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Exhibit-Covenant-SUB
THIS DOCUMENT IS A SUBSTITUTION TO ORIGINAL. BACKUP ORIGINAL CAN BE SEEN AT THE END OF THIS DOCUMENT. COVENANT TO RUN WITH THE LAND THIS COVENANT (hereinafter the "Covenant"), made and entered into this day of , 20 by and between: Dacra Design Moore (Del.) LLC, a Delaware limited liability company with offices at 3841 NE 2"d Avenue, Suite 400, Miami, FL 33137 ("Owner" or "Covenantor"), and the City of Miami, Florida, a municipal corporation of the State of Florida, with offices at 444 SW 2'id Avenue, Miarni, FL 33130 in the County of Miami -Dade County, party of the second part (hereinafter called "City"); WHEREAS, the Owner owns the parcel of land Iocated in Miami, Florida, described on Exhibit "A" hereto (the "Property"); and WHEREAS, Covenantor has requested permission from City to construct nonstandard Improvements within the dedicated public rights -of -way that abut the Property, which may include portions of NE 38th, NE 39th, NE 40th, NE 41st, and NE 42"d Streets, depicted in the attached Exhibit "B" (hereinafter called "District"); and WHEREAS, the non-standard Improvements which may be constructed by the Covenantor are collectively called ("Improvements"), and may include, but not be limited to, the items listed in Exhibit "C", attached hereto, and related structures, fixtures and improvements in the areas depicted on Exhibit "D" (sometimes called the "Right of Way Area"); and WHEREAS, the Covenantor may prepare and submit to the City from time to time applications for master permits (each called a "Master Permit"), for consideration and approval in accordance with applicable laws, codes, rules and regulations which will contain the proposed location and design of the Improvements to be constructed in the rights -of -way adjacent to the Property, namely pedestrian crosswalks and signals, wayfinding signs, streetlights and facade lighting, streetscape, drainage wells, private infrastructure crossings, street furniture, public art, utilities, and any future modifications that must be made to said Improvements (any such Master Permit issued to Owner is called a "Master Permit" and the Improvements constructed pursuant to any Master Permit which are in the areas depicted on Exhibit "D" hereto are referred to herein as the "Improvements"); and WHEREAS, the portions of N. Miami Avenue and NE 2"d Avenue which border the District and which may be adjacent to certain portions of the Property are under the jurisdiction of Miami -Dade County (hereinafter called "County"); and WHEREAS, pursuant to §2-96.1 of the Miami -Dade County Code, all traffic control and engineering devices, including traffic signage, are under the exclusive jurisdiction of the County; and WHEREAS, in 2012 the County and City entered into an Intergovernmental Agency Agreement to Perform Traffic Engineering Functions, whereby the City assumed the installation and maintenance responsibilities of certain traffic control devices and signs on local municipal streets operated and maintained by the City within its boundaries; and WHEREAS, certain provisions are required to be included in such covenants per Chapters 54 and 55 of the City Code and other applicable laws, rules and regulations; and WHEREAS, City requires the execution of this covenant running with the land as a condition precedent to its acting as Permittee; (30058718;1)1 THIS DOCUMENT IS A SUBSTITUTION TO ORIGINAL. BACKUP ORIGINAL CAN BE SEEN AT THE END OF THIS DOCUMENT, NOW THEREFORE, in consideration for the express grant by City of the right and license to allow the construction and maintenance of the Improvements in the dedicated public rights -of -way within the District, subject to the terms and conditions set forth herein, the Covenantor does hereby covenant and agree with City as follows; 1. The foregoing recitals are true and correct and are made a part hereof. 2. Covenantor (on its own behalf or through its agents, representatives, heirs, assigns, and/or designees) is hereby allowed to install, construct, improve, modify, move, and add the Improvements within the public rights -of -way of the Districtin accordance with :1) the design guidelines established and adopted in accordance with this Covenant, 2) the Master Permit(s), and 3) County and City standards and specifications not in conflict therewith , including , without limitation , the Miami - Dade County Public Works Manual . The Improvements, which are more particularly listed in Exhibit "C", represent overall design concepts. As such, the plans included in Exhibit "C" are meant to be illustrative, and not to be used by City staff to assess specific location and design, criteria when considering Covenantor's Master Permit applications for Covenantor's Improvements, or administrative modifications thereof. Installation, or other factors, may require modification to these plans and all such modifications will comply with applicable federal, state, and local laws and regulations. The Improvements include, but are not limited to: Pedestrian Crosswalks and Signals: Revised pedestrian crosswalk hashing design, which is more particularly described in attached Exhibit "C-1 ", Also included are pedestrian crosswalk signals and raised crosswalks, to be installed at the intersections of pedestrian pathways and public rights -of -way. The proposed locations and design of the pedestrian crosswalk signals are included in Exhibit C-1. Wayfinding Signs: The installation of wayfinding signs, to display District -specific information, such as parking availability, tenant location, and public art information, to be mounted on traffic signage and streetlight poles, posts or poles specifically installed to display wayfinding signs, and along building facades. The wayfinding sign program is more particularly described in attached Exhibit "C-2", Streetlights and Facade Lighting: The replacement and installation of streetlights throughout the District, as well as the installation of two light poles, located on the south side of 38th Street, between NE Miami Court and NE 1st Avenue, designed to project lighting on to the south -facing building facade. The streetlight and facade lighting design is more particularly described in attached Exhibit "C-3" and the streetlight design meets the design standards set forth in the "Manual on Uniform Traffic Control Devices for Streets and Highways." Streetscape: The installation of pavers, including paseo identification markers, and mature, native -species trees, including irrigation and tree -lighting hardware throughout the District, as specifically described in Exhibit "C-4". Drainage Improvements: The installation of drainage improvement, including storm water drainage wells, water quality ex -filtration trenches, dedicated parking garage ex-, (300S8718;z}2 THIS DOCUMENT IS A SUBSTITUTION TO ORIGINAL. BACKUP ORIGINAL CAN BE SEEN AT THE END OF THIS DOCUMENT. 3 filtration trenches and additional capacity ex -filtration trenches, throughout the District. The design and location of the drainage wells is more particularly described in attached Exhibit "C-5". Street Furniture: The installation of distinctive street furniture, including, among others, bollards, benches, bicycle racks, trash and recycling receptacles, and ashtrays, throughout the District. The design and location of the street furniture elements, which may be subject to change as the neighborhood develops, is more particularly described in attached Exhibit "C-6". Public Art: The installation of public art works, which may also serve as artificial shading devices, throughout the District. The design and Iocation of this public art is more particularly described in attached Exhibit "C-7". Utilities: Subject to compliance with applicable laws, codes, rules, regulations and franchise requirements the installation of chilled -water lines and fiber optic cable throughout the District may be allowed subject to the approval of the Director of Public Works and the City Commission , as applicable to the award of any municipal franchise. . The design and location of the chilled -water lines and fiber optic cable, between NE 38th Street, NE 39th Street, NE 1s' Avenue, and NE 2" d Avenue is more particularly described in attached Exhibit "C-8". Covenantor is hereby required to maintain, replace, repair, and remove the Improvements within these public rights -of -way in the locations indicated on Exhibit "D". The City will provide electrical power to the street lights and pedestrian crosswalk signals in the same manner it does in general throughout the City at no cost to Covenantor. . As allowed by applicable laws, codes, rules and regulations (collectively "Regulations"), Covenantor may seek approval of an administrative modification of any Master Permit to install, construct, improve, modify, trove, and add certain Improvements, namely pedestrian crosswalks and signals, wayfinding signs, streetlights and facade lighting, streetscape, drainage wells, private infrastructure crossings, street furniture, public art, utilities, and any future modifications that may be made to said Improvements, not contained within the Master Permit. Covenantors may appeal any appealable administrative determinations necessary to implement this Covenant to the City Planning, Zoning, and Appeals Board pursuant to the provisions of and the procedures set forth in Article 7 of the City's Miami 21 Code, as applicable. 3. In the event Covenantor, its agents, representatives, designees, heirs, successors, or assigns fails in the reasonable discretion of the City Director of the Department of Public Works to properly maintain the lmprovementsin the locations indicated on Exhibit "D" or any part thereof, so that they become a hazard to the health, welfare, or safety of the general public, City shall give the Covenantor written notice of such failure via certified mail, return receipt requested, with copies to any mortgagee who has given written notice of its mortgage lien to the City in the manner set forth in Section 10, and Covenantor shall within thirty (30) days from receipt of such notice either (i) restore such Improvements, or any part thereof, to a safe condition reasonably satisfactory to City or (ii) remove such Improvements, or any part thereof, and restore the right-of-way to current City standards at no cost or expense to City (as timely elected by Covenantor in its sole discretion). 13005871$;!) 3 THIS DOCUMENT IS A SUBSTITUTION TO ORIGINAL, BACKUP ORIGINAL CAN BE SEEN AT THE END OF THIS DOCUMENT. 4. In the event that, following the notice and grace period provided under paragraph 3 above, Covenantor, its heirs, successors, or assigns fails to either (i) restore such Improvements in the locations indicated on Exhibit "D", or any part thereof, to a safe condition reasonably satisfactory to City, or (ii) remove such Improvements in the locations indicated on Exhibit "D", or any part thereof, and restore the right-of-way within the specified time as set forth in Paragraph 3, City may restore or remove the offending Improvements in the locations indicated on Exhibit "D", and the reasonable cost of such restoration or removal shall be declared and established as a special assessment lien against the Property and enforced by any method for the enforcement of special assessment liens provided for under the laws of the State of Florida and/ or the Code and Ordinances of Miami- Dade County and/or the City of Miami. The Covenantor shall be liable for reasonable attorneys' fees and costs of collection incurred by the City in any action to foreclose such a lien or otherwise recover costs of restoration or removal of the offending Improvements or any part thereof The City may, at its discretion, bring such additional civil actions and/or counts for specific enforcement of this covenant and/or breach of this covenant as are allowed by Florida law, 5. Covenantor further covenants and agrees not to pursue any legal remedy or civil action against City for any damage, consequential or otherwise, to non -offending Improvements, or any part thereof, resulting from the lawful removal of offending Improvements or any part thereof from the dedicated public right-of-way pursuant to Paragraph 4, unless the damage is the result of alleged grossly negligent or willful acts or omissions on the part of the City, its officials or employees, 6. Covenantor will be held liable and shall indemnify, defend ( at Covenantor's own cost and expense ) , save and hold harmless the City, its officials and employees (i) from and against any claims, demands, liabilities, losses, or causes of action arising out of the use, construction, maintenance, or removal of Improvements in the locations indicated on Exhibit "D" or any part thereof, (ii) from and against any orders, judgments, or decrees which may be entered against City with respect to the use, construction, maintenance, or removal of Improvements in the locations indicated on Exhibit "D" or any part thereof, (iii) or all reasonable costs, attorneys' fees, expenses, judgments, damages and liabilities incurred in the investigation or defense of such claim. 7. Covenantor shall keep in full force and effect at all times during the exercise of this Covenant, the insurance coverage as shown in Exhibit "E". The insurance and any addendurns, modifications, renewals, or amendments thereto shall be subject to the prior review and approval of the City Risk Manager. The policy shall be issued either by a State of Florida -licensed insurance company rated A+ or better by A.M. Bests' Key Rating Guide or by another insurance company agreed upon by Covenantor and City. The insurance carrier for the policy must be rated no less than A as to management and no less than Class V as to strength by the latest edition of Best's Insurance Guide and must be approved by the City Risk Manager. The policy shall cover products and completed operations, contractual liability, explosion, collapse, and underground liability, The insurance policy shall be procured and premiums paid by the {30058718;1 } 4 THIS DOCUMENT i5 A SUBSTITUTION TO ORIGINAL BACKUP ORIGINAL CAN BE SEEN AT THE END OF THIS DOCUMENT. 5 Covenantor. The term and any renewals thereof shall continue uninterrupted for the term of the Covenant. City shall be named as Additional Insured under each such policy. A certificate of insurance bearing City as "Additional Insured" shall in no way relieve Covenantor of the obligation to add City as "Additional insured" to the actual insurance policy. The insurance policy shall provide that City (Attention: Risk Manager) be given at least thirty (30) days advance written notice of any material changes to, or cancellation or non -renewal of, any policy. In the event of such material change, cancellation, or non -renewal notification, Covenantor shall immediately procure another policy subject to the requirements of this Covenant. The City Risk Manager shall receive a copy of the certificate of insurance for such replacement policy at least ten (10) days prior to the effective date of any material change, cancellation, or non -renewal of the previous policy, If City does not timely receive such certificate, then City shall provide Covenantor with written notice thereof, and if Covenantor does not deliver such certificate within fifteen (I5) days after receipt of such written notice, then City shall have the right to immediately secure a similar insurance policy in its name, and Covenantor shall be liable for any monies due under such insurance policy. If the Covenantor does not reimburse City for all such insurance costs, City shall have the right to declare and establish such costs as a lien on the Property, enforceable by any Iawful means. Covenantor agrees to increase, upon written request by City, the limits of its required comprehensive liability insurance policy so long as City's increase request shall be commercially reasonable and the requested increase obtainable on commercially reasonable rates and terms. Proof of the foregoing required insurance shall be supplied to the City upon request. 8. Covenantor shall not have any obligation or liability under the provisions of this Agreement unless and until a Master Permit is issued and Improvements are constructed in the locations indicated on Exhibit "D" pursuant thereto; provided, however, that Covenantor shall have such obligations and liabilities as exists under applicable regulations and any other agreements, if applicable. 9. (a) It is expressly understood and agreed that this instrument shall be binding upon City and Covenantor and also upon their heirs, successors in interest, or assigns, and shall be a condition implied in any conveyance or other instrument affecting the title to the Property or any portion thereof. Upon any sale, conveyance or other transfer or disposition (a "Transfer") of any of the Property by the Owner, Owner shall automatically be released from its obligations hereunder accruing after the date of such Transfer, and the purchaser, grantee, transferee or recipient of such Property that is the subject of such Transfer (a "Transferee") shall automatically succeed to such obligations and constitute the "Owner" and "Covenantor" hereunder, Reference to Owner shall mean and refer to the then owner of the Property. (b) It is also acknowledged that not all of the property adjacent to the Right of Way Area (the "Adjacent Property") is owned by Owner. From and after such time as any owner (an "Adjacent Owner") of any of the Adjacent Property either assumes Owner's obligations hereunder as to the Improvements in the Right of Way Area adjacent to such Adjacent Owner's 0OO5S718;1}5 THIS DOCUMENT IS A SUfSTfTUTION TO ORIGINAL. BACKUP ORIGINAL CAN BE SEEN AT THE END OF THIS DOCUMENT. 6 Adjacent Property pursuant to a Covenant substantially in the form of this Covenant or a separate assumption agreement, in each case, approved by the City Attorney (which approval shall not be unreasonably withheld) and recorded in the Public Records, then Owner shall be released from its obligations under this Covenant, to the extent they are expressly assumed by such Adjacent Owner. f O. Any notice, request, demand, approval, or consent given or required to be given under this Covenant shall be in writing and shall be deemed as having been given when mailed by United States registered or certified mail (return receipt requested), postage prepaid, to the other parties at the addresses stated below or at the last address provided by a party to the other party at which to receive notice. At the City's election, the City may direct all communications under this Covenant to Miami Design District Associates, LLC (MDDA), which will act as a "liaison" for communication purposes between the City and the Covenantor, as long as the Covenantor remains an affiliate of MDDA. Covenantor: City: MDDA: Daera Design Moore (Del.) LLC 3841 NE 2"d Avenue, #400 Miami, FL 33137 Attn: Steven Gretenstein City Manager City ofMiami 444 SW. 2"d Avenue,10th Floor Miami, Florida 33130 Director of Public Works City of Miami 444 S.W. 2"d Avenue, 8th Floor Miami, Florida 33130 Miami Desire District Associates, LLC 3841 NE 2" Avenue, #400 Miami, Florida 33137 Attn: Steven Gretenstein Covenantor expressly acknowledges (i) that the permission granted by the City to construct the Improvements on City owned land is solely for the limited purposes set forth herein and does not constitute a lease, (ii) the City retains possession and control of property owned by the City, (iii) if Covenantor breaches any term of this Covenant, receives written notice of such breach from City, and does not timely cure such breach, within sixty (60) days after receipt of such written notice (provided, however, that in the event that such cure cannot reasonably be completed within such sixty (60) day period, then Covenantor shall have such additional cure period as is reasonably required provided that Covenantor commences such cure within such sixty (60) day period and diligently pursues the same untit completion), then City may unilaterally revoke the permission granted herein to Covenantor by written notice to Covenantor delivered prior to the date on which Covenantor cures such breach, and (30058718; 0 6 THIS DOCUMENT IS A SUBSTITUTION TO ORIGINAL. BACKUP ORIGINAL CAN BE SEEN AT THE END OF THIS DOCUMENT. 7 (iv) Covenantor does not arid shall not claim at any time any interest or estate of any kind or extent in land owned by the City by virtue of its use hereunder or by virtue of any expenditures incurred in connection herewith. 12. RECORDING. Covenantor shall, at its own cost, record this Covenant in the public records of Miami -Dade County, Florida within thirty (30) days of its acceptance by the City of Miami. Covenantor shall promptly furnish a certified copy of the recorded Covenant to the City Clerk, 3500 Pan American Drive, Miami, Florida 33133 and furnish certified copies of the recorded covenant to the City Manager, City Attorney, Public Works and Risk Management Directors at the following address: Miami Riverside Center, 444 SW 2 Avenue, Ste. 945, Miami, Florida 33130. 13. TERMINATION. This Covenant shall terminate automatically and be of no further force or effect from and after such date as the City levies a special assessment intended to cover the maintenance and repair of the Improvements, from and after the date of the levy of that special assessment. Recordation in the Public Records of a certified copy of the resolution levying such special assessment shall be conclusive evidence of termination hereof. 15. COMPLIANCE WITH FEDERAL, STA l h AND LOCAL LAWS. Covenantor shall comply with all applicable permitting requirements, governmental approvals, laws, ordinances, codes, rules and regulations ("Regulations") of federal, state and local governments, including the City. 16. CONSTRUCTION OF COVENANT. This Covenant shall be construed and enforced according to the laws of the State of Florida. Venue for any cause of action or proceeding between the parties arising out this Agreement shall be in Miami -Dade County, Florida. 17. SUCCESSORS AND ASSIGNS. This Covenant touches and concerns and the Property shall be binding upon the parties herein, their heirs, executors, legal representatives, successors and assigns. 18. AMENDMENT. No amendments to this Covenant shall be binding on either party unless in writing and signed by both parties. 19. MISCELLANEOUS. 19.1 Captions, title and paragraph headings are for convenient reference and are not a part of this Covenant. Such captions, title or paragraph headings shall not be deemed in any manner to modify, explain, enlarge or restrict any of the provisions contained in this Covenant. 19.2 No waiver or breach of any provision of this Covenant shall constitute a waiver of any subsequent breach of the same or any other provision hereof, and no waiver shall be effective unless made in writing. 19.3 Should any provisions, paragraph, sentence, work or phrase contained in this Covenant be determined by a court of competent jurisdiction to be invalid, illegal or otherwise {300587I8;I}7 THIS DOCUMENT IS A SUBSTITUTION TO ORIGINAL. BACKUP ORIGINAL CAN BE SEEN AT THE END OF THIS DOCUMENT. unenforceable under the laws of the State of Florida or the City of Miami, such provisions, paragraphs, sentences, words or phrases shall be deemed modified to the extent necessary in order to conform with such laws, or if not modifiable to conform with such laws, then same shall be deemed severable, and in either event, the remaining terms and provisions of this Covenant shall remain unmodified and in full force and effect. 19.4 Further Assurances. All parties hereto upon the request of any other party shall execute such further instruments or documents as may be reasonably required by the requesting party to implement the terms, conditions and provisions of this Agreement. 19,5 Third Party Beneficiary. Covenantor and the City agree that it is not intended that any provision of this Agreement establishes a third party beneficiary giving or allowing any claim or right of action whatsoever by any third party under this Covenant. 19,6 Discretion of the Public Works Director ("Director"), Any matter not expressly provided for herein dealing with the City or decisions of the City shall be within the exercise of the reasonable professional discretion of the Director or the Director's authorized designee. [Signature Page Follows] (3OO58718;1) 8 THIS DOCUMENT IS A SUBSTITUTION TO ORIGINAL. BACKUP ORIGINAL CAN BE SEEN AT THE END OF THIS DOCUMENT. WITNESSESS: COVENANTOR: Print Name: 9 DACRA DESIGN MOORE (DEL.), LLC, by Miami Design District Associates Manager, LLC, a Delaware limited liability company, its Manager Print Name: By: Steven Gretenstein, Vice President STATE OF FLORIDA COUNTY OF MIAMI.DADE The foregoing instrument was acknowledged before me this day of 20, by Steven Gretenstein as Vice President of Miami Design District Associates Manager, LLC, a Delaware limited liability company, the Manager of DACRA DESIGN MOORE (DEL.) LLC, a Delaware limited liability company, on behslf of the company, He is personally known to me. Notary Public, State of Florida [Signature Page Follows] (30058718;1}9 THIS DOCUMENT IS A SUBSTITUTION TO ORIGINAL. BACKUP ORIGINAL CAN BE SEEN AT THE END OF THIS DOCUMENT. 10 IN WITNESS WHEREOF, the parties hereto have caused this instrument to be executed by their respective officials thereunto duly authorized, this the day and year above written. "City" CITY OF MIAMI, a municipal ATTEST: corporation By: Todd Hannon, City Clerk Daniel J. Alfonso, City Manager APPROVED AS TO LEGAL FORM APPROVED AS TO INSURANCE AND CORRECTNESS: REQUIREMENTS: Victoria Mendez City Attorney APPROVED AS TO CONTENT: Eduardo (Ed) Santarnaria, P.E., CGC Director, Department of Public Works {30058718;1} Ann Marie -Sharpe, Director Risk Management Department THIS DOCUMENT IS A SUBSTITUTION TO ORIGINAL, BACKUP ORIGINAL CAN BE SEEN AT THE END OF THIS DOCUMENT, EXHIBIT "A" Property Legal Description 4. 4100 Building The East 107 feet of that certain tract of land 432 feet East and West by 204.6 feet North and South, lying directly East of and adjoining Lots 5 and 6, in Block 7, of BILTMORE, according to the Plat thereof, as recorded in Plat Book 6, at Page 67, of the Public Records of Miami -Dade County, Florida. (30070960;1 } THIS DOCUMENT IS A SUBSTITUTION TO ORIGINAL. BACKUP ORIGINAL CAN BE SEEN AT THE END OF THIS DOCUMENT. EDIT " B" Rights of Wav (See Attached) (30070960;1) 1 (...___.,...._„.A......., vkrme.c.,(0e.e_::.-...Avetifid- ;IliffiPA ;r .2 +fir a mwlp-rw�wq �nrueaq eq�gpl } I I-195 i ! ' I MI rr i'"II DES Ii N DISTRICT FYIYro oeYel.pThirt 13l Floor I !' r ' 1 rws Kval >2) 1NTNfJca THIS DOCUMENT IS A SUBSTITUTION TO ORIGINAL, BACKUP ORIGINAL CAN BE SEEN AT THE END OF THIS DOCUMENT. EXHIBIT "C" Non -Standard Improvements (See Attached) {30058718;1} THIS DOCUMENT IS A SUBSTITUTION TO ORIGINAL, BACKUP ORIGINAL CAN BE SEEN AT THE END OF THIS DOCUMENT. irk*i C 1 000 Rr4..0 Sch..ortr IN A THIS DOCUMENT IS A SUBSTITUTION TO ORIGINAL. BACKUP ORIGINAL CAN BE SEEN AT THE END OF THIS DOCUMENT. SIGNAGE PACKAGE Public Works & Traffic Approval Package April 15, 2013 DISTRICT SIGNAGE Type In Sign Type I Overhead Illuminated Street Identity III Quantity • 4 Electrical Foundation 1 Banking 1 Support Yes, Internal Illum. Existing pole support cis Pole Mounted Street Identity (on STOP sign) 9* No, Ambient Mounted on custom regulatory signs • Pedestrian Crosswalk Enhancement 8 No, Ambient Applied on to existing street paving dO District / Tenant Directory 6 No, Ambient Mounted on new fight poles dN Pedestrain Crosswalk Signal 4 Yes, Internal Ilium. Flush foundation in pavers di Artwork Didactic 8 No. Ambient Mounted to existing wall; no backing dK Banner Brackets TBD No, Ambient Mounted to light poles erj Parking Entrance Identity Marquee 1 Yes, Internal ilium. Wall mounted; backing required ' dta. Parking District Entry Point Sign 2 Yes, Internal Ilium. Mounted to light poles (dlb I Parking Digital Single on Pole 2 Yes, Internal Ilium. Mounted to light poles lac, Parking Digital Double on Pole 5 Yes, Internal Ilium. Mounted to light poles Parking Digital Directional 1 Yes, Internal lllum. Flush foundation in pavers, footing req. EMI Parking Clearance/Exit Bar 2 No, Ambient Suspended L,..,. Parking Vehicular Directional (PROTOTYPE) 20* No, Ambient Suspended l ' Parking Pedestrian Directional 20* No, Ambient Column mounted en Parking Elevator Identity 3 No, Ambient Wall mounted MI Parking Stair identity 6 No, Ambient Wail mounted Parking Restrooms identity 11* No. Ambient Wall mounted * All quantities are estimates based on prototype designs used throughout the district. THIS DOCUMENT IS A SUBSTITUTION TO ORIGINAL. BACKUP ORIGINAL CAN BE SEEN AT THE END OF THIS DOCUMENT. AIdorm, and maim mat nlal appearing bon. Cant P4g5*I Se nnr„bk141 wyMar e9d,9nd Sthnnrt Mstt.elgn Inc and..pm. kw civil Of dwdoaed wihwe pmr wra,an mr,antol S*,u.dSO. .n WI& Dow, Inc 02012 Redmond Schnarte Mark Design Inc. DRAWING FOR DESIGN INTENT ONLY. NOT INTENDED FOR CONSTRUCTION. SIGN SCHEDULE mum] DESIGN i IST:4ICT i nndaelaa.nf• ..xall�d .1513 2 SIGNAGE TYPEFACE MIUTCD Approved highway font for street signs. M4RCD Approved highway (oat ABCDEFGHIJKLMNOP QRSTUVWXYZ 0123456789 SIGNAGE TYPEFACE For additional signage in the District Hautohc. 2 toot . 