The URL can be used to link to this page

Home My WebLink AboutR-87-0109i J-87-59 1/12/87 RESOLUTION NO. $7imft'LOs A RESOLUTION APPROVING, IN PRINCIPLE, THE BRICKELL LOTH STREET PROMENADE DESIGN DEVELOPMENT PLAN AND URBAN DESIGN GUIDELINES FOR THE PUBLIC RIGHT-OF-WAY OF SOUTH- WEST/SOUTHEAST LOTH STREET BETWEEN SOUTHWEST 1ST AVENUE AND BRICKELL AVENUE; A COPY OF WHICH IS ATTACHED HERETO AND MADE A PART HEREOF. WHEREAS, the City of Miami Planning Advisory Board at its meeting of December 17, 1983, Item No. 3, adopted Resolution No. PAB 56-86, by a vote of 9 to 01 RECOMMENDING APPROVAL of the Brickell loth Street Promenade Development Plan and Urban Design Guidelines, in principle. WHEREAS, the City Commission after careful consideration of this matter deems it advisable and in the best interest of the general welfare of the City of Miami and its inhabitants to approve the Plan, in principle. NOW, THEREFORE, BE IT RESOLVED BY THE COMMISSION OF THE CITY OF MIAMI, FLORIDA: Section 1. The City Commission approves, in principle, the Brickell loth Street Promenade Development Plan and Urban Design Guidelines dated December 8, 1986, a copy of which is attached hereto and made a part hereof as Exhibit A, for the public right-of-way of Southwest/Southeast loth Street between Southwest 1st Avenue and Brickell Avenue. 22nd day of January 1987. PASSED AND ADOPTED this Y ATTES . RATTY HIRAI City Clerk PREPARED AND APPROVED BY: / A, mac' .,.�E� • /� CHRISVPHER G. KORGE,;:�O- Assis ant City Attorney CGK/wpc/ab/pb/M303 VIER L. , MA' TO FORM AND LUCIA A. DOUG City Attorney ATTACHMENTS CONTAINED 9 CITY COM![iSSION MEETING OF JAN 22 1"T RESOLUTION No 409„ RFMARKt;: . ------------- PZ PLANNING FACT SHEET • APPLICANT City of Miami Planning Department: November 25, 1986 PETITION 3. SW/SE LOTH STREET, BETWEEN SW 1ST AVENUE AND Review and recommendation of the Design Standards and Plan ( in principle) for the Brickell Promenade, being an urban design development plan for the publ is right-of-way of SW/SE loth Street between SW 1st Avenue and Brickell Avenue. REQUEST To recommend approval of the proposed Brickell Promenade plan, in principle. BACKGROUND The Brickell loth Street Promenade was first recommended in the Brickell Station Area Design and Development (SADD) Plan approved by the City Commission on April 23, 1981. In April of 1985, the City Commission authorized the issuance of a request for proposals for the purpose of selecting a consultant to provide a design development plan for SW/SE loth Street and urban design guidelines. Following standard procedures for consultant selection. The f irm of Rodriguez Khuly Quiroga was awarded the contract in December, 1985. ANALYSIS The consultants have prepared a detailed design development plan of the loth Street project from SW 1st Avenue to Brickell Avenue. The proposed plan enhances the pedestrian connection from the transit station to the office population in Brickell, combining retail activities and open space in an urban setting. The Promenade design includes paving patterns, . materials, landscaping, street furniture, lighting, signage and special amenity features. A complete traffic and engineering analysis is also part of the study. Prel iminary construction cost estimates have been completed. Management and operational recommendations are addressed as well as design guidelines and standards . for private development frdnting on SW loth Street. PAB 12/17/86 I tem M3 Page 1 ------------ - - The team of Rodriguez Yhuly Quiroga and the Planning Department staff have worked closely throughout the course of the study with City and County representatives as well as private property owners in the area. RECOMMENDATION PLANNING DEPARTMENT The Planning Department recommends approval in principle, of the Brickell Promenade Design Development Plan and Urban Design Guidelines. PLANNING ADVISORY BOARD At its meeting of December 17, 1986, the Planning Advisory Board adopted Resolution PAB 56-86 by a 9 to 0 vote, recommending approval of the above, provided developers pay for the project, with the exception of water and sewer expenditures, which will be paid for by government agencies. f CITY oF NUAMI BRICK 1, PROMENADE DESIGN DEVELOPMENT PLAN AND DESIGN GUIDELINES 11 ExAi bi� A I �J CITY OF MIAMI 11RICKELL PROMENADE Prepared For CITY OF MIAMI Mayor Vice Mayor Commissioner Commissioner Commissioner City Manager Planning Director Xavier L. Suarez Miller J. Dawkins Joe Carollo Rosario Kennedy J.L. Plummer Cesar H. Odio Sergio Rodriguez Prepared by Rodriguez Khuly Quiroga Architects Chartered In Association with Design Development Resources Planners Hannah/Olin Ltd. Landscape Architects McDowell -Johnson -Helmick Associates Inc. Consulting Engineers December 8, 1986 Design Development Plan and Urban Design Guideliness7--103o TABLE OFCONTENTS PAGE 1. SUMMARY OF RECOMMENDATIONS WITHIN PUBLIC R.O.W. OVERVIEW 1 1.1 Zone 1 3 1.2 Zone 2 12 1.3 Zone 3 20 2. DESIGN GUIDELINES FOR PRIVATE SETBACK AREAS AND BUILDING FACADES OVERVIEW 28 2.1 Zone 1 29 2.2 Zone 2 32 2.3 Zone 3 34 2. MANAGEMENT STRATEGIES OVERVIEW 36 APPENDIX "A" Outline Specifications APPENDIX "B" Manufacturer's Product Literature 8'7-1051- LIST OF ILLUSTRATIONS FIG. 4.1 Illustrative Site Plan FIG. 1.1 Zone 1 - Illustrative Site Plan FIG. 1.2 Zone 1 - Details FIG. A/1.2 Zone 1 - Partial Plan FIG. B/1.2 Zone 1 - Section FIG. C/1.2 Zone 1 - Street Cross Section FIG. D/ 1.2 Zone 1 - Elevation FIG. 2.1 Zone 2 - Illustrative Site Plan FIG. 2.2 Zone 2 - Details FIG. A/2.2 Zone 2 - Partial Plan FIG. B/2.2 Zone 2 - Section FIG. C/2.2 Zone 2 - Elevation FIG. 3.1 Zone 3 - Illustrative Site Plan FIG. 3.2 Zone 3 - Details FIG. A/3.2 Zone 3 - Partial Plan FIG. B/3.2 Zone 3 - Section FIG. C/3.2 Zone 3 - Street Cross Section FIG. D/3.2 Zone 3 - Elevation PAGE 2 6 7 8 9 10 11 15 16 17 18 19 22 23 24 25 26 27 S7=1o5;_ LIST 4F ILLUSTRATIONS (Cont'd) PAGE FIG. 5.1 Exclusive Pedestrian Use Scheduling Chart 37 FIG. 5.2 Zone 1 Exclusive Pedestrian Use - Vehicular Circulation 38. FIG. 5.3 Zone 2 Exclusive Pedestrian Use - Vehicular Circulation 39 FIG. 5.4 Zones 1 & 2 Exclusive Pedestrian Use - 40 Vehicular Circulation FIG. 5.5 Zones 1, 2 & 3 Exclusive Pedestrian Use - 41 Vehicular Circulation ,I i i i 8'7-10gc_ FI F I I E SUMMARY OF RECOMMENDATIONS WITHIN PUBLIC R.O.W. WrIOS! OVERVIEW This report, along with the Final Design Presentation, represents the conclusion of the consultants work on the City of Miami commissioned -Brickell Promenade Study. The study, which consisted of three phases: . 