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15 6 _ _ 18.4 <br />11+00 12+00 <br />ryry/ <br />140TH STREET N <br />(FUTURE EXTENSION BY CITY) <br />{ 22.1 <br />\ 1 00 <br />RETAINING WALL #2 <br />�ryv <br />< / <br />L-El J \ / I 4 <br />PROPOSED q GRADE & �30. -932 - - - <br />CONTOURSFOR FUTURE ohe ohe he oh�--ohy_-� e ohee �h=ohe oh ohe <br />ROAD (PER STREET I ------------ <br />PROFILE - - <br />PROFILE PROVIDED BY CITY) \ ------ -� <br />- ��--------- <br />X25.1 / 26.2 27.2 <br />14+00 15+00 <br />16+00 <br />-930- <br />- <br />• 1 W .5U.0 - <br />• BW27. / <br />• TW30.0 - --- _ <br />/--� • p /BW27.5--�- <br />$�2 <br />\ l• I 30.0 -D - -D 29.5 <br />TW \ 6 / ---- <br />le BW29.0 T- T- / PE �- �928-_ <br />or <br />DF <br />• I I / �_ 29.8 N T DT DT Di 29.6 -H I \ - <br />1 i <br />I�• N DT D' D DT co / <br />I I / I / ► ` EXISTING N <br />5 / �> <br />3 4 30.4 30. LI I ROCK CONSTRUCTION I HWL = 928.5 / �/ ��� / / <br />� 4.0 <br />30 30. <br />• I I I I, �f� o d ENTRANCE <br />31.5 .I I <br />I LI I N <br />I I i Cb I / <br />I I� 0)I I N . 2% _ _ 30.5 30.5 r7 I II / <br />I I f 30.8 31.0 <br />EXISTING BASIN I I e I I I o I I EXISTING B BASIN <br />TC 31.3 \TC 31.3 <br />BTM = 915.0 • I I I j 31.3 31.5 GL 30.8 \ GL 30.8 'l I I / <br />HWL = 918.3 I • I / I HWL = 928.5 <br />TC 30.8 1} I i <br />i h / <br />• o � d I GL 30.8 <br />e� <br />rn <br />® 0)N�11 J 1• �o�o� <br />• I/co <br />\ 1 e o <br />I• l l <br />• I II I r5 I \ TW 30.0 I <br />I I• I I �Ij O BW 29.0 1 / <br />I I <br />• I I I I / I d 4,8% 31.3 <br />I I• „ I ao f d° 2 TW 30.0 • / <br />• I TI I BW 26.2 I <br />e I I I d . I I <br />315 PROPOSED BUILDING I RETAINING WALL #1 I I <br />I EXISTING WETLAND 931.5 HWL 928. <br />/ • I I I I I M I / EXISTING POND I II I I I I I �I NWL = 924.0 I <br />/ • I I I I IHWL = 928.5 II <br />• I TW 30.0 I I I <br />BW 26.2 <br />II• I / TW 30.0 <br />I I <br />\• - - - - - - - - - <br />- - l--- J / RIM=922.3 : INV=922.3� �+LOT A <br />Yb <br />eF r r - ----�--�-_xX =X --* --_X - - ---x ------- <br />93 9� � <br />O I 1.8% I�� 0> �� Qom_ <br />31.3):d g o� <br />31.5 d°° 31.5e 31.5° d 31.5 31.5° 31.5,4 31.5°d <br />_�/ / • • • s HI 31.3 d° °a a= d ° <br />I III 931.35 � 31.3 3 3 31 3 <br />Ai /n <br />le GL 30.0 I <br />I/r` /� 15 RCP M / IM=928.8 <br />INV-923.6� �30.3--»,X---»---»---»-» »---»---»- >�O -- »�}NV=925.1 RIM=929.1 <br />III I M � ` � 9 I <br />30.2 29.5 <br />294 I '� <br />T <br />,I <br />' I <br />, I 930.48 X � \ 930.04 / <br />x GL �1 .0 X BT <br />-9 ol <br />AI 3 <br />x I \ BT oo X BT0.15 �T9.98 / - <br />' <br />I I / _930- <br />I <br />930.00- <br />' �1 BT / <br />I----- ----- ----- ----- - X_BL41 ----- X9 61 B., DIP X i81 -- ---- X -&T0.50 -- --- G ---- ----- ----- ----- ----- ----- ----- - <br />1 <br />i h III �/ <br />° d -- d ---� a---S-fnW---------- --- <br />d a ° d a -- <br />1 <br />I <br />I I <br />A , <br />I, I I <br />1 ' <br />I <br />I <br />IA <br />AI EXISTING BUILDING <br />1 I <br />I, <br />A <br />LEGEND <br />EXISTING <br />PROPOSED <br />PROPERTY LINE <br />EASEMENT LINE <br />- <br />- - - - - - <br />CURB LINE <br />_________-_ <br />BITUMINOUS PAVEMENT <br />r 7 <br />L---------J <br />CONCRETE PAVEMENT <br />--' <br />SANITARY SEWER <br />--->--->- <br />STORM SEWER <br />--»--M <br />>> <br />WATER MAIN <br />---- <br />UNDERGROUND GAS <br />Ug <br />UNDERGROUND ELECTRIC <br />ue <br />DENOTES INLET <br />UNDERGROUND TELEPHONE <br />ut <br />PROTECTION <br />MANHOLE <br />O <br />HYDRANT <br />Yo MH <br />�C? <br />GATE VALVE <br />N <br />LIGHT POLE <br />SIGN <br />10' CONTOUR <br />Joao <br />-1040� <br />2' CONTOUR <br />- -1038- - <br />1038 <br />SPOT ELEVATION <br />(CURB ELEVATIONS <br />"".0 <br />00.0 <br />ARE TO GUTTER LINE) <br />X <br />---a- X ----- 0- <br />TOP OF CURB ELEV. <br />T 44.3 <br />GUTTER LINE ELEV. <br />G 43.8 <br />E.O.F. <br />EMERGENCY OVERFLOW <br />43 In x el� 4 <br />000.0 <br />SILT FENCE <br />+ e e e e e- <br />GOVERNING SPECIFICATIONS <br />1. THE LATEST EDITION OF THE MINNESOTA DEPARTMENT OF <br />TRANSPORTATION "STANDARD SPECIFICATIONS FOR <br />CONSTRUCTION" AND THE CITY OF HUGO SPECIFICATIONS. <br />2. THE LATEST EDITION OF THE MINNESOTA MANUAL ON <br />UNIFORM TRAFFIC CONTROL DEVICES (MMUTCD). <br />3. THE LATEST EDITION OF THE CITY ENGINEERS ASSOCIATION <br />OF MINNESOTA (CEAM) STANDARD SPECIFICATIONS. <br />GRADING NOTES <br />1. ROCK CONSTRUCTION ENTRANCE, SILT FENCE, AND EXISTING <br />CATCH BASIN INLET PROTECTION SHALL BE INSTALLED PRIOR <br />TO GRADING CONSTRUCTION, AND SHALL BE MAINTAINED <br />UNTIL THE SITE HAS BEEN STABILIZED. <br />2. CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS AND <br />ELEVATIONS OF EXISTING UTILITIES PRIOR TO THE START OF <br />GRADING CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY <br />THE ENGINEER IMMEDIATELY OF DISCREPANCIES OR <br />VARIATIONS FROM THE PLAN. <br />3. CONTRACTOR SHALL STRIP, STOCKPILE AND RESPREAD <br />SUFFICIENT TOPSOIL TO PROVIDE A MINIMUM OF 6" OF <br />TOPSOIL OVER ALL DISTURBED AREAS THAT WILL BE SODDED, <br />SEEDED OR LANDSCAPED. <br />4. ALL DISTURBED AREAS MUST BE STABILIZED WITHIN 7 <br />CALENDARS DAYS AFTER LAND -DISTURBING WORK HAS <br />TEMPORARILY OR PERMANENTLY CEASED. <br />5. ALL SLOPES 3:1 OR STEEPER SHALL HAVE MNDOT CATA <br />EROSION CONTROL BLANKET AND SEED, OR APPROVED EQUAL. <br />WETLAND IMPACTS <br />1. NO WETLAND IMPACTS ARE PROPOSED FOR THIS PROJECT. <br />N <br />0 15 30 60 <br />( IN FEET ) <br />BENCHMARKS <br />1. Top Nut of Hydrant located approx. <br />120 ft. northwesterly northwest corner <br />of the existing building, as shown. <br />Elevation = 932.85 ft. <br />2. Top Nut of Hydrant located at the <br />southeast corner of 140th Street N. <br />and Fenway Boulevard N. <br />Elevation = 934.51 ft. <br />CALL BEFORE YOU DIG <br />Know what's below. <br />Call before you dig. <br />J <br />a <br />i <br />Z Inw <br />Z <br />V <br />Ln <br />q <br />.n <br />Z <br />Z <br />f <br />L <br />V <br />t�>> <br />Z <br />U <br />W U1 W <br />J <br />y <br />m <br />J <br />z <br />o� <br />a <br />OLLI <br />U <br />07 <br />~/ <br />� <br />U) <br />W <br />n <br />Z <br />W <br />� <br />CO <br />11 <br />0 <br />n <br />W <br />Q �I <br />G <br />o <br />Ix <br />O <br />VZ <br />U) <br />W <br />ci <br />co <br />2 <br />a <br />k1 <br />co <br />00 <br />H <br />Z <br />� <br />co <br />J <br />� <br />Wa <br />z <br />Q J <br />Z <br />J <br />0 <br />H <br />0 <br />0 <br />V <br />o <br />W <br />Z Z <br />0 <br />W <br />Q <br />ao <br />� <br />Cd <br />W <br />�j <br />J <br />J <br />(� z <br />Z(1) <br />I"I � CO <br />Cl N M <br />o <br />J Q Ln <br />0 Ln <br />_ �' z <br />C <br />Z LL_ 0 ) <br />Q Ln =3 <br />J (V = <br />li we M <br />,-� <br />0 <br />REVISIONS <br />1. 12/9/21 per City Comments. <br />2. <br />3. <br />4. <br />5. <br />6. <br />DRAWN BY: <br />KRO <br />DESIGNED BY: <br />BJK <br />ISSUE DATE: <br />7/30/2021 <br />I hereby certify that this plan, specification <br />or report was prepared by <br />me or under <br />my <br />direct supervision and that <br />I am a duly <br />Licensed Professional Engineer <br />under <br />the <br />laws of the State of Minnesota <br />Name: Brian J. Krystofiak, P.E. <br />Signature: <br />IV <br />Date: 7/30/2021 License #: 25063 <br />C4 <br />of <br />C11 <br />3 <br />0 <br />