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PROVIDE GRAVEL <br />ENTRANCE FOR EXISTING <br />GRAVEL DRIVEWAY' <br />---_--EX- GRAVEL DRIVEWAY ------ <br />INSTALL ROCK SWALE TO BOTTOM <br />OF TEMP. SEDIMENT BASIN. <br />28.5X/ /. <br />REMOVE & DISPOSE OF EX. <br />BITUMINOUS TRAIL AS REQUIRED FOR <br />CONSTRUCTION OF PEDESTRIAN RAMP. <br />I- - -REPLACE WITH EQUAL SECTION. <br />IIII <br />L----� I ; <br />Iyu� <br />X 211.5 x <br />2&5 <br />C 31.3 31x0 <br />CONSTRUCT AMMP. SEDIMENT BEGIN TRANSITION TO <br />BASIN W/RISER PIPE. B612 CURB & GUTTER <br />(SEE DETAIL) . <br />24 <br />OUTLOT A GL 32.5 <br />� O <br />00 M <br />N N <br />� m <br />935 <br />930 <br />925 <br />920 <br />915 <br />d O <br />01 a,0) <br />N N N <br />01 01 01 <br />17+00 <br />--1000 a,--N4-�01 <br />2o'ii 304 140TH STREET N <br />Z <br />Q <br />9W.14 w <br />J I <br />z' Q <br />C0 <br />I ' <br />W I I Z STA. 20+10.17 140TH STREET = <br />929.81 <br />I �GL ILL. FENWAY BOULEVARD <br />I \ <br />(TYP, , ov <br />TC 31.15 <br />MATCH EXISTING <br />I © ❑V CURB & GUTTER <br />❑ 20+00 -.171 - - - - <br />140TH STREET N <br />TC 31.15 - - <br />_ I ' <br />------------- <br />I <br />I0) <br />aLa.J6 I s - <br />SAWCUT,S MILL &MATCH <br />I ;I EXISTING BITUMINOUS <br />C 33.3 C 33.5 <br />o <br />I GL 33.3 GL 33.0 <br />rn <br />Im1Z <br />O <br />10 <br />1 -0 i F <br />W I� <br />9Ja.]6 <br />�I I � <br />I IZ <br />GL <br />I III I <br />REMOVE & DISPOSE OF EX. <br />ou <br />BITUMINOUS TRAIL AS REQUIRED FOR <br />Z <br />CONSTRUCTION OF PEDESTRIAN RAMP. <br />�D <br />REPLACE WITH EQUAL SECTION. <br />m <br />140TH STREET <br />N <br />O O O O O O It <br />I" M <br />I E0 <br />In 0 <br />W O N to 00 00 <br />rn O rn 0> <br />a0 <br />a0 n <br />N O O O 10 O O <br />O <br />O M M <br />O <br />M <br />O O <br />M rr1 <br />01 O M 01 C1 01 01 <br />01 01 O O <br />m <br />01 01 <br />HIGH PT STA = 19+51.52 <br />HIGH PT ELEV = 931.03 <br />PVI STA = 19+50.00 <br />PM ELEV = 931.20 <br />M = 0.17 <br />EXISTING <br />K = 58.14 <br />GROUND <br />90.0, VC <br />18+00 <br />PROPOSED �50 <br />GRADE WARP OUT <br />CROWN � <br />B618 CONCRETE CURB & GUTTER <br />8612 CONCRETE CURB & GUTTER <br />Tc9s.2o <br />DENOTES TOP OF CURB ELEVATION <br />FOR THE TYPE OF CURB SHOWN. <br />© <br />DENOTES PEDESTRIAN RAMP. <br />(SEE DETAIL) <br />❑V <br />CONCRETE VALLEY GUTTER. <br />TYPICAL STREET SECTION W/TRAIL <br />80' R/W - 28' F/F <br />14.67'��{I^1TO )1�.6{-^727 (FACE FACE <br />I SLOPE7 <br />B618 CONCRETE <br />CURB & GUTTER <br />TC = rt+.14• <br />*PAVEMENT SECTION <br />BTBITUMINOUS WEAR COURSE (SPWEA240C), MNDOT 2360 <br />BITUMINOUS TACK COAT <br />2.5'-A S 5 AGGREGATE <br />BASE COURSE (SPWEB230C), MNDOT 2360 <br />8' CLASS 5 AGGREGATE BASE, , AND 31 <br />24" SELECT GRANULAR BORROW, MNDOT 3149 <br />12' APPROVED SUBGRADE <br />* FINAL SECTION TO BE VERIFIED / MATCH EXISTING SECTION <br />N <br />BENCHMARKS <br />i. Top Nut of Hydrant located approx. <br />120 ft. northwesterly northwest co <br />of the existing building, as shown.rn <br />Elevation = 932.85 ft. <br />0 15 30 60 <br />2. Top Nut of nt located at the <br />southeast cHydraof 140th Street N. <br />(IN FEET) and Fenway Boulevard N. <br />Elevotion = 934.51 ft. <br />935 <br />930 <br />925 <br />920 <br />1'=30'` <br />0 <br />Ln <br />z 01 <br />> W M00 <br />it ZO• 70 N ILA M <br />�Lno <br />y ZO Z <br />- C0) Z X <br />L rn <br />i , 6 LL <br />uz' m <br />nr o' <br />um �M,o^ <br />01 <br />0 <br />0 <br />2 a QJ v <br />`QDO�� <br />15 M <br />W0 <br />J= <br />a <br />Z <br />O <br />FI Z <br />O <br />M <br />Z a N <br />O <br />U <br />W F <br />W Lu <br />H P _ <br />cn = <br />0 � <br />T4 <br />U <br />J <br />J <br />Z a, <br />~ C 00 <br />O <br />J Q an <br />O I^ <br />_ z <br />3 � <br />0 C <br />Z LL 01 <br />a Ln <br />J N 2 <br />rn <br />O <br />H <br />U <br />x <br />REVISIONS g <br />1. 6/23/20 Issued For Permit 5 <br />t <br />z. ]no/zo Per city comment <br />3. 7/28/20 Addendum 2 E <br />1p <br />4. <br />s. - <br />6. 6 <br />DRAWN By: KRO <br />DESIGNED By: WK <br />ISSUE DATE: 6/23/2020 <br />B <br />e <br />I hereby certify Nat Nis plan, in E <br />r report was prep0-r <br />ared by me or ur de, Imy 6 <br />direct <br />supervision and that I a a , tlulC <br />Licensetl Professional Engineer antler the <br />laws of the State of Minnesota - <br />Name: Brian J. KrystoNa,k', �P.E'. A <br />Signature: a 2 !S- <br />s <br />Date: 6/23/2020 License #: 25063 8 <br />C9 of <br />Ll 2] <br />