1. Program Development and Planning Phase 2. Schematic Design Phase 3. Design Development Phase focused on proposing specific design solutions for the three block long S.E./S.W. 10th Street corridor. The proposed solutions are the end result of a thorough process involving an analysis of existing conditions and proposed improvements along with a series of meetings with land owners and public officials. The following primary objectives were identified at the end of the Program Development and Planning Phase: * Promote pedestrian movement from the Metrorail Station through an active, safe environment to Brickell Avenue. +� Provide a 24 hour multi -use urban activity center with a cultural/entertainment/retail identity. Provide a pedestrian focus for the Brickell Area at the core of Central Brickell. Other underlying objectives were to create a quality environment with a unique sense of place and to enhance the character and image of the area to encourage the private sector to take advantage of the favorably zoned prime development opportunities in the Central Brickell area. Additionally, provisions for accommodating the People Mover station and/or track(s) along or adjacent to the Brickell Promenade corridor were addressed. Specific objectives were addressed by Zone* as the format of this report does. *Please refer to Program Development and Planning Phase report dated April 25, 1986 for related data inventory and analysis information. Zones 1, 2 do 3 correspond to the three blocks along loth Street from West to :East. r_ a 0 F u a CITY OF MIAMI wwurn � �BRICKELL a0MLOPMENT PROMENADE afsouwu D ILLUSTRATIVE SITE PLAN F11 MOCIAM I 2 1.1 ZONE I Zone 1 is the longest block (6001) situated immediately adjacent to the Brickell Metrorail Station between S.W. lst Avenue and South Miami Avenue. This zone contains the most buildable frontage and includes the historic Fire Station No. 4 currently undergoing renovation. 1.1.1 CONNECTION TO BRICKELL METRORAIL STATION Provide paved bands and central area at intersection (S.W. 1st Avenue and Brickell Promenade) to "announce" pedestrian crossing. (figure 1.0 * Provide appropriate pedestrian crossing lights at intersection. * Provide a double row of Royal Palms at both sides of S.W. 1st Avenue. (figure 1.0 Provide Metal Gateway Trellis at East side of S.W. Ist Avenue. (figure 1.1 and C/1.2) * Provide Metal Trellis Wall to screen station at West side of S.W. 1st Avenue. (figure 1.0 1.1.2 STREET CROSS SECTION * Provide continuous valley gutter at South side with longitudinal drainage to allow "Linear Plaza" effect when Zone 1 is reserved for exclusive pedestrian use. (figures C/1.2 do B/1.2) * Provide standard section curb and gutter at North Side. (figure C/1.2) 1.1.3 PLANTING Provide Live Oak shade trees at 30' o.c. with tree grates at South side. (figures 1.1 & A/1/2) * Provide Royal Palms with tree grates at North side as shown. (figures 1.1 do C/1.2) * Provide vines at North side as shown. (figures A/1.2 & D/1.2) M 1.L4 PAYING Provide paving pattern with bands as shown. Pattern is designed to accommodate functional delineations for parking and driving lanes and scale changes as shown. (figures 1.1 do A/1.2) 3 1.1.5 STREET FURNITURE Provide bollards at South side for pedestrian safety. (figure B/ 1.2) Provide trash receptacles at both South and North sides. LIGHTING Provide light standards at 30, o.c. at South side. (figures 1.1 & A/1.2) Provide tubelights and recessed grate mounted uplights at shade street trees at South side. Provide spotlights in Metal Trellis at North side. (figures C/1.2 do D/1.2) Provide recessed grate mounted uplights at Royal palms. UTILITIES Increase water main to meet revised fire flow requirements and potential development size. Provide new gravity sewer line at North side to service block 71. Relocate existing overhead electrical and telephone lines underground. Provide adequate manholes and conduit stub -out provisions for projected future developments. Replace existing cobra -head type street lighting fixtures with those specified. METAL TRELLIS Provide metal trellis for vines, lights and canopy attachment at North side as shown to provide street definition and scale. (figures C/1.2 & D/1.2) PARKING Provide 14 on street parking spaces at North side for enticement purposes and for multi -use stalls at exclusive pedestrian use times. (figures 1.1 and C/1.2) i V►% 4 1.1.10 DROP-OFF/MINI-BUS STOP Provide area as shown at mid -block on the North side. •(figure 1.1) l.l.i I HISTORIC FIRE STATION NO.4 * Provide Royal Palms at North and East sides as shown to allow views of restored facades. (figure 1.1) Continue paving pattern to base building line as shown. (figure 1.1) &him 5 0 1 F F n F7 _J -- _ I - ' CITY OF MIAMI BRICKELL PROMENADE lkGkNU � O O rauio • ilrrrant ►uln► tllnwr.► ~t~~� ~•~ �••~~ Ulf4N ratutu•ottu ruu O!►llUl'Mlhi ~BUY rw. •lYll■!SF1 y—� L ZONE I ---- lLWSTRATIYE SITE PLAN - tNyr ur .r rtfrt it Yx rnu ruY 14►NNAN/UI IA slothr•uhs a,uaus 4UIMklI luau u.ur t.nn IU I lIN ► mull I•� 6 u 11 owcr owrr nwrr own — TW slMQ(r•wu� I��wa. �it��• �i7a••�a'R�1YMW� arr �I�7YY��MMY •sue{,. .. a• .1 L, I �•www�n atr _. ._ __!'! _ ..____ __ry_ uo•tocur\\ur w• _ C Y.�trrtY+. p�rYy� I 1W Y\t\IY.� —CYIIr Iy' 1♦ YYYtYVRY Z • YYr\ rill\ •\alY 1 t III\ \ MY afi � YiwK M •uun A• Ia.r C—m Z; t • � ' •r ••� nrrrrillrY�i r\\ -�lili� r •Mf u.Ir Ila\Y. v[natYr _.� I r...Y..Im.ulaWa ��yyyy�� ''•• MY.a.YtY tIIM YY y4Y1Y! wW \ PARTIAL PLAN tur %1 SECTION 1.7 • • ' __ 1 1 , a I _ . _ �_�. , rYtY r•YYa .Itll _�9___ IL• 175Y.-T-9 r+ _..T..rlw-�- i:iw T •.� 11 I . I -f - ��i.-' 1 u�' _ 1 _ Ir'r-• t fte 1 Tff tt r c CROSS SECTION - .O ELEVATION x , _� CITY OF MIAMI ilrwrant V11YIad BRICKELL PROMENADE 111 lLL.h _ / W \1lIM'Mlhl �1�U1 1LL ! 5 �� TONE I u rut Ia IIAh11M1/OI Ih .• I,.I.. w Uu1\I u .NIM -� DETAILS IIIIM11 ► M A1lIM 4411f _ J TREE GRA LIVE OAK TREE — I< 1 = O � STREET 1_j ka, of < 1 U ^ BOLLARD 1 1 I tes�:i•sei9s:t9:. n� ti`::i 1 � � ■��0 ■■ ss euus-sx-sx i■c�■i� a m ■ ::.:.:.i::iL:Aii3 ■ .Mim ...... ■■n■■� ■ai111iiii .a.c;s:�tsillg .. ii: i 11:1 i xis�w iii t a �� 1 ■■■■■■ WINsiui�:� ■ 0 ■ ■■■■ ■m n a M. • I ��■ s:siiiittH is,;i111a:91 Bi:IKaH 'iiili�:if1SC�C:,� ii7�.i ::i :��:�9 ,c;is w 11:1Wititii:7:ie . *1i srt� Mum u� ■ ...........i iutiiiiiiiisiti::•�� egii •i i... � a ■0 rlil��titi• 7ttti; : PARTIAL PLAN i.2 ZONE 1 --- ----- 0 4 8 16 FEET IGHTS ANp VINEST}I "ONTINUOUS CANOPY ABOVE VINE PLANTER 8%109ti. s Y 6' TO PROPERTY LINE PRECAST CONC. BOLL4 SANDBLAST FINISH -� f PREFAB CAST IRON � TREE •GRATE •{ TYPE ' U' f ANGLE FRAME 04 ce O 5'-0' 3'-0' 11'-6' TO CENTERLINE R.O.W. ,f � LT' LIGHT CANISTER I� PREPARED ,\ PLANTING SOIL , f 6':l2' CONT. HEADER - W/ 2 05 CONT. - -- - - -- .- ROUTGUARD 6' COMPACTED LIMEROCK ' ' BASE (AASHTO T-180) L7T/11TT111T � . y 1.2 l ZONE 1 ,_ 6' 1 1'-6' !Y 'if',: u OCT. 1 i T 0 s 1 2, "M PEET CONCRETE VALLEY GUTTER 3' THICK PRECAST PAVERS 1 1/2' DRY SAND CEMENT SETTING BED r• �I 1' DOUBLE SAND AND OIL SEAL GOAT „ 8' COMPACTED LIMEROCK BASE (AASHTO T-180) COMPACTED SUBGRADE (AASTHO T-99) 9 10' MIN. OFFICE/ RESIDENTIAL OFFICE/ RESIDENTIAL OFFICE/ RESIDENTIAL. RETAIL/ ENTERTAINMENT/ SERVICES MINIMUM 40% TRANSPARENT i I I I I i 4� CONTINUOUS CORNICE CANOPY y I AFL .�.7�. • oaf.-. CONTINUOUS y ==X CANOPY METAL TRELLIS \!l 10' .MIN. 0 = OFFICE/ RESIDENTIAL OFFICE/ -RESIDENTIAL o 0 \ O , 9' , ; = RETAIL/ ENTERTAINMENT/ SERVICES MINIMUM 60% - I TRANSPARENT 8' I MAX 28'-611'-6' 11'-6' 9'70' 4'-6' DRIVE DRIVE PARS ING' DROPP OFF/ DELIVERY 4 10' 12' SETBACK - R.O.W. SE'1'HACF: c� CROSS SECTION 0 J s 16 L2� ZONE I FEET &h.'"s . 