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HomeMy WebLinkAbout2004 01-15 PCP PLANNING COMMISSION AGENDA CITY OF BROOKLYN CENTER • JANUARY 15, 2004 REGULAR SESSION 1. Call to Order: 7:30 p.m. 2. Roll Call 2003 Planning Commission 3. Approval of Minutes - October 30, 2003 4. Adjourn 2003 Planning Commission 5. Administer Oath of Office, Stephen Erdmann, Rex Newman 6. Call to Order: 2004 Planning Commission 7. Roll Call 2004 Planning Commission 8. Election of 2004 Chair 9. Election of 2004 Chair Pro Tern 10. Chairperson's Explanation • The Planning Commission is an advisory body. One of the Commission's functions is to hold public hearings. In the matters concerned in these hearings, the Commission makes recommendations to the City Council. The City Council makes all final decisions in these matters. 11. Eastbrook Properties, LLC 2004 -001 Request for Preliminary Plat approval to combine six existing lots, two outlots and surplus MN/DOT right of way and divide it into 29 single family residential lots at the southwest corner of T H 252 and 69th Avenue North. 12. Metro Transit 2004 -002 Request for Preliminary Plat approval to combine two parcels of land at the northwest corner of County Road 10 and Northway Drive into a single lot for development of a transit facility. 13. Metro Transit 2004 -003 Request for Site and Building Plan approval and a Special Use Permit to construct a 4,218 sq. ft. transit facility at the northwest corner of County Road 10 and Northway Drive. 14. Other Business is 15. Adjournment • Application Filed on 12 -23 -03 City Council Action Should Be Taken By 2 -21 -04 (60 Days) Planning Commission Information Sheet Application No. 2004 -001 Applicant: Eastbrook Properties, LLC Location: Southwest Quadrant of TH 252 and 69th Avenue North Request: Preliminary Plat Approval The applicant, David G. Evanson on behalf of Eastbrook Properties, LLC, is seeking preliminary plat approval to combine six existing lots, two outlots and surplus unplatted MNDOT right of way located at the southwest quadrant of TH 252 and 69 Avenue North and divide it into 29 single family residential lots to be known as Eastbrook Estates, Second Addition. The property in uestion is zoned R -1 (One Family Residence), is 8.75 acres in area and is located between 68 and 69 Avenues North, west of T H 252. It is surrounded on the north by 69 Avenue North; on the east by T H 252; on the south by 68 Avenue North; and on the west by the Eatbrook Estates Addition, which received preliminary plat approval by the City Council under Planning Commission Application No. 2003 -014 on August 25, 2003 and final plat approval on October 13, 2003. The plat for the Eastbrook Estates Addition was submitted by the current applicant and created • six single family lots, a 10 ft. outlot and right of way for 68 Lane North, east of Aldrich Avenue. The proposed new plat which is to be known as Eastbrook Estates, Second Addition will be an extension of the Eastbrook Estates Addition and provide right of way dedication for the continuation of 68 Lane to the east and a continuation of 5 th Street, north of 68 Avenue to form an intersecting half cul -de -sac. Additional right of way, as needed, will also be dedicated for the balance of 68 Avenue North. The appropriate utilities (roadway, sanitary sewer, water, storm sewer, gas and electric) will be located and constructed within these right of way areas. Twenty -nine single family residential lots will be created under this proposed plat. Five of these lots will front on 69 Avenue North, two of which will continue with existing homes and accessory structures. Six new lots will front on 68 Avenue North; twelve new lots will front on 68 Lane North; and six new lots will front on 5 th Street North. All these lots meet or exceed the minimum lot requirements of 75 ft. in width (at the building setback line) and 9,500 sq. ft. in area for interior lots and 90 ft. in width and 10,500 sq. ft. in area for corner lots. The new proposed legal descriptions will be Lots 1 through 17, Block 1, Eastbrook Estates Second Addition and Lots 1 through 12, Block 2, Eastbrook Estates Second Addition. • Page 1 1 -15 -04 Property within the proposed plat is owned and/or controlled by Mr. Evanson and four other property owners as well as the City's Economic Development Authority and MNDOT. The MNDOT property is at the southeast corner of the proposed plat and roughly encompasses the proposed Lots 5, 6, 7 and 8, Block 2, parts of the proposed Lots 8 and 9, Block 1, all of the proposed Lots 10, 11 and 12, Block 1, and a large portion of the proposed 5 th Street North right of way. Mr. Evanson is attempting to coordinate a pass through of the MNDOT property through the City's EDA. He has had contact with the other property owners in the plat and has agreements, or is near reaching agreements, to include these properties within the plat. He will also have to obtain the property at the northeast corner of the plat which is owned by the City's EDA. The City Council has agreed to work with Mr. Evanson to accomplish the platting. It should be noted that this plat is consistent with the master plan or "ghost plat" presented by Mr. Evanson at the time of the previous preliminary plat. A matter that will need to be addressed is the location of a single family home and accessory buildings currently located on property addressed as 42169 th Avenue North owned by Robert and Elizabeth J. McLean. The proposed plat would leave the house in the 5 th Street/68 Lane right of way and the accessory structures as the only buildings on the proposed Lot 7 and Lot 8, Block 1. A portion of the buildings would also be located within 5 ft. drainage and utility easements and in one case, encroach on the minimum side yard setback of 3 ft. These structures will have to be either relocated or removed so that they comply with the requirements of the zoning ordinance for location of structures. This should be accomplished in conjunction with the • filing of the final plat. Drainage and utility easements will be provided throughout the plat. Typically these easements are 10 ft. along the front property line, 5 ft. along the interior property line and 5 ft. along the rear property line. For the most part these are met, however, larger easements are proposed in various locations due to the storm sewer and drainage plans in the area. Ten foot drainage and utility easements are proposed along the rear property lines for the lots within Block 2, creating a 20 ft. wide total easement to accommodate the drainage plan. Also, 10 ft. wide drainage and utility easements are proposed for both sides of the interior property line separating the proposed Lots 3 and 4, Block 1 and Lots 3 and 4 and 9 and 10, Block 2. Ten foot easements are also proposed for the west property lines of Lots 1 and 12, Block 2. Again, these are to accommodate proposed drainage and utility improvements. A 3 ft. wide drainage and utility easement is proposed for the east property line of the proposed Lot 15, Block 1, to accommodate an existing garage. A 7 ft. easement will be provided on the opposite side (Lot 14) to provide a total 10 ft. wide easement. The City Engineer is reviewing the proposed preliminary plat and will be offering written comments and observations for the Commission's review. The applicant has submitted a preliminary grading, drainage and erosion control plan also being reviewed by the City Engineer. Construction of streets and utilities for this subdivision will probably be undertaken next construction season. It is likely that the City Engineer will require a subdivision agreement outlining the costs for street improvements and utility extensions necessary for the plat. Page 2 • 1 -15 -04 • A public hearing has been scheduled for this preliminary plat application and notices of the Planning Commission's consideration have been published in the Brooklyn Center Sun/Post. R EC OMMEND A TTO The preliminary plat appears to be in order and is consistent with the master plan for this area. Approval is recommended subject to at least the following conditions: 1. The final plat is subject to review and approval by the City Engineer. 2. The final plat is subject to the provisions of Chapter 15 of the City Ordinances. 3. The house and accessory buildings currently on the lot addressed 42169 th Avenue North shall be removed or relocated so that they comply with the requirements of the zoning ordinance for the location of structures. This shall be accomplished in conjunction with the filing of the final plat. 4. The applicant shall enter into a subdivision agreement as approved by the City Engineer regarding various subdivision improvements required for this plat. • • Page 3 1 -15 -04 r� !�� s� try • • ���rrr � qtr rat sip !r ID mum ra ttt141 ' W# M i� is =� , ■ as •• i! r sr SU N MW into WIM m wag MWA Mu :-Sol a 1 '1 .� aim ; II ggq �a Mika qtr r■ r�■ � �>s �� !tom � i tux' � x�,�, +"�..�^'"' A'� "� �^ .er � t �.� n �,�,� � a �,x � � s °'��+�,r,�,�"�. Y' � � �� �� z ,� �'= � �, s � -' �" � „��� , �e �- . �. o r .� �, n a' �, °.�a s �, �_ .rx: c3 _� Y M wt` , �'L la is : $ � '.a n n, �i' -s. � '�R �'” � � of «. 'i i §� � � �t' Y � � � �+ �;"� �..��� �� � ' � �.t y�a�, '� k a�� �. s EASTBROOK ESTATES 2ND ADDITION PRELIMINARY PLAT IN THE CITY of 9C,Irox; 111 6961 Awn- NedI, .. f ereea c.nr.r. uN ssu° BROOKLYN CENTER, MINNESOTA owNrR AND P3nRp0. PROrc9nrs. of BroeAM Crnler. YN l3,Jp " (613J JIS -I,Ja 3uRYC19R pE9c". 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BROOKLYN CENTER, MINNESOTA Ow R AND CASTRR°°K PROPCRMS. LLC sU6°IN° .. »)A rGTA1n Awnw N.rlh Bro.tl>n C.nI.I, Y JJ.JP (6121 JIS -NJa R tYRKYOR A. M/O 1 IAN- SUllv(YORs 6C5I°N(R: 6 CML CR Irls. IN[. >IO [RJI R /r.r n. sss oJ iiiilN.4S G%1•i.; iiiiii: iii ?Fi � fieij'>rx -Naas GRAPHIC SCAIE I I ?iW >JD illiUH ---L-----L----- - ---- ----------J------ .. „, a — -- — —- — ,Y 69TH �iyU�' . �VORTII � te a. o. --a..- � w°r..v,..r.sr.r.., I ..� 1i�uao°r. fr � .�.. „•.-, r•• srxn: � 1 r � -;' ° il i : ,....i::; sr I u •I.igQ�. AND `7 y i 1 1 RCSTORATIONN 0 SCHOULC I I t uo { 't. �L..,•r'1 �, 1 `. I 1 s.. ... s..,... -t �' t� � II arstr, R,Y[ ', \. 1 .wail 1• •: i i NG, i R I 14 JJ 1 a is ww., R... e.. I- � ; i,. L ..• �J,alJat.JL •. I. d .... I � ��: -- - � •� J IV a.�.. ° ,w�,rt �rq�r r u.°w, R...m ,.ra.. _ — — � I ' ' � '<<"�,� 1 I ~/ / / L I� � •? � �;/ / ' � I 1 a.. s....... E 'y '.,: � �. Z sr x , .. \ :• -.. •..+, I ;� — J t''. 