90dl ABCDEFGHIJKLMNOP QRSTUVWXYZ 0123456789 ruenrer d. z Disphp eoid ABCDEFGHIJKLMNOP QRSTUVWXYZ 0123456789 At dra.:nq. and Hainan m.xwi ppeeing herein coeaW odgM and Adent.a a de. .d.vxeaxed saa Mwy.we r,aqm 0e,dnbe gnarl irdo.ed..dwvl prw.men cen3r.t d reenact Scheent nark Dawgn rM. 02012 Redmond Schwartz Mark Design lee DRAWING FOR DESIGN INTENT ONLY. NOT INTENDED FOR CONSTRUCTION. PROJECT LOGOS MI�tMI DESIGN DISTRICT THIS DOCUMENT IS A SUBSTITUTION TO ORIGINAL. BACKUP ORIGINAL CAN BE SEEN AT THE END OF THIS DOCUMENT. MbMI DESIGN 'DISTRICT TYPE I LOGO SCHEDULE MI. MI DESIGN OISTRICT F- 0 LV CI z 0 w 1 COLOR SCHEDULE ION MP10147 MP33653 MP04473 MOD Gold MOD Cream Reflective White Impulse Blue Black Stallion Talcum Powder Pantone 072c PantOne 872c Crosswalk Paint (Ultramarine Pentane Blue Q or RAL 5002 MP19894 MP46351 Stainless Steel Subtle Silver Metallic Metallic 0 MP28t53 Mustard Non -reflective White Crosswalk Paint - Fabncalor must provide sprayous of each paint color on 6 inch square aluminum per spec above; 2 salaam to be provided to client and design team for approval prior to fabrication. - AJI pains are to be Matthews Paints, all paint finish es be satin finish unless Otherwise slated in the design drawing. MATERIAL SCHEDULE 4v11 Painted Aluminum Whim Acrylic ./ `M3 Bronze - Textured IN4 Bronze, Smooth M5 Polished Stainless Steel M6 Blue Polycarbonate - Fabricator must provide 2 sins of 6 inch square ample of -genie/Ina/sand wrryl listed above to client and design team for approval pre:ate tabrisetion. as du.aegr ata.inun ..wd.r.�.w,g briar aniram*ate:np and vgab6hwd TM& d gbp4iimd Sdh..rhs M*4C**09n Fee sin roes.o, he d siddeover mArs errednend Scheele Pent Den Need ©2012 Redmond Schwartz Mark Design Inc DRAWING FOR DESIGN INTENT ONLY. NOT INTENDED FOR CONSTRUCTION. THIS DOCUMENT IS A SUBSTITUTION TO ORIGINAL. BACKUP ORIGINAL CAN BE SEEN AT THE END OF THIS DOCUMENT. VINYL SCHEDULE Vt 3M Matte Rlack- Opaque I80C-22 i V3 31r1 3M Reflective White- Matte White Opaque Opaque 600-10 7725-20 V4 3M Deep Red 180C-23 Note: - Not MI colors. vinyls, materials used for public works & traffic approval package. COLORSCHEDULE MIi MI 'DESIGN t:'ISTRICT cod 'g caevNra Sie 04.1ri.re CA-4767f 041.607 1,171 T 149 a07.7170 1 r.e4.1.I4e nn f art�law] 4 Existing Conditions NE 2 AV THIS DOCUMENT IS A SUBSTITUTION TO ORIGINAL. BACKUP ORIGINAL CAN BE SEEN AT THE END OF THIS DOCUMENT. Proposed • Fabricator to paint pole Black (P2) electrostatic paint process • Fabricator to fabricate and install custom street sign to approved standards NE39 ST Note: - Signs indicated are prototypes for other used throughout the district. Note: Developer to use electrostatic black paint at their expense to paint existing and new poles. -Developer to maintain paint finish for painted sign posts. - Sign fabricator to confirm all regulatory & Street Identity signs comply with city reflectivity standards. esdramtrtga and wRb++r.uti.l&mem*,have. al9.0.nd uipubliied.n.L d ll.dn e d SdMx@ RL F Delay, N. W ety rol Iw wad o doloodxiY..e. Pronwrtb.sa..enl d waeaadktcoma atatt OnaitOtc ©2012 Redmond Schwan. Mark Design Inc DRAWING FOR DESIGN INTENT ONLY. NOT INTENDED FOR CONSTRUCTION. dA. OVERHEAD STREET SIGN is MI :.JESIZ N i 15T:CICT 0 1- (!) uw 1 1 000 D... - -- 5 General Notes: t. All signs, structures and fetters need to be engineered by sign fabricator prior to shop drawing submittal and fabrication for structural and backing requirements to withstand local regulations, codes and weather conditions. 2. All sixes shown are approximate and should be verified prior to final fabrication based on construc- tion doctirrlents andlor as built conditions. 3. Fabricator must use Matthews UV clear coat on painted surfaces to minimize 1 prevent as much as possble any noticeable fading. 4. All comers to be eased; all welds to be ground smooth. Existing lighting support Attachment by city standard painted 0 2 t12" 0 Side View Scaler in--1'-0- Note: - Signs indicated are prototypes for other used throughout the district. i0 nr THIS DOCUMENT IS A SUBSTITUTION TO ORIGINAL. BACKUP ORIGINAL CAN BE SEEN AT THE END OF THIS DOCUMENT. 4 •..t 0• From View Scale , 1 /2-.1'4- 0 Front View $c.lP 1 1(2-..1'-0- M Internal lighting of "white acrylic" areas to be LED Array - even illumination warm white LED All copy centered. MI side M2 -\\\\:\\ Internally illuminated acrylic face sign cabinet; painted aluminum sides and back Built-up aluminum box sign with arcylic face - rIo vinyl or metal trim cap E1/2" wide rule line I w 1 Bottom Yew Scale 1 in. -ACTH M1 2 All fasteners to be countersunk and painted "AIM,iil WAAnglamen AAAedAtwgmtl and umAnrdy1] A. ofkeilnwne sdn..re uy} ae,y, Inc a,d.M,...r be wad c•AIAAlosed.01•AA plar,niAnA come. affirginefid Samos cad. 136.1,].. . 209E R.d.ee Schwartz Mark Design Inc. Df?AWING FOR DESIGN INTENT ONLY. NOT INTENDED FOR CONSTRUCTION. dA. OVERHEAD ILLUMINATED STREET IDENTITY MI -MI DESIGN DISTkICT Iki CAervlln il. CI.rrmt. CA RIM 94e,112 OVA T PN,IP) fl,o r omet. Av.»... 6 THIS DOCUMENT IS A SUBSTITUTION TO ORIGINAL. BACKUP ORIGINAL CAN BE SEEN AT THE END OF THIS DOCUMENT. ®Overhead Illuminated Street Identity (NE 2 AVE I NE 34 S1) NTS Nnm:rgs•sad wrlt.n fraternal 6pprrkyl.r:n creesituicagml.61 u.rp6•11,1ehrdr.y46.141o4w.d sdwa..SxrlOwpe tec rd.opvt he.ned dmrkwd Men.n prior M4rr wmentd f4eanor.d Samar. Mark Des.T. Inc ii:1012 Redmond Schwartz Mark Design Inc DRAWING FOR DESIGN INTENT ONLY. NOT INTENDED FOR CONSTRUCTION. dA. OVERHEAD ILLUMINATED STREET IDENTITY LOCATION PLAN MI M DESIGN DISTRICT 7 Existing Conditions Note: - Signs indicated are prototypes for other used throughout the district. - Developer to use electrostatic black paint at their expense to paint existing poles. -Developer to maintain paint finish for painted sign posts. - Sign fabricator to confirm all regulatory & Street Identity signs comply with city reflectivity standards. THIS DOCUMENT IS A SUBSTITUTION TO ORIGINAL. BACKUP ORIGINAL CAN BE SEEN AT THE END OF THIS DOCUMENT. • Perf-pole painted in MDD Black (P2) with breakaway detail at base per city standardProposed painted in MDD Blue (P1) sign to be standard • Fabricator to fabricate custom street sign and pole; regulatory g approved by city. NE38ST1 NE39ST1 Prototype Messages Wok Ognign,A049IdAd Wad RAF.. VA mamay .99wwed a de<7�9.d ws,9k..94rA19n mmwM1d Sd1.9m 769A9..1rP 7n< 021D12 Redmond Schwartz l lerk Decagn Inc. DRAWING FOR DESIGN INTENT ONLY. NOT INTENDED FOR CONSTRUCTION. N E 1 AV N E 2 AV MI.' Mi i3ES1+: N DI ST k ICI dB. POLE MOUNTED STREET IDENTITY (on STOP sign) IAMI DESIGN D1STRIG 160 Cob, CNr• CA 91 749 412 997 919 MQ.# .. md9r�gn 8 Connection detail photo reference Note: - Signs indicated are prototypes for other used throughout the district. 7 1 f2' 7112' 2' 8. NE1AV 3}$ ` 318" thick painted aluminum panel - all sides; black vinyl 2'- S` VT Scale 1 2 .11O 2 8' NE1AV. I _NE3BSr Standard city approved regulatory signs• all backs paintedBacks of regulatory signs painted and mamtained by developer. C) Front View 0 Back Yew Seale 1!2".1'.cr '� J� Seale 112'•1'A" C) Top Kew C) Side Kan Off -the -shelf 90' Cross separator bracket Message located on both sides of aluminum panel, typ. Off -the -shelf 90' Cross separator bracket Standard city approved regulatory signs; all backs painted( THIS DOCUMENT IS A SUBSTITUTION TO ORIGINAL. BACKUP ORIGINAL CAN 8E SEEN AT THE END OF THIS DOCUMENT. Off -the -shelf 9C Crass separator bracket L p 0 Connection Detail Seale 3'-V a' • ■ ,1 0 Breakaway Detail `�'V 5 akr3--ve- Id elmnings .,d -mun mie4el.ppee/•g t.... eweawc.cy.y ..d 1A.176,61d.d w.a,erl4dnetl sdreane Ma. 0.99+1a. .edneq nb.a.d sr dhejo.ed.afe.4 prof..ntmn stew d fadwa iSde.tM.. aasg. 020t2 Redmond Schwartz Mark Design Inc DRAWING FOR DESIGN INTENT ONLY. NOT INTENDED FOR CONSTRUCTION. dB. POLE MOUNTED STREET IDENTITY (on STOP sign) Mir MI DESIGN DISTRICT r- V V7 li w 1 L 11G Cetus. Sin Clonenta C1 0.16 is .U471 e17i T 147.4M.2130 o.Hl4lian not Or, 04.15.11 9 General Notes: 1- All signs, structures and letters need to be engineered by sign fabricator prior to shop drawing submittal and fabrication far structural and backing requirements to withstand local regulations, codes and weather conditions. 2. Alf sizes shown are approki mate and should be verified prior to final fabrication based on construction documents and/or as built conditions. 3. Pebnceter must use Nitthews UV dear coat on painted surfaces to minimize I prevent as much as posdole any noticeable faring. 4. All comers to be eased; all welds to be ground smooth. Please Note: - ALL regulatory signs throughout district to have painted perfo. rated support with sleeve on base - typical. -Sign fabricator to confirm all regulatory & Street identity signs comply with city reflectivity standards 7 1 /2'r 7 1 /2" to 2'• 8° tJ Front View 3;* Ef Note: - Signs indicated are prototypes for other used throughout the district, 3/8" thick painted P3 aluminum panel - all sides; black vinyl 2' 0' O. Top View Scala or-s'A" Off -the -shelf 2'-8' r--- 90-Crass separator �.....__ f bracket 0 Side View Seale 1r2-.1'4- -- Message located on both \• sides of aluminum panel, typ. — Off -the -shelf 90' Crass separator bracket Standard city approved regulatory signs; all balks to be painted P2 Standard perforated pole painted 0 Non -perforated 1/4" thick wall solid "sleeve" over standard perforated pole City approved break -away foundation / anchorage detail THIS DOCUMENT IS A SUBSTITUTION TO ORIGINAL. BACKUP ORIGINAL CAN BE SEEN AT THE END OF THIS DOCUMENT. Off -the -she 90' Cross separator bracket H f j0J '.-:) Connection Detail Scalar -1°-0- 2 Brealrawav Detail Scale 3--1'di' a Af 611%641 . .Am yoee4n1 mififatolosf3INIFITI cavdkuet.ypnrgod LovotArr.dwork ofnvd.v.dSdenrnMIA C.Jg.. e.1.w.nawed a &WOW without rep wdlm mmm.l d rdA.end Sek.enx MIA NW, rne OZ612 Redmond Schwartz Mark Design Inc DRAWING FOR 0E51GN INTENT ONLY. NOT INTENDED FOR CONSTRUC110N. dB. POLE MOUNTED STREET IDENTITY (on STOP sign) Nllr` MI :DESIGN t7ISTRICT rrewrmr ..1 C,t. nh.a 10 WE. 39th STREET -. N.E: 38th STREET ®District Site Fbr \ ) NTS THIS DOCUMENT IS A SUBSTITUTION TO ORIGINAL. BACKUP ORIGINAL CAN BE SEEN AT THE END OF THIS DOCUMENT. Al n! gr ma orron rom.*I apparel, hood, roar.. original a,d mpurIW ..er5 o{ Red*wd Sda na fors orlon fnc and rnry ro} he tired ee dodo.' r Cherr poor orlon cower d Rolm: d' a.a,nra..ttieeyr In. 02012 Redmond Schwartz Ma+k Design Ire DRAWING FOR DESIGN INTENT ONLY. NOT INTENDED FOR CONSTRUCTION. dB. POLE MOUNTED STREET IDENTITY (on STOP sign) LOCATION PLAN 1- 1 MI DESIGN DISTRICT rap Canfrlro Sr CNmenrl Co 9$17z 949.492 P974 w9 a4a Id7P r . ondoeu,oia nnE P.V11 layq 11 -I�i EXIST DDUB.E t - I?] Ni„ ow STT17,1NG r{n_ 1 4dO1S11 t2ES7 24` l 1' "'vvv\._ r• \ MITE S7O! -p,(I BAR I:%EST Of:NAVE YELL ON STRIPING EXIST .ILOSSW L EXIST 24" NAIVE STOP BAR YELLOW STRI E R, NELL.OYF STR4PiNG t >'<11 4 ' I The colors are per the civil engineer suggestion as follows; Yellow = signs to remain Purple - signs suggested to be removed Blue = signs likely to remain Green a Signs to be amalgamated onto adjacent posts. JB BUILDING DolBLE : ,. , rtr s1RfPING ST SOLID .1E STRIP1 Tf %IST SOLID 9 1 v -1TE STRCPIN r1 t 3 9th THIS DOCUMENT IS A SUBSTITUTION TO ORIGINAL. BACKUP ORIGINAL CAN BE SEEN AT THE END OF THIS DOCUMENT. Please Note: RSM recommends these edits and consolidations to the reg- ulatory signs, but all suggestions need to be reviewed and approved by civil engineer and client prior to any changes: all backs of signs painted IP2) 4-0 cywp TO FEED ON FNALOa+0 w_ ANCECG r + �.•� • P3 KITE ATION VN-Nt kr aux cnsa LIFit, TO ; COOLING PLANT ON ROOT Cr BLOCK * REFER TO I PALM COURT MEQI DRAAIN05 r AA e.e'e rnd L.dw. nw.dd.pp. 9 heme, cw+ARuw 4434.41 and ynyypt.fi.d.c.k nF R.3we,d Sdnr.rc M. & De.l0n k end meY net amckwedrwlikeut Myr.nwnea...nl el M.0nad Sdnarte M•*Dwlpn lrc 02012 Redmond Schwartz Mark Peegn Inr- DRAWING FOR DESIGN INTENT ONLY. NOT INTENDED FOR CONSTRUCTION. PHASE ? DISTRICT REGULATORY SIGNAGE PLAN Mlr'M1 :JESIC N DISTRICT rz w 0 +e� L 000 .MF...ran„ 12 4.f 111 151 l'6 CWS-R DNDEAGRON+D TO Sotlow DColtTRIAN tyAL%WAY MAW NES SE1.1.4. BLOCVS T.S. AND i S-e CWS.R TO GEED OP OLALOMG OP 110 METEWMAY j 1AncrIr+YE _ j J The colors are per the civil engineer suggestion as follows; Y®Ifow = signs to remain Purple o signs suggested to be removed Blue ® signs likely to remain Green = Signs to be ama[gamated onto adjacent posts. THIS DOCUMENT IS A SUBSTITUTION TO ORIGINAL. BACKUP ORIGINAL CAN BE SEEN AT THE END OF THIS DOCUMENT. Please Note: RSM recommends these edits and consolidations to the reg- ulatory signs, but all suggestions need to be reviewed and approved by civil engineer and client prior to any changes; all backs of signs painted (P2) EXIST. 24" wiele STOP I rr.w BAR OLP EXIST. GROSSWALI EXIST 24- wMITE STOP BAR r7 a DUE1NA v.S. EXIST SOLID MITE STRIPING fr IL IlY • I �1 EXIST CROSSWALK EXIST 24- V 1ITE STOP AR EXIST YEUA E]oST. CROSSWALK EXIST 24' yM1T1 STOP rL 11n EXIST. DOUBLE _ YELLOW STRIPING I EXIST SOLD 'MITE STRIPING Nd4. eordwines e..wA.l psper.ng her.ti a.Rlion.wy.i rnd Mrub4AN wk 4 R.bnmd Saw...We VRiyn r• pd..ry refl. uuad a dxW.ed wltlleue tour wr41m truant el lnemo.d Xl+warte A4A I7aRgn Rae C[2012 Redmond Schward. Mark Design Inc. DRAWING FOR DESIGN INTENT ONLY NOT INTENDED FOR CONSTRUCTION. PHASE 1 DISTRICT REGULATORY SIGNAGE PLAN MI DESIGN N DISTRICT 13 EXIST DOUBLE YELLOW VR1PING EX51 { TI WHITE Y� te• STOP OAR 1 k 1014 1 I -co - !STOP' R1 1 .\i +W deMgsrd HAtun .ppa.hgbur. CONILIALIOtd Yl inimbiahed c.V.E of Rwlnwad Sdw.en O i9odgn Inc and ^ fm1. 6• wad ordheAypd..Idaw prat w.rt,ag ow.. d Radmard Sdbwq L N4 rMnryn i..c. ©22012 Redmond Schwartz Mark Design lac. j• L.I DRAWING FOR DESIGN INTENT ONLY. NOT INTENDED FOR CONSTRUCTION. J The colors are per the civil engineer suggestion as follows; Yellow = signs to remain Purple signs suggested to be removed Blue = signs likely to remain Green = Signs to be amalgamated onto adjacent posts. THIS DOCUMENT IS A SUBSTITUTION TO ORIGINAL. BACKUP ORIGINAL CAN BE SEEN AT THE END OF THIS DOCUMENT. Please Note' RSM recommends these edits and consolidations to the reg- ulatory signs, but aft suggestions need to be reviewed and approved by civil engineer and client prior to any changes; all backs of signs painted (P2) .�1-. n �b _ _. M _ - t n�J l=1 EP, ti ' Q STREE — _ .•— -- 10' e5a-_11 YW Wf 1 EXIST LX JDLE YELLOW STRIPING PHASE 1 DISTRICT REGULATORY SIGNAGE PLAN tMir"MI DESIGN DISTRICT 11:1141 z tl) w 0 4 000 14 Third sign if required Typical Sign Location on poles sfak: Lir - N'-0" Please Note: RSM recommends these edits and consolidations to the reg- ulatory signs, but all suggestions need to be reviewed and approved by civil engineer and client prior to any changes; all backs of signs painted (P2) The colors are per the civil engineer suggestion as follows; Yellow >o signs to remain Purple - signs suggested to be removed Blue = signs likely to remain Green q Signs to be amalgamated onto adjacent posts. w z - DUST 74' MITE STOP HAT: RI-1 ees+rs ww3a* or, 151-0 THIS DOCUMENT IS A SUBSTITUTION TO ORIGINAL. BACKUP ORIGINAL CAN BE SEEN AT THE END OF THIS DOCUM ENT. i EXISt. TTINTE STRIPING EXIST- sOtb.� wHITE STRIPING AP dsrA';} mdx.ARtm rmeml appwrim M1.ma cuWlw vi9..41rid +aP dwand Rad.cd Sd..me FAA griJrlac sad mry rot M v>aa dhdaedn0tkedar '^HMa earw>md Rkc(mp.d Seknrte Mark Dome!ix G2012 Redmond Sdnvern Mark Design Inc. DRAWING FOR DESIGN INTENT ONLY. NOT INTENDED FOR CONSTRUC1tON, PHASE 1 DISTRICT REGULATORY SIGNAGE PLAN MI.- MI DESIGN DiST -cIOT 00 15 TINS DOCUMENT IS A SUBSTITUTION TO ORIGINAL. BACKUP ORIGINAL CAN BE SEEN AT THE END OF THIS DOCUMENT. THIS DOCUMENT IS A SUBSTITUTION TO ORIGINAL. BACKUP ORIGINAL CAN BE SEEN AT THE END OF THIS DOCUMENT. j \District S,te Plan ��� NTS /dldw.:.,gi nnlron rasrcriel.ppeaAy1 ewetr,te. oagfa.f fad arpW. heap. W Rrdmend Sdnrret r tt,s p.,age in4 . 4 f.+ry nat b. aced e4.0e0.241..fvwae pnah mataa coma. w a<aaa,d SclasfauM.d. Dann rac 02012 Redmond Schwartz Mark Design Inc. DRAWING FOR DESIGN INTENT ONLY. NOT INTENDED FOR CONSTRUCTION. dE. PEDESTRIAN CROSSWALK ENHANCEMENT Ml: MI DESI?N DIST;,<ICT 1-- 0 701 z iJ7 W 0 �JQC: lea C.E..a4 $.+ c..,..nr.. CA N472 4e9 492.7479 04P 472 !2Ie F 16 Existing Crosswalk Conditions THIS DOCUMENT IS A SUBSTITUTION TO ORIGINAL. BACKUP ORIGINAL CAN BE SEEN AT THE END OF THIS DOCUMENT. Proposed • Fabricator to paint white pavement reflecting paint (P6) per city standards Note: - Signs indicated are prototypes for other used throughout the district. Re a,.:,a and..rp,.n myy.yl "pews romp mwuc 9401a14nd unpvtrHInn or PoM..d n.Sdrwet: MarInc..OnIgn Ind nay not t» wet a.ek,ee.ie.wnpio...14nsa e,4N wda9nd ieh+.n t444 uarignna C2012 Redmond Schwartz Mork Design I. DRAWING FOR DESIGN INTENT ONLY. NOT INTENDED FOR CONSTRUCTION. dE. PEDESTRIAN CROSSWALK ENHANCEMENT OPTION 1 - WITH STRIPE MI: MI DESIGN DISTRICT • I TR1 z (.9 V) w 1 000 1e0 C41:1..19 iv. Clan mn 4 CA 92r1r 94 P.497 9499 r 949.491. 113e 1 1 amd.yp n not l:Y.44Iaftl 17 Wynwood Crosswalks Example Note: - Location of crosswalks to be confirmed by civil engineer prior to installation, 0 Pedestrian Crtnswelk Enhancement }SWALK P THIS DOCUMENT !S A SUBSTITUTION TO ORIGINAL. BACKUP ORIGINAL CAN BE SEEN AT THE END OF THIS DOCUMENT. CROSS / 4 1' rtr,pes to be punted in reflective whit* paint approved by City 1'-5" intoner st-pestobe painted in non-reilerivc white paint approved by City EXIST. 24' WHITE ST( BAR pJl drawings and w.ecn mared.I .ppconktg ham. 9ontit+A9ad3Ina and rl..a..e,r•d track dsd...•r. Nani.Danign Inc and nny net e..w d'ahard Yastpriarwratn m,xarn of asdap.d Schwan. Hark LbYpnI ©2012 Recknand Schwartz Mali. Design Inc. DRAWING FOR DESIGN INTENT ONLY. NOT INTENDED FOR CONSTRUCTION. dE. PEDESTRIAN CROSSWALK ENHANCEMENT - NE 39 ST & NE 2 AVE OPTION 1 MI, MI DESIGN DISTRICT Q 0 V tee C.4•Ib S.n 9n r9 CA 926T2 049,402. 9079 T 941.902171n f uM9ur.n+t 18 Wynwood Crosswalks Example Note: - Location of crosswalks to be confirmed by civil engineer prior to installation. Pedestrian Crosswalk Enhancement THIS DOCUMENT IS A SUBSTITUTION TO ORIGINAL. BACKUP ORIGINAL CAN BE SEEN AT THE END OF THIS DOCUMENT. 1' stripes to be pa,ntad I naflectne white pa nt app•oved by C.ty 1%5' irtL.nor strpes to be painted :n nor •ref ect• re white pant apprvvect by Cate AU dn.ongs and mntan mat.wl appawsg kercin crosuk rte orrwf wd wwdAg.rd wwk Drlmd•aW Sd.we.0 hW Daugn trrt and mar not be used rid 6.1 Vwa. piorm4a. m.wa of Redmond khwrta tdaADayn Inc 02012 Redmond Schwartz Mark Design Gsc. DRAWING FOR DESIGN INTENT ONLY. NOT INTENDED FOR CONSTRUCTION. dE. PEDESTRIAN CROSSWALK ENHANCEMENT- NE 39 ST & NE 1 AVE OPTION 1 MI; MI DESIGN DISTRICT i c•a:. Iss. ana 19 Existing Crosswalk Conditions THIS DOCUMENT IS A SUBSTITUTION TO ORIGINAL. BACKUP ORIGINAL CAN BE SEEN AT THE END OF THIS DOCUMENT. Proposed Fabricator to paint white pavement reflecting paint (P6) per city standards Note: - Signs indicated are prototypes for other used throughout the district. MF.' Nil L)ESIG N EISTRICT 0P0 •l�W.lan+ nw d®.rglpp.d[pn 9;;nwr.9y991791.99,99991ew9.9 4,nai Me drod.o* 1 Redmond Sdn..e Mork D J, Inc .red way nor a. wed dele+.d.:bwt mwwermn mownRaMrmd SeK reMh Donn Ne. 432012 Redmond ScNveoris Mark Design Inc. DRAWING FOR DESIGN INTENT ONLY. NOT INTENDED FOR CONSTRUCTION. dE. PEDESTRIAN CROSSWALK ENHANCEMENT OPTION 2 - WITHOUT STRIPE 20 ,SWALK Miami Convention Center Example Note: - Location of crosswalks to be confirmed by civil engineer prior to installation. Pedestrian Crosswalk Enhancement t^rttor OeMer like of 2 rd Av a IS petal/el to btrert i:rh THIS DOCUMENT IS A SUBSTITUTION TO ORIGINAL. BACKUP ORIGINAL CAN BE SEEN AT THE END OF THIS DOCUMENT. LA!.) I . CROSS / I 'A" ^ interim stripes to be pa, mod In non-iefieetive white Not spprovbd by City EXIST. 24' WHITE ST( BAR 41E drover, •d mato enripnl appaviag heroin aoniimearigwl wi ugaMArad+rni of ilobrwed Sdnr.re MLrt o.dgn 4 aM n^q mg. N eaed cr drulwd without prior wntlan sa.mt eF Rethlold Sdawrn Flak paaga one. C20/2 Redmond Schwas Mark Design Inc. DRAWING FOR DESIGN INTENT ONLY. NOT INTENDED FOR CONSTRUCTION. dE. PEDESTRIAN CROSSWALK ENHANCEIVIENT- NE 39 ST & NE 2 AVE OPTION 2 MI.! MI DESIGN I1ISTRICT r� CY z 0 1 000 6b Cabral n $a. Cl.rn.nr. extrt ear,192vuSr 221b r 4Cn S.t 21 THIS DOCUMENT IS A SUBSTITUTION TO ORIGINAL. BACKUP ORIGINAL CAN BE SEEN AT THE END OF THIS DOCUMENT. Miami Convention Center Example Note: - Location of crosswalks to be confirmed by civil engineer prior to installation. 1'-5" interior *tripes to be painted in rrorpteilecti ee white paint approved Ly City rl WHITE STIP BAR °Pedestrian Crosswalk Enhancement �1 1 t-afa M .4nd»mrtede.ppeeMpMca,. vand winbro wdkof Rednmd €drxgstArlr pesgNe.d ev) eal I t eeM dwk ed.•dw: pdeewgle.e wow. d pedmoed 5.1ms%aMk Dew,. Inc 02012 Redmond Schwartz Mark Desigr. Inc, DRAWING FOR DESIGN INTENT ONLY. NOT INTENDED FOR CONSTRUCTION. dE. PEDESTRIAN CROSSWALK ENHANCEMENT - NE 39 ST & NE 1 AVE OPTION 2 MI: ill DESIGN DISTRICT 22 Representative Photo Mock-up - Not to Scale THIS DOCUMENT IS A SUBSTITUTION TO ORIGINAL. BACKUP ORIGINAL CAN BE SEEN AT THE END OF THIS DOCUMENT. Representative Photo Mock-up - Not to Scale MI. MI DESIGN DISTRICT 1I:u' 00 SbV Caber i:. 211 C44444:4 CA1YF': HI 4'2.R419 i gi F 442 MO 1 .amdadpr.eal AI da.rga aad wauen waNal appe4rag beeeir coenar oyaul cid wIpubisthodbrat d Rakaend Sdrnr<c PAANsg,iu. 4.1nwr abr w.d or dadaaed wFap frond... melon d.ednrod 519*: MIA W d'3^ Inc 402012 Rad and Schwarv. Mark Deign DRAINING FOR DESIGN INTENT ON NOT INTENDED FOR CONSTRUCTION. dH. PEDESTRIAN CROSSWALK SIGNAL 111-1111 27 Front View Scala t' . Foundation Note: Sign Fabricator to engineer support and flush foundation. These "Pedestrian Walk Signals" are not removable. Removable boifards will be located between these sign locations - ant View Sloes 1- - r-a• Please Note: Fabricator to coordinate elecbical so that when 'WALK" button is pressed, the blue reflectors in the paring illuminates. - Top blue palycorbonate piece to be illuminated with LED in evening when street lights are on. - See plan drawing for reconies n. kd spacing and placement of tights in paving. 41/2' Elevation Yew Scale- r _ np- 'THIS DOCUMENT IS A SUBSTITUTION TO ORIGINAL. BACKUP ORIGINAL CAN BE SEEN AT THE END OF THIS DOCUMENT. General Notes: 1. All signs. structures and letters need to be engineered by sign fabricator prior to shop drawing submittal and fabrication for structural and badeing requirements to withstand local regulations, codes and weather conditions. 2. All sizes shown are approximate and should be verified prior to final fabrication based on construction documents andfor as built conditions. 3. Fabricator must use Matthews l3V clear Coat on painted surfaces to minimrze / prevent as much as possible any noticeable fading. 4- All corners to be eased; all welds to be ground smooth. Note: - Signs indicated are prototypes for other used throughout the district. ft lir CDDetail View Scale: 3" Etched and painted filled copy and'a.e.a.se0wreear'evnanrlrppeerirg h+a.n cdeear v:gi aed w sbt*.dwh o<Reenard 5 t Mork Cosign Inc Mrnrynot be cad dirhadva.wt pule ...Nan anii.d Ftelfamod SeinerLM0Q415e 02t712 Redmond Schwartz. Mark Dosign Inc, DRAWING FOR DESIGN INTENT ONLY. NOT INTENDED FOR CONSTRUCTION. dH, PEDESTRIAN CROSSWALK SIGNAL M1. MI DESIGN DISTRICT 0 hW I rra S.. Clime • C4 0:n'; 04t H7 _f4 r' • 010.11/,1 e winos.. • 2.8 8 1/2- Blue polycarbonaue (1/2" thick) with white copy etched and paint filled "WALK" - Stainless steel push button for "WALK" • 1/2" tall letterforms Polished stainless steel, all sides - eased edges IM51 Sign Fabricator to engineer support and flush foundation These "Pedestrian Walk Signals" are not removable. Removable bollards will be located between these sign locations r ,S 1 Front Yew Seal.2''. 1'.0 8 112- 4 THIS DOCUMENT IS A SUBSTITUTION TO ORIGINAL. BACKUP ORIGINAL CAN BE SEEN AT THE END OF THIS DOCUMENT. General Notes: I. All signs. sirucwres and letters need to be engineered by sign. fabricator prior to shop drawing submittal and fabrication for structural and backing requirements to withstand local regulations, codes and weather conditions. 2. Alf saes shown are approximate and should be verified prier to final fabrication based on constructon documents and/or as built conditions. 3. Fabricator must use Matthews UV clear coat on painted surfaces to minimize /prevent as much as possible any noticeable fading. 4. Al corners to be eased; all wekls to be ground smooth. Please Note: - Fabricator to coordinate electrical so that when "WALK' button is pressed, the blue reflectors in the paving illuminates. - Top blue polyeorbonate piece to be illuminated with LED in evening when street lights are on. - See plan drawing for recommended spacing and placement of lights in paving. Polished stainless steel, all sides - eased edges F Note: - Signs indicated are prototypes for other used throughout the district. 8 112- `.-�/ Elevation View .�1 Top View scaler 2-" e'-0` l`J�' Spiv: z- . rA' aID drawrgrr Swntirrii .r rrprrrng hewn ewtiew wynw rrd vgabMrd walk dkedn.rasa.eaMark vrssrb, ..dr.. rehb.u.sa Of ae<k..T.ipa rF n .-5w' sewed Tedred kFw�n MM aep�Inc. ©2012 Redmond Schmertz Mark Da.ign Ens. DRAWfNG FOR DESIGN INTENT ONLY. NOT INTENDED FOR CONSTRUCTION. dH. PEDESTRIAN CROSSWALK SIGNAL Mi MI ;)ESI N DISTRICT 000 un*etan..re 29 THIS DOCUMENT IS A SUBSTITUTION TO ORIGINAL. BACKUP ORIGINAL CAN BE SEEN AT THE END OF THIS DOCUMENT. 4-, D ❑ (this line indicates driving lane extended from inner most curb) L_ • ( crosswalk lights to be spaced approx. 24" on center across drive lane approx. 20 rights total. ) 61-o ri (this line indicates driving lane r I -I extended from inner most curb) 16l-G . Note: These "Pedestrian Walk Signals" are not removable. Removable bollards to be located between these signs. lt4n m r9nrlapppreva4/4al 99+09FM/ 14 1 a,e 949.9ad..tMdRedmmai Sd,.arc.rak 04490 Y.c•Adrnar we 699799 ddaud wabaua pn0.rnb0A=A ns dlkOrrxd SeA.am MsApdynl.e C2012 Redmond Schwartz Mark Design Inc. DRAWING FOR DESIGN INTENT ONSY. NOT INTENDED FOR CONSTRUCTION.. dH. PEDESTRIAN CROSSWALK SIGNAL LOCATION PLAN Mir MI DESIGN DISTkICT 101 L) O 1- z V 91 1110 W Q 1 000 0.r fse C.M4io 9.n C1.IiM1a Ca 9S677 949 497 9.79 949.493 7717I .a •.da. p.. mrl 30 THIS DOCUMENT IS A SUBSTITUTION TO ORIGINAL, BACKUP ORIGINAL CAN BE SEEN AT THE END OF THIS DOCUMENT. Representative Photo Mock-up Representative Photo Mock-up THIS DOCUMENT IS A SUBSTITUTION TO ORIGINAL. BACKUP ORIGINAL CAN BE SEEN AT THE END OF THIS DOCUMENT. Note; - Signs indicated are prototypes for other used throughout the district. 4Q6nrw0 endR49an 7b' cowls edgOnd end nnddetie+ed who! Reamed Sdneene e`4. 9ne end mey nee 1. used dxdn.d wkdeue gkewelete wow{el Andnu.d 5cMac1 Nark Deeya>x 02012 Redmond 5chwerla. Mark Dosign Inc. DRAWING FOR DESIGN INTENT ONLY. NOT INTENDED FOR CONSTRUCTrON, dG. DISTRICT / TENANT DIRECTORY DIRECTORIES MPhil DESIGN E ISTRICT .».3[e1N31SCT[*1 1 GO 1 O cee•.o, eon cement.* CA 9200 999.492.9e79 949.491.22)0 F 23 9 N + 6" 1 1 EQ EQ CD Front Yew Scala t' - O- 7" Side View Snk� 1' . 1'{1• Etched and paint filled copy CDBack Side Stec I'. T4Cin ■4 Scale .1" 5. I4-0^ THIS DOCUMENT IS A SUBSTITUTION TO ORIGINAL. BACKUP ORIGINAL CAN BE SEEN AT THE END OF THIS DOCUMENT. General Notes, 1, AO signs, stnitttaes and letters need to be engineered by sign fabricator prior to shop drawing sbrnittai and fabrication for structural and backing requirements to withstand !oral regulations, codes and weather conditions. 2. All sines shown are approximate and should be verified prior to final Fabrication based on constriction documents and/or as built conditions. 3. Fabricator must use Matthews UV clear coat on painted surfaces to minimize /prevent as much as possible any nociceabie fading. 4. All comers to be eased; at welds to be ground smooth Map panels with digital print directly onto painted aluminum; map artwork provided by Made Thought or project management. Light pole indicated is 6" diameter; fabricator to confirm this correct diameter prior to fab. to Side View Note: - Signs indicated are prototypes for other used throughout the district. Interior to be painted 0 6' diia 0 Tap Yew Scala 7" A tidy MI dnwnar a.d ,drran numi.l.yyel.:.gr..aMr..g.wc r,ngiml and .^ta ri•.dnvhcA R.d".md Sdere.a M,kp.wgime rid k..Y km xad «Jxie.ed ..MMus }nernnt}m iunr¢.a di.anere §Nw.m M.# I?e.igel.rF 63ZC1Z Redmond F.CF.ANrtz Mark Design inc. DRAWING FOR DESIGN INTENT ONLY. NOT INTENDED FOR CONSTRUCTION. dG. DISTRICT / TENANT DIRECTORY DIRECTORIES MI," MI DESIGN DISTRICT 1- 0 H Z 0 V) uJ 1 000 pa CS,inp Se+ Cl..,.m c 97571 ta*.0 2 0179 7 'Mt VI? Paso r r.inR.r pn. RAI 24 114" thick built-up aluminum with all welds ground smooth "Tap" on back of sign anchored in 4 locations thru carrier Existing light pole - verify diameter prior to fabrication Anchor bolts 1/4" thick painted aluminum plate with digital print Weld to existing light pole all attachments concealed 0 S ctian Sod.ra- THIS DOCUMENT IS A SUBSTITUTION TO ORIGINAL. BACKUP ORIGINAL CAN BE SEEN AT THE END OF THIS DOCUMENT. General Notes 1. All signs, structures and letters need to be engineered by sign fabricator prior to shop drawing submttal and fabrication for structural and boding requirements to withstand local regulations. codas and weather cendtions. 2. All sees shown are approximate and should be verified prior to final fabrication based on construction doom,ents and/or as built conditions. 3. Fabricator must use Matthews IN dear coat on painted surfaces to minimize 1 prevent as much as possible any noticeable fading, 4. All comers to be eased, all welds to be ground smooth. Pease Note: - 2 sided to be removeable for flexible map printing, map by others. CConnection Detail �� Sets. 12" - t'-0- endwinegt rid nAtm noteeel ic'worm henln emt bste gnd ad wpee4 l wad W ••d,nrrr Sd•.• % E.,sk ®roger me ,M mei.1 b• 6ned 0e1wcd M3iovt plmn.la,ever.' Ilednwd Sd,w.n Irk Deese IIne. 02012 Redmond Schwartz Meal, Drsgpt Ens. DRAWING FOR DESIGN CNTENT ONLY. NOT INTENDED FOR CONSTRUCTION, dG. DISTRICT / TENANT DIRECTORY DIRECTORIES Mi' MI )ESK- N DISTkICT 000 ,anew •.,r.t, r 44 Crb,ini • %l n Cn,n•.r • CA, a71 4,rAr! van r San kr,' 22)0 rrwertty,,.,n IOaeurad WIdravengs areveleen weeme,poserg Wren mA1eee pegeal an<F Lp,lii.J need N.,dreend Wereek4e# Ceilee Ire eel mores be mad dxk.udwahma peeeetee ewuvR dRednv,d Sthe ate MM. veep Mc. ®201 Redmond Schwartz Mark Deegn Inc. DRAWING FOR DESIGN INTENT ONLY. NOT INTENDED FOR CONSTRUCTION. r .1G.101,0119 -e • n.n,..� ,.,...v.,I nxy..,. p..,.,xal,r, i' THIS DOCUMENT IS A SUBSTITUTION TO ORIGINAL. BACKUP ORIGINAL CAN BE SEEN AT THE END OF THIS DOCUMENT. Indicates locations for dG directories Representative locations around 1 typical block. dG. DISTRICT / TENANT DIRECTORY LOCATION PLAN HUMI DESIGN DST:ACT 0 Lf) 0 (1) L3J 0 1 00 0 .41 Cabala Min CNA.