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HomeMy WebLinkAbout20201116154608343Section A The building in which this salon is located is new construction. 1. Applicant must attach a copy of the signed, dated Certificate of Occupancy issued by the City or County in which the building is located. 2. Applicant must attach statement from Zoning Official that salon is in compliance with zoning ordinances, or obtain signature below: �r Salon address inspected and -meets zonir 0�0 Signature of Zoning Official Titl L(�y mpliance Print Nam_ e_of 266ing Official City or County Name Section B Telephone Number The building in which this salon is located is an existing building. The Applicant has made improvements or changes to the salon which requires building permits and zoning approval. 1. Applicant must attach a copy of the Building Permits issued by the City or County in which the building is located. 2. Applicant must attach statement from Zoning Official that salon is in compliance with zoning ordinances, or obtain signature below: Salon address inspected and meets zoning compliance Signature of Zoning Print Name of Zoning Official Title City or County Name Section C Date Telephone Number The building in which this salon is located is an existing building. No Building Permits or Zoning Approval was required by the City or County in which this salon is located. 141/4) Salon address inspected and meets zoning compliance Signature of Zoning Official Title Date ff Print Name of Zoning Official City or County Name Telephone Number dCC'Page 5 of 12 • f E42 i // o x ° a 0 " �. a O o F o d O b a N U m b Pa O W QH Q o � N :z = O U U O s, q ti 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. 1, 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 aPUD amendmentto 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. 3. 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. 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. 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, 8. 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 servicelines 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 691h 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 maybe 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 Parkine 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 IR 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 701h 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 69`h 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. RECOMMENDATION 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 ' A t i! �� !i!lI44ili �{{j►;�{gin ,�i{. 1 ,1�1 i n ;�'}" is:�-;��°� Yj rt t � o ZCS 0 � C^fit • ��ii 1 � �� ��� t � +� li�� II�Ii�' � ii = S � �� � 't�� = • ` i � 2 t�in m ' �►' f I` !'� a �r i� '1!� i4 z r,� 7'' 1r�.� r.� , 1� � o M o IS , M ytl�Illl�l `.'.�'..iS. .•. tvd��:�Yy Ill M s A p � a M Y 11 aY gY v a a ii �P �AF 'fv�F ii &iv Y � �i�i ��� �� �� �aa ; ,� 40 � / A� '' w / �r •.'''' 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Unless otherwise requested, the improvements listed are those to be made on the site, not on public right-of-way. Type of Improvement Quantity Unit Cost Grading Landscaping (Trees & Shrubs) Sodding Seeding Underground Irrigation Curb & Gutter (B612) Storm Sewer & Catch Basins Sidewalks Handicapped Ramps Fencing Rooftop Screening Trash Enclosure Erosion Control Other as Specified Total The cost estimate provided is subject to verification by the City Manager prior to determination of a bond. Bond amounts as a percentage of a verified cost estimate will vary depending on the size and nature of the project. City of Brooklyn Center - Business and Development - 6301 Shingle Creek Pkwy - Brooklyn Center MN SS430 763-569-3300 Cost Estimate for Performance Agreement 12-09 Page 1 R /F 48Y iyvv DS 1 G l 12400 Portland Avenue South !` 1 t Suite 100, Portland Corporate Center Burnsville, MN 55337 6-24-10 Gary Eitel City of Brooklyn Center 6301 Shingle Creek Parkway Brooklyn Center, MN 55430 Re: Site Plan Review — Boulevard Market, 6940 Brooklyn Boulevard Dear Gary Eitel: I am writing in response to the city of Brooklyn Center's Memorandum dated April 29, 2010 in reference to the project above. This is to clarify in an intermediate step the intent pursuant to answering your questions and completing the requirements as stated in the memorandum. The following items are numbered in response to the memo entries of the same number: 1 A development agreement shall be provided including conditions of approval and in register with the final site plan. 2 All appropriate plans prepared by a licensed engineer shall be appropriately certified. 3 City Engineer to review plans per applicable city review standards 4 Photometric plan submitted. (please see attached.) 5 So Noted. Approvals under this review and approval are exclusive of city permanent traffic signage requirements 6 The city's standard details shall be implemented and included in plans. Coordination by Pinnacle/MFRA 7 So Noted. As built survey showing utility service lines and structures for release of performance guarantee. 8 After discussion with city staff and review of current perimeter conditions no opportunities for connection were found to be advantageous or appropriate 9 Certified survey submitted. (please see attached) 10 After meeting with city staff the taming movement conditions were reviewed. Tenant has agreed to move presentation booth window toward the fiont of the store as much as possible to allow greater adjustment after the turn movement prior to the arrival at the presentation window. 11 Site access drive realigned as requested. (please see attached) 12 B612 curb and gutter is proposed. (please see attached) 13 So Noted. General contractor to provide traffic control per MMUTCD standards 14 So Noted. City to please identify suitable verification method. 15 We understand the city requires we meet current watershed standards for storm water and infiltration. We understand we do not need approval from those agencies. 16 So noted. The property owner to enter into easement agreements prior to issuance of permits 17 We currently understand that we do not need to procure an NPDES permit from the MPCA as this item states. We do need to meet those standards as a requirement of the city. 18 See clarification under item 17. 19 So noted. Underground irrigation system to be installed. Again, we are seeking an intermediate clarity around items that are currently complete that have not yet been shared in an effort to direct the remainder of the task of completing the memo requirements forthwith. Thank you for your time. Respectfully Submitted, Brian Johnson, AIA Reprise Design, Inc. Cc Cliff Reithel, Vanguard Construction, Inc. Jared Jones, MFRA, Inc. Marls Kronbeck, Pinnacle Land Design, Inc ApnIS 6u114611ajjS 0 11'ejaIj jolueo uAjoojg R. !2 S3 P P p p A P p p P P p p P P P P Y ca gg'3 'M of pu 'M WO 09 IdA En a H RP 36 IFm u . o =3y € 8a uua9E 30 `� •9n �o a � ��w e �5 tl8 e zl ca ��e 8� a9o3'go E % ,�'oYz E .t gE o oV 1s oR �o n�g b� o$3 °�L'm638gzm� xa .1E me �xE emu° a3�sAa�«of>�i� 00g s g B @ g 10 S I Y J� i Z o a�€aid go 1900.flaopd 0 Y & V I ' I I i � a o" NVId 311S osoa� to5lx� r il, �qca rr Mfg � f NIY 'N3033 NAIN00N9 0 OO N1UON 3N3AY H10G 9 OUtlA31p0e NAlNN 9 op ' dIHIS yy 1N3Wd0I3A30 IIV13H N31N30 NAIN0088 0 Ig w b � w a w p e w - $ > 0 m m rt i g� 4 w I I I I I i I I a� I I I I I _I �s _ o pI I I I a lJ ' w � I 5 2 — � kl.l• O m eroav°ie i°rM I — orcrz M.u.oaorr ^ a < a ro a a6? uo ao o0LLw ozw ow opt o z� I a wo wo„ �o zo ov�i ovi��v�IT I I I I I fw-�� I I I I I W So z9 V oG a dab 00 w =w d X. 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(P cr) In, (D N� (.0 00 r-� C� (.0 (.D (.0 (D C� ff) co rrj N LO LO rl� N rn (D (D r� N co co N� C� (D 00 IC9 n loo 00 r-i (D (D(o CD C� C� \\j C-� Ln r- 0-) nj cj N (D (D n (0 Cot co C� 'n' � co,�,I I I I ]OS .OS QOS z w 0 zo J W C� Q Z U O � J - W X ry W W � m E t- W Z Q O W CL .