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Tim Benetti From: Doherty, Tim <tdoherty@dohertyjobs> Sent: Friday, January 06, 2017 4:21 PM To: Jack Grotkin; Tim Benetti Cc: Doherty, Billy, Doherty, Val; Gary Lally Subject: 6940 Brooklyn Boulevard Good Afternoon Jack and Tim, Doherty has chosen RJ Ryan Construction as our General Contractor for our building project in Brooklyn Center. Tim when you and I met at the lot, you offered to help facilitate a meeting with all of the appropriate staff with the City once we had chosen our GC. I am hoping you are still willing to do that. We are set to close on the lot January 30, 2017 so I am hoping this meeting can take place in the next two weeks to make me feel comfortable there will be no surprises prior to closing on the lot. I suggest Jack try to contact you early next week so the two of you can find a time that will work for everyone. Jack, Tim's direct number is 763-569-3319 and Tim Jack's direct number is 651-365-7003. Thank you both for your help and hope you guys have a great weekend. Tim Doherty Timothy E. Doherty ( Chairman Doherty I The Employment Experts 7645 Metro Blvd. I Edina, MN 55439 P: 952-832-8380 F: 952-223-6260 E: tdoherty@doherty.iobs OFFICE .,� FINANCE + ` TECHI11C7UWY ` aY►* ENGINEERING +�+Kr M,ANOFdACTURING 1 I IL E M P L O Y iA P N T EXPERTS i✓ CUSTOMER SERVICE A Minnesota Business Ethics Award recipient and Star Tribune Top Workplace www.doherty.iobs f irTl��� This email (and any attachments) may contain information that is confidential and/or protected by law. Any review, use, distribution or disclosure to anyone other than the intended recipient(s) is strictly prohibited. If you are not the intended recipient, please contact the sender via reply mail and delete all copies of this message. its adoption: Member Dan Ryan introduced the following resolution and moved RESOLUTION NO. 2010-80 RESOLUTION REGARDING THE DISPOSITION OF PLANNING COMMISSION APPLICATION NO.2010-007 SUBMITTED BY VANGUARD CONSTRUCTION FOR THE DEVELOPMENT OF LOT 2, BLOCK 1, JOHNCO ADDITION. WHEREAS, City Council Resolution No. 2002-75 adopted on June 10 2002, approved a rezoning from C-2 (Commerce) and R-1 (One Family Residence) to PUD/C-2 of a 5.6 acre site located at the northeast quadrant of 69th Avenue North and Brooklyn Boulevard; and WHEREAS, that Planned Unit Development (PUD) proposal also included development plan approval for a 34,228 sq. ft., four building mixed use commercial/retail development including conceptual approval of a Super America gas station/convenience store/car wash on the above mentioned site. Said development approval required additional plans be submitted for Planning Commission and City Council review and approval of the Super America development; and WHEREAS, City Council Resolution No. 2002-111, adopted on August 26, 2002, accepted the Planning Commission's recommendation on a PUD amendment to allow construction of a revised layout providing for a 3,958 sq. ft. Super America convenience store/gas station/car wash on Lot 1, Block 1, Johnco Addition; and WHEREAS, Vanguard Construction has made application for site and building plan approval for the development of Lot 2, Block 1, Johnco Addition providing for a five bay multi -tenant commercial building having a floor area of 6,757; and WHEREAS, the proposed development increases the total commercial sq. ft. of this PUD by 7.4 percent which requires the processing of a major plan amendment to the approved PUD; and WHEREAS, the Planning Commission held a duly called public hearing on April 29, 2010, when a staff report and public testimony regarding the Planned Unit Development amendment were received; and WHEREAS, the Planning Commission considered the Planned Unit Development amendment request in light of all testimony received, the guidelines for evaluating rezonings contained in Section 35-208 of the City's Zoning Ordinance, the provisions of the Planned Unit Development ordinance contained in Section 35-355 of the City's Zoning Ordinance and the City's Comprehensive Plan. WHEREAS, the Planning Commission recommended approval of Application No. 2010-007 by adopting Planning Commission Resolution No. 2010-004 on April 29, 2010; and RESOLUTION NO. 2010-80 WHEREAS, the City Council considered Application No. 2010-007 at its May 10, 2010, meeting. NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Brooklyn Center to approve Application No. 2010-007 submitted by Vanguard Construction in light of the following: The Planned Unit Development amendment, providing for the re -orientation and enlargement of the building from 4,230 sq. ft. to 6,757 sq. ft. is generally consistent with the multi -tenant commercial/retail planned use for this lot, is compatible with the standards, purposes and intent of the Planned Unit Development section of the City's Zoning Ordinance. 2. The Planned Unit Development amendment will allow for the utilization of the land in question in a manner, which is compatible with, complimentary to and of comparable intensity to adjacent land uses as well as those permitted on surrounding land. The utilization of the property as proposed under the Planned Unit Development amendment is considered a reasonable use of the property and will conform with city ordinance standards except for allowing a less than 10 ft. green/parking strip from interior property lines. This modification from the C-2 standards is justified on the basis of the development being an appropriate redevelopment of this area and that it is off set or mitigated by factors contained in the approved site plans and City Council Resolution No. 2002-75. 4. The Planned Unit Development amendment is considered compatible with the recommendations of the City's Comprehensive Plan for this area of the City. The amendment is complimentary to the existing commercial buildings, will cause the completion of this redevelopment project, and result in a finished project that is corner stone within the Brooklyn Boulevard Corridor and an asset to the community at large. 6. In light of the above considerations, it is believed that the guidelines for evaluating rezonings as contained in Section 35-208 of the City's Zoning Ordinance are met and that the proposal is, therefore, in the best interest of the community. Be it further resolved by the City Council of the City of Brooklyn Center that Application No. 2010-007 be approved subject to the following conditions and considerations: 1. The building plans are subject to review and approval by the Building Official with respect to applicable codes prior to the issuance of permits. RESOLUTION NO. 2010-80 2. Grading, drainage, utility and erosion control plans are subject to review and approval by the City Engineer prior to the issuance of permits. 