10 CONTINUOUS CORNICE ----------- ,----.---------------- - - - - ------ - - - -- ILI 48• 1 I • � � uWlr►.� , /4f t1.� •jlll .� ,I! -- ---, 'l.` r-------------� CONTINUOUS 1- ' CANOPY � a BACEasomsTME 7� ,Vir . f, ELEVATION �_2ZONE I ' r ( ��'•�_ _ _( �' I METAL TRELLIS WITH �• '� LIGHTS AND VINES - r L - t • 0 4 8 16 FEET ►•lt� .fir W II 1.2 ZONE 2 Zone 2 is the shortest block in the Brickell Promenade consisting of approximately 200' between South II Miami Avenue and Brickell Plaza. This block is the focus of the Promenade due to it's key location, at the 'hub or knuckle of the other two Zones, and it's existing abundant valuable vegetation. A group of large canopy Live Oak trees occupy approximately a third of the area most of which lies within the two existing city owned mini -parks. 1.2.1 CONNECTION TO ZONE 1 AND ZONE 3 * Provide paved bands and central area at intersection to "announce" pedestrian crossing. (figure 2.1) Provide appropriate pedestrian crossing lights at intersection. +� Provide Royal Palms as shown to announce Promenade. (figure 2.1) * Provide Metal Trellis Gateway at end of Zone 1 as shown. (figure 2.1) 1.2.2 STREET CROSS SECTION +� Provide continuous valley gutters at both the North and the South sides of the street for easy conversion to Plaza during exclusive pedestrian use times. (figure 2.1) ` Provide 22' wide traffic area for one I I vehicular circulation lane each way. 1.2.3 PLANTING * Preserve existing tree canopy as shown. Create a lawn area below the canopy for passive activities. (figures 2.1 do 2.2) Provide area to receive existing oak trees to be relocated from Zone 1 at southwest. corner of Plaza/Park. (figure 2.1) Provide Royal Palms as stipulated in 1.2.1. 1.2.4 PAVING Provide paving pattern with bands as shown. (figures 2.1 & A/2.2) 12 1.2.5 STREET FURNITURE Provide a continuous built-in bench along the edge of the Oak canopy for abundant seating with minimum maintenance. (figures 2.1 & B/2.2) * Provide bollards at both North and South sides of street for pedestrian safety. (figures 2.1 A/2.2) Provide trash receptacles at Park/Plaza area. 1.2.6 LIGHTING Provide light fixtures mounted on bollards. +� Provide recessed grade mounted uplights at existing tree canopy area. Provide Recessed light fixtures throughout length of built in bench. (figures 2.1 do B/2.2) * Refer to 1.2.9 for performance related lighting. Provide recessed grate mounted uplights at Royal Palms. 1.2.7 UTILITIES Increase water main to meet revised fire flow requirements and potential development size. * Provide new gravity sewer line at North side to service block 72. Upgrade system at South side to service block 74. Relocate existing overhead electrical and telephone lines underground. Provide adequate manholes and conduit stub -out provisions for projected future developments. * Upgrade existing storm drainage system to meet additional demands and . the latest requirements of the City of Miami Public Works Department and Metro Dade County Water Control Section. * Replace existing cobra -head type street lighting fixtures with those specified. Wrios 13 1.2.9 LAND ACQUISITION Acquire land adjacent to existing parks to create a desirable critical mass of open space at this key location. 1.2.9 PERFORMANCE AREA +� Provide raised Stage Area with decorative fountain integrated as shown. (figures A/2.2 & B/2.2) Provide Light/Laser Tower to accommodate stage related lighting and laser light shows at night. Also, for other performance related functions (backdrops, sound equipment, special effects, etc.) (figures A/2.2 & C/2.2) 1.2.10 PLAZA * Maintain large open space free of obstructions as shown for large group gatherings and events. (figure 2.1) it 11 f7 I CITY OF MIAMI Lkl1kMD M" BRICKELL PROMENADE �l~ llWlFwlw\ 1\Y y Oww•tll. F.. luu O!YlLIIrMtht ' 641 RktOI K!) YF.u\u lYtu IIAhhCN/p Ih _ 11Y m ZONE 2 0 .....1. � OUN llt iLUNTRATIVE SITE PLAN esscx•Mus I a"C OS 15 7—:.- ILI ijj I :'i OW , molli:'�i WTI r"IWI:AVLOIa�--- i 7A 14 t!-w CITY OFM1AM1 BRICKELL PROMENADE DETAILS ZONE 2 QWNMAKHULV • Ls" stVaLopull,rd uxm IES L.+or.w ..�>Mtu•• "A14114101/atom 6-111" lavowtILL impam [22] IMLMKX ASUXIATU 87-.-10S 16 Aig STAGE FOUNTAIN 24x24'x 2' THICK PRECAST PAVERS SET ON MORTAR BED PRECAST CONC. +- COPING SAND BLAST FINISH — SECTION ZONE 2 -•-�I - j � IIIUi PLAZA PRECAST CONTOURED CONCRETE BENCH SEAT RECESSED LIGHT FIXTURE POURED IN PLACE CONC. BASE 1 1/2' DRY SAND-1 DMENT SETTING BE 6' COMPACTED — LIMEROCK BASE (AASHTO T-180) 0 .S 1 2 FEET 8 i09 18 I ELEVATION ZONE 2 n- �J� •�. �� :� ('��:a....-� "`�,� '_.,ems LASER TOWER- - • ' EXISTING OAK TREES � qlk 0 4 8 16 FEET v�� i� 19 r 1 G 1 1 1 1 1 1.3 ZONE 3 Zone 3 is approximately 350' long and is situated between Brickell Plaza (S.E. 1st Avenue) and Brickell Avenue. This block contains essentially no buildable frontage and is occupied by relatively new office buildings and parking garages. Additionally, this Zone contains some valuable vegetation. Due to this, we foresee the least change, relative to Zones 1 & 2, occurring along this block. 1.3.1 CONNECTION TO BRICKELL AVENUE * Provide paved bands and central area at intersection (Brickell Avenue and Brickell Promenade) to "announce" pedestrian crossing.. (figure 3.1) Provide appropriate pedestrian crossing lights at intersection. Provide 4 rows of Royal Palms: 1 at each side of Brickell Avenue and 2 rows in the median strip. NOTE: Coordinate with proposed Brickell Avenue Landscape Study currently being negotiated. (figure 3.0 * Provide Metal Gateway Trellis at West side of Brickell Avenue. (figures 3.1 & D/3.2) 1.3.2 STREET CROSS SECTION * Provide standard section curb at North and South sides of street. (figures B/3.2 do C/3.2) Provide 22' wide traffic area for one III vehicular circulation lane each way. 1.3.3 PLANTING Provide Royal Palms in tree grates at 20, o.c. at both the North and South sides of the street. (figures 3.1 do A/3.2 do C/3.2) 1.3.4 PAVING Provide paving pattern with bands as shown. Paving is designed to accommodate functional delineation of driving lanes and scale changes. (figures 3.1 & A3.2) 1.3.5 STREET FURNITURE Provide trash receptacles at both North and South sides of street. Erj6_'JL0fI ' 20 1.3.6 LIGHTING Provide light standards at 20' o.c. at North and South sides of street. (figures 3.1 & A/3.2) +� Provide recessed grate mounted uplights at street trees. * Provide spotlights in Metal Trellis Gateway. 1.3.7 UTILITIES * Since new development along Zone 3 is not expected to occur upgrade underground utilities only as required to feed Zones 1 & 2. +� Relocate existing overhead electrical and telephone lines underground. Replace existing cobra -head type street lighting fixtures with those specified. 87:-109 21 1 1 r 1 L [1 1 .1 91 t/ L!({ENO M�MMggl CITY OF MIAMI "'°" ,. r. PROMENADE o t.... • �31 BRICKELL PROM o Nw........ 4F1 .—. f111 NT ❑ t••.w tna. t wr.N .N NIN.. I � N•NHY .Y�.. ItAN1UN/OIIN / \ ( .u.rt... Q mot... SAINVI LL F3.1 J J pINSUN —. 