- � N m N 9 "t o o) j \ Z ;c� zp zp 00 t� U wU O� Up O0 Up ( U wU Z �� Oca z00 U LlU w QU w �X z OUp U � Lw� `�� `�� w cA ° w �-� u &O (0 0 Q � d�� -1 qwU �°n U- mm mm n°n �Z� lle-lz , 110-1z lle-19 Ile-.9 llt -lcl w Q Ou w ua w �� Q lu m WuU U tk mt-le 00O I..L J n W Ml O ui z ua LIJ N� oN in W D V) <I< a old 69 z O� z 0 J_ Q F— W 1"'k ,i /Jlll(J ;1111;,"yNl,f July 6, 2010 Bruce Johnson City of Brooklyn Center 6301 Shingle Creek Parkway Brooklyn Center, MN 55430 RE: 5tormwater Management Plan Brooklyn Center Retail Development, Brooklyn Blvd & 70u, Ave N Dear Bruce, The following is a summary of the stormwater management system for the proposed Brooklyn Center retail project located near the intersection of Brooklyn Blvd and 70'h Ave N. The project has been designed to meet the requirements of the City of Brooklyn Center as summarized below. The project proposes to construct a small retail building on a vacant lot in a recently developed commercial subdivision. An underground storm sewer network Is proposed on site to collect runoff and direct it to the municipal storm sewer system, which was previously stubbed to the site. Per the request of the City of Brooklyn Center, a raingarden is proposed along the north property line to collect runoff from the north portion of the site and infiltrate it into the ground. Due to site and elevation constraints, not all runoff is able to be routed to the raingarden, but the raingarden was oversized to compensate. The target infiltration volume Is 0.5 Inches of rainfall over the proposed Impervious surface, and given the site's 29,230 square feet of impervious surface, the required infiltration volume to meet the requirement is 1,218 cubic feet. The basin will therefore provide 1,450 cubic feet storage volume below the outlet In the parking lot, which will exceed this requirement. It should also be noted that given's its storage volume, the basin will have zero discharge to the storm sewer system for all rainfall events up to and Including the 24-hour, SCS Type it 100-year storm. Please refer to the attached IlydroCAD calculations for further details. If you have any questions or comments regarding this summary letter, please feel free to contact the at ones n mfra.com or 763-746-1608. Sincerely, MfRA, Inc. Jared Jones, PE d 11+r1t) /Nh Ak.'r'rrrt;3 pOn"t `'Neiv ! ;1r! � t'l:�rrtntfilt rll+rrrrr�•„r�i,± !" 1 L trhuow rf>;i 4i'fi i.)Ulo 6o ; Proposed to Raingarden Raingar en S02> � TP J Proposed to Storm Sewer OSub FRe ach on LlnI Total Proposed Brooklyn Center HydroCAD Type ll 24-hr 0.5" Rainfall=0.50" Prepared by MFRA, Inc, Printed 7/6/2010 H droCAD0 8.50 s/n 003909 02007 H droCAD Software Solutions LLC Pa e 2 Summary for Subcatchment S1: Proposed to Raingarden Runoff 0.01 cfs @ 12.07 hrs, Volume 0,001 at, Depth= 0,04" Runoff by SCS TR-20 method, UH =SCS, Time Span= 0.00-48.00 hrs, dt= 0.01 hrs Type II 24-hr 0.5" Rainfall=0.50" 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 Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, 0.008 0.007 0.007 0.004= 3 0 0.004= 0.003 0.003 : 0,002= 0,002- o.on1 0.001 Subcatchment Si . Proposed to Raingarden Hydrograph Type 1124-hr 0.5" Rainfall=0.50" Runoff Area=10,800 sf Runoff Volume=0.001 of Runoff depth=0.04" TC^10.0 min 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 Time (hours) ci Runoff Brooklyn Center HydroCAD Type if 24-17r 0.5" Rainfa11=0.50" Prepared by MF'RA, Inc. Printed 7/6/2010 H droCADO 8.50 s/n 003909 0 2007 H droCAD Software Solutions LLC Page 3 Summary for Subcatchment S2: Proposed to Storm Sewer Runoff - 0.23 cfs @ 12.01 hrs, Volume= 0.013 af, Depth= 0.32" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0.00-48.00 hrs, dt= 0.01 hrs Type 1124-hr 0.5" Rainfall=0.50" Area sf CN Description 21,000 98 Paved parking & roofs 21,000 Impervious Area Tc Length Slope Velocity Capacity Description min feet ft/ft ft/sec cfs 10.0 Direct Entry, Subcatchment S2: Proposed to Storm Seaver Hydrograph 0.28 ; CI Runolt 0.251 0.24- 0.23 a.23 cls Type it 24-hr 0.51" Q,22 0.21 ; Rainfall=0.50" o.z 010 Runoff Area=21,000 sf o.1a 0.17' 0.16= Runoff Volulme 0.013 of 0. Is 0.1 Runoff Depth=0.32"" � 0.13 _0 0.12; Tc=10.0 min 1,O.ii•i 0.1 CN=98 0,09 0.08 0.07 0.06= 0.01 0 2 4 6 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 1/ 24-hr 0.5" Rainfa11-0.50" Prepared by MFRA, Inc. Printed 7/6/2010 HydroCADO 8.50 s/n 003909 © 2007 HydroCAD Software Solutions LLC Pann 4 Summary for Pond RG: Raingarden Inflow Area = 0.248 ac, 76.20% Impervious, Inflow Depth = 0.04" for 0.5" event Inflow = 0.01 ofs @ 12.07 hrs, Volume= 0,001 of Outflow - 0.01 cfs @ 12.07 hrs, Volume= 0.001 af, Atten= 0%, Lard= 0.1 min Discarded = 0.01 cfs @ 12.07 hrs, Volume= 0.001 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= 860.50' @ 12.07 hrs Surf.Area= 120 sf Storage= 0 cf Plug -Flow detention time= 0.1 min calculated for 0.001 of (100% of inflow) Center -of -Mass det. time= 0.1 min ( 953.0 - 952.9 ) Volume Invert Avaii.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 Wiltration at all elevations #2 Primary 861.90' 24.0" Horiz. Orifice/Grate Limited to weir flow C= 0.600 Discarded Outflow Max=0.60 cfs @ 12.07 hrs HW=8.60.50' (Free Discharge) 1=Exfiltration (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 Prepared by MFRA, Inc, HydroCADQ 8.50 s/n 003909 O 20 LLC Pond RG: Raingarden Hydrngraph Type Cl 24-hr 0.5" Rainfa11=0.50" Printed 7/6/2010 °°,cf� Inflow Area O.248 ac 0.000 0.0, ds . Oxwq Peak Elev^860.56" 0.007 Storage=O cf 0.007- 0.000 0,006-7 0.0052 0.005- u 0.004=. 0 0.004: ti 0.003- 0.0034 OX0211 O.gO'L= 0.001; 0.001: l% 0 2 4 8 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Time (hours) E Inflow Outflow U Discarded JE Primary Brooklyn Center HydroCAD Type 1124-hr 0.5" Rainfall=0.50" Prepared by MFRA, Inc. Printed 7/6/2010 W droCAD Fa 8.50 s/n 003909 02007 W droCAD Software Solutions LLC Page 6 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 10 860.58 225 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 95 860,82 539 105 860,84 665 117 860.86 592 128 860.88 618 140 860.90 644 153 860.92 670 166 860.94 696 180 860.96 723 194 860.98 749 209 861.00 775 224 861,02 801 240 861.04 827 256 861.06 853 273 861.08 879 290 861.10 906 308 861.12 932 326 861.14 958 345 861.16 984 364 861.18 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 1,323 664 861.44 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 11086 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 1l24-hr 0.5" Rainfall=p.50" Prepared by MPRA, Inc. Printed 7/6/2010 H droCADO 8.50 s/n 003909 O 2007 H droCAD Software Solutions LLC Pago 7 Summary for Link TP: Total Proposed Inflow Area = 0.730 ac, 91.92% Impervious, Inflow Depth = 0.21" for 0.5" event Inflow - 0.23 cfs @ 12.01 hrs, Volume= 0.013 of Primary _ 0.23 cfs @ 12.01 hrs, Volume= 0.013 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 1 Inflow Primary Time (hours) Brooklyn Center HydroCAD Type 11 24-hr 2-Year Rainfall.=2.75" Prepared by MPRA, Inc. Printed 7/6/2010 H droCADQ 8.50 s/n 003909 OO 2007 H droCAD Software Solutions LLC Pa e 8 Summary for Subcatchment S1 : Proposed to Raingarden Runoff = 0.63 cfs @a 12.01 hrs, Volume 0.035 af, Depth= 1.68" Runoff by SCS TR-20 method, UH=SCS, Time Span= 0,00-48.00 hrs, dt= 0.01 hrs Type I124-hr 2-Year, Rainfall=2.75" 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 Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (efs) 10.0 Direct Entry, Subcatchment S1: Proposed to Raingarden Hydrograph U.7- U.65- os3ac Type 11 24-hr 2-Year o.5 Rainfall=2.75" 0.55' Runoff Area=10,800 sf 0.45 Runoff Volume=0.038 of U4= Runoff Depth=1.68" 0.35- Tc=10.0 min LL 0.3, C N (}9 0. 