% CA 17ptt pIf.4117 eV T 1ati.44*. 7a we aupn.+nl 26 Pepre=ertiati. Phatre SU[X7rrNat{k rULLVI Of IXICINSPStRp rods. New roRN Existing War; e • •P1 1 111' t at e 1 • •1 • 1.1. •r •.1.: - 1. Fe 1! I.. .4 • -4• t•••• •r r .^! Top View �Lj' Saw 9' - t•.p• 41. Elevation View 0 Front View scale: Via-. VAT' Salle. i•+v'a 5 la' 4•t•.I 11 en,lv,l of els THIS DOCUMENT IS A SUBSTITUTION TO ORIGINAL. BACKUP ORIGINAL CAN BE SEEN AT THE END OF THIS DOCUMENT. General Notes: 1. All signs, structures and letters need to be engineered by sign fabricator prior to shop drawing submittal and fabncateon for structural and backing requirements to withstand local regulations, codes and weather conditions. 2. All sires shown are approximate and should be verifred prior to final fabrication based on construction documents and/or as bunt conditions 3. Fabricator must use Matthews UV dear mat on painted surfaces to minimize / prevent as much as possible any noticeable fadir7g- 4. All comers to be eased; all welds to be ground smooth. All copy to be prodded to fabrk etor pnorto Note: fabrication - Signs indicated are prototypes for other used throughout the district, All fasteners to wall to be concealed Silkscreened copy by others to be 0 Painted aluminum with eased edges Ivf1 P3 Both sides to be painted 0 Side view sr.I.•4.-eo lien.. prul,Mava..eeriat.ppeaiilg henin twaddle anginal and .pvbH.ed:nark of Redmond Sdnreru Ma.. D b,c weroy not Ewe uaad or d .rmrd wil'.wr pit.mthn =waft of Re p..4 &h wiv tMi4 flew line ©20t2 Redmond Schwar0 Mark Design inc. DRAWING FOR DESIGN INTENTONLY.. NOT INTENDED FOR CONSTRUCTION. dJ. Artwork Didactic MI: MI DESIGN DISTRICT 31 Fabricator is verify light pole prior to fabrication Vinyl banner to be primed both sides, typical Banner material and pent samples must be submitted prior to final fabrication. Fr✓al design is TBD Note! - Final light pole TBD prior to fabrication- Heights to be confirmed prior to fabncalion- currently shown. at 14' to bottom of lowest mounted light i Elevation View %� banner Detail sue 1n . t'A• Scale 1' • 1--0- THIS DOCUMENT IS A SUBSTITUTION TO ORIGINAL. BACKUP ORIGINAL CAN BE SEEN AT THE END OF THIS DOCUMENT. Note: - Banner locations to be used throughout the district on light poles. -- Digitally panted vinyl banner material, typical both sides. Sample must be submitted for color and material approval prior to final fabrication Final banner message TBD. Bannerbracket attachments TBD based on final light pole selection to be supplied manufacuter. f Banner attachments to be engineered per local windload requirements MIr MI DESIGN DISTRICT 0 Z LI..I ❑ 1 a 160 C.4r41r Son Cinema .44 C► 12✓1 rI H 4112.100 r 144.440 2040 ..*.datipn.n.r nserMkgs end minen malipn•lappeani19 beau,oaeuwm e^s^+ and vegkai.ed wok014.4m442Fd..e.ti r.4k +s.nd mar eo. be used disclosed withow pmraele. eonrmx 41e4ee See C1c400Yc 87201211td...,.1 Schwertt N1a+ir Des.gn Inc. DRAWING FOR DESIGN INTENT ONLY. NOT INTENDED FOR CONSTRUCTS -OR dK. Street Banners 32 4.A. 0 Front View Scale 116• . 4A0.9.wM2iand"0..00 mead.)appedrty hays wagon oel9 e1..d w.a+wd .+a aad.b.d 5d.wee wr4 .na re, me be used dckeed eddsout pieenamn mesem .F lec dScheeez Deeplee 02012 Redmond Sdewarte Mark Dadigo Inc. Louvers by architect White acrylic push -through letters; T12" proud of cabinet face; polished edges Marquee to extend into or thru architectural colours to anchor to support column (by architects) - colours to be "cut" to engage marquee DRAWING FOR DESIGN INTENT ONLY. NOT INTENDED FOR CONSTRUCTION. up painted aluminum cabinet with internal LED illumination White acrylic arrow to "wrap" on side and be internally illuminated 0 Side View Sure 101- . r -p- J Top View Diagram SeeIe.112• - V-Cr THIS DOCUMENT IS A SUBSTITUTION TO ORIGINAL. BACKUP ORIGINAL CAN BE SEEN AT THE END OF THIS DOCU M ENT. Representation Note: - Prototype parking entry monument. indicative of type of entry I.Q. found throughout the district, - Other parking garage I.D.'s may vary in design, but will not exceed this size. Louver Louvers cut to visually "run into" blade sign Blade sign attached to structural support column. Stnrcturat column support by architect, caiumn indicated for schematic location only. Note: - Column size and location has been determined by architect, Sign Fabricator to engineer and detail support andiors to structural column. pcJ. Parking Entrance Identity Marquee ML' M I DESIGN 4ISTrtICT 00C r00 Caerlt, San Con seta ca udaa iar4aa a759 F rmd..�one .e 4' 0' 1 Font View Scle 1N" — Lowers by architect Black indicates internally illuminated push-thru acryf c White acrylic push -through letters; 1/2" proud of cabinet face; polished edges Marquee to extend into or thru architectural colours to anchor to support column (by architects) - colours to be "cur to engage marquee Marquee to extend into or thru architectural colours to anchor to support column (by architects) - colours to be "cut" to engage marquee 9' t—t 0 Side View M1 But up painted aluminum cabinet with internal LED illumination White acrylic arrow to "wrap" on side and be internally illuminated THIS DOCUMENT IS A SUBSTITUTION TO ORIGINAL. BACKUP ORIGINAL CAN BE SEEN AT THE END OF THIS DOCUMENT. Representation Note: - Prototype parking entry monument, indicative of type of entry t.SJ. found throughout the district. - Other parking garage I.D.'s may vary in design, but will not exceed this size. Mir MI DESK N 'JSTddCT Alldne..:yaand .dllen Mer we5rule eVnal nd vyutre.ed wed d Mwlmw.i Sd«e.r W.k Newt h, and re, nor be used a 6.1exd"adue wwr.lium consent d dSd.nNArea Lvwa2e Irnr. 02012 Redmond Schwartz Mark benign Inc. DRAWING FOR DESIGN INTENT ONLY. NOT INTENDED FOR CONSTRUCTION. pcJ. Parking Entrance Identity Marquee 34 Elevation View xra. va' - r.o• 41st a 2av 0Elevation View Scale, 1a•- MC' THIS DOCUMENT IS A SUBSTITUTION TO ORIGINAL. BACKUP ORIGINAL CAN BE SEEN AT THE END OF THIS DOCUMENT. 41si&2Av r} 4 41st5.1Av .r 0 Elevation View Seen. la' - 1'fY MI: MI DESKGN DISTkICT 61:111111101 1 0 0l 6D C[9••e Ion Ch.n/..t. /H.191.. 047. i 999.691-9730 r ea419Ngt nrr as ckgm ge cea.:ND.wte.a*pH rr.,g amwtmmnueegnar ad wp66hed wad, Df R[diend 541neert. Mort pWgnlne 4.4191e1 eu b9 w4d and lraedtw9gy!px..a1.ae..sont d RNmmd Sclwfe Mh& Ongnk @201 2 RedmD.xl Schwartz Mark Design Inv_ DRAWING FOR DESIGN INTENT ONLY. NOT INTENDED FOR CONSTRUCTION. 35 f di -a Painted alurranum cabinet P1 Push- hru acryii. 12' proud of face. - Push-chnr aceiNc; Infernally it lummated District Entry Point 41ST&2AV 13,1 41ST&1AV .t. ldl.6 Double on Pole Nolo: both sides are Doti far with digital on each side- Dimensierral drawings to be provided after design approval has been met T 10` (df_b) Sirigie an Pole Note: both sides arc similar with digital on each side. THIS DOCUMENT IS A SUBSTITUTION TO ORIGINAL. BACKUP ORIGINAL CAN BE SEEN AT THE END OF THIS DOCUMENT. Digital Fold out Aadnnt ga ed.2ttpn nutolel eFpeamg hwWr, eagntter orylnJ and oatrl.a} nodt of Acdmund Sdorott Mµ [bpi I+c and Try not 6e rood dirbN.d[w[ Mar amen moo. d HMrocod Sch. ,Mork. [limn Inc 02012 Ft. J„Nnd Schwartz Mark pe:,gn Inc DRAWING FOR DESIGN TNI-ENT ONuY. NOT INTENDED FOR CONSfRLICTFON. MIS MI DESIGN ST:-tICT 0 G 140 Ca, , lla Sin Cramrni. CA vie ra 141112 1499 1 949.412.77l0 1 rl tad r r4e nil 1 36 NE d:nd S' ?COLO m — H241atSr(Gty]. (F i15Fs NCautls ST (City) NS 9G11 1 ST i 195 _ dt, m 0 0 m THIS DOCUMENT IS A SUBSTITUTION TO ORIGINAL. BACKUP ORIGINAL CAN BE SEEN AT THE END OF THIS DOCUMENT. LEGEND dLa 1. DISTRICT ENTRY POINT (STATIC) (dlbl SINGLE ON POLE (STATIC) DOUBLE ON POLE {DIGITAL) i`= GROUND MOUNTED DOUBLE (DIG.) Location plan for MDD Area 4Miga medallion Mil ,41,pp„rlIy my.W And apV661xd w.kof Radn.ad Setnitz Mark Doer Jae e.d.wp rotS+v✓d ad chaed wMert piaew,tve camp%of Wdvaid Schram kM1rk Qeagn Ira 02012 ROC/Mond Schwartz Mark Design WK. DRAWING FOR DESIGN INIENTONLY. NOT INTENDED FOR CONSTRUCTION. Parking Digital Directional Locations MI. MI DESIGN DIST;gICT V 1- a V i..IJ 0 1 000 •w..r rM H ISO Gpr.Ilp S•o [Niemen!, CA CU72 1149.4H0 VOR T 90.191.P776! 37 A 2m CdTic _ 1=1 - sr: • ; (du ) s14Eer r • -, • • I • - 1. tr4P4r.r. • THIS DOCUMENT IS A SUBSTITUTION TO ORIGINAL, BACKUP ORIGINAL CAN BE SEEN AT THE END OF THIS DOCUMENT. LEGEND DISTRICT ENTRY POINT (STATIC) EdLIA1 SINGLE ON POLE (STATIC) W) DOUBLE ON POLE [DIGITAL) TT1GROUND MOUNTED DOUBLE (DIG.) Location plan for Phase 1 Development Atelleeengs end valuer. morrid sppearing Felnin piejinel reel imMelned wo.'e Ree1nend icr-nwtz Mk LI endnot be used •zr dinbsad %%haul. pdoe•netlen ca.. RoArwAd&hem. Genegn Inc 02012 Recirna.,4 SC1-AwrAz Mark Design Inc. DRAWING ;OR DESIGN INTENT ONLY. NOT INTENDED FOR CONSTRUCTION. Parking Digital Directional Locations MI MI DESIGN DISTRICT (f) 0 z w 0 000 IA0 C41415 W. C 1.onie CA nen 11.419LAP A tectop P reardedygn 38 39 STREET ) I.m , = 1 . I • THIS DOCUMENT IS A SUBSTITUTION TO ORIGINAL. BACKUP ORIGINAL CAN BE SEEN AT THE END OF THIS DOCUMENT. LEGEND au' DISTRICT ENTRY POINT (STATIC) Cd1k, SINGLE ON POLE (STATIC) rdLJ DOUBLE ON POLE (DIGITAL) 1 GROUND MOUNTED DOUBLE (DIG.) Location plan for Phase 1 Development P l[ drawrga ad wdtm nnunialapp. ingbe. mxdtLtra ginal And idAa61,31d Sdwvc Mark ihdgn I,r a•d may be used ▪ d%hard WHIMS prrerrmNan cement of • s. ., MA& W.✓dn I C. C.2012 Rerimnr,d Schrw,tc Mark OCa.gr, Inc DRAWING FOR OESIGN INTENT ONLY NOT INTENDED FOR CONSTRUCTION. Parking Digital Directional Locations HUM! DESK N DISTRICT 000 Ia C.hr.P9 lam C.emome CA Alen ..9 492 1.411 919.191 MD! re n111.14,. 10 39 .• L EQ. EQ. .r Location Plan, Typical condition 1/2" reveal THIS DOCUMENT IS A SUBSTITUTION TO ORIGINAL. BACKUP ORIGINAL CAN BE SEEN AT THE END OF THIS DOCUMENT. -Sign fabricator to coordinate with parking garage consultant for speutcatlon of digital display system; sites, specification, mounting, data, eLL to be internally illuminated and glow red when parking is fur/ or green {with "Braun when spaces available. NE 3&SL 1 M2 NE42 sY I�2]® Please note; both sides are siFelGar with digital on each side. Erevation, Detail C. Side View; DetailSeale sqa- and writ moo I Ypr em+y bd.eie oo aY, ne eugi.yl rod �rrv4 MRabiwwd Sd..wn M.&Nor kre andr.y rm 6e wad aaeb,.e rAJ.u.rt pnpe.dlax eawwa. d RadmnN Sehrwrte Mat t.ar.a, kre. 0201Z Redmond Schviarn Mark Design Inc. ORAWI NU FOR DESIGN INTENT ONLY. NOT INTENDED FOR CONSTRUCTION. pcK, Parking Digital Directional MIr'MI DESIGN 4ISTRICT V H 1) rz V V) LL1 X 1 000 inchiv, ma 40 l 1 /7"— --a-- ta NE4 5T I Push-thru acrylic; 12" proud of face. Copy TBD before fabrication, etched and pain filled Copy shown is TBD placeholder at this time Digital read out 1 /8" seam Painted aluminum cabinet Bottom of parcel to follow any slope in grade THIS DOCUMENT IS A SUBSTITUTION TO ORIGINAL. BACKUP ORIGINAL CAN BE SEEN AT THE END OF TH}S DOCUMENT, General Notes: 1. All signs, structures and letters need to he engineered by sign fabricator prior to shop drawing submittal and fabrication for stnxtural and backing requirements to withstand local regulations, codes and weather conditions- 2. All sizes shown are approairnate and Mould be verified prior to final fabnca- tion based on construction documents andlor as built conditions_ 3. Fabricator must use Matthews Uv clear coat on painted surfaces to minimize J prevent es much as possible any noticeable faring. 4. All comers and edges to be eased; all weEds to be ground smooth- -Sign fabricator to coordinate with parking garage consultant for specification of digital display system; sizes, specification. mounting, data, etc. - to be internally illunlnated and glow red when packing is full or green (with 'arrow') when spaces available. 1' wide built-up aluminum panel - each side; no exposed fasteners 0 ,Aluminum access panel recessed in.. each side Pti Foundation flush with grade or hardscape; Sign Fabricator to engineer support end flush foundation. C)Elevation, Detail Side Yew, Detail Stdlr- 3f1- . 1'.0-' Sale. 3/4- Pllefrawnpe wdrritbn. aW4 Idppe... g he»n svnnuse oxiginal and enp11#4W.0.pilt.s6 qa¢r yrer Mot kLri,p.h6c. eid mry nue hcuud asera.os, tln.n prix,mLen camera of RWmwasdrwm PArk Dann ine C2612 Redmond Se,..artx Mark OQsign lane. DRAWING FOR DESIGN INTENT ONiy- NOT INTENDED FOR CONSTRUCTION. pcK. Parking Digita[ Directional MI,' MI DESIGN DISTRICT u lye t;abr.Il. La Cleman.e 4A r)i,a 410 442a67t T ?IV aw trta P h�errnin.ml CMe recce. �I oD HOT ENT ER. S.i THIS DOCUMENT IS A SUBSTITUTION TO ORIGINAL, BACKUP ORIGINAL CAN BE SEEN AT THE END OF THIS DOCUMENT. Elevat1on 1 ff Scale, 91d' . 1'-O" Note: - CIarance height is to be 6-8" and should be confirmed prior to final fabrication. ENTER. 0 Parking Clearance/Exit Messages Scale, tirvI cr ` DO NOT ENTER. General Notes: 1. All signs, structures and letters need to be engineered by sign fabricator prior to shop drawing submittal and fabrication for structural and backing requirements to withstand local regulations, codes and weather conditions 2. All sires shown are approximate and should be verified prior to final fabnta- tion based on construction docunre..b and/or as built conditions. 3. Fabricator must use Matthews UV dear coat on painted surfaces to minimise 1 prevent as much as possible any noticeable fading. d. All corners and edges to be eased; all welds to be ground smooth. - All copy to be approved by dientpnor to fabrication. !dIdawngi Ind .nar.nmrmdf arpr 5.S6wem cwQ.u� mai cad sisi, id.wd MvRMed Wren. .A1rk D..p.5o and may sad In. used daaddd-d. prier and., cement d..a,-.d Schaaaar liade D.rynGr. C12012 Redmond Schwan. Mark Gesign k+c. DRAWING FOR DESIGN 'WENT ONLY. NOT INTENDED FOR CONSTRUCTION. pd.. Parking Clearance / Exit Bar M!; MI DE51L N eDIST:-ICT tan C., sa. cr.T.. 914d974nr' F{F.a FF. 733'.' n m,1n•p.: - t.r 42 THIS DOCUMENT IS A SUBSTITUTION TO ORIGINAL. BACKUP ORIGINAL CAN BE SEEN AT THE END OF THIS DOCUMENT. Airline cable with painted 0 1" diameter PVC pipe Expanded PVC sheet material with paint and vinyl type 1MB 2'-10' Black indicates vinyl copy/arrows 8 _.CLEARAICE 6'-8" 41 ENTER. C)Overhead Veh cular Ohecteanal I Elevation scale:1 ur-ra• 7 %8" Note: Side View - Clearance !height is to be 6'-8' and should be 5.1c. 1-.1.6- confirmed prior to final fabricatioi. - Ail copy to be approved by client prior to fabrication. 4- a..One,nd*room"., op,«tonNoon Frontodgi"s,d wnpa6td.ed..ark of Mark 0•Ognac 4M In, MP h+urH d M poor of dark Dem, Inc C2112 Redmond Sde,aes Mark Design Inc. DRAWING FOR DESIGN INTENT ONLY. NOT INTENDED FOR CON5TRUCTION. pcL. Parking Clearance / Exit Bar Mir MI DESIGN OIST;aCT Z1L►7‘1193*.I IZEGlMeall 43 THIS DOCUMENT IS A SUBSTITUTION TO ORIGINAL. BACKUP ORIGINAL CAN BE SEEN AT THE END OF THIS DOCUMENT. Airline cable with painted 0 1diameter PVC pipe Expanded PVC sheet material IliN3 with paint and vinyl type Black indicates vinyl copyiarrows VI V4 1. 7 3/4" 0 Overhead Vehicular Directional Elevation T ao- (yr ENTER. 7'.8" Note: - All interior parking signage is to be mounted at 7'-6" verify locations prior to installation All copy to be approved by client prior to fabrication Se View Al !Awnings ere wrEum nahmkol oginnov114.01. 4/1144136.3 444/34411onid moabrOned Schwary M.D., ItIc and 'Irebeoi cli.closodreramut kcNion eon., of Roch,end Schram MM. boinn 2012 Redmond Schwartz Mark Gataan Inc. DRAWING FOR DESIGN INTENT ONLY. NOT INTENDED FOR CONSTRUCTION. pervL Parking Vehicular Directional t-11,•'111 DESICPs1 EI1STRICT 1- (//1) LU 1) 000 Col.,•No SOM CA Nan 14; AV. I FFF IFZ./ZIO F phintlovor n4 / iti;evi;e4 I 44 0 Overhead Sign Messages suea I!r.1..0- PARKING 1EXIT MORE PARKING 0Overhead Vehiuiar Directional I Elevation Scale, 1--e•A., 7,.8. Note: - All interior parking signage is to be mounted at 7'-6", verify locations prior to installation. All copy to be approved by dient prior to fabrication- 2 w9aunting - Stair. va•-f'o- 0 �*�J Y Side ew scow 1--re- THIS DOCUMENT IS A SUBSTITUTION TO ORIGINAL. BACKUP ORIGINAL CAN BE SEEN AT THE END OF THIS DOCUMENT. a Note: - All interior parking signage is to be mounted at 7'-6", verify locations prior to installation. CGeneraI Notes. t- All signs, structures and letters need to be engineered by sign fabricator pnor to shop drawing submittal and fabrication for Structural and backog requirements to withstand local regulations, codes and weather conditions 2. All sizes shown are approximate and should be verified prior to final fabrication based on construction documents and/or as bulk conditions. 3- Fabricator must use Matthews ITV clear coat on painted surfaces to minimize / prevent as much as possible any noticeable Bing. 4- All comers and edges to be eased: all welds to be ground smooth. Please Note: The suspended vehicular di rectienals are prototype designs only. Fabricator to wardinate with massage schedule and suspended locations provided by parking garage consultant - MI,' MI DESIGN NST <ICT IAMI DE D RI*1 000 1 e5 C.b*!a. t.n C.N. CA 02E r2 P49.41P2..11$ r 0/9,193-33e0 R rr+d.rim-.wr wi da.rge and ...limn m.re..r,ppe„.,y man m99 9 r o gnA a d ov.bhked wok of Rafn•ad St:6 k Mek naaypi rx Ed nwm9r 691/191i d,deeftd r.ice..rr, m.w..n or porywamd sdh.ort. PAPA Wyq. k� 22012 Redmond Schram Merk Design Inc DRAWING FOR DESIGN INTENT ONLY. NOT INTENDED FOR CONSTAUCU[ON. pcN I, Parking Vehicular Directional 45 Expanded PVC sheet material with paint and vinyl type MW8 THIS DOCUMENT 15 A SUBSTITUTION TO ORIGINAL BACKUP ORIGINAL CAN BE SEEN AT THE END OF THIS DOCUMENT. General Notes: 1. All signs, structures and letters need to be engineered by sign fabricator prior to shop drawing submittal and fabrication for structural and backing requirements to withstand local regulations, codes and weather conditions. 2. All sizes shown are approximate and should be verified prior to final fabrication based on construction documents and/or as built conditions. 3. Fabricator must use Matthews UV dear coat on painted surfaces to minimize / prevent as much as possible any noticeable fading. 4. All comers and edges to be eased; all weids to be ground smooth. Please Note: The suspended vehicular direcdona Is are prototype designs only. Fabricator to coordinate with message schedule and suspended locations provided by parking garage consultant Black indicates vinyl copy/arrows TEx��.IMORE PARKING aOverhead Vehicular Directional f Elevation sook itr2'.1`d1' Note: - All interior parking signage is to be mounted at 7'-6", verify locations prior to installation. - Alf copy to be approved by client prior to fabrication. Side View Scale: 1'. Y-o` NI dn.dng..nd t•d11en e.4 %1 1 NSPeaAn kmin mmdudc elg.W .d urµ6N.ed ..ed. of 4edn,md kW.. MakDnIgn.dn.. Inc enclneyw.n,M rat 6n wed n&WendrifiaR pne> rrdlgn wnianl d FtnhA d SeNn. Mel Dexr hrc 01?2012 Redmond Schwartz Mark Daaign Inc. DRAWING FOR DESIGN dNTENTONLY. NOT ! WENDED FOR CONSTRUCTION. pcM. Parking Vehicular Directional MI. MI DESIGN DISTRICT 000 ..nde cope .e> Cx: Inn? 46 General Notes: 1, All signs, structures and letters need to be engineered by sign fabricator prior to shop drawing submittal and Fabrication for structural and backing requirements to withstand local regulations, codes and weather conditions. 2. All saes shown are approximate and should be verified prior to final fabrication based on construction documents and/or as built conditions. 3. Fabricator must use Matthews UV dear coat on painted surfaces to minimize / prevent as muds aspossible any noticeable fading. 4. All corners and edges to be eased; all welds to be ground smooth - Note: to be located determined by pedestrian flow in next package. • ALL copy to be approved by clrent prior to fabricaiion. l�� 0 Side View Sisk r••Y-0" <n Sloe Yew e I". l'.0" MEM Ail cia.mgx and alnico marmel r,..,e ng heron een.t we origins end evgwlArdwdwork ofdhm dnd Sd.amlr M1yrk Dadgn hq and',ay., M wed dr10ed.41.1vw.xen come.n d geb.nd Selapne Mork pngn+ E72012 Redmond Schwarte mark Design fine. 0 Side View Stale 1--1-1 DRAWING FOR DESIGN INTENT ONLY. NOT INTENDED FOR CONSTRUCTION. Note: - All interior parking signage is to be mounted at T-6', verify locations prior to installation_ THIS DOCUMENT I5 A SUBSTITUTION TO ORIGINAL. BACKUP ORIGINAL CAN BE SEEN AT THE END OF THIS DOCUMENT. ELEVATE. C® Front View J Seale 1--1.A- 1 • PAY. 2'-a• Front View C) Scale 10" pcN. Parking Pedestrian Directional MI MI DESIGN DISTRICT .r1111:u*1 z w 000 t.e CahrNla Ian CI..aaia CA tram 049. att lore aat.&Al 1tta r rand+OW' .^ Grla..,e. mings Diagramatic Reference Note: - All interior parking signage is to be mounted at 7'-6", verify locations prior to Installation- - All copy to be approved by client prior to fabrication. 0 Side View Stake 12•-1'-0' Typrcal: - 3I4" thick PVC Sheet M8 Painted wf vinyl messaging. 4' *Both Sides Similar THIS DOCUMENT IS A SUBSTITUTION TO ORIGINAL. BACKUP ORIGINAL CAN BE SEEN AT THE END OF THIS DOCUMENT. 2'•6' To- View Scale 1!2• -f •.0 0 Front View Scale 12'-1'.O 10' NI earing, pd mrlmn eulewl apprny g k•rvh covli4Rc e6g.Wr.e oepuh[iye week of llot.wayd 5/rwyLt York kodg. Inc erd...mynoi. %awl d.i,ele.ld whwt prior e.Aim mn.ua el klyderKwd Sdw.aev Mori Omen Int 02012 Redmond Schwartz Mark Drsyn Inc. DRAWINGFOR DESIGN INTENT ONLY. NOT INTENDED FOR CONSTRUCTION. pcN. Parking Pedestrian Directional MIS MI DESIGN DISTRICT 0 00 0 114 C•biMe $v, ck•ma.t• to f7672 90,69 i ta19 7 9ao.49i iflt • 48 0 Messaging So1. 2•.+1.40• 0 Frani View s�rc: rrr.r� *.-=J Top Yew Scale: 3• - C)Front View sc.!. . 3• - P-0- 10' THIS DOCUMENT IS A SUBSTITUTION TO ORIGINAL. BACKUP ORIGINAL CAN BE SEEN AT THE END OF THIS DOCUMENT. General Notes: 1- Ail metal edges to be eased with no sharp edges - special care for this around laser cut letters 1 numbers and accessible areas. 2.All signs, stmdures and letters need to be engineered by sign fabricator prior to shop drawing submittal and fabrication for structural �J and backing requirements to withstand local weather conditions. 3- All sizes shown are approximate and should be verged prior to final Existing wall fabrication based on construction documents and%or as built conditions surface 4. Fabricator must use Matthews Uir dear coat on painted surfaces to minimize / prevent as much as possible any noticeable fading. 5- Ali comers and edges to be eased; all welds to be ground smooth. 114" thick painted aluminum panel with raised tactile symbol, letterforms and grade 2 braille; sign fabricator to confirm sign to be ADA compliant prior to final fabrication. Panel to be flush moulted to existing wall surface with no visible fasteners; anchor studs, typical 1132• 0 Side View Srelr 3' - 1'A• AI &a0e. od.N.�tl..rna.appr0mw g 1494ia teCiwegig..i1 m! .4.kiaMd',.ui 91Wdmwd 5d4.904 r.Wlt DMg, he..1d •ae "9i 69149ed dwloud 4.49,40tpdorretI nmi.m. 9r.Mnw sawn.bM AN, me 02012 Redmond Schwartz Mark Design Inc - DRAWING FOR DESIGN INTENT ONLY. NOT INTENDED FOR CONSTRUCTION. pcP. Parking Elevator Identity Mlr MI ;JEST+: NI DISTRICT 000 Gia*. nix CA 9199? 949.492 9499 9 940.102.5210 9 ,9.4.4a4..,.r 0101 49 CJ Messaging Sunk' 2' + 1 .�j'� Front View snare- Top View Sole- 3" -1'-0' 1D" THIS DOCUMENT IS A SUBSTITUTION TO ORIGINAL. BACKUP ORIGINAL CAN BE SEEN AT THE END OF THIS DOCUMENT. General Notes: 1. All metal edges to be eased with no sharp edges - special care for this around laser cut fetters! numbers and accessible areas. 2. All signs, structures and letters need to be engineered by sign fabricator prior to shop drawing submittal and fabrication for structural and backing requirements to withstand local weather conditions. 3. All sizes shown are approximate and should be verified prior to final Existing wall fabrication based ❑n construction documents and/or as built conditions. Surface 4. Fabricator must use Matthews UV clear coat on painted surfaces to minimize / prevent as much as possible any noticeable fading. 5. All corners and edges to be eased: all welds to be ground smooth. Zna v i STAIR ' ®Front View `'F Scalas'-r. 1/4" thick painted aluminum panel with raised tactile symbol, fetterfornts and grade 2 braille; sign fabricator to confirm sign to be ADA compliant prior to final fabrication. Panal to be flush moulted to existing wall surface with no visible fasteners.; anchor studs, typical 1f4"1 1132' Side View Seale, r 1.,41. Aa&sw"n sud e_ •ppaadwg herein westitw origin./ and unputukkd 'work of Radsvd Sdnau Mak Mara ae9 aner 1^et be used aarroyw aehaat prior Muir eaucm d wedmn 1 sw.nsu nark War inc Q2012 Redmond Schwartz Mark benign Inn. DRAWING FOR DESIGN INTENT ONLY. NOT INTENDED FOR CONSTRUCTION. pcQ. Parking Stair Identity MI DESIGN. OISTRICT 000 . dodos. nor 50 M E N .{ a Messaging Sc.l2' - Front View scek: t o^-r o. WOMEN CJ Front View Sae. 3' - 10• THIS DOCUMENT IS A SUBSTITUTION TO ORIGINAL. BACKUP ORIGINAL CAN BE SEEN AT THE END OF THIS DOCUMENT. GeneraI Notes: I. AR metal edges to be eased with no sharp edges - special care for this around laser cut letters / numbers and accessible areas. 2. AEI signs, structures and letters need to be engineered by sign fabricator prior to shop drawing submittal and fabrication for structural and backing requirements to withstand local weather conditions. 3. All sexes shown are approximate and should be veilf ed prior to final fabrication based on construction documents endfor as built conditions. 4. Fabricator must use Matthews UV clear coat on painted surfaces to minimize / prevent as much as possible any noticeable fading. 5. Af corners and edges to be eased; all welds to be ground smooth. 114' thick painted aluminum panel with raised tactile symbol, letterforms and grade2 braille; sign fabricator to confirm sign to be ADA compliant prior to final fabcatinn. Papal to be flush mounted to existing wall surface with no visible fasteners; anchor studs, typical t132 r 1 0 Side View tiara: 3' • t'•e- MI;MI )ESIG N DISTRICT ce:a11,4,— I Nd9wgs and 9919.• 19ATI 1ppew.s Asa, awnwh cAi91191an0 myso13144.d.,awnrR9d-w,d 5drwei14,b oergntie .M mlynoetxwed divhstad ..Aken4 r^e+...te. came. •41,49Y.nrdsdnwn M.* 04gn Ire 0,201Z Redmond Semerw Mark Design Inc DRAWING FOR DESIGN INTENT ONLY. NOT INTENDED FOR CONSTRUCTION. pd. Parking Restroorn Identities 51 GENERAL RSM DESIGN SIGNAGE SPECIFICATIONS These general specifications addressing signage and graphic elemems within the attached package are intended for the signage fabricator, and are a supplement and subservient to the general project specifications provided by the Ownerdeveloper, or architect of record. The sign fabricator is responsible for obtaining and complying with the referenced general project specifications in addition to these signage specifications. This document has been assembled by RSM Design with the expectation that the sign fabricator will meet the following quality and performance requirements. The acceptance of these drawings by the sign fabricator constitutes agreement to comply with the following conditions. The Owner will hold the sign fabricator to these requirements as part of their contract obligations. I. INDEMNITY These signage drawings are for design purposes only and are not intended to be used for construction. Anyone who uses these designs for construction does so at their own risk. Owner, and Owner's agents, servants and employees who use these designs ("Indemnitorsl agree to indemnify and hoki RSM Design. its officers, directors, agents, servants and employees ("Indemnitees"l harmless from any and all claims, liability, cost, losses, damages, recovery and expenses Oncluding attorney's fees, court costs and expert witness fees) incurred by hidernnitee arising from any dairies involving these designs or any other work done by Indemnitee. The following package represents the signage and graphics scope as understood by RSM Design throughout the design process and at the time of issuance. RSM Design cannot be held responsible for alterations, changes, value engineering, and ether modifications made to the signage scope and fabrication methods without the inclusion of arrd consent of RSM Design prior to fabrication and installation. With the acceptance of this package by the Owner, developer, and/or architect of record, all of the designs represented in this package have been reviewed (and approved unless R5M Design is notified otherwise) by the architects of record and the client for original design intent, placement, appropriateness, and functionality. All location plans and location elevations represented in this package may not be representative of the existing built conditions. The sign fabricator is responsible for verifying all existing conditions (dimensions, backing, accessibility, electrical accessibility, other conditions) prior to fabrication and installation. Conflicts / Contradictions with Drawings or Existing Condltions The contractor should recognize and bring to RSM Design any conflicts or contradictions either in regards to these drawings or existng conditions or as they relate to other disciplines or contractors. All conflicts should be described in writing and the sign fabricator is to provide alternative solutions to resolve the conflict. All conflicts are to be resolved and any changes approved by RSM Design and client prior to sign fabncation. Roles and Responsibilities RSM Design's role on this project is for the design intent and aesthetic look of each sign and in coordination with the overall project design team. The sign fabricator is responsible for all structural, mechanical, fabrication, details of the signs (venting, waterproofing, safety. etc.), engineering of the signs construction coordination, and in tallation of all signs. The sign fabricator is responsible for meeting all local and national codes, ordinances, and laws associated with these designs and their construction documentation. Sign fabricator to inform owner, developer, general contractor, and RSM Design that the sign package has been submitted to the local governing municipality or city for review and plan check, and any variances have been approved for the signs. General Notes 1. It is the sign fabricator's and installers responsibility toy a. Coordinate all sign installations with general contractor. b. Remove all existing signs and dispose of them legally. c. Patch and repair any damage to wall surfaces and surrounding finished floor, at or adjacent to sign, includes existing damage and any damage caused by removal of existing sign. d. Remove Legal. Warning, Code Required or ADA signs only when replacement sign is to be installed; and temporary sign(s) to be provided as needed for safety measures. e. Advise RSM Design of any existing signs not accounted for in RSM Design's sign package. 