1}ZONE 3 ........... NILM IA �---- t} �ssucu�Tls _ ILLUSTRATIVE SITE PLAN I I I 1 r . IkAl IE i r L� PARBAL PLAN ur rN ..r0 — .unnauvn t.r .u. tau auvro �atut mrutro. Guar awaa aa.,w.r i.1 Swnm t � 17 ..ar 1 - a.tY tWYa Yf.Yt r� �c`;�OSSS6t�{(�_--�• �1 ELEVATION ------ CITY OF MIAMI KNULi • = BRICKELL PROMENADE WEN ' OEVEUIRIENT 1E90UEx lS ❑ T II NAN HAXIIN j ZONE 3 MDMIELL JOHNWN F3 �2 --- DETAILS NEW" AlsocwEs Warlos 23 LINE OF CANOPY'S At TYP. LIGHT POST' ROYAL PALM 20'O.C. PLAN 50' R.O.W. 0 4 8 16 FEET 8�to9 24 SETBACK 6'-0* 1 2'-0 VARIES 6- I OQQ LIGHT CANISTER PREPARED I PLANTING SOIL I 6'x12' CONT. HEADER W/ 2 #5 CONT. COMPACTEDSUBGRADE. (AASTHO T-99) ZONE 3 11'-0' TO CENTERLINE R.O.W. CONCRETE CURB do GUTTER 3' THICK PRECAST PAVERS 1 1/2' DRY SAND CEMENT SETTING BED 44 DOUBLE SAND AND 6L SEAL COAT 8' COMPACTED LIMER_OCK. BASE (AASHTO T-180) 6' COMPACED LIM_EROCK-. BASE (AASHTO T-180)•, 0, :S 1 2 FEET Q "09 - 25 h � I PARKING r I <: ` -t - .fit• y V ` ,' PARKING _ 11 •PAR CANOPIES PARKING KING — i �NOPIES PARKING .; - tl ` RETAIL RETAIL _ ( PA V CONVERSION �) ' �� n �, CONVERSION I 12' 6' 6' 2 11' 11 6' 6' MAX i i SETBACK • 50' VARIES 71 R.O.W. c CROSS SECTION - 3.2 ZONE 3 SETBACK VARIES 0 4 8 16 26 1 _a 1 I It •� 1��- _'f�%, 1 1,- ♦ c .t�l ��\t,,`C.�` - J .sty:. / ,,.'.'�.1 • t,'•t'� % /� %= ,ty',�� .�./,�! "``tr.ti�l; \ rti� :\ Il`ST ,1j;�-� ;,,.�,�:�,'',, \1��- _�.�"��,/�';�t.':WI(•,�4�, 1�•' - a�/�/.j�'(• /-•;;�, �7 — ,' �5 rCCCUCC](�7CQC�CC �� b DEEl - 1 . 1 r . 1 I I METAL TRELLIS GATEWAY 4'-0, 44'-0' 4'-0' 0 4 8 16 D ELEVATION FEET 3.� ZONE 3 27 .. DESIGN GUIDELINES FOR PRIVATE SETBACK AREAS AND BUILDING FACADES U r OVERVIEW Design guidelines for the private setback areas and building facades of developments fronting on the Brickell Promenade have been developed in order to ensure continuity of design between the public R.O.W. and the privately owned setback areas. The guidelines attempt to balance individual developer freedom and preconceived design by being flexible wherever possible. The intention is to create a unified place with an urban character responsive to the specific needs of a pedestrian -oriented environment in the Brickell Precinct. This can only be accomplished through a concerted effort between the public agencies and private landowners involved. It should be noted that these guidelines are in addition to the requirements stipulated in the SPI-7 zoning district regulations found in the City of Miami Zoning Ordinance. The guidelines are organized by Zone to reflect the differences inherent to each of the three blocks along the Brickell Promenade. Each Zone or block has specific design elements (paving, landscaping, lighting, etc.) grouped in the same order. Specifications for all of the design elements have been compiled into Appendix "A". In addition to the design standards and guidelines outlined in this document, it is recommended that a Design Review Committee be created to review planned developments along the Brickell Promenade. er . 9 - 26 1 ry anuanV 11043T3fl Pue •anV 7S1 MS u00141ag !' -Jaa37S 11:101 3S/MS • EO mail LE - SV 9961 `L1 iagwa3aa 9Vd- . / W313 3UISNU % Y SIR t:0i `I so +/ it t1 '1, b� 0 001 to 06 a , s t t c• s of i co _ �►' .. Ii H e• iwO1ii o s '1 t t s 1S I ZI � of 6• etl • •I e bg y �e t2 zz It or its rl [1 •1 e` '• Cos 9909 1 tl cl •1 1 2, a �, 1 � i s f f t• s tl c / e v3� u - • 1� ` 1S II •M•of � e ! x S ei 1 S f .. .. os ot1 so Sr t2 2Z 12 02 sl rl [I !1 61 • �01 O. „� • a t n -n� Q v Ile° r, nn �� f, LI 11 it M [1 :1 11 It '•? rp n f S tt 51 a et'2 s ! IJi wr'rM �f�l�[• e: �f :...•�� 0 1S • ! e t f1 �toofl s Of 9r i 22 1 Oi it rl [I rl •1 o .1 LI .1 ft 1 it jl M J. � • fV 9, r 1 ZL � • � f� [I Oz OL o � V fl , r� 6 S c Y 11 �:1 4t of A e ,1 gw0sn", 11 01 s Y � • Cz Z2 Iz of RI .1 11 rt •1 {1 • l ct m is tl'3b3VON S S s 2 - 9 Sr it 1 0z •1 t1 21 n N .1 - - 8�r� i i ► s r L 0. 11 i• rn e= e C e Il` °► of � + f . e . 2.1 ZONE 1 Zone 1 is the block along which most redevelopment will occur. The cross section of the street is assymetrical thus creating decidedly different North and South sides. Please note this when reading the following design guidelines. 2.1.1 SETBACKS * With the exception of through the block connections and plazas the maximum and minimum Ground Level Setback at the North side shall be 12'-011. (figures A/1.2 & C/1.2) With the exception of through the block connections and plazas the maximum Ground Level Setback at the South side shall be 15"-011. (figures A/1.2 do C/1.2) +� All buildings on both the North and South sides shall setback an additional 10'-0" minimum at a point 4W-0" above average grade. (figure B/ 1.2 & C/ 1.2) 2.1.2 SERVICE AND PARKING ACCESS * No service access shall be allowed from the Brickell Promenade. Service access is encouraged from both 9th and 11th streets. * No parking access shall be allowed from the Brickell Promenade. Parking access is encouraged from both 9th and 1lth streets. 2.1.3 PLANTING Provide Live Oak shade trees at 30, o.c. with tree grates at South side. (figures A/ 1.2 do C/ 1.2) Provide Royal Palms with tree grates as shown on North side. (figure 1.1) Provide vines as shown on North side. (figures 1.1 & A/1.2) I Relocate all existing Oak trees over 18" in diameter, not shown to be preserved,.to Oak tree repository area at Park/Plaza area in Zone 2. 4fl 2.1.4 PAVING �. * Continue R.O.W. paving pattern with bands as shown, to building setback line. Note difference between North and South paving patterns. (figure A/1.2) * Where plazas or through the block connections are present, pave with approved pavers only. 2.1.5 STREET FURNITURE * Provide approved trash receptacles only. 2.1.6 LIGHTING Provide tubelights and recessed grate mounted uplights at street trees at South side. * Provide recessed grate mounted uplights at Royal Palms. 2.1.7 CANOPIES * Provide a continuous fabric canopy attached to Metal Trellis as shown at North .side. Choose tfrom approved colors only. (figure C/1.2) 1 * All canopies, if used at South side, shall be made of approved materials and colors and conform to dimensional guidelines. (figure C/ 1.2) 2.1.8 BALCONIES * Balconies are encouraged at both the North and South sides. Balconies shall not project into setback area below .48'-0" above average grade. (figures C/1.2 & D/1.2) 2.1.9 SIGNAGE * All signage on canopies shall be a maximum of 10" in height. I * Signage on storefronts and building facades shall be subject to approval. &= �09-s0 ( 2.1.10 STOREFRONTS ( A minimum of 60% of .all horizontal frontage shall be transparent glass at the North side. Minimum average height of 5'-011. ' * A minimum of 40% of all horizontal frontage at the ground floor shall be transparent glass at the South side. Minimum average height of Y-011. Multiple light French doors shall be used wherever possible. * Approved glazing materials include: ( Clear Glass at ground floor street frontage. f 2.1.11 BUILDING FACADES 4 * Provide a continuous 3"-0" high cornice at 48'-0" above average grade at both North and South sides. Cornice shall project 6" into setback. Specific design and materials may vary. 2.1.12 BUILDING MATERIALS * There are no specific limitations with respect to building materials other than those already stipulated. I .Os _ 31 ZONE 2 Zone 2 contains the most valuable vegetation found in- the Brickell Promenade. The design of the Park/Plaza has been subordinated to this fact. It is our intention to preserve and enhance the existing present character by providing ample seating along the Oak tree canopy edge, introducting a stage area for performances, and encouraging spillover from privately owned establishments onto the public plaza. 