0.1 0 U 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Time (hours) rtur�off Brooklyn Center HydroCAD Type // 24-hr 2-Year Rainfall=2.75" Prepared by MFRA, Inc. Printed 7/6/2010 HvdroCADO 8.50 s/n 003909 U 2007 HydroCAD Software Solutions L,L.0 Pane 9 Summary for Subcatchment S2: Proposed to Storm Sewer Runoff 1.64 efs @ 12.01 firs, Volume= 0.101 af, Depth= 2.52" Runoff by SCS TR-20 method, UH.=SCS, Time Span= 0,00-48.00 hrs, dt= 0.01 hrs Type 1124-hr 2-Year Rainfall= 2.75" Area sf CN Description 21,000 98 Paved parking & roofs 21,000 Impervious Area To Length Slope Velocity Capacity Description min feet ft/ft ft/sec cfs 10.0 Direct Entry, Subcatchment S2: Proposed to Storm Sewer Hydrograph p Runoff Type 11 24-hr 2-Year Rainfall=2.75" Runoff Area=21 y000 sf Runoff Volume--0.101 of U Runoff Depth=2.52" Tc=10.0 min -U I H 0 2 4 6 8 10 12 14 16 18 20 22 2.4 26 28 30 32 34 36 38 40 42 44 Time (hours) Brooklyn Center HydroCAD Type 11 24-hr 2-Year Prepared by MFRA, Inc. P► HydroCADD 8.50 s/n 003909 a 2007 HydroCAD Software Solutions LLC Summary for Pond RG: Raingarden Inflow Area = 0.248 ac, 76.20% Impervious, Inflow Depth = 1.68" for 2-Year ever Inflow = 0.63 cfs @ 12.01 hrs, Volume= 0.035 of Outflow = 0.60 cfs @ 11,99 hrs, Volume= 0.035 af, Atten= 5%, Lag= O.i Discarded = 0.60 cfs @ 11.99 firs, Volume= 0.035 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= 860.55'@ 12.05 hrs Surf,Area= 180 sf Storage= 7 cf Plug -Flow detention time= 0.1 min calculated for 0.035 of (100% of inflow) Center -of -Mass det. time= 0.1 min ( 818,0 - 817,9 ) Volume Invert Avail.Storage Storage Description #1 860,50' 1,651 cf Custom Stage Data (Prismatic) Listed below (Rec Elevation Surf.Area Inc.Store Cum,Store (feet) (sq-ft) (cubic -feet) (cubic -feet) 860.60 120 0 0 861.00 775 224 224 862.00 2,080 1,428 1,651 Device Routina Invert Outlet Devices #1 Discarded 860.50' 0.60 cfs Wiltration at all elevations #2 Primary 861,90' 24.0" Horiz. Orifice/Grate Limited to weir flow C= 0.1 piscarded Outflow Max=0,60 cfs @ 11.99 hrs HW=860.52' (Free Discharge) T--l=Extiltration (Exfiltration Controls 0.60 cfs) Primary Outflow Max=0.00 cfs @ 0.00 hrs HW=860.50' (Free Discharge) t-2=Oritice/Grate ( Controls 0.00 cfs) Brooklyn Center HydroCAD Type 1124-hr 2-Year Raintal1=2,75" Prepared by MFRA, Inc. Printed 7/6/2010 H droCAD® 8.50 s/n 003909 © 2007 H droCAD Software Solutions LLC Page 11 Pond RG: Ra'rngarden Mydrograph Inflow ea--0r2�" 8 ac (r.%' ,!"IAA 0.80c3s 0.65- Peak EIev-860y5` 00 Storage-7 ct 0.55 0,5 . 0.45 0.4 0 U.3 0,25 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 48 Time (hours) a9f11ow Outflow L�60 DiscardedPrimary Brooklyn Center HydroCA.Q Type 1! 24-hr 2-Year Rainfall=2.75" Prepared by MFRA, Inc. Printed 7/6/2010 M droCADO 8.50 s/n 003909 O 2007 N droCAD Software Solutions LLC Page 12 Stage -Area -Storage for Pond FAG: Pa ngarden Elevation Surface Storage feet s -ft 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 95 860.82 539 105 860.84 565 117 860.86 592 128 860.88 618 140 860.90 644 153 860.92 670 166 860.94 696 180 860.96 723 194 860.98 749 209 861.00 775 224 861.02 801 240 861.04 827 256 861.06 853 273 861.08 879 290 861.10 906 308 861.12 932 326 861.14 958 345 861,16 984 364 861.18 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 1,323 664 861.44 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 ii 24-hr 2-Year Rainfall. =2.7'5" Prepared by MFRA, Inc. Printed 7/6/2010 H droCAD® 8.50 s/n 003909 O 2007 N droCAD 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 efs cr 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 Inflow q i�rknary Time (hours) Brooklyn Center HydroCAD Type // 24-hr 10- Year Rainfall=4. 10 " Prepared by MFRA, Inc. Printed 7/6/2010 HydroCAD68,50 s/n003909 02007 HydroCAD Software Solutions LLC Paw 14 Summary for Subcatchment Sl: Proposed to Raingarden Runoff 1.08 cfs @ 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 11 24-hr I O-Year Rainfall=4.1 0" Area (st) GN 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 Velocity Capacity Description in) (feet) (ft/ft) (ft/sec) (01's) 10,0 Direct Entry, Subcatchment SI: Proposed to Raingarden Hydrograph Type 11 24-hr 10-Year Rainfall=4.10" Runoff Area=10,800 sf Runoff Volume--0.060 at U Runoff Depth=2.92" HA Tc=10.0 min CN=89 10 1'2 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 Time (hours) Brooklyn Center HydroCAD Type li 24-hr 10-Year Rainfall=4.10" Prepared by MFRA, Inc. Printed 7/6/2010 H droCAD® 8.50 stn 003909 0 2007 H droCAD Software Solutions LLC page 15 Summary for Subcatchmelnt 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 Tc min 10.0 N 3 n LL M Length Slope Velocity Capacity Description (feet) (ft/ft) (ft/sec) (cfs) Direct Entry, Subcatchment S2: Proposed to Storm Sewer Hydrograph Type 11 24-hr 1Q-Year Rainfall--4.10" Runoff Area=21,000 sf Runoff 'Volume=0.155 of Runoff Depth=3.85" Te_10.0 min CN=98 0 2 4 6 8 10 12 14 16 16 20 22 24 26 26 30 32 34 36 38 40 42 44 46 48 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 02007 H droCAD Software Solutions LLC Pa e 16 Summary for Pond 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 <x 11.89 hrs, Volume= 0A60 af, Atten= 44%, L.ag= 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 Bev= 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" Horiz. Orifice/Grate Limited to weir flow C= 0,600 Discarded OutFlow Max=0.60 ofs cz 11.89 hrs HW=860.52' (Free Discharge) "L-1=Exfiltration (Exfiltration Controls 0,60 cfs) Primary OutFlow Max=0.00 ofs @ 0.00 hrs HW=860.50' (Free Discharge) L2=Orifice/Grate ( Controls 0.00 cfs) Brooklyn Center HydroCAD Type /I 24-hr 10-Year Painfall=4, 10" Prepared by MFRA, Inc. Printed 7/6/2010 HydroCAD@8.50 s/n003909 @2007 HydroCAD Software Solutions LLC Pa 17 0 LL Pond RG: RaIngarden Hydrograph 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 TIme (hours) CA Inflow ! . , 1 Outflow 11 Discarded 0 Primary I Brooklyn Center HydroCAD Type II24-hr 10-Year Rainfall=4.10" Prepared by MFRA, Inc. Printed 7/6/2010 H droCAD@ 8.50 s/n 003909 O 2007 H droCAD Software Solutions LLC Pa e 18 Stage -Area -Storage for pond RG: Raingarden Elevation Surface Storage feet s -ft 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 95 860.82 539 105 860.84 565 117 860.86 592 128 860.88 618 140 860.90 644 153 860.92 670 166 860.94 696 180 860,96 723 194 860.98 749 209 861.00 775 224 861.02 801 240 861.04 827 256 861.06 853 273 861.08 879 290 861.10 906 308 861.12 932 326 861.14 958 345 861.16 984 364 861.18 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 1,323 664 861.44 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 1124-hr 10-Year Rainfall=4,10" Prepared by MFRA, Inc. Printed 7/6/2010 W droCADO 8.50 s/n 003909 00 2007 W droCAD Software Solutions LLC Pacie 19 Summary for Link TP: Total Proposed Inflow Area 0.730 ac, 9.1.92% Impervious, Inflow Depth = 2.55" for 10-Year event Inflow - 2.47 cfs @ 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 Hydrograph H inflow 0 Primary Time (hours) Brooklyn Center HydroCAD Type 1l 24-hr 100-Year Rainfall=5.00" Prepared by MFRA, Inc. Printed 7/6/2010 W droCADO 8.50 s/n 003909 © 2007 W droCAD Software Solutions LLC Page 20 Summary for Subcatchment S1: Proposed to Raingarden Runoff - 1.67 cfs @ 12.01 hrs, Volume= 0.096 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. 10,800 89 Weighted Average 2,570 Pervious Area 8,230 Impervious Area To Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, Subcatchment SI : Proposed to Raingarden Hydrograph ■ . 1 Type 11 24Whr 100-Year Rainfally5.90" Runoff Area=10,800 sf Runoff Volume=0.096 of 1- Runoff Depth_4.84" Tc=10.0 min LL �a`Y{ ... C =89 2 4 6 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 Aainfall.