2. Sign fabricator to verify all locations and conditions prior to fabrication and notify RSM Design of any changes or conflicts within the design package. 3. Sign fabricator to confir n all final sign messaging and hocations with client or general contractor prior to fabrication. RSM Design to be notified of any changes or comments. 4. Sign fabricator's shop drawings to include layout of all seams, attachments, and messaging on all signs. 5. Renderings in RSM Design's package are illustrative and conceptual in nature, measured, dimensioned drawings, and messages in this document govern. 6. All exterior signs to have appropriate water proofing and weep holes to discharge any water inside, but weep holes must contain internal light baffles to shield any light leakage. 7. Sign fabricator to detail and provide all necessary mechanical or non - mechanical ventilation for signs (exterior and interior) to keep signs from overheating or condensation building up. if vents or ventilation devices alter the design intent, RSM Design is to be notified prior to fabrication. THIS DOCUMENT IS A SUBSTITUTION TO ORIGINAL. BACKUP ORIGINAL CAN BE SEEN AT THE END OF THIS DOCUMENT. 8. Where signs will be anchored to concrete, sign fabricator to provide steel plate with epoxy set anchors (locate and avoid eristing rebar). Where signs will be located on brick, locate anchors at grout where brick occurs and tie into existing concrete. 9 Sign fabricator's shop drawings (which will be used for construction) must include and dearly document all of the following: - Internal structure - Construction details and joints - All visible attachments and material seams - Venting - Lighting details - Water proofing and water drainage - Electrical locations -Access panels - Foundation details - Engineered structural members - Material thicknesses - Color samples sprayed on actual (final) materials 10. Sign fabricator's drawings to be based off of their original documentation and drawings, and are not to be "copies" of or re- formatting of RSM Designs original design drawing. II. PERFORMANCE INFORMATION NON -DISCLOSURE AGREEMENT All ideas, designs, arrangements, and plans indicated or presented by these drawings are owned by and are the property of the Redmond Schwartz Mark Design, Inc_ (RSM Resign) and the project Owner, and were created, evolved, and developed for use on and in connection with the specified project ONLY. These designs and details cannot be used on any other project. None of such ideas, designs, arrangements or plans shall be used by or disclosed to any persons, firm, or corporation for any purpose whatsoever without the written permission of Redmond Schwartz Mark Design Inc. and the Owner. Any and all inquiries in this regard by outside parties should be referred to RSM Design. It is required that all original artwork furnished by RSM Design be returned upon completion of this fect For the purpose of this package and these specifications, the term "Contractor" shall mean sign fabricator or sign contractor and the term "sign" shall refer to any fabrication, object, or article of graphics or furniture described in these drawings and/or specifications_ The acceptance of these drawings by contracted general contractors, vendors, bidders, sign fabricators, or subcontractors and their agents constitutes agreement to a8 of the following conditions outlined in these specifications. All d000gi. awl"ohm ...old appearing Men ooreFw. original .M unpbrded nod, or Redmond SmMnne MNoaa'.Ir and wymeb. used .,dttb..a,,waa powootoo taro.& Rodor d Sehwam Mork Doak,Inc ©2012 Redmond Schwas Mark Design Inc. DRAWING FOR DESIGN INTENT ONLY. NOT INTENDED FOR CONSTRUCTION - SPECIFICATIONS 1 OF 6 MI DESIGN N DISTRICT 52 In. DESIGN INTENT AND SHOP DRAWINGS A. Details on drawings indicate a design approach for sign structures but do not necessarily include ell fabrication details required for the complete structural integrity of the signs rt shall be the responsibility of the contractor to perform the complete structural design of the signs and to incorporate all the reasonable safety factors necessary to protect the Owner, general contractor, and RSV Design against public liability. Sign fabricator also to be responsible for the detailing and inclusion of all necessary water proofing, proper ventilation devices, and internal lighting specifications in their shop drawings. B. Fabricatien and installation design: Unless otherwise directed by Owner, design to withstand severe public abuse, souvenir theft cc vandalism, but not less than equivalent of resisting simple hand implemerrts and tools (screwdrivers, knives. coins, keys, and similar items), and adult physical force for approximately 10 minutes. All Fabricated signs shall also be built to withstand normal maintenance operations used by employees/staff. C. Electrical Design: Contractor shall specify all internal and external electrical and internal lighting components to be used to illuminate sign elements. Major, large scale elements may require the involvement of a licensed lighting designer at the sole cost of the Owner. Final coordination of fixture type, tamping, quantity and locations to take place between Contractor, general contractor, and Owner, as well es selected fighting designer for suitability in attaining desired appearance and/or effect a) Actual installation of lighting fixtures not contained within the sign eler nent(s) must be performed by a licensed electrical contractor or equivalent forthe location of the project b) Sign connection to existing electrical power on site, if more than (d) feet From sign element(s), must be performed by a licensed electrical contractor. Sign fabricator to coordinate necessary electrical requirements and locations with the general contractor. c) When requested by the Owner and RSM Design, lighting mock-up(s) shall be provided using the specified fixtures or tamps, either in -shop review, or on -site evaluation, to determine the effectiveness of the desired lighting scheme and to the approval of the Owner. re If required, sign fabricator to submit calculations signed by a registered professional lighting engineer in the area or country of the project to Owner for review. e) Sign fabricator to submit certficatron of conformance to UL tor similar in the area or country of the project) requirements for sign construction. D. Resulting working drawings, shop drawings, and contract documents ncluding permit documents are the sole responsibility of the Contractor in every respect. Contractor is responsible for obtaining all permits in the area, local municipality, or country of the project's location. E. RSM Design will review the submitted shop drawings only for conformance with general design intent, and will in no way be responsible or liable for any results of construction from approved working drawings, material selection, shop drawings, contract documents or any other agreements other than agreement with the Owner authorizing these documerns. F Sign fabricator to submit shop drawings for review and approval obtained by RSM Design and Owner prior to any Fabrication begins. Should fabrication that has begun and might need to be changed prior to obte sting approval of stop drawings, sign fabricator to assume all tests associated with the changes. G. Sign fabricator to make corrections to and resubmit any shop drawings not approved. IV, QUALITY ASSURANCE A. Quality of Workmanship. The Contractor shall be responsible for the quality and delivery of all materials, and workmanship required for the execution of the contract including the materials and workmanship of any firms or individuals who act as his or her subcontractors. It is desired that the Contractor for work of this type shall have in-house, bread knowledge, diverse shop and field experience, flexibility, coordinating ability, skilled craftsmen, and physical labor es necessary as well as facilities to produce quality products. Contractor shall be responsible for providing subcontractors with complete and up-to-date drawings, speciFications, graphic schedule and other information issued by RSM Design. B. Performance. The contractor shall base his or her proposal on the performance of all services, including all items of labor, material and equipment required for the complete fabrication and installation of the specified work (and these specifications) within the time frame agreed to by Contractor, Owner, and RSM Design. C. Dimensions. Written dimensions on the drawings shall take precedence over scaled dimensions. Contractor shall verify and be responsible for all dimensions and conditions shown by these drawings as they relate to actual material sixes, existing construction and related site conditions. If there are discrepancies with dimensions or materials, it is the responsibility of the Contractor to bring it to RSM Designs attention before fabrication for any clanhcations deemed necessary. D. Sign Package Graphics Schedule. Copy, quantities and references shown on the inducted Graphics Schedule shall take precedence over drawings. Specification shall take precedence over the large-scale details. The large-scale details shall take precedence over the smaller -scale drawings. If there are discrepancies it is the responsibility of the Contractor to bring it to RSM Design's attention before fabrication for any clarifications deemed necessary. E. Execution. In the case of discrepancies, in quantities, dimensions, message, or any other related elements Contractor is to notify RSM Design before proceeding further in any operation, in order to resolve the issues in question. It is required that the Contractor not attempt to resolve the discrepancies without consulting RSM Design. THiS DOCUMENT IS A SUBSTITUTiON TO ORIGINAL. BACKUP ORIGINAL CAN SE SEEN AT THE END OF THIS DOCUMENT. F. Contractor Recommendations. The Contractor shall carefully study the detailed drawings for the various signs and make specific recommendations and changes if those changes will improve the quality of any sign. Such recommendations and changes shall be approved in writing by RSM Design or their technical representative prior to preparation of shop drawings or fabrication of any samples of signs- The Contractor is responsible for includlng industry standard details in their shop drawings, whether indicated in RSM Design's design drawings or not. .items such as proper venting (mechanical or natural), water proofing, foundations details, weep holes, access panels, etc. It is the Contractor's responsibility in the production of the shop drawings for construction to accommodate for all necessary local code required conditions and sign detailing that will promote the long life and ease of maintenance of the signs. G. Artwork. Apple Macintosh generated electronic artwork es required by the Contractor for signs, symbols. and custom designed graphic components fie. logos, logo types, arrows, or patterns) will be provided in Mac -based Adobe Illustrator CSS format eta scaled percentage of the final size. A high resolution appropriate an or graphic scan will be provided when necessary for non -vector based graphics. All required copy message layouts and text for project signage system is the responsibility of the sign Contractor, All enlarging and reducing is the responsibility of the sign Contractor Contractor shall submit an itemized list of all required artwork at time of bid prior to generating shop drawinns. Note: Any artwork required beyond electronic computer artwork noted above (i.e. additional custom copy layouts, formatting for other platforms or file types, AutoCAD files, `linotronic" output, or copying to other media, etc.) will be billed to the Contractor on a time and materials basis by RSM Design. RSM Design cannot provide copies of licensed fonts. H. UL (or similar} Compliance. Complete Underwriters Compliance (for the United States) or approved recognized testing agency (for other countries), compliance, as required. is the responsibility of the Contractor. Contractor shall provide lighting factures and electrical components that meet all UL (or similar) testing lab requirements for safety, operation, construction and are UL-labeled and listed. J. Lamp Emission. All lighting fixtureslsources shall emit a color balanced, consistent and uniform light with no browning, flickering, halting, or other uneven effect. K. Electrical Hardware. All transformers and electrical hardware shall be concealed, non -audible and non -visible to pedestrian and vehicular traffic. Provide disconnect switch as required by loci or international governing agencies. Confirm with Owner and general contractor the necessity or desirabfity of light sensor switches, day -night circuit connections, local restrictions on night tirne area lighting or other conditions that could affect the use and operation of anysign illumination. pit dw.:iarsd wrim, wF 1sppoilvg aaaMtYaigirur.nd •ash ar eedved Sdh".va Mee err'9^I,rendnth'mt Mi d d. kasodwhoo pm..rnbm vaunt nr AeernoM Sdwam MDR Derwp nc 02012 Redmond Scrmartz Murk Drrign Mc. DRAWING FOR DESIGN INTENT ONLY. NOT INTENDER FOR CONSTRUCTION. SPECIFICATIONS 2 OF 6 MUf I DESIGN DiSTRICT 0 .,e.r.r nee. ,11:1 53 L Labeling. There shall be no visible labels, manufacturer's or otherwise, code permitting, on the completed signs. if labels are required, a sample label and intended location along with an explanation of the requiremerts must be submitted for review by RSM Design and the Owner, prior to application and/or installation. No visible sign fabricator company labels or stickers are permitted. M. Stock All material, hardware, electrical components, finishes, etc. used to fabricate any and all sign components shall be NEW (not previously used or operated in any other application) and from the most recent original manufacturer's production run/supply and appropriately matched to the service conditions required of the site. N. Testing. Contractor is required to provide Owner with a copy of all testing inspection reports as may be required by local or international codes. An independent testing lab maybe hired by the Owner to do inspection and material testing. Contractor 1s not to proceed with fabrication until all unsatisfactory conditions have been corrected by the Contractor in a manner acceptable to the Owner. V. SUBMITTAL A. Shop Drawings, The Contractor shall submit a digital PDF file of detailed shop drawings; as well as two (2) sets of detailed shop drawings for each sign type, to the following; (1 set of 11' x 17" prints) to general contractor and (1 set of 11" x 17" prints) to RSM Design for review prior to the start of any fabrication. These drawings are to show and indicate all materials, finishes, construction details, lighting specifications and installation details of artwork and signage structure. This includes types and locations of all mechanical fasteners, indicated welds, attachments, joint details, internal frames, fighting details and specifications, reinforcements, support backing, ventilation (natural or mechanical), water proofing, engineering details and calculations, electrical locations, foundation details, access panels, material thicknesses, color samples (on actual matenais), and connection to support structure or mounting surface, whether shown or discussed in RSM Design's drawings or not Shop drawings and data shall be reviewed by RSM Design with such promptness es to cause no delay in the work, The Contractor shall make all corrections required by RSM Design and resubmit for final review. Shop drawings for all signs must be approved by RSM Design and the General Contractor or Owner before the start of fabrication. B. Conflicts/Contradictions w/ Drawings or Conditions. The contractor should recognize and bring to RSM any conflicts or contradictions either in regards to the drawings or as the drawings relate to other disciplines or contractors. All conflicts should be described in writing and the Contractor is to provide alternative solutions to resolve the conflict All conflicts are to be revolved and any changes approved by RSM Design and Owner prior to sign fabrication. a'd,e seed Mrs nemma wpm.; M,ra" wgYnub wiaiu1 vet r.wbMud rcAaW Rednnwd rx be cod air row wnmn comm. dR Fxend Shcen,k Mink Omar ins �r2,7i2 Redmond Sehwwrtc Mark Dn'upr ISa C. Product Data. The Contractor shall submit manufacturer's technical data and installation instructions for each type of sign and/or fixture required as will be provide in the completed, installed sign unit. identification of all materials used, by manufacturer's descriptive literature, control number, name, code number, batch and formula when available shall be provided by the Contractor All materials used and specified are the responsibility of the Contractor. Any materials indicated or specked in RSM Design's drawings must be approved of by the Contractor for avadabitty, warranty, appropriateness, compatibility with other materials, etc. If Contractor has any concerns about any materials suggested or specified by RSM Design in their design intent drawings, Contractor to inform RSM Design in writing prior to fabrication or take on full responsibility for use of specified material. D. Specific Samples and Mock-ups The Contractor shall submit two (2) samples and/or prototypes as specified within the drawings, minimum size S.S"x 11" or as requested by RSM Design of each color and finish an the specified materials and/ or accessories required for signs Samples must be submitted to RSM Design in a time frame allowable for review of colts texture and aesthetic compatibility to any existing adjacent materials prior to fabrication. It is strongly encourages that all color and material samples be submitted to RSM Design when shop drawings are submitted for review_ Compliance with all other requirements is tho exclusive responsibility of the Contractor. When specified, furnish full-size samples of sign materials Contractor to resubmit all samples and mock-ups as requested until ail RSM Design, general contractor, and Owner specifications are met and approved. Ad project mock-ups need to be approved prior to fabrication of all final signs. E Structure. Installation, engineered internal structure, engineered mounting assemblies and engineered foundations are by Contractor and are to adhere to design intent of RSM Design, if specified. Contractor to coordinate and provide architect of record and general contractor with drawings indicating placement and structural requirements for architectural backing, Contractor shall submit two (2) sets of prints and one digital set of comprehensive engineenng drawings to RSM Design incorporating an adequate foundation and/or mounting structure for all sign components to meet all load and wind requirements and given site conditions. The Contractor shall, at his or her expense, submit to general contractor for distribution and review, calculations, sealed by certified engineers registered in the state or country of final installation, for all structural members induding foundations. F, Custom Fabricated Items. The Contractor is to submit shop drawings of all custom fabricated items and specifications on all standard pre -manufactured items. G. Electrical Requirements. The Contractor shall provide, within 30 days of the award of contract, the spec tic electrical requirements to the Owner and/or general contractor: DRAWING FOR DESIGN INTENT ONLY. NOT INTENDED FOR CONSTRLC11ON. TH15 DOCUMENT IS A SUBSTITUTION TO ORIGINAL. BACKUP ORIGINAL CAN BE SEEN AT THE END OF THIS DOCUMENT. H. Light Service. The Contractor shall provide the general contractor or Owner with complete lighting or LED replacement information, brand, type, wattage, color, etc., for all lighted components. This information shall be in a digital format and shall indicate at least one local area (site) supplier. J. Special Conditions. The Contractor shalt provide RSM Design and the Owner with specifications and recommendations to provide a rragnetic force field around all signs that will protect the signs from all damage. Please email RSM Design upon receipt of and acknowledgement of this "Special Condition" so that RSM Design can remove it from the final bid / award package. Thank you. K. Maintenance. The Contractor shall provide the Owner with complete finish/component care instructions as specified by the manufacturer for on -going sign cleaning and maintenance. Three (3} sets are to be submitted. Contractor to provide Owner with one (1) gallon or one CO liter (unopened and clearly marked) of each paint color/finish used on the project. L Copy / Text / Massaging Layouts. The Contractor shall provide the Owner full size black and white copy layouts required for all signs and all copy prior to fabrication. Layouts must be submitted to the Owner and/or RSM Design in a time frame allowable for review, multiple adjustments arid approval without delay to the project. Final copy of all signs, including size and fonts used to be reviewed and approved by Owner prior to final fabrication. RSM Design is not responsible for correct adherence to code, copy information or location of signs. Cary, County, State, or Country sign requirements supersede information shown in the RSM Design sign designs VI. FINISHES A Colors and Surface Textures_ All colors shall match exactly the color and finish specifications provided by RSM Design. Exercise care to assure that finished surfaces are unblemished in the completed work. For exposed signage, materials with applied colors or other characteristics related to appearance, Contractor shall provide color matches indicated, or if not indicated, as selected and reviewed by RSM Design. 6_ Surface Preparation. All surfaces shall be thoroughly cleaned and free from dust, dirt, rust, scale, mill scale, oil, greasy materials or residue from cleaning. All structural metals shall be cleaned by sandblasting. Fs'apt as indicated or directed otherwise, finish all surfaces smooth. All coatings shall be applied in strict accordance with the manufacturer's recommendations. Al paint products shall conform to local codes. All finished pieces shall present a uniform opaque color appearance unless specifically indicated otherwise by RSM Design. SPECIFICATIONS 3 OF 6 MU. MI DESIGN DISTRICT C. Painted Rnish. 1. Ferrous Surfaces Thing Matthews paint products (or similar quality), finish with 1 coat 74-734 & 74-735 Metal Pretreat 0 .25 mils OFT, 1 coat Matthews Acrylic Polyurethane 1 mil Oft. (min.). Observe designees specification regarding specularity (matte to gloss). If Matthews paints are not available, Contractor to use similar and submit to RSM Design for approval prior to fabrication. 2. Aluminum Using Matthews paint products finish (or similar quality), with 1 coat 74-734 / 74- 735 Metal Pretreat 0 25 mils OFT or 1 coat 74 793 Spray Bond a .15 to 25 mils OFT and 1 coat Matthews Acrylic Polyurethane 1 mil OFT (min)- Matthews paints are riot available, Contractor to use similar and submit to RSM Design for approval prior to fabrication. 3. Bright Metals Match finish (polished, satin, brushed, etc.) detailed on drawing. If specified, coat with a non -yellowing polyurethane dear coat. 4. Plastic Surfaces All plastic to be paint finished according to paint rnanufactarer's specifications. D. Application. All applications of color coatings are to be equal and of consistent cover with no "streaking", "spotting", "gradation' or other variations within and from each similar application. E. Ultra-Violet/Fading Protection. Contractor shall utilize materials, coatings and processes to minimize as much as possible any noticeable fading of pigmented coatings. F, Neon Returns_ All exposed neon returns and double backs are to be opaque with a top coat to match the field area immediately behind that neon unless otherwise specified. VII. MATERIALS A. Acrylic / Color Translucent Sheet. Where sheet material is indicated es a "color," provide color translucent sheet of density required to produce uniform brightness without halo-like effect. Material provided shall be appropriately matched to the intended permanent field conditions. Niter Where translucent material is called out as 'cast', 'formed' or 'molded' resin, acrylic or polyearbonate (Le. 'Leon', Tuffac. , etc), the Contractor shall research and specify the optimum material and fabrication method for the desired finish and/or effect. Contractor shall provide samples of such materials as indicated on RSM drawings. B. Acrylic/Transparent Sheet. Where sheet material is indicated as "clear" provide colorless sheet in gloss finish, with light transmittance of 92% where tested in accordance with the requirements of ASTM D-1103 (or similar local or country standards). C. Aluminum Sheet. Provide aluminum sheet of alloy and temper recommended by the aluminum producer or finisher for the type of use arid finish indicated and with no less than the strength and durability properties specified in ASTM B-109 for 5005-H15 (or similar local or country standards). D. Aluminum Extrusion. Provide aluminum extrusion of alloy and temper recommended by the aluminum producer or finisher for the type of use and finish indicated and with not less than the strength artd durability properties specified is ASTM If- 221 for 6063-T5 (or similar local or country standards). E. Structural Steel. Contractor to coordinate with. Architect of Record all internal structural steel support as required, to meet the requirements of the permanent installation. Contractor to provide architect of record and general contractor with drawings indicating placement and structural requirements for architectural backing. F. Fasteners. Unless otherwise indicated, provide concealed fasteners fabricated from metals that are non -corrosive to either the signage materials or the mounting surface. Where screw -heads are necessarily visible, they shall be Indicated on all shop drawings, be a flush mounted "alien -head" attachment, and be 'painted out' to match the adjacent surface. G. Electrical/Lamps. Provide new electrical components and respective lamps, so as to be easily repaired or replaced from local available stock (24 hr. max. turn- around). H. Vinyl Machine -Cut Copy. Vinyl machine -cut copy shall be of 3M Scotchcal brand film or other quality product with provable identical performance specifications and warranty conditions. Any vinyl other then 3M must be submitted to RSM Design for review and approval prior to fabrication. J. Paint. Paint shall be manufacturer's highest grade for best ultraviolet light resistance, weather -ability and overall longevity of finish and color. Paint shall have a written warranty against premature fading and be approved by RSM Design prior to construction. Pnorto closeout, Contractor shall turn over to Owner (3) copies of complete paint schedule indicating colors used on each sign type. THIS DOCUMENT IS A SUBSTITUTION TO ORIGINAL. BACKUP ORIGINAL CAN BE SEEN AT THE END OF THIS DOCUMENT. J. Engineering and Wind Loads. Signs should be detailed and engineered by selected sign Contractor to withstand severe wind loads in potential hunicane or wind storm conditions; engineering should comply with local sign and building code requirements and calculations and drawing should be submitted with shop drawings for review. Vilf. FABRICATION Intent of Specifications: It is intended that all finished work be of highest quality to pass eye -level examination and scrutiny by RSM Design and the Owner_ Contractor to be responsible for all signage engineering; as such Contractor is to assume responsibility for coordinating with the various team members (including general contractor, lead architect of record, landscape architect, and RSM Design} all final locations of sign types, as well as necessary footings and foundations and blocking as may be necessary within walls. Contractor is responsible for coordinating with general contractor all electrical power requirements and connections to all applicable sign locations. A Copy Application. All sign copy shall be crisp, sharp, dean, and free from 'ticks,' discontinuous curves, line waver, and similar type of imperfections. 1. Sign copy to comply with the requirements indicated for size, proportion, style, spacing, content, position, material, finish and color of letters, numbers, symbols and other graphic devices. 2. Al! letter forms shall be aliened so as to maintain a baseline parallel to the sign format, with margins and layout as indicated on design drawings and approved shop drawings. 3. Silk-screening copy; Finish sheen of copy to match sheen of copy panel background (gloss, semi -gloss, or sheens between). Edges of letters shall be straight and comers sharp. Surfaces of letters shall be uniform in color, finish and Tree from pinholes and other imperfections.. 4. Routed copy Cutting and routing shall be done in such manner that edges and comers of finished letter fomts shall be sharp and true. Letter forms with nicked, cut, ragged, rounded (positive or negative) comers, and similar disfigurements will not be acceptable_ Letter forms shall be aligned so as to maintain a base line parallel to the sign format, with margins and layout es indicated on RSM Design's design drawings and approved shop drawings. Vertical strokes shall be plumb. Mechanically fasten center of letters to acrylic plastic as required. B. Illumination. illuminate units in the manner indicated using the manufacturers standard lighting components including fluorescent, incandescent, LED, or neon, fixtures, transformers, insulators and other components. Make provision for servicing and for concealed connection to the building system. Coordinate the electrical components of signs with those of the power supply provided. Pi d...qr rod. W,.. teamed aF{wakq kit.". coeemsr e'W+'aa ad yrepese1.6..a.Aar W.Ad Sd....e. Mak Dana. Ma ..d.,y nit be 0•0.0...1.4d.eer aa"rrt i Red.xan'J Selo aria MakO ' 02012 Redmond Schwartz Mark Design Ins. DRAWING FOR DESIGN INTENT ONLY. NOT INTENDED FOR CONSTRUCTION. SPECIFICATIONS 4 OF 6 ML/ MI DESIGN tNST �lICT rr.rwk......, ra ea- CA Nt,di} 4r •" ' liAit load 55 C. Signage / Cabinet. 