T_'Yw n ___ ____ � rn.e.w....•«a.`. 1 I w wf pp, nobs 3C•ueae ubbo•r•eetex i ham ow+— eiv. a'r °'.Ir I-���I - °r,u.r - "°°' • - .. vproCIX r .. .rtugle ro-s w r Iwv ` MII sit �� rnW. °I.r 4 q [/HKLf['✓&T��./s�h Architects Engineers Planners b 1925 Prospect Ave. G o tl o blac•Iu° q h Orlando,FL 32814 j a P((07)661-9100 w P(407)661-9I01 F »hero• $ -- a _ D b.m av5E, �la(�D0 Inc. q wuI _ ! eovd Poen leach fL 3Nll ALDI Inc. Store#:68 q_ Dania Beach NWC of StirBng Rd.A PNppen Wooers Rd. R IF Donla Beach,FL 33004 Project Nome 8 Lb..11or: Operations Plan w•wc 1� - Drowing Nome: Ines _ Date: IO/23117 1 Project No. l 2170738 i e' RHRD-VB n Operations Plan Drawn BY.JOM aI " A-131�es' ,I - Scale:As Noled D—virg No. In eb b w �-- z e-QU1KlPSTGR FRONT ELEV e�UMP-.STER SIDE El FV eJ2UMP_STER BACK EI EV e_DUMPSTER SIDE ELEV. � d O A1.0 1/1'=t'P Ai.o tM'u 1'-0' A1.0 ip"=1--0' A1.0 III"•1'-0" Q D- 0 —FINISH SKCIFICATIONS. ............................. ..._.................... _1.. - ..�L.. .. .. -.— U) S QU 00 DUMPS TER - -- I __ �\ + Z p J INSIDE ALo v1-=r-m •I i � N 4- \ V O i ALTZ MICHELSON n DOONGE DETAILTYP. I I I Alo I•+I•-0'RHI 1� ARCHITECTS _ \ Jsol came Awa - FI.LaudeNsla 4l JJl I3 I I ar I I I b 6 \ 1�1)366-3)00 Fx(951)366.3)oI vn�nll<m4helson r I,a-i_y LL _L L WU AR001111 — - - - -- 1 I P n BOLLARD SECTION ms 3 ras 13.15.301] stonE o rSovocla,r,a i I N i REVISIDNS T `' , CMxEAcm<s N x.an xoo.ee.roa store _1E.,.r.D• ----------------- y eru�moc— tl rre:ea a ew uweunc � I I — 3 wn,suwo.e 7__. 8 i # LLI— DUMPSTER ENCLOSURE WALL —�NggqqRTH --- I3 y r@A � t11.�, Cz] R PLAN FLOOR P12'+1'd A1.0 y K e —y H o e SE PERSPECTIVE � d s = J nzD Azu_SW PERSPECTIVE ^r -t\ «y U mMxxRrxFxwR „m,.KxxRem. r —i — — ? — z z u w, U) LL {� whlvouxf IL N ELEVATION Z — nz.o w — I SALTZ MICI ELSON tt..aR,eR.�rr .aow..Pxoo.,� ARCHITECTS b �.xrrRRx,. K�n�x„ — .. r, tt.w..xe�.a F,.Lavdbda)e FL33312 ra -_- i b I. .� .. .. .. .. .. .• •. .a ♦, .• ....-. I (954)Xd.iT00 izj959)266-SIDt b L: r NORTH ELEVATION } —- 1 Wre L.Stllt ARB%tyt Iholes N. r., rovr uxe - uaexo _ _ an we �—rurreatturrc ._.. y rwre Drn mMBy. • __�________ ____ _— ..__-_-._._. - --_ M _ .____._-._ t�Raan , - _ ChukN B b I 5 b` N • R 135.301] naraaao r �` R REVISIONS Wxrs Fa -. b T N `-'� ---"—— PROPOSED RETAIU RESTAURAt1T B FENE&TRATgN CAICLMTION sii«cx - _._. --� eWEST ELEVATION _.. ._._. ! _.. K,'• ' Y awnx euaa.mx 4 ,aasua.evoxo —noweeowortorrcwn ruiiamwrux .wuwws„orww '_II sreawe ttr.avaxo -am ar z rn.wru uwxrto m- n ,xx. •ruoaiasa wnura re.,Teea�. a . -'............. Liu FlNISN• „y SFECIFlCRTION& r ..Le orate?.-....--' MEMO ..e norca[ovwn�exrtwxo — ra .r.e rn b rR ro.v e" f - HI,oxE f1A ro'v5.[. at-� m. a oM- .NLxcow,xv,eoQa,o�e f.�l PaloVAIlQN_ 0 u) xar" �- ---. - - r -1 W RIP PROPOSED COMMERCIAL BUILDING - c 0 0 0 O 0 '0 Z _ w w a GENERAL ELEVATION SIGNAGE_P. •" ����IIII ° a p f ! A ! ! A A A A A A A / d A A I°xrvgiuBE Q D_ Of = O Pa ooxT,o E>.oE®:•-xEwx.leosl lanlan D_ PROPOSED COMMERCIAL BUILDING- PROPOSED BUILDING SOUTH ELEVATION SIG NAG °� v SIGNAGE REQUIREMENTS Azn vm^=r-o^ Z O PPR�pRNO1�PPOS��EE�DDRETAII3 RES—RANT J � D) Y�af° EtE,Wlf wgna•fooi b °nE uueaErouv E�II MiWE Eq,xxf v � Z o[o w,ve. x _wnu xov„rsv �ttv�wAll NoxNiE I }�� E Eo. M P M OB o w ,R�„gE " M , tt. _ -- - - n -- ---- b _ f >b � O a su. xoix,xsl,ololun R .,.j §b - °fm i"°.e« - xorxlem,eawpuui'OE T ma; E,Ba,1E.E1 bLa--= PROPOSED GROCERY STORE +e� T ��{ [fir PROPOSED COMMERCIAL BUILDING- PROPOSED COMMERCIAL BUILDING- SHLTZ IIlIC11C3LSON „«ERnm„EEaox IevrrlvEEE E is EAST ELEVATION SIGNAGE WEST ELEVAILQN SIGNAGE x:F FOR ar`mEeL° owFo wwi€:n '10irs°,l°IoI RB Az.i +m•=i•-o^ Az.) v8-=+'o" ARCHITECT S .oiBL°BooEB„.,oxE:,°x ExowoEo=,.aa,E. )sol c�rex Ro.a ,a 1rxv�v Ca, u,+-ISEs rwon w„xruU PeLautleNale.