=5.90" Prepared by MFRA, Inc. Printed 7/6/2010 H droCAD® 8.60 s/n 003909 n 2007 H droCAD Software Solutions LLC Page 21 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, UH=SCS, Time Span 0.00-48.00 hrs, dt� 0.01 hrs Type 1124-hr 100-Year Rainfall=5.90" Area (sf) CN Description 21,000 98 Paved parking & roofs 21,000 Impervious Area Tc Length Slope Velo Description 10.0 Direct Entry, Subcatchment S2 Proposed to Storm Sewer Hydrograph 4 i3 Runotl Type 11 24whr 100-Year Rainfall=5.90" Runoff Area^21,000 sf Runoff Volume=0»227 of Runoff Depth=5.66" 2.. TG=10.0 ruin CN=98 0 2 4 6 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 // 24-hr 100-Year Rainfa11=5.90" Prepared by MFRA, Inc. Printed 7/6/2010 HydroCADO 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, Men= 64%, Lag= 0.0 min Discarded = 0.60 ofs @ 11.81 hrs, Volume= 0.096 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= 1,871 sf Storage- 714 cf Plug -Flow detention time (not calculated: outflow precedes inflow) Center -of -Mass det. time= 4.9 min ( 794.1 - 789.2 ) Volume Invert Avail.Stora e Storage Description #1 MOM' 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 860.60' 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) 'L-1=Exfiltration (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 /I 24-hr 100- Year Rainfall=5.90" Prepared by MFRA, Inc. Printed 7/6/2010 HydroCADO 8.50 s/n 003909 0 2007 HydroCAD Software Solutions LLC Pa 23 0 U. Pond RG: Raingarden Hydrograph i ime (Hours) Fri Outflow 0 Discarded 0 Primary 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 0 2007 H droCAD Software Solutions LLC Pa e 24 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 10 860.58 225 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 95 860.82 539 105 860.84 565 117 860.86 592 128 860.88 618 140 860.90 644 153 860.92 670 166 860.94 696 180 860.96 723 194 860.98 749 209 861.00 775 224 861.02 801 240 861.04 827 256 861.06 853 273 861.08 879 290 861.10 906 308 861.12 932 326 861.14 958 345 861.16 984 364 861.18 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 1,323 664 861.44 1,349 691 861.46 1,375 718 861 A 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 11689 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 ft 24-hr 100-Year Rainfall=5.90,, Prepared by MPRA, Inc. Printed 7/6/2010 H droCAD® 8.50 s/n 003909 O 2007 H droCAD Software Solutions LLC Page 25 Summary for Link TP: Total Proposed Inflow Area = 0.730 ac, 91.92% Impervious, Inflow Depth W 3.74" for 100-Year event Inflow 3.57 cis @ 12.01 hrs, Volume= 0.227 of Primary - 3.57 cfs @ 12.01 hrs, Volume = 0.227 af, Atten= 0%, Lag= 0.0 min Primary outflow W Inflow, Time Span= 0.00-48,00 hrs, dt= 0.01 hrs Link TP: Total Proposed Hydrograph U Inflow 0 Primary Tlme (hours) fA Li 7-AaMIA LAaVrrnrG0 •.wWr 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 woather-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 (DOB) 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 tool loss fasteners and are rotatable and interchangeable. five cutoff distributions available: Type 11 (roadway), Type III (asymmetric), Typo IV (forward throw, sharp cutoff), Type IV (wide, forward throw) and Type V (square symn4tri- cal). Lens is .125" thick, impact -resistant, tampered, glass with thermally applied, silk screened shield. ELECTRICAL SYSTEM — Constant -wattage autotronsforrner is 100% coppor-wound and factory -tested. Super CWA Pulse Start ballast required for 32OW and 35OW (must order SCWA option). Porcelain, horizontally oriented, mogul -base sockoL with copper alloy, nickai-plated screw shell and cantor contact. UL listed 150OW- 60OV. INSTALLATION _-. Extruded, 4" aluminum arm for pale or wall mounting is shipped in fixture carton. Optional mountings available, LISTING -y- UL listed 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 on the appropriate line. Order accessories as separate catalog number. KSF2 9-1— Metal halido 25W 320M 35tNJl 400M it bbpr Lq Se lu 20S 2505 400S R2 R3 R4SC R4W R% Catalog Number Notes Type Area Ligh KSF METAL. HAI HIGH PRESSURE SON 20OW - 4( 15' to 25' Mnun .......... . -._..__..._........ ..................... - -- -- D Arm J- L —� specifications EPA: 2.0 ft.'(.28mt) (includes arm) Length: 24-19/32 (62.5) Width: 17-25/32 (45.2) Depth: B-5/16 (21.1) Weight: 52 Ibs (23.6kg) Arm: 4 (10,2) Mounting Option Drilling TOM SPxx,RPxx,DA12P 5 WBxx,DA12WO 0 WWxx 7 All dimensions are inches (cantiinutt unless otherwise spacified. Example, KSF2 400M R3120 SP04 SF Voltage F Mounting" - L—_Lamp... Options 120 20$ �W 277 SP04 Square pole (4'arm) (standard)' SPW Square polo (0' arm) RP04 Round polo (4' arm)' Shipped installed in Ifxturo SF Single fuso5 OF Double fuses PER NEMAtwist-lock e tale ant Ire PE4 NEMAtwist-IockPE (48OV) PE7 NEMAtwist4ockPE (277V) SC Storting cap for LPI Lamp include( (standar L/LP Loss lam 347 4W TB' IFS Type It roadway IES Typo III asymmetric IES Type IV forward throw, sharp cutoff IES Type IV wide, forward throw IES Type V square RPO9 Round pole 19 arm) WWO4 Wood pole or wall W arm)' WWO9 Wood pole or wall (9' arm) W804 Wall bracket (4' arm) W809 Wall bracket Worm) VARM When ordering KMA, DA12 Optional mounting (stripped separately) DA12P Degree arm (pola) OAl2WR Degree arm (wall) WM Most arm adapter KTMB Twin mounting bar NOTES: 1 Use E028 reduced locket lamp. 2 Consult factory for availability in Canada. 3 Optional multi -tap ballast (120, 208, 240, 277V;120, 271, 347V in Canada). W 4 SP09, RP09, or W09 must be used when two or more luminaires are oriented on a 90' drilling pattern, 5 Must specify voltage. N/A TB, 0 Larnp not included. 7 Additional architectural colors available. See brochure, Form No.794.3. 8 Refer to technical date section in Outdoor binder for drilling template. rot p y photocontral) PER option ORS Quartz restrike system KSF2HS House side shield (looW max)s (112,1`13) ORSTO (IRS time delay (100W mox) KSFZVG Vandal guard EC Emergency circuiO AWftecturoi colors CR Corrosion-rosistant finish (powder finish)' CM Listed and labeled to DWH White comply with Canadian 013L Black Standards " Medium bronco NOM NOM Certified DNA Natural aluminum SCWA Super CWA Pulse Start D$S Sandstone Ballast DGC Charcoal gray hi ped stumcately DTG Tennis green PEt NEMAtwist•lockPE(120, BBR Bright red 208,24OV) PE3 NEMAtwist-lockPE(347V) DSO Stool blue Accessories; 'Tenon Mounting 5lipfitter (Order separatoW Number of fixtures Tenon O.D. Ono Two0180° TwoU90" Three@1201 Thrao@80" Fout 2.3/a' 720.190 T20-290 T20-290 T20 320 T20-390 T2t 2.7/8' T25.190 T25-280 T25.290 T25.320 T25-390 T211 T T35.190 T35.280 135-290 T35.320 T35-390 T311 Outdoor Sheet #: KSF2•M-S AL KSF2 Arm -Mounted Rectilinear Cutoff Lighting Coefficient of Utilization Initial Footcantlles �>rl►`�`I��� IMMENSEREENIN �. ��►.1;�►1��� NOMINEE on ME �J►��� men ■o 1111111 ■o ME MUMMIES I N ■N MEN ■M no I + MEN NAVE %11M OW01111111■ RE. NON= � )lSE WE ���11�■ ONE ■NONN1 0 mom MMEN IN LINN ►ti11�� �!.1�l�■ r'Jr�MNE GJ►i11 0 111E YJ 1111111 PAIRS 1�� MEN ■■N ON NOTES: 1 For electrical characteristics, consult technical dato tob. 2 Tested to currant IFS and NEMA standards under strihilizad laboratory conditions, Various operating factors can cause differences between laboratory and actual field rnaasuromews. 0imonsions and specifications are based on the most current avail- able data and are subject to chongo. 3 Photometric data for other distributions can be accessed from www,lithonia.com, A zrrtia)v1A GHrirv, G0 -.rr AnIF-M ultyBrandsCompany Sheet #; KSF2-M-S 02000 Acuity Lighting Group, Inc., Rev.1216/06 Mounting Height Correct (Multiply the fe level by the cot 16 ft. = 0.A 30 It" 1.36 40 ft.,� .77 2 Existing MountingHoight 1 Now Mounting Height Lithonia Ligh Outdoor Lightin One Lithonia Wa Phone:770.922-; www,lithonia.co fA,ur.,vayv1A,c1,G.vr1.