2.2.1 SETBACKS * Follow SPI-7 zoning regulations. * There shall be no sideyard setback required from the major avenues. 2.2.2 SERVICE AND PARKING ACCESS * No service access shall be allowed from the Brickell Promenade. Service access is encouraged •from both 9th and I Ith streets. No parking access shall be allowed from the Brickell Promenade. Parking access is encouraged from both 9th and IIth streets. 2.2.3 PLANTING Preserve all existing Live Oak trees. If setback is provided, submit planting plan for compliance with overall planting concept. 2.2.4 PAVING +� If setback is provided, continue paving pattern with bands as shown to building setback line. (figures 2.1 & A/2.2) 2.2.3 STREET FURNITURE All trash receptacles shall be approved model and color. 2.2.6 LIGHTING - All light standards shall be approved model and color. O". i09- 32 2.2.7 CANOPIES if used, shall be of approved materials and colors and conform to dimensional +� All canopies, guidelines. 2,2.9 SIGNAGE * All signage shall be a maximum of 10" in height. ' 2.2.9 STOREFRONTS A minimum of 40% of all horizontal frontage at the ground floor shall be transparent glass. doors shall be used wherever possible. I Minimum average height of 5'-011. Multiple light French Approved glazing materials include: i Clear Glass at ground floor street frontage. 2.2.10 BUILDING MATERIALS limitations with respect to building materials other than those already * There are no specific stipulated. 2.2.11 EXISTING RESTAURANT * Encourage spillover from existing restaurant onto public Park/Plaza area. All furniture used I • in public spaces subject to approval. 33 i �1 2.3 ZONE 3 ` Due to. the relatively low level of new development expected along this Zone, most of the design guidelines reflect the desired retrofitting of retail/service uses within the existing urban fabric. 2.3.1 -SETBACKS * All new construction shall hold the setback lines established by the two existing parking garages at the corner of S.E. 10th street and Brickell Plaza. 2.3.2 SERVICE AND PARKING ACCESS Existing service access through the alley shall remain. * Existing parking access directly from 10th street shall be rerouted to adjacent alley and/or Brickell Plaza, north of loth street. No new parking or service access shall be granted. I 2.3.3 PLANTING * Revise planting to comply with planting plan as shown. (figure 3.1) 2.3.4 PAVING _ * Continue R.O.W. paving pattern with bands as shown to existing building setback line. (figures 3.1 & A/3.2) I 2.3.5 STREET FURNITURE I i * All trash receptacles shall be approved model and color. j 2.3.6 LIGHTING Provide tubelights and recessed grade mounted uplights at all shade trees abutting - the Brickell Promenade. ' * Provide recessed grate mounted uplights at Royal Palms. 34 2.3.7 CANOPIES All canopies, if used, shall be made of approved materials and colors and conform to dimensional guidelines. (figures 3.1 & C/3.2) 2.3.8 SIGNAGE * All signage on canopies shall be a maximum of 10" in height. Signage on storefronts and building facades shall be subject to approval. 2.3.9 STOREFRONTS * A minimum of 40% of all horizontal frontage at the ground floor shall be transparent glass. Minimum average height of 51-0". Approved glazing materials include: Clear Glass at ground floor street frontage. 2.3.10 BUILDING MATERIALS +� There are no specific limitations with respect to building materials other than those already stipulated. 2.3.11 RETAIL/SERVICE RETROFITTING Encourage retrofitting of ground floor parking to retail/service uses. �' 1 35 . j MANAGEMENT STRATEGIES &"Os- OVERVIEW Proper management is the key to activating the attractive physical features which have been designed into the Brickell Promenade. The integration of public and private concerns into a directed management program can lead to a unique retail/service/entertainment experience in the heart of the Brickell Precinct. It is recommended that an experienced management/marketing firm be retained jointly by private and public interests, to direct and manage the Brickell Promenade facility. Among the issues to be considered are: Creative Merchandising to serve a broad range of shoppers and diners. Marketing Strategies Maintenance (joint venture Public/Private) Cultural Events programming at Park/Plaza and Zone 1 Exclusive Pedestrian use scheduling Leasing of Multi -use "parking stalls!' in Zone 1 to private establishments for vending/display. (eg. lease to auto dealers for theme car display.) i Potential revenues from concessions j Financing Strategies I A table has been developed to illustrate the flexibility of operations within the Brickell Promenade. The table indicates appropriate times to allow different vehicle types as well as exclusive pedestrian use. Programmed special events are charted for both Zones 1 and 2. Assumptions were made with respect to predominant pedestrian traffic and service availability time blocks. In accordance with this table a series of vehicular circulation rerouting maps have been developed to illustrate the viability of closing. portions of the Brickell Promenade for exclusive pedestrian use at programmed times. wsos- 1 36 PRE..ZMINARY MANAGEMENT PROGRAM CITY OF MIAMI BRICKELL PROMENADE- . 11 1 1 11 1 1 -=,Fm O ` • THURSDAY • ■ • ♦ • ♦ • ♦ • ♦ �� o O ALLOW AUTOMOBILE TRAFFIC ❑ ALLOW SERVICE VEHICLES A ALLOW. SHUTTLE BUSES Q EXCLUSIVE PEDESTRIAN USE PROGRAMMED SPECIAL EVENTS (SPECIFIC DATES TO BE DETERMINED) mr-109 - 5.1 37 r if e C O - wl". 7F// illl r CITY OF MIAMI way ❑ BRICKELL PROMENADE oulold ~LSO`" DCVCLo►weKr aaouaus ❑ KAHWAHIOUH V�Icu� VI 'r/ ^� _ OWW dM��1� zone !HELMICIC f--ASSOMTES 97-.4OS - 38 i A� CITY OF MIAMI BR�CI�ELL PROMENADE zxn,vE 2 - KYI�Iw El ■OI71110Uti ruuLr ww�a`i~ DESGN OMLMMIW tf10U110ES sou 1{Al1MAN/� wxoowxm impow ASSOCLAM S 3 97z409 M 39 APPENDIX "A" BRICKELL PROMENADE OUTLINE SPECIFICATIONS �"' 05- kJ CITY OF MIAMI BRICKELL PROMENADE Outline Specifications 02600 PAVING 1. Concrete pavers shall be manufactured by Hanover Prest-Paving Company or approved equal. 240 Bender Road, Hanover, Pennsylvania 17331, (717)637-0500. 1.1 COMPRESSIVE STRENGTH: 8,500 psi average 1.2 ABSORPTION RATE: Less than 5% average 1.3 SIZE: Nominal sizes are as follows and shall be installed in patterns and locations as shown in plans. 1.3.1 6" x 6" x 2" (311) 1.3.2 12" x 12" x 2" (3") 1.3.3 2411x 2411x2" NOTE: All vehicular traffic areas shall be paved with a maximum size of 12" x 12" and a minimum thickness of 311. 1.4 COLOR: Colors are as follows and shall be installed in patterns and locations as shown in plans. 