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1 <br />A <br />B <br />C <br />0 <br />J <br />E <br />_WL ��� <br />wL�WL��WL / <br />�V <br />X <br />0 <br />2 3 <br />J <br />W� <br />�M <br />�MCONTROL STRUCTURE (BURIED) <br />-DATA PER PLANS <br />rim = 923.00 <br />inv in = 920.50 (12" E) <br />inv out = 920.50 (12" W) <br />sump = 916.50 M <br />FES <br />v=920.1 <br />3 <br />WL� <br />w� \ <br />w� <br />(9 <br />d) 1 <br />W a�erma\n as <br />\ocat� <br />1 � <br />1 <br />G FOOTING <br />CONNECT TO N AT IE = 92105 <br />�FtA (PER PLAN <br />4 5 6 7 <br />\ Manhole 198 'Sanitary Manhole 1 b-1 <br />rim=922.94 rim=922.74 <br />inv=918.24 inv (NW, NE)=904.34 10" \ <br />inv (SW)=904.4 8" <br />JJ -� <br />JJ CA <br />M ole 197 <br />�qj JG JJ rim=9 5 <br />OVA inv=916. <br />1 <br />\ \ <br />�� JJ <br />r <br />nhole 196 <br />J <br />r` \ -A rim 22.91 <br />i J inv= 5.95 \ <br />i <br />/ <br />/ <br />/ <br />/ 3 \ <br />/ <br />/ 2 <br />/ 6 w,, \ <br />DQ� FES (Per Plans) <br />i% inv 920.50 ., 3J <br />/ <br />FES (Per Plans) 1 <br />inv = 920.50 \ \ <br />\ � 2 <br />(� l <br />CONNECT TO BLDG ROOF DRAIN <br />AT I E = 920.75 <br />ECT TO BI OG O N E KA ELEMENTARY (PER PLANS) <br />CONN inv = 918 00 <br />FES Per Plans) <br />inv = 21.00 <br />anhol 189 \ <br />\S� rim=9 .16 <br />O\ �� �nv=91 2 \ <br />NA <br />�vJ <br />/ 811 <br />o \ <br />inv=921.57 1 F <br />D'A <br />•{ 920.82 ` \ <br />J 3 II III <br />9 :: <br />wJ ���.•�: I I III � J � <br />IE�I IMI II <br />IIMI II I I <br />IIMI II � J <br />'•�`i! � I MI IMI II <br />IIMI IMI I ` <br />�•i- MI IMI II I <br />IIMI IMI II <br />I I MI I MI I \ <br />•• : la I I <br />I I I=inv=919. 3 <br />�• • �• �•-� I MI II \ � @PERS'fi ». • <br />• Latex ,� ��\ •� "t,:. I I 1 \ <br />l \ <br />4 7 <br />III <br />aln er \an� �r I I_ \ <br />water(n ted 9 .: I I IT I F S <br />•+ 1 ; \ lnOt \oca inv=919.52 inv=918.71 l \ <br />4,0 <br />t 9 <br />MI I I ��P \ RGQ Manhole 187 <br />NQJ-' ;_-• ` 1 �`"J OF gP�L30 \ 15<< rim=921.16 <br />M I 1 I ,- RPP E, g20 inv=914.60 \ <br />Manhol IIm II--111 ��P e\ev. <br />Manhole rim=925.53 9 3 3 1 I M I I-E-:1 I <br />rim=925.34 Q I \ 1 I M I IEEI I 1 CONTROL STRUCTURE (BURIED) <br />Manhole �I I DATA PER PLANS <br />JJ rim=925.34l I M I -_I I rim = 922.00 <br />Q � M I1=1 II--1 I inv in = 918.50 (12" NE) <br />inv out = 918.50 (12 SW) <br />0 11M I II I ICI sump = 914.50 <br />I M� <br />iate� r=p s M I IE <br />t located) I 1 <br />S H3(P � <br />r = 23.9 <br />in 'n 91 .06 (8" N) <br />nv =9 4.96 (EX. 8" S) <br />a <br />c� <br />O <br />an- <br />' <br />i <br />i <br />( _ <br />CD <br />( ' CL JJ <br />1 CU - F 918.32 <br />0 <br />0 <br />FES <br />inv=918.13 <br />FES (PER PLANS) <br />inv=918.50 <br />0 <br />Manhole 186 <br />rim=921.55 <br />inv (N,S)=912.89 <br />^� i v (E)=914.29 <br />� J <br />JJ \ \ <br />i 8 <br />DEMOLITION NOTES <br />1. Verify all existing utility locations. <br />2. It is the responsibility of the Contractors to perform or coordinate