3. A site performance agreement and supporting financial guarantee in an amount to be determined based on cost estimates shall be submitted prior to the issuance of permits to assure completion of all site improvements. 4. B-612 curb and gutter shall be provided around all parking and driving areas. 5. Any outside trash disposal facilities and roof top or on ground mechanical equipment shall be appropriately screened from view. 6. The building is to be equipped with an automatic fire extinguishing system to meet NFPA standards and shall. be connected to a central monitoring device in accordance with Chapter 5 of the City Ordinances. 7. Underground irrigation shall be installed in all landscaped areas to facilitate site maintenance. Plan approval is exclusive of all signery which is subject to Chapter 34 of the City Ordinances. 9. An as built survey of the property, improvements and utility service lines shall be submitted to the City Engineer prior to release of the performance guarantee. 10. The plans shall be modified as recommended by the City Engineer to relocate the northern driveway and include vehicular turning movements to assure the proper functioning of the drive thru lane. 11. The applicant shall enter into a PUD agreement with the City of Brooklyn Center to be reviewed and approved by the City Attorney prior to the issuance of permits and further assure compliance with the development plans submitted with this application. 12. Approval is subject to conditions and recommendations as outlined in the City Engineering Department's memo dated 4-29-10. RESOLUTION NO. 2010-80 Mu 10, 2010 Date ATTEST: City Clerk Mayor The motion for the adoption of the foregoing resolution was duly seconded by member Mark Yelich and upon vote being taken thereon, the following voted in favor thereof: Tim Willson, Kay Lasman, Tim Roche, Dan Ryan, and Mark Yelich; and the following voted against the same: none; whereupon said resolution was declared duly passed and adopted. Application Filed on 4-1-10 City Council Action Should Be Taken By 5-30-10 (60 Days) Planning Commission Information Sheet Application No. 2010-007 Applicant: Vanguard Construction Location: 6940 Brooklyn Boulevard (Lot 1, Block 1, Johnco Addition) Vacant Lot within the Boulevard Market PUD) Request: Planned Unit Development Amendment and SIte and Building Plan Review The applicant, Vanguard Construction, is seeking a Planned Unit Development Amendment to construct a 6,757 sq. ft. multi -tenant retail/commercial building on a 38,707 sq. ft. lot within the Boulevard Market commercial PUD located in the northeast quadrant of the intersection of Brooklyn Boulevard and 69th Avenue. BACKGROUND INFORMATION On June 1, 2002, the City Council adopted Resolution No. 2002-75, accepting the Planning Commission's recommendation to approve the rezoning of 5.6 acres from C-2 (Commerce) and R-1 (One Family Residence) to PUD/C-2 (Commerce). The general development plan of this PUD included the planned development of four commercial/retail buildings comprising a total of 34,228 sq. ft. as follows: Lot 1— Conceptual approval of a 3,960 sq. ft. building (SA Service Station with car wash) with 12 parking stalls Lot 2 — 4,230 sq.- ft. restaurant, retail, office building with 46 parking stalls Lot 3 — 21, 500 sq. ft. multi -tenant commercial building with 134 parking stalls Lot 4 — 4,538 sq. ft. Culver's Restaurant with 39 parking stalls On August 26, 2002, the City, Council adopted Resolution No. 2002-111, which accepted the Planning Commission's recommendation on. a PUD amendment to allow the construction of a revised layout for a Super America convenience store/gas station/car wash on Lot 1. The revised layout included a 3,958 sq. ft. building with 16 parking stalls and located the car wash on the north side of the convenience store. Additionally, two curb cuts were provided from the internal access drive. 4-29-10 Page 1 ZONING As noted, the property was zoned PUD/C-2 in 2002 with the adoption of Ordinance No. 2002-07. Attached is the Declaration of Covenants and Restrictions associated with this PUD. The PUD ordinance requires the site and building plan approvals are required and that these plans shall be in substantial compliance with the approved development plan. Substantial compliance is defined as: Substantial compliance shall mean that buildings, parking areas and roads are in essentially the same location as previously approved; the number of dwelling units, if any, has not increased or decreased by more than 5 percent; the floor area of nonresidential areas has not been increased or decreased by more than 5 percent; no building has been increased in the number of floors; open space has not been decreased or altered from its original design or use, and lot coverage of any individual building has not been increased or decreased by more than 10 percent. It also provides for the processing of minor and major amendments to the approved master development plan. Any major amendment to the development plan may be approved by the City Council following the same notice and hearing procedures specified in this section. An amendment shall be considered major if it involves any change greater than that permitted by Subdivision 5d of this section. Changes which are determined by the City Council to be minor may be made if approved by the Planning Commission after such notice and hearing as may be deemed appropriate by the Planning Commission. This plan amendment involves the reorientation and enlargement of the total commercial square footage by 7.4% and is consequently considered a major plan amendment. PROPOSED SITE AND BUILDING PLAN The proposed amendment provides for the re -orientation of the building to face Brooklyn Boulevard with an enlarged foot print (112 ft. X '60 ft.) vs. the (100 ft. X 45 ft.). This location respects the sight lines and the general visibility of the larger commercial building on Lot 3. Additionally, the plan proposes to remove two of the three curb cuts on the internal access drive which adjoins the SA site. The additional 12 ft. width and 15 ft. in depth allows the developer the potential to offer five tenant bays and continues to provide a drive up window for a potential restaurant (illustrated as an 1800 sq. ft. tenant space on the north side of the building Additionally, the plan proposes to remove two of the three curb cuts on the internal access drive, changed the number of potential store fronts from four to five and revised the roof lines to match 4-29-10 Page 2 the commercial building on Lot 3. The architectural treatment of the building includes a decorative rockface concrete block along the base (lower 3 ft.) of the building, a pre -cast concrete sill with face brick extending to a height of 12 ft. The remaining 6 ft. is EIFS with a colored band to offset the brick. The end cap units have a roof line which extends an additional 32 inches with a decorative EIFS