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ITEM 3.2
TPC The Planning Company PLANNING REPORT 3601 Thurston Avenue Anoka, MN 55303 763.231.5840 TPC@PlanningCo.com TO: Otsego Planning Commission FROM: D. Daniel Licht, AICP REPORT DATE: 11 July 2019 ACTION DATE: 24 August 2019 RE: Otsego — Parkview Retail Development TPC FILE: 101.01 BACKGROUND ITEM 3.2 Rice Companies has submitted plans for development of 18.436 acres with 6 commercial lots and 1 lot for an apartment building located at the southwest corner of 90th Street (CSAH 39) and Parrish Avenue (CSAH 42). The proposed development requires consideration of applications for a Zoning Map amendment, Planned Unit Development - Conditional Use Permit (PUD -CUP), and preliminary plat. The applications also include a request to vacate existing drainage and utility easements. A public hearing to consider the application has been noticed for the Planning Commission meeting on 15 July 2019 at 7:OOPM. Exhibits: Site Location Map SW CSAH 39/CSAH 42 Comprehensive Plan Preliminary Plans dated 06/26/19 (19 sheets) ANALYSIS Zoning. The unplatted portions of the subject site are zoned A-1, Agriculture Rural Service District in accordance with the interim land use plan policies of the Comprehensive Plan. The portion of the subject site platted as the Friendship Addition is zoned PUD, Planned Unit Development District based on the requirements of the B-3, General Commercial District. Blocks 1 and 2 of the preliminary plat are proposed to be rezoned to B-3 District to allow for development of retail, service, and office uses. Block 3 of the preliminary plat is proposed to be zoned R-7 District to allow for development of multiple family dwellings. The developer is also requesting approval of a PUD -CUP to allow for the shared access arrangement of Lots 1-3, Block 1 and the City will also establish performance standards applicable to the development as part of the PUD -CUP specific to the proposed multiple family uses. Consideration of the Zoning Map amendment and PUD -CUP applications is to be based upon (but not limited to) the respective criteria outlined in Section 11-3-2.F and 11-4-2.F of the Zoning Ordinance: 1. The proposed action's consistency with the specific policies and provisions of the Otsego Comprehensive Plan. Comment: The subject site is guided by the 2012 Comprehensive Plan for commercial land uses. The proposed preliminary plat modifies the area plan adopted by the City to revise the street layout and provide for more developable lots to maximize the access and visibility from 90th Street (CSAH 39) and Parrish Avenue (CSAH 39) for businesses. The realignment of the street layout provides opportunity to include a multiple family use west of Parkview Avenue that will provide a transitional land use between planned commercial and low density residential uses, expand housing options within Otsego, and provide increased market support in proximity to planned businesses. The proposed development is consistent with the policies of the Comprehensive Plan. 2. The proposed use's compatibility with present and future land uses of the area. Comment: The subject site is surrounded by existing and planned land uses shown in the table below. The proposed commercial uses are consistent with the existing and planned business uses in the area. The proposed multiple family use will provide for a desirable land use transition between the commercial development within the preliminary plat and approved Parrish Meadows single family villas and future low density residential uses to the south and west of the subject site. Direction Land Use Plan Zoning Map Existing Use North Commercial PUD District Retail, restaurant, office East Commercial B-3 District PUD District Bank SuperTarget South Commercial LD Residential B-3 District R-6 District Undeveloped Parrish Meadows (SFV) West LD Residential A-1 District Rural Residential 3. The proposed use's conformity with all performance standards contained within the Zoning Ordinance and other provisions of the City Code. Comment: The proposed preliminary plat will comply with the applicable requirements of the Zoning Ordinance, Subdivision Ordinance, and City Code. 2 4. Traffic generation of the proposed use in relation to capabilities of streets serving the property. Comment: The subject site is accessed via public streets including 90th Street (CSAH 39) and Parrish Avenue (CSAH 42) that are designated as minor arterial roadways with sufficient capacity to accommodate traffic that will be generated by the proposed development. 5. The proposed use can be accommodated by existing public services and facilities and will not overburden the City's service capacity. Comment: The subject site is located within the East Sewer District. The City has planned for development of this intensity within this area of Otsego and has adequate capacity to provide required utilities, transportation, and other services required for the proposed uses. Site Plans. The submitted plans include site plans for the lots within the proposed preliminary plat. The plans are not complete as they do not include building elevations, building floor plans, landscaping, exterior lighting, and other required details. Development of individual lots within the preliminary plat will require subsequent application for site and building plan review or other approvals required by the Zoning Ordinance, subject to the following stipulations to be included as part of the PUD -CUP to be approved with the preliminary plat: ■ Development of Block 1 with shared access to public streets shall require establishment of cross parking and ingress/egress easements over Lots 1-3, Block 1 that are subject to approval of City staff. ■ The accessory car wash use within Lot 2, Block 1 shall comply with Section 11-77-6.A of the Zoning Ordinance. ■ The accessory motor fuel use within Lot 2, Block 1 shall comply with Section 11-77-6.H of the Zoning Ordinance. ■ The multiple family use for Lot 1, Block 3 shall comply with the following additional requirements based on its location within an area guided for commercial uses: The proposed exterior finish for the principal building and any accessory buildings must comply with Section 11-17-4.D.1 of the Zoning Ordinance. The principal building is to utilize a flat roof design. A minimum of 1 off-street parking stall per dwelling unit must be provided within an enclosed underground garage below the principal building. 3 Lot Requirements. Lots within the B-3 District are required to be a minimum 1 acre in area and be 200 feet wide measured at the setback line of the front lot line as stated by Section 11- 77-7 of the Zoning Ordinance. Lot 3, Block 1 is less than 1 acre in area, but this is to be allowed with the PUD -CUP based on the shared access and off-street parking arrangement within Block 1. All of the other lots zoned B-3 District comply with the minimum lot area requirement and all of the lots zoned B-3 District comply with the minimum lot width requirement established by the Zoning Ordinance. Lots zoned R-7 District are to be a minimum of 20,000 square feet in area as required by Section 11-68-6.A.3.a of the Zoning Ordinance. Section 11-68-6.A.3.b of the Zoning Ordinance further requires that there be a minimum of 2,500 square feet of lot area per dwelling unit for multiple family uses. Lot 1, Block 3 is 151,456 square feet in area, which exceeds the minimum lot area requirement for a multiple family use within the R-7 District and would allow for up to 60 dwelling units. The lot area per unit requirement is subject to further allowances as provided for in Section 11-68-7 of the Zoning Ordinance: ■ For each underground parking stall: ■ Within 200 feet of commercial lot: ■ For each unit with more than 2 bedrooms: ■ Maximum area reduction allowed: -300 square feet/dwelling unit -300 square feet/dwelling unit +300 square feet/dwelling unit -500 square feet/dwelling unit Setbacks. The table below outlines the setback requirements applicable within the preliminary plat for the B-3 District and R-7 District: The buildings shown on the site plan included with the preliminary plat all comply with required setbacks. The site plans must be revised such that the off-street parking for Lots 1-3, Block 1; Lot 2, Block 2; and Lot 1, Block 3 comply with requirement for parking areas to provide a minimum 15 foot setback from the public right-of-way as required by Section 11-21-5.B.1 of the Zoning Ordinance. Access. The subject site abuts 901h Street (CSAH 39) and Parrish Avenue (CSAH 42). The Northeast Wright County Transportation Plan and 2012 Otsego Comprehensive Plan designate both roadways as minor arterial streets. ■ Wright County is in the planning stages to undertake an expansion of CSAH 39 between CSAH 42 and Odean Avenue to a divided 4 lane roadway that is not shown on the 4 ROW Side Rear Parking ROW Side/Rear B-3 District 30ft. 10ft. 20ft. 15ft, 5ft. R-7 District 35ft. 10ft. 20ft. 15ft. 5ft. The buildings shown on the site plan included with the preliminary plat all comply with required setbacks. The site plans must be revised such that the off-street parking for Lots 1-3, Block 1; Lot 2, Block 2; and Lot 1, Block 3 comply with requirement for parking areas to provide a minimum 15 foot setback from the public right-of-way as required by Section 11-21-5.B.1 of the Zoning Ordinance. Access. The subject site abuts 901h Street (CSAH 39) and Parrish Avenue (CSAH 42). The Northeast Wright County Transportation Plan and 2012 Otsego Comprehensive Plan designate both roadways as minor arterial streets. ■ Wright County is in the planning stages to undertake an expansion of CSAH 39 between CSAH 42 and Odean Avenue to a divided 4 lane roadway that is not shown on the 4 submitted plans. The project will include reconstruction of the 90th Street (CSAH 39) and Parrish Avenue (CSAH 42) intersection as a roundabout that will extend the project area south along CSAH 42. Right-of-way dedication for CSAH 39 and/or CSAH 42 is subject to review and approval of Wright County. ■ Access to CSAH 39 is to be limited to a right-in/right-out only at the northwest corner of Lot 2, Block 1. This access will allow for traffic looking to go west bound on CSAH 39 to exit the site onto east CSAH 39 and use the roundabout to change direction. ■ No direct lot access to CSAH 42 is to be allowed. However, the developer, City, and Wright County have worked together to develop a plan for a % intersection at Parrish Avenue (CSAH 42) and 8811 Street. The % intersection will allow for both left and right turns to 88th Street from the north and south bound lanes on Parrish Avenue (CSAH 42) and right turns only from the east and west legs of 881h Street to Parrish Avenue (CSAH 42). The % intersection design will not only allow for access to the proposed preliminary plat, but will improve access to the properties on 881h Street east of Parrish Avenue (CSAH 42). The subject site will also have access via Parkview Avenue to the south with development of Parrish Meadows. The first phase of Parrish Meadows includes construction of 87th Street west of the signalized intersection at Parrish Avenue (CSAH 42) and Parkview Avenue to the plat line abutting the subject site with final plat approval pending. The preliminary plat includes extension of 881h Street to the west line of the subject site. Future extension of 88th Street and a connection to 901h Street (CSAH 39) will be constructed at the time the properties to the west of the subject site develop. Streets. The preliminary plat includes construction of 88th Street and Parkview Avenue within the proposed development. An existing segment of 881h Street was constructed west of Parrish Avenue (CSAH 42) abutting the Friendship Addition, which is to be removed and replaced. The proposed streets are to be constructed within an 80 right-of-way with a 46 foot width in accordance with Section 10-8-5.B.1 of the Subdivision Ordinance. A five foot wide sidewalk is to be constructed on both sides of Parkview Avenue and 88th Street as required by Section 10- 8-5.D.2.b of the Subdivision Ordinance, which must be shown on the plans. All street design and construction plans are subject to review and approval of the City Engineer. Street Lighting. Section 8-8-4 and 8-8-5 of the City Code outlines requirements for street lighting to be installed along Parkview Avenue and 881h Street. The required street lighting includes high mounted cobra style fixtures and lower level decorative fixtures spaced to provide vehicle and pedestrian scale lighting consistent with other commercial areas within Otsego. A plan for installation of street lighting is required to be submitted with construction plans with application for final plat approval and is subject to review and approval of the City Engineer. The developer is required to pay for installation and initial operation of the street lights at the time of final plat approval. 5 Trails. The Future Parks and Trails Plan designates construction of a trail along the south side of 90th Street (CSAH 39) and west side of Parrish Avenue (CSAH 42). These trails are to be constructed as part of the Wright County CSAH 39 improvement project in 2020. Dedication of right-of-way to accommodate the trail location along both 901h Street (CSAH 39) and Parrish Avenue (CSAH 42) is subject to review and approval of the City Engineer and Wright County. Grading. The submitted plans include information regarding grading, drainage, and erosion control. There are no wetlands within the subject site. The proposed development requires payment of a stormwater impact fee for the North Mississippi drainage area at the time of final plat approval. All grading, drainage, and erosion control issues are to be subject to review and approval by the City Engineer. Utilities. The proposed preliminary plat is within the East Sewer District and sewer and water utilities are available at the property. The developer has submitted plans for extension of sewer and water utilities through the proposed preliminary plat to serve the development and provide connections to adjacent parcels for future development. The developer will be required to pay utility availability charges at the time of final plat approval in accordance with the City Code and City fee schedule in effect at that time. Utility connection charges for each lot will be required to be paid at the time a building permit is issued for each lot also in accordance with the City Code and City fee schedule in effect at that time. All utility issues are subject to review and approval of the City Engineer. Easements. Section 11-8-12 of the Subdivision Ordinance requires dedication of drainage and utility easements at the perimeter of all lots, over stormwater areas, and over public utilities. Drainage and utility easements are shown at the perimeter of all of the proposed lots in compliance with the Subdivision Ordinance and stormwater basins. Existing drainage and utility easements dedicated with the plat of Friendship Addition will be vacated and new easements dedicated based on the subdivision design and development plans for the lots and blocks of the preliminary plat. All easements are subject to review and approval of the City Engineer. Park Dedication. The proposed platting of the subject site triggers park dedication requirements as established by Section 10-8-15 of the Zoning Ordinance. Park dedication requirements for the area of the subject site previously platted as the Friendship Addition were satisfied at the time of final plat approval. The Future Parks and Trails Plan map does not identify acquisition of additional public park land from the area of the subject site. Park dedication requirements for the subject site (less the area of the Friendship Addition) are to be met by payment of a cash fee in lieu of land at the time of final plat approval. Co RECOMMENDATION Rice Companies proposed development will establish new businesses within the City's primary commercial area at TH 101 and CSAH 39 to expand retail, service, office, as well as housing options within Otsego, create employment opportunities, and expand tax base. The proposed Parkview Retail preliminary plat is consistent with the provisions of the Comprehensive Plan and requirement of the Zoning Ordinance and Subdivision Ordinance. Our office recommends approval of the applications as outlined below. POSSIBLE ACTIONS Decision 1— Zoning Map amendment A. Motion to recommend approval of a Zoning Map amendment rezoning the subject site to B-3 District and R-7 District. B. Motion to recommend the application be denied based on a finding that the request is not consistent with the Comprehensive Plan. C. Motion to table. Decision 2 — Vacation and PUD-CUP/Preliminary Plat A. Motion to recommend the City Council approve vacating existing drainage and utility easement and a PUD-CUP/Preliminary Plat for Parkview Retail Development, subject to the following conditions: Approval of the preliminary plat shall not guarantee access to sanitary sewer service. The City shall only allocate sanitary sewer capacity to approved final plats with signed development contracts to assure the City of timely development. 