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Inc. — ep aty of MEMORANDUM BROOKLYN • CENTER DATE: January 8, 2004 TO: Ron Warren, Planning and Zoning Specialist FROM: Todd Blomstrom, Director of Public Works SUBJECT: Preliminary Plat Review — Eastbrook Estates 2 nd Addition Planning Commission Application No. 2004 -01 The Public Works Department reviewed the Preliminary Plat and Preliminary Grading, Drainage and Erosion Control Plan for Eastbrook Estates 2 nd Addition dated December 23, 2003. The following comments are provided for your consideration. 1. The preliminary plat identifies subdivided lot lines as provided in the final plat for Eastbrook Estates previously approved by the City Council. The final plat for Eastbrook Estates has not been recorded with Hennepin County at this time. The final plat for Eastbrook Estates 2 nd Addition must show the current lot lines along the western portion of the development, based on either the recorded final plat for Eastbrook Estates or the • original undivided property boundaries. 2. The western boundary of right of way for 69 Avenue for Eastbrook Estates 2 nd Addition must correspond to the eastern boundary of right of way dedicated as part of the approved final plat for Eastbrook Estates. It appears that these two boundaries do not currently correspond. 3. The dedication of additional right of way along the south side of 69 t1i Avenue for lots 13 through 17, Block 1 must be appropriately labeled on the final plat. 4. All street and pubic utility extensions necessary to serve the proposed development shall be constructed by the developer, or at the developer's expense, and shall become public upon acceptance by the City of Brooklyn Center. 5. The developer shall verify that the site does not contain areas meeting state and federal definitions for wetland prior to submission of the final plat. 6. The developer's surveyor shall obtain and review Quit Claim Deed City Document No. 5 -299, Hennepin County Document No. 3710599 prior to submitting the final plat. This document pertains to the south half of 68"' Avenue between Camden Avenue and 5 t1 ' Street. • 7. Ties to adjacent section corners, including bearings and distances, shall be provided with the final plat. GADepts \Public Works \Engineering\Development & Planning\Eastbrook 2nd Add\Prelim Plat review.doe 8. The preliminary plat proposes a roadway alignment with a radius of curvature less than • 150 feet and a pavement bump -out near the intersection of 68 Lane and 5 Street. Site development will need to include measures to address minimum sight lines at this intersection. These measures may include dedication of an easement across the northeast corner of Lot 6, Block 2 and other appropriate measures. 9. Site development requires extension of 6 -inch or 8 -inch DIP water main, 8 -inch PVC sanitary sewer, storm sewer, bituminous pavement, curb and gutter and other associated improvements to service the site. All street and utility extensions must meet City of Brooklyn Center design standards or other appropriate design standards as determined by the City Engineer. 10. Utility extensions are subject to review and approval from Metropolitan Council Environmental Services, Minnesota Pollution Control Agency, Minnesota Department of Health, Minnesota Department of Transportation (storm sewer from Hwy 252) and the Shingle Creek Watershed Management Commission as required by current regulation. 11. Storm water best management practices are required to address issues associated with the quantity and quality of storm water runoff from the proposed site development based on the City's NPDES requirements. Documents submitted to date do not include adequate storm water best management practices. A site storm water management plan must be submitted to the engineering division prior to approval of the final plat. The final plat must include appropriate land and /or easement dedication to provide for storm water best • management practices. 12. The storm sewer layout shall minimize the amount of storm sewer pipe located along side and rear lot lines within Block 2 of the proposed subdivision. Protective covenants may be required for storm water facilities located outside of street right of way or publicly owned outlots within the proposed development. 13. All right of way, easements and outlots necessary to provide public street, utility and storm water management service to the proposed site development shall be dedicated to the public with the final plat. 14. The Developer shall coordinate site development plans with Xcel Energy, Centerpoint Energy, Quest Communications and other private utility companies. 15. The above comments are provided based on the information provided by the applicant at the time of this review. Subsequent approval will be required for engineering proposals pertaining to water supply, storm drainage, sanitary sewer, gas and electric service, final grading, and geometric design of streets by the city engineer and other public officials having jurisdication prior to the approval of the final plat by the City. Additional easements, right -of -way and outlots may be required on the final plat based on further design of street and utility improvements necessary to serve the proposed development. GADepts\Public Works\Engineering\Development & Planning\Eastbrook 2nd Add \Prelim Plat review.doe Application Filed on 12 -23 -03 City Council Action Should Be Taken By 2 -21 -04 (60 Days) Planning Commission Information Sheet Application No. 2004 -002 Applicant: Metro Transit Location: Northwest Quadrant of County Road 10 and Northway Drive Request: Preliminary Plat Approval The applicant, Pat Jones on behalf of Metro Transit, is seeking preliminary plat approval to combine two parcels of land located at the northwest corner of County Road 10 and Northway Drive into a single parcel of land for development of a transit hub for Metro Transit. The properties under consideration are Tract A, RLS 1211 (2901 Northway Drive) and Tract B, RLS 1261 (2920 County Road 10) which are adjacent to one another, lying between County Road 10 and Northway Drive. The properties are zoned C -2 (Commerce) and are bounded on the north and east by Northway Drive; on the south by County Road 10; and on the west by other C -2 zoned property containing the Twin City Federal Bank and a retail building. Metro Transit has acquired the two parcels and is combining them into a single lot for a regional transit hub. A companion application (Planning Commission Application No. 2004 -003) for site • and building plan approval and a special use permit has been submitted for the development of that facility. Tract A, RLS 1211, currently contains the old Wells Fargo Bank building, which is slated to be removed. Tract B, RLS 1261, is the site of the Sports Dome retail shop, which will also be removed. Once combined, the site will be approximately 2.3 acres in area. The proposed new legal description will simply be Lot 1, Block 1, Metropolitan Transit Addition. Access to the new site will continue off of Northway Drive at the approximate same location as existing now. This access served both the old Sport Dome and the retail building adjacent to it. No cross access easement was ever formalized acknowledging, or memorializing, this arrangement. Metro Transit, as will be shown in the companion application, will not continue the shared access arrangement. The neighboring retail building has a separate access to Northway Drive, westerly of this access. Two other accesses on Northway Drive that had served the Wells Fargo bank site will be closed and a new "exit only" bus access will be provided at the east end of the newly combined lot. The preliminary plat shows a proposed right of way vacation at the southeast corner of the property, which is needed to accommodate the planned transit hub. Metro Transit and the County are in discussion over this. Currently the proposed east property line shows expansion into this right of way area. The City Engineer is reviewing the preliminary plat and will submit his written comments, which will be attached for the Commission's review. • Page 1 1 -15 -04 This site is currently served by all utilities, which should accommodate the proposed transit hub • development. A water main will have to be relocated to accommodate the location of the Metro Transit building proposed for the site. A water main easement will also have to be established over the proposed location for this utility. A public hearing has been scheduled for this preliminary plat application and notice of the Planning Commission's consideration has been published in the Brooklyn Center Sun/Post. RECOMMENDED The proposed preliminary plat appears to be in order and approval of this application is recommended subject to at least the following conditions: 1. The final plat is subject to review and approval by the City Engineer. 2. Final plat is subject to the provisions of Chapter 15 of the City Ordinances. 3. The existing buildings shall be removed from the property prior to the filing of the final plat. 4. The location of utility easements within the plat are subject to the final approval of the City Engineer. 5. A right of way vacation shall be accomplished prior to final plat approval. • 6. Building permits for construction of the proposed transit hub shall not be issued until the final plat has been approved by the City Council and filed with Hennepin County. Page 2 • 1 -15 -04 al a Wool is UBE KNEE �a mm fro /��1 #.. ' �1�� d''�-E -/ ♦ . - ,.,: M agg ul " lug CENT 1' ,�'� w �♦ w�iw � , IN& - . 'CO MMERCE i ' OVERLA DISTRICT (CC) Y OR WE gg win . " "' " ! . • � s,' . r = � III 11111 /��Iliti� ..�. �.. m � mitt Z ONES �� or a • I i -- r M R 5 O t � a tom,'# r �- ;a r p s � aa Z t i , �r t 3 k r F x O R m ull r, f OWE= M/ 4 'aM - r '4tts,+" ig t 05 i ��`�. ����� � S � �`� � �° �• tt �.�a g F X 51 a JOVA.Mmms WAS r �* k lot -------------- � t y ��,. , PRELIMINARY PLAT X METROPOLITAN TRANSIT ADDITION s \ BEARINGS ACCORDING TO REGISTERED LAND SURVEY W.I2ll \ r .... / \ \' • i � � Y \ 1 F00T CONTOUR INTERVAL c \ BENCHMARK -TOP NITf H1AD AT BASS AND \ LAKE ROAD A X FT \ ELEVATION 655.77 FT LEGEND / I • DENOTES FO INA PROPERTY CORNEA" - -ee • J� �i' IN SCHEDU L / 2J a \q . ✓ ( SW " AS LISTED DENOTES SET PROPERTY CORNER / 6 r. n "; \\ l N n ( � Ii CCONNONNWEATN TITLE AMERI CE DENOTES CONCRETE WALK l �'' \ C06 NO. 1347r. DATED 'X APR➢. 25. 