}i)266- nF.Cm,lerylRp (95<)xaG1]OB Fa'.(95d)366-T10( 'nsr ........... . loos,IololRu -- Evu®alvmicFdMmm� p �*e� halo x 4 ,M* EA:f�pP CsiEax°�[m x[v„ovmEv�>aa es. PROPOSED SELFSTORAGE BUILDING - A tl tl d d d A f f A A d A :ORE A d A d d f f w„u �aw�-Ewnu s.n•erlsos.vlgE.n �.. i::x - _._.- d A d d d A d d MaM LSCIVZ AROB>tit vn mCxeiTUH xr eFlmlAlol Atl -- ,iExl�loxi PROPOSED ALAI SOUTH EL�TIO_CJ =sf zFE A21 Ire"=1'-0• 301]-19) wmrneq_� ---- D.By: M ] s�ox uiiw,oE .ifs+ pasizo PS c—Hy: o.sEoa R.vx,J�s- iwovE I /� ill Si ,.0 •s<uEE-„qE.•u � ALDI I F Da,<: wu'w`a"Eo .owE„n.E lEmnolw ml _ .S � n.Is.m1] wi��uCiwi - nExl[I°m icx, A A f A A A A A / ! / A / / A REVISIONS _._ + 4 R g �-PROPOSED ALDI W ^Ex>Z(:LEVATION SIGNAGE 'O e MIEN ff T-11 I/C- SIGN 0, tl PROPOSED ALDI SIGN --- "-" -"- I-"--" ---- ZE e ELEVATIONSIGNAGE TYP. q21 tm'=i H' 1 K AL.� i[n[Bs v°xT t.Ex EE z xEmx,is311viol rep. - - q eAz] PROra• D A DI A — V Mr-NAGS MNAGS Im•=PO - MONUMENTSIGNN __ •1°'�•' r� - ro II �IIIII I II -, W C3 � o • • .. . ewnae Fec.AcxxemuEx.reuoe .. Z � u�CiAb MONUMENT 91GN 91 P t esmart SaTuax.muxreAIO Pn99Reea J � mZ -- ZElla.. ... �>�...�..a. � IY PROPOSED BUILDING ' NgRTH f�-, `16M1"e`� _SIGNAGE REQUIREMENTS U) eMONUMENT SIGN LOCATION-PARTIAL SITE PLAN (1\ _ rmxn �v.a - PROPOSED RETAIL!RESTAURIWTLL Ax.z r.aDp - y/ M4war.Ni gNe.xumu.vx - art rfHw Ni`"oN`nr Z utwxensgxwz.z°v...xnvar - rOiu wxwE rxvn°eU.'n a.r.ANDz.er °'' - E�'Oixc�rRv�eeD rerxu RUTAVMNI ENr rtx."t Msn rxoninoE •�----------��-' •"-"""''� Os mreei Ines no°x ossx�Iu°I TENANT � SALTZ MICHELSON mx�n°ImRx .._-.ZEW1NTi ra I � na ,. a ioru°iu o'aav��o-:mii'xr mrxv A R C H I T E C T S b°' TEz5141T5 • se°nE vxe.uuxnm rAa lcww,wsarx°xrnaz C7 "ree""si lau a0on vw�r ua,. 1 J501 GriIFn R°W ___TEWINTT--- roxrpr rxvennee•ra sly exorxPan°roRzn y orm _.. ... i na _M49ESA.: rarr %�bs_. nT lwe r v.w Fe LwAeN.le FL l]]I] �.yri4v+[asSbtAt—•.L°F!. 1 (95a)2661T00 Fx:(95.)366-31Ut b tow awwo.nowe9 .a u m,N# wllzmiclwlam°Dm a nr°°xcuawxrpc aeez"cwlecruw ruuxF PROPOSED GROCERY STORE AADO9SBBi me Cbe m art SOUTH ELEVATION MOENT SIGN#1 NUMENT SIGN#2 '+x'a.°o 4 Nxee-�.xo"x,"w°e"."��w`a nEs a•�!°"°o", IT— Axz fu•=T-p w ,°,a oxx..r oar xr��e.-e�. .Imwrrec ruw rxcx.oe ru omu r urwaa ; ee9 "a :�« l� 9«La�n°o;�:Dx."omreo:ni`si. rcx.•ina MONUMENTSNS REQUIREMENTS FINISH SPECIFtCATIONB �° rr lF�nooaeux vwn+, Mtk L.S,IU ARDDTI II IG ama+ReW,a ea roue - real°"oeear ar°xe aqx row •v.e s.m"iioin m, P,.j Nn PROPOSED SEL—TORAGE RUILOING ZDII-19] aoa• a-»n .mxµeDx"r 1 Dw,mor �r�z1ay.`r vn� r uwr suovel f 'V` sax vaxv Atrw wxn xNDxr ei,rys�ioN,ror�`" CLrekW BY: - _ a.f n91mn9 MA w — pto HNLPYfDrrF—�n41a1ws3urAE"rnss•Ws m11�Yp 11 13 MIr: nexxemx°11P wR .15301T vamrgym warrmu rer"""� :sroilvrx 4 REVISIONS r a [ �MON.UM ENT SIGN#3 v va-=ro• � ° � o ..w��err"oi°n':woxuoero:.'i:��`i e`io°ia,o iwr"ini�nx`�ir..umx ,r.zu..s zl olj �� m`muu.` xr.T.-x nDxD."m�r�mr�mloln r:"m"aEw�ae u a 9 CUBESMART SIGNAGE FACADE N So LOCATION Au N.T.S. CubeSmart SIGN TYPE#7 a CulTeSmart SIGN TYPE Q e CubeSmart SIGN TYPE 93 y A•L•Z Azz la•-ra• Az.z lu••1•-0• Az.z i-1 p n Sol F stors.> �. EXTERIOREAST ELEVATION Ll TYP.EIFS REVEAL DETAIL NORTH ELEVATION DANIA BEACH a•� � �SO stol age k jan TYP.EIFS REVEAL DTL � E SOUTH ELEVATION i I 1 WEST ELEVATION mcmillan pazdan smith JDASelf•Storage EXTERIOR STUDY DANIA BEACH ARCHITECTURE 2017.012-19 : — 1 it L�E�la<�ES t��t��E3 ,,_ LglE��� � .ro E�o�Etl' ,• _ I I -_ , � �.\ 1.\\ -NW � is V• \ \_. \\ R �I < � 1. _- _ i i� L�ml I q El 1i I 1 I} 11 r [SITE PLAN-SUMMER SOLSTICE 5PM , SITE PLAN-SUMMER SOLSTICE 1UAM I- T. f i 1 �- -. 1 iI I I • ~ �FF1I 11 11 tt�i ff .� 1 I � _ .- .