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2006-06-12 C3-1GRADING, DRAINAGE & EROSION CONTROL NOTES 1. The contractor shall refer to the architectural plans for exact locations and dimensions of buildings, vestibules, sloped paving, exit porches, ramps, truck docks, entry locations and locations of downspouts. 2. All disturbed unpaved areas are to receive minimum of 4 inches of top soil and sod or seed. These areas shall be watered by the contractor until the sod or seed is growing in a healthy manner. 3. The contractor shall take all precautions necessary to avoid property damage to adjacent properties during the construction phase of this project. The contractor will be held responsible for any damages to adjacent properties occurring during the construction phase of this project. 4. The contractor will be responsible for providing and maintaining traffic control devices such as barricades, warning signs, directional signs, flagmen and lights to control the movement of traffic where necessary. Placement of these devices shall be approved by the engineer prior to placement. Traffic control devices shall conform to the appropriate Minnesota department of Transportation standards. 5. In accordance with generally accepted construction practices, the contractor will be solely and completely responsible for conditions on the job site, including safety of all persons and property during the performance of the work. This requirement will apply continuously and not be limited to normal working hours. 6. The duty of the engineer or the developer to conduct construction review of the contractors performance is not intended to include review of the adequacy of the contractors safety measures in, or near the construction site. 7. Before beginning construction the contractor shall install a Temporary Rock Entrance pad at all points of vehicle exit from the project site. Said Rock Entrance pad shall be maintained by the contractor for the duration of the project. See details shown on Sheet C8-2 of the project plans. 8. Erosion and Sedimentation control measures shall be established around the entire site perimeter and in accordance with NPDES permit requirements, Best Management Practices, City requirements and the details shown on Sheet C-- of the project plans. 9. All entrances and connections to city streets shall be performed per the requirements of the city. The contractor shall be responsible for all permits and notifications as required by the city. 10. See utility plan and storm sewer profiles for further detail regarding the storm sewer. CALL BEFORE YOU DIG! Gopher State One Call � TWIN CITY AREA: 651-454-0002 till V TOLL FREE: 1-800-252-1166 19 ra tea\ Ir 2, U'2 �96 o FJ pp /ST OF R� F� /CF �0 FF\9 14FS o S00 6�� .• 0 NO s 00 o-J�O 65.2 ® Oh 965. 9 °� 6R> � O i FES H U 4.1 N 65 1.6 tS� 1 �/ 60 50 O 6'6- U) s6, 3 to CO g66 =(c0 0' \rn 0 �h m � U H Z 66' edge i6f corn field corn field Q F OF POSSIBLE USES: RESTARAUNT UTOMOBILE SERVICE \)OFESSIONAL OFFICE BANK MOTEL DAY CARE RETAIL SALES Cr °o � �► • .,. �° �, n TB �.41le • . . 041 O~ S00 v 6 c e � � • 0 • M °o ti ��4• � is ° 0 � OZ ELEC MH :. + 9 963 0) o F<o 6p IN rri PI man PI I %�01111111111 955 956 —957 958 959 963 964 FFE=967.0 9,520 S.F. > field line 250' rn� C1M ,I / ' n S n 9 ®0,50 o RCA cflN �9 ` C•% :.' , tr 51 l0 %4'�s s•. rfN� i.y�.�y - a b•996 �bo Ln i 9 ' C 6S0 1, 0 Cv O 90j• �' rn� y •• GC . p ® Zen 61 A � �r Og g65.2 cow •:�, rr,�r'` IQ .9 6 4% ®� 9 0 �x;= y. j 2 r•;1 v, O O 0r }'e Y•• .. apil FFE=967.0 IQ 6,968 S.F. GOODYEAR 0.9% Ip tank WELL existing building i ss G� w ) o NORTH 96 • �Qog c CD , : Q�:, : � 0 30 60 T _ jo •' • 966 •- SCALE IN FEET O ELEC MH /� FA M no] pill IN 0 1 M M 0 CITY OF e 9 M I N N E S 0 T A OWNER ALBERTVILLE PLAZA LLC 75 WEST VIKING DRIVE, SUITE 104 LITTLE CANADA, MINNESOTA 55117 PHONE (651) 484-5635 FAX (651) 484-5701 DEVELOPER RJ MARC O CONSTRUCTION, INC. 75 WEST VIKING DRIVE, SUITE 104 LITTLE CANADA, MINNESOTA 55117 PHONE (651) 484-5635 FAX (651) 484-5701 KEY PLAN LOCATION MAP NOT TO SCALE - NORTH Q 1 i W£STINND 5 NE 1/4. SEC 2. TWP 120. RGE 24 SE 1 /4, SECTION 35 1 SE` 1 TOWNSHIP 121, RANGE 24 WRIGHT COUNTY, MINNESOTA. SHEET INDEX SHEET TITLE CO-1 TITLE SHEET C1-1 EXISTING CONDITIONS C2-1 SITE PLAN C3-1 GRADING, DRAINAGE PLAN C4-1 UTILITY PLAN C5-1 STORM WATER POLLUTION PREVENTION PLAN C6-1 PRELIMINARY PLAT C8-1 DETAIL SHEET C8-2 DETAIL SHEET CADD FILE QUALIFICATION: CADD files prepared by the Engineer/Surveyor for this project are instruments of the Engineer s/Surveyors professional services for use soley with respect to this project. These CADD files shall not be used on other projects, for additions to this project or for completion of this project by others without written approval by this Engineer/Surveyor. With the Engineer's/Surveyors approval others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and imdemnify the Engineer/Surveyor from any & all responsibilities, claims and liabilities. 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 Minnesota. I Jonathan J. Donovan - PE 44613 License No. Date DATE REVISION IQUALITY MANAGEMENT REVIEW: 6Y: DATE: ■ ASSOCIATES _] Planning • Civil Engineering • land Surveying Environmental • Archaeology 7200 Hemlock lane, Suite 300, Minneapolis, Minnesota 55369-5592 Telephone: (763)424-5505 Par: (763)424-5822 © 2006 Web Page loucksmclagan.com GRADING & DRAINAGE PLAN PROJECT NO. 99-19OF C3-1