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PARKING LOT AND EROSION CONTROL DETAILS <br />PAVEMENT INSTALLED FLUSH <br />/ <br />SAME SLOPE AS PAVEMENT <br />a a <br />12" MIN. <br />CONCRETE GUTTER <br />DETAIL DRAWING EDS-1 <br />jl <br />411t1 <br />41M% <br />44grelligtOW: <br />-Mtn rb„ <br />—"Malt ter Vme, <br />""wileS <br />OECITUTILE <br />1:11V1.161 DEFT1-1_ <br />1,- 2' WASHED POCK <br />006 <br />.6v <br />NOT TO SCALE <br />NO-IE. <br />I . MINIMUM CONSTRIUCTION ENTFANCE WIDTH EQUAL TO PRII7P05ED 100001 WIDITY-L <br />2. WIDTH OF RADIUS 00 REOUIP ED TO ENSURE VEHICLES DO NOT TP000 cLiro <br />PUBLIC ROAD, <br />2. MAINT01NENCE 00 REOU1PED TO PREVENT TRADING ONTO KIP EIC ROADS. THIS <br />1101' REQUIRE FOP DRE.5.51N0 WITH ADM FIDNAL FIOCI,- UP. RE 100VAL AND <br />FIEINS I-ALLA-DON OF THE E II TRANCE AN NEEDED. <br />APPRDVED: <br />1 — 201 6 <br />000r TO SCALE <br />STANDARD DETAILS: <br />?OCK CONSTRUCTION ENTRANCE <br />CITr PLATE No. <br />FRO-5 <br />ROCK CONSTRUCTION ENTRANCE <br />DETAIL DRAWING ERO-5 <br />ENGINEERING DESIGN & SURVEYING <br />6480 Wayzata Blvd. Minneapolis, MN 55426 <br />OFFICE: (763) 545-2800 FAX: (763) 545-2801 <br />EMAIL: info@edsmn.com WEBSITE: http://edsmn.com <br />1 1/2" TYPE 42B BITUMINOUS WEARING COURSE, <br />Mn/DOT SPEC 2331. <br />FITI111III L., I :5T HE DOT IJoIIDIFD 'FE( <br />1 1/2" TYPE 32B BITUMINOUS BASE COURSE, <br />Mn/DOT SPEC 2331. <br />6" AGGREGATE BASE, CLASS 5 Mn/DOT SPEC 2211 <br />100% CRUSHED. RECYCLED MATERIAL PERMITTED <br />PLACE ON PREPARED SELECT SUBGRADE, Mn/DOT SPEC 2112 AND 3149.2C. <br />MODIFY TO 24" OF SUBGRADE COMPACTION FOR SOFT AREAS OR FILL <br />ENCOUNTERED IN SUBGRADE. <br />NOT TO SCALE <br />TYPICAL SECTION FOR NORMAL <br />TRAFFIC AND PARKING AREAS <br />DETAIL DRAWING EDS-2 <br />SUBSOIL <br />GEDTENTILE HUES <br />SECTION 113-B <br />GEMENT. FILTER <br />SECTION A -A <br />SOLT FENCE <br />NOTE HOT TO YLALE <br />SILOPES 4:1 CM GREATER, ANCHOR OR STRAIGHrt DISKED STRAVII MULCH, SEEDED NETTING, GAMIC, OR MATTING SUCH AS ENCELSIOR <br />SHALL BE USED TO STADIUM DYSTURBED 50LS TIMM EXPOSED DOES NIUS, BE STABIIMILD PNIMEDNATELT AFTER GRADONG OF SOILL 15 <br />COMPLETE <br />A SIDIRTIAJO CIE EROSKIN CONTROL FABRIC OR MULCH MUST BE USED TO PROTECT OUTLETS AS ILIMISITMAITEG, REGARDLESS DE SLOPE <br />RIP MAP RS CLASS PLACED 415. THICK_ <br />FOR PPE GREATER THIA111 ar DIAMETER OR SPAR QUANTITY' CR LEDTEAPILE FABRIC AND PIP AIAP W. HAWKED IN A EASE Eh <br />CAM MANNER <br />MOTE/DALE FABRIC SMALL COVER THE BOATIDLI ORM SIDES OF THE AREA PCAVATED FOR THE RIP RAP !OATH. <br />RI" IPAP AT I CP OUTLE IS I I RIF RA/, AT IRCP-A OUTLIETS <br />19" DEPTH MAN <br />pH I (FT I FABRIC 111,P RAP OF PIM ,I. GEPTE,ILE <br />FABRIC <br />F1 IP 8 dere 2, 12 <br />27 4 71 43 <br />92 35 2 51 <br />30 14 41 6 <br />IX 51, IX <br />APPROVED: <br />9 — 2016 <br />12 3 <br />IS E <br />la <br />6 2.2 <br />STANDARD DETAILS: <br />P.IP—PAP <br />CITr PLATE No. <br />EPO —3 <br />RIP -RAP <br />DETAIL DRAWING ERO-3 <br />IRIP RAP <br />81 <br />85 <br />-44 <br />2" TYPE 428 BITUMINOUS WEARING COURSE, <br />Mn/DOT SPEC 2331. <br />El1i1'1111I I Ilo D(IT T-IID.FE -FE <br />2" TYPE 328 BITUMINOUS BASE COURSE, Mn/DOT SPEC 2331. <br />8" AGGREGATE BASE, CLASS 5 