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GRADING AND DRAINAGE PLAN <br />1154 LF. 4 FT HEIGHT BOULDER <br />RET. WALL OR EQUIVALENT E _gsb_ ge"I� <br />IT <br />\ oosBEeen.V Dv <br />gog_-7- - __ Mm_ -` -__ J_==-o'/ <br />• 1 1� <br />'V f� <br />RETAINING WALL DETAIL 1-7 <br />D BATILL <br />1 <br />ITITO <br />CAP <br />FT— GLIBE <br />EBLOCK To <br />N n pPROTECT a9ouE <br />SOIL <br />/FEEE LwR Eu.�\T.v, <br />Fool ti'w. wIDTn NOTES <br />I. THE BASIS OF THE BEARING SYSTEM IS ASSUMED. <br />2. NO SPECIFIC SOIL INVESTIGATION HAS BEEN COMPLETED <br />.1 coN'EFNECTION POITLENT AT PERIUELEVT"ETER DRAM. 3. CONTRACTOR SHALL VERIFY PROPOSED ELEVATIONS AND DIMENSIONS. <br />4. NO TITLE INFORMATION WAS PROVIDED FOR THIS SURVEY. THIS SURVEY <br />TTT 7TI- DOES NOT PURPORT TO SHOW ALL EASEMENTS OF RECORD. <br />.III -III -III -III- 6. EXISTING UTILITIES AND SERVICES SHOWN HEREON OWNER LOCATED <br />EITHER PHYSICALLY ON THE GROUND DURING THE SURVEYOR FROM <br />ILAe�_0'uIN ca,+PacTED CRaN nsE EXISTING RECORDS MADE AVAILABLE TO US OR BY RESIDENT TESTIMONY. <br />OTHER UTILITIES AND SERVICES MAYBE PRESENT. VERIFICATION AND <br />NOT TO I-E LOCATION OF UTILITIES AND SERVICES SHOULD BE OBTAIN FROM THE <br />EVATION. OWNERS OF RESPECTIVE UTILITIES BY CONTACTING GOPHER STATE ONE <br />CALL AT (651) 454-0002 PRIOR TO ANY DESIGN, PLANNING OR EXCAVATION. <br />ENGINEERING DESIGN & SURVEYING FL LAL I`- EwA PREPAIED .1 BE ER ,RE LAw� oIFEIT 11PITAD "ND <br />OFFICE: <br />: (763) 45-2 00 FALE:(76 1 S-28 I uINNEsoTn. /�� <br />OR OFFICE: ( I 54II Mi FAX:I)63I S�11- Eo iYead DNJ°vtw ek iz/ii /zozn <br />FMAR: infoBedsmn.<om WEe51TE: hlp://edsm­am <br />� 1 <br />ppp� o SCALE IN FEET <br />pCNO 1 <br />In�P /LapY,.tee <br />PROJECT BENCHMARK <br />BE) <br />ATION= A, BY <br />NNDOT DISK "RIISTI <br />y V <br />LEGEND <br />• <br />DENOTES "ROPERTY IRON <br />DENOTES SOFT 1/2UND <br />18" REPAIR <br />'PLS <br />WITH PLASTIC CAP 25105" <br />DENOTES BOUNDARY LINE <br />DENOTES LOT LINE <br />-- <br />DENOTES SETBACK LINE <br />,F <br />RAILROAD LINE <br />/ (FA,DENOTES <br />x999.99 <br />DENOTES EXISTING IF VATID <br />- DENOTES PROPOSED BITUMINOUS SURFACE <br />0 <br />DENOTES CONCRETE SURFACE <br />- DENOTES PROPOSED CONCRETE SURFACE <br />- 999 --DENOTES <br />EXISTING CONTOUR LINE <br />DENOTES PROPOSED PARKING STALLS 75X12 <br />FFE <br />0 <br />DENOTES FINISH FLOOR ELEVATION <br />DENOTES BITUMINOUS SURFACE <br />- DENOTES PROPOSED PARKING STALLS 25X12 <br />DENOTES TREE LINE <br />- DENOTES PROPOSED CONCRETE 1 FDOT CURB <br />O <br />DENOTES STEEL FENCE <br />0 DENOTES PROPOSED GRASS BUFFER <br />OE <br />DENOTES OVERHEAD ELECTRIC <br />,-®--DENOTES PROPOSED CONTOUR <br />DENOTES ELECTRIC POWER POLE <br />x999.99 DENOTES PROPOSED GRADING SPOT ELEVATION <br />(M) <br />DENOTES MEASURED DISTANCE <br />DENOTES PROPOSED RETAINING WALL <br />(P) <br />DENOTES PLATTED DISTANCE <br />DENOTES PROPOSED 1 FOOT GUTTER <br />Os <br />DENOTES SANITARY MANHOLE <br />DENOTES PROPOSED TRAFFIC FLOW <br />® <br />DENOTES ELECTRIC METER <br />�— DENOTES PROPOSED DRAINAGE FLOW ` <br />DENOTES DRAINAGE FLOW <br />- — DENOTES PROPOSED 6 FT HEIGHT OPAQUE FENCE <br />ET <br />DENOTES ELECTRIC TRANSFORMER <br />GRADING AND DRHNAGE PLAN <br />FIELD WORK DATE: 09/26/2023 <br />DRAWN BY: IS <br />1 PROJECT NO.: 23-146 <br />,TION: 15681 ,MNTRENNIS STREET NORTHWEST <br />RNA6 <br />FIELD BOOK NO.: EDS-15 <br />CHECKED BY: VS <br />SHEET NO. C6 <br />Page 278 of 447 <br />