cornice and a prefinished aluminum cap. An additional architectural feature identified on the building elevations are piers with decorative/accenting lights that complement the elevated roof lines and window placements on the front and sides of the building. The applicant proposes the same architectural treatment on all four sides of the building . COMPLIANCE WITH ORDINANCE Building Setbacks Ordinance Front Yard 35 ft. East 10 ft. South West Parking Setback North East South West *PUD adjusted Parking Stalls 5.5 per 1,000 sq. ft. 10 ft. 10 ft. Ordinance 15 ft. 10 ft. 10 ft. 10 ft. 37 stalls Proposed 35 ft. 14 ft. 65ft. 75 ft. Proposed 15 ft. 2.7 ft./7 ft. to curb 5 ft. to curb 5 ft, to curb M UTILITIES The proposed grading and utility plan is consistent with the approved utility plan, with the exception of minor adjustments to the location of two catch basins within the parking lot. Sanitary sewer and municipal water are provided from the existing stubs that were installed with the initial site development. (Centered portion of the east lot line.) LANDSCAPE PLAN The landscape plan provides for the planting of three Red Splendor decorative trees along the southern boulevard consistent with the approved landscape plan. The plan shows the five existing Spruce trees to remain within the 70th boulevard area (previously shown to include two 4-29-10 Page 3 Autumn Blaze Ash trees) and now includes foundation plantings on the sides and rear facing of the buildings, the SW corner of the lot and northern entry. The western boulevard to the internal access road is shown as a green strip. . All areas are shown to be included in a site irrigation system. The developer has proposed to donate the two Autumn Blaze Ash trees to the City. ACCESS The site plan proposes the elimination of the two curb cuts that were shown on the southern portion of the lot and the enlargement of the northern most curb cut (previously an exit only for the drive up window) to a full movement access point. Preliminary reviewed by the City Engineer of the site plan has included concern on the location of this driveway and its proximity to 70`h Avenue. It is recommended that the access drive is shifted to the south by approximately 30 ft. (i.e. the opening to displace the northern four parking stalls and relocation of a light pole). Additionally, there is concern on the turning radius of the drive thru lane as it rounds the NE corner of the building. The applicant is requested to demonstrate that this movement is workable with traffic/vehicular turning templates. LIGHTING/TRASH The site plan illustrates the location of four 30 ft, light poles and the building elevation identifies the use of decorative light fixtures to ascent the building front and sides. The plan identifies the location of the trash enclosure adjoining the southeast wall of the building. The applicant will be required to submit details on the lighting and the trash enclosure to assure compliance with the PUD plans and city codes. SIGNAGE The PUD approval included two freestanding development signs to be incorporated in the corner landscape areas at 691h and 701h Avenues and Brooklyn Boulevard and a freestanding monument type identification sign for Culver's and Super America to be located on their respective sides of the Brooklyn Boulevard entrance. The monument signs shall not exceed 12 ft. in height and 145 sq. ft. in area. No other freestanding identification signs shall be permitted with the PUD. There is a development sign within the landscape. node at 691h Avenue which identifies Brooklyn Market. It does not appear that a sign has been installed at the 701h Avenue node. The proposed wall mounted signage areas identified on the building elevation provides for approximately 10 percent of the wall area per tenant area for business identification. The sign ordinance limits wall.mounted signs not to exceed 15percent of the wall area on each of its exterior walls. 4-29-10 Page 4 The applicant has been informed that the freestanding sign identified in the southwest corner of the site is not allowed. With respect to site signage, staff will be discussing signage issues associated with temporary and portable signage that has previously been allowed by an Administrative Use Permit. This review will provide an opportunity to review the potential options to address business signage and identification of promotional activities and events. RECOMIVlENDATION This proposal is an amendment to the Planned Unit Development approval granted for the entire Westbrook Development site (Boulevard Market). As a Planned Unit Development amendment, the proposal is required to follow the procedures required for the original Planned Unit Development. This requires a public hearing, which has been scheduled. Notices of the Planning Commission's consideration have been sent and a notice has also been published in the Brooklyn Sun/Post. The plan is consistent with the architectural themes, landscaping, and parking standards approved with the Westbrook Planned Unit Development proposal and developed as the Boulevard Market. A draft Planning Commission resolution is offered for the Commission's consideration. This resolution outlines the Commission's consideration of this matter and also recommended considerations and conditions for approval. 4-29-10 Page 5 . MEMORANDUM DATE: April 29, 2010 TO: Gary Eitel, Business and Development Director FROM: Steve Lillehaug, Public Works Director/City Engineer SUBJECT: Site Plan Review — Boulevard Market, 6940 Brooklyn Boulevard Public Works Department staff reviewed the following preliminary documents submitted for review for the proposed Brooklyn Center Retail Development: • Building plans dated March 28, 2010 Site plans dated March 26, 2010 Subject to staff approval, the site plan must be developed 'and maintained in substantial conformance with the referenced plans, unless modified by the staff recommended conditions below: 1. A development agreement is required that includes all conditions of the project approval, subject to the final site plan approval by the City Engineer. 2. All plan sheets must be certified by a Minnesota licensed engineer for the type of work being certified (e.g. site and utility plans must be certified by a civil engineer). 3. Final civil plans are subject to review and approval. by the City Engineer prior to the issuance of permits, 4. A lighting plan with photometrics must be submitted. S. Plan approval is exclusive of all permanent traffic signage requirements that are subject to Chapter 34 of the City Ordinances. 6. All work performed and materials used for construction of utilities must conform to the City of Brooklyn Center standard specifications and details. The City's standard details must be included in the plans. 