all <br />necessary utility demolitions and relocations from existing utility locations <br />to all onsite amenities and buildings. These connections include, but are <br />not limited to, water, sanitary sewer, cable tv, telephone, gas, electric, site <br />lighting, etc. Do not disturb active utilities until new or temporary services <br />are in place. <br />3. Prior to beginning work, contact Gopher State Onecall (651-454-0002) to <br />locate utilities throughout the area under construction. The Contractors <br />shall retain the services of a private utility locator to locate the private <br />utilities. <br />4. Sawcut along edges of pavements, sidewalks, and curbs to remain. <br />5. All construction shall be performed in accordance with state and local <br />standard specifications for construction. <br />6. Remove and replace asphalt pavement as needed to properly install new <br />curb and gutter in areas of mill and overlay. <br />SYMBOL LEGEND <br />REMOVE AND DISPOSE OF EXISTING BITUMINOUS <br />:•::•:•:•::•:•:•::•:•:• <br />PAVEMENT SECTION. AT CONTRACTOR OPTION, <br />""""""" <br />RECLAIM FOR USE AS BASE AGGREGATE <br />' , ;,, :' • <br />REMOVE AND DISPOSE OF EXISTING <br />CONCRETE PAVEMENT SECTION <br />REMOVE AND DISPOSE OF ALL UNDERBRUSH, <br />TREES, AND ROOTS <br />KEY NOTES <br />O1 REMOVE AND DISPOSE OF EXISTING CONCRETE PAVEMENT. <br />O2 REMOVE AND DISPOSE OF EXISTING BITUMINOUS PAVEMENT. <br />O3 REMOVE AND DISPOSE OF EXISTING TREE, STUMP, AND ROOTS. <br />O4 REMOVE AND DISPOSE OF EXISTING STORM SEWER UTILITY. <br />O5REMOVE AND SALVAGE EXISTING PAVERS. COORDINATE WITH <br />OWNER. <br />O6 REMOVE AND DISPOSE OF CONCRETE CURB. <br />O7 REMOVE AND DISPOSE OF EXISTING WATER MAIN. <br />O REMOVE AND DISPOSE OF EXISTING SANITARY SEWER. <br />O REMOVE AND DISPOSE OF EXISTING ELECTRICAL POLE, FOOTING, AND <br />ANY OTHER RELATED INFRASTRUCTURE. COORDINATE WITH <br />ELECTRICAL. <br />NORTH <br />0 15 30 60 <br />Oneka Elementary <br />School Addition and <br />Renovation <br />4888 Heritage Pkwy North <br />Hugo, MN 55038 <br />INDEPENDENT SCHOOL <br />DISTRICT #624 <br />4855 Bloom Avenue <br />White Bear Lake, MN 55110 <br />WOLD ARCHITECTS <br />AND ENGINEERS <br />332 Minnesota Street, Suite W2000 <br />Saint Paul, MN 55101 <br />woldae.com 1 651 227 7773 <br />Larson <br />Engineering, Inc. <br />3524 Labore Road <br />White Bear Lake, MN 55110 <br />651.481.9120 (f) 651.481.9201 <br />www.larsonengr.com <br />© 2021 Larson Engineering, Inc. All rights reserved. <br />I hereby certify that this plan, specifications or report <br />was prepared by me or under my direct supervision <br />and that I am a duly licensed Professional Engineer <br />under the laws of the state of Minnesota. <br />Greg A. Buchal, P.E. <br />Date: Lic. No.: <br />Revisions <br />Date <br />Comm: 12216147 <br />Date: 03.04.2022 <br />Drawn: MTH <br />Check: GAB North <br />DEMOLITION <br />PLAN <br />ai�_04,2022 SITE PLAN SUBMITTAL C 100 <br />"'-'NOT FOR CONSTRUCTION <br />