Mn/DOT SPEC 2211 <br />100% CRUSHED. RECYCLED MATERIAL PERMITTED. <br />PLACE ON PREPARED SELECT SUBGRADE, Mn/DOT SPEC 2112 AND 3149.2C <br />MODIFY TO 24" OF SUBGRADE COMPACTION FOR SOFT AREAS OR FILL <br />ENCOUNTERED IN SUBGRADE. <br />NOT TO SCALE <br />TYPICAL SECTION FOR HEAVY DUTY <br />TRAFFIC AREAS <br />DETAIL DRAWING EDS-3 <br />UPHILL <br />1111 <br />1 11 <br />FABRIC <br />POST <br />IMHED Er <1. <br />FABRIC ANCHORAGE TRENCH <br />BAD:TILL TAMPED <br />INA'IMI4AL SOIL <br />I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION, AND <br />THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF <br />MINNESOTA. <br />:g1r0„/ <br />E F dr.,' 4 DATED: 12/31/2024 <br />VLADIMIR SIVRIVER P.E.. NO. 25105 <br />DOIitiNH <br />'MINIMUM TRENCH <br />6" (elide try 6" deep <br />INSTALL .4.((.5 PEP FILTER FABRIC <br />MANUFACTURER'S <br />HECOMMENDATIONS <br />APPROVED, <br />1 — 2616 <br />SEEFENCE DE TAIL <br />SCALE <br />• <br />cky of <br />RAMSEY <br />STANDARD DETAILS: <br />SILT FENCE <br />CITr PLATE No. <br />SILT FENCE <br />DETAIL DRAWING ERO-1 <br />ER0-1 <br />PARKING LOT AND EROSION CONTROL DETAILS <br />LOCATION: 15861 JARVIS STREET NORTHWEST <br />RAMSEY, MN 55330 <br />EFISIING <br />SIDEWALL <br />S TAPER FROM FULL MPH <br />TO HEIGFfi AT SIDEWALr <br />f!=,(SLE PLANE)) <br />61' FV0101E1-2, <br />JOIN rs \ <br />CONCRETE 001E3 24FEE <br />PAID GU FIER <br />VAFIAEILE SLOPE PEP PLANS, <br />DUTTEPF--- 4./.1 Et' <br />11-011 —DTP <br />Crannvealh EMSFIIID <br />MIN .1 " --- --I Ilt11.417 .APE"'''IT(111' 3 <br />TAPER FROM 5210 CLIEll "II TD 0" FIEIGI-FT PIT SIDEINALI., <br />PLAI:1 <br />1 6e000wALr-- <br />64 MODIFIED GLACF <br />AGGREGATE ETAFIE <br />SEE PUNE 4 <br />SEC-1'1011.1 011.1 CD DRIVEWP:r- <br />01 <br />COI.FIRACI101,1 Joiprs <br />DPANSION <br />0.101 <br />GUT-TERI-, <br />DEITAIL OF LIP <br />NOTES: <br />1. PANEL WED 4413.IL 001 EALEED T. van -lour A GI N EDI INF GOITSEEFEJSEION <br />JOINT. <br />2. MAVENS 1 TO ESE ONE GOWNED DONE:KEE PAVEMENT. <br />NAGE SPECIAL PROVISIONS FOP CLASS OF CONCPETEFT <br />3. GLUTEI? DJ PE PAVED III EGPAL 001161 OIIEWUE. <br />4. NICK FOP COMMERCIAL DPIVEMS, <br />5. 1 /2EITANSION JOINT, 1,/2II PREFORMED JOINT FILLER rel/.TERIPL. NISFITO NI 213 <br />(REQUIRED WHEN 2 CONCRETE AREAS ARE POURED SEPARATELII.) <br />APPROVED: <br />4 — 2016 <br />Cidy OP".•'::' <br />RAMSEY <br />CITr <br />510010044140 UL I <br />COMMERCIAL DRIVEWAY <br />CURBCUT <br />STR-1 4 <br />TYPICAL COMMERCIAL DRIVEWAY CURBCUT <br />DETAIL DRAWING STR-14 <br />INSTALLATION OF 4" ,t 11F"S01111. RFCI.II II D ACROSS IDOSTI IIPPED <br />AREAS., <br />2. II 011"4..41L 10 IDIE INIED 0012 lL'LA0I< IDdlk OF UM ONSOLIOM E 11) <br />MA -I FRI AIL, 1./1001--..EIA LINDE( OM10001: D ORCIANIC N1A-1-1 EH WHICH I') <br />'All [ABIDE FOI ..11\1 DA 11410N FOR VB,IE 0 A IPA ,NHOW-1-1H. <br />0. 1(-11 COMPOSITION OF TOP'S011 SHOI VII IE) 5 OLINTAIN MI)RE TITAN <br />IH Y-1; IVIE PER( ENT ')AN D CON Hi N 1 . <br />APPROVED, <br />7 — 2019 <br />1 STANDARD DETAILS: <br />TOPSOIL PEQUIPEMEHTS <br />CITr PLATE NEL <br />EPO —6 <br />TOPSOIL REQUIREMENTS <br />DETAIL DRAWING STR-14 <br />FIELD WORK DATE: 09/26/2023 DRAWN BY: IS PROJECT NO.: 23-146 <br />FIELD BOOK NO.: EDS-15 CHECKED BY: VS SHEET NO. 014 <br />