7. Upon project completion, the applicant must. submit an as built survey of the property, improvements and utility service lines and structures prior to release of the performance guarantee. 8. Pedestrian routes and connections to and from the building and the site are poor and generally non-existent. Applicant must revise plans to address this issue. . 9. Plans must be developed from of a certified survey and included with the plan set. As - built plans were not received for the area development and remain outstanding. Boulevard Market, 6940 Brooklyn Blvd. Page 2 of 2' Site Plan Memo, April 29, 2010 • Sheet C-1 10. Show internal vehicle turning movement layouts for the drive-thru. It is anticipated there. may be issues with the turning movements pertaining to the 90 degree comer and the approach to the drive-thru window location. 11. Align the site access along the westerly driveway with the northerly access to Super America. This will provide better stacking/storage area within the external driveway that is needed at the intersection with 70`a Avenue, 12. B612 curb and gutter must be provided around all driving and parking areas. 13. The applicant must provide temporary on -site traffic control signs as deemed appropriate and necessary by the City Engineer. All traffic control must be in accordance with the MMUTCD standards. Sheet C-2 14. Sanitary sewer and water service locations and connections must be verified prior to construction. 15. The site must meet the current watershed commission storm water and infiltration standards. Provide drainage calculations demonstrating these standards are met. 16. The property owner must enter into an easement and, agreement for maintenance and inspection of utility and storm drainage systems prior to the issuance of permits. 17. The applicant inust obtain an NPDES permit from the MPCA. 18. Plans must include a Storm Water Pollution Protection Plan (SWPPP) subject to approval by the City Engineer. If an. MPCA NPDES permit is not be required, the SWPPP must still meet and include all standard NPDES requirements and prescriptions, regardless. Sheet L-1 19. An underground irrigation system must be installed in all landscaped areas to facilitate site maintenance. The aforementioned comments are provided based on the information submitted by the applicant at the time of this review. Subsequent approval of the final site plans may require additional modifications based on engineering requirements associated with final design of the water system, storm drainage, sanitary sewer, final grading and geometric design as established by the City Engineer and other public officials having jurisdiction over approval of the final plans. Other guarantees and site development conditions such as site plan as -built drawings, site performance agreement, financial guarantee, etc. will be prescribed prior to the issuance of permits. • WEngineerinoevelopmcnt & Planning\ACTNE Development Projecti0oulevard Market - 2010\100429_Site Plan Review Memo.doc ' $ § � m -n -o co c m -o § 0 § _ & -0 o @ D -. (. : (D ® , O ■ m O m @ N q F O 0- m • g Q ®. 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Printed 7/6/2010 HydroCADQ 8.50 s/n 003909 O 2007 HydroCAD Software Solutions LLC Page 13 Summary for Link TP: Total Proposed Inflow Area = 0.730 ac, 91.92% Impervious, Inflow Depth = 1.66" for 2-Year event Inflow - 1.64 cfs @ 12.01 hrs, Volume= 0.101 of Primary - 1.64 cfs @ 12.01 hrs, Volume= 0.101 af, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.00-48.00 hrs, dt= 0.01 hrs Link TP: Total Proposed Hydrograph U Inflow Q f'tir2 Time (hours) Brooklyn Center HydroCAD Type It 24-hr 1 D-Year Rainfall=4. 10 " Prepared by MFRA, Inc. Printed 7/6/2010 HydroCAD®8 50 s/n 003909 © 2007 HydroCAD Software Solutions L LC Page 14 Summary for Subcatchment Sl : Proposed to Raingarden Runoff 1.08 cts @ 12.01 hrs, Volume= 0.060 af, Depth= 2.92" Runoff by SCS TR-20 method, UH =SCS, Time Span= 0.00-48.00 hrs, dt= 0.01 hrs Type II 24-hr 10-Year Rainfall=4.10" Area sf CN Description 2,570 61 >75% Grass cover, Good, HSG B 8,230 — 98 Paved parking & roofs - 10,800 89 Weighted Average 2,570 Pervious Area 8,230 Impervious Area Tc Length Slope V min) (feet) (ft/ft) 10.0 Capacity Description (efs) Direct Entry, Subcatchment Si Proposed to Raingarden Hydrograph Typo 1124-hr 1O-Year Rainfall=4.10"- Runoff Area.-10,800 sf Runoff Volume^0.080 of Runoff Depth=2.92" Tc=10.0 rain u- CN--89 0 2 4 6 8 10 12 14 16 18 20 22 24 26 2.8 30 32 34 36 38 40 42 44 46 Time (hours) Brooklyn Center HydroCAD Type 1124-hr 10-Year Rainfall=4.10" Prepared by MFRA, Inc. Printed 7/6/2010 H droCAD® 8.50 s/n 003909 U 2007 H droCAD Software Solutions LLC Pa e 15 Summary for Subcatchrrment S2: Proposed to Storm Sewer Runoff = 2.47 cfs @ 12.01 hrs, Volume= 0.155 af, Depth= 3.86" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-48.00 hrs, dt= 0.01 hrs Type II 24-hr 10-Year Rainfall=4.10" Area sf CN Description 21,000 98 Paved parking & roofs 21,000 Impervious Area T'c Length Slope Velocity Capacity Description 1 p_0 0 Direct Entry, Subcatchment S2: Proposed to Storm Sewer Hydrograph Type 11 24-hr 10-Fear Rainfall--4.10" Runoff Area--21,000 sf Runoff 'Volume=0.155 of Runoff Depth^3.86" Tc=10.0 min CN=08 6 6 10 i2 14 16 16 20 22 24 26 26 30 32 34 36 86 40 42 44 46 .48 1 Time (hours) a Runa(( Brooklyn Center HydroCAD Type // 24-hr 10-Year Rainfall.-4.10" Prepared by MFRA, Inc. Printed 7/6/2010 HydroCADO 8.60 s/n 003909 O 2007 HydroCAD Software Solutions LLC Page 16 Summary for bond RG: Raingarden Inflow Area = 0.248 ac, 76.20% Impervious, Inflow Depth = 2.92" for 10-Year event Inflow 1.08 cfs @ 12.01 hrs, Volume= 0.060 of Outflow = 0.60 cfs @ 11.89 hrs, Volume= 0.060 af, Atten= 44%, Lag= 0.0 min Discarded = 0.60 cfs @ 11.89 hrs, Volume= 0.060 of Primary = 0.00 cfs @ 0.00 hrs, Volume= 0.000 of Routing by Stor-Ind method, Time Span= 0.00-48.00 hrs, dt= 0.01 hrs Peak Elev= 861.02` @ 12.12 hrs Surf.Area= 795 sf Storage= 236 cf Plug -Flow detention time= (not calculated: outflow precedes inflow) Center -of -Mass det. time=1.3 min ( 803.5 - 802.1 ) Volume Invert Avail.Stora e Storage Description #1 860.50' 1,651 cf Custom Stage Data (Prismatic) Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store (feet) (sq-ft) (cubic -feet) (cubic -feet) 860.50 120 0 0 861.00 775 224 224 862.00 2,080 1,428 1,651 Device Routing Invert Outlet Devices #1 Discarded 860.50' 0.60. cfs Exfiltration at all elevations #2 Primary 861.90' 24.0" Horix. Orifice/Grate Limited to weir flow C= 0.600 Discarded OutFlow Max=0.60 cfs @ 11.89 hrs HW=860.52' (Free Discharge) T--1=Exfiftration (Exfiltration Controls 0.60 cfs) Primary OutF'low Max=0.00 cfs @ 0.00 hrs HW=860.50` (Free Discharge) t-2=Orifice/Grate ( Controls 0.00 cfs) Brooklyn Center HydroCAD Type it 24-hr 10-Year Rainfall=4.10" Prepared by MFRA, Inc. Printed 7/6/2010 HydroCAQO 8.60 s/n 003909 © 2007 HydroCAD Software Solutions LLC Pace 17 Pond