[DE" �- � C •. I� �' ... J _� `'�C--_ems_ ,_ I'll � - ` 7 1 � 1 Q SITE PLAN-WINTER SOLSTICE 5PM G S TE PLAN-WINTER SOLSTICE LOAM mcmillan pazdan smith SHADOWSTUDY �`, • DANIA BEACH - .., ARCHITECTURE _ 2017-12-06 _. I - r- - I - - F NfEI I10MD,Ht.. 1 _ IGE:rvE F+nEb -FMF-ES t I, FTI If ` M 1 ` SITE TL- PLAN-SPRING SOLSTICE 5PM -ea SITE PLAN-SPRING SOLSTICE 1OAM 7 � I • >r. - i I. mrh:uaulEs- . _ � FME NEOEF6 _ " I I ! _ . , IFS"` I I .e•{. _.<,.... .. :-_.. .. --�..:..1 �':�I- `.- -a-:.:._ _ •...:. ate_ _ ( - �SITE PLAN-FALL SOLSTICE 5PM SITE PLAN-FALL SOLSTICE LOAM mcmillan J pazdan I smith SHADOWSTUDY .... �� ARCHITECTURE _ CANIA BEACH _ .._. 2017-12-07 f I P• 1 E a, u ,> I }.. .. ., I MOP.:905E WIO RY TOREB)G. I � P°'n 1 xm mPrw �k3e yp'ys F.F.E.-7.00(N VD) t L II > I t �—U�.. .am— "pN 9RIIAE.Fl.R9A 2— '`E -- ,NE�R.E aPPua I � r CONCRETE POLED AIL CONCRETE POLE DETAIL — 3ALiEHNAiE/SIIRSiIlu1E NUSt BE MPROYEp W Nipi1NG PRIOP TO BRI � ,.1 0 FlRM 1HA1 1HE SPE4YFlE0 PHOIOME,R t LN 1E0.A NAS SEEN.1.A CONPIC 0IFARI( 1, iO�HµVOTL0�xE5Ul1tNG'EFflGWO EERS i�OP0AM1l0AM1N NO 1F�.R THµTtO DZZ I� - Pg10ft TO 910. S'PIRLING RD. a aa��: I SlITE PHOTOMETRIC PLAN ♦ �.�� l= a �*DxM RM Nk A R09) Ye ID/D0/11 SITEPLAN REVISED ELIA t - SW 1st ST. I M.2 21 IN IIIi 71. An A. III III. 11 1 A. As A.t.. A b A, At I PR-,SELFSTO GEBILM. A, 24.9W UTOTAL.�8LDG IS S� ..6L F.F.E 7.0(NAVD) A. All A, MM*"" rAwrw.m I, AA i r.*.MlfA U. CQNCREI.I�AO,LE DEIAL M P OF EOLE A, L -—--—--—--—--— A 11—1-H—I6AIIS1ITAI—T I APPROHO IN WCTp1G Ill 11 Ill _4 DA AD—IRSI FHAAIHIL—W N—ETFICBEEN 14T.A UAl- -TAINNO FREES PHO—It MAST BEAAMU--m X FIIS PR—ALMR La. MAX 10 DAYS A A It' AA,A,\ -\;,z A,t. A,AA i- A,AA A. A, AA .�11- A, AA, SITE PHOTOMETRIC P MLAN A mliw— CK W. IN A A. ORM I;; SITEPLAN REVISED LE B I III � OU. — RxRL.Ie ,.fBaxp PaE,wo~ Ik �'� '�`\►� �� yr"t. >,�.,. m.,....t".x lel, t.\� \„.�.:.. .,. .-.a•.,A a,a.'� u III �� iti� �� Q� II I y/ wI � PROP] (1L ILLI xn,urmor mwi/ II: {I{l11y ,wrtw.awrowi/ It� �Y J f RETANRESI t(y �9,i5D Sfl TOTAL L . J e If1II canoe 11, fm 8�_� , 11I � FjF.E TQO(NAVtl) \ e I11 °'•'OC 1j. ay£p' xxn�R..qx :N a I'll H lr. 6�F5 III k° t�� ��!` +K•' x / p,'.. ,•_.v,.,.I v >.,s>•m v ul:.l•w u a f 4.. o)��y k• 0 I /x,�g11v p I, I w RP RPNp D� A eN� a a.A DTE.D,RRNm a DA •n R aT A —' u a s >; E li >' s .R lnxo moc amax xR n"a. u".ax"i°mR10c ggRox CONCRETE POLE DETAIL CONCRETE POLE DETAIL o I [EATABLE uTEFNAIE/SUBsn1UTE MUST BE APPROVEo IN MWTNc PRIOR TO BID DATE CO TO NRRM T-T TIE spwnEo PHOTOMEIRLC CR,FA A HAS BEEN MET A CgNI1TER DISK ENC.xEE E PROPOSED ALIERNATE/EUBSTTITON MUST CONTANNG THE ES PHOTOMEIIUC FlIf FOR TI ; �— BE SUBMITTED TO KANM CONSULTING RS FOR EVAWATON NO LESS TIAN IT OATS TO BID. I .._. _...__ w 3 � n Si sx•ea•ra IuuvAc] nn9xn Ux+ p eb Mmomnz lea LaxP w.n, ui I-'. IT—. ...� P. z M•xwf mi¢un vs.qt zw xs¢T xR l argE N.A new m fs� -- ' paR m n.tR.Ic uswT ,I awe uA gRIP �n zoa znp r: YOIi-OSt/ --��Psz uwnu upxxy pale ua rs wx xsu uw.r s oleo xw mlo nT xlTo �-- I' uwu,u>+LM puns un zoc rRo.ux T.0 user ��� -�i wM: u NO1ED �bt 10/RL/Il • c w. _ w SITEPLAN REVISED E1.1C —""""l � pmJ.sl ---------- ---------------- P­M E U IF S— LM ZONE, NflHD-RES ZONE'NBHD-RES ,T11 i5Do 53.00 45.50 mor 0 I�Ll i Q 11 ; A�. ow 19.50 WB-67 feet it I f Trwbor wdlh &OD UxkIoLMkR U &D Tra%rWWib 8.50 SteUftANIe 28.4 STUILING SQUARE T-by Track DD Ak.I.bg MOU 75 a Nwc OF g,.— RolbrT,.k 8,5D sn RLING RD.& II P PP HIPPr.N oAITERS RD. MASTER ell DEVELOPMENT at al 1—C)M AS Ll Ifl 11 W V—, 41 MAXWELL I KAPLAN —STIRLM Aw-17 DURING LAND ALTERATION AND € 1 CONSTRUCTION ACTIVITIES,IT SHALL BE= $ t� UNLAWFUL TO REMOVE VEGETATION BY yq =ad. 