2007. \ 1 OT —•i— r R UTILITIES SHOWN AS LOCATED BY DENOTES OVERHEAD POWER LINE IF a I GOPHER STATE ONE CALL,RE UEST —rew— DENOTES BURIED POWER G I 'vy • .�— \ TICKET 340..5 619669 k 619966. —r -eu— DENOTES BURIED TELEPHONE b• b: \ A SEARCH OF THE CITY OF BROOKLYN s RA F \ —o— F V ' I CENTER ENGINEERING RECORDS DENOTES CAS LINE I \ PROVIDED NO INFORMATION AS TO OF SANITARY SEWER THE LOCATION —.— DENOTES ATEAMAIN Y+ / d gg COI6ECTIONS. —c— DENOTES SANITARY SEWER z o• \ 6 \ BY �Y CIR�A DENOTES STORM SEWER S BEYOND «— \\ THOSE SIKIWN. PROPOSED SITE INFORMATION PROVIDED 6Y BONESTR00, ROSENE. . W 6b.S 5 6 0' ANDERLIK k ASSOCIATES. 6909'06' — - 6]'26'29' S 17'J1'J1'W-�� R+62.67 69A5 2LB6 - 69'09'06' W S L -75.72 ` 11.67 R•9J0.9J DESCRIBED PROPERTY .. . i F.j i y eM •r. TRACT B REGISTERED LAND ! '.• `.. `.. .... SURVEY 340.1261 :. •. AM _ TRACT A,REO W ISTERm LA SURVEY N0.12ll 1 - - - - -T- — I ' r I T I r ®CONSULTING GROUP,. INC. L� J City of BROOKLYN • CENTER MEMORANDUM DATE: January 9, 2004 TO: Ron Warren, Planning and Zoning Specialist�,�+, FROM: Todd Blomstrom, Director of Public Works SUBJECT: Metropolitan Transit Addition Preliminary Plat and Site Plan Review Planning Commission Applications 2004 -002, 003 The Public Works Department reviewed the following preliminary documents submitted for review under Planning Commission Applications 2003 -002, 003 for the Metropolitan Transit Addition. • Preliminary Plat, dated December 17, 2003 • Removal and Erosion Control Plan, dated December 24, 2003 • Site Layout Plan, dated December 24, 2003 • • Paving and Signage Plan, dated December 24, 2003 • Scoring Plan, dated December 24, 2003 • Grading Plan, dated December 24, 2003 • Utility Plan, dated December 24, 2003 The preliminary plat and site plans appear to be in order and approval is recommended subject to at least the following conditions: Preliminary Plat The property is being platted in order to combine two existing properties (Tract A — RLS 1211 and Tract B — RLS 1261) to allow placement of the proposed building and parking surfaces on the site. The plat extends to the centerline of Northway Drive and includes northern portions of the intersection with County Road No. 10. 1. The proposed development site is adjacent to a County Road. A copy of the preliminary plat was submitted to Hennepin County Transportation Planning Division for review and comment. Approval of the final plat will require coordination with Hennepin County in order to vacate portions of county right of way as proposed on the preliminary plat. 2. All right of way and easements necessary to provide street and utility service to the proposed site development or accommodate proposed relocation of existing public utilities within the site shall be dedicated to the public for public use with the final plat. 3. Ties to an adjacent section corner, including bearings and distances, shall be provided with the final plat. GADepts \Public Works \Engineering\Development & Plannin Transit Addition \Prelim Plat -Site Review.doc i 4. The applicant shall address Notes 1 and 2 on plan sheet C0.01 to confirm that the • locations of streets, sidewalks and existing utilities were correctly identified on the preliminary plat and site plans. Water Supply and Sanitary Sewer Service A 10 -inch diameter trunk water main currently extends across the central portion of the site. This main was installed in 1967 and is older cast iron pipe. Higher rates of corrosion and water main breaks have been noted in portions of the city containing cast iron water main installed in the 1960s. The 10 -inch water main must be relocated to allow construction of the proposed building. Public sanitary sewer is located within Northway Drive along the northern boundary of the property. 1. The existing water services to both existing buildings within the plat must be disconnected from the existing water main along County Road 10 prior to demolition. Abandonment must include removal of service pipe, disconnect at main, and installation of plug and restraints as required by the Supervisor of Utilities. 2. Public Works does not recommend the proposed water main layout as shown on Plan Sheet C4.01 due to potential long term operational and maintenance problems. Engineering staff and the applicant have discussed alternatives for relocating the existing 10 -inch water main to accommodate site development. The recommended alternative includes: • • Relocation of the water main along the eastern portion of the site to avoid the center service island and connection to the 8 -inch water main within Northway Drive near the northeast corner of the property. • Disconnect and abandon existing water main west of the 8 -inch tee pointing north within Northway Drive. Disconnect south end of abandoned 10 -inch water main at County Road 10. This work would abandon all existing 10 -inch cast iron water main within the site. • Relocate water service to 5810 Xerxes Avenue and the existing hydrant along Northway Drive to connect to the water main east of the 8 -inch tee pointing north within Northway Drive. • Sheet C4.01 should be revised and submitted to the city for review and approval. 3. The plat must include a public utility easement over all public water main crossing through the site. 4. The proposed site plan shall be subject to the approval of the City Fire Chief, including hydrant spacing requirements and any other requirements of the Fire Department. 5. Applicant must verify that the existing private sanitary sewer manhole within the site is in a sound and water tight condition upon completion of site improvements. GADepts\Public Works \Engineering\Development & Planning\Met Transit Addition \Prelim Plat -Site Review.doc i Storm Drainage Storm water runoff from the site flows to the existing storm sewer within Northway Drive and County Road 10. This storm sewer conveys flows east to Shingle Creek. The proposed development does not result in a significant increase in impervious surface for the property. 1. On Sheet C3.01, it is recommended to add a note indicating "tip gutter out" at the curb radius west of the western most parking space to direct runoff to the existing catch basin located on the north side of the parking lot. 2. Erosion control measures shall be installed prior to starting site grading operations. 3. An NPDES construction site erosion control permit must be obtained from the Minnesota Pollution Control Agency prior to disturbing the site. Traffic and Street Connections The site plans proposes two driveway connections for public streets. The north driveway would accommodate all ingress traffic. The east driveway connection will be strictly limited to vehicles exiting the site to travel westbound on County Road 10. Bus operations should not be allowed to use the east driveway connection to turn eastbound on County Road 10. 1. The contractor is required to submit a traffic control plan for approval prior to starting • construction work within Northway Drive. 2. It is recommended that the applicant work with Hennepin County to review traffic signal phasing and pavement markings to safely guide pedestrian traffic across County Road 10. It is also recommended that the applicant consider placing a landscape type barrier behind the sidewalk along County Road 10 to minimize the number pedestrians that will cut across the street (mid - block) along the length of the property. 3. Sheet C1.02 should include the placement of a Stop sign at the north driveway. The above comments are provided based on the information provided by the applicant at the time of this review. Subsequent approval of the final plat may require additional modifications or dedications based on engineering requirements associated with final design of water supply, storm drainage, sanitary sewer, gas and electric service, final grading, and geometric design of streets as established by the city engineer and other public officials having jurisdiction over approval and recording of the final plat. • G; \Depts \Public Works \Engineering\Development & Planning\Ivlet Transit Addition\Prelim Plat -Site Review.doc Application Filed on 12 -30 -03 City Council Action Should Be Taken By 2 -28 -04 (60 Days) Planning Commission Information Sheet Application No. 2004 -003 Applicant: Metro Transit Location: Northwest Quadrant of County Road 10 and Northway Drive Request: Special Use Permit/Site and Building Plan Approval The applicant, Pat Jones on behalf of Metro Transit, is seeking site and building plan approval and a special use permit to construct a 4,218 sq. ft. transit facility at the northwest corner of County Road 10 and Northway Drive. The proposed facility is a transfer point and bus layover building for Metro Transit. It will replace the current on street operation, which is located on 56 Avenue North, west of Xerxes by the IHOP and Wendy's restaurants. Much discussion about the appropriate location and the type of facility has taken place between the City and Metro Transit since the upgrading and redevelopment of Brookdale has taken place, necessitating the need to move the location of the transfer and bus layover operation. The City has encouraged Metro Transit to find an off -site location where an indoor facility with restrooms and possibly vending or concession areas can be provided for people waiting for their bus transportation to continue. It should be noted that this • facility is nor a park and ride facility where people come to a specific location, park and leave their vehicles for an extended period of time and utilize public transportation. For that reason, very little vehicle parking will be provided on this site and it is not intended that surrounding commercial and multi - residential parking lots be used for that purpose. Again, the facility is a bus driver layover area and a point of transfer for people using public transportation. The proposed site is the subject of the preliminary plat under Planning Commission Application No. 2004 -002 that would combine the sites of the old Sports Dome and Wells Fargo Bank into a single lot. The existing buildings would be demolished so that the Metro Transit facility could be built. The property in question is zoned C -2 (Commerce) and is located in the city's Central Commerce Overlay District (CC). The effect of this overlay district is to prohibit certain otherwise allowable commercial uses within this district. Sauna establishments, massage establishments, currency exchanges, pawn shops and second hand good dealers are