1. Details shown on the drawing shall be followed for exterior appearance only. Structural design shall utilize unitized, self supportive framing. Fabricate cebinet, exposed faces and graphic devices to size and style indicated and produce surfaces free from oil canning, warping, distortion or any irregularities or inconsistencies. Include internal bracing for stability and attachment of mounting accessories as required. 2. Contractor may change interior construction shown on these details to conform with their shop practices and industry standards. However, these changes must be submitted as part of the shop drawings and be reviewed by RSM Design prior to fabrication. 3. Construct all work to eliminate burrs, cutting edges and sharp corners. 4. Qualifications: Welding must be performed by operators who are currently qualified by tests as preecribed in AWS D1.1, D1.2, or D1.3 (or similar), as applicable, and/or certified by a recognized building or code authority. Submit qualifying data and certification to Developer for approval_ Welding must conform to the acceptable requirement of AWS D1,1, D1.2, and 131.3 and MPS 11-0099 (or similar in country of project). 5. Parts indicated to be turned must be accurately machined worked from solid stock to dimensions indicted or on approved shop drawings. Finished surfaces to be polished smooth unless otherwise indicated or directed by Developer, free of any visible pits, voids, or similar defects. f,. Make all signs tight fitting, between parts and sections, and with adjacent surfaces. Unless indicated otherwise, non -welded joints between various portions of signs must be weatherproof (for exterior signs) and have tight, hairline -type appearance, without gaps (varying or otherwise) Provide sufficient fastenings to preclude looseness, racking, or similar movement 7. Conform with manufacturer's recommended fabricating procedures regarding fastening, restraining. expansion and contraction of dissimilar materials. 8. Isolate dissimilar materials. Exercise particular tare to isolate non ferrous metals from ferrous metals, including fasteners. 9. Metal thickness: Provide metal thicknesses most appropriate for the fabrication conditions. These must all be called out in the shop drawings. RSM Design to be advised of any changes to specified dimensions. 10. it is the responsibility of the contractor to schedule reviews of signs in production with Owner for approval. Review meetings are to be scheduled et the convenience of the Owner. 11. All non -painted exposed metal to be stainless steel unless otherwise specified. 12. Sign to be assembled and mounted so as to provide reasonable ease of access and replacement of all components. ie: use conforming, accessible, but not visible fasteners where possible. 13. Should any substitutions of materials be suggested by the Contractor From what is specified in the design drawings, RSM Design and the Owner must be notified prior to and approved prior to fabrication. 14. Contractor responsible for the integration of all proper sign ventilation (natural or mechanical) to prevent overheating and condensation build up, and these details should be shown an the shop drawings and approved prior to fabrication. D. Fastenings. 1. Fasteners on sign -face surface shall not be exposed, except where specifically noted. 2. Sign -face surfaces shall not be penetrated during fabription or installation of signs, except where specifically noted. 3. Sign -face surface shall not be deformed, distorted, or discolored by attachment of concealed fasteners. 4. All fasteners shall be resistant to oxidation or other corrosive action completely through their cross sections. 5. Work shall be secured with fasteners of the same metal, color and finish as the components they secure where they are exposed to view. E Neon / Lamps. All exposed neon if used shall be installed in such a manner as to minimize double backs, exposed wires, etc. All exposed neon shall appear as a continuous line (4'0" min. seamless runs) of light with no irregularities from section to section. Contractor shall coordinate with RSM Design to select exact color of neon and/or lamps prior to fabiratron. Contractor is responsible for referencing and following local code constraints. F. Mock -Ups 1. Mock -Ups of specific sign(s) may be requested by RSM Design as part of the final Design Intent Documents. The cost of Mock -Ups will be a part of fabricators bid. 2. Mods -Ups will be specified in drawings as two or three dimensional, as well as being operational or not. 3. Mock -Ups will be specified in drawings for in -shop or on -site review, and coordinated with Owner and all interested parties. 4. Mock -Ups will be reviewed and signed off by Owner, RSM Design. and interested parties prior to fabrication and installation. 5. Contractor to resubmit all samples and mode -ups as requested until all RSM Design, general contractor, and. Owner specifications are met and approved THIS DOCUMENT IS A SUBSTITUTION TO ORIGINAL. BACKUP ORIGINAL CAN BE SEEN AT THE END OF THIS DOCUMENT. G. Aluminum Sheet. Not less than 0.125" (or equivalent metric measurement) thick unless noted otherwise fabricate by the HELIARC or MIG welded, filled and ground smooth, unless the seam occurs along a color break. Then a clean butt joint with concealed backing channel and plug weld is acceptable upon receipt of RSM Design approved sample to match surrounding material finish. All binds, curves and folds to be geometrically correct and produced by a consistent mechanical method unless approved otherwise by RSM Design. H. Jointing and Brake Forming. All sheet metal shall have brake formed edges with radi riot greater than sheet thickness unless otherwise specified. Adjacent stock shall have edges with similar radii. J. Welding. All exposed welds are to be ground smooth to match surface of adjacent material. GC LARGE FORMAT COMPUTER OUTPUT High -resolution large format computer output to comply with the following: 1. Minimum resolution 200 dpi. 2. Process: 3M SCOTCHPRINT (or approved equal). 3. Substrate: Opaque or Translucent Scotchcal film for approved equal). 4_ Finish: 2 mil matte overlaminate. 5. Input Electronic art es specified to be provided by RSM Desrgr 6. Warranty 5year minimum X. INSTALLATION A Contractor shall be responsible for determining the erection and dismantling of en barricade or protective coverings necessary to safeguard the public and property during the performance and duration of his or her work. B. Contractor shall attadi signs to substrates in accordance with the structural engineer's and the manufacturers instructions unless otherwise shown. Install level, plumb and at proper height. Repair or replace damaged units as directed by and to the approval of Owner or RSM Design. C. Installation of all signage items shall be by the Contractor. Installation includes provision of any required footing, to be reviewed by RSM Design, all anchor bolts, fastenings, attachment metals, and other miscellaneous metal items embedded in concrete or building wall material as required, and security of sign units in place with no visible fasteners. All da..:ngs met mdimn nurm,sl appaar.g.r.Wn cactimea o.�gnd a.d mpubFMC cox ad inch. xl %dim.ee Mark a.,ig. rn. cod n ra. brwacd ee coif__d aaha,r prkie written more.. Of ratOapeelSchawriz M,n Da.*' I•e Ct2012 rtedmar+d Schwartz Mork Ocsgr, [M. DRAWING FOR DESIGN INTENT ONLY, NOT {NTENDED FOR CON!TRUc7nON. SPECIFICATIONS 5 OF 6 Mb' MI DESIGN DISTRICT 1 TRI z W �f++�aniyn.�nr 56 D. The Contractor shall provide required electrical equipment and connection to shell building. The point of connection is to be provided by the general contractor. All electrical connections shall be made by a licensed electrician employed by the Contractor for this purpose. All connections shall be made in accordance with the requirements of the National Electrical Code, NEC (or similar code in country of project) in addition to al appiicable local codes. Electrical contractor shall provide and install all wiring, conduit, junction boxes and electrical devices necessary to provide electrical power to rough in connections unless otherwise noted. Contractor shall provide concealed neon transformers and all electrical connections beyond rough -in connections by electrical contractor, according to NEC approved methods. E. Contractor shall be responsible for matching sign service available on site to the requirements of the sign, inekeling transformers. F. All necessary signage components as well as the entire signage assembly are to be UL listed, or by approved nationally recognized testing lab in country of project. 0, Contractor is responsible for compliance with all applicable environmental regulations. H. Contractor is responsible for oompliance with all OSHA regulations (cc similar regulations in country of project) J. Contractor must coordinate installation with general contractor so that overall project schedule is not impacted_ K. Contractor is responsible for determining site wind load requirements and insuring that all signs comply. XI. CLEANING / PROTECTION AND WARRANTIES A. All items to be installed by the Contractor shall be left in a dean condition. Upon completion of the installation of each sign, dean all soiled sign surfaces and "touch up" as directed by Owner or RSM Design in accordance with the manufacturer's instructions. All debris and packing material shall be removed and dsposed of in a legal manner. The protective masking of the plastic surfaces shall be removed by the Contractor upon completion of installation. All excavation and site work shall be returned to its original grade configuration after contract items are installed. B. Finish Surfaces. Sign units shall be warranted in writing by the Contractor for a period of no less than one year from the date of Owner acceptance. All finishes are to be warranted for 3 years from the date of Owner acceptance. There shall be; 1. No delaminatian of any parts of the sign or of lettering from the sign face. 2. No cupping, warping or dishing in excess of the requirements stipulated in the specifications. 3. No bubbling, craning, chalking, rusting or other disintegration of the sign face, messages or edge finish of the panels. 4. No corrosion developing beneath the paint surface of the support systems, except as the result of obvious vandalism, 5. No corrosion of the fasteners. 6. No movement of signs from their foundations_ The signs must remain true and plumb on their foundations. except when the sign has sustained obvious post -installation external damage. 7. No fading of the colors when matched against a sample of the original color and material. 8. No variation of any other performance specified by RSM Design on the drawings or in the specifications. C. Structure/Components 1. Contractor shall provide Owner with three (3) copies of the written warranty prior to installation, guaranteeing to correct, to Owner's satisfadion, at Contractor's sole expense, all defects in fabrication, faulty materials, workmanship, design, and installation of signage work far a period of one year after completed installation of signage work. 2. Fading, cracking, warping, peeling, delaminating. rusting, corroding, and structural failure, including distortion by whatever cause, shall be construed as failure because of faulty materials and worltrnanship. 3. Failures during warranty period shall be repaired or replaced to satisfaction of Owner. D. External Lamps. All lamps shall be warranted against failure for 90 days, all LED and neon three (3) years and all ballast one (1) year. Lamps and LEDs are to be replaced within 48 hours of notice by Owner, in the event of failure within specified time. These items are to be replaced by Contractor at Contractor's sole expense. E. Contractor shall have total and complete responsibility for the security of all equipment, matena Is, and sign components until reviewed and accepted by the Owner XII. PERMITS A. Securing and paying for all permits required by local governmental agencies is the responsibility of the Contractor. Inspections and tests necessary for the construction and placement of at work required by the applicable governing agencies is by the Contractor 8. Contractor shall secure and pay for all insurance required by law including but not limited to Liability, Workers Compensation, Comprehensible Construction Liability, Personal Injury, Comprehensible Auto and Property on -and off -sites. Contractor shall check insurance requirements for terminology and coordinate insurance requirements with project general specifications. Insurance requirements should be checked for terminology and coordinated with general specifications. C. Contractor shall not reveal or disseminate any information to any persorra(s), private or public, other than RSM Design, Owner, or contractor's personnel as necessary to execute the contract without first contacting the Owner for permission. THIS DOCUMENT IS A SUBSTITUTION TO ORIGINAL. BACKUP ORIGINAL CAN BE SEEN AT THE END OF THIS DOCUMENT. XIII. CODE REQUIREMENTS All Signs Must Comply With ADA Guidelines (in the United States) andfor County/City/Fire Marshall Code Requirements A Contractor to provide copy proofed Grade Two Braille to ADA specifications for permanent n.srr signs for projects within the United States, Type and symbols to be raised a minimum of 1)32". B. Signs must be mounted SO" for metric equivalent} from finish floor to center of sign on latch side of the door where applicable. C. Characters and background on ADA signage shall be eggshell, matte or other non -glare finish for projects within the United States. D. Centractar to provide copy of approved city or county fire marshal drawing sets of all applicable signage. E. Contractor responsible for all signs complying with all applicable codes for specified region. XIV. BID NOTES Original fabrication quotes shall be sent directly to the Owner with copies of all pricing information to be sent simultaneously to RSM Design and general contractor. Pricing shall be submitted in accordance with the bid documents. Bidding contractors are required to dearly indicate in writing within their bid the method of construction anticipated, the materials to be used, and any exclusions or exceptions to the bid documents, XV. COORDINATION All foundations, electrical plans, specialty lighting, LED, digital sign components to be coordinated by Contractor. All wiring, fixtures, anchoring, foundations to be by Contractor, XVI. ACCEPTANCE OF SPECIFICATIONS Contractor has read and understands the above specifications and agrees to the terms outlined above. I hereby acknowledge that live have read, understand, and accept responsibility for compliance with the provisions set forth within these specifications and will comply with all specifications. Contractor Signature: Date; MI arming, wd..aio..ae•Gr mpoomig ne,r• ewwiwn 0,fra.,d arpabieled Waal er Red. a.1$da ode Mark Oen, Mc e,d ft., .w.br wad erdtele.ad WAw.t polar wdtedo. mn,eM er ae lead Schoen Phh neap, Inc C2012 Redmond Schwartz Mark Design Me. DRAWING FOR DESIGN INTENT ONLY NOT INTENDED FOR CONSTRUCTION. SPECIFICATIONS 6 OF 6 Mir' MI DESIGN DISTRICT i�►'��*7I�1 121 1 Q 00 Mryg tNrilly ,.. e M tr+rr SOW .it. gill In 731.11 57 THIS DOCUMENT IS A SUBSTITUTION TO ORIGINAL. BACKUP ORIGINAL CAN BE SEEN AT THE END OF THIS DOCUMENT. Preliminary Lighting Control Intent Palm Court, Miami Design District Miami, Florida 3529 3529-C1-001 Revision 00 13/04/ 12 1,0 Introduction This document is a preliminary statement of intent setting cut the lighting effects that will be provided by a control system for the architectural and landscape lighting, which is contained within the Speirs + Major's agreed scope of works and includes the following areas of the project: Street Lighting • 1st, 2nd, 38th and 39th Street and adjacent public realm Palm Court • Garage • Public Realm (First, Buena Vista and Second Floor Levels) • Roof Gardens • Selected non -retail Facades • Public Toilets Other areas may be added to the system's scope as the design develops. The design of the following are not included within the Speirs + Major scope: • Security lighting • Emergency fighting This document should be read in conjunction with all other S+M Design Development documentation including but not limited to the lighting arrangement drawings 3529-LA- 001-026, Preliminary Lighting Equipment Schedule 3529-LC-001 and the Preliminary Logical Control Channel Schedule 3529-CS-002. 2.0 Street Lighting (19% 2"a, 38th and 39`h Street and adjacent public realm) It is the intent that the street lighting is to be controlled via an astronomical time clock to switch on one half hour after sunset and off one half hour before sunrise. Page 1 of 2 CD 2011 Spell's and Major Associates These times can be adjusted to match the city's current normal practice. The intent is to utilise LEDs for the street lighting - this technology offers the opportunity for dimming late at night so as to reduce energy consumption and running costs as well as to provide the opportunity to control the intensity of the street lighting during special events. Should this be acceptable to the City then this can be incorporated into the detailed design package of work. London: Tel +44 (0)20 7067 4700 Fax +44 (0)20 7067 4701 Edinburgh: Ter +44 (0)131 226 4474 Fax +44 (0)131 220 5331 wwwspei rsandmajor, com z 0 z 2in cc z craw < = w z m z z w w o ac m v fl z u DOCUMENT. Preliminary Lighting Control Intent Palm Court, Miami Design District Miami, Florida 3529 3529-CI-001 Revision 00 13/04/12 3.0 Palm Court THIS DOCUMENT 15 A SUBSTITUTION TO ORIGINAL. BACKUP ORIGINAL CAN BE SEEN AT THE END OF THIS DOCUMENT. The intent is to utilise the lighting control system to trigger a series of lighting scenes depending on time of day, weather conditions and special event requirements. On an average day the lighting will come on to a standard scene in response to sunset or low sunlight levels to ensure that the public realm is a safe and pleasant environment. The toilets lighting will remain on during the duration of the opening of the centre. The garage lighting will remain on during the duration of the opening of the centre. For special events certain elements of circulation, the escalators and the roof terraces for exarnple, will coordinate with the event requirements, This will link with the event space and the temporary event space lighting. The majority of the public realm lighting will remain on until one half hour before sunrise. At an agreed hour, perhaps 3am, all non -required lighting will switch off to reduce energy consumption and running costs. 4.0 Control Performance Specification A performance Specification will be prepared for the control system during detailed design. London: Tel +44 (0)20 7067 4700 Fax +44 (0)20 7067 4701 Page 2 of 2 Edinburgh: Tel +44 (0)131 226 4474 Fax +44 (0)131 220 5331 2011 Speirs and Major Associates www.speirsandmejor.com Lighting Control System Performance Specification Palm Court, Miami Design District Miami, Florida 3529 3529-CP-001 Revision 00 29/08/2012 Table of Contents 1.0 Scope of Lighting Control System 2.0 Outline Description of lighting Control System 2.1 Functional Approach 2.2 Devices to be Controlled 2.2.1 Lamp and Gear Types 2.2.2 Controlled Power Requirements 2.2.3 Control Data Requirements 2.3 User Interfaces 2.3.1 Touchscreens 2.4 Automation 2.4.1 Time and Date Operations 2.4.2 Daylight Monitoring 3.0 Hardware Performance 3.1 Technical Standards 3.2 Electricity Supply 3.3 Operating Environment 3.4 Physical Characteristics 3.5 Electrical 1 Electronic Characteristics 3.5.1 Power Dimming Units 3.5.2 Current Sinking 1-10v Dimming Units 3.5.3 Sensors 3.5.3.1 Daylight Sensors 3,55.4 Touchscreens 4.0 Software Performance 4.1 Embedded software 4.2 Configuration and Programming Software 4.3 Logical Grouping 4.3.1 Scene Setting and Recall 4.3.2 Daylight Processing 4.3.3 Touchscreen Configuration 5.0 Deliverables 5.1 Quotation 5.2 Drawings and Documentation 5.3 Equipment 5.4 Manuals 6.0 Commissioning and Programming 6.1 Contractor Support and Commissioning 6,2 Designer Support and Programming 6.3 Alter -Sales Support 7.0 Preferred Suppliers London. Tel +44 (0)20 7067 4700 Fax +44 (0)20 7067 4701 Pagel of 9 Edinburgh: Tel +44 (0)131 226 4474 Fax +44 (0)131 220 5331 2012 Spoirs and Major Associates www.spairsandmajor.com THIS DOCUMENT 15 A SUBSTITUTION TO ORIGINAL. BACKUP ORIGINAL CAN BE SEEN AT THE END OF THIS DOCUMENT. Lighting Control System Performance Specification Palm Court, Miami Design District Miami, Florida 3529 3529-CP-001 Revision 00 29/06/2012 THIS DOCUMENT IS A SUBSTtTUT1ON TO ORIGINAL. BACKUP ORIGINAL CAN BE SEEN AT THE END OF THIS DOCU M ENT. 1.0 Scope of Lighting Control System The Lighting Control System is to provide automated control of all front -of -house lighting which is contained within the Speirs + Major's agreed scope of work and includes the following areas of the project: Street Lighting • 1st, 2nd, 38th and 39th Street and adjacent public realm Palm Court • Garage • Public Realm (First, Buena Vista and Second Floor Levels) • Roof Gardens • Selected non -retail Facades • Public Toilets Other areas may be added to the system's scope as the design develops. The design of the following are not included within the Speirs + Major scope: • Back of house lighting • Security lighting • Emergency lighting This document should be read in conjunction with a!I other Speirs +Major documentation including, but not limited to, the Lighting arrangement drawings 3529-LA-001 102, lighting detail drawings 3529-LD-050 •080, Lighting Equipment Specification Street Lighting 3529-LP-001, the Lighting Equipment Specification - Public Realm 3529-LP-002, the Preliminary Logical Control Channel Scheduie - Public Realm 3529-CS-001 and Preliminary Logical Control Channei Schedule - Street Lighting 3529-CS-002. 2.0 Outline Description of Lighting Control System 2.1 Functional Approach The Lighting Control System for the project must deliver control to various lighting loads In various areas, both by means of controlled power and by digital controi signalling. These loads and their control methods are described in section 2.2. The operation of the system is based around the established concept of "Scene Setting", with scenes recalled as required by a number of inputs and criteria. Detailed requirements for scene -setting, sequences and recall functionality are described in section 4.3. Inputs include automated timeclock operations, local and central wall -mounted control panels, local and central touchscreens, daylight monitoring sensors, PIR sensors, and serial data or volt -free contact interfaces to other systems. Detailed requirements for input devices are described in sections 2.3, and 2,4, The system should allow for the grouping of physical circuits into logical channels/zones, and for the grouping of logical channels/zones into logical areas/rooms. Detailed requirements for grouping and area definition are described in section 4.3. The equipment used to deliver this control should be capable of distributed installation around the building, with units interconnected by data wiring to form a single large system. Landon: Tel +44 (0)20 7067 4700 Fare +44 (0)20 7067 4701 Page 2 of 9 Edinburgh: Tel +44 (0)131 226 4474 Fax +44 (0)131 220 5331 0 2012 Speirs and Major Associates www.speirsandrnajor.com Lighting Control System. Performance Specification Palm Court, Miami Design District Miami, Florida 3529 3529-CP-001 Revision 00 29/06/2012 THIS DOCUMENT IS A SUBSTITUTION TO ORIGINAL. BACKUP ORIGINAL CAN BE SEEN AT THE END OF THIS DOCUMENT. The loss of any single piece of equipment or single interconnection should not cause the entire system to cease functioning - loss of functionality should be restricted to local devices directly connected to the failed equipment. The system should not require a "head -end" PC workstation. All logical groups, lighting scenes, control panel functions, etc should be configurable through a laptop -based software package. Detailed requirements are described in section 4.3. 2,2 Devices to be Controlled 2.2.1 Light Sources The following light sources are to be installed on the project and must be controlled: • Low -Voltage <=24V (Tungsten Halogen/Xenon) with electronic transformer • Linear Fluorescent with electronic ballast • Light Emitting Diode with electronic driver Refer Speirs + Major Lighting Equipment Specification for details of all luminaires. 2.2.2 Controlled Power Requirements The following forms of power control must be delivered to some of the loads above: • Switched power • Dimmed power by leading edge phase control • Dimmed power by trailing edge phase control • Dimmed power by sine -wave control Refer Speirs + Major Logical Control Channel Schedule for details of each channel. 2.2.3 Control Data Requirements The following forms of control data must be delivered to some of the loads above: • 0-10v analogue signal Refer Speirs + Major Logical Control Channel Schedule for details of each channel. 2.3 User Interfaces The following user interfaces will be required: 2.3.1 Touchscreens Wall / console recessed touch -screens must be provided, offering the following London: Tel +44 (oj20 7067 4700 Fax +44 (0)20 7067 4701 Page 3 of 9 Edinburgh: Tel +44 00)131 226 4474 Fax +44 (0)131 220 5331 0 2012 Speirs and Major Associates www.speirsandrnelor.cam Lighting Control System Performance Specification Palm Court, Miami Design District Miami, Florida 3529 3529-CP-001 Revision 00 29/06/2012 features; THIS DOCUMENT IS A SUBSTITUTION TO ORIGINAL. BACKUP ORIGINAL CAN BE SEEN AT THE END OF THIS DOCU MENT. • A touch -sensitive control surface of at least 320 pixels by 240 pixels, capable of actuation by normal finger pressure. • Flexible configuration of virtual buttons and their functions, including scripting of several actions in a sequence. • Capability to use custom artwork. ▪ Support for multiple "pages" of artwork, information and buttons. A minimum of 64 pages must be supported. • Password functions to allow the controlled access to advanced functions. • Integral time and date clock, incorporating automatic adjustment for daylight saving time. It is anticipated that a touch -screen will be required in the following locations: • Control Room 2.4 Automation 2.4.1 Time and Date Operations The system must provide time and date functions, including astronomical timeclock, through a dedicated time -clock unit or through functionality provided in a touch -screen or other system component, This component shall be capable of automatically recalling any given scene in any given area at any given time, with differentiation between different days of the week. it should also be possible for the end user to suspend timed operations by manual override. The component shall automatically adjust for daylight saving time according to EU directive 2000/84/EC, 2.4.2 Daylight Monitoring The supplier shall provide sensors and interfaces to allow for the recall of lighting scenes and sequences in response to changes in external daylight levels. More detail is given In section 3.5.3. 3.0 Hardware Performance 3.1 Technical Standards All items of equipment shall conform to the relevant local and national standards, comply with the relevant ANSI and Ut requirements and shall be manufactured and installed in accordance with the latest edition of the National Electrical Code wiring regulation standards and/or relevant local regulations, whichever take precedent. 3.2 Electricity Supply All mains voltage equipment shall be suitable for operation on a 120/270v single/3-phase 50Hz supply (as appropriate) and shall be capable of operating normally on phase voltages between 200v and 250v. All extra love voltage equipment will operate on a maximum of 24v dc, 3.3 Operating Environment Landon: Tel +44 (0]20 7067 4700 Fax +44 (0)20 7067 4701 Page 4 of 9 Edinburgh: Tel +44 (0)131 226 4474 Fax +44 (0)131 220 5331 12012 Speirs and Major Associates www.speirsandrnajor.corn Lighting Control System Performance Specification Palm Court, Miami Design District Miami, Honda 3529 3529-CP-001 Revision 00 29/06/2012 THIS DOCUMENT IS A SUBSTITUTION TO ORIGINAL. BACKUP ORIGINAL CAN BE SEEN AT THE END OF THIS DOCUMENT. All items shall be suitable for operation in ambient temperatures up to 100 degrees F with no degradation In performance. No cooling fans should be required within equipment housings, and any forms of noise should be minimal. 3.4 Physical Characteristics Control equipment shall be supplied fully wired with screw or sprung terminals for connection to incoming supplies, final load circuits, network, and external control elements. All terminals shall be suitably labelled by a permanent means. Final load circuits shall be labelled in accordance with the final logical channel designation detailed an Speirs + Major Associates drawings. Ail enclosures should be wall -mounting, with access required from the front only for mounting, termination and servicing. Removable plates/knock-outs should allow cable entry from top or bottom. Equipment which is packaged in DIN rail format will be housed by the electrical contractor in appropriate enclosures. All units shall feature an LED or similar indicator showing power present. 