*vv-1. FEATURES & SPECIFICATiONS INTENDED USE For building and wall -mounted applications. CONSTRUCTION Rugged, die-cast, single piece aluminum housing. Die-cast doorframe has a 1/8" thick tompered glass Ions. Doorframe is fully gasketed with one-piece solid silicone. FINISH Standard finish is textured dark bronze (DDBT) corrosion -resistant polyester powder finish, with other architectural colors available. OPTICAL SYSTEM Segmented reflectors provide supor(or uniformity and control. Reflectors are inter- changeable. Three full cutoff distributions available: FT (forward throw), MD (Inediunt throw) and WT (wide throw). ELECTRICAL SYSTEM 5OW metal halide• 150W utilizes a high reactance, high power factor ballast. 358 and 50S utilize a reactance normal power factor ballast.175W utilizes a constant -wattage auto transformer ballast. HID ballasts are capper wound and 100%factory tested. Por- celain, medium-baso socket with copper alloy, nickel -plated screw shell and center contact. UL listed 66OW, 600V 4KV pulse rated. Compact fluorescent utilizes a Class P, electronic, high power factor ballast; <10% THD with starting temperature of 01F. Flue- rescent socket is high toroparaturo thermoplastic with an integral lamp retention clip. Quick-dtsconnect plug easily disconnects reflector from ballast. INSTALLATION Universal mounting machonisnl with integral mounting support allows fixture to hinge doom. Bubble level provides correct aiignmentwith every installation. LISTING UL Listed to U.S. and Canadian safety standards. NOM Certified (see Options), UL listed suitable for wet locations (damp location listed in lens up orientation). WLU option offers wet location listing in up orientation (see Options). IP65 rated. Catalog Number Notes Type OMER " Standard dimensions - MRW Length: 18" (45.72) Depth: 9" (22,86) Overall Height: 7.25" (18.42) Max. Weight: 35lbs (15.88kg) All dimonslans are in inches found. motors) unless othorwise specified. Wall-Matrtlted Li6h MRV METAL HAL 5OW•11 HIGH PRESSURE SODI 3aW-ti COMPACT FLUORESCI 26©TT-2/42 ORDERING INFORMATION Example: MRW 175M FTTt Choose the boldface catalog nomenclature that best suits your needs and write it on the appropriate line. MRW Series ( Wattage Oistrtbution Voltage Options MRW Metal halide FT Forward throw 120 'hi Aped lnstatIod_i0_f{xturo ELDW Emergency 50M 100141 MD Mediumthrow 2081 SF Single fuse (120,277,347V, n/a battery pack 70M t5om (coated lamp std,) 240' TB orTBV) 02OV or 217V 175M WT Wide throw 277 OF Double fuse (208,24OV, n/a TB NOM eery)'" NOMCartific. li&Pr l-osodiunt 347 orTBV) ArcIteculral.Coljm 355' 70S Tg+ GMF Internal slow -blow Standard textured sole 508 100S TBVa fusingr•s DUCT Dark bronze 150S MVOLTa GAS Quartz restrike system (tOOW max 120V, quartz (amp no. DSST Sandstone Compact fluargOctllit inaluded)a ONAT Natural alum 260TT 2/26THT CR Enhanced corrosion OWHG White 2/26DTT 32TRT resistance OBLB Black 26TRT 2132TRT CRT Non-stick protective coating'° Optiortal_textured color 2142TRT PE Photoelectric -cell button type OBNH Bronzo (n/a TB, TBVorMVOLT)" DSPO Dark gray WLU Wet location door for up DSPJ Light orientation gray NOTES: IRS Internal backlight shield'r OSPE Green 1 1201, NPF only, DFL Diffusing lens DSPG Dark red 2 Only available with Me distribution. LPI Lamp included DSPF Rust 3 Not available in Canada. IJIP Less lamp DSPH Red 4 Optinnal multi -tap ballast ii20, 208, 240, 277V). In Canada, 120, 277, 347V ships as 1201347V, EG Emergency Circuit (25W pLrlSk 5 Optional 5-tap ballast (120, 208, 240, 277, 460V; not avaiiabla in Canada). l7G+N moral halide only, Y SDOB Dark bronze 6 Optional multi-voft electronic ballast (far compact fluorescent lamps only( capable of operating any Max.,lamp included" SDWit White line voltage from 12OV-277V. OC12 Emergency circuit 12-volt (35W 7 Available for compact fluorescent units only, lamp Included)" SDBL Black 8 Must specify voltage, not available with MVOLT or'f8. 20C12 Emergency circuit 12-volt (two $DNA Natural alurr 9 Not available with compact fluorescent. 35W lamps included)" SOTO Tennis groor 10 Black finish only. 0 C201 2 Emergency circuit 12-valt SDBR Bright red I I Must be oiderad with fixtura. No Cold modifications. (20W lamp fnnluded}" SDBtJA Dark blue t 2 109 not available with MO distribution. 13 Not available with ORS. 2DC2012 Emergency circuit 12-volt (two SOGYM Gray 14 Not avaiiabla with SF, OF, ORS or GMF. 2OW lamps included)" SDYLD Yellow 15 Cotter oak b others end mounted external to hrminalra. Pilot li hYiest switch mounting fate y p y 0 9 P ELOWR Fixture wired ready for Bodine pod s atal included. Soo lamp compatibility chart on back page. B30 remote battery pack (32° WSBBW Surfaco-mou 16 Not available with 2/42TRT. min. operating temp)''s track box" 17 Not available with 2!32TRT or V42TRT. ELOWRPS Fixture wired ready for PS1400 WSt7Tti Uptilt 5 degre 18 Additional architectural colors available; sea w wv.lithanio.com. or PSOL3 rernote battery pack MRWWO Wire guard" 19 'Must spacify finish. (32 min. operating tomp)',11A MRWVG Vandal guars Outdoor Sheet#: MRW-M-S-GE 8M MRW Metal Halide, High Pressure Sodium, Compact Fluorescent Building Mounted MRW 17'5M FT TESTNo: LTL11336 MRW 175M MD TESTNo: LTL11335 150ILL A INANC@ PLOT (Foatnernito) ISCIMPAINANCL PLOT (Foalcaruno) �z •1 w x 0 az D 1°a• 2M .7s 3W w U 4,( (7 5 0 2 3 4 6 6 175W Ian's), horizontal lamp m7ontaton Fouttand N va'.uns based on 12' molunting teigh612800 rated lumens. Imullimito Efficiency: 55.6% MRW 1 SOS FT TEST No: LTL11646 1801UUMINANCL PLOT (Foolcanda) " L9 aF, r 0 • p1r i 5 n f � 2 a• e. $ z 3—'- w U L a� a 1 2 3 4 6 U J 1506Y lamp, harirontel tamp Oriantallon Pootcandle values based on 12' mounting height, 15800 rated lumens. Lurrninalre EMcloncy: 51.8% U •1 lu ce a a to 0 2 3' w U 4� Q 8 175W lamp, horizontal limp orientation Foatetcndfe values based on 12' mounting holghl, 11080 rated tureens, Lumina4a Efficdatx;y; 55.31A MRW 175M WT TesT Na: LTL11337 110164.MNANCF. PLOT (Frxrl<and!o) ,., • � 0i x Oj z Sz.r i� a.. i z5 I I.J ...... J---j % L 3 � ti z aF n 0 1 2 3 4 5 a J 175W lamp, horizontal lamp orientation Footoandle vahtes based on 12' mounting height,12800 taled lumens. LumktalroE�taonry; GB.t�fs MRW 2/26DTT MD TcsTNo: LTL11984 MRW 42TRT MD 7'ESTNo: LTL11979 IsOILLUMINANCn PLOT (Fevlaamr,c) 150;LLUMWANCL• PLOT (Fmtaand'e) 2 •I to 5 f g 0 2z 3w U 4R 0 6 0 1 2 3 4 5 6 26W lamp, horizonlal lamp orientation Footcandle values based on 12' mounting lWghl, 1600 rated lumens. Luminatro Efficiency: 25.3% —f morgucy flattery Parts Lztnlp Compatibility Lamp Options (7 of fampOwattage) E:f.RY _ _0 ii DWR rLDWRPS 2.601T (one lamp). 0 L`l 2/260TT D 7 i 261fif (one Limp) Lj...__r Li 11 2/2.6TRT [I El CAI 32TRT (ono Ivrnp) 0 ri 1 2J32 f iT _ r1l E7 42.TRT (one ianip)Am p3 01 C1 7./42TRTN� [� Lir,4vv v1A L1,G ri/vv® An(". cuity8randsComprany Sheet #: MRWM-S-CF 02006 Acuity Lighting Group, Inc. 08106 •2 �1 0 1 2 3 4 5 a 42W lamp, horizontal lamp orientation Foolcandlo values based on 12' mounting height, 3200 rated lurnens. Luminaire CWonc;y; 40,5% Lithonia Lighting Outdoor Lighting One Lhhania Wny, Conyers, GA 30012,3957 Phone:770-922-90W Fax:770.918-1209 vAVW,fithnnie,carn fAumvivIA,clawrliva FEATURES & SPECIFICATIONS CONSTRUCTION Weldable -grade, hot -rolled, commercial -quality carbon steal 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 fiat sides, small corner radii and excellent torsion. Available shaft widths are 4 5" and 6". Anchor base is fabricated from hot -rolled carbon steal plate that moots or exceeds a minimum yield strength of 36,000 psi. The anchor base is provided with slotted holes. [case cover is finished to match pole. A handholo 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 VT — 13 UNC ground bolt and nut. ANCHOR BOLTS --- Tot} protion of anchor bolt is galvanized per ASTM A- 153. Made of stool rod having a minimum yield strength of 55,000 psi. ORDERING INFORMATION Choose the boldface catalog nomenclature that best suits your needs and write it in the appropriate blank, Catalog Number Notes Typo 7 n Anchor Base Pc SSS Shaft type Nominal shaft Nominal shaft base size/ L Mountrn length wall thickness SSS Tenon Mounting 10 — 39 feet (Soo back page.) (See back page.) HANDHOLE ORIENTATION C A Handhole NOTF$: 1 When ordering tenon mounting and (frill mounting for the same pole, follow this example: DM28/T20. The combination requires an extra handholo. 