not allowed uses in the CC overlay district. The proposed Metro Transit facility is classified as a "public transportation terminal" under Section 35 -322, Subdivision 3i, which is a special use in the C -2 zone necessitating the need for a special use permit. The property is bounded on the north and east by Northway Drive; on the south by County Road 10; on the west by the Twin City Federal Bank and a retail building. • 1 -15 -04 Page 1 ACCESS/PARKING Access to the site will be from two accesses on Northway Drive, one located on the north side of the site, the other an exit only on the east end of the site. Two existing access points on Northway Drive will be closed. The northerly proposed access will be approximately 45 ft. wide at the narrowest portion to accommodate the bus traffic entering and exiting the site at this point. This is a much larger opening that normally allowed without delineation but is necessary to accommodate the bus movements. The easterly access is approximately 30 ft. wide at the narrowest point and it designed to only allow exiting to the public street. A median exists in Northway Drive that will prohibit left turn movements into the site and signing will be established to prohibit this access as an entrance. We have also discussed with Metro Transit that the east access can only be used for bus traffic that will travel westbound on County Road 10. Buses are to be prohibited from traveling eastbound on County Road 10 if they use the east exit. Buses traveling eastbound on County Road 10 will use the north access for exiting the site. The proposed building will be located on an island area in the center of the south part of the site, which will allow bus traffic to circle the building. Canopies on the north and south sides of the building will project over a portion of the bus staging area and will provide pedestrian protection. A parking lot with eight parking stalls (one handicap) is located at the north side of the site. There is no parking formula for a public transportation terminal in the zoning ordinance. There will be Metro Transit security provided at the site and maintenance personnel also at the facility. We have been assured that the eight parking spaces will be sufficient to accommodate staff serving the building. Again, this is act a park and ride and, therefore, parking areas that would • encourage such traffic to the site are to be discouraged. If the site is ever converted to another use, there appears to be adequate area on the site to accommodate parking for a commercial use. CTR ADTNCTIDR AINAGE/I ITIT ,ITIES The applicant has provided grading, drainage, utilities and erosion control plans that have been reviewed by the Director of Public Works /City Engineer. Attached is a copy of his 1 -9 -04 memo regarding his review of these plans as well as the preliminary plat application. It is the applicant's intention to make extensive use of concrete pavement throughout the site. The majority of the paved portion of the site will be 9 in. concrete pavement with 8 in. medium broom finish concrete pavement for contrasting walkways crossing this surface. A raised concrete sidewalk/island area with various differing colors will delineate walkways leading to the building. The parking lot on the north side of the site will be bituminous. The site will be bound by curb and gutter and the site will be separated by curb and gutter from the parking lot of the neighboring retail building, which previously had shared access to the old Sports Dome site. No cross access between the sites is contemplated. As noted in the Director of Public Work's memo, storm water runoff flows to existing storm sewer in Northway Drive and the development does not result in significant increase in impervious area. He recommends a note indicating a need to 1 -15 -04 • Page 2 • "tip gutter out" to assist run off in the north parking lot. Also, erosion control measures need to be installed prior to site grading operations. An NPDES erosion control permit must also be obtained from the Minnesota Pollution Control Agency prior to disturbing the site. The Director of Public Works also notes in his memo that a 10 in. diameter trunk water main currently located on the site must be relocated to allow construction of the proposed building. He points out that existing water services to both existing buildings must be disconnected from the existing water main along County Road 10 prior to demolition of the buildings. He does not recommend the proposed water main layout as shown on the plans due to potential long term operational and maintenance problems. The engineering staff has discussed alternatives for relocating the existing water main and has made various recommendations listed in his report. LANDSC'. APTNC'T The applicant has submitted a landscape plan in response to the landscape point system used to evaluate such plans. This 2.3 acres site requires 178 landscape points. The applicant proposes to provide 183 landscape points through a variety of plantings. Twenty deciduous trees (5 Autumn Blaze Maple, 11 Autumn Blaze Ash and 4 Harvest Gold Linden) are to be provided in the County Road 10 and Northway Drive green strips and in clusters of four in two planting areas on the raised island walkway leading to the building. Twelve decorative trees are proposed. Four Madonna Crab Apple are to be provided in the • green strip between this site and the site to the west by the north access and eight Prairie Fire Crab Apple are in various locations in the County Road 10 green strip and to the south of the parking lot. Four Black Hills Spruce are clustered at the northwest corner of the site. Ninety shrubs are proposed such as 29 Red Gnome Dogwood, 17 Huron Dogwood, 11 Fire Light Spirea, 17 Goldmound Spirea, and 16 Prairie Petite Lilac, which are found throughout the site. They plan also to provide over 174 perennials such as Happy Returns Daylily, Mini Pearl Daylily, Pardon Me Daylily and Black Eyed Susan. The Director of Public Works, in his memorandum regarding this application, makes mention of consideration for placing a landscaped type barrier behind the sidewalk along County Road 10 to minimize the number of pedestrians that will cut across the length of the property. The landscaping proposed does not discourage such a movement. Metro Transit should give consideration to the placing of a fence in this location, such as those provided at Super America on 57 and Logan and the retail redevelopment at 69 and Brooklyn Boulevard. The fences were approximately 3 to 3 %2 ft. in height and were a combination of wrought iron and concrete piers. It very well may be a pedestrian problem crossing County Road 10 without some barriers to lead people to specific locations to access the site. BT 111 DING As previously mentioned, the building will be located on the south portion of the site parallel 1 -15 -04 Page 3 with County Road 10 in the approximate center of the lot. The building will be on a raised island area, which provide walkways and landscaping. Canopies of approximately 15 ft. in height will stretch out over bus waiting areas on the north and south sides of the building to provide pedestrian protection. The floor plan shows seating areas at the east and west ends of the building and interspersed throughout the remainder of the building. There is an employee break room plus employee restrooms to be provided. Public restrooms, mechanical rooms and a security office are also provided. A kiosk in the center of the building, although not included in the contract, is anticipated. The possibility exists also for a concessionaire to provide coffee and or soft drinks. The exterior of the building will be a combination of brick walls, metal wall panels and glass. Eight doorways, four to the north side and four to the south side of the building all with canopies over the doorway will be provided. A steel canopy extending out over the bus areas on the north and south sides of the building also will be provided. This will reach a maximum height of 15 ft. 5 in. and be supported by steel columns. The plan shows the ability to park at least 13 buses, some of which are double buses on the site. Metal wall panels will serve as screening for rooftop mechanical equipment. T ,TGHTTNG /TR A SH The applicant has indicated providing exterior lighting in various locations throughout the site. In the bus driveway area and parking lot, 30 ft. light standards will be provided, while 15 ft. high fixtures will be mounted in the passenger loading and walkway plaza. They have indicated that the site lighting plan will reflect the photo metrics required by the various zones. The final site lighting is currently in design. Our major concern is that lighting be shielded and directed onto • the site and avoid offsite glare per Section 35 -712 of the Zoning Ordinance. The plans do not show a specific location for trash containers. Any outside trash disposal facilities should be screened from view. SPEC IAT. TTSE STANDARDS As indicated previously, a public transportation terminal is a special use in the C -2 zoning district and as such must meet the special use permit standards contained in Section 35 -220 of the City Ordinances (attached). These standards for special use permits require that the proposed special use will promote and enhance the general public welfare, not be detrimental to or endanger the health and safety of the public; not be injurious to the use and enjoyment of other property in the immediate neighborhood, nor substantially diminish or impair property values; not impede the normal and orderly decelopment of surrounding properties; be designed so as to minimize traffic congestion on the public streets; and conform with the applicable regulations of the district in which it is located. The applicant has indicated that he believes the standards for special use permits are being met by the elements incorporated into the design of this site. No other comments were offered with respect to these standards. It is believed that the proposal will fit into the surrounding uses of property and will not be detrimental to the general public. The surrounding uses include a 1 -15 -04 Page 4 financial institution, a retail building, an office building, a multi residential use and the Brookdale Shopping Center on the opposite side of County Road 10. It is not anticipated that their proposal and development will substantially diminish or impair property values within the neighborhood given the plan they have submitted. Their proposal will provide the community with a public transportation facility in a better location than exists today and should be safely accessed by pedestrians and vehicular traffic. The proposal should not interfere with the use and development of neighboring property and the design of the facility meets required building and landscaping requirements. Their proposal should also conform with the applicable regulations of the district in which it is located. In general we believe the proposal meets the standards for special use permits contained in the City's Zoning Ordinance. A public hearing has been scheduled with respect to this special use permit and notices have been to surrounding property owners. RECOMMENDATION We believe the plans are generally in order and approval is recommended subject to the following conditions: 1. The building plans are subject to review and approval by the Building Official with respect to applicable coded prior to the issuance of permits. • 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 supporting financial guarantee in an amount to be determined based on cost estimates shall be submitted prior to the issuance of permits to assure the completion of site improvements. 