3.5 Electrical / Electronic Characteristics 3.5.1 Power Dimming and Switching Units All power handling units should provide MCB protection for all output circuits. If equipment is packaged as DIN rail units, the electrical contractor will supply MCBs inside the enclosure. The MCB°s shall be readily accessible, to enable them to be changed on -site if conditions change. The type of MCB used shall be selected to prevent nuisance tripping due to surge currents when a load is switched to fug on, whilst at the same time providing adequate protection. S+M luminaire specifications should be examined and MCBs specified with appropriate trip ratings. RCD breakers shall be provided where local legislation mandates them. Dimming / switching outputs shall be continually rated for their designed loads, the rating being permanently marked on the unit. The losses inherent in transformers and/or ballasts shall be construed as part of the load, Units delivering dimmed power should employ triads, back-to-back thyristor pairs, or transistor circuits. They must provide leading edge or trailing edge dimming as required by the specific loads shown in S+M's control channel specifications and luminaire schedules. Triads/ thyrlstors shall be electrically isolated from, but in thermal contact with, a substantial heat sink. The devices shall be fully tungsten surge rated and at least twice the RMS current rating of the dimmer channel. Each trlac or palr of thyristors shall be hard -fired and Isolated from the control circuitry with a minimum of 1,5KV insulation. Each dimmed channel shall have a tuned toroidal Inductive filter mounted on the heat - sink. This filter shall reduce the rate of current rise -time above 0 degrees conduction angle to a value necessary to prevent interference with audio or video equipment, data networks or with any other control systems installed and, with other provisions, ensure that the RR suppression requirements of standards listed in 3.1 are met. Dimmers shall include feed -forward circuitry to ensure output variaticm is limited to no more than 1 % for a 10% fluctuation in supply voltage. The reference level shall be determined at power -up. Substitution of open loop dimmers without output stabilisation shall not be London: Tel +44 (0)20 7067 4700 Fax +44 (0)20 7067 4701 Page 5 of a Edinburgh: Tel +44 (0)131 228 4474 Fax +44 (0)131 2205331 0 2012 Speirs and Major Associates www.speirsandmaior.coin Lighting Control System Performance Specification Palm Court, Miami Design District Miami, Florida 3529 3529-CP-001 Revision 00 29/0B/2012 acceptable. THIS DOCUMENT IS A SUBSTITUTION TO ORIGINAL. BACKUP ORIGINAL CAN BE SEEN AT THE END OF THIS DOCUMENT.. The minimum load for stable operation of any dimmer module shall not be less than 2% of the maximum rating. The dimmers shall however be capable of being operated under no-load conditions without causing any damage to the components. 3.5.2 Current Sinking 1-10v Dimming Units 1-10v dimming units should have a minimum of 4 outputs, current sinking a 1-10v voltage from the LED drivers in compliance with IEC 60929. They shall Include a switched power output corresponding to each analogue output. The point on the dimming curve where the power is switched shall be configurable during commissioning to any point between 0 and 20%. The Control System manufacturer should confirm that their units are compatible with ballasts/luminaires specified in Speirs + Major's luminaire specifications. 3.5.3 Sensors 3.5.3.1 Daylight Sensors Daylight sensors shall produce a variable analogue output to a unit which interfaces with the lighting control system's data network. A simple on/off threshold unit is not acceptable. The measuring range should be minimum from 0 to infinite 2500 lux. Sensors shall be suitable for exterior installation. Sensors shall operate at SELV voltages and incorporate no mains voltage power. 3.5.4 Touchscreens Touchscreens shall be intended for recessing into wall/console using a standard back box, or a special sized back box supplied with the unit. Finish to be specified by Architects. See 2.3.2 for functional requirements. Touchscreens shall operate at SELV voltages and incorporate no mains voltage power. 4.0 Software Performance 4.1 Embedded software The software embedded in the System's various devioes shall run from hardware memory and shall not involve hard disks or any other moving parts. It shall be easily upgraded as a service procedure, preferably by upload from a configuration PC rather than by physical swap -out of circuit boards or components. Embedded software shall be of proven design, tested and, to the best knowledge of the manufacturer, bug -free. 4.2 Configuration and Programming Software Software for configuring/programming the control system shall run on a Windows platform, current version al time of writing (Windows 7), with hardware requirements not exceeding those provided by a mid -range laptop. The system supplier will be expected to supply this software and any necessary interfaces to both the lighting designer and the client for London: TeL +44 (0}20 7067 4700 Fax +44 (0)20 7067 4701 Page 6 of S Edinburgh Tel +44 (0)131 226 4474 Fax +44 (0)131 220 sal, 2012 Sperry and Major Assocra1es awvw.speirsandmajor.com Lighting Control System Performance Specification Palm Court, Miami Design District Miami, Florida 3529 3629-CP-401 Revision 00 29/06/2012 THIS DOCUMENT IS A SUBSTITUTION TO ORIGINAL, BACKUP ORIGINAL CAN BE SEEN AT THE END OF THIS DOCUMENT. client's facility managers), to allow for adjustment of the system. Apps for iPad or Android tablet are an acceptable alternative. if this route is proposed, the tablet and a wireless access point must be provided as part of the system. 4.3 Logical Grouping The control system shall allow for the grouping ("patching") of any number of physical circuits to a single logical group. This group must be presented as a single channel during the scene programming process. It shall allow for the organisation of such groups into logical areas, generally relating to particular rooms/spaces. This function shall be carried out using the configuration software and shall not require physical access to any particular unit. It shall be possible to later change these groupings by the same method. See Speirs + Major Logical Channel Schedule for the required groupings, and engineer's documentation for physical sub -circuiting.. 4.3.1 Scene Setting and Recall The Lighting Control System shall be capable of storing, and fade processing on command, a minimum of 96 different lighting scenes in any given logical area. The system shall support up to 255 logical areas. The system shall be able to set any logical channel to any one of not less than 99 discrete intensity levels, plus off. The system shall be able to recall any programmed scene with a fade rate set at anything from 0 seconds to 30 minutes. The fade rate should be assigned to the recall operation in question (le a button press), not to the scene itself. It must be possible to recall a given scene with different fade rates using different inputs. The creation of scenes shall be achieved from within the laptop- or tablet -based software package described above. Logical grouping, channel naming, scenes, button configuration and all other data shall be retained permanently, without external power, up to a period of one month, and shall not be corrupted on power -up or power -down of the equipment. The configuration software package shall include the ability to save a complete backup of configuration data to disk, memory card or flash memory device, and the ability to restore configuration from backup to the system. Scene recall functionality shall allow any number of scene recall commands to be executed simultaneously within the system as a whole, at differing fade times. Alternative methods limiting the number of fades in progress at any moment shall not be acceptable. 4.3.2 Daylight Processing Daylight monitoring by means of photo -electric cells shall provide multi -level triggers, A simple on/off shall not be acceptable. it must be possible to recap different scenes according to different light levels, with a minimum of 4 separate ranges of illuminance differentiation. Landon- Tel +44 (0)20 7067 4700 Fax +44 (0)20 7067 4701 Page 7 of 9 Edinburgh: Tel +44 (0)131 226 4474 Fax +44 (M)131 220 5331 2012 Spore and Major Associates www.speirsandmajor.00rn Lighting Control System Performance Specification Palm Court, Miami Design District Miami, Florida 3529 3529-CP-001 Revision 00 29/06/2012 THIS DOCUMENT 15 A SUBSTITUTION TO ORIGINAL. BACKUP ORIGINAL CAN BE SEEN AT THE END OF THiS DOCUMENT. It shall also be possible for the system to automatically choose from blocks of scenes according to both daylight level and time of day. Typically, scenes should be configured in blocks, whereby e minimum of 7 blocks of 4 scenes could be automatically selected. The blocks of scenes would be selected according to the time of day and day of the week, via time -clock functionality incorporated in the system, with manual override available. The selection of one of the 4 scenes within any block would be made automatically via the photocell unit, according to the ambient daylight conditions. 4.3.3 Touchscreen Configuration Software shall allow for flexible programming of control panels, such that any button may recall any scene In any area. Additionally, it shall be possible to create routines/scripts whereby a number of operations are carried out in sequence as the result of a single button press. it shall not be acceptable that the system require a single panel to be dedicated only to a single logical area. 5.0 Deliverables 5.1 Quotation The supplier shall provide a detailed quotation showing specification, technical details, unit price and quantity of each product proposed, accompanied by a schematic showing the allocation of physical circuits to logical channels, as designated on S+M drawings, and the interconnection topology of all system components. This quotation shall be revised and re -issued to the lighting architects, electrical engineer, and contractor at any point during the project where the supplier is informed of a change which causes a deviation from quoted design and cost for the Lighting Control System. 5.2 Drawings and Documentation The supplier shall provide working drawings in electronic form, for approval by the consultants, prior to manufacture. Installation drawings shall be supplied to the contractor, electrical engineer and lighting consultant, at the time of delivery of the equipment to site and notification shall be made immediately of any modifications carried out subsequently. 5.3 Equipment The supplier shall deliver to site or to a location of the electrical contractor's choosing, all physical hardware and software as shown on supplier's drawings and quotation, fully tested and ready to install. All equipment shall be appropriately packaged to protect from damage in transit. 5.4 Manuals A full set of operation manuals shall be supplied to the client at the completion of the project, or to the client's nominated facilities Management Company. 6.0 Commissioning and Programming London: Tel -r44 (MM20 7067 4700 Fax +44 (oi2o 7067 4701 Page 8 of 9 Edinburgh: Tel +44 (0}131 228 4474 Fax +44 (0)131 220 5331 0 2012 Spars and Major Associates www speirsandmejor.cam Lighting Control System Performance Specification Palm Court, Miami Design District Miami, Florida 3529 3529-CP-001 Revision 00 29/06/2012 THIS DOCUMENT iS A SUBSTITUTION TO ORIGINAL. BACKUP ORIGINAL CAN BE SEEN AT THE END OF THIS DOCUMENT. 6.1 Contractor Support and Commissioning The supplier shall allow for technician/engineer attendance on site in order to commission the system to the contractor's satisfaction. The supplier's documentation should clearly indicate the expected scopes of work of both the contractor and the supplier in this process and the allowance of engineer/technician time included in the scope of the quotation. Telephone support shall be provided to the contractor during installation if required, 6.2 Designer Support and Programming The supplier shall allow for technician/engineer attendance on site of not less than 3 days to assist the lighting designers in creating lighting scenes, allocating functions to control panel buttons, etc. Following this session, the supplier shall provide the designers with the system configuration data on a suitable storage medium. As much information as possible will be provided to the supplier in advance to allow off -site creation of touch -screen programs, etc. The supplier shall also allow for technician/engineer attendance on site of not less than 2 days to co-ordinate and test the system. 6.3 After -Sales Support All equipment provided by the supplier shall be guaranteed for a period of not less than 12 months from the completion of commissioning. During the guarantee period, a repair or replacement service shall be provided for all items of equipment supplied, within a maximum of 24 hours from notification of a fault. Telephone support shall be made available to the client/FM on an on -going basis. 7.0 Preferred Suppliers Speirs + Ma}or propose the following companies as capable and appropriate suppliers of this system: a Lutron Lighting • Cooper Controls • Mode Lighting • Phillips Dynallte London Tel +44 (0)20 7067 4700 Fax +44 (0)20 7067 4701 Page 9 of 9 Edinburgh Tel +44 0)131 226 4474 Fax +44 (0)131 220 5331 2012 Speirs and Major Associates www,speirsandmajor.com THIS DOCUMENT IS A SUBSTITUTION TO ORIGINAL. BACKUP ORIGINAL CAN BE SEEN AT THE END OF THIS DOCUMENT. Lighting Equipment Specification Street Lighting Luminaires Project Palm Court, Miami Design Diatnci Miami, Ronda Project Humber: 3529 Document Number 3529-LP-001 EieV15{on: 03 London: Toi +44 (0)20 7067 4700 Fax +44 (0120 7067 4701 Edinburgh: Tel +44 (0)131 226 4474 Fax +44 (0)131 220 6331 THIS DOCUMENT IS A SUBSTITUTION TO ORIGINAL. BACKUP ORIGINAL CAN BE SEEN AT THE END OF THIS Palm Court, Miami Design District Revision History DOCUMENT. Miami, Florida 3529-LP-001, Revision 03 Rev. Date By Notes 00 20/02/12 JZ INMALRELEASE 01 16/03/12 SS 'DETAIL IIESIGN ISSUE ADDED: XG, XF MODIFIED: XAr, XB, XC, XD 02 0 /08/12 COB Detail Design Caordr>ation Update to City comments. Entire Specification Fie+nsed. Modified: XA, XB, XC. XD. XE. XG 03 22/02/13 COB Detail Design Coordrration Update etch addition of City Standard Luminaire. Added: XH-DRAFT XI -DRAFT page2of12 Lighting Equipment Specification 1.0 1.1 General Conditions A schedule of luminaires and associated equipment rs enclosed and should be read ai canlunction With the lighting Consultant's relevant drawings. 1.2 This specrtittion supersedes all previws issues. 2.0 2.1 Samples & Prototypes Should a sample of a Standard, of prototype of a special luminaire or variant of a standard luminaire be ordered, its cost shall either be incorporated into the tender price. or shall be invoiced to the Client or his nominated representative separately. as agreed_ 2.2 Any such eample prototype or variant shall be a sample of the luminaire type specified. and shall be submitted to the Lighting Consultant, together with full photometric and dtmensionat data if specifically requested, to enable both its accurate assessment and the detailing of any adjustments deemed necessary prior to the commencement of full production. 3.0 Standards Of Compflance 3.1 For projects in the United States, all equipment supplied shall comply with the relevant ANSI and UL requirements. and be capable of mstatatian n accordance with the manufacturers' instructions, the current edition of the NEC Wiring Regulations and all relevant statutory and local authority requirements, 3.2 Notwithstanding the above, the 'allowing North Amedcan standards (and any which supersede them) in particular should be checked for oomplrenooe: • IEC 60698 Luminaires • ISO 3006172007 Emergency Lighting (where relevant - check Engineers information). 3,3 The cost of obtaining any necessary approvals and tasting shall be included In any tender price, detailed as a separate item. 4.0 Protection 4.1 All equipment shall be supplied with adequate means of protection to ensure its preservation during transport to site and any subsequent storage prior to installation. 4.2 All vulnerable finished parts liable to scratching or other abrasion during handling and installation shall be further protected by a removable film applied prior to dispatch. 5.0 Guarantees 5.1 All equipment and components supplied shall be guaranteed against failure due to poor workmanship, materials, or luminaire design, for a period of not less than 18 months from the date of deftvery to sole or 12 months from the date of practical completion, whichever is the sooner, with the exception of lamps %arch shall be covered only by their manufacturer's normal assurances as to life expectancy and performance THIS DOCUMENT IS A SUBSTITUTION TO ORIGINAL. BACKUP ORIGINAL CAN BE SEEN AT THE END OF THIS Palm Court, Miami Design District Preamble DOCUMENT Miami, Florida 3529-LP-001, Revision txi 6.0 Technical Requirements 6,1 Lumnaees 6.1,1 Equipment selected as a standard item from a particular manufacturer's range has been specified with a view to performance. optics, maintenance. quality, aesthetics. etc. 5 1.2 If any variants of standard luminaires are required. these shall be developed by the manufacturer of the standard lurnlnaire, unless otherwise specifically stated, and shall be manufactured to the sane quality as the equnralent standard luminaire. 5.1.3 Two copes of of working drawings of proposed variants, dimensioned in feet and inches, shall he suppled to the Lighting Consultant for approval prior to fabrication 6.1.4 Notwithstanding the above. the manufacturers shall remain responsible for ensuring compliance with relevant standards, the accuracy of the Information shown on his drawings at all tames and for ensuring that the equipment shown furllils the requirements of this apedfication. 6.1.5 If any special luminaires and associated equipment are requeed, these MI be the subiect of a separate specification, a copy of which tea be enclosed with this document. 5.1.6 The Lighting Consultant cannot accept responsibirdy for installation of non -approved luminaires. O.1.? The final location of each luminaire and where relevant its Integration with the architecture shall be as deleted on the construct on issue drawings. The Lighting Consultant cannot accept responsibility for krncraires installed in a manner other than intimated in the relevant drawings or as otherwise agreed and minuted. 6,2 Substitutions 6.2.1 The schedule of lirninarres, lamps and associated equipment as enclosed a men as exemplar. Substitutions which might be put forward will be assessed on an equal and approved bass further to the bekaW criteria to allow assessment of substitutions an a Ike -for -lice basis. 6,2.2 Substitulions will be considered if they are presented to the Lighting Consultant including all of the foflovang elements for each lumnaire type.. • Detailed catalogue cut sheets including photographic images. • Dimensioned drawings. • Printed photometrics. • A "steal sample. 6.2.3 Should alternative equipment be offered. it shall be supplied to the Lighting Consultant in time to enable its accurate assessment. No substitutions or alterations to the specifications Will be allowed without the written approval of the Lighting Consultant. 6.2.4 It an alternative is deemed suitable trifler to the above material, the manufacturer wall be required to provide enough samples of each luminaire type as deemed required by the Lighting Consultant for a mock-up on site for final canfirmalion of approval. 6.3 Control Gear 6.3.1 AI necessary control gear and transformers shall be mounted within the luminasc unless shown as bong located remotely. All such gear shall be of good quaky construction, shall comply with all relevant statutory regulations, shall be compalible with the lamps specified and the control method stated. and shag be mounted and tiered in accordance with the manufacturers" instructions. 6.3.2 Where appropriate, the Contractor shall also liaise with the selected lighting control system manufacturer to ensure compatibility between control gear and the control system. He shall also check and confirm all necessary data regarding °retail Wad of luminaires, to enable dimmers/contactors be sized correctly. Page 3of12 Lighting Equipment Specification THIS DOCUMENT IS A SUBSTITUTION TO ORIGINAL. BACKUP ORIGINAL CAN BE SEEN AT THE END OF THIS DOCUMENT, Palm Court, Miami Design District Preamble Miami, Florida 3529-LP--001, Revision 03 6,3.3 Transformers shall have a stet* output voltage of 11.5V/23V, under varying loads. where the output voltage is nominally quoted at 12V/24V. 6.3.4 Unless otherwise stated, all transformers shall be suitable for leading -edge dimming on their primary side to a thyristor controlled remote lighting control system. 6.3.6 Mere gear or translormers are installed remotely, care should be taken to ensure that any audble sounds generated by control gear. or by lamp filaments via control gear are kept to a minimum, Where this is particularly crucial, detailed acoustic requirements are included in the Specific Conditions. 6.3.6 Alf equipment shall be protected from unexpected mains failure. and mains borne interference. 6.3.7 Electrical suppy connections shelf be designed to ladltate the easy installation of the luminaires, The supplier shall liaise with the Electncat Engineer to ensure any spebfic requirements of his fin this respect are met. 6,4 Lamps 6,4.1 Incandescent and tungsten halogen lamps shall not be operated, other than for initial testing, prior to final Inspection. 6.4.2 Lamps are generally specified by manufacturers name by example. 5,4.3 Should alternative ramps be offered. particular attention is paid to colour rendering, colour temperature, 6ghl dlstrttutron, life expectancy and general performances when selecting such alternatives. Aterneave lamps may only be substituted if full technical data is first supplied to the Lighting Consurtant to enable their accurate assessment and approval. 7.0 Project Specific Conditions 7.1 Enutranment 7.1.1 Al luminaires inaires and associated equipment are to be suitable for constant exposure In an exposed exterior environment m Miami. Florida, USA and are to withstand temperatures to 30°F to 100 °F. 7.2 Prototypes and Mock-ups 7.2.1 Prototypes are required of a serves of luminaires where noted in the Luminaire Equipment Schedule. 7.2.2 Situational mock-ups are required of a series of luminaires where noted In the Luminaire Equipment Schedule and a fine with the Architectural Specification. Page 4 of 12 Lighting Equipment Specification Palm Court, Miami Design District ntiami, Florida THIS DOCUMENT IS A SUBSTITUTION TO ORIGINAL. BACKUP ORIGINAL CAN BE SEEN AT THE END OF THIS DOCUMENT. 3520-LP-00f, Revision 03 STREET LIGHTING - AVENUES Luminaire Ref. XA Luminaire Manufacturer: Product: Catalogue Number: Note: Description: WE-EF RFL 540 LED (S70.5KI 1 11-03' 5000K / 661-233' 5000K MOUNTED TO 20' COLUMN AS PART OF SYSTEM CONFIGURATION EXTERIOR QUALITY COLUMN MOUNTED STREET UGHT LUMINAIRE UTILISING 48NC). 5000K HIGH OUTPUT LEDS WrTH A S70 STREET UGHT DISTRIBUTION OPTIC. LED BOARD ON INTEGRAL HEAT -SINK, REMOVABLE FOR UPGRADE. IK08 MARINE -GRADE DIE-CAST ALUMINIUM ALLOY HOUSING WITH SUPERIOR CORROSION PROTECTION INCLUDING PCS HARDWARE AND POWDERCOAT FINISH IN GREY ALUMINIUM 9007. INTEGRAL OLC PMMA NON-REFLECTING SAFETY GLASS LENS IN A'NO TOOL' HINGED FRAME WNTH SILICONE COMPRESSION CX)NFROLUEI7 GASKET. PCS STAINLESS STEEL FIXINGS. RATED IP66. INTEGRAL 120V 700MA FORWARD CURRENT EGG CONTROL GEAR UL SAFETY APPROVED. Accessories: PALE BLUE GLASS FILTER AS PER LEE ALTER 165, DAYLIGHT BLUE - REF: CUSTOM LEE165 BLUE GLASS. TOP OF POLE BRACKET WITH NARROWER TIPP, FOR SINGLE LUMINAIRE, REt -540 IN GREY ALUMINIUM 9007- REF: 111-0042/661-9304. COLUMN - SLIM STRAIGHT CYLINDRICAL COLUMN OF APPROXIMATE 201-I 1N LENGTH IN GREY ALUMINIUM 9007. COLUMN ALSO FITTED WITH LUMINAIRE REFERENCE 'AB' AND ACCESSORIES. COMPLE 1 E COLUMN SYSTEM AS PER DRAWING PACKAGE AND PROJECT REQUIREMENTS BELOW. Project Requirements: LUMINAIRES FORM PART OF A COLUMN SYSTEM INCLUDING FOUNDATION. COLUMN, BRACKETS, LUMINAIRES, BANNER ARMS AND SIGNAGE ELYA11ON. REFER TO ALL S+M INFORMATION AND DRAWINGS AS NOl El] BELOW FOR VARIOUS COLUMN CONHGURATIONS- REFER TO ELECTRICAL ENGINEER'S INFORMATION FOR ALL WIRING, CONDUIT AND CONTAINMENT ROUTES. REFER TO STRUCTURAL ENGINEER'S INFORMATION FOR ALL FOUNDATION AND COLUMN SPECIFICATIONS EN UNE WITH LOCAL WIND LOADINGS REFER TO SIGNAGE GUIDELINES FOR ALL ADDITIONAL BANNER AND LOCATION MAP REQUIREMENTS LUMINAIRES TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND LOCAL REGULATIONS. Refer To Drawings: UGI-MNG ARRANGEMENTS 3529-LA-100, 101, 102 AND 103. Physical Characteristics Image: (' Physical Characteristics: Cut Out R -Pss: Weight: 331bs Lamp Lamp Manufacturer Lamp Reference: Lanip Type: Luminaire Wafts: Luminaire Lumens: Lamp Base: Colour Temperature Quantity Per Luminaire: Descnptiatr WE-EF INTEGRAL 870.51f LED 96W 12100 INTEGRAL 5000K 48 INTEGRAL 5000K LED CIROUIT BOARD TO LUMINAIFE. Lamp Project Requirements: NONE. Ordering information Manufacturer: WE-EF LIGHTING LISA LLC 410/D Keystone Drive Warrendale, PA 15086 rev:.p1 724 742 0030 Fax: +1 724 742 0035 Mobile + 1 412 697 4988 www.we-ef.com Supplier SESOO Lighting 737 Shotgun Road Fort Lauderdale. FL 33320 Tel: +1 954 474 9888 Fax +1 954 474 9773 www.sescoighting.com Project Contact: DsvEd No Mobile: +1 412 897 4988 d.nolfierwe-ef corn Page 5of12 Lighting Equipment Specification Palm Court. Miami Design District Miami, Florida THIS DOCUMENT 15 A SUBSTITUTION TO ORIGINAL. BACKUP ORIGINAL CAN BE SEEN AT THE END OF THIS DOCUMENT. 3529-LP-001, Revision 03 PEDESTRIAN SIDEWALK LIGHTING - AVENUES AND STREETS Luminaire Ref. XB Luminaire Manufacturer: Product Catalogue Number. Note: Description: WE-EF RFL 530 LED [S70.31Q 111-0451 1681-1346 MOUNTED TO'XA' 20' AND 'XC' 16' COLUMNS AS PART OF SYSTEM CONFIGURATION EXTERIOR OUAUTY COLUMN MOUNTED STREET LIGHT LUMINAIRE UTILISING 12NC, 30004C HIGH -OUTPUT LEOS WITH A 870 S Iritt 1 LIGHT DISTRIBUTION OPTIC, LED BOARD ON INTEGRAL HEAT -SINK, REMOVEABLE FOR UPGRADE [KOS MARINE -GRADE DIE-CAST ALUMINIUM ALLOY HOUSING WRH SUPERIOR CORROSION PROTECTION INCLUDING PCS HARDWARE AND POWDERCOAT FINISH IN GREY ALUMINIUM 9007. INTEGRAL OLO RMMA NON-REFLECTING SAFETY GLASS LENS IN A 'NO TOOL' HINGED FRAME WITH SIUCONE COMPRESSION CONTROL i Fri GASKET. PCS STAINLESS S I rzL FIXINGS. RATED 1P66. INTEGRAL 120V 350MA FORWARD CURRENT ECG CONTROL GEAR UL SAFETY APPROVED. Accessories: MID POLE BRACKET FOR SINGLE LUMINAIRE. RE'-530 IN GREY ALUMINIUM 9007 TO MATCH COLUMN DAMETER - REF. CUSTOM MID POLE BRACKET. COMPLETE COLUMN SYSTEM AS PER DRAWING PACKAGE AND PROJECT REOUIREVENTS BELOW. Prefect Requirements: LUMINAIRES FORM PART OF A COLUMN SYSTEM INCLUDING FOUNDATION, COLUMN. BRACKETS. LUMINAIRES. BANNER ARMS AND SIGNAGE FIXATION. REFER TO ALL S+M INFORMATION AND DRAWINGS AS NOTED BELOW FOR VARIOUS COLUMN CONFIGURATIONS. REFER TO ELECTRICAL ENGINEER'S INFORMATION FOR ALL WIRING, CONDUIT AND CONTAINMENT ROUTES. REFER TO STRUCTURAL ENGINEER'S INFORMATION FOR ALL FOUNDATION AND COLUMN SPECIFICATIONS IN UNE WITH LOCAL WIND LOADINGS. REFER TO SIGNAGE GUIDELINES FOR ALL ADDITIONAL BANNER AND LOCATION MAP REQUIREMENTS. LUMINAIRES TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND LOCAL REGULATIONS. LUMINAIRES TO FORM PART OF A MOCK-UP FOR FINAL CONFIRMATION OF COLUMN SYSTEM, COMPONENTS AND CONFIGURATION. REFER MOCK-UP DRAWINGS AND CORRESPONDENCE. Refer To Drawings: UGHTING ARRANGEMENTS 3529-1A,-100, 101, 102 AND 103. MOCK-UP ARRANGEMENTS 3529-LA-900 AND 901. Physical Characteristics Image= Physical Characteristics: Cut Out Recess. Weight. 20.5ihs I' iJ Lamp Lamp Manufacturer. WE-EF INTEGRAL Lamp Reference: Lamp Type: Luminaire Watts: Luminaire Lumens: Lamp Base: Colour Temperature: Quantity Per Luminaire: Description: S70.3K. LED 12W 1260 INTEGRAL 3000K 12 INTEGRAL 30DX LED CIRCUIT BOARD TO LUMINAIRE Lamp Project Requirements: NONE. Ordering information Manufacturer. WE-EF LIGHTING USA LLC 410113 Keystone Drive Warrendale, PA 15086 Tel: +1 724 742 0030 Fax +1 724 742 0035 Motile +1 412 897 4988 www.we-81.com Supplier. SESCC Lighting 737 Shotgun Road Fort Lauderdale. FL 33328 Tel: +1 954 474 9888 Fax +1 954 474 9773 www.sescaighting.com Project Contact: Pend Nolh Mobile: +1 412 897 4988 d.nnl we-et.corn Page6of12 Lighting Equipment Specification THIS DOCUMENT IS A SUBSTITUTION TO ORIGINAL. BACKUP ORIGINAL CAN BE SEEN AT THE END OF THIS DOCUMENT. Palm Court, Miami Design District Miami, Florida 3529-LP-001, Revision 03 STREET LIGHTING - STREETS Luminaire Manufacturer: Product: Catalogue Number: Note Description: WE-EF RFL 540 LED IS70.511 111-03' KOOK / 661-233' 5000K MOUNTED TO 16' COLUMN AS PART OF SYSTEM CONFIGURATION EXTERIOR QUALITY COLUMN MOUNTED STREET LIGHT LUMINAIRE UTILISING 48N0, 5000K HIGH -OUTPUT LEDS WITI-I A 570 STREET LIGHT DISTRIBUTION OPTIC. LEI) BOARD ON INTEGRAL HEAT -SINK, REMOVEABLE FOR UPGRADE. IKOS MARINE -GRADE DIE-CAST ALUMINIUM ALLOY HOUSING WITH SUPERIOR CORROSION I11OTECTION INCLUDING PCS HARDWARE AND POWDERCOAT FINISH IN GREY ALUMINIUM 9007. INTEGPAL OLC PMMA NON-REFLECTING SAFETY GLASS LENS IN A NO TOOL HINGED FRAME WITH SIUCCNE COMPRESSION CONTROL I Fn GASKET. POS STAINLESS STEEL FDUNGS. RATED IP66, INTEGRAL 120V 700MA FORWARD CURRENT ECG CONTROL GEAR. UL SAFETY APPROVED. Accessories: PALE BLUE GLASS FILTER AS PER LEE FILTER 165, DAYLIGHT BLUE - REF: CUSTOM LEE1 65 SLUE GLASS. TOP OF POLE BRACKET WITH NARROWER ilP. FOR SINGLE LUMINAIRE, REI-540IN GREY ALUMINIUM 9007- REF: 111-00421661-9304. COLUMN • SUM STRAIGHT CYLINDRICAL COLUMN OF APPROXIMATE 16 FEET IN LENGTH IN GREY AWMINIUM 9007. COLUMN ALSO FTITED WITH LUMINARE REFERENCE 'AS' AND ACCESSORIES. COMPLETE COLUMN SYSTEM AS PER DRAWING PACKAGE AND PROJECT REQUIREMENTS BELOW. Project Requirements: LUMINAIRES FORM PART OF A COLUMN SYSTEM INCLUDING FOUNDATION, COLUMN, BRACKETS, LUMINAIRES, BANNER ARMS AND SIGNAGE FIXATION. REFER TO ALL S-M INFORMATION AND DRAWINGS AS NOTED BELOW FOR VARIOUS COLUMN CONFIGURATIONS. REFER TO ELECTRICAL ENGINEER'S INFORMATION FOR ALL WIRING, CONDUIT AND CONTAINMENT ROUTES. REFER TO STRUCTURAL ENGINEER'S INFORMATION FOR ALL FOUNDATION AND COLUMN SPECIFICATIONS IN UNE WITH LOCAL WIND LOADINGS. RL- R TO SIGNAGE GUIDELINES FOR ALL ADDITIONAL BANNER AND LOCATION MAP REQUIREMENTS. LUMINAIRES TO BE INSTALLED IN ACCORDANCE WITH MANUFACTUFIER'S INSTRUCTIONS AND LOCAL REGULATIONS_ LUMINAIRES TO FORM PART OF A MOCK-UP FOR FINAL CONFIRMATION OF COLUMN SYSTEM, COMPONENTS AND CONFIGURATION- REFER MOCK-UP DRAWINGS AND CORRESPONDENCE Refer To Drawings: LIGHTING ARRANGEMENTS 3529-LA-100, 101. 