2 3-1/2' and 4' tenons available on 6* 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 let "x': Specify the height in feecabova base of pole. E`xampfo: Eft , 5 and 201t - 20 For 2nd "x': Specify orientation from handhole (A,B,C,D) Rotor to the Handhole Orientation diagrant on this page, 5 Horizontal arm Is 18' x 2.3/8" O.D. tenon standard. 6 Combination of tenon -top and drill mount requires extra handhole. 7 Additional colors available; see Architectural Colors brochure, form no. 704.3. PT T20 T25 T3oz T35z OM19 OM20 DM28PL DM29 OM39 DM49 Open top 2-3/8' 0,0. (2` NPS) Z-7/8` D.D. (2- I/2"NPS 3.1/2' O.D. (3'NPS) 4' O.D. (3-1/2" NPS) Drill Mauntingi i ot90` SS SGUARE STRAIGHT S' Example: SSS 20 5C UM19 Options Shipped Installed __.w.. Architectural Color! L/AB Less Anchor Bolts (powderfini; VD Vibration Damper Standard Colors TP Tamper Proof DOB Darkbror Hxx".s IforizontalArm DWH White Bracket (1 fixture) FDLxxs Festoon Outlet less DBL Black electrical Classic Colors FGLxx4 Festoon GFI Outlet DMB Mediumt lossolectrical DNA Natural 2atf80" 12CPxx4 1/2'Cou lin p g aluminum! 201.1800 with One side 34CPxx4 3/4' Coupling DSS Sandston plugged iepxx° I" Coupling 2at90° 12NPxx4 1/2"ThreadedNipplo OGG Charcoal 3at90' 34Npxx4 3/4'ThroadedNipple OTG Tennisgr 4at90° 1NPxx4 1'ThroadedNipple DBH Brightret AerisOrillMountfng3 HHxx4,6 ExtraFiandhole DSB Steelblu, OM19AS I at90' GALV Galvanize finish DM28AS 2at180' OM29AS 2at90' DM39AS 3at90° OM49AS 4at90' IMPORTANT INSTALLATION NOTES: . no not erect poles without having fixtures installed. * Factory•supplied templates must be used when setting am bolts. Lithonia will not accept claim for incorrect anchorage placement due to failure to use factory template, •If poles are stored outside, all protective wrapping must bt removed immediately to prevent finish damage. • Lithonia is not responsible for the foundation design. • Installation requires grout to be packed under base to ow full contact with foundation. Outdoor Sheett Pole-SSS PL - SSS Square Straight Steel Poles TECHNICAL INFORMATION _ EPA (ft2) with 1.3 dust Nominal Wall Approximate Catalog shaft Pole Shaft Thickness 80 Max, 90 Max. 100 Max. Boltorclo BoltSize shipwright Number _ length (feet) ySize{inxinxft) (inches) Gau t, trt h wri ht In hw� i0ht mphy weight _:. _(inches) A (m xin xm) {pounds) SSS 10 4C - 10 . 40 xx 10.0 0,125 11 30.6 765 23.8 595 18.9 473 8--9 3/4 x 180 3 75 SSS 12 4C 12 4.0x 12.0 0.125 m 11 wrr 24.4 - 610 18.8 470 14.8 370 8 9 3/4x 18x3 90 SSS 14 4C 14 y w - 4,0 x 14.0 0.125 11 19.9 498 15.1 378 11.7 293 8--9 3/4 x 18 x 3 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 SSS 18 4C 18 _ 4.0 x 18.0 -x 0,125 11 12,6 315 12 230 6.7 168 8-9 3/4 x 18 x 3 125 SSS 20 4C 20 4.0 20.0 0.125 11 9,6 240 6.7 1 OT 4.5 150 8--9 3I4 x 18 x 3 140 SSS 20 4G 1 20 4.0 x 20.0 0.188 _7_ 16.5 415 12,25 310 9.3 240 8--9 3/4 x 30 x 3 198 SSS 20 5C 20 5.0 x 20.0 0.125 11 17.7 443 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 2II.1 703 21.4 535 16.2 405 10- -12 1 x 36 x 4 7.65 SSS 25 4C 25 4.0 x 25.0 _ 0.125 11 4.8 150 2.6 100 1.0 50 8--9 3/4 x 18 x 3 170 SSS 25 413 25 4.0 x 25.0 0.188 7 10.8 270 73 188 5A 135 8--9 3/4 x 30 x 3 245 SSS 25 5C 25 5.0 x 25.0 0,125 11 9.8 245 6.3 157 33 150 10--12 1 x 36 x 4 225 SSS 25 513 25 5.0 x 25.0 0,188 7 18.0 350 12.6 350 9.0 250 10--12 i x 36 x 4 320 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 2.0 50 10--12 1 x 36 x 4 265 SSS 30 513 30 5.0 x 30,0 01188 7 10.7 267 6.7 167 3 9 100 10--12 1 x 36 x 4 380 SSS 30 613 30 6.0 x 30.0 0.188 7 15.7 392 10.2 2576.4 160 11--13 1 x 36 x 4 520 SSS 35 5G 35 5,0 x 35.0 0.188 7 5.9 150 2.5 100 -- -- 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 4 640 SSS 39 6G 39 6.0 x 39.0 0.188 7 511 128 1.3 33 -- -- 11--13 1 x 36 x 4 605 BASE DETAIL 1 18* Shaft Bolt Bolt Base Anchor Warehouse Template Base Circle Projection Square Bolt Anchor Bolt Number Site A B G description description 4`C 8-1/2' 2-3/4'4' 8' ABSSS-4C A818-0 PJ50004 4'G 8-1/2' 2-3/4`-4` 8' ABSSS-4G AB30-0 PJ50004 5' 10"-12' 3-3/8'-4' 11" ABSSS-5 A836-0 PJ50010 6` 11"-13' 3-3/8"-4" 12.1/2" ABSSS-6 AB36-0 PJ50011 IMPORTANT: * These specifications are intended for general purposes only. Lithonia reserves tho right to change material or design, without prior notice, in a continuing effort to upgrade Its products, �./ / / %/''���./ /� Lithonia Lighting 0"A irrl nivIA Lzvo l T,�m Acuity Lighting Group, Inc, a.� Outdoor Lighting An '11,1Icu iyBrands Company One Lithonia Way, Conyers, GA 30012 Phone:770.922-9000 Fax:770-918-1209 In Canada: 1100 50th Ave., Lachine, Quebec HOT 2V3 Sheet #: Pole-SSS 01994 Lithonia Lighting, Rev, 6102 Pole-SSS.P66 www.lilhonia.cmn "SN Performance Agreement City of Brooklyn Center 6301 Shingle Creek Parkway Brooklyn Center, Minnesota 55430 FILE NO. 2010-007 This Agreement is entered into by , a , hereinafter called the Developer and the City of Brooklyn Center, a municipal corporation, under the laws of the State of Minnesota, hereafter called the City. THE WORK The Developer has received approval of its Development Plans by the City Council of the City (pursuant to City .Ordinances), on May 10, 2010, subject to the execution of this Performance Agreement, and on the condition that all work be completed in accordance with said Development Plans all of which are made a part hereof by reference. In consideration of such approval, the Developer, its successors and assigns, does covenant and agree to perform the work as set forth in the Development Plans, in accordance with conditions of the aforesaid approval, and as hereinafter set forth, upon the real estate described as follows: Lot 2, Block 1, Johnco Addition, Hennepin County, Minnesota. The Work will consist of the improvements described in the Development Plans (to include any approved subsequent amendments) and will be in compliance with all applicable Statutes, Codes and Ordinances of the City including, but not limited to, conditions of approval listed in Resolution No.2010-80, adopted by the Brooklyn Center City Council on May 10,2010, attached hereto as Attachment One, and requirements of the City Engineer, attached hereto as Attachment Two. The cost of the improvements is estimated to be $ Improvements include, but are not limited to work listed in Attachment Three. o „S COMPLETION DATE The Developer agrees that the Work will be completed in its entirety on or before and no extension of time will be valid unless the same is approved in writing by the City Manager. Said extension of time will be valid whether approved by the City Manager before or after the completion date, and failure of the City to extend the time for completion or to exercise other remedies hereunder will in no way work a forfeiture of the City's rights hereunder, nor will any extension of time actually granted by the City Manager work any forfeiture of the City's rights hereunder. It will be the duty of the Developer to notify the City of completion of the Work at least 10 days prior to the Completion Date and to call for final inspection by employees of the City. MAINTENANCE This Performance Agreement, in its entirety, will remain in full force and effect for a 3757941 CLL BR291-16 period of one year after actual completion of the Work to determine that the Work and the useful life of all Work performed hereunder meets the prevailing standard for the particular industry, profession, or material