's, F -- >�°+^n GRUBBING OR TO PLACE SOIL DEPOSITS,_ w TREE TO _ n _ -_.) _ ryy,�yT,•,••n DEBRIS SOLVENTS,CONBTR OTHER y 'B MATERIAL,MACHINERY OR OTHER REMAIN 2 g EQUIPMENT FANY KIND WITHIN THE ,c.L --— ap •-- DRIPLINE OF A TREE TO REMAIN ON THE SITE 5 C i� aT � I 'A e, UNLESS OTHERWISE APPROVED BY THE CITY- ��3Z E• Qp TREE TO BE �• — - REMOVED 13r 3 TRE E TO BE : a � RELOCATED m , Cn• `` k I _ • ® IT IS RECOMMENDED TO HAVE A ALL TRIMMING UNDERTAKEN ON PRE-CONSTRUCTION MFE71NG WITH A TREE PROTECTED B THE •----- - - - n 1 THE URBAN FORESTER PRIOR TO PROVISIONS OF THE LAND COMMENCEMENT OFANY DEVELOPMENT CODE SHALL BE 11)R °o ]f N[,!�-(cam - ;gF LANDSCAPE WORK OR SITE WORK PRUNED IN ACCORDANCE WITH D iy.._. AFFECTING EXISTING TREES. THE AMERICAN NATIONAL C • _ -.__.__._. _.. ."-- -. -__._-- _.._� ""----'-_"-_ TA NDARDS INSTITUTE(ANSI) — __ ro SA-30G PRUNING STANDARDS -- NOTE:ALL TREES SCHEDULED TO 4 _ BE REMOVED OR THAT HAVE BEEN PREVIOUSLY REMOVED AND HAVE ALL TREES TO REMAIN MUST BE II I IPROTECTED L.I.-.LL. ,6 ! .. ...sv.".._. ist,r DAND ECTIVE S�OWVE ALLCROOTS N BARRICADES�DS PROTMAINOIN , L ..g . yr+ _..[yaxr_ +:. o SHALL BE REMOVEDPLACE UNTIL LAND ALTERATION UNLESS OTHERWSE NOTED,ALL AND CONSTRUCTION ACTIVITIES SHRUBS,GROUNDCOVER,ACCENT RUARE COMPLETED. MINIMUM �_--_�.a(— ". g------.-- PLANT AND SOD NOT DEPICTED ON D0.0 SUBMItTAL - mQ I `� '" ' SUBJECT PARCEL ARE TO BE mp e0 `l7 — �{ REMOVED FROM THE SITE. mp pI ap Q Q 'MCP ppo Q �°OOpu 00 l U �(� �pp° sneuoc°nn.a >310 Og 0_25v� O �p p �0° P no YELOPMENTAD. 00 A „ } W. ��1 MAS Y _ ­rNx.w-o Pon � A.I ^- — — — - { TREE PRESERVATION j4 OTI ALL NUISANCE,EXC BARRICADE FENCING DETAIL ftTH VEGETATIONSHALLBE i ERADICATED&REMOVED FROM THE ENTIRE SITE 444 '• �� t°'I W i E lose tlP ALL EXISTING CANOPY TREES TO REMAIN NO TREE REMOVAL ACTIVITIES SHALL TAKE PLEASE REFER TO SHEET L-2 FOR TREE B TEEe DISP05lTyON !4y SHALL BESTRUCTURALLY PRUNED BY AN " E SE- nn uiurwu PLACE PRIOR TO SECURING A TREE REMOVAL DISPOSITION CHART AND SHEET L-3 THRU L-5 OR PLAN 75 ISA CERTIFIED ARBORIST. LICENSE WITH THE CITY OF DANIA BEACH LANDSCAPE PLANTING PLANS. I� L�1 0 8e i e f'iy 4 -`••_• r -Alp AttRA nU � �•�SCALL 611 BEFORE YOU DIG DIG DRCSUBMDTAL ZNEEAL NOTES: ....r«.xn,4..o'.-a•-.-•w».rw.m~ �x.•.w ... .�., x.r..a::a'T'.e:.'"".. .-.., 'w'n"x�.aM�-d.px:u e:.».`•.e.reeww,n.,.r wrw.. uaT r° ..w v once.':`. STIRLINGRD.& u...e.aw .xu x....w.we,...•.wnw,a un... v . .w.... rT w.bm s.�..a un.e..n'wwrr w.,.w PHIPPEN\VAITERS AD. »ti ».•w.�_ww�..wn..,.'......,xv�^.w....e.mx.r w.u....,r.. ...x.. w�nu.=��•e.. .»�,P.`,w..w...rev_........w...0 MASTER _ e y w p+e+..Y w,.'w `B..�.v,. A ,ua nn. •d,:� •`"v' e•"ww.........«ma.....�.n.....«m aa.. DEVELOPMENT n!�rti..s ...u.• .e.w ww.w' �a�r.+n,.w e1�vnw..n......n..���..r vyw.. ..�w.� °M`w w 3 w�w•'...wrvn_ a:M, s...,, .aw.: 1WOMAS „:p::;;:�> �,.. .� ....M,�,.�"_,..�.we., n e��M»..„e.e ww��,��p .. 4.,... p..gMp�»»,.uwe...:�S...wr es..Y•rrv. .. ..e wWiuw.,wn w.+y Y .p��u.•gr✓.o..pe.•g�r^.•w � nvn,wi wxr,...w..w...>n».W wws.. .,m. nN ew K€ TREE DISPOSITION �ff�5 CHARTS f `r L-Z io ,.._ IT IS RECOMMENDED TO HAVE A �y THE US OF C PR MULCH IS PLANT _ _ H �s L mor 33 BA Qx _ m PRE-CONSTRUCTION MEETING WITH— DISCOURAGED AND ALL MULCH IS TO BE O il = THE URBAN FORESTER PRIOR TO — — KEPT ATA MINIMUM 6"FROM THE BASE OF x = wmwawn.».e,w,.,eu,.,.= s.r i>ow nn A t - r ^ COMMENCEMENT OF ANY �e y4�- � '�of t - ALL PLANT MATERIALS. O LANDSCAPE WORK G SITE WORK ALLLANDSCAPEDCOVERED AFFECTING EXISTING TREES. TIIC IRRIGATION SYSTEM S PER DCI'IY c� w A _ AUTOMA -- rm, nn _ - ----- CODES AND REQUIREMENTS.SEE IRRIGATION Q ALL EXISTING CANOPY TREES TO REMAIN PLANS FOR FURTHER INFORMATION. SHALL BE STRUCTURALLY PRUNED BY AN I 1I: M ISA CERTIFIED ARSORIST PREDOMINANTLY NATIVE&HIGH-DROUGHT P _ .