102 AND 103. MOCK-UP ARRANGEMENTS 3529-LA-900 AND 901, Physical Characteristics Image: Physical Characteristics: Cut Out Recess: Weiont Luminaire Ref, Lamp Lamp Manufacturer: WE-EF INTEGRAL Lamp Reference: Lamp Type; Luminaire Watts: Luminaire Lumens: Lamp Base: Colour Temperature•. Quantity Per Luminaire: Description; 570.5K LED 96W 12100 INTEGRAL 5000K 48 XC INTEGRAL 5000K LED CIRCUIT BOARD TO LUMINAIRE. Lamp Project Requirements: NONE. Ordering Information Manufacturer: WE-EF LIGHTING USA LLC 410/D Keystone Drive Warrendale, PA 15056 Tel: +1 724 742 0030 Fax: +1 724 742 0035 Mobrle +1 412 697 4986 www.we-ef.com Supplier. SESCO lighting 737 Shotgun Road Fort Lauderdale. FL 33326 Tel: +1 954 474 9888 Fax: +1 954 474 9773 vuww. sescolghtmg. cam Project Contact: David Nvlfi Mobile: +1 412 697 4988 d,nolliEwe-ef.corn Lighting Equipment Specification Page7of12 THIS DOCUMENT IS A SUBSTITUTION TO ORIGINAL. BACKUP ORIGINAL CAN BE SEEN AT THE END OF THIS DOCUMENT. Palm Court, Miami Design District Miami, Florida 3529-LP-001, Revision 03 STREET LIGHTING - CORNER OF 2N0 AVENUE AT 38TH STREET Luminaire Ref. BCD Luminaire Manufacturer. Product Catalogue Number: Note: Description: WE-EF RFL 540 LED I870.51 1 111 -03` 5000K 1661.233- 5000K MOUNTED TO WALL AS PART OF SYSTEM CONFIGURATION E.017RIOR QUALITY COLUMN MOUNTED STREET LIGHT LUMINAIRE UTILISING 48NO. 5000K HIGH -OUTPUT LEDS WITH A S70 STREET LIGHT DISTRIBUTION OPTIC. LED BOARD ON INTEGRAL HEAT -SINK, RE7u1CVEABLE FOR UPGRADE. 1K08 MARINE -GRADE DIE-CAST ALUMINIUM ALLOY HOUSING WITH SUPERIOR CORROSION PROTECTION INCLUDING PCS HARDWARE AND POWDERCOAT FINISH IN GREY ALUMINIUM 9007. INTEGRAL OLC PMMA NON-REFLEGIING SAFETY GLASS LENS IN A'NO TOOL IINGED FRAME WITH SILICONE COMPRESSION CONTROLLED GASKET. PCS STAINLESS STEEL FIXINGS. RATED IP66. INTEGRAL 120V 700MA FORWARD CURRENT ECG CONTROL GEAR. UL SAFEN APPROVED. Accessories PALE BLUE GLASS FILTER AS PER LEE FILTER 165, DAYLIGHT BLUE - REF: CUSTOM LEE165 BLUE GLASS. WALL BRACKET, RE0-540IN GREY ALUMINIUM 9007- REF: 111-00841661-9308. COMPLETE BRACKET SYSTEM AS PER DRAWING PACKAGE AND PROJECT REQUIREMENTS BELOW. Project Requirements: LUMINAIRES FORM PANT OF A STREET LIGHTING SYSTEM INCLUDING WALL BRACKET AND LUMINAIRE. REFER TO ALL S+M INFORMATION AND DRAWINGS AS NOTED BELOW FOR VARIOUS COLUMN CONFIGURATIONS. REFER TO ELECTRICAL ENGINEER'S INFORMATION FOR ALL WIRING, CONDUIT AND CONTAINMENT ROUTES, REFER TO STRUCTURAL ENGINEER'S INFORMATION FOR ALL BRACKET RXATION SPECIFICATIONS IN LINE WITH LOCAL WIND LOADINGS. LUMINAIRES TO BE INSTALLED LIN ACCORDANCE VNTH MANUFACTURER'S INSTRUCTIONS AND LOCAL REGULATIONS. Refer To Drawings: LIGHTING ARRANGEMENTS 352E-LA-100. 101 AND 102. Physical Characteristics Image: Physical ChaIr�: Cut Out: Recess: Weight: 33Ibs • Lamp Lamp Manufacturer. WE-EF INTEGRAL Lamp Reference: Lamp Type: Luminaire Watts: Luminaire Lumens: Lamp Base: Colour Temperature Quantity Per Luminaire Description: S70.5K LED 9BW 12100 INTEGRAL 50€0K 48 INTEGRAL 5000K LED CIRCUIT BOARD TO LUMINAIRE. Lamp Project Requirements: NONE. Ordering Information Manufacturer: WE-EF LIGI-TYING USA LTC 410/C3 Keystone Drive Warrendale. PA 15035 Tel: +1 724 742 0030 Fax' +1 724 742 0035 Moble +1 412 897 4988 wvm.we-ef.cam Supplier. SESCO Lighting 737 Shotgun Road Fort Lauderdale. FL 33326 Tel: +1 954 474 9888 Fax: +1 954 474 9773 www.sescaflghting. cam Project Contact: Dad Nom Mobile: +1 412 897 4988 d.nolliewe-el.com Page B of 12 Lighting Equipment Specification THIS DOCUMENT IS A SUBSTITUTION TO ORIGINAL. BACKUP ORIGINAL CAN BE SEEN AT THE END OF THIS DOCUMENT. Palm Court, Miami Design District Miami, Florida 3529-LP-001, Revision 03 PEDESTRIAN SIDEWALK LIGHTING - CORNER OF 2ND AVENUE AND 3BTH STREET Luminaire Ref. XF Luminaire Manufacturer: Product: Catalogue Nurnber. Note: Description: WE-EF DAC 220* CUSTOM LED CUSTOM DAC220 IBASEO ON DOC220 LED 134.1335 / 520-4126 CUSTOM VARIANT EXTERIOR OUALITY SURFACE MOUNT DOWNUGHT LUMINAIRE UTILISING 12N0- 3000K HIGH -OUTPUT LEDS WITH SYMMETRIC iERV NARROW 12. BEAM DISTRIBUTION. LED BOARD ON INTEGRAL HEAT -SINK. MARINE GRADE DIE- CAST ALUMINIUM ALLOY HOUSING WITH SUPERIOR CORROSION PROTECTION INCLUDING PCS HARDWARE AND POWDERCOAT FINISH IN GREY ALUMINIUM 9007. INTEGRAL OLC PMMA NON-RCFLECTING SAFETY GLASS LENS WM-I SILICONE RLABER GASKET AND SAFETY CATCH. PCS STAINLESS S ItkL FIXINGS. RATED IP66. INTEGRAL 120V ELECTRON lC CONTROL GEAR. UL SAFETY APPROVED. Accessories: 10 180' LINEAR SPREAD LENS FOR 14° x 64' BEAM DISTRIBUTION - REF: 134-1381 / NA CODE TBC. Project Requirements: LUMINAIRES TO BE SURFACE MOUNTED TO EXISTING BOLDING TO LIGHT PEDESTRIAN SIDEWALK. REFER TO ALL S+M INFORMATION AND DRAWINGS AS NOTED BELOW FOR VARIOUS COLUMN CONFIGURATIONS. REFERTO ELECTRICAL ENGINEER'S INFORMATION FOR ALL WRING, CONDUIT AND CONTAINMENT ROUTES. REFER TO STRUCTURAL ENGINEER'S INFORMATION FOR ALL FIXINGS SPECIFICATIONS IN LINE WITH LOCAL WIND LOADINGS, LUMINAIRES TO BE INSTAI LFD IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND LOCAL REGULATIONS. Refer To Drawings: LIGHTING ARRANGEMENTS 3529-LA-100 AND 101, Physical Characteristics Image: r 1 22 L L v5mJ Physical Characteristics: Ce t Out: R005SS: Weight: 221hs Lamp Lamp Manufacturer. WE-EF INTEGRAL Lamp Reference: WHITE3K Lamp Type: Luminaire Watts: Luminaire Lumens: Lamp Base: Colour Temperature: Quantity Per Luminaire: Description: LED 18W 1540 INTEGRAL 3000K 12 INTEGRAL 3000K LED CIRCUIT BOARD TO LUMINAIRE Lamp Project Requirements: NONE. Ordering Information Manufacturer. WE-EF LIGHTING USA LLC 410113 Keystone Drive Warrendale, PA 15086 Tel +1 724 742 0030 Fax: +1 724 742 0035 Mcbte +1 412 897 4988 Www.we-ei.00m Supplier. SESCO Lighting 737 Shotgun Road Fort Lauderdale, FL 33328 Tel: +1 954 474 9888 Fax: +1 954 474 9773 www.sescoIlghting. corn Project Contact: David Noll Monde: +1 412 897 4988 d.nolfawe-ef.com Page9af12 Lighting Equipment Specification THIS DOCUMENT 1S A SUBSTITUTION TO ORIGINAL. BACKUP ORIGINAL CAN BE SEEN AT THE END OF THIS DOCUMENT. Palm Court, Miami Design District Miami, Florida 3529-LP-001, Revision 03 STREET LIGHTING - 39TH STREET PEDESTRAIN CROSSING Luminaire Ref. XG Luminaire Manufacturer. Product Catalogue Number. Note: Description- WE-EF RFL 540 LED fA60.3Ki 111-0283/661.2425 MOUNTED TO 15' COLUMN AS PART OF SYSTEM CONFIGURATION EXTERIOR QUALITY COLUMN MOUNTED STREET LIGHT LUMINAIRE UTIUSING 36N0. 3000K HIGH -OUTPUT I FLOSS WITH A S70 STREET LIGHT DISTRIBUTION OPTIC, LED BOARD ON INTEGRAL HEAT -SINK, REMOVEASLE FOR UPGRADE. ROB MARINE -GRADE DIE-CAST ALUMINIUM At-LOY HOUSING WITH SUPERIOR CORROSION PROTECTION INCLUDING PCS HARDWARE AND POWDERCOAT FINISH IN GREY ALUMINIUM 9007. INTEGRAL OLC PMMA NON-REFLECTING SAFETY GLASS LENS IN A NO TOOL HINGED FRAME WITH SILICONE COMPRESSION CONTROLLED GASKET. PCS STAINLESS 51 EEL FIXINGS. RATED PM. INTEGRAL 120V 700MA FORWARD CURRENT ECG CONTROL GEAR. UL SAFETY APPROVED, Accessories TOP OF POLE BRACKET WITH NARROWER TIP FOR SINGLE LUMINAIRE, RE1-540 IN GREY ALUMINIUM 9007- REF: 111-0042!861-9304. COLUMN • SUM STRAIGHT CYLINDRICAL COLUMN OF APPROXMATE 16 FEET IN LENGTH IN GREY ALUMINIUM 9007. COMPLETE COLUMN SYSTEM AS PER DRAWING PACKAGE AND PROJECT REQUIENTS BELOW. ProjectRegUhe, Its; LUMINAIRES FORM PART OF A COLUMN SYSTEM INCLUDING FOUNDATION, COLUMN, BRACKETS, LUMINAIRES, BANNER ARMS AND SIGNAGE FIXATION. REFERTO ALL S+M INFORMATION AND DRAWINGS AS NOTED BELOW FOR VARIOUS COLUMN CONFIGURATIONS. REFER TO ELECTRICAL ENGINEER'S INFORMATION FOR ALL W RING, CONDUIT AND CONTAINMENT ROUTES, REFER TO STRUCTURAL ENGINEER'S INFORMATION FOR ALL FOUNDATION AND COLUMN SPECIFICATIONS IN UNE WM-I LOCAL WIND LOADINGS. REFER TO SIGNAGE GUIDELINES FOR ALL ADDITIONAL BANNER AND LOCATION MAP REQUIREMENTS. LUMINAIRES TO BE INSTALLED 1N ACCORDANCE WITH MANUFACTURER'S INS I HUCr10NS AND LOCAL REGULATIONS. LUMINAIRES TO FORM PART OF A MOCK-UP FOR FINAL CONFIRMATION OF COLUMN SYSTEM. COMPONENTS AND CONFIGURATION. REFER MOCK-UP DRAWINGS AND CORRESPONDENCE. Refer To Drawings: UGHTING ARRANGEMENTS 3529-LA-100, 101, 102 AND 103. MOCK-UPARFLANGEMENTS 3529-LA-900 AND 901- Physical Characteristics Image: Physical Charactenatics:. Cot our Recess: Weight. 331bs Lamp Lamp Manufacturer WE-EF INTEGRAL Lamp Reference: Lamp Type: Luminaire Watts: Luminaire Lumens: Lamp Base: Colour Temperature Quantity Per Luminaire: Description: A60.3K LED 72W 7060 INTEGRAL 3000k 36 INTEGRAL 3000K LED CIRCUIT BOARD TO LUMINAIRE Lamp Project Requirements: NONE. Ordering information Manufacturer. WE-EF LIGHTING USA LLC 410/D Keystone Drive Warrendale, PA 15086 Tel: +1 724 742 0030 Fax: +1 724 742 0035 Mobile +1 412 897 4988 wonv.we-ef.corn Supplier. SESCC Lighting 737 Shotgun Road Fort Lauderdale, FL 33326 Tel: +1 954 474 9888 Fax: +1 954 474 9773 vmuww.sescoighting. cam Project Contact David Nolti Mobile: +1 412 897 4988 d.nolfavire-af.corn Page 10of12 Lighting Equipment Specification THIS DOCUMENT IS A SUBSTITUTION TO ORIGINAL. BACKUP ORIGINAL CAN BE SEEN AT THE END OF THIS DOCUMENT. Palm Court, Miami Design District Miami, Florida 3529-LP-001, Revision 03 STREET LIGHTING AND PEDESTRIAN SIDEWALK LIGHTING - 38T1-1 STREET Luminaire Ref. XH Luminaire Manufacturer: Product Catalogue Number: Note: Description: GE LIGHTING SOLUTIONS DECASHIELD 400 USMR-17-E-1 A-1-G-MC3-CC- MOUNTED TO 20' COLUMN AS PART OF SYSTEM CONFIGURATION EXTERIOR QUALITY COLUMN MOUNTED STREET LIGHT LUMINAIRE WITH DIRECT MOUNTING ARM TO ROUND POLE UTILISING A t 75W ENERGY ACT COMPLAINT PULSE METAL HALIDE LAMP WRH A MC3 MEDIUM DISTRIBUTION CUT- OFF TYPE 111 OPTIC. HOUSING OF DIE-CAST ALUMINIUM WITH HYDROFORMED ALUMIIUM REFLECTOR. INTEGRAL TEMPERED FLAT GLASS LENS IN A'NO TOOL' HINGED FRAME WITH DACRON FELT GASKET. POWDERCOAT FINISH IN CHARCOAL GRAY. STAINLESS STEEL FIXINGS. RATED IP54. INTEGRAL 120WAe0HZ ELECTRONIC BALLAST. UL SAFETY APPROVED. Accessories: POLE TOP TENON ADAPTER. ROUND. CHARCOAL GRAY - REF: PTTA-RS-000DKEZ-CG. ROUND POLE ADAPTER, POLE DAME' EH TO BE CONFIRMED. CHARCOAL GRAY - REF: RPA-CO-DS" COLUMN • SLIM STRAIGHT CYLINDRICAL COLUMN OF APPROXIMATE 2D FEET IN LENGTH IN CHARCOAL GRAY. COMPLETE COLUMN SYSTEM AS PER DRAWING PACKAGE AND PROJECT REQUIREMENTS BELOW. Project Requirements: LUMINAIRES FORM PART OF A COLUMN SYSTEM INCLUDING FOUNDATION. COLUMN, BRACKETS, LUMINAIRES, BANNER ARMS AND SIGNAGE FIXATION. REFER TO ALL S+M INFORMATION AND DRAWINGS AS NOTED BELOW FOR VARIOUS COLUMN CONFIGURATIONS. REFER TO ELECTRICAL ENGINEER'S INFORMATION FOR ALL WIRING, CONDUIT AND CONTAINMENT ROUTES. REFER TO STRUCTURAL ENGINEER'S INFORMATION FOR AU_ FOUNDATION AND COLUMN SPECIFICATIONS IN UNE WITH LOCAL WIND LOADINGS. REFER TO SIGNAGE GUIDELINES FOR ALL ADDITIONAL BANNER AND LOCATION MAP REQUIREMENTS. LUMINAIRES TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND LOCAL REGULATIONS. Refer To Drawings: LIGHTING ARRANGEMENTS 3529-LA-100, 101, 102 AND 103. Physical Characteristics image: Physical Characteristics: Cut Out: Recess: Weight. .51bs Lamp Lamp Manufacturer. Lamp Reference: Lamp Type: Luminaire Watts: Luminaire Lumens: Lamp Rase; Colour Tem pereture Quantity Per Luminaire: Description: PHIUPS TO BE CONFIRMED LED 175W 13000 ESE 4000K USE THE PHILIPS 175W ENERGY ACT COMPLIANT PULSE METAL HALIDE LAMP SUITABLE FOR ELECTRONIC BALLAST. Lamp Project Requirements: NONE. Ordering Information Manufacturer: GE lighting Solutcrs 790 NW 107th Ave Suite 204 Miami, FL 33172 Tel +1 305 551 5110 Fax: +1 305 551 5129 wwW.gelghtingsciutions,com Supplier. Project Contact Danny Ramirez danny. ramreziege.conl Page 11 of 12 Lighting Equipment Specification THIS DOCUMENT IS A SUBSTITUTION TO ORIGINAL. BACKUP ORIGINAL CAN BE SEEN AT THE END OF THIS DOCUMENT. Palm Court, Miami Design District Miami, Florida 3529-LP-001, Revision 03 STREET LIGHTING - CORNER OF 38TH STREET AT 2ND AVENUE Luminaire Ref. Luminaire Manufacturer. Product Catalogue Number. Note: Description: GE UGHTING SOLUTIONS DECASHIELD 400 DSMT-17-E-1-A-1-G-MC3-CG--- MOUNTED TO WALL AS PART OF SYSTEM CONFIGURATION IDCTERIoR QUALITY WALL MOUNTED STREET LIGHT LUMINAIRE WITH DIRECT MOUNTING ARM TO FLAT SURFACE UTILISING A 175W ENERGY ACT COMPLIANT PULSE METAL HALIDE LAMP WITH A MC3 MEDIUM DISTRIBUTION CUT- OFF TYPE III OPTIC. HOUSING OF DIE-CAST ALUNIINIUM WITH HYDROFORMED AUJMIIUM REFLECTOR. INTEGRAL TEMPERED FLAT GLASS LENS IN A'NO TOOL HINGED FRAME WITH DACRRON FELT GASKET POWDERCOAT FINISH IN CHARCOAL GRAY. STAIN' ESS STEEL FIXINGS. RATED IP54. INTEGRAL 12oWI50HZ ELECTRONIC BALLAST UL SAFETY APPROVED. Accessories: WALL MOUNTING PLATE, CHARCOAL GRAY - REF: WMP-CG-OS. COMPLETE COLUMN SYSTEM AS PER I'7RAWING PACKAGE AND PROJECT REQUIREMENTS SLOW Project Requirements: LUMINAIRES FORM PART OF A STREET UGI-MNG SYSTEM INCLUDING WALL BRACKET AND LUMINAIRE. REFER TO ALL S+M INFORMATION AND DRAWINGS AS NOTED BELOW FOR VARIOUS COLUMN CONFIGURATIONS. REFERTO ELECTRICAL ENGINEER'S INFORMATION FOR ALL WIRING, CONDUIT AND CONTAINMENT ROUTES. REFER TO STRUCTURAL ENGINEER'S INFORMATION FOR ALL FOUNDATION AND COLUMN SPECIFICATIONS IN WE WITH LOCAL WIND LOADINGS. LUMINAIRES TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND LOCAL REGULATIONS. Refer To Drawings: UGIR1NG ARRANGEMENTS 3529-LA-100, 101. 102 AND 103. Physical Characteristics Image: Physical Characteristics: Cut Out: Recess; Weighs 45113s Lamp Lamp Manufacturer. PHILIPS Lamp Reference: TO BE CONRRMED Lamp Type: Luminaire Watts: Luminaire Lumens: Lamp Base: Colour Temperature Quantity Per Luminaire: LEC 175W 13000 E39 40001t 1 USE THE PHILIPS 175W ENERGY ACT COMPUANT PULSE METAL HALIDE LAMP SUITABLE FOR ELECTRONIC BALLAST. Lamp Project Requirements: NONE. Ordering Information Manufacturer: GE L.ig Kling Solutions 790 NW 107th Ave Suite 204 Miami, FL 33172 Tel +1 305 551 5110 Fax: +1 305 551 5129 uvoiv.gelighlingso1utions.com Supplier: Project Contact: Danny Ramirez danny. ramirezege.com Page 12 of 12. Lighting Equipment Specification THIS DOCUMENT IS A SUBSTITUTION TO ORIGtNAL. BACKUP ORIGINAL CAN BE SEEN AT THE END OF THIS DOCUMENT. w�.r w�e�onu SPEIF'_.+I1 JW r•:• THIS DOCUMENT IS A SUBSTITUTION TO ORIGINAL. BACKUP ORIGINAL CAN BE SEEN AT THE END OF THIS DOCUMENT. Dola ifmala Se. areT SPOPS -i- 3rJF • • THIS DOCUMENT IS A SUBSTITUTION TO ORIGINAL. BACKUP ORIGINAL CAN BE SEEN AT THE END OF THIS DOCUMENT. Miami Design District Miami, Florida, USA Street Lighting Mock-up Report 28 November 2012 Document Number 3509-RP-006 Revssion: 01 Rev Date By Notes 00 19.02.13 CDB Enitiel issue 01 08 03.13 CDB Revcsions further to comments THIS DOCUMENT IS A SUBSTITUTION TO ORIGINAL. BACKUP ORIGINAL CAN BE SEEN AT THE END OF THIS DOCUMENT. Index 1.0 Introduction and Objectives 2.0 Mock-up Set-up 3.0 Results 4.0 Conclusion Page 04 Page 04 Page 06 Page 08 Moo Street Lighting Mock-up Report 23 Nov 2012 1.0 Introutiction and Objectives The purpose of this chapter of the Street Lighting Report is to Illustrate the onsite test installation of November 28th 2012. The test was "'stalled to show the design proposals for the use of oft-the-shett LEO street lighting luminaires in the Mierni Design lastnct and to show the effect of the blue tinted light proposed for the district Street lights-lg. 2.0 Mock -lap Set-up The test installation was located on the corner of NE 2nd Avenue and 40th Street. Temporary rigging masts and generators were used to mount the fixtures at the correct height and set -back from the curb edge as per the proposed design layouts for lighting in the Miami Design District. The rigging posrtions also allowed for the sidewalk fixtures Io be installed such that an overall impression of the approtdmately 80 fool of street and sidewalk. Street Lighting - Luminaire XC The luminaires mounted toward the street were mounted at 18 feet above the sidewalk and used 5000K fixtures littered using an ac ytc cover equal to LEE Filters 185 Daylight Blue as per the design proposal. Total power per luninaire equalled approx. 120 watts. Sidewalk Lighting - Lumnaire X8 The luminaires toward the side walk were mounted at 14 feet above the sidewalk and used 3000K white LEDs. Total power per luminaire equalled approx. 18 watts. Decorative luminaires were also mounted within the tree canopies to assess this ass feature fighting option. please note that these fixtures were astinguishod when light meter measurements were recorded on the street and sidewalk. THIS DOCUMENT IS A SUBSTITUTION TO ORIGINAL. BACKUP ORIGINAL CAN BE SEEN AT THE END OF THIS DOCUMENT. rm.,..d' wEranm..a..r.� TEGESTAWi SAEW LLK L121-MM6-AVENUES AND SflUtT9 l_umIeire Ref. XB .I M N„o•,. .O 't,+no ITO TO' C000WIAS ROO eF sea.. 0010050. Au.TM6.> EE:S1 ' ikaWPC LEO WARD eel rw S..trM E CAA MAH.P,GA.na91.. nauthmautixnm WI, CLASS O k1C a..' .=oa.01VMONT..n.www .rrcawln.c aavaumaracr xw CLASS m"rvRs" n" ° x ON n tWal1.49tAS a.r.c.Er. A..w.aM1w: rRA .M 104.q.K- SWAM,A6AINLY.WP M.A.71CCtIO4OM TA 61H1Ww. O.'AH.Co[tiS AS PP~10 P{y4.N.a.r6.EV w01un6.K .a MAW. .rq.cl Ae.Y.Pw.•k .ns,A.n.-01AaNst46d 41. EA.S.RA4t W5 Gsn▪ rANae PaoLxA.•u a.;aw IR{RrS P.Eurc4 BtS.CES.S ..aRMw4ti. POP 400 .4.SrWframCS..4..MCW MUMS WTNIe6A.lWn4N.o.wEHrS MnawM.'W0.1 cleralq"u19OP.VMMIPIX. ag4.4 WC urn. WpLww Lood.g1 PEMITA Srx16e6LEXIME GM Ln WY1.1:L Pw.NO.ANOLO ON N.A.I3X.0 M.f. �ErAq+osL.sava, n.eCflrnvpEw..xw.ErM..ewm+a.sP.xnaw roo USA cctern Wvrel l enN 9e."w;YN1.11PCISMOCC r.r, EvabJY.aµ.tl...L }cMc.rm .eE.'CO a..O.w aai"RwA aox.ns wenvm 16 PM.LOJ41.�....ANm Cm 00 •�N LwAMwwn_ ae.Er w.E6R.d UwM.ap gala Law __Lwow ianada .. MOOR rr.nr... .CEaA...wfv, LEA tt'.. �umsviuu+wa. SFRlLIlFn196-STREETS Luminaire Ftet. XC ▪ .1.111 WE 13 fair to awM.As.wRro. crs,ruuu+wAlvior. P apa [zOu,Wo up.xu.Nwt.nEPSTREE1 urtn.eao MO OT ou,o4T rwKwt,,sesI RUNTO ca J,gn e. carhump. plream.Et..rsw-IMF .•..t..F.A..r Y.m0.H0-0M4E PELVr.Y4.4...+..SLA..LAWo+KM1.'XMKK'A.4)..SI>py. wRR-G-TO..KV1pG.OS...POWTE 4pap.A[WTOO I.f nGrt.Aw9MnL..pt nrlor..Lorc ull+s..BL4NRve+ MX .`p.G P hioner ., ecv�n..OLtDG.9<t .L560w4LFEH5,5L P.tliffi .Nsrp.Y6 HIV. 5e204T3A44.4WY TPOU.IGU. Lwcti,RLlGF uwFEf'.wRvrtn rt<[OOsE 2huFvoaAS.m4¢.»t M.P.Mla.r94ct wE SA6'w.LIFT @ yC 0..5 0.PprE wM4.FrMrv..Lr.egwFp 91. 11E1.6w"CREN tMVIN" A1COM Ter [.ut.U1r&ASSWKA..ew .n'rco.A...roM oMsi t,r r PI MOM NOW/ RANNI$i W4. Ymw1u...ArFFe a.cA.Onq-ELBM. sa▪ oLL-N 49.w.. 3r[MASKw pI++Y.fi �..6ENn,huCL^. Peo4a@.v.tSu[iwr •b.l... K..Nw..�P u www.a.Oromwrror4 a.1rarla..aY1q.19.nypugr4 SOUL.. 13.E.rS LJLSW6 4 .N11.lw.sn.smw.a rowo4 ..'Fr. R,.0 J.ee n.P'A.w .ere. snor®L L .row....n.am eas!Lan3 •0L..D rlCrK„LCWAKIM:..OKMTLW IfAu.tAu LVASr+no Oowriw"tr rKArs� ee19. rS or { ink domtef3kPoenweri A]ufaaE..ririO.AEn OSUMI SPEurr.p6 IONE MUM SAL MOVAIVI' _S IMP MT 3.1.0C IM1r1Ea CE .B NAArr MIrw�et .01rd be3Istk.C.n.otee. 0C131.00. rfrolcal GI."LM.A.Rn Yrp. 4WWLPS.S rCRMURrOr AypINO KP gpL 40.4.b.tvp p• GCUMMSNStCA.. 00,40649.8N.0 LCLFC#AN,l40.. num WewuCrM.N.oS/.sf A4niow...p .1.Y4e.eeN..n.gen uro ..M a.n....YAn.PS UtaarMlmtm Ax,,.E. Ga [u WO.4s Ot a.K1.1.00 4:11 M.N. ao Leap farurnqiann- L.nela.,A.a„cEr as wcdTa LCD Lo▪ mam. WAIN s,m c�▪ w.o...n.. o,wMN�rl DMrEfJ n.m ro GFmnbi.'e noluxue. • WO.. P...LM....nc OWE Specification cut Sheets a the luminaries Leated Page 4 Miami Design District Miami, Florida, USA I.I rl'. mmm I,w .:_ Ilkll 1! 11.>? B a -L. LOCATION temporary rigging masts and generators THIS DOCUMENT 15 A SUBSTITUTION TO ORIGINAL. BACKUP ORIGINAL CAN BE SEEN AT THE END OF THIS DOCUMENT. 1]' -a / WV aura STREET 0 WV 2ND AVENUE gr r�r t1t»RiN3-WCK-UP PUN Mock-up Drawing Page 5 MDD Street lighting Mock-up Report 28 Nov 2012 3.0 Results Weather conditions were file and dry as measurement were recorded at 8.00pm an the ever rig of 28 November 2012. Measurements were recorded usxig a calibrated high quality Minolta light meter in Lum units f11ux= 0.09 1. Images and spot readings as follows: UJ '///-71fi'/////// ru 01 E / / ,i.//6//// /Ve 1 Ft ZILIPEI BA. NNW OM THIS DOCUMENT IS A SUBSTITUTION TO ORIGINAL. BACKUP ORIGINAL CAN BE SEEN AT THE END OF THIS DOCUMENT. WV IN 40TH STREET Q 2ND AVENUE WV Miami Design District Page 6 Miami Florida, USA A Mid Street in line with columns 10.0 lux 0 Mid Sidewalk ill Vne wnih columns 18 lux s3 new 8Kiewaik in between cc urns s2.51t.oc s Street Light un lumetsare - 13.2 lux E Iv1d Street m between columns 8.42 lux Page 7 THIS DOCUMENT 15 A SUBSTITUTION TO ORIGINAL. BACKUP ORIGINAL CAN BE SEEN AT THE END OF THIS DOCUMENT. C - Pedestrian irght • Under iumina9re • 33.13 lux F Curb edger) between columns 12.3 [La MDD Street Lighting Mock-up Report 28 Nov 2012 4.0 Conclusion THIS DOCUMENT IS A SUBSTITUTION TO ORIGINAL. BACKUP ORIGINAL CAN BE SEEN AT THE END OF THIS DOCUMENT. The carefully mounted test installation was used both the overall impact of the LED lighting proposed for the sidewalk and blue tinted lighting to the street and to accurately record light measurements found al key points on the street and sidewalk. As the results noted above and summarised below ttustrate, the design meets the adopted standards of the'Mn/DOT Roadway Lighting Design Manual". May 2006. Routes in MOD have been classified as'Col[eotorS Commercial". in R4 condition. R4 rasphaltlsmooth texture. PleaseNote. The zoning presented in Memel is not taken into consideration as these only refer to sidewalk light guidelines from light borrowed from buildings. Table of Result Summary MnJDOT Measured Commercial Collectors m R4 28 November 2012 Eh O.g fc I tO lux A • 10 lux Minimum Average B - 13.2 lux Mantahred Illuminance C - 33.6 tux D 18lux E - 8.42 lux F • 12.3lux G-12.5lux average measured - 15.4 lux The light IsvelS exceed the requirements of the MnIDDT View of people moving through the street tight Miami Design District Page 8 Miami, Florida, USA Mew from North comer of 40th Street looking South West View looking west along 401h St raet from corner of NE 2ncf Ave Mew from South comer of 40th Street looking North West View looking West to 4flh Street tsNE 2nd Avenue Page 9 MDD Street Lighting Mock-up Report 28 Nov 2012 n" me MENTtSA8JBTVUTO xmORIGINAL. BA K ^ ^ `'U misistli kv,11:10, If THIS DOCUMENT IS A SUBSTITUTION TO ORIGINAL. BACKUP ORIGINAL CAN BE SEEN AT THE END OF THIS DOCUMENT. Ex in4,61• C -s THIS DOCUMENT IS A SUBSTITUTION TO ORIGINAL. BACKUP ORIGINAL CAN BE SEEN AT THE END OF THIS DOCUMENT. c BLOCKS 3 a A LANDSCAPE PLAN OPTION - GOMM I100B \\\NN\.. TAB I. (rD,ROE Dx�N mm -0` Q 1 ro A - f' r _o .a c�a THIS DOCUMENT IS A SUBSTITUTION TO ORIGINAL. BACKUP ORIGINAL CAN BE SEEN AT THE END OF THIS DOCUMENT. • 757- w —k\s,.\\ \1/4\ \\\\ \ \\N.\ \\ \\\. 114141.119114.4., S LCCKS 3 A 4 L gND$CAPE PLAN OPTION • L aooc THIS DOCUMENT IS A SUBSTITUTION TO ORIGINAL. BACKUP ORIGINAL CAN BE SEEN AT THE END OF THIS DOCUMENT. oisommowah w�7 111 b + C-� ACCESS MANHOLE U.S.E. NO. 120 W/ COVER TYPE "T" LETTERING TO SAY "WELL" BRICK MASONRY AS NEEDED (TYP) 32 1 /4" 1 36" THIS DOCUMENT IS A SUBSTITUTION TO ORIGINAL. BACKUP ORIGINAL CAN BE SEEN AT THE END OF THIS DOCUMENT. #5 0 6" C.C.E.W. co 8" EL 8.75 TOP OF WELL #4 r%, 12" VERT. #4 0 6" HOR. 21" #4 0 6" C.C.E.W. 24" 21" . EL 11.50 EL 10.83 BAFFLE WALL EL 4.83 6" Ea 8" 3" 0 VARIES ram RE ER TO DRAINAGE WELL SCHEDULE EL 2.83 #5 © 8" TOP AND BOTTOM EACH WAY. 6" CRUSHED STONE BASE 24" DRAINAGE WELL 34" DIA. CLEAR OPNG. DRAINAGE WELL STRUCTURE N.T.S. THIS DOCUMENT iS A SUBSTITUTION TO ORIGINAL. BACKUP ORIGINAL CAN BE SEEN AT THE END OF THIS DOCUMENT. GRATE VARIES AS WOW 01L ?WM % SOLID p1 P'D40RATfD ALMENTAI PFP s 101 PEA ROCK FILTER FABRIC NOTES e e 9 0 0 9 9/%] A 00I 0 e 9 v 0I 0J 0 C O e e 9 is i:ln ob is n o o > 9 n n F. Q e e 9 9 a 9 e 9 e o • Die mai a -lt9 2 1' ID 2 ' warm mock\ TL7F ✓ n r�r9 re rp rQ nvra vev✓v� �1pofnv7n oe ve u� e e o 9 0 0 0 0 o v o o a 9 9 9 O O v 0 9 L 9 C O R1 0701900 9 10 2 ' TUSKED ROCK 1 TYPICAL TWO BOXES EXFILTRATION TRENCH LONGITUDINAL SECTION N.T.S rr SOW • i nert7I F"ABRICI 1. PLASTIC FILTER (AT EA. Sat TOP, B0TTTh4j SHALL 13E USIA DI SA1 T( ARFA2 AS uoTED Of PLANS Alum AS DIRE AY 1F FITONEiR 2 'DIE BOT=OL OF 1LRE EKRI-TRA1Ri TRi?iCM OWL RE L5--0' SE.l.O* =FM ORO.DID ELEVATION, iaa.Ess FIELD IX/CAROM 1IARRANr OiHERTASE. 3- AFTER TITE BALLAST ROOK HA2 REEK PLACED lc 114E PROPER FiFVATIC% IT SHALL RE DPFDYTALT RISKED DM MIA CLEAN WATER RA 4' iSR TO ALLOW BAT1AL. 51:TREHDIT ?HAT MAT OCCUR. P Tr ORS WE PLACE. A$DET ON& RAI LAcT ROCK 'I$L ES ADDED TO RESTCRE< TKC MAST ROOK TO THE PROPER Ei EVA14GN. S0 THAT THE DPILTRATICK TRENCH BE COKRXTED Di AOBOROAHRS 'ARM THE DEraas. 4. DiVERT E EVAMON TO BE SET PER W.C. 2.2 (AVO OC am wawa O WATER LEVEL) TYPICAL FRENCH DRAIN PROFILE DR: MA OK: N T,S DEPARTMENT OF PUBLIC WORKS ane OF ML4MI, FLORIDA VN = omo 1Y SLFIIP EMIR OCT. 1955 MSc 35-86-26 Sheet 4 of 4 THIS DOCUMENT IS A SUBSTITUTION TO ORIGINAL. BACKUP ORIGINAL CAN BE SEEN AT THE END OF THIS DOCUMENT. C1:17 THIS DOCUMENT IS A SUBSTITUTION TO ORIGINAL. BACKUP ORIGINAL CAN BE SEEN AT THE END OF THIS DOCUMENT. i@ PLAN COURT STREET RIRAIITURE PLAN • o L▪ —SF101 THIS DOCUMENT IS A SUBSTITUTION TO ORIGINAL. BACKUP ORIGINAL CAN BE SEEN AT THE END OF THIS DOCUMENT. ,.\\\\\\\X\NNN LY 0 0 18F102 L1Ftr f �` Q STP.EFr RAN P71:1. Ng — o,. ■ \,\\\\\\\ CI 02, 0 agid a CB p CB o To ■ CB a T-5 O CO CBCI 411111... 0 v f L5FW2 L- ID! ril MR, ONMIL.133911 SLQcx53 k4 FLAN NiNr FU RRE PLA OPT£ON B f_-SF1O2 TRASH BINS OPTION 1 - SELECT MANUFACTURER. LANDSCAPE FORMS MODEL. SELECT MATERL+IL- STAINLESS SIZE: 17' X 51' X 42- OPTIONS: CUSTOM COLORS. CUSTOM SIGNAGE UST PRICE- SINGLE (S1030). TRIPLE {$2800} OPTION 2 - RECYCLE PRO MANUFACTURER: GLARO MODEL 1542-3. 1542 0R 1532 MATERIAL. ALUMINUM SIZE. 15'DIAX30"H- CAP 23GAL. OPTIONS: LIDS (HOLE. SLOT) PARTS: NEEDS LINER AND ANCHORING KIT LIST PRICE: 1542.3 = $1302. 1532 = $452 DEALER: LAKE H1LLS CONSULTANTS 631.676-5868 981 OPTION 3 -TRIO MANUFACTURER. CABANE5 MODEL- TRIO MATERIAL: GALVANIZED, STAINLESS STEEL SIZE: 26' X24.5' X 38.5'H - CAP. 5 GAL OPTIONS. ASHTRAY LIST PRICE 77 HEALER. 71 THIS DOCUMENT IS A SUBSTITUTION TO ORIGINAL. BACKUP ORIGINAL CAN BE SEEN AT THE END OF THIS DOCUMENT. 3:. F= 3P.. /6:0a OPTION 4 - BEVEL MANUFACTURER- SITU MODELSEVEL MATERIAL. CONCRETE SIZE 36'H LIST PRICE: $1368 *qe TRASH BINS OPTION 5 - BEVEL SIDE MANUFACTURER. SITU MODEL: BEVEL (SIDE LOADING} MATERIAL- CONCRETE size. 2B' X 40' X 14' OPTION. CUSTOMIZABLE CAPACITY' 22 GAL. LIST PRICE: 5.1,08$ OPTION 6 - TRANSIT MANUFACTURER FORMS SURFACES MODEL: TRANSIT MATERIAL: STAINLESS STEEL OPTION CAST ALUMINUM LID. CUSTOM COLORS SIZE: 40.8' X 19-5' X 36' CAPACITY. $0 GAL - LIST PRICE: 51,942 ASH TRAYS OPTION i - VALET OPTION 2 - HMO MANUFACTURER: MMCrTE MANUFACTURER' LANDSCAPE MODEL:VALET FORMS MATERIAL: STEEL MODEINUMO SIZE 39'N MATERIAL: STEEL LIST PRICE- S908 SIZE: 3911 DEALER' SIGMA CO UST PRICE: $1120 THIS DOCUMENT IS A SUBSTITUTION TO ORIGINAL, BACKUP ORIGINAL CAN BE SEEN AT THE END OF THIS DOCUMENT. STANDARD BOLLARDS OPTION 1 - HAIKU MANUFACTURER: CABALA ES MODEL- HAIKU MATERIAL. ALUMINUM SIZE 4" X 3214 OPTIONS. COLORS LIST PRICE 7) DEALER: n OPTION 2 - BEVEL MANUFACTURER: SITU MODEL. BEVEL LIGHT BOLLARD MATERIAL- TAKTL CONCRETE SIZE: 7" X 4.5' X $4.2511 UST PRICE: $890 CONTACT 412.485.7800 LEAD TIME. 10-12 WEEKS INEGOTIABLEI OPTION 3 - RADIUM MANUFACTURER. MMCITE MATERIAL. STEEL SIZE. 38'X3'X4" LIST PRICE- $452 DEALER- SIGMA CO. • KM1@SIGMACO.COM THIS DOCUMENT IS A SUBSTITUTION TO ORIGINAL. BACKUP ORIGINAL CAN BE SEEN AT THE END OF THIS DOCUMENT. OPTION 4 - LOT MANUFACTURER: MMCITE MATERIAL: STEEL SIZE: 39'X3"X$' UST PRICE: $280 DEALER SIGMA CO, - KM1eSIGMACO.COM STANDARD BICYCLE RACK OPTION 1 - CUSTOM CHAIN RACK MANUFACTURER: CU STOM MATERIAL' PRICE. ? OPTION 2 - MEANDRE MANUFACTURER: MMCITE MATERIAL- STEEL AND RUBBER SIZE: 25' X 10' X 26'H LOCK 2 LOCKING BARS PRICE: $3,296 DEALER- SIGMA CO. - KM1 OSIGMACO. COM OPTION 3 - FLOW MANUFACTURER LANDSCAPE FORMS MATERIAL: STAINLESS STEEL SIZE. 1.5' X 26' X 2T OPTIONS: POWDERCOATED CAPACITY: 3 BICYCLES LOCK D SHAPE PRICE: S660 THIS DOCUMENT IS A SUBSTITUTION TO ORIGINAL. BACKUP ORIGINAL CAN BE SEEN AT THE END OF THIS DOCUMENT. OPTION 4 - OLYMPIA MANUFACTURER: FORMS• SURFACES MATERIAL. ALUMINUM SIZE: TXXX35.6' OPTIONS: NATURAL ALUMINUM, POWER COAT COLORS, LOGO COLOR PRICE- $375 THIS DOCUMENT IS A SUBSTITUTION TO ❑RIGINAL. BACKUP ORIGINAL CAN BE SEEN AT THE END OE THIS DOCUMENT, ,^t THIS DOCUMENT IS A SUBSTITUTION TO ORIGINAL. BACKUP ORIGINAL CAN BE SEEN AT THE END OF THIS DOCUMENT. ..,,mitousise., Konstantin Grcic Industrial Design for Miami Deuign District / 08.2013 03 THIS DOCUMENT IS A SUBSTITUTION TO ORIGINAL. BACKUP ORIGINAL CAN BE SEEN AT THE END OF THIS DOCUMENT. KonstarrUnOrcichndustrialDesign for [Miami Design Di strict / 08.2013 04 - NM ��- --- 41.' .l_�� — ..agrmik THIS DOCUMENT IS A SUBSTITUTION TO ORIGINAL. BACKUP ORIGINAL CAN BE SEEN AT THE END OF THIS DOCUMENT. Knnstantin Grcic industrial Design for Miami Design District / OB-2013 c ii THIS DOCUMENT IS A SUBSTITUTION TO ORIGINAL. BACKUP ORIGINAL CAN BE SEEN AT THE END OF THIS DOCUMENT. 09 Konstantin Grcic Industrial Design for Miami Design District / 08.2013 THIS DOCUMENT IS A SUBSTITUTION TO ORIGINAL. BACKUP ORIGINAL CAN BE SEEN AT THE END OF THIS DOCUMENT. KonstantinGrcicIndustrielDesign for Miami Design District / 08,2013 THIS DOCUMENT IS A SUBSTITUTION TO ORIGINAL. BACKUP ORIGINAL CAN BE SEEN AT THE END OF THIS DOCUMENT. KonetantinGracIndustrial Design for Miami Design District J 08-2013 THIS DOCUMENT IS A SUBSTITUTION TO ORIGINAL. BACKUP ORIGINAL CAN BE SEEN AT THE END OF THIS DOCUM ENT. !Constantin GrcicIndustrial Design for Miami Design District 108.2013 THIS DOCUMENT IS A SUBSTITUTION TO ORIGINAL. BACKUP ORIGINAL CAN BE SEEN AT THE END OF THIS DOCUMENT. 