2. Blocks 1 and 2 shall comply with the lot requirements and setbacks of the B-3 District. Block 3 shall comply with the lot requirements, schedule of allowances, and setbacks of the R-7 District. 4. Development of Block 1 with shared access to public streets shall require establishment of cross parking and ingress/egress easements over Lots 1-3, Block 1 that are subject to approval of City staff. 7 The accessory car wash use within Lot 2, Block 1 shall comply with Section 11-77- 6.A of the Zoning Ordinance. 6. The accessory motor fuel use within Lot 2, Block 1 shall comply with Section 11- 77-6.H of the Zoning Ordinance. 7. The multiple family use for Lot 1, Block 3 shall comply with the following additional requirements: a. The proposed exterior finish for the principal building and any accessory buildings shall comply with Section 11-17-4.D.1 of the Zoning Ordinance. The principal building shall utilize a flat roof design. C. A minimum of 1 off-street parking stall per dwelling unit shall be provided within an enclosed underground garage below the principal building. 8. Right-of-way for and access to CSAH 39 and CSAH 42 shall be subject to review by the City Engineer and approval of Wright County. 9. Right-of-way, section design, and construction plans for City streets shall comply with Section 10-8-5 of the Subdivision Ordinance and are subject to review and approval by the City Engineer. 10. Street lights shall be installed in accordance with the requirements of Section 8- 8-4 and 8-8-5 of the City Code. 11. All grading, drainage, and erosion control issues are to be subject to review and approval by the City Engineer, and, Payment of a stormwater impact fee for the North Mississippi drainage area shall be required as a condition of final plat approval. 12. All utility issues shall be subject to review and approval of the City Engineer, and: Payment of utility availability charges in accordance with the City Code shall be required at the time of final plat approval b. Payment of utility connection charges for each lot shall be required to be paid at the time a building permit is issued in accordance with the City Code. 13. All easements shall be subject to review and approval of the City Engineer. 14. Park dedication requirements, less the area of the previously approved Friendship Addition, shall be satisfied by payment of a cash fee in lieu of land as a condition of final plat approval. B. Motion to recommend the application be denied based on a finding that the request is not consistent with the Comprehensive Plan and requirements of the Zoning Ordinance and Subdivision Ordinance. C. Motion to table. Adam Flaherty, City Administrator/Finance Director Tami Loff, City Clerk Andy MacArthur, City Attorney Ron Wagner, City Engineer Tom Bruce, Rice Companies 0 Site Location Map Overview Legend Roads — CSAHCL — CTYCL — MUNICL — PRIVATECL — TWPCL Highways Interstate — State Hwy US Hwy City/Township Limits ® C of U Parcels 3 C3 QO if I, I .%` ✓�`;il p b 100.0' i` i II¢7 3 d + S::INND 4 II m II° V Mp 1'1!1111, 4P+-0 F` i10 °; f ou M Q �/ i `% I/ fccs: 07Th 1H!10 IIIhi�1 OF;r9� J U ( 1q n rf-b�!I' �, p I'I! I{I41n,711'r �+ �II,��.., 11 111f0 I �i niu ik:1+— �; IIIO o1r, 10 I ��ILi LLI A. LO moo pi nT.1 Ll I I U M I CO '� O Z - v- N71 QAQ cc-QMI CL ` D to � C i PRELIMINARY PLANS FOR SITE, GRADING & DRAINAGE, EROSION CONTROL, SANITARY SEWER, WATERMAIN, STREETS, AND STORM SEWER FOR PARKVIEW RETAIL DEVELOPMENT OTSEGO, MN PREPARED FOR: RICE COMPANIES 1019 INDUSTRIAL DRIVE SOUTH SAUK RAPIDS, MN 56379 CONTACT: TOM BRUCE PHONE: 320-252-0404 EMAIL: TOM.BRUCE@RICECOMPANIES.COM PREPARED BY: Westwood Phone (320) 253-9495 3701 12th Slreel North, Suite 206 Fax (320) 358.2001 Sl, Cloud, MN 56303 Td Free (800)270-9495 westwoodps.com Westwood Professional Servlces, Inc PROJECT NUMBER: 0021003.00 CONTACT: WILLIAM R. HUSTON C.WFFT TmnrX Sheet Number Sheet Title G000 COVER SHEET C100 EXISTING CONDITIONS & REMOVAL PLAN C200 PARK VIEW RETAIL PRELIMINARY PLAT C201 PARK VIEW RETAIL PRELIMINARY PLAT C202 SITE PLAN C203 SITE PLAN C300 GRADING PLAN C301 GRADING PLAN C302 STREET PROFILES C400 EROSION CONTROL PLAN C401 EROSION CONTROL PLAN C500 SANITARY AND WATER MAIN PLAN C501 SANITARY AND WATER MAIN PLAN C600 STORM SEWER PLAN C601 STORM SEWER PLAN C700 DETAILS C701 DETAILS C702 DETAILS C703 DETAILS i. . `i SITE t� Vicinity Map (NOT TO SCALE) NO. DATE REVISION SHEETS PRELIMINARY PLANS FOR SITE, GRADING & DRAINAGE, EROSION CONTROL, SANITARY SEWER, WATERMAIN, STREETS, AND STORM SEWER FOR PARKVIEW RETAIL DEVELOPMENT OTSEGO, MN INITIAL SUBMITTAL DATE: 06/25/19 SHEET: G000 OF XX 2 2 o 1; Rcp 618.S6 (raw-� - sas "r.,"AL•£1 FXr4 (N) • 4 F 3Vr J1 ' e fsas son I E. s fmarrnn h x Oc Q <) i„............ i -- - -- N007707 W 621.80 - cll,fit.'iiii AVESV E r:..: ! r�:/i; .�'v. •ii i F -MIN _I REMOVAL LEGEND EXISTING PROPOSED EXISTING REMOVALS PROPERTY LINE OVERHEAD TELEPHONE 3 — — — — SAW CUT PAVEMENT TELEPHONE FIBER OPTIC EXISTING REMOVALS CABLE TELEVISION - v1�n�nN���•+- CURB &GUTTER RETAINWGWALL ---nwr-1-.-x SANITARY SEWER FENCE WATER MAIN 0 CONCRETE rcr- - HYDRANT BITUMINOUS STORM SEWER ® BUILDING GAS + TREE •�-+��-sr.e��a- UNDERGROUND ELECTRIC i! LIGHT POLE OVERHEAD ELECTRIC X TRAFFIC SIGN UNDERGROUND TELEPHONE ` TREE LINE Z Call 48 Hours before digging: 811 or 1.com w ori fdn.wrnrssu rsisaaG ( ornmmonGround ante n MI(AGR'CUJIAAI MfemR'CI)(1 4 I 4h :�I�L`. � If Oa•88t�r � na=fu+s l B�Y.hIf88� 1 :ot ���•'vvv�•O•i je•�O�O�OF••OJ•O� xx��,xx it ^( � i`irC'Siiss � C�fss�l (� I B�Y.hIf88� 1 :ot ���•'vvv�•O•i je•�O�O�OF••OJ•O� x s-.:•-nl �' — 55.16 htl0'06W0- nr wnr 1- wnr��l�-W!r 1 �nx rr.N'^• i I � �� p IJ' full r Ana-esru swuvsrw� I sulawvrsrus� A I - I �. oI$ I ams.iare / WAIMrIIBJ I I WATERSTU6- T I � 1 I c• c•nrrs. •� nu D :a 'r i III I I O: .'.0; ' �I t�'�t✓S;i I �' i I i I —6�0— / a I u i. ,z `max —I / 1 l t�of mow.°"" iII I I I f/ . s I 1 � ----------jII--------------------------I--- i �a �ai'q`aa t• s.o s+o cAs cos us 6r - sv� -mA i •'el9�' IM'08'35'E 530.66 1(y.�:{r9rV !. u-nsr.a ''R�'Cc: moo, i( li�i• ,r n. ?.:hh7Jfi ..vo.::E IJ..`.: (';....,;.n. ,.,,. i.eiurse'm / -slnuvp'1 / REMOVAL NOTES 1. LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN ON THIS PLAN ARE APPROXIMATE. CONTRACTOR SHALL HELD VERIFY SITE CONDITIONS AND UTILITY LOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY IF ANY DISCREPANCIES ARE FOUND. 2. CONTRACTOR SHALL COORDINATE LIMITS OF REMOVALS WITH PROPOSED IMPROVEMENTS AND FIELD VERIFY CONDITION OF EXISTING APPURTENANCES TO REMAIN. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING OR REPLACING MISCELLANEOUS ITEMS (SUCH AS FENCES, SIGNS, IRRIGATION HEADS, ETC.) THAT MAY BE DAMAGED BY CONSTRUCTION. 3. CONTRACTOR SHALL PLACE ALL NECESSARY EROSION CONTROL MEASURES REQUIRED TO MAINTAIN SITE STABILITY PRIOR TO EXECUTING ANY SITE REMOVALS. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH UTILITY PROVIDERS FOR REMOVAL AND/OR RELOCATION OF EXISTING UTILITIES AFFECTED BY SITE DEVELOPMENT. ALL PERMITS, APPLICATIONS AND FEES ARE THE RESPONSIBILITY OF THE CONTRACTOR. is 0' 50' 100' 150' PRELIMINARY Uj K a Zip z �I m nES3s Z !�' �a�3D rn Ls'a W Z Ujd� Y w O Q fY W N C W O 0 ¢n s' So oa yU �Xry Z0>Z Z N W W s O Q V Z RJ �p ET NUMBER C1oo re 06/25/19 a M BER: 0021003.00 xx��,xx I I I � i`irC'Siiss � C�fss�l (� I 4-,$ x s-.:•-nl �' — 55.16 htl0'06W0- nr wnr 1- wnr��l�-W!r 1 �nx rr.N'^• i I � �� p IJ' full r Ana-esru swuvsrw� I sulawvrsrus� A I - I �. oI$ I ams.iare / WAIMrIIBJ I I WATERSTU6- T I � 1 I c• c•nrrs. •� nu D :a 'r i III I I O: .'.0; ' �I t�'�t✓S;i I �' i I i I —6�0— / a I u i. ,z `max —I / 1 l t�of mow.°"" iII I I I f/ . s I 1 � ----------jII--------------------------I--- i �a �ai'q`aa t• s.o s+o cAs cos us 6r - sv� -mA i •'el9�' IM'08'35'E 530.66 1(y.�:{r9rV !. u-nsr.a ''R�'Cc: moo, i( li�i• ,r n. ?.:hh7Jfi ..vo.::E IJ..`.: (';....,;.n. ,.,,. i.eiurse'm / -slnuvp'1 / REMOVAL NOTES 1. LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN ON THIS PLAN ARE APPROXIMATE. CONTRACTOR SHALL HELD VERIFY SITE CONDITIONS AND UTILITY LOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY IF ANY DISCREPANCIES ARE FOUND. 2. CONTRACTOR SHALL COORDINATE LIMITS OF REMOVALS WITH PROPOSED IMPROVEMENTS AND FIELD VERIFY CONDITION OF EXISTING APPURTENANCES TO REMAIN. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING OR REPLACING MISCELLANEOUS ITEMS (SUCH AS FENCES, SIGNS, IRRIGATION HEADS, ETC.) THAT MAY BE DAMAGED BY CONSTRUCTION. 3. CONTRACTOR SHALL PLACE ALL NECESSARY EROSION CONTROL MEASURES REQUIRED TO MAINTAIN SITE STABILITY PRIOR TO EXECUTING ANY SITE REMOVALS. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH UTILITY PROVIDERS FOR REMOVAL AND/OR RELOCATION OF EXISTING UTILITIES AFFECTED BY SITE DEVELOPMENT. ALL PERMITS, APPLICATIONS AND FEES ARE THE RESPONSIBILITY OF THE CONTRACTOR. is 0' 50' 100' 150' PRELIMINARY Uj K a Zip z �I m nES3s Z !�' �a�3D rn Ls'a W Z Ujd� Y w O Q fY W N C W O 0 ¢n s' So oa yU �Xry Z0>Z Z N W W s O Q V Z RJ �p ET NUMBER C1oo re 06/25/19 a M BER: 0021003.00 N U W W N W W Z - RG�rtb ,YMrAgB -- - )7, .11 .v v,vi r 777vl7 �'r vr7i v; r',' -A, " s. `nT v. ., — — . — r ar"vier- - ('...... A. 77. r%v. 'rte r r `J -77 1� rcoe .pan! 11` wll,anrcuc na Call 48 Hours before digging: 811 or caII811.com Common Ground Alliance LEGEND - EXISTING CONDITIONS ., STEELAVOOOPOST POWER UNDERGROUND 4 SIGN -- i SANITARY SEWER ( GUYWIRE —sw— STORMSEWER Sauk Rapids, Minnesota 56379 —rn POWER PONE — CABLETELEVISIONUNE Ph- (310)251.0404 —w— GAS UNE (] CABLETVBOX rcN POWER OVERHEAD �i TELEPHONESOX —v.ei— WATERMAIN [] ELECTRIC BOX ' FENCE UNE --O POWER POLE IWTH LIGHT CONCRETESUREACE CURB &GUTTER BITUMINOUS SURFACE GRAVEL SURFACE —A— CONTROLLEDACCESS PROPOSED DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS. I 5-1I �5 (NOSCALE) EASEMENTS BEING S FEET IN WIDTH, UNLESS OTHERWISE INDICATED, AND ADJOINING LOT LINES, AND 10 FEET IN WIDTH AND ADJOINING STREET UNES AS SHOWN ON THE PUT. LEGAL DESCRIPTION Lot 1, Block 1, Friendship Addition, Wright County. Lot 2, Block 1, Friendship Addition, Wright County, Minnesota. OutlotA, Friendship Addition, Wright County, Minnesota. Oudot B, Friendship Addition, Wright County, Minnesota. AND That part of the Northwest Quarter of the Northeast Quarter of Section 22, Township 121, Range 23, Wright County Minnesota, described as follows: Commencing at the Northwest corner of sold Northwest Quarter of the Northeast Quarter,, thence North 89'05'38' East (assumed bearing) along the north line of sold Northwest Quarter of the Northeast Quarter a distance of 695.74 feet to the actual point of beginning; thence South 0 2319' East 691.71 feel; thence North 89.05'38' East 314.87 feet; thence North 0.2319' West 691.71 feet to the north line of said Northwest Quarter of the Northeast Quarter, thence South 89'05'38' West, along said north line, 314.87 feet to the point of beginning. AND That part of the Northwest Quarter of the Northeast Quarter of Section 22, Township 121, Range 23, Wright County, Minnesota described as follows. Commencing at the Southeast corner of said Northwest Quarter of the Northeast Quarter; thence North 0 degrees 49 minutes 18 seconds West (assumed bearing) along the east line of said Northwest Quarter of the Northeast Quarter, a distance of 310.41 feet to the actual point of beginning; thence South 89 degrees 16 minutes 53 seconds West a distance of 701.66 feet thence North 0 degrees 49 minutes 18 seconds West 701.66 feet thence North 0 degrees 49 minutes 18 seconds West a distance of 309.26 feet to a line parallel with and distant 691.71 feet south of the north line of said Northwest Quarter of the Northeast Quarter as measured along the west line of said Northwest Quarter of the Northeast Quarter; thence North 89 degrees 05 minutes 38 seconds East along said parallel line, o distance of 701.66 feet to the east line of said Northwest Quarter of the Northeast Quarter, thence South 0 degrees 49 minutes 18 seconds East along sold east line, a distance of 311.56 feet to the point of beginning. AND That part of the Northwest Quarter of the Northeast Quarter of Section 22, Township 121, Range 23, Wright County, Minnesota described as follows: Beginning at the Southeast corner of said Northwest Quarter of the Northeast Quarter, thence South 89 degrees 16 minutes 53 seconds West (assumed bearing) along the south line of said Northwest Quarter of the Northeast Quarter, a distance of 701.66 feet thence North 0 degrees 49 minutes 18 seconds West, 310.41 feet thence North 89 degrees 16 minutes 53 seconds East a distance of 701.66 feet to the east line of said Northwest Quarter of the Northeast Quarter, thence South 0 degrees 49 minutes 18 seconds East along said east line, a distance of 310.41 feet to the point of beginning. GENERAL NOTES 1. This survey was prepared using Heartland Title LLC, Title Commitment Numbers 1979244,1949243 and 1949248 oil having an effective date oflune 12, 2019 at 8:00 AM. 2. Subject piaperrttyyis curmntlyzoned A-1((Agricultumi-Rural Service District) and 8-3 (General Business Distrlcl). Theplattedportion o/the subjectproperry is rorrenNyzoned B-3, evervthblg etre is rurrently zonedA-1 with the intent that it will become B-3. All setback (Ines shown on pllat ore shown per B-3 zoning. 3. Elevations shown are based upon NAVD 88 and are at 2 -foot contour Intervals. 4. Subject property contains 803,069 Sq. FL or 18.436 acres. DEVELOPER Rice Companies, Inc 1019 Industrial Drive South Sauk Rapids, Minnesota 56379 Ph- (310)251.0404 BEARINGS SHOWNARE USED UPON THE WRIGHT COUNTY COORDINATE SYSTEM SURVEYOR/ENGINEER FEM Westwood Professional Services, Inc. o' 40 80 370112th Street North, Suite 206 St. Cloud, Minnesota 56303 Ph- (320)253-9495 PRELIMINARY WH �N n�. � Z U o LU b� cc K a I € m 0 Z r � Blei p 7 tiRa Sq �F 2 =oa x F LU Z UJ J W 0 O Q W LU a W 0 a o� 2 LU�ZI— �gZ LU Q W a � � O T NUMBER: C200 06/25/19 ABER: 0021003.00 0 a n.NLmC )3 i �•AT —S,v��51v Call 48 Hours before digging: 811 or ca11811.com ommon Ground Alliance _, STEEIAVOOD POST - POWER UNDERGROUND v SIGN - - SANITARYSEWER ( GUY WIRE --' STORMSEWER POWER POLE CABLE TELEVISION LINE P ".. GAS UNE C48LETVBOX �,. POWER OVERHEAD © TELEPHONE80X IYATFRMAIM ELECTRIC BOX --'-- - FENCE UNE —El POWERPOLEWHHLIGHT CONCRETESURFACE CURB &GUTTER BITUMINOUS SURFACE —a CONTROLLEDACCESS •U !.��<<ri, GRAVEL SURFACE PROPOSED DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS i 5—� 1—s 10 130 ----1--J L--1---- mO SCAIE) EASEMENTS BEING 5 FEET IN WIDTH, UNLESS OTHERWISE INDICATED, AND ADJOINING LOT LINES, AND 10 FEET IN WIDTH AND ADJOINING STREET LINES AS SHOWN ON THE PUT. , � 1 N I V Outlot A, Friendship Addition, Wright County, Minnesota. Ph- (320)252-0404 Outlot B, Friendship Addition, Wright County, Minnesota. AND That part of the Northwest Quarter of the Northeast Quarter of Section 22, Township 111, Range 3S LY Northwest Quarter of the Northeast Quarter, thence North 89'05'38' East (assumed bearing) along the north line ofsaid Northwest Quarter of the Northeast Quarter a distance of 695.74 feet LU to the actual point of beginning; thence South 0 2329' East 691.71 feet thence North 89.05'38' East 314.87 feet; thence North 02329' West 691.71 feet to the north line of sold Northwest OWNER KEVINLffEBVRE IONEDA-1(AGRICULTURAL-RURALSERVICEDISTRICi) a n.NLmC )3 i �•AT —S,v��51v Call 48 Hours before digging: 811 or ca11811.com ommon Ground Alliance _, STEEIAVOOD POST - POWER UNDERGROUND v SIGN - - SANITARYSEWER ( GUY WIRE --' STORMSEWER POWER POLE CABLE TELEVISION LINE P ".. GAS UNE C48LETVBOX �,. POWER OVERHEAD © TELEPHONE80X IYATFRMAIM ELECTRIC BOX --'-- - FENCE UNE —El POWERPOLEWHHLIGHT CONCRETESURFACE CURB &GUTTER BITUMINOUS SURFACE —a CONTROLLEDACCESS •U !.��<<ri, GRAVEL SURFACE PROPOSED DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS i 5—� 1—s 10 130 ----1--J L--1---- mO SCAIE) EASEMENTS BEING 5 FEET IN WIDTH, UNLESS OTHERWISE INDICATED, AND ADJOINING LOT LINES, AND 10 FEET IN WIDTH AND ADJOINING STREET LINES AS SHOWN ON THE PUT. 1. This survey was prepared using Heartland Title LLC, Title Commitment Numbers 1979244,1949243 and 1949248 all haWng on eryactive dote oflune 12, 2019 at 8:00AM. 2. Subject propertrtyy u currently zoned A-1(Agricultural-Ruml Service Distrito and B-3 (General Business D(slric0• The platled poRlon o(the su6fect property is curmnttyzoned Bd, ev;,yO ^9 else is current', zoned A-1 with the intent that it will become B-3. All setbak cines shown on plat are shown per B-3 zoning. 