RC: Raingarden Hydrograph 'l Inflow j t.ra 03 Outflow ,//�� f;1 Discarded Inflow Area--0.248 ac � Primary Peak Elev=86 .02' Storage- cf OXO cis � O.GtI cls U O [L 1 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 Brooklyn Center HydroGAD Type 1124-hr 10-Year Rafnfa11=4.10" Prepared by MFRA, Inc. Printed 7/6/2010 H droCADO 8.50 s/n 003909 O 2007 H droCAD Software Solutions LLC Pacle 18 Stage -Area -Storage for Pond RG: Raingarden Elevation Surface Storage (feet) (sq-ft) (cubic -feet) 860.50 120 0 860.52 146 3 860.54 172 6 860.56 199 10 MOM 225 14 860.60 251 19 860.62 277 24 860.64 303 30 860.66 330 36 860.68 356 43 860.70 382 50 860.72 408 58 860.74 434 67 860.76 461 75 860.78 487 85 860.80 513 95 860.82 539 105 860.84 565 117 860.86 592 128 860.88 618 140 860.90 644 153 860.92 670 166 860.94 696 180 860,96 723 194 860.98 749 209 861.00 775 224 861.02 801 240 861.04 827 256 861.06 853 273 861.08 879 290 861.10 906 308 861.12 932 326 861.1.4 958 345 861.16 984 364 861.18 1,010 384 861,20 1,036 405 861.22 1,062 426 861.24 1,088 447 861.26 1,114 469 861.28 1,140 492 861.30 1,166 515 861.32 1,193 539 861,34 1,219 563 861.36 1,245 587 861.38 1,271 612 861.40 1,297 638 861.42 1,323 664 861.44 1,349 691 861.46 1,375 718 861,48 1,401 746 861.50 1,428 774 861.52 1,454 803 Elevation Surface Storage (feet) (sq-ft) (cubic -feet) 861.54 1,480 833 861,56 1,506 862 861,58 1,532 893 861.60 1,558 924 861.62 1,584 955 861.64 1,610 987 861,66 1,636 1,019 861.68 1,662 1,052 861.70 1,689 1,086 861,72 1,715 1,120 861.74 1,741 1,155 861.76 1,767 1,190 861.78 1,793 1,225 861.80 1,819 1,261 861.82 1,845 1,298 861.84 1,871 1,335 861.86 1,897 1,373 861.88 1,923 1,411 861.90 1,949 1,450 861.92 1,976 1,489 861.94 2,002 1,529 861,96 2,028 1,569 861.98 2,054 1,610 862.00 2,080 1,651 Brooklyn Center HydroCAD Type U 24-hr 10-Year Relnfall=4.10" Prepared by MFRA, Inc. Printed 7/6/2010 H droCADO.8.50 s/n 003909 02007 H droCAD Software Solutions LLC PaQe 19 Summary for Link TP: Total Proposed Inflow Area W 0.730 ac, 9.1.92% Impervious, Inflow Depth = 2.55" for 10-Year event Inflow 2.47 cfs @a 12.01 hrs, Volume= 0.155 of Primary - 2.47 cfs @ 12.01 hrs, Volume= 0.155 af, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 0.00-48.00 hrs, dt= 0.01 hrs Link TP: Total Proposed Mydrograph 11:1 Inflow p Primary Time (hours) Brooklyn Center HydroCAD Type l! 24-hr 100-Year Rair7tall=5,90" Prepared by MFRA, Inc. Printed 7/6/2010 H droCAD8 8,50 s/n 003909 U4 2007 H droCAQ Software Solutions LLC Pa e 20 Summary for Subcatchment S1: Proposed to Raingarden Runoff 1,67 cfs @ 12.01 hrs, Volume M96 af, Depth- 4,64" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-48.00 hrs, dt= 0.01 hrs Type II 24-hr 100-Year Rainfall=5.90" Area (sf) *CN Description,., 2,570 61 >75% Grass cover, Good, HSG B 8,230 98 Paved parking & roofs . 10,80Q 89 Weighted Average 2,570 Pervious Area 8,230 Impervious Area To Length Slope Velocity Capacity Description 10.0 1 0 LL Direct Entry, Subcatchment S1. Proposed to Raingarden Hydrograph Type 1124-hr 100-Year Rainfall.-5.90t4 Runoff Area=10,800 sf Runoff Volume=0.096 of Runoff Depth_4.64" Tc=10.0 main CN=89 ... ... ............... ..... .. ,. 2 4 6 8 10 12 14 16 18 20 2?. 2.4 26 28 30 32 34 36 38 4o 42 44 46 48 Time (hours) Brooklyn Center HydroCAD Prepared by MFRA, Inc, Software Solutio Type // 24-hr f 00-Year Rainfall=5.90" Printed 7/6/2010 Summary for Subcatchment S2. Proposed to Storm Sewer Runoff = 3.57 cfs @ 12.01 hrs, Volume= 0.227 af, Depth= 5.66" Runoff by SCS TR-20 method, UHWSCS, Time Span= 0.00-48.00 hrs, dt= 0.01 hrs Type II 24-hr 100-Year Rainfall=5.90" Area (sf) CN Description 21,000 98 Laved parking & roofs 21,000 Impervious Area To Length Slope V min) (feet) (ft/ft) 10.0 iclty Description cfs) Direct Entry, Subcatchment S2: Proposed to Storm Sewer Hydrograph V Type II 24-hr 100-Year 3- Rainfall=5.90" Runoff Area=21,000 sf Runoff Volume^0»227 of Runoff Depth=5.66" 2- Tc=14.0 min CN=9a 0 2 4 6 8 10 12 14 W 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Time (hours) Brooklyn Center HydroCAD Type li 24-hr 100-Year Rainfall-5.90" Prepared by MFRA, Inc. Printed 7/6/2010 HydroCAD® 8.50 s/n 003909 O 2007 HydroCAD Software Solutions LLC Page 22 Summary for Pond RG: Raingarden Inflow Area = 0,248 ac, 76.20% Impervious, Inflow Depth = 4.64" for 100-Year event Inflow - 1.67 cfs @ 12.01 hrs, Volume= 0.096 of Outflow - 0.60 cfs @ 11.81 hrs, Volume= 0.096 af, Atten= 64%, Lag = 0.0 min Discarded = 0.60 cfs @ 11.81 hrs, Volume= 0.056 of Primary - 0.00 cfs @ 0.00 hrs, Volume= 0.000 of Routing by Stor-Ind method, Time Span= 0.00-48.00 hrs, dt- 0.01.hrs Peak Elev- 861.46' @ 12.17 hrs Surf.Area= 1,371 sf Storage- 714 of Plug -Flow detention time- (not calculated: outflow precedes inflow) Center -of -Mass det. time 4.9 min ( 794A - 789,2 ) Volume Invert Avaii.Stora e Storage Description #1 HMO' 1,651 of Custom Stage Data (Prismatic) fisted below (Recalc) Elevation Surf.Area Inc.Store Cum.Store (feet) (sq-ft) (cubic4eet) (cubic -feet) 860.50 120 0 0 861,00 775 224 224 862.00 2,080 1,428 1,651 Device Routing Invert Outlet Devices #1 Discarded 860,50' 0.60 cfs Exfiltration at all elevations #2 Primary 861,90' 24.0" Horiz. Orifice/Crate Limited to weir flow C= 0.600 Discarded OutFlow Max=0.60 cfs @ 11.81 hrs HW=860.52' (Free Discharge) L1=Exfiitration (Exfiltration Controls 0.60 cfs) Primary OutFlow Max=0.00 cfs @ 0.00 hrs HW=860.50' (Free Discharge) L2=Orifice/Grate ( Controls 0.00 cfs) Brooklyn Center HydroCAD Type 1124-hr 1 a9-Year Rainfall= 5.9D" Prepared by MFRA, Inc. Printed 7/6/2010 H droCADO 8.50 s/n 003909 O 2007 H droCAD Software Solutions LLC Paw 23 Pond RG: Raingarden Hydrograph rl Inflow OU11iO4V El Discarded Primary 0 2 4 E3 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Time (hours) Brooklyn Center HydroCAD Type 1124-hr 100-Year Rainfall=5.90" Prepared by MFRA, Inc. Printed 7/6/2010 H droCAD® 8.50 s/n 003909 © 2007 H droCAD Software Solutions LLC Page 24 Stage -Area -Storage for Fond RG; Raingarden Elevation Surface Storage (feet) (sci-fi) (cubic -feet) 860.50 120 0 860.52 146 3 860.54 172 6 860.56 199 10 860.58 225 14 860.60 251 19 860,62 277 24 860,64 303 30 860.66 330 36 860.68 356 43 860.70 382 50 860.72 408 58 860.74 434 67 860.76 461 75 860.78 487 85 860.80 513 95 860.82 539 105 860.84 565 117 860.86 592 128 MOM 618 140 860.90 644 153 860.92 670 166 860.94 696 180 860.96 723 194 860.98 749 209 861,00 775 224 861,02 801 240 861.04 827 256 861.06 853 273 861.08 879 290 861,10 906 308 861,12 932 326 861,14 958 345 861.16 984 364 861.18 1,010 384 861.20 1,036 405 861,22 1,062 426 861.24 1,088 447 861.26 1,114 469 861.28 1,140 492 861.30 1,166 515 861.32 1,193 539 861.34 1,219 563 861.36 1,245 587 861.38 1,271 612 861,40 1,297 638 861.42 1„323 684 861.44 1,349 691 861.46 1,375 718 861,48 1,401 746 861,50 1,428 774 861.52 1,454 803 Elevation Surface Storage (feet) (sq-ft) (cubic -feet) 861,54 1,480 833 861.56 1,506 862 861.58 1,532 893 861,60 1,558 924 861.62 1,584 955 861,64 1,610 987 861.66 1,636 1,019 861.68 1,662 1,052 861.70 1,689 1,086 861.72 1,715 1,120 861.74 1,741 1,155 861,76 1,767 1,190 861,78 1,793 1,225 861,80 1,819 1,261 861,82 1,845 1,298 861.84 1,871 1,335 861.86 1,897 1,373 861.88 1,923 1,411 861,90 1,949 1,450 861,92 1,976 1,489 861.94 2,002 1,529 861.96 2,028 1,569 861.98 2,054 1,610 862.00 2,080 1,651 Brooklyn Center HydroCAD Type // 24-hr 100- Year Raihfall=5. go,, Prepared by MFRA, Inc, Printed 7/6/2010 HydroCADO 8.50,.. s/n 003909 0 2007 HydroCAD Software solutions LLC Pang Pr; Summary for Link TP: Total Proposed Inflow Area = 0.730 ac, 91.92% Impervious, Inflow Depth= 3.74" for 1 00-Year event Inflow 3,57 cfs @ 12.01 hrs, Volume 0.227 at Primary 3.57 cfs @ 12.01 hrs, Volume= 0,227 at, Atten= 0%, Lag= 0.0 min Primary outflow = Inflow, Time Span= 0,00-48,00 hrs, dt= 0.01 hrs 0 LL Link TP. Total Proposed Hydragraph Time (hours) FTJ-1�11,10W LEI,Primary fA LIZVVIVIA L10HrZ1V01V FEATURES & SPECIFICATIONS INTENDED USE — Ideal for use in car lots, street lighting or parking areas. CONSTRUCTION — Rugged, .063" thick, aluminum rectilinear housing. Continuously seam -welded for weather -tight seal and integrity. Naturally anodized, extruded, aluminum door frame with mitered corners is retained with (two) .188" diameter hinge pins and secured with (one) quarter -turn, quick -release fastener, Weatherproof seal between housing and door frame is accomplished with an integrally designed, extruded silicone gasket that snaps into door frame. FiNISH — Standard finish is dark bronze (DDB) polyester powder. Other powder architectural colors available. OPTICAL SYSTEM — Reflectors are anodized and segmented for superior uniformity and control, which allows the flexibility to mix distributions without compromising the overall lighting job. Reflectors attach with toofless fasteners and are rotatable and Interchangeable. Five cutoff distributions available: Type II (roadway), Type III (asymmetric), Type IV (forward throw, sharp Cutoff), Type IV (wide, forward throw) and Type V (square symmetri- cag. Lens is .125" thick, impact -resistant, tampered, glass with thermally applied, silk screened shield. ELECTRICAL SYSTEM — Constant -wattage autotransformer is 100% coppor-wound and factory -tested. Super CWA Pulse Start ballast required for 32OW and 350W (must order SCWA option). Porcelain, Horizontally oriented, mogul -base socket with copper alloy, nickal-plated screw shell and center contact. UL listed 150OW- 60OV. INSTALLATION - Extruded, 4" aluminum arm for pole or wall mounting is shipped in fixture carton, Optional mountings available, LISTING — ULlisted for wet locations. Listed and labeled to comply with Canadian Standards (see Options). NOM Certified (see Options). ORDERING INFORMATION Choose the boldface catalog nomenclature that best suits your needs and write it an the appropriate line. Order accessories as separate catalog number. KSF2 Series w ®� KSF2 Wattage Metal halide 250M 320M 350M 400M Catalog Number Motes Type Area L►gh METAi, HAI HIGH PRESSURESOUI 20OW - 4( 1FV to 96' Mntin --.....__..__ DI Arm µ �m ._. L Speoificotions EPA: 2.0 ft.z(.2.80) (includes arm) Length, 24-19/32 (62:5) Width: 17-25/32 (45,2) Depth: B-5/16 (2.1.1) Weight: 52lbs (23.6kg) Arm: 4 (10,2) Mounting Option Drilling Tom SPxx,RPxx,DA12P 5 WBxx,DA12WB 6 WWxx 7 All dimensions ara inches (centimati unless otherwise specified. Example: KSF2 400M R3'120 SP04 SF Vantage (� Lamp j Options Mounting" 120 2W 2W 277 SP04 Square pole (,'arm) (standard)" SP09 Square polo (9' arm) SP04 Round polo (4' arm)t Shipand installed in fixture SF Single fuses OF Double fuses PER NF.MAtwist-lock PE4 NEMANvist-IockPE (480V) PE7 NEMAtwist•lockPE (217V) LPt Lamp Include( (scandal L/LP Less lam 347 4W TB3 N_. gh,plpswtq Sadmm 200S 250S Distribution 400S M'R2 IFS Typo It roadway ryM M IES Typo III asymmetric R4SC IES Type IV forward throw, sharp cutoff R4W (CS Type IV wide, forward throw 95S IES Type V square RP09 Round pole (9' arm) WW04 Wood pole or wall (4' army WWO9 Woad pole or wall (9' arm) W804 Wall bracket (4' arm) W809 Wail bracket IT arm) L/ARM When ordering KMA, OAl2 Optional mo tin (stripped separately) DA12P Degree arm (pala) OA1M Degree arm (wail) KMA Most arm adapter KTMB Twin mounting bar NOTES: i Use ED28 reduced jacket lamp. 2 Consult factory for availability in Canada. 3 Optional multi -tap ballast (120, 208, 240, 277V;120, 277, 347V in Canada). 4 SP09, RP09, or WW09 must be used when two or more luminaires are oriented on a 90° drilling pattern, 5 Must specify voltage. N/A TB, 6 Lamp not included. 7 Additional architectural colors available. See brochure, Form No.794.3. 8 Refer to technical data section in Outdoor binder for drilling template. receptacle only (no SC Shorting cap for photocontrol) PER option (IRS Quartz restrike systern KSF2HS Rouse side shield f loow max)c (1`12,1`13) ORSTO QRS time delay (100W max)s KSFZVG Vandal guard EC Emergency circuity Architactural colors CA Corrosion -resistant finish (powder finish)' CSA Listed and labeled to t1VV1f White comply with Canadian 0131. Black Standards OW Medium bronze NOM NOM Certified DNA Natural aluminum SCWA Super CWA Pulse Start DSS Sandstone . Ballast DGC Charcoal gray Shipped separately DTG Tennis green PE7 NEMAtwisblock PE(120, DBR Bright red 208,24OV) PE3 NEMAhylst-IockPE(347V) DS8 Stool blue Accessories: Tenon Mounti,7# Siipiifter (Order separately) Number of fixtures Tenon O.D. Ono Tw60180° TwoOflo'l Three@1206 Threes48011 Foui 2.3/8` T20.190 T20-280 T20-290 T20.M T20.390 T2t 2.7/8' 725.190 T25-280 T26.290 T25.320 T25-390 12t 4' T35.190 T35.280 T35-290 T35.320 T35-390 TT.. niitdnnr Sheet#,,KSF2.M-S AL lKSF2 Arm -Mounted Rectilinear Cutoff Lighting Coefficient of Utilization Initial Footcantlles 7011 INS all kilo a IN 10 � ��■ ►r�►i��■■■ ■K+c �i MEN ►`I■■ N,�. so ■off■■111111 :.= . ■■ ■■11■MEIN ■■ min /DA 1/J 11■■ ■ ■ !■OPIP■11■ ■■■11■■ MOE■■■ ■■■■11■ ■.�i ■■■11■■■■■■■ ■M■N11■ ■■ ::'I011■ rEN�l■■ NOTES: 1 For electrical characteristics, consult technical data tab, 2 Tested to curroid IES and NEMA standards under stabilized laboratory conditions, Various operating factors can cause differences between laboratory and actual field measuroments. 0inionsions and specifications are based on the most current avail- able data and are subject to change. 3 Photometric data for other distributions can be accessed from w%vw,lithonla.com. Mounting Height Correct (Multiply the fe level by the cot 15 ft. = 5.4 SO ft.y u6 40 ft.