4. Any outside trash disposal facilities and rooftop or on ground mechanical equipment shall be appropriately screened from view. 5. 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. 6. An underground irrigation system shall be installed in all landscape areas to facilitate site maintenance. 7. Plan approval is exclusive of all signery, which is subject to Chapter 34 of the City Ordinances. 8. B -612 curb and gutter shall be provided around all parking and driving areas. • 1 -15 -04 Page 5 9. The applicant shall submit an as built survey of the property, improvements and • utility service lines prior to the release of the performance guarantee. 10. All work performed and materials used for construction of utilities shall conform to the City of Brooklyn Center current Standard Specifications and Details. 11. This special use permit is granted for a public transport ion terminal as indicated in this application. Any expansion or alteration of the use not comprehended by the zoning ordinance shall require an amendment to the special use permit. 12. This special use permit is subject to all applicable codes, ordinances and regulations. Any violation thereof shall be grounds for revocation. 13. Appropriate erosion and sediment control devices shall be provided on site during construction as approved by the Engineering Department. 14. The applicant shall obtain an MPDES construction site erosion control permit from the Minnesota Pollution Control Agency prior to disturbing the site. 15. The final plat combining this site into a single lot shall be approved by the City Council and filed with the County prior to the issuance of building permits for the proj ect. • 1 -15 -04 • Page 6 t�tt��1SEEM //ww�.� Im - ,�.� E� #� s it �►,� �,, son `'f �1.tt - .....:...:.... t. s � MIN • w WIN WIN �w MEN /M ��■ �� ..+� �` a.�■ r�,a..� .tea. ela. i.m ■� t• WEE ii• �■� t!9 �� • OR = � i•on mom : O . • • • fit•] ;,' �If ° 'C i • i ME NEI or SEW _ �►p .!�• mom, so NE ill � : - • • � ,.'"'•- ♦ ♦����'� ♦ ♦ ♦ ♦!���'` �,�� � =� � . �► . � �, � ,� : ��♦ ♦ate ����,��' ���� /e� � � . Or �� . •� ,.`p t•� t• IN OOOP ME So • •' • !� . � � � ,+-'" � ! 111 IIIIIIIIIIIt1� � �: � - / .' 111111�'��1 ©Irt1111� tom' es _ = .ter .ra. �� �■�.�� ...+n .. 1 �� ; �` = d ', �C ��� ■■ ■1/11 �M I 1,� `' / _ -ti II�I ��! �� �� tea• No ME WE 0 KNOWN MEW a It!����11: ■:� � ' IIIIt111�1e � �. ' � : o. e r a i r �S F a - a METRO TRANSIT BROOKLYN CENTER TRANSIT CENTER D BROOKLYN CENTER, MINNESOTAg= MCES FILE NO. 03PO85 a 2003 ; INCLUDING STORM SEWER, GRADING, SANITARY AND WATER SERVICES, CONCRETE CURB AND GUTTER, BITUMINOUS AND a CONCRETE PAVEMENTS, SHEL TERS, TRANSIT CENTER BUILDING, LIGHTING, LANDSCAPING, AND MISCELLANEOUS 9 WORK E >�� E a�e� A M 63 � yY YIp uLL 8 PROJECT DRAWING INDEX DRAWING SYMBOLS 0101 PROJECTTRLESHEETANDINDEX p g1u POWER /UTILITY POLE P CIVIL 0001 EXISTING CONDDIONS, EROSION CONTROL, S ANCHOR WIRE ' C101 AND DE OUTIDH m ¢ e PROJECT LOCATION MAP LIGHT C102 SCOR GPLAN GE PLAN ELECTRICAL NANDHOLE /SERNCE PANEL m Cl SCORINORAN F' C301 GRADINGPLAN TRAFFIC SIGN .. U01 UTILJTY PLAN 0801 DETAILS TELEPHONE MANHOLE O C802 DETAILS C803 DETAILS SOIL BORING C801 DETAILS C803 M T STANDARD SHEET SANITARY SEWER MANHOLE ® C808 MrYDOTSTANDARDSHEET C807 MWOOT STANDARD SHEET STORM SEWER MANHOLE D) K CATCH BASIN p m LANDSCAPE L101 PLANTINGPLAN Z GATE VALVE " LA01 PLANTING SCHEDULE AND DETk S V HYDRANT ,-0 LS02 SITE FURNISHINGS AND SIGN DETAILS TREE Q V) Z SHRUB o ARCHITECTURAL A101 WINA101 MAINFLUOR NN r WATER LINE — ► AT= MEZZANINE PLAN rj A201 BUILDING ELEVATIONS 0_' SANITARY SEWER ® A301 BUILDING SECTIONS O VJ 0 STORM SEWER 0 -® W BURIED ELECTRIC O BURIED GAS THIS PLAN SET CONTAINS 2I SHEETS. LZ r BURIED TELEPHONE Y O BURIED CABLE TV O It EXISTING CONTOUR GO CURB AND GUTTER G101 A a7 LEGEND a LOCATION. THE STING TOPOGRAPHIC FEATURES MAY NOT BE EXACT TO THE 1. EXISTING TOPOGRAPHIC FEATURES SHOWN ON DRAWINGS ARE TAKEN FROM SURVEY PERFORMED BY /�/O \ � BITUMINOUS TO ¢ OTHERS. Da CONTRACTOR CONTRACTOR IS RESPONSGE FOR VERIFYING CONDITIONS OF THE SITE AND SHALL IMMEDIATELY �y1 . ® BE REMOVED K NOTIFY THE ENGINEER OF ANY DISCREPANCIES FROM THE DRAWINGS. A Y �Y / CONCRETE TO 88 3 2. THE OWNER NOR THE ENGINEER WARRANT THIS INFORMATION 70 BE ACCURATE OR COMPLETE, AS \ \ BE REMOVED THE CONTRACTOR, IN COOPERATION WITH THE APPROPRIATE UTILITY COMPANY, IS RESPONSIBLE TO t_ VERIFY LOCATION, SIZE, AND DEPTH OF ALL UTILITIES PRIOR TO ANY CONSTRUCTION ACTIVITIES. \ \ � \ 1 AT LEAST 48 HOURS PRIOR TO CONSTRUCTION ACTIVITY IN THE AREA OF THIS PROJECT. THE E CONTRACTOR SHALL VERIFY THE EXACT LOCATION ME) DEPTH OF ANY UTILITIES WITH THE APPROPRIATE COMPANY. LOCATIONS AND INFORMATION CAN BE OBTAINED BY CARING GOPHER STATE ONE CALL AT 8DO- 252 -1166 OR 651 - 454 -D002 R E ; �_pJN� \r SALVAGE AND RELOCATE* K 4. ALL EROSION CONTROL MEASURES SHALL BE INPLACE PRIOR TO ANY REMOVAL WORK AND SHALL BE 7�\. E REMOVE GATE \ MAINTAINED UNTIL THE POTENTIAL FOR EROSION HAS BEEN ELIMINATED AS DETERMINED BY THE k ENGINEER. SEE SHEET C301. ro: SE`SHEET 04.01 \ Y. 5. THE RELOCATI ON AND /OR PROTECTION OF ALL EXISTING UTILITIES MUST BE COORDINATED BY THE \ \ \ \ ENT C S gE TION / J A CONTRACTOR AND ANY COSTS FOR SUCH WORK SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. DETAIL ` /C601 tl5 NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR EXTRA TIME AND EFFORT OR PROVISIONS f f E NECESSARY TO WORK AROUND OR UNDER ANY UTILITIES. X ., REMOVE SHRUB S g K 6. UNITS OF WORK ARE AS SHOWN ON DRAWINGS. RESTORATION OR REPLACEMENT OF ANY PAVEMENT, •{.}�'�P'•.•., INSTALL PROTECTION (TYP. OF 2) ��3 3 TURF, UTILITIES. OR OTHER FEATURES OUTSIDE THE UNITS OF WORK THAT ARE DAMAGED DUE 70 THE CONTRACTOR'S ACTS OR NEGLIGENCE SHALL BE AT THE CONTRACTORS EXPENSE. THE EXTENT .sue SEE I TAIL A/C& REMOVE EXISTING ACCEPTABILITY OF THE RESTORATION OR REPLACEMENT SHALL BE DETERMINED BY THE E \ \ \; CURB CONCRETE ENGINEER. \\ \ 8 CUTTER TYP.` YY \ 7. CARE MUST BE TAKEN DURING CONSTRUCTION AND EXCAVATION TO PROTECT ANY SURVEY �\ \ • �` MONUMENTS AND /OR PROPERTY IRONS. \ V & THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN PRIOR TO ANY WORK ON THE SITE. ALL REMOVE SANITARY E \ / INSTALL SILT FEN TRAFFIC CONTROL MEASURE SHALL COMPLY WITH THE UST EDITION OF THE MN/MUTCD AND BE SEWER \ SF�E DF F/FB•O1 CLEARLY INDICATED ON THE CONTRACTORS TRAFFIC CONTROL PLAN. \ \ \ \\ •• y 9. CONSTRUCTION ACCESS I SHE RE BE FROM NORTHWAY. _ n P ff d MOVE EXISTING I' REMOVE EXISTING \ _ TYP. OF J)�� ELECTRIC BOX i o-- RFUIOVE EXISTING : :;•; :�' r� • :�•:r.• .- Q GAS METER I ltEMOVE EXISTING ' / LIGHT POLES — (TYP. OF 4) I REMOVE EXISTING W Z '.� CAS METER I W s REMOVE EXISTING REMOVE EXISTING tI ' / 4 .. •W :: •ti•:•' WOOD FENCE •• CONCRETE SIDEWALK REMOVE AND REPLACE 1 0' WATER MAIN SEE SHEET C4.01 / REMOVE EXISTING �• OZ .4 TREE (TYP. OF 2) q ••� REMOVE EX IS STIN0 REMOVE WATER I <TYP. aF 2) •1� z I 'V i it � o • ..•. ,, I m ol �.I —�.— — '"33 - -.� -•-i -> Te+] •_�•' ::Z! 7— T_T_ �• a- - —s - �-� — _ -- -- — — N —E�_• =_ — — _ - -_ _ — _ —_— REMOVE WATER R SERVICE — _ _ _ — — _ _ _ _ _ REMOVE EIDSiRIC COUNTY ROAD NO. 10 TRANSF I® BASS LAKE ROAD s..l. M ...I I j C0.01 I ❑ ❑ I I I i o 1 +/ O I I YO c 1 ^ I m a I A T III I e5.49' + + n j + �s a 0 I I +® I+ 1� �OOSN + + g \��,\. o Zt nZ�O N �!� /� °Lyo 8 219 ,U• J I i o O I YO c ^ m j + �s a 0 .:I + g I I J C > z M 1 1 M20. a❑ r I i U ;U z I I I Ab �d y e * 3 o i S n k METRO TRANSIT �L 9anestroo St. vain office w� BROOKLYN CENTER TRANSIT CENTER o Rosene 3335Wes1Mighway36 Anderlik ✓A SC Paul, MN 55113 0 - Associates Phone: 651 - 6361600 7 SITE LAYOUT Fax: 651-636 -1311 emxs�wo, xase.[ xnww uwuna. i.c. �m _ 12— W • • • • NOTES: \ H \ 1. SEE SHEET C1.Ot FOR LAYOUT INFORMATION \ ORp \ SIGN SCHEDULE 3 2. STRIPE ALL PARKING STALLS SHONN ON THE DRAWNO 1WTH ♦' \ N�,,q \ SIM NUMBERS REFER TO MN,1RITfD, y� g3 4 WOE WHITE STRIPES. CONTRACTOR SHALL SUBMIT LAYOUT \ / \ OEOLIBER ml LJKHOH. g [ DRAYANCS PRIOR TO PNNRNC. \ \ SIOI N0. 94TH wLOR 9ZE UTANRTY a J. PROVIDE 1S P.M. EXPANSION JOINTS BETWEEN BACK OF CURB \ \ RI -1 E/HI1E YB AND CONCRETE SIDEWALKS AND BETWEEN SIDEWALK AND FrFIJn• \ ® \ TDP �•''�' 2 6 BUILDING. CAULK JOINT BETWEEN SIDEWALK AND BUILDING WITH ■ TWO PART EL.ASTROMETRIC SEALANT. \ \ \ C !. ALL SIGNS SHALL BE MOUNTED ON FLANGED CHANNEL SIGN H' CONCRETE PAVEMENT /APRON SECTION. SEE y POST UNLESS OTHERYASE NOTED. DETAILS B /C8.O1.� \ \ R7 -8e IXUE 8' MEDNLI BROOM FINISH CONCRETE PAVEMENT \ WITH INTEGRAL COLOR 'A'. SEE DETAIL B /C&O1. \ ... \ R7 -® Q ati 11!•.6' 18 \ .'.'.'... \ BIAOf bi,9 2 8' MEDIUM BROOM FINISH CONCRETE SIDEWALK WITH '.'.'.��'...'. \ LTISfaM - 0 ON JO11Y t 833 INTEGRAL COLOR 'A' MRtE ! ^ S' MEDIUM BROOM FINISH CONCRETE SIDEWALK WITH o, \ �11 a INTEGRAL COLOR 'B' (TRIO A \ \ CVSTpI -2 amUJKE 6MTE 2l'LTO' 1 a ® S' MEDIUM BROOM FINISH CONCRETE SIDEWALK NRI� � ROAD R INTEGRAL COLOR 'C' \ PARKING LOT SECTION. SEE DETAIL CUSTOM -1 ...... +++ + ++ \ \ \ \ / DETAIL \•. �. E /C&O1. ��e.�\ \ D Mee I� CONCRETE 9OEN'Ml(. SEE DETAILS M /C4O1. ` \\ \ N n I L1/ ,, ._: I N • .. .... - \ d N 8 ....... .. .. .. .............................. ................................................... ............................... I O \ cusraM -z I 1 • :.: ... GATETE SCN Of 721, 724NB �`• SHUTRE ® T " GATE 4ON 22 GATE SO/ ®• .GATE SIGN w ... GATE SIGN 8 HIN ... . . . 