3. Elevations shown ore based upon NAVD 88 and are at 2 -(bot contour intervals 4. Subjectproperty contains 803,069 Sq. Ft Or 18.436 acres. DEVELOPER OLot 1, Block 1, Friendship Addition, Wright County. N Lott, Block 1, Friendship Addition, Wright County, Minnesota. V Outlot A, Friendship Addition, Wright County, Minnesota. Ph- (320)252-0404 Outlot B, Friendship Addition, Wright County, Minnesota. AND That part of the Northwest Quarter of the Northeast Quarter of Section 22, Township 111, Range 23, WrightCounry, Minnesota, described as follows: Commencing at the Northwest corner ofsaid LY Northwest Quarter of the Northeast Quarter, thence North 89'05'38' East (assumed bearing) along the north line ofsaid Northwest Quarter of the Northeast Quarter a distance of 695.74 feet LU to the actual point of beginning; thence South 0 2329' East 691.71 feet thence North 89.05'38' East 314.87 feet; thence North 02329' West 691.71 feet to the north line of sold Northwest LA Quarter of the Northeast Quarter; thence South 89.05'38' West along said north line, 314.87 feet to the point of beginning. AND That part of the Northwest Quarter of the Northeast Quarter of Section 22, Township 121, Range LV 23, Wright County, Minnesota described as follows: Commencing at the Southeast comer of said LU Northwest Quarter ofthe Northeast Quarter; thence North 0 degrees 49 minutes 18 seconds West LA (assumed bearing) along the east line of sold Northwest Quarter of the Northeast Quarter, a distance of 310.41 feet to the actual point of beginning; thence South 89 degrees 16 minutes 53 seconds West a distance of 701.66 feet thence North 0 degrees 49 minutes 18 seconds West 701.66 feet thence North 0 degrees 49 minutes 18 seconds West a distance of 309.26 feet to a line parallel with and distant 691.71 feet south of the north line of said Northwest Quarter of the Northeast Quarter as measured along the west line of said Northwest Quarter of the Northeast Quarter; thence North 89 degrees 05 minutes 38 seconds East along said parallel line, a distance of 701.66 feet to the east line of said Northwest Quarter of the Northeast Quarter thence South 0 degrees 49 minutes 18 seconds East along said east line, a distance of 311.56 feet to the point of beginning. AND That part of the Northwest Quarter of the Northeast Quarter of Section 22, Township 121, Range 23, Wright County, Minnesota described as follows: Beginning at the Southeast comer of said Northwest Quarter of the Northeast Quarter; thence South 89 degrees 16 minutes 53 seconds West (assumed bearing) along the south line of said Northwest Quarter of the Northeast Quarter, a distance of 701.66 feet thence North 0 degrees 49 minutes 18 seconds West 31041 feet thence North 89 degrees 16 minutes S3 seconds East a distance of 701.66 feet to the east line of said Northwest Quarter of the Northeast Quarter; thence South 0 degrees 49 minutes 18 seconds East along said east line, a distance of 310.41 feet to the point of beginning. 1. This survey was prepared using Heartland Title LLC, Title Commitment Numbers 1979244,1949243 and 1949248 all haWng on eryactive dote oflune 12, 2019 at 8:00AM. 2. Subject propertrtyy u currently zoned A-1(Agricultural-Ruml Service Distrito and B-3 (General Business D(slric0• The platled poRlon o(the su6fect property is curmnttyzoned Bd, ev;,yO ^9 else is current', zoned A-1 with the intent that it will become B-3. All setbak cines shown on plat are shown per B-3 zoning. 3. Elevations shown ore based upon NAVD 88 and are at 2 -(bot contour intervals 4. Subjectproperty contains 803,069 Sq. Ft Or 18.436 acres. DEVELOPER Rice Companies, Inc. 1019 Industrial Drive South Sauk Rapids, Minnesota 56379 Ph- (320)252-0404 BEARINGSSHOWNAREBASEDUPONTHE WRIGHT COUNTY COORDINATE SYSTEM SURVEYOR/ENGINEER Westwood Professional Services, Inc. 0' 40 80 370111th Street North, Suite 206 St Cloud, Minnesota 56303 Ph- (320)253-9495 PRELIMINARY UJ w ONn o LU a = oc a W a sa€ v 3i? 0 i E5 5 GBQ a, EL x wTH o .. oG J LU Z LU 0>�L W O O a°C� o t1 W O T NUMBER �y Q 0201 Of e 06/25/19 ABER: 0021003.00 tz ■ ■ _■ Z tA vwwi F - w ■ m Lu W ai00 00 FA ---------- ------------------- -------------- — _ . — _ — —� I I I I I I — I OCTO, 1 iQ=_ 1 10 I r I I 9 3 � �o I o ii II zLL 0 `I I r -------------------------II F. I 17 I I PROPOSED I I I GROCERY STORE FFE-871.50 I I I �I I I I I I I I I I 1 35 I I I 8 8 I I 22 22 7 7 I r--IE' I J±I I I I qI 7 I I PROPOSED FUT. TENANT SPACE — �— 23 23 I I III FFE=870.00 � 2311 II III I � I II 6 I I I I III I I III I /// 4L 11111 ti �g i 12 LI 1i -------------- _--_—_—_____ __-- — ---_ — PARRISH AVENUE NE -- -- -- - --- 0.00.00 z W W LLIO Q1 SITE LEGEND EXISTING PROPOSED Call 48 Hours before digging: 811 or ca11811.com Common Ground Alliance PROPERTY UNE LOT UNE SETBACK UNE EASEMENT UNE CURB AND GUTTER TIP -OUT CURB AND GUTTER POND NORMAL WATER LEVEL RETAINING WALL FENCE CONCRETE PAVEMENT CONCRETE SIDEWALK HEAVY DUTY BITUMINOUS PAVEMENT NORMAL DUTY BITUMINOUS PAVEMENT NUMBER OF PARKING STALLS TRANSFORMER SITE LIGHTING TRAFFIC SIGN POWER POLE BOLLARD/POST GENERAL SITE NOTES 1. BACKGROUND INFORMATION FOR THIS PROJECT PROVIDED BY WESTWOOD PROFESSIONAL SERVICES, ST. CLOUD, MN ON 11/30/2018. 2. LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN ON THIS PLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY SITE CONDITIONS AND UTILITY LOCATIONS PRIOR TO EXCAVATION/CONSTRUCTION. IF ANY DISCREPANCIES ARE FOUND, THE ENGINEER SHOULD BE NOTIFIED IMMEDIATELY. 3. REFER TO BOUNDARY SURVEY FOR LOT BEARINGS, DIMENSIONS AND AREAS. 4. ALL DIMENSIONS ARE TO FACE OF CURB OR EXTERIOR FACE OF BUILDING UNLESS OTHERWISE NOTED. S. REFER TO ARCHITECTURAL PLANS FOR EXACT BUILDING DIMENSIONS AND LOCATIONS OF EXITS, RAMPS, AND TRUCK DOCKS. 6. ALL CURB RADII ARE SHALL BE 3.0 FEET (TO FACE OF CURB) UNLESS OTHERWISE NOTED. 7. ALL CURB AND GUTTER SHALL BE 8612 UNLESS OTHERWISE NOTED. B. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGGERS AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. PLACEMENT OF THESE DEVICES SHALL BE APPROVED BY THE CrTY AND ENGINEER PRIOR TO PLACEMENT. TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MNDOT STANDARDS. 9. BITUMINOUS PAVEMENT AND CONCRETE SECTIONS TO BE IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER. 10. CONTRACTOR SHALL MAINTAIN FULL ACCESS TO ADJACENT PROPERTIES DURING CONSTRUCTION AND TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES. 11. SITE LIGHTING SHOWN ON PLAN IS FOR REFERENCE ONLY. REFER TO LIGHTING PLAN PREPARED BY OTHERS FOR SITE LIGHTING DETAILS AND PHOTOMETRICS. 0 SITE DETAILS (SI-OXX) 1 8612 OR 8618 CURB AND GUTTER 5 INTEGRAL CURB AND WALK 6 CONCRETE CROSS GLITTER 7 ENTRANCE THRU CURB AND GUTTER 8 PRIVATE CONCRETE SIDEWALK 9PRIVATE PEDESTRIAN CURB RAMP 106 PRIVATE PARALLEL PEDESTRIAN CURB RAMP 11 CROSS WALK STRIPING 13 TRAFFIC ARROW 14 SIGN INSTALLATION 15 HANDICAP ACCESSIBLE SIGNAGE AND STRIPING 17 TYPE 3 BARRICADE 18 BOLLARD 31 BEAVERTAIL CURB (8612) 0' 40' 80' 120• PRELIMINARY LU Sm LU Z 0� a 02 0 Q � W zQ U Ea5 gg> p 73� o ,a 9F O 2 t2'- LJ W U rr 0° W a�> o W 0 MEP gag 8 frLLa 3 f1 z W w a (� O w — w D T NUMBER 2 0202 06/25/19 ABER: 0021003.00 0 ------ I � LLa2-- 0 LL PROPOSED APARTMENT BUILDING FFE=870.00 ■ ■ ■ ■ ■ ■ ■ I I aI U — — I \ I I 10 �. LLi. 12 6 I I I I ��cc 10 I '9 12 6 boi 17 oLL \\ I LL 7 8 � I wm \ pLL I I s PROPOSED APARTMENT BUILDING I \ \ \ \ FFE=870.00 I \ I -------------------------- ----------- -� 1 r7 I I ~ 1 PARKVIEW AVENUE i \ \ I ■ I \ \ o I \ N I �----------------------i --- --- Call 48 Hours before digging: r-- -- --- - - - - -- 811 cacom 12UTFFFFF I _ w II I' O SHEET NUMBER: � t2 3 0 g I� I• II I L_ — — — — — — — — — — — — — — — — — II I O Q Q 11111111 I I �----------------------i PARRISH AVENUE NE 15:1 TAPER PROPOSED 3/4 INTERSECTION m W LU tA 00 ■ --- --- Call 48 Hours before digging: r-- -- --- - - - - -- 811 cacom 12UTFFFFF _ w II O SHEET NUMBER: � t2 3 0 g I EXISTING I - - PROPERTY UNE 8 I O Q Q 11111111 — SETBACK UNE 12 - - - - - - - - EASEMENT UNE kr CURB AND GUTTER on �I IIjI jIII PROPOSED MI DICAL/OFFlCE � — POND NORMAL WATER LEVEL FFE=t69.00 0 PROPOSED FENCE 0 CONCRETE PAVEMENT AU RETAIL/RESTAURANT NT _ CONCRETE SIDEWALK pop FFE=871.0 ® HEAVY DUTY BITUMINOUS PAVEMENT NORMAL DUTY BITUMINOUS PAVEMENT 6 Q NUMBER OF PARKING STALLS I / 16 I I II SITE LIGHTING - I 21 II I I 1G I Q I L_ — — — — — — — — — — — — — -- — — — — — — — — — I I I I J L — — — — — — — — — — — — — — — — — — — — — I I — PARRISH AVENUE NE 15:1 TAPER PROPOSED 3/4 INTERSECTION m W LU tA 00 ■ BIS L 1�1: ■ 90.00' ■ ■ .:0.00.00 _ - ■ ■ ■ 0' 40' 80' 120' PRELIMINARY z Call 48 Hours before digging: 3 3 ? d H 811 cacom W w d SITE LEGEND Common 3rounround A1111 nce w O SHEET NUMBER: � t2 3 0 g C203 EXISTING PROPOSED - - PROPERTY UNE LOT UNE — SETBACK UNE - - - - - - - - EASEMENT UNE CURB AND GUTTER on -------- TIP -OUT CURB AND GUTTER — POND NORMAL WATER LEVEL RETAINING WALL 0 FENCE 0 CONCRETE PAVEMENT _ CONCRETE SIDEWALK pop ® HEAVY DUTY BITUMINOUS PAVEMENT NORMAL DUTY BITUMINOUS PAVEMENT Q NUMBER OF PARKING STALLS / TRANSFORMER IW S SITE LIGHTING - Z OR -r TRAFFIC SIGN Q a z POWER POLE C gg �i • BOLLARD/POST G O G a o V o� o W zQ El SITE DETAILS (SI-OXX) a a" Lu 1 8612 OR 8618 CURB AND GUTTER rs 5 INTEGRAL CURB AND WALK 6 CONCRETE CROSS GUTTER 3 7 ENTRANCE THRU CURB AND GUTTER f a y ml i 8 PRIVATE CONCRETE SIDEWALK } 9 PRIVATE PEDESTRIAN CURB RAMP 10B PRIVATE PARALLEL PEDESTRIAN CURB RAMP 11 CROSS WALK STRIPING 30� 13 TRAFFIC ARROW • 14 SIGN INSTALLATION g o z 15 HANDICAP ACCESSIBLE SIGNAGE AND STRIPING 1 17 TYPE BARRICADE Laao = n \ 18 BOLLARD d � 31 BEAVERTAIL CURB (8612) H LU J z O OLW 0 Q WH- C. O LU BIS L 1�1: ■ 90.00' ■ ■ .:0.00.00 _ - ■ ■ ■ 0' 40' 80' 120' PRELIMINARY PROJECT NUMBER: 0021003.00 z g d H W w d V) O w w O SHEET NUMBER: � C203 DATE: 06/25/19 aQ PROJECT NUMBER: 0021003.00 0 z a OWNER nmoimYtf SU9Vlwt wuG NORTH FILTRATION BASIN jqRAINAGE ARFA: 337.735 SF zl-N AIfA RCULTU.x,t-RURAL SERVICE as,Rr�7 TOP=866.0 IMPERVIOUS AREA 2701865E OUTLET=869.0 1' W V RE UIREO: i 22 516 CF BOTT011,11=862.0 1- WQV PROVIDED: 1 22,510 CF s $ -. p i a v v x > o+ N o w o - Q a a a W 5 Fr N n Nd Q O. 0 O Vp x a gm Q s 67.6 68.00 _ ---- ' -- ---' ce -�-'---- SITE CONDITIONS AND UTILITY LOCATIONS PRIOR TO 10. CONTRACTOR SHALL DISPOSE OF ANY EXCESS SOIL MATERIAL THAT EXISTS - EXCAVATION/CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED AFTERTHE SITE GRADING AND UTILITY CONSTRUCTION IS COMPLETED. THE IMMEDIATELY IF ANY DISCREPANCIES ARE FOUND. CONTRACTOR SHALL DISPOSE OF ALL EXCESS SOIL MATERIAL IN A MANNER OWNER AND REGULATING AGENCIES. 2. CONTRACTORS SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS ACCEPTABLE TO THE THE 44 AND DIMENSIONS OF VESTIBULE, SLOPED PAVEMENT, EXIT PORCHES, RAMPS, 11. CONTRACTOR SHALL PROVIDE A STRUCTURAL RETAINING WALL DESIGN TRUCK DOCKS, PRECISE BUILDING DIMENSIONS, EXACT BUILDING UTILITY LOCATIONS, AND EXACT LOCATIONS AND NUMBER OF CERTIFIED BY A LICENSED PROFESSIONAL ENGINEER i ENTRANCE 12. ALL CONSTRUCTION SHALL CONFORM TO LOCAL, STATE AND FEDERAL RULES 3 a 68.5 ' d Fi Z H 3. ALL EXCAVATION SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF (NPDES) PERMIT REQUIREMENTS. y6 O 'STANDARD SPECIFICATIONS FOR TRENCH EXCAVATION ANDaU m BACKFILL/SURFACE RESTORATION' AS PREPARED BY THE CITY ENGINEERS 13. PRIOR TO PLACEMENT OF ANY STRUCTURE OR PAVEMENT, A PROOF ROLL, AT ASSOCIATION OF MINNESOTA, MINIMUM, WILL BE REQUIRED ON THE SUBGRADE. PROOF ROLLING SHALL BE ACCOMPLISHED BY MAKING MINIMUM OF 2 COMPLETE PASSES WITH i o 4. ALL DISTURBED UNPAVED AREAS ARETO RECEIVE FOUR INCHES OF TOPSOIL FULLY -LOADED TANDEM -AXLE DUMP TRUCK, OR APPROVED EQUAL, IN EACH OF o G AND SOD OR SEED. THESE AREAS SHALL BE WATERED UNTIL A HEALTHY STAND _ 67.3 I- -I- THE INDEPENDENT TESTING LABORATORY. AREAS OF FAILURE SHALL BE _ ESTABLISHMENT. EXCAVATED AND RE -COMPACTED AS SPECIFIED HEREIN. t7 14. EMBANKMENT MATERIAL PLACED BENEATH BUILDINGS AND STREET OR ` I , 1 Z Z DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TO CONTROL THE MOVEMENT OF DENSITY METHOD AS OUTLINED IN MNDOT 2105.3 F1 AND THE REQUIREMENTS 2 TRAFFIC WHERE NECESSARY. PLACEMENT OF THESE DEVICES SHALL BE OF THE GEOTECHNICAL ENGINEER. UJ _j 2 1- APPROVED BYTHE ENGINEER PRIOR TO PLACEMENT. TRAFFIC CONTROL Q a O Lu DEVICES SHALL CONFORM TO APPROPRIATE MNDOT STANDARDS. LLI 15. EMBANKMENT MATERIAL NOT PLACED IN THE BUILDING PAD, STREETS OR 00 PARKING AREA, SHALL BE COMPACTED IN ACCORDANCE WITH REQUIREMENTS Lu 3 �• W F Q PROPOSED GROCERY STORE FFE=871.50 Ar•i I yy 'I 16. ALL SOILS AND MATERIALS TESTING SHALL BE COMPLETED BY AN INDEPENDENT Q, W °° I Q• t7 ;+`- UNSTABLE OR UNSUITABLE SOILS SHALL BE COMPLETED AS REQUIRED BY THE f! -F POINTS WHERE ELEVATIONS ARE SHOWN OR BETWEEN SUCH POINTS AND - I EXISTING GRADES, COORDINATING ALL REQUIRED SOILS TESTS AND INSPECTIONS WITH THE - 14 GEOTECHNICAL ENGINEER. 8. SPOT ELEVATIONS SHOWN INDICATE FINISHED PAVEMENT ELEVATIONS Be GUTTER FLOW LINE UNLESS OTHERWISE NOTED. PROPOSED CONTOURS ARE TO FINISHED SURFACE GRADE. s 75 FILTRATION/INFILTRATION BASIN NOTES o0 �� i. \ L z8 1. BASIN EXCAVATION AND PIPE INSTALLATION MAY TAKE PLACE BEFORE CURB 'I INSTALLATION. ALL OTHER BASIN CONSTRUCTION MUST WAIT UNTIL FINAL 66. I SITE LANDSCAPING. REMOVE SEDIMENT FROM EXCAVATED BASIN PRIOR TO ^n PLACEMENT OF FILTER MEDIA PLACE SAND BAGS OR SIMILAR ITEM IN CURB _ \ MAINTAIN INLET PROTECTION ON DOWN STREAM INLETS UNTIL BASINS ARE ON -UNE I Ag 2. BASIN EXCAVATION SHALL BE WITH TOOTHED -BUCKETS TO SCARIFY THE `8j0 1 0 BOTTOM. 3. PLACE SILT FENCE AROUND BASINS AS SHOWN IMMEDIATELY AFTER BASIN > A a CONSTRUCTION. �„ 4. BASINS MUST BE TESTED FOR INFILTRATION RATE AFTER TOTAL SITE - / .2. 662 MINIMUM INFILTRATION RATE IS 0.8 -INCH PER HOUR IF BASIN DOES NOT MEET - I-{ .34- MINIMUM INFILTRATION RATE IS MET. CORRECTIVE ACTION MAY INCLUDE AA 00 b 62 ♦ 4 Ess S?' ,qj 669 BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE INCIDENTAL TO Q F_ _ THE CONTRACT, WITH NO DIRECT COMPENSATION MADE. -♦ - - - - - - - - - -- - ♦ - - -67.62- - - - - - - - 67:62 - l7 0 Z ( 67.5 _ _ I I 68.90 g6e 68.90 W 0' 40' 80' 120' C 3 0 0 PRELIMINARY DATE: 06/25/19 ce .,r PROJECT NUMBER: 0021003.00 L -68A I I - - ` I III I r° I I. I PROPOSED R6AIL/RESTAURANT I 67.50 -1'r',_�.t: , ,K I FFII e v, I. I. OT III., o -I -I I PROPOSED FUT. - �• TENANT SPACE - o ,I I'_ FFE 870.00 .58 I 68.9- I I ,� 8T0' -- \ -- I 67A 67.16 , 67.9 ♦ 4 - III 869 I A ` at?• i I i I 1 y 68 29 PARRISH AVENUE NE N P",RGc, 2. Call 48 Hours before digging: 811 or ca11811.com GRADING LEGEND ommon wouna AIIIIance EXISTING PROPOSED - - - PROPERTY UNE I _980- INDEXCONTOUR --982- INTERVALCONTOUR CURB AND GUTTER - POND NORMAL WATER LEVEL .•<.---$IJ ►► STORM SEWER ® FLARED END SECTION (WITH RIPRAP) rm+ 1 WATER MAIN \ :<+ ► SANITARY SEWER �- RETAINING WALL ►►► DRAIN TILE -------- RIDGE UNE a GRADING LIMITS • 9Ca.06 • 900.00 SPOT ELEVATION 6� - FLOW DIRECTION BW=XX TOP AND BOTTOM OF RETAINING WALL XXX.XO E.O.F.-- ♦ EMERGENCY OVERFLOW 0 SB -19 SOIL BORING LOCATION GRADING NOTES s $ -. p i a v v x > o+ N o w o - Q a a a W 5 Fr N n Nd Q O. 0 O Vp x a gm Q s L LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS 9. SEE SOILS REPORT FOR PAVEMENT THICKNESSES AND HOU) DOWNS. ce SHOWN ON THIS PLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY SITE CONDITIONS AND UTILITY LOCATIONS PRIOR TO 10. CONTRACTOR SHALL DISPOSE OF ANY EXCESS SOIL MATERIAL THAT EXISTS - EXCAVATION/CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED AFTERTHE SITE GRADING AND UTILITY CONSTRUCTION IS COMPLETED. THE IMMEDIATELY IF ANY DISCREPANCIES ARE FOUND. CONTRACTOR SHALL DISPOSE OF ALL EXCESS SOIL MATERIAL IN A MANNER OWNER AND REGULATING AGENCIES. 2. CONTRACTORS SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS ACCEPTABLE TO THE THE o AND DIMENSIONS OF VESTIBULE, SLOPED PAVEMENT, EXIT PORCHES, RAMPS, 11. CONTRACTOR SHALL PROVIDE A STRUCTURAL RETAINING WALL DESIGN TRUCK DOCKS, PRECISE BUILDING DIMENSIONS, EXACT BUILDING UTILITY LOCATIONS, AND EXACT LOCATIONS AND NUMBER OF CERTIFIED BY A LICENSED PROFESSIONAL ENGINEER i ENTRANCE 12. ALL CONSTRUCTION SHALL CONFORM TO LOCAL, STATE AND FEDERAL RULES 3 a DOWNSPOUTS. d INCLUDING THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM Z H 3. ALL EXCAVATION SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF (NPDES) PERMIT REQUIREMENTS. y6 O 'STANDARD SPECIFICATIONS FOR TRENCH EXCAVATION ANDaU m BACKFILL/SURFACE RESTORATION' AS PREPARED BY THE CITY ENGINEERS 13. PRIOR TO PLACEMENT OF ANY STRUCTURE OR PAVEMENT, A PROOF ROLL, AT ASSOCIATION OF MINNESOTA, MINIMUM, WILL BE REQUIRED ON THE SUBGRADE. PROOF ROLLING SHALL BE ACCOMPLISHED BY MAKING MINIMUM OF 2 COMPLETE PASSES WITH i o 4. ALL DISTURBED UNPAVED AREAS ARETO RECEIVE FOUR INCHES OF TOPSOIL FULLY -LOADED TANDEM -AXLE DUMP TRUCK, OR APPROVED EQUAL, IN EACH OF o G AND SOD OR SEED. THESE AREAS SHALL BE WATERED UNTIL A HEALTHY STAND 2PERPENDICULAR DIRECTIONS WHILE UNDER SUPERVISION AND DIRECTION OF Ems€ OF GRASS IS OBTAINED. SEE LANDSCAPE PLAN FOR PLANTING AND TURF THE INDEPENDENT TESTING LABORATORY. AREAS OF FAILURE SHALL BE _ ESTABLISHMENT. EXCAVATED AND RE -COMPACTED AS SPECIFIED HEREIN. S. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING 14. EMBANKMENT MATERIAL PLACED BENEATH BUILDINGS AND STREET OR W TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, PARKING AREAS SHALL BE COMPACTED IN ACCORDANCE WITH THE SPECIFIED Z Z DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TO CONTROL THE MOVEMENT OF DENSITY METHOD AS OUTLINED IN MNDOT 2105.3 F1 AND THE REQUIREMENTS 2 TRAFFIC WHERE NECESSARY. PLACEMENT OF THESE DEVICES SHALL BE OF THE GEOTECHNICAL ENGINEER. UJ _j 2 1- APPROVED BYTHE ENGINEER PRIOR TO PLACEMENT. TRAFFIC CONTROL Q a O Lu DEVICES SHALL CONFORM TO APPROPRIATE MNDOT STANDARDS. LLI 15. EMBANKMENT MATERIAL NOT PLACED IN THE BUILDING PAD, STREETS OR 00 PARKING AREA, SHALL BE COMPACTED IN ACCORDANCE WITH REQUIREMENTS Lu SLOPES SHALL GRADED TO 3:1 OR FLATTER UNLESS OTHERWISE OF THE ORDINARY COMPACTION METHOD AS OUTLINED IN MNDOT 2105.3F2. W F Q IALL IA NDICATED ON THIS O 16. ALL SOILS AND MATERIALS TESTING SHALL BE COMPLETED BY AN INDEPENDENT Q, W = 7. CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING GEOTECHNICAL ENGINEER. EXCAVATION FOR THE PURPOSE OF REMOVING t7 C AND PROVIDE A SMOOTH FINISHED SURFACE WITH UNIFORM SLOPES BETWEEN UNSTABLE OR UNSUITABLE SOILS SHALL BE COMPLETED AS REQUIRED BY THE POINTS WHERE ELEVATIONS ARE SHOWN OR BETWEEN SUCH POINTS AND GEOTECHNICAL ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR EXISTING GRADES, COORDINATING ALL REQUIRED SOILS TESTS AND INSPECTIONS WITH THE GEOTECHNICAL ENGINEER. 8. SPOT ELEVATIONS SHOWN INDICATE FINISHED PAVEMENT ELEVATIONS Be GUTTER FLOW LINE UNLESS OTHERWISE NOTED. PROPOSED CONTOURS ARE TO FINISHED SURFACE GRADE. s FILTRATION/INFILTRATION BASIN NOTES o0 z8 1. BASIN EXCAVATION AND PIPE INSTALLATION MAY TAKE PLACE BEFORE CURB ni ; INSTALLATION. ALL OTHER BASIN CONSTRUCTION MUST WAIT UNTIL FINAL 6.- u SITE LANDSCAPING. REMOVE SEDIMENT FROM EXCAVATED BASIN PRIOR TO ^n PLACEMENT OF FILTER MEDIA PLACE SAND BAGS OR SIMILAR ITEM IN CURB CUTS TO PRE -FILTER STORM WATER UNTIL PLANTS ARE ESTABLISHED IN BASINS. .191. MAINTAIN INLET PROTECTION ON DOWN STREAM INLETS UNTIL BASINS ARE ON -UNE 2. BASIN EXCAVATION SHALL BE WITH TOOTHED -BUCKETS TO SCARIFY THE BOTTOM. 3. PLACE SILT FENCE AROUND BASINS AS SHOWN IMMEDIATELY AFTER BASIN > A a CONSTRUCTION. 4. BASINS MUST BE TESTED FOR INFILTRATION RATE AFTER TOTAL SITE - STABILIZATION. A DUAL RING INFILTROMETER SHALL BE USED FOR TESTING. MINIMUM INFILTRATION RATE IS 0.8 -INCH PER HOUR IF BASIN DOES NOT MEET INFILTRATION RATE CONTRACTOR MUST TAKE CORRECTIVE ACTION UNTIL MINIMUM INFILTRATION RATE IS MET. CORRECTIVE ACTION MAY INCLUDE z REMOVING PLUG IN DRAIN TRE ALL TESTING AND CORRECTIVE ACTION SHALL Z BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE INCIDENTAL TO Q F_ _ THE CONTRACT, WITH NO DIRECT COMPENSATION MADE. Lu l7 0 O SHEET NUMBER LuF 0' 40' 80' 120' C 3 0 0 PRELIMINARY DATE: 06/25/19 ce PROJECT NUMBER: 0021003.00 y R Z 68. SOUTHWEST INFILTRATION BASIN TOP=866.0 OUTLET=864.0 BOTTOM=862.0 D A E A A:`;',: IMPERVIOUS REA 1' W V RE UIRED: 1' WQV PROVIDED: `,1'48' i 126,499 SF 1 10,542 CF 1 10,755 CF 856 Call 48 Hours before digging: sll c com 88667 g 8 •1'I.'erI GRADING LEGEND - ' 5 X68.99 gli�o6,n `� i' �� ,•II' �III EXISTING PROPOSED rL-� - i 68.26 / �S6 INDEX CONTOUR - -"'•'- - - --987- INTERVAL CONTOUR /��T- -- CURB AND GUTTER ��♦ l$2tten7H� $ n - PROPOSED APARTMENT BUILDING on 6r . it FFE=870.00 lb ® FLARED END SECTION (WITH RIPRAP) o v:a I WATER MAIN u•: ► 67.: RETAINING WALL 69.00 o ►►► DRAIN TILE a a Il -------- F67.5 a GRADING LIMITS • 9MC0 • 900.00 SPOT ELEVATION 000% FLOW DIRECTION W 5 M Nn BW XX 68.17 ` .19 �• E.O.F..- ♦ EMERGENCY OVERFLOW 02 \ 3 66.63 SOIL BORING LOCATION O u . o W a� 67.3 c \ O ] I 869 Q J a S I � w 67.27 � m O at.q _ ti - cq yqqo � i 200 �000 O \ $ i 6 .00 I 8 w n J CWC z t� O'L II C0 kD - 05�CW o a°C> PROPOSED APARTMENT BUILDING W 0 a FFE=870.00 ' 68.41 \ i S" gag Al' 8 ' r �1� V 66. 6824 I�• ' 06wet- og Z 'f-�\ SHEET NUMBER PARK EWYNENUE51fl;P 40' 80' 120• C 3 0 1 PRELIMINARY ► DATE: 06/25/19 a .48 868 67.00A, \ 67. ese i •r - 68.AIC 68.23' '' 6 6 6 U-67.34 .64 \ ` tz 68.11 7 74 ' I I tn ( I DRAINAGEAREA 2686285E 6 6.04 ♦ IMPERVIOUS AREA 228334 SF I I 1' W V RE UIRED: 19,028 CF I I 'I _ _ _ 'A m -I 1' WQV PROVIDED: .00 tFQT- 6747 I / - / r SOUTHEASTINFILTRATIONB SI I• TOP=866.0 100 -YR HWL=865.26 I OUTLET=862.0 I, ' I BOTTOM=860.0 I 8.09 I I 1 I I A PROPOSED RETAIL/OFFICE PROPOSED MEDICAUOFFICE FFE=868.00 i FFE=869.00 I PROPOSED I I I 6- \ RETAIL/RESTAURANT FFE=871.00 7.00 •� ��� Epp 66. ♦678 4 6.6 6.0 7.4 7' 66.67 68. 2 3 a u Call 48 Hours before digging: sll c com GRADING LEGEND oMmon roun lance GrounO ' 5 EXISTING PROPOSED - PROPERTY UNE -980- INDEX CONTOUR - -"'•'- - - --987- INTERVAL CONTOUR -- CURB AND GUTTER - POND NORMAL WATER LEVEL on 1-10 STORM SEWER lb ® FLARED END SECTION (WITH RIPRAP) o v:a I WATER MAIN u•: ► SANITARY SEWER RETAINING WALL a o ►►► DRAIN TILE a a a a -------- RIDGE UNE a GRADING LIMITS • 9MC0 • 900.00 SPOT ELEVATION 000% FLOW DIRECTION W 5 M Nn BW XX TOP AND BOTTOM OF RETAINING WALL Q > E.O.F..- ♦ EMERGENCY OVERFLOW 02 0 5819 SOIL BORING LOCATION O u o W a� a S aA m 6 at.q _ ti cq yqqo � 200 �000 O J CWC z M G O C0 kD 05�CW o a°C> W 0 gi S" gag Baa r �1� V zz og Z l7 0 SHEET NUMBER 0' 40' 80' 120• C 3 0 1 PRELIMINARY DATE: 06/25/19 a PROJECT NUMBER: 0021003.00 88TH STREET Al 2.6 K w J II II PARKVIEW AVENUE N N t W � I �I W 55 —u -i.�ov m d-.91,$� 3 Gw �5 00 e; a� oW 86; -Ob7=m 0.50! i�L__.�_ -- _ PROPOSED _------ _ CENTERLINE _ _ r _ PROFILE EXISTING CENTERLINE / � PROFILE JJJ 7 6 5 4 3 2 1 0 Call 48 Hours before digging: 3 3 811 or caII811.com s d common UrOtma Alliance S X • 0. so' 100' 150' PRELIMINARY 12 11 10 9 8 7 6 5 4 3 2 1 0 C N O Z W aaaaa LU x W �m Ca z G � 0 o W zQ � V m a 6 £Q— Oa1 SZ� Z z �a Z gg� Fes � p W J W z F Q O W jw Q W O~ a W 9 �a gas frLLa W W J_ LLU LL Z Ow N d O W w SHEET NUMBER: 1-- C302 5 Y DATE: 06/25/19 a PROJECT NUMBER: 0021003.00 PARKVIEW AVENUE -i.�ov m d-.91,$� 3 :.�o 000 mn�� °wac _. 00 e; a� oW 86; � Gw 55 EXISTING .. ...... CENTERLINE PROFILE - -0.6/;0 PROPOSED CENTERLINE PROFILE 12 11 10 9 8 7 6 5 4 3 2 1 0 C N O Z W aaaaa LU x W �m Ca z G � 0 o W zQ � V m a 6 £Q— Oa1 SZ� Z z �a Z gg� Fes � p W J W z F Q O W jw Q W O~ a W 9 �a gas frLLa W W J_ LLU LL Z Ow N d O W w SHEET NUMBER: 1-- C302 5 Y DATE: 06/25/19 a PROJECT NUMBER: 0021003.00 si z GY1(AC CU1n,'ia L11,V FRVjaG :ONCD .t 1 (AGFCUCR%A,1[-ktli,ll SFkY/CE O/S iklCn TF PARRISH:AVENUE NE” 2 "^ rA U - •i' - - _ - _ - _ - _ _ S09.17'07'E 69166 _ -- _ - - / y 7 L 0 , T 0' 40' 80' 120' PRELIMINARY 3 5 �s = t2 0 LU FF Sm Z la a C3M 0U LU K V a � ^ W has � 3 m� d w .gS 113 z �z, o �o H 2 2 _j �1y0 Q Lu E L1 W O Sd O mN ;aa ZJ 0c0CZ tA F- 0� g 0L 0 a LU U SHEET NUMBER: C400 cc DATE 06/25/19 a PROJECT NUMBER: 0021003.00 GENERAL EROSION CONTROL NOTES Call 48 Hours before digging: CAUTIONED THAT THE LOCATION AND/OR 1. THE CONTRACTOR IS SPECIFICALLY/ 811 nGrounroan1.com EROSION CONTROL LEGEND ommon lance ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON MNDOT, AND CITY. RECORDS OFTHE VARIOUS UTILITY COMPANIES AND LIMITED MEASUREMENTS EXISTING PROPOSED ' A. TEMPORARY (GREATER THAN 1 -YEAR) SEED SHALL BE MNDOT SEED MIX — — — — PROPERTY UNE i - ---980-- + INDEX CONTOUR PRIOR TO CONSTRUCTION AND NOTIFY THE OWNER OR ENGINEER OF — —982— INTERVAL CONTOUR DISCREPANCIES. - CURB AND GUTTER (FALL) OR 21-111 (SPRING/SUMMER) AT 100 -POUNDS PER ACRE POND NORMAL WATER LEVEL i.2. ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE IN-PLACE - PRIOR TO ANY EXCAVATION/CONSTRUCTION AND SHALL BE MAINTAINED C. INFILTRATION/FILTRATION BASIN SHALL BE MNDOT SEED MIX 34-262 AT # SILT FENCE UNTIL VIABLE TURF OR GROUND COVER HAS BEEN ESTABLISHED. EXISTING SILT 14.5 -POUNDS PER ACRE HEAVY DUTY SILT FENCE FENCE ON-SITE SHALL BE MAINTAINED AND OR REMOVED AND SHALL BE .sc REDUNDANT SILT CONTROL CONSIDERED INCIDENTAL TO THE GRADING CONTRACT. RIS OF EXTREME — - — ►►—� STORM SEWER IMPORTANCE TO BE AWARE OF CURRENT FIELD CONDITIONS WITH RESPECT TO ACRE. ® FLARED END SECTION (WITH RIPRAP) -----uu- - I WATER MAIN BYTHE CITY SHALL BE INCIDENTALTO THE GRADING CONTRACT. E. GENERAL SEEDING SHALL BE MNDOT SEED MIX25-151 AT 70 -POUNDS PER SANITARY SEWER ACRE. RETAINING WALL 3. EROSION AND SILTATION CONTROL (ESC}: THE CONTRACTOR SHALL ASSUME ►►► DRAIN TILE COMPLETE RESPONSIBILITY FOR CONTROLLING ALL SILTATION AND EROSION OF F. MULCH SHALL BE MNDOT TYPE 1 APPLIED AT 2 -TONS PER ACRE ra GRADING LIMITS THE PROJECT AREA THE CONTRACTOR SHALL USE WHATEVER MEANS ROCK CONSTRUCTION ENTRANCE NECESSARY TO CONTROL THE EROSION AND SILTATION INCLUDING BUT NOT 9. FOR AREAS WITH SLOPE OF 3:1 OR GREATER, RESTORATION WITH SOD OR EROSION CONTROL BLANKET TO. CATCH BASIN INSERTS, CONSTRUCTION ENTRANCES, EROSION EROSION CONTROL BLANKET IS REQUIRED. ® TURF REINFORCEMENT MAT CONTROL BLANKET, AND SILT FENCE. ESC SHALL COMMENCE WITH GRADING E.O.F.--><♦ EMERGENCY OVERFLOW C; 10. ALL TEMPORARY STOCKPILES MUST HAVE SRT FENCE INSTALLED AROUND THEM H-"/ TAT 0 so 19 0 SBd9 SOIL BORING LOCATION IMPLEMENTATION AS REQUIRED TO PREVENT EROSION AND THE DEPOSITING INLET PROTECTION C; 11. ALL PERMANENT PONDS USED AS TEMPORARY SEDIMENT BASINS DURING CONSTRUCTION SHALL BE DREDGED AFTER THE SITE HAS BEEN STABILIZED TO 0' 40' 80' 120' PRELIMINARY 3 5 �s = t2 0 LU FF Sm Z la a C3M 0U LU K V a � ^ W has � 3 m� d w .gS 113 z �z, o �o H 2 2 _j �1y0 Q Lu E L1 W O Sd O mN ;aa ZJ 0c0CZ tA F- 0� g 0L 0 a LU U SHEET NUMBER: C400 cc DATE 06/25/19 a PROJECT NUMBER: 0021003.00 GENERAL EROSION CONTROL NOTES CAUTIONED THAT THE LOCATION AND/OR 1. THE CONTRACTOR IS SPECIFICALLY/ 8. THE SITE MUST BE STABILIZED PER THE REQUIREMENTS OF THE MP NPDES Q CA, , ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON MNDOT, AND CITY. RECORDS OFTHE VARIOUS UTILITY COMPANIES AND LIMITED MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION SHALL NOT BE REUED ON AS BEING A. TEMPORARY (GREATER THAN 1 -YEAR) SEED SHALL BE MNDOT SEED MIX EXACTOR COMPLETE THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS 22-111 AT 30.5 -POUNDS PER ACRE ;' PRIOR TO CONSTRUCTION AND NOTIFY THE OWNER OR ENGINEER OF DISCREPANCIES. B. TEMPORARY (LESS THAN 1 -YEAR) SEED SHALL BE MNDOT SEED MIX21-112 (FALL) OR 21-111 (SPRING/SUMMER) AT 100 -POUNDS PER ACRE i.2. ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE IN-PLACE - PRIOR TO ANY EXCAVATION/CONSTRUCTION AND SHALL BE MAINTAINED C. INFILTRATION/FILTRATION BASIN SHALL BE MNDOT SEED MIX 34-262 AT UNTIL VIABLE TURF OR GROUND COVER HAS BEEN ESTABLISHED. EXISTING SILT 14.5 -POUNDS PER ACRE FENCE ON-SITE SHALL BE MAINTAINED AND OR REMOVED AND SHALL BE CONSIDERED INCIDENTAL TO THE GRADING CONTRACT. RIS OF EXTREME D. POND SLOPES SHALL BE MNDOT SEED MIX 33-261 AT 35 -POUNDS PER IMPORTANCE TO BE AWARE OF CURRENT FIELD CONDITIONS WITH RESPECT TO ACRE. EROSION CONTROL TEMPORARY PONDING, DIKES, HAYBALES, ETC., REQUIRED BYTHE CITY SHALL BE INCIDENTALTO THE GRADING CONTRACT. E. GENERAL SEEDING SHALL BE MNDOT SEED MIX25-151 AT 70 -POUNDS PER ACRE. W 3. EROSION AND SILTATION CONTROL (ESC}: THE CONTRACTOR SHALL ASSUME Z COMPLETE RESPONSIBILITY FOR CONTROLLING ALL SILTATION AND EROSION OF F. MULCH SHALL BE MNDOT TYPE 1 APPLIED AT 2 -TONS PER ACRE THE PROJECT AREA THE CONTRACTOR SHALL USE WHATEVER MEANS W NECESSARY TO CONTROL THE EROSION AND SILTATION INCLUDING BUT NOT 9. FOR AREAS WITH SLOPE OF 3:1 OR GREATER, RESTORATION WITH SOD OR LULIMITED Uj TO. CATCH BASIN INSERTS, CONSTRUCTION ENTRANCES, EROSION EROSION CONTROL BLANKET IS REQUIRED. 1j CONTROL BLANKET, AND SILT FENCE. ESC SHALL COMMENCE WITH GRADING AND CONTINUE THROUGHOUT THE PROJECT UNTIL ACCEPTANCE OF THE WORK 10. ALL TEMPORARY STOCKPILES MUST HAVE SRT FENCE INSTALLED AROUND THEM H-"/ BY THE OWNER. THE CONTRACTOR'S RESPONSIBILITY INCLUDES ALL TOTRAPSEDIMENT. = IMPLEMENTATION AS REQUIRED TO PREVENT EROSION AND THE DEPOSITING OF SILT. THE OWNER MAY DIRECT THE CONTRACTOR'S METHODS AS DEEMED FIT TO PROTECT PROPERTY AND IMPROVEMENTS. ANY DEPOSITION OF SILT OR 11. ALL PERMANENT PONDS USED AS TEMPORARY SEDIMENT BASINS DURING CONSTRUCTION SHALL BE DREDGED AFTER THE SITE HAS BEEN STABILIZED TO MUD ON NEW OR EXISTING PAVEMENT OR IN EXISTING STORM SEWERS OR RESTORE THE POND TO THE PROPOSED BOTTOM ELEVATION. SWALES SHALL BE REMOVED AFTER EACH RAIN EVENT. AFFECTED AREAS SHALL BE CLEANED TO THE SATISFACTION OF THE OWNER, ALL AT THE EXPENSE OF 12. ALL CONSTRUCTION SHALL CONFORM TO LOCAL AND STATE RULES INCLUDING THE CONTRACTOR. ALL TEMPORARY EROSION CONTROL SHALL BE REMOVED BY THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT THE CONTRACTOR AFTER THE TURF IS ESTABLISHED. REQUIREMENTS. 4. ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED AT THE 13. THE SITE MUST BE KEPT INA WELL -DRAINED CONDITION AT ALL TIMES. THE END OF EACH WORKING DAY. A CONSTRUCTION ENTRANCE TO THE SITE MUST CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY DITCHES, PIPING OR BE PROVIDED ACCORDING TO DETAILS TO REDUCE TRACKING OF DIRT ONTO OTHER MEANS REQUIRED TO INSURE PROPER DRAINAGE DURING PUBLIC STREETS. CONSTRUCTION. LOW POINTS IN ROADWAYS OR BUILDING PADS MUST BE PROVIDED WITH A POSITIVE OUTFLOW. S. PROPOSED PONDS SHALL BE EXCAVATED FIRST AND USED AS TEMPORARY PONDING DURING CONSTRUCTION. 14. PUBLIC STREETS USED FOR HAULING SHALL BE KEPT FREE OF SOILAND DEBRIS. STREET SWEEPING SHALL BE CONCURRENT WITH SITE WORK. 6. WHEN INSTALLING END -OF -UNE FLARED END SECTIONS, BRING THE SILT FENCE UP & OVER THE FLARED END SECTIONS & COVER DISTURBED AREAS WITH RIP RAP. THE UPSTREAM FLARED END SECTIONS SHALL HAVE WOOD FIBER BLANKET INSTALLED ON THE DISTURBED SOILS. 7. ALL UNPAVED AREAS ALTERED DUE TO CONSTRUCTION ACTIVITIES MUST BE RESTORED WITH SEED AND MULCH, SOD, EROSION CONTROL BLANKET OR BE HARD SURFACE WITHIN 2 WEEKS OF COMPLETION OF CONSTRUCTION. 0' 40' 80' 120' PRELIMINARY 3 5 �s = t2 0 LU FF Sm Z la a C3M 0U LU K V a � ^ W has � 3 m� d w .gS 113 z �z, o �o H 2 2 _j �1y0 Q Lu E L1 W O Sd O mN ;aa ZJ 0c0CZ tA F- 0� g 0L 0 a LU U SHEET NUMBER: C400 cc DATE 06/25/19 a PROJECT NUMBER: 0021003.00 0 0 o oo 3 161W0 I I \I I II II PROPOSED RETAIL/OFFICE FFE=868.00 I 04- \ '9 1? II PROPOSED MJDICAL/OFFICE FFE= 69.00 PROPOSED I I 7 \ RETAFFE 871.00 NT I I I) Vq r & THE SITE MUST BE STABILIZED PER THE REQUIREMENTS OF THE MPCA, NPDES, ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON -_---� 869 68.99 811 EXACT OR COMPLETE THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS EROSION CONTROL LEGEND nGr811.com ommon round Alliance (/ �pw ► 68.28 PROPOSED B. TEMPORARY (LESS THAN 1 -YEAR) SEED SHALL BE MNDOT SEED MIX21-112 (FALL) OR 21-111 (SPRING/SUMMER) AT 100 -POUNDS PER ACRE - - - PROPERTY UNE PROPOSED APARTMENT BUILDING C. INFILTRATION/FILTRATION BASIN SHALL BE MNDOT SEED MIX34-262 AT -980-- INDEXCONTOUR FENCE ON-SITE SHALL BE MAINTAINED AND OR REMOVED AND SHALL HE FFE=870.00 ^987- INTERVALCONTOUR B ACRE. EROSION CONTROL TEMPORARY PONDING, DIKES, HAYBALES, ETC., REQUIRED CURB AND GUTTER BY THE CITY SHALL BE INCIDENTAL TO THE GRADING CONTRACT. E. GENERAL SEEDING SHALL BE MNDOT SEED MIX 25-151 AT 70 -POUNDS PER - POND NORMAL WATER LEVEL 3. EROSION AND SILTATION CONTROL(ESC): THE CONTRACTOR SHALL ASSUME it ss SILT FENCE THE PROJECT AREA THE CONTRACTOR SHALL USE WHATEVER MEANS I NECESSARY TO CONTROL THE EROSION AND SILTATION INCLUDING BUT NOT 69.00 UMITED TO: CATCH BASIN INSERTS, CONSTRUCTION ENTRANCES, EROSION EROSION CONTROL BLANKET IS REQUIRED. ^u � I I AND CONTINUE THROUGHOUT THE PROJECT UNTIL ACCEPTANCE OF THE WORK 10. ALL TEMPORARY STOCKPILES MUST HAVE SILT FENCE INSTALLED AROUND THEM la lls I / W ID 4 4 4 44 ��g.19 '\-6�• CONSTRUCTION SHALL BE DREDGED AFTER THE SITE HAS BEEN STABILIZED TO I 66.63 e6� 68.17 -.. ► SANITARY SEWER THE CONTRACTOR ALL TEMPORARY EROSION CONTROL SHALL BE REMOVED BY THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT THE CONTRACTOR AFTER THE TURF IS ESTABLISHED. RETAINING WALL .37 13. THE SITE MUST BE KEPT INA WELL -DRAINED CONDITION AT ALL TIMES. THE ►►► DRAIN TILE BE PROVIDED ACCORDING TO DETAILS TO REDUCE TRACKING OF DIRT ONTO OTHER MEANS REQUIRED TO INSURE PROPER DRAINAGE DURING « GRADING LIMITS /ROCK PROVIDED WITH A POSITIVE OUTFLOW. O I / I � a � ® TURF REINFORCEMENT MAT 67.3 INSTALLED ON THE DISTURBED SOILS. \ W i .00 EO.F.