-- TOLERANT PLANT MATERIALS ALONG WITH MINIMAL - Q NOTE:ALL ABOVE GROUND MECHANICAL SOD AREAS ARE BEING UTILIZED IN CONFORMANCE =" + EQUIPMENT SUCH AS,BUT NOT LIMITED WITH NATIONAL GREEN BUILDING STANDARDS 0 ss TO,EXTERIOR UTILITY BOXES METERS -------- --- '� r gRR ' P AND TRANSFORMERS NOT CURRENTLY NOTREEREMOVAL ACTIVITIES SHALL TAKE PLACE. O _KNOWN OR DEPICTED SHALL BE VISUALLY PRIORTOSECURING A TREE REMOVAL LICENSE 1 ov SCREENED A MINIMUM OF 6"ABOVE TOP WITH THE CITY OF DANIA BEACH Q j OF EQUIPMENT.BACK FLOW .z. - — W. - ` iP PREVENTERS SHALL BE PAINTED TO MATCH THE PRINCIPAL STRUCTURE, STREET TREE(IF APPLICABLE)PLANTED WITHIN- O =T,. THE STREET SWALE AREAS SHALL NOT BE PLACED *�w NI Ih` I ON TOP OF OR WITHIN FIVE FEET OF ANY EXISTING Q g CITY UTILITY LINES,INCLUDING INDIVIDUAL ON SITE., .. . .w nwww. Rol 9, } t '" 16 TREES DENOTED BY"�"ARE 4 —- SERVICES. © wmwtw.e k ss COUNTED TOWARDS REQUIRED TERMINAL ISLAND TREES. ZONE' R c w = rz,. vmn. isr ® 'li I I LSv e M c es § I I � ZONE.NBHD-RES RES NE NBHD� r cE e v' "° wlurseelow MJ. on mvaruw.uv wrwwvwas ertarcnmw Hoax nwm vsrs�n r I 1 — DRC SUBMITTAL a , Y ' } n I NWC OF IRLI G RD.& PFiI PEN WAITERS RD. I p m f ` rmw•a ,.r. •.. vow MASTER m+w i S I ,z DEVELOPMENT VI • 1 I666 F. K T,a R .n 14 glis LL III, "57 , pTid a.eiw,wb wom, - , g- — — -� � - a—STIR I G D r Iwo IE� a�� zi .). _ rz _ w — I ITS �_ A'➢C RTH r{9y LANDSCAPE WORK IN MEDIAN ALL SOD SHALL BE ST.AU — — --` ' WILL REQUIRE AN FDOT 'FLORITAM'SOLID SOD UNLESS gp ALL COMPACTED SOIL ROAD ROCK AND ;m LANDSCAPE PERMIT. OTHERWISE NOTED a�,s 49'Rd�"• b� " EXCESS DEBRIS SHALLBE REMOVEDANDA 24"LAYER OF SOIL FAVORABLE TO TREE AND SHRUB GROWTH AND SUSTAINABILITY x9 rs =s POLES AND TIES ARE TO BE REMOVED - EXISTS OVER ALL PLANTING AREAS.SOIL d? NOTE:ALL EXISTING SOIL WITHIN LANDSCAPEAREAS ADJACENT PLEASE REFER TO SHEET L-4 FOR CODE THE USE OF SISAL STRAPPING/ROPE IS COMPOSITION SHOULD CONTAIN 2-4%OR TO VEHICULAR USE AREAS IS REQUIRED TO BE REMOVED, REQUIREMENTS CHART AND PLANTING PRIOR TO PLANTING.TREES ARE TO BE REQUIRED TO BE INCORPORATED AROUND ORGANIC MATTER WITH REMOVAL OF ANY LANDSCAPE PLAN !¢ INSPECTED AND THEN REPLACED WITH A 60/40 MIX OF SAND TO DETAILS;SHEET L-S FOR LANDSCAPE ABLE TO STAND WITHOUT SUPPORT.THOSE THE TREE WHEN WELLINGTON TAPE IS LARGE ROCKS OR DEBRIS,LARGE THAN A S :Y TOPSOIL. THAT CANNOT STAND UPRIGHT ALONE WILL USED TO STABILIZE THE PLANTING. LEMON. -s GENERAL NOTES,AND;SHEETS L-1 AND L-2 BE REJECTED. FOR TREE DISPOSITION PLANS. CITYOFDANIA8EACM,FLORIDA.LANDSCAPE CODE COMPLUWCECHART D.yy,{FDr Dania Beach Land D avelDpmenl Repulalbns dI L°pp p�o p FzolEzf lR[z.nx luRu.P a-i-.µ,f�n.•e°w�_mO �L.,j 1� ; TtYheWntl»_)a»�Wa—�.i_,,.)rao,ar dap pV .r[auu sw<w Dia lire iQu 'rw°M)e'L € y �A Ewa uwu»ww_M»ar.atl a°ux.)�eara� � ii.a lnaw V�.-� 'Eft 61 e y h0 it or».»• �� `� bl!'TI t7h. _,'(2"cal.and over) LARGE TREE PLANTING DETAIL LARGE PALM PLANTING DETAIL ml». Iw'leaa»a nr. )MYjiOw.zm`"�c� .•w sc_.rnrwm+..,a..w ,ss. . ° ww»ua wr rw.os yTc .Boa.,,Ia.nn aaw "•rn:"""'.ao° aaAl anp,'�.r w V WWI cw � )w,roe aw.». w,a,•om off eool:ter __... � J nr¢oswt c m� AL°WA�ATS BFLOIV 1 itR I5R T m eoo,wu°x Ieenrveeu ma Y—T 11 , ( aBE)ORE YOU DIG (2'cal.and under) a CIGARED BASAL DAC[SUBMITTAL NOTE: FINISH GRADE OF ALL LANDSCAPE SMALL TREE PLANTING DETAIL PALM PLANTING DETAIL AREAS WITHIN AND ADJACENT TO VUA, 0. SHALL BE AT OR BELOW THE FINAL VUA nra nra ,,�,,,,p 0 GRADE(PER CITY OF DANIA BEACH LDC, ° ,�y'�uupp/" i SEC.275-190)• gop R,K w aa»IQr O00 0�p00(0 p 0 .,. k nrortn riaz nnx a•uw 8�w 20 � MYC OF p IIIIYYYY 8c y'1'IRLING RD.& PHIPPEN WAITERS RD. p ,wtt w ww< ara p B Oo aiwa MASTER S (i ra nrq III DEVELOPMENT ar re,m,. I w rxnrc w ucn tlsn eomvu w vBosrwm w•. �m'"�°01r —).y MULTI-TRUNK AND SMALL TREE TREE PRESERVATION WH O MAS (2"cal.and under)PLANTING DETAIL BARRICADE FENCING DETAIL p .y •g' � alt s.. ..w...