717 82 i •. Rl -I ~ GATE SIGN I� '.'. ... �' • � : : / 723. 801. 721 726 - �I - _ SHOT 722 v, N V Z A ... �� CC fl O ° .. ...... z s w U z _ y / s �Z ........................ .................................. ............................... U O m COUNTY ROAD NO. 10 I BASS LAKE ROAD �® Sc61R M NO C1.02 NOTES :a I. CONTRACTION JOINTS IN CONCRETE PAVEMENT DRIVEWAY Hp SHALL R A APRONS SL BE NON-SKEWED C{E -D 15' MAXIMUM SPACING. �J 2. EXPANSION JOINTS IN 9' CONCRETE PAVEMENT AND DRIVEWAY APRONS SHALL BE E20 -1, 45' MAXIMUM SPACING AS SHOWN. 3. JOINTS BETWEEN 9615 CURB AND CUTTER AND 9' CONCRETE PAVEMENT AND BETWEEN CURB AND DRIVEWAY APRONS SHALL BE ®` L2KTH. \ {. JOINT IN CENTERLINE OF 9' CONCRETE PAVEMENT SHALL BE \ �� 0 55 LTN 1. // d \:n 5. ALIGN JOINTS IN CURB AND GUTTER WITH JOINTS IN 9' \ \ ggg15 CONCRETE PAVEMENT AND DRIVEWAY APRONS. MAXIMUM JOINT \' 4 SPACING IN CURB AND GUTTER ALONG 9' CONCRETE PAVEMENT k SHALL BE 15'. 6. SEE ­/DOT STMIDARO PLATE 7112 FOR INSTALLATION AND \ /o X C REINFORCEMENT OF CATCH BASINS AND MANHOLES IN 9' / CONCRETE PAVEMENT. ALL CATCH BASINS AND MANHOLES SHALL BE REINFORCED. REINFORCING SHALL BE INCIDENTAL TO THE PAVEMENT. 7. PANEL LAYOUT AND JOINT TYPES SHOWN ON THIS DRAWING MAY BE CHANGES IN THE FIELD WITH THE APPROVAL OF THE ENGINEER. MNW9 PARMNC Lm B. MAINTAIN GUTTER FLAW LINES ACROSS ENTRANCES. 9. Pr l)E Ye' P.M. EXPANSION JOINTS BETWEEN BACK OF CURB D BUILDING. CAULK JOINT BETWEEN SIDEWALK AND BUILDING WITH TWO PAIg E]ASTROMETRIC SEALANT. __ r — __.......... I c �� I n I 1 Y�O� wa�iw� BB I - I 1 �� c ° °c�•8 �C¢ I I ID.ro' I I Vo 1 I I j I I I 1 I r - - _ ___ - __ }___ I I I I 1 ___ - __}___ ___ I - - I I ` I W i 1 U rn Z x - �• 1 1 I I I - ___ __- f� 0 I I I I I I ' Q. . �//) O Z U F___ ___ ___L___ _ ___L___ ___ ___L - __ _ - _ ___L - -- ___ - __L__ ___ ___L___ ___ ___I _ L / W I I I I I I I f - -_ I �, U I I I I I 1 I I Z J Y O O Of in -- G - - - - -- C - - - - -- G- -G - - -_ -- — — — — — — — — — — — — — — — — — — + N COUNTY ROAD NO. 10 I BASS LAKE ROAD �® xa. In fM C 1.03 I - 1. ALL DESIGN CONTOURS ARE FINISHED GRADE UNLESS \ 3 OTHERWISE NOTED. - CONTRACTOR SHALL ACCOUNT FOR ALL IMPORTED \ NO,p \ q PAVEMENT, BASE, TOPSOIL, ETC. IN DETERMINING EARTHWORK REQUIREMENTS. \ �jq L \ k ]. GRADING OPERATIONS SHALL MINIMIZE THE POTENTIAL \ • \ f \ 2 �. ADJACENT STREETS MUST BE SWEPT TO KEEP THEM FREE OF SEDIMENT. CONTRACTOR MUST MONITOR \ \ F \ CONaTIONS AND SWEEP AS NEEDED OR WITHIN 24 / HOURS OF NOTICE BY THE CITY ENGINEER. 5. SEE SHEET CO.01 FOR ADDITIONAL NOTES. \ \ 6. ALL SPOT ELEVATIONS ARE TO TOP OF CURB UNLESS Cy OTHERWISE NOTED. lia \ n 1\ 0; \ 1 MATCH CURB 6 ® ! GUTTER TO E)OSTNC Lj\ BITUMINOUS ELEVATION �/ T` 1 1 ` 1p ey Rq ~ 3 /\ sx n 0.7 I n W RP GUTTER OUT ` ' i "__ � ' ______ cp `\ K II -- • / / TIP GUTTER • 1 1 I W It OUT I- I I s v I I FIFE 854.25 1 I 1 I - 1 ` s i r" 8 ® / 1 ' / / I Z L, U o g I I 1.701 N.89x �� " "9 1 w z r+ ' J ------- 1= 1.-- --- I\ =1-- / TIP GUTTER Wr � LLl Z � Y I 1 .70% 1 -- — — — — — — — — - -- - 855 -- - - - ---- I — �za _,�- _.__�d_sL__ - -- V COUNTY ROAD NO, 10 BASS LAKE ROAD 0 29 a I SmM N fM C3.01 \ \ HART \ re NOTES 1. ALL WATERMAIN SHALL BE 7.5' BELOW GRADE MINIMUM. rig Storm Sewer Schedule / \ $ \ PLACE SALVAGED HYO. \ S 10• 8 X Gv 6• a TEE ox \ WCtue No- Size Detail Notes \ - B �Z EXCBMH -1 NA NA CONNECT TO STRUCTURE °�� H OELEV, 2.35 CBMH - 2 4.0' DIA A /CB04� CBMH - 3 4.0' DIA A /C R CONNECT TO CB - 4 2.0' X 3.0' B /C804 \ \ f \ D(ISTI G STRUCTURE \ � 8 EXCBMH - 5 NA NA CONNECT TO STRUCTURE. ADJUST AND ROTATE CASTING ROTATE CASTING ° CBMH -6 2.0'X3.0' B /CSO4 / \ I'a CBMH - 7 NA NA ADJUST CASTING EXCBMH - 7\ e d y RIN 848.13 EXISTING INV. 841.82 EX i '�.� IN .41 EASRNG aa OJUST CASTING C \ CONNECT TO SANITARY MANHOLE INUNE CLEANOUT SEE DETAIL B /C802 E %CBMH ADJUST RI49.40 E70STINC 2 I GATE VALVE RIM M 8 849.31 PROPOSED 3\ C y e 4 V1 CONNECT TO E00STINC ® NV. 846.27 12 \ \ ° LL N '+ (/ 10 CAST IRON WATER MAIN \/ R `� / (\ H m Y ,D GV a BDX. \ \ `�' EXCBMH -T A I I \ RIN 848.77 153' - 12• RCP 0. 5 0 LOOS CBMH -2 /I\ V ar N W p \ \ CONNECT TO c a p RIM af {* W I CBMH -6 IN 845.25 EXISTING STRUCTURE mCQ'G EXCBMH-1 RIM 851.60 \ \J i & INV. 847.80 10 45' BEND 1 C 137'-6• PVC 10 22V BEND 43, 4W SDR 35 O 4.8071 a- 5 O 5.30X gg 71 M B y o I fi -- a I - - - -- ® w -,s - -- - - '--r— - - - -� - - - -- �% s ' FFE 854.25 NN 8 ® COPPE -, WATER SERNCE RI M6 1, 1 SEE DE 7A6- A 80 INV. 846.2 / ~ a S CURB S O I I STOP a BO% 195' -10 DIP //"/ Z CB -4 / W RIM 852.34 J U 207 - 127 iv - -- - 5-0 1.007 Z g / o of —I I I — — I — — — —. I gip✓ a } I m �..� 4+- -- _ iasJ ° � y: �T- 7 —T -7— — — — — 10 X 76 HYDRANT — — — — — — — — — — — WET TAP WITH 10 % 6' TEE 10 GV a BO% 5' -6 DIP COUNTY ROAD NO. 10 6 GV a BDx BASS LAKE ROAD HYD. 0 E 635'07 0® C4.O1 Z FILN e DUMP ST21PS x 3 1 /2'r 1/2-, $ 2 C r IXPANSgN RESIR/JW [T/4 ' (e mm) 1 04 ROPE, 6' MINIMUM DE Y 5 8' 12 0 2' ( mm) MT rt WASHERS) � � t 38 z' WASHED ROCK f f IL Hl2 CONCRETE CURB AND GUTTER g I 9 la" MINIMUM CUf OFF BERM I S. L. TO MINIMIZE RUNOFF FROM SITE 1 1 /2'r — FABRIC SHALL BE PLACED UNDER ROCK \ 01 FILTER ST 1 /Yr TO ST WW 5T14P OP MUD MIGRATION THROUGH ROCK. u 3 +' (25 mm) ROW 1. [ T. `ROCK CONSTRUCTION ENTRANCE BAC RE.OVAL FRO. NIET aCNE g u 33 R # NOTE: PNOWOE K AV BETWEEN CURB AND B' CONCRETE PAVEMENT ; n O a � LTS`IE �i186T8 CONCRETE CURB AND GUTTER m V IL _ STPIP Ce01 fp SULE i % q y q II�iII NNh�LL& TOOTED COHTR0. PA N) MINIMUM 1/ SHOWN W ESS 41NIMUN ' 1/l THE DeCIO1E55 Of THE SVB . X. 1 /t•• P.M. IXPNISXNI .pMf O ® a ]D' DC. MV. N y e = = e u Y 5' CONCRETE PAVEYEM c N I TI �L' • V I( L�4 CIXlXSE MIXNRE IVAEISD]OB Variable — I CL�ros FRU511ED F IZ' LV5 NON -WEsRW ODUR52 IAKf11RE. LVN HKOB ADA 2R.(red truncated I — I 1 I I — 111=11 e' aAss 5 Aoa EGTE BASE A dome per Mn /DOT atd. COMPACTED SUBGPApE plate 7036F CO4PAClm SUBGRAOE W A PARKING LOT SECTION �M1C SIDEWALK aof NO scuE ° �o 4' MIN d 8 m 9 W DINLET PROTECTION- SEDIMENT FILTER SACK Face GT E%uting Z coot ND srxE Curb Matcn W Width U Va HARDWOOD. -E. PLAN Round all sloped ~ N OR STEEL FENCE POST InomeclJona 60' LONG, 4' MACIAV Tap of Curb -L Z SPACING F GEOTIXTEE FIBRIL SEW STAPLE AND uTN V.ecl bl. Match E %(atIrg a 3 FABRK ANCIpPAGE 1RENCH 6' -3' (6' curb Width cure) O ° 9 BM:Killl 1Rp1LH MIIH 4' -2' (4' curb) 4' -2' 4 b I TANPED NATURAL So', -2 ( cur) U x.08 ft/It I. a&.08 ft/ft elope [� A SECTION B -8 W Z B Varies 4' -0' J TO — TILE Sid ... D n Street Y Rn. i &l In K m 9' NON - REINFORCED CONCRETE PAVEMENT .. Ma% 5 :1 PathWay 13' CIASS S J KG TE BASE. I= O.JSHED M Concrete CWPICIEO SUBGRADE -SLOPE lk _PORT POST _E e' 5' Canorete IM -SITU 500. L. 6' Aggregate Base NOTE: REFM TO M./D. STD. SHEETS AND PAMNG PIAN. SECTION A -A Concrete curb R gutter CONCRETE PAVEMENT SECTION F SILT FENCE G�ONCRETE PEDESTRIAN RAMP Ce01 NO S E Ce01 ND Sf.VE CWt N0 SCVE 1 C801 T fortl Typ. Al ' a � D9l a kcaDD _ - .w�q � R y I vnlvE 90a E, B Q y Ai EP DROP LIO d � ' X R T 9 S ¢ k c Osmpec,se B.Dm. e— '�'`i Waee GB y f D;neac�v aD dddd ,e,l a ! S D �� �I II. DDa ae D °ry • CRP. d. . 9.nk. tY ry„oor sP�.e.a° L- IF -sk T i b. uo.ara aary : °.m:�a. z ' D, 55 r f ° x O ] GDDro• k• ­­1 —d) T SECTiOn 5 P •'.'.• 11�� eau gill mm `a ..�./D°. .,- uen t• . wggnD • w, -eD.tx ••�' aro� I - NS y .km k a. Rotl°.II 1— xJO, C hP Nrck, rHe IDD IMwaaa for TO RUttDINC z2 '' :p�ap 1 pNa DegD« Dwge.Dllon PIPE FOUNDATION & BEDDING IN GOOD SOILS Woler MD�n Concrela BIeN 5 a '^ "Open ° �ye' 'L 1 �i33 A A CATER SERVICE P a�� GATE VALVE BOXES ceox svu _ si 67 EXTENSIONS SHALL BE CLOW- NATIONAL BeDNw°a nxwav - 2450 OR EQUAL 4" TO lo" VALVES NOTE CONTRACTOR SHALL PROVIDE TO THE CITY ENGINEER TIES TO ALL WYES AND TOP5 OF RISERS ALL PIPING FOR SERVICES IN EXCESS OF too' SHALL BE A MIN, E DNA. P.V.C. OR DIP. ToeD C q. � JII Y OOLE SECTION 7 ,T a n zMecatx• Ir in ry vi LL Y 1 Ate P 7� Dear.. run Rare "•' S f ` eeLCw ca.oE M�. I �-�II u " Op1 PIPE FOUNDATION & BEDDING IN POOR SOILS GAlEVIlvfssHMLBEGT.OWF- 1t1 j (IMPROVED PIPE FOUNDATION) ----���� 610D MIALER Axpx0.x0 ME— O �IT� ---I JEE PLATE�Tfpll VnlVES 4 '� PIPE BEDDING DETAILS FOR PVC aouNO°'AB LAREER ceox wp scuE CITY OF BROOKLYN CENTER 3 TYPICAL GATE VALVE B BOX J t xsv. INSTALLATION 1002 LOAD FACTOR 1.5 D r E• mP. a .rxo r.vc LDND r E GATE VALVE & BOX �Np s rraE q „ Z i r_r.ue 0.5 BD mm. W W O MW F' F Z r N r — NOTE —RISEP PIPE SNAIL BE EaTfHOED ABOVE GROUND CLASS C - ,n LEVEL WITNLLT G THEN CUT BACK TD HATCH FINAL N......a Iron Nm cgnOE _­.d .M J �D PIPE BEDDING DETAILS FOR RCP & OIP Q Z o CITY OF BROOKLYN CENTER DATE 12 /91 CLEAN OUT m•"TE ul • STRUCTURE 2008 } J B SEWER SERVICE CLEANOUT Y O svaE O C m mz a. C802 : _— NCTE' L TOP OF ;ini IL: OL GR a ^tanw a!uLl OE 9 a go �fTE er PLM13 ANO , — .IE E.HPWEER 3 £ � � 2F�;�l��MG SIALL BZMEnm Pp AT TH£fAtiORY =z FagIS aPaTYMR_i mt2' -ncx pRiERTaP RAWI �5� �penta0cn Nul avn•4m rpddd � � � S _ ur N0.E msrnonU.!gb 9 ' PoaEmv. +e.w c �- z W YAPJAB'.E I IACZnoH OF vAl_!E SHALL. � � 6E'+YrtMx THE F rPTART EWER -TALL ONF. LENGTH 1 20 ') ! OF DIP. WIRI APPPOPRIATE NATEPIPL I x I ���S'6 AA .W""`° OVER WATEPMAIN OPOSEO STAIN OC rug c .+c �' •x¢ 3 � � � sNMaaY SEwrJi v r WATFROUS mwry aN t mNm a unto ffi ' 1 W081 -2W •:•;:;:;;', PnYt H at w'" I —I I SEEnA GATE AT_ - A - � a —ALL i'tvl0 SHALL 3E 1002 FOR G vAi/L' - CCVPIEtgT EAGPSp PROPOSED DIP. WATERYAP{ gPOL"[TXrL °_NE wPAP— .� CENIFlip NT CAOSSW¢ 4 Y n s WATERMAIN UNDER SEWER OALVGS MAY BEL EO �6 DATE 4ALVE =ZrOn TMNSTNRI TO YECFNL DEPTH j ' IA1110H OF W WPrJ GLOM F -6100, I w e I TYPICAL L MST VEPTITAL I A WELLER A- 2]TO -Y q x b '� SENDS AS REOOMEO.' Tit Nyamnr 4 veln '�!'L S 3 n w y -h —m PaN n H c y &J F C� re vvlve r r N pp NOTE + USE OF RETAINER GLANDS OR OTHMLFC MS OF JOINT RESTRAINT ! 0 E? I RWE v ¢e —EO u E ' MAY BE USED UPON ACCEPTANCE BY THE CRY ENGINEER yy ETE BOLTS 1•. $ !! I ^gy arviv eW a ° °° fi = T a �� elecw` s:PW6 WEEP HA S wmnI w mEn TA CITY OF BROOKLYN CENTER CITY OF BROOKLYN CENTER ' M WATERMAIN FL An p^TE42/91 BLOCKING OR JOINT RESTRAINT CITY OF BROOKLYN CENTER E REV. STORM OR SANITARY SEWER CROSSING 1004. RE FOR WATERMAIN 1003 nn� sroa TYPICAL HYDRANT AND GATE VALVE REV. INSTALLATION I 1001 - A WATER MAIN, STORM OR SANITARY SEWER CROSSING , n ,BLOCKING OR JOINT RESTRAINT FOR WATER MAIN C_ TYPICAL HYDRANT AND GATE VALVE INSTALLATION cew No scut ceps No scuE coos No scut W Z w H H (n N 0 Ir W Z U J O O cc DO C803 l— Variable »e pw.) 1 X_o WXIG!' SLA8 Q­NG eLE F-0 c..