-u♦ EMERGENCY OVERFLOW 7.27 >✓ I qr w iv 0 $8.18 SOIL BORING LOCATION _ O O INLET PROTECTION N y \�- PROPOSED APARTMENT BUILDING w 68.41 ` a I FFE=870.00 8.43`\ -is-_.-- - ---. .00 824 - \�`' �' \ PARK EWl,' PUENUE NL' \ 86S 67.00 I -0.61% 1 ` ` T 1 �� 86a A III/ r67.38 I/ . 1 I v; - /�•r--68.4i�= + <<- r68.23' 'r 6 6_ I I \I I II II PROPOSED RETAIL/OFFICE FFE=868.00 I 04- \ '9 1? II PROPOSED MJDICAL/OFFICE FFE= 69.00 PROPOSED I I 7 \ RETAFFE 871.00 NT I I I) Vq r -67.34 G u s. u s u ss ss ss PARRISH AVENU 21 i I I , �.i1033'• � I �1. ' 33156 G 'y - - - - .0+U0.110 , I 1. THE CONTRACTORIS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR & THE SITE MUST BE STABILIZED PER THE REQUIREMENTS OF THE MPCA, NPDES, ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON Call 48 Hours before digging: RECORDS OF THE VARIOUS UTILITY COMPANIES AND LIMITED MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION SHALL NOT BE RELIED ON AS BEING 811 EXACT OR COMPLETE THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS EROSION CONTROL LEGEND nGr811.com ommon round Alliance PRIOR TO CONSTRUCTION AND NOTIFY THE OWNER OR ENGINEER OF EXISTING PROPOSED B. TEMPORARY (LESS THAN 1 -YEAR) SEED SHALL BE MNDOT SEED MIX21-112 (FALL) OR 21-111 (SPRING/SUMMER) AT 100 -POUNDS PER ACRE - - - PROPERTY UNE PRIOR TO ANY EXCAVATION/CONSTRUCTION AND SHALL BE MAINTAINED C. INFILTRATION/FILTRATION BASIN SHALL BE MNDOT SEED MIX34-262 AT -980-- INDEXCONTOUR FENCE ON-SITE SHALL BE MAINTAINED AND OR REMOVED AND SHALL HE ^987- INTERVALCONTOUR IMPORTANCE TO BE AWARE OF CURRENT HELD CONDITIONS WITH RESPECT TO ACRE. EROSION CONTROL TEMPORARY PONDING, DIKES, HAYBALES, ETC., REQUIRED CURB AND GUTTER BY THE CITY SHALL BE INCIDENTAL TO THE GRADING CONTRACT. E. GENERAL SEEDING SHALL BE MNDOT SEED MIX 25-151 AT 70 -POUNDS PER - POND NORMAL WATER LEVEL 3. EROSION AND SILTATION CONTROL(ESC): THE CONTRACTOR SHALL ASSUME ss SILT FENCE THE PROJECT AREA THE CONTRACTOR SHALL USE WHATEVER MEANS NECESSARY TO CONTROL THE EROSION AND SILTATION INCLUDING BUT NOT HEAVY DUTY SILT FENCE UMITED TO: CATCH BASIN INSERTS, CONSTRUCTION ENTRANCES, EROSION EROSION CONTROL BLANKET IS REQUIRED. ^u REDUNDANT SILT CONTROL AND CONTINUE THROUGHOUT THE PROJECT UNTIL ACCEPTANCE OF THE WORK 10. ALL TEMPORARY STOCKPILES MUST HAVE SILT FENCE INSTALLED AROUND THEM 1.1. STORM SEWER ., 7 ID ® FLARED END SECTION (WITH RIPRAP) - CONSTRUCTION SHALL BE DREDGED AFTER THE SITE HAS BEEN STABILIZED TO I WATER MAIN SWALES SHALL BE REMOVED AFTER EACH RAIN EVENT. AFFECTED AREAS SHALL -•-+ ► SANITARY SEWER THE CONTRACTOR ALL TEMPORARY EROSION CONTROL SHALL BE REMOVED BY THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT THE CONTRACTOR AFTER THE TURF IS ESTABLISHED. RETAINING WALL 7.5 �: 13. THE SITE MUST BE KEPT INA WELL -DRAINED CONDITION AT ALL TIMES. THE ►►► DRAIN TILE BE PROVIDED ACCORDING TO DETAILS TO REDUCE TRACKING OF DIRT ONTO OTHER MEANS REQUIRED TO INSURE PROPER DRAINAGE DURING « GRADING LIMITS /ROCK PROVIDED WITH A POSITIVE OUTFLOW. S. PROPOSED PONDS SHALL BE EXCAVATED FIRST AND USED AS TEMPORARY CONSTRUCTION ENTRANCE / 14. PUBLIC STREETS USED FOR HAULING SHALL BE KEPT FREE OF SOIL AND DEBRIS. EROSION CONTROL BLANKET 6. WHEN INSTALLING END -OF -UNE FLARED END SECTIONS, BRING THE SILT FENCE ® TURF REINFORCEMENT MAT 67.3 INSTALLED ON THE DISTURBED SOILS. 7. ALL UNPAVED AREAS ALTERED DUE TO CONSTRUCTION ACTIVITIES MUST BE EO.F.-u♦ EMERGENCY OVERFLOW 7.27 >✓ I qr w iv 0 $8.18 SOIL BORING LOCATION _ O O INLET PROTECTION N w GENERAL EROSION CONTROL NOTES -67.34 G u s. u s u ss ss ss PARRISH AVENU 21 i I I , �.i1033'• � I �1. ' 33156 G 'y - - - - .0+U0.110 , I 1. THE CONTRACTORIS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR & THE SITE MUST BE STABILIZED PER THE REQUIREMENTS OF THE MPCA, NPDES, ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON MNDOT, AND CITY. RECORDS OF THE VARIOUS UTILITY COMPANIES AND LIMITED MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION SHALL NOT BE RELIED ON AS BEING A TEMPORARY (GREATER THAN 1 -YEAR) SEED SHALL BE MNDOT SEED MIX EXACT OR COMPLETE THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS 22-111 AT 30.5 -POUNDS PER ACRE. PRIOR TO CONSTRUCTION AND NOTIFY THE OWNER OR ENGINEER OF NUMBER: 0021003.00 DISCREPANCIES, B. TEMPORARY (LESS THAN 1 -YEAR) SEED SHALL BE MNDOT SEED MIX21-112 (FALL) OR 21-111 (SPRING/SUMMER) AT 100 -POUNDS PER ACRE 2. ALL SILT FENCE AND OTHER EROSION CONTROL FEATURES SHALL BE IN-PLACE PRIOR TO ANY EXCAVATION/CONSTRUCTION AND SHALL BE MAINTAINED C. INFILTRATION/FILTRATION BASIN SHALL BE MNDOT SEED MIX34-262 AT UNTIL VIABLE TURF OR GROUND COVER HAS BEEN ESTABLISHED. EXISTING SILT 14.5 -POUNDS PER ACRE. FENCE ON-SITE SHALL BE MAINTAINED AND OR REMOVED AND SHALL HE CONSIDERED INCIDENTAL TO THE GRADING CONTRACT. IT IS OF EXTREME D. POND SLOPES SHALL BE MNDOT SEED MIX 33-261 AT 35 -POUNDS PER IMPORTANCE TO BE AWARE OF CURRENT HELD CONDITIONS WITH RESPECT TO ACRE. EROSION CONTROL TEMPORARY PONDING, DIKES, HAYBALES, ETC., REQUIRED BY THE CITY SHALL BE INCIDENTAL TO THE GRADING CONTRACT. E. GENERAL SEEDING SHALL BE MNDOT SEED MIX 25-151 AT 70 -POUNDS PER ACRE. 3. EROSION AND SILTATION CONTROL(ESC): THE CONTRACTOR SHALL ASSUME COMPLETE RESPONSIBILITY FOR CONTROLLING ALL SILTATION AND EROSION OF F. MULCH SHALL BE MNDOT TYPE 1 APPLIED AT 2 -TONS PER ACRE THE PROJECT AREA THE CONTRACTOR SHALL USE WHATEVER MEANS NECESSARY TO CONTROL THE EROSION AND SILTATION INCLUDING BUT NOT 9. FOR AREAS WITH SLOPE OF 3:1 OR GREATER, RESTORATION WITH SOD OR UMITED TO: CATCH BASIN INSERTS, CONSTRUCTION ENTRANCES, EROSION EROSION CONTROL BLANKET IS REQUIRED. CONTROL BLANKET, AND SILT FENCE. ESC SHALL COMMENCE WITH GRADING AND CONTINUE THROUGHOUT THE PROJECT UNTIL ACCEPTANCE OF THE WORK 10. ALL TEMPORARY STOCKPILES MUST HAVE SILT FENCE INSTALLED AROUND THEM BY THE OWNER THE CONTRACTOR'S RESPONSIBILITY INCLUDES ALL TO TRAP SEDIMENT. IMPLEMENTATION AS REQUIRED TO PREVENT EROSION AND THE DEPOSITING OF SILT. THE OWNER MAY DIRECT THE CONTRACTOR'S METHODS AS DEEM ED 11. ALL PERMANENT PONDS USED AS TEMPORARY SEDIMENT BASINS DURING FIT TO PROTECT PROPERTY AND IMPROVEMENTS. ANY DEPOSITION OF SILT OR CONSTRUCTION SHALL BE DREDGED AFTER THE SITE HAS BEEN STABILIZED TO MUD ON NEW OR EXISTING PAVEMENT OR IN EXISTING STORM SEWERS OR RESTORE THE POND TO THE PROPOSED BOTTOM ELEVATION. SWALES SHALL BE REMOVED AFTER EACH RAIN EVENT. AFFECTED AREAS SHALL BE CLEANED TO THE SATISFACTION OF THE OWNER, ALL AT THE EXPENSE OF 12. ALL CONSTRUCTION SHALL CONFORM TO LOCAL AND STATE RULES INCLUDING THE CONTRACTOR ALL TEMPORARY EROSION CONTROL SHALL BE REMOVED BY THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT THE CONTRACTOR AFTER THE TURF IS ESTABLISHED. REQUIREMENTS. 4. ALL STREETS DISTURBED DURING WORKING HOURS MUST BE CLEANED AT THE 13. THE SITE MUST BE KEPT INA WELL -DRAINED CONDITION AT ALL TIMES. THE END OF EACH WORKING DAY. A CONSTRUCTION ENTRANCE TO THE SITE MUST CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY DITCHES, PIPING OR BE PROVIDED ACCORDING TO DETAILS TO REDUCE TRACKING OF DIRT ONTO OTHER MEANS REQUIRED TO INSURE PROPER DRAINAGE DURING PUBLIC STREETS. CONSTRUCTION. LOW POINTS IN ROADWAYS OR BUILDING PADS MUST BE PROVIDED WITH A POSITIVE OUTFLOW. S. PROPOSED PONDS SHALL BE EXCAVATED FIRST AND USED AS TEMPORARY PONDING DURING CONSTRUCTION. 14. PUBLIC STREETS USED FOR HAULING SHALL BE KEPT FREE OF SOIL AND DEBRIS. STREET SWEEPING SHALL BE CONCURRENT WITH SITE WORK 6. WHEN INSTALLING END -OF -UNE FLARED END SECTIONS, BRING THE SILT FENCE UP & OVER THE FLARED END SECTIONS & COVER DISTURBED AREAS WITH RIP RAP. THE UPSTREAM FLARED END SECTIONS SHALL HAVE WOOD FIBER BLANKET INSTALLED ON THE DISTURBED SOILS. 7. ALL UNPAVED AREAS ALTERED DUE TO CONSTRUCTION ACTIVITIES MUST BE RESTORED WITH SEED AND MULCH, SOD, EROSION CONTROL BLANKET OR BE HARD SURFACE WITHIN 2 WEEKS OF COMPLETION OF CONSTRUCTION. �Z 0' 40' 80' 1201 PRELIMINARY 3 3 S as 0 ��QQa QQ LU s m Q m 0 �gYQ 0 W U a vC d ;: tx b i GI €aS� rn 0 gox H �j LU Z LU 2 Y O LU ul Q LU ~ d. W O Sz r3 �aa SHEET NUMBER ta C401 5 4 DATE: 06/25/19 a PROJECT NUMBER: 0021003.00 0 0 0 3 ry til 8" SANITARY STUB -SA 848.51 (E) B" WATERMAIN STUB Ll� am DIP OWNER TIMM, if sumN NIMING ZO,V[O hl (ACRCV( N.H,1L-HL�ti. SEQVlCEOIi*R(CiJ r1E=855 0 (S) 1E=847.7 (W) I IE=846.27 (NE) 138 LF -81 PVC @ A 1x0.40% . . o® 67.9 ---147-EF-6'-PVQ------------ 6.12 02.00% INSTALLSALVAGED HYDRANT 156LF-8" DIP GRND E IP .7 • 62 LF -6" DIP :-8• DIP- ♦♦ 8'x 6' 7EE� a a f .-.- a-• v.n2v lits •v I ( µIWVAIEF 51UH - III PROPOSED RETAILYRESTAURANT FFE:17J.00 _ III III I t ill I III . - . - . - . _ . _ _ . - . _ _INSjULSA_WGE9.HYDR9NT.I GRND ELEV=867.7 . 32 LF - "'DIP I / / 6'•45• BEND PROPOSED GROCERY STORE FFE=871.50 8" SANITARY ST. UB -GROCERY 108 LF -8' PVC 7, (G 2.0D% 4' •d � rV-1 - - - - I u B o:oaao - t s<v SAH 1 WATERMA94 STUB 244 LF -6" I LF -8" DIP I I • I IF INSTALL SALVAGEDHYDRANT T •GRNDELEV=8f9A 3 LF 8" DIP 14 LF -8' DIP I 77 LF -6' PVC O 8 45• BEND 20W- O-WATERMAIN TUB I - t PROPOSED FUT. 381 TENANT SPACE RE= 68.98 FFE=870.00 =862.05 (N) I = y 861.95 (W) 8"-45 BEND I I I 63 LF -6' P C I II p0 I I I 6" SANITARff S BF7A I. Al 11 I PARRISH AVENUE NE I 0 ® Y Call 48 Hours before digging: 811 or ca11811.com ommon Ground Alliance SANITARY SEWER AND WATERMAIN LEGEND \ PROPOSED _880 LF -81 PVC @ _ _ - - 0.40% - --------- ITEE I I �O -- O, CURB AND GUTTER 'O ► SANITARY SEWER MH -5 RE=867`.83 LIE=848 9 (W) ® ►►-p IE=8568 (S) • IE=848.09 (E) I? I WATER MAIN I 3 HYDRANT GAS ge nit UNDERGROUND ELECTRIC (( S 6' SANITA__ UB -CA MH -2 I ]��] I p fi 8" WATERIYIAI ST UQ RE=867,43 0 1 OWNER TIMM, if sumN NIMING ZO,V[O hl (ACRCV( N.H,1L-HL�ti. SEQVlCEOIi*R(CiJ r1E=855 0 (S) 1E=847.7 (W) I IE=846.27 (NE) 138 LF -81 PVC @ A 1x0.40% . . o® 67.9 ---147-EF-6'-PVQ------------ 6.12 02.00% INSTALLSALVAGED HYDRANT 156LF-8" DIP GRND E IP .7 • 62 LF -6" DIP :-8• DIP- ♦♦ 8'x 6' 7EE� a a f .-.- a-• v.n2v lits •v I ( µIWVAIEF 51UH - III PROPOSED RETAILYRESTAURANT FFE:17J.00 _ III III I t ill I III . - . - . - . _ . _ _ . - . _ _INSjULSA_WGE9.HYDR9NT.I GRND ELEV=867.7 . 32 LF - "'DIP I / / 6'•45• BEND PROPOSED GROCERY STORE FFE=871.50 8" SANITARY ST. UB -GROCERY 108 LF -8' PVC 7, (G 2.0D% 4' •d � rV-1 - - - - I u B o:oaao - t s<v SAH 1 WATERMA94 STUB 244 LF -6" I LF -8" DIP I I • I IF INSTALL SALVAGEDHYDRANT T •GRNDELEV=8f9A 3 LF 8" DIP 14 LF -8' DIP I 77 LF -6' PVC O 8 45• BEND 20W- O-WATERMAIN TUB I - t PROPOSED FUT. 381 TENANT SPACE RE= 68.98 FFE=870.00 =862.05 (N) I = y 861.95 (W) 8"-45 BEND I I I 63 LF -6' P C I II p0 I I I 6" SANITARff S BF7A I. Al 11 I PARRISH AVENUE NE I 0 ® Y Call 48 Hours before digging: 811 or ca11811.com ommon Ground Alliance SANITARY SEWER AND WATERMAIN LEGEND EXISTING PROPOSED - - - PROPERTY UNE - --------- EASEMENT UNE - - - - - - - CURB AND GUTTER - - - - - -r=1 ► SANITARY SEWER SANITARY SEWER FORCE MAIN ® ►►-p STORM SEWER - - I WATER MAIN ---•• d-�* HYDRANT GAS -• - nit UNDERGROUND ELECTRIC OVERHEAD ELECTRIC UNDERGROUND TELEPHONE OVERHEAD TELEPHONE - ro TELEPHONE FIBER OPTIC - m CABLE TELEVISION ►►► DRAIN TILE Iw N GATE VALVE 10 ® FLARED END SECTION (WITH RIPRAP) );F- LIGHT POLE GENERAL WATERMAIN & SANITARY SEWER NOTES 1. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND LIMITED MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION SHALL NOT BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY THE OWNER OR ENGINEER OF DISCREPANCIES. 2. ALL SANITARY SEWER AND WATER MAIN MATERIAL AND INSTALLATIONS SHALL BE PER CITY REQUIREMENTS, MINNESOTA PLUMBING CODE, AND IN ACCORDANCE WITH THE CURRENT EDITION OF 'STANDARD SPECIFICATIONS FOR WATER MAIN AND SERVICE LINE INSTALLATION AND SANITARY SEWER AND STORM SEWER INSTALLATION' AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA. 3. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL OBTAIN THE NECESSARY FEDERAL, STATE AND LOCAL PERMITS FOR THE PROPOSED WORK OR VERIFY WITH THE OWNER OR ENGINEER THAT PERMITS HAVE BEEN OBTAINED. PERMIT FEES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR UNLESS OTHERWISE ARRANGED WITH THE OWNER. 4. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION W AND DIMENSIONS OF DOORWAYS, RAMPS, TRUCK DOCKS, PRECISE BUILDING Z DIMENSIONS AND EXACT BUILDING UTILITY CONNECTION LOCATIONS. LUH LLI S. ALL PRIVATE UTILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE SPECIFICATIONS OF THE APPROPRIATE UTILITY COMPANY. THE CONTRACTOR F- SHALL COORDINATE THE SERVICE LINE CONSTRUCTION WITH THE UTILITY Ln COMPANIES. 2 G6. CONTRACTOR SHALL OBTAIN ALL NECESSARY CITY PERMITS FOR UTILITY 0CONNECTIONS, AND UTILITIES SHALL BE INSPECTED AND APPROVED BY THE ON CIN. THE CITY SHALL BE NOTIFIED 48 -HOURS PRIOR TO COMMENCING WITH THE UTILITY CONSTRUCTION OR ANY REQUIRED TESTING. CONTRACTORSHALL NOT OPERATE, INTERFERE WITH, CONNECT ANY PIPE OR HOSE TO, OR TAP ANY WATER MAIN BELONGING TO THE CITY UNLESS DULY AUTHORIZED TO DO SO BY THECI Y. ANY ADVERSE CONSEQUENCES OF SCHEDULED OR UNSCHEDULED DISRUPTIONS OF SERVICE TO THE PUBLIC ARE TO BE THE RESPONSIBILITY OF THE CONTRACTOR. 7. WATER MAW LENGTHS AS SHOWN ARE APPROXIMATE HORIZONTAL LENGTHS. ALLOW FOR ADDITIONAL PIPE WHEN INSTALLING ON SLOPES OR WHEN DEFLECTIONS ARE REQUIRED. THE JOINT DEFLECTIONS SHALL NOT EXCEED THE MAXIMUM RECOMMENDED BY THE PIPE MANUFACTURER OR BY LOCAL GOVERNING SPECIFICATIONS. FITTINGS REQUIRED TO CONSTRUCT WATER MAIN SHALL BE INCLUDED IN WATER MAIN CONSTRUCTION. ,;_0 SANITARY AND WATERMAIN KEYNOTES / A CONSTRUCT SANITARY MANHOLE OVER EXISTING 8' PVC SANITARY SEWER (FIELD VERIFY LOCATION, TYPE, SIZE, AND INVERT). B REMOVE AND SALVAGE EXISTING HYDRANT. CONNECT TO EXISTING WATERMAIN WITH 8' GATE VALVE AND EXTEND AS SHOWN. (FIELD VERIFY LOCATION, TYPE, AND SIZE). C REMOVE EXISTING 8" SANITARY SEWER SNB AND CAP AT MAIN. (FIELD VERIFY LOCATION, TYPE, SIZE, AND INVERT). D REMOVE EXISTING 8" WATERMAIN STUB AND CAP AT MAIN. (FIELD VERIFY LOCATION, TYPE, AND SIZE). E CONNECT TO EXISTING 8' SANITARY SEWER MAIN WITH AN 8" PVC WYE AND EXTEND AS SHOWN. (FIELD VERIFY LOCATION, TYPE, SIZE, AND INVERT). F CONNECT TO FASTING 8" WATERMAIN WITH AN 8"x 8" TEE AND EXTEND AS SHOWN. (FIELD VERIFY LOCATION, TYPE, AND SIZE). G CONNECT TO EXISTING 8' SANITARY SEWER STUB AND EXTEND AS SHOWN. (FIELD VERIFY LOCATION, TYPE, SIZE, AND INVERT). H CONNECT TO EXISTING 8" WATERMAIN STUB AND EXTEND AS SHOWN. (FIELD VERIFY LOCATION, TYPE, AND SIZE). 8. PROVIDE WATER MAIN THRUST RESTRAINTS PER CITY STANDARD REQUIREMENTS. 9. A MINIMUM VERTICAL SEPARATION OF 18 INCHES IS REQUIRED AT ALL WATER LINE CROSSINGS WITH SANITARY SEWER OR STORM SEWER THE WATER UNE SHALL NOT HAVE JOINTS OR CONNECTION WITHIN 10 -FEET OF THE CROSSING. INSULATE CROSSINGS WITH STORM SEWER 10. UTILITY SERVICES TYPICALLY TERMINATE 2' OUTSIDE BUILDING WALL UNLESS OTHERWISE SHOWN OR NOTED. 11, DUCTILE IRON WATER LINES SHALL BE CLASS 52, PER AW WA 0115 OR C151. COPPER WATER LINES SHALL BE TYPE K PER ASTM 888. PVC WATER LINES SHALL BE PER AW WA C900 AND INSTALLED PER AW WA C605 IF ALLOWED BY CITY. 12. ALL WATER LINES SHALL HAVE 7.5' MINIMUM COVER. INSULATE WATER MAIN IF LESS THAN 8' OF COVER. INSULATION SHALL BE DOW STYROFOAM HI BRAND 35 OR EQUIVALENT, WITH 41NCHES OF THICKNESS. 13. SANITARY SEWER PIPE OUTSIDE THE BUILDING ENVELOPE SHALL BE POLYVINYL CHLORIDE (PVC) SCHEDULE 40 PER ASTM D2665. ALL PLASTIC SANITARY SEWER SHALL BE INSTALLED PER D2321. SOLVENT WELD JOINTS MUST INCLUDE USE OF A PRIMER WHICH IS OF A CONTRASTING COLOR TO THE PIPE AND CEMENT. ALL SANITARY SEWER SHALL BE TESTED ACCORDING TO MINNESOTA PLUMBING CODE, PART 712.0. 14. ALL NONCONDUCTIVE PIPE SHALL BE INSTALLED WITH A LOCATE (TRACER) WIRE PER MINNESOTA PLUMBING CODE, PART 604,9. 15. AFTER CONSTRUCTION IS COMPLETED, THE CONTRACTOR SHALL PROVIDE THE OWNER WITH AN AS -BUILT RECORD OF UTILITY CONSTRUCTION. THE AS -BUILT SHALL INCLUDE LOCATION AND LENGTH DEVIATIONS OR CHANGES TO THE PLAN. CONTRACTOR TO VERIFY WITH OWNER OR ENGINEER WHETHER A PLAN WITH POST -CONSTRUCTION ELEVATIONS IS REQUIRED. 16. ALL MANHOLE CASTINGS IN PAVED AREAS SHALL BE SUMPED 0.05 FEET. RIM ELEVATIONS ON PLAN REFLECT THE SUMPED ELEVATIONS. I REMOVE AND SALVAGE EXISTING HYDRANT AND CAP HYDRANT LEAD AT MAIN. (FIELD VERIFY LOCATION, TYPE, AND SIZE). 