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ttttttt+++f� t++ ++ +++++ C ++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +�+�+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +++++g + \/\/\/ \/\/\\/\/\i\i\/\i\i\/\/\/\i\/ UU k��UUU\VU U UUUUUUUUUUUU U U U U U U U U U U U U U U U U U U ��o �y �� \/\/\/�/\/\/\/\/�/\/\/\/�/ \/\/\/\/\01 I\/ \/ u u u u u u u \/ H II I I II I II I I III inl � III III I III IIII PATCH I III IIIII // \ I BITUMINOUS PAVEMENT �/- ° ° \ //' / I I I 0 l ° A I -- 910 / a ° / I II -- 4 ° ° ------ I 11 °— -------- ------------°---4------- — _ _ — — — / I / ------------ -------------------�— - III° ------------------ / 111 \ III \ IIII I \ \ IIII I O / ---------- 11, ---------------------a----------- \ \ I I 9/3 + + + + + + + + + + d" + + + + + + + + + + + + + + -+--+-+--+t + +++ +t+ + + + � +—+++++++++� + N y ++++++++ ++++++++++++ +++++++++ ++++++++ r + + + + + + + + + + + + + + + + + + + + +..+ + r + + + + + 4--+-+ + + + + +--+ + + + + \ + + + + + +� + + + + + + + + + + + + + + \ r + + + + + + + + + + + + + . + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +� + + + + + + + + + t + r + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +�'+ + + + + + + +-+ + + + + + + + +� 1 9> r + + + + + �-� + + + + + + + +� + + + + + �� + + + + + + + + + + + + + + + + + + + + + + + + + + + �+ + + + + + 1 r + + + + + +�+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +�+ + + + \ ++++++ +++++++++�++++++ +++ ++ ... +++ ++++++++ +++++++mot++ +++++++++,-+++ j ++++++++++� + ++++++++,` ++ ++++++++\+ + + + + + + + + + +� �+ + + + + + + + + + + + + + + + + +\++ + + + + + + + + + + + + .. + + + + + + + + + + + + +\+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +t+tttttM.ttt ttttttttttt +++++�,++++tt F + + + + + + + p + + + + + + + + + + + + + + + + + + + + + + + + +++++++ +++++++++++++ ++ ++++++ +++++++++++ +++++++++++ +++++++\+ \ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 4. 4. 4. + + + + + + + + + + + + + + + + + + + + + + + F+++++++ i t t t t t t t t t t t t t t + t t t t t t t t t t + t t t t t t t t t t t t t t t t t t t t t t t t t t t t t ' F + + + + + + + + + + + + + + + + + + + + t + + t t IF + t t tt tt tt tt + ++ ++ ++ ++ ++ +++++ ++ ++ ++ + + + t+ t+tt t+ t+tt t+ttt+ tt ++++++ ++tttt+ttttt+t+t+: + + + + + + + + + + +++ +++ + + + + + + ++++++++++ ++++ ttttt + + + + + + + + + + + + + + + + + + v + + t+ t + + +ttttttt ++ ttttttttttt ttttttttttt++ + \\� +++++ ++ ++ ++ + + + + ++++++++++ +++ ++++,+ + ++ + + + + + + + + + + + + + + + ++ ++++++ +++++ ++++ + + + + + + + + + + + + + + + + + + + + + + + + ttttttttttt++ *+*+t+1+ > /' / 0 0 I\ I \ J EXISTING ° RESIDENCE , I /0�OZJ I 11III=III- � o 909 — — — / � - X -910 X--�- _ � J-- — X 7 ° EXISTING\` RESIDENCE I I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Mjpxweota. • IMOTHY A. MRIeHS, P.E. Date 1 21 4(� Lic. No. 43362 DESIGNED BY: TAE DRAWN BY: TAE CHECKED BY: CJJ - -911 Hakanson Anderson Civil Engineers and Land Surveyors 3601 Thurston Ave., Anoka, Minnesota 55303 763-427-5860 FAX 763-427-0520 www.hakanson—anderson.com 912--/ IJ f � I I I I I I I II II 1\ BELDEN RIVER VIEW LEGEND EXISTING BITUMINOUS PAVEMENT PROPOSED BITUMINOUS PAVEMENT U U U U U U SEED MIX 33-261 (35 POUNDS/ACRE) TYPE 1 FERTILIZER (300 POUNDS/ACRE) HYDRAULIC MULCH MATRIX (2500 POUNDS/ACRE) xxxxxxxxxxxx x x x x x x x x x x x x SEED MIX 25-151 (120 POUNDS/ACRE) x x x x x x x x x x x x TYPE 1 FERTILIZER (300 POUNDS/ACRE) x x x x x x x x x x x x x x x x x x x x x x x x 3 x x x x x x x x x x x HYDRAULIC MULCH MATRIX (2500 POUNDS/ACRE) x SEED MIX 25-151 (120 POUNDS/ACRE) TYPE 1 FERTILIZER (300 POUNDS/ACRE) CATEGORY 3 EROSION CONTROL BLANKET(g) 444444444 6" TOPSOIL 444444444 SOD 4 a 4 a 4 a 4 4 4 TYPE 1 FERTILIZER (300 POUNDS/ACRE) 6" TOPSOIL SEED MIX 25-151 (120 POUNDS/ACRE) TYPE 1 FERTILIZER (300 POUNDS/ACRE) HYDRAULIC MULCH MATRIX (2500 POUNDS/ACRE) GENERAL NOTES: 1. UNLESS NOTED, DISTURBED AREAS SHALL BE RESTORED WITH A MINIMUM OF 3" OF TOPSOIL, EITHER SEED MIX 25-151, SEED MIX 33-261 OR SOD, TYPE 1 FERTILIZER AND EITHER HYDRAULIC MULCH MATRIX OR EROSION CONTROL BLANKET. SEE 33 FOR THE INFILTRATION BASIN TOPSOIL REQUIREMENTS. 2 2. DRIVEWAY CONSTRUCTION SHALL BE PER 4 . 3 REFERENCE NOTES: 10 BITUMINOUS PATCHING SECTION SHALL MATCH THE EXISTING SECTION ON PLEASANT VIEW DRIVE/STINSON BOULEVARD. 02 EROSION CONTROL BLANKET SHALL BE WOOD FIBER WITH NATURAL NETTING. 20 0 20 40 SCALE IN FEET RESTORATION AND PAVING PLAN CITY OF MOUNDS VIEW, MINNESOTA SHEET 7 OF 7 SHEETS 4535.01