� *7 Z 7 .. ..... ....... If 1,14• PLAN -T T, 2• ... Bale o Yin. 2 --d dl... 4' 24 ...... .. A:lr—d C_, E D=. ll g—ld 4 ma%. ale *Zd 7 n A l� SECTIO W. B TYPE 11 CATCH BASIN o �p ..... .4 CITY OF BROOKLYN CENTER CITY OF BROOKLYN CENTER I DM 12/911 PLAIZ Mpg REv, 30 CATCH BASIN MANHOLE 04 400 PLASTiC MANHOLE STEP 9 LA G­ f 1/2 gTCH BASIN MAINHOLE ,l ft .., . 0 g— MANHOLE STEP 2* =. — Z v) EL6bl w Md. st— . I-- % Z < cave p equal (n z 2l ea. 2 M.. _EA OBAeI »1H (RATE JGSAY 8• w 32226-M7 APPROVED Swb .eh #L� a 5• E,=, L) z E E__ m_ WlL. SOW ­DNG C� Z 5• c➢xCi m _j c"­ 0 4•-0"p AM cn F4­.. be ca as 14nh 4* PVC C. CTI044 TO SEnO 14 (4 &RAI�N INLET (�ST SEWER MANHOLE c E C804 OUIRED DIMENSIONS A NOTES - JOINT TYP SVERSE "A" DIMENSION SHALL APPLY AT HROUGHOUT ® BITUMINOUS CRETE B "C" ➢EPTH. IN IT ION, THE T13P CORNERS O .. II Z SURFACE BASE NOMINAL OF THE PRE SEALER SHALL BE PLACED NOT _ _I DOWEL BA SEALER SIZE USE IN ALL 3 /8" u OQ SPEC. L IN, NOR MORE THAN 5/16 IN. BELOW THE A O.BO" X0.11" -005" REFERENCE MEN SURFACE. .Y.., B 0.08'! 0.02•' a 3721 %.�a� ___ •i' C 0.60" MIN. SHARP INTERNAL CORNERS WILL NOT BE PERMITTED. ALL . � U w D 0.80" MIN. CORNERS SMALL BE PROVIDED WITH SUITABLE FILLET. TUBE DOWEL SLEEVE WEB AND VAL TY CURRENTLY APPROVED CONFIGURATIONS ARE ON FILE IN . THICKNESS, 0.03" MIN. CTORY INSTALLATION THE MATERIALS ENGINEERING SECTION, MINNESOTA L i/2 - 3 1 1/2" (EI UNLESS NOTE IN JOINT ( 5 CELL MIN. > NT OF TRANSPORTATION.' ORAL EM-1 EI -1 I (E2 ) //1�/ //������ /� 3 /� ��y�B �� WDOWELS) WIG DOWELS) IDB L E2DB EIR L E2B VYNBAwrM � 6MM DFt X A ELS) WO DOWELS) PREFORMED ELASTIC TYPE D /��� TOP OF RH2O 1/2' In 01 O Jaw TOP OF fl /8 , - 1/16 ") "r I_T� DErAL �B! r1 „0 TO PAVEMENT 2 I I P SEALER �rY�� -r ! VY����� �n BELOW PAVEMENT A tfi m tm TA= 2” A WA L DAR TANX SURFACE O CLASS DESIGNATIO JOINT CONCRETE JOINT PAVEMENT WITHOUT WITH DETAIL SEALER THICKNESS BASE DOWEL BA (.,, 2 1 1/B INSERT DOWELS DOWE A UNSEALED T JOINT DEPT DIAMETER R C2B C2B -D B 3725 6 "- 6 -1/4" 1 -1/4" DU ORAL A AL n ORAL C C2x C2 % -0 B OR C 3725 6- 1/2'• -10 -1/ " 2'• 1 -1/4•• 4 )••I I • 1 SECTION • 2•. 4 1 SECTION FORMED 6 SAVED SAVED FORMED C3D C3D -➢ D 3721 10- 1/2•' -12 -I " — 1 -1/2•' +FI►- THRU CURB HRU CURB ( INSERT TO BE REMOVED) C3X C3X - D C OR D 3721 13" - 14" — 1 - 3/4" E2D - I E2 - 1 �1 4 - C4E C4E -D E POLYMERIC ( W /DOWELS) ( W/O DOWELS) C D DOWELS ) ORAL C AL D FINAL SAW CUT 3/8" 3/8" X 1 - 1/4" 4 iv LEGEND EXAMPLE C2B -D C = CONTRACTION JOINT 2 "04 1 f 1 FILL WITH MCI SEALANT TYPE POLYMERIC 1 • UNSEALED 2 I JOINT SEALE 2 ` 3725 3 = 3721 BACKER ROD 4 • MOISTURE CURE • (•'_ MUST BE POLYMERIC 1/8 WIDER LETTER • DETAIL DETAL D THAN JOINT X MORE THAN 1 DETAI SAWED -D = DOWEL HAR 2'• 1 !/8' tam ( WEDDVELS SEE DETAIL Q1 DESIGN C3X OR C3X -D -PRIOR TO INSTALLING PREFORMED JOINT SEALER IN THE FORMED JOINT ORAL E ( DETAIL C ), THE JOINT SHALL BE WIDENED TO A _ —_ SAVED NOMINAL WIDTH OF 3/8" BY SAVING ALONG THE FULL LENGTH OF THE FORMED JOINT. DESIGN C2X OR C2X -D -PRIOR TO SEALING FORMED BAR ASSEMBLE /�� JO H M IY INT ( DETAIL C ), WITH HOT POUR SEALER, DOWEL R�B ��� �� rBB SYB/iwr � N D THE JOINT SHALL BE WIDENED TO A NOMINAL WIDTH i+rAMY�9 Miw B� !N t£ If= AT i mR JOIN�S LS V 6'� BY ALONG LENGTH OF C WITH DE WI NHOUT JOINT SEALER tam AT RIGHT ANGLES TO THE LONGITUDINAL JOINTS, THE FORMED JOINT. THE SEALER SHALL BE FILLED ➢OVELS DOWELS DETAIL SPEC. © PREFORMED JOINT FILLER MATERIAL, EXCEPT AS NOTED BELOW. WHERE THE CONCRETE TO THE SAKE DEPTH AS SHOWN IN DETAIL H. SPEC. 3702 E10 -1 EI -1 A 02 © JOINT SEALER SPEC. 3723. TOP OF SEALER. PAVEMENT OR BASE, THE CONTRACTION JOINTS IN © DESIGN CED OR C2B-D -PRIOR TO SEALING JOINT ElOB EIB B UNSEALED FLUSH TO 1/8 IN. BELOW TOP OF PAVE MEN BASE IS CONSTRUCTED ADJACENT TO EXISTING T THE NEW BASE SHALL MATCH THOSE IN THE EXISTING < DETAIL B) WITH HOT POUR JOINT SEALER, A E2D -1 E2 -1 C Q SURFACE. MAKE TOP OF SEALER FOR CURB PAVEMENT OR BASE. EXCEPT THAT THE SPACING STRIP OF PAPER I /2" VIDE SHALL BE PLACED E2D8 E2B B UNSEALED SECTION E JOINTS FLUSH WITH SURFACE ON THE BOTTOM OF THE 1/2" VIDE JOINT. ! SECTION IN SHALL NOT HE LESS THAN IS FT., NOR MORE THAN E4-1 D 2 30 FT. Q3 WHEN USING PREFORMED JOINT SEALER, THE DEPTH E4D-1 E 03 DOWEL BAR ASSEMBLY, SEE STANDARD PLATE SHALL BE 1/4" MORE THAN THE PREFORMED SEALER, 1103. JOINT WIDTH TOLERANCES + 1/16 IN. AND - 1/32 IN. WHEN COMPRESSED, TO FIT THE JOINT DESIGN WIDTH. 4 LEGEND ,DINT WIDTH IS EQUAL TO HALF OF THE JOINT 4 THE JOINT FACES SHALL BE CLEANED AND DRIED BY EXAMPLE O Q E ` EXPANSION JOINT E1D -1 NUMBER IN 1/2 IN. INTERVALS SANOHLASTING AND AIR BLASTING. PRIOR 70 NO JOINT REFERENCE `L HOT POURED SEAL (I e . El = 1/2 IN., E2 • I IN., E3 • 1 -1/2 1 SEALING THE JOINT, A I /2" DIA. CLOSED CELL III Q E4 = 2 IN, ED 4 IN. ). BACKER ROD SHALL BE PLACED SUCH THAT THE TOP -1` HOT POURED SEALQ II��. DOWEL BARS S EE THE FOLLOVING STANDARD PLATES AND • WEL BARS STANDARD PLAN SHEET FOR ADDITIONAL DETAILS OF TILE BACKER ROD IS I /2" BELOW THE SURFACE D DO JOINT REFERENCE Q5 SPACE FROM END OF BOWEL BAR TO END OF DF THE PAVEMENT. POLYMERIC SHALL HE TOOLED S ` CONCRETE BASE EXPANSION JOINT SLEEVE TO BE EQUAL TO EXPANSION JOINT DOWEL BAR ASSEMBLY, 11031 CONSTRUCTION OF INTO THE JOINT MAINTAINING A SEALANT HEAD S •COT SILL H NCREE WIDTH. EADER JOINTS, 1150) AND CONCRETE MAINLINE/ THICKNESS OF I /4 ". RAMP PAVEMENT, 5- 297.217 & .219. 5 FOR UNBOED OVERLAYS, THE HINT DEPTH 'p' SEE PAVING LAYOUTS IN THE PLANS FOR JOINT Q RU SHALL BE T/3. CLASS DESIGNATION TO BE USED AND SPECIAL FOR CONCRETE PAVEMENT, THE JOINT DEPTH 'p' cft� jam REINFORCEMENT REQUIRED. SHALL BE T /4. DESIGN E ITAN- SHEET )Q TIttE MOW .mint A srAVpASp An•mvEa CONTRACTION ( DESIGN C ) AND EXPANSION ( DESIGN E , > Mme R CI Y/9 � JANUARY 25, 1993 DESIGN C REVamN �� 12 -21 -99 cm SEE o DETAIL A KEYWAY LilL17LLVLLYm 4A/YLL CLM �. Lomm YwR �r SEE D IL D FOR L2KT XTAL a ,FACER i Om W � ( BASE R D E BARS (1X1 .HINT FOR BASE TIE BARS Elm TALE@ CLASS DESIGNATION JOINT JOINT SEALER CONCRETE WITHOUT IT y[TH KEYVA BUTTED DETAIL so NS NT BASE TIE BAR TIE BAR L TIE BARS JOINT DEPT } T L 7 j } —_ %';,`�,'• L1H LIT H B 3723 9 LIBU LITBU A OR B UNSEALED 2" L2KTH 0 DR E 3723 1/ 2-1/4" � ` L �yw L2KTS C POLYMERIC 1/ 2 -1/2" LAM L3H D OR E 3723 1/ " 3" L3S C POLYMERIC L4S F POLYMERIC SEE DE A, L OR E FOR L3 E DETAIL LEGEND JOINT REFERENCE NUMBERS < NO JOINT BASE B ED L =LONGITUDINAL JOINT 1 • SAVED TO A DEPTH OF t/3 ` a NO. = JOINT REFERENCE 2 = KEYED CONSTRUCTION JOINT , K KEYWAY 3 BUTTED CONSTRUCTION JOINT T -TIE BARS 4 •SAVED TO A DEPTH OF t/2 B = CONCRETE BASE U = UNSEALED �n� H :HOT POUR u ` S :MOISTURE CURED POLYMERIC ALL REHARS ARE IN METRIC DESIGNATIO 5 TIE BARS FOR LITB JOINTS SHALL BE THE SAME SIZE AND SPACING AS SHOWN ON STANDARD PLAN SHEETS 5- 297.217 L .219. XNSEALED) AL SAV CUT 3/8" EXCEPT WHEN NOTED OTHERWISE IN THE PLANS, THE 1 /8" TIE BAR SPACING FOR ALL L2KT AND L2KTB JOINTS 3 ' X I -I /4" 'o SHALL BE 2' 6" C. TO C. AND BENT 60^ AS SHOWN. II TIE BARS IN THE L2KT AND L2KTB JOINTS SHALL BE FILL H T JOINTS _ + THE SAME SIZE AND LENGTH AS USED FOR THE L1T OR JO[NT SEA POSITION IN FIRST SLAB L1TB JOINTS, WHEN TYING PAVEMENT TO PAVEMENT OR BASE TO BASE. TIE BARS IN THE L2KT OR L2KTB BACKER ROD MU 5p { 1� H JOINTS SHALL BE NO. 13 X 2' 6 ", WHEN TYING CURB L HE 1/8" VIDE n ~• 6U^ GUTTER TO PAVEMENT 1R BASE. THAN JOINT ] L2KT OR L2KTB ALL TIE BARS SHALL MEET THE REQUIREMENTS OF '• ° � GRADE 60 FOR AASHTO M -31 OR M -53. FO(SAVE➢ L SEALER, SPEC. 3723) KTA� BAR POSITION IN SECOND SLA vt H NORMALLY, TIED PAVEMENT WIDTHS SHALL NOT EXCEED ( BASE JOINTS UNSEALED (SAVED) u 4 LANES, EXCEPT BRIDGE APPROACH PANELS AND TZ W XTA PAVEMENT TAPERS. L�L� JOINT WIDTH TOLERANCE IS + 1 /16 IN TO - 1/32 IN. SPEC. 3723 SEALER - TOP OF SEALER FLUSH TO - 3/16 IN. BELOW TOP (IF PAVEMENT SURFACE. 3/8" 3/8" FINAL SAW CUT 3/8" 3/8" X 1 -1/4" Q1 THE JOINT FACES SHALL BE CLEANED AND DRIED BY 101 i\t SANDBLASTING AND AIR BLASTING. PRIOR TO _rr fIl ITH SEALING THE JOINT, A CLOSED CELL BACKER ROD Z POLY L CAPABLE OF WITHSTANDING SEALANT TEMPERATURES JOINT E OF 400 DEGREES F, WITH A DIAMETER 1/8 IN. LARGER THAN THE JOINT OPENING, MAY BE PLACED 1/2- IN. Q BACKER ROD M BELOW THE TOP OF THE PAVEMENT. BE 1/8" WIDER 02 THE JOINT FACES SMALL BE CLEANED AND DRIED BY THAN ,HINT SANDBLASTING AND AIR BLASTING. PRIOR TO 2 sup& ! SEALING THE JOINT, A 1/2 IN. DIAMETER CLOSED CELL i BACKER ROD SHALL BE PLACED SUCH THAT THE TOP ( FORMED L SEALED ( SAVED L SEALER OF THE BACKER ROD IS 1/2 IN. BELOW THE SURFACE OF SPEC. 3723 ) SPEC. 3723 ) THE PAVEMENT. POLYMERIC SHALL BE TOOLED INTO THE JOINT MAINTAINING A SEALANT BEAD THICKNESS OF 1/4 IN. 03 FOR CONCRETE PAVEMENT THE JOINT DEPTH "B" SHALL BE T/3 INCHES. R£TA& F GINUOL Timm < SAVED) SEE THE F0.LOVING STANDARD PLATES AND STANDARD PLAN SHEETS FOR ADDITIONAL DETAILS DOWEL BAR ASSEMBLY 1103, PAVEMENT KEYWAY 1141 AND CONCRETE MAINLINE /RAMP PAVEMENT 5- 297.217 L .219. SEE PAVING LAYOUTS IN THE PLANS FOR JOINT CLASS DESIGNATIONS TO BE USED L SPECIAL REINFORCEMENT REQUIRED. srwlwRL S T M6 H99:. TIRJi L-LF ( L DF fILL ■ I%Vg Jam STANw APPRGVCD LONGITUDINAL ( DESIGN L ) JANUARY 25, R[ -2 00 h3 -2000 c j • • DIRECTION OF TRAFFIC DIRECTION OF TRAFFIC DIRECTION OF TRAFFIC 13.0' 13.0' 15.0' 13.0' 15.0' 15.0' EDGE OF PAVEMENT r% EDGE OF PAVEMENT EDGE OF PAVEMENT 00 BAR ASSEMBLIE SEE ET _ FOR DOWEL DIAMETER 4 - NO. 13 R AR SI LITH LITH s LITH LITH T FOR T5 1. 1H" 4 - NO. 16 REINF. B MIN. FOR T> 10 N i 24„ 3 EQUAL SPACE 24 o MAX. MAX Y 18" MIN. N0.13 TIE BARS AT 2' 6" SPA I 18" MIN. ? 18" MI NO.13 TIE BARS 2' 6" SPA IS' MIN. N FOR _ 10" ^� FOR T5 10" NO. 16 TIE RS AT 2' 6" SPA N0. 16 TIE BARS AT 2' 6" SPA ING FOR T> 10" T> 10" L4E C4E C4E- C4E-D L EDGE OF PAVEMENT EDGE OF PAVEMEN LA PAVEMEN OF A NAOLM MVINM VANaM MVDW UNDOWELED DOWELED OENWAU. NEED ALL REBARS ARE IN METRIC DESIGNATIO S SEE TYPICAL SECTIONS AND PLAN SHEETS FOR CROSS SLOPES AND PAVEMENT THICKNESS, T. WHEN RIGID PAVEMENT ADJOINS FLEXIBLE PAVEMENT, DIRECTION OF TRAFFIC BRIDGE APPROACHES, R. R. CROSSINGS OR OTHER TYPES OF FREE ENDS, THE FOLLOWING MODIFICATIONS SHALL BE MADE THE FIRST OR LAST 10 JOINTS SHALL BE 15.0' 15.0 DOWELED CONTRACTION JOINTS, C4E -D. DOWEL BAR ASSEMBLIES, WHEN REQUIRED, SHALL BE EDGE OF PAVEMENT SIMILAR TO THOSE SHOWN ON STANDARD PLATE 1103, ALL REINFORCING BARS SHALL BE EPDXY COATED IN 13' 0" 4 I ' " f DRIVERS RIGHT) 4 LANE DIVIDED- 27' VIDE ACCOR ➢ANCE WITH SPEC. 3301 AND SHALL MEET THE 12' VAY TRAFFIC- 24' VIDE REQUIREMENTS OF GRADE 60 FOR AASHTO M -31 OR M -53. 