1 REMOVE EXISTING 8' WATERMAIN STUB AND CAP AT MAIN. (FIELD VERIFY LOCATION, TYPE, AND SIZE). K REMOVE AND SALVAGE EXISTING HYDRANT. CONNECT TO EXISTING WATERMAIN WITH 8' GATE VALVE AND EXTEND AS SHOWN. (FIELD VERIFY LOCATION, TYPE, AND SQE). L CONNECT TO EXISTING 8' SANITARY SEWER MAIN WITH AN 8'x 6' PVC WYE AND EXTEND AS SHOWN. (HELD VERIFY LOCATION, TYPE, SIZE, AND INVERT). M CONNECT TO EXISTING W WATERMAIN WITH AN 8'x 6" TEE AND EXTEND AS SHOWN. (FIELD VERIFY LOCATION, TYPE, AND SIZE). SHEET NUMBER: 0 40' 80' 120' 0500 PRELIMINARY DATE: 06/25/19 a PROJECT NUMBER: 0021003.00 30 8" 29 LF -8' 8"-45.81 14 LF -8" 8'-45.81 30 LF -8" 3 q 5 3 0 z SANITARY ST •848.51(E) B" WATERMA ' MI LRE= IE= IE - IE MI RE r -IE= IE= IE= 0' 40' 80' 120' PRELIMINARY rss �I ;A dim d �a W „egg z LFqo p � ry 124 o �j W z LU -J 5; W O O Q > 0 d LY 0 cez aag Zz N Z Q HEET NUMBER ,J 4 C501oc5 Y ATE: 06/25/19 a UMBER: 0021003.00 Call 48 Hours before digging: 811 or ca11811.com f.ommon GrounO Alliance SANITARY SEWER AND WATERMAIN LEGEND EXISTING PROPOSED — - - PROPERTY LINE EASEMENT LINE CURB AND GUTTER ► —� SANITARY SEWER SANITARY SEWER FORCE MAIN •. ® ►►� STORM SEWER • I WATER MAIN HYDRANT ws GAS r• - - nw UNDERGROUND ELECTRIC OVERHEAD ELECTRIC UNDERGROUND TELEPHONE qx rar OVERHEAD TELEPHONE � w TELEPHONE FIBER OPTIC rn rn CABLE TELEVISION �� ►►► DRAIN TILE 04 N GATE VALVE ® ® FLARED END SECTION (WITH RIPRAP) E LIGHT POLE 0' 40' 80' 120' PRELIMINARY rss �I ;A dim d �a W „egg z LFqo p � ry 124 o �j W z LU -J 5; W O O Q > 0 d LY 0 cez aag Zz N Z Q HEET NUMBER ,J 4 C501oc5 Y ATE: 06/25/19 a UMBER: 0021003.00 s 0 0 o o 3 0 mm U w ■ i� w ■ w ■ CB 10 RE 86 .71 ■ TE 6 30 ■ Z ■ V ■ s Q ■ .Ef84 11 OIL/WATER SEPARATOR I I I I I I � CBMH- 07 �RE=866.7¢,0 I 1O_ O1 = Ca1148 Hours before digging: O LLJ V) 3 a I !,2: 0 IE=863:5 (N) g .IE=863.1 (SE) u '45 LF -12 STM I R 15 W, w C106 o =RE=866. a .IE=863,6�(S) I �I CURB AND GUTTER �� --. ►� SANITARY SEWER OIL/WATER SEPARATOR I I I I I I � CBMH- 07 �RE=866.7¢,0 I 1O_ O1 = Ca1148 Hours before digging: O LLJ V) 3 a I _ – I RECORDS OF THE VARIOUS UTILITY COMPANIES AND LIMITED MEASUREMENTS SHEET NUMBER _j F EXISTING PROPOSED EXACT OR COMPLETE THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PROPERTY UNE – – – – – – – – EASEMENT UNE A �I CURB AND GUTTER �� --. ►� SANITARY SEWER REQUIREMENTS, MINNESOTA PLUMBING CODE, AND IN ACCORDANCE WITH SANITARY SEWER FORCE MAIN sI� ® ►►—■ STORM SEWER SERVICE LINE INSTALLATION AND SANITARY SEWER AND STORM SEWER I WATER MAIN INSTALLATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF 0 MINNESOTA ws GAS c.. roo UNDERGROUND ELECTRIC ♦ roe OVERHEAD ELECTRIC ,. ♦ o _--A. row _— — grmMAI Ja NEW12WE I OWNER' TIMOTHY& SUSAN NVAING ZONEDA-1(AGR'CULTURAL-RUPAL SERVICEDISTRICi) ------- III II PROPOSED REilLVRESTAURANT FFEk71.00 11 I III I�I III I I I I I III IIIII��IIIIIII I II ((Illllu PARRISH AVENUE NE U PROPOSED FUT. TENANT SPACE FFE=870.00 Y' /I / --------- ----- --------- I Ca1148 Hours before digging: O LLJ V) 3 a I 811 I II I RECORDS OF THE VARIOUS UTILITY COMPANIES AND LIMITED MEASUREMENTS grmMAI Ja NEW12WE I OWNER' TIMOTHY& SUSAN NVAING ZONEDA-1(AGR'CULTURAL-RUPAL SERVICEDISTRICi) ------- III II PROPOSED REilLVRESTAURANT FFEk71.00 11 I III I�I III I I I I I III IIIII��IIIIIII I II ((Illllu PARRISH AVENUE NE U PROPOSED FUT. TENANT SPACE FFE=870.00 Y' /I / --------- 9. STORM SEWER PIPE A RCP AND HDPE PIPE MAY BE INSTALLED WITH APPROVAL OF LOCAL GOVERNING AGENCY. B. REINFORCED CONCRETE PIPE SHALL BE CLASS 5 FOR PIPE DIAMETERS 18" AND SMALLER, CLASS 3 FOR PIPE DIAMETERS 21" AND LARGER UNLESS OTHERWISE NOTED, PER ASTM C76 WITH R-4 GASKETS. C. HDPE STORM PIPE 4- TO 104NCHES IN DIAMETER SHALL MEET REQUIREMENTS OF AASHTO M252. HDPE STORM PIPE 12- TO 604NCHES IN DIAMETER SHALL MEET REQUIREMENTS OF ASTM F2306. FITTINGS SHALL BE PER ASTM D3212 AND INSTALLED PER ASTM D2321. D. PVC STORM SEWER PIPE AND FITTINGS SHALL BE SCHEDULE 40 PIPE PER ASTM D2665 AND INSTALLED PER ASTM D2321. E. CORRUGATED METAL PIPE (CMP) FOR SAES 18- TO 320 -INCH AND MUST MEET ASTM A760 OR ASTM A796 AND BE INSTALLED PER ASTM A798. CMP MAY NOT BE INSTALLED WITHIN SO -FEET OF A WATERMAIN, WATER SERVICE, ORA BUILDING, F. ALL STORM SEWER JOINTS AND STRUCTURE CONNECTIONS SHALL BE GASTIGHT OR WATERTIGHT AS REQUIRED BY MINNESOTA PLUMBING CODE, PART 707.3. STORM SEWER LOCATED WITHIN 10 -FEET OF A BUILDING AND/OR WATER LINE SHALL BE TESTED PER MINNESOTA PLUMBING CODE, PART 712. 10. ALL NONCONDUCTIVE PIPE SHALL BE INSTALLED WITH A LOCATE (TRACER) WIRE PER MINNESOTA PLUMBING CODE, PART 604.9. 11. AFTER CONSTRUCTION IS COMPLETED, THE CONTRACTOR SHALL PROVIDE THE OWNER WITH AN AS -BUILT RECORD OF UTILITY CONSTRUCTION. THE AS -BUILT SHALL INCLUDE LOCATION AND LENGTH DEVIATIONS OR CHANGES TO THE PLAN. CONTRACTOR TO VERIFY WITH OWNER OR ENGINEER WHETHER A PLAN WITH POST -CONSTRUCTION ELEVATIONS IS REQUIRED. 12. ALL CATCH BASIN CASTINGS IN CURB SHALL BE SUMPED OAS FEET AND MANHOLE CASTINGS IN PAVED AREAS SHALL BE SUMPED 0.05 FEET. RIM ELEVATIONS ON PLAN REFLECT THE SUMPED ELEVATIONS. 0' 40' 80' 120' PRELIMINARY y Z e a� 0� 0 V 'c uL ceLU n i 3 A € 4 `m d 3�G W nLts Z 8sg<LU z � rD �oco W Q O Q w W H d W O a re �n -u-rua Ca1148 Hours before digging: O LLJ V) 3 a is a»• sir 811 STORM SEWER LEGEND monGr811.com ommon roun tante RECORDS OF THE VARIOUS UTILITY COMPANIES AND LIMITED MEASUREMENTS SHEET NUMBER _j F EXISTING PROPOSED EXACT OR COMPLETE THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PROPERTY UNE – – – – – – – – EASEMENT UNE DISCREPANCIES. �I CURB AND GUTTER �� --. ►� SANITARY SEWER REQUIREMENTS, MINNESOTA PLUMBING CODE, AND IN ACCORDANCE WITH SANITARY SEWER FORCE MAIN sI� ® ►►—■ STORM SEWER SERVICE LINE INSTALLATION AND SANITARY SEWER AND STORM SEWER I WATER MAIN INSTALLATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF HYDRANT MINNESOTA ws GAS c.. roo UNDERGROUND ELECTRIC r� roe OVERHEAD ELECTRIC ,. roe UNDERGROUND TELEPHONE FEES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR UNLESS OTHERWISE row OVERHEAD TELEPHONE ARRANGED WITH THE OWNER. ro TELEPHONE FIBER OPTIC 4. CONTRACTOR SHALL REFER TO ARCHITECTURAL PIANS FOR EXACT LOCATION I CABLETELEVISION m �►► DRAIN TILE oa N GATE VALVE Io W ® FLARED END SECTION (WITH RIPRAP) 5. ALL PRIVATE UTILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE LIGHT POLE li GENERAL STORM SEWER NOTES F • 9. STORM SEWER PIPE A RCP AND HDPE PIPE MAY BE INSTALLED WITH APPROVAL OF LOCAL GOVERNING AGENCY. B. REINFORCED CONCRETE PIPE SHALL BE CLASS 5 FOR PIPE DIAMETERS 18" AND SMALLER, CLASS 3 FOR PIPE DIAMETERS 21" AND LARGER UNLESS OTHERWISE NOTED, PER ASTM C76 WITH R-4 GASKETS. C. HDPE STORM PIPE 4- TO 104NCHES IN DIAMETER SHALL MEET REQUIREMENTS OF AASHTO M252. HDPE STORM PIPE 12- TO 604NCHES IN DIAMETER SHALL MEET REQUIREMENTS OF ASTM F2306. FITTINGS SHALL BE PER ASTM D3212 AND INSTALLED PER ASTM D2321. D. PVC STORM SEWER PIPE AND FITTINGS SHALL BE SCHEDULE 40 PIPE PER ASTM D2665 AND INSTALLED PER ASTM D2321. E. CORRUGATED METAL PIPE (CMP) FOR SAES 18- TO 320 -INCH AND MUST MEET ASTM A760 OR ASTM A796 AND BE INSTALLED PER ASTM A798. CMP MAY NOT BE INSTALLED WITHIN SO -FEET OF A WATERMAIN, WATER SERVICE, ORA BUILDING, F. ALL STORM SEWER JOINTS AND STRUCTURE CONNECTIONS SHALL BE GASTIGHT OR WATERTIGHT AS REQUIRED BY MINNESOTA PLUMBING CODE, PART 707.3. STORM SEWER LOCATED WITHIN 10 -FEET OF A BUILDING AND/OR WATER LINE SHALL BE TESTED PER MINNESOTA PLUMBING CODE, PART 712. 10. ALL NONCONDUCTIVE PIPE SHALL BE INSTALLED WITH A LOCATE (TRACER) WIRE PER MINNESOTA PLUMBING CODE, PART 604.9. 11. AFTER CONSTRUCTION IS COMPLETED, THE CONTRACTOR SHALL PROVIDE THE OWNER WITH AN AS -BUILT RECORD OF UTILITY CONSTRUCTION. THE AS -BUILT SHALL INCLUDE LOCATION AND LENGTH DEVIATIONS OR CHANGES TO THE PLAN. CONTRACTOR TO VERIFY WITH OWNER OR ENGINEER WHETHER A PLAN WITH POST -CONSTRUCTION ELEVATIONS IS REQUIRED. 12. ALL CATCH BASIN CASTINGS IN CURB SHALL BE SUMPED OAS FEET AND MANHOLE CASTINGS IN PAVED AREAS SHALL BE SUMPED 0.05 FEET. RIM ELEVATIONS ON PLAN REFLECT THE SUMPED ELEVATIONS. 0' 40' 80' 120' PRELIMINARY y Z e a� 0� 0 V 'c uL ceLU n i 3 A € 4 `m d 3�G W nLts Z 8sg<LU z � rD �oco W Q O Q w W H d W O a re �n -u-rua 1. THE CONTRACTOR IS SPECIFICALLY CAUTION ED THAT THE LOCATION AND/OR O LLJ V) 3 a is a»• sir ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON �n»=sLr w=sn RECORDS OF THE VARIOUS UTILITY COMPANIES AND LIMITED MEASUREMENTS SHEET NUMBER _j F TAKEN IN THE FIELD. THE INFORMATION SHALL NOT BE RELIED ON AS BEING EXACT OR COMPLETE THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY THE OWNER OR ENGINEER OF PROJECT NUMBER: 0021003.00 DISCREPANCIES. �I 2. ALL STORM SEWER MATERIAL AND INSTALLATIONS SHALL BE PER CITY REQUIREMENTS, MINNESOTA PLUMBING CODE, AND IN ACCORDANCE WITH THE CURRENT EDITION OF "STANDARD SPECIFICATIONS FOR WATER MAIN AND SERVICE LINE INSTALLATION AND SANITARY SEWER AND STORM SEWER INSTALLATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA 3. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL OBTAIN THE NECESSARY FEDERAL, STATE AND LOCAL PERMITS FOR THE PROPOSED WORK OR VERIFY WITH THE OWNER OR ENGINEER THAT PERMITS HAVE BEEN OBTAINED. PERMIT FEES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR UNLESS OTHERWISE I I ARRANGED WITH THE OWNER. W 4. CONTRACTOR SHALL REFER TO ARCHITECTURAL PIANS FOR EXACT LOCATION I AND DIMENSIONS OF DOORWAYS, RAMPS, TRUCK DOCKS, PRECISE BUILDING I DIMENSIONS AND EXACT BUILDING UTILITY CONNECTION LOCATIONS. t LU W 5. ALL PRIVATE UTILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE I SPECIFICATIONS OF THE APPROPRIATE UTILITY COMPANY. THE CONTRACTOR F • SHALL COORDINATE THE SERVICE LINE CONSTRUCTION WITH THE UTILITY VI COMPANIES. 2 I C 6. CONTRACTOR SHALL OBTAIN ALL NECESSARY CITY PERMITS FOR UTILITY CONNECTIONS, AND UTILITIES SHALL BE INSPECTED AND APPROVED BY THE a CITY. THE CITY SHALL BE NOTIFIED 48 -HOURS PRIOR TO COMMENCING WITH THE UTILITY CONSTRUCTION OR ANY REQUIRED TESTING. CONTRACTORSHALL NOT OPERATE, INTERFERE WITH, CONNECT ANY PIPE OR HOSE TO, OR TAP ANY WATER MAIN BELONGING TO THE CITY UNLESS DULY AUTHORIZED TO DO SO BY THE CITY. ANY ADVERSE CONSEQUENCES OF SCHEDULED OR UNSCHEDULED DISRUPTIONS OF SERVICE TO THE PUBLIC ARE TO BE THE RESPONSIBILITY OF I THE CONTRACTOR I II 7. A MINIMUM VERTICAL SEPARATION OF 18 INCHES IS REQUIRED AT ALL WATER I LINE CROSSINGS WITH STORM SEWER THE WATER LINE SHALL NOT HAVE JOINTS OR CONNECTION WITHIN 10 -FEET OF THE CROSSING. INSULATE CROSSINGS WITH STORM SEWER 8. UTILITY SERVICES TYPICALLY TERMINATE 2'OUTSIDE BUILDING WALL UNLESS ou �' r I f/4=M130 tEM1H•Mi15 OTHERWISE SHOWN OR NOTED. 9. STORM SEWER PIPE A RCP AND HDPE PIPE MAY BE INSTALLED WITH APPROVAL OF LOCAL GOVERNING AGENCY. B. REINFORCED CONCRETE PIPE SHALL BE CLASS 5 FOR PIPE DIAMETERS 18" AND SMALLER, CLASS 3 FOR PIPE DIAMETERS 21" AND LARGER UNLESS OTHERWISE NOTED, PER ASTM C76 WITH R-4 GASKETS. C. HDPE STORM PIPE 4- TO 104NCHES IN DIAMETER SHALL MEET REQUIREMENTS OF AASHTO M252. HDPE STORM PIPE 12- TO 604NCHES IN DIAMETER SHALL MEET REQUIREMENTS OF ASTM F2306. FITTINGS SHALL BE PER ASTM D3212 AND INSTALLED PER ASTM D2321. D. PVC STORM SEWER PIPE AND FITTINGS SHALL BE SCHEDULE 40 PIPE PER ASTM D2665 AND INSTALLED PER ASTM D2321. E. CORRUGATED METAL PIPE (CMP) FOR SAES 18- TO 320 -INCH AND MUST MEET ASTM A760 OR ASTM A796 AND BE INSTALLED PER ASTM A798. CMP MAY NOT BE INSTALLED WITHIN SO -FEET OF A WATERMAIN, WATER SERVICE, ORA BUILDING, F. ALL STORM SEWER JOINTS AND STRUCTURE CONNECTIONS SHALL BE GASTIGHT OR WATERTIGHT AS REQUIRED BY MINNESOTA PLUMBING CODE, PART 707.3. STORM SEWER LOCATED WITHIN 10 -FEET OF A BUILDING AND/OR WATER LINE SHALL BE TESTED PER MINNESOTA PLUMBING CODE, PART 712. 10. ALL NONCONDUCTIVE PIPE SHALL BE INSTALLED WITH A LOCATE (TRACER) WIRE PER MINNESOTA PLUMBING CODE, PART 604.9. 11. AFTER CONSTRUCTION IS COMPLETED, THE CONTRACTOR SHALL PROVIDE THE OWNER WITH AN AS -BUILT RECORD OF UTILITY CONSTRUCTION. THE AS -BUILT SHALL INCLUDE LOCATION AND LENGTH DEVIATIONS OR CHANGES TO THE PLAN. CONTRACTOR TO VERIFY WITH OWNER OR ENGINEER WHETHER A PLAN WITH POST -CONSTRUCTION ELEVATIONS IS REQUIRED. 12. ALL CATCH BASIN CASTINGS IN CURB SHALL BE SUMPED OAS FEET AND MANHOLE CASTINGS IN PAVED AREAS SHALL BE SUMPED 0.05 FEET. RIM ELEVATIONS ON PLAN REFLECT THE SUMPED ELEVATIONS. 0' 40' 80' 120' PRELIMINARY y Z e a� 0� 0 V 'c uL ceLU n i 3 A € 4 `m d 3�G W nLts Z 8sg<LU z � rD �oco W Q O Q w W H d W O a cc� w O LLJ V) 3 a W (A w SHEET NUMBER _j F C600 C600 DATE 06/25/19 a PROJECT NUMBER: 0021003.00 U � I I m I I y f 0RMEIER08ERTDAL80l0 ZONEDA-1 �AGRKMTURAI.-RURAL SERMEDISTR -P ■ EXISTING PROPOSED o i o i ■ - - PROPERTY UNE v EASEMENT UNE CURB AND GUTTER ►� SANITARY SEWER 3 ru SANITARY SEWER FORCE MAN m +- -- -® ■ £ WATER MAN N � HYDRANT 0 c+s ors GAS y tis rcH nr� UNDERGROUND ELECTRIC roR OVERHEAD ELECTRIC o a Q a a Q TI I uh �oo I I ■ PROPOSED APARTMENT BUILDING : 6. .92 j • I I FFE=870.00 ro 7Xi ■ I I \ I 44 I I �■--., 44 44 44 44 44 44-■ 12" FES -1038 I Q IE=862.58 (E) \ O LL 5TMH-103A a RE=868.10 Ig IE=862. CBR IE=862.37 N So I I RE= 4 42 LF -18' STM w I I IE=£ WR .IE=£ R 5 -18" STM C 0; g LL PROPOSED APARTMENT BUILDING I - 45 L SW � RE=8 6: d I FFE=870.00 SWF IE=862.20 29 LF- STM CB-: CBMHd05 — — — — - ;RE=£ 96220 (SW) CBMH-1 SWR .IE=B IE= (SE)---RE=86T?13 . — — . — — . IE=862.48 O H"306 141 LF -36" STM IE=862.48 (#E) IE=862.73 (E) RE=867.1 h IE=862.73 (S) IE=863.09 (NW) SWR IE=862.48 ( IE=863.09 E 45 LF -36' STM \ 124 LF -36' STM ■ SWR 179 LF -24' STM 53 LF -12' STM ■ MTRICn SWR SWR SWR tzF \ I I1 1 1 I I A2 LF -36 STM PARKiR I 'AVENI UE SWC CBM" -1 pwnaexse =aax RE=866,40 S83 WR 12" STM _ - u IAB6j.11 (NW) 1 ' iEc862.i1•(SGl � r � s - W 36' FES -100 ♦ ♦ L=il \ CO 0 15.8 CU YD CLASS 11 RIPRAP ♦ — — — — IE=860.00 .I ■ w RE 86'.71 smr ■ n 6 ,30 j �lri. w 24" FES -175 ■Z IE=662.00 (NE) I 44 4 - I ■ � .._..--..._... I O 34 LF -24" STM I I I ■ - "' F� R STMH- 6 ■ . ,. ��+� RE=867. I (!W) £- I z = PROPOSED RETAUOFftCE I I PROPOSED MEDICA/OFHCE FEE= 69.00 ■ I"=.. FFE=868.00 I g W I Iy I SED LU RETA£URESPROPOTAURANT I ■ Cd FFE=871.00 I : N I I I ■ x I I _ I ■ 00 I r .mw nRc ■ ., ■ "OE907 PARRISH AVENUE NE e=ansrrnn f6' ■ a=reuiisi ' ■777. ■ z 3 Call 48 Hours before digging:or 811 W Common G811.com STORM SEWER LEGEND rroan ante s EXISTING PROPOSED o i o i - - PROPERTY UNE v EASEMENT UNE CURB AND GUTTER ►� SANITARY SEWER ru SANITARY SEWER FORCE MAN m +- -- -® ►►—■ STORM SEWER £ WATER MAN N � HYDRANT 0 c+s ors GAS y tis rcH nr� UNDERGROUND ELECTRIC roR OVERHEAD ELECTRIC o a Q a a Q TI sox UNDERGROUND TELEPHONE — soR OVERHEAD TELEPHONE - so TELEPHONE FIBER OPTIC CABLE TELEVISION W —.: : --- ►►► DRAIN TILE Z Sid �t N GATE VALVE Q 0 L% ® FLARED END SECTION (WITH RIPRAP) LIGHT POLE D. i aa� 3 � O o U o� a a w a fa3 v Aid � 'o o W n610 0 O E000 U LN C Y 0 LU W w Q W H CL w O 0 fi fiv fraa z OI.1-) i N a LU OJ N W> O SHEET NUMBER: 0• 40' 80' 120• C 6 0 1 PRELIMINARY ce DATE: 06/25/19 a NUMBER: 0021003.00 PROJECT s 9 t To' 7.1 SHOULDER RU LAN RU LAN 'NOULDE' SLOPE 1 T% IN. yzr� d• PER ii, L PE 1pT Lr1�0'BITUMINOUS TRAIL A k 8 BITUMINOUS MAT BBIB CONCRETE CURB (EITHER SIO[) sC' CUSS S OIIAVCL BASC ONOAPPROVED UBGRAD[ (40ROV D) U WIDTH D APPROVED SUBOMDE 10• WIDTH •SUBJECT TO REVIEW 01 OUAUREO SOILS ENGINEER •• MINIMUM ALLOWABLE DESIGN THICKNESS ••• NEW CONSTRUCTION ASPHALT BINDER GRADE = C �NOVV0EE[RSSLAY ASPHALT BINDER GRADE = B •E+ x YALLUE IS A MEASURE OF EMBANKMENT 'q 90k RESISTANCE STRENGTH AS DETERMINED By INC HVLEY STMILOMCTER METHOD SIG" HIS VALUE IS THE CUMULATIVE t OAYAOE Err CT OF VEHICLES DURING THE 0 DESIGN LIFE Of A FLEXIBLE PAVEMENT. NO RECWMED ASPHALT PAVEMENTS (RAP) S SO BE IN THC WEAR COURSE. MSA COLLECTOR URBAN STREET SECTION - 10 TON ¢ No SCALE uIRDv10 /� _ .,rr OF /VBYriS STANDARD PLATE N0. T s -n -Is ....aTA 103 _ PROPERTY ..MOD vAwt tYUA Nls rWrws suWAa Aw[rrrL LAs[ �'� NO'x [RIEIr N[.R +a1e••• xow cuss 6. • aNt s a l taAO�' ar a1N �-7 A•t A T R-ro t LD.eoD R-ls t f0.00e �-;ei •, s• D• i' •• 2 A. •• a• - : 1p r li• a Ilii' r »• r IA^ ADJUST TO FINISHED FINISHED GROUND AS SPECIFIED DRAM VALVE BOY ASSEMBLY BASE. VALVE k BLOCKS TO BE WRAPPED WITH 2 LAYERS OF 1 MIL PLASTIC WATERMAIN, VALVE BOX SRC VARIES \ DEVICE I SOLID CONCRETE BLOCKS MIN /• THICK MRI 0• X 12' 1A M VALVES SHALL BE FITTED WITH EXTENSION STEMS. TO i BPING THE OPERATING NUT TO BE 2' FROM THE SURFACE. 2. ALLBELOW ORO No NUTS, SOUS. AND RODDING SHALL BE CORE -BLUE OR 316 STAINLESS STEEL. 