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0 ;$;816.26 GRAPHIC SCALE <br />°� I I IN T n INT FP TD n 1D A IN\ T10 p 5 10 20 40 <br />COVER <br />STORM SEWER MANHOLE COVER <br />RIM=817.29817.29 <br />INVERT=813.24t RECORD I <br />DRAWINGS (FIELD VERIFY) <br />OH W <br />OH W <br />TEMPORARY ROCK CONSTRUCTION <br />SITE ENTRANCE PAD, HATCHED, <br />(SEE DETAIL) OR USE EXISTING <br />BITUMINOUS ENTRANCE PAD. <br />INSTALL MANHOLE <br />RIM=817.3f <br />INVERT=813.0f <br />RECORD DRAWINGS (FIELD VERIFY) <br />------I--ELEVATIONK816.216 ASSUMED <br />OLE <br />INVERT ELEVATION=799.16 IL \4 <br />GU RDIAN TURRET TYPICAL <br />(01 I rf7 <br />I <br />I 00 <br />I I <br />1 <br />I IN <br />STM <br />10 <br />13.07 <br />FES INVERT <br />ELEVATION=813.07 <br />� INSTALL ENKAMAT AND RAIN A , <br />--------- 817------------------ ''-- - - - - - - - - - - - - - - - - - - - - - - - - - <br />816.58 * 816.67 -- Y- 817.18 ,i' X 816.64 <br />816.10 _------ ,, <br />814.IJ <br />----- 8" ORIFICE INVERT __ __-------------813---------- <br />STM 815.oa ELEVATION-812.08 -------------- <br />15"RCP STM - <br />812.45 <br />r�,815.87 / Ir i \�-� __ ---'_-------------------813-------__ ___-____ x <br />m /'-7 1 <br />-'� I i---- FES INVERT�- <br />�`�-J i ELEVATION=812.54 _____-----814---------- ------ <br />5 R GP `� ----------------- - - - -815-- <br />`------ ---'--------- - - <br />i _ - <br />/ <o 817.35 817.39-------------------- _-__- <br />xan.21 ------ -_ - - - <br />li + f STM CONCRETE CURB -------------------816---------- ---- . _ ___ <br />816.57 <br />11 I BITUMINOUS PARKING LOT WIRE MESH REINFORCEMENT 816.45 <br />(OPTIONAL) <br />m n r -ENGINEERING FABRIC rF 816.58 <br />irvaiP%LL JILT rLl\VG VR VIV 1[VLL.7, <br />(SEE DETAIL) <br />( IN FEET ) <br />1 inch = 10 ft. <br />X 815.52 <br />r' <br />I <br />I <br />I r813.99 <br />I I <br />' L E G E N D <br />I ` <br />DENOTES EXISTING HYDRANT. <br />I `�\ i,, DENOTES PROPOSED HYDRANT. <br />9,5.62 i `�\ DENOTES EXISTING SANITARY MANHOLE. <br />I \\ Qs DENOTES PROPOSED SANITARY MANHOLE. <br />;D; DENOTES EXISTING STORM (DRAINAGE) MANHOLE. <br />I ��\ DENOTES PROPOSED STORM (DRAINAGE) MANHOLE. <br />�\ D4 DENOTES EXISTING GATE VALVE. <br />DENOTES PROPOSED GATE VALVE. <br />❑ DENOTES EXISTING CATCH BASIN. <br />■ DENOTES PROPOSED CATCH BASIN. <br />�\ m DENOTES EXISTING TELEPHONE UTILITY BOX. <br />DENOTES EXISTING LIGHT POLE. <br />co_, DENOTES EXISTING UTILITY POLE. <br />DENOTES EXISTING AIR CONDITIONING BOX. <br />814.10 ED DENOTES EXISTING ELECTRICAL BOX. <br />lip <br />� +814.10 T DENOTES EXISTING UNDERGROUND TELECOMMUNICATION LINE. <br />0o w- DENOTES EXISTING WATER MAIN. <br />2 <br />-SS- DENOTES EXISTING SANITARY SEWER. <br />-STM- DENOTES EXISTING STORM SEWER. <br />814.68 UG- DENOTES UNDERGROUND GAS LINE. <br />y WIRE <br />- UE - DENOTES UNDERGROUND ELECTRIC. <br />-OHw- DENOTES OVERHEAD UTILITIES <br />- o - DENOTES CHAIN -LINK FENCE <br />------ xxx-------- DENOTES EXISTING CONTOUR <br />111110- XXX DENOTES PROPOSED CONTOUR <br />SILT FENCE AND/OR BIOROLLS <br />DENOTES PROPOSED DRAINAGE <br />® DENOTES PROPOSED ELEVATION <br />X xxx.xx DENOTES EXISTING ELEVATION <br />DENOTES CONCRETE SURFACE <br />1. Sequence of Erosion Control Construction Activities <br />a) Installation of silt fence or Bio Rolls prior to any construction activity. <br />b) Installation of rock construction entrance prior to any construction <br />activity. <br />c) The site shall be re -vegetated within 48 hours of final grading. <br />d) Install landscaping as per landscape plan. <br />2. Erosion and Sediment Control Measures <br />All best management practices (BMPS) determined by the Engineer to <br />be effective are available for use <br />on the site. BMPs anticipated to be used on the Project include the <br />following: <br />* Silt Fence <br />* Concrete Mixing/Washout Basins shall be taken offsite <br />* Final Landscaping with Seed, Fertilizer, Topsoil or Sod <br />* Street Sweeping <br />3. Inspection and Maintenance <br />The Contractor is responsible for providing, maintaining and removing <br />all Erosion Control BMPs, as set <br />forth above, which includes all materials, equipment and labor. <br />Owner is responsible for having the Contractor install, maintain and remove the BMPs as set forth above. <br />814.00 <br />LN1 <br />- - - - - - - - - - - - - - - - <br />- - - - - - - - 812.15 \ <br />'IL 813.79 \\ \ <br />Y- 814.11 <br />LAKE DRIVE, <br />LAKES, <br />�� E gill <br />QP <br />55014 <br />Client: MR. PAUL SELBITSCHKA <br />Design by <br />Original date <br />I certify that this plan, specification, or report was prepared by <br />PRECISION TUNE AUTOMOTIVE CENTER <br />JF <br />10-11-2021 <br />me or under my direct supervision and that I am a duly Licensed <br />Professional Engineer under the laws of the state of Minnesota. <br />550 LILAC STREET <br />LINO LAKES, MN 55014 <br />Drawn by <br />Revisions <br />Jonathan L. Farad <br />Date 10-11 -20-2021 Minnesota Reg. No. 16464 <br />PHONE: 651-784-1100 <br />RP <br />LAKE AND LAND SURVEYING, INC. <br />Survey book No. <br />Page title <br />SURVEYING/CIVIL ENGINEERING <br />EROSION CONTROL PLAN <br />1200 CENTRE POINTE, SUITE 375 <br />S.A.P.number <br />Sheet number of <br />ST PAUL, MN. 55120 <br />PHONE (651) 776-6211 <br />E-MAIL' JONFARACI@HOTMAILCOM <br />2021.375 <br />