Laserfiche WebLink
U �$'8`16.26 <br />00 R <br />BENCHMARTARY <br />------I--ELEVATIONK816.216 ASSUMED <br />OLE COVER <br />INVERT ELEVATION=799.16 UTI ITY P AN <br />N INSTALL ENKAMAT AND RAIN GUARDIAN TURRET, TYPICAL <br />BROAD -CREST RECTANGULAR WEIR, SEE DETAIL <br />STORM SEWER MANHOLE COVER 8 1 , 1\ 5.0 FT LONG BY 0.5 FT BREADTH <br />RIM=817.29 --a-1 <br />INVERT=813.24t RECORD 817.29 W i it \\\ i / \\\ a1s.a7+--------- 817------------------ -------------------------- --------------___ _____ ------------_________ _- <br />CD <br />DRAWINGS (FIELD VERIFY) o 1 i \ i ` <br />Ni \\ \\\-------------- 817.06 <br />Z\\ 1 \\ 816.58 816.67 - ___- � 817.18 /��''/ X 816.64 <br />1 BREACH 1 + 816.10-'------___ ,_- <br />OH W <br />INSTALL 25'-15" RCP IV O 1.14X GRADE <br />INSTALL MANHOLE <br />RIM=817.3f <br />INVERT=813.0f <br />RECORD DRAWINGS (FIELD VERIFY) <br />39'-6" PVC SCH 40 O 2.56X GRADE <br />REPLACE STREET IN KIND, TYPICAL <br />(HATCHED) <br />V) <br />In <br />13.07 <br />FES INVERT <br />ELEVATION=813.07 <br />PARABOLIC CHANNEL <br />5.7 FT WIDE X 1 FT DEEP <br />177.84 <br />N63°37'51 "W <br />X 815.52 <br />r' <br />I <br />$1N <br />NV <br />1813.99 <br />I I <br />I I <br />I \ <br />I \ <br />I\ <br />I \ <br />I \ <br />815.62 I \ <br />I \ <br />I \ <br />I <br />I \ 10 0 <br />I \ <br />I \ <br />I \ <br />\\ \ 814.00 -IL / <br />814.15 <br />------ 8" ORIFICE INVERT ,,-'�---------------813--------------- _ _------_2.73 -- + 812.47 '------------------------ - <br />STM STM 815.o4 ELEVATION=812.08 ''------------------------ a1z.73 <br />15"RCP - - 812.90------- _____ <br />�812.45 -- -1-812.15 812.24 <br />815.87 / Np `` i \\\�- ___''-�------------------813------- X 812.35 <br />GRAPHIC SCALE <br />10 20 <br />( IN FEET ) <br />1 inch = 10 ft. <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />-k 814.00 <br />\ <br />1\ <br />e \` <br />I r mr-7 I - �812.46 �-- <br />------------------ 812.15 \\\ <br />i�-- FES INVERT ---__ ___------------- - \ + \ <br />I I c I ELEVATION=812.54 �'-�---------814-------------------------------- - - - -� +'81az6--____-� \ \ <br />'IL 813.79 <br />`\ --- - - - - �--------------------------------- \ _--__---- - <br />L--- - - - ------------------------ --------------1 <br />-815- s18 YL \ <br />\ \\ <br />814.11 \ <br />C <br />--817------- \_--------- ---------_____ ONCRETE CURB <br />C 817.35 817 3-9 <br />- - - - <br />817.21 <br />X -�' <br />------------------ <br />li + f 51M CONCRETE CURB - els.sa ----------------816---------------." . <br />------ - - - - 816.57 <br />�.51 <br />1 I BITUMINOUS PARKING LOT +816.45 -01 <br />I IM <br />m rF 816.58 G <br />0\10M\NooS <br />BASIS OF BEARINGS: ASSUMED <br />SITE ADDRESS: 7910 LAKE DRIVE, LINO LAKES, MN 55014 <br />TOTAL AREA: 30,480 SQ. FT OR 0.70 ACRES <br />LAKE DRIVE, <br />LAKES, <br />�N "' <br />IG �,°y <br />QP Y <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 10-11-202021 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 />UTILITY 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 />