used in the performance of the Work. Any work not meeting such standard will not be deemed complete hereunder. Written notice of the date of Actual Completion will be given to the Developer by the Director of Business and Development of the City. FINANCIAL GUARANTEE The Developer agrees to furnish the City with a Financial Guarantee in the form of a cash escrow, a bond issued by an approved corporate surety licensed to do business in the State of Minnesota and executed by the Developer as principal, or other Financial Guarantee as approved by the City Manager of the City, in the amount of $ . Such Financial Guarantee will continue in full force and effect until the City Council approves and accepts all of the Work undertaken to be done, and releases the Surety and/or Developer from any further liability; provided however, that the City Council may reduce the amount of the Financial Guarantee upon partial completion of the work, as certified by the City Manager. Such Financial Guarantee will be conditioned upon the full and faithful performance of all elements of this Agreement and upon compliance with all applicable Statutes, Codes, and Ordinances of the City, and will further be subject to the following provisions, which will be deemed to be incorporated in such Financial Guarantee and made a part thereof. A letter of credit given as a financial guarantee may be drawn upon for the full amount of the letter immediately upon notice by the issuing bank that the letter of credit will not be renewed or within 60 days prior to termination of the letter of credit. REMEDIES FOR BREACH At any time after the Completion date and any extensions thereof, or during the one- year Maintenance Period, if any of the work is deemed incomplete, the City Council may proceed in any one or more of the following ways to enforce the undertakings herein set forth, and to collect any and all overhead expenses incurred by the City in connection therewith, including but not limited to engineering, legal, planning and litigation expenses, but the enumeration of the remedies hereunder will be in addition to any other remedies available to the City. 1) Completion by the City. The City, after notice, may proceed to have the Work, or any part of the Work deemed necessary or appropriate by the City Manager, done either by contract, by day labor, or by regular City forces, and neither the Developer nor the Corporate Surety may question the manner of doing such work or the letting of any such contract for the doing of any such work. Upon completion of such Work the Surety and/or the Developer will promptly pay the city the full cost thereof. In the event that the Financial Guarantee is in the form of a Performance Bond, it will be no defense by the Surety that the City has not first made demand upon the Developer, nor pursued its rights against the Developer. 2) Specific Performance. The City may in writing direct the Surety or the Developer to 3757941 CLL BR291-16 2 cause the Work to be undertaken and completed within a specified reasonable time. If the Surety and/or the Developer fails to cause the Work to be done and completed in a manner and time acceptable to the City, the City may proceed with an action for Specific Performance to require such work to be undertaken. 3) Deposit of Financial Guarantee. In the event that the Financial Guarantee has been submitted in the form of a Performance Bond, the City may demand that the Surety deposit with the City a sum equal to the estimated cost of completing the work, plus the City's estimated overhead expenses, including any other costs and damages for which the Surety may be liable hereunder, but not exceeding the amount set forth on the face of the Performance Bond, which money will be held by the City for the purpose of reimbursing the City for any costs incurred in completing the Work as herein specified, and the balance will be returned to the Surety. This money will be deposited with the City within ten (10) days of demand, the City will have the right to proceed against the Surety with whatever legal action is required to obtain the deposit of such sum. 4) Funds on Deposit. In the event that the Financial Guarantee is in the form of cash, certified check, or other arrangement making the Financial Guarantee immediately accessible to the City, the City may, after notice to the Developer, proceed to complete the Work, reimburse itself for the cost of completion as defined hereunder, and return the balance to the Developer. PROCEDURES A copy of this Performance Agreement will be attached to the Corporate Surety Bond, if any, and reference to this Performance Agreement will be made in any such bond, but no corporate surety will assert as a defense to performance hereunder, any lack of reference in the bond to this Performance Agreement. The original and two copies of this Agreement, properly executed, together with the appropriate Financial Guarantee will be submitted to the City. IN WITNESS WHEREOF, the Developer and the City have executed this Agreement this day of , 20_ Signature Print Name Developer Subscribed and sworn to before me this day of , 20 375794v1 CLL BR291-16 3 Signature of Notary County Commission Expires 375794v1 CLL BR291-16 ATTACHMENT ONE Conditions of Approved Resolution No. 2010-80 375794v1 CLL BR291-16 A-1 ATTACHMENT TWO City Engineer Requirements 375794vl CLL BR291-16 B-1 ATTACHMENT THREE List of Improvements and Estimated Costs 375794vl CLL BR291-16 C_1 DECLARATION OF COVENANTS AND RESTRICTIONS THIS DECLARATION made this day of , 2010, by a (hereinafter the "Declarant"); WHEREAS, Declarant is the owner of the real property described as Lot 2, Block 1, Johnco Addition, Hennepin County, Minnesota (hereinafter the "Subject Property"); and WHEREAS, the Subject Property is subject to certain zoning and land use restrictions imposed by the City of Brooklyn Center, Minnesota ("City") in connection with the rezoning of the Subject Property from the zoning classifications C-2 (Commerce) and R-1 (One Family Residential) to PUD/C-2 as provided in City Resolution No. 2002-75 adopted on June 10, 2002, as amended or modified by City Resolution No. 2002-111 adopted on August 26, 2002; and WHEREAS, in accordance with the requirements of City Resolution No. 2002-75 the Subject Property and Lots 1, 3 and 4, Block 1, Johnco Addition, Hennepin County, Minnesota (which, together with the Subject Property, are hereinafter referred to as the "PUD Properties") were subjected to the terms of a Declaration of Covenants and Restrictions dated August 13, 2002, and recorded as Document No. 3845830 on September 30, 2003, with the Hennepin County Recorder (hereinafter the "Original Declaration"); and 375784v1 CLLBR291-16 1 WHEREAS, the Original Declaration provides that use and development of the Subject Property must conform to the requirements of the Original Declaration unless the owner secures approval of an amendment to the Planned Unit Development (PUD) Plan; and WHEREAS, Declarant has applied to the City for rezoning for an amendment to the PUD Plan to allow construction and maintenance on the Subject Property of a five -bay multi -tenant commercial building having a floor area of 6,757 square feet; and WHEREAS, approval of the planned unit development for the Subject Property included as a condition of approval that Declarant enter into a PUD Agreement that would acknowledge amendments to the planned unit development and be filed with the title to the Subject Property; and WHEREAS, the City has approved such PUD amendment on the basis of the determination of the City Council of the City that such amendment is acceptable only by reason of the details of the development proposed and the unique land use characteristics of the proposed use of the Subject Property; and that but for the details of the development proposed and the unique land use characteristics of such proposed use, the PUD amendment would not have been approved; and WHEREAS, as a condition of approval of the PUD amendment, the City has required the execution and filing of this Declaration of Covenants, Conditions and Restrictions (hereinafter the "Declaration"); and WHEREAS, to secure the benefits and advantages of such PUD amendment, Declarant desires to subject the Subject Property to the terms hereof. NOW, THEREFORE, the Declarant declares that the Subject Property is, and shall be, held, transferred, sold, conveyed and occupied subject to the covenants, conditions, and restrictions, hereinafter set forth. 