8 TYPICAL RESILIENT WEDGE VALVE & BOX INSTALLATION g 10" & UNDER WATERMAIN �p HO SCALE '3 R1 OtEse•0 STANDARD PLATE NO. We iT G IW Ir ABOVE -GROUND TRACE jl! AWO COPPER WIRE ACCESS BOY CUD STEEL -BLUE PERMANENTLY MOUNTED (TMP) TO GRADE iWIOC DOLT 1.01 YM (SEC FRONT WE'J0 3 -WAY 'CONNECTOR 1.0• yMr .. WWWR,,,I TRACE WIRE 70F1� OIETH No OR GST SIDE x or nrnxos I A1.0' MAX Lo' MAX WIRE UNDERNEATH DRIVE-IN NORTH OR CAST MAGNESUM 01 HYDRANT GROUNDING ICAMD ANCHORR00 OR PLASTIC UNDERNEATH (M)TAPE CASs SIM OF TIE(M) WATERMAIN WATERMAIN PLAN HYDRANT- VIEW HDPE OR STAINLESS STEEL BRACKET TO- q ;-.Ni ABOVE -GROUND PERYMENiLY SECURE ACCESS BOX 10 TRACE YORE GRADE FLANGE ACCESS BOX L HEW STAINLESSSTCCL DOLT TO ALLOW � 2.0• YIN FOR BRACKET INSTALLATION 1.0, MAX TAPE OR PLASTIC TIE (fYP) 0� i 3 012 AWO COPPER CLAD qq � STECI-BW[ (M) YI WIPE GONTINUF$ LANDER HYDRANT LEAD 1.0' MAX AND CNNCCfS TO MAIN LINE WAE 1/ AWO U COPPER CD (SCE PUN VimVio m �TCEL PED, FACTORY ' CNNECTCO TO � ND ROD fIll'NI. �wONE51VYI.0 GROUNDING MOM ROD 'i TRACER WIRE OEGIL HYDRANT -SECTION VIEW NO SCALE a -13-n STANDARD PLATE N0. SSC1tOP RfyyyE � 209 ii NIK»LOr� UNE 0.22 CuYdt NO'x [RIEIr TEMPORARY � EASEMENT BY 0.29 Cuvde S' (RATE ID' L COVER ILL OP DOCUMENT SHAL--j " CUL-DE-SAC BEYOND PLATTED IZ• RICHT-Or-WAY 0.73 Cute[ 0.21 CuYda 1/ 0.03 CuYdf 1 1 BACK OF 1i � BITUMINOUS 3.3i CUYdR CURB ta' 1.31 CuYdt R 1.33 CuYdt a ENO OF CONCRETE I TB A CURB I B 10 R 8 TEMPORARY CUL DE SAC URBAN SECTION 110 SCALE Rvamco I /� / '��� O vAS STANDARD08PALATE N0. e' D -B B' . SLOPE i S' PER ET, 2 - PE 0610 CONCRETE CURD !' CONCRETE k CURER PLACED ON SIDEWALK PLACED A k B BITUMINOUS WT APPROVED SUBCRADE ON APPROVED SUBORAM•••• C CUSS 3 GRAVEL BAS[ (MODIFIED) 37' WIDTH D APPROVED 9UBORADC 30' WIDTH AAMfIp A YALK fNYA NIL Fnw(NV{ smut[ Ata[wx maRR(�AR sIILNAo[ 7f10••• NONtife°'� fN°JIN It aoX CA{t A-3 (R-» S q.Y1D) •.1 1/r •.r ••r _ A -t t-» [0.00011) I1/T T r - A -D R -w � tante 1 In' r r n• A-, A -le t f1O0,,DDD 1 1/r 7• r it •SUB1[CT TO REVIEW BY QUALIFIED SOILS ENGINEER '• MINIMUM ALLOWABIL DESIGN THICKNESS ... NEW CONSTRUCTION ASPHALT BINDER GRADE = C OVERLAY ASPHALT BINDER CRADC a B ••••0. VAIUC Of [CSS TNM 20 R[OUIP[S a" GRAVEL BAS[ BENEATH CONCRETE SIDEWALK ME 13 A MEASURE OF EMBANKMENT SOIL RESISTANCE SiRENOfN AS DETERMINED 0Y THE HVCEY STABILOYCTCR YCENOD SIGMA HIS VALUE IS THE CUMULATIVE DA AGE EFFECT OF VEHICLES DURING THE DESIGN UFC OF A FLEYIBIC PAYMENT. NO RCCWYFO ASPHALT PAVEMENTS (RAP) SHALL I BE Irl THE WEAR CWRSE, PRIVATE COMMERCIAL/INDUSTRIAL 4 1IS, ARPORS ORelll r)n0Y 10 rDR TOWNS m At 9WDx I: ?1 I • rORv 1/a F/[ ttt11W1 a an ••, worst pMRru rrc SECTION A -A � NAK Wp cALW W PER rD w[ ser • 2r. - rttcasl T - [a[MIN[ Y xcro[ YANWII odrAr.[ AxD sv+a rROV i1IYLCHJR POCK.,V ON 10 IW+T STOP N 2r CORM SnIAY 4N0•tD SIVS PER IDYD01 NAT[ NO. Alp IrDc uu TO IT caxslRKuo OF rttASI xaxWs'111x JIWIn ru Nn SCA 7• now YAIUTAOOI awm R[ollno ra soNls rRa a. .Lo.[ YAIIR TNI[ AxD Lug. MR1LA'UILD (x[ sm a a � rucnr "Mo. WE ru i -: �Y•OpI NAR ND. ADII =pll N°ALW TO $ R SUDr[0 SJ »GWO[ MANHOLE NOTESALL : �vaon nw nw [T ro noon sANTNI uAWlpaq Kvsnu[ PRDor r0sa alA�� �ow[.L n- a wl 4 �i .rrDOYto [gIAL W MT r2ot rultu gg oums OR Loon f� N <i,s: NWracw slluL r R Nn SANITARY SEWER STANDARD MANHOLE RG wM STANDARD PLATE B• �`?'� kdv F• -P -I � 6 UNDISTURBED SOIL UNDISTURBED SOIL - PLAN 'A' Y 9 IS NOT LESS "�ESI THAN3' a SECTION '8' SECTION AT BEND 6� • 2600 PSI CONCRETE �W (�,. 28 "Y STRENGTH G IN d� ivaicloiF NOT INAHLEPS 1, SECtION 'AA' COYER NTfMO ENC $10 8o IN CONCRETE NIIN POLYETNYI[NC OR PIAN 'AA' BUILDING PAPER PPIOR � 3 TO POURING f� STANDARD o6n0r 3- 0.22 CuYdt 0.10 CUYdt 0.05 CuYdtin s• 0.27 CuYOt 0.29 Cuvde 0.00 CUYd[ ID' o z ava. Rae c=Yea D.la c=reD IZ• 0.37 NY6 0.73 Cute[ 0.21 CuYda IV 0.03 CuYdf 1.73 CUYd[ 0.19 CuYdf 20• D.e2 tuYdA 3.3i CUYdR 0.90 CuYdA ta' 1.31 CuYdt 6.77 CuYdt 1.33 CuYdt ' URBAN STREET SECTION - 9 TON I NO SALE I STANDARD PLATE N0. xIMRYOA I B• �`?'� kdv F• -P -I � 6 UNDISTURBED SOIL UNDISTURBED SOIL - PLAN 'A' Y 9 IS NOT LESS "�ESI THAN3' a SECTION '8' SECTION AT BEND 6� • 2600 PSI CONCRETE �W (�,. 28 "Y STRENGTH G IN d� ivaicloiF NOT INAHLEPS 1, SECtION 'AA' COYER NTfMO ENC $10 8o IN CONCRETE NIIN POLYETNYI[NC OR PIAN 'AA' BUILDING PAPER PPIOR � 3 TO POURING f� STANDARD o6n0r 3- 0.22 CuYdt 0.10 CUYdt 0.05 CuYdtin s• 0.27 CuYOt 0.29 Cuvde 0.00 CUYd[ ID' o z ava. Rae c=Yea D.la c=reD IZ• 0.37 NY6 0.73 Cute[ 0.21 CuYda IV 0.03 CuYdf 1.73 CUYd[ 0.19 CuYdf 20• D.e2 tuYdA 3.3i CUYdR 0.90 CuYdA ta' 1.31 CuYdt 6.77 CuYdt 1.33 CuYdt N0. JG 300 }B s -n -u N0. r9 }3 � xnRLAOTA iviliuxiu uw uaiuim Aororo=M o nt ML�IRK1Mli slWm nr[ g I RNu+ AuoDto YAMIa[ LAx WSKI. sats nIs+ME shut ix [GRALLr FJST a1AMJSS STIR aWY 4aDvflri[I SEA NVI7 q YOk11DYv[ 7lNA MC rR(R I B p A own •• L!A DR(r1AL NAD»N 8 SLEEVE NOTES: slay[ sxAu AT IaoruK uAlralu o[[TWO IK aOVIRv[xlt d ASHY D-AAa R As ArrPof[o none sYrrt oRdxswxs sluu CO To rRONIL[H f1Y,0ArDa. ={ TYPICAL WATER TIGHT SEALS HIS uMC F� �JQ • 0 STANDARD PLATE N0. O }y 7-17-n Call 48 Hours before digging: 811 or ca11811.com Common roan lance I.COVERFITTINGS ENCASED IN CONCRETE WITH POLYETNTLENC OR BUILDING PAPER PRIOR ID PWRINO. T. CONCRETE BLOCKING SHALL BE POURED AGAINST MY, UNDISTURBED GROUND. 3. CONCRETE STALL MEET ME REQUIREMENTS FOR GRADE B CONCRETE IN CONFORMANCE WITH Yn/OOT 1101. 1. ALL KETAL PARTS OF DE ROD OR STRAP iT►E RESTRAINS SNALL DE OAWAIII2ED OR COATED WRIT ASPHALTIC ERE USiPR00fING. � WATERMAIN CONCRETE BLOCKING QUANITIES �c ea AJ D / µ0O1 STANDARD PIP681Z TEB or PLVC CR0.C4 Wl2 P1�1103 TAU&•JDlJ3•B8NU1 ILe.90•BENU) AND 1113 flILYD IILS•1 3- 0.22 CuYdt 0.10 CUYdt 0.05 CuYdtin s• 0.27 CuYOt 0.29 Cuvde 0.00 CUYd[ ID' o z ava. Rae c=Yea D.la c=reD IZ• 0.37 NY6 0.73 Cute[ 0.21 CuYda IV 0.03 CuYdf 1.73 CUYd[ 0.19 CuYdf 20• D.e2 tuYdA 3.3i CUYdR 0.90 CuYdA ta' 1.31 CuYdt 6.77 CuYdt 1.33 CuYdt LATE N0. 02 PIP681Z TEB or PLVC CR0.C4 Wl2 P1�1103 TAU&•JDlJ3•B8NU1 ILe.90•BENU) AND 1113 flILYD IILS•1 3- 0.22 CuYdt 0.10 CUYdt 0.05 CuYdtin s• 0.27 CuYOt 0.29 Cuvde 0.00 CUYd[ ID' o z ava. Rae c=Yea D.la c=reD IZ• 0.37 NY6 0.73 Cute[ 0.21 CuYda IV 0.03 CuYdf 1.73 CUYd[ 0.19 CuYdf 20• D.e2 tuYdA 3.3i CUYdR 0.90 CuYdA ta' 1.31 CuYdt 6.77 CuYdt 1.33 CuYdt (NOTE. cro�i «`cs vnoRii[c on u•nAxi ssxu r:c 1' Or aiMu 'MR MI sClu ax s+xDu�l RR wt \ KKi°01 ll�nlb -- A 1buD f10W M \t PUN uA•YUN p no uYw ar Ir clw Sp�vDA f1ADRtR �l'S°St PROFILE NSULATION FOR WATER & SANITARY SEWER PIPE & SERVICES NO SCALE TANDARD PLATE I��A� S N0. 1 _�LODS �JDnerAGO�V PRELIMINARY PROJECT J F - w W � 0 °- O J W W ET NUMBER- C700 UMBERC%0o � �E: 06/25/19 Of M B E R: 0021003.00 Call 48 Hours before digging: s 3 3 811 or ca11811.wa ommon roun ance a „ z 0 S 04 WI KION Al[xYM AY10 ALL SEALS SMALL BE INSTALLED PER -1 TRO Y71 s3Auxr m INTERNAL MANHOLE JOINT SEAL .1-1 Na- Ita ON A-ADNIO.SO - MIMNrlCOYY[MAiNNi 1Wµ- ROros Q- U.N. MANUFACTURES SPECIFICATIONS. CLEAN N II,SPECTI011 TAB AREA AROUND JOINTS WENT WIRC BRUSH NMNurto W cortA- VIR - C SGL rot $10 MWNOA -E .+o CGAR AND WHISK BROOM PRIOR TO PLACING Mlt 310 I7 AtCCuu[NO[P/ JOINT SEALS. MO,/[O tt YAxuIKNMR. zo dM 0110 -1. 10 _ tt 1/a' - -- vAH VIM YAMMR[ ILLNE AIN WINO FIN O Fuc[ Mn s[KAMI MR7 °A AOD0N0. tWtODID - SID MR Io7 1 f E%PANSNIH BANDS ARRD tKN AMONA 00 101 a (.IItA[l[ WNH'a J_ IRI w [KN COIK AT 1411 a•. 1 EKY 10 /"~ RESTRAINING HOOP <1<1<1<1<1 MATIN IXYE OR 13" PRI NMN SRM INFI-SHIELD -- ADAn,Wxr AOIa ONCLE rlWutxr EXTERNAL SEAL CENTERED - PLEATED RUBBER SIECYE +" nuMtss STEW <NrIM[r MORM! ON JOINT WlY11R AIK(s) MN fD ArulsDn /SIDE - MR W N k I AE 4u,wr ` µ•• t A'.NO3. NuukN HDPE r krMd� AEVM_ ` uuYN[[ Lox[ of 1°N: _ Imte LESS TION S' rAEwl coxu[rc s" ux,rlu sNAu I[ sAlonn/ ro 'PLASTIC nDCIVIt. at Ira YMINO nNN M lava "If OR. CxYNn INxWI RINGS (ONN ALL[ N 5 ON W. cMYRn ' ' MI[R L[. VK IL) I" ANNI IYRRw 1•- Yu ,t• W kind [ iw rOA1Kr End110N MI'- Or (A) Y MANHOLE , A F.I 0 5TANDARD MANHOLE FRAME AND CASTING PA(CATT VMN XA` CONE NNNS 1. RUBBER SLEEVE SMALL BE A MIN. Or 3/16' THICK. JOINTS Z m (µl VAHNR[s MOL YSTIw" !PARES ANO �1 NUM 541AIII � ar' Y YINMN 2. 1 S/A` MODE E%PANSION BANDS, iF CAUO[ FROM 3' usrwct AM AtOYM[D) 'Y IAC1I AxCMwI ST MA STEEL. ALL NUTS. BOLTS OR SCREWS ABOVE Z IRI IN PARI SHALL BC STAINLESS STEEL THE WID-I .-175 -12. OA [DUAL ROADS 'YNOMI AOlUSIY[,11 IMO. �' - trrtY' WPAwiN aN Wlu tamR O-rrttA11 uueNLL CGK 3. R[Al"U 11NG HOOP SMALL BE WI IT LEA WAFER •• M[uH INMR to S1AINLL55 STEL, PLACED BC FN PLEAT or TABLE TO Q 9 A[Mtt 1 a• oNKI NO RUBBER SLEEVE. 10' THE IN O NwN uD y. °IDN Ind[ .Arsd�N1 NwR Ixo -1 sNKt IN s[ALLo n1. AN as^ A'N[ 00,111[ MANN. 1. INl..arm or ca'°AT11 INFI-SHIELD EXTERNAL GATOR WRAP WATER LL INCA .1. MUM. W r to ACC[ri 3/1" ON `TION, A ,0^ m IOM[ MAIN. I. -LE AWAIT MAL AS MYNfKNIt. n YN[ CMrt Al TADLE) o Y [aMl f IRF N NoODNN. [Ykoao cMtd M[oun rAOW[Ii 1N[ SAIrt rnAYswx Suns Ano rn[N1rWs an. utto ox Lon s� 1 tAeR TO ON Cr a Ito -� . MO for or OONLNFR -1w,K ATd Dµ1[ NOTES: - COM WEIA7r 3•. 404,170 1. TRE ADJUSTIMMI RINGS ANO FRAME SHALL BE o WtA, DSK W H t/1• SOU L. S[[ CIMNn NCIIN ILEA FOR SAL AID E11NMM1 (WMAIDNM NEE TO TO MY IIW SCALLO WITH AN EIITUMAL RUBBER SEALING UkM dt NW[ 10 M Iw Or M CORE M Y4NIM[S YRN VARIOUS _f, .-S. FLA. SLEEVE, "But -SHIELD' AS MANUFACTURED BY W OIIkR 01 WYLRA nR[MNIMLS YKL MOUE( MM YAM -11 31{ ttMM[if 71[R SCALENE SYSTEM, INC. OR APPROVED EQUAL. DfGtr a 1/a" lOM0. I. dT la Or M CRM Wn NY[ 1 uNIWN S" - YANCLL .11A M1 IS -I. NOTES: 6 AND FM[ OF YT FON Rrsns OR "CISNYt N 10111. 1 A S` Nnl V[N NELL . v<Iuri Ian CM3 1.na Il, AIN rOe.INJ swu k IN IrArusa mLL 2. TTI[ SEAL STALL DC MADE OF EPDM RUBOR WRIT A WATERPROOF FRAME AND CASTING 3- t H Nor A -Nd Ox 1. M COVNY GWn FOY Or M CRTs- _HOE MINI UNI THICKNESS OF 60 NILS AND SEALED WITH Hag (ALL r.ICNaM WINIOlT3, N Yr YWxoU Yn,01 CORE. w W1 Or 1-0 UMMO A CON[ nM FON AN) 1 NW YMNut InU S. W .- Neal - I[ w.x CdA rR,nMrI[R[ AINN Y to 'K1ort0 IE A NON -HARDENING BUTIL RUBBER MASTIC. GId MAtIS W ,nrIYI M 100 1• ML YU) -FY. ILARS TON A FOAM INS. C AM _1Et TAW CNUn SlOt- MODUCIl ECR. L•N n urAOY[D tauµ. " 10' 1. ETON FLEXIBLE RUBBER SLEEvE - „ 30 MILS THICK - NOTE: ( ffLL MIECIION INDIA A LLL AYWS Scall IRI ON A 13 -1 M 1 IAI7K lOAOrM 0 2. NON -HARDENING BUTYL MASIIC r W MNs. -,I..raAt(0 -I. Alw roOwN sNI1L k aM a- SIRS. S cOVIW1UOxf or 10 91Y wwn HIND or { a Af OULAueNB v tN[ <m TN.INtn. M _R AOAlmx. arcs a YK% EXTERNAL CHIMNEY SEAL "-•.••..• - _.•• T.- ' 5 'a i y 1. 1 SUTANI, ql VSrµU.lipY pRriaY[ NO Wr�tO MSrp n13 1trOk ru[No 1a YRn[. t. N[[NW R - IIA SKIN 011ll CNtMt t1 WT MON f1 ML 3RD WT MON W. An RW Ut[MXM ANN AFD WE "MIK SwNNon ANN3. 4. NRNM, a -IM -111 -It. NLµL -"I Or car [IMI FNAV4 SOLID WT ROY M a 1!R<R LMA INC{KN IDI ITfAL K F[C[S]KI MM[ •RAftK• ADMMM MOS WILL It .- M MNT n1NRON DNNf Y[ Npl AIIONED 1011 FINK CAPRI{ ADNfNN,S rRM MME rAuti ANo WTVpl Y S ,S , l X [� SEALS µN n,WM010 - > 3 9 ARwn YK IN AlLwto ru AODsrrN n¢teN WMNRs. • CRY W %VWNR, To MW,t SCM[ ON - __II NEON Nteq AM MASK. YYYI, OR INSINUATION V FM,K A'N Ca_ STY[M a EAR rR0 N NU WLR HAUM OANfD, r'mf UMddt Aa uN COx:I[R S1nCRK. YN MMn [µx SLN[erol/ MIO uO IMYt NO SCALE - > ^ a _ ._ (FOR USE ON All YANNOIE ( JOINTS TROY 10' TO 30' B[w 11,[ ` .1 6' YIN. CENTERED B• YNI. OVERLAPS ON JOINT I_ 7 � - -- -'- 1 -� _�- - - ^ j - _ 9.6 i Z D ZZ q �a iin1h o0 Z w Z ? Y / STYNSW SAl Y / YIM Mµ V /D,rY YN[ 7AL SILL ONLY SEAL 11" dIdYON 9tLL ♦ Id' [n[NSIW Mµ 1 WIT. MOTRd, 0"-N.S' OYER 13"-10.6" OVER la!' -13` WG 13` a" -1b^ OYDI 7A" -ISS` orA ILS' -It" Orta lI' OASN Y -la' MR IP -N" OVER IW --t0.6' OVfa IO.S" App [" Or COVELLO FOR CACI A.MNIE L 1' WINBN WY[al[N D.NU [ OFF,. NtO ttMY[[f[-OOSSaKR S SANITARY MANHOLE FRAME ¢o - - __-- --- - € LC- iE€ - TABLE) - MANHOLE ADJUSTMENT RINGS fi- % MANHOLE JOINT SEAL o 3 AND NO 7STING I; INTERNAL NC H�MNEY SEAL Yo acAR NO = C s enr NO Rg o �• STANDARD PLATE NO. •} STANDARD PLATE NO. n STANDARD PLATE N0. a[ STANDARD PLATE N0. STANDARD PLATE FI O. � E tOo 307 2y S 411 308 T �SG 309 OI.SQc 310 r 314Eli u 1 -n -A I -o -n •-A-,t �y IYNtterA ZA 4; IOTA iN }1 � N,NMgOtA FONY 1/2 PIPE SECIIOY OF 1 A MINIMUM Of THREE 1 1 Z APPROVED HANDUNG DEDUCES FORM I LARGEST DIAUETER PIPE rONY I/2 PIPE SECTDN OF AT 12W SPACING. FORM I/2 RIE SECTION Or /2 PIPE SECTION Or W Z • l LARGEST DUMETER PIPE •'\ ` > LARGEST DUYETER IT •'\ l UROC31 OIAMEIER PIPE I.W.[ J C I '• I I -- T A A GROUT INVERT -- a O I + 1 '1 7 1 GROUT BOTTOM TO SLOPE W F_ F - TOWARD PDE AS SINWIN I �' ` j I I d W 0 SECTION A -A ARROWS GROUT BOTTOM TO SLOPE / ,`\ L GROUT e0I70M TO SLOPE TOWARD PIIPE AS SHOW14 0 uANNOIt COVER SUB FRAME R CASTING (S[[ BY ARTOWARD PIE AS SHOWN i TOWARD EAS SHOWN I 1/Y' MIN. 1 BY ASROws SHALL BE PER Moor MN t CB SCHEDULE) SECTION A -A CLEAR RCEY[NT ••1 �' + J SECTION A -A SECTION A -A 4010 WITH 27" FRAME R CASTING (SCE CLEARANCE l ) YN t CB SCHEDULE). COYER SW GSTING NT HMMMr BE OR L ECCENTRIC OPENING LARWAIEM WITR DL OR OR GRATE J CASTING NECHAH 3067 ADJUS/IMO RING(St Yn/OOT a022 ( PER SID PLATE 4 4 ADJUSTING RIN6(S) I> OR [OU K VM WRIT PCR SID PLATE III �_ DL OR IY CRATE PER SIGN ATE 4? CONCRETE FRAME PER Y fe3 FLOW PER STD PUIC 1111 Mn/DOT PLATE N0. al al N MAXIMUM STEP IS FROM RIM UN[ ADJUSTING RING(S1 TOP OF CURB on EOW NEENAN A-0312 IW(IYUM DISTANCE FROM RIM pRCCAST CCCCNTRIC F� /0 FIRST STEP IS 11'. - PER STD PLATE 1 ! 3[[ TABIL UNC '^ OR EWIVALFNT STOOL COVER SLAB TO FIRST STEP IS 21". REDUCER SECTION i COVER SUB TYPE GRATE M./OOT 4020 Stf13 I6" O.C. Nn/DOT 4022 y MANHOLE TO BE CONSTRUCTED Or pptR j -l- APPROVED STOPS PER PRECAST CONCRETE SECTIONS. S - I •---.•r STEEL BENITORCdO SMALL BE PER STEPS AS PER YN//007 i T MAXIMUM DISTANCE YAA4UY gSfAMCC STEPS AS PER b" T Do M : 'STANDARD DARD SASTM CATS. MALL B[ PER ASTIA IWATERTIGHTC JOINTS STANDARD PUT[ %1a0J U FROM ply TO STEPS AS ►ER PRECAST SEGMENTS AS FROM KIM 10 1. OT STANDARD VARIES SIRUCTURE MI/OOT FIRST STEP IS 24". ' MN��DOT STANDARD RCOUIPLE IN 1 FOOT FIRST STEP IS 24". ►UTC 1160 PRECAST OR CAST-IN-PLACC 16"0.MANHOLE TO BE CONSTAMIED pLfITE 1160 YULFIPlE4 STEPS SILL RPES LO R SECTION Cl-IOF IRECAST CONCR[TF ILAiE 402a �16"O.C. >'u WI1N GROUT SECTIONS. STEEL REINFORCING .. e II• I I II SMALL BE PER ASIY C47a. GROUT INVERT STANDARD OPEMNOS II I I II e� WATERTIGHT JOINTS SMALL BE AS REQUIRED IIPj Q1A. OPEN NO SILL PRECAST LOW IN SECTION 11 I I II S[LL PIPES PER ASTM 1{SC (IN.J �dJ MINIMUM 36" MWR MAXIMUM GH PIPE g I I I I II § WITH GROUT SECTION A-1 1 24 IFS{{ SEAT PDE EGROUT a I II I 111 M Jr 16 2 M17N ON01R 1005E ILOW[R/SfCNON TE 7 E I I 1 I 11 [ S I I 1 t• MINIMUM C.B. DEPTH -FLOW UNE TO INVERT 21 E Y/ a _ II 77 I I 0' YINIMUY 0[PTNZ4 1 MIN. 6" PR[CASI OR wW' 0 3- MEI, I I PIPE DA. MIN. DEPTH W(Tp 2 RINGS EES INTEGRAL CONCRETE ::•:I'•'' ' • YIN. 6• PRECAST OR " IS JI d. 11 IN. I` MANHOLE BASE xjpB w S PRECAST OR INTEGRAL MAN CONCRETE 1 1 1 . 1 I • • L .�'-D"•• PFR OLE B SO11. fi CONCRETE YANHOIE BASE - $ e PER YNDOT 1011. . MANHOLE BASE L 3 46 d. IN. {t - MANHOLE INVERT SRALL BE MANHOLE INVERT SHALL BE i MANHOLE INVERT SHALLBE TCR YHOOT 4011. i 24 bl I . bl M. !{DIES: SLOPED TO PROVIDE Smoot" NDI[3: YAN110LE INVERT STALL BE K SLOPED TO PROVIDE SMOOTH SLOPED TO PROVIDE SMOOTH B YANNOL[ STEEL RRNiORCINO FLOW FORM INLET TO OUTLET. SLOPED 70 PROVIDE SMOOTH 3 ROW FROM INl[T 10 OUTLET. $ ROW FROM INLET TO OUTLET 48 INCH DIAMETER SHALLOW SMALL BE PER ASTM CATS. (SEE SECTION A -A) ,� WNHOIC STftl REINfORTo FLOW rR04 INLET TO OUiIET - L� MAXIMUM FILL HEIOHT IS R. L €. DEPTH CATCH BASIN A_NDARD STORM MANHOLE - CATCH BASIN SMALL BE PER ASTM Ula. SLAB -TOP MANHOLE e a : ° -'a (STORM SEWER) ; STORM SEWERSANDARD MANHOLE MAXIMUM 24 INCH DIAMETER PIPE SIZE ; MINIMUM COVER rLOW LINE - TO TOP OF PIPE IN 2 FEET ; STANDARD STORM MANHOLE -YARD INLET NO SCALE 99� CAM NO SCALE $$d NO SCALL NO SCALE N P CITY er �.� K Or R CITY er N� TV er rr W [ p STANDARD PLATE N0. .7 STANDARD PLATE N0. .F STANDARD PLATE N0. STANDARD PLATE NO. _.f EF STANDARD PLATE NO. J �J 400 7 S8 401 T 6FS 405 ° $ 406 ? S o x a -n -n I -o -H DN.uerA py s -A -A 4. s -n -It 4D8 NIYYNI.TA F LJJ AP O SHEET NUMBER V G 0 C701 PRELIMINARY z DATE: 06/25/19 PROJECT NUMBER: 0021003.00 Call 48 Hours before digging: 99 9: ; 811 or caII811.com ommon roun ance x s a �CROUT BOTTOM TO SLOPE o -GROUT BOTTOM TO SLOPE% TOWARD PIPE AS SHOWNS" 1 TOWARD PIPE AS SHOWN OTO ANPOWS. BY ARROWS. \ iV A A FRAME 6: CASTING PER MN A, JO t8 SCHEDULE a a a a a ER PIP[ PIPL COADUSTI110 RINGS - PAVEMENT I WOOD LIBER ADJACENT \ 1 1. •., J Mn/DOT PLATE BUHNCf YUICN PROPERTY TOP VIEW 4026A END OF UPPER BLANNET- TOP VIEW CASTING NEENAH 3067 OR YAR 4 RINDS. MAX 1' CHIMNEY TO OVERLAP BOTTOM H = EQUWALfMY WIT" DL OR OR ORATE GROUT PER JOINT. • HEIGHT MnOOT 2573 \ W 5 VYBCR Of ADJUSTYCNT •• •,IX MINIMUM A'- MACHINE SLICED OR CND Of B�..T M n RINGS SHALL B[ MAX 16' PRLASSEYBLFD ,�N OUR 10 IN 6" O[[P Z CASTING HERMAN R-1312 ADJUSTING RiNG(Sl " MINIYI2E0 TO THE n' Y' VERTICAL TRENCH Z OR EQUIVALENT STOOL PER STD PLATE Illi \ EXTENT POSSIBLE. IT YIN. 2 1/2' a d Z TYPE ORATE USE (2) A` RINGS •+--,� `ABOVE GROUND OPTION a INSTEAD Or (4) 2' / AS APPROVED BY CC WALL TO BE PRECA31 IT /// PIE CITY ENGINEER. ^ CONCRETE FRAME PER �-1�• E SECTION LO CONCRETE G • Mn/wT PULE N0. 