13' 6'• l3' 6^ 2 MAY TRAFFIC- 27' VIDE FOR ADDITIONAL REINFORCEMENT OVER CULVERTS, SEE STANDARD PLATE 1070. �i SLOPE LITH I SLOPE /2 R• TIE BARS- FOR 1 ' a i US E NO. 13 BARS 2' 6" LONG, AT 2' 6" SPACING. •�,, •,., , .,, , „ . .. T <_ 10" USE NO. l6 BARS 3' 0" LONG AT 2' 6" C4E -D DOWELED C4E -D DOWELED SPACING FOR T> 10". C4E UNDOWELED C4E UNDOVELED TIE B T/2 ' I" SUPPLEMENTAL PANEL REINFORCEMENT PLACE IN PANELS WHERE PAVEMENT WIDTH EXTEEDS 15.0' WITHOUT A LONGITUDINAL JOINT. AND IN THE MIDDLE LANE(S) MERE TIED PAVEMENT WIDTH EXCEEDS 4 LANES. USE NO. I BARS FOR PAVEMENT THICKNESS 10" OR LESS. USE NO. 16 BARS FOR PAVEMENT THICKNESS GREATER THAN 10". EDGE OF PAVEMENT PLACEMENT DEPTH SHALL BE PLANNED T/2 , I", NO MORE THAN TWO LANES SHALL BE PAVED AT THE MVmff ! ". TM a � vmm SAME TIME. B t�R1 �Fi��n srwMnu sXECi 14L 5- 297.217 �, E �,W MST srAVOwm APPROVED 15.0 FT. PANEL LENGTH OCTOBER 1, 1990 r{IIE� N 31W 0.1TE cm 1 - - 2000 /I a ao rrIe 00 U IvJ I� d � �.I O e / / / / / // / 4 / % 4" Es i Oi • • METRO TRANSIT Bonestmo I St. Paw office aRana w �^ �s:Y"nsAmwunn e BROOKLYN CENTER TRANSIT CENTER 0 Rosene Anderlik & 3335 West Highway 36 St. P,W, _ ASSOCiatW MN 55113 Phan,: 651-fi36-4WO wu PLANTING PLAN E,gMeert ! n,cmem Fax: 653- fi3.U11 PLANT SCHEDULE PLANT SCHEDULE COC DTI.. BDIAHCAL NAME COMMON NAME SIZE ROOT REMARKS F gx CODE ON. BOTNiIGL NAME COMMON WE ARE ROOF REMARKS PERENNIALS b66 7!!i ttt TREES NNR 21 HE omwAlIs 1DPPY TLTUMIY LIAPPY RETeB11 DAMILY 1 I:A. ODNf. SEE PINlS AF s ACER K FREE/IWE MffTERSAm AUTUMN BLAZE MARE 2.5 —. 0 • B FULL CROWN HAP 50 HEMEAOCALLIS TAN PEAL' MA PFN4 81YLLY 1 CMTf. 9EE PANS FA 11 FTTAONIA AMERICANA AJNMN AUTUMN BLAZE ASH 2.s CA. B ! B FU. CROWN HPY so IETIEAOOI2IA 'PA" ME ►ARDON YE BAYLIl7 1 aAE. DONE, SE TRAINS E l i MM 2 MALUS ?TALWI' MANX FI C CRARA PU 2 FiM. e a e rum CROWN ON 2D RIASCKW 'COLDSIRIRP BIA4TE EYED susAT 1 CAL CONE. SEE RAMS E, MP a MALUS 'PRVREFKLC RBAAEFIRE CRABIPRE 2 CN. B k B FLAIL CRORII M M • PICG GLAUCA OENSATA 0 AGK HILLS SPRUCE S W. e a B lY / TW YONGOUCW NARVEsE GOLD HARVEST GOLD IROE/l 24 CN-1 B a B I FULL CROMTI TREE CRATE CONCRETE WALK v S SHRUB °R CURB i G G 2f RUB ABA SATIRIC RED GNOME DOGNMOG s DA. CONE. ' a 17 wRNUS S R A9M5/ IR RON ODCwwOO s x w r SF 1T .— FOE LIM/f SPRIFA 3 DA. CONE. — R CONCRETE SIDEWALK A�3' SG 17 SPIV K GOIDMO COLDYOLMO SPIRFA s GA.. GONE, 5 5V if SYRNG WLGAR6 PRAIRIE PflrtE LR/IC s d CON". C.I. TREE GRATE AND FLUME Yg 3 tA, WTH SUPPORTS. NEENAH KX%XX - SOUNMS. APPROVED EQUAL. /� / /� / //� IT 2' -d INSET B !' MN. DEPTH MULCH MICJL 8 A B FLANT, SET LEVEL 1* WIN. HARD WOOD MULCH AND FACED TO PRIMARY VIEW • CONCRETE SAEMNX } $ ~ LANDS 12- TO OIL FAB (P E 3 N Y ^ SEE INSET -B GRAFAA.AR FAIL WN. Z' TOPSOIL (PUWIING BEDS) O = 2 s 'MBORfME'. ON EOWL AT E - I ^ E TYPICAL PLANING BED/ SIDEWALK d ; J • J c ii REMOVE ALL TRUNK NO >ti'11E N n N A! Y MUL C' �EEP MULCH AWAY DOUBLE sHP[DOCD HARDWOOD BARK FROM STEMS/TNUNK S <�: � 12' MN. / MULCH DMMETEP OF APPROPRIATE / R SIZE SEE PEAT FOR LOOSEN, A RI AND REMOVE ADJACENT SURFACES BA LL MATE U- MATERIALS S FROM TOP Of BAIL. CUT AND REMOVE TOPS ONLY .. .' `� <'< t di y W p OF W BASKETS '• " " ` O O C vl W ROOT BALL. WRAPPED t LACED MATH RANTING SOL MIXTURE: UBGPAD S y y� <<. x< f SE m TY Q Q t HATURLL MATERIALS ONLY. SET ON `. I FIRM SOIL SO As 10 BE RIOHiLY HGHER TIMN NURSRY GRADE IN A A 1 CONCRETE SIDEWALK HOLE 2 -3 % BAIL WITH IIffN ROUOIR, < y STEEL EDGNC _ ROPED Soo UNOISTURBm y \ , t'. i UNDISTmBFD i.` S SOD BOR PARENT SOL. 20% ORGANIC SUBGRN]E < G > . " 811e1R1A0E : �` V �i� MATERMl, BACK FILL MIX WITH 5-10 -5 �'� T IS AT IRE CONTRACMR'S OPTION LOWER FERTILIZER. TRMLY TAMP WHETHER OR NW TO STALE TREES. LOWER NAIf TO STABILIZE BILL. 2% - J% HOWEVER. THE CONTRACTOR IS n WATER IN PER SPECIFIDATION RESPONSIBLE FOR MAINTAINING TREES 1' 00. PERFORM PAS IRE GUARANTEE PERIOD. RoIICHIOIIT @TREE GRATE SECTION IN CONCRETE WAL / 1 MIN. HARD WOOD MULCH BALLED ANO BURLAPPED TREE �� HD saEE UTASCAPING FABRIC NO SCALE GRIN" FILL MIN. • TOPSmL L (SODDED MEAD) BEDS) MIN 4- U 1 6 TYPICAL CONTAINER PANT, SET LEVEL ,TYPICAL PLANING BED/EDGING SECTION F Tyr AND FACED TO PRIMARY NEW NO SCALE J' DM (SCAR OR 2 SG. GAVE OR V) N Z STEEL POSE OWBIE SHREDDED HMDW000 BANK z F C3 MT WOVEN POLYPROPYLENE MULCH iN GRASS UT BED, REMOVE UCH AWAY ARBORTE OR EQUAL. TYPICAL TIE OR EXISTING GRASS AND WEEDS KEEP M FROM STEMs/TNUNK Z NAIL. TO POST. BRDAD SPECTRUM. CPANLWM, SEE PLAN NR < FLAGM ME EMERGENT HE UK (TREFUN LyU w REMOVE -ONE PER BURLAP OR EO ADJACENT SURFACES (- J WL) MULCH BENFAIH REMOVE BINDING NTD BImLAP IRON TOP O Z OF ROOT AFTER PUNTING. SEND WINE RCOIILIED BED OF ORGANH: FEy� W O LOOPS DOWN NTO HOLE MATERLN, TOPSOIL AND 5 -10-5 N OTES: E- U MULCH - /' DEEP - SEE SPEC GRANULAR FERTI IN D INTO Y RAINING 504 - SE SPEC. PARENT SOIL SE SPECIFMATgN- may;::: °.; -r " I. AL DE OUTS TREES (INCLUDING dRN41ENTA5) SHAL BE ML C0.0WN < N g TOPSOIL NA FULL FORM MATH A SiflONC CFNTP.AL LEADEN. WNIMUM HEIGHT FROM J ROpT BAIL flEMO/E ALL CONTAINER - U GRAl1E N TRSf BRANCH FOR ALL DELIAUOUS TREES 6 7'. FIELD PRUNING ]C SUBCAADE MAIERIIL AND OISIXTANQE 80015 10 10 ACNIEVE MINIMUM BRANCH HEIGHT MLL NOT BE PERMITTED. EXCEPT AS O 6. 2' X 2' % 21' IN= STAKE SET AT ANGLE ENSURE COMPLETE CONTACT 'MIN APPROVED BY THE !LANDSCAPE ARCHITECT PRIOR TO RANTING. BACK FILL IN SET EVENLY INTO w HOLE 2 -3 % ROOT WIDTH WITH ROUGH, 2. SET ROOIB41 ON FRIA SOIL AT AN ELEVATION SLIGHTLY HIGHER THAN Do REFER TO RAN SLOPED SIDES AT A LEVEL RIGHTLY UNDISTURBED THE HOOT FLARE. TWO ALTERNATE METHODS OF TREE STAKING HICHEfl THAN NURSERY GRADE SUBGRADE J. =L=m ARID SIDES DF MOLE PRIOR 7o PLVTTWG. " i1 e'..MIN ME LLUSIMTCO. BACK FILE. WITH POEM SOL. AMID _ NOTED IT IS AT THE CONTRACTORS OPTION PCONLLED W% ABOVE OR OT[w6E1T0ITLAp1 > W D CT CO�HTACT�WTHH TRUNK. PARENT SOIL, 3DK ORC"N' Z% - JX WHETHER OR NOT TO STAKE TREES. MAIERML AND 5-10 -5 GRAWUWL HOWEVER. NE CONTRACTOR 6 RESPONSIBLE FERTILIZER, SEE SPECIFICATION, FOR MAINTAINING TREES N A PLUMB WATER N PER SPECNICATON PoSIIION IHROUGHOIIT THE GUARANTEE PERIOD. G1CONIFEROUSTREE �1C AINERGROWNPLANANDBEDPREPARATION ND SOME NO SCAE L801 112 1/2' ° `OALVANQED POSE CAP �iJLVANRm POST co A LOOTb °BIK°ETEFACK SEE SIGH $ E' EE SHEET L1D2 BEE SHEET 01.02 jGp 2 1/2' N041NAL DNRETER 2 1/2' ­R­ DNNETER a yt CALVMWZED SEN. b PIPE, N g GALVNR2ED SCM. �° PIPE, Py 1' wwu RE NP. A EMBED W CONCRETE FOORNC DRNE TO ]' DEPDI RxiO S LONG. PAO. AS SIfORN. 3 COMPACTED OR MD BED h CU55 v rr $ SUBGRADE. k AGGREGATE WE J B -IX ANO COMPACT SLEEK €� CONL. f0011NG5: ° B y�(i WOH GFARULVt —ERA MID OIMCNSpNS AS PROVIDE 2• DEEP NON-SHRINK ° MER POST IS DRNBN. /IB'DIA ­ES O ° O ° OQO�O�D ° O ° O O OQO�O ° O ° O ° ° O ° O ° OQO ° O ° 0000, O O ° I FOR ]/8' REB SR ° ° gg t (IS/ INSTALLFA) ° _93 C a III - III - III - III - III - III - III - III - III - III -III ° ° ° D \ , OR PAN NG ARFA LDNLRE E PAKMFM O ° G O ° D D °° I I- III - III - III - III - III - III -III -I I- III -III °° D - L SU p B y G P ' R�LNIEE OR u1��1DRBED TOR OF �E� „2 Baft ° ~i • _ 1 ' C—Rm FOORHD d 71 1 =1 I I -1 I i I I I I I I I I I I I I I I I I CI I II I I I I I I I I I I ICI 11 -1 I I -1 I I I I I I I I 1 I ° III I' q =1 11 =III .. I -- ' I I I —� o� ,; 12' C SIGN POST IN TURF/PLANTING AREA D SIGN POST IN CONCRETE PAVING AREA uo2 Imx L m u { L ( A � N iscwE srRUCIDR Moo¢ /1DDIaz -DO - - a PIBIPUCfpNS ANO BPELR1Ul10N PFA MVIIFILIMERS VI °1 V c� ii N A LOOP BIKE RACK DETAIL LBD2 o al y B.e1 anan rn 2.28 018 w Elf REFER TO PUN MR LOGTpN OF SEAT BENdlES LU W °e U NOTE: BENCN6 INSIDE — M BAC S PASSENGER MAKING THE BWILDING Lam, AREAS OF WILDING . W KU BE PLET KED L F SFAI, FOR S A RUNT, T SF PER BENLN WRH MRE AT StST AT ENDS NDS O O f BFNCH O (n N � AND BETWEEN SUTST Z RD' RADRS OF PLAN VIEW 4 CEMERUNE Of SUPPORT U O 2.51 F I Ly/ K V WON WIRE CND BUT ( W E, F CC U v1 7 d � Z Y O m a - m Ell �' NONZaNrM BACK VIEW 5UPP0 1uBE SECTION PLEKUS 80 1 SURFACE MOUM ASSELBIY - J SEAT 22 DEGREE NARROW BACK 4IWB1 U DSCAPE FORMS, ALL RGI RESERVED. S W 18' MWMRlG IKKES, UIDER COVER PIA PROWDE EIIPANSION —HORS OF WE MID OMENSIER, TO DEVLOK BOLT. ULTIMATE PULL. .. SOW lBS WN. B EXTERIOR BENCH WITH BACKREST uwx L802 77:77n €h y 3�� x n R R n In 44 s £ e �___ __ H-- ___- _______µ______ ___ ___JL____ f I t II II II II 11 11 Y I I I I I I I I I I I I I i /- STlFy CNppY k m 1 II II II II II II I/ SIgUONgE Aapy�, y m ]TEFL COLUMN - II I L - - - - A 0- O'AFi. TV, II II II II T SiELL OANOPY O O a' n --- Amt ---- - - ---- AN+1 D 1 I N.I.C. YVN 4 T 1 NOn1A5 9 v 1 (��' Y AETtlYEIEII �' STEa WIUYN N/ R AJ9t ' �.' C 1 fltn(O.EE 10) TYI. _ SFAnNa y MLLYN COY � ` F TT R }}pp T. • yy 15 �1 �kNlit+i — 01E �p0y t W R � � I1' -]' )•_!• 1 � _�. SE O _IY Aff ® 7Qe:[9p( y_ T PQMIETER m fla W_110A S f6 ' 1' d° . �1TNIC O PpY yEIEA M. 3FATM0 I � I A SY _ N.LG C+�IIOPY O OOOnS Tft+. I 11 II II STEEL COLUMN Y �// ^ ^^ _ - - -- 11 C0.UYy � / II II II 1 p • 'p AF II II �____1 1 II II II II II GOONS Np • �� II ShipE� k Elf 1 II 11 II II II I II II II II II II W II 1 U C C)z Z U z A MNN FLOOR PLAN ® J m o r a PLAN NORTH O scar l® 0 m MAIN FLOOR: 4218 SF CONSTRUCTION: TYPE 118 OCCUPANCY: A -3 (ASSEMBLY PASSENGER SEATING AREA) A101 � >s Mi 8�4 2 1 II II II II II II II 11 II II II Y II II II Ii ^ II II II II II NuCtV�Y 4 � ^ II 17�._S l�q• II II 11 II n $ II II II O II II _ N Awl F x +wl � n SI -�• n n G A ENCiosunE u• -o• Awl a o4$x ooSSA NEVI. 5 /YPS --� I A �� 1A�OER Awl 11 II SfEF>. n W+IYN mie is se u II II 11 o IYP. i1 11 11 11 II 11 11 11 I I I I I I nMl�CIUCWaF/ t �rr II II II 11 II II � Z II II 11 11 II II W u U V) N a Z U A MAIN FLOOR PLAN o e' r PLAN NORTH J O : ice 1'd O m MEZZANINE FLOOR: 400 SF TOTAL BUILDING AREA 4618 SF A77 E 0 � U r§ ) § } § \ | \ } lip � � § \� § ; $ - ;\ _ � ^< ■ .< |\ : » § .: \ ■ � | ; _ | � � \ � . ./ s4 §2- � ƒ /y. \ ` / § \ mm& %�R CENTER � 36 . . . - __ �_e 651-636-4600 5 EXTERIOR ELEVATIONS , -Ml �- E 0 � U • • • P Yypp i u• -e• s-a• m � m _ I z a. r. ,.... z g z R� C ' I c � 1 i c " 6 l _ N 9 _ Z O 2 ON i g 3 z N I I 0 z N I F � 1 - ' I 1a' -C y r METRO TRANSIT Bonestroo St. Paul Office W� BROOKLYN CENTER TRANSff CENTER 0 R0.SGM Anderllka 1]35 — I H p6way 36 M �o E o •ixF oM x we n nn { 4 _ A"odates Me St.P..I,1 55i3 P6on.: 651- 636J600 ME; z f A BUILDING SECTIONS e+Mxo • hd/rm Fax: 651 - 636.1311 >raurvxc P9i n -:.-w wel .n,a.�i -.w mea w.c ;.aoa...vooug xe, im1 a ue .a • • •