375784v1 CLLBR291-16 2 1. The . use and development of the Subject Property shall conform to all of the following: a. All conditions of approval specified by the City Council in Resolution No. 2010-80 adopted on May 10, 2010, attached as Attachment One; b. Site Plan, attached as Attachment Two; C. Landscape Design, attached as Attachment Three; d. Grading and Erosion Control Plan, attached as Attachment Four; e. Utility Plan, attached as Attachment Five; f. Exterior Elevations, attached as Attachment Six; g. Trash Enclosure Plan, attached as Attachment Seven. 2. The Subject Property shall be developed and maintained in accordance with Attachments One through Seven, and no buildings or structures other than those shown on Attachments One through Seven may be erected or maintained on the Subject Property. 3. Except as otherwise permitted herein, the use of the Subject Property shall conform to the zoning regulations of the City of Brooklyn Center applicable to C-2 Districts. 4. Parking requirements for all uses on all lots on the PUD Properties are met by taking into account all parking spaces on all of the lots on the PUD Properties in common. Owners of the Subject Property will maintain such easements and covenants for access and parking as are needed to assure that all parking shown on the approved site plan of the Subject Property may be used in common with the PUD Properties. No change in use of any of the lots of the PUD Properties will be permitted that causes a deficiency in parking spaces required by Brooklyn Center City Code, taking into account parking spaces for all uses and all parking spaces on all lots on the PUD Properties. 5. The Subject Property may be developed, maintained and used only in accordance with paragraphs 1 through 4 of this Declaration unless the owner first secures approval by the Brooklyn Center City Council of an amendment to the Planned Unit Development Plan for the 375784v1 CLLBR291-16 3 Subject Property and to this Declaration or a rezoning to a zoning classification that permits such other development and use. effect. 6. Except as modified by this Declaration, the Original Declaration shall remain in 7. The obligations and restrictions of this Declaration run with the land of the Subject Property and shall be enforceable against the Declarant, its successors and assigns, by the City acting through its City Council. This Declaration may be amended from time to time by a written amendment executed by the City and the owner or owners of the lot or lots to be affected by said amendment. IN WITNESS WHEREOF, the undersigned as duly authorized agents, officers, or representatives of Declarant have hereunto set their hands and seals as of the day and year first above written. STATE OF ) ss COUNTY OF The foregoing instrument was executed this the ,a Notary Public day of 2010, by of . on behalf of the 375784v1 CLLBR291-16 4 APPROVED BY THE CITY OF BROOKLYN CENTER Tim Willson, Mayor Cornelius L. Boganey, City Manager STATE OF MINNESOTA ) ) SS COUNTY OF HENNEPIN ) The foregoing instrument was acknowledged before me this day of , 2010, by Tim Willson and Cornelius L. Boganey, the Mayor and City Manager, respectively, of the City of Brooklyn Center, a public body corporate and politic under the laws of Minnesota, on behalf of the City. Notary Public 375784v1 CLLBR291-16 >5€ I" Qs 6a p m m82N , , , yso 8�q �F�� Z i- sus o D� Z oin A��n g� �e 6 8A I I I co I I I ( I I I n�n cNm Dm D� ADC- Z i I m �s os som om a I I pZ OZ ?AD OQ •• 'D9 'DO D D — — t--- o N N U W o D i m j' I Ia ; I ` I "01e o• EC a I'• � I I g i ^ A ' � f I I I I I I I I 1 I o a � m a 5i 3 m S R R Oy E i p o ®D i o- nk 3p �' BROOKLYN CENTER RETAIL DEVELOPMENT RETAIL STRIP BROOKLYN BOULEVARD k 70TN AVENUE NORTH BROOKLYN CENTER, HN _^_..^ ; iacmM1 C504��a.=n e.. n.. .1 �j" tigp �aB� ES DESIGN SITE PLAN m>„ m • —1L LL • .II =sunAA �o Z w u 0 4 C a u df co L €d $s$s H'i 84 g� ^� S� $ a �l gg9'=sgag4 ;o a gc M a�: c � c rn 5 m� m V1 n ' m € € f u vc: Fi a i4 a=a dio st @F�ff 3¢`8 @€55^ fg # Bpq�� egpse6 ` s�sgaq z g n � OFF €^ i s 0 3g ® E BROOKLYN CENTER RETAIL DEVELOPMENT z o� RETAIL STRIP BROOKIYN BOULEVARD h 70TH AVENUE NORTH �,;,.ni;, a iN<� aRBcx rzcr°°° ^• �'^'B°^•�^•6g� 5 ag reprise BROOKIYN CENTER, MN s...° NNx[zorx� - �� DESIGN (I SB N BR4N R. 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MIT . ...... ...... 1. --, . pt�, e-w DESIGN p557�11 UTILITY PLAN - Ln. 11 A I w Do N D v n ICI b " � N z z I z A �•. � � � g' s� �' ICI �I (I' A n o ICI + ,. f: � $ � � � I s " ; � •"+ � ICI m ET IAl s n �I .� 1:2 ou 5u >£ 55 ' gQ � gR 9 R D Z�,o �+ A r pp m a Ei � $s PH � �1�; m � � n� � n m 3 D E � � F PI �o y`"' R: 2 D BROOKLYN CENTER RETAIL //// ' p c = q 2 �{ i NEW FREESTANDING BUILDING .Q O F 'R ��x[sou 11 T- uM•r 9.• w. el IM /7�k �Fd e �1 JJ 9 '8 BROOKLYN BOULEVARD h 70TH AVENUE NORTH BROOKLYN CENTER, NINNESOTA o0'yi�Y ",.I& E 6@6@6@ r 6s I DESIGN e 5; EXTERIOR ELEVATIONS °fi YpnaM[flYN [. JOHMON eoso 66 0 y o c'7 ao O O > — F Z IPA NO 6gq � gags ' $P4 € n iYO a p € 9 €nn N ca RRi'� �g��8 i6g F�gtl ggd w i��a h w o c•> io � p€ 8 r.+• I ar•r I +•.D• � r•D• r•D• u•�o• nm• I1l�I'IIlIIII IIIIlI ' •F a vw <n Wl •n a n a I I An.N<I B RI . �NR w RN .„ eN. r S <aD „„teN a e < : < . °.y R ro„.im . FFm� �y3Ig / /j NEW FREESTANDING BUILDING RE D1 BROOKLYN CENTER DROOKLYBOULEVARD h 70TH AVENUE NORTH OtWP N DES I G N 1 � Ell FLOOR PLAN & DETAILS 1 I ' € g&? 1 , Dm pQ e D- BROOKLYN CENTER RETAIL b adlp Nwl TM piaq •P•!1k•.w •r '6� p 8 8 . F NEW FREESTANDING BUILDING , �,P •w•-•+•bn .w a,•1 I .m ¢ a,a�.•y!•!.�a ARCN!rzcr une.. u• .. e! !n• SF repra' E 9 o BROOKIYN BOULEVARD # 70TN AVENUE NORTH BROOKLYN CENTER, MINNESOTA sw,• • uwNcsopR k5 �¢ 8 m DESI GN II�I TRASH ENCLOSURE PLAN SyMm BRW1 R. MNNSON ¢�oso O "c s �Gc�� 3 6 L & DETAILS �'{' F ¢•• nNvnl•r rBROO of KLYN TER City of Brooklyn Center 6301 Shingle Creek Parkway Brooklyn Center, MN 55430 763-569-3300 COST ESTIMATE FOR PERFORMANCE AGREEMENT For the purpose of establishing a bond amount to guarantee site improvements approved under Planning Commission No. _2010-007_, please complete the following checklist of improvements as they pertain to the project in question. Unless otherwise requested, the improvements listed are those to be made on the site, not on public right-of-way. Type of Improvement Quantity Unit Cost Grading 1 $17,500. Landscaping (Trees & Shrubs) 1 $9,699.00 Sodding 1 $1,854.00 Seeding N/A Underground Irrigation 1 $3,697.23 Curb & Gutter (B612) 1 $9,800.00 Storm Sewer & Catch Basins 1 $17,000.00 Sidewalks 1 $3,125,00 Handicapped Ramps 1 $150.00 Fenci4g N/A Rooftop Screening N/A Trash Enclosure 1 ? $6,641.00 Erosion Control $1,500.00 Other as Specified N/A Total $70 966.23 The cost estimate provided is subject to verification by the City Manager prior to determination of a bond. Bond amounts as a percentage of a verified cost estimate will vary depending on the size and nature of the project. City of Brooklyn Center — Business and Development — 6301 Shingle Creek Pkwy — Brooklyn Center MN SS430 763-S69-3300 Cost Estimate for Performance Agreement 12-09 Page 1