� efa rna w,[x.1[@ cx Wm iw[ ....,r...�W�.iMw.... ✓��; a ew„°-°r,r'a�` �IIC RTH LANDSCAPE CODE REQS + &DETAILS SHRUB/GROUNDCOVEA SHRUB PLANTING DETAIL TYPICAL RGOT WHER APPLICATION DETAIL SPACING/PLANTING DETAIL a. » nra — L-4 LANDSCAPE OER—L NOTES w.rze� +rc.A+rvxnw'u.vrurou.nvvem.wwraw ieuc.rr.mn..naow�axwox� ��1" Q aq I� w mn , ..�,®nw. rvem.we w:�" im.r�v��M xn ro,rwrmnmmn.nrmv..n Il SEFkg�� x ,rs•wo wwwmuxxwrn n.xww.+wuim rc �t, w tee.1 r a n�rawAm n amro rrxrn.xm.wrmxwwxuw.w .x.mw axxwxac '6 y �! w.uxawza.nxnx... w.w.xon . v . v rm.m•uw�.onmr.nm ;E��Yt n °�Ltl'""""o.d°'r°A'"c�•.«"r, x.,.v�m,Kuvc .o. .,. 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MF ro.owRx...•m,.w.wx,xxaxxwo..o..ox.,w ww°.Yuawv. .eow .nwm.:� _ ..ong xw,m.x�..u.,wxo-..xroxn,,.or.... ,. , ,. ro.w.ro roar��'wO1.xx:;o�,.a.en.°"uO.m`a.o`„w�.°"'v'.ot ,rco-.,... rt..we..xet.x...ww,.a•a .ro..w..xP..exwxoPo„o .o-.xowrtx......mPw..wa...... �°.¢.row""..w..:t.o�..,o.�..�,o..w ,n.o.a...w..�mw�.ro.mt.x. ..rt., ....•.mr. .,�.Brm�o-.vn..w wn. w waaxu..w • , u rtweex.m..nn-n.w ncxav�nnaae�omowuoeaerrcu.m •• n. o r n.vr�c..num Hawn S KNDW WXAISBFLOW �� ALIVAYS CALL 811 �r�i'wa�w�'i 6�m � ,0 10�4°r � L BEFORE YOU DLG . oxrtw,®wrt nmmnwnw.r wxr.ux vnim ve m..amamwmea.wxxmsw .na.�ec,. wr..tmxn ro,�..nnnmwx.w.urx. Wr vwna�� rwxwwumrt,oruwmxwuax.xvw.our. w • wmruwr�a'x.u.wauu. x osnuneon�mre.tanrca.x u,icuw..•rwn..Rcnrnrwowrw,�w DRC SUBMITTAL _ xw.n.ropxrtwwnxrx m.wwumavnm oww..w��.ta,wmxtwn .enww, � w.ma rcrt u. ,m 1 rm . rcr-•,wsnr�e �•rw.wancxrw�xu ,tt�onmwwwurc�w.rnrexn. e.w.r[n� uwxx ,aeeocmwwr ��w mwr�w�n ex o.sumaun c,. 1 . .m.xoam o-xxm,ova,w.enxxw.,aro . .w • xmm�.mawn "`OF" NWC OF �mw mvr STIRLINC ED.h r� PNIPPEN WAITERS RD. ' w..w.w..o.Au.orn.wenwwww.®. . ., w...a . �o °N""• .°'�.m.�c"ma iwuxnoeon,rcw«s 6,••• wvrwonvw.mww+xoxmer MASTER ,K o x riwu,a DEVELOPMENT �riiwriowu`o.•,m mm�inr.amva „� .��L�� '� �Dwt � n°�.'N'�"F���,�w•.,6 m nm,m., m�m.rt,.,�,.rx �^�,�,:.^ E _ _® ,.��,,�... �.:.w�a.., ....roL•,.w..xwx� w�"b^.�® .ire.. a _ xn,.x..,.x.,•x, EFE�,�,.x..,. .,�w �FI O MAS . .nw..xR.m...a.. xx�•.� a� �azmwMxx....,x�mrww..w,.mrt �v� C5 LANDSCNOTESENEML Fj#6� .n�nnL-5 IRRIGATION NOTES I I 'MUNICIPAL PROSTATE LAWS.RULES AND REGULATIONS GOVERNING OR RELATING TO ANY -110-'M PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE v F IT IS RE&UMMENDED TO HAVE P SPECIFICATIONS AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. i < PRE-CONSTRUCTION MEETING WITF 'R sw 1st ST THE URBAN FORESTER PRIOR TC ---2. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES.STRUCTURES AND SERVICES BEFORE COMMENCING WORK.THE LOCATIONS OF UTILITIES.STRUCTURES AND SERVICES COMMENCEMENT OF ANN SHOWN IN THESE PLANS ARE APPROXIMATE ONLY.ANY DISCREPANCIES BETWEEN BE PLANS AND WORK OR SITE WOR ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE OWNIER'S REPRESENTATIVEH 2 LANDSCAPE AFFECTING EXISTING TREES -3 THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING OR ARCHITECTURAL PLANS BEFORE ----------- BEGINNING WORK. I HE CONTRACTOR$HALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO PERFORM THE V40W kE Al INDICATED HEREIN BEFORE BEGINNING WORK. B. THIS DESIGN IS DIAGRAMMATIC.ALL EQUIPMENT SHOWN IN PAVED AREAS IS FOR DESIGN CLARITY ONLY AND IS TO BE INSTALLED WITHIN PLANTING AREAS. B. THE CONTRACTOR$HALL NOT WILLFULLY INSTALL ANY EQUIPMENTAS SHOWN ON THE PLANS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN CONDITIONS EXIST THAT WERE NOT EVIDENT AT THETIME THESE PLANS WERE PREPARED.MY SUCH CONDITIONS SHALL BE BROUGHT TO THE ATT NTION OF A.6 t 'H THEOWNERS REPRESENTATIVE PRIOR TO ANY WORK ORTHE IRRIGATION CONTRACTOR SHALL A2 4,i ASSUME ALL RESPONSIBILITY FOR My FIELD CHANGES DEEMED NECESSARY BY THE OWNER. I M as,, SPECIFICATIONS.CONTRACTOR SHALL BE L_ I :I "Al 7. INSTALL ALL EQUIPMENT AS SHOWN IN THE DETAILS AND oi-_ I ill RESPONSIBLE TO COMPLY WITH ED-CITY,COUNTY AND STATE REQUIREMENTS FOR BOTH I.T•= p - EQUIPMENT AND INSTALLATION. 