3, 3m L 6, 7m f~ 13,2m KanstsntinGreta lndusbialDesign for Miami Design District ! OB.2013 THIS DOCUMENT 15 A SUBSTITUTION TO ORIGINAL, BACKUP ORIGINAL CAN BE SEEN AT THE END OF THIS DOCUMENT. 02,5m 03m 03, 5m KonstantlnGrdcIndustrialDesign for Miami Design District / 08.2013 r THIS DOCUMENT IS A SUBSTITUTION TO ORIGINAL. BACKUP ORIGINAL CAN BE SEEN AT THE END OF THIS DOCUMENT. i 1 10 , 9::1 16 5, 6m ',Constantin Grcic Industrial Design for Miami Design District / 08-2013 THIS DOCUMENT IS A SUBSTITUTION TO ORIGINAL. BACKUP ORIGINAL CAN BE SEEN AT THE END OF THIS DOCUMENT. EXHIBIT "D" Right of Way Area (See Attached) (30070960;1) THIS DOCUMENT IS A SUBSTITUTION TO ORIGINAL. BACKUP ORIGINAL CAN BE SEEN AT THE END OF THIS DOCUMENT. MI: MI DESIGN O ISTRICT THIS DOCUMENT IS A SUBSTITUTION TO ORIGINAL, BACKUP ORIGINAL CAN BE SEEN AT THE END OF THIS DOCUMENT. EXHIBIT "E" Insurance Requirements I. Commercial General Liability A. Limits of Liability Bodily Injury and Property Damage Liability Each Occurrence $1,000,000 General Aggregate Limit $ 2,000,000 Products/Completed Operations $ 1,000,000 Personal and Advertising Injury $1,000,000 B. Endorsements Required City of Miami listed as an additional insured Contingent Liability & Contractual Liability Premises & Operations Liability Primary Insurance Clause Endorsement "XCU" hazards, if applicable II. Business Automobile Liability A. Limits of Liability Bodily Injury and Property Damage Liability Cornbirled Single Limit Any Auto/Owned Autos/Scheduled Including Hired, Borrowed or Non -Owned Autos Any One Accident $ 1,000,000 B. Endorsements Required City of Miami listed as an additional insured III. Worker's Compensation Limits of Liability Statutory -State of Florida Employer's Liability A. Limits of Liability $1,000,000 for bodily injury caused by an accident, each accident. $1,000,000 fox bodily injury caused by disease, each employee $1,000,000 for bodily injury caused by disease, policy limit (36058718.1I THIS DOCUMENT IS A SUBSTITUTION TO ORIGINAL. BACKUP ORIGINAL CAN BE SEEN AT THE END OF THtS DOCUMENT. 16 IV. Umbrella Liability (Excess Follow Form) A. Limits of Liability Each Occurrence $2,000,000 Policy Aggregate $2,000,000 The City of Miami listed as an additional insured The above policies shall provide the City of Miami with written notice of cancellation or material change from the insurer not less than (30) days prior to any such cancellation or material change, or in accordance to policy provisions. Companies authorized to do business in the State of Florida, with the following qualifications, shall issue all insurance policies required above: The company must be rated no less than "A-" as to management, and no less than "Class V" as to Financial Strength, by the latest edition of Best's Insurance Guide, published by A.M. Best Company, Oldwick, New Jersey, or its equivalent. All policies and for certificates of insurance are subject to review and verification by Risk Management prior to insurance approval, {3G05871a;l} SUBSTITUTED COVENANT TO RUN WITH THE LAND THIS COVENANT (hereinafter the "Covenant"), made and entered into this day of , 20 by and between: Dacra Design Moore (Del,) LLC, a Delaware limited habi:'ty company with offices at 3841 NE 2nd Avenue, Suite 400, Miami, FL 33137 (`:Owner" or "Cove . ntor"), and the City of Miami, Florida, a municipal corporation of the State of Florida, with offices a • 4 4 SW 2"d Avenue, Miami, FL 33130 in the County of Miami -Dade County, party of the second par e ereinafter called "City"); WHE + AS, the Owner owns the parcel of land located in Miami, Florida, described on Exhibit "A" here (the "Property"); and WHEREA Covenantor has requested permission from City to construct nonstandard Improvements within w - dedicated public rights -of -way that abut the Property, which may include portions of NE 38th, NE' th NE 40th, NE 411, and NE 42nd Streets, depicted in the attached Exhibit "B„ (hereinafter called "District"), . d WHEREAS, the no standard Improvements which may be constructed by the Covenantor are collectively calle. ("Improvements"), and may include, but not be limited to, the items listed in Exhibit "C", attached beretand related structures, fixtures and improvements in the areas depicted on Exhibit "D" (sometimes c. -.d the "Right of Way Area"); and WHEREAS, the Covenantor may p •are and submit to the City from time to time applications for master permits (each called a "Master Peru ' for consideration and approval in accordance with applicable laws, codes, rules and regulations ch will contain the proposed location and design of the Improvements to be constructed in the rights • f--way adjacent to the Proper ty, namely pedestrian crosswalks and signals, wayfinding signs, streetligh and facade lighting, streetscape, drainage wells, private infrastructure crossings, street furniture, pubh , utilities, and any future modifications that must be made to said Improvements (any such Master ' errnit issued to Owner is called a "Master Permit" and the Improvements constructed pursuant to .., Master Permit which are in the areas depicted on Exhibit "D" hereto are referred to herein as the ` provements"); and WHEREAS, the portions of N. Miami Avenue and NE 2 which may be adjacent to certain portions ofthc Property are under the J (hereinafter called "County"); and WHEREAS, pursuant to §2-96.1 of the Miami -Dade Coun engineering devices, including traffic signage, are under the exclusive jurisdicti venue which border the District and 'sd°action of Miami -Dade County ode, all traffic control and of the County; and WHEREAS, in 2012 the County and City entered into an Intergovemrn. +tan Agency Agreement to Perform Traffic Engineering Functions, whereby the City assumed the install. 'on and maintenance responsibilities of certain traffic control devices and signs on local municipal streets ope .:. and maintained by the City within its boundaries; and WHEREAS, certain provisions are required to be included in such covenants pe . Chapters 54 and 55 of the City Code and other applicable laws, rules and regulations; and WHEREAS, City requires the execution of this covenant running with time lan condition precedent to its acting as Permittee; i3005e718;1} 1 Ap/ fr/L. SUBSTITUTED 2 NOW THEREFORE, in consideration for the express grant by City of the right and license to allow the construction and maintenance of the Improvements in the dedicated public rights -of -way within the District, subject to the teens and conditions set forth herein, the Covenantor does hereby venant and agree with City as follows: 1. The foregoing recitals are true and correct and are made a part hereof. 2. Co nantor (on its own behalf or through its agents, representatives, heirs, assigns, and/or designees) is ereby allowed to install, construct, improve, modify, move, and add the Improvements within the publi. 'ghts-of-way of the Districtin accordance with ;1) the design guidelines established and adopted in a. ordance with this Covenant, 2) the Master Permit(s), and 3) County and City standards and spec ► :tions not in conflict therewith , including , without limitation , the Miami - Dade County Public arks Manual , The Improvements, which are more particularly listed in Exhibit "C", represent ► erall design concepts. As such, the plans included in Exhibit "C" are meant to be illustrative, .+ .. not to be used by City staff to assess specific location and design criteria when considering C. -nantor's Master Permit applications for Covenantor's Improvements, or administrative modifcatio ereof. Installation, or other factors, may require modification to these plans and all such modifica ' ►ns will comply with applicable federal, state, and local laws and regulations. The Improvements in de, but are not limited to: Pedestrian Crosswalks and Si 1021s Revised pedestrian crosswalk hashing design, which is more particularly described in ttached Exhibit "C-1", Also included are pedestrian crosswalk signals and raised cross " ks, to be installed at the intersections of pedestrian pathways and public rights -of -way, e proposed locations and design of the pedestrian crosswalk signals are included in Exhibi -1. Wavfinding Signs: The installation of w finding signs, to display District -specific information, such as parking availability, tent location, and public art information, to be mounted on traffic signage and streetlight po posts or poles specifically installed to display wayfmding signs, and along building faca. - s, The wayfmding sign program is more particularly described in attached Exhibit "C-2' Streetlights and Facade Lighting: The replacement d installation of streetlights throughout the District, as well as the installation of two 1i= •t poles, located on the south side of 38th Street, between NE Miami Court and NE 1$` enue, designed to project lighting on to the south -facing building facade. The streetlight . d facade lighting design is more particularly described in attached Exhibit "C-3" and the eetlight design meets the design standards set forth in the "Manual on Uniform Traffic ontrol Devices for Streets and Highways." Streetscape: The installation of pavers, including paseo identification arkers, and mature, native -species trees, including irrigation and tree -lighting hardwar= throughout the District, as specifically described in Exhibit "C-4". Drainage Improvements: The installation of drainage improvement, including orm water drainage wells, water quality ex -filtration trenches, dedicated parking garage (30058718;1 )2 SU S STITUTE D 3 filtration trenches and additional capacity ex -filtration trenches, throughout the District. The design and location of the drainage wells is more particularly described in attached Exhibit "C-S"r Street Furniture; The installation of distinctive street furniture, including, among others, bollards, benches, bicycle racks, trash and recycling receptacles, and ashtrays, throughout e District. The design and location of the street furniture elements, which may be s +'ect to change as the neighborhood develops, is more particularly described in atta. ed Exhibit"C-6". Public The installation of public art works, which may also serve as artificial shading . • •ices, throughout the District. The design and location of this public art is more partic rly described in attached Exhibit"C-7" Utilities: Subj • , t to compliance with applicable laws, codes, rules, regulations and franchise require nts the installation of chilled -water lines and fiber optic cable throughout the Dist t may be allowed subject to the approval of the Director of Public Works and the City Co +mission , as applicable to the award of any municipal franchise. . The design and location ► the chilled -water lines and fiber optic cable, between NE 38th Street, NE 39d' Street, NE sc Avenue, and NE 2nd Avenue is more particularly described in attached Exhibit "C-8" Covenantor is hereby required to rnaintai , replace, repair, and remove the Improvements within these public rights -of -way in the locations inn ated on Exhibit "D". The City will provide electrical power to the street lights and pedestrian cross . k signals in the same manner it does in general throughout the City at no cost to Covenantor. . allowed by applicable laws, codes, rules and regulations (collectively "Regulations"), Covenantor may seelc approval of an administrative modification of any Master Permit to install, constr t, improve, modify, move, and add certain Improvements, namely pedestrian crosswalks and signwayfinding signs, streetlights and facade lighting, streetscape, drainage wells, private infrastruc crossings, street furniture, public art, utilities, and any future modifications that may be made to s. + Improvements, not contained within the Master Permit. Covenantors may appeal any appe. - le administrative determinations necessary to implement this Covenant to the City Planning, Zo and Appeals Board pursuant to the provisions of and the procedures set forth in Article 7 of ►'e City's Miami 21 Code, as applicable. 3. In the event Covenantor, its agents, representatives, designees, he , successors, or assigns fails in the reasonable discretion of the City Director of the Department of P : ■lic Works to properly maintain the lmprovementsin the locations indicated on Exhibit "D" or any p ereof, so that they become a hazard to the health, welfare, or safety of the general public, i' shall give the Covenantor written notice of such failure via certified mail, return receipt requeste• with copies to any mortgagee who has given written notice of its mortgage lien to the City in the set forth in Section 10, and Covenantor shall within thirty (30) days from receipt of such notice eith• (i) restore such Improvements, or any part thereof, to a safe condition reasonably satisfactory to or (ii) remove such Improvements, or any part thereof, and restore the right-of-way to cuzi City standards at no cost or expense to City (as timely elected by Covenantor in its sole discretion (30058718;1}3 SU BSTITUTED 4 4. In the event that, following the notice and grace period provided under paragraph 3 above, Covenantor, its heirs, successors, or assigns fails to either (i) restore such Improvements in the ations indicated on Exhibit "D", or any part thereof, to a safe condition reasonably satisfactory to or (ii) remove such Improvements in the locations indicated on Exhibit "D", or any part the ..f, and restore the right-of-way within the specified time as set forth in Paragraph 3, City may tore or remove the offending Improvements in the locations indicated on Exhibit "D", and the -asonable cost of such restoration or removal shall be declared and established as a special essment lien against the Property and enforced by any method for the enforcemen • of special assessment liens provided for under the laws of the State of Florida and/ or the •de and Ordinances of Miami- Dade County and/or the City of Miami. The Covenantor shal e liable for reasonable attorneys' fees and costs of collection incurred by the City in any action foreclose such a lien or otherwise recover costs of restoration or removal of the offending Improve is or any part thereof. The City may, at its discretion, bring such additional civil actio dlor counts for specific enforcement of this covenant and/or breach of this covenant as are al . wed by Florida law. 5. Covenantor further co ants and agrees not to pursue any legal remedy or civil action against City for any damage, c• ' sequential or otherwise, to non -offending Improvements, or any part thereof, resulting from •. lawful removal of offending Improvements or any part thereof from the dedicated public ri • t-of way pursuant to Paragraph 4, unless the damage is the result of alleged grossly negligent 1r willful acts or omissions on the part of the City, its officials or employees. 6. Covenantor will be held I..le and shall indemnify, defend ( at Covenantor's own cost and expense ) , sa and hold harmless the City, its officials and employees (i) from and against any claims, de : nds, liabilities, losses, or causes of action arising out of the use, construction, maintenance, or ernoval of Improvements in the locations indicated on Exhibit "D" or any part thereof, (ii) fro and against any orders, judgments, or decrees which may be entered against City with respec o the use, construction, maintenance, or removal of Improvements in the locations indicated on xhibit "D" or any part thereof, (iii) or all reasonable costs, attorneys' fees, expenses, judgments, amages and liabilities incurred in the investigation or defense of such claim. 7. Covenantor shall keep in full force and effect at all times +tiring the exercise of this Covenant, the insurance coverage as shown in Exhibit "E'. The insu . ce and any addendums, modifications, renewals, or amendments thereto shall be subject to he prior review and approval of the City Risk Manager. The policy shall be issued either by a State of Florida -licensed insurance co any rated A+ or better by A.M. Bests' Key Rating Guide or by another insurance company reed upon by Covenantor and City. The insurance carrier for the policy must be rated no les, han A as to management and no less than Class V as to strength by the latest edition of Best Insurance Guide and must be approved by the City Risk Manager. The policy shall cover products and completed operations, contractual liability, explosion, co pse, and underground liability. The insurance policy shall be procured and premiums paid by e (3OG58718;1)4 SUBSTITUTED 5 Covenantor. The term and any renewals thereof shall continue uninterrupted for the term of the Covenant. shall be named as Additional Insured under each such policy. A certificate of insurance bea ' + g City as "Additional Insured" shall in no way relieve Covenantor of the obligation to add City "Additional Insured" to the actual insurance policy. The insurance policy shall provide that City Attention: Risk Manager) be given at least thirty (30) days advance written notice of any mate ,1 changes to, or cancellation or non -renewal of, any policy. In the event of such material eh ge, cancellation, or non -renewal notification, Covenantor shall immediately procure anoth- policy subject to the requirements of this Covenant. The City Risk Manager shall receive a c.. of the certificate of insurance for such replacement policy at least ten (10) clays prior to the fective date of any material change, cancellation, or non -renewal of the previous policy. If City does not timely r . eive such certificate, then City shall provide Covenantor with written notice thereof, and if Cov tor does not deliver such certificate within fifteen (15) days after receipt of such written noti+ then City shall have the right to immediately secure a similar insurance policy in its name, . •d Covenantor shall be liable for any monies due under such insurance policy. If the Covenantor does not reimburse City for all such insurance costs, City shall have the right to declare and i tablish such costs as a lien on the Property, enforceable by any lawful means. Covenantor agree to increase, upon written request by City, the limits of its required comprehensive liability in ance policy so long as City's increase request shall be commercially reasonable and the reque :-d increase obtainable on commercially reasonable rates and terms. Proof of the foregoing re • red insurance shall be supplied to the City upon request. 8. Covenantor shall not have any obligatio or liability under the provisions of this Agreement unless and until a Master Permit is issue. and Improvements are constructed in the locations indicated on Exhibit "D" pursuant thereto; p • vided, however, that Covenantor shall have such obligations and liabilities as exists under • plicable regulations and any other agreements, if applicable. 9. (a) It is expressly understood and agreed that this in ent shall be binding upon City and Covenantor and also upon their heirs, successors in intert, or assigns, and shall be a condition implied in any conveyance or other instrument affecting th- itle to the Property or any portion thereof. Upon any sale, conveyance or other transfer or disposi '. n (a "Transfer") of any of the Property by the Owner, Owner shall automatically be release from its obligations hereunder accruing after the date of such Transfer, and the purchaser, tee, transferee or recipient of such Property that is the subject of such Transfer (a "Transferee") all automatically succeed to such obligations and constitute the "Owner" and "Covenantor" hereu er. Reference to Owner shall mean and refer to the then owner of the Property. (b) It is also acknowledged that not all of the property adjacent to the Right of ti ay Area (the "Adjacent Property") is owned by Owner. From and after such time as any o r (an "Adjacent Owner") of any of the Adjacent Property either assumes Owner's oblig ons hereunder as to the Improvements in the Right of Way Area adjacent to such Adjacent Own- 's {30058718;1 } 5 SUBSTITUTED 6 Adjacent Property pursuant to a Covenant substantially in the form of this Covenant or a separate assumption agreement, in each case, approved by the City Attorney (which approval shall not be easonably withheld) and recorded in the Public Records, then Owner shall be released from its ob ' • ations under this Covenant, to the extent they are expressly assumed by such Adjacent Own 10. under this United State parties at the a at which to recei this Covenant to for communication p remains an affiliate of Covenantor: City: MDDA: notice, request, demand, approval, or consent given or required to be given venant shall be in writing and shall be deemed as having been given when mailed by egistered or certified mail (return receipt requested), postage prepaid, to the other resses stated below or at the last address provided by a party to the other party notice. At the City's election, the City may direct all communications under 1 Design District Associates, LLC (MDDA), which will act as a "liaison" oses between the City and the Covenantor, as long as the Covenantor DA. Dacra Design Moore (Del.) LLC 3 841 NE god Avenue, #400 Miami, FL 33137 Attn: Steven Gretenstein City Merger rty, ofMiami S.W. 2`C Avenue,106 Floor Mi. ''. Florida 33130 Di1 or • .lic Works City of M.i.,.0 444 S.W, 21 .rvenue, 8th Floor Miami, Florid.. 3130 Miami Design Dis. t Associates, LLC 3841 NE 2na Avenue, 00 Miami, Florida 33137 Attn: Steven Gretenstein 11. Covenantor expressly acknowledges (i) that the permission granted b the City to construct the Improvements on City owned land is solely for the limited purposes set forth rein and does not constitute a lease, (ii) the City retains possession and control of property owned : the City, (iii) if Covenantor breaches any team of this Covenant, receives written notice of such breac u om City, and does not timely cure such breach, within sixty (60) days alter receipt of such written not - (provided, however, that in the event that such cure cannot reasonably be completed within such s' (60) day period, then Covenantor shall have such additional cure period as is reasonably required pro ,ed that Covenantor commences such cure within such sixty (60) day period and diligently pursues the ame until completion), then City may unilaterally revoke the permission granted herein to Covenanto by written notice to Covenantor delivered prior to the date on which Covenantor cures such breach, (30058718;116 SUBSTITUTED 7 (iv) Covenantor does not and shall not claim at any time any interest or estate of any kind or extent in nd owned by the City by virtue of its use hereunder or by virtue of any expenditures incurred in c. ection herewith. 12. ' ECORDING. Covenantor shall, at its own cost, record this Covenant in the public records • Miami -Dade County, Florida within thirty (30) days of its acceptance by the City of Miami. Co -nantor shall promptly furnish a certified copy of the recorded Covenant to the City Clerk, 3500 , a American Drive, Miami, Florida 33133 and furnish certified copies of the recorded covenant to the ity Manager, City Attorney, Public Works and Risk Management Directors at the following ad • ess: Miami Riverside Center, 444 SW 2") Avenue, Ste. 945, Miami, Florida 33130. 13. TERMINATIO This Covenant shall terminate automatically and be of no further force or effect from and . ' er such date as the City levies a special assessment intended to cover the maintenance and - .air of the Improvements, from and after the date of the levy of that special assessment. Reco ' ation in the Public Records of a certified copy of the resolution levying such special assessment all be conclusive evidence of termination hereof. 15. COMPLIANCE WITH FED . ' , STATE AND LOCAL LAWS. Covenantor shall comply with all applicable permitting -quirernents, governmental approvals, laws, ordinances, codes, rules and regulations ("Regulatio ") of federal, state and local governments, including the City, 16. CONSTRUCTION OF COVENANT. is Covenant shall be construed and enforced according to the laws of the State of Florida. nue for any cause of action or proceeding between the parties arising out this Agreement shall . - in Miami -Dade County, Florida. 17. SUCCESSORS AND ASSIGNS. This Covenan ouches and concerns and the Property shall be binding upon the parties herein, their heirs, exec .rs, legal representatives, successors and assigns. 18. AMENDMENT. No amendments to this Covenant sh l be binding on either party unless in writing and signed by both parties. 19. MISCELLANEOUS. 19.1 Captions, title and paragraph headings are for convenient re ence and are not a part of this Covenant. Such captions, title or paragraph headings shall not e deemed in any manner to modify, explain, enlarge or restrict any of the provisions contained in '' is Covenant. 19.2 No waiver or breach of any provision of this Covenant shall constitut waiver of any subsequent breach of the same or any other provision hereof, and no waive shall be effective unless made in writing. 19.3 Should any provisions, paragraph, sentence, work or phrase contained in is Covenant be determined by a court of competent jurisdiction to be invalid, illegal or otherwi t3OO5871 s;1}7 SUBS 1 ITUTEu 8 unenforceable under the laws of the State of Florida or the City of Miami, such provisions, paragraphs, sentences, words or phrases shall be deemed modified to the extent necessary in der to conform with such laws, or if not modifiable to conform with such laws, then same shall deemed severable, and in either event, the remaining terms and provisions of this Covenant sh.► remain unmodified and in full force and effect. 4 Further Assurances. All parties hereto upon the request of any other party shall execute s h further instruments or documents as may be reasonably required by the requesting party to im • - meat the terms, conditions and provisions of this Agreement. 19.5 rd Party Beneficiary. Covenantor and the City agree that it is not intended that any provision of +is Agreement establishes a third party beneficiary giving or allowing any claim or right of acti, whatsoever by any third party under this Covenant. 19.6 Discretio s f the Public Works Director ("Director"), Any matter not expressly provided for herein dealin ith the City or decisions of the City shall be within the exercise of the reasonable professional d . retion of the Director or the Director's authorized designee. [Si_ .cure Page Follows] 00058718;1 } 8 WITNESSESS: Print Print Narne: STATE OF FLORIDA COUNTY OF MIAMI-D The foregoing instrum t 20_, by Steven Gretenstein as LLC, a Delaware limited liabili (DEL.) LLC, a Delaware limited known to me. SUBSTITUTED COVENANTOR: 9 DACRA DESIGN MOORE (DEL.), LLC, by Miami Design District Associates Manager, LLC, a Delaware limited liability company, its Manager By: -- Steven Gretenstein, Vice President was acknowledged before me this day of ice President of Miami Design District Associates Manager, company, the Manager of DACRA DESIGN MOORE liab -ty company, on behalf of the company. He is personally y Public, State of Florida [Signature Page Follows] {30058718;1)9 .DU E3TITUTE D 10 WITNESS WHEREOF, the parties hereto have caused this instrument to be executed by therespective officials thereunto duly authorized, this the day and year above written. "City" CITY OF MIAMI, a .municipal ATTEST: corporation By: - Todd Hannon, City rk Daniel J. Alfonso, City Manager APPROVED AS TO LEGAL • RM APPROVED AS TO INSURANCE AND CORRECTNESS: REQUIREMENTS: Victoria Mendez City Attorney APPROVED AS TO CONTENT: Eduardo (Ed) Santamaria, P.E., CGC Director, Department of Public Works {30658718;1} Ann Marie -Sharpe, Director Risk Management Department SUBSTITUTED 11 EXHIBIT "A" Property (30058718;1 } SUBSTITUTED EXHIBIT "B" Rights of Waay (See Attached) (30058718;1} 12 SUBSTITUTED EXHIBIT "C" Non -Standard Improvements (See Attached) 130053718;1 } 13 SUBSTITUTED EXHIBIT "D" Right of Way Area (See Attached) {30058718;1) 14 SU BSTITUTED EXHIBIT "E" Insurance Requirements Commercial General Liability A. Limits of Liability Bodily Injury and Property Damage Liability Each Occurrence $1,000,000 General Aggregate Limit $ 2,000,000 Products/Completed Operations $ 1,000,000 Personal and Advertising Injury $1,000,000 B. E +orsements Required City + Miami listed as an additional insured Conting. it Liability & Contractual Liability Premises • Operations Liability Primary Insr• . nee Clause Endorsement "XCU" bazarif applicable II. Business Automobile Lia . lity A, Limits of Liability Bodily Injury and Prope Damage Liability Combined Single Limit Any Auto/Owned Autos/Sche ` led Including Hired, Borrowed or I\ -Owned Autos Any One Accident 1,000,000 B. Endorsements Required City of Miami listed as an additional insure I11, Worker's Compensation Limits of Liability Statutory -State of Florida Employer's Liability A. Limits of Liability $1,000,000 for bodily injury caused by an accident, each accident. $1,000,000 for bodily injury caused by disease, each employee $1,000,000 for bodily injury caused by disease, policy limit {3O05871$;1 } 15 SUBSTITUTED 16 IV. Umbrella Liability (Excess Follow Form) A. Limits of Liability Each Occurrence $2,000,000 Policy Aggregate $2,000,000 The City of Miami listed as an additional insured The above p©ies shall provide the City of Miami with written notice of cancellation or material clang rom the insurer not less than (30) days prior to any such cancellation or material change, in accordance to policy provisions. Companies authorized do business in the State of Florida, with the following qualifications, shall issue all insurance p icies required above: The company must be r •d no less than "A-" as to management, and no less than "Class V" as to Financial ength, by the latest edition of Best's insurance Guide, published by A.M. Best Com . ny, Oldwick, New Jersey, or its equivalent. All policies and for certificates of insuranc: re subject to review and verification by Risk Management prior to insurance +praval. (30058718;1 }