1.4.1 Natural 1.4.2 Charcoal 1.4.3 Quarry Red 1.5 FINISH: All pavers shall have TUDOR finish. 1.6 JOINTS: All joints shall be a maximum of 1/8" thick and shall be sand swept. 1.7 INSTALLATION: As per manufacturers recommendations and the City of Miami Public Works Standards. 02700 SITE IMPROVEMENTS -TREE GRATES 1. Tree grates shall be of cast iron as manufactured by Neenah Foundry Company or approved equal. 2121 Brooks Avenue, Neenah, Wisconsin 54956, (414)725-7000. 1.1 GRATE DESIGN: R-8712 180 square 1.2 SIZE: 5'-0" x 5'-0" with expandable 16" diameter tree opening and 3/8" slot openings for special pedestrian requirements. 1.3 FINISH: Smooth and well cleaned by shotblasting, free from blowholes, porosity, hard spots, shrinkage distortion or other defects. 1.4 INSTALLATION: All grates shall be set flush with type "U" angle frames and paving. Provide security bolting. Install in accordance with manufacturers instructions. wri0s r I 02750 IRRIGATION SYSTEMS 1. Provide underground irrigation system to all landscape areas. 02762 BOLLARDS 1. All bollards shall be precast concrete. 1.1 DESIGN: Refer to drawings. 1.2 SIZE: 22" Diameter x 36" High 1.3 FINISH: Medium sandblast finish, submit sample. 1.4 COLOR: Match NATURAL color of Hanover Prest-Pavers. 1 '02764 TRASH RECEPTACLES 1. All trash receptacles shall be precast concrete. 1.1 DESIGN: Refer to drawings. 1.2 FINISH: Medium sandblast finish, submit sample. 1.3 COLOR: Match NATURAL color of Hanover Prest-Pavers. 02770 SITE LIGHTING 1. All Pole Top Luminaires shall be as manufactured by BEGA/FS or approved equal. Box 50442 Santa Barbara, California, 93150, (805)565-1575. 1.1 LUMINAIRE DESIGN: 9757S 2 lamp 50W E-17 HPS 7200 lumens. 1.2 POLE DESIGN: 928 Tapered pole with baseplate, Height: 4,200 mm = 13.791. Provide number 898 anchorage for pole 928. 1.3 FINISH: Smooth hard acrylic enamel over high grade aluminum alloy. 1.4 COLOR: Match DEVOE Tall Tree Green No. 1BL16A. 2. All recessed uplights shall be manufactured by Imperial Bronzelite or approved equal. 3. All shade street trees shall have 50 feet of low voltage tubelights manufactured by Xanadu or approved equal. 02900 LANDSCAPING 1. All plants shall be graded FLORIDA No. 1 or better as outlined in Grades and Standards for Nursery P Plants, Florida Department of Agriculture, Division of Plant Industry, latest edition. 1.1 SHADE TREES: Quercus virginiana (Live Oak) with minimum height of 18' and minimum spread of 101. 1.2 PALMS: Roystonea regia (Royal Palm) with minimum 12, grey wood. 1.3 VINES: Vine species shall be as follows and shall be planted in accordance with planting plan. 1.3.1 Thunbergia grandiflora (Clock Vine) 3 gal. 1.3.2 Bougainvillea spp. (Bougainvillea) 3 gal. (at approved locations only) 1.3.3 Pyrostegia ignea (Flame -vine) 3 gal. 1.4 GROUND COVER AT PLANTERS: Liriope muscari "gigantea" (Evergreen Giant) 1 gal. 1.5 LAWN AREA: Stenotaphrum secundatum (St. Augustine) 2. PLANTING SOIL shall consist of 50% muck mixed with 50% existing soil and shall be free of debris, roots, clay, stones, plants and other foreign materials. 3. Provide 2" shredded cypress mulch at all planting beds. 4. Provide all necessary guying and staking of trees and palms in order to insure public safety and 5. proper growth patterns for plants. Refer to details. ROOT GUARDS be five-foot diameter, three foot long 14-gauge corrugated aluminum sewer shall pipe. Install guards at all new tree locations, except palms. Notch root guards as necessary to avoid existing underground. 03010 CONCRETE WORK 1. Concrete 1.1 All concrete shall be 3,000 psi designed concrete. Concrete shall be designed to support required traffic and other loads. 2. Reinforcement 2.1 Reinforcing steel shall be new deformed type bars conforming to ASTM A-615 Grade 60 bar specifications. 3. Formwork 3.1 Formwork shall consist of plywood, boards, metal PVC sheets or other acceptable materials. Wr-0-0sos- 03010 CONCRETE 'WORK (ConVd) 4. All curb do gutters, valley gutters, and transitional curbs shall be made of cast -in -place concrete. 4.1 DESIGN: Conform to applicable ACI, AASHTO and City of Miami Public Works Standards. 4.2 SIZE: 24" wide, thickness and heights vary refer to drawings. 4.3 COLOR: Match CHARCOAL color of Hanover Prest Pavers. 5. For Bollards refer to section 02762. 05500 METAL FABRICATIONS 1. Metal Trellis, Metal Trellis Wall and Metal Trellis Gateway shall be fabricated of extruded aluminum. 1.1 DESIGN: Refer to drawings. 1.2 FINISH: Smooth finish with ESP paint. 1.3 COLOR: Match Devoe Tall Tree Green No. lblla. 1.4 All aluminum extrusions shall conform to ASTM B-221 & B429, as applicable. 1.5 Provide steel reinforcing as required. 10710 FABRIC CANOPIES 1. All fabric canopies shall be Sunbrella Awning Fabric as manufactured by Glenn Raven Mills Inc. or approved equal. 1.1 DESIGN: Refer to drawings. Comply with all applicable codes. 1.2 COLOR: Approved colors are as follows. Jockey Red Sunflower yellow Erin Green Pacific Blue 1.3 Submit shop drawings for approval. 8'7r105_. I MANUFACTURER'S PRODUCT LITERATURE r� I wm LLJ w fi >; •� ! 01 +! L+M . arr cc IN L. lea • r. t _ T - .a N :,5 I Imo, .` �� r•. .- i • r `� v• T Ydulf Iry Xh all - �. .. .r. ! s�•' •.,.fir �'® , s t $;' • � � ar. . ,' 15: (,sue r ' � �..'� t .- �:' 'f• �' '`t:^'.�;i' ' •%�, � ''tie." ors= •: .� I' y� .�, ,,- .,. •r '�' f.lt _•�' ''�[ '•1 •. '� � r 5. L:rsx 't•..,.sE-...+•—�, t • ., .. '=' •+ ... -. '! '{t.S-..,• a`t�'••. c' Z.: i. .ire„ �';;-r •._ ••.2��^i '"7 '•-Ufa=`Fi}i: 2'��4'.:'.':a''� r �_��•�;�•,,, '_>•. - ' .� :`.'��^^�y:•�'�S �'4'r•�.�"'jN+' •,mot+� • - y:•ni ::ri�A'Z•� �` `\�C a..�i �.,, �•' • t,=^='S''•�' ''1 ~^i::. .:•r•' � C'.. • �s,,"�•'.y�rt��•• ;,�. . • � _ •nr +'•{��C• `t.'t: i'q :.:ra:i� •� ..� �.lf _ ,n' 'E .j ,r�•,o�Ty7 CW., • . . K: <.�.. ya 4 •t`.. ,-,, .i:t oi}.tp i".y��' 1�.'.s�� • .K'c':. �� !ry "•s�i1 F �i�'Y �+ .: w�; ems► P+�.' � x �• ":�'tiN �l� � •. Ir M-'�1C�••�►✓�„f�'�'' i'r��, ti'. .:7 � �<T i � �1j ;. .: �. .a � •. r"': ytr �t .'•Gbr.. ;� +�}� 'S+�' �a i,NaN •ari"'•�r'S�%�i{'�t� r✓%#5."1 .!` .�'. = �. sir..f`•• piii''' +=M�. r • ' �1 V � .uT.w 1 •a �� '�+R,',5..1da:[p..': .w�+►w..:.;:.�u;.:, 't% ati • f ;:,., S'�'�'rii'� ri.. , Vt '�� `iii ' -t.. y�s.:a'+ira-lvt+siM .!r.w'+N.n�. � .. s �.Cri�fo:.'If•.��:Vor -.O[. yy.. aat��►Jp ..t..i. i:••.4 ,�„i+;:�p�.'iV aJ+yci"' _' � .�"`' _`� �•..� •A*pVKiri •SM.t•Q• .,r �' a '; t ry rt \,tt. }. ! :+ <'�r r %;�di� N 1" ��tiG+ F,,t 1. `�. •ry.. "`ttw�e t i �t sr>'v,r. -';et+ +�Ck•� :-r��'••1+ n. �L'�•-''t, ^P� «�"•itis'•,"y .. ,. •'}!�a,-. , :iq"t'`iii^'� •b•. 3tct� +''trl ?Y,at �;,�; •t' .�... ..it.'�:a,• ~_ �_ +:+ r •��:•• 7•''•� . K�m'�� ` ;.w• : ''i��,�i �.E f may.. JtN��1 F` y�,:.•�t•�.. . • 1�•r YI ��. �. ♦ .t w 2 L.i �r� �.4.t �'� y• :L .,,.+.s,,i. �' � si�3� `� • �, J tl�.� •w '„� �` �L�-f ��t' • i r. '. a"'• a- R (. \ ♦, �_.3+• :r,•.7' _.y 4 i'%f ;�,y.� .�':' �r.�ti,!:1t+;� J..,:• ��r•..."•r;!�.�..;�'�„,�,��ia��. t y,°'"yi-�7�i"��•-- i-^ • � 7!' "i GtE' •�.r' t'. i2 a S' t 1 s t: �+.i•• ' r � ♦ ' ,.� i -.. +��••+' ., � ?' •cY!•SC ,'�' �. 4.. a�''rf ,. • f• y, i.. r••t.. � ~ +. :{`�•'+ti� F 3- �!