2' -8. lK ACTUAL LOCATION F ER ON OR THE INSTALLATION OF THE BACKFLOW PREVENT AND THE AUTOMATIC - CONTROLLERISTO BE DETERMINED IN THE FIELD BY THE OWNER'S AUTHORIZED REPRESENTATIVE. C1 xB.4 I it ZONE: '2 11, ZONE NBHD-RES CONTRACTOR IS TO PROVIDE AN ADDITIONAL PILOT WIFE FROM CONTROLLER ALONG ENTIRETY OF j, MAIN LINE TO THE EAST RCV ON EACH AND EVERY LEG OF MAIN LINE,LABEL SPARE WINES AT BOTH AS END. -10, ALL PIPE UNDER PAVED AREAS TO BE INSTALLED IN SLEE%tNG TWICE THE DIAMETER OF THE PIPE It CARRIED.SEE LEGEND FOR TYPE.ALL WIRE UNDER PAVED AREAS TO BE INSTALLED IN A SCH.40 SLEEVE THE SIZE REQUIRED TO EASILY PULL WIFE THROUGH.ALL SLEEVES TO BE INSTALLED WITH A MINIMUM DEPTH AS SHOWN ON THE SLEEVING DETAILS.SLEEVES TO EXTEND AT LEAST lZ'PAST THE EDGE OF THE PAVING, I U 11. ALL QUICK COUPLER AND REMOTE CONTROL VALVES TO 85 INSTALLED IN SHRUB OR GROUND COVER -,77- g AREAS WHERE POSSIBLE ALL QUICK COUPLER AND REMOTE CONTROL VALVES TO BE INSTALLED AS SHOWN ON THE INSTALLATION DETAILS.INSTALL ALL QUICK COUPLER AND REMOTE CONTROL VALVES BEFORE YOU➢IG IN Bl THIN 1 W OF HARDSCAPE. 2-1 12 ALL HEADS ARE TO BE INSTALLED NTH THE NOZZLE.SCREENANDARCS SHOWN ON THE PLANS.ALL HEADS AR TO BE ADJUSTED TO PREVENT OVERSPRAY ONTO BUILDINGS,WALLS.FENCES AND DRC SUBMITTAL SCREW. SCAPE.THIS INCLUDES.BUT NOT LIMITED TO.ADJUSTMENT OF DIFFUSER PIN OR ADJUSTMENT V 12 33.7 SCREW.REPLACEMENT OF PRESSURE COMPENSATING SCREENS.REPLACEMENT OF NO L SIN ZZ E OF N07ZLES WITH ADJUSTABLE TH JKI MORE APPROPRIATE RADIUS UNITS AND THE REPLACEMENTARC 11 1 UNITS. p /CII\2..l It me Ix p E MS— M THE CONTRACTOR SHALL USE PROPER GROUNDING TECHNIQUES FOR GROUNDING THE CONTROLLER AND RELATED EQUIPMENT PER MANUFACTURERS SPECIFICATIONS.THOMAS ENGINEERING GROUP RECOMMENDS MEASURING FOR PROPER GROUND AT LEAST ONCE ANNUALLY,AND NECESSARY NWC Or ADJUSTMENTS MADE TO COMPLY WITH MANUFACTURER SPECIFICATIONS. .4 STIRLINGRD.& 1hy 1)v 14. CONTRACTOR TO RECERTIFY EXISTING PUMP AND P"IF APPLICABLE. WPP&N WAITERS RD.F�— TNT80F­T­BE3hpCl­iM EM B4 A ER MTeR1l­MEN­P11WT1­­ikl­­ DEVELOPIMIMT HE3E0­3F­8E­­­­C1­0N C7 . xOnFv z ­—ITECT-IR. IM-M PKIWIE R-1-0 lit J c 1,.1p. 'C: , KF�Q M:?�_5 e t C � PM LDEMW�DWTH�ERS�T�EDRURB�WIRM 70-"6 ---- 1-su ­g%R ��WUI MEWM­TMN­i­M­1­.­MM0­ E'WW C=ISE�'P�l.IMDAI�'OFIr�F���MCME M� � MEDIAN IN M WORK,I GAIE R REQUIRE DOT A F1 LAND IF L LL LANDSCAPE MIT IANDSCAPE PERMIT. =UR'WLVM1G­N1TMM­TM­RREW­ t i T rLL L-6 FOR LANDSCAPED AREAS TO BE FULLY COVERED BY =ZZ tb PLEASE SHEET11PRI-1 PLEAS To NATIVE&HIGH-DROUGHT ­11.P.0—T. L011'- ON SCHEDULES AND SHEET L-7 AUTOMATIC IRRIGATION SYSTEM A.PER CITY MATERIALS ALONG WITH MINIMAL IRRICATTON PLAN FOR IRRIGATION DETAIL CODES AND REQUIREMENTS. UTILIZED IN CONFORMANCE :EN BUILDING -6 IRRIGATION SCHEDULE POC 1 IRRIGATION SCHEDULE POC 2 IRRIGATION SCHEDULE POC 3 ( I P� m,mm,m,m, .a,m..�,,....am'.w.r. " ®<,. " .,� � '§iP ran,.we.....,r,....r...r.... ' m a q®, r;w,>i:'.::°.°¢':':�:...... " 4 4®� ,m,m•, . .».rmm.rww,.,.nm :. " ooeee• ,wm...,, .°n.w..«n ' " ,w xr e•o.Twe ,m mw wm.mA.r..n rwn.. srrmL Bn n f :""m. ¢no,Mvrx � © � ,mn. ..nw,.