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© 2002 RYAN ENGINEER810, INC. <br />LEGEND <br />TREE INVENTORY <br />e <br />NO. S/ZE <br />TYPE <br />927 — <br />1 2 8' <br />BBOO X <br />3 8' BOXELDER X <br />5 20' POPLAR X <br />6 6' BOXELDER X <br />7 4 ELM X <br />8 4' ASH X <br />10 27" OAK X <br />11 36' OAK X <br />12 22' OAK X <br />13 6' CHERRY X <br />14 5' CHERRY X <br />15 1r OAK X <br />16 12" OAK X <br />17 13' OAK <br />16 1r OAK (DIR.) <br />19 14 OAK (DBL) <br />20 21' OAK <br />21 20' OAK (DEL) <br />22 16' OAK (DIAL) <br />EXISTING CONTOURS <br />PROPOSED CONTOURS <br />SILT FENCE <br />EXISTING SPOT ELEVATION <br />PROPOSED SPOT ELEVATION <br />815.5 FINISHED FLOOR ELEVATION <br />DRAINAGE DICTION <br />LANDSCAPE YARD DRAIN <br />4 DROP CURB SECTION <br />SUPPORT NET <br />FLIER FABRIC <br />TOTAL CAUPER INCHES ON STE <br />TOTAL CAUPER INCHES SAVED <br />TOTAL CAUPER INCHES LOST <br />X <br />x <br />X <br />X <br />x <br />x <br />372 <br />200 <br />172 <br />ALL TREES DESIGNATED TO SE SAVED SHALL <br />BE FLAGGED AND PROTECTED BY SNOW FENCE <br />PRIOR TO CONSTRUCTION. <br />NAME SOIL <br />TOE -IN TRENCH FOR ENVIROFENCE <br />METHOD <br />1. Plop the aaamaata6an control fabric aide of the fence In N. **Ike <br />of the anticipated sediment 6o. (net .Me of the system way train the <br />Row) and poufkn the poke *dad Un bock walla the trench. <br />2. Ulu a a sledge hammer er Nmiar device to drive the pot* Into the ground <br />ante the bottom of the industrial netting in o.proulnatdy 2 bslo. grand <br />keel. (See diagram) <br />3. Loy the bottom 6' of ndbnentatkn control fobrk into the trench. <br />4. Baikal the trench with native sot and compact. <br />SILT FENCE <br />DIVERSIONARY DIKE <br />• <br />/ <br />..- 900 /"' _ _ • e� 6g4 <br />100�R. / 5/ —/ ▪ - <br />/ / / ` <br />// / / / /< / <br />// // . <br />i /, // <br />- - -- / / <br />0 // <br />\' / `3 �_ _' -- i / <br />-- <br />\\\ \\ i` <br />/ WETLAND 1 <br />/ 15.107 sq.f1. <br />0.35 acres <br />GENERAL GRADING AND DRAINAGE NOTES <br />'(nw"cALjE <br />FASPMENT NOTE <br />CROSS ACCESS AGREEMENT AND OVATE UTILITY EASEMENTS <br />TO BE COVERED BY DEVEl.OPERrS AGREEMENT. <br />lye `113. Wl <br />/ <br />/ % � / tom / <br />." / <br />/ -- <br />-Ti----- // / <br />600 / ...-- / / - <br />- / / / / <br />��/ / / <br />�� / <br />i <br />CONTRACTOR SNAIL CONTACT GOPHER STATE WE CALL fpm UTILITY LOCATIONS AT 454 -0002 <br />ne CONTRACTOR SHALL WAVY The LOCATION AND DISOWN OF EXISTING URUTES AND <br />TOPOGRAPHICAL FEATURES 10114 17E OWNERS AND F0W —tesfv PRIOR TV OY S7RUCTPoA4 TINE <br />CONTRACTOR SHAG IMMEDIATELY NOTIFY WE ENGINEER OF ANY ORSOEPANCES OR VAMATICWS <br />ALL CONTOURS AND SPOT ELEVATIONS ARE 6000eW 7D 0NRSdED SUPFA