- -�` c- yt,,: x s.f'�r�� } ! sLi-;`•I�i•�'��•• \ .;, /,�,•�;. �..t�[.: t'3 Si �; •aifi:, t• 7r Y , :.:. .. j{• •� dr 't�i .. t .+ • �,•"- 's.- ` (Y.. - 'E^�' ,^ t1� J.. ::. - t : . Iw IL rt..�i •.;aj'r r kr' �.. s •� ..- fi' �.. Y'F:• yc, p.. �.y� t:, }c� �J. 1� tsy wJ� v. riY .:`,•�. :_ .��'.O ,+�S`!'�•��'x �L,i �b .� �,y4••.�`4v �,�<, ;-`-,•.•lC�J..... t', ..1„ •a. _ _ �,�•_ �A.. �•::..:� fit; r and 1. General: Tree Grates and Frames shall be of cast iron as manufactured by Neenah Foundry Company. Ductile iron, aluminum or bronze can be furnished on special order. 2. Material: Gray Iron castings shall conform toA.S.T.M. A-48-83 Class 35 or better. 3. Finish: All castings shall be manufactured true to pattern: component parts shall fit together in a satisfactory manner. They shall be of uniform quality; free from blowholes, porosity, hard spots, shrinkage distortion or other defects. They shall be smooth and well cleaned by shotblasting. 4. Paint: Tree grates and frames shall be furnished without paint or primer as the standard. See page 35 for details on prime and finish paint. 5. Weight: Deviation shall not exceed plus or minus 5% of catalog or drawing weight.. 6. Submittals: Manufacturer's shop drawings shall be submitted to the architect/engineer for approval prior to manufacture. The architect/engineer shall re- tain the right to reject castings not conforming to this specification and/or approved submittal drawings. A, Grale ;t'd r.r . VZOS INSTALLATION PROCEDURES FOR NEENAH TREE GRATES AND FRAMES 1. Frames: Gray iron frame sections are to be bolted together and cast into the concrete surround. They must be level and the seat (for the grate) must be in a true, flat, plane to prevent rocking of the grate. Not all frame styles are available for all grates. If lug placement on frame is critical, check at time of order to make sure the style of frame you desire is available for the grate ordered. If no par- ticular frame style is specified, our standard will be furnished. Note: To ensure proper fit, especially when grates are bolted to the frame. grate or a template should be placed in the frame when the concrete surround is poured. Care must be taken to prevent concrete from adhering to the surface of the grate during the pour. The seat for the grate shall be cleaned prior to setting the grate. 2. Tree Grates: Grates shall be set in and flush with the top of the frame. Grate halves or quarters shall be bolted together on the under side when bolt slots are provided. Clean any foreign matter from the grates prior to setting. 3. Security Bolting: If required, tree grates may be bolted or screwed securely to the frame. Drilling and tapping, by the manufacturer. For flush fastening, use a "Blue Devil" tamperproof socket screw as manufactured by Safety Socket Screw Corporation, Chicago, Illinois, or approved equal. If flush mounting is not a requirement, a pent head bolt may be used. Both of the above security bolts require special tools for removal. Note: Some tree grates with sufficient thickness can be bolted flush with a recess for the bolt head. Lighting Grates: If special insert grates for access to light fixtures t are used, these grates shall be fastened to the tree grates with flat head screws. 5. Special Supports: When other than half sections (1800) are specified, grates must be supported from below using other suitable means, by others. All or any part of the above specifications and procedures may be incorporated in your project documents. TYPE k —ANGLE FF='•2 ` -=E GRATE r TYPE U —TREE GRATE FRAME TREE GRATE Jb .Q Retrofit (See Page 32 & 33 for details.) 0 r7 c 1905 by Meenah Foundry Company. All ripens reserved This Catalog or parts thereof may not be reproduced m i o`1 - R-8712 1800 SQUARE ' i rnr r-Ierly R-8647 AI ;•;;;;;�III,IIttli ,,,,��ii�lll, Sol,, Section In corners 1c- cusl lor,6 Fur . .'•c:,!..:: ! rd v.ith slots all the w;r. Into co'ner5 itb-Q be e.randez! Av•ulahic %a to cast ,On anrir. .;.nreo AISo note slct oc•C .. I.i,rc mcn!s 560 SP=CE ro5 ;3ptpcn_-E . 1 :1- OTHEP LCt10 -- .�, �� Qom.\•... �—'T �fr�-'•�=-tee a`�j�,�•.'�;��- ,e fit``'• `fir ,�• . E. -- - - - -- - R-87141800 SQUARE ...II m\m \\\ 1."'•:c - s;ri c.t)omnV-; for spec lal pedestri, n rcou,rements and IC„I : "L A:!tp:r•r hnl-+s used for staking tri-e NOn-e.pandablr- ..•.:I.i:,:'•� ..I!h cilst Iron .ingie tra me if requ,rec: ::c F^•: r.^_• sot -- 500 pounds 'Tllr - ..... t i': LF PLAN AND SEVION C. D FRANZEN.1980 R-8716 1800 SQUARE i ' gm �IIIIIIII►��\0\-� Iltustraled with solid section In corners tccustom lopo Fur- n,5hec1 standa rd wrth slots all the •::av into corners Note '. slot 00cn.ngs for special pedestrian rCqu:rements Tree open- ings can be expanded Available v:i:h cast Iron angle fr.iine It required Weight per set —850 pounds _ _ a a-i• ucu HALF PLAN AND SECTION • I-] al NEENAH FOUNOCrY COMPANY v`� �N, PR.EST-PAVING®:_ GO, . 3tk �. ''_ � th �� }. 1 �'� � ^ 4 r'.vl��; .., �.� � � / .f �L?jL •.y l ,s ... n t{ f f !• tV �. {'.�� xj1 f. � . f t .Tl\ r4 1. � .�Y� mer.... sx- -',.v. �. _f. .�= 1.��.. Otis _ rl_r,. \:r�J i2i, �rY`- ...-:��' �_'`� [.� •... S _ _. snx. ��"__..it ;�.. •� ,1• Z��['�''••�_�;�.. ,.wry + _� -.c - 5 rv. I t f ♦ as i h-77 r�i ., t� ndi- ti: 7f .i ��. � 'rat t • ,1-r J HANOVER PRESI-PAVERS SPECIFICATIONS (( )N( RI l I PAVI Ks ( tint IVIV IM".I, %II.III hr n1,IntIta( luletl IN Ikuun•t-1 1he+t l',ts,nq (unt11,1r.•; ?•ill Bi-nilet Road. Ilnnuvt-r. PA. 1; ti1, t?I-I it; 0it)11 %t,lh .tn act-r,It;t• (omlm•„Itr ,Irt-ng;lh of 14, iod p„ .till l an .tt rl.n r ah,rnituun r,nt- ill It-„ than 5 Atler 50 (%tL, rn In•(v1 Ih.l:% t I!.Il allpht.illun tit lot 1, %.11l welg,hl Ion. 01.111 tit' It••% Ihan i'•.. 1 >VI ,hall br int.wt — runt % — nifil % _ nim Iwhlt11 is ,I r ununal _ III, II _ flit It ,. _ tilt hi P.I%cr, ,I1a11 11.1v1• .1 ..,Ier,mty of r tit all t!nnvn,urn, All toll t•th;r, tit p1,Istr. -Hall 11.1%t- a ht-vrl at r , ( (Jl OR ,11.,11 tit ,, llrodu(t-d in I lannt•rr I'll ,t I'ecut� ( 41 1i 11N11,11 .hell tit• Tudored a, Imitlutivl tit II,ultnrr Piv,I 11.1%Ing; ( o a! BI I (Nv11N( )Uti %! T 11NG 1111) A.plmlt t t•lot•nl to tit- u.t-d In 11 t• h,tununtili, ,rlhm; tied ,hall toodorrn In A1,lM I)t-,ig;n.toon i I 4 it. I . I hr %tit u,11% i:,Jd,• :\ I. Ill ur A ( 11 lilt- Unt. owd ill lilt- hltumutoti. ,t-llutg ht-d ;,,Ill by t Ivan, ti.ud .anti v:dh durable partit It-, .ind lo-c from ,..'!•vn•nl o omm.--. Iunip, tit ( 1.1%. alk.dl ,all,. ,ind org,uu( mat. ::•r It ,hall he t1witimik, grxlvd from ",oars,•" to • tint-•' ,uitl all ;1a„ntR the IN,., -i >IL.%t` an(I mvvi the 4(atk1tion n`tµurrnl(•nP :•.tit n h"Ied It, ,,, t ord,uue %%lilt the %1; ndard nlelhull tit Iv,l lilt If ,then an,1lv.I, is; Ilne and (oarw apg;:\T,\1 Jt•,It;n.Iuun l'•I ih•lil. The dried agg:regote shall he cunlh,nrti with hot i,plmll tv- !nenl. and the m•% ,hall be he ifed to approximately 300`F at an asphalt plant. Tit(• approximate proportion of materials shall be ( vntenl a,phalt and 93"., line -1991e9a1e. Each Ion .hall he pit ntiunerl h% weight in the approximate ratty ill 145 lbs. phall lu I.Ji;; Ill.. san(l. The contractor shall determine the e.x.10 proportion, to pru(lutt• Iliv ht-%t possible mixture fur tun• •irut gum tit UIr hi!uln:nuu, ,vttint; hid 10 movi (unslrui lion ;t-rpuu(•nx•nl, 5: NOTE: For sand cement selling; bed, please consult us For requirements INSTALLATION OF PAVERS r ?