- .77 z Existing Mounting Hoight Now Mounting Height I fA,z1rH=jv1A L1,GHr1jva0 An ". cuityBrands Company Lithania l.igh outdoor Liyhtin One Lahonia we Phona:770.922-; FEATURES & SPECIFICATIONS INTENDED USE For building and wall -mounted applications. CONSTRUCTION Rugged, die-cast, single piece altnttinum housing. Die-cast doorfrome has a 1/8" thick tempered glass Ions. Doorframe is fully gasketed with one-piece solid silicone. FINISH Standard finish is textured dark bronze (DOBT) corrosion -resistant polyester powder finish, with other architectural colors available. OPTICAL SYSTEM Segmented reflectors provide superior uniformity and control, Reflectors are inter- changeable. Three full cutoff distributions available, FT (forward throw), MO Unodiunl throw) and WT (wide throw). ELECTRICAL SYSTEM SOW metal halide-15OW utilizes a high reactance, high power factor ballast. 35S and SOS utilize a reactance normal power factor ballast.175W utilizes a constant -wattage auto transformer ballast.HID ballasts are copperwound and 100%factorytested. Por- colain, medium -base socket with copper alloy, nickel -plated screw shell and center contact ULI)sted 66OW, GOOV 4KV pulse rated. Compact fluorescent utilizes a Class P, electronic, high power factor ballast; <10% THO with starting temperature of O1F. Flue- reseent socket is high temperature thermoplastic with an integral lamp retention clip. Quick -disconnect plug easily disconnects ratlectorfrom ballast. INSTALLATION Universal mounting mechanism with integral mounting support allows fixture to hinge down. Bubble level provides correct alignment with every installation. LISTING UL Listed to U,S. and Canadian safety standards. NOM Certified (see Options). ULlisted suitable for wet locations (damp location listed in fens up orientation). WLU option offers wet location listing in up orientation (see Options), IP65 rated. ORDERING INFORMATION Choose the boldface catalog nomenclature that best stilts your needs and write it on the appropriate line. Catalog Number Notes TYp0 C�MER<::j; Standard dimensions - MRW Length: 18" (45,72) Depth: 9" (22.86) Overall Height: 7,25" (18,42) Max, Weight: 35lbs (15.88kg) All dimensions are in inches feenti- meters) unless otherwise specified. Wall -Mounted I.iOh MRV METAL HAI 5OW-1, HIGH PRESSURE SODI 35W-1; COMPACT FLUORESCI 26DTT-2/42 Example: MRW 175M FT T1 MRW Series :_Watta a Oistrihution VoiferUo j Options MRW Metal halide, FT forward throw 120 Sh(pped s alled, infixture ELAW Emergency 50M loom M0 Medium throw 2081 SE Single fuse (120,277,347V, file battery peck 70M Isom (coated lamp std,) 2401 TBorTBV) 020Vor277V 17W WT Wide throw Zn OF Double fuse (208,240V, n/a TB NOM only)'." NOMCertifie, ffitu m"o sodium 347 orTBV) Arolliteeyt-4 cotoil1B 35S' 70S TB, GMF Internal slow -blow Standard er 508 loos TB� fusufVd,.perii DDBT Dark bronze 150S MVOLTs QA5 Quartuart r z restrike system (100W max 120V, quartz lamp not DSST Sandstone Compact fly_U qAt t included)' ONAT Natural alum 260TT MURT OR Enhanced corrosion- OWHG White 2/2601T 32TRT resistance DBLB Black 26TRT 2/32TR1 CRT Non-stick protective coating', Dotionsl,textured color 2/42TRT PE Photoetectric-cell button type OBNH Bronze (n/a TB, TBVofMVOLTht D$PD Dark gray WLU Wet location door for up OSPJ Light gray NOTES; IRS orientation Internal backlight shield" OSPE Green 1 1201/, NET only, DFL Diffusing lens DSPG Dark red 2 Only available w;th MO d;stribution. LPI Lamp Included DSPF Rust 3 Not available in Canada. L/LP Less temp DSPH Red 4 Optional multi -lap ballast 1120, 2,00, 240, 277V)• h1 Canada, 120, 217, 347V ships as 1207347V. $1L1plm 5 Optional 5-tap ballast (120, 208, 240, 277, 480V; not available in Canadal. 175W metal halide only. EC Emergency circuit {25W SODS Dark bronze 6 Optional rnulibvolt electronic ballast (for compact floore scent lamps only) eapablo ofoparm(n0 any max,, lamp included" line voRaga from 12OV-217V• DCI2 Emergency circuit 12-valt (35W SOWH White 7 Avahblu fur compact fluorescent units only. lamp included)" SDBL Black 8 Must spec,ly voltage, not ovailabla wish MVOLT or TO. 20M Emergency circuit 12-volt (two SDNA Natural olurr O Not available with compact fluorescent. 35W lamps included)" SDTG Tennis Timor 10 Black finish only. 1 I Must with fold modifications. OC2012 Emergnncy circuit 12-volt S08H Bright red t availablorderede 12 IBS not ovailahie with h90 distrbulian. MO di. fib (20W lamp Included)" SOBUA Dark blue la Natavailablawith QRS. 20=12 Emergency circuit 12-volt{two SOGYM Gray 14 Not availablu with SF, OF, ORS or OME 20W tamps included)" $DyLB yellow 15 Omtery pack by others and mounted external to luminaire, pilot lightAost switch mounting plate ELDWR fixture wired ready for Bodine 1i e atnl included. Soo lamp compatibility chart on back pago. B30 remote buttery pack (32° _ads WSBBW Sa(facn•nlou I6 Not availahia 4vth 2142TRT. min. operating temp)'•f5 back box" 17 Not available with V32TRT er V42TRT. ELDWRPS Fixture wired ready for PSI 400 WSUT5 Uptiit 5 degre 16 Additional architectural colors availablo. sea w4v;+.hthnnia.rom, ur PSDL3 rainote battery pack MRWWG Wire guard" 19 'Must specify finish. (32° min. operating tamPy" •" MRLWG Vandal guarc Outdoor IIIRW :Mewl Halide, High Pressure Sodium, Compact Fluorescent Building Mounted MRW 1 r5M FT TESTNO: LTL11336 MRW 175M MD TESTNO: LTL11335 MRW 175M WT TESTNQ: L'rL11337 IiiTLLUI INANCE PLOT (Faatcaadlnt 1SOILLUMIN6NCE PLOT (Fdotcandlo) ISOiLLUL(INANCF Rw (Frx;ikw d'o) •2 •i w •1 ru � � z U0'• az v 0� z x nZ a g 5z.e r� 2M 2y 25 2N r� 3 3io 3�zJ K 4N O Z 4N FF d� o i a, 3 4 s 8 5 p B e 1 z 3 4 s 8 u + 2 3 e 5 s v 176W lava?, horizontal lamp aConnnion 175W lump, horizontal amp otioniatian T75'4V tamp, horizontal. lamp orinnlallon Foofcandt3 va:uas based on 12' Foatcandle values bused an AZ Fuatoandte valuos based on 12' nlounling aelght, 12800 rated lumens. LumhlaltsElnciency: G5.6/e mountfng hoight,11680 rated lumens. maml8ng WON. 12800 rated Wrnons, LumfnanlEifielenry: 55.3"S Lumintiin*Eft enry; G8,1b MRW 1 50S FT TESTNO: LTL11546 MRW 2I26DTT MD Tr=STNO: LTL11984 MRW 42TRT MD TESrN0 LTL11979 ISOIU.UV.INANCL• PLOT (Faatcand:a) 150R LUL(INANCF. PLO'( IFcC;Ca,xrc) ISOILUM NANCE PLOT (Ft�tcend'e) ' •2 . •1 ...__ i iu = -1 i3 t7 oL 5 0 z O 2. r -"e 62 1.