TIER GRADES UNLESS ST/ONN <br />OTI/ERNS; REFER TO PARING 604N FOR DETAILED SPOT ELEVATIONS, DAAOE PERCENTAGE; AND <br />NEW7ICAL aRtE INFORMATION <br />ALL SILT ROYCE SNAIL BE N PLACE PRIOR TO MANOR OF EARTHWORK AND SHALL BE <br />LUM4TAO*0 UNIX MALIE TUN' 0R GROUND COVER IS ESTABLISHED, AT WWI 711E IT STALL BE REMOITA <br />TEMPORARY MOW OWES HAPBALES ETC.. REWIRED BY BE 07Y SHALL tE NCEENTAL 7D TIE 04ADI N0. <br />71E OONRRAC70R SHALL USE A ROCK CONG 7RDCDON ENTRANCE ACCORDING 70 WE NAILS ALL SWEETS <br />DISTURBED DURING 60I.TING HOURS WJST ar a1MIED AT RE HAD OF EA]H WOWN7v0 DAY. <br />GRAM * FLIER FABRIC SHALL BE NSTAEIED PER DETAL AT ALL CAM BASKS (INCIDENTAL). <br />/ RTE CO RRAC704 WALL WSW P067DtE DRANAOf S MANTAAED FROM DE WYE AT ALL IVIES <br />.// MIME CPROPER DRAINAGE DLWNIG TRUC7 DITCHES 1 OR 7D <br />MUST BE FRONDED WIT A P0017 E OUTFLOW <br />667NN 7 DAYS Ltr caPLE77ON OF CARINO ALL NEWLY GRADED SLOPES SHALL BE SEEDED, <br />FERTILIZED AND emLO/ED N AC ANNE WIN RE CITY SP£OV7047/ONS SEED SHALL BE MIXTURE NO 504 <br />AT A RATE OF 75 POOPS PER ACNE MULCH MATERIAL SHALL 0E TYPE T PLACED AT OF 2 TUNS PER ACRE <br />ALL PONDS SHALL =ER 4 A WERAND STIED NXTLRE NO 254 ABOVE WE MIL PER CITY SPETSICATTOS TO THE UNITS OF DE PROPOSED CONTOURS AS WORN <br />IRE LINTS OF CLEARING AND GRADING MAU. ON THE INDICATED 01� <br />01ANS UNLESS DE CTYS PROPERTY, WERE SHALL BE NEED RN MEE <br />PRESERVATION FENCING <br />PRIOR TO GRADING. PLACE ORANGE COVS7RUC7TON SAFETY FENCE KONG WE PERWE7ER OF DE INFILTRATION <br />AREAS TO PREVENT COLPACMW OF RE SOILS DO NOT OVER— EXCAVATE vex AREAS FOR BORROW MATERUL <br />PS <br />RECEIVED <br />JUL 1 5 2002 <br />CITY OF LINO LAKES <br />FINAL GRADING OF MM7L7RA710N AREAS SHOULD NOT OCCUR ONM THE CONTRIBUTING DRAINAGE AREA 15 CONSTRUCTED AND STABILIZED. 0' <br />50' <br />100' <br />150' <br />Ryan • <br />Engineer <br />LAND DEVELOPMENT SERVICES <br />434 Lake Street <br />Excelsior, MN 55331 <br />(952) 947-9100 <br />t...rya asnpbgeyg agyt <br />1 hereby certify that 04. plan, apniAmtkn. <br />ar noon was propose by me or under my <br />Arad ssednlm and Not I am a duly <br />wader the Ian of the <br />Iteehtrdee Nfe. <br />Dot. <br />LWO LAKES <br />COMMERCIAL <br />CENTER <br />Lino Lakes, MN <br />for <br />JADT <br />DEVELOPMME <br />GROUP, LLW <br />Project ND <br />Digltol Drawing Nano <br />DTONn By <br />OLG <br />Checked By <br />PIM <br />Date <br />5/19/02 <br />Revisions <br />6/10/02 RENEW BIIRBFAI. <br />BJD/02 MX PER CRY =AIMS <br />715104 REV. PER car =M6618 <br />Issued For Date: <br />Schematic Design <br />Deakin � <br />ary Review <br />Final Review <br />Sicking <br />Construction <br />Preliminary <br />Grading <br />Plan <br />• <br />PAps <br />C -4 <br />