4143 ,L SEWER BLOCK QC Q S... ' , 'XV EARTH FILL V C K r' SEAL WITH PRECAST OPENINGS • II W 43 NOTES; I� GROUT AS REWIRED NOTE: Ly `% m AS AN OPTION, BRICK OR CONCRETE WOOD TARR BLANKET SHALL BE PLACED AND STAPLED BLOCK MASONRY MAY BE USED. I 1AA TR ACCORDING TO Wow SPEC ITICATION 2375.3K2 WITH QN r FOR MATERIALS AND CONSTRUCTION 6"T�FMM THE FOLLOWING EXCEPTIONS. ADJACENT STRIP EDGES / MT11 GROUT YFIK005. SEF C%DOT PINE N0. , SHALL BE OVERLAP A MINIMUM Of 6 DC IJ 1007. COHE SE. DETAILS Or NOTES* S' POSTS - 6' MAX. ON CENTER at 1002 DO NOT APPLY. GROUT INVERT AS MINIMUM 2' PENETRATION PLASTIC M WOOD BIODEGRADABLE STAKES OR STAPLES °��YpI,DuN yDtt SHOWN ABOVE ,�j'L, I RECTANGuuR 1. PRECAST CONCRETE OR BRICK CHIMNEY RINGS MAY BE USED FOR ALL SHALL DE USED IN PUCE Or METAL WIRE STAPLES. MANHOLE STEEL REINFORCING -T 3'-6�X 1'-6' CATCH BASINS, EXISTING STORM MANHOLES, AND ANY NEW MANHOLES . Mr. M.DOT 3865 b — AYE r. SMAII eC PER ASTM CUe. s OU OF PAVED AREAS AND WITHIN CURB AND GUTTER. A e EC STAKES AND 8105 ES ARE ACCEPTABLE PRODUCTS ^ IT SECTION A -A FOR USE TO FASTEN WOOD NEER BUNKO. I < ••pp _. 2. STORM MANHOLES WITHIN PAVED AREAS SHALL USE HDPE 'PLASTIC" RINGS OI —•7 AND 1011-M TO STD PLATE 309 a YIN. B' PREUSI OR EHOIES' INTEGRAL CONCRETE 8 3. CONCRETE ENCASED ADJUSTING RINGS Mn/DOT PLATE 4026A E SILT FENCE gy� 40" IDEA. MANHOLE BASE 1. CONCRETE RASE SHALL BE 6" POURED IN PUCE OR NO SCALE PER YNDOT 4011. y S' PRECAST SLAB.S 1. SNIPS USED FOR LEVCUNG SHALL BE METAL OR CONCRETE WOOD FIBER BLANKET INSTALLATION ON A CUT SLOPE SECTION A -A L £ 110 SCALE Z� z 2. MANHOLE STEEL REINFORCING SHALL BE PER ASTM - S - 3�p ' C475. $ g s b w 27" PRECAST CATCH BASIN YARD INLET 3 ( 8 e b un 0 V 2' x 3' CATCH BASIN Ro an° °, i NO SCALE NO VALE f STORM MANHOLEo ADJUSTMENT RINGS _ G� R� "•"Ort I rvor R� ° Iry eW R� <Iry er H o ►'� STANDARD PLATE N0. STANDARD PLATE N0. A STANDARD PLATE N0, cn STANDARD PLATE PlO. �Se o STANDARD O PLATE NO. O < o WSWYNN O4J 409 rT V4JG 410 jT E•STG 414 �JG r 501 -g uAwl zoos i R -u -IR !! s-loror Nw.u°'A 'ro°°o RURAL UAN (TYPICAL SPEEDS 40 MPH (TYPICAR85 SPEEDS AND ABOVE) BELOW 40 MPH)STREET SIGNS W Z S' BRACKETS -� / n 1F.��Qyy — - AS ENGINEER— z T E M P V/�\J R A R Y _ a 2' 12' BY ENGINEER � T � ur SECONDARY SIGN L} Q lL 24'b _VARIABLE 2Tr_ " (U L D E SAC a \ Q 9' 7' - EXPRESSWAY 7' T r 30 a W _ IG II ELEVATION OR FREEWAY L TS T R E E T WILL B E c e . 6 . w/lo wwM OF TRAVELED — • - wNYFNTMJNAL ROAD ROADWAY 7• RE j} tlDlf: SHOULDER "EXTENDED IN FUTU DEPTH OF CONCRETE SHALL v/ _ BE DETERMINED BY TYPE Of '�-"� - POST SMALL BE PLACED IH A CURB AND GUTTER 12' DU. X 2' DEEP I OOF OLE FILLED WITH CONCRETE y Fes---- 10 11 SECTION AA SHOULDER HFI DER I I 175 1 A , AS DIRECTED NOTES: Swu 6E CYLINDRICAL TafiE STEEL rose, THE POST SHALL K 4' MIN. 3' 3 3 PLO BY ENGIN °-i•' l2' Lara, EnrN z-a/P o0, la aAIreE can AousO auVAa7E EIEn 7 HIdHWA MEETING ASN A-.1! GRADE A X ' q `$ RED ON SLAC r SINN YR YATFAIAI SYLL BE AlUY01VY. y LRPANVON JOINT �N �, SIGN NO. y THE STREET NAME SIGNS SHALL BE NOTCHED ANO MOUNTED IN AN Ea50 3.S' X4-111 6 O BREAKS IN SILT SOCK SHALL BE LOCATED A MINIMUM OF 10 FEET A *J CONCRETE CURB m 3 T BYCNET AND PuaD AaoYE THE mor Yox. d 9 FROM ANY SHARP BEND OR CHANGE IN SOCK DIRECTION. AND CUTTER & 8 STREET NAPE SNNS SN LLL YYF NNH NTYY TY PRISMATIC NOTES: q 3 g SOCK'S SHALL BE OVERLAPPED A MINIMUM OF 24' WITH THE w REIROPERECnYE snanpo (AUTO rtrc rv} q 99 UPSLOPE SIDE INFRONT. `.� 6 iF sTor saws SHALL E ox DUMINIO aY1N NP RFrrosmicrrvE TYPE E WHITE LETTERING ON GREEN BACKGROUND 1� SEDIMENT ACCUMULATION OF 1/2 THE SOCK HEIGHT MUST BE - LL �, >y SMEl41a (ASTM TYPE Y). REMOVED. TYPICAL CROSS GUTTER S J l SIGNS AND INSTALLATION M SIGNS SHALL RF IN MCpIDAVGF NTIH iM THIS SIGN SHALL BE PLACED AT THE END OF DEAD END STREET OR AS A NO SCALE 3 c� g 'YvaESOTA uA1YAl ON uxsoRM uwnt CONTROL xYN.cs' oa STAND ALONE SIGN AT THE END OF A TEMPORARY CUL-DE-SAC. SILT SOCK L ; 9 SE Ty HIT 6 LATERAL OFFSET AND VERTICAL CLEARANCE STOP ND STREE NAME SIGN xg REQUIREMENTS FOR TYPE C & D SIGNS �� B TEMPORARY CUL-DE-SAC SIGN ii FFALE No MALE Iry oP E� } nrvar(� •• } J STANDARD=PLATENO. 4SG STANDARDO PLATE NO. STANDARD PLATE NO. � STANDARD PLATE NO. o6SrvO STANDARD806PBTS5}, ..Ar :oo NI.NueT. i� rn :ea �`T�P 800 i F -u -Is t V4SGP 805 �3 F-Irls _ NIN.R NIN.nerA o LU 8 0 S SHEET NUMBER 6 6 C7/ 02 PRELIMINARY Z DATE: 06/2S/19 PROJECT NUMBER: 0021003.00 OR FACE OF CURB FURNISH AND INSTALL NEW SIGNS 60" �I e A. NuuBEa SIGN COLOR sI2F tovu[ni5 STAKES PLACED BEHIND SILT SOCK TO PROVIDE ADDITIONAL SUPPORT AS NEEDED (DO NOT i TEMPORARY CUL DE SAC. - LATERAL $ RI -1 WHITE STOP ON RED sR " 30" PENETRATE SILT SOCK FABRIC) ) �VREEI WNL W' BRACEToo EXTENDED N NEVIC 5 a MAX. SLOPE '4$ ~ • " 57REET NAYC ON WHITE9'9' PLATES ALL INTERSECTIONS 1 A , AS DIRECTED NOTES: Swu 6E CYLINDRICAL TafiE STEEL rose, THE POST SHALL K 4' MIN. 3' 3 3 PLO BY ENGIN °-i•' l2' Lara, EnrN z-a/P o0, la aAIreE can AousO auVAa7E EIEn 7 HIdHWA MEETING ASN A-.1! GRADE A X ' q `$ RED ON SLAC r SINN YR YATFAIAI SYLL BE AlUY01VY. y LRPANVON JOINT �N �, SIGN NO. y THE STREET NAME SIGNS SHALL BE NOTCHED ANO MOUNTED IN AN Ea50 3.S' X4-111 6 O BREAKS IN SILT SOCK SHALL BE LOCATED A MINIMUM OF 10 FEET A *J CONCRETE CURB m 3 T BYCNET AND PuaD AaoYE THE mor Yox. d 9 FROM ANY SHARP BEND OR CHANGE IN SOCK DIRECTION. AND CUTTER & 8 STREET NAPE SNNS SN LLL YYF NNH NTYY TY PRISMATIC NOTES: q 3 g SOCK'S SHALL BE OVERLAPPED A MINIMUM OF 24' WITH THE w REIROPERECnYE snanpo (AUTO rtrc rv} q 99 UPSLOPE SIDE INFRONT. `.� 6 iF sTor saws SHALL E ox DUMINIO aY1N NP RFrrosmicrrvE TYPE E WHITE LETTERING ON GREEN BACKGROUND 1� SEDIMENT ACCUMULATION OF 1/2 THE SOCK HEIGHT MUST BE - LL �, >y SMEl41a (ASTM TYPE Y). REMOVED. TYPICAL CROSS GUTTER S J l SIGNS AND INSTALLATION M SIGNS SHALL RF IN MCpIDAVGF NTIH iM THIS SIGN SHALL BE PLACED AT THE END OF DEAD END STREET OR AS A NO SCALE 3 c� g 'YvaESOTA uA1YAl ON uxsoRM uwnt CONTROL xYN.cs' oa STAND ALONE SIGN AT THE END OF A TEMPORARY CUL-DE-SAC. SILT SOCK L ; 9 SE Ty HIT 6 LATERAL OFFSET AND VERTICAL CLEARANCE STOP ND STREE NAME SIGN xg REQUIREMENTS FOR TYPE C & D SIGNS �� B TEMPORARY CUL-DE-SAC SIGN ii FFALE No MALE Iry oP E� } nrvar(� •• } J STANDARD=PLATENO. 4SG STANDARDO PLATE NO. STANDARD PLATE NO. � STANDARD PLATE NO. o6SrvO STANDARD806PBTS5}, ..Ar :oo NI.NueT. i� rn :ea �`T�P 800 i F -u -Is t V4SGP 805 �3 F-Irls _ NIN.R NIN.nerA o LU 8 0 S SHEET NUMBER 6 6 C7/ 02 PRELIMINARY Z DATE: 06/2S/19 PROJECT NUMBER: 0021003.00 9 ABOVE-GROUNDTpACE - I12 AWO COPPER R[rCRCNtC xorfs: Call 48 Hours before digging: WIRE ACCESS BO% LI AD STEEL -BLUE m ONLY POLYPROPYLENE PIPE (PP) ALLOWED IN VEHICLE TRAFFIC PERYAHENtLY MOUNTED (TTP) AREAS. CORRECATEO POLYETHYLENE (CP) OR HICK DENSITY 811 or ca11811.com 7GRADE MBOLT 1.OLYETHYLENE (HDPE) ONLY ALLOWED IN GREEN AREAS. Common roue Nance 0' MAXYAH (SEE FRONT VIEW) 3 -WAY CONNECTOR '® PIPE BEDDING SHALL PINE AGGREGATE E BEDDING PER YNDOT -0'E MAX,MA%r...-.� • 3149.4.1 OF SELECT GRANULAR YMERML PER M11DOf 3118.8.2 1•-------+ - - 1`IIII5NE0 GROUND -� ..-- ...._....._. 'FACE WIRE I I. I i I AROUND NORTH OR EAST SIDE Ii•`- � I..., Of PITTINGS 1.0 M 0' wz ; np - WIRE UIIDCPNUIH % !. @ 84.3'-0'03'-D'OC FOR WANK MAGNESIUM NORTH OR FAST PIPE BEDDING? L GROUNDIIIG SIDE OF XTDRANT vi l9 - - - - , 84 x 3'-0' O V 6' OC FOR AMC,Al OP ICAO e 1 ENTRANCE AREA ROD - TAPE OR PLASTIC g _ / HAUNCH 3D , x0 WIRE LANDS IF / / AREA (tYP.) ) Q UST SIDE IN �� TIE (ITP) % ? Z WATERYAIN -- WAIERMAIH s' . LENGTH & LOCATION NOTED ON PUNS HYDRANT - PLAN VIEW ,� ,� .,,\•,� \ SLOPE 3/4' PER FT. \ •., ���� s 6K6-6/6 WELDED WIRE FABRIC 4'-6' PIPE BEDDING. 00 D1 = INSIDE DIAMETER F/NBY n FT . • 4 3'R ! OR = OU751DE DIAMETER 3 n , IMTCH ARCHITECTURAL PLAIT ON HOPE OR STAINLESS STEL BRACKET TO T !. o ;ll� - ADOVE-GROUIIO NOT COMPACT BT ANY NL - 11 ID • • WIRE & REBAR W STOOP AREA PERMANENTLY SECURE ACCESS BOX TO \ 4--_- TRACE WIRE MEANS PRIOR TO PIPE IS IN LB i` • , . TACK COAT GRADE FLANGE ACCESS BOX PLACEMENT. ID ° 1 84 IB 11 • , $• CONCRETE WANK NEW STAINLESS STEEL BOLT TO ALLOW��, I 2.0' SAN OR x II 11 3 A. e FOR BRACKET INStALLAT1011 :,.0, MAX 1 BIT. PAVEMENT CONSTRUCTION NOTES- 4 14 X. D' TAPE OR PLASTIC FIE (TTP) - 3• 1. MAXIMUM NOMINAL PIPE DIAMETER IS 1B' FOR STORM SEWER AND CULVERTS. iT 2. MAXIMUM EMBANKMENT PARTICLE SIZE WITHIN 2 FT, OF PLASTIC PIPE IS to. Y' 4'GRANUURDER ARCHITECTURAL PUNS MGG. BASE E12 AWG COPPER CLAD a 3. PLASTIC PIPE IS NOT ALLOWED WITHIN THE WATER TABLE. DO NOT PERFORM j STEEL-BIUC (TMP) vi PIPE INSTALLATION, EMBEDMENT COMPACTION, OR DEFLECTION TESTING IN Cl1M TO EXPEND TO BOTTOM d J STANDING WATER. OF AGGREGATEBASE WIPE CONTINUES SITTER HYDRANT LEAD - 1.0' WAX ! 4, BACKFILL SHALL BE COMPACTED EVENLY AND SIMULTANEOUSLY IN 6' LIFTS ON [ % Y FI REBAR AND CONNECTS f0 MAIN UNE WIRE \ 7 6' 6' �+ (SFE PUN VIEW) j STEEL AIDC COPPER CUD EACH SIDE OF THE PIPE UP TO 12" ABOVE THE PIPE WHEN COYPACTEO. 8612 12' 20' _ STEEL PCD, fAC10RY S. A PASSINO DEFLECTION TEST Is REQUIRED FOR ACCEPTANCE Of PIPE. CONNECTED TO D618 18' 26' y 1 GROUND ROD D. PROTECT ALL PIPE UNDER SHALLOW COVER FROM DAMAGE FROM HEAVY BbM 24' 32' 4 LOADING DURING CONSTPUCn011 AND PER MNDOT 2501 E 2503. fp4 DRIVE -DI NANODE Y PLASTIC PIPE COVER AND BEDDING REQUIREMENTS FOR NOTES I,Yx\GROUNDING ANODE ROD J TRACER WIRE DETAIL HYDRANT - SECTION VIEW STORM DRAINS AND CULVERTS 1. EXPANSIGN )DINT SPACING IS IOD' NOTES: NO SCALE 2. MIN. 3'CL SUNDER C.&4. F.SEEARCHIIECTURAL PUNS FORWALKSCORWG AND20WTLAYOUr. . d NO SCALE _ 3. CURB SHALL BE PER MnDOT SPK 2531 2. WALK SHALL BE PER MnDOT SPEC 2521 MIX NO. 3A32 WITH A25 -DAY DESIGN STRENGTH OF 3900 -PSL eT AFIF '� �SQ` STANDARD PLATE NO. +-l:°-`iE STANDARD PLATE NO. JG 209 ( J415 WUdBOOfI 86 SME CURB AND GUTTER E 5101 INTEGRAL CURB AND WALK n5105 r ----1 1 T� 1 IACKOF 1 T O INTEGRAL NRB WITH ROUNDED 6* HEIGHT MAX. 0 - 2 CURB -'-Q EDGES TO HOLD ADJACENT GRADE �� AT RAMP _ 0 1 1 OS FACED AS REQUIRED �•' \. I CURB LANDING 2% MAX l \��\ caoss uovE FACE OF y BOTH DIRECTIONS PAVEMENT MARKING DRIVING UNE 4'CONCIRETEWALKWBTH CIRCA 'MW. 'Mw. i \' FRONT FACE (ryP.) (WIDTH VARIES) CONTRACTION JOINTS EVERY VIAND S AIN. A pU 5 Mme' M S' Mw. U 5' Mw. ' OF CURB EXPANSIONJDINTSEVERY1000RAT J �•: FINISH GRADE 90• INTERSECTIONS PLAN NEW OF DIAGONAL RAMP PLAN VIEW OF PERPENDICULAR RAMP _..jlp 5y), A� QCURBFACE •"A TA4LOp 1 "0111NPB RAMP MFA TO BE CgKRRE ROAD 2N OR GUTTER L� RMAP --_�-UAND \Y,-A�pPJN ANDMEETUTFST IDA 5%APPROACH I_ 5 4'MIN- 4'MW \ 2%MAKMONS. RAMP CROSy SLOPE 1 6FT SEE PLAN SLOPE MAX T" -_--' - •. - >'• ISOMETRIC PLAN L IMMVSUNACETODEMEDMMRCg4 RAMP 8 33IS (WON. PERPENDICULAR TO TRAVEL DRFI UNE MAX SLOPE PROVIDE AMT 41W LANDING BEHIND PAIR WIDTH VARIES) CONCRETEWALK THE PEDESTRIAN MMP, 2% MAX CROSS 3. ANYVFATKALI6'THATOCCURSAT G _ 1 1/2' PREFORMED SLOPE THE FLOW TWE MAY NOT BE GRFATU 2%CROSS SLOPE JOINT FILLER MATERIAL SECTION A -A THMIU/INCH. • . °, 6' Q3 PAVEMENT OLDADJACEGRAL N TO 2s III=1 ' ° + I II I MAX SIDE FLARE 10% R INTERSECTIONS SLOP15 D 5%APPROACH SIWID7HU � GROUND, AS REQUIRED sq II O O O O O O. O O O O O O O °O O MAX SLOPE 1, _ - SLOPEMAK _ _____ ,,,,••\•` ` - _ ... �- 1.00 :.:, r ) r SIDE FLARE RAMP SIDE FLARE LANDING NOTES - S, MEN4' MIN. $'MIN. CONCRETEWALK 1. TAPED AREAS TO BE CENTERED AND ALIGNED ON CENTER UNE AND LANE LINES. 6' MIN. 4• MNDOT SPEC 3138 CUSS 5 ELEVATION OF RAMP PARALLEL RAMP SECTION A -AW TEGRAL CURE TO MAKE ADJUSTMENTS IN CENTER MEDIAN AREA ES AGGREGATE BASE Bo HOLD ADJACENT 2 ZEBRACROSSWALKS HALL BE WHITE POLYMER -PREFORMED TAPE OR AN ACCEPTABLE 1 PROVDEARRAINFIY FLAT MINIMUM 111'UWiG BEHND NTHE PEDFSTRWIRAMP, 1% EQUIVALENT APPROVED BY THE ENGINEER MAXIMUM MOSS SLOPE LOTH DAELIpNs. CONCRETE 0.OUNDALL SLOPED GROUND, AS REQUIRED 3. AMINIMUM OF LS FT. CLEAR DISTANCE MUST Be LEFT ADJACENT TO CURB. V LAST STRIPED AREA FALLS 1 CUMPMVMUTODECMCMEANOMEHUTUTADAUQUOWM . RAMPCROSS SLOPE 2%MAXDAUM $l1RFACE INTERSECTIONS INTO THIS DISTANCE, R MUST BE OMITTED. NOTE SACK -TO RAU PEDESTRWI RAMPS SHALL HAVE MINIMUM 41'IANOWG BETWEEN. OR ROME AT GRACE CROSSING _ _ 4. REMOVE ALLCONFUCTWG PAVEMENT MARKINGS AS DIRECTED BY THE ENGINEER 1. ALL TRAFFIC NOW ARROWS TO BE SOLID WHITE REFLECFVE TRAFFIC PAINT AS PERDIMENSIONS ABOVE MM 3, YDESTOUCOtK EINDIMPIFIAFMW" MAOJACWTTOPAViDMFAS. FLARED _ - - NOTES: SLOPE TO BE IO% MANO,IUM EXISTI G NM RAMP ALTERATIONS WITH No LANDING SHALL IE 83A MAXPAUM _ S. AT SKEWED CROSSWALKS, THE TAPED ARDS ARE TO REMAIN PARALLEL TO THE UNE LINES. 1. SEE ARCHITECTURAL PUNS FOR WALK SCORING AND JOINT LAYOUT. PROVIDE lO% MAXIMUM SLOPE UNLESS NOTED OTHERWISEpMAP�yI �,NDWRPMP 6. WHERE PAVEMENT MARKINGS CAN NOT BE INLAYED INTO THE HOT MAT, PAVEMENT 2. WALK SHALL DE PER Mn00T SPEC 2521 MIXNO.3A32 WITH A28 -DAY DESIGN STRENGTH OF 3900 -PSL S. WIYVEROCALUPNRS THAT OCATTMKMUNEMAYNOTBEGREAnRTHM114EtKH 6'Mw I LANDING �6'Mw. SHALL BE 6 ROOVEDFORTHEIN RELATION OF THE POLYMER -PREFORMED MARKINGS. 5. RAMPANDFLAREDSIDESURFACEiODE MMWMMR M4WHRPETAICULARTOTMVELPAIL SEE MIVDOT STANDARD SPEONSTUTION 2564. 6. WALXSHAILK M WWTSPEC2321MMN0.3A32WIIHA2B-DAYDESWNST6MOF3970PIl ELEVATION I.LR MTSA. tAN-At.M1SA IASL AFN3FD. AST NMDA IA1T NNfA. WBBlIBOOd PRIVATE CONCRETE SIDEWALK `MT.7 1AM0(1RIOOd PRIVATE PEDESTRIAN CURB RAMP YYYl3NOO1S PRIVATE PARALLEL PEDESTRIAN EVIsnT I cvunT � SWIYIY SI08 S109T CURB RAMP SIlOB IAFIILYYOOd CROSS WALK STRIPING Sill wood TRAFFIC ARROW SI13 HANDICAP PARKING SPACE WITH HANDICAP PARKING 8'-0' I(Y%12'GALVANIIED BOLTS WITH CALF PAINTED INTERNATIONAL SYMBOL OF SIGNS, 12'X38', OR PE0. WASHERS ALVA(CARLNGE HEX S WITH r1 J e' e' D' ACCE550BIlY ANM CONTRASTING LOCALCODE 2'-0' 4'-0• 2'-0' I I IMIN.. IN SQUARE BACKGROUND, CENTERED rl 15 I -I- -I- TOWMDOPNE AIyIE � 1 I CAF REQUIRED _ t NO �� � > B6 STYLE CURB T (7 o HANDICAP AGN 2'WLVANIIED I II I BB CENTERED AT HEAD OF MANXQ PARKING ���§+++ SEE DETAIL SD1 STEEL PIPE 111 I SPADE ON CENTER STRIDE s. 4O VEHICLE ID ACCESS § 1 T ROUND, SET IN L REWIRED v t q CONCRETE HANDICAP PARKING ACCESS N /_ - _y_ _ S UI l01EH- AISLE ,C EX GROUND F AISLE WITH PANTED NO ' \ ^ TOP M WOUDON HIGH LETTERING OF'NO621.4-� -F PAVEMENT 7 -0' BOTTOM OF THE PARKING' CENTERED HANDICAP VAN TOWARD DRIVE AISLE VAN NOMINAL 2'%12')(8'-0' LOWEST SIGN TO SIGN,1'XI PARKING n NO.IGMDE LUMBER 1 1 efMOUN7FD ACCESSIBLE ACC.'%I6•,ORPFA I A T-0• 60'-66'FROM NOTE LOCAL DE, I MIN. PARKIN GRADE APPLICMIF PERSPECTIVE MOWING EDGE 3•-0. SEE PUN FOR PARKING LAYOUT HANDICAP SIGN evaaaa 2 TREATED WOOD POSTS PAVEMENT 4'WIDE PAINTED STRIPING NOTE 4'%6'X8•N0.2GRADE WEARER OR ; i Ta SCALE AT I50EGRFES AND AT 2' BOTTOM OF SIGNS TO BE MOUNTED STEELCHANNELPOSIS WINE STD § I I 3 O.C. AT ACCESS AISLE 60'-66' FROM PARKING GRACE, SEE WEIGHT OF3 MSFT I SIGN POSTINSTALLATION DETAIL I r IC ITEEL •) I A MIN. •jj: �`I 3'-6'MINFROST I_ ERR -0' CMWG I- FACE OF CURD 10* DIAMETER CENTER lOTELTMEIARRICADE BOARD FACE SURFACES SHALL BE FULLY REFLERORIIED IN ml_�_? 3 I I' CONCRETE DEPT MRUTER 1 FOOTING I",J SYMBOLIN PARKING STALL ALTERNATE SILVER -WHITE AND MD STRIPING USING A REFLECTIVE SHEETING CONFORMING BEAVERTAIL 1 I SIDEWALK 4 ALL LIN ES TO BE S' WIDE TO THE REQUIREMENTS OF SPEC 335 CONCR� Q 2A2A, STANDARD NO. 1. GUTTER 2. PRIOR TO INSfALUNGTHE PFFLLCTNE SHEETW4 THE BARRICADE/DARDS SHALLBE GIVEN ACOMPLETE COATING OF WHITE WOOD PRIMER PAINT CONFORMING TO SPEC 3513, FOLLOWED BY A SECOND COAT ' 11' q OFWIBTEGUMD RAR PAINT CONFORMING TO SPEC 3533 APPLIED ONLY TO THE SURFACES NOT NOTES: •--.� HANDICAP AGN COVERED WITH REREC7IVE SHEETING. 11. 1' DIAMETER STD. fTL RIDE CONCRETE FRIED O DNVF-THRU ONLY, 6' O ALL OTHER LOCATIONS SIGN INSTALLED NOTE CENTERED AT HEAD OF `• y 3. THE BARRICADE BOARDS SHALL BE COMPLETELY PAINTED AND REFLECTORIIED SHEETING SECTION A•A IN LANDSCAPE AREA HANDICAP STALL PARTING SIGN STRIPING TO MATCH SPACE 2'Mw.AND B' 6 APPLIED BEFORE BEING INSTALLED ON THE POSTS INCLUDING UTILITIES, TRASH ENCLOSURE AND SPRINKLER RISERS. PROVIDE I/4'WELDED CLOSURE PLATE No SCALE INSTALLED IN PARKING LOT PARKING, UNLESS MAX FROM FACE OF q 4. THE PLACEMENT OF THE BARRICADE SHALL BE IO -0' FROM THE ENO OF THE BITUMINOUS ROAD AT BOTTOM. PAINT EXPOSED PIPE YELLOW, SfNN7Y DO To DS TO RECEIVE POLYETHYLENE COVER PER LOCAL CODE 2. 24' DIAMETER CONCRETE FOUNDATION. USE SONOTUBE FORM. NOTE CARIB WITH THE BARNUDE CENTERED ON THE ROADWAY FACING THE FLOW OF TRAFFIC 3. 3/8'DIAMETER WELDED HOOPS IB' DIAMETER TOP, BOTTOM AND CENTER L SIGNTO BE 2 -SIDED WHERE HANDICAP PARKING STALLS FACE ONE ANOTHER 5. WITH TD BE INSTALLED W ACCORDANCE WITH THE USD.O.T. MANUAL 2. PARKIN GRADE IS DEFINED AS EITHER FLOW LINE OF CURB OR PAVEMENT SURFACE HANDICAP ON UNIFORM TRAFFIC CONTROL DEVICES. 1. SOLID UNDISTURBED SOIL AT THE HEAD OF THE ST ALL HANDICAP SYMBOL S. PROVIDE PITCH SMOOTH CONCRETE FINISH LMl NTSFR. h Nflt3A. Gln BATRD. LAST RMSA UST ANSA nn1n> HANDICAP ACCESSIBLE SIGN AGE nvlT novo PNTLnT culLnT MhBEBAIOOd SIGN POST INSTALLATION SI14 �� AND STRIPING SI15 BYOBlRRRGw TYPE 3 BARRICADE 5117 YYBMYBOOA BOLLARD 5118 YI�BRIMV BEAVERTAIL CURB 5131 PRELIMINARY J Z W LLI a O T NUMBER: C703Cle ce 06/25/19 a ABER: 0021003.00