• 0 • 21 I 17 1 1 n 2" C, 2x P sL 0.5 3 ii 9� �u z 4� Y a 1 2 3 4 5 e 6 n 5 16oW lamp, horizontal lamp orlenlatldn 26W lamp, horizontal (amp orientation 42W lamp, horizontal lump orientation Foo(eandlo vnfuos based on t2' Footcandlo valuos based on 12, Footcandlo values based on 12' nlountlag halght, 15800 rated lumens. LUmfnuire Efficiency: 51,6% mounting ha ght. 1800 rated lemons, mounting haight, 3200 rated lumens. Lutd?nafru Efficiency: 25.3% Luminalre Effi,5enq: 48,5% U t' p�nCl+ Dalton; ''Pack .amp / Ompatf'ib=lty Lamp Options (# of lntnpslwattagei 26011 (one lamp) ULDIN 0 t:LD11' R 0 r.u.)",FriRPs L-13 2/26OTT Q i7 C7 251111 (one Iwop) D .t C 2/26'TRT 1-7 32TRT (one lornp) ❑ 0 10 2/321111 742TRT (one l olp) _ - � C1 1A L7_ ❑ - 13 2/42TRT fA Lfr"AaJVIA f,1jaHr1AAG(D Awc-M. cuityfrands Company Sheet#; MRW M-S-CF rcrvnrla A-4h, IW'fl.,. n...,,.. Lithonio Lighting Outdoor Lighting Otto L(thon111 Way, Conyers, GA 300123957 Phone:770-922-9000 Fox:770 518-1209 23RMYYA"1A �A A "ANM MAI FEATURES & SPECIFICATIONS CONSTRUCTION Weldable -grade, hot -rolled, comrnercial•quality carbon stoat tubing with a minimum yield of 55,000 psi (11 gauge), 50,000 psi (7-gauge), Uniform wall thickness of .125" or .188". Shafts are one-piece with a longitudinal electric resistance weld, Uniformly square in cross-section with flat sides, small corner radii and excellent torsion. Available shaft widths are 4", 5' and 6". Anchor base is fabricated from hot -rolled carbon steel plate that moats or exceeds a minimum yield strength of 36,000 psi. The anchor base is provided with slotted holes, fuse cover is finished to match pole. A handhole having nominal dimensions of 3" x 5' for all shafts. Included is a cover with attachment screws. Top cap provided with all drill -mount poles. Fasteners are high -strength galvanized zinc -plated or stainless stool, FINISH ---- Dark bronze (DDB) polyester powder standard. Other architec- tural colors available. GROUNDING --- A nut holder located immediately inside the handhole rim is provided with a 1/2' -- 13 UNC ground bolt and nut. ANCHOR BOLTS ._ Top protion of anchor bolt is galvanized per ASTM A- 153. Made of steel rod having a minimum yield strangth of 55,000 psi. ORDERING INFORMATION Choose the boldface catalog nomenclature that bi!st suits your needs and w6to it in the appropriate blank. Catalog Number Notes r t Anchor Base Pc SSS .�, Shaft type Nominal shaft Nominal shaft base size/ Mounting' SSS length wall thickness 10 — 39 feet (See back page.) (Soo back page.) HANDHOLE ORIENTATION C p A Handhole NOTFS: 1 When ordering tenon mounting and drill mounting for the same pole, follow this example: OM28/i20. The. combination requires an extra handholo. 2 3-1/2' and 4' tenons available on 5" and 6" shafts only. 3 The drilling template to be used for a particular luminaire depends on the luminaire that is used. Refer to the Technical Data Section of the Outdoor Binder for Drilling Templates. 4 Specify location and orientation when ordering option. For 1st "x': Specify the height in feet above base of Palo. F`xample: Lift G 5 and 20R = 20 For 2nd "x": Specify orientation from handhole (A,O,C,D1 Refer to the Handhole Orientation diagrant on this page. 5 Horizontal arm is 18" x 2.3/8' O,D, tenon standard. 5 Combination of tonon•top and drill mount requires extra handholo. I Additional colors svallable: see Architectural Colors brochure, form no. 794.3. PT T20 T25 T302 T352 DM19 OM20 BM28PL D M29 DM39 OM49 Tenon i1noun11119 Open top 2.3/8" 0;0. W NPS) 2.7/8" O.D. (2-1/2" NPS 3.1/T 0.0. 0' NPS) 4" O.D. (3-11T NPS) Drill Mountings 1 at90° SQUARE STRAIGHT S' Example: SSS 20 5C DM19 4 Options Shipp ad Instal led Architectural Color: L/A0 LessAnchorBoits (powderfin4 VD Vibration Damper Standard Colors TP Tamper Proof DOD Darkbror Hxx4s IlorizontolArm DWH White Bracket (1 fixture) FDLxx4 Festoon Outlet less DHL Black electrical Classic Colors FGLxx4 Festoon GFI Outlet OMB Medium( loss olectricai 2at180° 12CPxx4 1/2'Cou tin P g DNA Natural aiuminurr 2at180°with one side 34CPxx4 3/4'Coupliing plugged 1CPxx4 I" Coupling DSS Sandstor; 2at90° 12NPxx4 1/2"ThreadedNippl0 DGC Charcoal 3at90° 34NPxx4 3/4'ThroadedNipple DTG Tennis Or 4at90° 1NPxx4 I'ThroadodNipple DBR Brightrot Aeris Drill Mounting3 HHxx4,1 Extra Hondhole DSO Steel blue DM19AS 1 at901 GALV Galvanize aM28A5 2at180° finish DM29AS 2atSO, DM39AS 3at90° DM49AS 4at900 IMPORTANT INSTALLATION NOTES: Do not erect poles without having fixtures installed. . FactOrysupplied templates must be used when setting ant bolts. Lithortia will not accept claim for Incorrect anchorage placement due to failure to use factory template, • If poles are stored outside, all protective wrapping must tit removed Immediately to prevent finish damage. Lithonis is not responsible for the foundation design. • Installation requires grout to be packed under base to on: full contact with foundation. Outdoor _ _. .... .... _. SSS Square Straight Steel pops TECHNICAL INFORMATION j EPA (112) with 1.3 gust Nominal Wall Approximate Catalog shaft Pole Shaft Thickness 80 Max. 90 Max. 100 Max. Baiturclo Boltsize ship weight Number, lencth(feet►_Size(inxinxft) (intltosl Gau t, alph woi ht Inph q� ht mph weirOhtrv„ (inches) (in.xin x nm� (pounds) Y104C SSS 10 4.0x10,0 0.125 11 30.6 765 23,8 595 18.9 473SSS 8 9 3/4x18x3 75 12 4C 12 4.0 x 12,0 4. 0125 11 _m_ 24.4 -.19.9 610 18.8 470 14.8 370 8--9 3/4 x 18 x 3 90 SSS 14 4C 14 4.0 x 14.0 0125 11 498 15.1 378 11.7 293 8--9 3/4 x 18 x 3 _ 100 SSS 16 4C 16 4.0 x 16.0 0,125 11 15.9 398 11,8 295 8.9 223 8_9 3/4 x 18 x 3 115 w SSS 18 4C 18 4.0 x 18.0 0,125 11 116 315 9.2 230 6.7 168 8--9 3/4 x 18 x 3 125 SSS 20 4C 20 4.0 x 20.0 0.125 11 9.6 240 6.7 167 4.5 150 8- 9 3/4 x 18 x 3 Y 140 SS 2Q 4G 20 4.D x 20.0 .. 0.18$ 7 16.5 415 12.25 31 D 9,3 240 8 -9 3/4 x 30 x 3 198 SSS 20 5C 20 5.0 x 20,0 0.125 11 _ 173 443 12.7 343 9.4 235 10--12 1 x 36 x 4 185 SSS 20 5G --- 20 _- 5.0 x 20.0 0.188 7 28.1 703 21,4 535 16 7. 405 10 12 8--9 1 x 36 x 4 3/4 x 18 x 3 265 170 1 SSS 25 4C 25 4.0 x 25,0 0,125 11 4.$ 150 2.6 100 1.0 50 SSS 25 4G 25 4.0 x 25.0 0.188 7 10.8 270 7.7 188 157 5.4 3.7 135 150 8- 9 10--12 3/4 x 30 x 3 1 x 36 x 4 245 225 j SSS 25 5C S_ _ 25 h _ 5.0 x 25.0 0.125 11 9.8 245 6,3 SS 25 5G 25 5.0 x 25.0 0,188 7 18.0 350 12.6 350 _ 9.0 250 10--12 1 x 36 x 4 32061 SSS 30 413 30 4.0 x 30,0 -� 0.188 7 6.4 160 4.0 100 2.3 58 8--9 3/4 x 30 x 3 295 SSS 30 5C 30 5.0 x 30.0 0.125 11 4.7 - 150 __.._ r. 2.0 50 " 10 12 1 x 36 x 4 265 SS 30 5G 30 5.0 x 30,0 0.188 7 10.7 267 6.7 167 19 100 160 10--12 11--13 1 x 36 x 4 1 x 36 x 4 `', 380 520 SSS 30 6G 30 6.0 x 30.0 0.188 7 - 15.7 - 392 10.2 257 6.4 SSS 35 5G 35 _5,D x 35.0 0,18$ 7 5.9 150 2.5 g 100 --- 10 12 1 x 36 x 4 440 SSS 35 6G 35_..-.__. _ 6.0 x 35.0 0.188 7 9.5 237 5.0 150 1,8 50 11--13 1 x 36 x 4 540 SSS 39 6G 39 6.0 x 39.0 0.188 7 5,1 128 1.3 33 11 -13 1 x 36 x 4 605 _ �A BASE DETAIL Shaft Bolt Boll Base Anchor Warehouse Template Base Circle Projection Square Bolt Anchor Bolt Number Size A B C Description Description 4'C 8-1/2, 2-3/4'-4' W ABSSS-40 A818-0 PJ50004 4'G 8-1/2' 2-3/4-4' 8' ABSSS-4G A830-0 PJ50004 5' 1 W--12" 3-3/W-4' IV ABSSS-5 A836-0 PJ50010 6' 11"-13' 3-3/8°-4' 12-1/2° ABSSS-6 AB36.0 PJ50011 IMPORTANT: 0 These specifications are intended for general purposes only. Lithonia reserves Ilia 69t,t to change material or design, without prior notice, in a continuing effort to upgrade Its products, fA 1-MVVYVIA LA1191�-Jrl'V'a Lithonia Lighting Acuity Lighting Group, Inc, Outdoor Lighting A17 <M-WuRyBrands company one Lithonia Way, Conyers, GA 30012 Phone:770-922.9000 Fax:770-918-1209 Sheet 4: Pole-SSS 01994 Lithonia Lighting, Rev. 6/02 Pole-SS&p,85 to Canada: 1100 50th Ave., Lachine, Gueoec 118T2V3