�,.n a ,.m >•. — m — r u.w unmuw.erw,w w u®,r. rwrropp.'1ae'vu..:er�.m.t eekwµ a © m""h n.mn vme u w u+mn.crc,arrwn .,t,u netµuq vwmwmn w r .v ,a,r»,new.n.ra.,nranewsr.u.rneem, .w v.n ...wuu.rw unne.me,B,naemvawrnni tr��..,en kmrpa1'e..h�em°Frw�°.kens�,•rwe�,r P •�•.w VALVE SCHEDULE POC 2 � xoWwxArsaslaw „M v,. n.wwmuu..cevcxwasm ,.,mu ALWAYS CALLMI m'�i,va.,naBL,2L P31 PXaf>i>�p,� ———— u.wxsw crvcaw..on „x,u BEFORE YOU DIG VALVE SCHEDULE POC 1 ------- '°" �^°"^`^"'•"" ,�x .,.. �• es er rune �Tnan z.q a mri om v»»,w va,.nw M.wrMW M.mmaew.r.a.aN'mrrpm e.,ux.M.W m n,tn..wm ne,en n.e..[,e_ — 1}w WATERING SCHEDULE POC 2 a� M w,n. DRC SUBMITFAL e :n." 1 ..:ee �T: ;ate,I—Ps e a»,�• WATERING SCHEDULE'POC^1B1 , VALVE SCHEDULE POC 3 . ", ," exF mac n�csmasu LIB"s—a eu eDee-s M5 ,. CRITICAL ANALYSIS POC 2 NWC OF IN" aem,.w. "n.rn,.,en STIRLINGRD.& PRIPPEN WAITERS RD. CRITICAL ANALYSIS POC 1 ".", M.T. pl. roB om.mn m„u-,.,on mnawu. ¢w.mr mz cama ms yr rrn w,r >v„n rw a» r.,s".» „euw MASTER DEVELOPMENT .m.,.,..n'm.,.m. ,w=waa"•�w•wrw.. �..,.r,w».. n.mmr WATERING SCHEDULE POC 3 g. ....,�,M. „�,.m �HO,MAS � CRITICAL ANALYSIS POC 3 TM M # IMM .m_mw. I.a r�.wFm, hIIC RTH a4 v..rwrw..,..,von. ,.r..m zT IRRIGATION SCHEDULES NOTE SUCTION PIPE SMALL BE SCHED 40 GALVANIZED STEEL WITH GALVANIZED ROLL GROOVE FITTINGS FROM THE PUMP TO THE WELL TEE.CHECK VALVES 3" C� AND LARGER SWILL BE SWING TYPE,2 AND SMALLER SHALL BE POPPET STYLE R �t 4 °o.e4•m.a. °" PROVIDE MINIMUM OF 4'CLEARANCE ON ALL SIDES OF PUMP SYSTEMS <'( M !4 �nwarmawm welorzmx ^w^r'r�' !"y '••'�' mwxw """`�"' OPTIONAL FEATURES ARE VALVE INCLUDED IF MARKED WRH AN'%' - s °aw4ouu _a __PRESSURE CONTROL VALVE "w•wM "O•• "" _IRRIGATION TANK FOR _STATIONS,RAN SENSOR ON B'POLE �1 ""O• PRESSURE TA FOR PRESSURE DEMAND SYSTEMS O., iV 1,10!y x •naa _REST INHIBITORTNAf �R f rwasw a "' was xwwa MET—. ; ti 33A jet ' "" '•'x'•, SAFETY FEATURES' .uu py r w�a CLOCK START. C '.I°a. aMw.N""'w -TRANSIENT SURGE FIDERGIASS REINFORC[➢ENCLOSURE II�E -HIT g OF PRIME gg • " -NO FLOW 4'L%<V%4'N CLAN SHELL DESIGNai�il i'_""_ `'• °t^a^"' - FCREST GREEN GEL OAT STIPPLED 3 � fir.ePS°w "x �• �- �we".�"uw a.awm.won - "'" LOCKABLE HANDLE FINISH Gs `"..m'"`u"m.wan°a.w.awa.amn•ruaw°ms w-. z-.cr wwww°w...n(u",rzro+"aw.w�.wa.rr..00rmmm 4B'%4B'ALUMINUN SKID- THICK 5]1/2'%53 1/2' M CONTROL PANEL REINFORCED CONCRETE PAD AMAINTAIN (U.L LISTEM OA POP-UP SPRINKLER ©FLOW SENSOR OD BALL VALVE ©QUICK COUPLER VALVE MAINTAIN 42'CLEARANCE CENTRIFUGAL PUMP]HP (HIGH EFFICIENCY OCR MOTOR) 30 GALLON CHEMICAL TMM FLOW SWITCH 1p1 �i Pi"."�D4i AND PUMP(IF 11A.11— °Y•'n wr .a..waa mina GALV.STEEL DISEEL MDR. IRRIGATION!LAIN —v w�.."wy as.moles an DISCHARGE ISOLATION VALVE xwa ago", " � —•I�awrmnma ��� � SUCTION LINE ��•w ,�. CHECK VALES .ate"°.. an "^ ®o "ca '�e+lm."•".�a.°a"4 WELL TEE WITH 3'BLACK STEEL _ x�i�m �a� ANS FLANGES BY WELL DRILLER I ""ii�i'a'uwI •°..0 41N4°r.sr:�Y awm .T.:S"'"�• ITM SCRCEN IN 4[LL iCE PLAN VIEW WS oa.rneums. w.-"ofi'" .� F.'`'"a+.'16•k•�R4 a— 4PUMP PERFORMANCE ..... '"��'�`,^�` - 0 GPM O 115 TDM,43 PSI E PDWwNA I1UX LLwAYSOALLIH ��-•^'• HOOVER PUMPING MODEL:HCF-3CS-230/3-C.W FILE PN12119.DWG 02/12B60RB YOU DLO OF REMOTE CONTROL VALVE ©DRIP RCV ASSEMBLY IOGROUND ROD INSTALLTION JO DRIPLINE TUBING P—p—Ba h,F-1d,,lrb 954-921-7350 ADDED INJECTOR TANK AND PUMP 03/1/12 CENTRIFUGAL PUMP SYSTEM DETAIL I FIBERGLASS ENCLOSED SINGLE WELL SUCTION�' CLOCK START OR APPROVED EQUAL- IRRIGATION CONTRACTOR a_ • '°""'n TO SUBMIT ALTERNATE PUMP WITH EQUIVALENT PERFORMANCE STE VDJCRD.& �m SPECIFICATIONS FOR REVIEW PHIPPEIV WAITERS RD. SAL'IL�"m•Y.'AFdik '""a"m'°°""""" �-'�== �" '""T"" '"'°^'^^• nle,lm„ua '•'°^" AND APPROVAL BY OWNER AND •�( " ..,m.mmm x•."a LANDSCAPE ARCHITECT. NIA STER >>> DEVELOPMENT Q DRIPLINE CONNECTION(SECTION) ©DRIPLINE CONNECTION(PLAN) ©DRIP FLUSH VALVE ON DRIP AIR RELIEF VALVE SDif1AEf0•a °Plower 31, ' _ °a F17H O M AS IpiT; am �ae�q "gym 16 ? 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