(ACING lit IUMINOUS SETTING ITED: To in,l.tll the selling; :x•d rnrr lily ba.r .uriacc. 1a'-o" concrete slap designed in ac(ordancv will, stale or local spetiiicatiunsl, plate I/," deep cunirol hall o%er flit? ba-v If Made must be adlustecl, set wood churl,% antler depth control bare for proller grade. Set two bars parallel Ili each other approximately eleven I I I I feel apart to ,erve at Luitlet for striking board (1 L it, long( x 2 in. x ti in.). The depth control bars must hesel carefully to bring the paver%, when laid, to proper tirade. Place ,ome bituminous bed between the parallel control bar%. Pull this hvd v: tth tile,triknr.: hoard over these bars several limes. Alter vac h pa..ag r, Iov: p orutis spot, must I)(• .howered with :resh hituminuua ola11t•n,11 10 produ(e a smooth. firm and even wiling boll A, soun a% fill, untt,ll panel i% cumplelt-(l, ativ.tn( c :i•e hamit)the next Ix)srtiun tit re.idinv%s fur %Irikingi the next p,Int-l. Fill up am depre,tiom that Ienl.tin .titer renioring; the . at-pth (onttul bars and %%burl (hocks• tieing carviul nut to roll. c onipact ur %%alk upon surtace, ( I APING PAVERS Urt•fullc plat I. the paver. by hand in .Iraig;hl coupes w,lh hand light lutnts )n(I uniform lops .urial.e. Guild .t!t;;nmenf nul,1 tit• kept. and Illy paflern shall.be lhal shown tin :tie Ill.tn,. g, )OIN IS lod%,h.(II he h.lncl light with a masinlum of '.�" hap. u and Ivit upei, dtruu}3hriul Ihc• ni%tallaiion. PEDESTAL INSTALLATION 1Yhen• 11atr,, AW ntrllvil till .1 It'll,. de( I, of nu•ndlr.ult• appli- t.lUtln. lx th ,Lll, .1, llrttt nlrtl I,% I l,Irioarr I'll ,I I',t\ Inc: (u t ,u1 1it• u,rtl tit 111,It t of flit- ,r;!nr ht•II I,.• •.11ppItt•11 %%fill .ill rtltt^.11.11 In•tIr•.L11 tit- W11.1r.11t• luvlt-,lal,. and ,hould h•• nl,l,lllvtl ,,, 111.11 },ntt-r 11,1, brann till,IIl lunl (ornt•r, (.ill tit- %%rm• lilt dt•1,111, HANOVER PREST-BRICK SPECIFICATIONS C( W RL I I !' \\ IV( . I,KIf K� ( no( It'll' 1),Ic111" hot k, ,11.1I1 by Ltnotrr 1'rv•t II n 1.•, nl.uutl.0 lort•d In I I.1liml., I'•,••I.1'•It'Ing (on1l,,nt: .'to ISrrn!r• Rued. }Lnunt-,. I'\ !-,11 17171 (, t. •tt•,1111 I'rt-,t-pin, k, •I,.111 h.I•..• .1 :nun •I,.It t•i till ,tl! t,'Iu, .11 rdL:t-, In urine n, 1 t-., 01 •.uul .uul r•%,•n • 1,.0 ill:: I lw% ,11.111 In• I,•ntltu 4•11 by lfrt•"Ill,• unit. tt 111It ,l l! Ow tl•.,' t,l v1111.11Jull Hill Itim. u1 Po"Mllr ,111101cd Ili rat it lust k ,,ul.lt v It•%lln,' ••ball h1 t lu„ L+u! .lod %old l Il•(•. ( till lllo( 1%c ,11t•11'4Ilt :i lit ltl ll,l. 1 il'll,ll\ ' -,IIII k11 Ili*, Ah,orpttion It- , 111.u. \m•t ,l1 t %t I, tip tn•ive !I,nt% t•d,1% .1ppllt atitiri ill ror I. ,al: tt rt tit In„ %I1.111 lit, It-„ 1i:,1u At SI/I ,b,d! h. ,t n.,•t•:, Itttlnun % 'uonun \ i,"our, •ot a}lpnici- 1161141t •1 uu fir, uu lu , nu hv, Ilin i., -u,,ll Ila;r• a lulvtotli •,n :: ,hut .ill tint-, Uon, Ah Iti11 r11:t •ill pia: n,t hilt k, •11.111 h.lsr .1 tilt it ht-t vl ,u l lit (()LOR ,hall Ili- a, 111-111tltat l:urll it. 1(.Itit w(.1 (i FINISIi (-ohhh•th n, nt.ur::.0 h1n•d In• liantisvr Ihr,t�l'asut:; ( o 1)I SAND SF 1 I I\(; 111 1) 1 tit• ,.uul ,villng. hid ,11.111 : „•:,tit of I to I ` lilt tit-, ill t lv.w %%a,hrd, ,he111 ,.Inll lool m,l,unn 'and! pl.tt't•d over a J" tit-v)t ( tint It'll' ,lab h,nt- 1' 111 I on111a1 It-ol .N one Inntlrr t otiiw or vo.ial .1, lilt" loud In .tit Mitt 11 B.I,t• nttnt liv dt•%1g IIt-d .tall t on,lril( It-d In al t uld,uu v t%I;ll ,lilt- tip lilt al ,pt-( iU( atinn.. Nt t onill,I(I flit, ,viling hi'd %%till .1 lollvr tit %lilt-,Ilutgiplalt-. till -v It-,( III Ill t-n tl,dictill) • lot h. 1hn.11t1, lilt- hedtlut - 111 Iht• I (,tit wit. hrn k, dunn lilt- I onill.0 It. ill tit tht- un.11 lald ,ullat v El FDGE RESTRA1\1 f d,t- n ,It.nnl ,It,ill he pnn nlrtl .lI the 1x'n• ' melt-r .it flit- tint k in,1.01.111t, n1 111t !udut all Ila% fit;, tlt-laih. ,uch ,I, lire "Iids. el( A 11411111.11 Iaullvd-in-pl.n v I tit!) of prt-tasl edging 1, at (t-plahly. F) 1 APING I'RE�,I -IIRIC KS: Tilt- hilt k, .hall tit• talc! 119111 ill the I Iv,irud p.inrnt till Ihv„ rvvdvd ,.Ind. lint k, .Itt- hnlultvartl In Ihc wtIrking vd..".-I It flit- pa%( nu•r11 otrl the aht-adt I.Ild hock•., ,u 111.11 fill• hot kl.t:er, air .ik%.t\, %%olkul tin ,1 h.ull .urfatt-. St rt•t-ded ,,Intl .hrlt'llI lit', t-, by %%,IIkvd upon. I r„III I nnl, ,It.tll he n1,uu1au1t-tl a lilt .dl ,u!t•, In Itrill I urlta( I. 1 he patlrnl .hould he rill¢ kt-d %rill, luu vu•n ,est-i.il IvcI .old toot,( 11,11 it tit-( t•%%- art•. Surface shall he swept with clean, dry sand, and bricks shall be vibrated into bedding with plate vibrator. Sweep surface again and repeat vibration. lift, ,11•11 1, t-„vnu,11 it" a I ght. Iv%t-1 •'imerl,x kill, %unit t- -A, an .11trnt 111%0 mriholl. ,,n .l,phall ,t Ihns h(•(I I •tit Ix' u%td .let) I. undt-t 1.1%Ing .pod Jnmt lirot'cdore a, in ^LAPIN(; PREhl-BRK KS' IFI .lhorv. W M6%f" -P or or or or LAW ENCiINErRING TESTING COMPANY cOn+ivClsOn mbflnels cons✓+erns 7913 WESTPARK DRIVE Po DRAWER 00•McLEAN. VIRGINIA 221010700 :. (703) 790,5700 July 3, 1985 Hanover Prest-Paving Co. 240 Bender Road Hanover, PA 17331 ATTENTION: Chris Repasky Vice -President. SUBJECT: Testing of Precast Concrete Paver of Standard Matrix Design Gentlemen: Law Engineering is pleased to present this report for the subject testing. This report presents our understanding of the word: requested and our findings. PROJECT INFORMATION/SCOPE OF SERVICES This test was conducted on a standard matrix paver. The subject work consisted of analyzing the subject precast paver of 28-days age, for compressive strength, absorption and density utilizing '•ASTM C936-82 as the reference specification. FINDINGS Testing of the submitted sample yielded the following: (ASTM C 140) Specimen tensity Compressive Strength Absorption No. (lbs/cu. ft.) . (psi) (24 hour) 1 150.9 8,780 4.59% 2 150.8 10,060 4.70% 3 152.6 9,970 4.43% Average 151.4 Average 9,600 Average 4.57% (to nearest 10 psi) If you have any questions reguarding this report, please contact us. Very Truly Yours, LAW gNGINEERING-TESTING COMPANY' John R. Smith, P.E. Project Consultant JRS/PJB/dec rA Paul J Bruner, Jr., P.E. Senior Materials Engineer Pole lop luminaires complete with radius arm and pole litter Opal afass with screw neck Ballast in lumrnarre Color Black with inside of reflector painted while Lamp Lumen 97555 1 50W E 17 HPS 3600 9757S 2 50W E 17 HPS 7200 9758S 3 SM E 17 HPS 10800 928 larerezi pole with Height baser:ate 4200mm gg8 Anchoraoe for pole 928 a t,,p luminaires complete with radius arm 4 o.iJefive, 7ed aluminum reflector -.: tempereo cuss as: in lumina re. ,.G 0, puck . LamP lumen 9364S 1 70'.% E 17 HPS 5220 9461 S 3 70 ., E 17 HPS 10440 9561 S 3 70 ,y E • 17 HPS 15660 928 Tapered pole with Height basep!ate 4200mm 898 Ancnoraoe for pole 928 I] 49